














                                  SURVEY CONTROL DATA
                                
                             STATE=HI
                             [OCTOBER  5, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0894 ***********************************************************************
 TU0894  DESIGNATION -  0 UHI
 TU0894  PID         -  TU0894
 TU0894  STATE/COUNTY-  HI/MAUI
 TU0894  USGS QUAD   -  MAKENA (1995)
 TU0894
 TU0894                         *CURRENT SURVEY CONTROL
 TU0894  ___________________________________________________________________
 TU0894* NAD 83(1986)-  20 41 00.     (N)    156 23 18.     (W)     SCALED    
 TU0894* LOCAL TIDAL -       666.771  (meters)    2187.56   (feet)  ADJUSTED  
 TU0894  ___________________________________________________________________
 TU0894  GEOID HEIGHT-          17.08  (meters)                     GEOID03
 TU0894
 TU0894  VERT ORDER  -  FIRST     CLASS I
 TU0894
 TU0894.The horizontal coordinates were scaled from a topographic map and have
 TU0894.an estimated accuracy of +/- 6 seconds.
 TU0894
 TU0894.The orthometric height was determined by differential leveling
 TU0894.and adjusted by the National Geodetic Survey in December 2003..
 TU0894
 TU0894.The geoid height was determined by GEOID03.
 TU0894
 TU0894;                    North         East    Units  Estimated Accuracy
 TU0894;SPC HI 2     -    38,770.      529,000.      MT  (+/- 180 meters Scaled)
 TU0894
 TU0894                          SUPERSEDED SURVEY CONTROL
 TU0894
 TU0894.No superseded survey control is available for this station.
 TU0894
 TU0894_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH720892(NAD 83)
 TU0894_MARKER: Z = SEE DESCRIPTION
 TU0894_SETTING: 66 = SET IN ROCK OUTCROP
 TU0894_SP_SET: SET IN ROCK OUTCROP
 TU0894_MARK LOGO: NONE  
 TU0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0894+STABILITY: POSITION/ELEVATION WELL
 TU0894
 TU0894  HISTORY     - Date     Condition        Report By
 TU0894  HISTORY     - 1977     MONUMENTED       UHI
 TU0894  HISTORY     - 19790605 GOOD             NGS
 TU0894
 TU0894                          STATION DESCRIPTION
 TU0894
 TU0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0894'7.4 MI NE FROM MAKENA.
 TU0894'5.8 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0894'IN MAKENA, AND THENCE 1.6 MILES NORTHEAST ALONG HIGHWAY 37, BENCH MARK
 TU0894'IS A SCREW SET IN LAVA FLOW OUTCROP, 99 FEET SOUTH OF UTILITY POLE
 TU0894'NUMBER 46, 63 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 56 FEET
 TU0894'WEST OF THE CENTER OF A METAL GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0397 ***********************************************************************
 TU0397  DESIGNATION -  1 12
 TU0397  PID         -  TU0397
 TU0397  STATE/COUNTY-  HI/HONOLULU
 TU0397  USGS QUAD   -  HONOLULU (1983)
 TU0397
 TU0397                         *CURRENT SURVEY CONTROL
 TU0397  ___________________________________________________________________
 TU0397* NAD 83(1993)-  21 20 26.39453(N)    157 50 02.75975(W)     ADJUSTED  
 TU0397* LOCAL TIDAL -       131.163  (meters)     430.32   (feet)  ADJ UNCH  
 TU0397  ___________________________________________________________________
 TU0397  EPOCH DATE  -        1993.62
 TU0397  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 TU0397  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU0397
 TU0397  HORZ ORDER  -  SECOND
 TU0397  VERT ORDER  -  FIRST     CLASS II
 TU0397
 TU0397.The horizontal coordinates were established by classical geodetic methods
 TU0397.and adjusted by the National Geodetic Survey in December 1998..
 TU0397.The horizontal coordinates are valid at the epoch date displayed above.
 TU0397.The epoch date for horizontal control is a decimal equivalence
 TU0397.of Year/Month/Day.
 TU0397
 TU0397.The orthometric height was key entered from printed documents
 TU0397.and not key verified.
 TU0397
 TU0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0397
 TU0397.The geoid height was determined by GEOID03.
 TU0397
 TU0397;                    North         East     Units Scale Factor Converg.
 TU0397;SPC HI 3     -    19,274.045   517,209.101   MT  0.99999366   +0 03 37.3
 TU0397;UTM  04      - 2,360,298.426   620,899.714   MT  0.99978062   +0 25 27.6
 TU0397
 TU0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0397!SPC HI 3     -   0.99997687  x   0.99999366  =   0.99997053
 TU0397!UTM  04      -   0.99997687  x   0.99978062  =   0.99975750
 TU0397
 TU0397                          SUPERSEDED SURVEY CONTROL
 TU0397
 TU0397  NAD 83(1986)-  21 20 26.34425(N)    157 50 02.76894(W) AD(       ) 2
 TU0397  OLD HI      -  21 20 37.74466(N)    157 50 12.64569(W) AD(       ) 2
 TU0397
 TU0397.Superseded values are not recommended for survey control.
 TU0397.NGS no longer adjusts projects to the OLD HI datum.
 TU0397.See file dsdata.txt to determine how the superseded data were derived.
 TU0397
 TU0397_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2090060298(NAD 83)
 TU0397_MARKER: DE = TRAVERSE STATION DISK
 TU0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0397_SP_SET: MEDIAN
 TU0397_STAMPING: 1-12 1969
 TU0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0397
 TU0397  HISTORY     - Date     Condition        Report By
 TU0397  HISTORY     - 1969     MONUMENTED       CGS
 TU0397  HISTORY     - 1969     GOOD             NGS
 TU0397
 TU0397                          STATION DESCRIPTION
 TU0397
 TU0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0397'STATION IS LOCATED IN NUUNAU VALLEY ABOUT 3 MILES NORTHERLY FROM
 TU0397'DOWNTOWN HONOLULU AT THE INTERSECTION OF THE PALI HIGHWAY AND
 TU0397'DOWSETT AVENUE.
 TU0397'
 TU0397'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-12 1969
 TU0397'CEMENTED IN DRILL HOLE IN CONCRETE PORTION OF MEDIAL STRIP OF PALI
 TU0397'HIGHWAY.  THE STATION IS 8.75 FT. FROM END OF A 42 FOOT CONCRETE
 TU0397'MEDIAL STRIP BETWEEN THE TOWN AND PALI LANES OF THE HIGHWAY AND
 TU0397'IS ON THE PALI SIDE OF DOWSETT AVENUE ACCESS LANE.  A PEDESTRIAN
 TU0397'CROSS WALK RUNS OVER THE STATION.  TIES FROM THE STATION ARE--NW
 TU0397'54.74 FT. TO + IN CONCRETE SIDEWALK ON NORTHWEST SIDE OF PALI
 TU0397'HIGHWAY.  SE 29.60 FT. TO + IN CONCRETE CURB OF MEDIAL STRIP.
 TU0397'THESE POINTS BEING ON LINE WITH PAUOA 1927 1969.
 TU0397'
 TU0397'GEODIMETER CONNECTION BETWEEN PAUOA 1927 1969 AND STATE SURVEY
 TU0397'1-12 1969.
 TU0397'
 TU0397'THIS STATION IS ALSO BENCH MARK 1-12 (SS) OF THE 1969 FIRST ORDER
 TU0397'LEVELING.
 TU0397
 TU0397                          STATION RECOVERY (1969)
 TU0397
 TU0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0397'2.8 MI NE FROM HONOLULU.
 TU0397'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0397'SOUTH BERETANIA STREET AT HONOLULU, AT THE JUNCTION OF DOWSETT AVENUE,
 TU0397'IN THE CONCRETE MEDIAN OF THE HIGHWAY LANES, 26.1 FEET SOUTHEAST OF
 TU0397'THE CENTER LINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 47 FEET
 TU0397'NORTHEAST OF THE EXTENDED CENTER LINE OF THE AVENUE, 16 FEET SOUTHWEST
 TU0397'OF THE CENTER OF A 2-FOOT IRON MANHOLE COVER OF A STORM DRAIN IN THE
 TU0397'MEDIAN, 15.9 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST BOUND
 TU0397'LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0390 ***********************************************************************
 TU0390  DESIGNATION -  1 5
 TU0390  PID         -  TU0390
 TU0390  STATE/COUNTY-  HI/HONOLULU
 TU0390  USGS QUAD   -  HONOLULU (1983)
 TU0390
 TU0390                         *CURRENT SURVEY CONTROL
 TU0390  ___________________________________________________________________
 TU0390* NAD 83(1993)-  21 19 44.18551(N)    157 50 43.98122(W)     ADJUSTED  
 TU0390* LOCAL TIDAL -        74.460  (meters)     244.29   (feet)  ADJ UNCH  
 TU0390  ___________________________________________________________________
 TU0390  EPOCH DATE  -        1993.62
 TU0390  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 TU0390  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0390
 TU0390  HORZ ORDER  -  SECOND
 TU0390  VERT ORDER  -  FIRST     CLASS II
 TU0390
 TU0390.The horizontal coordinates were established by classical geodetic methods
 TU0390.and adjusted by the National Geodetic Survey in December 1998..
 TU0390.The horizontal coordinates are valid at the epoch date displayed above.
 TU0390.The epoch date for horizontal control is a decimal equivalence
 TU0390.of Year/Month/Day.
 TU0390
 TU0390.The orthometric height was key entered from printed documents
 TU0390.and not key verified.
 TU0390
 TU0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0390
 TU0390.The geoid height was determined by GEOID03.
 TU0390
 TU0390;                    North         East     Units Scale Factor Converg.
 TU0390;SPC HI 3     -    17,974.668   516,022.601   MT  0.99999317   +0 03 22.2
 TU0390;UTM  04      - 2,358,991.820   619,721.743   MT  0.99977712   +0 25 11.8
 TU0390
 TU0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0390!SPC HI 3     -   0.99998580  x   0.99999317  =   0.99997897
 TU0390!UTM  04      -   0.99998580  x   0.99977712  =   0.99976293
 TU0390
 TU0390                          SUPERSEDED SURVEY CONTROL
 TU0390
 TU0390  NAD 83(1986)-  21 19 44.13516(N)    157 50 43.99053(W) AD(       ) 2
 TU0390  OLD HI      -  21 19 55.53236(N)    157 50 53.86640(W) AD(       ) 2
 TU0390
 TU0390.Superseded values are not recommended for survey control.
 TU0390.NGS no longer adjusts projects to the OLD HI datum.
 TU0390.See file dsdata.txt to determine how the superseded data were derived.
 TU0390
 TU0390_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1972258992(NAD 83)
 TU0390_MARKER: DB = BENCH MARK DISK
 TU0390_SETTING: 0 = UNSPECIFIED SETTING
 TU0390_STAMPING: 1-5 1969
 TU0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0390
 TU0390  HISTORY     - Date     Condition        Report By
 TU0390  HISTORY     - 1969     MONUMENTED       CGS
 TU0390  HISTORY     - 1969     GOOD             CGS
 TU0390  HISTORY     - 19990523 GOOD             USPSQD
 TU0390
 TU0390                          STATION DESCRIPTION
 TU0390
 TU0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0390'STATION IS LOCATED IN NUUANU VALLEY ABOUT 2 MILES NORTHERLY FROM
 TU0390'DOWNTOWN HONOLULU AT THE INTERSECTION OF THE PALI HIGHWAY AND
 TU0390'COELHO WAY.
 TU0390'
 TU0390'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-5 1969 IN
 TU0390'CONCRETE MONUMENT IN TRAFFIC ISLAND AT THE WESTERLY SIDE OF THE
 TU0390'PALI HIGHWAY AND SOUTHEAST END OF COELHO WAY.  TIES FROM THE
 TU0390'STATION MARK ARE--NW 25.94 FT. TO + IN CONCRETE CURB AND SE
 TU0390'68.73 FT. TO + IN CONCRETE CURB, THESE POINTS BEING ON LINE WITH
 TU0390'PAUOA 1927 1969.  NE 32.99 FT. TO + IN CONCRETE CURB, THIS POINT
 TU0390'BEING ON LINE WITH PUNCHBOWL 1873 1928.
 TU0390'
 TU0390'GEODIMETER CONNECTION WAS MADE BETWEEN PAUOA 1927 1969 AND STATE
 TU0390'SURVEY 1-5 1969.
 TU0390'
 TU0390'THIS STATION IS ALSO BENCH MARK 1-5 (SS) OF THE 1969 FIRST ORDER
 TU0390'LEVELING.
 TU0390
 TU0390                          STATION RECOVERY (1969)
 TU0390
 TU0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0390'1.65 MI NE FROM HONOLULU.
 TU0390'1.65 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0390'BERETANIA STREET AT HONOLULU, IN THE CENTER OF A CONCRETE ISLAND
 TU0390'FORMED BY THE JUNCTION OF ENTRANCE AND EXIT ROADS OF COELHOWAY AND THE
 TU0390'SOUTH BOUND LANES OF THE HIGHWAY, ACROSS THE HIGHWAY FROM THE
 TU0390'PHILIPPINE CONSULATE OFFICE, 35.1 FEET WEST OF THE CENTER LINE OF THE
 TU0390'SOUTH BOUND LANES OF THE HIGHWAY, 31.0 FEET NORTH-NORTHEAST OF
 TU0390'COELHOWAY AND PALI HWY SIGN, 18.3 FEET NORTH-NORTHWEST OF THE
 TU0390'SOUTH-SOUTHEAST POINT OF THE ISLAND, 14.2 FEET EAST-SOUTHEAST OF A
 TU0390'KEEP RIGHT SIGN WHICH IS IN THE ISLAND, AND ABOUT 0.5 FOOT ABOVE THE
 TU0390'ROAD.
 TU0390
 TU0390                          STATION RECOVERY (1999)
 TU0390
 TU0390'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0260 ***********************************************************************
 TU0260  DESIGNATION -  1 8
 TU0260  PID         -  TU0260
 TU0260  STATE/COUNTY-  HI/HONOLULU
 TU0260  USGS QUAD   -  HONOLULU (1983)
 TU0260
 TU0260                         *CURRENT SURVEY CONTROL
 TU0260  ___________________________________________________________________
 TU0260* NAD 83(1993)-  21 19 59.67507(N)    157 53 41.13834(W)     ADJUSTED  
 TU0260* LOCAL TIDAL -         2.630  (meters)       8.63   (feet)  ADJ UNCH  
 TU0260  ___________________________________________________________________
 TU0260  EPOCH DATE  -        1993.62
 TU0260  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 TU0260  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU0260
 TU0260  HORZ ORDER  -  SECOND
 TU0260  VERT ORDER  -  FIRST     CLASS II
 TU0260
 TU0260.The horizontal coordinates were established by classical geodetic methods
 TU0260.and adjusted by the National Geodetic Survey in December 1998..
 TU0260.The horizontal coordinates are valid at the epoch date displayed above.
 TU0260.The epoch date for horizontal control is a decimal equivalence
 TU0260.of Year/Month/Day.
 TU0260
 TU0260.The orthometric height was key entered from printed documents
 TU0260.and not key verified.
 TU0260
 TU0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0260
 TU0260.The geoid height was determined by GEOID03.
 TU0260
 TU0260;                    North         East     Units Scale Factor Converg.
 TU0260;SPC HI 3     -    18,446.852   510,917.202   MT  0.99999147   +0 02 17.8
 TU0260;UTM  04      - 2,359,431.479   614,614.586   MT  0.99976233   +0 24 07.6
 TU0260
 TU0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0260!SPC HI 3     -   0.99999712  x   0.99999147  =   0.99998859
 TU0260!UTM  04      -   0.99999712  x   0.99976233  =   0.99975945
 TU0260
 TU0260|---------------------------------------------------------------------|
 TU0260| PID    Reference Object                     Distance      Geod. Az  |
 TU0260|                                                           dddmmss.s |
 TU0260| TU1445 STATE SURVEY 1 8C                   163.242 METERS 09339     |
 TU0260| TU1258 PUNCHBOWL RESET                     APPROX. 5.3 KM 1161035.6 |
 TU0260|---------------------------------------------------------------------|
 TU0260
 TU0260                          SUPERSEDED SURVEY CONTROL
 TU0260
 TU0260  NAD 83(1986)-  21 19 59.62452(N)    157 53 41.14778(W) AD(       ) 2
 TU0260  OLD HI      -  21 20 11.01811(N)    157 53 51.02557(W) AD(       ) 2
 TU0260
 TU0260.Superseded values are not recommended for survey control.
 TU0260.NGS no longer adjusts projects to the OLD HI datum.
 TU0260.See file dsdata.txt to determine how the superseded data were derived.
 TU0260
 TU0260_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1461559431(NAD 83)
 TU0260_MARKER: DD = SURVEY DISK
 TU0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0260_SP_SET: MEMORIAL
 TU0260_STAMPING: 1-8 1969
 TU0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0260
 TU0260  HISTORY     - Date     Condition        Report By
 TU0260  HISTORY     - 1969     MONUMENTED       CGS
 TU0260  HISTORY     - 1969     GOOD             NGS
 TU0260  HISTORY     - 1983     GOOD             USCG
 TU0260
 TU0260                          STATION DESCRIPTION
 TU0260
 TU0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0260'STATION IS LOCATED 0.50 MILE EAST OF HONOLULU INTERNATIONAL
 TU0260'AIRPORT, BETWEEN NIMITZ HIGHWAY AND THE NORTH END OF KEEHI
 TU0260'LAGOON.  THE STATION IS IN THE PACIFIC WAR MEMORIAL SITE, ABOUT
 TU0260'192 FT. SOUTH OF NIMITZ HIGHWAY AND ADJOINING THE NORTHEAST SIDE
 TU0260'OF KEEHI LAGOON BEACH PARK.  TO REACH THE STATION FROM NIMITZ
 TU0260'HIGHWAY AND LAGOON DRIVE, GO SOUTH ALONG LAGOON DRIVE FOR 0.9
 TU0260'MILE TO AOLELE STREET, TURN LEFT INTO KEEHI LAGOON BEACH PARK
 TU0260'AND CONTINUE THRU PARK TO ITS NORTHEAST CORNER.  THE MEMORIAL
 TU0260'SITE IS JUST AHEAD.
 TU0260'
 TU0260'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-8 1969
 TU0260'CEMENTED IN DRILL HOLE IN CONCRETE TOP OF STONEWALL AT THE
 TU0260'NORTHEAST CORNER OF THE PACIFIC WAR MEMORIAL.  TIES FROM THE
 TU0260'STATION ARE--SW 184.85 FT. TO CROSS CUT IN CONCRETE CURB ON EAST
 TU0260'SIDE OF ACCESS ROAD TO SITE AND ON LINE WITH HAUIKI STATION,
 TU0260'W 202.69 FT. TO A CROSS CUT IN CONCRETE CURB ON EAST SIDE OF
 TU0260'ACCESS ROAD AND ON LINE WITH PUNCHBOWL STATION.
 TU0260'
 TU0260'GEODIMETER CONNECTION WAS MADE BETWEEN PUNCHBOWL 1873 1928 TO
 TU0260'STATE SURVEY 1-8 1969.  THIS STATION IS ALSO BENCH MARK 1-8 (SS)
 TU0260'OF THE 1969 FIRST ORDER LEVELS.
 TU0260
 TU0260                          STATION RECOVERY (1969)
 TU0260
 TU0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0260'3.45 MI NW FROM HONOLULU.
 TU0260'0.25 MILE NORTHWEST ALONG QUEEN STREET FROM THE POST OFFICE AT
 TU0260'HONOLULU, THENCE 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 92, IN THE
 TU0260'TOP OF THE NORTHEAST CORNER OF A RETAINING WALL AROUND THE KEEHI
 TU0260'LAGOON MEMORIAL, 201.5 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND
 TU0260'LANES OF THE HIGHWAY, 180 FEET EAST OF THE CENTER LINE OF AN ENTRANCE
 TU0260'ROAD TO THE MEMORIAL, 30.6 FEET NORTHEAST OF THE CENTER OF A MONUMENT,
 TU0260'2.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE WALL, AND ABOUT 4
 TU0260'FEET ABOVE THE GROUND.
 TU0260
 TU0260                          STATION RECOVERY (1983)
 TU0260
 TU0260'RECOVERY NOTE BY US COAST GUARD 1983 (MAT)
 TU0260'NO. 1-8/1969 RECOVERED EXCELLENT.
 TU0260'
 TU0260'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GIVEN IN 1969
 TU0260'BY CARL ANNIS ADEQUATE WITH THE EXCEPTION THAT THE NORTH/SOUTH
 TU0260'ROAD ADJACENT TO DAV MEMORIAL SHOWN IN HIS DIAGRAM NO LONGER
 TU0260'CONNECTS WITH NIMITZ HWY.  THE TWO + ON THE CURB STILL EXIST.  THE
 TU0260'MEMORIAL INDICATED IN THE DIAGRAM BY A WHITE CROSS IS A
 TU0260'WHITE PILLAR IN THAT SHAPE IN EXCESS OF 35 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1723 ***********************************************************************
 TU1723  DESIGNATION -  100+23.38
 TU1723  PID         -  TU1723
 TU1723  STATE/COUNTY-  HI/HONOLULU
 TU1723  USGS QUAD   -  WAIANAE (1983)
 TU1723
 TU1723                         *CURRENT SURVEY CONTROL
 TU1723  ___________________________________________________________________
 TU1723* NAD 83(1993)-  21 23 32.39374(N)    158 09 25.56211(W)     ADJUSTED  
 TU1723* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1723  ___________________________________________________________________
 TU1723  EPOCH DATE  -        1993.62
 TU1723  LAPLACE CORR-           7.27  (seconds)                    DEFLEC99
 TU1723  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1723
 TU1723  HORZ ORDER  -  THIRD
 TU1723
 TU1723.The horizontal coordinates were established by classical geodetic methods
 TU1723.and adjusted by the National Geodetic Survey in December 1998..
 TU1723.The horizontal coordinates are valid at the epoch date displayed above.
 TU1723.The epoch date for horizontal control is a decimal equivalence
 TU1723.of Year/Month/Day.
 TU1723
 TU1723.The orthometric height was scaled from a topographic map.
 TU1723
 TU1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1723
 TU1723.The geoid height was determined by GEOID03.
 TU1723
 TU1723;                    North         East     Units Scale Factor Converg.
 TU1723;SPC HI 3     -    24,993.671   483,709.401   MT  0.99999328   -0 03 26.3
 TU1723;UTM  04      - 2,365,803.489   587,372.903   MT  0.99969433   +0 18 26.9
 TU1723
 TU1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1723!SPC HI 3     -   0.99999711  x   0.99999328  =   0.99999039
 TU1723!UTM  04      -   0.99999711  x   0.99969433  =   0.99969144
 TU1723
 TU1723:                Primary Azimuth Mark                     Grid Az
 TU1723:SPC HI 3     -  PI MON 1 A                               134 45 41.9
 TU1723:UTM  04      -  PI MON 1 A                               134 23 48.7
 TU1723
 TU1723|---------------------------------------------------------------------|
 TU1723| PID    Reference Object                     Distance      Geod. Az  |
 TU1723|                                                           dddmmss.s |
 TU1723| TU1721 PI MON 1 A                          APPROX. 1.4 KM 1344215.6 |
 TU1723| TU0614 8 8 SS                               87.963 METERS 24356     |
 TU1723|---------------------------------------------------------------------|
 TU1723
 TU1723                          SUPERSEDED SURVEY CONTROL
 TU1723
 TU1723  NAD 83(1986)-  21 23 32.34171(N)    158 09 25.57419(W) AD(       ) 3
 TU1723  OLD HI      -  21 23 43.72750(N)    158 09 35.46507(W) AD(       ) 3
 TU1723
 TU1723.Superseded values are not recommended for survey control.
 TU1723.NGS no longer adjusts projects to the OLD HI datum.
 TU1723.See file dsdata.txt to determine how the superseded data were derived.
 TU1723
 TU1723_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8737365803(NAD 83)
 TU1723
 TU1723  HISTORY     - Date     Condition        Report By
 TU1723  HISTORY     - 1970     MONUMENTED       HIDT
 TU1723
 TU1723                          STATION DESCRIPTION
 TU1723
 TU1723'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1723'TO REACH STATION FROM THE U.S. POST OFFICE, NANAKULI BRANCH, AT
 TU1723'THE INTERSECTION OF HIGHWAY 90 AND LUALUALEI NAVAL AMMUNITION
 TU1723'DEPOT ROAD, PROCEED 0.5 MILE NORTHWEST ALONG HIGHWAY 90 TO
 TU1723'ULEHAWA STREAM BRIDGE.  STATION IS LOCATED ON THE NORTHEAST
 TU1723'CONCRETE ABUTMENT ON THE SOUTHEAST END OF ULEHAWA STREAM BRIDGE.
 TU1723'
 TU1723'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED
 TU1723'0+00=100+23.88 1970 SET ON ULEHAWA STREAM BRIDGE CONCRETE
 TU1723'ABUTMENT AND 0.75 FOOT ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0451 ***********************************************************************
 TU0451  DESIGNATION -  109.20
 TU0451  PID         -  TU0451
 TU0451  STATE/COUNTY-  HI/HONOLULU
 TU0451  USGS QUAD   -  PEARL HARBOR (1983)
 TU0451
 TU0451                         *CURRENT SURVEY CONTROL
 TU0451  ___________________________________________________________________
 TU0451* NAD 83(1986)-  21 21 05.     (N)    157 57 28.     (W)     SCALED    
 TU0451* LOCAL TIDAL -         2.591  (meters)       8.50   (feet)  ADJ UNCH  
 TU0451  ___________________________________________________________________
 TU0451  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0451
 TU0451  VERT ORDER  -  SECOND    CLASS 0
 TU0451
 TU0451.The horizontal coordinates were scaled from a topographic map and have
 TU0451.an estimated accuracy of +/- 6 seconds.
 TU0451
 TU0451.The orthometric height was key entered from printed documents
 TU0451.and not key verified.
 TU0451
 TU0451.The geoid height was determined by GEOID03.
 TU0451
 TU0451;                    North         East    Units  Estimated Accuracy
 TU0451;SPC HI 3     -    20,450.      504,380.      MT  (+/- 180 meters Scaled)
 TU0451
 TU0451                          SUPERSEDED SURVEY CONTROL
 TU0451
 TU0451.No superseded survey control is available for this station.
 TU0451
 TU0451_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ080613(NAD 83)
 TU0451_MARKER: Z = SEE DESCRIPTION
 TU0451_SETTING: 0 = UNSPECIFIED SETTING
 TU0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0451
 TU0451  HISTORY     - Date     Condition        Report By
 TU0451  HISTORY     - UNK      MONUMENTED       DOD
 TU0451  HISTORY     - 1966     GOOD             NGS
 TU0451  HISTORY     - 20030708 MARK NOT FOUND   GEOCAC
 TU0451
 TU0451                          STATION DESCRIPTION
 TU0451
 TU0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0451'7 MI NW FROM HONOLULU.
 TU0451'THE BENCH MARK IS A 3/4 INCH BRASS PIN SET IN A CONCRETE POST AT THE
 TU0451'INTERSECTION OF AVENUE E AND SIXTH STREET IN PEAR HARBOR.  THE BENCH
 TU0451'MARK IS SET ON THE CENTERLINE OF AVENUE E AND 39 1/2 FEET SOUTHEAST OF
 TU0451'THE CENTERLINE OF SIXTH STREET AND BELOW STREET LEVEL.  IT IS REACHED
 TU0451'BY REMOVING A SMALL (APPROXIMATELY 6 IN DIAMETER) MANHOLE COVER SET
 TU0451'JUST BELOW THE SURFACE OF PAVEMENT.  NOTE-- THIS BENCH MARK WAS
 TU0451'PREVIOUSLY DESCRIBED AS BEING AT THE POINT OF INTERSECTION OF AVENUE E
 TU0451'AND FIRST STREET.  CONSTRUCTION HAS SLIGHTLY CHANGED THE ALIGNMENT OF
 TU0451'FIRST STREET AND THE NAME HAS BEEN CHANGED TO SIXTH STREET.
 TU0451
 TU0451                          STATION RECOVERY (2003)
 TU0451
 TU0451'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0451'A SMALL MANHOLE COVER IN ABOUT THE RIGHT LOCATION WAS FOUND. IT IS
 TU0451'LABELED WATER OPEN AND HAS AN ARROW SHOWING THE DIRECTION TO TURN THE
 TU0451'COVER. I DID NOT OPEN THE COVER AS THERE IS A LOT OF TRAFFIC OVER THE
 TU0451'SITE. THIS IS IN THE NAVY'S CONTROLLED INDUSTRIAL AREA SPECIAL
 TU0451'PERMISSIN IS REQUIRED TO ENTER THIS AREA. THE STREET NAMES HAVE BEEN
 TU0451'CHANGED AGAIN. AVE E IS NOW RUSSELL AVENUE AND SIXTH STREET IS NOW
 TU0451'LAKE ERIE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2242 ***********************************************************************
 TU2242  DESIGNATION -  11 A HIGS 1978
 TU2242  PID         -  TU2242
 TU2242  STATE/COUNTY-  HI/HAWAII
 TU2242  USGS QUAD   -  HILO (1995)
 TU2242
 TU2242                         *CURRENT SURVEY CONTROL
 TU2242  ___________________________________________________________________
 TU2242* NAD 83(1993)-  19 39 41.78021(N)    155 03 32.32326(W)     ADJUSTED  
 TU2242* LOCAL TIDAL -        77.0    (meters)     253.     (feet)  VERT ANG  
 TU2242  ___________________________________________________________________
 TU2242  EPOCH DATE  -        1993.62
 TU2242  LAPLACE CORR-         -17.37  (seconds)                    DEFLEC99
 TU2242  GEOID HEIGHT-          18.09  (meters)                     GEOID03
 TU2242
 TU2242  HORZ ORDER  -  FIRST
 TU2242
 TU2242.The horizontal coordinates were established by classical geodetic methods
 TU2242.and adjusted by the National Geodetic Survey in December 1998..
 TU2242.The horizontal coordinates are valid at the epoch date displayed above.
 TU2242.The epoch date for horizontal control is a decimal equivalence
 TU2242.of Year/Month/Day.
 TU2242
 TU2242.The orthometric height was determined by vertical angle observations.
 TU2242
 TU2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2242
 TU2242.The geoid height was determined by GEOID03.
 TU2242
 TU2242;                    North         East     Units Scale Factor Converg.
 TU2242;SPC HI 1     -    91,742.482   546,248.230   MT  0.99999309   +0 08 54.2
 TU2242;UTM  05      - 2,175,340.764   284,127.371   MT  1.00017604   -0 41 35.0
 TU2242
 TU2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2242!SPC HI 1     -   0.99998505  x   0.99999309  =   0.99997814
 TU2242!UTM  05      -   0.99998505  x   1.00017604  =   1.00016109
 TU2242
 TU2242:                Primary Azimuth Mark                     Grid Az
 TU2242:SPC HI 1     -  11 B HIGS 1978                           326 50 26.1
 TU2242:UTM  05      -  11 B HIGS 1978                           327 40 55.3
 TU2242
 TU2242|---------------------------------------------------------------------|
 TU2242| PID    Reference Object                     Distance      Geod. Az  |
 TU2242|                                                           dddmmss.s |
 TU2242| TU2243 11 B HIGS 1978                      APPROX. 0.5 KM 3265920.3 |
 TU2242|---------------------------------------------------------------------|
 TU2242
 TU2242                          SUPERSEDED SURVEY CONTROL
 TU2242
 TU2242  NAD 83(1986)-  19 39 41.74673(N)    155 03 32.34692(W) AD(       ) 1
 TU2242  OLD HI      -  19 39 52.67320(N)    155 03 42.31851(W) AD(       ) 1
 TU2242
 TU2242.Superseded values are not recommended for survey control.
 TU2242.NGS no longer adjusts projects to the OLD HI datum.
 TU2242.See file dsdata.txt to determine how the superseded data were derived.
 TU2242
 TU2242_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8412775341(NAD 83)
 TU2242_MARKER: Z = SEE DESCRIPTION
 TU2242_SETTING: 0 = UNSPECIFIED SETTING
 TU2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2242+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 TU2242
 TU2242  HISTORY     - Date     Condition        Report By
 TU2242  HISTORY     - 1978     MONUMENTED       HIGS
 TU2242  HISTORY     - 20051010 GOOD             USPSQD
 TU2242
 TU2242                          STATION DESCRIPTION
 TU2242
 TU2242'DESCRIBED BY HAWAII GEODETIC SURVEY 1978 (LAC)
 TU2242'THE STATION IS LOCATED BETWEEN THE DIVIDED NORTHWEST-SOUTHEAST-BOUND
 TU2242'LANES OF STATE HIGHWAY 11, AT THE INTERSECTION OF MAMAKI
 TU2242'STREET, AND IS AIRLINE ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF THE
 TU2242'CENTER OF HILO.
 TU2242'
 TU2242'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2242'19 IN THE EAST PART OF HILO GO SOUTH AND SOUTHEAST ON STATE
 TU2242'HIGHWAY 11 FOR 4.55 MILES TO A CROSSROAD (MAMAKI STREET) AND
 TU2242'THE STATION ON THE LEFT.
 TU2242'
 TU2242'THE STATION MARK IS A STATE OF HAWAII SURVEY MARK DISK STAMPED
 TU2242'11A 1978 SET IN THE 12-INCH-ROUND TOP OF A CONCRETE MONUMENT
 TU2242'FLUSH WITH THE GROUND.  IT IS 78.3 FEET SOUTHWEST OF POWER POLE
 TU2242'23, 30.0 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST-BOUND
 TU2242'LANES OF THE HIGHWAY, 8.8 FEET NORTHWEST OF THE CENTERLINE OF
 TU2242'MAMAKI STREET, AND 4.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 TU2242'THE PAVEMENT.
 TU2242'
 TU2242'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU2242
 TU2242                          STATION RECOVERY (2005)
 TU2242
 TU2242'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2243 ***********************************************************************
 TU2243  DESIGNATION -  11 B HIGS 1978
 TU2243  PID         -  TU2243
 TU2243  STATE/COUNTY-  HI/HAWAII
 TU2243  USGS QUAD   -  HILO (1995)
 TU2243
 TU2243                         *CURRENT SURVEY CONTROL
 TU2243  ___________________________________________________________________
 TU2243* NAD 83(1993)-  19 39 56.68904(N)    155 03 42.54815(W)     ADJUSTED  
 TU2243* LOCAL TIDAL -        75.8    (meters)     249.     (feet)  VERT ANG  
 TU2243  ___________________________________________________________________
 TU2243  EPOCH DATE  -        1993.62
 TU2243  LAPLACE CORR-         -17.38  (seconds)                    DEFLEC99
 TU2243  GEOID HEIGHT-          18.14  (meters)                     GEOID03
 TU2243
 TU2243  HORZ ORDER  -  FIRST
 TU2243
 TU2243.The horizontal coordinates were established by classical geodetic methods
 TU2243.and adjusted by the National Geodetic Survey in December 1998..
 TU2243.The horizontal coordinates are valid at the epoch date displayed above.
 TU2243.The epoch date for horizontal control is a decimal equivalence
 TU2243.of Year/Month/Day.
 TU2243
 TU2243.The orthometric height was determined by vertical angle observations.
 TU2243
 TU2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2243
 TU2243.The geoid height was determined by GEOID03.
 TU2243
 TU2243;                    North         East     Units Scale Factor Converg.
 TU2243;SPC HI 1     -    92,200.156   545,949.200   MT  0.99999275   +0 08 50.9
 TU2243;UTM  05      - 2,175,802.865   283,835.041   MT  1.00017760   -0 41 38.9
 TU2243
 TU2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2243!SPC HI 1     -   0.99998523  x   0.99999275  =   0.99997798
 TU2243!UTM  05      -   0.99998523  x   1.00017760  =   1.00016283
 TU2243
 TU2243:                Primary Azimuth Mark                     Grid Az
 TU2243:SPC HI 1     -  11 A HIGS 1978                           146 50 26.0
 TU2243:UTM  05      -  11 A HIGS 1978                           147 40 55.8
 TU2243
 TU2243|---------------------------------------------------------------------|
 TU2243| PID    Reference Object                     Distance      Geod. Az  |
 TU2243|                                                           dddmmss.s |
 TU2243| TU2242 11 A HIGS 1978                      APPROX. 0.5 KM 1465916.9 |
 TU2243|---------------------------------------------------------------------|
 TU2243
 TU2243                          SUPERSEDED SURVEY CONTROL
 TU2243
 TU2243  NAD 83(1986)-  19 39 56.65578(N)    155 03 42.57160(W) AD(       ) 1
 TU2243  OLD HI      -  19 40 07.58348(N)    155 03 52.54309(W) AD(       ) 1
 TU2243
 TU2243.Superseded values are not recommended for survey control.
 TU2243.NGS no longer adjusts projects to the OLD HI datum.
 TU2243.See file dsdata.txt to determine how the superseded data were derived.
 TU2243
 TU2243_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8383575803(NAD 83)
 TU2243_MARKER: Z = SEE DESCRIPTION
 TU2243_SETTING: 0 = UNSPECIFIED SETTING
 TU2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2243+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 TU2243
 TU2243  HISTORY     - Date     Condition        Report By
 TU2243  HISTORY     - 1978     MONUMENTED       HIGS
 TU2243  HISTORY     - 20051010 GOOD             USPSQD
 TU2243
 TU2243                          STATION DESCRIPTION
 TU2243
 TU2243'DESCRIBED BY HAWAII GEODETIC SURVEY 1978 (LAC)
 TU2243'THE STATION IS LOCATED BETWEEN THE DIVIDED NORTHWEST-SOUTHEAST-BOUND
 TU2243'LANES OF STATE HIGHWAY 11, AT THE INTERSECTION OF LAMA
 TU2243'STREET, AND IS AIRLINE ABOUT 4 MILES SOUTH-SOUTHEAST OF THE
 TU2243'CENTER OF HILO.
 TU2243'
 TU2243'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 TU2243'AND 19 IN THE EAST PART OF HILO GO SOUTH AND SOUTHEAST ON
 TU2243'STATE HIGHWAY 11 FOR 4.15 MILES TO A SIDE ROAD (LAMA STREET)
 TU2243'AND THE STATION ON THE LEFT.
 TU2243'
 TU2243'THE STATION MARK IS A STATE OF HAWAII SURVEY MARK DISK STAMPED
 TU2243'11B 1978 SET IN THE 12-INCH-ROUND TOP OF A CONCRETE MONUMENT
 TU2243'FLUSH WITH THE GROUND.  IT IS 52.0 FEET SOUTHWEST OF THE
 TU2243'CENTERLINE OF THE NORTHWEST-BOUND LANES OF THE HIGHWAY, 38.6
 TU2243'FEET SOUTHEAST OF THE CENTERLINE OF LAMA STREET, 34.3 FEET SOUTH
 TU2243'OF A STOP SIGN, AND ON TOP OF A LOW MOUND.
 TU2243'
 TU2243'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU2243
 TU2243                          STATION RECOVERY (2005)
 TU2243
 TU2243'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU2243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2244 ***********************************************************************
 TU2244  DESIGNATION -  11 C HIGS 1978
 TU2244  PID         -  TU2244
 TU2244  STATE/COUNTY-  HI/HAWAII
 TU2244  USGS QUAD   -  HILO (1995)
 TU2244
 TU2244                         *CURRENT SURVEY CONTROL
 TU2244  ___________________________________________________________________
 TU2244* NAD 83(1993)-  19 40 17.03279(N)    155 03 52.39657(W)     ADJUSTED  
 TU2244* LOCAL TIDAL -        65.8    (meters)     216.     (feet)  VERT ANG  
 TU2244  ___________________________________________________________________
 TU2244  EPOCH DATE  -        1993.62
 TU2244  LAPLACE CORR-         -17.40  (seconds)                    DEFLEC99
 TU2244  GEOID HEIGHT-          18.18  (meters)                     GEOID03
 TU2244
 TU2244  HORZ ORDER  -  FIRST
 TU2244
 TU2244.The horizontal coordinates were established by classical geodetic methods
 TU2244.and adjusted by the National Geodetic Survey in December 1998..
 TU2244.The horizontal coordinates are valid at the epoch date displayed above.
 TU2244.The epoch date for horizontal control is a decimal equivalence
 TU2244.of Year/Month/Day.
 TU2244
 TU2244.The orthometric height was determined by vertical angle observations.
 TU2244
 TU2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2244
 TU2244.The geoid height was determined by GEOID03.
 TU2244
 TU2244;                    North         East     Units Scale Factor Converg.
 TU2244;SPC HI 1     -    92,824.984   545,660.723   MT  0.99999243   +0 08 47.7
 TU2244;UTM  05      - 2,176,431.981   283,555.723   MT  1.00017909   -0 41 42.9
 TU2244
 TU2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2244!SPC HI 1     -   0.99998680  x   0.99999243  =   0.99997923
 TU2244!UTM  05      -   0.99998680  x   1.00017909  =   1.00016589
 TU2244
 TU2244|---------------------------------------------------------------------|
 TU2244| PID    Reference Object                     Distance      Geod. Az  |
 TU2244|                                                           dddmmss.s |
 TU2244| TU2245 PANAEWA                             246.284 METERS 00603     |
 TU2244| TU2243 11 B HIGS 1978                      APPROX. 0.7 KM 1552151.5 |
 TU2244|---------------------------------------------------------------------|
 TU2244
 TU2244                          SUPERSEDED SURVEY CONTROL
 TU2244
 TU2244  NAD 83(1986)-  19 40 16.99976(N)    155 03 52.41960(W) AD(       ) 1
 TU2244  OLD HI      -  19 40 27.92902(N)    155 04 02.39083(W) AD(       ) 1
 TU2244
 TU2244.Superseded values are not recommended for survey control.
 TU2244.NGS no longer adjusts projects to the OLD HI datum.
 TU2244.See file dsdata.txt to determine how the superseded data were derived.
 TU2244
 TU2244_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8355676432(NAD 83)
 TU2244_MARKER: Z = SEE DESCRIPTION
 TU2244_SETTING: 0 = UNSPECIFIED SETTING
 TU2244
 TU2244  HISTORY     - Date     Condition        Report By
 TU2244  HISTORY     - 1978     MONUMENTED       HIGS
 TU2244
 TU2244                          STATION DESCRIPTION
 TU2244
 TU2244'DESCRIBED BY HAWAII GEODETIC SURVEY 1978 (LAC)
 TU2244'THE STATION IS LOCATED NEAR THE CENTER OF A TRAFFIC ISLAND IN
 TU2244'A SHORT ROAD CONNECTION BETWEEN STATE HIGHWAY 11 AND KILAUEA
 TU2244'AVENUE AND IS AIRLINE ABOUT 3-3/4 MILES SOUTH-SOUTHEAST OF THE
 TU2244'CENTER OF HILO.
 TU2244'
 TU2244'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 TU2244'AND 19 IN THE EAST PART OF HILO GO SOUTH ON STATE HIGHWAY 11
 TU2244'FOR 3.7 MILES TO A SIDE ROAD AND THE STATION ON THE RIGHT.
 TU2244'
 TU2244'THE STATION MARK IS A STATE OF HAWAII SURVEY MARK DISK STAMPED
 TU2244'11C 1978 SET IN THE 12-INCH-ROUND TOP OF A CONCRETE MONUMENT
 TU2244'FLUSH WITH THE GROUND.  IT IS 59.0 FEET NORTHWEST OF POWER POLE
 TU2244'86, 27.5 FEET WEST OF THE EAST END OF THE TRAFFIC ISLAND, AND 3.5
 TU2244'FEET NORTH OF A CURB.
 TU2244'
 TU2244'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2159 ***********************************************************************
 TU2159  DESIGNATION -  1210=KAIWIKI NEW
 TU2159  PID         -  TU2159
 TU2159  STATE/COUNTY-  HI/HAWAII
 TU2159  USGS QUAD   -  AKAKA FALLS (1981)
 TU2159
 TU2159                         *CURRENT SURVEY CONTROL
 TU2159  ___________________________________________________________________
 TU2159* NAD 83(1993)-  19 45 21.55962(N)    155 07 54.17321(W)     ADJUSTED  
 TU2159* LOCAL TIDAL -       369.1    (meters)    1211.     (feet)  VERT ANG  
 TU2159  ___________________________________________________________________
 TU2159  EPOCH DATE  -        1993.62
 TU2159  LAPLACE CORR-         -19.55  (seconds)                    DEFLEC99
 TU2159  GEOID HEIGHT-          19.41  (meters)                     GEOID03
 TU2159
 TU2159  HORZ ORDER  -  FIRST
 TU2159
 TU2159.The horizontal coordinates were established by classical geodetic methods
 TU2159.and adjusted by the National Geodetic Survey in December 1998..
 TU2159.The horizontal coordinates are valid at the epoch date displayed above.
 TU2159.The epoch date for horizontal control is a decimal equivalence
 TU2159.of Year/Month/Day.
 TU2159
 TU2159.The orthometric height was determined by vertical angle observations.
 TU2159
 TU2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2159
 TU2159.The geoid height was determined by GEOID03.
 TU2159
 TU2159;                    North         East     Units Scale Factor Converg.
 TU2159;SPC HI 1     -   102,172.457   538,597.933   MT  0.99998507   +0 07 28.2
 TU2159;UTM  05      - 2,185,884.402   276,629.872   MT  1.00021674   -0 43 15.1
 TU2159
 TU2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2159!SPC HI 1     -   0.99993893  x   0.99998507  =   0.99992400
 TU2159!UTM  05      -   0.99993893  x   1.00021674  =   1.00015566
 TU2159
 TU2159:                Primary Azimuth Mark                     Grid Az
 TU2159:SPC HI 1     -  PEPEEKEO POINT LIGHT                     026 50 09.7
 TU2159:UTM  05      -  PEPEEKEO POINT LIGHT                     027 40 53.0
 TU2159
 TU2159|---------------------------------------------------------------------|
 TU2159| PID    Reference Object                     Distance      Geod. Az  |
 TU2159|                                                           dddmmss.s |
 TU2159| TU2150 PEPEEKEO POINT LIGHT                APPROX.11.3 KM 0265737.9 |
 TU2159| TU2157 PAPAIKOU SUGAR CO STACK             APPROX. 5.1 KM 0603541.1 |
 TU2159| TU2197 HILO BULK SUGAR BINS W LIGHT        APPROX. 8.8 KM 1092247.7 |
 TU2159| TU2235 HILO SUGAR CO STACK                 APPROX. 4.8 KM 1142810.2 |
 TU2159| TU2199 HILO LYMAN FIELD CONTROL TWR        APPROX. 9.0 KM 1164131.5 |
 TU2159| TU2196 HILO LYMAN FIELD AIRPORT BCN        APPROX. 9.4 KM 1172635.5 |
 TU2159| TU2219 HILO HONGWANJI CHURCH STEEPLE       APPROX. 6.5 KM 1281923.0 |
 TU2159| TU2246 HILO COMTEC MAST                    APPROX. 7.7 KM 1301442.4 |
 TU2159| TU2249 HILO ST JOSEPHS CATH CH CROSS       APPROX. 5.7 KM 1302426.9 |
 TU2159| TU2276 HILO RADIO STATION KHBC MAST        APPROX. 4.6 KM 1831339.2 |
 TU2159| TU2280 CAMP INC CABLE TV MAST              APPROX.31.5 KM 2135812.4 |
 TU2159| CN5309 KAIWIKI NEW RM 2                      4.581 METERS 24628     |
 TU2159| CN5308 KAIWIKI NEW RM 1                      6.204 METERS 35930     |
 TU2159|---------------------------------------------------------------------|
 TU2159
 TU2159                          SUPERSEDED SURVEY CONTROL
 TU2159
 TU2159  NAD 83(1986)-  19 45 21.53059(N)    155 07 54.19347(W) AD(       ) 1
 TU2159  OLD HI      -  19 45 32.48000(N)    155 08 04.16100(W) AD(       ) 1
 TU2159
 TU2159.Superseded values are not recommended for survey control.
 TU2159.NGS no longer adjusts projects to the OLD HI datum.
 TU2159.See file dsdata.txt to determine how the superseded data were derived.
 TU2159
 TU2159_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7663085884(NAD 83)
 TU2159_MARKER: Z = SEE DESCRIPTION
 TU2159_SETTING: 0 = UNSPECIFIED SETTING
 TU2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2159+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TU2159
 TU2159  HISTORY     - Date     Condition        Report By
 TU2159  HISTORY     - 1949     MONUMENTED       USGS
 TU2159  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2159  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2159  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2159  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2159  HISTORY     - 1986     GOOD
 TU2159
 TU2159                          STATION DESCRIPTION
 TU2159
 TU2159'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (CTH)
 TU2159'THE STATION IS LOCATED ON THE EASTERLY BROW OF A LOW KNOLL,
 TU2159'PLANTED IN SUGAR CANE, WHICH LIES ABOUT 4 MILES NORTHWEST OF HILO,
 TU2159'ABOUT 3 MILES WEST OF THE SEA, 15 FEET EAST OF A LARGE STONE PILE
 TU2159'AND IN A SMALL CEMETERY.
 TU2159'
 TU2159'TO REACH FROM THE POST OFFICE AT HILO.  GO NORTHERLY, ON THE
 TU2159'ROAD WHICH LEADS TOWARD HONOKAA, FOR 1.1 MILES.  TURN LEFT,
 TU2159'ONTO THE KAIWIKI HOMESTEAD ROAD, AND GO WESTERLY, UP GRADE, FOR
 TU2159'3.45 MILES.  TURN RIGHT, ONTO A GRADED ROAD AND GO NORTHERLY FOR
 TU2159'0.2 MILE.  TURN RIGHT AND GO SOUTHEAST FOR 0.1 MILE TO A POINT
 TU2159'WHERE THE ROAD TURNS NORTH AND THE END OF TRUCK TRAVEL.  FROM
 TU2159'THIS POINT PACK SOUTHEAST, DOWN THE WOODEN FLUME, FOR ABOUT
 TU2159'200 YARDS.  TURN RIGHT AND PACK SOUTHWEST FOR ABOUT 100 YARDS
 TU2159'TO THE HIGH GROUND AND THE STATION.
 TU2159'
 TU2159'THE STATION IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 TU2159'1210, SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 TU2159'ABOUT 2 INCHES ABOVE THE TOP OF A SQUARE CONCRETE PLATFORM WHICH
 TU2159'IS ABOUT 6 FEET ON EACH SIDE.
 TU2159'
 TU2159'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAIWIKI
 TU2159'NEW USGS NO 1 1949, SET IN THE TOP OF A 2-1/2 INCH PIPE WHICH
 TU2159'PROJECTS 5 INCHES.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS
 TU2159'THE STATION.
 TU2159'
 TU2159'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAIWIKI NEW
 TU2159'USGS NO 2 1949, SET IN THE TOP OF A 2-1/2 INCH IRON PIPE, WHICH
 TU2159'PROJECTS ABOUT 6 INCHES AND IS LOCATED AT ABOUT THE SAME
 TU2159'ELEVATION AS THE STATION.
 TU2159
 TU2159                          STATION RECOVERY (1962)
 TU2159
 TU2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2159'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2159'CONDITION AS DESCRIBED IN 1949.  THE DIRECTIONS FOR REACHING THE
 TU2159'STATION GIVEN IN THE 1958 RECOVERY NOTE BY H.O.F. ARE ADEQUATE.
 TU2159'
 TU2159'THE STATION IS LOCATED ON A GRASSY KNOLL SOUTH OF A CANE FIELD
 TU2159'AND NORTH OF A DEEP GULLY.
 TU2159
 TU2159                          STATION RECOVERY (1966)
 TU2159
 TU2159'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2159'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2159'COMPLETE DESCRIPTION FOLLOWS--
 TU2159'
 TU2159'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF HILO, ON A
 TU2159'SMALL FLAT-TOPPED KNOLL ABOUT 40 FEET IN DIAMETER, WITH SHEER,
 TU2159'8-FOOT SIDES, IN CANEFIELDS, AT 1210 FEET ELEVATION.
 TU2159'
 TU2159'TO REACH STATION FROM THE POST OFFICE IN HILO, GO WEST ON
 TU2159'WAILUKU RD. FOR 0.05 MILE.  TURN RIGHT, ACROSS LARGE BRIDGE, AND
 TU2159'FOLLOW WAINAKU RD. NORTH FOR 0.9 MILE TO CROSSROAD.  TURN LEFT
 TU2159'AND FOLLOW KAIWIKI RD. UP CANYON FOR 1.1 MILES.  TAKE RIGHT FORK
 TU2159'AND CONTINUE ON KAIWIKI RD. FOR 2.25 MILES TO CROSSROAD BY HOUSE
 TU2159'ON RIGHT.  TURN RIGHT AND FOLLOW CINDER ROAD 0.2 MILE TO
 TU2159'T-JUNCTION.  TURN RIGHT AND GO EAST 0.1 MILE TO BROW OF HILL
 TU2159'AND END OF TRUCK TRAVEL BY TRAIL THROUGH CANE ON RIGHT.  WALK
 TU2159'SOUTHERLY THROUGH CANE ABOUT 80 YARDS TO KNOLL AND
 TU2159'STATION.
 TU2159'
 TU2159'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 1210, SET
 TU2159'IN THE TOP OF A 4-INCH-DIAMETER, CEMENT-FILLED, CONCRETE, SEWER
 TU2159'PIPE THAT PROJECTS 1 INCH FROM THE CENTER OF A 4-FOOT-SQUARE,
 TU2159'CONCRETE PLATFORM THAT IS FLUSH WITH THE GROUND ON 3 SIDES AND
 TU2159'PROJECTS 1 FOOT ON THE EAST SIDE.  A 2-1/2-INCH, IRON PIPE,
 TU2159'2 FEET LONG, IS MOUNTED VERTICALLY OVER THE MARK, SUPPORTED BY
 TU2159'3 IRON LEGS EMBEDDED IN THE CONCRETE FLOOR, AND SUPPORTS A
 TU2159'METAL TARGET THAT EXTENDS 10 FEET ABOVE THE PLATFORM.
 TU2159'
 TU2159'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAIWIKI NEW
 TU2159'USGS NO 1 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE
 TU2159'MONUMENT THAT PROJECTS 10 INCHES ABOVE GROUND AND IS AT ABOUT
 TU2159'SAME ELEVATION AS STATION.
 TU2159'
 TU2159'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAIWIKI NEW
 TU2159'USGS NO 2 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE
 TU2159'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS 2 FEET
 TU2159'NORTH-NORTHEAST OF SOUTH EDGE OF KNOLL AND AT ABOUT SAME
 TU2159'ELEVATION AS STATION.
 TU2159
 TU2159                          STATION RECOVERY (1975)
 TU2159
 TU2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2159'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU2159'AS DESCRIBED IN 1949 EXCEPT THE REFERENCE MARKS ARE SET IN 8
 TU2159'INCH SQUARE, CONCRETE MONUMENTS INSTEAD OF 2-1/2 INCH, IRON PIPES.
 TU2159'
 TU2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2159'4 MILES NW OF HILO.
 TU2159
 TU2159                          STATION RECOVERY (1977)
 TU2159
 TU2159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2159'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2159'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1
 TU2159'AND 2 COMPARED FAVORABLE TO THE 1966 DATA, THE DIFFERENCE TO
 TU2159'REFERENCE MARK 1 BEING 0.003 METERS LONGER AND 2 MINUTES, 57
 TU2159'SECONDS.  THE DIFFERENCE TO REFERENCE MARK 2 BEING 0.001 METER
 TU2159'SHORTER AND 1 MINUTE 43 SECONDS.  A MEASUREMENT BETWEEN
 TU2159'REFERENCE MARKS 1 AND 2 WAS MADE AT THIS TIME.  DUE TO CHANGES A
 TU2159'NEW DESCRIPTION FOLLOWS.
 TU2159'
 TU2159'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF HILO, ON A
 TU2159'SMALL FLAT-TOPPED KNOLL ABOUT 40 FEET IN DIAMETER AND PROJECTS
 TU2159'ABOUT 10 FEET ABOVE THE CANE FIELD THAT SURROUNDS IT.  IT IS ON
 TU2159'PROPERTY OF THE MOUNA KEA SUGAR COMPANY, PHONE NUMBER 964-1025.
 TU2159'
 TU2159'TO REACH THE STATION FROM THE JUNCTION OF KINOOLE STREET AND
 TU2159'WAILUKU ROAD, JUST NORTHWEST OF HILO POST OFFICE AND FEDERAL
 TU2159'BUILDING, GO WEST ON WAILUKU ROAD FOR 0.05 MILE TO A SIDE STREET
 TU2159'RIGHT.  TURN RIGHT AND GO NORTH ON WAINAKU STREET, CROSSING A
 TU2159'LARGE BRIDGE AND GO 0.9 MILE TO AN ANGLING CROSSROAD.  TURN LEFT
 TU2159'AND GO WEST ON KAIWIKI ROAD FOR 1.15 MILES TO A FORK.  TAKE
 TU2159'RIGHT FORK AND GO NORTH FOR 0.1 MILE TO A FORK.  TAKE THE LEFT
 TU2159'FORK AND GO WEST ON KAIWIKI ROAD FOR 2.25 MILES TO A
 TU2159'CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.2
 TU2159'MILE TO A T-ROAD.  TURN RIGHT AND GO EAST ON A TRACK ROAD FOR
 TU2159'0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT, IN CANE FIELD.
 TU2159'TURN RIGHT AND GO SOUTHEAST ON TRACK ROAD ACROSS CANE
 TU2159'FIELD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 TU2159'
 TU2159'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 1210, SET
 TU2159'IN THE TOP OF A 4-INCH DIAMETER, CEMENT-FILLED, CONCRETE SEWER
 TU2159'PIPE THAT PROJECTS 1 INCH FROM THE CENTER OF A 4 FOOT SQUARE
 TU2159'CONCRETE PLATFORM THAT IS FLUSH WITH THE GROUND ON THREE SIDES
 TU2159'AND PROJECTS 1 FOOT ON THE EAST SIDE.  A 2-1/2 INCH IRON PIPE,
 TU2159'2 FEET LONG, IS MOUNTED VERTICALLY OVER THE MARK, SUPPORTED BY
 TU2159'3 IRON LEGS EMBEDDED IN THE CONCRETE PLATFORM THAT SUPPORTS A
 TU2159'METAL TARGET THAT EXTENDS 10 FEET ABOVE THE PLATFORM.
 TU2159'
 TU2159'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KAIWIKI NEW USGS
 TU2159'NO 1 1949.  IT IS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 TU2159'MONUMENT THAT PROJECTS ABOUT 10 INCHES ABOVE THE GROUND SURFACE
 TU2159'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 10 FEET
 TU2159'SOUTH OF THE NORTHEAST EDGE OF A CUT BANK.
 TU2159'
 TU2159'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KAIWIKI NEW USGS
 TU2159'NO 2 1949.  IT IS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 TU2159'MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 TU2159'SURFACE.  IT IS 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE CUT
 TU2159'BANK AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TU2159'
 TU2159'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2159'
 TU2159'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2159'3-1/2 MILES NORTHWEST OF HILO.
 TU2159
 TU2159                          STATION RECOVERY (1986)
 TU2159
 TU2159'RECOVERED 1986
 TU2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0062 ***********************************************************************
 TU0062  DESIGNATION -  1266
 TU0062  PID         -  TU0062
 TU0062  STATE/COUNTY-  HI/HAWAII
 TU0062  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0062
 TU0062                         *CURRENT SURVEY CONTROL
 TU0062  ___________________________________________________________________
 TU0062* NAD 83(1986)-  19 33 43.     (N)    155 05 34.     (W)     SCALED    
 TU0062* LOCAL TIDAL -       386.023  (meters)    1266.48   (feet)  ADJ UNCH  
 TU0062  ___________________________________________________________________
 TU0062  GEOID HEIGHT-          19.29  (meters)                     GEOID03
 TU0062
 TU0062  VERT ORDER  -  SECOND    CLASS 0
 TU0062
 TU0062.The horizontal coordinates were scaled from a topographic map and have
 TU0062.an estimated accuracy of +/- 6 seconds.
 TU0062
 TU0062.The orthometric height was key entered from printed documents
 TU0062.and not key verified.
 TU0062
 TU0062.The geoid height was determined by GEOID03.
 TU0062
 TU0062;                    North         East    Units  Estimated Accuracy
 TU0062;SPC HI 1     -    80,700.      542,730.      MT  (+/- 180 meters Scaled)
 TU0062
 TU0062                          SUPERSEDED SURVEY CONTROL
 TU0062
 TU0062.No superseded survey control is available for this station.
 TU0062
 TU0062_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB804643(NAD 83)
 TU0062_MARKER: DD = SURVEY DISK
 TU0062_SETTING: 66 = SET IN ROCK OUTCROP
 TU0062_SP_SET: BEDROCK
 TU0062_STAMPING: 1266
 TU0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0062+STABILITY: POSITION/ELEVATION WELL
 TU0062
 TU0062  HISTORY     - Date     Condition        Report By
 TU0062  HISTORY     - UNK      MONUMENTED       USGS
 TU0062  HISTORY     - 1967     GOOD             NGS
 TU0062  HISTORY     - 1975     MARK NOT FOUND   NGS
 TU0062
 TU0062                          STATION DESCRIPTION
 TU0062
 TU0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0062'1.5 MI NE FROM MOUNTAIN VIEW.
 TU0062'1.4 MILES NORTHEAST ON STATE HIGHWAY 11 FROM THE POST OFFICE IN
 TU0062'MOUNTAIN VIEW.  THENCE TAKE RIGHT FORK, TRACK ROAD, ON RIGHT SIDE OF
 TU0062'POWER TRANSFORMER STATION, FOR 0.1 MILE.  ON LEFT SIDE OF THE TRACK
 TU0062'ROAD (OLD HIGHWAY), 250 FEET SOUTHEAST OF CENTER LINE OF STATE HIGHWAY
 TU0062'11, 219 FEET SOUTHEAST OF POWER POLE NO. 177, 272 FEET EAST FROM
 TU0062'SOUTHEAST CORNER OF THE TRANSFORMER STATION FENCE, 12.5 FEET NORTH OF
 TU0062'CENTER LINE OF TRACK ROAD, 65 FEET NORTHEAST OF A LARGE, LONE TREE
 TU0062'THAT SETS IN THE CORNER OF A CANE FIELD, 57 FEET WEST OF AN OLD
 TU0062'RAILROAD TIE FENCEPOST, 36 FEET EAST OF INTERSECTION OF OLD HIGHWAY
 TU0062'AND A CANE ROAD RUNNING SOUTH, 1 FOOT NORTHWEST OF A WHITE WITNESS
 TU0062'POST, NEAR THE WEST END OF SOME GUAVA TREES, AT THE BASE OF LOW SLOPE
 TU0062'GOING UP TO GUAVA TREES, AND CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE
 TU0062'FLUSH WITH GROUND.  ON WEST SIDE OF MARK THERE IS A BEDROCK STEP 1
 TU0062'FOOT HIGHER THAN THE MARK.  NOTE-- THE MARK BECOMES HIDDEN BY DENSE
 TU0062'GRASS AND WEEDS.
 TU0062
 TU0062                          STATION RECOVERY (1975)
 TU0062
 TU0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TU0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3587 ***********************************************************************
 AA3587  FBN         -  This is a Federal Base Network Control Station.
 AA3587  DESIGNATION -  1311 NCMN C
 AA3587  PID         -  AA3587
 AA3587  STATE/COUNTY-  HI/KAUAI
 AA3587  USGS QUAD   -  MAKAHA POINT (1983)
 AA3587
 AA3587                         *CURRENT SURVEY CONTROL
 AA3587  ___________________________________________________________________
 AA3587* NAD 83(1993)-  22 07 33.05014(N)    159 39 54.88103(W)     ADJUSTED  
 AA3587* LOCAL TIDAL -      1138.0    (meters)    3734.     (feet)  GPS OBS   
 AA3587  ___________________________________________________________________
 AA3587  EPOCH DATE  -        1993.62
 AA3587  X           -  -5,543,855.434 (meters)                     COMP
 AA3587  Y           -  -2,054,558.279 (meters)                     COMP
 AA3587  Z           -   2,387,762.832 (meters)                     COMP
 AA3587  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 AA3587  ELLIP HEIGHT-        1155.42  (meters)          (11/30/94) GPS OBS
 AA3587  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 AA3587
 AA3587  HORZ ORDER  -  A
 AA3587  ELLP ORDER  -  THIRD     CLASS II
 AA3587
 AA3587.The horizontal coordinates were established by GPS observations
 AA3587.and adjusted by the National Geodetic Survey in November 1994..
 AA3587.The horizontal coordinates are valid at the epoch date displayed above.
 AA3587.The epoch date for horizontal control is a decimal equivalence
 AA3587.of Year/Month/Day.
 AA3587
 AA3587.The orthometric height was determined by GPS observations and a
 AA3587.high-resolution geoid model.
 AA3587
 AA3587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3587
 AA3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3587
 AA3587.The ellipsoidal height was determined by GPS observations
 AA3587.and is referenced to NAD 83.
 AA3587
 AA3587.The geoid height was determined by GEOID03.
 AA3587
 AA3587;                    North         East     Units Scale Factor Converg.
 AA3587;SPC HI 4     -    32,399.003   482,951.724   MT  0.99999359   -0 03 44.1
 AA3587;UTM  04      - 2,446,906.610   431,392.516   MT  0.99965816   -0 15 02.0
 AA3587
 AA3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3587!SPC HI 4     -   0.99981844  x   0.99999359  =   0.99981203
 AA3587!UTM  04      -   0.99981844  x   0.99965816  =   0.99947666
 AA3587
 AA3587|---------------------------------------------------------------------|
 AA3587| PID    Reference Object                     Distance      Geod. Az  |
 AA3587|                                                           dddmmss.s |
 AA3587| AA3585 ORBIT                               105.054 METERS 02059     |
 AA3587|---------------------------------------------------------------------|
 AA3587
 AA3587                          SUPERSEDED SURVEY CONTROL
 AA3587
 AA3587.No superseded survey control is available for this station.
 AA3587
 AA3587_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3139346907(NAD 83)
 AA3587_MARKER: DD = SURVEY DISK
 AA3587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3587_SP_SET: CONCRETE POST
 AA3587_STAMPING: 1311 NCMN C JUN 89
 AA3587_MARK LOGO: NASA  
 AA3587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3587+STABILITY: SURFACE MOTION
 AA3587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3587+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AA3587
 AA3587  HISTORY     - Date     Condition        Report By
 AA3587  HISTORY     - 1989     MONUMENTED       NASA
 AA3587  HISTORY     - 19970610 GOOD             USPSQD
 AA3587
 AA3587                          STATION DESCRIPTION
 AA3587
 AA3587'DESCRIBED BY NAT AERO SPACE ADMIN 1989
 AA3587'THE STATION IS LOCATED IN THE NW SECTION OF THE ISLAND OF KAUAI,
 AA3587'HAWAII.  IT IS APPROXIMATELY 26 MI (41.8 KM) NW OF LIHUE AIRPORT, 16
 AA3587'MI (25.7 KM) N OF THE TOWN OF KEKAHA, AND WITHIN THE CONFINES OF KOKEE
 AA3587'STATE PARK. TO REACH THE STATION FROM THE INTERSECTION OF HAWAII STATE
 AA3587'ROUTE 50 AND ROUTE 550 IN THE TOWN OF KAKAHA, PROCEED N ON ROUTE
 AA3587'550(ALAE ROAD)FOR .3 MI (0.5 KM) TO THE INTERSECTION WITH KEKAHA ROAD.
 AA3587'CONTINUE THROUGH THE INTERSECTION N ONTO KOKEE ROAD AND PROCEED 7.25
 AA3587'MI (11.67 KM) TO THE INTERSECTION WITH WAIMEA CANYON ROAD ON THE
 AA3587'RIGHT.  CONTINUE N ON ROUTE 550(KOKEE ROAD) FOR 7.65 MI (12.31 KM) TO
 AA3587'A PAVED ROAD ON THE LEFT AND THE ACCESS ROAD TO THE KOKEE PARK
 AA3587'GEOPHYSICAL OBSERVATORY.  HERE TURN LEFT(WEST) ONTO THE ACCESS ROAD
 AA3587'AND PROCEED .55 MI (0.89 KM) ALONG A WINDING PAVED ROAD TO THE STATION
 AA3587'SITE ON THE LEFT.  A 3 M (9.8 FT) WOOD OBSERVING STAND AND WALKWAY ARE
 AA3587'CONSTRUCTED OVER THE MARK.  THE STATION IS APPROXIMATELY 45 M (147.6
 AA3587'FT) S OF THE ENTRANCE GATE TO THE KOKEE PARK GEOPHYSICAL OBSERVATORY.
 AA3587'THE STATION MARK IS A STANDARD NASA-GSFC BRASS DISK SET FLUSH NEAR THE
 AA3587'CENTER OF A .4 M (1.3 FT) DIAMETER CONCRETE MONUMENT THAT IS FLUSH
 AA3587'WITH THE GROUND.  IT IS SET APPROXIMATELY 4.2 M (13.8 FT) W OF THE
 AA3587'CENTERLINE OF THE ACCESS ROAD.  THE DISK IS STAMPED -1311 NCMN C JUN
 AA3587'89-.
 AA3587
 AA3587                          STATION RECOVERY (1997)
 AA3587
 AA3587'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2087 ***********************************************************************
 TU2087  DESIGNATION -  153 YY
 TU2087  PID         -  TU2087
 TU2087  STATE/COUNTY-  HI/HAWAII
 TU2087  USGS QUAD   -  KAPOHO (1995)
 TU2087
 TU2087                         *CURRENT SURVEY CONTROL
 TU2087  ___________________________________________________________________
 TU2087* NAD 83(1993)-  19 29 26.19336(N)    154 52 06.48208(W)     ADJUSTED  
 TU2087* LOCAL TIDAL -       116.77   (meters)     383.1    (feet)  LEVELING  
 TU2087  ___________________________________________________________________
 TU2087  EPOCH DATE  -        1993.62
 TU2087  LAPLACE CORR-         -19.20  (seconds)                    DEFLEC99
 TU2087  GEOID HEIGHT-          13.56  (meters)                     GEOID03
 TU2087
 TU2087  HORZ ORDER  -  SECOND
 TU2087  VERT ORDER  -  THIRD
 TU2087
 TU2087.The horizontal coordinates were established by classical geodetic methods
 TU2087.and adjusted by the National Geodetic Survey in December 1998..
 TU2087.The horizontal coordinates are valid at the epoch date displayed above.
 TU2087.The epoch date for horizontal control is a decimal equivalence
 TU2087.of Year/Month/Day.
 TU2087
 TU2087.The orthometric height was determined by differential leveling.
 TU2087.The vertical network tie was performed by a horz. field party for horz.
 TU2087.obs reductions. Reset procedures were used to establish the elevation.
 TU2087
 TU2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2087
 TU2087.The geoid height was determined by GEOID03.
 TU2087
 TU2087;                    North         East     Units Scale Factor Converg.
 TU2087;SPC HI 1     -    72,876.003   566,296.887   MT  1.00002097   +0 12 38.6
 TU2087;UTM  05      - 2,156,180.850   303,900.341   MT  1.00007535   -0 37 25.0
 TU2087
 TU2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2087!SPC HI 1     -   0.99997951  x   1.00002097  =   1.00000048
 TU2087!UTM  05      -   0.99997951  x   1.00007535  =   1.00005486
 TU2087
 TU2087                          SUPERSEDED SURVEY CONTROL
 TU2087
 TU2087  NAD 83(1986)-  19 29 26.15408(N)    154 52 06.50456(W) AD(       ) 2
 TU2087  OLD HI      -  19 29 37.03191(N)    154 52 16.49191(W) AD(       ) 2
 TU2087
 TU2087.Superseded values are not recommended for survey control.
 TU2087.NGS no longer adjusts projects to the OLD HI datum.
 TU2087.See file dsdata.txt to determine how the superseded data were derived.
 TU2087
 TU2087_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0390056181(NAD 83)
 TU2087_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2087_SP_SET: CONCRETE POST
 TU2087_STAMPING: 153 YY 1958 383
 TU2087_MARK LOGO: USGS  
 TU2087_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2087+STABILITY: SURFACE MOTION
 TU2087
 TU2087  HISTORY     - Date     Condition        Report By
 TU2087  HISTORY     - 1958     MONUMENTED       USGS
 TU2087  HISTORY     - 1977     GOOD             USGS
 TU2087  HISTORY     - 19800124 GOOD             USGS
 TU2087
 TU2087                          STATION DESCRIPTION
 TU2087
 TU2087'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LAC)
 TU2087'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF PAHOA, 4 MILES
 TU2087'WEST-SOUTHWEST OF CAPE KUMUKAHI LIGHTHOUSE AND IS ON STATE HIGHWAY
 TU2087'RIGHT-OF-WAY.
 TU2087'
 TU2087'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 TU2087'132 AT PAHOA, GO EAST ON HIGHWAY 132 FOR 2.6 MILES TO A FORK, TAKE
 TU2087'THE LEFT FORK AND CONTINUE EAST ON HIGHWAY 132 FOR 2.1 MILES TO
 TU2087'THE STATION ON THE LEFT.
 TU2087'
 TU2087'THE STATION IS A USGS BENCH MARK DISK STAMPED 383 YY 153,
 TU2087'CEMENTED IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS
 TU2087'ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 145 FEET NORTHEAST
 TU2087'OF A POWER LINE POLE AND 27 FEET NORTHWEST OF THE CENTER OF STATE
 TU2087'HIGHWAY 132.
 TU2087'
 TU2087'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2087'
 TU2087'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2087'ABOUT 5-1/2 MILES EAST OF PAHOA.
 TU2087
 TU2087                          STATION RECOVERY (1980)
 TU2087
 TU2087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 TU2087'KAPOHO, 1.8 MI (2.9 KM) W ALONG THE RD TO PAHOA, 100 FT (30.5 M) E OF
 TU2087'SIDE RD, 27 FT (8.2 M) N OF AND 1 FT (0.3 M) HIGHER THAN RD, IN TOP
 TU2087'OF CONCRETE POST PROJECTING 0.5 FT (15.2 CM) ABOVE GROUND, 1 FT (0.3
 TU2087'M) ABOVE RD, STANDARD ALUMINUM TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3584 ***********************************************************************
 AA3584  TIDAL BM    -  This is a Tidal Bench Mark.
 AA3584  DESIGNATION -  161 1347 B TIDAL
 AA3584  PID         -  AA3584
 AA3584  STATE/COUNTY-  HI/KAUAI
 AA3584  USGS QUAD   -  HANAPEPE (1996)
 AA3584
 AA3584                         *CURRENT SURVEY CONTROL
 AA3584  ___________________________________________________________________
 AA3584* NAD 83(1993)-  21 53 59.74296(N)    159 35 17.13562(W)     ADJUSTED  
 AA3584* LOCAL TIDAL -         3.03   (meters)       9.9    (feet)  LEVELING  
 AA3584  ___________________________________________________________________
 AA3584  EPOCH DATE  -        1993.62
 AA3584  X           -  -5,548,885.267 (meters)                     COMP
 AA3584  Y           -  -2,064,924.647 (meters)                     COMP
 AA3584  Z           -   2,364,142.523 (meters)                     COMP
 AA3584  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AA3584  ELLIP HEIGHT-          19.43  (meters)          (11/30/94) GPS OBS
 AA3584  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 AA3584
 AA3584  HORZ ORDER  -  FIRST
 AA3584  VERT ORDER  -  THIRD ?
 AA3584  ELLP ORDER  -  FIFTH     CLASS I
 AA3584
 AA3584.The horizontal coordinates were established by GPS observations
 AA3584.and adjusted by the National Geodetic Survey in November 1994..
 AA3584.The horizontal coordinates are valid at the epoch date displayed above.
 AA3584.The epoch date for horizontal control is a decimal equivalence
 AA3584.of Year/Month/Day.
 AA3584
 AA3584.The orthometric height was determined by differential leveling.
 AA3584.The vertical network tie was performed by a horz. field party for horz.
 AA3584.obs reductions. Reset procedures were used to establish the elevation.
 AA3584
 AA3584.This Tidal Bench Mark is designated as VM 12295
 AA3584.by the Center for Operational Oceanographic Products and Services.
 AA3584
 AA3584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3584
 AA3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3584
 AA3584.The ellipsoidal height was determined by GPS observations
 AA3584.and is referenced to NAD 83.
 AA3584
 AA3584.The geoid height was determined by GEOID03.
 AA3584
 AA3584;                    North         East     Units Scale Factor Converg.
 AA3584;SPC HI 4     -     7,376.529   490,897.024   MT  0.99999102   -0 01 58.3
 AA3584;UTM  04      - 2,421,866.808   439,253.248   MT  0.99964559   -0 13 09.7
 AA3584
 AA3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3584!SPC HI 4     -   0.99999695  x   0.99999102  =   0.99998797
 AA3584!UTM  04      -   0.99999695  x   0.99964559  =   0.99964254
 AA3584
 AA3584                          SUPERSEDED SURVEY CONTROL
 AA3584
 AA3584.No superseded survey control is available for this station.
 AA3584
 AA3584_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3925321867(NAD 83)
 AA3584_MARKER: DB = BENCH MARK DISK
 AA3584_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3584_SP_SET: FOUNDATION FOR BOLLARD
 AA3584_STAMPING: 1347 B TIDAL
 AA3584_MARK LOGO: NOS   
 AA3584_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3584+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AA3584
 AA3584  HISTORY     - Date     Condition        Report By
 AA3584  HISTORY     - 1988     MONUMENTED       NOS
 AA3584  HISTORY     - 19930807 GOOD             NOS
 AA3584  HISTORY     - 20030714 GOOD             LOCSUR
 AA3584  HISTORY     - 20050926 GOOD             USPSQD
 AA3584
 AA3584                          STATION DESCRIPTION
 AA3584
 AA3584'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3584'THE STATION IS LOCATED AT THE PORT ALLEN PIER, NEAR THE NORTHEAST END
 AA3584'OF PIER. IN THE CONCRETE FOUNDATION FOR A STEEL BOLLARD.
 AA3584'OWNERSHIP--STATE OF HAWAII, MR. CHARLES SCHARSCH-KAUAI DISTRICT
 AA3584'MANAGER, HARBORS DIVISION, P.O.BOX 1526, LIHUE HI 96766, PHONE
 AA3584'808-245-6996, 245-8426 - HOME, MR. NELSON KELLER - HARBOR AGENT, P.O.
 AA3584'BOX 629, ELEELE HI 96705, PHONE 808-33505511 TO REACH THE STATION FROM
 AA3584'THE JUNCTION OF STATE HIGHWAYS 50 AND 541 WAIALO RD, NEAR ELEELE, GO
 AA3584'SOUTHWESTERLY FOR 0.64 KM (0.40 MI) ON SOUTH-SOUTHEAST FOR 0.08 KM
 AA3584'(0.06MI) ON THE ASPHALT SURFACE TO THE STATION, NEAR THE NORTHEAST END
 AA3584'OF PIER. THE STATION IS SET IN A DRILL HOLE IN THE TOP OF
 AA3584'SOUTHWESTERNMOST CORNER OF A SQUARE CONCRETE FOUNDATION FOR STEEL
 AA3584'BOLLARD. LOCATED 29.57M (97.0 FT) EAST-NORTHEAST FROM THE SOUTHEAST
 AA3584'CORNER OF TRANSIT SHED ON PIER, 19.96M (65.5 FT) SOUTH-SOUTHWEST FROM
 AA3584'A FIRE HYDRANT AND 0.76M (2.6 FT) SOUTH FROM THE CENTER OF THE STEEL
 AA3584'BOLLARD. THE TRANSIT SHED IS SCHEDULED FOR ALTERATIONS IN LATE 1993
 AA3584'THAT WILL REDUCE ITS LENGTH BY ABOUT 40 FT (12.2 M) . THIS WILL CHANGE
 AA3584'THE MEASUREMENT THAT WAS TAKEN FROM THE SE CORNER OF THE SHED.
 AA3584
 AA3584                          STATION RECOVERY (2003)
 AA3584
 AA3584'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (AG)
 AA3584'RECOVERED AS DESCRIBED
 AA3584
 AA3584                          STATION RECOVERY (2005)
 AA3584
 AA3584'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AA3584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0678 ***********************************************************************
 TU0678  DESIGNATION -  161 1401 TIDAL 2
 TU0678  PID         -  TU0678
 TU0678  STATE/COUNTY-  HI/KAUAI
 TU0678  USGS QUAD   -  KEKAHA (1983)
 TU0678
 TU0678                         *CURRENT SURVEY CONTROL
 TU0678  ___________________________________________________________________
 TU0678* NAD 83(1986)-  21 57 20.     (N)    159 40 14.     (W)     SCALED    
 TU0678* LOCAL TIDAL -         2.810  (meters)       9.22   (feet)  ADJ UNCH  
 TU0678  ___________________________________________________________________
 TU0678  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0678
 TU0678  VERT ORDER  -  SECOND    CLASS 0
 TU0678
 TU0678.The horizontal coordinates were scaled from a topographic map and have
 TU0678.an estimated accuracy of +/- 6 seconds.
 TU0678
 TU0678.The orthometric height was key entered from printed documents
 TU0678.and not key verified.
 TU0678
 TU0678.The geoid height was determined by GEOID03.
 TU0678
 TU0678;                    North         East    Units  Estimated Accuracy
 TU0678;SPC HI 4     -    13,540.      482,380.      MT  (+/- 180 meters Scaled)
 TU0678
 TU0678                          SUPERSEDED SURVEY CONTROL
 TU0678
 TU0678.No superseded survey control is available for this station.
 TU0678
 TU0678_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK307280(NAD 83)
 TU0678_MARKER: DB = BENCH MARK DISK
 TU0678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0678_SP_SET: FOUNDATION
 TU0678_STAMPING: 2 1926
 TU0678_MARK LOGO: CGS   
 TU0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0678
 TU0678  HISTORY     - Date     Condition        Report By
 TU0678  HISTORY     - 1926     MONUMENTED       CGS
 TU0678  HISTORY     - 1966     GOOD             NGS
 TU0678  HISTORY     - 19970110 MARK NOT FOUND   USPSQD
 TU0678  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 TU0678
 TU0678                          STATION DESCRIPTION
 TU0678
 TU0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0678'IN WAIMEA.
 TU0678'LOCATED 0.1 MILE WEST ALONG WAIMEA ROAD FROM THE POST OFFICE IN
 TU0678'WAIMEA, THENCE 0.1 MILE SOUTH ALONG MENEHUNE ROAD, THENCE 0.2 MILE
 TU0678'WEST ALONG LAAU ROAD, THENCE 0.05 MILE SOUTH ALONG OLD, ASPHALT ROAD.
 TU0678'57 YARDS NORTH OF THE NORTH END OF THE OLD WAIMEA PIER, 58 FEET WEST
 TU0678'OF CENTER LINE OF OLD ASPHALT ROAD, 30 FEET EAST OF THE SOUTHEAST
 TU0678'CORNER OF AN OLD, 2-STORY, GARAGE BUILDING, 15 FEET SOUTHWEST OF THE
 TU0678'BASE OF A LARGE, TULIP TREE, AND CEMENTED IN A DRILL HOLE IN THE
 TU0678'SOUTHWEST CORNER OF AN OLD, STONE-AND-MORTAR FOUNDATION THAT PROJECTS
 TU0678'3 FEET ABOVE GROUND.  NOTE-- THE FOUNDATION IS HIDDEN BY DENSE KOA
 TU0678'BRUSH.
 TU0678
 TU0678                          STATION RECOVERY (1997)
 TU0678
 TU0678'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0678'MARK NOT FOUND.
 TU0678
 TU0678                          STATION RECOVERY (1998)
 TU0678
 TU0678'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0284 ***********************************************************************
 TU0284  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0284  DESIGNATION -  161 2340 TIDAL 11
 TU0284  PID         -  TU0284
 TU0284  STATE/COUNTY-  HI/HONOLULU
 TU0284  USGS QUAD   -  HONOLULU (1983)
 TU0284
 TU0284                         *CURRENT SURVEY CONTROL
 TU0284  ___________________________________________________________________
 TU0284* NAD 83(1986)-  21 18 21.     (N)    157 51 50.     (W)     SCALED    
 TU0284* LOCAL TIDAL -         1.609  (meters)       5.28   (feet)  ADJUSTED  
 TU0284  ___________________________________________________________________
 TU0284  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU0284  DYNAMIC HT  -           1.606 (meters)       5.27  (feet)  COMP
 TU0284  MODELED GRAV-     978,924.6   (mgal)                       NAVD 88
 TU0284
 TU0284  VERT ORDER  -  FIRST     CLASS II
 TU0284
 TU0284.The horizontal coordinates were scaled from a topographic map and have
 TU0284.an estimated accuracy of +/- 6 seconds.
 TU0284
 TU0284.The orthometric height was determined by differential leveling
 TU0284.and adjusted by the National Geodetic Survey in April 2001..
 TU0284
 TU0284.This Tidal Bench Mark is designated as VM 25
 TU0284.by the Center for Operational Oceanographic Products and Services.
 TU0284
 TU0284.The geoid height was determined by GEOID03.
 TU0284
 TU0284.The dynamic height is computed by dividing the NAVD 88
 TU0284.geopotential number by the normal gravity value computed on the
 TU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TU0284.degrees latitude (g = 980.6199 gals.).
 TU0284
 TU0284.The modeled gravity was interpolated from observed gravity values.
 TU0284
 TU0284;                    North         East    Units  Estimated Accuracy
 TU0284;SPC HI 3     -    15,410.      514,120.      MT  (+/- 180 meters Scaled)
 TU0284
 TU0284                          SUPERSEDED SURVEY CONTROL
 TU0284
 TU0284.No superseded survey control is available for this station.
 TU0284
 TU0284_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ178564(NAD 83)
 TU0284_MARKER: DJ = TIDAL STATION DISK
 TU0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0284_SP_SET: BUILDING
 TU0284_STAMPING: NO. 11 1925
 TU0284_MARK LOGO: NOS   
 TU0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0284
 TU0284  HISTORY     - Date     Condition        Report By
 TU0284  HISTORY     - 1925     MONUMENTED       CGS
 TU0284  HISTORY     - 1969     GOOD             NGS
 TU0284  HISTORY     - 19950807 GOOD             NOS
 TU0284  HISTORY     - 19990926 POOR             USPSQD
 TU0284
 TU0284                          STATION DESCRIPTION
 TU0284
 TU0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0284'IN HONOLULU.
 TU0284'AT HONOLULU, ABOUT 20 YARDS EAST OF ALA MOANA STREET, ABOUT 400 YARDS
 TU0284'SOUTHEAST OF THE ALOHA TOWER AT THE MATSON LINES DOWN TOWN OFFICE
 TU0284'BUILDINGS AND DOCKS, SET VERTICALLY IN THE SOUTH FACE AND AT THE
 TU0284'SOUTHWEST CORNER OF THE NORTH ONE OF TWO HAWAIIAN ELECTRIC COMPANY
 TU0284'BUILDINGS, 36.0 FEET NORTH OF THE CENTER LINE OF A ROAD BETWEEN THE
 TU0284'BUILDINGS AND THRU A GATE, 24.0 FEET EAST OF A STEEL POLE BEARING A
 TU0284'FIRE ALARM BOX, 0.3 FOOT ABOVE A RETAINING WALL AROUND A FLOWER AND
 TU0284'SHRUB BED, AND 0.6 FOOT ABOVE THE SIDEWALK.
 TU0284
 TU0284                          STATION RECOVERY (1995)
 TU0284
 TU0284'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 TU0284'RECOVERED AS DESCRIBED.
 TU0284
 TU0284                          STATION RECOVERY (1999)
 TU0284
 TU0284'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0284'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0288 ***********************************************************************
 TU0288  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0288  DESIGNATION -  161 2340 TIDAL 12
 TU0288  PID         -  TU0288
 TU0288  STATE/COUNTY-  HI/HONOLULU
 TU0288  USGS QUAD   -  HONOLULU (1983)
 TU0288
 TU0288                         *CURRENT SURVEY CONTROL
 TU0288  ___________________________________________________________________
 TU0288* NAD 83(1986)-  21 18 21.     (N)    157 51 35.     (W)     SCALED    
 TU0288* LOCAL TIDAL -         3.845  (meters)      12.61   (feet)  ADJ UNCH  
 TU0288  ___________________________________________________________________
 TU0288  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU0288
 TU0288  VERT ORDER  -  FIRST     CLASS II
 TU0288
 TU0288.The horizontal coordinates were scaled from a topographic map and have
 TU0288.an estimated accuracy of +/- 6 seconds.
 TU0288
 TU0288.The orthometric height was key entered from printed documents
 TU0288.and not key verified.
 TU0288
 TU0288.This Tidal Bench Mark is designated as VM 26
 TU0288.by the Center for Operational Oceanographic Products and Services.
 TU0288
 TU0288.The geoid height was determined by GEOID03.
 TU0288
 TU0288;                    North         East    Units  Estimated Accuracy
 TU0288;SPC HI 3     -    15,420.      514,560.      MT  (+/- 180 meters Scaled)
 TU0288
 TU0288                          SUPERSEDED SURVEY CONTROL
 TU0288
 TU0288.No superseded survey control is available for this station.
 TU0288
 TU0288_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ182564(NAD 83)
 TU0288_MARKER: DD = SURVEY DISK
 TU0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0288_SP_SET: POST OFFICE BUILDING
 TU0288_STAMPING: NO. 12 1925
 TU0288_MARK LOGO: NOS   
 TU0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0288
 TU0288  HISTORY     - Date     Condition        Report By
 TU0288  HISTORY     - 1925     MONUMENTED       CGS
 TU0288  HISTORY     - 1962     GOOD             NGS
 TU0288  HISTORY     - 1969     GOOD             NGS
 TU0288  HISTORY     - 19950807 GOOD             NOS
 TU0288  HISTORY     - 19990927 GOOD             USPSQD
 TU0288
 TU0288                          STATION DESCRIPTION
 TU0288
 TU0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0288'IN HONOLULU.
 TU0288'AT THE FEDERAL OFFICE BUILDING IN HONOLULU, CEMENTED IN A DRILL HOLE
 TU0288'IN THE FLOOR OF THE PERISTYLE ON THE NORTHEAST SIDE OF THE BUILDING,
 TU0288'WHICH FACES MERCHANT STREET.  1 FOOT SOUTHWEST OF THE EDGE OF THE
 TU0288'FLOOR, AT THE MIDDLE OF THE CENTER ONE OF THE 9 ARCHES, AND DIRECTLY
 TU0288'UNDER THE WORD CUSTOM OF THE WORDS UNITED STATES POST OFFICE CUSTOM
 TU0288'HOUSE AND COURT HOUSE.
 TU0288
 TU0288                          STATION RECOVERY (1969)
 TU0288
 TU0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0288'RECOVERED IN GOOD CONDITION.
 TU0288
 TU0288                          STATION RECOVERY (1995)
 TU0288
 TU0288'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 TU0288'RECOVERED AS DESCRIBED.
 TU0288
 TU0288                          STATION RECOVERY (1999)
 TU0288
 TU0288'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0292 ***********************************************************************
 TU0292  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0292  DESIGNATION -  161 2340 TIDAL 20
 TU0292  PID         -  TU0292
 TU0292  STATE/COUNTY-  HI/HONOLULU
 TU0292  USGS QUAD   -  HONOLULU (1983)
 TU0292
 TU0292                         *CURRENT SURVEY CONTROL
 TU0292  ___________________________________________________________________
 TU0292* NAD 83(1986)-  21 18 11.     (N)    157 51 51.     (W)     SCALED    
 TU0292* LOCAL TIDAL -         1.661  (meters)       5.45   (feet)  ADJUSTED  
 TU0292  ___________________________________________________________________
 TU0292  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0292  DYNAMIC HT  -           1.659 (meters)       5.44  (feet)  COMP
 TU0292  MODELED GRAV-     978,931.2   (mgal)                       NAVD 88
 TU0292
 TU0292  VERT ORDER  -  FIRST     CLASS II
 TU0292
 TU0292.The horizontal coordinates were scaled from a topographic map and have
 TU0292.an estimated accuracy of +/- 6 seconds.
 TU0292
 TU0292.The orthometric height was determined by differential leveling
 TU0292.and adjusted by the National Geodetic Survey in April 2001..
 TU0292
 TU0292.This Tidal Bench Mark is designated as VM 29
 TU0292.by the Center for Operational Oceanographic Products and Services.
 TU0292
 TU0292.The geoid height was determined by GEOID03.
 TU0292
 TU0292.The dynamic height is computed by dividing the NAVD 88
 TU0292.geopotential number by the normal gravity value computed on the
 TU0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TU0292.degrees latitude (g = 980.6199 gals.).
 TU0292
 TU0292.The modeled gravity was interpolated from observed gravity values.
 TU0292
 TU0292;                    North         East    Units  Estimated Accuracy
 TU0292;SPC HI 3     -    15,110.      514,090.      MT  (+/- 180 meters Scaled)
 TU0292
 TU0292                          SUPERSEDED SURVEY CONTROL
 TU0292
 TU0292.No superseded survey control is available for this station.
 TU0292
 TU0292_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ178561(NAD 83)
 TU0292_MARKER: DJ = TIDAL STATION DISK
 TU0292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0292_SP_SET: PIER
 TU0292_STAMPING: NO. 20 1960
 TU0292_MARK LOGO: NOS   
 TU0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0292+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 TU0292
 TU0292  HISTORY     - Date     Condition        Report By
 TU0292  HISTORY     - 1960     MONUMENTED       CGS
 TU0292  HISTORY     - 1969     GOOD             NGS
 TU0292  HISTORY     - 19950807 GOOD             NOS
 TU0292  HISTORY     - 19990926 GOOD             USPSQD
 TU0292  HISTORY     - 20020812 GOOD             NGS
 TU0292
 TU0292                          STATION DESCRIPTION
 TU0292
 TU0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0292'IN HONOLULU.
 TU0292'AT HONOLULU, 100 YARDS SOUTHWEST OF ALA MOANA STREET, IN THE NORTHWEST
 TU0292'CORNER AT THE SOUTHWEST END OF COAST GUARD PIER 4, 4.0 FEET NORTHWEST
 TU0292'OF THE NORTHWEST FACE OF A SMALL CONCRETE BUILDING, 1.0 FOOT NORTHEAST
 TU0292'OF THE OFFSHORE END OF THE PIER, AND FLUSH WITH THE PIER.
 TU0292
 TU0292                          STATION RECOVERY (1995)
 TU0292
 TU0292'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 TU0292'RECOVERED AS DESCRIBED.
 TU0292
 TU0292                          STATION RECOVERY (1999)
 TU0292
 TU0292'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0292'RECOVERED IN GOOD CONDITION.
 TU0292
 TU0292                          STATION RECOVERY (2002)
 TU0292
 TU0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 TU0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0291 ***********************************************************************
 TU0291  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0291  DESIGNATION -  161 2340 TIDAL 21
 TU0291  PID         -  TU0291
 TU0291  STATE/COUNTY-  HI/HONOLULU
 TU0291  USGS QUAD   -  HONOLULU (1983)
 TU0291
 TU0291                         *CURRENT SURVEY CONTROL
 TU0291  ___________________________________________________________________
 TU0291* NAD 83(1986)-  21 18 12.     (N)    157 51 48.     (W)     SCALED    
 TU0291* LOCAL TIDAL -         2.062  (meters)       6.77   (feet)  ADJUSTED  
 TU0291  ___________________________________________________________________
 TU0291  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0291  DYNAMIC HT  -           2.059 (meters)       6.76  (feet)  COMP
 TU0291  MODELED GRAV-     978,931.8   (mgal)                       NAVD 88
 TU0291
 TU0291  VERT ORDER  -  FIRST     CLASS II
 TU0291
 TU0291.The horizontal coordinates were scaled from a topographic map and have
 TU0291.an estimated accuracy of +/- 6 seconds.
 TU0291
 TU0291.The orthometric height was determined by differential leveling
 TU0291.and adjusted by the National Geodetic Survey in April 2001..
 TU0291
 TU0291.This Tidal Bench Mark is designated as VM 30
 TU0291.by the Center for Operational Oceanographic Products and Services.
 TU0291
 TU0291.The geoid height was determined by GEOID03.
 TU0291
 TU0291.The dynamic height is computed by dividing the NAVD 88
 TU0291.geopotential number by the normal gravity value computed on the
 TU0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TU0291.degrees latitude (g = 980.6199 gals.).
 TU0291
 TU0291.The modeled gravity was interpolated from observed gravity values.
 TU0291
 TU0291;                    North         East    Units  Estimated Accuracy
 TU0291;SPC HI 3     -    15,140.      514,180.      MT  (+/- 180 meters Scaled)
 TU0291
 TU0291                          SUPERSEDED SURVEY CONTROL
 TU0291
 TU0291.No superseded survey control is available for this station.
 TU0291
 TU0291_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ178561(NAD 83)
 TU0291_MARKER: DD = SURVEY DISK
 TU0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0291_SP_SET: SEAWALL
 TU0291_STAMPING: NO. 21 1964
 TU0291_MARK LOGO: NOS   
 TU0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0291+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 TU0291
 TU0291  HISTORY     - Date     Condition        Report By
 TU0291  HISTORY     - 1964     MONUMENTED       CGS
 TU0291  HISTORY     - 1967     GOOD             NGS
 TU0291  HISTORY     - 1969     GOOD             NGS
 TU0291  HISTORY     - 19950807 GOOD             NOS
 TU0291  HISTORY     - 19990926 GOOD             USPSQD
 TU0291  HISTORY     - 20020812 GOOD             NGS
 TU0291
 TU0291                          STATION DESCRIPTION
 TU0291
 TU0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0291'IN HONOLULU.
 TU0291'LOCATED 0.2 MILE SOUTHWEST OF THE MAIN POST OFFICE BUILDING IN
 TU0291'HONOLULU, ALONG THE MAKAI (SOUTHWEST) SIDE OF ALA MOANA BLVD., 50
 TU0291'YARDS NORTHWEST FROM THE ENTRANCE TO THE U.S. COAST GUARD PIER (PIER
 TU0291'4), ACROSS THE HIGHWAY FROM THE SOUTHWEST END OF WAREHOUSE NO. 4, 14
 TU0291'FEET SOUTHWEST OF CURB, 14.3 FEET WEST OF WATER HYDRANT NO. 1727, 2.2
 TU0291'FEET HIGHER THAN SIDEWALK, AND CEMENTED IN A DRILL HOLE 2 FEET FROM
 TU0291'THE NORTHWEST END OF THE LONG, CONCRETE BULKHEAD RUNNING NORTHWEST
 TU0291'FROM THE U.S. COAST GUARD PIER ENTRANCE GATE.
 TU0291
 TU0291                          STATION RECOVERY (1969)
 TU0291
 TU0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0291'RECOVERED IN GOOD CONDITION.
 TU0291
 TU0291                          STATION RECOVERY (1995)
 TU0291
 TU0291'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 TU0291'RECOVERED AS DESCRIBED.
 TU0291
 TU0291                          STATION RECOVERY (1999)
 TU0291
 TU0291'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0291'RECOVERED IN GOOD CONDITION.
 TU0291
 TU0291                          STATION RECOVERY (2002)
 TU0291
 TU0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 TU0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0884 ***********************************************************************
 TU0884  DESIGNATION -  161 5081 TIDAL 1
 TU0884  PID         -  TU0884
 TU0884  STATE/COUNTY-  HI/MAUI
 TU0884  USGS QUAD   -  MAKENA (1995)
 TU0884
 TU0884                         *CURRENT SURVEY CONTROL
 TU0884  ___________________________________________________________________
 TU0884* NAD 83(1986)-  20 35 58.     (N)    156 25 12.     (W)     SCALED    
 TU0884* LOCAL TIDAL -         1.882  (meters)       6.17   (feet)  ADJUSTED  
 TU0884  ___________________________________________________________________
 TU0884  GEOID HEIGHT-          16.37  (meters)                     GEOID03
 TU0884
 TU0884  VERT ORDER  -  FIRST     CLASS I
 TU0884
 TU0884.The horizontal coordinates were scaled from a topographic map and have
 TU0884.an estimated accuracy of +/- 6 seconds.
 TU0884
 TU0884.The orthometric height was determined by differential leveling
 TU0884.and adjusted by the National Geodetic Survey in December 2003..
 TU0884.No vertical observational check was made to the station.
 TU0884
 TU0884.The geoid height was determined by GEOID03.
 TU0884
 TU0884;                    North         East    Units  Estimated Accuracy
 TU0884;SPC HI 2     -    29,480.      525,710.      MT  (+/- 180 meters Scaled)
 TU0884
 TU0884                          SUPERSEDED SURVEY CONTROL
 TU0884
 TU0884.No superseded survey control is available for this station.
 TU0884
 TU0884_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH689799(NAD 83)
 TU0884_MARKER: DJ = TIDAL STATION DISK
 TU0884_SETTING: 66 = SET IN ROCK OUTCROP
 TU0884_SP_SET: SET IN ROCK OUTCROP
 TU0884_STAMPING: NO 1 1963
 TU0884_MARK LOGO: NONE  
 TU0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0884+STABILITY: POSITION/ELEVATION WELL
 TU0884
 TU0884  HISTORY     - Date     Condition        Report By
 TU0884  HISTORY     - 1963     MONUMENTED       CGS
 TU0884  HISTORY     - 19790605 GOOD             NGS
 TU0884
 TU0884                          STATION DESCRIPTION
 TU0884
 TU0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0884'IN LA PEROUSE BAY.
 TU0884'FROM TIDAL DESCRIPTIONS DATED 4 AUG 1964.
 TU0884'BENCH MARK 1 1963 IS A STANDARD DISK, STAMPED NO 1 1963, SET IN A
 TU0884'LEDGE OUTCROP ABOUT 1 1/2 FEET ABOVE THE GROUND AT THE NORTHWEST
 TU0884'CORNER OF LA PEROUSE BAY ABOUT 2.8 MILES EAST OF FAA RADIO RANGE
 TU0884'STATION AT MAKENA.  IT IS ON PROPERTY OWNED BY MR GEORGE CARTER, 80
 TU0884'FEET SOUTH SOUTHWEST OF THE HOME OF MR AIKALE, 48 FEET NORTH OF HIGH
 TU0884'WATER LINE AND 12 FEET SOUTH OF A 14 INCH KEAVE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0882 ***********************************************************************
 TU0882  DESIGNATION -  161 5081 TIDAL 2
 TU0882  PID         -  TU0882
 TU0882  STATE/COUNTY-  HI/MAUI
 TU0882  USGS QUAD   -  MAKENA (1995)
 TU0882
 TU0882                         *CURRENT SURVEY CONTROL
 TU0882  ___________________________________________________________________
 TU0882* NAD 83(1986)-  20 35 58.     (N)    156 25 12.     (W)     SCALED    
 TU0882* LOCAL TIDAL -         2.680  (meters)       8.79   (feet)  ADJUSTED  
 TU0882  ___________________________________________________________________
 TU0882  GEOID HEIGHT-          16.37  (meters)                     GEOID03
 TU0882
 TU0882  VERT ORDER  -  FIRST     CLASS I
 TU0882
 TU0882.The horizontal coordinates were scaled from a topographic map and have
 TU0882.an estimated accuracy of +/- 6 seconds.
 TU0882
 TU0882.The orthometric height was determined by differential leveling
 TU0882.and adjusted by the National Geodetic Survey in December 2003..
 TU0882.No vertical observational check was made to the station.
 TU0882
 TU0882.The geoid height was determined by GEOID03.
 TU0882
 TU0882;                    North         East    Units  Estimated Accuracy
 TU0882;SPC HI 2     -    29,480.      525,710.      MT  (+/- 180 meters Scaled)
 TU0882
 TU0882                          SUPERSEDED SURVEY CONTROL
 TU0882
 TU0882.No superseded survey control is available for this station.
 TU0882
 TU0882_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH689799(NAD 83)
 TU0882_MARKER: DJ = TIDAL STATION DISK
 TU0882_SETTING: 66 = SET IN ROCK OUTCROP
 TU0882_SP_SET: SET IN ROCK OUTCROP
 TU0882_STAMPING: NO 2 1963
 TU0882_MARK LOGO: NONE  
 TU0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0882+STABILITY: POSITION/ELEVATION WELL
 TU0882
 TU0882  HISTORY     - Date     Condition        Report By
 TU0882  HISTORY     - 1963     MONUMENTED       CGS
 TU0882  HISTORY     - 19790605 GOOD             NGS
 TU0882
 TU0882                          STATION DESCRIPTION
 TU0882
 TU0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0882'IN LA PEROUSE BAY.
 TU0882'FROM TIDAL DESCRIPTIONS DATED 4 AUG 1964.
 TU0882'BENCH MARK 2 1963 IS A STANDARD DISK, STAMPED NO 2 1963, SET IN LEDGE
 TU0882'OUTCROP ABOUT 1/2 FOOT ABOVE GROUND, DUE NORTH OF ROCK GROIN FORMING
 TU0882'THE WEST SIDE OF A SMALL BOAT LANDING.
 TU0882'IT IS 63 FEET WEST OF MR AIKALES HOUSE AND 10 FEET NORTH OF A 30 INCH
 TU0882'KEAVE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0883 ***********************************************************************
 TU0883  DESIGNATION -  161 5081 TIDAL 3
 TU0883  PID         -  TU0883
 TU0883  STATE/COUNTY-  HI/MAUI
 TU0883  USGS QUAD   -  MAKENA (1995)
 TU0883
 TU0883                         *CURRENT SURVEY CONTROL
 TU0883  ___________________________________________________________________
 TU0883* NAD 83(1986)-  20 35 58.     (N)    156 25 12.     (W)     SCALED    
 TU0883* LOCAL TIDAL -         1.648  (meters)       5.41   (feet)  ADJUSTED  
 TU0883  ___________________________________________________________________
 TU0883  GEOID HEIGHT-          16.37  (meters)                     GEOID03
 TU0883
 TU0883  VERT ORDER  -  FIRST     CLASS I
 TU0883
 TU0883.The horizontal coordinates were scaled from a topographic map and have
 TU0883.an estimated accuracy of +/- 6 seconds.
 TU0883
 TU0883.The orthometric height was determined by differential leveling
 TU0883.and adjusted by the National Geodetic Survey in December 2003..
 TU0883.No vertical observational check was made to the station.
 TU0883
 TU0883.The geoid height was determined by GEOID03.
 TU0883
 TU0883;                    North         East    Units  Estimated Accuracy
 TU0883;SPC HI 2     -    29,480.      525,710.      MT  (+/- 180 meters Scaled)
 TU0883
 TU0883                          SUPERSEDED SURVEY CONTROL
 TU0883
 TU0883.No superseded survey control is available for this station.
 TU0883
 TU0883_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH689799(NAD 83)
 TU0883_MARKER: DJ = TIDAL STATION DISK
 TU0883_SETTING: 66 = SET IN ROCK OUTCROP
 TU0883_SP_SET: SET IN ROCK OUTCROP
 TU0883_STAMPING: NO 3 1963
 TU0883_MARK LOGO: NONE  
 TU0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0883+STABILITY: POSITION/ELEVATION WELL
 TU0883
 TU0883  HISTORY     - Date     Condition        Report By
 TU0883  HISTORY     - 1963     MONUMENTED       CGS
 TU0883  HISTORY     - 19790605 GOOD             NGS
 TU0883
 TU0883                          STATION DESCRIPTION
 TU0883
 TU0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0883'IN LA PEROUSE BAY.
 TU0883'FROM TIDAL DESCRIPTIONS DATED 4 AUG 1964.
 TU0883'BENCH MARK 3 1963 IS A STANDARD DISK, STAMPED NO 3 1963, SET IN A
 TU0883'PROMINENT LEDGE OUTCROP ABOUT 5 FEET ABOVE A GRAVEL BEACH, IN SAME
 TU0883'GENERAL AREA AS BENCH MARK 1.  IT IS WEST OF A GRAVEL BEACH, AND 75
 TU0883'FEET NORTHWEST OF A SMALL BOAT LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0881 ***********************************************************************
 TU0881  DESIGNATION -  161 5081 TIDAL 4
 TU0881  PID         -  TU0881
 TU0881  STATE/COUNTY-  HI/MAUI
 TU0881  USGS QUAD   -  MAKENA (1995)
 TU0881
 TU0881                         *CURRENT SURVEY CONTROL
 TU0881  ___________________________________________________________________
 TU0881* NAD 83(1986)-  20 35 58.     (N)    156 25 12.     (W)     SCALED    
 TU0881* LOCAL TIDAL -         3.346  (meters)      10.98   (feet)  ADJUSTED  
 TU0881  ___________________________________________________________________
 TU0881  GEOID HEIGHT-          16.37  (meters)                     GEOID03
 TU0881
 TU0881  VERT ORDER  -  FIRST     CLASS I
 TU0881
 TU0881.The horizontal coordinates were scaled from a topographic map and have
 TU0881.an estimated accuracy of +/- 6 seconds.
 TU0881
 TU0881.The orthometric height was determined by differential leveling
 TU0881.and adjusted by the National Geodetic Survey in December 2003..
 TU0881.No vertical observational check was made to the station.
 TU0881
 TU0881.The geoid height was determined by GEOID03.
 TU0881
 TU0881;                    North         East    Units  Estimated Accuracy
 TU0881;SPC HI 2     -    29,480.      525,710.      MT  (+/- 180 meters Scaled)
 TU0881
 TU0881                          SUPERSEDED SURVEY CONTROL
 TU0881
 TU0881.No superseded survey control is available for this station.
 TU0881
 TU0881_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH689799(NAD 83)
 TU0881_MARKER: DJ = TIDAL STATION DISK
 TU0881_SETTING: 66 = SET IN ROCK OUTCROP
 TU0881_SP_SET: SET IN ROCK OUTCROP
 TU0881_STAMPING: NO 4 1964
 TU0881_MARK LOGO: NONE  
 TU0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0881+STABILITY: POSITION/ELEVATION WELL
 TU0881
 TU0881  HISTORY     - Date     Condition        Report By
 TU0881  HISTORY     - 1964     MONUMENTED       CGS
 TU0881  HISTORY     - 19790605 GOOD             NGS
 TU0881
 TU0881                          STATION DESCRIPTION
 TU0881
 TU0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0881'IN LA PEROUSE BAY.
 TU0881'FROM TIDAL DESCRIPTIONS DATED 4 AUG 1964.
 TU0881'BENCH MARK 4 1964 IS A STANDARD DISK, STAMPED NO 4 1964, SET IN LEDGE
 TU0881'OUTCROP 1/2 FOOT ABOVE GROUND LEVEL, 41 FEET SOUTHWEST OF CENTER LINE
 TU0881'OF MACADAM ROAD.  IT IS 12 FEET SOUTH OF 20 FOOT KEAVE TREE, 47 FEET
 TU0881'SOUTHEAST OF LAVA WALL WHERE IT MEETS TWO KEAVE TREES, 96 FEET
 TU0881'SOUTHWEST OF EDGE OF CONCRETE WATER WELL, AND 150 FEET NORTH OF HOUSE
 TU0881'OF MR AIKALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2913 ***********************************************************************
 TU2913  DESIGNATION -  161 5202 TIDAL 2
 TU2913  PID         -  TU2913
 TU2913  STATE/COUNTY-  HI/MAUI
 TU2913  USGS QUAD   -  MAKENA (1995)
 TU2913
 TU2913                         *CURRENT SURVEY CONTROL
 TU2913  ___________________________________________________________________
 TU2913* NAD 83(1993)-  20 39 14.53031(N)    156 26 31.73657(W)     ADJUSTED  
 TU2913* LOCAL TIDAL -         3.599  (meters)      11.81   (feet)  ADJUSTED  
 TU2913  ___________________________________________________________________
 TU2913  EPOCH DATE  -        1993.62
 TU2913  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 TU2913  GEOID HEIGHT-          16.61  (meters)                     GEOID03
 TU2913
 TU2913  HORZ ORDER  -  SECOND
 TU2913  VERT ORDER  -  FIRST     CLASS I
 TU2913
 TU2913.The horizontal coordinates were established by classical geodetic methods
 TU2913.and adjusted by the National Geodetic Survey in December 1998..
 TU2913.The horizontal coordinates are valid at the epoch date displayed above.
 TU2913.The epoch date for horizontal control is a decimal equivalence
 TU2913.of Year/Month/Day.
 TU2913
 TU2913.The orthometric height was determined by differential leveling
 TU2913.and adjusted by the National Geodetic Survey in December 2003..
 TU2913.No vertical observational check was made to the station.
 TU2913
 TU2913.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2913
 TU2913.The geoid height was determined by GEOID03.
 TU2913
 TU2913;                    North         East     Units Scale Factor Converg.
 TU2913;SPC HI 2     -    35,520.164   523,395.818   MT  0.99997343   +0 04 45.1
 TU2913;UTM  04      - 2,285,958.934   766,509.101   MT  1.00047788   +0 54 09.9
 TU2913
 TU2913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2913!SPC HI 2     -   0.99999682  x   0.99997343  =   0.99997025
 TU2913!UTM  04      -   0.99999682  x   1.00047788  =   1.00047470
 TU2913
 TU2913|---------------------------------------------------------------------|
 TU2913| PID    Reference Object                     Distance      Geod. Az  |
 TU2913|                                                           dddmmss.s |
 TU2913| TU0871 161 5202 TIDAL 3                      9.527 METERS 07058     |
 TU2913| TU3130 MOLOKINI LIGHTHOUSE 1950            APPROX. 6.3 KM 2454700.2 |
 TU2913| TU0873 161 5202 TIDAL 4                      4.997 METERS 25521     |
 TU2913|---------------------------------------------------------------------|
 TU2913
 TU2913                          SUPERSEDED SURVEY CONTROL
 TU2913
 TU2913  NAD 83(1986)-  20 39 14.50308(N)    156 26 31.72721(W) AD(       ) 2
 TU2913  OLD HI      -  20 39 25.98500(N)    156 26 41.87300(W) AD(       ) 2
 TU2913
 TU2913.Superseded values are not recommended for survey control.
 TU2913.NGS no longer adjusts projects to the OLD HI datum.
 TU2913.See file dsdata.txt to determine how the superseded data were derived.
 TU2913
 TU2913_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6650985959(NAD 83)
 TU2913_MARKER: DJ = TIDAL STATION DISK
 TU2913_SETTING: 66 = SET IN ROCK OUTCROP
 TU2913_SP_SET: SET IN ROCK OUTCROP
 TU2913_STAMPING: NO 2 1931
 TU2913_MARK LOGO: NONE  
 TU2913_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2913+STABILITY: POSITION/ELEVATION WELL
 TU2913
 TU2913  HISTORY     - Date     Condition        Report By
 TU2913  HISTORY     - 1931     MONUMENTED       CGS
 TU2913  HISTORY     - 1950     GOOD             CGS
 TU2913  HISTORY     - 1961     GOOD             CGS
 TU2913  HISTORY     - 1968     GOOD             CGS
 TU2913  HISTORY     - 19790605 GOOD             NGS
 TU2913
 TU2913                          STATION DESCRIPTION
 TU2913
 TU2913'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2913'LOCATED ON THE WEST SHORE OF EAST MAUI, MAKAWAO DISTRICT,
 TU2913'ABOUT 10 MILES SOUTH OF KIHEI POST OFFICE, AT THE OLD WHARF
 TU2913'AT MAKENA BAY.  50 FEET WEST OF THE SOUTHWEST CORNER OF THE
 TU2913'SLIP, ABOUT 20 FEET NORTHWEST OF AND ABOUT 10 FEET ABOVE
 TU2913'THE OCEAN.
 TU2913'
 TU2913'A STANDARD TIDAL BENCH MARK DISK SET IN A SHARP POINT OF
 TU2913'ROCK OUTCROP PROJECTING 3 FEET ABOVE THE SURFACE.  STAMPED NO
 TU2913'2 1931.
 TU2913'
 TU2913'TO REACH FROM THE POST OFFICE AT KIHEI--GO SOUTH ON MAIN COAST ROAD
 TU2913'FOR 9.7 MILES, TURN RIGHT AND GO 200 FEET TO OLD SLIP AND STATION.
 TU2913'
 TU2913'HEIGHT OF LIGHT ABOVE STATION MARK 1.16 METERS.
 TU2913
 TU2913                          STATION RECOVERY (1961)
 TU2913
 TU2913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2913'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU2913'BY C.T.H. IN 1950.
 TU2913'
 TU2913'THE MARK IS IN THE YARD OF A ROUGH BUILT HOUSE AND THE ROCK
 TU2913'PINNACLE HAS BEEN MARKED BY WHITE PAINT.
 TU2913
 TU2913                          STATION RECOVERY (1968)
 TU2913
 TU2913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2913'STATION WAS RECOVERED IN GOOD CONDITION.  TIDAL BENCH MARKS
 TU2913'NO. 3 AND 4 WERE TIED IN FOR REFERENCE MARKS.  A COMPLETE
 TU2913'DESCRIPTION FOLLOWS--
 TU2913'
 TU2913'STATION IS LOCATED ABOUT 9 MILES SOUTH OF THE POST OFFICE
 TU2913'AT KIHEI, AND 100 YARDS SOUTH OF THE JUNCTION WHERE HIGHWAY
 TU2913'31 GOES MAUKA, AT THE SMALL BOAT LAUNCHING RAMP AT MAKENA, ON
 TU2913'THE ROCKY POINT UP ABOVE WEST SIDE OF THE RAMP, AND AT SOUTH
 TU2913'SIDE OF A HOUSE.
 TU2913'
 TU2913'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2913'STATE HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM
 TU2913'ROAD.  CONTINUE SOUTH, ON GRADED ROAD, FOR 3.4 MILES TO
 TU2913'JUNCTION WHERE HIGHWAY FORKS LEFT AND GOES MAUKA.  CONTINUE
 TU2913'AHEAD, AROUND CURVE, FOR 0.15 MILE, TURN BACK SHARP RIGHT,
 TU2913'AND GO 0.1 MILE TO END OF ROAD AT LAUNCHING RAMP AND FIRST
 TU2913'HOUSE.
 TU2913'
 TU2913'STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED 2 1931,
 TU2913'CEMENTED IN A DRILL HOLE IN THE SHARP TIP OF A BLACK ROCK
 TU2913'OUTCROP.  IT IS 21 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 TU2913'CORNER OF THE HOUSE, 8-1/2 FEET WEST-SOUTHWEST OF A STONE
 TU2913'AND CONCRETE WALL BORDERING WEST SIDE OF THE LANDING, AND 85
 TU2913'FEET SOUTH OF CENTER LINE OF TRACK ROAD.  THE ROCK OUTCROP
 TU2913'IS PAINTED YELLOW AROUND THE MARK.
 TU2913'
 TU2913'TIDAL BENCH MARK NO. 3 (RM NO. 1) IS A STANDARD BENCH MARK
 TU2913'DISK STAMPED MAKENA NO 3 1961, CEMENTED IN A DRILL HOLE IN
 TU2913'THE TOP OF THE WEST QUAY OF THE BOAT LANDING.  21 FEET NORTHEAST OF
 TU2913'THE STONE AND CONCRETE WALL, 15 FEET NORTH-NORTHWEST OF OUTER
 TU2913'CORNER OF QUAY, 26 FEET SOUTH-SOUTHEAST OF A SLIGHT ANGLE IN THE
 TU2913'QUAY WALL, 59.2 FEET SOUTH-SOUTHEAST OF THE NORTHERN END OF
 TU2913'THE WEST QUAY, AND 8.7 FEET LOWER THAN STATION MARK.
 TU2913'
 TU2913'TIDAL BENCH MARK NO. 4 (RM NO. 2) IS A STANDARD BENCH MARK
 TU2913'DISK STAMPED MAKENA NO 4 1961, CEMENTED IN A DRILL HOLE IN
 TU2913'BEDROCK, BETWEEN TWO HIGHER OUTCROPS PROJECTING ABOUT 2 FEET
 TU2913'ABOVE MARK.  IT IS 25.6 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST,
 TU2913'CONCRETE, CORNER OF THE HOUSE, 14.5 FEET SOUTHEAST OF AN
 TU2913'OUTDOOR SHOWER STALL, AND 0.3 FOOT LOWER THAN STATION MARK.
 TU2913
 TU2913                          STATION RECOVERY (1979)
 TU2913
 TU2913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU2913'IN MAKENA.
 TU2913'RECOVERED AS DESCRIBED.  THE MARK IS ON PRIVATE PROPERTY AND THE
 TU2913'PROPERTY OWNER SHOULD BE CONTACTED BEFORE USING THIS MARK.
 TU2913'FROM TIDAL DESCRIPTIONS DATED 5 AUG 1964.
 TU2913'BENCH MARK 2 1931 IS A STANDARD DISK, STAMPED NO 2 1931, SET ON SHARP
 TU2913'POINT OF LAVA OUTCROP WHICH PROJECTS ABOUT 3 FEET, ABOUT 15 FEET WEST
 TU2913'OF SOUTHWEST CORNER OF OLD MAKENA SLIP (DOCK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0871 ***********************************************************************
 TU0871  DESIGNATION -  161 5202 TIDAL 3
 TU0871  PID         -  TU0871
 TU0871  STATE/COUNTY-  HI/MAUI
 TU0871  USGS QUAD   -  MAKENA (1995)
 TU0871
 TU0871                         *CURRENT SURVEY CONTROL
 TU0871  ___________________________________________________________________
 TU0871* NAD 83(1986)-  20 39 15.     (N)    156 26 31.     (W)     SCALED    
 TU0871* LOCAL TIDAL -         0.956  (meters)       3.14   (feet)  ADJUSTED  
 TU0871  ___________________________________________________________________
 TU0871  GEOID HEIGHT-          16.61  (meters)                     GEOID03
 TU0871
 TU0871  VERT ORDER  -  FIRST     CLASS I
 TU0871
 TU0871.The horizontal coordinates were scaled from a topographic map and have
 TU0871.an estimated accuracy of +/- 6 seconds.
 TU0871
 TU0871.The orthometric height was determined by differential leveling
 TU0871.and adjusted by the National Geodetic Survey in December 2003..
 TU0871.No vertical observational check was made to the station.
 TU0871
 TU0871.The geoid height was determined by GEOID03.
 TU0871
 TU0871;                    North         East    Units  Estimated Accuracy
 TU0871;SPC HI 2     -    35,540.      523,420.      MT  (+/- 180 meters Scaled)
 TU0871
 TU0871                          SUPERSEDED SURVEY CONTROL
 TU0871
 TU0871.No superseded survey control is available for this station.
 TU0871
 TU0871_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH665859(NAD 83)
 TU0871_MARKER: DJ = TIDAL STATION DISK
 TU0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0871_SP_SET: TOP OF BOAT LANDING QUAY
 TU0871_STAMPING: NO 3 1961
 TU0871_MARK LOGO: NONE  
 TU0871_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0871
 TU0871  HISTORY     - Date     Condition        Report By
 TU0871  HISTORY     - 1961     MONUMENTED       CGS
 TU0871  HISTORY     - 1968     GOOD             CGS
 TU0871  HISTORY     - 19790605 GOOD             NGS
 TU0871
 TU0871                          STATION DESCRIPTION
 TU0871
 TU0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU0871'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON STATE
 TU0871'HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM ROAD.  CONTINUE SOUTH, ON
 TU0871'GRADED ROAD, FOR 3.4 MILES TO JUNCTION WHERE HIGHWAY FORKS LEFT AND
 TU0871'GOES MAUKA.  CONTINUE AHEAD, AROUND CURVE, FOR 0.15 MILE, TURN BACK
 TU0871'SHARP RIGHT, AND GO 0.1 MILE TO END OF ROAD AT LAUNCHING RAMP AND
 TU0871'FIRST HOUSE.
 TU0871'
 TU0871'TIDAL BENCH MARK NO. 3 (RM NO. 1) IS A STANDARD BENCH MARK DISK
 TU0871'STAMPED MAKENA NO 3 1961, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 TU0871'WEST QUAY OF THE BOAT LANDING.  21 FEET NORTHEAST OF THE STONE AND
 TU0871'CONCRETE WALL, 15 FEET NORTH-NORTHWEST OF OUTER CORNER OF QUAY, 26
 TU0871'FEET SOUTH-SOUTHEAST OF A SLIGHT ANGLE IN THE QUAY WALL, 59.2 FEET
 TU0871'SOUTH-SOUTHEAST OF THE NORTHERN END OF THE WEST QUAY, AND 8.7 FEET
 TU0871'LOWER THAN STATION MARK.
 TU0871'(NOTE--STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED 2 1931.
 TU0871'TIDAL BENCH MARKS NO. 3 AND 4 WERE TIED IN FOR REFERENCE MARKS.)
 TU0871
 TU0871                          STATION RECOVERY (1979)
 TU0871
 TU0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0871'IN MAKENA.
 TU0871'RECOVERED AS DESCRIBED.
 TU0871'FROM TIDAL DESCRIPTIONS DATED 5 AUG 1964.
 TU0871'BENCH MARK 3 1961 IS A STANDARD DISK, STAMPED NO 3 1961, SET IN TOP OF
 TU0871'SOUTH ROCK CONCRETE QUAY OF THE OLD MAKENA DOCK.  IT IS ABOUT 35 FT
 TU0871'EAST OF EAST CORNER OF A SMALL HOUSE, 21 FEET NORTHEAST OF EAST END OF
 TU0871'ROCK CONCRETE EARTH RETAINING WALL AND 57 FEET SOUTHEAST OF THE WEST
 TU0871'END OF SOUTH QUAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0873 ***********************************************************************
 TU0873  DESIGNATION -  161 5202 TIDAL 4
 TU0873  PID         -  TU0873
 TU0873  STATE/COUNTY-  HI/MAUI
 TU0873  USGS QUAD   -  MAKENA (1995)
 TU0873
 TU0873                         *CURRENT SURVEY CONTROL
 TU0873  ___________________________________________________________________
 TU0873* NAD 83(1986)-  20 39 15.     (N)    156 26 31.     (W)     SCALED    
 TU0873* LOCAL TIDAL -         3.512  (meters)      11.52   (feet)  ADJUSTED  
 TU0873  ___________________________________________________________________
 TU0873  GEOID HEIGHT-          16.61  (meters)                     GEOID03
 TU0873
 TU0873  VERT ORDER  -  FIRST     CLASS I
 TU0873
 TU0873.The horizontal coordinates were scaled from a topographic map and have
 TU0873.an estimated accuracy of +/- 6 seconds.
 TU0873
 TU0873.The orthometric height was determined by differential leveling
 TU0873.and adjusted by the National Geodetic Survey in December 2003..
 TU0873.No vertical observational check was made to the station.
 TU0873
 TU0873.The geoid height was determined by GEOID03.
 TU0873
 TU0873;                    North         East    Units  Estimated Accuracy
 TU0873;SPC HI 2     -    35,540.      523,420.      MT  (+/- 180 meters Scaled)
 TU0873
 TU0873                          SUPERSEDED SURVEY CONTROL
 TU0873
 TU0873.No superseded survey control is available for this station.
 TU0873
 TU0873_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH665859(NAD 83)
 TU0873_MARKER: DJ = TIDAL STATION DISK
 TU0873_SETTING: 66 = SET IN ROCK OUTCROP
 TU0873_SP_SET: SET IN ROCK OUTCROP
 TU0873_STAMPING: NO 4 1961
 TU0873_MARK LOGO: NONE  
 TU0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0873+STABILITY: POSITION/ELEVATION WELL
 TU0873
 TU0873  HISTORY     - Date     Condition        Report By
 TU0873  HISTORY     - 1961     MONUMENTED       CGS
 TU0873  HISTORY     - 1968     GOOD             CGS
 TU0873  HISTORY     - 19790605 GOOD             NGS
 TU0873
 TU0873                          STATION DESCRIPTION
 TU0873
 TU0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU0873'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON STATE
 TU0873'HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM ROAD.  CONTINUE SOUTH, ON
 TU0873'GRADED ROAD, FOR 3.4 MILES TO JUNCTION WHERE HIGHWAY FORKS LEFT AND
 TU0873'GOES MAUKA.  CONTINUE AHEAD, AROUND CURVE, FOR 0.15 MILE, TURN BACK
 TU0873'SHARP RIGHT, AND GO 0.1 MILE TO END OF ROAD AT LAUNCHING RAMP AND
 TU0873'FIRST HOUSE.
 TU0873'
 TU0873'TIDAL BENCH MARK NO. 4 (RM NO. 2) IS A STANDARD BENCH MARK DISK
 TU0873'STAMPED MAKENA NO 4 1961, CEMENTED IN A DRILL HOLE IN BEDROCK, BETWEEN
 TU0873'TWO HIGHER OUTCROPS PROJECTING ABOUT 2 FEET ABOVE MARK.  IT IS 25.6
 TU0873'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST, CONCRETE, CORNER OF THE HOUSE,
 TU0873'14.5 FEET SOUTHEAST OF AN OUTDOOR SHOWER STALL, AND 0.3 FOOT LOWER
 TU0873'THAN STATION MARK.
 TU0873'(NOTE--STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED 2 1931.
 TU0873'TIDAL BENCH MARKS NO. 3 AND 4 WERE TIED IN FOR REFERENCE MARKS.)
 TU0873
 TU0873                          STATION RECOVERY (1979)
 TU0873
 TU0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0873'IN MAKENA.
 TU0873'RECOVERED AS DESCRIBED.
 TU0873'FROM TIDAL DESCRIPTIONS DATED 5 AUG 1964.
 TU0873'BENCH MARK 4 1961 IS A STANDARD DISK, STAMPED NO 4 1961, SET IN LAVA
 TU0873'ROCK, 16 FEET SOUTHWEST OF BENCH MARK 2, 28 FEET SOUTH OF EAST CORNER
 TU0873'OF A SMALL HOUSE, AND 26 FEET SOUTHEAST OF SOUTH CONCRETE CORNER OF
 TU0873'THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0850 ***********************************************************************
 TU0850  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0850  DESIGNATION -  161 5680 TIDAL 11
 TU0850  PID         -  TU0850
 TU0850  STATE/COUNTY-  HI/MAUI
 TU0850  USGS QUAD   -  WAILUKU (1997)
 TU0850
 TU0850                         *CURRENT SURVEY CONTROL
 TU0850  ___________________________________________________________________
 TU0850* NAD 83(1986)-  20 53 27.     (N)    156 28 00.     (W)     SCALED    
 TU0850* LOCAL TIDAL -         2.108  (meters)       6.92   (feet)  ADJUSTED  
 TU0850  ___________________________________________________________________
 TU0850  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0850
 TU0850  VERT ORDER  -  FIRST     CLASS I
 TU0850
 TU0850.The horizontal coordinates were scaled from a topographic map and have
 TU0850.an estimated accuracy of +/- 6 seconds.
 TU0850
 TU0850.The orthometric height was determined by differential leveling
 TU0850.and adjusted by the National Geodetic Survey in December 2003..
 TU0850
 TU0850.This Tidal Bench Mark is designated as VM 57
 TU0850.by the Center for Operational Oceanographic Products and Services.
 TU0850
 TU0850.The geoid height was determined by GEOID03.
 TU0850
 TU0850;                    North         East    Units  Estimated Accuracy
 TU0850;SPC HI 2     -    61,730.      520,810.      MT  (+/- 180 meters Scaled)
 TU0850
 TU0850                          SUPERSEDED SURVEY CONTROL
 TU0850
 TU0850.No superseded survey control is available for this station.
 TU0850
 TU0850_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ635121(NAD 83)
 TU0850_MARKER: DJ = TIDAL STATION DISK
 TU0850_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TU0850_SP_SET: CONCRETE SIDEWALL
 TU0850_STAMPING: NO 11 1971
 TU0850_MARK LOGO: NONE  
 TU0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0850
 TU0850  HISTORY     - Date     Condition        Report By
 TU0850  HISTORY     - 1971     MONUMENTED       NOS
 TU0850  HISTORY     - 19790605 GOOD             NGS
 TU0850
 TU0850                          STATION DESCRIPTION
 TU0850
 TU0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0850'FROM TIDAL DESCRIPTIONS DATED 3 FEB 1975.
 TU0850'BENCH MARK 11 1971 IS A STANDARD DISK, STAMPED NO 11 1971, SET IN
 TU0850'CONCRETE SIDEWALL NEAR SOUTHWEST END OF NORTHEAST WALL FRONTING
 TU0850'KAAHUMANU AVENUE OF THE A AND B HARDWARE CENTER LOCATED AT THE CORNER
 TU0850'OF SOUTH MILL STREET AND KAAHUMANU AVENUE.  IT IS 123 1/2 FEET
 TU0850'SOUTHWEST OF CENTERLINE OF SOUTH MILL STREET, 2 1/2 FEET FROM
 TU0850'NORTHWEST EDGE OF BUILDING, AND 1/2 FOOT FROM THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0856 ***********************************************************************
 TU0856  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0856  DESIGNATION -  161 5680 TIDAL 12
 TU0856  PID         -  TU0856
 TU0856  STATE/COUNTY-  HI/MAUI
 TU0856  USGS QUAD   -  WAILUKU (1997)
 TU0856
 TU0856                         *CURRENT SURVEY CONTROL
 TU0856  ___________________________________________________________________
 TU0856* NAD 83(1986)-  20 53 20.     (N)    156 28 00.     (W)     SCALED    
 TU0856* LOCAL TIDAL -         1.365  (meters)       4.48   (feet)  ADJUSTED  
 TU0856  ___________________________________________________________________
 TU0856  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU0856
 TU0856  VERT ORDER  -  FIRST     CLASS I
 TU0856
 TU0856.The horizontal coordinates were scaled from a topographic map and have
 TU0856.an estimated accuracy of +/- 6 seconds.
 TU0856
 TU0856.The orthometric height was determined by differential leveling
 TU0856.and adjusted by the National Geodetic Survey in December 2003..
 TU0856
 TU0856.This Tidal Bench Mark is designated as VM 12699
 TU0856.by the Center for Operational Oceanographic Products and Services.
 TU0856
 TU0856.The geoid height was determined by GEOID03.
 TU0856
 TU0856;                    North         East    Units  Estimated Accuracy
 TU0856;SPC HI 2     -    61,520.      520,810.      MT  (+/- 180 meters Scaled)
 TU0856
 TU0856                          SUPERSEDED SURVEY CONTROL
 TU0856
 TU0856.No superseded survey control is available for this station.
 TU0856
 TU0856_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ635119(NAD 83)
 TU0856_MARKER: DJ = TIDAL STATION DISK
 TU0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0856_SP_SET: CONCRETE DRAIN FRAME
 TU0856_STAMPING: NO 12 1971
 TU0856_MARK LOGO: NONE  
 TU0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0856
 TU0856  HISTORY     - Date     Condition        Report By
 TU0856  HISTORY     - 1971     MONUMENTED       NOS
 TU0856  HISTORY     - 19790605 GOOD             NGS
 TU0856
 TU0856                          STATION DESCRIPTION
 TU0856
 TU0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0856'IN KAHULUI.
 TU0856'FROM TIDAL DESCRIPTIONS DATED 3 FEB 1975.
 TU0856'BENCH MARK 12 1971 IS A STANDARD DISK, STAMPED NO 12 1971, SET IN THE
 TU0856'CENTER OF THE SOUTHWEST SIDE OF THE TOP OF A 4 X 4 FOOT CONCRETE FRAME
 TU0856'FOR AN IRON STORM DRAIN GRATING.  IT IS 40 FEET SOUTHWEST OF
 TU0856'CENTERLINE OF SOUTH PUUENE AVENUE AND 22 FEET SOUTHEAST OF CENTERLINE
 TU0856'OF ENTRANCE/EXIT WAY TO KAHULUI SHOPPING CENTER ACROSS THE STREET FROM
 TU0856'MAUI SAVINGS AND LOAN ASSOCIATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0176 ***********************************************************************
 TU0176  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0176  DESIGNATION -  161 5680 TIDAL 2
 TU0176  PID         -  TU0176
 TU0176  STATE/COUNTY-  HI/MAUI
 TU0176  USGS QUAD   -  WAILUKU (1997)
 TU0176
 TU0176                         *CURRENT SURVEY CONTROL
 TU0176  ___________________________________________________________________
 TU0176* NAD 83(1986)-  20 53 35.     (N)    156 27 59.     (W)     SCALED    
 TU0176* LOCAL TIDAL -         2.499  (meters)       8.20   (feet)  ADJ UNCH  
 TU0176  ___________________________________________________________________
 TU0176  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU0176
 TU0176  VERT ORDER  -  FIRST     CLASS II
 TU0176
 TU0176.The horizontal coordinates were scaled from a topographic map and have
 TU0176.an estimated accuracy of +/- 6 seconds.
 TU0176
 TU0176.The orthometric height was key entered from printed documents
 TU0176.and not key verified.
 TU0176
 TU0176.This Tidal Bench Mark is designated as VM 51
 TU0176.by the Center for Operational Oceanographic Products and Services.
 TU0176
 TU0176.The geoid height was determined by GEOID03.
 TU0176
 TU0176;                    North         East    Units  Estimated Accuracy
 TU0176;SPC HI 2     -    61,980.      520,840.      MT  (+/- 180 meters Scaled)
 TU0176
 TU0176                          SUPERSEDED SURVEY CONTROL
 TU0176
 TU0176.No superseded survey control is available for this station.
 TU0176
 TU0176_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ635123(NAD 83)
 TU0176_MARKER: DB = BENCH MARK DISK
 TU0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0176_SP_SET: FLOOR
 TU0176_STAMPING: 2 1929
 TU0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0176
 TU0176  HISTORY     - Date     Condition        Report By
 TU0176  HISTORY     - 1929     MONUMENTED       CGS
 TU0176  HISTORY     - 1950     GOOD             CGS
 TU0176  HISTORY     - 1979     MARK NOT FOUND   NGS
 TU0176  HISTORY     - 19990725 MARK NOT FOUND   USPSQD
 TU0176
 TU0176                          STATION DESCRIPTION
 TU0176
 TU0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU0176'IN KAHULUI.
 TU0176'LOCATED AT THE NORTHEAST CORNER OF THE WAREHOUSE AT SHORE END OF PIER
 TU0176'NO. 2.
 TU0176
 TU0176                          STATION RECOVERY (1979)
 TU0176
 TU0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0176'MARK NOT FOUND.
 TU0176
 TU0176                          STATION RECOVERY (1999)
 TU0176
 TU0176'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0232 ***********************************************************************
 TU0232  DESIGNATION -  161 5680 TIDAL 4
 TU0232  PID         -  TU0232
 TU0232  STATE/COUNTY-  HI/MAUI
 TU0232  USGS QUAD   -  WAILUKU (1997)
 TU0232
 TU0232                         *CURRENT SURVEY CONTROL
 TU0232  ___________________________________________________________________
 TU0232* NAD 83(1986)-  20 53 35.     (N)    156 27 59.     (W)     SCALED    
 TU0232* LOCAL TIDAL -         2.419  (meters)       7.94   (feet)  ADJ UNCH  
 TU0232  ___________________________________________________________________
 TU0232  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU0232
 TU0232  VERT ORDER  -  FIRST     CLASS II
 TU0232
 TU0232.The horizontal coordinates were scaled from a topographic map and have
 TU0232.an estimated accuracy of +/- 6 seconds.
 TU0232
 TU0232.The orthometric height was key entered from printed documents
 TU0232.and not key verified.
 TU0232
 TU0232.The geoid height was determined by GEOID03.
 TU0232
 TU0232;                    North         East    Units  Estimated Accuracy
 TU0232;SPC HI 2     -    61,980.      520,840.      MT  (+/- 180 meters Scaled)
 TU0232
 TU0232                          SUPERSEDED SURVEY CONTROL
 TU0232
 TU0232.No superseded survey control is available for this station.
 TU0232
 TU0232_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ635123(NAD 83)
 TU0232_MARKER: DB = BENCH MARK DISK
 TU0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0232_SP_SET: WHARF
 TU0232_STAMPING: NO 4 1950
 TU0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0232
 TU0232  HISTORY     - Date     Condition        Report By
 TU0232  HISTORY     - 1950     MONUMENTED       CGS
 TU0232  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0232
 TU0232                          STATION DESCRIPTION
 TU0232
 TU0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU0232'IN KAHULUI.
 TU0232'LOCATED 0.3 FEET FROM SOUTHEAST FACE OF MOST INSHORE OF 8 MOORING BITS
 TU0232'ON SOUTHWEST EDGE OF PIER 2.  A STANDARD TIDE MARK.
 TU0232
 TU0232                          STATION RECOVERY (1981)
 TU0232
 TU0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0233 ***********************************************************************
 TU0233  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0233  DESIGNATION -  161 5680 TIDAL 5
 TU0233  PID         -  TU0233
 TU0233  STATE/COUNTY-  HI/MAUI
 TU0233  USGS QUAD   -  WAILUKU (1997)
 TU0233
 TU0233                         *CURRENT SURVEY CONTROL
 TU0233  ___________________________________________________________________
 TU0233* NAD 83(1986)-  20 53 38.     (N)    156 27 59.     (W)     SCALED    
 TU0233* LOCAL TIDAL -         1.855  (meters)       6.09   (feet)  ADJUSTED  
 TU0233  ___________________________________________________________________
 TU0233  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU0233
 TU0233  VERT ORDER  -  FIRST     CLASS I
 TU0233
 TU0233.The horizontal coordinates were scaled from a topographic map and have
 TU0233.an estimated accuracy of +/- 6 seconds.
 TU0233
 TU0233.The orthometric height was determined by differential leveling
 TU0233.and adjusted by the National Geodetic Survey in December 2003..
 TU0233
 TU0233.This Tidal Bench Mark is designated as VM 52
 TU0233.by the Center for Operational Oceanographic Products and Services.
 TU0233
 TU0233.The geoid height was determined by GEOID03.
 TU0233
 TU0233;                    North         East    Units  Estimated Accuracy
 TU0233;SPC HI 2     -    62,070.      520,840.      MT  (+/- 180 meters Scaled)
 TU0233
 TU0233                          SUPERSEDED SURVEY CONTROL
 TU0233
 TU0233.No superseded survey control is available for this station.
 TU0233
 TU0233_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ635124(NAD 83)
 TU0233_MARKER: DB = BENCH MARK DISK
 TU0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0233_SP_SET: FLOOR
 TU0233_STAMPING: NO 5 1950
 TU0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0233
 TU0233  HISTORY     - Date     Condition        Report By
 TU0233  HISTORY     - 1950     MONUMENTED       CGS
 TU0233  HISTORY     - 1979     GOOD             NGS
 TU0233
 TU0233                          STATION DESCRIPTION
 TU0233
 TU0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU0233'IN KAHULUI.
 TU0233'LOCATED IN THE FLOOR OF THE CONCRETE DRAINAGE GUTTER AT THE SOUTH
 TU0233'CORNER OF THE WAREHOUSE ON PIER 2, 1 FOOT SOUTHEAST OF THE BUILDING
 TU0233'AND 1 FOOT BELOW THE LEVEL OF THE STREET.  A STANDARD TIDE MARK.
 TU0233
 TU0233                          STATION RECOVERY (1979)
 TU0233
 TU0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0231 ***********************************************************************
 TU0231  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0231  DESIGNATION -  161 5680 TIDAL 6
 TU0231  PID         -  TU0231
 TU0231  STATE/COUNTY-  HI/MAUI
 TU0231  USGS QUAD   -  WAILUKU (1997)
 TU0231
 TU0231                         *CURRENT SURVEY CONTROL
 TU0231  ___________________________________________________________________
 TU0231* NAD 83(1986)-  20 53 40.     (N)    156 28 03.     (W)     SCALED    
 TU0231* LOCAL TIDAL -         2.410  (meters)       7.91   (feet)  ADJUSTED  
 TU0231  ___________________________________________________________________
 TU0231  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU0231
 TU0231  VERT ORDER  -  FIRST     CLASS I
 TU0231
 TU0231.The horizontal coordinates were scaled from a topographic map and have
 TU0231.an estimated accuracy of +/- 6 seconds.
 TU0231
 TU0231.The orthometric height was determined by differential leveling
 TU0231.and adjusted by the National Geodetic Survey in December 2003..
 TU0231.No vertical observational check was made to the station.
 TU0231
 TU0231.This Tidal Bench Mark is designated as VM 53
 TU0231.by the Center for Operational Oceanographic Products and Services.
 TU0231
 TU0231.The geoid height was determined by GEOID03.
 TU0231
 TU0231;                    North         East    Units  Estimated Accuracy
 TU0231;SPC HI 2     -    62,130.      520,720.      MT  (+/- 180 meters Scaled)
 TU0231
 TU0231                          SUPERSEDED SURVEY CONTROL
 TU0231
 TU0231.No superseded survey control is available for this station.
 TU0231
 TU0231_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ634125(NAD 83)
 TU0231_MARKER: DB = BENCH MARK DISK
 TU0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0231_SP_SET: PIER
 TU0231_STAMPING: NO 6 1950
 TU0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0231
 TU0231  HISTORY     - Date     Condition        Report By
 TU0231  HISTORY     - 1950     MONUMENTED       CGS
 TU0231  HISTORY     - 1979     GOOD             NGS
 TU0231
 TU0231                          STATION DESCRIPTION
 TU0231
 TU0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU0231'IN KAHULUI.
 TU0231'LOCATED ON THE WEST SIDE OF PIER 2 AT SOUTHEAST EDGE OF FOURTH BIT
 TU0231'FROM INSHORE END OF DOCK, AND 108 YARDS FROM NORTHWEST CORNER OF
 TU0231'WAREHOUSE AT SHORE END OF PIER 2.  THIS IS AT SAME LOCATION AS OLD
 TU0231'TIDE MARK NO.1 AND SLIGHTLY LOWER IN ELEVATION.
 TU0231
 TU0231                          STATION RECOVERY (1979)
 TU0231
 TU0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0847 ***********************************************************************
 TU0847  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0847  DESIGNATION -  161 5680 TIDAL 8
 TU0847  PID         -  TU0847
 TU0847  STATE/COUNTY-  HI/MAUI
 TU0847  USGS QUAD   -  WAILUKU (1997)
 TU0847
 TU0847                         *CURRENT SURVEY CONTROL
 TU0847  ___________________________________________________________________
 TU0847* NAD 83(1986)-  20 53 42.     (N)    156 28 07.     (W)     SCALED    
 TU0847* LOCAL TIDAL -         2.797  (meters)       9.18   (feet)  ADJUSTED  
 TU0847  ___________________________________________________________________
 TU0847  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU0847
 TU0847  VERT ORDER  -  FIRST     CLASS I
 TU0847
 TU0847.The horizontal coordinates were scaled from a topographic map and have
 TU0847.an estimated accuracy of +/- 6 seconds.
 TU0847
 TU0847.The orthometric height was determined by differential leveling
 TU0847.and adjusted by the National Geodetic Survey in December 2003..
 TU0847.No vertical observational check was made to the station.
 TU0847
 TU0847.This Tidal Bench Mark is designated as VM 54
 TU0847.by the Center for Operational Oceanographic Products and Services.
 TU0847
 TU0847.The geoid height was determined by GEOID03.
 TU0847
 TU0847;                    North         East    Units  Estimated Accuracy
 TU0847;SPC HI 2     -    62,190.      520,610.      MT  (+/- 180 meters Scaled)
 TU0847
 TU0847                          SUPERSEDED SURVEY CONTROL
 TU0847
 TU0847.No superseded survey control is available for this station.
 TU0847
 TU0847_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ633126(NAD 83)
 TU0847_MARKER: DJ = TIDAL STATION DISK
 TU0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0847_SP_SET: CONCRETE PIER
 TU0847_STAMPING: NO 8 1966
 TU0847_MARK LOGO: NONE  
 TU0847_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0847
 TU0847  HISTORY     - Date     Condition        Report By
 TU0847  HISTORY     - 1966     MONUMENTED       CGS
 TU0847  HISTORY     - 19790605 GOOD             NGS
 TU0847
 TU0847                          STATION DESCRIPTION
 TU0847
 TU0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0847'IN KAHULUI.
 TU0847'FROM TIDAL DESCRIPTION DATED 3 FEB 1975.
 TU0847'BENCH MARK 8 1966 IS A STANDARD DISK, STAMPED NO 8 1966, SET IN
 TU0847'CONCRETE ON THE INSIDE CORNER OF AN L-SHAPED EXTENSION ON THE
 TU0847'NORTHWEST CORNER OF PIER 2.  IT IS ABOUT 11 FEET NORTHEAST OF WATERS
 TU0847'EDGE, 21 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF TIDE HOUSE, 43
 TU0847'FEET SOUTHEAST OF THE NORTHWEST FACE OF PIER 2, 3 FEET NORTH OF THE
 TU0847'SOUTHWEST FACE OF PIER AND ABOUT 55 FEET EAST FROM EXTREME NORTHWEST
 TU0847'CORNER OF PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0845 ***********************************************************************
 TU0845  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0845  DESIGNATION -  161 5680 TIDAL 9
 TU0845  PID         -  TU0845
 TU0845  STATE/COUNTY-  HI/MAUI
 TU0845  USGS QUAD   -  WAILUKU (1997)
 TU0845
 TU0845                         *CURRENT SURVEY CONTROL
 TU0845  ___________________________________________________________________
 TU0845* NAD 83(1986)-  20 53 41.     (N)    156 28 04.     (W)     SCALED    
 TU0845* LOCAL TIDAL -         2.575  (meters)       8.45   (feet)  ADJUSTED  
 TU0845  ___________________________________________________________________
 TU0845  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU0845
 TU0845  VERT ORDER  -  FIRST     CLASS I
 TU0845
 TU0845.The horizontal coordinates were scaled from a topographic map and have
 TU0845.an estimated accuracy of +/- 6 seconds.
 TU0845
 TU0845.The orthometric height was determined by differential leveling
 TU0845.and adjusted by the National Geodetic Survey in December 2003..
 TU0845.No vertical observational check was made to the station.
 TU0845
 TU0845.This Tidal Bench Mark is designated as VM 55
 TU0845.by the Center for Operational Oceanographic Products and Services.
 TU0845
 TU0845.The geoid height was determined by GEOID03.
 TU0845
 TU0845;                    North         East    Units  Estimated Accuracy
 TU0845;SPC HI 2     -    62,160.      520,690.      MT  (+/- 180 meters Scaled)
 TU0845
 TU0845                          SUPERSEDED SURVEY CONTROL
 TU0845
 TU0845.No superseded survey control is available for this station.
 TU0845
 TU0845_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ634125(NAD 83)
 TU0845_MARKER: DJ = TIDAL STATION DISK
 TU0845_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TU0845+WITH SETTING: PAVEMENT
 TU0845_SP_SET: BASE OF LIGHT POLE
 TU0845_STAMPING: NO 9 1966
 TU0845_MARK LOGO: CGS   
 TU0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0845+STABILITY: SURFACE MOTION
 TU0845
 TU0845  HISTORY     - Date     Condition        Report By
 TU0845  HISTORY     - 1966     MONUMENTED       CGS
 TU0845  HISTORY     - 19790605 GOOD             NGS
 TU0845
 TU0845                          STATION DESCRIPTION
 TU0845
 TU0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0845'IN KAHULUI.
 TU0845'FROM TIDAL DESCRIPTIONS DATED FEB 3 1975.
 TU0845'BENCH MARK 9 1966 IS A STANDARD DISK, STAMPED NO 9 1966, SET IN
 TU0845'CONCRETE ON PIER 2 IN THE BASE OF THE FIRST LIGHT POLE SOUTHEAST OF
 TU0845'THE NORTHWEST END OF PIER 2.  IT IS 93 FEET SOUTHEAST OF BENCH MARK 8
 TU0845'1966, 12 FEET NORTHEAST OF WATERS EDGE.  7 1/2 FEET NORTHWEST OF THE
 TU0845'SOUTHWEST FACE OF PIER, AND 135 FEET SOUTHEAST OF THE NORTHWEST FACE
 TU0845'OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3601 ***********************************************************************
 AA3601  FBN         -  This is a Federal Base Network Control Station.
 AA3601  TIDAL BM    -  This is a Tidal Bench Mark.
 AA3601  DESIGNATION -  161 8739 A TIDAL
 AA3601  PID         -  AA3601
 AA3601  STATE/COUNTY-  HI/HAWAII
 AA3601  USGS QUAD   -  KA LAE (1982)
 AA3601
 AA3601                         *CURRENT SURVEY CONTROL
 AA3601  ___________________________________________________________________
 AA3601* NAD 83(1993)-  18 54 59.27416(N)    155 40 06.29702(W)     ADJUSTED  
 AA3601* LOCAL TIDAL -         4.     (meters)      13.     (feet)  GPS OBS   
 AA3601  ___________________________________________________________________
 AA3601  EPOCH DATE  -        1993.62
 AA3601  X           -  -5,499,686.454 (meters)                     COMP
 AA3601  Y           -  -2,486,854.312 (meters)                     COMP
 AA3601  Z           -   2,054,610.481 (meters)                     COMP
 AA3601  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AA3601  ELLIP HEIGHT-          18.68  (meters)          (11/30/94) GPS OBS
 AA3601  GEOID HEIGHT-          14.27  (meters)                     GEOID03
 AA3601
 AA3601  HORZ ORDER  -  FIRST
 AA3601  ELLP ORDER  -  FIFTH     CLASS I
 AA3601
 AA3601.The horizontal coordinates were established by GPS observations
 AA3601.and adjusted by the National Geodetic Survey in November 1994..
 AA3601.No horizontal observational check was made to the station.
 AA3601.The horizontal coordinates are valid at the epoch date displayed above.
 AA3601.The epoch date for horizontal control is a decimal equivalence
 AA3601.of Year/Month/Day.
 AA3601
 AA3601.The orthometric height was determined by GPS observations and a
 AA3601.high-resolution geoid model.
 AA3601.No vertical observational check was made to the station.
 AA3601
 AA3601.This Tidal Bench Mark is designated as VM 11994
 AA3601.by the Center for Operational Oceanographic Products and Services.
 AA3601
 AA3601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3601
 AA3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3601
 AA3601.The ellipsoidal height was determined by GPS observations
 AA3601.and is referenced to NAD 83.
 AA3601
 AA3601.The geoid height was determined by GEOID03.
 AA3601
 AA3601;                    North         East     Units Scale Factor Converg.
 AA3601;SPC HI 1     -     9,210.044   482,258.899   MT  0.99997056   -0 03 16.6
 AA3601;UTM  05      - 2,093,707.475   218,928.870   MT  1.00057671   -0 51 56.3
 AA3601
 AA3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3601!SPC HI 1     -   0.99999706  x   0.99997056  =   0.99996762
 AA3601!UTM  05      -   0.99999706  x   1.00057671  =   1.00057377
 AA3601
 AA3601                          SUPERSEDED SURVEY CONTROL
 AA3601
 AA3601.No superseded survey control is available for this station.
 AA3601
 AA3601_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1892993707(NAD 83)
 AA3601_MARKER: DB = BENCH MARK DISK
 AA3601_SETTING: 66 = SET IN ROCK OUTCROP
 AA3601_SP_SET: ROCK OUTCROP
 AA3601_STAMPING: 8739 A 1979
 AA3601_MARK LOGO: NOS   
 AA3601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3601+STABILITY: POSITION/ELEVATION WELL
 AA3601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3601+SATELLITE: SATELLITE OBSERVATIONS - 1979
 AA3601
 AA3601  HISTORY     - Date     Condition        Report By
 AA3601  HISTORY     - 1979     MONUMENTED       NOS
 AA3601
 AA3601                          STATION DESCRIPTION
 AA3601
 AA3601'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 AA3601'TO REACH FROM THE KAMAOA HOMESTEADS ON THE ISLAND OF HAWAII, HAWAII.
 AA3601'PROCEED S ON SOUTH POINT ROAD FOR 5 MI (8.0 KM) TO A SPLIT IN THE
 AA3601'ROAD, BEAR LEFT AND CONTINUE  FOR .8 MI (1.3 KM) TO LUA MAKALEI, THEN
 AA3601'SE ON AN UNIMPROVED DIRT ROAD FOR .2 MI (0.3 KM) TO ITS END AT BOAT
 AA3601'RAMP BAY. THE STATION IS SET IN THE TOP OF AN 8 FT (2.4 M) X 6 FT (1.8
 AA3601'M) X 3 FT (0.9 M) IRREGULAR LAVA BOULER LOCATED TOWARDS THE POINT SE
 AA3601'OF THE BOAT RAMP, 20 FT (6.1 M) NE OF THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0214 ***********************************************************************
 TU0214  DESIGNATION -  17
 TU0214  PID         -  TU0214
 TU0214  STATE/COUNTY-  HI/MAUI
 TU0214  USGS QUAD   -  PAIA (1997)
 TU0214
 TU0214                         *CURRENT SURVEY CONTROL
 TU0214  ___________________________________________________________________
 TU0214* NAD 83(1986)-  20 54 57.     (N)    156 22 52.     (W)     SCALED    
 TU0214* LOCAL TIDAL -         5.133  (meters)      16.84   (feet)  ADJ UNCH  
 TU0214  ___________________________________________________________________
 TU0214  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU0214
 TU0214  VERT ORDER  -  FIRST     CLASS II
 TU0214
 TU0214.The horizontal coordinates were scaled from a topographic map and have
 TU0214.an estimated accuracy of +/- 6 seconds.
 TU0214
 TU0214.The orthometric height was key entered from printed documents
 TU0214.and not key verified.
 TU0214
 TU0214.The geoid height was determined by GEOID03.
 TU0214
 TU0214;                    North         East    Units  Estimated Accuracy
 TU0214;SPC HI 2     -    64,510.      529,710.      MT  (+/- 180 meters Scaled)
 TU0214
 TU0214                          SUPERSEDED SURVEY CONTROL
 TU0214
 TU0214.No superseded survey control is available for this station.
 TU0214
 TU0214_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ724150(NAD 83)
 TU0214_MARKER: DD = SURVEY DISK
 TU0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0214_SP_SET: BLOCK
 TU0214_STAMPING: 17
 TU0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0214
 TU0214  HISTORY     - Date     Condition        Report By
 TU0214  HISTORY     - UNK      MONUMENTED       USGS
 TU0214  HISTORY     - 1968     GOOD             NGS
 TU0214  HISTORY     - 19970617 MARK NOT FOUND   USPSQD
 TU0214
 TU0214                          STATION DESCRIPTION
 TU0214
 TU0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0214'IN LOWER PAIA.
 TU0214'THE STORE AT ADDRESS 119 HANA HIGHWAY, MENTIONED IN ORIGINAL
 TU0214'DESCRIPTION, IS GONE AND THE MARK IS NOW IN THE WEST ENTRANCE DRIVE OF
 TU0214'A UNION SERVICE STATION, DOWN INSIDE A 4-INCH HOLE.  LOCATED AT THE
 TU0214'MAIN INTERSECTION IN LOWER PAIA (JUNCTION OF STATE HIGHWAY 36 AND
 TU0214'BALDWIN AVE.), ON NORTHWEST SIDE OF THE HIGHWAY, 24 FEET NORTHEAST OF
 TU0214'THE EDGE OF THE BUILDING AT ADDRESS 117, 6 FEET SOUTHWEST OF END OF
 TU0214'THE SIDEWALK IN FRONT OF THE SERVICE STATION, 2-1/2 FEET WEST OF A
 TU0214'STORM-DRAIN GRATE, 1 FOOT NORTHWEST OF LINE OF SIDEWALK, AND 5 INCHES
 TU0214'BENEATH MACADAM DRIVEWAY SURFACE, IN A 4-INCH-DIAMETER HOLE IN A 10 X
 TU0214'18-INCH CONCRETE BLOCK EMBEDDED FLUSH IN THE MACADAM SURFACE.
 TU0214
 TU0214                          STATION RECOVERY (1997)
 TU0214
 TU0214'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1424 ***********************************************************************
 TU1424  DESIGNATION -  171
 TU1424  PID         -  TU1424
 TU1424  STATE/COUNTY-  HI/HONOLULU
 TU1424  USGS QUAD   -  PEARL HARBOR (1983)
 TU1424
 TU1424                         *CURRENT SURVEY CONTROL
 TU1424  ___________________________________________________________________
 TU1424* NAD 83(1993)-  21 21 04.60208(N)    157 57 41.03856(W)     ADJUSTED  
 TU1424* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1424  ___________________________________________________________________
 TU1424  EPOCH DATE  -        1993.62
 TU1424  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 TU1424  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1424
 TU1424  HORZ ORDER  -  SECOND
 TU1424
 TU1424.The horizontal coordinates were established by classical geodetic methods
 TU1424.and adjusted by the National Geodetic Survey in December 1998..
 TU1424.The horizontal coordinates are valid at the epoch date displayed above.
 TU1424.The epoch date for horizontal control is a decimal equivalence
 TU1424.of Year/Month/Day.
 TU1424
 TU1424.The orthometric height was scaled from a topographic map.
 TU1424
 TU1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1424
 TU1424.The geoid height was determined by GEOID03.
 TU1424
 TU1424;                    North         East     Units Scale Factor Converg.
 TU1424;SPC HI 3     -    20,440.569   504,003.794   MT  0.99999020   +0 00 50.6
 TU1424;UTM  04      - 2,361,380.774   607,690.300   MT  0.99974331   +0 22 41.4
 TU1424
 TU1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1424!SPC HI 3     -   0.99999739  x   0.99999020  =   0.99998759
 TU1424!UTM  04      -   0.99999739  x   0.99974331  =   0.99974071
 TU1424
 TU1424|---------------------------------------------------------------------|
 TU1424| PID    Reference Object                     Distance      Geod. Az  |
 TU1424|                                                           dddmmss.s |
 TU1424| CJ9353 171 RM 1                              8.253 METERS 04501     |
 TU1424| TU1419 ROOF                                357.765 METERS 06843     |
 TU1424| TU1423 214                                 219.894 METERS 17332     |
 TU1424| CJ9354 171 RM 2                              7.766 METERS 28738     |
 TU1424| TU1616 WAIPIO UKA RESET                    APPROX.11.8 KM 3350307.9 |
 TU1424|---------------------------------------------------------------------|
 TU1424
 TU1424                          SUPERSEDED SURVEY CONTROL
 TU1424
 TU1424  NAD 83(1986)-  21 21 04.55121(N)    157 57 41.04844(W) AD(       ) 2
 TU1424  OLD HI      -  21 21 15.92300(N)    157 57 50.92500(W) AD(       ) 2
 TU1424
 TU1424.Superseded values are not recommended for survey control.
 TU1424.NGS no longer adjusts projects to the OLD HI datum.
 TU1424.See file dsdata.txt to determine how the superseded data were derived.
 TU1424
 TU1424_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0769061381(NAD 83)
 TU1424_MARKER: Z = SEE DESCRIPTION
 TU1424_SETTING: 0 = UNSPECIFIED SETTING
 TU1424
 TU1424  HISTORY     - Date     Condition        Report By
 TU1424  HISTORY     - 1960     MONUMENTED       USN
 TU1424  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1424
 TU1424                          STATION DESCRIPTION
 TU1424
 TU1424'DESCRIBED BY US NAVY 1960 (WRP)
 TU1424'STATION IS LOCATED IN THE PEARL HARBOR SHIPYARD, ON THE ROOF OF
 TU1424'BUILDING 171 NEAR THE SOUTH CORNER.
 TU1424'
 TU1424'STATION MARK IS UNITED STATES NAVY BRONZE DISK, STAMPED 171,
 TU1424'CEMENTED IN THE TOP OF A 5 INCH SQUARE CONCRETE POST PROJECTING
 TU1424'2 INCHES.
 TU1424'
 TU1424'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 171 USN NO 1 1960,
 TU1424'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST EDGE OF THE BUILDING.
 TU1424'
 TU1424'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 171 USN NO 2 1960,
 TU1424'CEMENTED IN A DRILL HOLE IN THE WEST CORNER OF THE BUILDING.
 TU1424
 TU1424                          STATION RECOVERY (1964)
 TU1424
 TU1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1424'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 TU1424'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2425 ***********************************************************************
 TU2425  DESIGNATION -  1855
 TU2425  PID         -  TU2425
 TU2425  STATE/COUNTY-  HI/HAWAII
 TU2425  USGS QUAD   -  WOOD VALLEY (1981)
 TU2425
 TU2425                         *CURRENT SURVEY CONTROL
 TU2425  ___________________________________________________________________
 TU2425* NAD 83(1993)-  19 15 54.37566(N)    155 26 23.30716(W)     ADJUSTED  
 TU2425* LOCAL TIDAL -       566.52   (meters)    1858.7    (feet)  LEVELING  
 TU2425  ___________________________________________________________________
 TU2425  EPOCH DATE  -        1993.62
 TU2425  LAPLACE CORR-         -11.21  (seconds)                    DEFLEC99
 TU2425  GEOID HEIGHT-          21.96  (meters)                     GEOID03
 TU2425
 TU2425  HORZ ORDER  -  SECOND
 TU2425  VERT ORDER  -  THIRD ?
 TU2425
 TU2425.The horizontal coordinates were established by classical geodetic methods
 TU2425.and adjusted by the National Geodetic Survey in December 1998..
 TU2425.The horizontal coordinates are valid at the epoch date displayed above.
 TU2425.The epoch date for horizontal control is a decimal equivalence
 TU2425.of Year/Month/Day.
 TU2425
 TU2425.The orthometric height was determined by differential leveling.
 TU2425.The vertical network tie was performed by a horz. field party for horz.
 TU2425.obs reductions. Reset procedures were used to establish the elevation.
 TU2425
 TU2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2425
 TU2425.The geoid height was determined by GEOID03.
 TU2425
 TU2425;                    North         East     Units Scale Factor Converg.
 TU2425;SPC HI 1     -    47,793.387   506,327.470   MT  0.99996716   +0 01 11.5
 TU2425;UTM  05      - 2,131,963.314   243,558.876   MT  1.00041297   -0 48 19.6
 TU2425
 TU2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2425!SPC HI 1     -   0.99990750  x   0.99996716  =   0.99987466
 TU2425!UTM  05      -   0.99990750  x   1.00041297  =   1.00032043
 TU2425
 TU2425:                Primary Azimuth Mark                     Grid Az
 TU2425:SPC HI 1     -  KAPAPALA RM 1 1978                       194 16 15.5
 TU2425:UTM  05      -  KAPAPALA RM 1 1978                       195 05 46.6
 TU2425
 TU2425|---------------------------------------------------------------------|
 TU2425| PID    Reference Object                     Distance      Geod. Az  |
 TU2425|                                                           dddmmss.s |
 TU2425| TU2372 KAPAPALA RM 1 1978                  APPROX. 3.1 KM 1941727.0 |
 TU2425|---------------------------------------------------------------------|
 TU2425
 TU2425                          SUPERSEDED SURVEY CONTROL
 TU2425
 TU2425  NAD 83(1986)-  19 15 54.35417(N)    155 26 23.34884(W) AD(       ) 2
 TU2425  OLD HI      -  19 16 05.21742(N)    155 26 33.36043(W) AD(       ) 2
 TU2425
 TU2425.Superseded values are not recommended for survey control.
 TU2425.NGS no longer adjusts projects to the OLD HI datum.
 TU2425.See file dsdata.txt to determine how the superseded data were derived.
 TU2425
 TU2425_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4355931963(NAD 83)
 TU2425_MARKER: Z = SEE DESCRIPTION
 TU2425_SETTING: 0 = UNSPECIFIED SETTING
 TU2425
 TU2425  HISTORY     - Date     Condition        Report By
 TU2425  HISTORY     - 1977     MONUMENTED       USGS
 TU2425
 TU2425                          STATION DESCRIPTION
 TU2425
 TU2425'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LAC)
 TU2425'THE STATION IS LOCATED ON A LOW LAVA MOUND ABOUT 5 MILES NORTHEAST
 TU2425'OF PAHALA, ABOUT 1/4 MILE NORTHWEST OF STATE HIGHWAY 11, ON THE
 TU2425'NORTHWEST SIDE OF THE OLD VOLCANO ROAD, AND AT A ROAD FORK.
 TU2425'
 TU2425'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND
 TU2425'KAMANI STREET AT PAHALA GO NORTHEAST ON STATE HIGHWAY 11 FOR 5.4
 TU2425'MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT, PASS THROUGH A
 TU2425'GATE, AND GO NORTHWEST ON A GRAVELED ROAD 0.1 MILE TO A
 TU2425'T-ROAD.  TURN LEFT ONTO A PAVED ROAD (THE OLD VOLCANO ROAD) AND
 TU2425'GO SOUTHWEST 0.4 MILE TO A ROAD FORK AND THE STATION ON THE
 TU2425'RIGHT.
 TU2425'
 TU2425'THE STATION MARK IS A USGS DISK STAMPED HAWAII 1855 CEMENTED IN A
 TU2425'DRILL HOLE IN OUTCROPPING LAVA ROCK THAT IS ABOUT 9 FEET HIGHER
 TU2425'THAN AND 67 FEET NORTH OF THE CENTER OF THE ROAD FORK AND IS 22
 TU2425'FEET NORTHWEST OF THE CENTERLINE OF THE PAVED ROAD.
 TU2425'
 TU2425'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0818 ***********************************************************************
 TU0818  DESIGNATION -  1964 2
 TU0818  PID         -  TU0818
 TU0818  STATE/COUNTY-  HI/KAUAI
 TU0818  USGS QUAD   -  MAKAHA POINT (1983)
 TU0818
 TU0818                         *CURRENT SURVEY CONTROL
 TU0818  ___________________________________________________________________
 TU0818* NAD 83(1993)-  22 08 01.82210(N)    159 43 42.95875(W)     ADJUSTED  
 TU0818* LOCAL TIDAL -       454.218  (meters)    1490.21   (feet)  ADJ UNCH  
 TU0818  ___________________________________________________________________
 TU0818  EPOCH DATE  -        1993.62
 TU0818  LAPLACE CORR-           9.13  (seconds)                    DEFLEC99
 TU0818  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU0818
 TU0818  HORZ ORDER  -  SECOND
 TU0818  VERT ORDER  -  SECOND    CLASS 0
 TU0818
 TU0818.The horizontal coordinates were established by classical geodetic methods
 TU0818.and adjusted by the National Geodetic Survey in December 1998..
 TU0818.The horizontal coordinates are valid at the epoch date displayed above.
 TU0818.The epoch date for horizontal control is a decimal equivalence
 TU0818.of Year/Month/Day.
 TU0818
 TU0818.The orthometric height was key entered from printed documents
 TU0818.and not key verified.
 TU0818
 TU0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0818
 TU0818.The geoid height was determined by GEOID03.
 TU0818
 TU0818;                    North         East     Units Scale Factor Converg.
 TU0818;SPC HI 4     -    33,292.454   476,416.714   MT  0.99999687   -0 05 10.1
 TU0818;UTM  04      - 2,447,821.238   424,862.643   MT  0.99966975   -0 16 28.3
 TU0818
 TU0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0818!SPC HI 4     -   0.99992610  x   0.99999687  =   0.99992297
 TU0818!UTM  04      -   0.99992610  x   0.99966975  =   0.99959587
 TU0818
 TU0818|---------------------------------------------------------------------|
 TU0818| PID    Reference Object                     Distance      Geod. Az  |
 TU0818|                                                           dddmmss.s |
 TU0818| TU0820 MAKAW                               142.491 METERS 00616     |
 TU0818| TU2007 LUCKY                               464.482 METERS 1721214.9 |
 TU0818| CJ9355 1964 2 RM 1                           6.869 METERS 21646     |
 TU0818|---------------------------------------------------------------------|
 TU0818
 TU0818                          SUPERSEDED SURVEY CONTROL
 TU0818
 TU0818  NAD 83(1986)-  22 08 01.78820(N)    159 43 42.98530(W) AD(       ) 2
 TU0818  OLD HI      -  22 08 13.08420(N)    159 43 53.04620(W) AD(       ) 2
 TU0818
 TU0818.Superseded values are not recommended for survey control.
 TU0818.NGS no longer adjusts projects to the OLD HI datum.
 TU0818.See file dsdata.txt to determine how the superseded data were derived.
 TU0818
 TU0818_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2486347821(NAD 83)
 TU0818_MARKER: DS = TRIANGULATION STATION DISK
 TU0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0818_SP_SET: PLASTER OF PARIS
 TU0818_STAMPING: 1964-2
 TU0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0818
 TU0818  HISTORY     - Date     Condition        Report By
 TU0818  HISTORY     - 1966     MONUMENTED       USN
 TU0818  HISTORY     - 1966     GOOD             NGS
 TU0818
 TU0818                          STATION DESCRIPTION
 TU0818
 TU0818'DESCRIBED BY US NAVY 1966 (WSS)
 TU0818'THE STATION IS LOCATED IN A BARE, ROCKY AREA AT THE WEST END OF
 TU0818'MAKAHA RIDGE, ABOUT 13 MILES NORTH OF KEKAHA AND 4.5 MILES
 TU0818'WEST OF HAWAII STATE HIGHWAY 55.
 TU0818'
 TU0818'TO REACH THE STATION FROM THE JUNCTION OF HAWAII STATE HIGHWAYS
 TU0818'50 AND 55 AT KEKAHA, GO NORTHERLY ON HAWAII STATE HIGHWAY 55
 TU0818'FOR 15.5 MILES TO AN ASPHALT ROAD ON THE LEFT.  TURN LEFT AND
 TU0818'GO WESTERLY, DOWNHILL, FOR 4.9 MILES TO THE STATION ON THE LEFT.
 TU0818'
 TU0818'THE STATION MARK IS A U.S. NAVY HYDROGRAPHIC OFFICE
 TU0818'TRIANGULATION STATION DISK, STAMPED 1964-2, SET IN THE TOP OF
 TU0818'A MASS OF PLASTER OF PARIS THAT PROJECTS 1 INCH ABOVE THE
 TU0818'SURFACE OF THE GROUND.  IT IS ABOUT 75 YARDS SOUTHWEST OF THE
 TU0818'CENTER OF THE ASPHALT ROAD AND 10-1/2 FEET NORTH OF A WOODEN
 TU0818'WITNESS POST WITH A SIGN.
 TU0818'
 TU0818'REFERENCE MARK NO. 1 IS A U.S. NAVY HYDROGRAPHIC OFFICE
 TU0818'REFERENCE MARK DISK, STAMPED 1964-2, SET IN THE TOP OF A
 TU0818'MASS OF PLASTER OF PARIS THAT PROJECTS 1 INCH ABOVE THE SURFACE
 TU0818'OF THE GROUND.  IT IS 13.9 FEET SOUTHWEST OF A WOODEN WITNESS
 TU0818'POST WITH SIGN AND IS ABOUT THE SAME ELEVATION AS THE STATION
 TU0818'MARK.
 TU0818
 TU0818                          STATION RECOVERY (1966)
 TU0818
 TU0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0818'20.4 MI N FROM KEKAHA.
 TU0818'15.5 MILES NORTHERLY ALONG HAWAII STATE HIGHWAY 55 FROM THE JUNCTION
 TU0818'WITH HAWAII STATE HIGHWAY 50 AT KEKAHA, THENCE 4.9 MILES WESTERLY,
 TU0818'DOWNHILL, ALONG AN ASPHALT ROAD, ABOUT 75 YARDS SOUTHWEST OF THE
 TU0818'CENTER OF THE ASPHALT ROAD, 10-1/2 FEET NORTH OF A WOODEN WITNESS POST
 TU0818'AND SIGN AND SET IN THE TOP OF A MASS OF PLASTER OF PARIS THAT
 TU0818'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0819 ***********************************************************************
 TU0819  DESIGNATION -  1964 2 RM 1
 TU0819  PID         -  TU0819
 TU0819  STATE/COUNTY-  HI/KAUAI
 TU0819  USGS QUAD   -  MAKAHA POINT (1983)
 TU0819
 TU0819                         *CURRENT SURVEY CONTROL
 TU0819  ___________________________________________________________________
 TU0819* NAD 83(1986)-  22 08 02.     (N)    159 43 43.     (W)     SCALED    
 TU0819* LOCAL TIDAL -       454.174  (meters)    1490.07   (feet)  ADJ UNCH  
 TU0819  ___________________________________________________________________
 TU0819  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU0819
 TU0819  VERT ORDER  -  SECOND    CLASS 0
 TU0819
 TU0819.The horizontal coordinates were scaled from a topographic map and have
 TU0819.an estimated accuracy of +/- 6 seconds.
 TU0819
 TU0819.The orthometric height was key entered from printed documents
 TU0819.and not key verified.
 TU0819
 TU0819.The geoid height was determined by GEOID03.
 TU0819
 TU0819;                    North         East    Units  Estimated Accuracy
 TU0819;SPC HI 4     -    33,300.      476,420.      MT  (+/- 180 meters Scaled)
 TU0819
 TU0819                          SUPERSEDED SURVEY CONTROL
 TU0819
 TU0819.No superseded survey control is available for this station.
 TU0819
 TU0819_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK248478(NAD 83)
 TU0819_MARKER: DR = REFERENCE MARK DISK
 TU0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0819_SP_SET: PLASTER
 TU0819_STAMPING: 1964-2
 TU0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0819
 TU0819  HISTORY     - Date     Condition        Report By
 TU0819  HISTORY     - UNK      MONUMENTED       DOD
 TU0819  HISTORY     - 1966     GOOD             NGS
 TU0819
 TU0819                          STATION DESCRIPTION
 TU0819
 TU0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0819'20.4 MI N FROM KEKAHA.
 TU0819'15.5 MILES NORTHERLY ALONG HAWAII STATE HIGHWAY 55 FROM THE JUNCTION
 TU0819'WITH HAWAII STATE HIGHWAY 50 AT KEKAHA, THENCE 4.9 MILES WESTERLY,
 TU0819'DOWNHILL, ALONG AN ASPHALT ROAD, ABOUT 75 YARDS SOUTHWEST OF THE
 TU0819'CENTER OF THE ASPHALT ROAD, 13.9 FEET SOUTHWEST OF A WOODEN WITNESS
 TU0819'POST WITH SIGN AND SET IN THE TOP OF A MASS OF PLASTER OF PARIS THAT
 TU0819'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0553 ***********************************************************************
 TU0553  DESIGNATION -  2
 TU0553  PID         -  TU0553
 TU0553  STATE/COUNTY-  HI/HONOLULU
 TU0553  USGS QUAD   -  KAENA (1983)
 TU0553
 TU0553                         *CURRENT SURVEY CONTROL
 TU0553  ___________________________________________________________________
 TU0553* NAD 83(1986)-  21 34 52.     (N)    158 12 11.     (W)     SCALED    
 TU0553* LOCAL TIDAL -         4.079  (meters)      13.38   (feet)  ADJ UNCH  
 TU0553  ___________________________________________________________________
 TU0553  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU0553
 TU0553  VERT ORDER  -  FIRST     CLASS II
 TU0553
 TU0553.The horizontal coordinates were scaled from a topographic map and have
 TU0553.an estimated accuracy of +/- 6 seconds.
 TU0553
 TU0553.The orthometric height was key entered from printed documents
 TU0553.and not key verified.
 TU0553
 TU0553.The geoid height was determined by GEOID03.
 TU0553
 TU0553;                    North         East    Units  Estimated Accuracy
 TU0553;SPC HI 3     -    45,900.      478,970.      MT  (+/- 180 meters Scaled)
 TU0553
 TU0553                          SUPERSEDED SURVEY CONTROL
 TU0553
 TU0553.No superseded survey control is available for this station.
 TU0553
 TU0553_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ825866(NAD 83)
 TU0553_MARKER: DD = SURVEY DISK
 TU0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0553_STAMPING: 2
 TU0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0553+STABILITY: SURFACE MOTION
 TU0553
 TU0553  HISTORY     - Date     Condition        Report By
 TU0553  HISTORY     - UNK      MONUMENTED       DOD
 TU0553  HISTORY     - 1969     GOOD             NGS
 TU0553  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0553
 TU0553                          STATION DESCRIPTION
 TU0553
 TU0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0553'6.15 MI W FROM WAIALUA.
 TU0553'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0553'THENCE 5.65 MILES WEST ALONG STATE HIGHWAY 99, AT THE JUNCTION OF A
 TU0553'ROAD TO AN UNIMPROVED BEACH AREA, 69 FEET NORTH OF THE CENTER LINE OF
 TU0553'THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF A TRACK ROAD WHICH IS
 TU0553'BETWEEN TWO ROWS OF TREES, AND IN THE TOP OF A CONCRETE POST
 TU0553'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TU0553
 TU0553                          STATION RECOVERY (2006)
 TU0553
 TU0553'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0553'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0416 ***********************************************************************
 TU0416  DESIGNATION -  2 10
 TU0416  PID         -  TU0416
 TU0416  STATE/COUNTY-  HI/HONOLULU
 TU0416  USGS QUAD   -  HONOLULU (1983)
 TU0416
 TU0416                         *CURRENT SURVEY CONTROL
 TU0416  ___________________________________________________________________
 TU0416* NAD 83(1993)-  21 17 35.39001(N)    157 49 30.28588(W)     ADJUSTED  
 TU0416* LOCAL TIDAL -         3.701  (meters)      12.14   (feet)  ADJ UNCH  
 TU0416  ___________________________________________________________________
 TU0416  EPOCH DATE  -        1993.62
 TU0416  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 TU0416  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU0416
 TU0416  HORZ ORDER  -  SECOND
 TU0416  VERT ORDER  -  FIRST     CLASS II
 TU0416
 TU0416.The horizontal coordinates were established by classical geodetic methods
 TU0416.and adjusted by the National Geodetic Survey in December 1998..
 TU0416.The horizontal coordinates are valid at the epoch date displayed above.
 TU0416.The epoch date for horizontal control is a decimal equivalence
 TU0416.of Year/Month/Day.
 TU0416
 TU0416.The orthometric height was key entered from printed documents
 TU0416.and not key verified.
 TU0416
 TU0416.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0416
 TU0416.The geoid height was determined by GEOID03.
 TU0416
 TU0416;                    North         East     Units Scale Factor Converg.
 TU0416;SPC HI 3     -    14,015.698   518,150.654   MT  0.99999407   +0 03 48.7
 TU0416;UTM  04      - 2,355,047.271   621,874.409   MT  0.99978355   +0 25 36.2
 TU0416
 TU0416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0416!SPC HI 3     -   0.99999696  x   0.99999407  =   0.99999103
 TU0416!UTM  04      -   0.99999696  x   0.99978355  =   0.99978051
 TU0416
 TU0416                          SUPERSEDED SURVEY CONTROL
 TU0416
 TU0416  NAD 83(1986)-  21 17 35.33944(N)    157 49 30.29507(W) AD(       ) 2
 TU0416  OLD HI      -  21 17 46.73116(N)    157 49 40.16857(W) AD(       ) 2
 TU0416
 TU0416.Superseded values are not recommended for survey control.
 TU0416.NGS no longer adjusts projects to the OLD HI datum.
 TU0416.See file dsdata.txt to determine how the superseded data were derived.
 TU0416
 TU0416_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2187455047(NAD 83)
 TU0416_MARKER: DE = TRAVERSE STATION DISK
 TU0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0416_SP_SET: SIDEWALK
 TU0416_STAMPING: 2-10 1969
 TU0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0416
 TU0416  HISTORY     - Date     Condition        Report By
 TU0416  HISTORY     - 1969     MONUMENTED       CGS
 TU0416  HISTORY     - 1969     GOOD             NGS
 TU0416  HISTORY     - 19990420 GOOD             USPSQD
 TU0416
 TU0416                          STATION DESCRIPTION
 TU0416
 TU0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0416'STATION IS LOCATED IN THE MOILIILI DISTRICT OF HONOLULU, ABOUT
 TU0416'275 FEET SOUTHEAST FROM THE INTERSECTION OF ISENBERG AND SOUTH
 TU0416'KING STREETS.
 TU0416'
 TU0416'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 2-10 1969
 TU0416'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK ON THE SOUTHERLY
 TU0416'SIDE OF MOILIILI FIELD, THE NORTHERLY SIDE OF SOUTH KING STREET,
 TU0416'BETWEEN ISENBERG STREET AND THE STAR MARKET.  TIES FROM THE
 TU0416'STATION ARE--NE 10.19 FEET TO A + IN CONCRETE SIDEWALK, SW 92.87
 TU0416'FEET TO A + IN CONCRETE IN DRIVEWAY OF IGA MARKET ACROSS SOUTH
 TU0416'KING STREET, 71.20 FEET TO FIRE HYDRANT ON THE WESTERLY
 TU0416'SIDE, AND 35.50 FEET TO ELECTRIC POLE 33 ON THE EASTERLY
 TU0416'SIDE.
 TU0416'
 TU0416'GEODIMETER CONNECTION WAS MADE BETWEEN WAAHILA 1928 1969 TO
 TU0416'STATE SURVEY 2-10.
 TU0416
 TU0416                          STATION RECOVERY (1969)
 TU0416
 TU0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0416'2.8 MI SE FROM HONOLULU.
 TU0416'2.8 MILES SOUTHEAST ALONG SOUTH KING STREET FROM THE POST OFFICE AT
 TU0416'HONOLULU, NEAR THE JUNCTION OF ISENBERG STREET, ON THE SOUTH SIDE OF
 TU0416'MOILIILI FIELD, ACROSS SOUTH KING STREET FROM THE SUPER VALUE FOOD
 TU0416'STORE, IN THE TOP OF THE NORTH SIDEWALK OF SOUTH KING STREET, 1.8 FEET
 TU0416'NORTH OF THE NORTH CURB OF THE STREET, 71.2 FEET EAST OF FIRE HYDRANT
 TU0416'898, 35 1/2 FEET WEST OF A TELEPHONE POLE, 10.4 FEET SOUTH OF A
 TU0416'CYCLONE FENCE, AND ABOUT FLUSH WITH THE SIDEWALK.
 TU0416
 TU0416                          STATION RECOVERY (1999)
 TU0416
 TU0416'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0437 ***********************************************************************
 TU0437  DESIGNATION -  2 5
 TU0437  PID         -  TU0437
 TU0437  STATE/COUNTY-  HI/HONOLULU
 TU0437  USGS QUAD   -  HONOLULU (1983)
 TU0437
 TU0437                         *CURRENT SURVEY CONTROL
 TU0437  ___________________________________________________________________
 TU0437* NAD 83(1993)-  21 16 55.25455(N)    157 48 51.16817(W)     ADJUSTED  
 TU0437* LOCAL TIDAL -         3.843  (meters)      12.61   (feet)  ADJ UNCH  
 TU0437  ___________________________________________________________________
 TU0437  EPOCH DATE  -        1993.62
 TU0437  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 TU0437  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0437
 TU0437  HORZ ORDER  -  SECOND
 TU0437  VERT ORDER  -  FIRST     CLASS II
 TU0437
 TU0437.The horizontal coordinates were established by classical geodetic methods
 TU0437.and adjusted by the National Geodetic Survey in December 1998..
 TU0437.The horizontal coordinates are valid at the epoch date displayed above.
 TU0437.The epoch date for horizontal control is a decimal equivalence
 TU0437.of Year/Month/Day.
 TU0437
 TU0437.The orthometric height was key entered from printed documents
 TU0437.and not key verified.
 TU0437
 TU0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0437
 TU0437.The geoid height was determined by GEOID03.
 TU0437
 TU0437;                    North         East     Units Scale Factor Converg.
 TU0437;SPC HI 3     -    12,782.597   519,279.625   MT  0.99999459   +0 04 02.8
 TU0437;UTM  04      - 2,353,821.606   623,010.934   MT  0.99978699   +0 25 49.6
 TU0437
 TU0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0437!SPC HI 3     -   0.99999694  x   0.99999459  =   0.99999153
 TU0437!UTM  04      -   0.99999694  x   0.99978699  =   0.99978394
 TU0437
 TU0437                          SUPERSEDED SURVEY CONTROL
 TU0437
 TU0437  NAD 83(1986)-  21 16 55.20377(N)    157 48 51.17719(W) AD(       ) 2
 TU0437  OLD HI      -  21 17 06.59399(N)    157 49 01.04804(W) AD(       ) 2
 TU0437
 TU0437.Superseded values are not recommended for survey control.
 TU0437.NGS no longer adjusts projects to the OLD HI datum.
 TU0437.See file dsdata.txt to determine how the superseded data were derived.
 TU0437
 TU0437_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2301153822(NAD 83)
 TU0437_MARKER: DE = TRAVERSE STATION DISK
 TU0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0437_SP_SET: SIDEWALK
 TU0437_STAMPING: 2-5 1969
 TU0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0437
 TU0437  HISTORY     - Date     Condition        Report By
 TU0437  HISTORY     - 1969     MONUMENTED       CGS
 TU0437  HISTORY     - 1969     GOOD             NGS
 TU0437  HISTORY     - 19990325 GOOD             USPSQD
 TU0437
 TU0437                          STATION DESCRIPTION
 TU0437
 TU0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0437'STATION IS LOCATED IN THE KAPAHULU DISTRICT, ON KAPAHULU AVENUE,
 TU0437'TWO BLOCKS NORTH OF ALA WAI GOLF COURSE.  THE STATION IS AT THE
 TU0437'NORTHWEST CORNER OF THE INTERSECTION OF KAPAHULU, WINAM AND
 TU0437'PALANI AVENUES.
 TU0437'
 TU0437'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 2-5 1969
 TU0437'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK AT THE NORTHWEST CORNER
 TU0437'OF KAPAHULU AND WINAM AVENUES.  TIES FROM THE STATION ARE--NW
 TU0437'12.98 FEET TO + IN CONCRETE SIDEWALK, N 34.36 FEET TO + IN
 TU0437'CONCRETE SIDEWALK, S 62.09 FEET TO + IN CONCRETE SIDEWALK, ACROSS
 TU0437'WINAM AVENUE AND SW 44.00 FEET TO FIRE HYDRANT.
 TU0437'
 TU0437'GEODIMETER CONNECTION WAS MADE BETWEEN DIAMOND HEAD 2 1969
 TU0437'AND STATE SURVEY 2-5 1969.
 TU0437
 TU0437                          STATION RECOVERY (1969)
 TU0437
 TU0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0437'IN HONOLULU.
 TU0437'AT HONOLULU, AT THE INTERSECTION OF KAPALULU AND WINAN AVENUES, IN THE
 TU0437'TOP OF THE SOUTHEAST CORNER OF THE SIDEWALK, NEAR THE YONG COCKTAIL
 TU0437'BAR, 65.0 FEET NORTHWEST AND ACROSS KAPAHULU AVENUE FROM BENCH MARK L
 TU0437'(C OF H), 1.7 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A CURB, 44.0
 TU0437'FEET NORTHEAST OF THE CENTER OF FIRE HYDRANT 1292, 12.3 FEET SOUTHWEST
 TU0437'OF THE CENTER OF A 24-INCH MANHOLE COVER IN THE SIDEWALK, AND ABOUT
 TU0437'FLUSH WITH THE SIDEWALK.
 TU0437
 TU0437                          STATION RECOVERY (1999)
 TU0437
 TU0437'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0414 ***********************************************************************
 TU0414  DESIGNATION -  2 6
 TU0414  PID         -  TU0414
 TU0414  STATE/COUNTY-  HI/HONOLULU
 TU0414  USGS QUAD   -  HONOLULU (1983)
 TU0414
 TU0414                         *CURRENT SURVEY CONTROL
 TU0414  ___________________________________________________________________
 TU0414* NAD 83(1993)-  21 17 48.29114(N)    157 49 46.26179(W)     ADJUSTED  
 TU0414* LOCAL TIDAL -         5.256  (meters)      17.24   (feet)  ADJ UNCH  
 TU0414  ___________________________________________________________________
 TU0414  EPOCH DATE  -        1993.62
 TU0414  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 TU0414  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU0414
 TU0414  HORZ ORDER  -  SECOND
 TU0414  VERT ORDER  -  FIRST     CLASS II
 TU0414
 TU0414.The horizontal coordinates were established by classical geodetic methods
 TU0414.and adjusted by the National Geodetic Survey in December 1998..
 TU0414.The horizontal coordinates are valid at the epoch date displayed above.
 TU0414.The epoch date for horizontal control is a decimal equivalence
 TU0414.of Year/Month/Day.
 TU0414
 TU0414.The orthometric height was key entered from printed documents
 TU0414.and not key verified.
 TU0414
 TU0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0414
 TU0414.The geoid height was determined by GEOID03.
 TU0414
 TU0414;                    North         East     Units Scale Factor Converg.
 TU0414;SPC HI 3     -    14,411.976   517,689.741   MT  0.99999387   +0 03 42.9
 TU0414;UTM  04      - 2,355,440.536   621,411.091   MT  0.99978215   +0 25 30.6
 TU0414
 TU0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0414!SPC HI 3     -   0.99999671  x   0.99999387  =   0.99999058
 TU0414!UTM  04      -   0.99999671  x   0.99978215  =   0.99977886
 TU0414
 TU0414                          SUPERSEDED SURVEY CONTROL
 TU0414
 TU0414  NAD 83(1986)-  21 17 48.24049(N)    157 49 46.27105(W) AD(       ) 2
 TU0414  OLD HI      -  21 17 59.63215(N)    157 49 56.14471(W) AD(       ) 2
 TU0414
 TU0414.Superseded values are not recommended for survey control.
 TU0414.NGS no longer adjusts projects to the OLD HI datum.
 TU0414.See file dsdata.txt to determine how the superseded data were derived.
 TU0414
 TU0414_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2141155441(NAD 83)
 TU0414_MARKER: DE = TRAVERSE STATION DISK
 TU0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0414_STAMPING: 2-6 1969
 TU0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0414+STABILITY: SURFACE MOTION
 TU0414
 TU0414  HISTORY     - Date     Condition        Report By
 TU0414  HISTORY     - 1969     MONUMENTED       CGS
 TU0414  HISTORY     - 1969     GOOD             NGS
 TU0414  HISTORY     - 19990421 MARK NOT FOUND   USPSQD
 TU0414
 TU0414                          STATION DESCRIPTION
 TU0414
 TU0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0414'STATION IS LOCATED IN MC CULLY TRACT AT THE INTERSECTION OF
 TU0414'MC CULLY AND BERETANIA STREETS AT THE OVERPASS.
 TU0414'
 TU0414'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 2-6 1969
 TU0414'CEMENTED IN DRILL HOLE NEAR END OF CONCRETE TRAFFIC ISLAND ON THE
 TU0414'EASTERLY SIDE OF ENTRANCE OF MC CULLY OVERPASS AND BERETANIA
 TU0414'STREET.  TIES FROM STATION ARE--NE 151.84 FT. TO + IN CONCRETE
 TU0414'STREET GUTTER NEAR COYNE STREET, SW 33.22 FT. TO CITY STREET
 TU0414'SURVEY MONUMENT, N 50.48 FT TO + IN CONCRETE NEAR METAL GUARD
 TU0414'RAILS OF OVERPASS.
 TU0414'
 TU0414'GEODIMETER CONNECTION WAS MADE BETWEEN ROUND TOP 1927 1963 AND
 TU0414'STATE SURVEY 2-6 1969.
 TU0414'
 TU0414'THIS STATION IS ALSO BENCH MARK 2-6 (SS) OF THE 1969 FIRST
 TU0414'ORDER LEVELING.
 TU0414
 TU0414                          STATION RECOVERY (1969)
 TU0414
 TU0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0414'2.4 MI SE FROM HONOLULU.
 TU0414'0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM THE POST OFFICE AT
 TU0414'HONOLULU, THENCE 2.15 MILES SOUTHEAST ALONG SOUTH BERETANIA STREET, AT
 TU0414'THE JUNCTION OF MCCULLY STREET, ACROSS THE STREET FROM A FRAME HOUSE
 TU0414'NO. 2002A WITH A CYCLONE FENCE, 49.4 FEET WEST-NORTHWEST OF A TRAFFIC
 TU0414'LIGHT, 8.6 FEET NORTH OF THE SOUTH END OF THE ISLAND, 23.7 FEET WEST
 TU0414'OF A TRAFFIC LIGHT, AND SET IN THE TOP OF A CONCRETE POST WHICH IS IN
 TU0414'A CONCRETE ISLAND FORMED BY SIDEWALK OF OVERPASS, FLUSH WITH THE
 TU0414'SIDEWALK.
 TU0414
 TU0414                          STATION RECOVERY (1999)
 TU0414
 TU0414'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0299 ***********************************************************************
 TU0299  DESIGNATION -  2 9
 TU0299  PID         -  TU0299
 TU0299  STATE/COUNTY-  HI/HONOLULU
 TU0299  USGS QUAD   -  HONOLULU (1983)
 TU0299
 TU0299                         *CURRENT SURVEY CONTROL
 TU0299  ___________________________________________________________________
 TU0299* NAD 83(1993)-  21 17 20.40829(N)    157 50 31.30579(W)     ADJUSTED  
 TU0299* LOCAL TIDAL -         1.457  (meters)       4.78   (feet)  ADJ UNCH  
 TU0299  ___________________________________________________________________
 TU0299  EPOCH DATE  -        1993.62
 TU0299  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 TU0299  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU0299
 TU0299  HORZ ORDER  -  SECOND
 TU0299  VERT ORDER  -  FIRST     CLASS II
 TU0299
 TU0299.The horizontal coordinates were established by classical geodetic methods
 TU0299.and adjusted by the National Geodetic Survey in December 1998..
 TU0299.The horizontal coordinates are valid at the epoch date displayed above.
 TU0299.The epoch date for horizontal control is a decimal equivalence
 TU0299.of Year/Month/Day.
 TU0299
 TU0299.The orthometric height was key entered from printed documents
 TU0299.and not key verified.
 TU0299
 TU0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0299
 TU0299.The geoid height was determined by GEOID03.
 TU0299
 TU0299;                    North         East     Units Scale Factor Converg.
 TU0299;SPC HI 3     -    13,553.071   516,392.296   MT  0.99999332   +0 03 26.5
 TU0299;UTM  04      - 2,354,573.610   620,119.392   MT  0.99977830   +0 25 13.7
 TU0299
 TU0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0299!SPC HI 3     -   0.99999732  x   0.99999332  =   0.99999064
 TU0299!UTM  04      -   0.99999732  x   0.99977830  =   0.99977562
 TU0299
 TU0299                          SUPERSEDED SURVEY CONTROL
 TU0299
 TU0299  NAD 83(1986)-  21 17 20.35769(N)    157 50 31.31501(W) AD(       ) 2
 TU0299  OLD HI      -  21 17 31.74686(N)    157 50 41.18848(W) AD(       ) 2
 TU0299
 TU0299.Superseded values are not recommended for survey control.
 TU0299.NGS no longer adjusts projects to the OLD HI datum.
 TU0299.See file dsdata.txt to determine how the superseded data were derived.
 TU0299
 TU0299_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2011954574(NAD 83)
 TU0299_MARKER: DB = BENCH MARK DISK
 TU0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0299_SP_SET: SIDEWALK
 TU0299_STAMPING: 2-9 1969
 TU0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0299
 TU0299  HISTORY     - Date     Condition        Report By
 TU0299  HISTORY     - 1969     MONUMENTED       CGS
 TU0299  HISTORY     - 1969     GOOD             NGS
 TU0299  HISTORY     - 19990321 GOOD             USPSQD
 TU0299  HISTORY     - 20060305 MARK NOT FOUND   GEOCAC
 TU0299
 TU0299                          STATION DESCRIPTION
 TU0299
 TU0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0299'STATION IS LOCATED AT THE NORTHEAST CORNER OF ALA MOANA PARK,
 TU0299'AT SEWER SUB-STATION ON THE SOUTHERLY SIDE OF ALA MOANA BOULEVARD
 TU0299'AND SOUTHWEST OF THE INTERSECTION OF ALA MOANA BOULEVARD AND
 TU0299'ATKINSON DRIVE.
 TU0299'
 TU0299'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 2-9 1969
 TU0299'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK ON EAST SIDE OF
 TU0299'ENTRANCE ROAD TO SEWER SUB-STATION.  TIES FROM STATION MARK
 TU0299'ARE--NE 85.45 FEET TO + IN CONCRETE CURB NEAR END OF MEDIAL STRIP
 TU0299'OF ALA MOANA BOULEVARD AND SW 29.21 FEET TO SPIKE IN PAVEMENT
 TU0299'OF SEWER SUB-STATION ROAD, BOTH POINTS AND STATION MARK BEING ON
 TU0299'LINE WITH WAAHILA 1928 1969, E 66.80 FEET TO STREET LIGHT
 TU0299'STANDARD.
 TU0299'
 TU0299'GEODIMETER CONNECTION WAS MADE BETWEEN WAAHILA 1928 1969 TO STATE
 TU0299'SURVEY 2-9 1969.
 TU0299
 TU0299                          STATION RECOVERY (1969)
 TU0299
 TU0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0299'IN HONOLULU.
 TU0299'AT HONOLULU, AT THE INTERSECTION OF ALA MOANA AND ATKINSON DRIVE, IN
 TU0299'THE TOP OF A SIDEWALK BY A SMALL TURNOUT AND NEAR A SEWER SUB-STATION,
 TU0299'2.0 FEET SOUTH OF THE SOUTH CURB OF THE EAST BOUND LANES OF ALA MOANA,
 TU0299'66.8 FEET WEST OF A METAL STREET LIGHT POLE, 3.7 FEET NORTH OF A
 TU0299'RETAINING WALL OF ALA PARK, 14.4 FEET EAST OF THE CENTER LINE OF THE
 TU0299'TURNOUT ROAD, 27.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CYCLONE
 TU0299'FENCE AROUND THE SEWER SUB-STATION, AND ABOUT FLUSH WITH THE SIDEWALK.
 TU0299
 TU0299                          STATION RECOVERY (1999)
 TU0299
 TU0299'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0299'RECOVERED IN GOOD CONDITION.
 TU0299
 TU0299                          STATION RECOVERY (2006)
 TU0299
 TU0299'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 TU0299'NOT FOUND. THERE IS A MARK NEAR THE DESCRIBED LOCATION THAT IS STAMPED
 TU0299'2-9 RESET 1994, BUT IS NOT DOCUMENTED IN THIS DATABASE. USE WITH
 TU0299'CAUTION AS IT'S POSITION RELATIVE TO 2-9 1969 HAS NOT BEEN DOCUMENTED.
 TU0299' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0853 ***********************************************************************
 TU0853  DESIGNATION -  2 UHI
 TU0853  PID         -  TU0853
 TU0853  STATE/COUNTY-  HI/MAUI
 TU0853  USGS QUAD   -  WAILUKU (1997)
 TU0853
 TU0853                         *CURRENT SURVEY CONTROL
 TU0853  ___________________________________________________________________
 TU0853* NAD 83(1986)-  20 52 49.     (N)    156 29 47.     (W)     SCALED    
 TU0853* LOCAL TIDAL -        93.711  (meters)     307.45   (feet)  ADJUSTED  
 TU0853  ___________________________________________________________________
 TU0853  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0853
 TU0853  VERT ORDER  -  FIRST     CLASS I
 TU0853
 TU0853.The horizontal coordinates were scaled from a topographic map and have
 TU0853.an estimated accuracy of +/- 6 seconds.
 TU0853
 TU0853.The orthometric height was determined by differential leveling
 TU0853.and adjusted by the National Geodetic Survey in December 2003..
 TU0853.No vertical observational check was made to the station.
 TU0853
 TU0853.The geoid height was determined by GEOID03.
 TU0853
 TU0853;                    North         East    Units  Estimated Accuracy
 TU0853;SPC HI 2     -    60,560.      517,720.      MT  (+/- 180 meters Scaled)
 TU0853
 TU0853                          SUPERSEDED SURVEY CONTROL
 TU0853
 TU0853.No superseded survey control is available for this station.
 TU0853
 TU0853_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ604109(NAD 83)
 TU0853_MARKER: DB = BENCH MARK DISK
 TU0853_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TU0853+WITH SETTING: PAVEMENT
 TU0853_SP_SET: PLATFORM ON CINDER CONE
 TU0853_STAMPING: 2
 TU0853_MARK LOGO: NONE  
 TU0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0853+STABILITY: SURFACE MOTION
 TU0853
 TU0853  HISTORY     - Date     Condition        Report By
 TU0853  HISTORY     - 1977     MONUMENTED       UHI
 TU0853  HISTORY     - 19790605 GOOD             NGS
 TU0853
 TU0853                          STATION DESCRIPTION
 TU0853
 TU0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0853'IN WAILUKU, AT THE WAILUKU MEMORIAL CEMETERY, ON TOP OF THE CINDER
 TU0853'CONE OVER LOOKING THE CREMATORIUM, SET IN TOP OF THE CLASS A HAWAII
 TU0853'SURVEY MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0197 ***********************************************************************
 TU0197  DESIGNATION -  20 A
 TU0197  PID         -  TU0197
 TU0197  STATE/COUNTY-  HI/MAUI
 TU0197  USGS QUAD   -  PUU O KALI (1992)
 TU0197
 TU0197                         *CURRENT SURVEY CONTROL
 TU0197  ___________________________________________________________________
 TU0197* NAD 83(1986)-  20 47 42.     (N)    156 26 07.     (W)     SCALED    
 TU0197* LOCAL TIDAL -        67.738  (meters)     222.24   (feet)  ADJ UNCH  
 TU0197  ___________________________________________________________________
 TU0197  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU0197
 TU0197  VERT ORDER  -  FIRST     CLASS II
 TU0197
 TU0197.The horizontal coordinates were scaled from a topographic map and have
 TU0197.an estimated accuracy of +/- 6 seconds.
 TU0197
 TU0197.The orthometric height was key entered from printed documents
 TU0197.and not key verified.
 TU0197
 TU0197.The geoid height was determined by GEOID03.
 TU0197
 TU0197;                    North         East    Units  Estimated Accuracy
 TU0197;SPC HI 2     -    51,130.      524,090.      MT  (+/- 180 meters Scaled)
 TU0197
 TU0197                          SUPERSEDED SURVEY CONTROL
 TU0197
 TU0197.No superseded survey control is available for this station.
 TU0197
 TU0197_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ669015(NAD 83)
 TU0197_MARKER: X = CHISELED CROSS
 TU0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0197_SP_SET: ABUTMENT
 TU0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0197
 TU0197  HISTORY     - Date     Condition        Report By
 TU0197  HISTORY     - UNK      MONUMENTED       LOCENG
 TU0197  HISTORY     - 1968     GOOD             NGS
 TU0197  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 TU0197
 TU0197                          STATION DESCRIPTION
 TU0197
 TU0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0197'2 MI NE FROM KIHEI.
 TU0197'0.5 MILE EAST ON UPPER KIHEI ROAD FROM THE POST OFFICE IN KIHEI,
 TU0197'THENCE 0.35 MILE ON LEFT FORK.  THENCE 1.35 MILE ON RIGHT FORK, TO
 TU0197'WHERE ROAD GOES DOWN ACROSS A DIP BY A WOODEN FLUME ON RIGHT.  THE
 TU0197'MARK IS ACROSS ROAD FROM FLUME, ON SOUTHWEST SIDE OF THE DIP, 15 FEET
 TU0197'NORTHWEST OF CENTER LINE OF ROAD, 41 FEET NORTHWEST OF THE END OF A
 TU0197'CONCRETE CRIBBING AT END OF WOODEN FLUME, 45 FEET NORTHWEST OF A WHITE
 TU0197'HC AND S CO. SIGN DEAD END, AND CHISELED IN THE TOP OF THE SOUTHEAST
 TU0197'END OF THE SOUTHWEST, CONCRETE, ABUTMENT OF OLD RAILROAD BRIDGE. THE
 TU0197'NUMBERS E 222.50 ARE CHISELED INTO THE CONCRETE NEAR THE MARK.
 TU0197
 TU0197                          STATION RECOVERY (1997)
 TU0197
 TU0197'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0278 ***********************************************************************
 TU0278  DESIGNATION -  200
 TU0278  PID         -  TU0278
 TU0278  STATE/COUNTY-  HI/HONOLULU
 TU0278  USGS QUAD   -  HONOLULU (1983)
 TU0278
 TU0278                         *CURRENT SURVEY CONTROL
 TU0278  ___________________________________________________________________
 TU0278* NAD 83(1986)-  21 19 12.     (N)    157 51 14.     (W)     SCALED    
 TU0278* LOCAL TIDAL -        19.224  (meters)      63.07   (feet)  ADJ UNCH  
 TU0278  ___________________________________________________________________
 TU0278  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU0278
 TU0278  VERT ORDER  -  FIRST     CLASS II
 TU0278
 TU0278.The horizontal coordinates were scaled from a topographic map and have
 TU0278.an estimated accuracy of +/- 6 seconds.
 TU0278
 TU0278.The orthometric height was key entered from printed documents
 TU0278.and not key verified.
 TU0278
 TU0278.The geoid height was determined by GEOID03.
 TU0278
 TU0278;                    North         East    Units  Estimated Accuracy
 TU0278;SPC HI 3     -    16,980.      515,160.      MT  (+/- 180 meters Scaled)
 TU0278
 TU0278                          SUPERSEDED SURVEY CONTROL
 TU0278
 TU0278.No superseded survey control is available for this station.
 TU0278
 TU0278_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ188579(NAD 83)
 TU0278_MARKER: DD = SURVEY DISK
 TU0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0278+STABILITY: SURFACE MOTION
 TU0278
 TU0278  HISTORY     - Date     Condition        Report By
 TU0278  HISTORY     - UNK      MONUMENTED
 TU0278  HISTORY     - 1963     GOOD             NGS
 TU0278  HISTORY     - 1969     MARK NOT FOUND   NGS
 TU0278  HISTORY     - 19990523 MARK NOT FOUND   USPSQD
 TU0278
 TU0278                          STATION DESCRIPTION
 TU0278
 TU0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0278'IN HONOLULU.
 TU0278'0.3 MILE NORTHWEST ON QUEENS STREET FROM THE POST OFFICE IN HONOLULU,
 TU0278'THENCE 0.9 MILE RIGHT, NORTHEAST, ON NUUANU AVENUE, THENCE 160 YARDS
 TU0278'LEFT, NORTHWEST ON KUAKINI STREET, ON THE CENTER LINE OF THE STREET
 TU0278'AND 2 FEET SOUTHEAST OF SOUTHEAST END OF THE NUUANU STREAM BRIDGE,
 TU0278'(WHICH WAS BUILT IN 1934) SET ABOUT 4 INCHES BELOW GROUND SURFACE IN
 TU0278'THE TOP OF A CONCRETE POST.  ACCESS TO THE MARK IS HAD THROUGH A
 TU0278'7-INCH, IRON HAND-HOLE COVER.  NOTE-- THE ELEVATION SHOULD BE USED
 TU0278'WITH CAUTION.
 TU0278
 TU0278                          STATION RECOVERY (1969)
 TU0278
 TU0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0278'MARK NOT FOUND.
 TU0278
 TU0278                          STATION RECOVERY (1999)
 TU0278
 TU0278'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0069 ***********************************************************************
 TU0069  DESIGNATION -  2002
 TU0069  PID         -  TU0069
 TU0069  STATE/COUNTY-  HI/HAWAII
 TU0069  USGS QUAD   -  PUU MAKAALA (1981)
 TU0069
 TU0069                         *CURRENT SURVEY CONTROL
 TU0069  ___________________________________________________________________
 TU0069* NAD 83(1986)-  19 31 43.     (N)    155 07 58.     (W)     SCALED    
 TU0069* LOCAL TIDAL -       610.400  (meters)    2002.62   (feet)  ADJ UNCH  
 TU0069  ___________________________________________________________________
 TU0069  GEOID HEIGHT-          20.26  (meters)                     GEOID03
 TU0069
 TU0069  VERT ORDER  -  FIRST     CLASS I
 TU0069
 TU0069.The horizontal coordinates were scaled from a topographic map and have
 TU0069.an estimated accuracy of +/- 6 seconds.
 TU0069
 TU0069.The orthometric height was key entered from printed documents
 TU0069.and not key verified.
 TU0069
 TU0069.The geoid height was determined by GEOID03.
 TU0069
 TU0069;                    North         East    Units  Estimated Accuracy
 TU0069;SPC HI 1     -    77,000.      538,540.      MT  (+/- 180 meters Scaled)
 TU0069
 TU0069                          SUPERSEDED SURVEY CONTROL
 TU0069
 TU0069.No superseded survey control is available for this station.
 TU0069
 TU0069_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB762607(NAD 83)
 TU0069_MARKER: DD = SURVEY DISK
 TU0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0069_SP_SET: STEP
 TU0069_STAMPING: 2002
 TU0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0069
 TU0069  HISTORY     - Date     Condition        Report By
 TU0069  HISTORY     - UNK      MONUMENTED       USGS
 TU0069  HISTORY     - 1975     GOOD             NGS
 TU0069
 TU0069                          STATION DESCRIPTION
 TU0069
 TU0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0069'2.20 MI SW FROM MOUNTAIN VIEW.
 TU0069'2.20 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 TU0069'MOUNTAIN VIEW, AT THE RESIDENCE OF NORMAN LYMAN, IN TOP OF THE NORTH
 TU0069'END OF THE FIRST STEP LEADING TO HOUSE, 0.35 MILE SOUTHWEST OF
 TU0069'MILEPOST 18, 140.0 FEET EAST OF CENTERLINE OF ST. HWY. 11 AND IN LINE
 TU0069'WITH WALKWAY, 2.0 FEET NORTH OF CENTERLINE OF STONE WALKWAY, 1.0 FOOT
 TU0069'SOUTH OF THE NORTH END, 0.05 MILE SOUTHWEST OF 2000 FOOT MARKER, AND 1
 TU0069'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0194 ***********************************************************************
 TU0194  DESIGNATION -  21 B
 TU0194  PID         -  TU0194
 TU0194  STATE/COUNTY-  HI/MAUI
 TU0194  USGS QUAD   -  PUU O KALI (1992)
 TU0194
 TU0194                         *CURRENT SURVEY CONTROL
 TU0194  ___________________________________________________________________
 TU0194* NAD 83(1986)-  20 47 02.     (N)    156 27 07.     (W)     SCALED    
 TU0194* LOCAL TIDAL -        21.702  (meters)      71.20   (feet)  ADJ UNCH  
 TU0194  ___________________________________________________________________
 TU0194  GEOID HEIGHT-          16.48  (meters)                     GEOID03
 TU0194
 TU0194  VERT ORDER  -  FIRST     CLASS II
 TU0194
 TU0194.The horizontal coordinates were scaled from a topographic map and have
 TU0194.an estimated accuracy of +/- 6 seconds.
 TU0194
 TU0194.The orthometric height was key entered from printed documents
 TU0194.and not key verified.
 TU0194
 TU0194.The geoid height was determined by GEOID03.
 TU0194
 TU0194;                    North         East    Units  Estimated Accuracy
 TU0194;SPC HI 2     -    49,900.      522,360.      MT  (+/- 180 meters Scaled)
 TU0194
 TU0194                          SUPERSEDED SURVEY CONTROL
 TU0194
 TU0194.No superseded survey control is available for this station.
 TU0194
 TU0194_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ652003(NAD 83)
 TU0194_MARKER: X = CHISELED CROSS
 TU0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0194_SP_SET: ABUTMENT
 TU0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0194
 TU0194  HISTORY     - Date     Condition        Report By
 TU0194  HISTORY     - UNK      MONUMENTED       LOCENG
 TU0194  HISTORY     - 1968     GOOD             NGS
 TU0194  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 TU0194
 TU0194                          STATION DESCRIPTION
 TU0194
 TU0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0194'0.7 MI E FROM KIHEI.
 TU0194'0.5 MILE EAST ON UPPER KIHEI ROAD FROM THE POST OFFICE AT KIHEI,
 TU0194'THENCE TAKE LEFT FORK AND GO 0.2 MILE.  ON LEFT, NORTHWEST, SIDE OF
 TU0194'ROAD, WHERE IT PASSES DOWN ACROSS A DIP, 30 FEET NORTHWEST OF THE
 TU0194'CENTER LINE OF THE ROAD, ON SOUTH SIDE OF DIP, 3 FEET SOUTHEAST OF
 TU0194'EDGE OF CONCRETE FLUME WHICH CROSSES DIP ON THE OLD CONCRETE ABUTMENTS
 TU0194'AND SUPPORTS OF AN OLD RAILROAD BRIDGE, AND CHISELED IN THE SOUTHEAST
 TU0194'END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE.
 TU0194
 TU0194                          STATION RECOVERY (1997)
 TU0194
 TU0194'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1423 ***********************************************************************
 TU1423  DESIGNATION -  214
 TU1423  PID         -  TU1423
 TU1423  STATE/COUNTY-  HI/HONOLULU
 TU1423  USGS QUAD   -  PEARL HARBOR (1983)
 TU1423
 TU1423                         *CURRENT SURVEY CONTROL
 TU1423  ___________________________________________________________________
 TU1423* NAD 83(1993)-  21 20 57.49784(N)    157 57 40.18008(W)     ADJUSTED  
 TU1423* LOCAL TIDAL -        13.4    (meters)      44.     (feet)  VERT ANG  
 TU1423  ___________________________________________________________________
 TU1423  EPOCH DATE  -        1993.62
 TU1423  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 TU1423  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1423
 TU1423  HORZ ORDER  -  FIRST
 TU1423
 TU1423.The horizontal coordinates were established by classical geodetic methods
 TU1423.and adjusted by the National Geodetic Survey in December 1998..
 TU1423.The horizontal coordinates are valid at the epoch date displayed above.
 TU1423.The epoch date for horizontal control is a decimal equivalence
 TU1423.of Year/Month/Day.
 TU1423
 TU1423.The orthometric height was determined by vertical angle observations.
 TU1423
 TU1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1423
 TU1423.The geoid height was determined by GEOID03.
 TU1423
 TU1423;                    North         East     Units Scale Factor Converg.
 TU1423;SPC HI 3     -    20,222.079   504,028.583   MT  0.99999020   +0 00 50.9
 TU1423;UTM  04      - 2,361,162.500   607,716.471   MT  0.99974338   +0 22 41.6
 TU1423
 TU1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1423!SPC HI 3     -   0.99999545  x   0.99999020  =   0.99998565
 TU1423!UTM  04      -   0.99999545  x   0.99974338  =   0.99973883
 TU1423
 TU1423:                Primary Azimuth Mark                     Grid Az
 TU1423:SPC HI 3     -  ALIAMANU BOARD WTR TK                    083 35 50.5
 TU1423:UTM  04      -  ALIAMANU BOARD WTR TK                    083 13 59.8
 TU1423
 TU1423|---------------------------------------------------------------------|
 TU1423| PID    Reference Object                     Distance      Geod. Az  |
 TU1423|                                                           dddmmss.s |
 TU1423| TU1395 ALIAMANU BOARD WTR TK               APPROX. 5.0 KM 0833641.4 |
 TU1423| CJ9357 214 RM 1                              6.124 METERS 10342     |
 TU1423| CJ9358 214 RM 2                             14.280 METERS 21914     |
 TU1423| CJ9359 214 RM 3                              8.803 METERS 26758     |
 TU1423| TU1434 EWA AIR FORCE CALIB TOWER           APPROX. 3.6 KM 3081516.7 |
 TU1423| TU1424 171                                 219.894 METERS 35332     |
 TU1423|---------------------------------------------------------------------|
 TU1423
 TU1423                          SUPERSEDED SURVEY CONTROL
 TU1423
 TU1423  NAD 83(1986)-  21 20 57.44699(N)    157 57 40.18994(W) AD(       ) 1
 TU1423  OLD HI      -  21 21 08.83878(N)    157 57 50.07151(W) AD(       ) 1
 TU1423
 TU1423.Superseded values are not recommended for survey control.
 TU1423.NGS no longer adjusts projects to the OLD HI datum.
 TU1423.See file dsdata.txt to determine how the superseded data were derived.
 TU1423
 TU1423_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0771661163(NAD 83)
 TU1423_MARKER: Z = SEE DESCRIPTION
 TU1423_SETTING: 0 = UNSPECIFIED SETTING
 TU1423
 TU1423  HISTORY     - Date     Condition        Report By
 TU1423  HISTORY     - 1960     MONUMENTED       USN
 TU1423  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1423  HISTORY     - 20030709 MARK NOT FOUND   GEOCAC
 TU1423
 TU1423                          STATION DESCRIPTION
 TU1423
 TU1423'DESCRIBED BY US NAVY 1960 (WRP)
 TU1423'STATION IS LOCATED ON THE ROOF OF THE NORTHWEST WING OF BUILDING
 TU1423'214, IN THE PEARL HARBOR SHIPYARD.
 TU1423'
 TU1423'THE STATION MARK IS A UNITED STATES NAVY BRONZE DISK, STAMPED
 TU1423'214, CEMENTED IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 TU1423'PROJECTING 1 INCH.  IT IS NEAR THE NORTH CORNER OF THE BUILDING.
 TU1423'
 TU1423'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 214 USN NO 1 1960,
 TU1423'CEMENTED IN A DRILL HOLE IN A CONCRETE LEDGE AT THE NORTHEAST
 TU1423'EDGE OF THE BUILDING PROJECTING 1 FOOT.
 TU1423'
 TU1423'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 214 USN NO 2 1960,
 TU1423'CEMENTED IN A DRILL HOLE IN THE CONCRETE LEDGE ALONG THE NORTHWEST
 TU1423'EDGE OF THE BUILDING.
 TU1423
 TU1423                          STATION RECOVERY (1969)
 TU1423
 TU1423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1423'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS
 TU1423'DESCRIBED, REFERENCE MARK 2 WAS COVERED BY A METAL STRIP IN
 TU1423'THE PROCESS OF CONSTRUCTING AN ADDITION TO THE BUILDING AND WAS
 TU1423'NOT RECOVERED.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 TU1423'TIME, ON THE NEW ADDITION.  DUE TO INSUFFICIENT SPACE, A
 TU1423'STANDARD REFERENCE DISK WAS NOT SET.
 TU1423'
 TU1423'A NEW DESCRIPTION FOLLOWS.
 TU1423'
 TU1423'THE STATION IS LOCATED ON THE NORTHWEST WING OF BUILDING 214
 TU1423'ON THE PEARL HARBOR NAVAL SHIPYARD.
 TU1423'
 TU1423'THE STATION MARK IS A UNITED STATES NAVY BRONZE DISK, STAMPED
 TU1423'214, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE PROJECTION
 TU1423'PROJECTING 1 INCH ABOVE THE ROOF.  IT IS 22.5 FEET WEST OF THE
 TU1423'MAIN WALL OF THE BUILDING WHICH EXTENDS ABOUT 10 FEET HIGHER IN
 TU1423'ELEVATION THAN THE STATION MARK.
 TU1423'
 TU1423'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 214 NO 1 1960,
 TU1423'SET IN A DRILL HOLE IN THE CONCRETE LEDGE OF THE BUILDING
 TU1423'WING.  IT IS 3 FEET WEST OF THE MAIN WALL OF THE BUILDING AND
 TU1423'ABOUT 9 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 TU1423'
 TU1423'REFERENCE MARK 3 IS AN X FILED IN THE HEAD OF A 1/2 INCH BRASS
 TU1423'SCREW, CEMENTED IN A DRILL HOLE IN THE CONCRETE LEDGE OF THE NEW
 TU1423'ADDITION TO THE BUILDING.  IT IS 46 FEET WEST OF THE MAIN WALL
 TU1423'OF THE BUILDING, 17.9 FEET WEST OF WHERE THE NEW ADDITION JOINS
 TU1423'THE ORIGINAL WING, 1/2 INCH NORTH OF A ELECTRICAL CONDUIT PIPE
 TU1423'AND ABOUT 9 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 TU1423'
 TU1423'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 3 IS
 TU1423'48.52 FEET OR 14.790 METERS.
 TU1423'
 TU1423'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1423'
 TU1423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1423'3 MILES WEST OF HONOLULU.
 TU1423
 TU1423                          STATION RECOVERY (2003)
 TU1423
 TU1423'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU1423'THIS STATION AND ITS THREE REFERENCE MARKS WERE NOT FOUND. THE
 TU1423'BUILDING HAS HAD ANOTHER ADDITION SINCE 1969 AND THE ROOF HAS BEEN RE
 TU1423'ROOFED WITH THICK FOAM (INSULATION) AND THE PARAPETS HAVE ALL BEEN
 TU1423'COVERED WITH SHEET METAL. THE MARKS ARE PROBABLY STILL THERE, JUST NOT
 TU1423'VISIBLE. THE LOCATION IS ALMOST DIRECTLY ABOVE TU0450 DD2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1430 ***********************************************************************
 TU1430  DESIGNATION -  246
 TU1430  PID         -  TU1430
 TU1430  STATE/COUNTY-  HI/HONOLULU
 TU1430  USGS QUAD   -  PEARL HARBOR (1983)
 TU1430
 TU1430                         *CURRENT SURVEY CONTROL
 TU1430  ___________________________________________________________________
 TU1430* NAD 83(1993)-  21 20 44.98209(N)    157 57 54.71232(W)     ADJUSTED  
 TU1430* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1430  ___________________________________________________________________
 TU1430  EPOCH DATE  -        1993.62
 TU1430  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 TU1430  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1430
 TU1430  HORZ ORDER  -  SECOND
 TU1430
 TU1430.The horizontal coordinates were established by classical geodetic methods
 TU1430.and adjusted by the National Geodetic Survey in December 1998..
 TU1430.The horizontal coordinates are valid at the epoch date displayed above.
 TU1430.The epoch date for horizontal control is a decimal equivalence
 TU1430.of Year/Month/Day.
 TU1430
 TU1430.The orthometric height was scaled from a topographic map.
 TU1430
 TU1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1430
 TU1430.The geoid height was determined by GEOID03.
 TU1430
 TU1430;                    North         East     Units Scale Factor Converg.
 TU1430;SPC HI 3     -    19,837.050   503,609.956   MT  0.99999016   +0 00 45.6
 TU1430;UTM  04      - 2,360,774.915   607,300.401   MT  0.99974227   +0 22 36.1
 TU1430
 TU1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1430!SPC HI 3     -   0.99999709  x   0.99999016  =   0.99998725
 TU1430!UTM  04      -   0.99999709  x   0.99974227  =   0.99973936
 TU1430
 TU1430:                Primary Azimuth Mark                     Grid Az
 TU1430:SPC HI 3     -  PEARL HARBOR FORD IS CONT TWR            013 11 52.2
 TU1430:UTM  04      -  PEARL HARBOR FORD IS CONT TWR            012 50 01.7
 TU1430
 TU1430|---------------------------------------------------------------------|
 TU1430| PID    Reference Object                     Distance      Geod. Az  |
 TU1430|                                                           dddmmss.s |
 TU1430| TU1425 PEARL HARBOR FORD IS CONT TWR       APPROX. 1.7 KM 0131237.8 |
 TU1430| TU1423 214                                 APPROX. 0.6 KM 0472424.0 |
 TU1430| TU1416 PEARL HARBOR WATER TANK B           APPROX. 1.2 KM 0622951.0 |
 TU1430| CJ9360 246 RM 1                              5.147 METERS 10320     |
 TU1430| CJ9361 246 RM 2                              5.249 METERS 19424     |
 TU1430| TU1616 WAIPIO UKA RESET                    APPROX.12.2 KM 3375516.9 |
 TU1430| TU1431 387 USN 1960                        178.780 METERS 34601     |
 TU1430|---------------------------------------------------------------------|
 TU1430
 TU1430                          SUPERSEDED SURVEY CONTROL
 TU1430
 TU1430  NAD 83(1986)-  21 20 44.93113(N)    157 57 54.72228(W) AD(       ) 2
 TU1430  OLD HI      -  21 20 56.30100(N)    157 58 04.59900(W) AD(       ) 2
 TU1430
 TU1430.Superseded values are not recommended for survey control.
 TU1430.NGS no longer adjusts projects to the OLD HI datum.
 TU1430.See file dsdata.txt to determine how the superseded data were derived.
 TU1430
 TU1430_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0730060775(NAD 83)
 TU1430_MARKER: Z = SEE DESCRIPTION
 TU1430_SETTING: 0 = UNSPECIFIED SETTING
 TU1430
 TU1430  HISTORY     - Date     Condition        Report By
 TU1430  HISTORY     - 1960     MONUMENTED       USN
 TU1430  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1430  HISTORY     - 20030709 MARK NOT FOUND   GEOCAC
 TU1430
 TU1430                          STATION DESCRIPTION
 TU1430
 TU1430'DESCRIBED BY US NAVY 1960 (WRP)
 TU1430'STATION IS LOCATED IN THE PEARL HARBOR NAVY YARD.
 TU1430'
 TU1430'THE MARK IS A STANDARD UNITED STATES COAST AND GEODETIC SURVEY
 TU1430'TRIANGULATION STATION BRONZE DISK.  CEMENTED IN A DRILL HOLE NEAR
 TU1430'THE CENTER OF THE MOST NORTHERLY ONE OF FOUR 6 X 6 FOOT CONCRETE
 TU1430'PLATFORMS THAT PROJECTS 4 FEET ABOVE THE ROOF OF BUILDING
 TU1430'246.  THE DISK IS STAMPED 246 1960.
 TU1430'
 TU1430'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 246 NO 1 1960,
 TU1430'CEMENTED IN A DRILL HOLE NEAR THE CENTER OF THE MOST EASTERLY ONE
 TU1430'OF THE PLATFORMS.
 TU1430'
 TU1430'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 246 NO 2 1960,
 TU1430'CEMENTED IN A DRILL HOLE NEAR THE CENTER OF THE MOST WESTERLY ONE
 TU1430'OF THE PLATFORMS.
 TU1430'
 TU1430'DD 4 IS A UNITED STATES NAVY BRONZE DISK, CEMENTED IN A DRILL HOLE
 TU1430'IN CONCRETE.  IT IS 305.2 FEET WEST OF THE NORTHWEST CORNER OF
 TU1430'BUILDING 246, 10.8 FEET EAST OF THE WEST EDGE OF A DOCK AND 10.4
 TU1430'FEET SOUTH OF THE SOUTH EDGE OF DRYDOCK FOUR.
 TU1430
 TU1430                          STATION RECOVERY (1964)
 TU1430
 TU1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1430'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 TU1430'DESCRIBED.
 TU1430
 TU1430                          STATION RECOVERY (2003)
 TU1430
 TU1430'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU1430'THIS STATION IS ON TOP OF A TALL 3-STORY BUILDING. I FOUND NO MEANS OF
 TU1430'GETTING TO THE ROOF WITHOUT GOING INSIDE. THE BUILDING IS LOCKED AND
 TU1430'UNOCCUPIED. I WOULD GUESS THE STATION AND REFERENCE MARKS ARE ALL
 TU1430'THERE. BUT I CAN NOT SAY FOR SURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2750 ***********************************************************************
 TU2750  DESIGNATION -  258 DATUM
 TU2750  PID         -  TU2750
 TU2750  STATE/COUNTY-  HI/HAWAII
 TU2750  USGS QUAD   -  KEAWANUI BAY (1982)
 TU2750
 TU2750                         *CURRENT SURVEY CONTROL
 TU2750  ___________________________________________________________________
 TU2750* NAD 83(1993)-  20 08 09.57507(N)    155 53 11.74110(W)     ADJUSTED  
 TU2750* LOCAL TIDAL -        76.0    (meters)     249.     (feet)  VERT ANG  
 TU2750  ___________________________________________________________________
 TU2750  EPOCH DATE  -        1993.62
 TU2750  LAPLACE CORR-          11.00  (seconds)                    DEFLEC99
 TU2750  GEOID HEIGHT-          18.93  (meters)                     GEOID03
 TU2750
 TU2750  HORZ ORDER  -  SECOND
 TU2750
 TU2750.The horizontal coordinates were established by classical geodetic methods
 TU2750.and adjusted by the National Geodetic Survey in December 1998..
 TU2750.The horizontal coordinates are valid at the epoch date displayed above.
 TU2750.The epoch date for horizontal control is a decimal equivalence
 TU2750.of Year/Month/Day.
 TU2750
 TU2750.The orthometric height was determined by vertical angle observations.
 TU2750
 TU2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2750
 TU2750.The geoid height was determined by GEOID03.
 TU2750
 TU2750;                    North         East     Units Scale Factor Converg.
 TU2750;SPC HI 1     -   144,243.917   459,579.954   MT  0.99998685   -0 07 59.1
 TU2750;UTM  05      - 2,229,149.022   198,209.180   MT  1.00072584   -0 59 40.1
 TU2750
 TU2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2750!SPC HI 1     -   0.99998508  x   0.99998685  =   0.99997193
 TU2750!UTM  05      -   0.99998508  x   1.00072584  =   1.00071091
 TU2750
 TU2750                          SUPERSEDED SURVEY CONTROL
 TU2750
 TU2750  NAD 83(1986)-  20 08 09.55448(N)    155 53 11.73736(W) AD(       ) 2
 TU2750  OLD HI      -  20 08 20.58400(N)    155 53 21.77500(W) AD(       ) 2
 TU2750
 TU2750.Superseded values are not recommended for survey control.
 TU2750.NGS no longer adjusts projects to the OLD HI datum.
 TU2750.See file dsdata.txt to determine how the superseded data were derived.
 TU2750
 TU2750_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9820929149(NAD 83)
 TU2750
 TU2750  HISTORY     - Date     Condition        Report By
 TU2750  HISTORY     - 1948     MONUMENTED       USGS
 TU2750
 TU2750                          STATION DESCRIPTION
 TU2750
 TU2750'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 TU2750'SEE STATION KEHENA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3253 ***********************************************************************
 TU3253  DESIGNATION -  27 M
 TU3253  PID         -  TU3253
 TU3253  STATE/COUNTY-  HI/MAUI
 TU3253  USGS QUAD   -  
 TU3253
 TU3253                         *CURRENT SURVEY CONTROL
 TU3253  ___________________________________________________________________
 TU3253* NAD 83(1993)-  20 55 23.76998(N)    156 56 16.45575(W)     ADJUSTED  
 TU3253* LOCAL TIDAL -         6.02   (meters)      19.8    (feet)  LEVELING  
 TU3253  ___________________________________________________________________
 TU3253  EPOCH DATE  -        1993.62
 TU3253  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 TU3253  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU3253
 TU3253  HORZ ORDER  -  SECOND
 TU3253  VERT ORDER  -  THIRD ?
 TU3253
 TU3253.The horizontal coordinates were established by classical geodetic methods
 TU3253.and adjusted by the National Geodetic Survey in December 1998..
 TU3253.The horizontal coordinates are valid at the epoch date displayed above.
 TU3253.The epoch date for horizontal control is a decimal equivalence
 TU3253.of Year/Month/Day.
 TU3253
 TU3253.The orthometric height was determined by differential leveling.
 TU3253.The vertical network tie was performed by a horz. field party for horz.
 TU3253.obs reductions. Reset procedures were used to establish the elevation.
 TU3253
 TU3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3253
 TU3253.The geoid height was determined by GEOID03.
 TU3253
 TU3253;                    North         East     Units Scale Factor Converg.
 TU3253;SPC HI 2     -    65,334.820   471,785.781   MT  0.99997650   -0 05 48.7
 TU3253;UTM  04      - 2,315,034.282   714,455.213   MT  1.00016839   +0 44 12.1
 TU3253
 TU3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3253!SPC HI 2     -   0.99999653  x   0.99997650  =   0.99997303
 TU3253!UTM  04      -   0.99999653  x   1.00016839  =   1.00016492
 TU3253
 TU3253:                Primary Azimuth Mark                     Grid Az
 TU3253:SPC HI 2     -  KUAHUA SHIPWRECK STERNHSE FP             094 20 18.6
 TU3253:UTM  04      -  KUAHUA SHIPWRECK STERNHSE FP             093 30 17.8
 TU3253
 TU3253|---------------------------------------------------------------------|
 TU3253| PID    Reference Object                     Distance      Geod. Az  |
 TU3253|                                                           dddmmss.s |
 TU3253| TU3244 KUAHUA SHIPWRECK STERNHSE FP        APPROX. 2.9 KM 0941429.9 |
 TU3253| CN5093 27 M RM 1                             4.980 METERS 12818     |
 TU3253| CN5094 27 M RM 2                             3.285 METERS 23652     |
 TU3253| TU3248 HONOWAE                             APPROX. 5.2 KM 2770324.8 |
 TU3253|---------------------------------------------------------------------|
 TU3253
 TU3253                          SUPERSEDED SURVEY CONTROL
 TU3253
 TU3253  NAD 83(1986)-  20 55 23.72356(N)    156 56 16.42002(W) AD(       ) 2
 TU3253  OLD HI      -  20 55 35.13400(N)    156 56 26.45700(W) AD(       ) 2
 TU3253
 TU3253.Superseded values are not recommended for survey control.
 TU3253.NGS no longer adjusts projects to the OLD HI datum.
 TU3253.See file dsdata.txt to determine how the superseded data were derived.
 TU3253
 TU3253_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1445515034(NAD 83)
 TU3253_MARKER: Z = SEE DESCRIPTION
 TU3253_SETTING: 0 = UNSPECIFIED SETTING
 TU3253
 TU3253  HISTORY     - Date     Condition        Report By
 TU3253  HISTORY     - 1962     MONUMENTED       USGS
 TU3253
 TU3253                          STATION DESCRIPTION
 TU3253
 TU3253'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (HJS)
 TU3253'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF LANAI CITY, ABOUT
 TU3253'1.5 MILES WEST OF A LARGE WRECKED SHIP, AND A ROCKY POINT KNOWN AS
 TU3253'LAE WAHIE, ABOUT 100 FEET SOUTH OF THE NORTH SHORE OF THE ISLAND.
 TU3253'
 TU3253'TO REACH FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST ON
 TU3253'LANAI AVE. AND STATE HIGHWAY 44 NORTHERLY FOR 3.0 MILES TO TWO
 TU3253'BOARD GATES ON THE LEFT, PASS THROUGH THE RIGHT ONE OF THESE GATES,
 TU3253'THEN TURN RIGHT ON DIM TRACK ROAD AND FOLLOW IT FOR 0.6 MILE TO A
 TU3253'FORK.  TAKE LEFT FORK 0.1 MILE TO A WATER TROUGH, CONTINUE AHEAD
 TU3253'FOR 1.0 MILE TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR
 TU3253'2.7 MILES TO THE START OF ROUGH ROCKY JEEP ROAD.  CONTINUE ON
 TU3253'ROCKY JEEP ROAD FOR ABOUT 1.8 MILES, JUST BEFORE REACHING A
 TU3253'LARGE SAND TRAP.  FROM HERE PACK ABOUT 100 YARDS TO A FISHING
 TU3253'HUT AT THE SHORE, TURN LEFT AND GO ABOUT 140 YARDS TO A SMALL ROCKY
 TU3253'KNOLL THAT IS ABOUT 20 FEET ABOVE SEA LEVEL.
 TU3253'
 TU3253'STATION MARK IS A STANDARD USGS DISK STAMPED, BM 27 M 20 FEET
 TU3253'1923, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH, ABOUT 100
 TU3253'FEET SOUTH OF THE COAST LINE AND 2 FEET SOUTH OF A ROCK CAIRN.
 TU3253'
 TU3253'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, BM 27 M USGS NO
 TU3253'2 1962, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 1 FOOT HIGHER
 TU3253'THAN THE STATION, 12 FEET SOUTHWEST OF THE CAIRN.
 TU3253'
 TU3253'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, BM 27 M USGS
 TU3253'NO 1 1962, CEMENTED IN A DRILL HOLE IN BOULDER THAT IS 1 FOOT
 TU3253'HIGHER THAN THE STATION, 18 FEET SOUTHEAST OF THE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2006 ***********************************************************************
 TU2006  DESIGNATION -  273901 1967
 TU2006  PID         -  TU2006
 TU2006  STATE/COUNTY-  HI/KAUAI
 TU2006  USGS QUAD   -  MAKAHA POINT (1983)
 TU2006
 TU2006                         *CURRENT SURVEY CONTROL
 TU2006  ___________________________________________________________________
 TU2006* NAD 83(1993)-  22 08 03.51318(N)    159 43 40.67631(W)     ADJUSTED  
 TU2006* LOCAL TIDAL -       460.     (meters)    1509.     (feet)  SCALED    
 TU2006  ___________________________________________________________________
 TU2006  EPOCH DATE  -        1993.62
 TU2006  LAPLACE CORR-           9.12  (seconds)                    DEFLEC99
 TU2006  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU2006
 TU2006  HORZ ORDER  -  THIRD
 TU2006
 TU2006.The horizontal coordinates were established by classical geodetic methods
 TU2006.and adjusted by the National Geodetic Survey in December 1998..
 TU2006.The horizontal coordinates are valid at the epoch date displayed above.
 TU2006.The epoch date for horizontal control is a decimal equivalence
 TU2006.of Year/Month/Day.
 TU2006
 TU2006.The orthometric height was scaled from a topographic map.
 TU2006
 TU2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2006
 TU2006.The geoid height was determined by GEOID03.
 TU2006
 TU2006;                    North         East     Units Scale Factor Converg.
 TU2006;SPC HI 4     -    33,344.371   476,482.199   MT  0.99999683   -0 05 09.2
 TU2006;UTM  04      - 2,447,872.922   424,928.277   MT  0.99966963   -0 16 27.5
 TU2006
 TU2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2006!SPC HI 4     -   0.99992519  x   0.99999683  =   0.99992202
 TU2006!UTM  04      -   0.99992519  x   0.99966963  =   0.99959484
 TU2006
 TU2006                          SUPERSEDED SURVEY CONTROL
 TU2006
 TU2006  NAD 83(1986)-  22 08 03.47927(N)    159 43 40.70288(W) AD(       ) 3
 TU2006  OLD HI      -  22 08 14.77550(N)    159 43 50.76380(W) AD(       ) 3
 TU2006
 TU2006.Superseded values are not recommended for survey control.
 TU2006.NGS no longer adjusts projects to the OLD HI datum.
 TU2006.See file dsdata.txt to determine how the superseded data were derived.
 TU2006
 TU2006_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2492847873(NAD 83)
 TU2006
 TU2006  HISTORY     - Date     Condition        Report By
 TU2006  HISTORY     - 1967     MONUMENTED       CGS
 TU2006
 TU2006                          STATION DESCRIPTION
 TU2006
 TU2006'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2006'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 TU2006'STATE HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST DOWN
 TU2006'THE RIDGE ALONG AN ASPHALT ROAD.
 TU2006'
 TU2006'A CONNECTION WAS MADE TO TRIANGULATION STATION MAKAW 1966,
 TU2006'DISTANCE BEING (102.566 METERS) OR (336.502 FEET) SOUTHEAST OF
 TU2006'STATION MAKAW 1966.  IT IS A WHITE RADAR MOUNTED ON A CYLINDRICAL
 TU2006'PEDESTAL WHICH IS 10 FEET IN HEIGHT AND IS CENTERED ON THE TOP
 TU2006'OF A 15-FOOT SQUARE BUILDING.  THIS IS THE SOUTH AND HIGHEST
 TU2006'ONE OF TWO IDENTICAL RADARS.  THE CONNECTION WAS MADE TO THE
 TU2006'CENTER OF THE RADAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0844 ***********************************************************************
 TU0844  DESIGNATION -  273901 AXIS
 TU0844  PID         -  TU0844
 TU0844  STATE/COUNTY-  HI/KAUAI
 TU0844  USGS QUAD   -  MAKAHA POINT (1983)
 TU0844
 TU0844                         *CURRENT SURVEY CONTROL
 TU0844  ___________________________________________________________________
 TU0844* NAD 83(1986)-  22 08 04.     (N)    159 43 41.     (W)     SCALED    
 TU0844* LOCAL TIDAL -       475.294  (meters)    1559.36   (feet)  ADJ UNCH  
 TU0844  ___________________________________________________________________
 TU0844  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU0844
 TU0844  VERT ORDER  -  SECOND    CLASS 0
 TU0844
 TU0844.The horizontal coordinates were scaled from a topographic map and have
 TU0844.an estimated accuracy of +/- 6 seconds.
 TU0844
 TU0844.The orthometric height was key entered from printed documents
 TU0844.and not key verified.
 TU0844
 TU0844.The geoid height was determined by GEOID03.
 TU0844
 TU0844;                    North         East    Units  Estimated Accuracy
 TU0844;SPC HI 4     -    33,360.      476,470.      MT  (+/- 180 meters Scaled)
 TU0844
 TU0844                          SUPERSEDED SURVEY CONTROL
 TU0844
 TU0844.No superseded survey control is available for this station.
 TU0844
 TU0844_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK249478(NAD 83)
 TU0844_MARKER: Z = SEE DESCRIPTION
 TU0844_SETTING: 0 = UNSPECIFIED SETTING
 TU0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0844
 TU0844  HISTORY     - Date     Condition        Report By
 TU0844  HISTORY     - UNK      MONUMENTED       CGS
 TU0844  HISTORY     - 1967     GOOD             NGS
 TU0844
 TU0844                          STATION DESCRIPTION
 TU0844
 TU0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0844'20.6 MI NNW FROM KEKAHA.
 TU0844'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0844'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST DOWN THE RIDGE ON
 TU0844'AN ASPHALT ROAD, A WHITE RADAR MOUNTED ON A CYLINDRICAL PEDESTAL WHICH
 TU0844'IS 10 FEET IN HEIGHT AND IS CENTERED ON THE TOP OF A 15-FOOT SQUARE
 TU0844'BUILDING.  THIS IS THE SOUTH AND HIGHEST ONE OF TWO IDENTICAL RADARS.
 TU0844'THE ELEVATION WAS ESTABLISHED ON THE HORIZONTAL AXIS OF THE RADAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2005 ***********************************************************************
 TU2005  DESIGNATION -  273902 1967
 TU2005  PID         -  TU2005
 TU2005  STATE/COUNTY-  HI/KAUAI
 TU2005  USGS QUAD   -  MAKAHA POINT (1983)
 TU2005
 TU2005                         *CURRENT SURVEY CONTROL
 TU2005  ___________________________________________________________________
 TU2005* NAD 83(1993)-  22 08 04.34620(N)    159 43 40.54310(W)     ADJUSTED  
 TU2005* LOCAL TIDAL -       459.     (meters)    1506.     (feet)  SCALED    
 TU2005  ___________________________________________________________________
 TU2005  EPOCH DATE  -        1993.62
 TU2005  LAPLACE CORR-           9.11  (seconds)                    DEFLEC99
 TU2005  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU2005
 TU2005  HORZ ORDER  -  THIRD
 TU2005
 TU2005.The horizontal coordinates were established by classical geodetic methods
 TU2005.and adjusted by the National Geodetic Survey in December 1998..
 TU2005.The horizontal coordinates are valid at the epoch date displayed above.
 TU2005.The epoch date for horizontal control is a decimal equivalence
 TU2005.of Year/Month/Day.
 TU2005
 TU2005.The orthometric height was scaled from a topographic map.
 TU2005
 TU2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2005
 TU2005.The geoid height was determined by GEOID03.
 TU2005
 TU2005;                    North         East     Units Scale Factor Converg.
 TU2005;SPC HI 4     -    33,369.988   476,486.055   MT  0.99999683   -0 05 09.2
 TU2005;UTM  04      - 2,447,898.518   424,932.216   MT  0.99966962   -0 16 27.4
 TU2005
 TU2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2005!SPC HI 4     -   0.99992535  x   0.99999683  =   0.99992218
 TU2005!UTM  04      -   0.99992535  x   0.99966962  =   0.99959499
 TU2005
 TU2005                          SUPERSEDED SURVEY CONTROL
 TU2005
 TU2005  NAD 83(1986)-  22 08 04.31228(N)    159 43 40.56968(W) AD(       ) 3
 TU2005  OLD HI      -  22 08 15.60850(N)    159 43 50.63070(W) AD(       ) 3
 TU2005
 TU2005.Superseded values are not recommended for survey control.
 TU2005.NGS no longer adjusts projects to the OLD HI datum.
 TU2005.See file dsdata.txt to determine how the superseded data were derived.
 TU2005
 TU2005_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2493247899(NAD 83)
 TU2005
 TU2005  HISTORY     - Date     Condition        Report By
 TU2005  HISTORY     - 1967     MONUMENTED       CGS
 TU2005
 TU2005                          STATION DESCRIPTION
 TU2005
 TU2005'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2005'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 TU2005'STATE HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST DOWN
 TU2005'THE RIDGE ALONG AN ASPHALT ROAD.
 TU2005'
 TU2005'A CONNECTION WAS MADE TO TRIANGULATION STATION MAKAW 1966,
 TU2005'DISTANCE BEING (83.538 METERS) OR (274.074 FEET) SOUTHEAST OF
 TU2005'STATION MAKAW 1966.  IT IS A WHITE RADAR MOUNTED ON A CYLINDRICAL
 TU2005'PEDESTAL WHICH IS 10 FEET IN HEIGHT AND IS CENTERED ON THE TOP
 TU2005'OF A 15-FOOT SQUARE BUILDING.  THIS IS THE NORTH AND LOWEST ONE
 TU2005'OF TWO IDENTICAL RADARS.  THE CONNECTION WAS MADE TO THE CENTER
 TU2005'OF THE RADAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0843 ***********************************************************************
 TU0843  DESIGNATION -  273902 AXIS
 TU0843  PID         -  TU0843
 TU0843  STATE/COUNTY-  HI/KAUAI
 TU0843  USGS QUAD   -  MAKAHA POINT (1983)
 TU0843
 TU0843                         *CURRENT SURVEY CONTROL
 TU0843  ___________________________________________________________________
 TU0843* NAD 83(1986)-  22 08 05.     (N)    159 43 41.     (W)     SCALED    
 TU0843* LOCAL TIDAL -       470.869  (meters)    1544.84   (feet)  ADJ UNCH  
 TU0843  ___________________________________________________________________
 TU0843  GEOID HEIGHT-          16.04  (meters)                     GEOID03
 TU0843
 TU0843  VERT ORDER  -  SECOND    CLASS 0
 TU0843
 TU0843.The horizontal coordinates were scaled from a topographic map and have
 TU0843.an estimated accuracy of +/- 6 seconds.
 TU0843
 TU0843.The orthometric height was key entered from printed documents
 TU0843.and not key verified.
 TU0843
 TU0843.The geoid height was determined by GEOID03.
 TU0843
 TU0843;                    North         East    Units  Estimated Accuracy
 TU0843;SPC HI 4     -    33,390.      476,470.      MT  (+/- 180 meters Scaled)
 TU0843
 TU0843                          SUPERSEDED SURVEY CONTROL
 TU0843
 TU0843.No superseded survey control is available for this station.
 TU0843
 TU0843_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK249479(NAD 83)
 TU0843_MARKER: Z = SEE DESCRIPTION
 TU0843_SETTING: 0 = UNSPECIFIED SETTING
 TU0843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0843
 TU0843  HISTORY     - Date     Condition        Report By
 TU0843  HISTORY     - UNK      MONUMENTED       CGS
 TU0843  HISTORY     - 1967     GOOD             NGS
 TU0843
 TU0843                          STATION DESCRIPTION
 TU0843
 TU0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0843'20.6 MI NNW FROM KEKAHA.
 TU0843'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0843'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST DOWN THE RIDGE
 TU0843'ALONG AN ASPHALT ROAD, A WHITE RADAR MOUNTED ON A CYLINDRICAL PEDESTAL
 TU0843'WHICH IS 10 FEET IN HEIGHT AND IS CENTERED ON THE TOP OF A 15-FOOT
 TU0843'SQUARE BUILDING.  THIS IS THE NORTH AND LOWEST ONE OF TWO IDENTICAL
 TU0843'RADARS.  THE ELEVATION WAS ESTABLISHED ON THE HORIZONTAL AXIS OF THE
 TU0843'RADAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2008 ***********************************************************************
 TU2008  DESIGNATION -  273C01 1967
 TU2008  PID         -  TU2008
 TU2008  STATE/COUNTY-  HI/KAUAI
 TU2008  USGS QUAD   -  MAKAHA POINT (1983)
 TU2008
 TU2008                         *CURRENT SURVEY CONTROL
 TU2008  ___________________________________________________________________
 TU2008* NAD 83(1993)-  22 08 05.92689(N)    159 43 41.98042(W)     ADJUSTED  
 TU2008* LOCAL TIDAL -       454.     (meters)    1489.     (feet)  SCALED    
 TU2008  ___________________________________________________________________
 TU2008  EPOCH DATE  -        1993.62
 TU2008  LAPLACE CORR-           9.08  (seconds)                    DEFLEC99
 TU2008  GEOID HEIGHT-          16.04  (meters)                     GEOID03
 TU2008
 TU2008  HORZ ORDER  -  THIRD
 TU2008
 TU2008.The horizontal coordinates were established by classical geodetic methods
 TU2008.and adjusted by the National Geodetic Survey in December 1998..
 TU2008.The horizontal coordinates are valid at the epoch date displayed above.
 TU2008.The epoch date for horizontal control is a decimal equivalence
 TU2008.of Year/Month/Day.
 TU2008
 TU2008.The orthometric height was scaled from a topographic map.
 TU2008
 TU2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2008
 TU2008.The geoid height was determined by GEOID03.
 TU2008
 TU2008;                    North         East     Units Scale Factor Converg.
 TU2008;SPC HI 4     -    33,418.670   476,444.939   MT  0.99999685   -0 05 09.7
 TU2008;UTM  04      - 2,447,947.319   424,891.274   MT  0.99966970   -0 16 28.0
 TU2008
 TU2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2008!SPC HI 4     -   0.99992613  x   0.99999685  =   0.99992298
 TU2008!UTM  04      -   0.99992613  x   0.99966970  =   0.99959586
 TU2008
 TU2008                          SUPERSEDED SURVEY CONTROL
 TU2008
 TU2008  NAD 83(1986)-  22 08 05.89296(N)    159 43 42.00701(W) AD(       ) 3
 TU2008  OLD HI      -  22 08 17.18930(N)    159 43 52.06800(W) AD(       ) 3
 TU2008
 TU2008.Superseded values are not recommended for survey control.
 TU2008.NGS no longer adjusts projects to the OLD HI datum.
 TU2008.See file dsdata.txt to determine how the superseded data were derived.
 TU2008
 TU2008_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2489147947(NAD 83)
 TU2008
 TU2008  HISTORY     - Date     Condition        Report By
 TU2008  HISTORY     - 1967     MONUMENTED       CGS
 TU2008
 TU2008                          STATION DESCRIPTION
 TU2008
 TU2008'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2008'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU2008'NORTHERLY ON STATE HIGHWAY 55 FOR 15.5 MILES TO MAKAHA ROAD.  TURN
 TU2008'LEFT AND GO WESTERLY, DOWNHILL, ALONG A NARROW ASPHALT ROAD FOR
 TU2008'5.1 MILES TO THE END OF THE ROAD AT THE NORTHWEST END OF MAKAHA
 TU2008'RIDGE.  THE RADAR WAS NOT IN PLACE AT THE TIME THE SURVEY WAS
 TU2008'DONE.  POINT OBSERVED WAS THE CENTER OF A RING OF BOLTS ATOP A
 TU2008'LOW BUILDING SHEATHED IN SHEET ROCK.  THE RADAR WILL BE THE
 TU2008'MOST NORTHERLY ONE OF THREE AT THE NORTHWEST END OF THE RIDGE.
 TU2008'
 TU2008'A SHORT-BASE CONNECTION WAS MADE TO TRIANGULATION STATION MAKAW
 TU2008'1966, DISTANCE BEING 19.818 METERS (65.020 FEET) SOUTHEAST OF MAKAW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0828 ***********************************************************************
 TU0828  DESIGNATION -  274201 DISH
 TU0828  PID         -  TU0828
 TU0828  STATE/COUNTY-  HI/KAUAI
 TU0828  USGS QUAD   -  MAKAHA POINT (1983)
 TU0828
 TU0828                         *CURRENT SURVEY CONTROL
 TU0828  ___________________________________________________________________
 TU0828* NAD 83(1986)-  22 07 56.     (N)    159 43 25.     (W)     SCALED    
 TU0828* LOCAL TIDAL -       529.208  (meters)    1736.24   (feet)  ADJ UNCH  
 TU0828  ___________________________________________________________________
 TU0828  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0828
 TU0828  VERT ORDER  -  SECOND    CLASS 0
 TU0828
 TU0828.The horizontal coordinates were scaled from a topographic map and have
 TU0828.an estimated accuracy of +/- 6 seconds.
 TU0828
 TU0828.The orthometric height was key entered from printed documents
 TU0828.and not key verified.
 TU0828
 TU0828.The geoid height was determined by GEOID03.
 TU0828
 TU0828;                    North         East    Units  Estimated Accuracy
 TU0828;SPC HI 4     -    33,110.      476,930.      MT  (+/- 180 meters Scaled)
 TU0828
 TU0828                          SUPERSEDED SURVEY CONTROL
 TU0828
 TU0828.No superseded survey control is available for this station.
 TU0828
 TU0828_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK253476(NAD 83)
 TU0828_MARKER: Z = SEE DESCRIPTION
 TU0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0828_SP_SET: TOWER
 TU0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0828
 TU0828  HISTORY     - Date     Condition        Report By
 TU0828  HISTORY     - UNK      MONUMENTED       CGS
 TU0828  HISTORY     - 1967     GOOD             NGS
 TU0828
 TU0828                          STATION DESCRIPTION
 TU0828
 TU0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0828'20 MI N FROM KEKAHA.
 TU0828'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0828'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0828'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD
 TU0828'TO A 55-FOOT ALUMINUM TOWER.  THE DISH IS THE MOST NORTHERLY ONE OF
 TU0828'TWO 6-FOOT REFLECTORS MOUNTED NEAR THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0827 ***********************************************************************
 TU0827  DESIGNATION -  274201 MK
 TU0827  PID         -  TU0827
 TU0827  STATE/COUNTY-  HI/KAUAI
 TU0827  USGS QUAD   -  MAKAHA POINT (1983)
 TU0827
 TU0827                         *CURRENT SURVEY CONTROL
 TU0827  ___________________________________________________________________
 TU0827* NAD 83(1993)-  22 07 55.36556(N)    159 43 25.16540(W)     ADJUSTED  
 TU0827* LOCAL TIDAL -       512.958  (meters)    1682.93   (feet)  ADJ UNCH  
 TU0827  ___________________________________________________________________
 TU0827  EPOCH DATE  -        1993.62
 TU0827  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 TU0827  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0827
 TU0827  HORZ ORDER  -  SECOND
 TU0827  VERT ORDER  -  SECOND    CLASS 0
 TU0827
 TU0827.The horizontal coordinates were established by classical geodetic methods
 TU0827.and adjusted by the National Geodetic Survey in December 1998..
 TU0827.The horizontal coordinates are valid at the epoch date displayed above.
 TU0827.The epoch date for horizontal control is a decimal equivalence
 TU0827.of Year/Month/Day.
 TU0827
 TU0827.The orthometric height was key entered from printed documents
 TU0827.and not key verified.
 TU0827
 TU0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0827
 TU0827.The geoid height was determined by GEOID03.
 TU0827
 TU0827;                    North         East     Units Scale Factor Converg.
 TU0827;SPC HI 4     -    33,093.100   476,926.322   MT  0.99999658   -0 05 03.3
 TU0827;UTM  04      - 2,447,620.275   425,371.426   MT  0.99966881   -0 16 21.5
 TU0827
 TU0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0827!SPC HI 4     -   0.99991685  x   0.99999658  =   0.99991343
 TU0827!UTM  04      -   0.99991685  x   0.99966881  =   0.99958569
 TU0827
 TU0827                          SUPERSEDED SURVEY CONTROL
 TU0827
 TU0827  NAD 83(1986)-  22 07 55.33169(N)    159 43 25.19184(W) AD(       ) 2
 TU0827  OLD HI      -  22 08 06.62800(N)    159 43 35.25290(W) AD(       ) 2
 TU0827
 TU0827.Superseded values are not recommended for survey control.
 TU0827.NGS no longer adjusts projects to the OLD HI datum.
 TU0827.See file dsdata.txt to determine how the superseded data were derived.
 TU0827
 TU0827_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2537147620(NAD 83)
 TU0827_MARKER: DB = BENCH MARK DISK
 TU0827_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0827_SP_SET: FOUNDATION
 TU0827_STAMPING: 274201 1967
 TU0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0827
 TU0827  HISTORY     - Date     Condition        Report By
 TU0827  HISTORY     - 1967     MONUMENTED       CGS
 TU0827  HISTORY     - 1967     GOOD             CGS
 TU0827
 TU0827                          STATION DESCRIPTION
 TU0827
 TU0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0827'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU0827'NORTHERLY ON STATE HIGHWAY 55 FOR 15.5 MILES TO MAKAHA ROAD.  TURN
 TU0827'LEFT AND GO WESTERLY, DOWNHILL, ON MAKAHA ROAD FOR 4.5 MILES TO
 TU0827'A BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY
 TU0827'FOR ABOUT 100 FEET TO A 55-FOOT ALUMINUM TOWER.
 TU0827'
 TU0827'THE MARK IS A PLAIN BRASS DISK, STAMPED 274201 1967, SET IN THE
 TU0827'TOP OF A 4-INCH PIPE THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF
 TU0827'THE GROUND.  IT IS 1.0 FOOT WEST-NORTHWEST OF THE NORTH LEG OF
 TU0827'THE TOWER, 1.0 FOOT SOUTHWEST OF THE NORTH CORNER OF THE CONCRETE
 TU0827'FOUNDATION OF THE TOWER AND PLUMBED UNDER THE CENTER OF THE MOST
 TU0827'NORTHERLY ONE OF TWO 6-FOOT DISH ANTENNAE MOUNTED NEAR THE TOP
 TU0827'OF THE TOWER.
 TU0827'
 TU0827'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOAT,
 TU0827'DISTANCE BEING 14.9353 METERS (49.000 FEET) SOUTH OF STATION GOAT.
 TU0827
 TU0827                          STATION RECOVERY (1967)
 TU0827
 TU0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0827'20 MI N FROM KEKAHA.
 TU0827'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0827'STATE HIGHWAY 55 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0827'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD,
 TU0827'1.0 FOOT WEST-NORTHWEST OF THE NORTH LEG OF A 55-FOOT ALUMINUM TOWER,
 TU0827'1.0 FOOT SOUTHWEST OF THE NORTH CORNER OF THE CONCRETE FOUNDATION OF
 TU0827'THE TOWER, SET IN THE TOP OF A 4-INCH PIPE THAT PROJECTS 8 INCHES
 TU0827'ABOVE THE SURFACE OF THE GROUND AND PLUMBED UNDER THE CENTER OF THE
 TU0827'MOST NORTHERLY ONE OF TWO DISH ANTENNAE MOUNTED NEAR THE TOP OF THE
 TU0827'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0834 ***********************************************************************
 TU0834  DESIGNATION -  274202 DISH
 TU0834  PID         -  TU0834
 TU0834  STATE/COUNTY-  HI/KAUAI
 TU0834  USGS QUAD   -  MAKAHA POINT (1983)
 TU0834
 TU0834                         *CURRENT SURVEY CONTROL
 TU0834  ___________________________________________________________________
 TU0834* NAD 83(1986)-  22 07 56.     (N)    159 43 25.     (W)     SCALED    
 TU0834* LOCAL TIDAL -       527.089  (meters)    1729.29   (feet)  ADJ UNCH  
 TU0834  ___________________________________________________________________
 TU0834  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0834
 TU0834  VERT ORDER  -  SECOND    CLASS 0
 TU0834
 TU0834.The horizontal coordinates were scaled from a topographic map and have
 TU0834.an estimated accuracy of +/- 6 seconds.
 TU0834
 TU0834.The orthometric height was key entered from printed documents
 TU0834.and not key verified.
 TU0834
 TU0834.The geoid height was determined by GEOID03.
 TU0834
 TU0834;                    North         East    Units  Estimated Accuracy
 TU0834;SPC HI 4     -    33,110.      476,930.      MT  (+/- 180 meters Scaled)
 TU0834
 TU0834                          SUPERSEDED SURVEY CONTROL
 TU0834
 TU0834.No superseded survey control is available for this station.
 TU0834
 TU0834_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK253476(NAD 83)
 TU0834_MARKER: Z = SEE DESCRIPTION
 TU0834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0834_SP_SET: TOWER
 TU0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0834
 TU0834  HISTORY     - Date     Condition        Report By
 TU0834  HISTORY     - UNK      MONUMENTED       CGS
 TU0834  HISTORY     - 1967     GOOD             NGS
 TU0834
 TU0834                          STATION DESCRIPTION
 TU0834
 TU0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0834'20 MI N FROM KEKAHA.
 TU0834'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0834'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0834'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD
 TU0834'TO A 55-FOOT ALUMINUM TOWER.  THE DISH IS THE MOST SOUTHERLY ONE OF
 TU0834'TWO 6-FOOT REFLECTORS MOUNTED NEAR THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0833 ***********************************************************************
 TU0833  DESIGNATION -  274202 MK
 TU0833  PID         -  TU0833
 TU0833  STATE/COUNTY-  HI/KAUAI
 TU0833  USGS QUAD   -  MAKAHA POINT (1983)
 TU0833
 TU0833                         *CURRENT SURVEY CONTROL
 TU0833  ___________________________________________________________________
 TU0833* NAD 83(1993)-  22 07 55.31404(N)    159 43 25.19009(W)     ADJUSTED  
 TU0833* LOCAL TIDAL -       512.917  (meters)    1682.80   (feet)  ADJ UNCH  
 TU0833  ___________________________________________________________________
 TU0833  EPOCH DATE  -        1993.62
 TU0833  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 TU0833  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0833
 TU0833  HORZ ORDER  -  SECOND
 TU0833  VERT ORDER  -  SECOND    CLASS 0
 TU0833
 TU0833.The horizontal coordinates were established by classical geodetic methods
 TU0833.and adjusted by the National Geodetic Survey in December 1998..
 TU0833.The horizontal coordinates are valid at the epoch date displayed above.
 TU0833.The epoch date for horizontal control is a decimal equivalence
 TU0833.of Year/Month/Day.
 TU0833
 TU0833.The orthometric height was key entered from printed documents
 TU0833.and not key verified.
 TU0833
 TU0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0833
 TU0833.The geoid height was determined by GEOID03.
 TU0833
 TU0833;                    North         East     Units Scale Factor Converg.
 TU0833;SPC HI 4     -    33,091.517   476,925.612   MT  0.99999658   -0 05 03.4
 TU0833;UTM  04      - 2,447,618.695   425,370.712   MT  0.99966881   -0 16 21.5
 TU0833
 TU0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0833!SPC HI 4     -   0.99991686  x   0.99999658  =   0.99991344
 TU0833!UTM  04      -   0.99991686  x   0.99966881  =   0.99958570
 TU0833
 TU0833                          SUPERSEDED SURVEY CONTROL
 TU0833
 TU0833  NAD 83(1986)-  22 07 55.28017(N)    159 43 25.21653(W) AD(       ) 2
 TU0833  OLD HI      -  22 08 06.57650(N)    159 43 35.27750(W) AD(       ) 2
 TU0833
 TU0833.Superseded values are not recommended for survey control.
 TU0833.NGS no longer adjusts projects to the OLD HI datum.
 TU0833.See file dsdata.txt to determine how the superseded data were derived.
 TU0833
 TU0833_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2537147619(NAD 83)
 TU0833_MARKER: DB = BENCH MARK DISK
 TU0833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0833_SP_SET: FOUNDATION
 TU0833_STAMPING: 274202 1967
 TU0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0833
 TU0833  HISTORY     - Date     Condition        Report By
 TU0833  HISTORY     - 1967     MONUMENTED       CGS
 TU0833  HISTORY     - 1967     GOOD             CGS
 TU0833
 TU0833                          STATION DESCRIPTION
 TU0833
 TU0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0833'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU0833'NORTHERLY ON STATE HIGHWAY 55 FOR 15.5 MILES TO MAKAHA ROAD.  TURN
 TU0833'LEFT AND GO WESTERLY, DOWNHILL, FOR 4.5 MILES TO A BLADED ROAD
 TU0833'ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON THE BLADED ROAD
 TU0833'FOR ABOUT 100 FEET TO A 55-FOOT ALUMINUM TOWER.
 TU0833'
 TU0833'THE MARK IS A PLAIN BRASS DISK, STAMPED 274202 1967, SET IN THE
 TU0833'TOP OF AN IRREGULAR MASS OF CONCRETE.  IT IS 0.8 FOOT WEST-NORTHWEST
 TU0833'OF THE WEST LEG OF THE TOWER, 0.2 FOOT WEST OF THE WEST EDGE OF
 TU0833'THE CONCRETE FOUNDATION OF THE TOWER AND PLUMBED UNDER THE CENTER
 TU0833'OF THE MOST SOUTHERLY ONE OF TWO 6-FOOT DISH ANTENNAE MOUNTED
 TU0833'NEAR THE TOP OF THE TOWER.
 TU0833'
 TU0833'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOAT,
 TU0833'DISTANCE BEING 16.5377 METERS (54.257 FEET) SOUTH OF STATION GOAT.
 TU0833
 TU0833                          STATION RECOVERY (1967)
 TU0833
 TU0833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0833'20 MI N FROM KEKAHA.
 TU0833'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0833'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0833'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD,
 TU0833'0.8 FOOT WEST-NORTHWEST OF THE WEST LEG OF A 55-FOOT ALUMINUM TOWER,
 TU0833'0.2 FOOT WEST OF THE WEST EDGE OF THE CONCRETE FOUNDATION OF THE
 TU0833'TOWER, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE AND PLUMBED
 TU0833'UNDER THE CENTER OF THE MOST SOUTHERLY ONE OF TWO DISH ANTENNAE
 TU0833'MOUNTED NEAR THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0831 ***********************************************************************
 TU0831  DESIGNATION -  274203 MK
 TU0831  PID         -  TU0831
 TU0831  STATE/COUNTY-  HI/KAUAI
 TU0831  USGS QUAD   -  MAKAHA POINT (1983)
 TU0831
 TU0831                         *CURRENT SURVEY CONTROL
 TU0831  ___________________________________________________________________
 TU0831* NAD 83(1993)-  22 07 55.33831(N)    159 43 25.18499(W)     ADJUSTED  
 TU0831* LOCAL TIDAL -       512.940  (meters)    1682.87   (feet)  ADJ UNCH  
 TU0831  ___________________________________________________________________
 TU0831  EPOCH DATE  -        1993.62
 TU0831  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 TU0831  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0831
 TU0831  HORZ ORDER  -  SECOND
 TU0831  VERT ORDER  -  SECOND    CLASS 0
 TU0831
 TU0831.The horizontal coordinates were established by classical geodetic methods
 TU0831.and adjusted by the National Geodetic Survey in December 1998..
 TU0831.The horizontal coordinates are valid at the epoch date displayed above.
 TU0831.The epoch date for horizontal control is a decimal equivalence
 TU0831.of Year/Month/Day.
 TU0831
 TU0831.The orthometric height was key entered from printed documents
 TU0831.and not key verified.
 TU0831
 TU0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0831
 TU0831.The geoid height was determined by GEOID03.
 TU0831
 TU0831;                    North         East     Units Scale Factor Converg.
 TU0831;SPC HI 4     -    33,092.263   476,925.760   MT  0.99999658   -0 05 03.3
 TU0831;UTM  04      - 2,447,619.440   425,370.861   MT  0.99966881   -0 16 21.5
 TU0831
 TU0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0831!SPC HI 4     -   0.99991686  x   0.99999658  =   0.99991344
 TU0831!UTM  04      -   0.99991686  x   0.99966881  =   0.99958569
 TU0831
 TU0831                          SUPERSEDED SURVEY CONTROL
 TU0831
 TU0831  NAD 83(1986)-  22 07 55.30444(N)    159 43 25.21143(W) AD(       ) 2
 TU0831  OLD HI      -  22 08 06.60080(N)    159 43 35.27250(W) AD(       ) 2
 TU0831
 TU0831.Superseded values are not recommended for survey control.
 TU0831.NGS no longer adjusts projects to the OLD HI datum.
 TU0831.See file dsdata.txt to determine how the superseded data were derived.
 TU0831
 TU0831_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2537147619(NAD 83)
 TU0831_MARKER: DB = BENCH MARK DISK
 TU0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0831_SP_SET: FOUNDATION
 TU0831_STAMPING: 274203 1967
 TU0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0831
 TU0831  HISTORY     - Date     Condition        Report By
 TU0831  HISTORY     - 1967     MONUMENTED       CGS
 TU0831  HISTORY     - 1967     GOOD             CGS
 TU0831
 TU0831                          STATION DESCRIPTION
 TU0831
 TU0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0831'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU0831'NORTHERLY ON STATE HIGHWAY 55 FOR 15.5 MILES TO MAKAHA ROAD.  TURN
 TU0831'LEFT AND GO WESTERLY, DOWNHILL, ON MAKAHA ROAD FOR 4.5 MILES TO A
 TU0831'BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON
 TU0831'THE BLADED ROAD FOR ABOUT 100 FEET TO A 55-FOOT ALUMINUM TOWER.
 TU0831'
 TU0831'THE MARK IS A PLAIN BRASS DISK, STAMPED 274203 1967, SET IN THE
 TU0831'TOP OF A 4-INCH PIPE THAT PROJECTS 4 INCHES ABOVE THE SURFACE OF
 TU0831'THE GROUND.  IT IS 1.4 FEET SOUTHWEST OF THE NORTH LEG OF THE
 TU0831'TOWER, 0.8 FOOT WEST-NORTHWEST OF THE WEST EDGE OF THE CONCRETE
 TU0831'FOUNDATION OF THE TOWER AND PLUMBED UNDER THE CENTER OF A
 TU0831'CIRCULAR, BLACK AND WHITE OPTICAL TARGET MOUNTED NEAR THE TOP OF
 TU0831'THE TOWER.
 TU0831'
 TU0831'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOAT,
 TU0831'DISTANCE BEING 15.7862 METERS (51.792 FEET) SOUTH OF STATION GOAT.
 TU0831
 TU0831                          STATION RECOVERY (1967)
 TU0831
 TU0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0831'20 MI N FROM KEKAHA.
 TU0831'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0831'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0831'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD,
 TU0831'1.4 FEET SOUTHWEST OF THE NORTH LEG OF A 55-FOOT ALUMINUM TOWER, 0.8
 TU0831'FOOT WEST-NORTHWEST OF THE WEST EDGE OF THE CONCRETE FOUNDATION OF THE
 TU0831'TOWER, SET IN THE TOP OF A 4-INCH PIPE THAT PROJECTS 4 INCHES ABOVE
 TU0831'THE SURFACE OF THE GROUND AND PLUMBED UNDER THE CENTER OF A CIRCULAR
 TU0831'BLACK AND WHITE OPTICAL TARGET MOUNTED NEAR THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0832 ***********************************************************************
 TU0832  DESIGNATION -  274203 TARGET
 TU0832  PID         -  TU0832
 TU0832  STATE/COUNTY-  HI/KAUAI
 TU0832  USGS QUAD   -  MAKAHA POINT (1983)
 TU0832
 TU0832                         *CURRENT SURVEY CONTROL
 TU0832  ___________________________________________________________________
 TU0832* NAD 83(1986)-  22 07 56.     (N)    159 43 25.     (W)     SCALED    
 TU0832* LOCAL TIDAL -       530.482  (meters)    1740.42   (feet)  ADJ UNCH  
 TU0832  ___________________________________________________________________
 TU0832  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0832
 TU0832  VERT ORDER  -  SECOND    CLASS 0
 TU0832
 TU0832.The horizontal coordinates were scaled from a topographic map and have
 TU0832.an estimated accuracy of +/- 6 seconds.
 TU0832
 TU0832.The orthometric height was key entered from printed documents
 TU0832.and not key verified.
 TU0832
 TU0832.The geoid height was determined by GEOID03.
 TU0832
 TU0832;                    North         East    Units  Estimated Accuracy
 TU0832;SPC HI 4     -    33,110.      476,930.      MT  (+/- 180 meters Scaled)
 TU0832
 TU0832                          SUPERSEDED SURVEY CONTROL
 TU0832
 TU0832.No superseded survey control is available for this station.
 TU0832
 TU0832_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK253476(NAD 83)
 TU0832_MARKER: Z = SEE DESCRIPTION
 TU0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0832_SP_SET: TOWER
 TU0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0832
 TU0832  HISTORY     - Date     Condition        Report By
 TU0832  HISTORY     - UNK      MONUMENTED       CGS
 TU0832  HISTORY     - 1967     GOOD             NGS
 TU0832
 TU0832                          STATION DESCRIPTION
 TU0832
 TU0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0832'20 MI N FROM KEKAHA.
 TU0832'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0832'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0832'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD
 TU0832'TO A 55-FOOT ALUMINUM TOWER.  THE TARGET IS A BLACK CROSS PAINTED ON A
 TU0832'WHITE, 20-INCH METAL DISK THAT IS ATTACHED TO THE MOST SOUTHERLY ONE
 TU0832'OF TWO DISH ANTENNAE MOUNTED NEAR THE TOP OF THE TOWER. THE TARGET IS
 TU0832'ON THE NORTH SIDE AND AT A LOWER ELEVATION THAN THE DISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0825 ***********************************************************************
 TU0825  DESIGNATION -  274204 MK
 TU0825  PID         -  TU0825
 TU0825  STATE/COUNTY-  HI/KAUAI
 TU0825  USGS QUAD   -  MAKAHA POINT (1983)
 TU0825
 TU0825                         *CURRENT SURVEY CONTROL
 TU0825  ___________________________________________________________________
 TU0825* NAD 83(1993)-  22 07 55.39193(N)    159 43 25.14469(W)     ADJUSTED  
 TU0825* LOCAL TIDAL -       512.858  (meters)    1682.60   (feet)  ADJ UNCH  
 TU0825  ___________________________________________________________________
 TU0825  EPOCH DATE  -        1993.62
 TU0825  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 TU0825  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0825
 TU0825  HORZ ORDER  -  SECOND
 TU0825  VERT ORDER  -  SECOND    CLASS 0
 TU0825
 TU0825.The horizontal coordinates were established by classical geodetic methods
 TU0825.and adjusted by the National Geodetic Survey in December 1998..
 TU0825.The horizontal coordinates are valid at the epoch date displayed above.
 TU0825.The epoch date for horizontal control is a decimal equivalence
 TU0825.of Year/Month/Day.
 TU0825
 TU0825.The orthometric height was key entered from printed documents
 TU0825.and not key verified.
 TU0825
 TU0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0825
 TU0825.The geoid height was determined by GEOID03.
 TU0825
 TU0825;                    North         East     Units Scale Factor Converg.
 TU0825;SPC HI 4     -    33,093.911   476,926.917   MT  0.99999657   -0 05 03.3
 TU0825;UTM  04      - 2,447,621.083   425,372.023   MT  0.99966881   -0 16 21.5
 TU0825
 TU0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0825!SPC HI 4     -   0.99991687  x   0.99999657  =   0.99991344
 TU0825!UTM  04      -   0.99991687  x   0.99966881  =   0.99958571
 TU0825
 TU0825                          SUPERSEDED SURVEY CONTROL
 TU0825
 TU0825  NAD 83(1986)-  22 07 55.35806(N)    159 43 25.17113(W) AD(       ) 2
 TU0825  OLD HI      -  22 08 06.65440(N)    159 43 35.23220(W) AD(       ) 2
 TU0825
 TU0825.Superseded values are not recommended for survey control.
 TU0825.NGS no longer adjusts projects to the OLD HI datum.
 TU0825.See file dsdata.txt to determine how the superseded data were derived.
 TU0825
 TU0825_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2537247621(NAD 83)
 TU0825_MARKER: DB = BENCH MARK DISK
 TU0825_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0825+WITH SETTING: INTO GROUND
 TU0825_STAMPING: 274204 1967
 TU0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0825+STABILITY: SURFACE MOTION
 TU0825
 TU0825  HISTORY     - Date     Condition        Report By
 TU0825  HISTORY     - 1967     MONUMENTED       CGS
 TU0825  HISTORY     - 1967     GOOD             CGS
 TU0825
 TU0825                          STATION DESCRIPTION
 TU0825
 TU0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0825'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU0825'NORTHERLY ON STATE HIGHWAY 55 FOR 15.5 MILES TO MAKAHA ROAD.  TURN
 TU0825'LEFT AND GO WESTERLY, DOWNHILL, ON MAKAHA ROAD FOR 4.5 MILES TO A
 TU0825'BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON
 TU0825'THE BLADED ROAD FOR ABOUT 100 FEET TO A 55-FOOT ALUMINUM TOWER.
 TU0825'
 TU0825'THE MARK IS A PLAIN BRASS DISK, STAMPED 274204 1967, SET IN THE
 TU0825'TOP OF A 4-INCH PIPE THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF
 TU0825'THE GROUND.  IT IS 3.3 FEET NORTH-NORTHEAST OF THE NORTH LEG OF
 TU0825'THE TOWER, 1.7 FEET WEST-NORTHWEST OF A WOODEN WITNESS POST, 1.6
 TU0825'FEET SOUTH-SOUTHWEST OF ANOTHER WOODEN WITNESS POST AND PLUMBED
 TU0825'UNDER THE CENTER OF A CIRCULAR, BLACK AND WHITE OPTICAL TARGET
 TU0825'MOUNTED NEAR THE TOP OF THE TOWER.
 TU0825'
 TU0825'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOAT,
 TU0825'DISTANCE BEING 14.1328 METERS (46.367 FEET) SOUTH OF GOAT.
 TU0825
 TU0825                          STATION RECOVERY (1967)
 TU0825
 TU0825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0825'20 MI N FROM KEKAHA.
 TU0825'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0825'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0825'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD,
 TU0825'3.3 FEET NORTH-NORTHEAST OF THE NORTH LEG OF A 55-FOOT ALUMINUM TOWER,
 TU0825'1.7 FEET WEST-NORTHWEST OF A WOODEN WITNESS POST, 1.6 FEET
 TU0825'SOUTH-SOUTHWEST OF ANOTHER WOODEN WITNESS POST, SET IN THE TOP OF A
 TU0825'4-INCH PIPE THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND
 TU0825'PLUMBED UNDER THE CENTER OF A CIRCULAR BLACK AND WHITE OPTICAL TARGET
 TU0825'MOUNTED NEAR THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0826 ***********************************************************************
 TU0826  DESIGNATION -  274204 TARGET
 TU0826  PID         -  TU0826
 TU0826  STATE/COUNTY-  HI/KAUAI
 TU0826  USGS QUAD   -  MAKAHA POINT (1983)
 TU0826
 TU0826                         *CURRENT SURVEY CONTROL
 TU0826  ___________________________________________________________________
 TU0826* NAD 83(1986)-  22 07 56.     (N)    159 43 25.     (W)     SCALED    
 TU0826* LOCAL TIDAL -       527.946  (meters)    1732.10   (feet)  ADJ UNCH  
 TU0826  ___________________________________________________________________
 TU0826  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0826
 TU0826  VERT ORDER  -  SECOND    CLASS 0
 TU0826
 TU0826.The horizontal coordinates were scaled from a topographic map and have
 TU0826.an estimated accuracy of +/- 6 seconds.
 TU0826
 TU0826.The orthometric height was key entered from printed documents
 TU0826.and not key verified.
 TU0826
 TU0826.The geoid height was determined by GEOID03.
 TU0826
 TU0826;                    North         East    Units  Estimated Accuracy
 TU0826;SPC HI 4     -    33,110.      476,930.      MT  (+/- 180 meters Scaled)
 TU0826
 TU0826                          SUPERSEDED SURVEY CONTROL
 TU0826
 TU0826.No superseded survey control is available for this station.
 TU0826
 TU0826_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK253476(NAD 83)
 TU0826_MARKER: Z = SEE DESCRIPTION
 TU0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0826_SP_SET: TOWER
 TU0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0826
 TU0826  HISTORY     - Date     Condition        Report By
 TU0826  HISTORY     - UNK      MONUMENTED       CGS
 TU0826  HISTORY     - 1967     GOOD             NGS
 TU0826
 TU0826                          STATION DESCRIPTION
 TU0826
 TU0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0826'20 MI N FROM KEKAHA.
 TU0826'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0826'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0826'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD
 TU0826'TO A 55-FOOT ALUMINUM TOWER.  THE TARGET IS A BLACK CROSS PAINTED ON A
 TU0826'WHITE, 20-INCH METAL DISK THAT IS ATTACHED TO THE MOST NORTHERLY ONE
 TU0826'OF TWO DISH ANTENNAE MOUNTED NEAR THE TOP OF THE TOWER. THE TARGET IS
 TU0826'ON THE NORTH SIDE OF THE DISH AND AT A LOWER ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0835 ***********************************************************************
 TU0835  DESIGNATION -  274205 MK
 TU0835  PID         -  TU0835
 TU0835  STATE/COUNTY-  HI/KAUAI
 TU0835  USGS QUAD   -  MAKAHA POINT (1983)
 TU0835
 TU0835                         *CURRENT SURVEY CONTROL
 TU0835  ___________________________________________________________________
 TU0835* NAD 83(1993)-  22 07 55.28756(N)    159 43 25.21308(W)     ADJUSTED  
 TU0835* LOCAL TIDAL -       512.995  (meters)    1683.05   (feet)  ADJ UNCH  
 TU0835  ___________________________________________________________________
 TU0835  EPOCH DATE  -        1993.62
 TU0835  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 TU0835  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0835
 TU0835  HORZ ORDER  -  SECOND
 TU0835  VERT ORDER  -  SECOND    CLASS 0
 TU0835
 TU0835.The horizontal coordinates were established by classical geodetic methods
 TU0835.and adjusted by the National Geodetic Survey in December 1998..
 TU0835.The horizontal coordinates are valid at the epoch date displayed above.
 TU0835.The epoch date for horizontal control is a decimal equivalence
 TU0835.of Year/Month/Day.
 TU0835
 TU0835.The orthometric height was key entered from printed documents
 TU0835.and not key verified.
 TU0835
 TU0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0835
 TU0835.The geoid height was determined by GEOID03.
 TU0835
 TU0835;                    North         East     Units Scale Factor Converg.
 TU0835;SPC HI 4     -    33,090.703   476,924.952   MT  0.99999658   -0 05 03.4
 TU0835;UTM  04      - 2,447,617.883   425,370.049   MT  0.99966881   -0 16 21.5
 TU0835
 TU0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0835!SPC HI 4     -   0.99991685  x   0.99999658  =   0.99991343
 TU0835!UTM  04      -   0.99991685  x   0.99966881  =   0.99958569
 TU0835
 TU0835                          SUPERSEDED SURVEY CONTROL
 TU0835
 TU0835  NAD 83(1986)-  22 07 55.25369(N)    159 43 25.23952(W) AD(       ) 2
 TU0835  OLD HI      -  22 08 06.55000(N)    159 43 35.30060(W) AD(       ) 2
 TU0835
 TU0835.Superseded values are not recommended for survey control.
 TU0835.NGS no longer adjusts projects to the OLD HI datum.
 TU0835.See file dsdata.txt to determine how the superseded data were derived.
 TU0835
 TU0835_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2537047618(NAD 83)
 TU0835_MARKER: DB = BENCH MARK DISK
 TU0835_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0835+WITH SETTING: INTO GROUND
 TU0835_STAMPING: 274205 1967
 TU0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0835+STABILITY: SURFACE MOTION
 TU0835
 TU0835  HISTORY     - Date     Condition        Report By
 TU0835  HISTORY     - 1967     MONUMENTED       CGS
 TU0835  HISTORY     - 1967     GOOD             CGS
 TU0835
 TU0835                          STATION DESCRIPTION
 TU0835
 TU0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0835'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU0835'NORTHERLY ON STATE HIGHWAY 55 FOR 15.5 MILES TO MAKAHA ROAD.  TURN
 TU0835'LEFT AND GO WESTERLY, DOWNHILL, ON MAKAHA ROAD FOR 4.5 MILES TO
 TU0835'A BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY,
 TU0835'ALONG THE BLADED ROAD FOR ABOUT 100 FEET TO A 55-FOOT ALUMINUM
 TU0835'TOWER.
 TU0835'
 TU0835'THE MARK IS A PLAIN BRASS DISK, STAMPED 274205 1967, SET IN THE
 TU0835'TOP OF A 4-INCH PIPE THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 TU0835'THE GROUND.  IT IS 3.5 FEET SOUTHWEST OF THE WEST LEG OF THE TOWER
 TU0835'AND PLUMBED UNDER THE CENTER OF A CIRCULAR, BLACK AND WHITE TARGET
 TU0835'MOUNTED NEAR THE TOP OF THE TOWER.
 TU0835'
 TU0835'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOAT,
 TU0835'DISTANCE BEING 17.3942 METERS (57.067 FEET) SOUTH OF STATION GOAT.
 TU0835
 TU0835                          STATION RECOVERY (1967)
 TU0835
 TU0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0835'20 MI N FROM KEKAHA.
 TU0835'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0835'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0835'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD,
 TU0835'3.5 FEET SOUTHWEST OF THE WEST LEG OF A 55-FOOT ALUMINUM TOWER, SET IN
 TU0835'THE TOP OF A 4-INCH PIPE THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 TU0835'THE GROUND AND PLUMBED UNDER THE CENTER OF A CIRCULAR BLACK AND WHITE
 TU0835'OPTICAL TARGET MOUNTED NEAR THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0836 ***********************************************************************
 TU0836  DESIGNATION -  274205 TARGET
 TU0836  PID         -  TU0836
 TU0836  STATE/COUNTY-  HI/KAUAI
 TU0836  USGS QUAD   -  MAKAHA POINT (1983)
 TU0836
 TU0836                         *CURRENT SURVEY CONTROL
 TU0836  ___________________________________________________________________
 TU0836* NAD 83(1986)-  22 07 55.     (N)    159 43 25.     (W)     SCALED    
 TU0836* LOCAL TIDAL -       528.273  (meters)    1733.18   (feet)  ADJ UNCH  
 TU0836  ___________________________________________________________________
 TU0836  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0836
 TU0836  VERT ORDER  -  SECOND    CLASS 0
 TU0836
 TU0836.The horizontal coordinates were scaled from a topographic map and have
 TU0836.an estimated accuracy of +/- 6 seconds.
 TU0836
 TU0836.The orthometric height was key entered from printed documents
 TU0836.and not key verified.
 TU0836
 TU0836.The geoid height was determined by GEOID03.
 TU0836
 TU0836;                    North         East    Units  Estimated Accuracy
 TU0836;SPC HI 4     -    33,080.      476,930.      MT  (+/- 180 meters Scaled)
 TU0836
 TU0836                          SUPERSEDED SURVEY CONTROL
 TU0836
 TU0836.No superseded survey control is available for this station.
 TU0836
 TU0836_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK253476(NAD 83)
 TU0836_MARKER: Z = SEE DESCRIPTION
 TU0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0836_SP_SET: TOWER
 TU0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0836
 TU0836  HISTORY     - Date     Condition        Report By
 TU0836  HISTORY     - UNK      MONUMENTED       CGS
 TU0836  HISTORY     - 1967     GOOD             NGS
 TU0836
 TU0836                          STATION DESCRIPTION
 TU0836
 TU0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0836'20 MI N FROM KEKAHA.
 TU0836'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0836'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0836'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD
 TU0836'TO A 55-FOOT ALUMINUM TOWER.  THE TARGET IS A BLACK CROSS PAINTED ON A
 TU0836'WHITE, 20-INCH METAL DISK THAT IS ATTACHED TO THE MOST SOUTHERLY ONE
 TU0836'OF TWO DISH ANTENNAE MOUNTED NEAR THE TOP OF THE TOWER. THE TARGET IS
 TU0836'ON THE SOUTH SIDE AND AT A HIGHER ELEVATION THAN THE DISH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0829 ***********************************************************************
 TU0829  DESIGNATION -  274206 MARK
 TU0829  PID         -  TU0829
 TU0829  STATE/COUNTY-  HI/KAUAI
 TU0829  USGS QUAD   -  MAKAHA POINT (1983)
 TU0829
 TU0829                         *CURRENT SURVEY CONTROL
 TU0829  ___________________________________________________________________
 TU0829* NAD 83(1993)-  22 07 55.34011(N)    159 43 25.16677(W)     ADJUSTED  
 TU0829* LOCAL TIDAL -       512.987  (meters)    1683.02   (feet)  ADJ UNCH  
 TU0829  ___________________________________________________________________
 TU0829  EPOCH DATE  -        1993.62
 TU0829  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 TU0829  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0829
 TU0829  HORZ ORDER  -  SECOND
 TU0829  VERT ORDER  -  SECOND    CLASS 0
 TU0829
 TU0829.The horizontal coordinates were established by classical geodetic methods
 TU0829.and adjusted by the National Geodetic Survey in December 1998..
 TU0829.The horizontal coordinates are valid at the epoch date displayed above.
 TU0829.The epoch date for horizontal control is a decimal equivalence
 TU0829.of Year/Month/Day.
 TU0829
 TU0829.The orthometric height was key entered from printed documents
 TU0829.and not key verified.
 TU0829
 TU0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0829
 TU0829.The geoid height was determined by GEOID03.
 TU0829
 TU0829;                    North         East     Units Scale Factor Converg.
 TU0829;SPC HI 4     -    33,092.318   476,926.282   MT  0.99999658   -0 05 03.3
 TU0829;UTM  04      - 2,447,619.493   425,371.383   MT  0.99966881   -0 16 21.5
 TU0829
 TU0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0829!SPC HI 4     -   0.99991685  x   0.99999658  =   0.99991343
 TU0829!UTM  04      -   0.99991685  x   0.99966881  =   0.99958569
 TU0829
 TU0829                          SUPERSEDED SURVEY CONTROL
 TU0829
 TU0829  NAD 83(1986)-  22 07 55.30624(N)    159 43 25.19321(W) AD(       ) 2
 TU0829  OLD HI      -  22 08 06.60260(N)    159 43 35.25420(W) AD(       ) 2
 TU0829
 TU0829.Superseded values are not recommended for survey control.
 TU0829.NGS no longer adjusts projects to the OLD HI datum.
 TU0829.See file dsdata.txt to determine how the superseded data were derived.
 TU0829
 TU0829_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2537147619(NAD 83)
 TU0829_MARKER: DB = BENCH MARK DISK
 TU0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0829_SP_SET: FOUNDATION
 TU0829_STAMPING: 274206 1967
 TU0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0829
 TU0829  HISTORY     - Date     Condition        Report By
 TU0829  HISTORY     - 1967     MONUMENTED       CGS
 TU0829  HISTORY     - 1967     GOOD             CGS
 TU0829
 TU0829                          STATION DESCRIPTION
 TU0829
 TU0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0829'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU0829'NORTHERLY ON STATE HIGHWAY 55 FOR 15.5 MILES TO MAKAHA ROAD.  TURN
 TU0829'LEFT AND GO WESTERLY, DOWNHILL, ON MAKAHA ROAD FOR 4.5 MILES TO A
 TU0829'BLADED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWESTERLY ON THE
 TU0829'BLADED ROAD FOR ABOUT 100 FEET TO A 55-FOOT ALUMINUM TOWER.
 TU0829'
 TU0829'THE MARK IS A PLAIN BRASS DISK, STAMPED 274206 1967, CEMENTED IN
 TU0829'A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE TOWER.  IT IS 3.4
 TU0829'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE, 0.7 FOOT
 TU0829'SOUTHEAST OF THE NORTHWEST EDGE AND PLUMBED UNDER THE CENTER OF A
 TU0829'CIRCULAR BLACK AND WHITE OPTICAL TARGET MOUNTED NEAR THE TOP OF
 TU0829'THE TOWER.
 TU0829'
 TU0829'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOAT,
 TU0829'DISTANCE BEING 15.7181 METERS (51.568 FEET) SOUTH OF STATION GOAT.
 TU0829
 TU0829                          STATION RECOVERY (1967)
 TU0829
 TU0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0829'20 MI N FROM KEKAHA.
 TU0829'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0829'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0829'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD,
 TU0829'CEMENTED IN A DRILL HOLE IN THE 5-FOOT BY 8-FOOT CONCRETE FOUNDATION
 TU0829'OF A 55-FOOT ALUMINUM TOWER, 3.4 FEET SOUTHWEST OF THE NORTHEAST EDGE
 TU0829'OF THE CONCRETE, 0.7 FOOT SOUTHEAST OF THE NORTHWEST EDGE AND PLUMBED
 TU0829'UNDER THE CENTER OF A CIRCULAR BLACK AND WHITE OPTICAL TARGET MOUNTED
 TU0829'NEAR THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0830 ***********************************************************************
 TU0830  DESIGNATION -  274206 TARGET
 TU0830  PID         -  TU0830
 TU0830  STATE/COUNTY-  HI/KAUAI
 TU0830  USGS QUAD   -  MAKAHA POINT (1983)
 TU0830
 TU0830                         *CURRENT SURVEY CONTROL
 TU0830  ___________________________________________________________________
 TU0830* NAD 83(1986)-  22 07 56.     (N)    159 43 25.     (W)     SCALED    
 TU0830* LOCAL TIDAL -       525.833  (meters)    1725.17   (feet)  ADJ UNCH  
 TU0830  ___________________________________________________________________
 TU0830  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0830
 TU0830  VERT ORDER  -  SECOND    CLASS 0
 TU0830
 TU0830.The horizontal coordinates were scaled from a topographic map and have
 TU0830.an estimated accuracy of +/- 6 seconds.
 TU0830
 TU0830.The orthometric height was key entered from printed documents
 TU0830.and not key verified.
 TU0830
 TU0830.The geoid height was determined by GEOID03.
 TU0830
 TU0830;                    North         East    Units  Estimated Accuracy
 TU0830;SPC HI 4     -    33,110.      476,930.      MT  (+/- 180 meters Scaled)
 TU0830
 TU0830                          SUPERSEDED SURVEY CONTROL
 TU0830
 TU0830.No superseded survey control is available for this station.
 TU0830
 TU0830_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK253476(NAD 83)
 TU0830_MARKER: Z = SEE DESCRIPTION
 TU0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0830_SP_SET: TOWER
 TU0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0830
 TU0830  HISTORY     - Date     Condition        Report By
 TU0830  HISTORY     - UNK      MONUMENTED       CGS
 TU0830  HISTORY     - 1967     GOOD             NGS
 TU0830
 TU0830                          STATION DESCRIPTION
 TU0830
 TU0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0830'20 MI N FROM KEKAHA.
 TU0830'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0830'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0830'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD
 TU0830'TO A 55-FOOT ALUMINUM TOWER.  THE TARGET IS A BLACK CROSS PAINTED ON A
 TU0830'WHITE, 20-INCH METAL DISK THAT IS ATTACHED TO THE MOST NORTHERLY ONE
 TU0830'OF TWO DISH ANTENNAE MOUNTED NEAR THE TOP OF THE TOWER. THE TARGET IS
 TU0830'ON THE SOUTH SIDE OF THE DISH AND AT A HIGHER ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0842 ***********************************************************************
 TU0842  DESIGNATION -  274207 ANTENNA
 TU0842  PID         -  TU0842
 TU0842  STATE/COUNTY-  HI/KAUAI
 TU0842  USGS QUAD   -  MAKAHA POINT (1983)
 TU0842
 TU0842                         *CURRENT SURVEY CONTROL
 TU0842  ___________________________________________________________________
 TU0842* NAD 83(1986)-  22 08 01.     (N)    159 43 39.     (W)     SCALED    
 TU0842* LOCAL TIDAL -       482.623  (meters)    1583.41   (feet)  ADJ UNCH  
 TU0842  ___________________________________________________________________
 TU0842  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU0842
 TU0842  VERT ORDER  -  SECOND    CLASS 0
 TU0842
 TU0842.The horizontal coordinates were scaled from a topographic map and have
 TU0842.an estimated accuracy of +/- 6 seconds.
 TU0842
 TU0842.The orthometric height was key entered from printed documents
 TU0842.and not key verified.
 TU0842
 TU0842.The geoid height was determined by GEOID03.
 TU0842
 TU0842;                    North         East    Units  Estimated Accuracy
 TU0842;SPC HI 4     -    33,270.      476,530.      MT  (+/- 180 meters Scaled)
 TU0842
 TU0842                          SUPERSEDED SURVEY CONTROL
 TU0842
 TU0842.No superseded survey control is available for this station.
 TU0842
 TU0842_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK249477(NAD 83)
 TU0842_MARKER: B = BOLT
 TU0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0842_SP_SET: TOWER
 TU0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0842
 TU0842  HISTORY     - Date     Condition        Report By
 TU0842  HISTORY     - UNK      MONUMENTED       DOD
 TU0842  HISTORY     - 1967     GOOD             NGS
 TU0842
 TU0842                          STATION DESCRIPTION
 TU0842
 TU0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0842'20.5 MI NNW FROM KEKAHA.
 TU0842'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0842'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5 MILES WEST DOWN THE RIDGE ALONG
 TU0842'AN ASPHALT ROAD, A 3 FOOT DIAMETER DISH WITH A CONVEX FIBERGLASS COVER
 TU0842'WHICH IS PAINTED FLUORESCENT ORANGE AND IS MOUNTED AT THE TOP OF THE
 TU0842'NORTH LEG OF A WHITE TRIANGULAR SHAPED TOWER.  A BOLT IN THE FRONT AND
 TU0842'CENTER OF THE FIBERGLASS COVER WAS THE POINT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0841 ***********************************************************************
 TU0841  DESIGNATION -  274207 MK
 TU0841  PID         -  TU0841
 TU0841  STATE/COUNTY-  HI/KAUAI
 TU0841  USGS QUAD   -  MAKAHA POINT (1983)
 TU0841
 TU0841                         *CURRENT SURVEY CONTROL
 TU0841  ___________________________________________________________________
 TU0841* NAD 83(1993)-  22 08 00.55630(N)    159 43 38.61545(W)     ADJUSTED  
 TU0841* LOCAL TIDAL -       469.088  (meters)    1539.00   (feet)  ADJ UNCH  
 TU0841  ___________________________________________________________________
 TU0841  EPOCH DATE  -        1993.62
 TU0841  LAPLACE CORR-           9.17  (seconds)                    DEFLEC99
 TU0841  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU0841
 TU0841  HORZ ORDER  -  SECOND
 TU0841  VERT ORDER  -  SECOND    CLASS 0
 TU0841
 TU0841.The horizontal coordinates were established by classical geodetic methods
 TU0841.and adjusted by the National Geodetic Survey in December 1998..
 TU0841.The horizontal coordinates are valid at the epoch date displayed above.
 TU0841.The epoch date for horizontal control is a decimal equivalence
 TU0841.of Year/Month/Day.
 TU0841
 TU0841.The orthometric height was key entered from printed documents
 TU0841.and not key verified.
 TU0841
 TU0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0841
 TU0841.The geoid height was determined by GEOID03.
 TU0841
 TU0841;                    North         East     Units Scale Factor Converg.
 TU0841;SPC HI 4     -    33,253.333   476,541.121   MT  0.99999680   -0 05 08.4
 TU0841;UTM  04      - 2,447,781.721   424,986.880   MT  0.99966952   -0 16 26.7
 TU0841
 TU0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0841!SPC HI 4     -   0.99992376  x   0.99999680  =   0.99992056
 TU0841!UTM  04      -   0.99992376  x   0.99966952  =   0.99959330
 TU0841
 TU0841                          SUPERSEDED SURVEY CONTROL
 TU0841
 TU0841  NAD 83(1986)-  22 08 00.52242(N)    159 43 38.64197(W) AD(       ) 2
 TU0841  OLD HI      -  22 08 11.81850(N)    159 43 48.70280(W) AD(       ) 2
 TU0841
 TU0841.Superseded values are not recommended for survey control.
 TU0841.NGS no longer adjusts projects to the OLD HI datum.
 TU0841.See file dsdata.txt to determine how the superseded data were derived.
 TU0841
 TU0841_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2498747782(NAD 83)
 TU0841_MARKER: DB = BENCH MARK DISK
 TU0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0841_STAMPING: 274207 1967
 TU0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0841+STABILITY: SURFACE MOTION
 TU0841
 TU0841  HISTORY     - Date     Condition        Report By
 TU0841  HISTORY     - 1967     MONUMENTED       CGS
 TU0841  HISTORY     - 1967     GOOD             CGS
 TU0841
 TU0841                          STATION DESCRIPTION
 TU0841
 TU0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0841'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 TU0841'STATE HIGHWAY 90 AND 55 IN KEKAHA, THENCE 5 MILES WEST DOWN THE
 TU0841'RIDGE ALONG AN ASPHALT ROAD.
 TU0841'
 TU0841'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ADOBE,
 TU0841'DISTANCE BEING 20.8464 METERS (68.394 FEET) NORTH OF TRIANGULATION
 TU0841'STATION ADOBE.  THE MARK IS A PLAIN BROZE DISK SET IN THE TOP OF
 TU0841'A 7-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 TU0841'THE SURFACE OF THE GROUND.  IT IS 21.4 FEET WEST OF THE WEST
 TU0841'CORNER OF THE COMMUNICATIONS BUILDING AND 2.2 FEET SOUTH OF THE
 TU0841'NORTH LEG OF A WHITE TRIANGULAR SHAPED TOWER.  THIS POINT IS
 TU0841'PLUMBED DIRECTLY UNDER THE CENTER OF A BOLT IN THE FRONT AND
 TU0841'CENTER OF AN ORANGE CONVEX FIBERGLASS COVER OF THE ANTENNA.
 TU0841
 TU0841                          STATION RECOVERY (1967)
 TU0841
 TU0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0841'20.5 MI NNW FROM KEKAHA.
 TU0841'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0841'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5 MILES WEST DOWN THE RIDGE ON AN
 TU0841'ASPHALT ROAD, 21.4 FEET WEST OF THE WEST CORNER OF THE COMMUNICATIONS
 TU0841'BUILDING AND 2.2 FEET SOUTH OF THE NORTH LEG OF A WHITE TRIANGULAR
 TU0841'SHAPED TOWER, SET IN THE TOP OF A 7-INCH ROUND CONCRETE MONUMENT WHICH
 TU0841'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0471 ***********************************************************************
 TU0471  DESIGNATION -  3 1
 TU0471  PID         -  TU0471
 TU0471  STATE/COUNTY-  HI/HONOLULU
 TU0471  USGS QUAD   -  HONOLULU (1983)
 TU0471
 TU0471                         *CURRENT SURVEY CONTROL
 TU0471  ___________________________________________________________________
 TU0471* NAD 83(1986)-  21 18 20.     (N)    157 47 31.     (W)     SCALED    
 TU0471* LOCAL TIDAL -        99.280  (meters)     325.72   (feet)  ADJ UNCH  
 TU0471  ___________________________________________________________________
 TU0471  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU0471
 TU0471  VERT ORDER  -  FIRST     CLASS II
 TU0471
 TU0471.The horizontal coordinates were scaled from a topographic map and have
 TU0471.an estimated accuracy of +/- 6 seconds.
 TU0471
 TU0471.The orthometric height was key entered from printed documents
 TU0471.and not key verified.
 TU0471
 TU0471.The geoid height was determined by GEOID03.
 TU0471
 TU0471;                    North         East    Units  Estimated Accuracy
 TU0471;SPC HI 3     -    15,390.      521,590.      MT  (+/- 180 meters Scaled)
 TU0471
 TU0471                          SUPERSEDED SURVEY CONTROL
 TU0471
 TU0471.No superseded survey control is available for this station.
 TU0471
 TU0471_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ253564(NAD 83)
 TU0471_MARKER: DE = TRAVERSE STATION DISK
 TU0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0471_SP_SET: SIDEWALK
 TU0471_STAMPING: 3-1 1969
 TU0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0471
 TU0471  HISTORY     - Date     Condition        Report By
 TU0471  HISTORY     - 1969     MONUMENTED
 TU0471  HISTORY     - 1969     GOOD             NGS
 TU0471
 TU0471                          STATION DESCRIPTION
 TU0471
 TU0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0471'5.75 MI NE FROM HONOLULU.
 TU0471'4.0 MILES SOUTHEAST ALONG KING STREET AND WAIALAE AVENUE FROM THE POST
 TU0471'OFFICE AT HONOLULU, THENCE 1.75 MILES NORTHEAST ALONG PALOLO AVENUE,
 TU0471'AT THE Y JUNCTION OF ORCHARD STREET, IN THE CENTER OF A SIDEWALK, 25.4
 TU0471'FEET WEST OF THE CENTER OF THE JUNCTION, 5.6 FEET WEST-NORTHWEST OF
 TU0471'THE WEST-NORTHWEST CURB OF THE AVENUE, 27.2 FEET SOUTH OF TELEPHONE
 TU0471'POLE 69, 3.3 FEET SOUTH-SOUTHWEST OF A 2- BY 2 1/2-FOOT-SQUARE WATER
 TU0471'METER COVER WITH A 7-INCH HOLE IN CENTER, AND ABOUT 0.5 FOOT HIGHER
 TU0471'THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0329 ***********************************************************************
 TU0329  DESIGNATION -  3 11
 TU0329  PID         -  TU0329
 TU0329  STATE/COUNTY-  HI/HONOLULU
 TU0329  USGS QUAD   -  KOKO HEAD (1983)
 TU0329
 TU0329                         *CURRENT SURVEY CONTROL
 TU0329  ___________________________________________________________________
 TU0329* NAD 83(1986)-  21 17 04.     (N)    157 43 16.     (W)     SCALED    
 TU0329* LOCAL TIDAL -         1.200  (meters)       3.94   (feet)  ADJ UNCH  
 TU0329  ___________________________________________________________________
 TU0329  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU0329
 TU0329  VERT ORDER  -  FIRST     CLASS II
 TU0329
 TU0329.The horizontal coordinates were scaled from a topographic map and have
 TU0329.an estimated accuracy of +/- 6 seconds.
 TU0329
 TU0329.The orthometric height was key entered from printed documents
 TU0329.and not key verified.
 TU0329
 TU0329.The geoid height was determined by GEOID03.
 TU0329
 TU0329;                    North         East    Units  Estimated Accuracy
 TU0329;SPC HI 3     -    13,070.      528,940.      MT  (+/- 180 meters Scaled)
 TU0329
 TU0329                          SUPERSEDED SURVEY CONTROL
 TU0329
 TU0329.No superseded survey control is available for this station.
 TU0329
 TU0329_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ326541(NAD 83)
 TU0329_MARKER: DE = TRAVERSE STATION DISK
 TU0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0329_STAMPING: 3-11 1969
 TU0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0329+STABILITY: SURFACE MOTION
 TU0329
 TU0329  HISTORY     - Date     Condition        Report By
 TU0329  HISTORY     - 1969     MONUMENTED
 TU0329  HISTORY     - 1969     GOOD             NGS
 TU0329
 TU0329                          STATION DESCRIPTION
 TU0329
 TU0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0329'2.55 MI NE FROM AINA HAINA.
 TU0329'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST
 TU0329'HIND DRIVE AT AINA HAINA, THENCE 0.15 MILE SOUTH ALONG BAY STREET, AT
 TU0329'THE WEST EDGE OF A GROUP OF SIX PALM TREES, IN KULIOUOU BEACH PARK,
 TU0329'65.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK REST
 TU0329'ROOM, 7.7 FEET NORTH OF THE CENTER OF A 12-INCH PALM TREE, 41.3 FEET
 TU0329'SOUTHEAST OF THE SOUTHEAST CORNER OF AN ASPHALT PARKING AREA, 16.5
 TU0329'FEET NORTH OF THE NORTH EDGE OF THE BEACH, AND SET IN THE TOP OF A
 TU0329'CONCRETE POST FLUSH WITH THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0333 ***********************************************************************
 TU0333  DESIGNATION -  3 12
 TU0333  PID         -  TU0333
 TU0333  STATE/COUNTY-  HI/HONOLULU
 TU0333  USGS QUAD   -  KOKO HEAD (1983)
 TU0333
 TU0333                         *CURRENT SURVEY CONTROL
 TU0333  ___________________________________________________________________
 TU0333* NAD 83(1993)-  21 16 25.73820(N)    157 41 52.20124(W)     ADJUSTED  
 TU0333* LOCAL TIDAL -        72.888  (meters)     239.13   (feet)  ADJ UNCH  
 TU0333  ___________________________________________________________________
 TU0333  EPOCH DATE  -        1993.62
 TU0333  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 TU0333  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU0333
 TU0333  HORZ ORDER  -  SECOND
 TU0333  VERT ORDER  -  FIRST     CLASS II
 TU0333
 TU0333.The horizontal coordinates were established by classical geodetic methods
 TU0333.and adjusted by the National Geodetic Survey in December 1998..
 TU0333.The horizontal coordinates are valid at the epoch date displayed above.
 TU0333.The epoch date for horizontal control is a decimal equivalence
 TU0333.of Year/Month/Day.
 TU0333
 TU0333.The orthometric height was key entered from printed documents
 TU0333.and not key verified.
 TU0333
 TU0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0333
 TU0333.The geoid height was determined by GEOID03.
 TU0333
 TU0333;                    North         East     Units Scale Factor Converg.
 TU0333;SPC HI 3     -    11,893.465   531,358.494   MT  1.00000215   +0 06 34.7
 TU0333;UTM  04      - 2,353,009.165   635,092.872   MT  0.99982552   +0 28 21.1
 TU0333
 TU0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0333!SPC HI 3     -   0.99998613  x   1.00000215  =   0.99998828
 TU0333!UTM  04      -   0.99998613  x   0.99982552  =   0.99981166
 TU0333
 TU0333                          SUPERSEDED SURVEY CONTROL
 TU0333
 TU0333  NAD 83(1986)-  21 16 25.68769(N)    157 41 52.20950(W) AD(       ) 2
 TU0333  OLD HI      -  21 16 37.08600(N)    157 42 02.07730(W) AD(       ) 2
 TU0333
 TU0333.Superseded values are not recommended for survey control.
 TU0333.NGS no longer adjusts projects to the OLD HI datum.
 TU0333.See file dsdata.txt to determine how the superseded data were derived.
 TU0333
 TU0333_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3509353009(NAD 83)
 TU0333_MARKER: DE = TRAVERSE STATION DISK
 TU0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0333_SP_SET: BUILDING
 TU0333_STAMPING: 3-12 1969
 TU0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0333
 TU0333  HISTORY     - Date     Condition        Report By
 TU0333  HISTORY     - 1969     MONUMENTED       HIGS
 TU0333  HISTORY     - 1969     GOOD             NGS
 TU0333
 TU0333                          STATION DESCRIPTION
 TU0333
 TU0333'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0333'4.65 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION
 TU0333'OF WEST HIND DRIVE AT AINA HAINA, THENCE 0.35 MILES
 TU0333'WEST-SOUTHWEST ALONG A PAVED ROAD, 0.05 MILE SOUTHWEST OF A METAL
 TU0333'GATE, IN THE TOP AND CENTER ALONG THE WEST SIDE OF A 6 1/2- BY
 TU0333'8-FOOT CONCRETE BUILDING (THE TOP OF THE BUILDING IS ABOUT LEVEL
 TU0333'WITH THE GROUND), 40 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 TU0333'THE ROAD, 14.2 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 4.0 FEET
 TU0333'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE ROOF OF
 TU0333'THE BUILDING, 4.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 TU0333'THE CONCRETE ROOF OF THE BUILDING, 6.3 FEET SOUTHWEST OF
 TU0333'THE EDGE OF THE NORTHEAST FACE OF A CONCRETE STRUCTURE WITH A
 TU0333'METAL DOOR, AND LEVEL WITH THE SURFACE OF THE GROUND.
 TU0333
 TU0333                          STATION RECOVERY (1969)
 TU0333
 TU0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0333'5.0 MI SE FROM AINA HAINA.
 TU0333'4.65 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST
 TU0333'HIND DRIVE AT AINA HAINA, THENCE 0.35 MILE WEST-SOUTHWEST ALONG A
 TU0333'PAVED ROAD, 0.05 MILE SOUTHWEST OF A METAL GATE, IN THE TOP AND CENTER
 TU0333'ALONG THE WEST SIDE OF A 6 1/2- BY 8-FOOT CONCRETE BUILDING (THE TOP
 TU0333'OF THE BUILDING IS ABOUT LEVEL WITH THE GROUND), 40 FEET
 TU0333'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14.2 FEET
 TU0333'NORTH-NORTHWEST OF A TELEPHONE POLE, 4.0 FEET NORTHWEST OF THE
 TU0333'SOUTHEAST CORNER OF THE CONCRETE ROOF OF THE BUILDING, 4.0 FEET
 TU0333'SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE ROOF OF THE
 TU0333'BUILDING, 6.3 FEET SOUTHWEST OF THE EDGE OF THE NORTHEAST FACE OF A
 TU0333'CONCRETE STRUCTURE WITH A METAL DOOR, AND LEVEL WITH THE SURFACE OF
 TU0333'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0334 ***********************************************************************
 TU0334  DESIGNATION -  3 13
 TU0334  PID         -  TU0334
 TU0334  STATE/COUNTY-  HI/HONOLULU
 TU0334  USGS QUAD   -  KOKO HEAD (1983)
 TU0334
 TU0334                         *CURRENT SURVEY CONTROL
 TU0334  ___________________________________________________________________
 TU0334* NAD 83(1993)-  21 16 22.60046(N)    157 41 20.17175(W)     ADJUSTED  
 TU0334* LOCAL TIDAL -        60.970  (meters)     200.03   (feet)  ADJ UNCH  
 TU0334  ___________________________________________________________________
 TU0334  EPOCH DATE  -        1993.62
 TU0334  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 TU0334  GEOID HEIGHT-          15.30  (meters)                     GEOID03
 TU0334
 TU0334  HORZ ORDER  -  SECOND
 TU0334  VERT ORDER  -  FIRST     CLASS II
 TU0334
 TU0334.The horizontal coordinates were established by classical geodetic methods
 TU0334.and adjusted by the National Geodetic Survey in December 1998..
 TU0334.The horizontal coordinates are valid at the epoch date displayed above.
 TU0334.The epoch date for horizontal control is a decimal equivalence
 TU0334.of Year/Month/Day.
 TU0334
 TU0334.The orthometric height was key entered from printed documents
 TU0334.and not key verified.
 TU0334
 TU0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0334
 TU0334.The geoid height was determined by GEOID03.
 TU0334
 TU0334;                    North         East     Units Scale Factor Converg.
 TU0334;SPC HI 3     -    11,798.755   532,282.021   MT  1.00000287   +0 06 46.3
 TU0334;UTM  04      - 2,352,920.321   636,016.817   MT  0.99982862   +0 28 32.7
 TU0334
 TU0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0334!SPC HI 3     -   0.99998801  x   1.00000287  =   0.99999088
 TU0334!UTM  04      -   0.99998801  x   0.99982862  =   0.99981663
 TU0334
 TU0334                          SUPERSEDED SURVEY CONTROL
 TU0334
 TU0334  NAD 83(1986)-  21 16 22.55018(N)    157 41 20.17978(W) AD(       ) 2
 TU0334  OLD HI      -  21 16 33.94944(N)    157 41 30.04761(W) AD(       ) 2
 TU0334
 TU0334.Superseded values are not recommended for survey control.
 TU0334.NGS no longer adjusts projects to the OLD HI datum.
 TU0334.See file dsdata.txt to determine how the superseded data were derived.
 TU0334
 TU0334_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3601752920(NAD 83)
 TU0334_MARKER: DE = TRAVERSE STATION DISK
 TU0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0334_STAMPING: 3-13 1969
 TU0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0334+STABILITY: SURFACE MOTION
 TU0334
 TU0334  HISTORY     - Date     Condition        Report By
 TU0334  HISTORY     - 1969     MONUMENTED       CGS
 TU0334  HISTORY     - 1969     GOOD             NGS
 TU0334
 TU0334                          STATION DESCRIPTION
 TU0334
 TU0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0334'STATION IS LOCATED ON SOUTHEAST COAST, IN KOKO HEAD AREA, 0.3
 TU0334'MILE EAST OF THE INTERSECTION OF KALANIANAOLE HIGHWAY AND
 TU0334'HANAUMA BAY PARK ENTRANCE, ON SOUTH SIDE OF FIRST SHARP CURVE
 TU0334'TO THE LEFT OF KALANIANAOLE HIGHWAY.
 TU0334'
 TU0334'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 3-13 1969
 TU0334'IN CONCRETE MONUMENT PROJECTING 6-INCHES ABOVE GROUND
 TU0334'LEVEL.  STATION IS ON ROAD CUT BETWEEN HIGHWAY AND BLOCKED-OFF
 TU0334'OLD ROAD.  A SMALL PARKING AREA IS ON THE WEST SIDE OF
 TU0334'STATION.  TIES FROM STATION ARE--N 8.0 FT. TO TOP EDGE HIGHWAY
 TU0334'CUT (15 FT. HIGH), NE 154 FT. TO END POST OF HIGHWAY GUARD RAIL,
 TU0334'NW 18.4 FT TO END POST OF HIGHWAY GUARD RAIL.
 TU0334'
 TU0334'SUB-SURFACE MARK IS IDENTICAL IN CONCRETE MONUMENT 2.4 FT. BELOW
 TU0334'GROUND LEVEL AND SEPARATED FROM TOP MONUMENT BY A LAYER OF SAND.
 TU0334'
 TU0334'GEODIMETER CONNECTION WAS MADE BETWEEN BLOW 1931 AND STATE
 TU0334'SURVEY 3-13 1969.
 TU0334'
 TU0334'THIS STATION IS ALSO BENCH MARK 3-13 (SS) OF THE 1969 FIRST
 TU0334'ORDER LEVELS.
 TU0334
 TU0334                          STATION RECOVERY (1969)
 TU0334
 TU0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0334'4.95 MI SE FROM AINA HAINA.
 TU0334'4.95 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST
 TU0334'HIND DRIVE AT AINA HAINA, ON THE TOP OF A CUT ALONG THE SOUTH SIDE OF
 TU0334'THE HIGHWAY, ON THE HIGHEST POINT OF THE CUT, 32 FEET SOUTH OF THE
 TU0334'CENTER LINE OF THE HIGHWAY, 8.4 FEET SOUTH OF THE NORTH EDGE OF THE
 TU0334'CUT, 2.5 FEET WEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 TU0334'POST PROJECTING 0.4 FOOT ABOVE THE GROUND, 15 FEET HIGHER THAN THE
 TU0334'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0421 ***********************************************************************
 TU0421  DESIGNATION -  3 3
 TU0421  PID         -  TU0421
 TU0421  STATE/COUNTY-  HI/HONOLULU
 TU0421  USGS QUAD   -  HONOLULU (1983)
 TU0421
 TU0421                         *CURRENT SURVEY CONTROL
 TU0421  ___________________________________________________________________
 TU0421* NAD 83(1993)-  21 17 12.76929(N)    157 48 26.22119(W)     ADJUSTED  
 TU0421* LOCAL TIDAL -        30.310  (meters)      99.44   (feet)  ADJ UNCH  
 TU0421  ___________________________________________________________________
 TU0421  EPOCH DATE  -        1993.62
 TU0421  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 TU0421  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU0421
 TU0421  HORZ ORDER  -  SECOND
 TU0421  VERT ORDER  -  FIRST     CLASS II
 TU0421
 TU0421.The horizontal coordinates were established by classical geodetic methods
 TU0421.and adjusted by the National Geodetic Survey in December 1998..
 TU0421.The horizontal coordinates are valid at the epoch date displayed above.
 TU0421.The epoch date for horizontal control is a decimal equivalence
 TU0421.of Year/Month/Day.
 TU0421
 TU0421.The orthometric height was key entered from printed documents
 TU0421.and not key verified.
 TU0421
 TU0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0421
 TU0421.The geoid height was determined by GEOID03.
 TU0421
 TU0421;                    North         East     Units Scale Factor Converg.
 TU0421;SPC HI 3     -    13,322.135   519,998.087   MT  0.99999494   +0 04 11.9
 TU0421;UTM  04      - 2,354,365.573   623,725.815   MT  0.99978917   +0 25 59.0
 TU0421
 TU0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0421!SPC HI 3     -   0.99999278  x   0.99999494  =   0.99998772
 TU0421!UTM  04      -   0.99999278  x   0.99978917  =   0.99978195
 TU0421
 TU0421                          SUPERSEDED SURVEY CONTROL
 TU0421
 TU0421  NAD 83(1986)-  21 17 12.71869(N)    157 48 26.23027(W) AD(       ) 2
 TU0421  OLD HI      -  21 17 24.11124(N)    157 48 36.10256(W) AD(       ) 2
 TU0421
 TU0421.Superseded values are not recommended for survey control.
 TU0421.NGS no longer adjusts projects to the OLD HI datum.
 TU0421.See file dsdata.txt to determine how the superseded data were derived.
 TU0421
 TU0421_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2372654366(NAD 83)
 TU0421_MARKER: DE = TRAVERSE STATION DISK
 TU0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0421_SP_SET: SIDEWALK
 TU0421_STAMPING: 3-3 1969
 TU0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0421
 TU0421  HISTORY     - Date     Condition        Report By
 TU0421  HISTORY     - 1969     MONUMENTED       CGS
 TU0421  HISTORY     - 1969     GOOD             NGS
 TU0421  HISTORY     - 19990422 MARK NOT FOUND   USPSQD
 TU0421
 TU0421                          STATION DESCRIPTION
 TU0421
 TU0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0421'STATION IS LOCATED ABOUT 3.7 MILES SOUTHEAST OF DOWNTOWN
 TU0421'HONOLULU, IN THE KAIMUKI DISTRICT, AT THE INTERSECTION OF
 TU0421'WAIALAE, PALOLO AND 5TH AVENUES.
 TU0421'
 TU0421'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 3-3 1969
 TU0421'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK, ON THE SOUTHERLY
 TU0421'SIDE OF WAIALAE AVENUE, AND FRONTING THE KINGS DAUGHTERS
 TU0421'HOME.  TIES FROM STATION MARK ARE SE 22.71 FEET TO A SPIKE IN
 TU0421'MIDDLE OF PAVED DRIVEWAY OF KINGS DAUGHTERS HOME, 84.96 FEET TO A
 TU0421'+ IN CONCRETE SIDEWALK ON THE WESTERLY SIDE, 78.09 FEET TO A +
 TU0421'IN CONCRETE SIDEWALK ON THE EASTERLY SIDE.
 TU0421'
 TU0421'A GEODIMETER CONNECTION WAS MADE BETWEEN WAAHILA 1928 1969
 TU0421'AND STATE SURVEY 3-3 1969.
 TU0421
 TU0421                          STATION RECOVERY (1969)
 TU0421
 TU0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0421'4.0 MI SE FROM HONOLULU.
 TU0421'4.0 MILES SOUTHEAST ALONG S. KING STREET AND WAIALAE AVENUE FROM THE
 TU0421'POST OFFICE AT HONOLULU, AT THE JUNCTION OF PALOLO AVENUE, IN THE
 TU0421'FRONT OF KINGS DAUGHTERS HOME, ACROSS WAIALAE AVENUE FROM A SERVICE
 TU0421'STATION, IN THE TOP OF A SIDEWALK, 3.3 FEET NORTH OF A ROCK RETAINING
 TU0421'WALL, 17.5 FEET WEST OF THE CENTER LINE OF AN EXIT ROAD AT KINGS
 TU0421'DAUGHTERS HOME, 12.2 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 4.8 FEET
 TU0421'SOUTH OF THE SOUTH CURB OF THE AVENUE, AND ABOUT FLUSH WITH THE
 TU0421'SIDEWALK.
 TU0421
 TU0421                          STATION RECOVERY (1999)
 TU0421
 TU0421'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0313 ***********************************************************************
 TU0313  DESIGNATION -  3 4
 TU0313  PID         -  TU0313
 TU0313  STATE/COUNTY-  HI/HONOLULU
 TU0313  USGS QUAD   -  HONOLULU (1983)
 TU0313
 TU0313                         *CURRENT SURVEY CONTROL
 TU0313  ___________________________________________________________________
 TU0313* NAD 83(1993)-  21 16 15.62039(N)    157 49 21.38668(W)     ADJUSTED  
 TU0313* LOCAL TIDAL -         2.514  (meters)       8.25   (feet)  ADJ UNCH  
 TU0313  ___________________________________________________________________
 TU0313  EPOCH DATE  -        1993.62
 TU0313  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 TU0313  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU0313
 TU0313  HORZ ORDER  -  SECOND
 TU0313  VERT ORDER  -  FIRST     CLASS II
 TU0313
 TU0313.The horizontal coordinates were established by classical geodetic methods
 TU0313.and adjusted by the National Geodetic Survey in December 1998..
 TU0313.The horizontal coordinates are valid at the epoch date displayed above.
 TU0313.The epoch date for horizontal control is a decimal equivalence
 TU0313.of Year/Month/Day.
 TU0313
 TU0313.The orthometric height was key entered from printed documents
 TU0313.and not key verified.
 TU0313
 TU0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0313
 TU0313.The geoid height was determined by GEOID03.
 TU0313
 TU0313;                    North         East     Units Scale Factor Converg.
 TU0313;SPC HI 3     -    11,562.625   518,409.919   MT  0.99999419   +0 03 51.7
 TU0313;UTM  04      - 2,352,596.406   622,149.153   MT  0.99978437   +0 25 37.9
 TU0313
 TU0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0313!SPC HI 3     -   0.99999717  x   0.99999419  =   0.99999136
 TU0313!UTM  04      -   0.99999717  x   0.99978437  =   0.99978154
 TU0313
 TU0313                          SUPERSEDED SURVEY CONTROL
 TU0313
 TU0313  NAD 83(1986)-  21 16 15.56963(N)    157 49 21.39563(W) AD(       ) 2
 TU0313  OLD HI      -  21 16 26.95711(N)    157 49 31.26580(W) AD(       ) 2
 TU0313
 TU0313.Superseded values are not recommended for survey control.
 TU0313.NGS no longer adjusts projects to the OLD HI datum.
 TU0313.See file dsdata.txt to determine how the superseded data were derived.
 TU0313
 TU0313_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2214952596(NAD 83)
 TU0313_MARKER: DD = SURVEY DISK
 TU0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0313_SP_SET: SIDEWALK
 TU0313_STAMPING: 3-4 1969
 TU0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0313
 TU0313  HISTORY     - Date     Condition        Report By
 TU0313  HISTORY     - 1969     MONUMENTED       CGS
 TU0313  HISTORY     - 1969     GOOD             NGS
 TU0313  HISTORY     - 19961106 GOOD             USPSQD
 TU0313  HISTORY     - 19990325 GOOD             USPSQD
 TU0313  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 TU0313
 TU0313                          STATION DESCRIPTION
 TU0313
 TU0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0313'STATION IS LOCATED IN THE WAIKIKI DISTRICT, ON THE SEAWARD SIDE OF
 TU0313'KALAKAUA AVENUE, BETWEEN KAPAHULU AND MONSARRAT AVENUES AND
 TU0313'OPPOSITE THE ENTRANCE TO THE HONOLULU ZOO.
 TU0313'
 TU0313'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 3-4 1969
 TU0313'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK FRONTING THE PRINCE
 TU0313'KUHIO BEACH PARK AND ABOUT 155 FEET SOUTH FROM CORNER OF 18-FOOT
 TU0313'CONCRETE DRAIN AND WALKWAY THAT EXTENDS INTO THE OCEAN.  TIES FROM
 TU0313'THE STATION ARE--S 126.73 FT. TO U.S. CORPS OF ENGINEERS DISK
 TU0313'STAMPED BEACH EROSION 1948 IN CONCRETE SIDEWALK, NW 20.67 FT. TO
 TU0313'CROSS CUT IN CONCRETE SIDEWALK, IN LINE WITH DIAMOND HEAD 2
 TU0313'1969 AND NW 147.82 FT. TO A CROSS CUT IN CONCRETE SIDEWALK.
 TU0313'
 TU0313'GEODIMETER CONNECTION WAS MADE BETWEEN DIAMOND HEAD 2 1969 TO
 TU0313'STATE SURVEY 3-4
 TU0313
 TU0313                          STATION RECOVERY (1969)
 TU0313
 TU0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0313'IN HONOLULU.
 TU0313'AT HONOLULU, NEAR THE JUNCTION OF KALAKAUA, KAPAHULU AND MONSARRAT
 TU0313'AVENUES, IN THE WAKAKI DISTRICT, IN THE TOP OF A SIDEWALK, 150 YARDS
 TU0313'WEST AND ACROSS KALAKAUA AVENUE FROM THE ENTRANCE TO A ZOO, 52.9 FEET
 TU0313'SOUTH-SOUTHEAST OF A METAL LIGHT POLE, 48.1 FEET WEST-SOUTHWEST OF A
 TU0313'METAL LIGHT POLE, 7.4 FEET NORTHEAST OF A SEA WALL, 3.6 FEET SOUTHWEST
 TU0313'OF THE SOUTHWEST CURB OF KALAKAUA AVENUE, AND FLUSH WITH THE SIDEWALK.
 TU0313
 TU0313                          STATION RECOVERY (1996)
 TU0313
 TU0313'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0313'RECOVERED IN GOOD CONDITION.
 TU0313
 TU0313                          STATION RECOVERY (1999)
 TU0313
 TU0313'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0313'RECOVERED IN GOOD CONDITION.
 TU0313
 TU0313                          STATION RECOVERY (2003)
 TU0313
 TU0313'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU0313'SIDEWALK HAD BEEN REPLACED OR COVERED WITH FLAGSTONES IN ABOUT 2000.
 TU0313'THERE IS NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0323 ***********************************************************************
 TU0323  DESIGNATION -  3 6
 TU0323  PID         -  TU0323
 TU0323  STATE/COUNTY-  HI/HONOLULU
 TU0323  USGS QUAD   -  KOKO HEAD (1983)
 TU0323
 TU0323                         *CURRENT SURVEY CONTROL
 TU0323  ___________________________________________________________________
 TU0323* NAD 83(1986)-  21 16 34.     (N)    157 45 48.     (W)     SCALED    
 TU0323* LOCAL TIDAL -         3.114  (meters)      10.22   (feet)  ADJ UNCH  
 TU0323  ___________________________________________________________________
 TU0323  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0323
 TU0323  VERT ORDER  -  FIRST     CLASS II
 TU0323
 TU0323.The horizontal coordinates were scaled from a topographic map and have
 TU0323.an estimated accuracy of +/- 6 seconds.
 TU0323
 TU0323.The orthometric height was key entered from printed documents
 TU0323.and not key verified.
 TU0323
 TU0323.The geoid height was determined by GEOID03.
 TU0323
 TU0323;                    North         East    Units  Estimated Accuracy
 TU0323;SPC HI 3     -    12,140.      524,560.      MT  (+/- 180 meters Scaled)
 TU0323
 TU0323                          SUPERSEDED SURVEY CONTROL
 TU0323
 TU0323.No superseded survey control is available for this station.
 TU0323
 TU0323_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ282532(NAD 83)
 TU0323_MARKER: DE = TRAVERSE STATION DISK
 TU0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0323_SP_SET: CURB
 TU0323_STAMPING: 3-6 1969
 TU0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0323
 TU0323  HISTORY     - Date     Condition        Report By
 TU0323  HISTORY     - 1969     MONUMENTED
 TU0323  HISTORY     - 1969     GOOD             NGS
 TU0323
 TU0323                          STATION DESCRIPTION
 TU0323
 TU0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0323'0.6 MI W FROM AINA HAINA.
 TU0323'0.6 MILE WEST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST HIND
 TU0323'DRIVE AT AINA HAINA, AT THE JUNCTION OF WAA STREET, IN THE TOP OF THE
 TU0323'CONCRETE CURB OF AN ISLAND BETWEEN THE TRAFFIC LANES, 15.2 FEET WEST
 TU0323'OF THE EXTREME EAST POINT OF THE ISLAND, 2.5 FEET NORTH OF THE SOUTH
 TU0323'CURB OF THE ISLAND, 2.5 FEET SOUTH OF THE NORTH CURB OF THE ISLAND,
 TU0323'45.0 FEET SOUTHWEST OF AN IRON STREET SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0325 ***********************************************************************
 TU0325  DESIGNATION -  3 7
 TU0325  PID         -  TU0325
 TU0325  STATE/COUNTY-  HI/HONOLULU
 TU0325  USGS QUAD   -  KOKO HEAD (1983)
 TU0325
 TU0325                         *CURRENT SURVEY CONTROL
 TU0325  ___________________________________________________________________
 TU0325* NAD 83(1993)-  21 16 41.75775(N)    157 45 06.46645(W)     ADJUSTED  
 TU0325* LOCAL TIDAL -         2.037  (meters)       6.68   (feet)  ADJ UNCH  
 TU0325  ___________________________________________________________________
 TU0325  EPOCH DATE  -        1993.62
 TU0325  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 TU0325  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0325
 TU0325  HORZ ORDER  -  SECOND
 TU0325  VERT ORDER  -  FIRST     CLASS II
 TU0325
 TU0325.The horizontal coordinates were established by classical geodetic methods
 TU0325.and adjusted by the National Geodetic Survey in December 1998..
 TU0325.The horizontal coordinates are valid at the epoch date displayed above.
 TU0325.The epoch date for horizontal control is a decimal equivalence
 TU0325.of Year/Month/Day.
 TU0325
 TU0325.The orthometric height was key entered from printed documents
 TU0325.and not key verified.
 TU0325
 TU0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0325
 TU0325.The geoid height was determined by GEOID03.
 TU0325
 TU0325;                    North         East     Units Scale Factor Converg.
 TU0325;SPC HI 3     -    12,376.398   525,757.515   MT  0.99999819   +0 05 24.3
 TU0325;UTM  04      - 2,353,456.527   629,489.976   MT  0.99980720   +0 27 10.9
 TU0325
 TU0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0325!SPC HI 3     -   0.99999723  x   0.99999819  =   0.99999542
 TU0325!UTM  04      -   0.99999723  x   0.99980720  =   0.99980443
 TU0325
 TU0325                          SUPERSEDED SURVEY CONTROL
 TU0325
 TU0325  NAD 83(1986)-  21 16 41.70714(N)    157 45 06.47479(W) AD(       ) 2
 TU0325  OLD HI      -  21 16 53.10202(N)    157 45 16.34451(W) AD(       ) 2
 TU0325
 TU0325.Superseded values are not recommended for survey control.
 TU0325.NGS no longer adjusts projects to the OLD HI datum.
 TU0325.See file dsdata.txt to determine how the superseded data were derived.
 TU0325
 TU0325_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2949053457(NAD 83)
 TU0325_MARKER: DB = BENCH MARK DISK
 TU0325_SETTING: 0 = UNSPECIFIED SETTING
 TU0325_STAMPING: 3-7 1969
 TU0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0325
 TU0325  HISTORY     - Date     Condition        Report By
 TU0325  HISTORY     - 1969     MONUMENTED       CGS
 TU0325  HISTORY     - 1969     GOOD             NGS
 TU0325
 TU0325                          STATION DESCRIPTION
 TU0325
 TU0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0325'STATION IS LOCATED IN WAILUPE DISTRICT, 0.5 MILE EAST OF THE
 TU0325'WAILUPE FIRE STATION AT THE INTERSECTION OF KALANIANAOLE HIGHWAY
 TU0325'AND NENUE STREET.
 TU0325'
 TU0325'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 3-7 1969
 TU0325'CEMENTED IN DRILL HOLE IN EAST END OF CONCRETE PORTION OF MEDIAL
 TU0325'STRIP OF KALANIANAOLE HIGHWAY, ON THE WEST SIDE OF ITS INTERSECTION
 TU0325'WITH NENUE STREET.  TIES FROM STATION ARE--W. 6.63 FEET TO +
 TU0325'IN CONCRETE CURB, ON LINE TO WAILUPE 1928, S.E. 5.82 FEET TO +
 TU0325'IN CONCRETE PAVEMENT, ON LINE TO KOKO HEAD 3 1927, S. 59.1 FEET
 TU0325'AND 62.5 FEET RESPECTIVELY TO FIRE HYDRANT 1682 AND ELECTRIC POLE
 TU0325'101, N.E. 13.4 FEET TO EDGE MEDIAL STRIP AND S.E. 1.9 FEET TO
 TU0325'EDGE OF MEDIAL STRIP.
 TU0325'
 TU0325'GEODIMETER CONNECTION WAS MADE BETWEEN WAILUPE 1928 AND STATE
 TU0325'SURVEY 3-7.
 TU0325'
 TU0325'THIS STATION IS ALSO BENCH MARK 3-7 (SS) OF THE 1969 FIRST
 TU0325'ORDER LEVELS.
 TU0325
 TU0325                          STATION RECOVERY (1969)
 TU0325
 TU0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0325'0.25 MI E FROM AINA HAINA.
 TU0325'0.25 MILE EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST HIND
 TU0325'DRIVE AT AINA HAINA, AT THE JUNCTION OF NENUE STREET, IN THE TOP AND
 TU0325'13.4 FEET WEST OF THE EAST TIP OF A CONCRETE ISLAND BETWEEN THE
 TU0325'HIGHWAY TRAFFIC LANES, 1.9 FEET SOUTH OF THE NORTH CURB OF THE ISLAND,
 TU0325'1.9 FEET NORTH OF THE SOUTH CURB OF THE ISLAND, 45.2 FEET SOUTHWEST
 TU0325'AND ACROSS THE WEST BOUND LANES OF THE HIGHWAY FROM A STOP SIGN, AND
 TU0325'ABOUT FLUSH WITH THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0327 ***********************************************************************
 TU0327  DESIGNATION -  3 8
 TU0327  PID         -  TU0327
 TU0327  STATE/COUNTY-  HI/HONOLULU
 TU0327  USGS QUAD   -  KOKO HEAD (1983)
 TU0327
 TU0327                         *CURRENT SURVEY CONTROL
 TU0327  ___________________________________________________________________
 TU0327* NAD 83(1993)-  21 16 51.28197(N)    157 44 17.46366(W)     ADJUSTED  
 TU0327* LOCAL TIDAL -         1.585  (meters)       5.20   (feet)  ADJ UNCH  
 TU0327  ___________________________________________________________________
 TU0327  EPOCH DATE  -        1993.62
 TU0327  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 TU0327  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU0327
 TU0327  HORZ ORDER  -  SECOND
 TU0327  VERT ORDER  -  FIRST     CLASS II
 TU0327
 TU0327.The horizontal coordinates were established by classical geodetic methods
 TU0327.and adjusted by the National Geodetic Survey in December 1998..
 TU0327.The horizontal coordinates are valid at the epoch date displayed above.
 TU0327.The epoch date for horizontal control is a decimal equivalence
 TU0327.of Year/Month/Day.
 TU0327
 TU0327.The orthometric height was key entered from printed documents
 TU0327.and not key verified.
 TU0327
 TU0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0327
 TU0327.The geoid height was determined by GEOID03.
 TU0327
 TU0327;                    North         East     Units Scale Factor Converg.
 TU0327;SPC HI 3     -    12,671.603   527,169.619   MT  0.99999912   +0 05 42.1
 TU0327;UTM  04      - 2,353,760.615   630,899.915   MT  0.99981174   +0 27 28.9
 TU0327
 TU0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0327!SPC HI 3     -   0.99999731  x   0.99999912  =   0.99999643
 TU0327!UTM  04      -   0.99999731  x   0.99981174  =   0.99980905
 TU0327
 TU0327                          SUPERSEDED SURVEY CONTROL
 TU0327
 TU0327  NAD 83(1986)-  21 16 51.23136(N)    157 44 17.47201(W) AD(       ) 2
 TU0327  OLD HI      -  21 17 02.62695(N)    157 44 27.34167(W) AD(       ) 2
 TU0327
 TU0327.Superseded values are not recommended for survey control.
 TU0327.NGS no longer adjusts projects to the OLD HI datum.
 TU0327.See file dsdata.txt to determine how the superseded data were derived.
 TU0327
 TU0327_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3090053761(NAD 83)
 TU0327_MARKER: DD = SURVEY DISK
 TU0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0327_STAMPING: 3-8 1969
 TU0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0327+STABILITY: SURFACE MOTION
 TU0327
 TU0327  HISTORY     - Date     Condition        Report By
 TU0327  HISTORY     - 1969     MONUMENTED       CGS
 TU0327  HISTORY     - 1969     GOOD             NGS
 TU0327
 TU0327                          STATION DESCRIPTION
 TU0327
 TU0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0327'STATION IS LOCATED IN THE DISTRICT OF NIU, 1.5 MILES EAST OF
 TU0327'WAILUPE FIRE STATION, 0.1 MILE EAST OF HALEMAUMAU STREET, ON THE
 TU0327'SOUTHSIDE SHOULDER OF KALANIANAOLE HIGHWAY AND NEAR THE WESTSIDE
 TU0327'OF NIU STREAM BRIDGE.
 TU0327'
 TU0327'STATION IS A STANDARD STATE SURVEY DISK STAMPED 3-8 1969 IN
 TU0327'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.  TIES FROM STATION
 TU0327'ARE--N. 7.7 FT. TO SOUTH EDGE PAVEMENT OF KALANIANAOLE HIGHWAY,
 TU0327'E. 24.0 FT. TO ELECT. POLE NO. 155, E. 47.5 FT. TO SEAWARD EDGE
 TU0327'OF BRIDGE WALL, S. 3.7 FT. TO CONCRETE POST ON EAST END OF
 TU0327'CHAIN-GATE AND W. 19.6 TO END OF PROPERTY LINE WOODEN FENCE.
 TU0327'
 TU0327'SUB-SURFACE MARK IS IDENTICAL, IN CONCRETE MONUMENT 2.1 FT. BELOW
 TU0327'GROUND LEVEL AND SEPARATED FROM TOP MONUMENT WITH A LAYER OF SAND.
 TU0327'
 TU0327'GEODIMETER CONNECTION WAS MADE BETWEEN KAPAUA 1969 AND STATE
 TU0327'SURVEY 3-8.
 TU0327'
 TU0327'THIS STATION IS ALSO BENCH MARK 3-8 (SS) OF THE 1969 FIRST
 TU0327'ORDER LEVELS.
 TU0327
 TU0327                          STATION RECOVERY (1969)
 TU0327
 TU0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0327'1.2 MI NE FROM AINA HAINA.
 TU0327'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST
 TU0327'HIND DRIVE AT AINA HAINA, ACROSS THE HIGHWAY FROM FIRE HYDRANT NO.
 TU0327'3579, 7.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT OF THE
 TU0327'HIGHWAY, 47.6 FEET SOUTHWEST OF THE SOUTHWEST END OF A BRIDGE OVER NIU
 TU0327'STREAM, 24.2 FEET SOUTHWEST OF THE CENTER OF TELEPHONE POLE 155
 TU0327'BEARING A METAL BOX, 7.2 FEET WEST OF THE SOUTHWEST END OF A METAL
 TU0327'GUARDRAIL, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TU0327'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0876 ***********************************************************************
 TU0876  DESIGNATION -  3 UHI
 TU0876  PID         -  TU0876
 TU0876  STATE/COUNTY-  HI/MAUI
 TU0876  USGS QUAD   -  MAKENA (1995)
 TU0876
 TU0876                         *CURRENT SURVEY CONTROL
 TU0876  ___________________________________________________________________
 TU0876* NAD 83(1986)-  20 38 11.     (N)    156 26 55.     (W)     SCALED    
 TU0876* LOCAL TIDAL -       109.124  (meters)     358.02   (feet)  ADJUSTED  
 TU0876  ___________________________________________________________________
 TU0876  GEOID HEIGHT-          16.50  (meters)                     GEOID03
 TU0876
 TU0876  VERT ORDER  -  FIRST     CLASS I
 TU0876
 TU0876.The horizontal coordinates were scaled from a topographic map and have
 TU0876.an estimated accuracy of +/- 6 seconds.
 TU0876
 TU0876.The orthometric height was determined by differential leveling
 TU0876.and adjusted by the National Geodetic Survey in December 2003..
 TU0876.No vertical observational check was made to the station.
 TU0876
 TU0876.The geoid height was determined by GEOID03.
 TU0876
 TU0876;                    North         East    Units  Estimated Accuracy
 TU0876;SPC HI 2     -    33,570.      522,730.      MT  (+/- 180 meters Scaled)
 TU0876
 TU0876                          SUPERSEDED SURVEY CONTROL
 TU0876
 TU0876.No superseded survey control is available for this station.
 TU0876
 TU0876_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH658839(NAD 83)
 TU0876_MARKER: DB = BENCH MARK DISK
 TU0876_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU0876_SP_SET: CINDER CONE
 TU0876_STAMPING: 3
 TU0876_MARK LOGO: NONE  
 TU0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0876
 TU0876  HISTORY     - Date     Condition        Report By
 TU0876  HISTORY     - 1977     MONUMENTED       UHI
 TU0876  HISTORY     - 19790605 GOOD             NGS
 TU0876
 TU0876                          STATION DESCRIPTION
 TU0876
 TU0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0876'1.4 MILES SOUTH ALONG KIHEI ROAD FROM THE JUNCTION OF STATE HIGHWAY 31
 TU0876'IN MAKENA, THEN WEST ALONG A DIRT ROAD FOR 0.15 MILE, THEN WEST ALONG
 TU0876'AN OLD TRAIL UP THE EAST SIDE OF A CINDER CONE TO THE HIGHEST POINT OF
 TU0876'THE CINDER CONE, APPROXIMATELY 0.15 MILE, SET IN THE TOP OF THE CLASS
 TU0876'8 TYPE HAWAIIAN SURVEY MONUMENT, 1.5 FEET NORTH OF THE 3 INCH PIPE
 TU0876'TARGET HOLDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0216 ***********************************************************************
 TU0216  DESIGNATION -  30
 TU0216  PID         -  TU0216
 TU0216  STATE/COUNTY-  HI/MAUI
 TU0216  USGS QUAD   -  PAIA (1997)
 TU0216
 TU0216                         *CURRENT SURVEY CONTROL
 TU0216  ___________________________________________________________________
 TU0216* NAD 83(1986)-  20 54 31.     (N)    156 24 03.     (W)     SCALED    
 TU0216* LOCAL TIDAL -         9.130  (meters)      29.95   (feet)  ADJ UNCH  
 TU0216  ___________________________________________________________________
 TU0216  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU0216
 TU0216  VERT ORDER  -  FIRST     CLASS II
 TU0216
 TU0216.The horizontal coordinates were scaled from a topographic map and have
 TU0216.an estimated accuracy of +/- 6 seconds.
 TU0216
 TU0216.The orthometric height was key entered from printed documents
 TU0216.and not key verified.
 TU0216
 TU0216.The geoid height was determined by GEOID03.
 TU0216
 TU0216;                    North         East    Units  Estimated Accuracy
 TU0216;SPC HI 2     -    63,710.      527,660.      MT  (+/- 180 meters Scaled)
 TU0216
 TU0216                          SUPERSEDED SURVEY CONTROL
 TU0216
 TU0216.No superseded survey control is available for this station.
 TU0216
 TU0216_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ703142(NAD 83)
 TU0216_MARKER: N = NAIL
 TU0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0216_SP_SET: MILEPOST
 TU0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0216
 TU0216  HISTORY     - Date     Condition        Report By
 TU0216  HISTORY     - UNK      MONUMENTED       USGS
 TU0216  HISTORY     - 1968     MARK NOT FOUND   NGS
 TU0216  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU0216
 TU0216                          STATION DESCRIPTION
 TU0216
 TU0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0216'1.4 MI W FROM PAIA.
 TU0216'LOCATED ALONG AN ABANDONED HIGHWAY ABOUT 0.4 MILES EAST OF THE
 TU0216'ENTRANCE TO MAUI COUNTRY CLUB, AT THE NORTH EDGE OF A CANE FIELD AND
 TU0216'ON THE SOUTH SIDE OF THE GOLF COURSE.  AT THE NORTH EDGE OF THE OLD
 TU0216'ROAD IN THE TOP OF MILE POST 9.  NOTE-- NO MILEPOSTS COULD BE FOUND
 TU0216'ALONG THE OLD ROAD BORDERING THE GOLF COURSE.
 TU0216
 TU0216                          STATION RECOVERY (1999)
 TU0216
 TU0216'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1679 ***********************************************************************
 TU1679  DESIGNATION -  30188
 TU1679  PID         -  TU1679
 TU1679  STATE/COUNTY-  HI/HONOLULU
 TU1679  USGS QUAD   -  PEARL HARBOR (1983)
 TU1679
 TU1679                         *CURRENT SURVEY CONTROL
 TU1679  ___________________________________________________________________
 TU1679* NAD 83(1993)-  21 18 52.50869(N)    157 59 55.46118(W)     ADJUSTED  
 TU1679* LOCAL TIDAL -         1.7    (meters)       6.     (feet)  GPS OBS   
 TU1679  ___________________________________________________________________
 TU1679  EPOCH DATE  -        1993.62
 TU1679  X           -  -5,511,604.927 (meters)                     COMP
 TU1679  Y           -  -2,226,974.018 (meters)                     COMP
 TU1679  Z           -   2,303,884.219 (meters)                     COMP
 TU1679  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 TU1679  ELLIP HEIGHT-          17.67  (meters)          (11/30/94) GPS OBS
 TU1679  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU1679
 TU1679  HORZ ORDER  -  FIRST
 TU1679  ELLP ORDER  -  FIFTH     CLASS I
 TU1679
 TU1679.The horizontal coordinates were established by GPS observations
 TU1679.and adjusted by the National Geodetic Survey in November 1994..
 TU1679.No horizontal observational check was made to the station.
 TU1679.The horizontal coordinates are valid at the epoch date displayed above.
 TU1679.The epoch date for horizontal control is a decimal equivalence
 TU1679.of Year/Month/Day.
 TU1679
 TU1679.The orthometric height was determined by GPS observations and a
 TU1679.high-resolution geoid model.
 TU1679
 TU1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1679
 TU1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1679
 TU1679.The ellipsoidal height was determined by GPS observations
 TU1679.and is referenced to NAD 83.
 TU1679
 TU1679.The geoid height was determined by GEOID03.
 TU1679
 TU1679;                    North         East     Units Scale Factor Converg.
 TU1679;SPC HI 3     -    16,377.462   500,130.806   MT  0.99999000   +0 00 01.6
 TU1679;UTM  04      - 2,357,294.186   603,844.159   MT  0.99973325   +0 21 50.3
 TU1679
 TU1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1679!SPC HI 3     -   0.99999722  x   0.99999000  =   0.99998722
 TU1679!UTM  04      -   0.99999722  x   0.99973325  =   0.99973047
 TU1679
 TU1679                          SUPERSEDED SURVEY CONTROL
 TU1679
 TU1679  NAD 83(1986)-  21 18 52.45519(N)    157 59 55.47393(W) AD(       ) 2
 TU1679
 TU1679.Superseded values are not recommended for survey control.
 TU1679.NGS no longer adjusts projects to the OLD HI datum.
 TU1679.See file dsdata.txt to determine how the superseded data were derived.
 TU1679
 TU1679_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0384457294(NAD 83)
 TU1679_MARKER: DD = SURVEY DISK
 TU1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1679_SP_SET: CONCRETE POST
 TU1679_STAMPING: 30188 1973
 TU1679_MARK LOGO: NGS   
 TU1679_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU1679+STABILITY: SURFACE MOTION
 TU1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1679+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1995
 TU1679
 TU1679  HISTORY     - Date     Condition        Report By
 TU1679  HISTORY     - UNK      MONUMENTED
 TU1679  HISTORY     - 19930813 GOOD             NOS
 TU1679  HISTORY     - 19950807 GOOD             NOS
 TU1679
 TU1679                          STATION DESCRIPTION
 TU1679
 TU1679'DESCRIBED UNK
 TU1679'RECOVERED AS DESCRIBED.
 TU1679
 TU1679                          STATION RECOVERY (1993)
 TU1679
 TU1679'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU1679'RECOVERED AS DESCRIBED.
 TU1679
 TU1679                          STATION RECOVERY (1995)
 TU1679
 TU1679'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 TU1679'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0199 ***********************************************************************
 TU0199  DESIGNATION -  303
 TU0199  PID         -  TU0199
 TU0199  STATE/COUNTY-  HI/MAUI
 TU0199  USGS QUAD   -  PUU O KALI (1992)
 TU0199
 TU0199                         *CURRENT SURVEY CONTROL
 TU0199  ___________________________________________________________________
 TU0199* NAD 83(1986)-  20 48 33.     (N)    156 25 41.     (W)     SCALED    
 TU0199* LOCAL TIDAL -        92.463  (meters)     303.36   (feet)  ADJ UNCH  
 TU0199  ___________________________________________________________________
 TU0199  GEOID HEIGHT-          16.39  (meters)                     GEOID03
 TU0199
 TU0199  VERT ORDER  -  FIRST     CLASS II
 TU0199
 TU0199.The horizontal coordinates were scaled from a topographic map and have
 TU0199.an estimated accuracy of +/- 6 seconds.
 TU0199
 TU0199.The orthometric height was key entered from printed documents
 TU0199.and not key verified.
 TU0199
 TU0199.The geoid height was determined by GEOID03.
 TU0199
 TU0199;                    North         East    Units  Estimated Accuracy
 TU0199;SPC HI 2     -    52,700.      524,840.      MT  (+/- 180 meters Scaled)
 TU0199
 TU0199                          SUPERSEDED SURVEY CONTROL
 TU0199
 TU0199.No superseded survey control is available for this station.
 TU0199
 TU0199_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ677031(NAD 83)
 TU0199_MARKER: X = CHISELED CROSS
 TU0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0199_SP_SET: FOUNDATION
 TU0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0199
 TU0199  HISTORY     - Date     Condition        Report By
 TU0199  HISTORY     - UNK      MONUMENTED       CGS
 TU0199  HISTORY     - 1968     GOOD             NGS
 TU0199  HISTORY     - 19990723 MARK NOT FOUND   USPSQD
 TU0199
 TU0199                          STATION DESCRIPTION
 TU0199
 TU0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0199'3.5 MI NE FROM KIHEI.
 TU0199'0.5 MILE EAST ON UPPER KIHEI ROAD FROM THE POST OFFICE AT KIHEI,
 TU0199'THENCE TAKE LEFT FORK AND GO 0.4 MILE.  THENCE TAKE RIGHT FORK AND GO
 TU0199'2.7 MILES TO PAVED T-JUNCTION.  THENCE ANGLE RIGHT AND FOLLOW FIELD
 TU0199'ROAD 0.3 MILE TO LARGE, TAN, CORRUGATED IRON BUILDING WHICH HOUSES A
 TU0199'SUGAR COMPANY PUMPING PLANT.  THE MARK IS AT THE SOUTHEAST CORNER OF
 TU0199'THE BUILDING, DIAGONALLY OPPOSITE BENCH MARK Y 5 1950, 12 FEET NORTH
 TU0199'OF A POWER SUB-STATION FENCE, AND CHISELED IN THE CONCRETE FOUNDATION
 TU0199'OF THE BUILDING.  THE FOLLOWING IS CHISELED INTO THE CONCRETE BESIDE
 TU0199'THE CROSS AND CIRCLE-- BM EL 313.57.
 TU0199
 TU0199                          STATION RECOVERY (1999)
 TU0199
 TU0199'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0237 ***********************************************************************
 TU0237  DESIGNATION -  331
 TU0237  PID         -  TU0237
 TU0237  STATE/COUNTY-  HI/MAUI
 TU0237  USGS QUAD   -  WAILUKU (1997)
 TU0237
 TU0237                         *CURRENT SURVEY CONTROL
 TU0237  ___________________________________________________________________
 TU0237* NAD 83(1986)-  20 53 08.     (N)    156 30 16.     (W)     SCALED    
 TU0237* LOCAL TIDAL -       100.909  (meters)     331.07   (feet)  ADJ UNCH  
 TU0237  ___________________________________________________________________
 TU0237  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0237
 TU0237  VERT ORDER  -  FIRST     CLASS II
 TU0237
 TU0237.The horizontal coordinates were scaled from a topographic map and have
 TU0237.an estimated accuracy of +/- 6 seconds.
 TU0237
 TU0237.The orthometric height was key entered from printed documents
 TU0237.and not key verified.
 TU0237
 TU0237.The geoid height was determined by GEOID03.
 TU0237
 TU0237;                    North         East    Units  Estimated Accuracy
 TU0237;SPC HI 2     -    61,140.      516,880.      MT  (+/- 180 meters Scaled)
 TU0237
 TU0237                          SUPERSEDED SURVEY CONTROL
 TU0237
 TU0237.No superseded survey control is available for this station.
 TU0237
 TU0237_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ596114(NAD 83)
 TU0237_MARKER: DD = SURVEY DISK
 TU0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0237_SP_SET: CONCRETE TERRACES
 TU0237_STAMPING: 331
 TU0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0237+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 TU0237
 TU0237  HISTORY     - Date     Condition        Report By
 TU0237  HISTORY     - UNK      MONUMENTED       USGS
 TU0237  HISTORY     - 1968     GOOD             NGS
 TU0237  HISTORY     - 19970615 GOOD             USPSQD
 TU0237  HISTORY     - 19990723 GOOD             USPSQD
 TU0237  HISTORY     - 20040914 GOOD             USPSQD
 TU0237
 TU0237                          STATION DESCRIPTION
 TU0237
 TU0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0237'IN WAILUKU.
 TU0237'LOCATED AT THE BASE OF THE MAIN ENTRANCE STEPS OF THE MAUI COUNTY
 TU0237'COURTHOUSE, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF HIGH AND WELLS
 TU0237'STREETS AND ACROSS HIGH STREET FROM THE POST OFFICE.  CEMENTED IN A
 TU0237'DRILL HOLE IN THE TOP OF THE LOWER ONE OF 4 CONCRETE TERRACES AT SOUTH
 TU0237'END OF STEPS, ABOUT 2 FEET HIGHER THAN SIDEWALK.
 TU0237
 TU0237                          STATION RECOVERY (1997)
 TU0237
 TU0237'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0237'RECOVERED IN GOOD CONDITION.
 TU0237
 TU0237                          STATION RECOVERY (1999)
 TU0237
 TU0237'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0237'RECOVERED IN GOOD CONDITION.
 TU0237
 TU0237                          STATION RECOVERY (2004)
 TU0237
 TU0237'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 TU0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2405 ***********************************************************************
 TU2405  DESIGNATION -  3314
 TU2405  PID         -  TU2405
 TU2405  STATE/COUNTY-  HI/HAWAII
 TU2405  USGS QUAD   -  KAU DESERT (1995)
 TU2405
 TU2405                         *CURRENT SURVEY CONTROL
 TU2405  ___________________________________________________________________
 TU2405* NAD 83(1993)-  19 21 02.76531(N)    155 16 35.19262(W)     ADJUSTED  
 TU2405* LOCAL TIDAL -      1010.1    (meters)    3314.     (feet)  VERT ANG  
 TU2405  ___________________________________________________________________
 TU2405  EPOCH DATE  -        1993.62
 TU2405  LAPLACE CORR-         -12.55  (seconds)                    DEFLEC99
 TU2405  GEOID HEIGHT-          21.45  (meters)                     GEOID03
 TU2405
 TU2405  HORZ ORDER  -  SECOND
 TU2405
 TU2405.The horizontal coordinates were established by classical geodetic methods
 TU2405.and adjusted by the National Geodetic Survey in December 1998..
 TU2405.The horizontal coordinates are valid at the epoch date displayed above.
 TU2405.The epoch date for horizontal control is a decimal equivalence
 TU2405.of Year/Month/Day.
 TU2405
 TU2405.The orthometric height was determined by vertical angle observations.
 TU2405
 TU2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2405
 TU2405.The geoid height was determined by GEOID03.
 TU2405
 TU2405;                    North         East     Units Scale Factor Converg.
 TU2405;SPC HI 1     -    57,289.778   523,488.332   MT  0.99997348   +0 04 26.7
 TU2405;UTM  05      - 2,141,214.626   260,861.756   MT  1.00030694   -0 45 16.8
 TU2405
 TU2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2405!SPC HI 1     -   0.99983787  x   0.99997348  =   0.99981135
 TU2405!UTM  05      -   0.99983787  x   1.00030694  =   1.00014476
 TU2405
 TU2405                          SUPERSEDED SURVEY CONTROL
 TU2405
 TU2405  NAD 83(1986)-  19 21 02.73937(N)    155 16 35.22734(W) AD(       ) 2
 TU2405  OLD HI      -  19 21 13.61278(N)    155 16 45.23472(W) AD(       ) 2
 TU2405
 TU2405.Superseded values are not recommended for survey control.
 TU2405.NGS no longer adjusts projects to the OLD HI datum.
 TU2405.See file dsdata.txt to determine how the superseded data were derived.
 TU2405
 TU2405_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6086241215(NAD 83)
 TU2405_MARKER: DD = SURVEY DISK
 TU2405_SETTING: 66 = SET IN ROCK OUTCROP
 TU2405
 TU2405  HISTORY     - Date     Condition        Report By
 TU2405  HISTORY     - 1920     MONUMENTED       USGS
 TU2405  HISTORY     - 1967     GOOD             CGS
 TU2405  HISTORY     - 1977     GOOD             CGS
 TU2405
 TU2405                          STATION DESCRIPTION
 TU2405
 TU2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2405'USGS BENCH MARK 3314 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 3314,
 TU2405'CEMENTED IN A DRILL HOLE IN THE SQUARE EDGED LAVA ROCK LEDGE
 TU2405'SOUTHWEST OF STATION OHALE.  IT IS 1 FOOT NORTH OF SOUTHE EDGE
 TU2405'OF LEDGE, PROJECTS 3 1/2 FEET ABOVE GROUND AND IS 2.8 FEET LOWER
 TU2405'THAN STATION PLATFORM.
 TU2405'
 TU2405'TO REACH STATION FROM THE PARK HEADQUARTERS, GO SOUTH, PASSING TO
 TU2405'LEFT OF THE VOLCANO HOUSE HOTEL, AND FOLLOW THE CRATER RIM ROAD
 TU2405'SOUTHERLY FOR 4.1 MILES TO CROSSROAD.  TURN LEFT AND GO 2.5 MILES ON
 TU2405'CHAIN OF CRATERS ROAD, TURN RIGHT ON HILINA PALI PARK ROAD AND GO
 TU2405'3.8 MILES, LEAVE PAVED ROAD ABOUT 100 YARDS BEFORE REACHING THE
 TU2405'HAIRPIN CURVE, AND GO NORTHERLY CROSS COUNTRY FOR 0.3 MILE TO END
 TU2405'OF TRUCK TRAVEL.  PACK NORTHERLY ABOUT 1/4 MILE TO STATION ON
 TU2405'HIGHEST POINT IN VICINITY.
 TU2405
 TU2405                          STATION RECOVERY (1977)
 TU2405
 TU2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1977 (LAC)
 TU2405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0690 ***********************************************************************
 TU0690  DESIGNATION -  34 USGS
 TU0690  PID         -  TU0690
 TU0690  STATE/COUNTY-  HI/KAUAI
 TU0690  USGS QUAD   -  KEKAHA (1983)
 TU0690
 TU0690                         *CURRENT SURVEY CONTROL
 TU0690  ___________________________________________________________________
 TU0690* NAD 83(1986)-  21 59 21.     (N)    159 43 37.     (W)     SCALED    
 TU0690* LOCAL TIDAL -        10.125  (meters)      33.22   (feet)  ADJ UNCH  
 TU0690  ___________________________________________________________________
 TU0690  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU0690
 TU0690  VERT ORDER  -  SECOND    CLASS 0
 TU0690
 TU0690.The horizontal coordinates were scaled from a topographic map and have
 TU0690.an estimated accuracy of +/- 6 seconds.
 TU0690
 TU0690.The orthometric height was key entered from printed documents
 TU0690.and not key verified.
 TU0690
 TU0690.The geoid height was determined by GEOID03.
 TU0690
 TU0690;                    North         East    Units  Estimated Accuracy
 TU0690;SPC HI 4     -    17,270.      476,560.      MT  (+/- 180 meters Scaled)
 TU0690
 TU0690                          SUPERSEDED SURVEY CONTROL
 TU0690
 TU0690.No superseded survey control is available for this station.
 TU0690
 TU0690_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK249318(NAD 83)
 TU0690_MARKER: DD = SURVEY DISK
 TU0690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0690_SP_SET: BRIDGE
 TU0690_STAMPING: 34
 TU0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0690
 TU0690  HISTORY     - Date     Condition        Report By
 TU0690  HISTORY     - UNK      MONUMENTED       USGS
 TU0690  HISTORY     - 1966     GOOD             NGS
 TU0690  HISTORY     - 19970107 GOOD             USPSQD
 TU0690  HISTORY     - 19980813 GOOD             USPSQD
 TU0690
 TU0690                          STATION DESCRIPTION
 TU0690
 TU0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0690'2 MI NW FROM KEKAHA.
 TU0690'1.0 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0690'HIGHWAYS 50 AND 55 AT KEKAHA, TO WHERE STATE HIGHWAY 55 TURNS RIGHT,
 TU0690'UP CANYON, THENCE STRAIGHT AHEAD, NORTHWEST, ON DIRT ROAD, FOR 1.0
 TU0690'MILE.  ALONG NORTHEAST SIDE OF ROAD AT NORTHWEST END OF THE WAIAWA
 TU0690'RESERVOIR, AT T-JUNCTION OF ROAD TO LEFT, AT BASE OF THE SOUTHEAST END
 TU0690'OF THE NORTHEAST CONCRETE BRIDGE RAIL, AND CEMENTED IN A DRILL HOLE IN
 TU0690'CONCRETE BRIDGE ABUTMENT FLUSH WITH GROUND.
 TU0690
 TU0690                          STATION RECOVERY (1997)
 TU0690
 TU0690'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0690'RECOVERED IN GOOD CONDITION.
 TU0690
 TU0690                          STATION RECOVERY (1998)
 TU0690
 TU0690'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2342 ***********************************************************************
 TU2342  DESIGNATION -  3440
 TU2342  PID         -  TU2342
 TU2342  STATE/COUNTY-  HI/HAWAII
 TU2342  USGS QUAD   -  MAKAOPUHI CRATER (1995)
 TU2342
 TU2342                         *CURRENT SURVEY CONTROL
 TU2342  ___________________________________________________________________
 TU2342* NAD 83(1993)-  19 22 17.29928(N)    155 12 19.38284(W)     ADJUSTED  
 TU2342* LOCAL TIDAL -      1048.0    (meters)    3438.     (feet)  VERT ANG  
 TU2342  ___________________________________________________________________
 TU2342  EPOCH DATE  -        1993.62
 TU2342  LAPLACE CORR-         -14.95  (seconds)                    DEFLEC99
 TU2342  GEOID HEIGHT-          20.50  (meters)                     GEOID03
 TU2342
 TU2342  HORZ ORDER  -  SECOND
 TU2342
 TU2342.The horizontal coordinates were established by classical geodetic methods
 TU2342.and adjusted by the National Geodetic Survey in December 1998..
 TU2342.The horizontal coordinates are valid at the epoch date displayed above.
 TU2342.The epoch date for horizontal control is a decimal equivalence
 TU2342.of Year/Month/Day.
 TU2342
 TU2342.The orthometric height was determined by vertical angle observations.
 TU2342
 TU2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2342
 TU2342.The geoid height was determined by GEOID03.
 TU2342
 TU2342;                    North         East     Units Scale Factor Converg.
 TU2342;SPC HI 1     -    59,592.758   530,950.288   MT  0.99997850   +0 05 51.8
 TU2342;UTM  05      - 2,143,410.062   268,358.573   MT  1.00026331   -0 43 54.6
 TU2342
 TU2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2342!SPC HI 1     -   0.99983206  x   0.99997850  =   0.99981057
 TU2342!UTM  05      -   0.99983206  x   1.00026331  =   1.00009533
 TU2342
 TU2342                          SUPERSEDED SURVEY CONTROL
 TU2342
 TU2342  NAD 83(1986)-  19 22 17.26852(N)    155 12 19.41598(W) AD(       ) 2
 TU2342  OLD HI      -  19 22 28.14356(N)    155 12 29.42077(W) AD(       ) 2
 TU2342
 TU2342.Superseded values are not recommended for survey control.
 TU2342.NGS no longer adjusts projects to the OLD HI datum.
 TU2342.See file dsdata.txt to determine how the superseded data were derived.
 TU2342
 TU2342_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6835943410(NAD 83)
 TU2342_MARKER: DD = SURVEY DISK
 TU2342_SETTING: 66 = SET IN ROCK OUTCROP
 TU2342
 TU2342  HISTORY     - Date     Condition        Report By
 TU2342  HISTORY     - 1912     MONUMENTED       USGS
 TU2342  HISTORY     - 1967     GOOD             CGS
 TU2342  HISTORY     - 1977     GOOD             CGS
 TU2342
 TU2342                          STATION DESCRIPTION
 TU2342
 TU2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2342'BENCH MARK 3440 USGS IS A U.S. GOLOGICAL SURVEY DISK, STAMPED 3440
 TU2342'1912, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE AT SHEER EDGE OF
 TU2342'CRATER RIM, ABOUT 2 FEET LOWER THAN STATION PUU HULUHULU.
 TU2342'
 TU2342'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK HEADQUARTERS
 TU2342'BUILDING, GO SOUTH AND EAST ON THE CRATER RIM ROAD FOR 3.8 MILES TO
 TU2342'A CROSSROAD.  TURN LEFT ON THE CHAIN OF CRATERS ROAD AND GO 4.8 MILES
 TU2342'TO END OF TRUCK TRAVEL AT A PARKING AREA ON LEFT AND A SIGNBOARD
 TU2342'DESCRIBING PUU HULUHULU.  PACK NORTHERLY ON GOOD TRAIL ABOUT 0.6
 TU2342'TO TOP OF CONE AND STATION.
 TU2342
 TU2342                          STATION RECOVERY (1977)
 TU2342
 TU2342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1977 (LAC)
 TU2342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2796 ***********************************************************************
 TU2796  DESIGNATION -  35 M 6845
 TU2796  PID         -  TU2796
 TU2796  STATE/COUNTY-  HI/MAUI
 TU2796  USGS QUAD   -  KILOHANA (1983)
 TU2796
 TU2796                         *CURRENT SURVEY CONTROL
 TU2796  ___________________________________________________________________
 TU2796* NAD 83(1993)-  20 46 20.69467(N)    156 14 41.46184(W)     ADJUSTED  
 TU2796* LOCAL TIDAL -      2087.34   (meters)    6848.2    (feet)  LEVELING  
 TU2796  ___________________________________________________________________
 TU2796  EPOCH DATE  -        1993.62
 TU2796  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 TU2796  GEOID HEIGHT-          17.41  (meters)                     GEOID03
 TU2796
 TU2796  HORZ ORDER  -  SECOND
 TU2796  VERT ORDER  -  THIRD ?
 TU2796
 TU2796.The horizontal coordinates were established by classical geodetic methods
 TU2796.and adjusted by the National Geodetic Survey in December 1998..
 TU2796.The horizontal coordinates are valid at the epoch date displayed above.
 TU2796.The epoch date for horizontal control is a decimal equivalence
 TU2796.of Year/Month/Day.
 TU2796
 TU2796.The orthometric height was determined by differential leveling.
 TU2796.The vertical network tie was performed by a horz. field party for horz.
 TU2796.obs reductions. Reset procedures were used to establish the elevation.
 TU2796
 TU2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2796
 TU2796.The geoid height was determined by GEOID03.
 TU2796
 TU2796;                    North         East     Units Scale Factor Converg.
 TU2796;SPC HI 2     -    48,667.030   543,921.364   MT  0.99999050   +0 08 58.6
 TU2796;UTM  04      - 2,299,407.887   786,854.518   MT  1.00061704   +0 58 40.1
 TU2796
 TU2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2796!SPC HI 2     -   0.99966928  x   0.99999050  =   0.99965979
 TU2796!UTM  04      -   0.99966928  x   1.00061704  =   1.00028612
 TU2796
 TU2796                          SUPERSEDED SURVEY CONTROL
 TU2796
 TU2796  NAD 83(1986)-  20 46 20.65306(N)    156 14 41.46725(W) AD(       ) 2
 TU2796  OLD HI      -  20 46 32.17500(N)    156 14 51.58400(W) AD(       ) 2
 TU2796
 TU2796.Superseded values are not recommended for survey control.
 TU2796.NGS no longer adjusts projects to the OLD HI datum.
 TU2796.See file dsdata.txt to determine how the superseded data were derived.
 TU2796
 TU2796_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8685599408(NAD 83)
 TU2796
 TU2796  HISTORY     - Date     Condition        Report By
 TU2796  HISTORY     - 1950     MONUMENTED       USGS
 TU2796
 TU2796                          STATION DESCRIPTION
 TU2796
 TU2796'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 TU2796'SEE STATION PUU NIANIAU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0051 ***********************************************************************
 TU0051  DESIGNATION -  359.3
 TU0051  PID         -  TU0051
 TU0051  STATE/COUNTY-  HI/HAWAII
 TU0051  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0051
 TU0051                         *CURRENT SURVEY CONTROL
 TU0051  ___________________________________________________________________
 TU0051* NAD 83(1986)-  19 37 17.     (N)    155 02 24.     (W)     SCALED    
 TU0051* LOCAL TIDAL -       109.522  (meters)     359.32   (feet)  ADJ UNCH  
 TU0051  ___________________________________________________________________
 TU0051  GEOID HEIGHT-          17.82  (meters)                     GEOID03
 TU0051
 TU0051  VERT ORDER  -  FIRST     CLASS I
 TU0051
 TU0051.The horizontal coordinates were scaled from a topographic map and have
 TU0051.an estimated accuracy of +/- 6 seconds.
 TU0051
 TU0051.The orthometric height was key entered from printed documents
 TU0051.and not key verified.
 TU0051
 TU0051.The geoid height was determined by GEOID03.
 TU0051
 TU0051;                    North         East    Units  Estimated Accuracy
 TU0051;SPC HI 1     -    87,300.      548,250.      MT  (+/- 180 meters Scaled)
 TU0051
 TU0051                          SUPERSEDED SURVEY CONTROL
 TU0051
 TU0051.No superseded survey control is available for this station.
 TU0051
 TU0051_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB860708(NAD 83)
 TU0051_MARKER: DD = SURVEY DISK
 TU0051_SETTING: 66 = SET IN ROCK OUTCROP
 TU0051_SP_SET: BEDROCK
 TU0051_STAMPING: 359.3
 TU0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0051+STABILITY: POSITION/ELEVATION WELL
 TU0051
 TU0051  HISTORY     - Date     Condition        Report By
 TU0051  HISTORY     - UNK      MONUMENTED       USGS
 TU0051  HISTORY     - 1975     GOOD             NGS
 TU0051
 TU0051                          STATION DESCRIPTION
 TU0051
 TU0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0051'IN KEAAU.
 TU0051'NORTHWEST, ACROSS MAIN STREET, FROM THE POST OFFICE AT KEAAU, IN THE
 TU0051'LAWN, IN THE FRONT OF A HOUSE AT THE NORTHEAST END OF THE KEAAU
 TU0051'CONGREGATIONAL CHURCH, 62.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 TU0051'THE KEAAU CONGREGATIONAL CHURCH, 68.4 FEET NORTHWEST OF THE NORTHEAST
 TU0051'1 OF 2 STONE GATEPOSTS, 22.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 TU0051'HOUSE, 94.8 FEET WEST-NORTHWEST OF CENTERLINE OF MAIN STREET, IN TOP
 TU0051'OF A LAVA BEDROCK 2 INCHES BELOW LEVEL OF LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1998 ***********************************************************************
 TU1998  DESIGNATION -  3655
 TU1998  PID         -  TU1998
 TU1998  STATE/COUNTY-  HI/KAUAI
 TU1998  USGS QUAD   -  MAKAHA POINT (1983)
 TU1998
 TU1998                         *CURRENT SURVEY CONTROL
 TU1998  ___________________________________________________________________
 TU1998* NAD 83(1993)-  22 04 50.48315(N)    159 39 59.08108(W)     ADJUSTED  
 TU1998* LOCAL TIDAL -      1114.0    (meters)    3655.     (feet)  VERT ANG  
 TU1998  ___________________________________________________________________
 TU1998  EPOCH DATE  -        1993.62
 TU1998  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 TU1998  GEOID HEIGHT-          16.95  (meters)                     GEOID03
 TU1998
 TU1998  HORZ ORDER  -  SECOND
 TU1998
 TU1998.The horizontal coordinates were established by classical geodetic methods
 TU1998.and adjusted by the National Geodetic Survey in December 1998..
 TU1998.The horizontal coordinates are valid at the epoch date displayed above.
 TU1998.The epoch date for horizontal control is a decimal equivalence
 TU1998.of Year/Month/Day.
 TU1998
 TU1998.The orthometric height was determined by vertical angle observations.
 TU1998
 TU1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1998
 TU1998.The geoid height was determined by GEOID03.
 TU1998
 TU1998;                    North         East     Units Scale Factor Converg.
 TU1998;SPC HI 4     -    27,398.804   482,825.893   MT  0.99999364   -0 03 45.2
 TU1998;UTM  04      - 2,441,908.528   431,250.314   MT  0.99965840   -0 15 01.9
 TU1998
 TU1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1998!SPC HI 4     -   0.99982229  x   0.99999364  =   0.99981593
 TU1998!UTM  04      -   0.99982229  x   0.99965840  =   0.99948075
 TU1998
 TU1998                          SUPERSEDED SURVEY CONTROL
 TU1998
 TU1998  NAD 83(1986)-  22 04 50.44917(N)    159 39 59.10350(W) AD(       ) 2
 TU1998  OLD HI      -  22 05 01.74600(N)    159 40 09.15900(W) AD(       ) 2
 TU1998
 TU1998.Superseded values are not recommended for survey control.
 TU1998.NGS no longer adjusts projects to the OLD HI datum.
 TU1998.See file dsdata.txt to determine how the superseded data were derived.
 TU1998
 TU1998_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3125041909(NAD 83)
 TU1998
 TU1998  HISTORY     - Date     Condition        Report By
 TU1998  HISTORY     - 1961     MONUMENTED       USGS
 TU1998
 TU1998                          STATION DESCRIPTION
 TU1998
 TU1998'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 TU1998'SEE STATION PELE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1431 ***********************************************************************
 TU1431  DESIGNATION -  387 USN 1960
 TU1431  PID         -  TU1431
 TU1431  STATE/COUNTY-  HI/HONOLULU
 TU1431  USGS QUAD   -  PEARL HARBOR (1983)
 TU1431
 TU1431                         *CURRENT SURVEY CONTROL
 TU1431  ___________________________________________________________________
 TU1431* NAD 83(1993)-  21 20 50.62269(N)    157 57 56.21157(W)     ADJUSTED  
 TU1431* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1431  ___________________________________________________________________
 TU1431  EPOCH DATE  -        1993.62
 TU1431  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 TU1431  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1431
 TU1431  HORZ ORDER  -  SECOND
 TU1431
 TU1431.The horizontal coordinates were established by classical geodetic methods
 TU1431.and adjusted by the National Geodetic Survey in December 1998..
 TU1431.The horizontal coordinates are valid at the epoch date displayed above.
 TU1431.The epoch date for horizontal control is a decimal equivalence
 TU1431.of Year/Month/Day.
 TU1431
 TU1431.The orthometric height was scaled from a topographic map.
 TU1431
 TU1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1431
 TU1431.The geoid height was determined by GEOID03.
 TU1431
 TU1431;                    North         East     Units Scale Factor Converg.
 TU1431;SPC HI 3     -    20,010.521   503,566.719   MT  0.99999016   +0 00 45.1
 TU1431;UTM  04      - 2,360,948.065   607,256.075   MT  0.99974215   +0 22 35.7
 TU1431
 TU1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1431!SPC HI 3     -   0.99999708  x   0.99999016  =   0.99998724
 TU1431!UTM  04      -   0.99999708  x   0.99974215  =   0.99973923
 TU1431
 TU1431:                Primary Azimuth Mark                     Grid Az
 TU1431:SPC HI 3     -  214                                      065 23 23.1
 TU1431:UTM  04      -  214                                      065 01 32.5
 TU1431
 TU1431|---------------------------------------------------------------------|
 TU1431| PID    Reference Object                     Distance      Geod. Az  |
 TU1431|                                                           dddmmss.s |
 TU1431| TU1423 214                                 APPROX. 0.5 KM 0652408.2 |
 TU1431| TU1430 246                                 178.780 METERS 16601     |
 TU1431|---------------------------------------------------------------------|
 TU1431
 TU1431                          SUPERSEDED SURVEY CONTROL
 TU1431
 TU1431  NAD 83(1986)-  21 20 50.57175(N)    157 57 56.22154(W) AD(       ) 2
 TU1431  OLD HI      -  21 21 01.94200(N)    157 58 06.09800(W) AD(       ) 2
 TU1431
 TU1431.Superseded values are not recommended for survey control.
 TU1431.NGS no longer adjusts projects to the OLD HI datum.
 TU1431.See file dsdata.txt to determine how the superseded data were derived.
 TU1431
 TU1431_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0725660948(NAD 83)
 TU1431_MARKER: Z = SEE DESCRIPTION
 TU1431_SETTING: 0 = UNSPECIFIED SETTING
 TU1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU1431+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 TU1431
 TU1431  HISTORY     - Date     Condition        Report By
 TU1431  HISTORY     - 1960     MONUMENTED       USN
 TU1431  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1431  HISTORY     - 20030709 GOOD             GEOCAC
 TU1431
 TU1431                          STATION DESCRIPTION
 TU1431
 TU1431'DESCRIBED BY US NAVY 1960 (WRP)
 TU1431'NO REFERENCE MARKS ESTABLISHED.
 TU1431'
 TU1431'STATION IS LOCATED ON THE TOP OF BUILDING 387, IN THE PEARL
 TU1431'HARBOR SHIPYARD.
 TU1431'
 TU1431'THE STATION MARK IS A BRONZE TABLET FASTENED TO THE EAST CORNER
 TU1431'OF THE ROOF OPENING.  THE TABLET IS STAMPED 387.
 TU1431
 TU1431                          STATION RECOVERY (1964)
 TU1431
 TU1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1431'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 TU1431
 TU1431                          STATION RECOVERY (2003)
 TU1431
 TU1431'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0100 ***********************************************************************
 TU0100  DESIGNATION -  3973
 TU0100  PID         -  TU0100
 TU0100  STATE/COUNTY-  HI/HAWAII
 TU0100  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0100
 TU0100                         *CURRENT SURVEY CONTROL
 TU0100  ___________________________________________________________________
 TU0100* NAD 83(1993)-  19 25 47.29198(N)    155 15 32.23338(W)     ADJUSTED  
 TU0100* LOCAL TIDAL -      1211.6    (meters)    3975.     (feet)  VERT ANG  
 TU0100  ___________________________________________________________________
 TU0100  EPOCH DATE  -        1993.62
 TU0100  LAPLACE CORR-         -14.39  (seconds)                    DEFLEC99
 TU0100  GEOID HEIGHT-          22.55  (meters)                     GEOID03
 TU0100
 TU0100  HORZ ORDER  -  FIRST
 TU0100
 TU0100.The horizontal coordinates were established by classical geodetic methods
 TU0100.and adjusted by the National Geodetic Survey in December 1998..
 TU0100.The horizontal coordinates are valid at the epoch date displayed above.
 TU0100.The epoch date for horizontal control is a decimal equivalence
 TU0100.of Year/Month/Day.
 TU0100
 TU0100.The orthometric height was determined by vertical angle observations.
 TU0100
 TU0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0100
 TU0100.The geoid height was determined by GEOID03.
 TU0100
 TU0100;                    North         East     Units Scale Factor Converg.
 TU0100;SPC HI 1     -    66,040.956   525,313.588   MT  0.99997458   +0 04 48.7
 TU0100;UTM  05      - 2,149,941.287   262,814.281   MT  1.00029544   -0 45 06.5
 TU0100
 TU0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0100!SPC HI 1     -   0.99980603  x   0.99997458  =   0.99978062
 TU0100!UTM  05      -   0.99980603  x   1.00029544  =   1.00010142
 TU0100
 TU0100|---------------------------------------------------------------------|
 TU0100| PID    Reference Object                     Distance      Geod. Az  |
 TU0100|                                                           dddmmss.s |
 TU0100| CN6181 VOLCANO HOUSE FLAG RM 1              12.324 METERS 04137     |
 TU0100| CN6182 VOLCANO HOUSE FLAG RM 3               8.588 METERS 13626     |
 TU0100| TU2382 4088                                APPROX. 3.1 KM 2514433.8 |
 TU0100|---------------------------------------------------------------------|
 TU0100
 TU0100                          SUPERSEDED SURVEY CONTROL
 TU0100
 TU0100  NAD 83(1986)-  19 25 47.26889(N)    155 15 32.27008(W) AD(       ) 1
 TU0100  OLD HI      -  19 25 58.15452(N)    155 15 42.26716(W) AD(       ) 1
 TU0100
 TU0100.Superseded values are not recommended for survey control.
 TU0100.NGS no longer adjusts projects to the OLD HI datum.
 TU0100.See file dsdata.txt to determine how the superseded data were derived.
 TU0100
 TU0100_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6281449941(NAD 83)
 TU0100_MARKER: DD = SURVEY DISK
 TU0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0100_SP_SET: PLATFORM
 TU0100_STAMPING: 3973 1912
 TU0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0100
 TU0100  HISTORY     - Date     Condition        Report By
 TU0100  HISTORY     - 1949     MONUMENTED       CGS
 TU0100  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU0100  HISTORY     - 1975     GOOD             NGS
 TU0100  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU0100  HISTORY     - 20020516 GOOD             GEOCAC
 TU0100
 TU0100                          STATION DESCRIPTION
 TU0100
 TU0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU0100'THE ORIGINAL STATION, IRON RING BOLT IN GROUND ON EAST SIDE OF
 TU0100'CONCRETE MONUMENT, WAS NOT RECOVERED.  NO INFORMATION*IS AVAILABLE
 TU0100'AS TO HOW THE U.S. GEOLOGICAL SURVEY DISK WAS ESTABLISHED.  TWO
 TU0100'1/2 INCH PIPES SET IN CONCRETE WERE RECOVERED AND ARE BELIEVED TO
 TU0100'BE REFERENCE MARKS, HOWEVER, THEY WERE BOTH LOOSE AND WERE NOT
 TU0100'CUT IN.  TWO STANDARD REFERENCE DISKS WERE ESTABLISHED.  A NEW
 TU0100'DESCRIPTION FOLLOWS--
 TU0100'
 TU0100'THE STATION IS LOCATED ABOUT 100 YARDS NORTHWEST OF THE VOLCANO
 TU0100'HOUSE HOTEL, ABOUT 200 YARDS WEST OF THE HAWAIIAN NATIONAL PARK
 TU0100'HEADQUARTERS, ABOUT 150 YARDS SOUTH OF A NUMBER OF LARGE WOODEN
 TU0100'WATER TANKS, 22 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 TU0100'WHICH RUNS BETWEEN HILO AND NAALEHU, 10 FEET NORTH OF A PAVED
 TU0100'FOOT TRAIL WHICH RUNS BETWEEN THE VOLCANO HOUSE HOTEL AND THE
 TU0100'HIGHWAY AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
 TU0100'
 TU0100'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED 3973
 TU0100'1912, SET IN THE TOP OF A CONCRETE MONUMENT WHICH HAS A BASE OF
 TU0100'5.6 FEET BY 3.7 FEET AND RISES IN TERRACES TO A HEIGHT OF 4.6 FEET.
 TU0100'
 TU0100'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED VOLCANO HOUSE
 TU0100'FLAG NO 2 1949, SET IN THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS
 TU0100'ABOUT 6 INCHES.  IT IS LOCATED 31 FEET SOUTH OF THE CENTERLINE OF
 TU0100'THE HIGHWAY AND 13 FEET NORTH OF A PAVED FOOT PATH.  IT IS ABOUT
 TU0100'1 FOOT LOWER THAN THE STATION.
 TU0100'
 TU0100'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED VOLCANO
 TU0100'HOUSE FLAG NO 1 1949, SET IN THE TOP OF A 2-1/2 INCH PIPE WHICH
 TU0100'PROJECTS ABOUT 6 INCHES.  IT IS LOCATED ABOUT 19 FEET NORTH OF THE
 TU0100'CENTERLINE OF THE HIGHWAY AND ABOUT 4 FEET LOWER THAN THE STATION.
 TU0100
 TU0100                          STATION RECOVERY (1967)
 TU0100
 TU0100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU0100'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN GOOD
 TU0100'CONDITION.  REFERENCE MARK NUMBER TWO WAS FOUND DESTROYED, SO A
 TU0100'NEW REFERENCE MARK, NUMBER THREE, WAS ESTABLISHED.  THE LINE OF
 TU0100'SIGHT TO THE K.M.C. FLAGPOLE IS NOW BLOCKED BY A DISTANT TREE.  A
 TU0100'COMPLETE DESCRIPTION FOLLOWS--
 TU0100'
 TU0100'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ALONG
 TU0100'THE SOUTHWEST SIDE OF THE CRATER RIM ROAD, ABOUT 600 FEET WEST OF
 TU0100'THE PARK HEADQUARTERS BUILDING AND 250 FEET NORTH-NORTHWEST OF THE
 TU0100'VOLCANO HOUSE HOTEL, ON THE CUTBANK WHERE THE HIGHWAY BEGINS
 TU0100'DROPPING DOWNGRADE AFTER LEAVING THE PARK HEADQUARTERS, GOING
 TU0100'WEST.
 TU0100'
 TU0100'TO REACH STATION FROM THE PARK HEADQUARTERS BUILDING, GO WESTERLY
 TU0100'ON THE CRATER RIM ROAD FOR 0.15 MILE TO STATION ON LEFT.
 TU0100'
 TU0100'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 3973 1912,
 TU0100'SET IN THE TOP OF A CONCRETE MONUMENT EXTENDING ABOUT 5 FEET ABOVE
 TU0100'GROUND AND BUILT UP IN 4 TERRACED SECTIONS, BEGINNING WITH A
 TU0100'4 X 6-FOOT CONCRETE PLATFORM THAT PROJECTS 2 FEET ABOVE GROUND,
 TU0100'AND ENDING WITH A 12-INCH CONCRETE BLOCK IN WHICH THE MARK IS
 TU0100'SET.  STATION IS 21 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 TU0100'8.5 FEET NORTHEAST OF A MACADAM FOOTPATH, 44 FEET SOUTHEAST OF A
 TU0100'JOG IN THE FOOTPATH BY A SIGNBOARD, WHERE THE TRAIL DROPS DOWN
 TU0100'STEEPLY TO THE LEFT.
 TU0100'
 TU0100'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED VOLCANO HOUSE
 TU0100'FLAG NO 1 1949, CEMENTED IN THE TOP OF A 2-INCH IRON PIPE THAT
 TU0100'PROJECTS 4 INCHES FROM GROUND.  IT IS ACROSS HIGHWAY FROM STATION
 TU0100'MARK, 19.8 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 12 FEET
 TU0100'SOUTHWEST OF A MACADAM FOOTPATH, ABOUT 8 FEET HIGHER THAN HIGHWAY
 TU0100'AND 3.1 FEET LOWER THAN STATION MARK.
 TU0100'
 TU0100'REFERENCE MARK NUMBER THREE IS A STANDARD DISK CEMENTED VOLCANO
 TU0100'HOUSE FLAG 1949 NO 3 1967, CEMENTED IN THE TOP OF A 2-INCH IRON
 TU0100'PIPE THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS ON SAME
 TU0100'CUTBANK AS STATION MARK, 8 FEET NORTHEST OF THE FOOTPATH, 1 FOOT
 TU0100'NORTHWEST OF A CLUMP OF OHIA AND ABOUT 1 FOOT LOWER THAN STATION
 TU0100'MARK.
 TU0100
 TU0100                          STATION RECOVERY (1975)
 TU0100
 TU0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TU0100'2.25 MI SW FROM VOLCANO.
 TU0100'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0100'POST OFFICE IN VOLCANO, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY
 TU0100'11, THENCE 0.45 MILE SOUTH ON CRATER RIM ROAD, 0.10 MILE SOUTHWEST
 TU0100'FROM THE NATIONAL PARK HEADQUARTERS TO THE MARK ON LEFT AND ON A
 TU0100'MONUMENT THAT IS BUILT UP IN 4 TERRACED SECTIONS, BEGINNING WITH A 4X6
 TU0100'CONCRETE PLATFORM, PROJECTING 2 FEET AND ENDING WITH A 12- INCH
 TU0100'CONCRETE BLOCK, 21.0 FEET SOUTHWEST OF CENTERLINE OF RIM ROAD, 9.5
 TU0100'FEET NORTHEAST OF CENTERLINE OF A ASPHALT PATH, AND ON A CUTBANK 8
 TU0100'FEET ABOVE ROAD.
 TU0100
 TU0100                          STATION RECOVERY (1977)
 TU0100
 TU0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU0100'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE FOUND
 TU0100'AS DESCRIBED AND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 TU0100'TO THE MARKS COMPARED FAVORABLY WITH THE 1967 VALUES.
 TU0100'
 TU0100'THE 1967 RECOVERY NOTE IS GOOD.
 TU0100'
 TU0100'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 TU0100'
 TU0100'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0100'IN VOLCANO NATIONAL PARK.
 TU0100
 TU0100                          STATION RECOVERY (2002)
 TU0100
 TU0100'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 TU0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0343 ***********************************************************************
 TU0343  DESIGNATION -  4 1
 TU0343  PID         -  TU0343
 TU0343  STATE/COUNTY-  HI/HONOLULU
 TU0343  USGS QUAD   -  KOKO HEAD (1983)
 TU0343
 TU0343                         *CURRENT SURVEY CONTROL
 TU0343  ___________________________________________________________________
 TU0343* NAD 83(1993)-  21 18 47.30291(N)    157 39 40.71522(W)     ADJUSTED  
 TU0343* LOCAL TIDAL -        15.181  (meters)      49.81   (feet)  ADJ UNCH  
 TU0343  ___________________________________________________________________
 TU0343  EPOCH DATE  -        1993.62
 TU0343  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 TU0343  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0343
 TU0343  HORZ ORDER  -  SECOND
 TU0343  VERT ORDER  -  FIRST     CLASS II
 TU0343
 TU0343.The horizontal coordinates were established by classical geodetic methods
 TU0343.and adjusted by the National Geodetic Survey in December 1998..
 TU0343.The horizontal coordinates are valid at the epoch date displayed above.
 TU0343.The epoch date for horizontal control is a decimal equivalence
 TU0343.of Year/Month/Day.
 TU0343
 TU0343.The orthometric height was key entered from printed documents
 TU0343.and not key verified.
 TU0343
 TU0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0343
 TU0343.The geoid height was determined by GEOID03.
 TU0343
 TU0343;                    North         East     Units Scale Factor Converg.
 TU0343;SPC HI 3     -    16,255.105   535,139.589   MT  1.00000525   +0 07 23.2
 TU0343;UTM  04      - 2,357,393.932   638,845.596   MT  0.99983822   +0 29 11.9
 TU0343
 TU0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0343!SPC HI 3     -   0.99999520  x   1.00000525  =   1.00000045
 TU0343!UTM  04      -   0.99999520  x   0.99983822  =   0.99983342
 TU0343
 TU0343                          SUPERSEDED SURVEY CONTROL
 TU0343
 TU0343  NAD 83(1986)-  21 18 47.25274(N)    157 39 40.72305(W) AD(       ) 2
 TU0343  OLD HI      -  21 18 58.66119(N)    157 39 50.59269(W) AD(       ) 2
 TU0343
 TU0343.Superseded values are not recommended for survey control.
 TU0343.NGS no longer adjusts projects to the OLD HI datum.
 TU0343.See file dsdata.txt to determine how the superseded data were derived.
 TU0343
 TU0343_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3884657394(NAD 83)
 TU0343_MARKER: DE = TRAVERSE STATION DISK
 TU0343_SETTING: 66 = SET IN ROCK OUTCROP
 TU0343_SP_SET: LAVA ROCK
 TU0343_STAMPING: 4-1 1969
 TU0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0343+STABILITY: POSITION/ELEVATION WELL
 TU0343
 TU0343  HISTORY     - Date     Condition        Report By
 TU0343  HISTORY     - 1969     MONUMENTED       HIGS
 TU0343  HISTORY     - 1969     GOOD             NGS
 TU0343
 TU0343                          STATION DESCRIPTION
 TU0343
 TU0343'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0343'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 TU0343'AT WAIMANALO, AT THE ENTRANCE TO THE MAKAPUU BEACH PARK, DIRECTLY
 TU0343'ACROSS THE HIGHWAY FROM THE ENTRANCE TO THE SEA LIFE PARK, IN THE
 TU0343'TOP OF A LAVA ROCK OUTCROP, 112.5 FEET EAST-NORTHEAST OF THE
 TU0343'CENTER LINE OF THE HIGHWAY, 30 FEET EAST-NORTHEAST OF THE CENTER
 TU0343'LINE OF THE PARK ROAD, 73.3 FEET NORTH OF THE EAST CORNER OF A
 TU0343'LARGE LAVA ROCK REST ROOM AND SHOWER BUILDING, 15.9 FEET
 TU0343'NORTHEAST OF AN IRON POLE WITH A NO PARKING SIGN, AND ABOUT 2
 TU0343'FEET HIGHER THAN THE ROAD.
 TU0343
 TU0343                          STATION RECOVERY (1969)
 TU0343
 TU0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0343'2.95 MI SE FROM WAIMANALO.
 TU0343'2.95 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0343'WAIMANALO, AT THE ENTRANCE TO THE MAKAPUU BEACH PARK, DIRECTLY ACROSS
 TU0343'THE HIGHWAY FROM THE ENTRANCE TO THE SEA LIFE PARK, IN THE TOP OF A
 TU0343'LAVA ROCK OUTCROP, 112.5 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 TU0343'HIGHWAY, 30 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE PARK ROAD,
 TU0343'73.3 FEET NORTH OF THE EAST CORNER OF A LARGE LAVA ROCK REST ROOM AND
 TU0343'SHOWER BUILDING, 15.9 FEET NORTHEAST OF AN IRON POLE WITH A NO PARKING
 TU0343'SIGN, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0363 ***********************************************************************
 TU0363  DESIGNATION -  4 10
 TU0363  PID         -  TU0363
 TU0363  STATE/COUNTY-  HI/HONOLULU
 TU0363  USGS QUAD   -  MOKAPU (1983)
 TU0363
 TU0363                         *CURRENT SURVEY CONTROL
 TU0363  ___________________________________________________________________
 TU0363* NAD 83(1993)-  21 22 50.16563(N)    157 45 20.55885(W)     ADJUSTED  
 TU0363* LOCAL TIDAL -        37.729  (meters)     123.78   (feet)  ADJ UNCH  
 TU0363  ___________________________________________________________________
 TU0363  EPOCH DATE  -        1993.62
 TU0363  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 TU0363  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU0363
 TU0363  HORZ ORDER  -  SECOND
 TU0363  VERT ORDER  -  FIRST     CLASS II
 TU0363
 TU0363.The horizontal coordinates were established by classical geodetic methods
 TU0363.and adjusted by the National Geodetic Survey in December 1998..
 TU0363.The horizontal coordinates are valid at the epoch date displayed above.
 TU0363.The epoch date for horizontal control is a decimal equivalence
 TU0363.of Year/Month/Day.
 TU0363
 TU0363.The orthometric height was key entered from printed documents
 TU0363.and not key verified.
 TU0363
 TU0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0363
 TU0363.The geoid height was determined by GEOID03.
 TU0363
 TU0363;                    North         East     Units Scale Factor Converg.
 TU0363;SPC HI 3     -    23,706.453   525,333.706   MT  0.99999793   +0 05 20.6
 TU0363;UTM  04      - 2,364,781.492   628,994.332   MT  0.99980562   +0 27 13.3
 TU0363
 TU0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0363!SPC HI 3     -   0.99999156  x   0.99999793  =   0.99998949
 TU0363!UTM  04      -   0.99999156  x   0.99980562  =   0.99979718
 TU0363
 TU0363                          SUPERSEDED SURVEY CONTROL
 TU0363
 TU0363  NAD 83(1986)-  21 22 50.11552(N)    157 45 20.56678(W) AD(       ) 2
 TU0363  OLD HI      -  21 23 01.52969(N)    157 45 30.44573(W) AD(       ) 2
 TU0363
 TU0363.Superseded values are not recommended for survey control.
 TU0363.NGS no longer adjusts projects to the OLD HI datum.
 TU0363.See file dsdata.txt to determine how the superseded data were derived.
 TU0363
 TU0363_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2899464781(NAD 83)
 TU0363_MARKER: DE = TRAVERSE STATION DISK
 TU0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0363_STAMPING: 4-10 1969
 TU0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0363+STABILITY: SURFACE MOTION
 TU0363
 TU0363  HISTORY     - Date     Condition        Report By
 TU0363  HISTORY     - 1969     MONUMENTED       CGS
 TU0363  HISTORY     - 1969     GOOD             NGS
 TU0363  HISTORY     - 1983     GOOD             USCG
 TU0363
 TU0363                          STATION DESCRIPTION
 TU0363
 TU0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0363'STATION IS LOCATED IN POHAKAPU, KAILUA IN MEDIAL STRIP SOUTHEAST
 TU0363'OF THE INTERSECTION OF KAILUA ROAD AND KALANIANAOLE HIGHWAY,
 TU0363'OPPOSITE THE CASTLE HOSPITAL AND CHRIST PRESBYTERIAN CHURCH.
 TU0363'
 TU0363'STATION MARK IS STANDARD STATE SURVEY DISK STAMPED 4-10 1969 IN
 TU0363'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL, IN MEDIAL STRIP OF
 TU0363'KALANIANAOLE HIGHWAY.  TIES FROM STATION ARE--N.W. 94.9 FT. TO
 TU0363'TRAFFIC LIGHT AT NORTHWEST END OF MEDIAL STRIP.  N.E. 11.01 FT. TO
 TU0363'+ IN CONCRETE CURB OF MEDIAL STRIP.  S.E. 18.135 FT. TO + IN
 TU0363'CONCRETE CURB OF MEDIAL STRIP AND W. 16.79 FT. TO + IN CONCRETE
 TU0363'CURB OF MEDIAL STRIP.
 TU0363'
 TU0363'SUB-SURFACE MARK IS IDENTICAL WITH STATION, IN CONCRETE MONUMENT
 TU0363'2.7 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP MONUMENT BY A
 TU0363'LAYER OF SAND.
 TU0363'
 TU0363'GEODIMETER CONNECTION WAS MADE BETWEEN PUU O EHU AND STATE
 TU0363'SURVEY 4-10.
 TU0363'
 TU0363'THIS STATION IS ALSO BENCH MARK 4-10 (SS) OF THE 1969 FIRST
 TU0363'ORDER LEVELS.
 TU0363
 TU0363                          STATION RECOVERY (1969)
 TU0363
 TU0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0363'5.6 MI NW FROM WAIMANALO.
 TU0363'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0363'WAIMANALO, 1.3 MILES SOUTHWEST ALONG KAILUA ROAD FROM THE POST OFFICE
 TU0363'AT KAILUA 156.7 FEET SOUTHEAST OF THE CENTER OF A 7-INCH IRON CAP
 TU0363'MARKED CITY SURVEY MONUMENT WHICH IS IN THE CENTER OF THE JUNCTION OF
 TU0363'HIGHWAY 61 AND KAILUA ROAD, 24.0 FEET NORTHEAST OF THE CENTER LINE OF
 TU0363'THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 23.9 FEET SOUTHWEST OF THE
 TU0363'CENTER LINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 94.9 FEET
 TU0363'SOUTHEAST OF A TRAFFIC WHICH IS IN THE MEDIAN OF HIGHWAY 72, ABOUT 1/2
 TU0363'FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST IN
 TU0363'THE MEDIAN OF THE HIGHWAY FLUSH WITH THE GROUND.
 TU0363
 TU0363                          STATION RECOVERY (1983)
 TU0363
 TU0363'RECOVERY NOTE BY US COAST GUARD 1983 (MMB)
 TU0363'4-10-1969 RECOVERED GOOD.
 TU0363'
 TU0363'STATION RECOVERED IN GOOD CONDITION - DESCRIPTION IN 1969 IS
 TU0363'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0366 ***********************************************************************
 TU0366  DESIGNATION -  4 11
 TU0366  PID         -  TU0366
 TU0366  STATE/COUNTY-  HI/HONOLULU
 TU0366  USGS QUAD   -  KANEOHE (1983)
 TU0366
 TU0366                         *CURRENT SURVEY CONTROL
 TU0366  ___________________________________________________________________
 TU0366* NAD 83(1993)-  21 22 37.60974(N)    157 47 00.11912(W)     ADJUSTED  
 TU0366* LOCAL TIDAL -        97.913  (meters)     321.24   (feet)  ADJ UNCH  
 TU0366  ___________________________________________________________________
 TU0366  EPOCH DATE  -        1993.62
 TU0366  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 TU0366  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0366
 TU0366  HORZ ORDER  -  SECOND
 TU0366  VERT ORDER  -  FIRST     CLASS II
 TU0366
 TU0366.The horizontal coordinates were established by classical geodetic methods
 TU0366.and adjusted by the National Geodetic Survey in December 1998..
 TU0366.The horizontal coordinates are valid at the epoch date displayed above.
 TU0366.The epoch date for horizontal control is a decimal equivalence
 TU0366.of Year/Month/Day.
 TU0366
 TU0366.The orthometric height was key entered from printed documents
 TU0366.and not key verified.
 TU0366
 TU0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0366
 TU0366.The geoid height was determined by GEOID03.
 TU0366
 TU0366;                    North         East     Units Scale Factor Converg.
 TU0366;SPC HI 3     -    23,316.079   522,466.235   MT  0.99999623   +0 04 44.3
 TU0366;UTM  04      - 2,364,372.959   626,129.965   MT  0.99979659   +0 26 36.7
 TU0366
 TU0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0366!SPC HI 3     -   0.99998208  x   0.99999623  =   0.99997831
 TU0366!UTM  04      -   0.99998208  x   0.99979659  =   0.99977867
 TU0366
 TU0366                          SUPERSEDED SURVEY CONTROL
 TU0366
 TU0366  NAD 83(1986)-  21 22 37.55937(N)    157 47 00.12735(W) AD(       ) 2
 TU0366  OLD HI      -  21 22 48.97190(N)    157 47 10.00675(W) AD(       ) 2
 TU0366
 TU0366.Superseded values are not recommended for survey control.
 TU0366.NGS no longer adjusts projects to the OLD HI datum.
 TU0366.See file dsdata.txt to determine how the superseded data were derived.
 TU0366
 TU0366_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2613064373(NAD 83)
 TU0366_MARKER: DD = SURVEY DISK
 TU0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0366_STAMPING: 4-11 1969
 TU0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0366+STABILITY: SURFACE MOTION
 TU0366
 TU0366  HISTORY     - Date     Condition        Report By
 TU0366  HISTORY     - 1969     MONUMENTED       CGS
 TU0366  HISTORY     - 1969     GOOD             NGS
 TU0366  HISTORY     - 1983     GOOD             USCG
 TU0366
 TU0366                          STATION DESCRIPTION
 TU0366
 TU0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0366'STATION IS LOCATED IN KANEOHE DISTRICT ON THE SOUTHWEST SIDE OF
 TU0366'KAMEHAMEHA HIGHWAY ON THE NORTHWEST SIDE OF ENTRANCE ROAD TO THE
 TU0366'PALI GOLF COURSE.  TO REACH STATION FROM THE INTERSECTION OF PALI
 TU0366'HIGHWAY, KALANIANAOLE HIGHWAY AND KAMEHAMEHA HIGHWAY GO NORTHWEST
 TU0366'FOR 0.12 MILE AND STATION ON LEFT NEAR GOLF COURSE BOUNDARY FENCE
 TU0366'AT TOP OF BANK.
 TU0366'
 TU0366'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 4-11 1969
 TU0366'IN CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.  TIES FROM STATION
 TU0366'ARE--S.W. 4.12 FT. TO CHAIN LINK FENCE.  E. 18.5 FT. TO ELECTRIC
 TU0366'POLE 12.  S. 46.7 FT. TO CORNER OF CHAIN LINK FENCE.  S.E. 123.4
 TU0366'FT. TO CENTER OF MEDIAL STRIP AT ENTRANCE TO PALI GOLF COURSE,
 TU0366'N.E. 42.5 FT. TO EDGE OF PAVEMENT.
 TU0366'
 TU0366'SUB-SURFACE MARK IS IDENTICAL WITH STATION IN CONCRETE MONUMENT
 TU0366'2.2 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP MONUMENT BY A
 TU0366'LAYER OF SAND.
 TU0366'
 TU0366'GEODIMETER CONNECTION WAS MADE BETWEEN KAILUA 1872 1969 AND
 TU0366'STATE SURVEY 4-11.
 TU0366'
 TU0366'THIS STATION IS ALSO BENCH MARK 4-11 (SS) OF THE 1969 FIRST
 TU0366'ORDER OF LEVELS.
 TU0366
 TU0366                          STATION RECOVERY (1969)
 TU0366
 TU0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0366'3.45 MI SE FROM KANEOHE.
 TU0366'3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0366'KANEOHE, 0.2 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 61, AT
 TU0366'THE JUNCTION OF A PAVED ROAD SOUTHWEST TO THE PALI GOLF COURSE, 54.9
 TU0366'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST BOUND LANES OF THE
 TU0366'HIGHWAY, 4.0 FEET NORTHEAST OF A MESH-WIRE FENCE, 18.7 FEET WEST OF
 TU0366'TELEPHONE POLE 12 WITH TWO GUY WIRES, 46.8 FEET NORTHWEST OF A FENCE
 TU0366'CORNER POST, 125 1/2 FEET NORTHWEST OF PALI GOLF COURSE SIGN, AND SET
 TU0366'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0366
 TU0366                          STATION RECOVERY (1983)
 TU0366
 TU0366'RECOVERY NOTE BY US COAST GUARD 1983 (MMB)
 TU0366'4-11-1969 RECOVERED GOOD.
 TU0366'
 TU0366'STATION RECOVERED IN GOOD CONDITION - DESCRIPTION IN 1969 IS
 TU0366'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0369 ***********************************************************************
 TU0369  DESIGNATION -  4 19
 TU0369  PID         -  TU0369
 TU0369  STATE/COUNTY-  HI/HONOLULU
 TU0369  USGS QUAD   -  KANEOHE (1983)
 TU0369
 TU0369                         *CURRENT SURVEY CONTROL
 TU0369  ___________________________________________________________________
 TU0369* NAD 83(1993)-  21 24 10.80570(N)    157 47 57.91100(W)     ADJUSTED  
 TU0369* LOCAL TIDAL -        36.657  (meters)     120.27   (feet)  ADJ UNCH  
 TU0369  ___________________________________________________________________
 TU0369  EPOCH DATE  -        1993.62
 TU0369  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 TU0369  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU0369
 TU0369  HORZ ORDER  -  SECOND
 TU0369  VERT ORDER  -  FIRST     CLASS II
 TU0369
 TU0369.The horizontal coordinates were established by classical geodetic methods
 TU0369.and adjusted by the National Geodetic Survey in December 1998..
 TU0369.The horizontal coordinates are valid at the epoch date displayed above.
 TU0369.The epoch date for horizontal control is a decimal equivalence
 TU0369.of Year/Month/Day.
 TU0369
 TU0369.The orthometric height was key entered from printed documents
 TU0369.and not key verified.
 TU0369
 TU0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0369
 TU0369.The geoid height was determined by GEOID03.
 TU0369
 TU0369;                    North         East     Units Scale Factor Converg.
 TU0369;SPC HI 3     -    26,180.203   520,797.744   MT  0.99999534   +0 04 23.5
 TU0369;UTM  04      - 2,367,225.827   624,443.614   MT  0.99979136   +0 26 17.4
 TU0369
 TU0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0369!SPC HI 3     -   0.99999171  x   0.99999534  =   0.99998705
 TU0369!UTM  04      -   0.99999171  x   0.99979136  =   0.99978307
 TU0369
 TU0369                          SUPERSEDED SURVEY CONTROL
 TU0369
 TU0369  NAD 83(1986)-  21 24 10.75563(N)    157 47 57.91922(W) AD(       ) 2
 TU0369  OLD HI      -  21 24 22.17131(N)    157 48 07.80183(W) AD(       ) 2
 TU0369
 TU0369.Superseded values are not recommended for survey control.
 TU0369.NGS no longer adjusts projects to the OLD HI datum.
 TU0369.See file dsdata.txt to determine how the superseded data were derived.
 TU0369
 TU0369_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2444467226(NAD 83)
 TU0369_MARKER: DB = BENCH MARK DISK
 TU0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0369_SP_SET: SIDEWALK
 TU0369_STAMPING: 4-19 1969
 TU0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0369
 TU0369  HISTORY     - Date     Condition        Report By
 TU0369  HISTORY     - 1969     MONUMENTED       HIGS
 TU0369  HISTORY     - 1969     GOOD             NGS
 TU0369
 TU0369                          STATION DESCRIPTION
 TU0369
 TU0369'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0369'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE
 TU0369'AT KANEOHE, IN THE SOUTHWEST CORNER OF A TRIANGLE FORMED BY THE
 TU0369'INTERSECTION OF THE HIGHWAY AND KANEOHE BAY DRIVE, IN THE TOP OF A
 TU0369'CONCRETE SIDEWALK, 17.4 FEET EAST OF THE EAST CURB OF THE HIGHWAY,
 TU0369'8.2 FEET NORTH OF THE SOUTH CURB OF THE DRIVE, 12.3 FEET EAST OF
 TU0369'A TRAFFIC LIGHT, 39.4 FEET SOUTH OF TELEPHONE POLE 43, AND
 TU0369'ABOUT 1/2 FOOT ABOVE THE HIGHWAY.
 TU0369
 TU0369                          STATION RECOVERY (1969)
 TU0369
 TU0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0369'1.25 MI SE FROM KANEOHE.
 TU0369'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0369'KANEOHE, IN THE SOUTHWEST CORNER OF A TRIANGLE FORMED BY THE
 TU0369'INTERSECTION OF THE HIGHWAY AND KANEOHE BAY DRIVE, IN THE TOP OF A
 TU0369'CONCRETE SIDEWALK, 17.4 FEET EAST OF THE EAST CURB OF THE HIGHWAY, 8.2
 TU0369'FEET NORTH OF THE SOUTH CURB OF THE DRIVE, 12.3 FEET EAST OF A TRAFFIC
 TU0369'LIGHT, 39.4 FEET SOUTH OF TELEPHONE POLE 43, AND ABOUT 1/2 FOOT ABOVE
 TU0369'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0351 ***********************************************************************
 TU0351  DESIGNATION -  4 2
 TU0351  PID         -  TU0351
 TU0351  STATE/COUNTY-  HI/HONOLULU
 TU0351  USGS QUAD   -  KOKO HEAD (1983)
 TU0351
 TU0351                         *CURRENT SURVEY CONTROL
 TU0351  ___________________________________________________________________
 TU0351* NAD 83(1993)-  21 19 48.37479(N)    157 41 29.70928(W)     ADJUSTED  
 TU0351* LOCAL TIDAL -         4.904  (meters)      16.09   (feet)  ADJ UNCH  
 TU0351  ___________________________________________________________________
 TU0351  EPOCH DATE  -        1993.62
 TU0351  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 TU0351  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU0351
 TU0351  HORZ ORDER  -  SECOND
 TU0351  VERT ORDER  -  FIRST     CLASS II
 TU0351
 TU0351.The horizontal coordinates were established by classical geodetic methods
 TU0351.and adjusted by the National Geodetic Survey in December 1998..
 TU0351.The horizontal coordinates are valid at the epoch date displayed above.
 TU0351.The epoch date for horizontal control is a decimal equivalence
 TU0351.of Year/Month/Day.
 TU0351
 TU0351.The orthometric height was key entered from printed documents
 TU0351.and not key verified.
 TU0351
 TU0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0351
 TU0351.The geoid height was determined by GEOID03.
 TU0351
 TU0351;                    North         East     Units Scale Factor Converg.
 TU0351;SPC HI 3     -    18,126.979   531,994.698   MT  1.00000264   +0 06 43.9
 TU0351;UTM  04      - 2,359,245.491   635,689.427   MT  0.99982752   +0 28 33.6
 TU0351
 TU0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0351!SPC HI 3     -   0.99999678  x   1.00000264  =   0.99999942
 TU0351!UTM  04      -   0.99999678  x   0.99982752  =   0.99982430
 TU0351
 TU0351                          SUPERSEDED SURVEY CONTROL
 TU0351
 TU0351  NAD 83(1986)-  21 19 48.32456(N)    157 41 29.71694(W) AD(       ) 2
 TU0351  OLD HI      -  21 19 59.73446(N)    157 41 39.58943(W) AD(       ) 2
 TU0351
 TU0351.Superseded values are not recommended for survey control.
 TU0351.NGS no longer adjusts projects to the OLD HI datum.
 TU0351.See file dsdata.txt to determine how the superseded data were derived.
 TU0351
 TU0351_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3568959245(NAD 83)
 TU0351_MARKER: DE = TRAVERSE STATION DISK
 TU0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0351_STAMPING: 4-2 1969
 TU0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0351+STABILITY: SURFACE MOTION
 TU0351
 TU0351  HISTORY     - Date     Condition        Report By
 TU0351  HISTORY     - 1969     MONUMENTED       HIGS
 TU0351  HISTORY     - 1969     GOOD             NGS
 TU0351
 TU0351                          STATION DESCRIPTION
 TU0351
 TU0351'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0351'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 TU0351'AT WAIMANALO, 0.3 MILE SOUTHEAST OF THE MAIN ENTRANCE TO
 TU0351'WAIMANALO BEACH PARK, IN THE NORTHEAST CORNER AT THE EAST END OF
 TU0351'THE PARK, 15.2 FEET SOUTH OF A 4-INCH IRONWOOD TREE, 53.8
 TU0351'FEET NORTHEAST OF A 7-INCH IRONWOOD TREE, 168.0 FEET NORTH OF
 TU0351'THE CENTER LINE OF THE HIGHWAY, 141.7 FEET NORTH OF TELEPHONE
 TU0351'POLE 278, 15.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 TU0351'CONCRETE PARK TABLE SET IN CONCRETE, 28.4 FEET NORTH-NORTHWEST
 TU0351'OF THE NORTH-NORTHWEST CORNER OF A CONCRETE PARK TABLE SET IN
 TU0351'CONCRETE, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 TU0351'UNDERGROUND.
 TU0351
 TU0351                          STATION RECOVERY (1969)
 TU0351
 TU0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0351'0.5 MI SE FROM WAIMANALO.
 TU0351'0.5 MILE SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0351'WAIMANALO, 0.3 MILE SOUTHEAST OF THE MAIN ENTRANCE TO WAIMANALO BEACH
 TU0351'PARK, IN THE NORTHEAST CORNER AT THE EAST END OF THE PARK, 15.2 FEET
 TU0351'SOUTH OF A 4-INCH IRONWOOD TREE, 53.8 FEET NORTHEAST OF A 7-INCH
 TU0351'IRONWOOD TREE, 168.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 TU0351'141.7 FEET NORTH OF TELEPHONE POLE 278, 15.0 FEET NORTHEAST OF THE
 TU0351'NORTHEAST CORNER OF A CONCRETE PARK TABLE SET IN CONCRETE, 28.4 FEET
 TU0351'NORTH-NORTHWEST OF THE NORTH-NORTHWEST CORNER OF A CONCRETE PARK TABLE
 TU0351'SET IN CONCRETE, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 TU0351'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0370 ***********************************************************************
 TU0370  DESIGNATION -  4 23
 TU0370  PID         -  TU0370
 TU0370  STATE/COUNTY-  HI/HONOLULU
 TU0370  USGS QUAD   -  KANEOHE (1983)
 TU0370
 TU0370                         *CURRENT SURVEY CONTROL
 TU0370  ___________________________________________________________________
 TU0370* NAD 83(1993)-  21 24 47.86159(N)    157 48 00.37971(W)     ADJUSTED  
 TU0370* LOCAL TIDAL -        19.720  (meters)      64.70   (feet)  ADJ UNCH  
 TU0370  ___________________________________________________________________
 TU0370  EPOCH DATE  -        1993.62
 TU0370  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 TU0370  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU0370
 TU0370  HORZ ORDER  -  SECOND
 TU0370  VERT ORDER  -  FIRST     CLASS II
 TU0370
 TU0370.The horizontal coordinates were established by classical geodetic methods
 TU0370.and adjusted by the National Geodetic Survey in December 1998..
 TU0370.The horizontal coordinates are valid at the epoch date displayed above.
 TU0370.The epoch date for horizontal control is a decimal equivalence
 TU0370.of Year/Month/Day.
 TU0370
 TU0370.The orthometric height was key entered from printed documents
 TU0370.and not key verified.
 TU0370
 TU0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0370
 TU0370.The geoid height was determined by GEOID03.
 TU0370
 TU0370;                    North         East     Units Scale Factor Converg.
 TU0370;SPC HI 3     -    27,319.804   520,725.188   MT  0.99999531   +0 04 22.7
 TU0370;UTM  04      - 2,368,364.711   624,363.815   MT  0.99979112   +0 26 17.3
 TU0370
 TU0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0370!SPC HI 3     -   0.99999438  x   0.99999531  =   0.99998969
 TU0370!UTM  04      -   0.99999438  x   0.99979112  =   0.99978550
 TU0370
 TU0370                          SUPERSEDED SURVEY CONTROL
 TU0370
 TU0370  NAD 83(1986)-  21 24 47.81158(N)    157 48 00.38792(W) AD(       ) 2
 TU0370  OLD HI      -  21 24 59.22909(N)    157 48 10.27138(W) AD(       ) 2
 TU0370
 TU0370.Superseded values are not recommended for survey control.
 TU0370.NGS no longer adjusts projects to the OLD HI datum.
 TU0370.See file dsdata.txt to determine how the superseded data were derived.
 TU0370
 TU0370_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2436468365(NAD 83)
 TU0370_MARKER: DD = SURVEY DISK
 TU0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0370_SP_SET: BUILDING
 TU0370_STAMPING: 4-23 1969
 TU0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0370
 TU0370  HISTORY     - Date     Condition        Report By
 TU0370  HISTORY     - 1969     MONUMENTED       HIGS
 TU0370  HISTORY     - 1969     GOOD             NGS
 TU0370
 TU0370                          STATION DESCRIPTION
 TU0370
 TU0370'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0370'0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE
 TU0370'AT KANEOHE, AT THE SOUTH CORNER OF THE INTERSECTION OF WAIKALUA
 TU0370'ROAD NORTHEAST AND PALEKA ROAD SOUTHEAST, ACROSS PALEKA ROAD FROM
 TU0370'THE KANEOHE FIRE STATION, 1.2 FEET SOUTHWEST OF THE SOUTH-WEST
 TU0370'CURB OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 57.0 FEET
 TU0370'SOUTHEAST OF THE CENTER LINE OF PALEKA ROAD, 27.8 FEET
 TU0370'SOUTH-SOUTH-EAST OF A TRAFFIC LIGHT, 35.1 EAST OF THE EAST
 TU0370'CORNER OF THE STATE SAVING AND LOAN ASSOCIATION BUILDING, AND ABOUT
 TU0370'1/2 FOOT HIGHER THAN THE HIGHWAY.
 TU0370
 TU0370                          STATION RECOVERY (1969)
 TU0370
 TU0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0370'0.45 MI SE FROM KANOEHE.
 TU0370'0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0370'KANEOHE, AT THE SOUTH CORNER OF THE INTERSECTION OF WAIKALUA ROAD
 TU0370'NORTHEAST AND PALEKA ROAD SOUTHWEST, ACROSS PALEKA ROAD FROM THE
 TU0370'KANEOHE FIRE STATION, 1.2 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE
 TU0370'SOUTHEAST BOUND LANES OF THE HIGHWAY, 57.0 FEET SOUTHEAST OF THE
 TU0370'CENTER LINE OF PALEKA ROAD, 27.8 FEET SOUTH-SOUTHEAST OF A TRAFFIC
 TU0370'LIGHT, 35.1 FEET EAST OF THE EAST CORNER OF THE STATE SAVING AND LOAN
 TU0370'ASSOCIATION BUILDING, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0373 ***********************************************************************
 TU0373  DESIGNATION -  4 26
 TU0373  PID         -  TU0373
 TU0373  STATE/COUNTY-  HI/HONOLULU
 TU0373  USGS QUAD   -  KANEOHE (1983)
 TU0373
 TU0373                         *CURRENT SURVEY CONTROL
 TU0373  ___________________________________________________________________
 TU0373* NAD 83(1993)-  21 25 38.59630(N)    157 48 26.12000(W)     ADJUSTED  
 TU0373* LOCAL TIDAL -        25.189  (meters)      82.64   (feet)  ADJ UNCH  
 TU0373  ___________________________________________________________________
 TU0373  EPOCH DATE  -        1993.62
 TU0373  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 TU0373  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU0373
 TU0373  HORZ ORDER  -  SECOND
 TU0373  VERT ORDER  -  FIRST     CLASS II
 TU0373
 TU0373.The horizontal coordinates were established by classical geodetic methods
 TU0373.and adjusted by the National Geodetic Survey in December 1998..
 TU0373.The horizontal coordinates are valid at the epoch date displayed above.
 TU0373.The epoch date for horizontal control is a decimal equivalence
 TU0373.of Year/Month/Day.
 TU0373
 TU0373.The orthometric height was key entered from printed documents
 TU0373.and not key verified.
 TU0373
 TU0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0373
 TU0373.The geoid height was determined by GEOID03.
 TU0373
 TU0373;                    North         East     Units Scale Factor Converg.
 TU0373;SPC HI 3     -    28,879.278   519,981.944   MT  0.99999493   +0 04 13.5
 TU0373;UTM  04      - 2,369,919.095   623,610.799   MT  0.99978881   +0 26 08.8
 TU0373
 TU0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0373!SPC HI 3     -   0.99999353  x   0.99999493  =   0.99998846
 TU0373!UTM  04      -   0.99999353  x   0.99978881  =   0.99978235
 TU0373
 TU0373                          SUPERSEDED SURVEY CONTROL
 TU0373
 TU0373  NAD 83(1986)-  21 25 38.54634(N)    157 48 26.12822(W) AD(       ) 2
 TU0373  OLD HI      -  21 25 49.96590(N)    157 48 36.01305(W) AD(       ) 2
 TU0373
 TU0373.Superseded values are not recommended for survey control.
 TU0373.NGS no longer adjusts projects to the OLD HI datum.
 TU0373.See file dsdata.txt to determine how the superseded data were derived.
 TU0373
 TU0373_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2361169919(NAD 83)
 TU0373_MARKER: DD = SURVEY DISK
 TU0373_SETTING: 0 = UNSPECIFIED SETTING
 TU0373_STAMPING: 4-26 1969
 TU0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0373
 TU0373  HISTORY     - Date     Condition        Report By
 TU0373  HISTORY     - 1969     MONUMENTED       HIGS
 TU0373  HISTORY     - 1969     GOOD             NGS
 TU0373
 TU0373                          STATION DESCRIPTION
 TU0373
 TU0373'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0373'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE
 TU0373'AT KANEOHE, ABOUT 100 YARDS WEST OF THE SAMUEL WILDER SCHOOL
 TU0373'BUILDING, ALONG THE WEST SIDE OF THE FOOTBALL FIELD, 31.0 FEET
 TU0373'EAST OF THE CENTER LINE OF THE HIGHWAY, 65.2 FEET SOUTHEAST AND
 TU0373'ACROSS THE HIGHWAY FROM POWER POLE 37, 126.7 FEET NORTH-NORTHEAST
 TU0373'AND ACROSS THE HIGHWAY FROM POWER POLE 36, 30 YARDS NORTHEAST
 TU0373'AND ACROSS THE HIGHWAY FROM HOUSE NO. 46-188, AND ABOUT 1/2
 TU0373'FOOT LOWER THAN THE HIGHWAY.
 TU0373
 TU0373                          STATION RECOVERY (1969)
 TU0373
 TU0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0373'0.7 MI NW FROM KANEOHE.
 TU0373'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0373'KANEOHE, ABOUT 100 YARDS WEST OF THE SAMUEL WILDER SCHOOL BUILDING,
 TU0373'ALONG THE WEST SIDE OF THE FOOTBALL FIELD, 31.0 FEET EAST OF THE
 TU0373'CENTER LINE OF THE HIGHWAY, 65.2 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 TU0373'FROM POWER POLE 37, 126.7 FEET NORTH-NORTHEAST AND ACROSS THE HIGHWAY
 TU0373'FROM POWER POLE 36, 30 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM
 TU0373'HOUSE NO. 46-188, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0375 ***********************************************************************
 TU0375  DESIGNATION -  4 27
 TU0375  PID         -  TU0375
 TU0375  STATE/COUNTY-  HI/HONOLULU
 TU0375  USGS QUAD   -  KANEOHE (1983)
 TU0375
 TU0375                         *CURRENT SURVEY CONTROL
 TU0375  ___________________________________________________________________
 TU0375* NAD 83(1993)-  21 26 38.90771(N)    157 48 35.21305(W)     ADJUSTED  
 TU0375* LOCAL TIDAL -         1.303  (meters)       4.27   (feet)  ADJ UNCH  
 TU0375  ___________________________________________________________________
 TU0375  EPOCH DATE  -        1993.62
 TU0375  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 TU0375  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU0375
 TU0375  HORZ ORDER  -  SECOND
 TU0375  VERT ORDER  -  FIRST     CLASS II
 TU0375
 TU0375.The horizontal coordinates were established by classical geodetic methods
 TU0375.and adjusted by the National Geodetic Survey in December 1998..
 TU0375.The horizontal coordinates are valid at the epoch date displayed above.
 TU0375.The epoch date for horizontal control is a decimal equivalence
 TU0375.of Year/Month/Day.
 TU0375
 TU0375.The orthometric height was key entered from printed documents
 TU0375.and not key verified.
 TU0375
 TU0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0375
 TU0375.The geoid height was determined by GEOID03.
 TU0375
 TU0375;                    North         East     Units Scale Factor Converg.
 TU0375;SPC HI 3     -    30,733.904   519,717.836   MT  0.99999480   +0 04 10.4
 TU0375;UTM  04      - 2,371,771.616   623,334.922   MT  0.99978797   +0 26 06.7
 TU0375
 TU0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0375!SPC HI 3     -   0.99999731  x   0.99999480  =   0.99999211
 TU0375!UTM  04      -   0.99999731  x   0.99978797  =   0.99978528
 TU0375
 TU0375:                Primary Azimuth Mark                     Grid Az
 TU0375:SPC HI 3     -  NE RADIO TOWER AERO OBSTR LT             070 40 55.8
 TU0375:UTM  04      -  NE RADIO TOWER AERO OBSTR LT             070 18 59.5
 TU0375
 TU0375|---------------------------------------------------------------------|
 TU0375| PID    Reference Object                     Distance      Geod. Az  |
 TU0375|                                                           dddmmss.s |
 TU0375| TU1137 NE RADIO TOWER AERO OBSTR LT        APPROX. 4.9 KM 0704506.2 |
 TU0375| TU1136 SW RADIO TOWER AERO OBSTR LT        APPROX. 4.9 KM 0711649.1 |
 TU0375| TU1135 SE DOME AERO OBSTRUCTION LT         APPROX. 5.1 KM 0724629.8 |
 TU0375| TU1129 PAPAA 2                             APPROX. 6.0 KM 1133820.6 |
 TU0375|---------------------------------------------------------------------|
 TU0375
 TU0375                          SUPERSEDED SURVEY CONTROL
 TU0375
 TU0375  NAD 83(1986)-  21 26 38.85797(N)    157 48 35.22138(W) AD(       ) 2
 TU0375  OLD HI      -  21 26 50.27977(N)    157 48 45.10695(W) AD(       ) 2
 TU0375
 TU0375.Superseded values are not recommended for survey control.
 TU0375.NGS no longer adjusts projects to the OLD HI datum.
 TU0375.See file dsdata.txt to determine how the superseded data were derived.
 TU0375
 TU0375_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2333571772(NAD 83)
 TU0375_MARKER: DD = SURVEY DISK
 TU0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0375_STAMPING: 4-27 1969
 TU0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0375+STABILITY: SURFACE MOTION
 TU0375
 TU0375  HISTORY     - Date     Condition        Report By
 TU0375  HISTORY     - 1969     MONUMENTED       HIGS
 TU0375  HISTORY     - 1969     GOOD             NGS
 TU0375  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU0375
 TU0375                          STATION DESCRIPTION
 TU0375
 TU0375'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0375'1.95 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST
 TU0375'OFFICE AT KANEOHE, THENCE 0.15 MILE NORTHEAST ALONG THE HEEIA
 TU0375'KEA PIER, IN THE SOUTHEAST CORNER OF THE ASPHALT PARKING AREA
 TU0375'AT THE EAST END OF THE PIER, 25.0 FEET NORTH OF THE NORTHEAST
 TU0375'CORNER OF A FENCE AROUND A GASOLINE STORAGE TANK, 17.0 FEET
 TU0375'SOUTHWEST OF THE NORTHEAST EDGE OF THE ASPHALT, 9.9 FEET
 TU0375'NORTHWEST OF THE SOUTHEAST EDGE OF THE ASPHALT, 15.6 FEET WEST
 TU0375'OF A 2-INCH IRON POST SUPPORTING A 1 HR PARKING SIGN, 41.6
 TU0375'FEET NORTHWEST OF THE NORTHEAST CORNER OF A REST ROOM, 73
 TU0375'FEET NORTHEAST OF POWER POLE 4 BEARING THREE TRANSFORMERS AND
 TU0375'THREE LIGHTS, ABOUT LEVEL WITH THE ASPHALT PARKING AREA, AND
 TU0375'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE
 TU0375'THE ASPHALT.
 TU0375
 TU0375                          STATION RECOVERY (1969)
 TU0375
 TU0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0375'2.1 MI NW FROM KANEOHE.
 TU0375'1.95 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0375'KANEOHE, THENCE 0.15 MILE NORTHEAST ALONG THE HEEIA KEA PIER, IN THE
 TU0375'SOUTHEAST CORNER OF THE ASPHALT PARKING AREA AT THE EAST END OF THE
 TU0375'PIER, 25.0 FEET NORTH OF THE NORTHEAST CORNER OF A FENCE AROUND A
 TU0375'GASOLINE STORAGE TANK, 17.0 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 TU0375'THE ASPHALT, 9.9 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ASPHALT,
 TU0375'15.6 FEET WEST OF A 2-INCH IRON POST SUPPORTING A 1 HR PARKING SIGN,
 TU0375'41.6 FEET NORTHWEST OF THE NORTHEAST CORNER OF A REST ROOM, 73 FEET
 TU0375'NORTHEAST OF POWER POLE 4 BEARING THREE TRANSFORMERS AND THREE LIGHTS,
 TU0375'ABOUT LEVEL WITH THE ASPHALT PARKING AREA, AND SET IN THE TOP OF A
 TU0375'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE ASPHALT.
 TU0375
 TU0375                          STATION RECOVERY (1976)
 TU0375
 TU0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU0375'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU0375'1969.
 TU0375'
 TU0375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0375'2 MILES NW OF KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0383 ***********************************************************************
 TU0383  DESIGNATION -  4 29
 TU0383  PID         -  TU0383
 TU0383  STATE/COUNTY-  HI/HONOLULU
 TU0383  USGS QUAD   -  KANEOHE (1983)
 TU0383
 TU0383                         *CURRENT SURVEY CONTROL
 TU0383  ___________________________________________________________________
 TU0383* NAD 83(1993)-  21 29 44.23485(N)    157 51 06.12386(W)     ADJUSTED  
 TU0383* LOCAL TIDAL -        13.870  (meters)      45.51   (feet)  ADJ UNCH  
 TU0383  ___________________________________________________________________
 TU0383  EPOCH DATE  -        1993.62
 TU0383  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 TU0383  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU0383
 TU0383  HORZ ORDER  -  SECOND
 TU0383  VERT ORDER  -  FIRST     CLASS II
 TU0383
 TU0383.The horizontal coordinates were established by classical geodetic methods
 TU0383.and adjusted by the National Geodetic Survey in December 1998..
 TU0383.The horizontal coordinates are valid at the epoch date displayed above.
 TU0383.The epoch date for horizontal control is a decimal equivalence
 TU0383.of Year/Month/Day.
 TU0383
 TU0383.The orthometric height was key entered from printed documents
 TU0383.and not key verified.
 TU0383
 TU0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0383
 TU0383.The geoid height was determined by GEOID03.
 TU0383
 TU0383;                    North         East     Units Scale Factor Converg.
 TU0383;SPC HI 3     -    36,429.171   515,367.085   MT  0.99999292   +0 03 15.6
 TU0383;UTM  04      - 2,377,437.766   618,948.804   MT  0.99977483   +0 25 15.0
 TU0383
 TU0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0383!SPC HI 3     -   0.99999538  x   0.99999292  =   0.99998830
 TU0383!UTM  04      -   0.99999538  x   0.99977483  =   0.99977021
 TU0383
 TU0383                          SUPERSEDED SURVEY CONTROL
 TU0383
 TU0383  NAD 83(1986)-  21 29 44.18552(N)    157 51 06.13250(W) AD(       ) 2
 TU0383  OLD HI      -  21 29 55.61256(N)    157 51 16.02464(W) AD(       ) 2
 TU0383
 TU0383.Superseded values are not recommended for survey control.
 TU0383.NGS no longer adjusts projects to the OLD HI datum.
 TU0383.See file dsdata.txt to determine how the superseded data were derived.
 TU0383
 TU0383_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1894977438(NAD 83)
 TU0383_MARKER: DB = BENCH MARK DISK
 TU0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0383_STAMPING: 4-29 1969
 TU0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0383+STABILITY: SURFACE MOTION
 TU0383
 TU0383  HISTORY     - Date     Condition        Report By
 TU0383  HISTORY     - 1969     MONUMENTED       HIGS
 TU0383  HISTORY     - 1969     GOOD             NGS
 TU0383  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU0383
 TU0383                          STATION DESCRIPTION
 TU0383
 TU0383'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0383'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST
 TU0383'OFFICE AT KANEOHE, NEAR THE NORTH CORNER OF THE PARKING AREA FOR
 TU0383'OUR LADY OF MT. CARMEL CATHOLIC CHURCH, 13.5 FEET SOUTHWEST OF THE
 TU0383'CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF THE EXTENDED
 TU0383'CENTER LINE OF A DRIVEWAY TO THE PARKING AREA, 57.6 FEET SOUTH
 TU0383'AND ACROSS THE HIGHWAY FROM POWER POLE 96-278, 147.0 FEET
 TU0383'NORTHEAST OF THE NORTH CORNER OF A RECTORY, AND SET IN THE TOP
 TU0383'OF A CONCRETE POST 0.2 FOOT UNDERGROUND.  ABOUT LEVEL WITH THE
 TU0383'HIGHWAY.
 TU0383
 TU0383                          STATION RECOVERY (1969)
 TU0383
 TU0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0383'7.8 MI NW FROM KANEOHE.
 TU0383'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0383'KANEOHE, NEAR THE NORTH CORNER OF THE PARKING AREA FOR OUR LADY OF MT.
 TU0383'CARMEL CATHOLIC CHURCH, 13.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TU0383'HIGHWAY, 48 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A DRIVEWAY
 TU0383'TO THE PARKING AREA, 57.6 FEET SOUTH AND ACROSS THE HIGHWAY FROM POWER
 TU0383'POLE 96-278, 147.0 FEET NORTHEAST OF THE NORTH CORNER OF A RECTORY,
 TU0383'AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND. ABOUT
 TU0383'LEVEL WITH THE HIGHWAY.
 TU0383
 TU0383                          STATION RECOVERY (1975)
 TU0383
 TU0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU0383'THE STATION WAS RECOVERED AS DESCRIBED IN 1969.  IT IS A STATE OF
 TU0383'HAWAII SURVEY DISK STAMPED 4-29 1969 SET IN THE TOP OF A CONCRETE
 TU0383'MONUMENT, ABOUT 3 INCHES BELOW THE SURFACE OF THE GROUND.
 TU0383'
 TU0383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0383'8 MILES NW OF KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0479 ***********************************************************************
 TU0479  DESIGNATION -  4 30
 TU0479  PID         -  TU0479
 TU0479  STATE/COUNTY-  HI/HONOLULU
 TU0479  USGS QUAD   -  KAHANA (1983)
 TU0479
 TU0479                         *CURRENT SURVEY CONTROL
 TU0479  ___________________________________________________________________
 TU0479* NAD 83(1993)-  21 31 21.37165(N)    157 50 06.68122(W)     ADJUSTED  
 TU0479* LOCAL TIDAL -         1.576  (meters)       5.17   (feet)  ADJ UNCH  
 TU0479  ___________________________________________________________________
 TU0479  EPOCH DATE  -        1993.62
 TU0479  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 TU0479  GEOID HEIGHT-          15.07  (meters)                     GEOID03
 TU0479
 TU0479  HORZ ORDER  -  SECOND
 TU0479  VERT ORDER  -  FIRST     CLASS II
 TU0479
 TU0479.The horizontal coordinates were established by classical geodetic methods
 TU0479.and adjusted by the National Geodetic Survey in December 1998..
 TU0479.The horizontal coordinates are valid at the epoch date displayed above.
 TU0479.The epoch date for horizontal control is a decimal equivalence
 TU0479.of Year/Month/Day.
 TU0479
 TU0479.The orthometric height was key entered from printed documents
 TU0479.and not key verified.
 TU0479
 TU0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0479
 TU0479.The geoid height was determined by GEOID03.
 TU0479
 TU0479;                    North         East     Units Scale Factor Converg.
 TU0479;SPC HI 3     -    39,418.460   517,074.933   MT  0.99999360   +0 03 37.7
 TU0479;UTM  04      - 2,380,437.276   620,637.122   MT  0.99977983   +0 25 38.6
 TU0479
 TU0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0479!SPC HI 3     -   0.99999738  x   0.99999360  =   0.99999098
 TU0479!UTM  04      -   0.99999738  x   0.99977983  =   0.99977721
 TU0479
 TU0479:                Primary Azimuth Mark                     Grid Az
 TU0479:SPC HI 3     -  PAPAA 2                                  143 43 50.7
 TU0479:UTM  04      -  PAPAA 2                                  143 21 49.8
 TU0479
 TU0479|---------------------------------------------------------------------|
 TU0479| PID    Reference Object                     Distance      Geod. Az  |
 TU0479|                                                           dddmmss.s |
 TU0479| TU1129 PAPAA 2                             APPROX.13.7 KM 1434728.4 |
 TU0479| TU1158 AERO OBSTRUCTION LT P               APPROX. 8.4 KM 1724820.0 |
 TU0479| TU1159 AERO OBSTRUCTION LT Q               APPROX. 8.2 KM 1745951.5 |
 TU0479| TU1160 AERO OBSTRUCTION LT R               APPROX. 7.8 KM 1761102.7 |
 TU0479| TU1161 AERO OBSTRUCTION LT S               APPROX. 7.7 KM 1764010.1 |
 TU0479|---------------------------------------------------------------------|
 TU0479
 TU0479                          SUPERSEDED SURVEY CONTROL
 TU0479
 TU0479  NAD 83(1986)-  21 31 21.32300(N)    157 50 06.68955(W) AD(       ) 2
 TU0479  OLD HI      -  21 31 32.75654(N)    157 50 16.58197(W) AD(       ) 2
 TU0479
 TU0479.Superseded values are not recommended for survey control.
 TU0479.NGS no longer adjusts projects to the OLD HI datum.
 TU0479.See file dsdata.txt to determine how the superseded data were derived.
 TU0479
 TU0479_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2063780437(NAD 83)
 TU0479_MARKER: DD = SURVEY DISK
 TU0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0479_STAMPING: 4-30 1969
 TU0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0479+STABILITY: SURFACE MOTION
 TU0479
 TU0479  HISTORY     - Date     Condition        Report By
 TU0479  HISTORY     - 1969     MONUMENTED       HIGS
 TU0479  HISTORY     - 1969     GOOD             NGS
 TU0479  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU0479
 TU0479                          STATION DESCRIPTION
 TU0479
 TU0479'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0479'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0479'KAAAWA, ACROSS THE HIGHWAY FROM THE HISTORICAL SITE OF THE RUINS
 TU0479'OF AN OLD SUGAR MILL, 15.5 FEET EAST OF THE CENTER LINE OF THE
 TU0479'HIGHWAY, 67.2 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER
 TU0479'POLE 173, 11.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A ROCK
 TU0479'AND MORTAR RETAINING WALL FOR HOUSE NO. 49-663, 51.5 FEET
 TU0479'SOUTH OF THE CENTER LINE OF A DRIVEWAY TO THE HOUSE, ABOUT LEVEL
 TU0479'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.1
 TU0479'FOOT UNDERGROUND.
 TU0479
 TU0479                          STATION RECOVERY (1969)
 TU0479
 TU0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0479'2.8 MI SE FROM KAAAWA.
 TU0479'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0479'KAAAWA, ACROSS THE HIGHWAY FROM THE HISTORICAL SITE OF THE RUINS OF AN
 TU0479'OLD SUGAR MILL, 15.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 67.2
 TU0479'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 173, 11.8 FEET
 TU0479'SOUTHWEST OF THE SOUTHWEST CORNER OF A ROCK AND MORTAR RETAINING WALL
 TU0479'FOR HOUSE NO. 49-663, 51.5 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 TU0479'TO THE HOUSE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TU0479'CONCRETE POST 0.1 FOOT UNDERGROUND.
 TU0479
 TU0479                          STATION RECOVERY (1976)
 TU0479
 TU0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU0479'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969.
 TU0479'
 TU0479'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0479'2-3/4 MILES SE OF KAAAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0379 ***********************************************************************
 TU0379  DESIGNATION -  4 32
 TU0379  PID         -  TU0379
 TU0379  STATE/COUNTY-  HI/HONOLULU
 TU0379  USGS QUAD   -  KANEOHE (1983)
 TU0379
 TU0379                         *CURRENT SURVEY CONTROL
 TU0379  ___________________________________________________________________
 TU0379* NAD 83(1993)-  21 27 35.26601(N)    157 50 28.89859(W)     ADJUSTED  
 TU0379* LOCAL TIDAL -         2.023  (meters)       6.64   (feet)  ADJ UNCH  
 TU0379  ___________________________________________________________________
 TU0379  EPOCH DATE  -        1993.62
 TU0379  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 TU0379  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU0379
 TU0379  HORZ ORDER  -  SECOND
 TU0379  VERT ORDER  -  FIRST     CLASS II
 TU0379
 TU0379.The horizontal coordinates were established by classical geodetic methods
 TU0379.and adjusted by the National Geodetic Survey in December 1998..
 TU0379.The horizontal coordinates are valid at the epoch date displayed above.
 TU0379.The epoch date for horizontal control is a decimal equivalence
 TU0379.of Year/Month/Day.
 TU0379
 TU0379.The orthometric height was key entered from printed documents
 TU0379.and not key verified.
 TU0379
 TU0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0379
 TU0379.The geoid height was determined by GEOID03.
 TU0379
 TU0379;                    North         East     Units Scale Factor Converg.
 TU0379;SPC HI 3     -    32,463.625   516,442.600   MT  0.99999334   +0 03 28.9
 TU0379;UTM  04      - 2,373,480.033   620,049.403   MT  0.99977809   +0 25 26.2
 TU0379
 TU0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0379!SPC HI 3     -   0.99999720  x   0.99999334  =   0.99999054
 TU0379!UTM  04      -   0.99999720  x   0.99977809  =   0.99977529
 TU0379
 TU0379                          SUPERSEDED SURVEY CONTROL
 TU0379
 TU0379  NAD 83(1986)-  21 27 35.21656(N)    157 50 28.90717(W) AD(       ) 2
 TU0379  OLD HI      -  21 27 46.63790(N)    157 50 38.79589(W) AD(       ) 2
 TU0379
 TU0379.Superseded values are not recommended for survey control.
 TU0379.NGS no longer adjusts projects to the OLD HI datum.
 TU0379.See file dsdata.txt to determine how the superseded data were derived.
 TU0379
 TU0379_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2004973480(NAD 83)
 TU0379_MARKER: DB = BENCH MARK DISK
 TU0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0379_SP_SET: SIDEWALK
 TU0379_STAMPING: 4-32 1969
 TU0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0379
 TU0379  HISTORY     - Date     Condition        Report By
 TU0379  HISTORY     - 1969     MONUMENTED       HIGS
 TU0379  HISTORY     - 1969     GOOD             NGS
 TU0379  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU0379
 TU0379                          STATION DESCRIPTION
 TU0379
 TU0379'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0379'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE
 TU0379'AT KANEOHE, AT THE JUNCTION OF WAIHEE ROAD, IN THE TOP OF THE
 TU0379'CENTER OF A SIDEWALK, 37.1 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TU0379'HIGHWAY, 26.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 TU0379'46-1/2 FEET NORTHEAST OF A POWER POLE, 17.6 FEET SOUTH OF A
 TU0379'2-INCH IRON PIPE SUPPORTING A KAHALUU ELEMENTARY SCHOOL SIGN, AND
 TU0379'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 TU0379
 TU0379                          STATION RECOVERY (1969)
 TU0379
 TU0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0379'4.85 MI NW FROM KANEOHE.
 TU0379'4.85 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0379'KANEOHE, AT THE JUNCTION OF WAIHEE ROAD, IN THE TOP OF THE CENTER OF A
 TU0379'SIDEWALK, 37.1 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26.0
 TU0379'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 46 1/2 FEET NORTHEAST
 TU0379'OF A POWER POLE, 17.6 FEET SOUTH OF A 2-INCH IRON PIPE SUPPORTING A
 TU0379'KAHALUU ELEMENTARY SCHOOL SIGN, AND ABOUT 1/2 FOOT HIGHER THAN THE
 TU0379'HIGHWAY.
 TU0379
 TU0379                          STATION RECOVERY (1975)
 TU0379
 TU0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU0379'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THE 2-INCH PIPE
 TU0379'SUPPORTING A KAHALUU ELEMENTARY SCHOOL SIGN IS NOW 38.2 FEET
 TU0379'NORTH OF THE STATION.  THE STATION HAS APPARENTLY BEEN RESET AS
 TU0379'THE DISK A STATE OF HAWAII SURVEY MARK IS STAMPED 4-32 1975.  ALL
 TU0379'OTHER REFERENCE DISTANCES CHECK.
 TU0379'
 TU0379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0379'5 MILES NNW OF KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0355 ***********************************************************************
 TU0355  DESIGNATION -  4 6 SS
 TU0355  PID         -  TU0355
 TU0355  STATE/COUNTY-  HI/HONOLULU
 TU0355  USGS QUAD   -  KOKO HEAD (1983)
 TU0355
 TU0355                         *CURRENT SURVEY CONTROL
 TU0355  ___________________________________________________________________
 TU0355* NAD 83(1993)-  21 20 52.86890(N)    157 43 19.37694(W)     ADJUSTED  
 TU0355* LOCAL TIDAL -         6.517  (meters)      21.38   (feet)  ADJ UNCH  
 TU0355  ___________________________________________________________________
 TU0355  EPOCH DATE  -        1993.62
 TU0355  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 TU0355  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU0355
 TU0355  HORZ ORDER  -  SECOND
 TU0355  VERT ORDER  -  FIRST     CLASS II
 TU0355
 TU0355.The horizontal coordinates were established by classical geodetic methods
 TU0355.and adjusted by the National Geodetic Survey in December 1998..
 TU0355.The horizontal coordinates are valid at the epoch date displayed above.
 TU0355.The epoch date for horizontal control is a decimal equivalence
 TU0355.of Year/Month/Day.
 TU0355
 TU0355.The orthometric height was key entered from printed documents
 TU0355.and not key verified.
 TU0355
 TU0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0355
 TU0355.The geoid height was determined by GEOID03.
 TU0355
 TU0355;                    North         East     Units Scale Factor Converg.
 TU0355;SPC HI 3     -    20,104.673   528,830.939   MT  1.00000027   +0 06 04.3
 TU0355;UTM  04      - 2,361,202.697   632,513.738   MT  0.99981699   +0 27 55.0
 TU0355
 TU0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0355!SPC HI 3     -   0.99999649  x   1.00000027  =   0.99999676
 TU0355!UTM  04      -   0.99999649  x   0.99981699  =   0.99981348
 TU0355
 TU0355                          SUPERSEDED SURVEY CONTROL
 TU0355
 TU0355  NAD 83(1986)-  21 20 52.81863(N)    157 43 19.38455(W) AD(       ) 2
 TU0355  OLD HI      -  21 21 04.22992(N)    157 43 29.26052(W) AD(       ) 2
 TU0355
 TU0355.Superseded values are not recommended for survey control.
 TU0355.NGS no longer adjusts projects to the OLD HI datum.
 TU0355.See file dsdata.txt to determine how the superseded data were derived.
 TU0355
 TU0355_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3251461203(NAD 83)
 TU0355_MARKER: DD = SURVEY DISK
 TU0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0355_STAMPING: 4-6 1969
 TU0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0355+STABILITY: SURFACE MOTION
 TU0355
 TU0355  HISTORY     - Date     Condition        Report By
 TU0355  HISTORY     - 1969     MONUMENTED       HIGS
 TU0355  HISTORY     - 1969     GOOD             NGS
 TU0355  HISTORY     - 1983     MARK NOT FOUND   USCG
 TU0355
 TU0355                          STATION DESCRIPTION
 TU0355
 TU0355'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0355'2.05 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST
 TU0355'OFFICE AT WAIMANALO, NEAR THE JUNCTION OF POALIMA STREET, IN THE
 TU0355'LOWER PART OF A LAWN ON THE WEST SIDE OF WAIMANALO PLANTATION
 TU0355'STORE AND GIFT SHOP, 15.8 FEET NORTH OF THE CENTER LINE OF THE
 TU0355'HIGHWAY, 262 FEET WEST OF THE EXTENDED CENTER LINE OF POALIMA
 TU0355'STREET, 37 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER POLE H
 TU0355'400-43-41, 9.3 FEET WEST OF A 30-INCH PALM TREE, AND SET IN THE
 TU0355'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0355
 TU0355                          STATION RECOVERY (1969)
 TU0355
 TU0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0355'2.05 MI NW FROM WAIMANALO.
 TU0355'2.05 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0355'WAIMANALO, NEAR THE JUNCTION OF POALIMA STREET, IN THE LOWER PART OF A
 TU0355'LAWN ON THE WEST SIDE OF WAIMANALO PLANTATION STORE AND GIFT SHOP,
 TU0355'15.8 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 262 FEET WEST OF
 TU0355'THE EXTENDED CENTER LINE OF POALIMA STREET, 37 FEET NORTH AND ACROSS
 TU0355'THE HIGHWAY FROM POWER POLE H 400-43-41, 9.3 FEET WEST OF A 30-INCH
 TU0355'PALM TREE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TU0355'GROUND.
 TU0355
 TU0355                          STATION RECOVERY (1983)
 TU0355
 TU0355'RECOVERY NOTE BY US COAST GUARD 1983 (MMB)
 TU0355'STATION NOT RECOVERED.
 TU0355'
 TU0355'STATE SURVEY 4-6 NOT FOUND.  POSSIBLY DUE TO RESURFACING OF
 TU0355'HIGHWAY.  PALM TREE AND ELECTRIC UTILITY POLE ARE STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0880 ***********************************************************************
 TU0880  DESIGNATION -  4 UHI
 TU0880  PID         -  TU0880
 TU0880  STATE/COUNTY-  HI/MAUI
 TU0880  USGS QUAD   -  MAKENA (1995)
 TU0880
 TU0880                         *CURRENT SURVEY CONTROL
 TU0880  ___________________________________________________________________
 TU0880* NAD 83(1986)-  20 35 00.     (N)    156 24 44.     (W)     SCALED    
 TU0880* LOCAL TIDAL -        11.406  (meters)      37.42   (feet)  ADJUSTED  
 TU0880  ___________________________________________________________________
 TU0880  GEOID HEIGHT-          16.22  (meters)                     GEOID03
 TU0880
 TU0880  VERT ORDER  -  FIRST     CLASS I
 TU0880
 TU0880.The horizontal coordinates were scaled from a topographic map and have
 TU0880.an estimated accuracy of +/- 6 seconds.
 TU0880
 TU0880.The orthometric height was determined by differential leveling
 TU0880.and adjusted by the National Geodetic Survey in December 2003..
 TU0880.No vertical observational check was made to the station.
 TU0880
 TU0880.The geoid height was determined by GEOID03.
 TU0880
 TU0880;                    North         East    Units  Estimated Accuracy
 TU0880;SPC HI 2     -    27,700.      526,530.      MT  (+/- 180 meters Scaled)
 TU0880
 TU0880                          SUPERSEDED SURVEY CONTROL
 TU0880
 TU0880.No superseded survey control is available for this station.
 TU0880
 TU0880_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH697781(NAD 83)
 TU0880_MARKER: DB = BENCH MARK DISK
 TU0880_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TU0880_SP_SET: BEACON FOUNDATION ON LAVA FLOW
 TU0880_STAMPING: 4
 TU0880_MARK LOGO: NONE  
 TU0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0880
 TU0880  HISTORY     - Date     Condition        Report By
 TU0880  HISTORY     - 1977     MONUMENTED       UHI
 TU0880  HISTORY     - 19790605 GOOD             NGS
 TU0880
 TU0880                          STATION DESCRIPTION
 TU0880
 TU0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0880'IN LA PEROUSE BAY, AT THE EXTREME WEST END OF THE LAVA FLOW THAT FORMS
 TU0880'THE SOUTH BOUNDARY OF LA PEROUSE BAY, SET IN THE TOP CENTER OF THE
 TU0880'MOST NORTHERLY ONE OF 3 FOUNDATIONS OF OLD BEACONS, ABOUT 100 YARDS
 TU0880'NORTH OF THE LA PEROUSE BAY LIGHT, AND ABOUT 80 YARDS EAST OF THE
 TU0880'EXTREME WEST EDGE OF THE LAVA FLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2382 ***********************************************************************
 TU2382  DESIGNATION -  4088
 TU2382  PID         -  TU2382
 TU2382  STATE/COUNTY-  HI/HAWAII
 TU2382  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2382
 TU2382                         *CURRENT SURVEY CONTROL
 TU2382  ___________________________________________________________________
 TU2382* NAD 83(1993)-  19 25 15.95090(N)    155 17 12.34476(W)     ADJUSTED  
 TU2382* LOCAL TIDAL -      1246.8    (meters)    4091.     (feet)  VERT ANG  
 TU2382  ___________________________________________________________________
 TU2382  EPOCH DATE  -        1993.62
 TU2382  LAPLACE CORR-         -13.31  (seconds)                    DEFLEC99
 TU2382  GEOID HEIGHT-          22.98  (meters)                     GEOID03
 TU2382
 TU2382  HORZ ORDER  -  FIRST
 TU2382
 TU2382.The horizontal coordinates were established by classical geodetic methods
 TU2382.and adjusted by the National Geodetic Survey in December 1998..
 TU2382.The horizontal coordinates are valid at the epoch date displayed above.
 TU2382.The epoch date for horizontal control is a decimal equivalence
 TU2382.of Year/Month/Day.
 TU2382
 TU2382.The orthometric height was determined by vertical angle observations.
 TU2382
 TU2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2382
 TU2382.The geoid height was determined by GEOID03.
 TU2382
 TU2382;                    North         East     Units Scale Factor Converg.
 TU2382;SPC HI 1     -    65,073.418   522,394.424   MT  0.99997286   +0 04 15.3
 TU2382;UTM  05      - 2,149,015.924   259,880.410   MT  1.00031275   -0 45 38.6
 TU2382
 TU2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2382!SPC HI 1     -   0.99980043  x   0.99997286  =   0.99977330
 TU2382!UTM  05      -   0.99980043  x   1.00031275  =   1.00011312
 TU2382
 TU2382|---------------------------------------------------------------------|
 TU2382| PID    Reference Object                     Distance      Geod. Az  |
 TU2382|                                                           dddmmss.s |
 TU2382| CN6179 UWEKAHUNA RM 1                        9.011 METERS 08320     |
 TU2382| CN6180 UWEKAHUNA RM 2                        9.967 METERS 18623     |
 TU2382| TU2393 HVO 119                             APPROX. 3.2 KM 1885539.1 |
 TU2382| TU2280 CAMP INC CABLE TV MAST              APPROX.11.1 KM 3531500.1 |
 TU2382|---------------------------------------------------------------------|
 TU2382
 TU2382                          SUPERSEDED SURVEY CONTROL
 TU2382
 TU2382  NAD 83(1986)-  19 25 15.92889(N)    155 17 12.38220(W) AD(       ) 1
 TU2382  OLD HI      -  19 25 26.81481(N)    155 17 22.38070(W) AD(       ) 1
 TU2382
 TU2382.Superseded values are not recommended for survey control.
 TU2382.NGS no longer adjusts projects to the OLD HI datum.
 TU2382.See file dsdata.txt to determine how the superseded data were derived.
 TU2382
 TU2382_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5988049016(NAD 83)
 TU2382_MARKER: DD = SURVEY DISK
 TU2382_SETTING: 0 = UNSPECIFIED SETTING
 TU2382_SP_SET: BOULDER
 TU2382_STAMPING: 4088 1912
 TU2382_MARK LOGO: USGS  
 TU2382_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2382
 TU2382  HISTORY     - Date     Condition        Report By
 TU2382  HISTORY     - 1912     MONUMENTED       USGS
 TU2382  HISTORY     - 1920     SEE DESCRIPTION  USGS
 TU2382  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU2382  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2382  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2382  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2382  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2382  HISTORY     - 1977     GOOD             NGS
 TU2382  HISTORY     - 19791010 GOOD             NOS
 TU2382
 TU2382                          STATION DESCRIPTION
 TU2382
 TU2382'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2382'IN SOUTHEASTERN PART OF HAWAII, ON THE HIGHEST POINT OF THE RIM
 TU2382'ON THE WESTERN SIDE OF THE CRATER OF KILAUEA, ABOUT 30 FEET FROM
 TU2382'THE EDGE OF THE PRECIPICE.  MARKED BY A CROSS IN A STONE IN THE
 TU2382'GROUND, AND BY A HUGE STONE CAIRN.
 TU2382
 TU2382                          STATION RECOVERY (1932)
 TU2382
 TU2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JHP)
 TU2382'TYPE A STATION MARK AND SIGNAL HAVE BEEN ERECTED.
 TU2382
 TU2382                          STATION RECOVERY (1949)
 TU2382
 TU2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2382'THE STATION IS LOCATED ON THE WESTERLY RIM OF KILAUEA CRATER,
 TU2382'ABOUT 2 MILES WEST SOUTHWEST OF THE HAWAIIAN NATIONAL PARK
 TU2382'HEADQUARTERS, ABOUT 0.1 MILE EAST OF THE CRATER RIM ROAD, ABOUT
 TU2382'100 YARDS NORTH OF THE U.S. GEOLOGICAL SURVEY OBSERVATORY AND
 TU2382'ABOUT 15 FEET WEST OF THE RIM OF KILAUEA CRATER.
 TU2382'
 TU2382'TO REACH FROM THE HAWAIIAN NATIONAL PARK HEADQUARTERS.  GO
 TU2382'WESTERLY ON THE ROAD WHICH LEADS TOWARD NAALEHU FOR 2.1 MILES.  TURN
 TU2382'LEFT, ONTO THE CRATER RIM ROAD AND GO SOUTHEAST FOR 0.5 MILE TO
 TU2382'THE U.S. GEOLOGICAL SURVEY OBSERVATORY AND THE END OF TRUCK
 TU2382'TRAVEL.  FROM THIS POINT PACK NORTHERLY FOR ABOUT 100 YARDS TO
 TU2382'THE STATION.
 TU2382'
 TU2382'THE STATION IS A U.S. GEOLOGICAL SURVEY BRONZE, BENCH MARK, DISK,
 TU2382'STAMPED 4088, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 TU2382'WITH THE SURFACE OF THE GROUND.  A STONE AND CONCRETE PLATFORM
 TU2382'3-1/2 FEET HIGH HAS BEEN ERECTED OVER THE STATION DISK.
 TU2382'
 TU2382'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED UWEKAHUNA
 TU2382'NO 1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 TU2382'THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 1 FOOT WEST OF
 TU2382'THE EDGE OF THE BLUFF AND IS ABOUT THE SAME ELEVATION AS THE
 TU2382'STATION.
 TU2382'
 TU2382'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED UWEKAHUNA
 TU2382'NO 2 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 TU2382'THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 10 FEET WEST OF THE
 TU2382'EDGE OF THE BLUFF AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2382'
 TU2382'THIS STATION WAS MONUMENTED WITH A STONE AND CONCRETE INSTRUMENT
 TU2382'PLATFORM, METAL POLE AND TARGET, BY THE HAWAII TERRITORY SURVEY,
 TU2382'IN 1929.  THEY RECOVERED AT THAT TIME A BRASS TABLET, OVER WHICH
 TU2382'THE PRESENT METAL TARGET WAS PLUMBED.
 TU2382
 TU2382                          STATION RECOVERY (1967)
 TU2382
 TU2382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2382'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2382'CONDITION.  DISTANCE TO REFERENCE MARKS WAS CHECKED AND FOUND
 TU2382'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2382'
 TU2382'STATION IS LOCATED ON THE WEST RIM OF KILAUEA CRATER, ABOUT 2
 TU2382'MILES WEST-SOUTHWEST OF THE HAWAII VOLCANOES NATIONAL PARK
 TU2382'HEADQUARTERS, 0.1 MILE SOUTHEAST OF THE CRATER RIM ROAD AND ABOUT
 TU2382'500 FEET NORTHEAST OF THE U.S. GEOLOGICAL SURVEY OBSERVATORY.
 TU2382'
 TU2382'TO REACH STATION FROM THE HAWAIIAN VOLCANOES NATIONAL PARK
 TU2382'HEADQUARTERS, GO WEST ON CRATER RIM ROAD FOR 2.4 MILES.  TURN LEFT
 TU2382'AND GO 0.1 MILE TO THE NORTH SIDE OF THE U.S.G.S. OBSERVATORY
 TU2382'BUILDINGS.  GO LEFT ON TRACK ROAD FOR 0.1 MILE TO STATION.
 TU2382'
 TU2382'STATION MARK IS A U.S.G.S. DISK, STAMPED 4088 1912, CEMENTED IN
 TU2382'A BOULDER FLUSH WITH GROUND, ABOUT 25 FEET NORTHWEST FROM EDGE OF
 TU2382'CRATER.  A TYPE-A SIGNAL IS CENTERED OVER THE MARK, WITH THE
 TU2382'6 X 6-FOOT, CONCRETE PLATFORM 3-1/2 FEET ABOVE GROUND, AND A RED
 TU2382'AND WHITE METAL TARGET EXTENDING 7 FEET ABOVE THE PLATFORM.
 TU2382'
 TU2382'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED UWEKAHUNA
 TU2382'NO 1 1949, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND,
 TU2382'AT EDGE OF RIM AND ABOUT 4 FEET LOWER THAN STATION MARK.
 TU2382'
 TU2382'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED UWEKAHUNA
 TU2382'NO 2 1949, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT
 TU2382'PROJECTS 8 INCHES.  IT IS NEAR EDGE OF CRATER RIM AND ABOUT 2
 TU2382'FEET LOWER THAN STATION MARK.
 TU2382
 TU2382                          STATION RECOVERY (1975)
 TU2382
 TU2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2382'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2382'CONDITION.  THE STATION HAS A COMMANDING VIEW OF THE KILAUEA
 TU2382'VOLCANO CRATER.
 TU2382'
 TU2382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2382'25 MILES SW OF HILO.
 TU2382
 TU2382                          STATION RECOVERY (1977)
 TU2382
 TU2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2382'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2382'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND SHORTER
 TU2382'BY 0.006 METER AND THE DIRECTION WAS FOUND LARGER BY 01 MINUTE AND
 TU2382'32 SECONDS.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND LONGER BY
 TU2382'0.009 METER AND THE DIRECTION WAS FOUND SMALLER BY 16 SECONDS.  A
 TU2382'USGS BENCH MARK HVO 113 HAS BEEN SET NEAR THE STATION SINCE THE
 TU2382'1967 RECOVERY NOTE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TU2382'
 TU2382'THE STATION IS LOCATED ON THE WEST RIM OF THE KILAUEA CRATER,
 TU2382'JUST NORTH OF THE NATIONAL VOLCANO OBSERVATORY AND ON PROPERTY
 TU2382'OWNED BY THE HAWAII VOLCANOES NATIONAL PARK.
 TU2382'
 TU2382'TO REACH THE STATION FROM THE NATIONAL VOLCANO OBSERVATORY, GO
 TU2382'NORTH ON A TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT
 TU2382'NEAR THE RIM OF THE CRATER.
 TU2382'
 TU2382'STATION MARK, STAMPED 4088 1912, IS A USGS BENCH MARK DISK
 TU2382'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2382'GROUND SURFACE.  A 5 BY 5 FOOT STONE AND CONCRETE PLATFORM ABOUT
 TU2382'3-1/2 FEET HIGH IS OVER THE STATION.  IT IS ABOUT 200 YARDS NORTH
 TU2382'OF THE OBSERVATORY AND 15 FEET WEST OF THE WEST RIM OF THE
 TU2382'CRATER.  (NOTE DESC)
 TU2382'
 TU2382'REFERENCE MARK 1, STAMPED UWEKAHUNA NO 1 1940, IS A C AND GS DISK
 TU2382'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2382'GROUND.  IT IS 1 FOOT WEST OF THE BLUFF AT THE CRATER WEST RIM
 TU2382'AND ABOUT 4 FEET LOWER THAN THE STATION.  (NOTE 12C)
 TU2382'
 TU2382'REFERENCE MARK 2, STAMPED UWEKAHUNA NO 2 1949, IS A C AND GS DISK
 TU2382'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2382'GROUND.  IT IS 10 FEET WEST OF THE BLUFF AND ABOUT 2 FEET LOWER
 TU2382'THAN THE STATION.  (NOTE 12C)
 TU2382'
 TU2382'HVO 113, STAMPED HVO 113, IS AN ALUMINUM USGS DISK CEMENTED IN A
 TU2382'DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 BY 2 FEET IN SIZE AND
 TU2382'PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND SURFACE.  IT IS 1.7 FEET
 TU2382'WEST OF THE SOUTHWEST CORNER OF THE PLATFORM OVER THE
 TU2382'STATION.  (NOTE DESC)
 TU2382'
 TU2382'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2382'
 TU2382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2382'LOCATED ON THE WEST RIM OF THE KILAUEA CRATER.
 TU2382
 TU2382                          STATION RECOVERY (1977)
 TU2382
 TU2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TU2382'THE FOLLOWING TEXT IS FROM A 1977 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2382'THE STATION IS LOCATED ON THE WEST RIM OF THE KILAUEA CRATER, JUST
 TU2382'NORTH OF THE NATIONAL VOLCANO OBSERVATORY AND ON PROPERTY OWNED BY
 TU2382'THE HAWAII VOLCANOES NATIONAL PARK.  TO REACH THE STATION FROM THE
 TU2382'NATIONAL VOLCANO OBSERVATORY, GO NORTH ON A TRACK ROAD FOR 0.15 MILE
 TU2382'(0.24 KM) TO THE STATION ON THE RIGHT NEAR THE RIM OF THE CRATER.
 TU2382'STATION MARK, STAMPED 4088 1912, IS A USGS BENCH MARK DISK CEMENTED
 TU2382'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND SURFACE.
 TU2382'A 5- BY 5-FOOT STONE AND CONCRETE PLATFORM ABOUT 3.5 FEET (1.1 M)
 TU2382'HIGH IS OVER THE STATION.  IT IS ABOUT 200 YARDS NORTH OF THE
 TU2382'OBSERVATORY AND 15 FEET (4.6 M) WEST OF THE WEST RIM OF THE CRATER.
 TU2382
 TU2382                          STATION RECOVERY (1979)
 TU2382
 TU2382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2382'RECOVERED AS DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2424 ***********************************************************************
 TU2424  DESIGNATION -  4089
 TU2424  PID         -  TU2424
 TU2424  STATE/COUNTY-  HI/HAWAII
 TU2424  USGS QUAD   -  WOOD VALLEY (1981)
 TU2424
 TU2424                         *CURRENT SURVEY CONTROL
 TU2424  ___________________________________________________________________
 TU2424* NAD 83(1993)-  19 21 55.02104(N)    155 25 15.18740(W)     ADJUSTED  
 TU2424* LOCAL TIDAL -      1246.90   (meters)    4090.9    (feet)  LEVELING  
 TU2424  ___________________________________________________________________
 TU2424  EPOCH DATE  -        1993.62
 TU2424  LAPLACE CORR-         -12.43  (seconds)                    DEFLEC99
 TU2424  GEOID HEIGHT-          24.24  (meters)                     GEOID03
 TU2424
 TU2424  HORZ ORDER  -  SECOND
 TU2424  VERT ORDER  -  THIRD ?
 TU2424
 TU2424.The horizontal coordinates were established by classical geodetic methods
 TU2424.and adjusted by the National Geodetic Survey in December 1998..
 TU2424.The horizontal coordinates are valid at the epoch date displayed above.
 TU2424.The epoch date for horizontal control is a decimal equivalence
 TU2424.of Year/Month/Day.
 TU2424
 TU2424.The orthometric height was determined by differential leveling.
 TU2424.The vertical network tie was performed by a horz. field party for horz.
 TU2424.obs reductions. Reset procedures were used to establish the elevation.
 TU2424
 TU2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2424
 TU2424.The geoid height was determined by GEOID03.
 TU2424
 TU2424;                    North         East     Units Scale Factor Converg.
 TU2424;SPC HI 1     -    58,883.255   508,311.516   MT  0.99996752   +0 01 34.4
 TU2424;UTM  05      - 2,143,028.231   245,703.787   MT  1.00039941   -0 48 11.4
 TU2424
 TU2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2424!SPC HI 1     -   0.99980022  x   0.99996752  =   0.99976775
 TU2424!UTM  05      -   0.99980022  x   1.00039941  =   1.00019955
 TU2424
 TU2424                          SUPERSEDED SURVEY CONTROL
 TU2424
 TU2424  NAD 83(1986)-  19 21 55.00415(N)    155 25 15.22791(W) AD(       ) 2
 TU2424  OLD HI      -  19 22 05.88415(N)    155 25 25.23151(W) AD(       ) 2
 TU2424
 TU2424.Superseded values are not recommended for survey control.
 TU2424.NGS no longer adjusts projects to the OLD HI datum.
 TU2424.See file dsdata.txt to determine how the superseded data were derived.
 TU2424
 TU2424_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4570443028(NAD 83)
 TU2424_MARKER: DD = SURVEY DISK
 TU2424_SETTING: 66 = SET IN ROCK OUTCROP
 TU2424_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TU2424
 TU2424  HISTORY     - Date     Condition        Report By
 TU2424  HISTORY     - UNK      MONUMENTED       NGS
 TU2424  HISTORY     - 1949     GOOD             CGS
 TU2424
 TU2424                          STATION DESCRIPTION
 TU2424
 TU2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2424'BENCH MARK 4089 IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET INTO A
 TU2424'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2424'SURROUNDING ROCK AND IS THE SAME ELEVATION AS STATION KEAKAPULU.  IT
 TU2424'IS STAMPED 4089.
 TU2424'
 TU2424'TO REACH FROM THE POST OFFICE AT NAALEHU, GO EAST AND NORTH, ON THE
 TU2424'ROAD WHICH LEADS TOWARD HILO, FOR 18.5 MILES TO A POINT WHERE A DIRT
 TU2424'ROAD LEADS NORTHWEST, TOWARD THE KAPAPALA RANCH, CONTINUE STRAIGHT
 TU2424'AHEAD, TOWARD HILO, FOR 4.7 MILES, PASS SHED AND BUILDINGS TO THE
 TU2424'LEFT HAND SIDE OF THE ROAD AND CONTINUE NORTHEAST, ON HIGHWAY FOR
 TU2424'0.1 MILE, TURN LEFT, PASS THROUGH A BOARD GATE, AND GO NORTHERLY, ON
 TU2424'A DIM TRACK ROAD FOR 1.5 MILES, TAKE THE RIGHT HAND FORK AND GO
 TU2424'NORTHERLY, UP GRADE FOR 0.4 MILE, PASS THROUGH A BOARD GATE IN A
 TU2424'FENCE CORNER, BARE RIGHT, AND FOLLOW A DIM TRACK ROAD NORTHERLY FOR
 TU2424'ABOUT 1.5 MILES TO A RANCH HOUSE AT AINAPO, PASS TO THE LEFT HAND
 TU2424'SIDE OF DWELLINGS AND PICK UP THE OLD AINAPO TRAIL TO THE NORTHEAST
 TU2424'OF ROCK ENCLOSURE, FOLLOW THE TRAIL, WHICH IS MARKED BY 2 INCH PIPES
 TU2424'DRIVEN INTO THE GROUND, NORTHERLY, FOR 0.9 MILE TO THE EDGE OF THE
 TU2424'BENCH LAND, TURN RIGHT AND GO EASTERLY, ACROSS COUNTRY, FOR ABOUT
 TU2424'100 YARDS TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0203 ***********************************************************************
 TU0203  DESIGNATION -  460
 TU0203  PID         -  TU0203
 TU0203  STATE/COUNTY-  HI/MAUI
 TU0203  USGS QUAD   -  PAIA (1997)
 TU0203
 TU0203                         *CURRENT SURVEY CONTROL
 TU0203  ___________________________________________________________________
 TU0203* NAD 83(1986)-  20 50 08.     (N)    156 24 07.     (W)     SCALED    
 TU0203* LOCAL TIDAL -       140.258  (meters)     460.16   (feet)  ADJ UNCH  
 TU0203  ___________________________________________________________________
 TU0203  GEOID HEIGHT-          16.21  (meters)                     GEOID03
 TU0203
 TU0203  VERT ORDER  -  FIRST     CLASS II
 TU0203
 TU0203.The horizontal coordinates were scaled from a topographic map and have
 TU0203.an estimated accuracy of +/- 6 seconds.
 TU0203
 TU0203.The orthometric height was key entered from printed documents
 TU0203.and not key verified.
 TU0203
 TU0203.The geoid height was determined by GEOID03.
 TU0203
 TU0203;                    North         East    Units  Estimated Accuracy
 TU0203;SPC HI 2     -    55,620.      527,550.      MT  (+/- 180 meters Scaled)
 TU0203
 TU0203                          SUPERSEDED SURVEY CONTROL
 TU0203
 TU0203.No superseded survey control is available for this station.
 TU0203
 TU0203_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ703061(NAD 83)
 TU0203_MARKER: DD = SURVEY DISK
 TU0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0203_SP_SET: ABUTMENT
 TU0203_STAMPING: 460
 TU0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0203
 TU0203  HISTORY     - Date     Condition        Report By
 TU0203  HISTORY     - UNK      MONUMENTED       USGS
 TU0203  HISTORY     - 1968     GOOD             NGS
 TU0203  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 TU0203
 TU0203                          STATION DESCRIPTION
 TU0203
 TU0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0203'4 MI SE FROM PUUNENE.
 TU0203'1.0 MILE EAST ON HANSEN RD. FROM THE POST OFFICE IN PUUNENE, THENCE
 TU0203'RIGHT ON PULEHU RD. FOR 3.6 MILES TO GRADED CROSSROAD AT LOWRIE DITCH.
 TU0203'ON LEFT SIDE OF HIGHWAY, IN NORTH ANGLE OF INTERSECTION, 14 FEET
 TU0203'NORTHEAST OF CENTER LINE OF HIGHWAY, 6 FEET NORTHWEST OF CENTER OF
 TU0203'CANAL, 95.3 FEET NORTHEAST OF BENCH MARK B 6 1950, AND CEMENTED IN A
 TU0203'DRILL HOLE IN THE SOUTHWEST END OF A CONCRETE ABUTMENT PARALELLING THE
 TU0203'CANAL, AT RIGHT ANGLES TO THE HIGHWAY BRIDGE.  THE LETTERS USBM ARE
 TU0203'PAINTED ON THE ABUTMENT BY THE MARK.
 TU0203
 TU0203                          STATION RECOVERY (1997)
 TU0203
 TU0203'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0172 ***********************************************************************
 TU0172  DESIGNATION -  5
 TU0172  PID         -  TU0172
 TU0172  STATE/COUNTY-  HI/MAUI
 TU0172  USGS QUAD   -  WAILUKU (1997)
 TU0172
 TU0172                         *CURRENT SURVEY CONTROL
 TU0172  ___________________________________________________________________
 TU0172* NAD 83(1986)-  20 53 38.     (N)    156 28 02.     (W)     SCALED    
 TU0172* LOCAL TIDAL -         2.414  (meters)       7.92   (feet)  ADJ UNCH  
 TU0172  ___________________________________________________________________
 TU0172  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU0172
 TU0172  VERT ORDER  -  FIRST     CLASS II
 TU0172
 TU0172.The horizontal coordinates were scaled from a topographic map and have
 TU0172.an estimated accuracy of +/- 6 seconds.
 TU0172
 TU0172.The orthometric height was key entered from printed documents
 TU0172.and not key verified.
 TU0172
 TU0172.The geoid height was determined by GEOID03.
 TU0172
 TU0172;                    North         East    Units  Estimated Accuracy
 TU0172;SPC HI 2     -    62,070.      520,750.      MT  (+/- 180 meters Scaled)
 TU0172
 TU0172                          SUPERSEDED SURVEY CONTROL
 TU0172
 TU0172.No superseded survey control is available for this station.
 TU0172
 TU0172_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ634124(NAD 83)
 TU0172_MARKER: X = CHISELED CROSS
 TU0172_SETTING: 0 = UNSPECIFIED SETTING
 TU0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0172
 TU0172  HISTORY     - Date     Condition        Report By
 TU0172  HISTORY     - UNK      MONUMENTED       LOCENG
 TU0172  HISTORY     - 1950     GOOD             NGS
 TU0172  HISTORY     - 1980     GOOD             LOCSUR
 TU0172  HISTORY     - 19990725 MARK NOT FOUND   USPSQD
 TU0172
 TU0172                          STATION DESCRIPTION
 TU0172
 TU0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TU0172'IN KAHULUI.
 TU0172'A CROSS CHISELED IN A CIRCLE IN CONCRETE, NEAR BENCH MARK 6 (1946) AT
 TU0172'EDGE OF PIER AND BESIDE BIT.
 TU0172
 TU0172                          STATION RECOVERY (1980)
 TU0172
 TU0172'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TU0172'BENCH MARK IS A STANDARD DISK, UNSTAMPED, PLACED WITIN PROTECTIVE 3'
 TU0172'STEEL PIPE, 0.5 FOOT BELOW PAVEMENT. IT APPEARS TO BE FIRMLY
 TU0172'EMPLACED, BUT IT CANNOT BE ASCERTAINED TO BE ORIGINAL MARK. BENCH
 TU0172'MARK IS 48 FEET SOUTH OF STANDARD OIL CO. FENCE, 2 FEET SOUTHEAST OF
 TU0172'CENTERLINE OF ROAD, AND 20 FEET NORTHEAST OF GATE POST AT CENTERLINE
 TU0172'OF MOLE ROAD WHERE IT ENTERS THE WHARF, AND ABOUT 43 FEET EAST OF A
 TU0172'SMALL STAIRWAY ON THE WEST SIDE.
 TU0172
 TU0172                          STATION RECOVERY (1999)
 TU0172
 TU0172'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0412 ***********************************************************************
 TU0412  DESIGNATION -  5
 TU0412  PID         -  TU0412
 TU0412  STATE/COUNTY-  HI/HONOLULU
 TU0412  USGS QUAD   -  HONOLULU (1983)
 TU0412
 TU0412                         *CURRENT SURVEY CONTROL
 TU0412  ___________________________________________________________________
 TU0412* NAD 83(1986)-  21 17 59.     (N)    157 50 39.     (W)     SCALED    
 TU0412* LOCAL TIDAL -         5.731  (meters)      18.80   (feet)  ADJ UNCH  
 TU0412  ___________________________________________________________________
 TU0412  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU0412
 TU0412  VERT ORDER  -  FIRST     CLASS II
 TU0412
 TU0412.The horizontal coordinates were scaled from a topographic map and have
 TU0412.an estimated accuracy of +/- 6 seconds.
 TU0412
 TU0412.The orthometric height was key entered from printed documents
 TU0412.and not key verified.
 TU0412
 TU0412.The geoid height was determined by GEOID03.
 TU0412
 TU0412;                    North         East    Units  Estimated Accuracy
 TU0412;SPC HI 3     -    14,740.      516,170.      MT  (+/- 180 meters Scaled)
 TU0412
 TU0412                          SUPERSEDED SURVEY CONTROL
 TU0412
 TU0412.No superseded survey control is available for this station.
 TU0412
 TU0412_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ198557(NAD 83)
 TU0412_MARKER: Z = SEE DESCRIPTION
 TU0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0412+STABILITY: SURFACE MOTION
 TU0412
 TU0412  HISTORY     - Date     Condition        Report By
 TU0412  HISTORY     - UNK      MONUMENTED
 TU0412  HISTORY     - 1969     GOOD             NGS
 TU0412  HISTORY     - 19990523 MARK NOT FOUND   USPSQD
 TU0412
 TU0412                          STATION DESCRIPTION
 TU0412
 TU0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0412'IN HONOLULU.
 TU0412'AT HONOLULU, 0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM POST
 TU0412'OFFICE, THENCE 1.15 MILES SOUTHEAST ALONG SOUTH BERETANIA STREET, AT
 TU0412'THE JUNCTION OF PIIKOI STREET, 9.7 FEET NORTH OF THE EXTENDED NORTH
 TU0412'CURB OF SOUTH BERETANIA STREET, 2.0 FEET WEST OF THE EXTENDED EAST
 TU0412'CURB OF PIIKOI STREET, 20 FEET SOUTHWEST OF FIRE HYDRANT 787, 19 1/2
 TU0412'FEET SOUTH-SOUTHWEST OF POWER LINE POLE 193, IN THE TOP OF A CONCRETE
 TU0412'POST 0.6 FOOT BELOW THE SURFACE OF SOUTH BERETANIA STREET AND ACCESS
 TU0412'HAD THROUGH A 7-INCH CAST IRON MANHOLE COVER.
 TU0412
 TU0412                          STATION RECOVERY (1999)
 TU0412
 TU0412'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0483 ***********************************************************************
 TU0483  DESIGNATION -  5 1 A
 TU0483  PID         -  TU0483
 TU0483  STATE/COUNTY-  HI/HONOLULU
 TU0483  USGS QUAD   -  KAHANA (1983)
 TU0483
 TU0483                         *CURRENT SURVEY CONTROL
 TU0483  ___________________________________________________________________
 TU0483* NAD 83(1986)-  21 33 25.     (N)    157 51 13.     (W)     SCALED    
 TU0483* LOCAL TIDAL -         4.380  (meters)      14.37   (feet)  ADJ UNCH  
 TU0483  ___________________________________________________________________
 TU0483  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU0483
 TU0483  VERT ORDER  -  FIRST     CLASS II
 TU0483
 TU0483.The horizontal coordinates were scaled from a topographic map and have
 TU0483.an estimated accuracy of +/- 6 seconds.
 TU0483
 TU0483.The orthometric height was key entered from printed documents
 TU0483.and not key verified.
 TU0483
 TU0483.The geoid height was determined by GEOID03.
 TU0483
 TU0483;                    North         East    Units  Estimated Accuracy
 TU0483;SPC HI 3     -    43,220.      515,160.      MT  (+/- 180 meters Scaled)
 TU0483
 TU0483                          SUPERSEDED SURVEY CONTROL
 TU0483
 TU0483.No superseded survey control is available for this station.
 TU0483
 TU0483_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ187842(NAD 83)
 TU0483_MARKER: DD = SURVEY DISK
 TU0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0483_STAMPING: 5-1A 1969
 TU0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0483+STABILITY: SURFACE MOTION
 TU0483
 TU0483  HISTORY     - Date     Condition        Report By
 TU0483  HISTORY     - 1969     MONUMENTED
 TU0483  HISTORY     - 1969     GOOD             NGS
 TU0483
 TU0483                          STATION DESCRIPTION
 TU0483
 TU0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0483'IN KAAAWA.
 TU0483'AT KAAAWA, 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST
 TU0483'OFFICE, ACROSS THE HIGHWAY FROM KAAAWA FIRE STATION, AT THE SOUTHWEST
 TU0483'CORNER OF SWANZY BENCH PARK, 26.0 FEET NORTH OF THE CENTER LINE OF THE
 TU0483'HIGHWAY, 6 FEET WEST OF A 2-INCH IRON POST SUPPORTING A SWANZY BEACH
 TU0483'PARK SIGN, 58 1/2 FEET EAST OF THE CENTER LINE OF A DRIVEWAY TO HOUSE
 TU0483'NO. 51-519, 44.6 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER POLE
 TU0483'257, 73.3 FEET WEST OF A GUY POLE, AND SET IN THE TOP OF A CONCRETE
 TU0483'POST 0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0510 ***********************************************************************
 TU0510  DESIGNATION -  5 10
 TU0510  PID         -  TU0510
 TU0510  STATE/COUNTY-  HI/HONOLULU
 TU0510  USGS QUAD   -  KAHUKU (1983)
 TU0510
 TU0510                         *CURRENT SURVEY CONTROL
 TU0510  ___________________________________________________________________
 TU0510* NAD 83(1993)-  21 41 51.55616(N)    157 59 31.64795(W)     ADJUSTED  
 TU0510* LOCAL TIDAL -         4.327  (meters)      14.20   (feet)  ADJ UNCH  
 TU0510  ___________________________________________________________________
 TU0510  EPOCH DATE  -        1993.62
 TU0510  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 TU0510  GEOID HEIGHT-          13.17  (meters)                     GEOID03
 TU0510
 TU0510  HORZ ORDER  -  SECOND
 TU0510  VERT ORDER  -  FIRST     CLASS II
 TU0510
 TU0510.The horizontal coordinates were established by classical geodetic methods
 TU0510.and adjusted by the National Geodetic Survey in December 1998..
 TU0510.The horizontal coordinates are valid at the epoch date displayed above.
 TU0510.The epoch date for horizontal control is a decimal equivalence
 TU0510.of Year/Month/Day.
 TU0510
 TU0510.The orthometric height was key entered from printed documents
 TU0510.and not key verified.
 TU0510
 TU0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0510
 TU0510.The geoid height was determined by GEOID03.
 TU0510
 TU0510;                    North         East     Units Scale Factor Converg.
 TU0510;SPC HI 3     -    58,791.836   500,814.953   MT  0.99999001   +0 00 10.5
 TU0510;UTM  04      - 2,399,701.201   604,256.780   MT  0.99973431   +0 22 21.6
 TU0510
 TU0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0510!SPC HI 3     -   0.99999725  x   0.99999001  =   0.99998726
 TU0510!UTM  04      -   0.99999725  x   0.99973431  =   0.99973156
 TU0510
 TU0510                          SUPERSEDED SURVEY CONTROL
 TU0510
 TU0510  NAD 83(1986)-  21 41 51.50823(N)    157 59 31.65889(W) AD(       ) 2
 TU0510  OLD HI      -  21 42 02.96206(N)    157 59 41.57099(W) AD(       ) 2
 TU0510
 TU0510.Superseded values are not recommended for survey control.
 TU0510.NGS no longer adjusts projects to the OLD HI datum.
 TU0510.See file dsdata.txt to determine how the superseded data were derived.
 TU0510
 TU0510_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0425799701(NAD 83)
 TU0510_MARKER: DD = SURVEY DISK
 TU0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0510_STAMPING: 5-10 1969
 TU0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0510+STABILITY: SURFACE MOTION
 TU0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0510+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 TU0510
 TU0510  HISTORY     - Date     Condition        Report By
 TU0510  HISTORY     - 1969     MONUMENTED       CGS
 TU0510  HISTORY     - 1969     GOOD             NGS
 TU0510  HISTORY     - 20050607 GOOD             TERRSV
 TU0510
 TU0510                          STATION DESCRIPTION
 TU0510
 TU0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0510'STATION IS LOCATED IN THE NORTHERN PART OF OAHU, IN THE LAND OF
 TU0510'KAWELA, ON THE NORTH SIDE OF KAMEHAMEHA HIGHWAY, 1.1 MILES
 TU0510'EASTERLY FROM THE ENTRANCE ROAD TO KAWELA BAY AND 200 FT.
 TU0510'EASTERLY FROM THE PROPOSED ENTRANCE TO RESORT AREA.
 TU0510'
 TU0510'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 5-10 1969
 TU0510'IN CONCRETE MONUMENT FLUSH WITH GROUND LEVEL, ADJOINING THE
 TU0510'NORTHEASTERY SIDE OF KUILINA BRIDGE AND A FEW FEET NORTH OF
 TU0510'METAL GUARD RAIL.  TIES FROM STATION ARE--N. 13.0 FT. TO
 TU0510'ELECT. POLE NO. 55, SE 8.2 FT. TO EDGE PAVEMENT OF HIGHWAY AND
 TU0510'SW 10.6 FT. TO NORTHEAST CORNER OF BRIDGE.
 TU0510'
 TU0510'SUB-SURFACE MARK IS IDENTICAL, IN CONCRETE MONUMENT 2.3 FT. BELOW
 TU0510'GROUND LEVEL AND SEPARATED FROM TOP MONUMENT WITH A LAYER OF SAND.
 TU0510'
 TU0510'GEODIMETER CONNECTION WAS MADE BETWEEN OPANA 1927 AND STATE
 TU0510'SURVEY 5-10.
 TU0510'
 TU0510'THIS STATION IS ALSO BENCH MARK 5-10 (SS) OF THE 1969 FIRST
 TU0510'ORDER LEVELS.
 TU0510
 TU0510                          STATION RECOVERY (1969)
 TU0510
 TU0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0510'3.3 MI NW FROM KAHUKU.
 TU0510'3.3 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0510'COMPANY HEADQUARTERS AT KAHUKU, 18.0 FEET NORTH OF THE CENTER LINE OF
 TU0510'THE HIGHWAY, 10.7 FEET EAST OF THE EAST END OF THE NORTH CONCRETE
 TU0510'BANISTER OF A BRIDGE, 26 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 TU0510'NORTH, 13 FEET SOUTH OF POWER POLE 55, 5.3 FEET NORTH OF A
 TU0510'30-FOOT-LONG METAL GUARDRAIL, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 TU0510'THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 TU0510
 TU0510                          STATION RECOVERY (2005)
 TU0510
 TU0510'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 TU0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0513 ***********************************************************************
 TU0513  DESIGNATION -  5 11
 TU0513  PID         -  TU0513
 TU0513  STATE/COUNTY-  HI/HONOLULU
 TU0513  USGS QUAD   -  KAHUKU (1983)
 TU0513
 TU0513                         *CURRENT SURVEY CONTROL
 TU0513  ___________________________________________________________________
 TU0513* NAD 83(1993)-  21 41 34.77773(N)    158 01 09.33868(W)     ADJUSTED  
 TU0513* LOCAL TIDAL -         4.760  (meters)      15.62   (feet)  ADJ UNCH  
 TU0513  ___________________________________________________________________
 TU0513  EPOCH DATE  -        1993.62
 TU0513  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 TU0513  GEOID HEIGHT-          13.29  (meters)                     GEOID03
 TU0513
 TU0513  HORZ ORDER  -  SECOND
 TU0513  VERT ORDER  -  FIRST     CLASS II
 TU0513
 TU0513.The horizontal coordinates were established by classical geodetic methods
 TU0513.and adjusted by the National Geodetic Survey in December 1998..
 TU0513.The horizontal coordinates are valid at the epoch date displayed above.
 TU0513.The epoch date for horizontal control is a decimal equivalence
 TU0513.of Year/Month/Day.
 TU0513
 TU0513.The orthometric height was key entered from printed documents
 TU0513.and not key verified.
 TU0513
 TU0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0513
 TU0513.The geoid height was determined by GEOID03.
 TU0513
 TU0513;                    North         East     Units Scale Factor Converg.
 TU0513;SPC HI 3     -    58,275.886   498,006.862   MT  0.99999005   -0 00 25.6
 TU0513;UTM  04      - 2,399,167.280   601,452.804   MT  0.99972718   +0 21 45.2
 TU0513
 TU0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0513!SPC HI 3     -   0.99999716  x   0.99999005  =   0.99998721
 TU0513!UTM  04      -   0.99999716  x   0.99972718  =   0.99972434
 TU0513
 TU0513                          SUPERSEDED SURVEY CONTROL
 TU0513
 TU0513  NAD 83(1986)-  21 41 34.72982(N)    158 01 09.34952(W) AD(       ) 2
 TU0513  OLD HI      -  21 41 46.18037(N)    158 01 19.26210(W) AD(       ) 2
 TU0513
 TU0513.Superseded values are not recommended for survey control.
 TU0513.NGS no longer adjusts projects to the OLD HI datum.
 TU0513.See file dsdata.txt to determine how the superseded data were derived.
 TU0513
 TU0513_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0145399167(NAD 83)
 TU0513_MARKER: DD = SURVEY DISK
 TU0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0513_STAMPING: 5-11 1969
 TU0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0513+STABILITY: SURFACE MOTION
 TU0513
 TU0513  HISTORY     - Date     Condition        Report By
 TU0513  HISTORY     - 1969     MONUMENTED       HIGS
 TU0513  HISTORY     - 1969     GOOD             NGS
 TU0513
 TU0513                          STATION DESCRIPTION
 TU0513
 TU0513'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0513'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU
 TU0513'PLANTATION COMPANY HEADQUARTERS AT KAHUKU, IN THE NORTHEAST
 TU0513'CORNER OF A GRASSY TRAINGLE FORMED BY THE JUNCTION OF A DIRT
 TU0513'ROAD SOUTHWEST, 15.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 TU0513'HIGHWAY, 7 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 92
 TU0513'FEET NORTHEAST OF THE CENTER LINE OF A DIRT ROAD WEST-NORTHWEST,
 TU0513'106-1/2 FEET SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE
 TU0513'92-342T, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TU0513'CONCRETE POST 0.1 FOOT UNDERGROUND.
 TU0513
 TU0513                          STATION RECOVERY (1969)
 TU0513
 TU0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0513'5.2 MI NW FROM KAHUKU.
 TU0513'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0513'COMPANY HEADQUARTERS AT KAHUKU, IN THE NORTHEAST CORNER OF A GRASSY
 TU0513'TRIANGLE FORMED BY THE JUNCTION OF A DIRT ROAD SOUTHWEST, 15.5 FEET
 TU0513'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTHEAST OF THE
 TU0513'CENTER LINE OF THE ROAD, 92 FEET NORTHEAST OF THE CENTER LINE OF A
 TU0513'DIRT ROAD WEST-NORTHWEST, 106 1/2 FEET SOUTHWEST AND ACROSS THE ROAD
 TU0513'FROM POWER POLE 92-342T, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 TU0513'TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0515 ***********************************************************************
 TU0515  DESIGNATION -  5 11 A
 TU0515  PID         -  TU0515
 TU0515  STATE/COUNTY-  HI/HONOLULU
 TU0515  USGS QUAD   -  WAIMEA (1983)
 TU0515
 TU0515                         *CURRENT SURVEY CONTROL
 TU0515  ___________________________________________________________________
 TU0515* NAD 83(1986)-  21 41 16.     (N)    158 01 20.     (W)     SCALED    
 TU0515* LOCAL TIDAL -         7.560  (meters)      24.80   (feet)  ADJ UNCH  
 TU0515  ___________________________________________________________________
 TU0515  GEOID HEIGHT-          13.39  (meters)                     GEOID03
 TU0515
 TU0515  VERT ORDER  -  FIRST     CLASS II
 TU0515
 TU0515.The horizontal coordinates were scaled from a topographic map and have
 TU0515.an estimated accuracy of +/- 6 seconds.
 TU0515
 TU0515.The orthometric height was key entered from printed documents
 TU0515.and not key verified.
 TU0515
 TU0515.The geoid height was determined by GEOID03.
 TU0515
 TU0515;                    North         East    Units  Estimated Accuracy
 TU0515;SPC HI 3     -    57,700.      497,700.      MT  (+/- 180 meters Scaled)
 TU0515
 TU0515                          SUPERSEDED SURVEY CONTROL
 TU0515
 TU0515.No superseded survey control is available for this station.
 TU0515
 TU0515_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ011985(NAD 83)
 TU0515_MARKER: DD = SURVEY DISK
 TU0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0515_STAMPING: 5-11 A 1969
 TU0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0515+STABILITY: SURFACE MOTION
 TU0515
 TU0515  HISTORY     - Date     Condition        Report By
 TU0515  HISTORY     - 1969     MONUMENTED
 TU0515  HISTORY     - 1969     GOOD             NGS
 TU0515  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0515
 TU0515                          STATION DESCRIPTION
 TU0515
 TU0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0515'5.6 MI NW FROM KAHUKU.
 TU0515'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0515'COMPANY HEADQUARTERS AT KAHUKU, ON THE OUTSIDE OF A CURVE, 0.1 MILE
 TU0515'NORTHEAST OF CRAWFORDS CONVALESCENT HOME, 12.5 FEET SOUTHEAST OF THE
 TU0515'CENTER LINE OF THE HIGHWAY, 48.6 FEET NORTHEAST OF TELEPHONE POLE 332T
 TU0515'- 102, 152 FEET SOUTHWEST OF TELEPHONE POLE 191T -101, AND SET IN THE
 TU0515'TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 TU0515
 TU0515                          STATION RECOVERY (2006)
 TU0515
 TU0515'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0515'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0487 ***********************************************************************
 TU0487  DESIGNATION -  5 2 A
 TU0487  PID         -  TU0487
 TU0487  STATE/COUNTY-  HI/HONOLULU
 TU0487  USGS QUAD   -  KAHANA (1983)
 TU0487
 TU0487                         *CURRENT SURVEY CONTROL
 TU0487  ___________________________________________________________________
 TU0487* NAD 83(1986)-  21 34 36.     (N)    157 52 54.     (W)     SCALED    
 TU0487* LOCAL TIDAL -         1.497  (meters)       4.91   (feet)  ADJ UNCH  
 TU0487  ___________________________________________________________________
 TU0487  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU0487
 TU0487  VERT ORDER  -  FIRST     CLASS II
 TU0487
 TU0487.The horizontal coordinates were scaled from a topographic map and have
 TU0487.an estimated accuracy of +/- 6 seconds.
 TU0487
 TU0487.The orthometric height was key entered from printed documents
 TU0487.and not key verified.
 TU0487
 TU0487.The geoid height was determined by GEOID03.
 TU0487
 TU0487;                    North         East    Units  Estimated Accuracy
 TU0487;SPC HI 3     -    45,400.      512,260.      MT  (+/- 180 meters Scaled)
 TU0487
 TU0487                          SUPERSEDED SURVEY CONTROL
 TU0487
 TU0487.No superseded survey control is available for this station.
 TU0487
 TU0487_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ157863(NAD 83)
 TU0487_MARKER: DD = SURVEY DISK
 TU0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0487_STAMPING: 5-2A 1969
 TU0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0487+STABILITY: SURFACE MOTION
 TU0487
 TU0487  HISTORY     - Date     Condition        Report By
 TU0487  HISTORY     - 1969     MONUMENTED
 TU0487  HISTORY     - 1969     GOOD             NGS
 TU0487
 TU0487                          STATION DESCRIPTION
 TU0487
 TU0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0487'3.55 MI NW FROM KAAAWA.
 TU0487'3.55 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0487'KAAAWA, IN FRONT OF PUNALUU BEACH PARK, 13.1 FEET NORTHEAST OF THE
 TU0487'CENTER LINE OF THE HIGHWAY, 3.9 FEET SOUTH OF TELEPHONE POLE 221T,
 TU0487'43.3 FEET WEST OF THE WEST CORNER OF A RESTROOM BUILDING, 31.7 FEET
 TU0487'NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 364, AND SET IN THE
 TU0487'TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0488 ***********************************************************************
 TU0488  DESIGNATION -  5 3
 TU0488  PID         -  TU0488
 TU0488  STATE/COUNTY-  HI/HONOLULU
 TU0488  USGS QUAD   -  KAHANA (1983)
 TU0488
 TU0488                         *CURRENT SURVEY CONTROL
 TU0488  ___________________________________________________________________
 TU0488* NAD 83(1993)-  21 35 09.68780(N)    157 53 15.28089(W)     ADJUSTED  
 TU0488* LOCAL TIDAL -         2.008  (meters)       6.59   (feet)  ADJ UNCH  
 TU0488  ___________________________________________________________________
 TU0488  EPOCH DATE  -        1993.62
 TU0488  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 TU0488  GEOID HEIGHT-          14.53  (meters)                     GEOID03
 TU0488
 TU0488  HORZ ORDER  -  SECOND
 TU0488  VERT ORDER  -  FIRST     CLASS II
 TU0488
 TU0488.The horizontal coordinates were established by classical geodetic methods
 TU0488.and adjusted by the National Geodetic Survey in December 1998..
 TU0488.The horizontal coordinates are valid at the epoch date displayed above.
 TU0488.The epoch date for horizontal control is a decimal equivalence
 TU0488.of Year/Month/Day.
 TU0488
 TU0488.The orthometric height was key entered from printed documents
 TU0488.and not key verified.
 TU0488
 TU0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0488
 TU0488.The geoid height was determined by GEOID03.
 TU0488
 TU0488;                    North         East     Units Scale Factor Converg.
 TU0488;SPC HI 3     -    46,435.846   511,642.215   MT  0.99999167   +0 02 28.9
 TU0488;UTM  04      - 2,387,418.137   615,160.723   MT  0.99976387   +0 24 33.5
 TU0488
 TU0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0488!SPC HI 3     -   0.99999740  x   0.99999167  =   0.99998907
 TU0488!UTM  04      -   0.99999740  x   0.99976387  =   0.99976127
 TU0488
 TU0488                          SUPERSEDED SURVEY CONTROL
 TU0488
 TU0488  NAD 83(1986)-  21 35 09.63946(N)    157 53 15.28958(W) AD(       ) 2
 TU0488  OLD HI      -  21 35 21.08239(N)    157 53 25.19009(W) AD(       ) 2
 TU0488
 TU0488.Superseded values are not recommended for survey control.
 TU0488.NGS no longer adjusts projects to the OLD HI datum.
 TU0488.See file dsdata.txt to determine how the superseded data were derived.
 TU0488
 TU0488_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1516187418(NAD 83)
 TU0488_MARKER: DD = SURVEY DISK
 TU0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0488_STAMPING: 5-3 1969
 TU0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0488+STABILITY: SURFACE MOTION
 TU0488
 TU0488  HISTORY     - Date     Condition        Report By
 TU0488  HISTORY     - 1969     MONUMENTED       HIGS
 TU0488  HISTORY     - 1969     GOOD             NGS
 TU0488
 TU0488                          STATION DESCRIPTION
 TU0488
 TU0488'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0488'4.35 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0488'KAAAWA, 17.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10
 TU0488'FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF AN ASPHALT ROAD
 TU0488'SOUTHWEST, 28.8 FEET WEST OF A COCONUT TREE WHICH IS IN FRONT OF A
 TU0488'HAT STAND, 50.2 FEET EAST AND ACROSS THE HIGHWAY FROM POWER POLE
 TU0488'388, 53.2 FEET EAST AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT,
 TU0488'AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 TU0488
 TU0488                          STATION RECOVERY (1969)
 TU0488
 TU0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0488'4.35 MI NW FROM KAAAWA.
 TU0488'4.35 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0488'KAAAWA, 17.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 TU0488'SOUTHEAST OF THE EXTENDED CENTER LINE OF AN ASPHALT ROAD SOUTHWEST,
 TU0488'28.8 FEET WEST OF A COCONUT TREE WHICH IS IN FRONT OF A HAT STAND,
 TU0488'50.2 FEET EAST AND ACROSS THE HIGHWAY FROM POWER POLE 388, 53.2 FEET
 TU0488'EAST AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT, AND SET IN THE TOP OF
 TU0488'A CONCRETE POST 0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0490 ***********************************************************************
 TU0490  DESIGNATION -  5 4
 TU0490  PID         -  TU0490
 TU0490  STATE/COUNTY-  HI/HONOLULU
 TU0490  USGS QUAD   -  HAUULA (1983)
 TU0490
 TU0490                         *CURRENT SURVEY CONTROL
 TU0490  ___________________________________________________________________
 TU0490* NAD 83(1993)-  21 36 11.01342(N)    157 53 55.98648(W)     ADJUSTED  
 TU0490* LOCAL TIDAL -         2.273  (meters)       7.46   (feet)  ADJ UNCH  
 TU0490  ___________________________________________________________________
 TU0490  EPOCH DATE  -        1993.62
 TU0490  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 TU0490  GEOID HEIGHT-          14.34  (meters)                     GEOID03
 TU0490
 TU0490  HORZ ORDER  -  SECOND
 TU0490  VERT ORDER  -  FIRST     CLASS II
 TU0490
 TU0490.The horizontal coordinates were established by classical geodetic methods
 TU0490.and adjusted by the National Geodetic Survey in December 1998..
 TU0490.The horizontal coordinates are valid at the epoch date displayed above.
 TU0490.The epoch date for horizontal control is a decimal equivalence
 TU0490.of Year/Month/Day.
 TU0490
 TU0490.The orthometric height was key entered from printed documents
 TU0490.and not key verified.
 TU0490
 TU0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0490
 TU0490.The geoid height was determined by GEOID03.
 TU0490
 TU0490;                    North         East     Units Scale Factor Converg.
 TU0490;SPC HI 3     -    48,321.212   510,470.045   MT  0.99999135   +0 02 14.0
 TU0490;UTM  04      - 2,389,295.504   613,976.737   MT  0.99976052   +0 24 19.6
 TU0490
 TU0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0490!SPC HI 3     -   0.99999739  x   0.99999135  =   0.99998874
 TU0490!UTM  04      -   0.99999739  x   0.99976052  =   0.99975791
 TU0490
 TU0490                          SUPERSEDED SURVEY CONTROL
 TU0490
 TU0490  NAD 83(1986)-  21 36 10.96562(N)    157 53 55.99591(W) AD(       ) 2
 TU0490  OLD HI      -  21 36 22.40818(N)    157 54 05.89691(W) AD(       ) 2
 TU0490
 TU0490.Superseded values are not recommended for survey control.
 TU0490.NGS no longer adjusts projects to the OLD HI datum.
 TU0490.See file dsdata.txt to determine how the superseded data were derived.
 TU0490
 TU0490_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1397789296(NAD 83)
 TU0490_MARKER: DD = SURVEY DISK
 TU0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0490_STAMPING: 5-4 1969
 TU0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0490+STABILITY: SURFACE MOTION
 TU0490
 TU0490  HISTORY     - Date     Condition        Report By
 TU0490  HISTORY     - 1969     MONUMENTED       HIGS
 TU0490  HISTORY     - 1969     GOOD             NGS
 TU0490
 TU0490                          STATION DESCRIPTION
 TU0490
 TU0490'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0490'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0490'HAUULA, ACROSS THE HIGHWAY FROM HOUSE NO. 53-866, 13.1 FEET
 TU0490'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16.8 FEET SOUTH OF THE
 TU0490'WEST CORNER OF A BOARD FENCE AROUND HOUSE NO. 53-863, 100 FEET
 TU0490'SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE RAILING
 TU0490'OF WAIMAMANA BRIDGE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 TU0490'TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 TU0490
 TU0490                          STATION RECOVERY (1969)
 TU0490
 TU0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0490'1.8 MI SE FROM HAUULA.
 TU0490'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0490'HAUULA, ACROSS THE HIGHWAY FROM HOUSE NO. 53-866, 13.1 FEET NORTHEAST
 TU0490'OF THE CENTER LINE OF THE HIGHWAY, 16.8 FEET SOUTH OF THE WEST CORNER
 TU0490'OF A BOARD FENCE AROUND HOUSE NO. 53-863, 100 FEET SOUTHEAST OF THE
 TU0490'SOUTHEAST END OF THE NORTHEAST CONCRETE RAILING OF WAIMAMANA BRIDGE,
 TU0490'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TU0490'0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0492 ***********************************************************************
 TU0492  DESIGNATION -  5 5
 TU0492  PID         -  TU0492
 TU0492  STATE/COUNTY-  HI/HONOLULU
 TU0492  USGS QUAD   -  HAUULA (1983)
 TU0492
 TU0492                         *CURRENT SURVEY CONTROL
 TU0492  ___________________________________________________________________
 TU0492* NAD 83(1993)-  21 36 47.38731(N)    157 54 43.36374(W)     ADJUSTED  
 TU0492* LOCAL TIDAL -         2.353  (meters)       7.72   (feet)  ADJ UNCH  
 TU0492  ___________________________________________________________________
 TU0492  EPOCH DATE  -        1993.62
 TU0492  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 TU0492  GEOID HEIGHT-          14.28  (meters)                     GEOID03
 TU0492
 TU0492  HORZ ORDER  -  SECOND
 TU0492  VERT ORDER  -  FIRST     CLASS II
 TU0492
 TU0492.The horizontal coordinates were established by classical geodetic methods
 TU0492.and adjusted by the National Geodetic Survey in December 1998..
 TU0492.The horizontal coordinates are valid at the epoch date displayed above.
 TU0492.The epoch date for horizontal control is a decimal equivalence
 TU0492.of Year/Month/Day.
 TU0492
 TU0492.The orthometric height was key entered from printed documents
 TU0492.and not key verified.
 TU0492
 TU0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0492
 TU0492.The geoid height was determined by GEOID03.
 TU0492
 TU0492;                    North         East     Units Scale Factor Converg.
 TU0492;SPC HI 3     -    49,439.124   509,106.710   MT  0.99999102   +0 01 56.6
 TU0492;UTM  04      - 2,390,404.371   612,606.562   MT  0.99975668   +0 24 02.8
 TU0492
 TU0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0492!SPC HI 3     -   0.99999739  x   0.99999102  =   0.99998841
 TU0492!UTM  04      -   0.99999739  x   0.99975668  =   0.99975407
 TU0492
 TU0492                          SUPERSEDED SURVEY CONTROL
 TU0492
 TU0492  NAD 83(1986)-  21 36 47.33957(N)    157 54 43.37299(W) AD(       ) 2
 TU0492  OLD HI      -  21 36 58.78441(N)    157 54 53.27598(W) AD(       ) 2
 TU0492
 TU0492.Superseded values are not recommended for survey control.
 TU0492.NGS no longer adjusts projects to the OLD HI datum.
 TU0492.See file dsdata.txt to determine how the superseded data were derived.
 TU0492
 TU0492_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1260790404(NAD 83)
 TU0492_MARKER: DD = SURVEY DISK
 TU0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0492_STAMPING: 5-5 1969
 TU0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0492+STABILITY: SURFACE MOTION
 TU0492
 TU0492  HISTORY     - Date     Condition        Report By
 TU0492  HISTORY     - 1969     MONUMENTED       HIGS
 TU0492  HISTORY     - 1969     GOOD             NGS
 TU0492
 TU0492                          STATION DESCRIPTION
 TU0492
 TU0492'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0492'AT HAUULA, 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY FROM THE POST
 TU0492'OFFICE, ACROSS A CONCRETE WALL FROM THE JUNCTION OF HAUULA HOMESTEAD
 TU0492'ROAD, IN THE NORTHWEST CORNER OF A LAWN OF THE HAUULA BEACH PARK,
 TU0492'38 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11.4 FEET
 TU0492'NORTHEAST OF THE CONCRETE WALL, AND SET IN THE TOP OF A CONCRETE
 TU0492'POST 0.2 FOOT UNDERGROUND.
 TU0492
 TU0492                          STATION RECOVERY (1969)
 TU0492
 TU0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0492'IN HAUULA.
 TU0492'AT HAUULA, 0.6 MILE SOUTHEAST ALONG STATE HIGHWAY FROM THE POST
 TU0492'OFFICE, ACROSS A CONCRETE WALL FROM THE JUNCTION OF HAUULA HOMESTEAD
 TU0492'ROAD, IN THE NORTHWEST CORNER OF A LAWN OF THE HAUULA BEACH PARK, 38
 TU0492'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11.4 FEET NORTHEAST
 TU0492'OF THE CONCRETE WALL, AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT
 TU0492'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0496 ***********************************************************************
 TU0496  DESIGNATION -  5 6
 TU0496  PID         -  TU0496
 TU0496  STATE/COUNTY-  HI/HONOLULU
 TU0496  USGS QUAD   -  KAHUKU (1983)
 TU0496
 TU0496                         *CURRENT SURVEY CONTROL
 TU0496  ___________________________________________________________________
 TU0496* NAD 83(1993)-  21 37 59.43987(N)    157 55 16.55057(W)     ADJUSTED  
 TU0496* LOCAL TIDAL -         3.508  (meters)      11.51   (feet)  ADJ UNCH  
 TU0496  ___________________________________________________________________
 TU0496  EPOCH DATE  -        1993.62
 TU0496  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TU0496  GEOID HEIGHT-          14.00  (meters)                     GEOID03
 TU0496
 TU0496  HORZ ORDER  -  SECOND
 TU0496  VERT ORDER  -  FIRST     CLASS II
 TU0496
 TU0496.The horizontal coordinates were established by classical geodetic methods
 TU0496.and adjusted by the National Geodetic Survey in December 1998..
 TU0496.The horizontal coordinates are valid at the epoch date displayed above.
 TU0496.The epoch date for horizontal control is a decimal equivalence
 TU0496.of Year/Month/Day.
 TU0496
 TU0496.The orthometric height was key entered from printed documents
 TU0496.and not key verified.
 TU0496
 TU0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0496
 TU0496.The geoid height was determined by GEOID03.
 TU0496
 TU0496;                    North         East     Units Scale Factor Converg.
 TU0496;SPC HI 3     -    51,654.713   508,151.108   MT  0.99999082   +0 01 44.5
 TU0496;UTM  04      - 2,392,613.247   611,636.957   MT  0.99975400   +0 23 51.8
 TU0496
 TU0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0496!SPC HI 3     -   0.99999725  x   0.99999082  =   0.99998807
 TU0496!UTM  04      -   0.99999725  x   0.99975400  =   0.99975125
 TU0496
 TU0496                          SUPERSEDED SURVEY CONTROL
 TU0496
 TU0496  NAD 83(1986)-  21 37 59.39194(N)    157 55 16.55999(W) AD(       ) 2
 TU0496  OLD HI      -  21 38 10.83988(N)    157 55 26.46493(W) AD(       ) 2
 TU0496
 TU0496.Superseded values are not recommended for survey control.
 TU0496.NGS no longer adjusts projects to the OLD HI datum.
 TU0496.See file dsdata.txt to determine how the superseded data were derived.
 TU0496
 TU0496_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1163792613(NAD 83)
 TU0496_MARKER: DD = SURVEY DISK
 TU0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0496_STAMPING: 5-6 1969
 TU0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0496+STABILITY: SURFACE MOTION
 TU0496
 TU0496  HISTORY     - Date     Condition        Report By
 TU0496  HISTORY     - 1969     MONUMENTED       HIGS
 TU0496  HISTORY     - 1969     GOOD             NGS
 TU0496
 TU0496                          STATION DESCRIPTION
 TU0496
 TU0496'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0496'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE
 TU0496'AT HAUULA, 19.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 TU0496'60.3 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM MAIL BOX NO.
 TU0496'55-241, 114.4 FEET NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM
 TU0496'BENCH MARK LIEA 2, 95.3 FEET NORTH OF POWER POLE 58T, 88.8
 TU0496'FEET SOUTH OF POWER POLE 57T WHICH IS BETWEEN TWO
 TU0496'GRAVELED DRIVEWAYS, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 TU0496'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0496
 TU0496                          STATION RECOVERY (1969)
 TU0496
 TU0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0496'1.1 MI NW FROM HAUULA.
 TU0496'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0496'HAUULA, 19.3 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 60.3 FEET
 TU0496'NORTHWEST AND ACROSS THE HIGHWAY FROM MAIL BOX NO. 55-241, 114.4 FEET
 TU0496'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM BENCH MARK LIEA 2, 95.3
 TU0496'FEET NORTH OF POWER POLE 58T, 88.8 FEET SOUTH OF POWER POLE 57T WHICH
 TU0496'IS BETWEEN TWO GRAVELED DRIVEWAYS, ABOUT LEVEL WITH THE HIGHWAY, AND
 TU0496'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0501 ***********************************************************************
 TU0501  DESIGNATION -  5 7
 TU0501  PID         -  TU0501
 TU0501  STATE/COUNTY-  HI/HONOLULU
 TU0501  USGS QUAD   -  KAHUKU (1983)
 TU0501
 TU0501                         *CURRENT SURVEY CONTROL
 TU0501  ___________________________________________________________________
 TU0501* NAD 83(1993)-  21 39 24.72497(N)    157 55 51.07914(W)     ADJUSTED  
 TU0501* LOCAL TIDAL -         3.654  (meters)      11.99   (feet)  ADJ UNCH  
 TU0501  ___________________________________________________________________
 TU0501  EPOCH DATE  -        1993.62
 TU0501  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 TU0501  GEOID HEIGHT-          13.65  (meters)                     GEOID03
 TU0501
 TU0501  HORZ ORDER  -  SECOND
 TU0501  VERT ORDER  -  FIRST     CLASS II
 TU0501
 TU0501.The horizontal coordinates were established by classical geodetic methods
 TU0501.and adjusted by the National Geodetic Survey in December 1998..
 TU0501.The horizontal coordinates are valid at the epoch date displayed above.
 TU0501.The epoch date for horizontal control is a decimal equivalence
 TU0501.of Year/Month/Day.
 TU0501
 TU0501.The orthometric height was key entered from printed documents
 TU0501.and not key verified.
 TU0501
 TU0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0501
 TU0501.The geoid height was determined by GEOID03.
 TU0501
 TU0501;                    North         East     Units Scale Factor Converg.
 TU0501;SPC HI 3     -    54,277.337   507,157.007   MT  0.99999063   +0 01 31.9
 TU0501;UTM  04      - 2,395,228.793   610,626.233   MT  0.99975122   +0 23 40.6
 TU0501
 TU0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0501!SPC HI 3     -   0.99999728  x   0.99999063  =   0.99998791
 TU0501!UTM  04      -   0.99999728  x   0.99975122  =   0.99974850
 TU0501
 TU0501                          SUPERSEDED SURVEY CONTROL
 TU0501
 TU0501  NAD 83(1986)-  21 39 24.67721(N)    157 55 51.08924(W) AD(       ) 2
 TU0501  OLD HI      -  21 39 36.12913(N)    157 56 00.99617(W) AD(       ) 2
 TU0501
 TU0501.Superseded values are not recommended for survey control.
 TU0501.NGS no longer adjusts projects to the OLD HI datum.
 TU0501.See file dsdata.txt to determine how the superseded data were derived.
 TU0501
 TU0501_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1062695229(NAD 83)
 TU0501_MARKER: DD = SURVEY DISK
 TU0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0501_STAMPING: 5-7 1969
 TU0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0501+STABILITY: SURFACE MOTION
 TU0501
 TU0501  HISTORY     - Date     Condition        Report By
 TU0501  HISTORY     - 1969     MONUMENTED       HIGS
 TU0501  HISTORY     - 1969     GOOD             NGS
 TU0501  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0501
 TU0501                          STATION DESCRIPTION
 TU0501
 TU0501'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0501'2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE KAHUKU
 TU0501'PLANTATION COMPANY HEADQUARTERS AT KAHUKU, AT THE NORTHWEST END
 TU0501'OF A CURVE, 24.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 TU0501'8.1 FEET NORTH OF POWER POLE 51, 9.5 FEET SOUTHEAST OF GUY POLE
 TU0501'221, 43 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD
 TU0501'NORTHEAST, ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 TU0501'THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 TU0501'GROUND.  3.2 MILES NORTHWEST OF HAUULA.
 TU0501
 TU0501                          STATION RECOVERY (1969)
 TU0501
 TU0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0501'2.05 MI SE FROM KAHUKU.
 TU0501'2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0501'COMPANY HEADQUARTERS AT KAHUKU, AT THE NORTHWEST END OF A CURVE, 24.6
 TU0501'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8.1 FEET NORTH OF
 TU0501'POWER POLE 51, 9.5 FEET SOUTHEAST OF GUY POLE 221, 43 FEET NORTHWEST
 TU0501'OF THE CENTER LINE OF A GRAVELED ROAD NORTHEAST, ABOUT 2 1/2 FEET
 TU0501'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TU0501'PROJECTING 1.0 FOOT ABOVE THE GROUND.  3.2 MILES NORTHWEST OF HAUULA.
 TU0501
 TU0501                          STATION RECOVERY (2006)
 TU0501
 TU0501'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0501'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0506 ***********************************************************************
 TU0506  DESIGNATION -  5 8
 TU0506  PID         -  TU0506
 TU0506  STATE/COUNTY-  HI/HONOLULU
 TU0506  USGS QUAD   -  KAHUKU (1983)
 TU0506
 TU0506                         *CURRENT SURVEY CONTROL
 TU0506  ___________________________________________________________________
 TU0506* NAD 83(1993)-  21 40 34.88441(N)    157 56 50.72450(W)     ADJUSTED  
 TU0506* LOCAL TIDAL -         2.720  (meters)       8.92   (feet)  ADJ UNCH  
 TU0506  ___________________________________________________________________
 TU0506  EPOCH DATE  -        1993.62
 TU0506  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 TU0506  GEOID HEIGHT-          13.40  (meters)                     GEOID03
 TU0506
 TU0506  HORZ ORDER  -  SECOND
 TU0506  VERT ORDER  -  FIRST     CLASS II
 TU0506
 TU0506.The horizontal coordinates were established by classical geodetic methods
 TU0506.and adjusted by the National Geodetic Survey in December 1998..
 TU0506.The horizontal coordinates are valid at the epoch date displayed above.
 TU0506.The epoch date for horizontal control is a decimal equivalence
 TU0506.of Year/Month/Day.
 TU0506
 TU0506.The orthometric height was key entered from printed documents
 TU0506.and not key verified.
 TU0506
 TU0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0506
 TU0506.The geoid height was determined by GEOID03.
 TU0506
 TU0506;                    North         East     Units Scale Factor Converg.
 TU0506;SPC HI 3     -    56,434.550   505,441.344   MT  0.99999037   +0 01 09.9
 TU0506;UTM  04      - 2,397,374.386   608,897.121   MT  0.99974653   +0 23 19.8
 TU0506
 TU0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0506!SPC HI 3     -   0.99999747  x   0.99999037  =   0.99998784
 TU0506!UTM  04      -   0.99999747  x   0.99974653  =   0.99974400
 TU0506
 TU0506                          SUPERSEDED SURVEY CONTROL
 TU0506
 TU0506  NAD 83(1986)-  21 40 34.83665(N)    157 56 50.73490(W) AD(       ) 2
 TU0506  OLD HI      -  21 40 46.29075(N)    157 57 00.64394(W) AD(       ) 2
 TU0506
 TU0506.Superseded values are not recommended for survey control.
 TU0506.NGS no longer adjusts projects to the OLD HI datum.
 TU0506.See file dsdata.txt to determine how the superseded data were derived.
 TU0506
 TU0506_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0889797374(NAD 83)
 TU0506_MARKER: DD = SURVEY DISK
 TU0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0506_STAMPING: 5-8 1969
 TU0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0506+STABILITY: SURFACE MOTION
 TU0506
 TU0506  HISTORY     - Date     Condition        Report By
 TU0506  HISTORY     - 1969     MONUMENTED       HIGS
 TU0506  HISTORY     - 1969     GOOD             NGS
 TU0506  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0506
 TU0506                          STATION DESCRIPTION
 TU0506
 TU0506'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0506'AT KAHUKU, 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM
 TU0506'KAHUKU PLANTATION COMPANY HEADQUARTERS, 22.8 FEET EAST OF THE
 TU0506'NORTH CORNER OF A FENCE AROUND THE SCHOOL YARD OF KAHUKU
 TU0506'ELEMENTARY SCHOOL, 24.0 FEET SOUTHWEST OF THE CENTER LINE OF
 TU0506'THE HIGHWAY, ON THE EXTENDED CENTER LINE OF AN ASPHALT ROAD
 TU0506'NORTHEAST, 15.5 FEET NORTH AND ACROSS AN ASPHALT WALKWAY FROM
 TU0506'POWER POLE 15, ALONG THE NORTHEAST SIDE OF THE WALKWAY, ABOUT
 TU0506'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TU0506'0.2 FOOT UNDERGROUND.
 TU0506
 TU0506                          STATION RECOVERY (1969)
 TU0506
 TU0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0506'IN KAHUKU.
 TU0506'AT KAHUKU, 0.25 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM KAHUKU
 TU0506'PLANTATION COMPANY HEADQUARTERS 22.8 FEET EAST OF THE NORTH CORNER OF
 TU0506'A FENCE AROUND THE SCHOOL YARD OF KAHUKU ELEMENTARY SCHOOL, 24.0 FEET
 TU0506'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON THE EXTENDED CENTER
 TU0506'LINE OF AN ASPHALT ROAD NORTHEAST, 15.5 FEET NORTH AND ACROSS AN
 TU0506'ASPHALT WALKWAY FROM POWER POLE 15, ALONG THE NORTHEAST SIDE OF THE
 TU0506'WALKWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TU0506'CONCRETE POST 0.2 FOOT UNDERGROUND.
 TU0506
 TU0506                          STATION RECOVERY (2006)
 TU0506
 TU0506'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0506'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0508 ***********************************************************************
 TU0508  DESIGNATION -  5 9 A
 TU0508  PID         -  TU0508
 TU0508  STATE/COUNTY-  HI/HONOLULU
 TU0508  USGS QUAD   -  KAHUKU (1983)
 TU0508
 TU0508                         *CURRENT SURVEY CONTROL
 TU0508  ___________________________________________________________________
 TU0508* NAD 83(1986)-  21 41 24.     (N)    157 58 04.     (W)     SCALED    
 TU0508* LOCAL TIDAL -         5.649  (meters)      18.53   (feet)  ADJ UNCH  
 TU0508  ___________________________________________________________________
 TU0508  GEOID HEIGHT-          13.24  (meters)                     GEOID03
 TU0508
 TU0508  VERT ORDER  -  FIRST     CLASS II
 TU0508
 TU0508.The horizontal coordinates were scaled from a topographic map and have
 TU0508.an estimated accuracy of +/- 6 seconds.
 TU0508
 TU0508.The orthometric height was key entered from printed documents
 TU0508.and not key verified.
 TU0508
 TU0508.The geoid height was determined by GEOID03.
 TU0508
 TU0508;                    North         East    Units  Estimated Accuracy
 TU0508;SPC HI 3     -    57,950.      503,330.      MT  (+/- 180 meters Scaled)
 TU0508
 TU0508                          SUPERSEDED SURVEY CONTROL
 TU0508
 TU0508.No superseded survey control is available for this station.
 TU0508
 TU0508_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ067988(NAD 83)
 TU0508_MARKER: DD = SURVEY DISK
 TU0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0508_STAMPING: 5-9 A 1969
 TU0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0508+STABILITY: SURFACE MOTION
 TU0508
 TU0508  HISTORY     - Date     Condition        Report By
 TU0508  HISTORY     - 1969     MONUMENTED
 TU0508  HISTORY     - 1969     GOOD             NGS
 TU0508  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0508
 TU0508                          STATION DESCRIPTION
 TU0508
 TU0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0508'1.5 MI NW FROM KAHUKU.
 TU0508'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0508'COMPANY HEADQUARTERS AT KAHUKU, IN FRONT OF THE S. TANAKA STORE, 15.0
 TU0508'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31.2 FEET WEST OF
 TU0508'THE WEST CORNER OF A TELEPHONE BOOTH, 74 FEET NORTH AND ACROSS THE
 TU0508'HIGHWAY FROM TELEPHONE POLE 19-127T, 63.8 FEET WEST OF GUY POLE P-51,
 TU0508'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TU0508'0.2 FOOT UNDERGROUND.
 TU0508
 TU0508                          STATION RECOVERY (2006)
 TU0508
 TU0508'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0508'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0507 ***********************************************************************
 TU0507  DESIGNATION -  5 9 SS
 TU0507  PID         -  TU0507
 TU0507  STATE/COUNTY-  HI/HONOLULU
 TU0507  USGS QUAD   -  KAHUKU (1983)
 TU0507
 TU0507                         *CURRENT SURVEY CONTROL
 TU0507  ___________________________________________________________________
 TU0507* NAD 83(1993)-  21 41 01.77223(N)    157 57 37.99057(W)     ADJUSTED  
 TU0507* LOCAL TIDAL -         7.193  (meters)      23.60   (feet)  ADJ UNCH  
 TU0507  ___________________________________________________________________
 TU0507  EPOCH DATE  -        1993.62
 TU0507  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 TU0507  GEOID HEIGHT-          13.33  (meters)                     GEOID03
 TU0507
 TU0507  HORZ ORDER  -  SECOND
 TU0507  VERT ORDER  -  FIRST     CLASS II
 TU0507
 TU0507.The horizontal coordinates were established by classical geodetic methods
 TU0507.and adjusted by the National Geodetic Survey in December 1998..
 TU0507.The horizontal coordinates are valid at the epoch date displayed above.
 TU0507.The epoch date for horizontal control is a decimal equivalence
 TU0507.of Year/Month/Day.
 TU0507
 TU0507.The orthometric height was key entered from printed documents
 TU0507.and not key verified.
 TU0507
 TU0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0507
 TU0507.The geoid height was determined by GEOID03.
 TU0507
 TU0507;                    North         East     Units Scale Factor Converg.
 TU0507;SPC HI 3     -    57,261.133   504,082.316   MT  0.99999021   +0 00 52.5
 TU0507;UTM  04      - 2,398,191.988   607,533.126   MT  0.99974288   +0 23 02.7
 TU0507
 TU0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0507!SPC HI 3     -   0.99999677  x   0.99999021  =   0.99998698
 TU0507!UTM  04      -   0.99999677  x   0.99974288  =   0.99973966
 TU0507
 TU0507                          SUPERSEDED SURVEY CONTROL
 TU0507
 TU0507  NAD 83(1986)-  21 41 01.72432(N)    157 57 38.00117(W) AD(       ) 2
 TU0507  OLD HI      -  21 41 13.17879(N)    157 57 47.91119(W) AD(       ) 2
 TU0507
 TU0507.Superseded values are not recommended for survey control.
 TU0507.NGS no longer adjusts projects to the OLD HI datum.
 TU0507.See file dsdata.txt to determine how the superseded data were derived.
 TU0507
 TU0507_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0753398192(NAD 83)
 TU0507_MARKER: DD = SURVEY DISK
 TU0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0507_STAMPING: 5-9 1969
 TU0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0507+STABILITY: SURFACE MOTION
 TU0507
 TU0507  HISTORY     - Date     Condition        Report By
 TU0507  HISTORY     - 1969     MONUMENTED       HIGS
 TU0507  HISTORY     - 1969     GOOD             NGS
 TU0507
 TU0507                          STATION DESCRIPTION
 TU0507
 TU0507'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0507'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU
 TU0507'PLANTATION COMPANY HEADQUARTERS AT KAHUKU, AT THE JUNCTION OF A
 TU0507'DIRT ROAD SOUTH, 16.6 FEET NORTHEAST OF THE CENTER LINE OF THE
 TU0507'HIGHWAY, 20 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF THE
 TU0507'ROAD, 47.3 FEET SOUTH OF THE SOUTH CORNER OF A SMALL BUILDING
 TU0507'HOUSING A WATER PUMP, 82.5 FEET NORTH AND ACROSS THE HIGHWAY
 TU0507'FROM POWER POLE 116 8T, 76 FEET EAST AND ACROSS THE HIGHWAY
 TU0507'FROM POWER POLE 8A, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 TU0507'THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 TU0507
 TU0507                          STATION RECOVERY (1969)
 TU0507
 TU0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0507'0.8 MI NW FROM KAHUKU.
 TU0507'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0507'COMPANY HEADQUARTERS AT KAHUKU, AT THE JUNCTION OF A DIRT ROAD SOUTH,
 TU0507'16.6 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
 TU0507'SOUTHEAST OF THE EXTENDED CENTER LINE OF THE ROAD, 47.3 FEET SOUTH OF
 TU0507'THE SOUTH CORNER OF A SMALL BUILDING HOUSING A WATER PUMP, 82.5 FEET
 TU0507'NORTH AND ACROSS THE HIGHWAY FROM POWER POLE 116 8T, 76 FEET EAST AND
 TU0507'ACROSS THE HIGHWAY FROM POWER POLE 8A, ABOUT LEVEL WITH THE HIGHWAY,
 TU0507'AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2320 ***********************************************************************
 TU2320  DESIGNATION -  51209 1977
 TU2320  PID         -  TU2320
 TU2320  STATE/COUNTY-  HI/HAWAII
 TU2320  USGS QUAD   -  MAUNA KEA (1982)
 TU2320
 TU2320                         *CURRENT SURVEY CONTROL
 TU2320  ___________________________________________________________________
 TU2320* NAD 83(1993)-  19 49 25.50931(N)    155 28 08.65790(W)     ADJUSTED  
 TU2320* LOCAL TIDAL -      4198.0    (meters)   13773.     (feet)  VERT ANG  
 TU2320  ___________________________________________________________________
 TU2320  EPOCH DATE  -        1993.62
 TU2320  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 TU2320  GEOID HEIGHT-          26.30  (meters)                     GEOID03
 TU2320
 TU2320  HORZ ORDER  -  SECOND
 TU2320
 TU2320.The horizontal coordinates were established by classical geodetic methods
 TU2320.and adjusted by the National Geodetic Survey in December 1998..
 TU2320.The horizontal coordinates are valid at the epoch date displayed above.
 TU2320.The epoch date for horizontal control is a decimal equivalence
 TU2320.of Year/Month/Day.
 TU2320
 TU2320.The orthometric height was determined by vertical angle observations.
 TU2320
 TU2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2320
 TU2320.The geoid height was determined by GEOID03.
 TU2320
 TU2320;                    North         East     Units Scale Factor Converg.
 TU2320;SPC HI 1     -   109,632.139   503,240.042   MT  0.99996680   +0 00 37.8
 TU2320;UTM  05      - 2,193,868.587   241,373.900   MT  1.00042682   -0 50 16.1
 TU2320
 TU2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2320!SPC HI 1     -   0.99933641  x   0.99996680  =   0.99930323
 TU2320!UTM  05      -   0.99933641  x   1.00042682  =   0.99976295
 TU2320
 TU2320:                Primary Azimuth Mark                     Grid Az
 TU2320:SPC HI 1     -  KALOALOA RESET                           094 28 00.9
 TU2320:UTM  05      -  KALOALOA RESET                           095 18 54.8
 TU2320
 TU2320|---------------------------------------------------------------------|
 TU2320| PID    Reference Object                     Distance      Geod. Az  |
 TU2320|                                                           dddmmss.s |
 TU2320| TU2298 KALOALOA RESET                      APPROX.14.2 KM 0942838.7 |
 TU2320| TU2316 KEA 1977                            104.739 METERS 18051     |
 TU2320| TU2317 KEA RM A 1977                        82.834 METERS 18411     |
 TU2320| TU2323 MAUNA KEA U OF HAWAII OBS DOME       91.150 METERS 20352     |
 TU2320| TU2319 51209 RM 1 1977                      63.409 METERS 20858     |
 TU2320| TU2324 LURE CALIBRATION PT 1977             86.850 METERS 20926     |
 TU2320|---------------------------------------------------------------------|
 TU2320
 TU2320                          SUPERSEDED SURVEY CONTROL
 TU2320
 TU2320  NAD 83(1986)-  19 49 25.49001(N)    155 28 08.68443(W) AD(       ) 2
 TU2320  OLD HI      -  19 49 36.45531(N)    155 28 18.68331(W) AD(       ) 2
 TU2320
 TU2320.Superseded values are not recommended for survey control.
 TU2320.NGS no longer adjusts projects to the OLD HI datum.
 TU2320.See file dsdata.txt to determine how the superseded data were derived.
 TU2320
 TU2320_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4137493869(NAD 83)
 TU2320_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2320+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 TU2320
 TU2320  HISTORY     - Date     Condition        Report By
 TU2320  HISTORY     - 1977     MONUMENTED       NGS
 TU2320  HISTORY     - 1986     GOOD
 TU2320  HISTORY     - 20051010 GOOD             USPSQD
 TU2320
 TU2320                          STATION DESCRIPTION
 TU2320
 TU2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2320'STATION IS LOCATED NEAR THE SUMMIT OF MAUNA KEA MOUNTAIN AND
 TU2320'ABOUT 280 FEET NORTHEAST OF THE ENTRANCE TO THE UNIVERSITY OF
 TU2320'HAWAII OBSERVATORY.
 TU2320'
 TU2320'TO REACH THE STATION FROM THE POST OFFICE IN HILO, GO WESTERLY
 TU2320'ON STATE HIGHWAY 20 FOR 27.3 MILES TO A PAVED SIDE ROAD
 TU2320'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE PAVED ROAD (WHICH
 TU2320'TURNS INTO GRAVEL AT ABOUT THE 9000 FOOT LEVEL) TO THE SUMMIT,
 TU2320'UNIVERSITY OF HAWAII OBSERVATORY AND THE STATION AS DESCRIBED.
 TU2320'
 TU2320'THE STATION MARKS ARE STANDARD DISKS STAMPED 51209 1977.  THE
 TU2320'SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 TU2320'GROUND SURFACE AND THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 TU2320'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 TU2320'ARE ABOUT 280 FEET NORTHEAST OF THE ENTRANCE TO THE OBSERVATORY,
 TU2320'71 FEET SOUTH-SOUTHWEST OF A SMALL METAL DOME BUILDING, 45 FEET
 TU2320'WEST-NORTHWEST OF CENTER OF A GRAVELED ROAD AND 5 FEET
 TU2320'EAST-SOUTHEAST OF THE NORTHWEST EDGE OF THE HILL.  (NOTE
 TU2320'1A,7A)
 TU2320'
 TU2320'REFERENCE MARK 1, STAMPED 51209 NO 1 1977, IS A STANDARD DISK
 TU2320'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 24 BY 30
 TU2320'FOOT SLAB OF CONCRETE WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 TU2320'IS 103 FEET NORTH-NORTHEAST OF THE ENTRANCE TO THE
 TU2320'OBSERVATORY, 64 FEET NORTH OF THE NORTH EDGE OF THE OBSERVATORY
 TU2320'AND 16 FEET WEST OF A CONCRETE FOUNDATION WHICH IS ABOUT 6 BY
 TU2320'6 FEET IN SIZE.  (NOTE DESC.)
 TU2320'
 TU2320'REFERENCE MARK A, STAMPED KEA RM A 1977, ARE STANDARD REFERENCE
 TU2320'MARK DISKS.  THE SURFACE DISK IS SET IN A ROUND CONCRETE POST
 TU2320'FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND DISK IS SET
 TU2320'IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE
 TU2320'GROUND SURFACE.  THEY ARE 110 FEET NORTHEAST OF THE SOUTHEAST
 TU2320'CORNER OF THE OBSERVATORY, 62 FEET EAST OF THE ENTRANCE TO
 TU2320'THE OBSERVATORY AND 23 FEET WEST OF THE WEST EDGE OF THE
 TU2320'HILL.  (NOTE 11B, DESC.)
 TU2320'
 TU2320'LURE CALIBRATION PT, IS THE CENTER OF A REFLECTOR WHICH IS
 TU2320'MOUNTED IN A WOODEN BOX THAT IS 0.25 BY 0.27 METERS IN SIZE AND
 TU2320'IS FASTENED TO THE NORTH WALL OF THE OBSERVATORY AND IS ABOUT
 TU2320'9.546 METERS ABOVE THE GROUND SURFACE.  (NOTE DESC.)
 TU2320'
 TU2320'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2320'
 TU2320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2320'28 MILES NORTHWEST OF HILO.
 TU2320
 TU2320                          STATION RECOVERY (1986)
 TU2320
 TU2320'RECOVERED 1986
 TU2320'RECOVERED IN GOOD CONDITION.
 TU2320
 TU2320                          STATION RECOVERY (2005)
 TU2320
 TU2320'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU2320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0029 ***********************************************************************
 TU0029  DESIGNATION -  5.79 USGS
 TU0029  PID         -  TU0029
 TU0029  STATE/COUNTY-  HI/HAWAII
 TU0029  USGS QUAD   -  HILO (1995)
 TU0029
 TU0029                         *CURRENT SURVEY CONTROL
 TU0029  ___________________________________________________________________
 TU0029* NAD 83(1993)-  19 43 33.41997(N)    155 04 16.11496(W)     ADJUSTED  
 TU0029* LOCAL TIDAL -         1.721  (meters)       5.65   (feet)  ADJ UNCH  
 TU0029  ___________________________________________________________________
 TU0029  EPOCH DATE  -        1993.62
 TU0029  LAPLACE CORR-         -17.44  (seconds)                    DEFLEC99
 TU0029  GEOID HEIGHT-          18.01  (meters)                     GEOID03
 TU0029
 TU0029  HORZ ORDER  -  SECOND
 TU0029  VERT ORDER  -  FIRST     CLASS I
 TU0029
 TU0029.The horizontal coordinates were established by classical geodetic methods
 TU0029.and adjusted by the National Geodetic Survey in December 1998..
 TU0029.The horizontal coordinates are valid at the epoch date displayed above.
 TU0029.The epoch date for horizontal control is a decimal equivalence
 TU0029.of Year/Month/Day.
 TU0029
 TU0029.The orthometric height was key entered from printed documents
 TU0029.and not key verified.
 TU0029
 TU0029.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0029
 TU0029.The geoid height was determined by GEOID03.
 TU0029
 TU0029;                    North         East     Units Scale Factor Converg.
 TU0029;SPC HI 1     -    98,862.096   544,954.614   MT  0.99999164   +0 08 41.1
 TU0029;UTM  05      - 2,182,479.969   282,938.391   MT  1.00018240   -0 41 57.6
 TU0029
 TU0029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0029!SPC HI 1     -   0.99999690  x   0.99999164  =   0.99998854
 TU0029!UTM  05      -   0.99999690  x   1.00018240  =   1.00017930
 TU0029
 TU0029|---------------------------------------------------------------------|
 TU0029| PID    Reference Object                     Distance      Geod. Az  |
 TU0029|                                                           dddmmss.s |
 TU0029| TU2251 5.79 A PT                            16.323 METERS 10504     |
 TU0029| TU2265 HALAI 2                             APPROX. 2.9 KM 2485138.3 |
 TU0029|---------------------------------------------------------------------|
 TU0029
 TU0029                          SUPERSEDED SURVEY CONTROL
 TU0029
 TU0029  NAD 83(1986)-  19 43 33.38771(N)    155 04 16.13435(W) AD(       ) 2
 TU0029  OLD HI      -  19 43 44.32976(N)    155 04 26.10205(W) AD(       ) 2
 TU0029
 TU0029.Superseded values are not recommended for survey control.
 TU0029.NGS no longer adjusts projects to the OLD HI datum.
 TU0029.See file dsdata.txt to determine how the superseded data were derived.
 TU0029
 TU0029_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8293882480(NAD 83)
 TU0029_MARKER: DD = SURVEY DISK
 TU0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0029_SP_SET: STONE
 TU0029_STAMPING: 5.79 1910
 TU0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0029+STABILITY: SURFACE MOTION
 TU0029
 TU0029  HISTORY     - Date     Condition        Report By
 TU0029  HISTORY     - 1977     MONUMENTED       USGS
 TU0029  HISTORY     - 1975     GOOD             NGS
 TU0029
 TU0029                          STATION DESCRIPTION
 TU0029
 TU0029'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LAC)
 TU0029'THE STATION IS LOCATED IN HILO, ABOUT ONE MILE EAST OF THE CENTER
 TU0029'OF TOWN, 1/10 MILE NORTH OF THE ENTRANCE TO THE SMALL BOAT HARBOR
 TU0029'AT THE MOUTH OF THE WAILOA RIVER, AND AT THE EDGE OF THE WATER
 TU0029'NEAR AN OLD WHARF.
 TU0029'
 TU0029'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU0029'19 IN THE EAST PART OF HILO GO EAST ON KAMEHAMEHA (STATE HIGHWAY
 TU0029'19) 0.4 MILE TO AN INTERSECTION.  TURN RIGHT ONTO LIHIWAI STREET
 TU0029'AND GO NORTH 0.2 MILE TO AN OLD WHARF AND THE STATION ON THE
 TU0029'LEFT.
 TU0029'
 TU0029'THE STATION MARK IS A USGS DISK STAMPED 5.79 1910 CEMENTED IN A
 TU0029'DRILL HOLE IN THE TOP OF A STONE AND MORTAR PIER WHICH IS ABOUT
 TU0029'3.5 FEET IN DIAMETER AND 5 FEET HIGH AND IS THE SOUTHWEST ONE OF
 TU0029'FOUR SIMILAR PIERS ABOUT 25 FEET APART.  IT IS 80.0 FEET
 TU0029'NORTH-NORTHWEST OF A LIGHT POLE AND 59.0 FEET NORTHEAST OF THE
 TU0029'NORTHEAST END OF A WHARF.
 TU0029'
 TU0029'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU0029
 TU0029                          STATION RECOVERY (1975)
 TU0029
 TU0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TU0029'IN HILO.
 TU0029'0.40 MILE WEST ALONG KAMEHAMEHA AVE. (ST. HWY. 19) FROM THE
 TU0029'INTERSECTIONS OF STATE HIGHWAYS 11 AND 19, THENCE 0.25 MILE NORTH
 TU0029'ALONG LIHAWI STREET TO OLD WHARF ON THE LEFT.  SET ON TOP OF A STONE
 TU0029'AND MORTER PIER WHICH IS ABOUT 3.5 FEET IN DIAMETER AND 5.0 FEET HIGH
 TU0029'AND IS THE MOST SOUTH WESTERLY 1 OF 4 SIMILAR PIERS ABOUT 25 FEET
 TU0029'APART.  80.0 FEET NORTH NORTH-WEST OF A BLACK AND WHITE POWER POLE
 TU0029'WITH A STREET LIGHT.  59.0 FEET NORTHEAST OF THE NORTHEAST END OF THE
 TU0029'WHARF WITH A GALVANIZED PIPE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0030 ***********************************************************************
 TU0030  DESIGNATION -  5.83
 TU0030  PID         -  TU0030
 TU0030  STATE/COUNTY-  HI/HAWAII
 TU0030  USGS QUAD   -  HILO (1995)
 TU0030
 TU0030                         *CURRENT SURVEY CONTROL
 TU0030  ___________________________________________________________________
 TU0030* NAD 83(1986)-  19 43 30.     (N)    155 04 16.     (W)     SCALED    
 TU0030* LOCAL TIDAL -         1.804  (meters)       5.92   (feet)  ADJ UNCH  
 TU0030  ___________________________________________________________________
 TU0030  GEOID HEIGHT-          18.01  (meters)                     GEOID03
 TU0030
 TU0030  VERT ORDER  -  FIRST     CLASS I
 TU0030
 TU0030.The horizontal coordinates were scaled from a topographic map and have
 TU0030.an estimated accuracy of +/- 6 seconds.
 TU0030
 TU0030.The orthometric height was key entered from printed documents
 TU0030.and not key verified.
 TU0030
 TU0030.The geoid height was determined by GEOID03.
 TU0030
 TU0030;                    North         East    Units  Estimated Accuracy
 TU0030;SPC HI 1     -    98,760.      544,960.      MT  (+/- 180 meters Scaled)
 TU0030
 TU0030                          SUPERSEDED SURVEY CONTROL
 TU0030
 TU0030.No superseded survey control is available for this station.
 TU0030
 TU0030_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB829823(NAD 83)
 TU0030_MARKER: DD = SURVEY DISK
 TU0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0030_SP_SET: STONE
 TU0030_STAMPING: 5.83 1910
 TU0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0030+STABILITY: SURFACE MOTION
 TU0030
 TU0030  HISTORY     - Date     Condition        Report By
 TU0030  HISTORY     - 1910     MONUMENTED       USGS
 TU0030  HISTORY     - 1975     GOOD             NGS
 TU0030
 TU0030                          STATION DESCRIPTION
 TU0030
 TU0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0030'IN HILO.
 TU0030'0.40 MILE WEST ALONG KAMEHAMEHA AVE. (ST. HWY. 19) FROM THE
 TU0030'INTERSECTIONS OF STATE HIGHWAYS 11 AND 19, THENCE 0.25 MILE NORTH
 TU0030'ALONG LIHAWI STREET TO OLD WHARF ON THE LEFT.  SET IN THE TOP OF A
 TU0030'STONE AND MORTER WALL WHICH EXTENDS INTO THE WATER.  79.0 FEET WEST OF
 TU0030'A LARGE WOODEN ANTENNA POLE.  11.7 FEET NORTHEAST OF THE SOUTHWEST END
 TU0030'OF THE WALL EXTENDING INTO THE WATER.  2.8 FEET SOUTHWEST OF THE
 TU0030'BEGINNING OF THE HIGHER PORTION OF THE WALL.  209.0 FEET SOUTH OF BM
 TU0030'5.79 (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0173 ***********************************************************************
 TU0173  DESIGNATION -  6
 TU0173  PID         -  TU0173
 TU0173  STATE/COUNTY-  HI/MAUI
 TU0173  USGS QUAD   -  WAILUKU (1997)
 TU0173
 TU0173                         *CURRENT SURVEY CONTROL
 TU0173  ___________________________________________________________________
 TU0173* NAD 83(1986)-  20 53 38.     (N)    156 28 03.     (W)     SCALED    
 TU0173* LOCAL TIDAL -         1.038  (meters)       3.41   (feet)  ADJ UNCH  
 TU0173  ___________________________________________________________________
 TU0173  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU0173
 TU0173  VERT ORDER  -  FIRST     CLASS II
 TU0173
 TU0173.The horizontal coordinates were scaled from a topographic map and have
 TU0173.an estimated accuracy of +/- 6 seconds.
 TU0173
 TU0173.The orthometric height was key entered from printed documents
 TU0173.and not key verified.
 TU0173
 TU0173.The geoid height was determined by GEOID03.
 TU0173
 TU0173;                    North         East    Units  Estimated Accuracy
 TU0173;SPC HI 2     -    62,070.      520,720.      MT  (+/- 180 meters Scaled)
 TU0173
 TU0173                          SUPERSEDED SURVEY CONTROL
 TU0173
 TU0173.No superseded survey control is available for this station.
 TU0173
 TU0173_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ634124(NAD 83)
 TU0173_MARKER: Z = SEE DESCRIPTION
 TU0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0173_SP_SET: PIER
 TU0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0173
 TU0173  HISTORY     - Date     Condition        Report By
 TU0173  HISTORY     - UNK      MONUMENTED       LOCENG
 TU0173  HISTORY     - 1950     GOOD             NGS
 TU0173  HISTORY     - 1980     MARK NOT FOUND   LOCSUR
 TU0173
 TU0173                          STATION DESCRIPTION
 TU0173
 TU0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TU0173'IN KAHULUI.
 TU0173'MARK IS A CIRCLE ON IRON PLATE IN CONCRETE ON CORNER OF PIER STRUCTURE
 TU0173'THAT TIDE STAFF IS BOLTED TO.  ON THE WEST SIDE OF PIER 2, ABOUT 110
 TU0173'YARDS FROM THE NORTHWEST CORNER OF THE WAREHOUSE AT SHORE END OF PIER
 TU0173'NO. 2.
 TU0173
 TU0173                          STATION RECOVERY (1980)
 TU0173
 TU0173'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 TU0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0415 ***********************************************************************
 TU0415  DESIGNATION -  6
 TU0415  PID         -  TU0415
 TU0415  STATE/COUNTY-  HI/HONOLULU
 TU0415  USGS QUAD   -  HONOLULU (1983)
 TU0415
 TU0415                         *CURRENT SURVEY CONTROL
 TU0415  ___________________________________________________________________
 TU0415* NAD 83(1986)-  21 17 42.     (N)    157 49 29.     (W)     SCALED    
 TU0415* LOCAL TIDAL -         3.354  (meters)      11.00   (feet)  ADJ UNCH  
 TU0415  ___________________________________________________________________
 TU0415  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU0415
 TU0415  VERT ORDER  -  FIRST     CLASS II
 TU0415
 TU0415.The horizontal coordinates were scaled from a topographic map and have
 TU0415.an estimated accuracy of +/- 6 seconds.
 TU0415
 TU0415.The orthometric height was key entered from printed documents
 TU0415.and not key verified.
 TU0415
 TU0415.The geoid height was determined by GEOID03.
 TU0415
 TU0415;                    North         East    Units  Estimated Accuracy
 TU0415;SPC HI 3     -    14,220.      518,190.      MT  (+/- 180 meters Scaled)
 TU0415
 TU0415                          SUPERSEDED SURVEY CONTROL
 TU0415
 TU0415.No superseded survey control is available for this station.
 TU0415
 TU0415_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ219552(NAD 83)
 TU0415_MARKER: DB = BENCH MARK DISK
 TU0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0415+STABILITY: SURFACE MOTION
 TU0415
 TU0415  HISTORY     - Date     Condition        Report By
 TU0415  HISTORY     - UNK      MONUMENTED
 TU0415  HISTORY     - 1969     GOOD             NGS
 TU0415  HISTORY     - 19990420 MARK NOT FOUND   USPSQD
 TU0415
 TU0415                          STATION DESCRIPTION
 TU0415
 TU0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0415'2.75 MI SE FROM HONOLULU.
 TU0415'0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM THE POST OFFICE AT
 TU0415'HONOLULU, THENCE 2.5 MILES SOUTHEAST ALONG SOUTH BERETANIA STREET, AT
 TU0415'THE JUNCTION OF ISENBERG STREET, 6 FEET EAST-SOUTHEAST OF THE CENTER
 TU0415'LINE OF ISENBERG, 16 FEET EAST-SOUTHEAST OF A 36-INCH MANHOLE COVER IN
 TU0415'LINE WITH THE NORTH CURB OF BERETANIA STREET, 26 FEET SOUTHEAST OF A
 TU0415'POST BEARING STREET SIGN, IN THE TOP OF A CONCRETE POST 0.6 BELOW THE
 TU0415'STREET SURFACE, ACCESS HAD TO MARK THROUGH A 7-INCH METAL MANHOLE
 TU0415'COVER WITH CITY MONUMENT INSCRIBED ON TOP.
 TU0415
 TU0415                          STATION RECOVERY (1999)
 TU0415
 TU0415'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0524 ***********************************************************************
 TU0524  DESIGNATION -  6 1
 TU0524  PID         -  TU0524
 TU0524  STATE/COUNTY-  HI/HONOLULU
 TU0524  USGS QUAD   -  HALEIWA (1983)
 TU0524
 TU0524                         *CURRENT SURVEY CONTROL
 TU0524  ___________________________________________________________________
 TU0524* NAD 83(1993)-  21 37 12.86266(N)    158 05 00.73704(W)     ADJUSTED  
 TU0524* LOCAL TIDAL -         6.415  (meters)      21.05   (feet)  ADJ UNCH  
 TU0524  ___________________________________________________________________
 TU0524  EPOCH DATE  -        1993.62
 TU0524  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 TU0524  GEOID HEIGHT-          14.38  (meters)                     GEOID03
 TU0524
 TU0524  HORZ ORDER  -  SECOND
 TU0524  VERT ORDER  -  FIRST     CLASS II
 TU0524
 TU0524.The horizontal coordinates were established by classical geodetic methods
 TU0524.and adjusted by the National Geodetic Survey in December 1998..
 TU0524.The horizontal coordinates are valid at the epoch date displayed above.
 TU0524.The epoch date for horizontal control is a decimal equivalence
 TU0524.of Year/Month/Day.
 TU0524
 TU0524.The orthometric height was key entered from printed documents
 TU0524.and not key verified.
 TU0524
 TU0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0524
 TU0524.The geoid height was determined by GEOID03.
 TU0524
 TU0524;                    North         East     Units Scale Factor Converg.
 TU0524;SPC HI 3     -    50,222.410   491,350.986   MT  0.99999092   -0 01 50.8
 TU0524;UTM  04      - 2,391,073.295   594,850.734   MT  0.99971117   +0 20 15.7
 TU0524
 TU0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0524!SPC HI 3     -   0.99999673  x   0.99999092  =   0.99998765
 TU0524!UTM  04      -   0.99999673  x   0.99971117  =   0.99970790
 TU0524
 TU0524                          SUPERSEDED SURVEY CONTROL
 TU0524
 TU0524  NAD 83(1986)-  21 37 12.81405(N)    158 05 00.74859(W) AD(       ) 2
 TU0524  OLD HI      -  21 37 24.24580(N)    158 05 10.65550(W) AD(       ) 2
 TU0524
 TU0524.Superseded values are not recommended for survey control.
 TU0524.NGS no longer adjusts projects to the OLD HI datum.
 TU0524.See file dsdata.txt to determine how the superseded data were derived.
 TU0524
 TU0524_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9485191073(NAD 83)
 TU0524_MARKER: DD = SURVEY DISK
 TU0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0524_STAMPING: 6-1 1969
 TU0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0524+STABILITY: SURFACE MOTION
 TU0524
 TU0524  HISTORY     - Date     Condition        Report By
 TU0524  HISTORY     - 1969     MONUMENTED       CGS
 TU0524  HISTORY     - 1969     GOOD             NGS
 TU0524  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0524
 TU0524                          STATION DESCRIPTION
 TU0524
 TU0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0524'STATION IS LOCATED IN THE KAWAILOA DISTRICT, ON THE NORTHERLY
 TU0524'SIDE OF KAMEHAMEHA HIGHWAY, ABOUT 300 FT. WEST OF THE
 TU0524'INTERSECTION OF POHAKULOA WAY AND KAMEHAMEHA HIGHWAY AND 0.3
 TU0524'MILE NORTHEAST FROM CONCRETE BRIDGE CROSSING KAMEHAMEHA HIGHWAY
 TU0524'WITH AZIMUTH MARK FROM MEADOW GOLD 1969 IN ITS WEST CORNER.  THE
 TU0524'BRIDGE IS ABOUT 0.2 MILE NORTHEAST FROM ENTRANCE TO MEADOW
 TU0524'GOLD DAIRY.  STATION MARK IS A STANDARD STATE SURVEY DISK
 TU0524'STAMPED 6-1 1969 IN CONCRETE MONUMENT FLUSH WITH GROUND
 TU0524'LEVEL.  TIES FROM STATION ARE--S.W. 9.57 FT. TO NAIL IN
 TU0524'TELEPHONE POLE.  S.E. 6.05 FT. TO NAIL IN PAVEMENT.
 TU0524'
 TU0524'SUB-SURFACE MARK IS IDENTICAL WITH STATION, IN CONCRETE
 TU0524'MONUMENT 2.0 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU0524'MONUMENT BY A LAYER OF SAND.
 TU0524'
 TU0524'GEODIMETER CONNECTION WAS MADE BETWEEN MEADOW GOLD AND STATE
 TU0524'SURVEY 6-1.
 TU0524'
 TU0524'THIS STATION IS ALSO BENCH MARK 6-1 (SS) OF THE 1969 FIRST ORDER
 TU0524'LEVELS.
 TU0524
 TU0524                          STATION RECOVERY (1969)
 TU0524
 TU0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0524'2.85 MI NE FROM HALEIWA.
 TU0524'2.85 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0524'HALEIWA, ON THE OUTSIDE OF A CURVE, 15.8 FEET NORTHWEST OF THE CENTER
 TU0524'LINE OF THE HIGHWAY, 50 YARDS NORTH AND ACROSS THE HIGHWAY FROM FIRE
 TU0524'HYDRANT NO. C 47, 10 FEET EAST OF A TELEPHONE POLE, ABOUT 1/2 FOOT
 TU0524'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 TU0524'UNDERGROUND.
 TU0524
 TU0524                          STATION RECOVERY (2006)
 TU0524
 TU0524'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0524'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0523 ***********************************************************************
 TU0523  DESIGNATION -  6 1 A
 TU0523  PID         -  TU0523
 TU0523  STATE/COUNTY-  HI/HONOLULU
 TU0523  USGS QUAD   -  WAIMEA (1983)
 TU0523
 TU0523                         *CURRENT SURVEY CONTROL
 TU0523  ___________________________________________________________________
 TU0523* NAD 83(1986)-  21 37 34.     (N)    158 04 29.     (W)     SCALED    
 TU0523* LOCAL TIDAL -         6.779  (meters)      22.24   (feet)  ADJ UNCH  
 TU0523  ___________________________________________________________________
 TU0523  GEOID HEIGHT-          14.31  (meters)                     GEOID03
 TU0523
 TU0523  VERT ORDER  -  FIRST     CLASS II
 TU0523
 TU0523.The horizontal coordinates were scaled from a topographic map and have
 TU0523.an estimated accuracy of +/- 6 seconds.
 TU0523
 TU0523.The orthometric height was key entered from printed documents
 TU0523.and not key verified.
 TU0523
 TU0523.The geoid height was determined by GEOID03.
 TU0523
 TU0523;                    North         East    Units  Estimated Accuracy
 TU0523;SPC HI 3     -    50,870.      492,260.      MT  (+/- 180 meters Scaled)
 TU0523
 TU0523                          SUPERSEDED SURVEY CONTROL
 TU0523
 TU0523.No superseded survey control is available for this station.
 TU0523
 TU0523_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ957917(NAD 83)
 TU0523_MARKER: DD = SURVEY DISK
 TU0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0523_STAMPING: 6-1 A 1969
 TU0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0523+STABILITY: SURFACE MOTION
 TU0523
 TU0523  HISTORY     - Date     Condition        Report By
 TU0523  HISTORY     - 1969     MONUMENTED
 TU0523  HISTORY     - 1969     GOOD             NGS
 TU0523
 TU0523                          STATION DESCRIPTION
 TU0523
 TU0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0523'3.65 MI NE FROM HALEIWA.
 TU0523'3.65 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0523'HALEIWA, 18.8 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11.4
 TU0523'FEET NORTHWEST OF A FENCE, 49.9 FEET SOUTHWEST OF FIRE HYDRANT NO. C
 TU0523'41, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 TU0523'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0541 ***********************************************************************
 TU0541  DESIGNATION -  6 10
 TU0541  PID         -  TU0541
 TU0541  STATE/COUNTY-  HI/HONOLULU
 TU0541  USGS QUAD   -  HALEIWA (1983)
 TU0541
 TU0541                         *CURRENT SURVEY CONTROL
 TU0541  ___________________________________________________________________
 TU0541* NAD 83(1993)-  21 33 43.15108(N)    158 06 47.21724(W)     ADJUSTED  
 TU0541* LOCAL TIDAL -        21.509  (meters)      70.57   (feet)  ADJ UNCH  
 TU0541  ___________________________________________________________________
 TU0541  EPOCH DATE  -        1993.62
 TU0541  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 TU0541  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU0541
 TU0541  HORZ ORDER  -  SECOND
 TU0541  VERT ORDER  -  FIRST     CLASS II
 TU0541
 TU0541.The horizontal coordinates were established by classical geodetic methods
 TU0541.and adjusted by the National Geodetic Survey in December 1998..
 TU0541.The horizontal coordinates are valid at the epoch date displayed above.
 TU0541.The epoch date for horizontal control is a decimal equivalence
 TU0541.of Year/Month/Day.
 TU0541
 TU0541.The orthometric height was key entered from printed documents
 TU0541.and not key verified.
 TU0541
 TU0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0541
 TU0541.The geoid height was determined by GEOID03.
 TU0541
 TU0541;                    North         East     Units Scale Factor Converg.
 TU0541;SPC HI 3     -    43,774.326   488,283.991   MT  0.99999170   -0 02 29.7
 TU0541;UTM  04      - 2,384,607.479   591,826.076   MT  0.99970419   +0 19 33.5
 TU0541
 TU0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0541!SPC HI 3     -   0.99999425  x   0.99999170  =   0.99998595
 TU0541!UTM  04      -   0.99999425  x   0.99970419  =   0.99969844
 TU0541
 TU0541                          SUPERSEDED SURVEY CONTROL
 TU0541
 TU0541  NAD 83(1986)-  21 33 43.10204(N)    158 06 47.22897(W) AD(       ) 2
 TU0541  OLD HI      -  21 33 54.52076(N)    158 06 57.13141(W) AD(       ) 2
 TU0541
 TU0541.Superseded values are not recommended for survey control.
 TU0541.NGS no longer adjusts projects to the OLD HI datum.
 TU0541.See file dsdata.txt to determine how the superseded data were derived.
 TU0541
 TU0541_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9182684607(NAD 83)
 TU0541_MARKER: DD = SURVEY DISK
 TU0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0541_STAMPING: 6-10 1969
 TU0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0541+STABILITY: SURFACE MOTION
 TU0541
 TU0541  HISTORY     - Date     Condition        Report By
 TU0541  HISTORY     - 1969     MONUMENTED       HIGS
 TU0541  HISTORY     - 1969     GOOD             NGS
 TU0541
 TU0541                          STATION DESCRIPTION
 TU0541
 TU0541'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0541'1.95 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0541'HALEIWA, AT THE JUNCTION OF STATE HIGHWAY 99, IN THE WEST CORNER
 TU0541'OF THE JUNCTION OF STATE HIGHWAY 99 AND A DIRT ROAD SOUTHWEST,
 TU0541'20.1 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 99, 25.5
 TU0541'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND THE EXTENDED
 TU0541'CENTER LINE OF STATE HIGHWAY 83, 53.4 FEET NORTHWEST AND ACROSS
 TU0541'THE ROAD FROM BENCH MARK T 4, 0.5 MILE SOUTH ALONG GOODALE
 TU0541'AVENUE FROM THE POST OFFICE AT WAIALUA, THENCE 0.7 MILE
 TU0541'SOUTHEAST ALONG STATE HIGHWAY 99, AND SET IN THE TOP OF A
 TU0541'CONCRETE POST FLUSH WITH THE GROUND.
 TU0541
 TU0541                          STATION RECOVERY (1969)
 TU0541
 TU0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0541'1.95 MI S FROM HALEIWA.
 TU0541'1.95 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0541'HALEIWA, AT THE JUNCTION OF STATE HIGHWAY 99, IN THE WEST CORNER OF
 TU0541'THE JUNCTION OF STATE HIGHWAY 99 AND A DIRT ROAD SOUTHWEST, 20.1 FEET
 TU0541'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 99, 25.5 FEET NORTHWEST
 TU0541'OF THE CENTER LINE OF THE ROAD AND THE EXTENDED CENTER LINE OF STATE
 TU0541'HIGHWAY 83, 53.4 FEET NORTHWEST AND ACROSS THE ROAD FROM BENCH MARK T
 TU0541'4, 0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT
 TU0541'WAIALUA, THENCE 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 99, AND SET IN
 TU0541'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0542 ***********************************************************************
 TU0542  DESIGNATION -  6 11
 TU0542  PID         -  TU0542
 TU0542  STATE/COUNTY-  HI/HONOLULU
 TU0542  USGS QUAD   -  HALEIWA (1983)
 TU0542
 TU0542                         *CURRENT SURVEY CONTROL
 TU0542  ___________________________________________________________________
 TU0542* NAD 83(1993)-  21 34 03.75941(N)    158 07 41.37367(W)     ADJUSTED  
 TU0542* LOCAL TIDAL -        13.198  (meters)      43.30   (feet)  ADJ UNCH  
 TU0542  ___________________________________________________________________
 TU0542  EPOCH DATE  -        1993.62
 TU0542  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 TU0542  GEOID HEIGHT-          15.00  (meters)                     GEOID03
 TU0542
 TU0542  HORZ ORDER  -  SECOND
 TU0542  VERT ORDER  -  FIRST     CLASS II
 TU0542
 TU0542.The horizontal coordinates were established by classical geodetic methods
 TU0542.and adjusted by the National Geodetic Survey in December 1998..
 TU0542.The horizontal coordinates are valid at the epoch date displayed above.
 TU0542.The epoch date for horizontal control is a decimal equivalence
 TU0542.of Year/Month/Day.
 TU0542
 TU0542.The orthometric height was key entered from printed documents
 TU0542.and not key verified.
 TU0542
 TU0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0542
 TU0542.The geoid height was determined by GEOID03.
 TU0542
 TU0542;                    North         East     Units Scale Factor Converg.
 TU0542;SPC HI 3     -    44,409.372   486,726.381   MT  0.99999218   -0 02 49.6
 TU0542;UTM  04      - 2,385,232.339   590,264.876   MT  0.99970068   +0 19 13.8
 TU0542
 TU0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0542!SPC HI 3     -   0.99999557  x   0.99999218  =   0.99998775
 TU0542!UTM  04      -   0.99999557  x   0.99970068  =   0.99969625
 TU0542
 TU0542                          SUPERSEDED SURVEY CONTROL
 TU0542
 TU0542  NAD 83(1986)-  21 34 03.71041(N)    158 07 41.38538(W) AD(       ) 2
 TU0542  OLD HI      -  21 34 15.12914(N)    158 07 51.28877(W) AD(       ) 2
 TU0542
 TU0542.Superseded values are not recommended for survey control.
 TU0542.NGS no longer adjusts projects to the OLD HI datum.
 TU0542.See file dsdata.txt to determine how the superseded data were derived.
 TU0542
 TU0542_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9026585232(NAD 83)
 TU0542_MARKER: DD = SURVEY DISK
 TU0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0542_STAMPING: 6-11 1969
 TU0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0542+STABILITY: SURFACE MOTION
 TU0542
 TU0542  HISTORY     - Date     Condition        Report By
 TU0542  HISTORY     - 1969     MONUMENTED       CGS
 TU0542  HISTORY     - 1969     GOOD             NGS
 TU0542
 TU0542                          STATION DESCRIPTION
 TU0542
 TU0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0542'STATION IS LOCATED IN THE WAIALUA DISTRICT, ON THE NORTH SIDE OF
 TU0542'FARRINGTON HIGHWAY, NEARLY OPPOSITE THE NORTHWEST CORNER WAIALUA
 TU0542'HIGH SCHOOL.
 TU0542'
 TU0542'TO REACH STATION FROM KAUKONAHUA ROAD AND FARRINGTON HIGHWAY
 TU0542'(THOMPSON CORNER), GO WEST TOWARDS MOKULEIA ALONG FARRINGTON
 TU0542'HIGHWAY FOR 1.05 MILES, PASSING WAIALUA HIGH SCHOOL ON LEFT, THEN
 TU0542'KUHI STREET ON RIGHT TO NEXT INTERSECTION.
 TU0542'
 TU0542'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 6-11 1969
 TU0542'IN CONCRETE MONUMENT AT THE NORTHWEST CORNER OF INTERSECTION OF
 TU0542'FARRINGTON HIGHWAY AND CANE HAUL ROAD.  STATION IS IN GRASS STRIP
 TU0542'3.5 FT. EAST FROM CORNER OF HEDGE OF HOUSE NO. 67249.  TIES
 TU0542'FROM STATION ARE--SE 75.95 FT. TO TOP OF HYDRANT ACROSS CANE HAUL
 TU0542'ROAD, NW 33.4 FT. TO ELECT. BRACE POLE IN HEDGE, SW 48.65 FT. TO
 TU0542'ELECT. POLE ACROSS HIGHWAY AND NW 25.50 FT. TO CORNER OF HOUSE
 TU0542'NO. 67249.
 TU0542'
 TU0542'SUB-SURFACE MARK IS IDENTICAL, IN CONCRETE MONUMENT 1.7 FT. BELOW
 TU0542'GROUND LEVEL AND SEPARATED FROM TOP MONUMENT BY A LAYER OF SAND.
 TU0542'
 TU0542'GEODIMETER CONNECTION WAS MADE BETWEEN PUU IKI 1927 AND STATE
 TU0542'SURVEY 6-11 1969.  THIS STATION IS ALSO BENCH MARK 6-11 (SS) OF
 TU0542'THE 1969 FIRST ORDER LEVELS.
 TU0542
 TU0542                          STATION RECOVERY (1969)
 TU0542
 TU0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0542'0.9 MI SW FROM WAIALUA.
 TU0542'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0542'THENCE 0.4 MILE WEST ALONG STATE HIGHWAY 99, AT THE NORTHWEST CORNER
 TU0542'OF THE INTERSECTION OF A PAVED ROAD, 18.8 FEET NORTH OF THE CENTER
 TU0542'LINE OF THE HIGHWAY, 38 FEET WEST OF THE CENTER LINE OF THE ROAD, 3
 TU0542'FEET EAST OF THE CORNER OF A HADGE AROUND HOUSE NO. 67-249, 75.8 FEET
 TU0542'WEST AND ACROSS THE ROAD FROM FIRE HYDRANT NO. C148, 48 FEET NORTHEAST
 TU0542'AND ACROSS THE HIGHWAY FROM POWER POLE 1 H50-48, AND SET IN THE TOP OF
 TU0542'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0552 ***********************************************************************
 TU0552  DESIGNATION -  6 12
 TU0552  PID         -  TU0552
 TU0552  STATE/COUNTY-  HI/HONOLULU
 TU0552  USGS QUAD   -  KAENA (1983)
 TU0552
 TU0552                         *CURRENT SURVEY CONTROL
 TU0552  ___________________________________________________________________
 TU0552* NAD 83(1993)-  21 34 57.34707(N)    158 12 02.75841(W)     ADJUSTED  
 TU0552* LOCAL TIDAL -         3.654  (meters)      11.99   (feet)  ADJ UNCH  
 TU0552  ___________________________________________________________________
 TU0552  EPOCH DATE  -        1993.62
 TU0552  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 TU0552  GEOID HEIGHT-          14.70  (meters)                     GEOID03
 TU0552
 TU0552  HORZ ORDER  -  SECOND
 TU0552  VERT ORDER  -  FIRST     CLASS II
 TU0552
 TU0552.The horizontal coordinates were established by classical geodetic methods
 TU0552.and adjusted by the National Geodetic Survey in December 1998..
 TU0552.The horizontal coordinates are valid at the epoch date displayed above.
 TU0552.The epoch date for horizontal control is a decimal equivalence
 TU0552.of Year/Month/Day.
 TU0552
 TU0552.The orthometric height was key entered from printed documents
 TU0552.and not key verified.
 TU0552
 TU0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0552
 TU0552.The geoid height was determined by GEOID03.
 TU0552
 TU0552;                    North         East     Units Scale Factor Converg.
 TU0552;SPC HI 3     -    46,065.485   479,208.505   MT  0.99999534   -0 04 25.9
 TU0552;UTM  04      - 2,386,839.682   582,738.792   MT  0.99968459   +0 17 38.4
 TU0552
 TU0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0552!SPC HI 3     -   0.99999712  x   0.99999534  =   0.99999246
 TU0552!UTM  04      -   0.99999712  x   0.99968459  =   0.99968171
 TU0552
 TU0552                          SUPERSEDED SURVEY CONTROL
 TU0552
 TU0552  NAD 83(1986)-  21 34 57.29753(N)    158 12 02.77035(W) AD(       ) 2
 TU0552  OLD HI      -  21 35 08.71169(N)    158 12 12.67683(W) AD(       ) 2
 TU0552
 TU0552.Superseded values are not recommended for survey control.
 TU0552.NGS no longer adjusts projects to the OLD HI datum.
 TU0552.See file dsdata.txt to determine how the superseded data were derived.
 TU0552
 TU0552_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8273986840(NAD 83)
 TU0552_MARKER: DD = SURVEY DISK
 TU0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0552_SP_SET: BASE
 TU0552_STAMPING: 6-12 1969
 TU0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0552
 TU0552  HISTORY     - Date     Condition        Report By
 TU0552  HISTORY     - 1969     MONUMENTED       HIGS
 TU0552  HISTORY     - 1969     GOOD             NGS
 TU0552  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0552
 TU0552                          STATION DESCRIPTION
 TU0552
 TU0552'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0552'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT
 TU0552'WAIALUA, THENCE 5.4 MILES WEST ALONG STATE HIGHWAY 99, THENCE
 TU0552'0.15 MILE NORTH AND WEST ALONG A SANDY TRACK ROAD, AT AN ABANDONED
 TU0552'GUN TURRENT, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT
 TU0552'2 FEET LOWER THAN THE ROAD, IN THE TOP OF A CONCRETE POST WHICH
 TU0552'IS IN THE CENTER OF THE CONCRETE BASE OF THE GUN TURRET AND
 TU0552'PROJECTS ABOUT 0.2 FOOT ABOVE THE SURFACE OF THE BASE.
 TU0552
 TU0552                          STATION RECOVERY (1969)
 TU0552
 TU0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0552'6.05 MI W FROM WAIALUA.
 TU0552'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0552'THENCE 5.4 MILES WEST ALONG STATE HIGHWAY 99, THENCE 0.15 MILE NORTH
 TU0552'AND WEST ALONG A SANDY TRACK ROAD, AT AN ABANDONED GUN TURRET, 12 FEET
 TU0552'NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET LOWER THAN THE
 TU0552'ROAD, IN THE TOP OF A CONCRETE POST WHICH IS IN THE CENTER OF THE
 TU0552'CONCRETE BASE OF THE GUN TURRET AND PROJECTS ABOUT 0.2 FOOT ABOVE THE
 TU0552'SURFACE OF THE BASE.
 TU0552
 TU0552                          STATION RECOVERY (2006)
 TU0552
 TU0552'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0552'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0555 ***********************************************************************
 TU0555  DESIGNATION -  6 12 A
 TU0555  PID         -  TU0555
 TU0555  STATE/COUNTY-  HI/HONOLULU
 TU0555  USGS QUAD   -  KAENA (1983)
 TU0555
 TU0555                         *CURRENT SURVEY CONTROL
 TU0555  ___________________________________________________________________
 TU0555* NAD 83(1986)-  21 34 43.     (N)    158 13 28.     (W)     SCALED    
 TU0555* LOCAL TIDAL -         4.488  (meters)      14.72   (feet)  ADJ UNCH  
 TU0555  ___________________________________________________________________
 TU0555  GEOID HEIGHT-          14.68  (meters)                     GEOID03
 TU0555
 TU0555  VERT ORDER  -  FIRST     CLASS II
 TU0555
 TU0555.The horizontal coordinates were scaled from a topographic map and have
 TU0555.an estimated accuracy of +/- 6 seconds.
 TU0555
 TU0555.The orthometric height was key entered from printed documents
 TU0555.and not key verified.
 TU0555
 TU0555.The geoid height was determined by GEOID03.
 TU0555
 TU0555;                    North         East    Units  Estimated Accuracy
 TU0555;SPC HI 3     -    45,630.      476,760.      MT  (+/- 180 meters Scaled)
 TU0555
 TU0555                          SUPERSEDED SURVEY CONTROL
 TU0555
 TU0555.No superseded survey control is available for this station.
 TU0555
 TU0555_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ802863(NAD 83)
 TU0555_MARKER: DB = BENCH MARK DISK
 TU0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0555_STAMPING: 6-12 A 1969
 TU0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0555+STABILITY: SURFACE MOTION
 TU0555
 TU0555  HISTORY     - Date     Condition        Report By
 TU0555  HISTORY     - 1969     MONUMENTED
 TU0555  HISTORY     - 1969     GOOD             NGS
 TU0555  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0555
 TU0555                          STATION DESCRIPTION
 TU0555
 TU0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0555'7.6 MI W FROM WAIALUA.
 TU0555'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0555'THENCE 7.1 MILES WEST ALONG STATE HIGHWAY 99, AT CAMP H. R. ERDMAN,
 TU0555'ABOUT 100 YARDS NORTH OF THE JUNCTION OF THE HIGHWAY AND THE ENTRANCE
 TU0555'ROAD TO THE CAMP, AT THE HIGHEST POINT OF THE AREA, AT THE EAST END OF
 TU0555'A BED OF LAVE BOULDERS, 84.6 FEET NORTHEAST OF A FLAGPOLE, 86.5 FEET
 TU0555'WEST OF THE NORTHWEST CORNER OF CABIN NO. 8, ABOUT 8 FEET HIGHER THAN
 TU0555'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0555
 TU0555                          STATION RECOVERY (2006)
 TU0555
 TU0555'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0555'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0561 ***********************************************************************
 TU0561  DESIGNATION -  6 13
 TU0561  PID         -  TU0561
 TU0561  STATE/COUNTY-  HI/HONOLULU
 TU0561  USGS QUAD   -  KAENA (1983)
 TU0561
 TU0561                         *CURRENT SURVEY CONTROL
 TU0561  ___________________________________________________________________
 TU0561* NAD 83(1993)-  21 34 44.38011(N)    158 15 04.28934(W)     ADJUSTED  
 TU0561* LOCAL TIDAL -        12.699  (meters)      41.66   (feet)  ADJ UNCH  
 TU0561  ___________________________________________________________________
 TU0561  EPOCH DATE  -        1993.62
 TU0561  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 TU0561  GEOID HEIGHT-          14.56  (meters)                     GEOID03
 TU0561
 TU0561  HORZ ORDER  -  SECOND
 TU0561  VERT ORDER  -  FIRST     CLASS II
 TU0561
 TU0561.The horizontal coordinates were established by classical geodetic methods
 TU0561.and adjusted by the National Geodetic Survey in December 1998..
 TU0561.The horizontal coordinates are valid at the epoch date displayed above.
 TU0561.The epoch date for horizontal control is a decimal equivalence
 TU0561.of Year/Month/Day.
 TU0561
 TU0561.The orthometric height was key entered from printed documents
 TU0561.and not key verified.
 TU0561
 TU0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0561
 TU0561.The geoid height was determined by GEOID03.
 TU0561
 TU0561;                    North         East     Units Scale Factor Converg.
 TU0561;SPC HI 3     -    45,674.239   473,985.764   MT  0.99999836   -0 05 32.6
 TU0561;UTM  04      - 2,386,415.050   577,520.327   MT  0.99967425   +0 16 31.5
 TU0561
 TU0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0561!SPC HI 3     -   0.99999571  x   0.99999836  =   0.99999407
 TU0561!UTM  04      -   0.99999571  x   0.99967425  =   0.99966997
 TU0561
 TU0561                          SUPERSEDED SURVEY CONTROL
 TU0561
 TU0561  NAD 83(1986)-  21 34 44.32969(N)    158 15 04.30206(W) AD(       ) 2
 TU0561  OLD HI      -  21 34 55.74303(N)    158 15 14.20876(W) AD(       ) 2
 TU0561
 TU0561.Superseded values are not recommended for survey control.
 TU0561.NGS no longer adjusts projects to the OLD HI datum.
 TU0561.See file dsdata.txt to determine how the superseded data were derived.
 TU0561
 TU0561_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7752086415(NAD 83)
 TU0561_MARKER: DD = SURVEY DISK
 TU0561_SETTING: 80 = SET IN A BOULDER
 TU0561_SP_SET: BOULDER
 TU0561_STAMPING: 6-13 1969
 TU0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0561+STABILITY: SURFACE MOTION
 TU0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0561+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 TU0561
 TU0561  HISTORY     - Date     Condition        Report By
 TU0561  HISTORY     - 1969     MONUMENTED       HIGS
 TU0561  HISTORY     - 1969     GOOD             NGS
 TU0561  HISTORY     - 20050607 GOOD             TERRSV
 TU0561
 TU0561                          STATION DESCRIPTION
 TU0561
 TU0561'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0561'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT
 TU0561'WAIALUA, THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE
 TU0561'1.35 MILES WEST ALONG A DIRT AND ROCK ROAD, ON A RIDGE, ON THE
 TU0561'NORTH SIDE OF A CUT FOR THE TRACK ROAD NEAREST THE OCEAN, IN LINE
 TU0561'WITH A ROW OF POWER LINE POLES, IN THE TOP OF THE CENTER OF A
 TU0561'3- BY 3-FOOT BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND, 18
 TU0561'FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, ABOUT 50 YARDS
 TU0561'SOUTH OF THE OCEAN, ABOUT 8 FEET HIGHER THAN THE ROAD AND 70
 TU0561'FEET ABOVE THE OCEAN.
 TU0561
 TU0561                          STATION RECOVERY (1969)
 TU0561
 TU0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0561'9.85 MI W FROM WAIALUA.
 TU0561'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0561'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 1.35 MILES WEST
 TU0561'ALONG A DIRT AND ROCK ROAD, ON A RIDGE, ON THE NORTH SIDE OF A CUT FOR
 TU0561'THE TRACK ROAD NEAREST THE OCEAN, IN LINE WITH A ROW OF POWER LINE
 TU0561'POLES, IN THE TOP OF THE CENTER OF A 3- BY 3-FOOT BOULDER PROJECTING
 TU0561'1.0 FOOT ABOVE THE GROUND, 18 FEET NORTH OF THE CENTER LINE OF A TRACK
 TU0561'ROAD, ABOUT 50 YARDS SOUTH OF THE OCEAN, ABOUT 8 FEET HIGHER THAN THE
 TU0561'ROAD AND 70 FEET ABOVE THE OCEAN.
 TU0561
 TU0561                          STATION RECOVERY (2005)
 TU0561
 TU0561'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 TU0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0539 ***********************************************************************
 TU0539  DESIGNATION -  6 14
 TU0539  PID         -  TU0539
 TU0539  STATE/COUNTY-  HI/HONOLULU
 TU0539  USGS QUAD   -  HALEIWA (1983)
 TU0539
 TU0539                         *CURRENT SURVEY CONTROL
 TU0539  ___________________________________________________________________
 TU0539* NAD 83(1986)-  21 34 07.     (N)    158 06 33.     (W)     SCALED    
 TU0539* LOCAL TIDAL -        16.826  (meters)      55.20   (feet)  ADJ UNCH  
 TU0539  ___________________________________________________________________
 TU0539  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU0539
 TU0539  VERT ORDER  -  FIRST     CLASS II
 TU0539
 TU0539.The horizontal coordinates were scaled from a topographic map and have
 TU0539.an estimated accuracy of +/- 6 seconds.
 TU0539
 TU0539.The orthometric height was key entered from printed documents
 TU0539.and not key verified.
 TU0539
 TU0539.The geoid height was determined by GEOID03.
 TU0539
 TU0539;                    North         East    Units  Estimated Accuracy
 TU0539;SPC HI 3     -    44,510.      488,690.      MT  (+/- 180 meters Scaled)
 TU0539
 TU0539                          SUPERSEDED SURVEY CONTROL
 TU0539
 TU0539.No superseded survey control is available for this station.
 TU0539
 TU0539_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ922853(NAD 83)
 TU0539_MARKER: DD = SURVEY DISK
 TU0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0539_STAMPING: 6-14 1969
 TU0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0539+STABILITY: SURFACE MOTION
 TU0539
 TU0539  HISTORY     - Date     Condition        Report By
 TU0539  HISTORY     - 1969     MONUMENTED
 TU0539  HISTORY     - 1969     GOOD             NGS
 TU0539
 TU0539                          STATION DESCRIPTION
 TU0539
 TU0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0539'1.4 MI S FROM HALEIWA.
 TU0539'1.4 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0539'HALEIWA, AT THE JUNCTION OF A PAVED ROAD EAST, 15.8 FEET WEST OF THE
 TU0539'CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE EXTENDED CENTER LINE
 TU0539'OF THE ROAD, 72.3 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF KOGA
 TU0539'THEATER, 11.3 FEET NORTHEAST OF A GUY POLE FOR THE TELEPHONE LINE,
 TU0539'37.2 FEET SOUTH OF POWER POLE 13-45-59, ABOUT LEVEL WITH THE HIGHWAY,
 TU0539'AND SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0537 ***********************************************************************
 TU0537  DESIGNATION -  6 15
 TU0537  PID         -  TU0537
 TU0537  STATE/COUNTY-  HI/HONOLULU
 TU0537  USGS QUAD   -  HALEIWA (1983)
 TU0537
 TU0537                         *CURRENT SURVEY CONTROL
 TU0537  ___________________________________________________________________
 TU0537* NAD 83(1993)-  21 34 32.92657(N)    158 06 22.93314(W)     ADJUSTED  
 TU0537* LOCAL TIDAL -        14.325  (meters)      47.00   (feet)  ADJ UNCH  
 TU0537  ___________________________________________________________________
 TU0537  EPOCH DATE  -        1993.62
 TU0537  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 TU0537  GEOID HEIGHT-          14.93  (meters)                     GEOID03
 TU0537
 TU0537  HORZ ORDER  -  SECOND
 TU0537  VERT ORDER  -  FIRST     CLASS II
 TU0537
 TU0537.The horizontal coordinates were established by classical geodetic methods
 TU0537.and adjusted by the National Geodetic Survey in December 1998..
 TU0537.The horizontal coordinates are valid at the epoch date displayed above.
 TU0537.The epoch date for horizontal control is a decimal equivalence
 TU0537.of Year/Month/Day.
 TU0537
 TU0537.The orthometric height was key entered from printed documents
 TU0537.and not key verified.
 TU0537
 TU0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0537
 TU0537.The geoid height was determined by GEOID03.
 TU0537
 TU0537;                    North         East     Units Scale Factor Converg.
 TU0537;SPC HI 3     -    45,304.756   488,983.712   MT  0.99999150   -0 02 20.8
 TU0537;UTM  04      - 2,386,141.927   592,515.765   MT  0.99970576   +0 19 43.1
 TU0537
 TU0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0537!SPC HI 3     -   0.99999540  x   0.99999150  =   0.99998690
 TU0537!UTM  04      -   0.99999540  x   0.99970576  =   0.99970116
 TU0537
 TU0537|---------------------------------------------------------------------|
 TU0537| PID    Reference Object                     Distance      Geod. Az  |
 TU0537|                                                           dddmmss.s |
 TU0537| TU0536 WEED                                 27.756 METERS 06847     |
 TU0537| TU1514 GROVE                               APPROX. 6.3 KM 0720330.7 |
 TU0537|---------------------------------------------------------------------|
 TU0537
 TU0537                          SUPERSEDED SURVEY CONTROL
 TU0537
 TU0537  NAD 83(1986)-  21 34 32.87750(N)    158 06 22.94469(W) AD(       ) 2
 TU0537  OLD HI      -  21 34 44.30051(N)    158 06 32.84933(W) AD(       ) 2
 TU0537
 TU0537.Superseded values are not recommended for survey control.
 TU0537.NGS no longer adjusts projects to the OLD HI datum.
 TU0537.See file dsdata.txt to determine how the superseded data were derived.
 TU0537
 TU0537_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9251686142(NAD 83)
 TU0537_MARKER: DD = SURVEY DISK
 TU0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0537_STAMPING: 6-15 1969
 TU0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0537+STABILITY: SURFACE MOTION
 TU0537
 TU0537  HISTORY     - Date     Condition        Report By
 TU0537  HISTORY     - 1969     MONUMENTED       CGS
 TU0537  HISTORY     - 1969     GOOD             NGS
 TU0537
 TU0537                          STATION DESCRIPTION
 TU0537
 TU0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0537'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH-NORTHWEST OF
 TU0537'WAHIAWA, 1 MILE SOUTH OF HALEIWA AND 1 MILE EAST OF WAIALUA AT
 TU0537'THE WEST SIDE OF THE TRAFFIC CIRCLE JUNCTION OF STATE HIGHWAYS
 TU0537'82 AND 83.
 TU0537'
 TU0537'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND
 TU0537'CALIFORNIA AVENUE IN WAHIAWA, GO NORTHERLY ON STATE HIGHWAY 80
 TU0537'FOR 1.3 MILES TO A FORK.  KEEP RIGHT FORK, STATE HIGHWAY 809, FOR
 TU0537'0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 82.  CONTINUE NORTH
 TU0537'ON STATE HIGHWAY 82 FOR 1.75 MILES TO A SIDE ROAD
 TU0537'RIGHT.  CONTINUE NORTH AND NORTHWEST ON STATE HIGHWAY
 TU0537'82 FOR 4.0 MILES TO A TRAFFIC CIRCLE AND THE STATION ON THE
 TU0537'WEST SIDE OF THE CIRCLE.
 TU0537'
 TU0537'THE STATION MARK IS A HAWAII STATE SURVEY DISK STAMPED HIGHWAY
 TU0537'WEED 6-15 1969, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 TU0537'MONUMENT WHICH IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 46
 TU0537'FEET EAST OF THE CENTER OF THE ASPHALT ROAD, 42.5 FEET NORTHWEST
 TU0537'OF THE EAST ANCHOR SUPPORTING POWER POLE NUMBER 572, 26.5 FEET
 TU0537'EAST-NORTHEAST OF POWER POLE NUMBER 572 AND 25 FEET SOUTHEAST OF
 TU0537'THE NORTH ANCHOR SUPPORTING POWER POLE NUMBER 572.
 TU0537'
 TU0537'THE AZIMUTH MARK IS A STATE OF HAWAII SURVEY DISK, STAMPED
 TU0537'6-14 1969, SET IN THE TOP OF A 9-INCH SQUARE CONCRETE POST
 TU0537'WHICH IS FLUSH WITH THE GROUND.  IT IS 16 FEET WEST OF THE
 TU0537'CENTER OF STATE HIGHWAY 83 AND 10.5 FEET EAST-NORTHEAST OF A
 TU0537'POWER LINE ANCHOR POLE.  (THE AZIMUTH MARK IS REACHED FROM THE
 TU0537'STATION BY GOING SOUTH ON STATE HIGHWAY 83 FOR 0.5 MILE TO THE
 TU0537'MARK ON THE RIGHT.)
 TU0537'
 TU0537'NO REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
 TU0537
 TU0537                          STATION RECOVERY (1969)
 TU0537
 TU0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0537'0.85 MI S FROM HALEIWA.
 TU0537'0.85 MILE SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0537'HALEIWA, AT WEED CIRCLE, ALONG THE WEST SIDE OF A GRASS CIRCLE FORMED
 TU0537'BY THE INTERSECTION OF STATE HIGHWAY 82, 91.1 FEET SOUTHWEST OF WEED
 TU0537'TRIANGULATION STATION, 26.6 FEET EAST OF POWER POLE 572, 73.6 FEET
 TU0537'NORTH-NORTHWEST OF TELEPHONE POLE 22, 25.4 FEET SOUTH-SOUTHEAST OF THE
 TU0537'NORTH ANCHOR EYE FOR THE NORTH GUY WIRE FOR POLE 572, AND SET IN THE
 TU0537'TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0538 ***********************************************************************
 TU0538  DESIGNATION -  6 15 A
 TU0538  PID         -  TU0538
 TU0538  STATE/COUNTY-  HI/HONOLULU
 TU0538  USGS QUAD   -  HALEIWA (1983)
 TU0538
 TU0538                         *CURRENT SURVEY CONTROL
 TU0538  ___________________________________________________________________
 TU0538* NAD 83(1986)-  21 34 23.     (N)    158 06 27.     (W)     SCALED    
 TU0538* LOCAL TIDAL -        15.510  (meters)      50.89   (feet)  ADJ UNCH  
 TU0538  ___________________________________________________________________
 TU0538  GEOID HEIGHT-          14.96  (meters)                     GEOID03
 TU0538
 TU0538  VERT ORDER  -  FIRST     CLASS II
 TU0538
 TU0538.The horizontal coordinates were scaled from a topographic map and have
 TU0538.an estimated accuracy of +/- 6 seconds.
 TU0538
 TU0538.The orthometric height was key entered from printed documents
 TU0538.and not key verified.
 TU0538
 TU0538.The geoid height was determined by GEOID03.
 TU0538
 TU0538;                    North         East    Units  Estimated Accuracy
 TU0538;SPC HI 3     -    45,000.      488,870.      MT  (+/- 180 meters Scaled)
 TU0538
 TU0538                          SUPERSEDED SURVEY CONTROL
 TU0538
 TU0538.No superseded survey control is available for this station.
 TU0538
 TU0538_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ924858(NAD 83)
 TU0538_MARKER: DD = SURVEY DISK
 TU0538_SETTING: 0 = UNSPECIFIED SETTING
 TU0538_STAMPING: 6-15 A 1969
 TU0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0538
 TU0538  HISTORY     - Date     Condition        Report By
 TU0538  HISTORY     - 1969     MONUMENTED
 TU0538  HISTORY     - 1969     GOOD             NGS
 TU0538
 TU0538                          STATION DESCRIPTION
 TU0538
 TU0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0538'1.05 MI S FROM HALEIWA.
 TU0538'1.05 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0538'HALEIWA, 0.2 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY 82, 16.8
 TU0538'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13.3 FEET EAST OF POWER
 TU0538'POLE 19, 23.7 FEET NORTHEAST OF A BROWN CONCRETE ARMY TYPE TELEPHONE
 TU0538'BOX MARKED C 3204-T1, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0529 ***********************************************************************
 TU0529  DESIGNATION -  6 2
 TU0529  PID         -  TU0529
 TU0529  STATE/COUNTY-  HI/HONOLULU
 TU0529  USGS QUAD   -  HALEIWA (1983)
 TU0529
 TU0529                         *CURRENT SURVEY CONTROL
 TU0529  ___________________________________________________________________
 TU0529* NAD 83(1993)-  21 36 41.27742(N)    158 05 33.27821(W)     ADJUSTED  
 TU0529* LOCAL TIDAL -         2.784  (meters)       9.13   (feet)  ADJ UNCH  
 TU0529  ___________________________________________________________________
 TU0529  EPOCH DATE  -        1993.62
 TU0529  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 TU0529  GEOID HEIGHT-          14.49  (meters)                     GEOID03
 TU0529
 TU0529  HORZ ORDER  -  SECOND
 TU0529  VERT ORDER  -  FIRST     CLASS II
 TU0529
 TU0529.The horizontal coordinates were established by classical geodetic methods
 TU0529.and adjusted by the National Geodetic Survey in December 1998..
 TU0529.The horizontal coordinates are valid at the epoch date displayed above.
 TU0529.The epoch date for horizontal control is a decimal equivalence
 TU0529.of Year/Month/Day.
 TU0529
 TU0529.The orthometric height was key entered from printed documents
 TU0529.and not key verified.
 TU0529
 TU0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0529
 TU0529.The geoid height was determined by GEOID03.
 TU0529
 TU0529;                    North         East     Units Scale Factor Converg.
 TU0529;SPC HI 3     -    49,251.482   490,414.542   MT  0.99999113   -0 02 02.7
 TU0529;UTM  04      - 2,390,096.640   593,920.815   MT  0.99970900   +0 20 03.3
 TU0529
 TU0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0529!SPC HI 3     -   0.99999729  x   0.99999113  =   0.99998842
 TU0529!UTM  04      -   0.99999729  x   0.99970900  =   0.99970629
 TU0529
 TU0529                          SUPERSEDED SURVEY CONTROL
 TU0529
 TU0529  NAD 83(1986)-  21 36 41.22879(N)    158 05 33.28978(W) AD(       ) 2
 TU0529  OLD HI      -  21 36 52.65816(N)    158 05 43.19602(W) AD(       ) 2
 TU0529
 TU0529.Superseded values are not recommended for survey control.
 TU0529.NGS no longer adjusts projects to the OLD HI datum.
 TU0529.See file dsdata.txt to determine how the superseded data were derived.
 TU0529
 TU0529_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9392190097(NAD 83)
 TU0529_MARKER: DD = SURVEY DISK
 TU0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0529_STAMPING: 6-2 1969
 TU0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0529+STABILITY: SURFACE MOTION
 TU0529
 TU0529  HISTORY     - Date     Condition        Report By
 TU0529  HISTORY     - 1969     MONUMENTED       CGS
 TU0529  HISTORY     - 1969     GOOD             NGS
 TU0529
 TU0529                          STATION DESCRIPTION
 TU0529
 TU0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0529'STATION IS LOCATED IN THE KAWAILOA DISTRICT ON THE NORTHERLY
 TU0529'SIDE OF KAMEHAMEHA HIGHWAY BEING 1.20 MILES FROM THE LIONS
 TU0529'CLUB WAR MEMORIAL FRONTING THE HALEIWA BEACH PARK AND 0.45
 TU0529'MILE SOUTHWEST FROM MEADOW GOLD DAIRY ENTRANCE.
 TU0529'
 TU0529'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 6-2 1969
 TU0529'IN CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.  TIES FROM
 TU0529'STATION ARE--S.E. 47.02 FT. TO NAIL IN CIVIL DEFENSE WARNING
 TU0529'POLE, S.E. 7.8 FT. TO EDGE OF PAVEMENT, N. 54.33 FT. TO NAIL
 TU0529'IN ELECTRIC POLE NO. 116.
 TU0529'
 TU0529'SUB-SURFACE MARK IS IDENTICAL WITH STATION, IN CONCRETE
 TU0529'MONUMENT 2.0 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU0529'MONUMENT BY A LAYER OF SAND.
 TU0529'
 TU0529'GEODIMETER CONNECTION WAS MADE BETWEEN MEADOW GOLD AND STATE
 TU0529'SURVEY 6-2.
 TU0529'
 TU0529'THIS STATION IS ALSO BENCH MARK 6-2 (SS) OF THE 1969 FIRST
 TU0529'ORDER LEVELS.
 TU0529
 TU0529                          STATION RECOVERY (1969)
 TU0529
 TU0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0529'2.0 MI NE FROM HALEIWA.
 TU0529'2.0 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0529'HALEIWA, 19.7 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47.7
 TU0529'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE BEARING A
 TU0529'BOX, 10.4 FEET SOUTHEAST OF A FENCE, 54.7 FEET SOUTHWEST OF TELEPHONE
 TU0529'POLE 116 WITH THREE TRANSFORMERS, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 TU0529'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0530 ***********************************************************************
 TU0530  DESIGNATION -  6 2 A
 TU0530  PID         -  TU0530
 TU0530  STATE/COUNTY-  HI/HONOLULU
 TU0530  USGS QUAD   -  HALEIWA (1983)
 TU0530
 TU0530                         *CURRENT SURVEY CONTROL
 TU0530  ___________________________________________________________________
 TU0530* NAD 83(1986)-  21 36 22.     (N)    158 05 53.     (W)     SCALED    
 TU0530* LOCAL TIDAL -         2.294  (meters)       7.53   (feet)  ADJ UNCH  
 TU0530  ___________________________________________________________________
 TU0530  GEOID HEIGHT-          14.55  (meters)                     GEOID03
 TU0530
 TU0530  VERT ORDER  -  FIRST     CLASS II
 TU0530
 TU0530.The horizontal coordinates were scaled from a topographic map and have
 TU0530.an estimated accuracy of +/- 6 seconds.
 TU0530
 TU0530.The orthometric height was key entered from printed documents
 TU0530.and not key verified.
 TU0530
 TU0530.The geoid height was determined by GEOID03.
 TU0530
 TU0530;                    North         East    Units  Estimated Accuracy
 TU0530;SPC HI 3     -    48,660.      489,850.      MT  (+/- 180 meters Scaled)
 TU0530
 TU0530                          SUPERSEDED SURVEY CONTROL
 TU0530
 TU0530.No superseded survey control is available for this station.
 TU0530
 TU0530_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ933895(NAD 83)
 TU0530_MARKER: DD = SURVEY DISK
 TU0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0530_STAMPING: 6-2 A 1969
 TU0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0530+STABILITY: SURFACE MOTION
 TU0530
 TU0530  HISTORY     - Date     Condition        Report By
 TU0530  HISTORY     - 1969     MONUMENTED
 TU0530  HISTORY     - 1969     GOOD             NGS
 TU0530  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0530
 TU0530                          STATION DESCRIPTION
 TU0530
 TU0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0530'1.45 MI NE FROM HALEIWA.
 TU0530'1.45 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0530'HALEIWA, AT THE JUNCTION OF A GRAVELED ROAD NORTHWEST, ON THE OUTSIDE
 TU0530'OF A CURVE, 19.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 53
 TU0530'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 23 FEET NORTHEAST OF
 TU0530'TELEPHONE POLE 106X, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 TU0530'OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
 TU0530
 TU0530                          STATION RECOVERY (2006)
 TU0530
 TU0530'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0530'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0531 ***********************************************************************
 TU0531  DESIGNATION -  6 2 B
 TU0531  PID         -  TU0531
 TU0531  STATE/COUNTY-  HI/HONOLULU
 TU0531  USGS QUAD   -  HALEIWA (1983)
 TU0531
 TU0531                         *CURRENT SURVEY CONTROL
 TU0531  ___________________________________________________________________
 TU0531* NAD 83(1986)-  21 36 02.     (N)    158 06 06.     (W)     SCALED    
 TU0531* LOCAL TIDAL -         2.174  (meters)       7.13   (feet)  ADJ UNCH  
 TU0531  ___________________________________________________________________
 TU0531  GEOID HEIGHT-          14.62  (meters)                     GEOID03
 TU0531
 TU0531  VERT ORDER  -  FIRST     CLASS II
 TU0531
 TU0531.The horizontal coordinates were scaled from a topographic map and have
 TU0531.an estimated accuracy of +/- 6 seconds.
 TU0531
 TU0531.The orthometric height was key entered from printed documents
 TU0531.and not key verified.
 TU0531
 TU0531.The geoid height was determined by GEOID03.
 TU0531
 TU0531;                    North         East    Units  Estimated Accuracy
 TU0531;SPC HI 3     -    48,040.      489,470.      MT  (+/- 180 meters Scaled)
 TU0531
 TU0531                          SUPERSEDED SURVEY CONTROL
 TU0531
 TU0531.No superseded survey control is available for this station.
 TU0531
 TU0531_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ929888(NAD 83)
 TU0531_MARKER: DD = SURVEY DISK
 TU0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0531_STAMPING: 6-2 B 6-2 B 1969
 TU0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0531+STABILITY: SURFACE MOTION
 TU0531
 TU0531  HISTORY     - Date     Condition        Report By
 TU0531  HISTORY     - 1969     MONUMENTED
 TU0531  HISTORY     - 1969     GOOD             NGS
 TU0531
 TU0531                          STATION DESCRIPTION
 TU0531
 TU0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0531'0.95 MI NE FROM HALEIWA.
 TU0531'0.95 MILE NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0531'HALEIWA, NEAR THE NORTHEAST END OF HALEIWA BEACH PARK, 17.4 FEET
 TU0531'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.6 FEET SOUTHEAST OF A
 TU0531'CONCRETE RETAINING WALL AROUND THE PARK, 21.3 FEET SOUTH-SOUTHWEST OF
 TU0531'TELEPHONE POLE 99, 199 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF
 TU0531'KAHALEWAI PLACE, ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE
 TU0531'TOP OF A CONCRETE POST 0.1 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0532 ***********************************************************************
 TU0532  DESIGNATION -  6 4
 TU0532  PID         -  TU0532
 TU0532  STATE/COUNTY-  HI/HONOLULU
 TU0532  USGS QUAD   -  HALEIWA (1983)
 TU0532
 TU0532                         *CURRENT SURVEY CONTROL
 TU0532  ___________________________________________________________________
 TU0532* NAD 83(1993)-  21 35 52.91983(N)    158 06 11.80659(W)     ADJUSTED  
 TU0532* LOCAL TIDAL -         2.937  (meters)       9.64   (feet)  ADJ UNCH  
 TU0532  ___________________________________________________________________
 TU0532  EPOCH DATE  -        1993.62
 TU0532  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 TU0532  GEOID HEIGHT-          14.65  (meters)                     GEOID03
 TU0532
 TU0532  HORZ ORDER  -  SECOND
 TU0532  VERT ORDER  -  FIRST     CLASS II
 TU0532
 TU0532.The horizontal coordinates were established by classical geodetic methods
 TU0532.and adjusted by the National Geodetic Survey in December 1998..
 TU0532.The horizontal coordinates are valid at the epoch date displayed above.
 TU0532.The epoch date for horizontal control is a decimal equivalence
 TU0532.of Year/Month/Day.
 TU0532
 TU0532.The orthometric height was key entered from printed documents
 TU0532.and not key verified.
 TU0532
 TU0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0532
 TU0532.The geoid height was determined by GEOID03.
 TU0532
 TU0532;                    North         East     Units Scale Factor Converg.
 TU0532;SPC HI 3     -    47,764.861   489,305.435   MT  0.99999141   -0 02 16.9
 TU0532;UTM  04      - 2,388,603.346   592,821.596   MT  0.99970646   +0 19 48.4
 TU0532
 TU0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0532!SPC HI 3     -   0.99999724  x   0.99999141  =   0.99998865
 TU0532!UTM  04      -   0.99999724  x   0.99970646  =   0.99970370
 TU0532
 TU0532                          SUPERSEDED SURVEY CONTROL
 TU0532
 TU0532  NAD 83(1986)-  21 35 52.87094(N)    158 06 11.81839(W) AD(       ) 2
 TU0532  OLD HI      -  21 36 04.29681(N)    158 06 21.72321(W) AD(       ) 2
 TU0532
 TU0532.Superseded values are not recommended for survey control.
 TU0532.NGS no longer adjusts projects to the OLD HI datum.
 TU0532.See file dsdata.txt to determine how the superseded data were derived.
 TU0532
 TU0532_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9282288603(NAD 83)
 TU0532_MARKER: DD = SURVEY DISK
 TU0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0532_SP_SET: BASE
 TU0532_STAMPING: 6-4 1969
 TU0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0532
 TU0532  HISTORY     - Date     Condition        Report By
 TU0532  HISTORY     - 1969     MONUMENTED       CGS
 TU0532  HISTORY     - 1969     GOOD             NGS
 TU0532  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0532
 TU0532                          STATION DESCRIPTION
 TU0532
 TU0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0532'STATION IS LOCATED IN THE HALEIWA DISTRICT, 0.75 MILE NORTH OF THE
 TU0532'HALEIWA POST OFFICE AND ON THE WEST SIDE OF KAMEHAMEHA HIGHWAY IN
 TU0532'THE BASE OF THE LIONS CLUB WAR MEMORIAL FRONTING HALEIWA BEACH
 TU0532'PARK.
 TU0532'
 TU0532'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 6-4 1969
 TU0532'CEMENTED IN DRILL HOLE IN THE NORTH CORNER OF THE CONCRETE BASE OF
 TU0532'THE WAR MEMORIAL STRUCTURE.  TIES FROM STATION ARE--N. 3.6
 TU0532'FT. TO N. CORNER OF CONCRETE BASE, E. 90.6 FT. TO ELECTRIC POLE,
 TU0532'E. 15.2 FT. TO E. CORNER OF THE CONCRETE BASE OF WAR MEMORIAL AND
 TU0532'S. 5.1 FT. TO CORNER OF WAR MEMORIAL.
 TU0532'
 TU0532'GEODIMETER CONNECTION WAS MADE BETWEEN WAIALUA 2 1927 AND STATE
 TU0532'SURVEY 6-4.
 TU0532'
 TU0532'THIS STATION IS ALSO BENCH MARK 6-4 (SS) OF THE 1969 FIRST ORDER
 TU0532'LEVELS.
 TU0532
 TU0532                          STATION RECOVERY (1969)
 TU0532
 TU0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0532'0.8 MI N FROM HALEIWA.
 TU0532'0.8 MILE NORTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT HALEIWA,
 TU0532'AT THE SOUTHWEST CORNER OF THE PARKING LOT FOR HALEIWA BEACH PARK, IN
 TU0532'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR MONUMENT
 TU0532'COMMEMORATING THE WORLD WAR 2 AND KOREAN CONFLICTS, 78.8 FEET WEST OF
 TU0532'THE CENTER LINE OF THE HIGHWAY, 5.1 FEET NORTHWEST OF THE NORTHWEST
 TU0532'CORNER OF THE MONUMENT, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 TU0532
 TU0532                          STATION RECOVERY (2006)
 TU0532
 TU0532'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0532'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1518 ***********************************************************************
 TU1518  DESIGNATION -  6 5
 TU1518  PID         -  TU1518
 TU1518  STATE/COUNTY-  HI/HONOLULU
 TU1518  USGS QUAD   -  HALEIWA (1983)
 TU1518
 TU1518                         *CURRENT SURVEY CONTROL
 TU1518  ___________________________________________________________________
 TU1518* NAD 83(1993)-  21 33 40.03075(N)    158 04 07.24673(W)     ADJUSTED  
 TU1518* LOCAL TIDAL -       197.     (meters)     646.     (feet)  VERT ANG  
 TU1518  ___________________________________________________________________
 TU1518  EPOCH DATE  -        1993.62
 TU1518  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 TU1518  GEOID HEIGHT-          15.16  (meters)                     GEOID03
 TU1518
 TU1518  HORZ ORDER  -  SECOND
 TU1518
 TU1518.The horizontal coordinates were established by classical geodetic methods
 TU1518.and adjusted by the National Geodetic Survey in December 1998..
 TU1518.The horizontal coordinates are valid at the epoch date displayed above.
 TU1518.The epoch date for horizontal control is a decimal equivalence
 TU1518.of Year/Month/Day.
 TU1518
 TU1518.The orthometric height was determined by vertical angle observations.
 TU1518.No vertical observational check was made to the station.
 TU1518
 TU1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1518
 TU1518.The geoid height was determined by GEOID03.
 TU1518
 TU1518;                    North         East     Units Scale Factor Converg.
 TU1518;SPC HI 3     -    43,675.672   492,886.448   MT  0.99999063   -0 01 30.9
 TU1518;UTM  04      - 2,384,538.369   596,427.774   MT  0.99971489   +0 20 32.2
 TU1518
 TU1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1518!SPC HI 3     -   0.99996666  x   0.99999063  =   0.99995729
 TU1518!UTM  04      -   0.99996666  x   0.99971489  =   0.99968156
 TU1518
 TU1518                          SUPERSEDED SURVEY CONTROL
 TU1518
 TU1518  NAD 83(1986)-  21 33 39.98118(N)    158 04 07.25806(W) AD(       ) 2
 TU1518  OLD HI      -  21 33 51.40401(N)    158 04 17.15999(W) AD(       ) 2
 TU1518
 TU1518.Superseded values are not recommended for survey control.
 TU1518.NGS no longer adjusts projects to the OLD HI datum.
 TU1518.See file dsdata.txt to determine how the superseded data were derived.
 TU1518
 TU1518_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9642884538(NAD 83)
 TU1518_MARKER: Z = SEE DESCRIPTION
 TU1518_SETTING: 0 = UNSPECIFIED SETTING
 TU1518
 TU1518  HISTORY     - Date     Condition        Report By
 TU1518  HISTORY     - 1969     MONUMENTED       CGS
 TU1518
 TU1518                          STATION DESCRIPTION
 TU1518
 TU1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1518'STATION IS LOCATED IN THE WAIALUA DISTRICT, ABOUT 2.8 MILES
 TU1518'SOUTHEAST FROM WEED JUNCTION, 1.83 MILES NORTHWEST FROM STATE
 TU1518'SURVEY 6-6 AND ON THE NORTHERLY SIDE OF KAMEHAMEHA HIGHWAY NEAR
 TU1518'BEGINNING OF HIGHWAY GUARD RAIL.
 TU1518'
 TU1518'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 6-5 1969
 TU1518'IN CONCRETE MONUMENT 1-IN. BELOW GROUND LEVEL.  TIES FROM
 TU1518'STATION ARE--NW 4.72 AND 13.63 FT. RESPECTIVELY TO CROSSES CUT
 TU1518'IN CONCRETE GUARD RAIL POST, S. 16.23 FT. SPIKE IN HIGHWAY
 TU1518'PAVEMENT AND W. 7.20 FT. TO NAIL IN HIGHWAY PAVEMENT.
 TU1518'
 TU1518'SUB-SURFACE MARK IS IDENTICAL WITH STATION, IN CONCRETE
 TU1518'MONUMENT 2.3 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU1518'MONUMENT BY A LAYER OF SAND.
 TU1518'
 TU1518'GEODIMETER CONNECTION WAS MADE BETWEEN O REILLY 2 AND STATE
 TU1518'SURVEY 6-5 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1513 ***********************************************************************
 TU1513  DESIGNATION -  6 6
 TU1513  PID         -  TU1513
 TU1513  STATE/COUNTY-  HI/HONOLULU
 TU1513  USGS QUAD   -  HALEIWA (1983)
 TU1513
 TU1513                         *CURRENT SURVEY CONTROL
 TU1513  ___________________________________________________________________
 TU1513* NAD 83(1993)-  21 32 54.01248(N)    158 02 46.38484(W)     ADJUSTED  
 TU1513* LOCAL TIDAL -       291.     (meters)     955.     (feet)  VERT ANG  
 TU1513  ___________________________________________________________________
 TU1513  EPOCH DATE  -        1993.62
 TU1513  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 TU1513  GEOID HEIGHT-          15.32  (meters)                     GEOID03
 TU1513
 TU1513  HORZ ORDER  -  SECOND
 TU1513
 TU1513.The horizontal coordinates were established by classical geodetic methods
 TU1513.and adjusted by the National Geodetic Survey in December 1998..
 TU1513.The horizontal coordinates are valid at the epoch date displayed above.
 TU1513.The epoch date for horizontal control is a decimal equivalence
 TU1513.of Year/Month/Day.
 TU1513
 TU1513.The orthometric height was determined by vertical angle observations.
 TU1513.No vertical observational check was made to the station.
 TU1513
 TU1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1513
 TU1513.The geoid height was determined by GEOID03.
 TU1513
 TU1513;                    North         East     Units Scale Factor Converg.
 TU1513;SPC HI 3     -    42,259.456   495,212.512   MT  0.99999028   -0 01 01.1
 TU1513;UTM  04      - 2,383,137.481   598,762.235   MT  0.99972053   +0 21 01.2
 TU1513
 TU1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1513!SPC HI 3     -   0.99995186  x   0.99999028  =   0.99994214
 TU1513!UTM  04      -   0.99995186  x   0.99972053  =   0.99967240
 TU1513
 TU1513                          SUPERSEDED SURVEY CONTROL
 TU1513
 TU1513  NAD 83(1986)-  21 32 53.96263(N)    158 02 46.39604(W) AD(       ) 2
 TU1513  OLD HI      -  21 33 05.38442(N)    158 02 56.29534(W) AD(       ) 2
 TU1513
 TU1513.Superseded values are not recommended for survey control.
 TU1513.NGS no longer adjusts projects to the OLD HI datum.
 TU1513.See file dsdata.txt to determine how the superseded data were derived.
 TU1513
 TU1513_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9876283137(NAD 83)
 TU1513_MARKER: Z = SEE DESCRIPTION
 TU1513_SETTING: 0 = UNSPECIFIED SETTING
 TU1513
 TU1513  HISTORY     - Date     Condition        Report By
 TU1513  HISTORY     - 1969     MONUMENTED       CGS
 TU1513
 TU1513                          STATION DESCRIPTION
 TU1513
 TU1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1513'STATION IS LOCATED IN WAIALUA DISTRICT, 4.6 MILES SOUTHEAST FROM
 TU1513'WEED JUNCTION AND 0.82 MILE NORTHEAST OF JUNCTION OF KAMEHAMEHA
 TU1513'HIGHWAY AND PAALAA UKA PUPUKEA ROAD.  (ROAD LEADING TO HALEMANO
 TU1513'STATION)
 TU1513'
 TU1513'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 6-6 1969 IN
 TU1513'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL ON THE NORTHERLY SIDE
 TU1513'OF KAMEHAMEHA HIGHWAY AT TOP OF BANK NEAR EDGE OF PINEAPPLE
 TU1513'FIELD.  TIES FROM STATION ARE--S 23.31 FT. TO NAIL IN ELECT. BRACE
 TU1513'POLE 37R, SW 62 FT. TO ELECT. POLE 37, SW 23.13 FT. TO NAIL IN
 TU1513'HIGHWAY PAVEMENT AND ON LINE TO MAILI STATION.
 TU1513'
 TU1513'SUB-SURFACE MARK IS IDENTICAL WITH STATION MARK, IN CONCRETE
 TU1513'MONUMENT 2.1 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU1513'MONUMENT BY A LAYER OF SAND.
 TU1513'
 TU1513'GEODIMETER CONNECTION WAS MADE BETWEEN HALEMANO 1927 AND STATE
 TU1513'SURVEY 6-6 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1511 ***********************************************************************
 TU1511  DESIGNATION -  6 7
 TU1511  PID         -  TU1511
 TU1511  STATE/COUNTY-  HI/HONOLULU
 TU1511  USGS QUAD   -  HALEIWA (1983)
 TU1511
 TU1511                         *CURRENT SURVEY CONTROL
 TU1511  ___________________________________________________________________
 TU1511* NAD 83(1993)-  21 31 51.09453(N)    158 02 25.33829(W)     ADJUSTED  
 TU1511* LOCAL TIDAL -       306.     (meters)    1004.     (feet)  VERT ANG  
 TU1511  ___________________________________________________________________
 TU1511  EPOCH DATE  -        1993.62
 TU1511  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 TU1511  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU1511
 TU1511  HORZ ORDER  -  SECOND
 TU1511
 TU1511.The horizontal coordinates were established by classical geodetic methods
 TU1511.and adjusted by the National Geodetic Survey in December 1998..
 TU1511.The horizontal coordinates are valid at the epoch date displayed above.
 TU1511.The epoch date for horizontal control is a decimal equivalence
 TU1511.of Year/Month/Day.
 TU1511
 TU1511.The orthometric height was determined by vertical angle observations.
 TU1511.No vertical observational check was made to the station.
 TU1511
 TU1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1511
 TU1511.The geoid height was determined by GEOID03.
 TU1511
 TU1511;                    North         East     Units Scale Factor Converg.
 TU1511;SPC HI 3     -    40,324.158   495,817.596   MT  0.99999022   -0 00 53.3
 TU1511;UTM  04      - 2,381,206.620   599,379.543   MT  0.99972204   +0 21 08.0
 TU1511
 TU1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1511!SPC HI 3     -   0.99994948  x   0.99999022  =   0.99993970
 TU1511!UTM  04      -   0.99994948  x   0.99972204  =   0.99967153
 TU1511
 TU1511                          SUPERSEDED SURVEY CONTROL
 TU1511
 TU1511  NAD 83(1986)-  21 31 51.04460(N)    158 02 25.34944(W) AD(       ) 2
 TU1511  OLD HI      -  21 32 02.46359(N)    158 02 35.24736(W) AD(       ) 2
 TU1511
 TU1511.Superseded values are not recommended for survey control.
 TU1511.NGS no longer adjusts projects to the OLD HI datum.
 TU1511.See file dsdata.txt to determine how the superseded data were derived.
 TU1511
 TU1511_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9938081207(NAD 83)
 TU1511
 TU1511  HISTORY     - Date     Condition        Report By
 TU1511  HISTORY     - 1969     MONUMENTED       CGS
 TU1511
 TU1511                          STATION DESCRIPTION
 TU1511
 TU1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1511'SEE STATION HALEMANO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0590 ***********************************************************************
 TU0590  DESIGNATION -  6 8
 TU0590  PID         -  TU0590
 TU0590  STATE/COUNTY-  HI/HONOLULU
 TU0590  USGS QUAD   -  HALEIWA (1983)
 TU0590
 TU0590                         *CURRENT SURVEY CONTROL
 TU0590  ___________________________________________________________________
 TU0590* NAD 83(1993)-  21 31 07.81955(N)    158 04 08.08603(W)     ADJUSTED  
 TU0590* LOCAL TIDAL -       289.567  (meters)     950.02   (feet)  ADJ UNCH  
 TU0590  ___________________________________________________________________
 TU0590  EPOCH DATE  -        1993.62
 TU0590  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 TU0590  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0590
 TU0590  HORZ ORDER  -  SECOND
 TU0590  VERT ORDER  -  FIRST     CLASS II
 TU0590
 TU0590.The horizontal coordinates were established by classical geodetic methods
 TU0590.and adjusted by the National Geodetic Survey in December 1998..
 TU0590.The horizontal coordinates are valid at the epoch date displayed above.
 TU0590.The epoch date for horizontal control is a decimal equivalence
 TU0590.of Year/Month/Day.
 TU0590
 TU0590.The orthometric height was key entered from printed documents
 TU0590.and not key verified.
 TU0590
 TU0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0590
 TU0590.The geoid height was determined by GEOID03.
 TU0590
 TU0590;                    North         East     Units Scale Factor Converg.
 TU0590;SPC HI 3     -    38,994.213   492,860.233   MT  0.99999063   -0 01 31.0
 TU0590;UTM  04      - 2,379,858.129   596,431.560   MT  0.99971490   +0 20 29.6
 TU0590
 TU0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0590!SPC HI 3     -   0.99995204  x   0.99999063  =   0.99994267
 TU0590!UTM  04      -   0.99995204  x   0.99971490  =   0.99966696
 TU0590
 TU0590                          SUPERSEDED SURVEY CONTROL
 TU0590
 TU0590  NAD 83(1986)-  21 31 07.76957(N)    158 04 08.09720(W) AD(       ) 2
 TU0590  OLD HI      -  21 31 19.18357(N)    158 04 17.99486(W) AD(       ) 2
 TU0590
 TU0590.Superseded values are not recommended for survey control.
 TU0590.NGS no longer adjusts projects to the OLD HI datum.
 TU0590.See file dsdata.txt to determine how the superseded data were derived.
 TU0590
 TU0590_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9643279858(NAD 83)
 TU0590_MARKER: DD = SURVEY DISK
 TU0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0590_STAMPING: 6-8 1969
 TU0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0590+STABILITY: SURFACE MOTION
 TU0590
 TU0590  HISTORY     - Date     Condition        Report By
 TU0590  HISTORY     - 1969     MONUMENTED       HIGS
 TU0590  HISTORY     - 1969     GOOD             NGS
 TU0590  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0590
 TU0590                          STATION DESCRIPTION
 TU0590
 TU0590'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0590'0.1 MILE SOUTHEAST ALONG LAHAU STREET FROM THE POST OFFICE AT
 TU0590'WAHIAWA, THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE
 TU0590'0.4 MILE SOUTH ALONG STATE HIGHWAY 80, THENCE 3.85 MILES NORTHWEST
 TU0590'ALONG STATE HIGHWAY 99, 0.2 MILE SOUTHEAST OF THE JUNCTION OF
 TU0590'STATE HIGHWAY 80, 18.5 FEET NORTHEAST OF THE CENTER LINE OF THE
 TU0590'HIGHWAY, 43.4 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM POWER
 TU0590'POLE H 38, 260 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A
 TU0590'GRAVELED ROAD SOUTHWEST, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 TU0590'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0590
 TU0590                          STATION RECOVERY (1969)
 TU0590
 TU0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0590'4.55 MI NW FROM WAHIAWA.
 TU0590'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0590'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0590'SOUTH ALONG STATE HIGHWAY 80, THENCE 3.85 MILES NORTHWEST ALONG STATE
 TU0590'HIGHWAY 99, 0.2 MILE SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 80,
 TU0590'18.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43.4 FEET
 TU0590'NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE H 38, 260 FEET
 TU0590'SOUTHEAST OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD SOUTHWEST,
 TU0590'ABOUT 1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 TU0590'POST FLUSH WITH THE GROUND.
 TU0590
 TU0590                          STATION RECOVERY (2006)
 TU0590
 TU0590'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0590'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0591 ***********************************************************************
 TU0591  DESIGNATION -  6 9
 TU0591  PID         -  TU0591
 TU0591  STATE/COUNTY-  HI/HONOLULU
 TU0591  USGS QUAD   -  HALEIWA (1983)
 TU0591
 TU0591                         *CURRENT SURVEY CONTROL
 TU0591  ___________________________________________________________________
 TU0591* NAD 83(1993)-  21 31 35.93604(N)    158 04 39.38239(W)     ADJUSTED  
 TU0591* LOCAL TIDAL -       279.567  (meters)     917.21   (feet)  ADJ UNCH  
 TU0591  ___________________________________________________________________
 TU0591  EPOCH DATE  -        1993.62
 TU0591  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 TU0591  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU0591
 TU0591  HORZ ORDER  -  SECOND
 TU0591  VERT ORDER  -  FIRST     CLASS II
 TU0591
 TU0591.The horizontal coordinates were established by classical geodetic methods
 TU0591.and adjusted by the National Geodetic Survey in December 1998..
 TU0591.The horizontal coordinates are valid at the epoch date displayed above.
 TU0591.The epoch date for horizontal control is a decimal equivalence
 TU0591.of Year/Month/Day.
 TU0591
 TU0591.The orthometric height was key entered from printed documents
 TU0591.and not key verified.
 TU0591
 TU0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0591
 TU0591.The geoid height was determined by GEOID03.
 TU0591
 TU0591;                    North         East     Units Scale Factor Converg.
 TU0591;SPC HI 3     -    39,859.396   491,959.972   MT  0.99999080   -0 01 42.5
 TU0591;UTM  04      - 2,380,717.292   595,526.027   MT  0.99971276   +0 20 18.5
 TU0591
 TU0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0591!SPC HI 3     -   0.99995362  x   0.99999080  =   0.99994442
 TU0591!UTM  04      -   0.99995362  x   0.99971276  =   0.99966640
 TU0591
 TU0591                          SUPERSEDED SURVEY CONTROL
 TU0591
 TU0591  NAD 83(1986)-  21 31 35.88611(N)    158 04 39.39362(W) AD(       ) 2
 TU0591  OLD HI      -  21 31 47.30138(N)    158 04 49.29202(W) AD(       ) 2
 TU0591
 TU0591.Superseded values are not recommended for survey control.
 TU0591.NGS no longer adjusts projects to the OLD HI datum.
 TU0591.See file dsdata.txt to determine how the superseded data were derived.
 TU0591
 TU0591_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9552680717(NAD 83)
 TU0591_MARKER: DD = SURVEY DISK
 TU0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0591_STAMPING: 6-9 1969
 TU0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0591+STABILITY: SURFACE MOTION
 TU0591
 TU0591  HISTORY     - Date     Condition        Report By
 TU0591  HISTORY     - 1969     MONUMENTED       HIGS
 TU0591  HISTORY     - 1969     GOOD             NGS
 TU0591
 TU0591                          STATION DESCRIPTION
 TU0591
 TU0591'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0591'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT
 TU0591'WAHIAWA, THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE,
 TU0591'THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 80, THENCE 4.65 MILES
 TU0591'NORTHWEST ALONG STATE HIGHWAY 99, 0.6 MILE NORTHWEST OF THE
 TU0591'JUNCTION OF STATE HIGHWAY 80, 5.6 MILES SOUTHEAST OF HALEIWA, 21
 TU0591'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.6 FEET
 TU0591'SOUTHWEST OF TELEPHONE POLE 151 T, 13 FEET SOUTHEAST OF THE
 TU0591'EXTENDED CENTER LINE OF A DIRT ROAD TO A FIELD, ABOUT 1 FOOT
 TU0591'LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TU0591'FLUSH WITH THE GROUND.
 TU0591
 TU0591                          STATION RECOVERY (1969)
 TU0591
 TU0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0591'5.35 MI NW FROM WAHIAWA.
 TU0591'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0591'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0591'SOUTH ALONG STATE HIGHWAY 80, THENCE 4.65 MILES NORTHWEST ALONG STATE
 TU0591'HIGHWAY 99, 0.6 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 80,
 TU0591'5.6 MILES SOUTHEAST OF HALEIWA, 21 FEET NORTHEAST OF THE CENTER LINE
 TU0591'OF THE HIGHWAY, 3.6 FEET SOUTHWEST OF TELEPHONE POLE 151 T, 13 FEET
 TU0591'SOUTHEAST OF THE EXTENDED CENTER LINE OF A DIRT ROAD TO A FIELD, ABOUT
 TU0591'1 FOOT LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 TU0591'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1573 ***********************************************************************
 TU1573  DESIGNATION -  60 A
 TU1573  PID         -  TU1573
 TU1573  STATE/COUNTY-  HI/HONOLULU
 TU1573  USGS QUAD   -  KAENA (1983)
 TU1573
 TU1573                         *CURRENT SURVEY CONTROL
 TU1573  ___________________________________________________________________
 TU1573* NAD 83(1993)-  21 32 50.87723(N)    158 14 26.02245(W)     ADJUSTED  
 TU1573* LOCAL TIDAL -         6.0    (meters)      20.     (feet)  VERT ANG  
 TU1573  ___________________________________________________________________
 TU1573  EPOCH DATE  -        1993.62
 TU1573  LAPLACE CORR-           6.37  (seconds)                    DEFLEC99
 TU1573  GEOID HEIGHT-          14.83  (meters)                     GEOID03
 TU1573
 TU1573  HORZ ORDER  -  THIRD
 TU1573
 TU1573.The horizontal coordinates were established by classical geodetic methods
 TU1573.and adjusted by the National Geodetic Survey in December 1998..
 TU1573.The horizontal coordinates are valid at the epoch date displayed above.
 TU1573.The epoch date for horizontal control is a decimal equivalence
 TU1573.of Year/Month/Day.
 TU1573
 TU1573.The orthometric height was determined by vertical angle observations.
 TU1573
 TU1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1573
 TU1573.The geoid height was determined by GEOID03.
 TU1573
 TU1573;                    North         East     Units Scale Factor Converg.
 TU1573;SPC HI 3     -    42,181.530   475,081.228   MT  0.99999767   -0 05 18.1
 TU1573;UTM  04      - 2,382,930.565   578,637.814   MT  0.99967641   +0 16 44.2
 TU1573
 TU1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1573!SPC HI 3     -   0.99999673  x   0.99999767  =   0.99999440
 TU1573!UTM  04      -   0.99999673  x   0.99967641  =   0.99967314
 TU1573
 TU1573|---------------------------------------------------------------------|
 TU1573| PID    Reference Object                     Distance      Geod. Az  |
 TU1573|                                                           dddmmss.s |
 TU1573| CJ9387 60 A RM                              14.812 METERS 16007     |
 TU1573| TU1590 RED                                 APPROX. 2.0 KM 3250433.8 |
 TU1573|---------------------------------------------------------------------|
 TU1573
 TU1573                          SUPERSEDED SURVEY CONTROL
 TU1573
 TU1573  NAD 83(1986)-  21 32 50.82642(N)    158 14 26.03483(W) AD(       ) 3
 TU1573  OLD HI      -  21 33 02.20810(N)    158 14 35.98380(W) AD(       ) 3
 TU1573
 TU1573.Superseded values are not recommended for survey control.
 TU1573.NGS no longer adjusts projects to the OLD HI datum.
 TU1573.See file dsdata.txt to determine how the superseded data were derived.
 TU1573
 TU1573_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7863882931(NAD 83)
 TU1573_MARKER: Z = SEE DESCRIPTION
 TU1573_SETTING: 0 = UNSPECIFIED SETTING
 TU1573
 TU1573  HISTORY     - Date     Condition        Report By
 TU1573  HISTORY     - 1958     MONUMENTED       USE
 TU1573  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1573
 TU1573                          STATION DESCRIPTION
 TU1573
 TU1573'DESCRIBED BY US ENGINEERS 1958 (EEJ)
 TU1573'THE STATION IS 8.4 MILES NORTH OF WAIANAE, 4.5 MILES SOUTH OF THE
 TU1573'KAENA POINT LIGHT HOUSE, ON THE WEST SIDE OF THE MAIN ROAD RUNNING
 TU1573'FROM WAIANAE TO KAENA POINT.
 TU1573'
 TU1573'THE STATION IS A STANDARD U.S. ARMY CORPS OF ENGINEERS BRONZE DISK
 TU1573'SET IN A 12 INCH CONCRETE POST FLUSH WITH THE OLD RAILWAY BED, THE
 TU1573'STATION IS ABOUT 10 FEET NORTH OF THE NORTH END OF A CONCRETE
 TU1573'BUTTMENT FOR A RAILWAY BRIDGE WHICH IS NO LONGER THERE.
 TU1573'
 TU1573'REFERENCE MARK 1, A STANDARD DISK STAMPED BM 60 A 1958 NO 1,
 TU1573'IS SET IN A DRILL HOLE IN THE SOUTH BUTTMENT OF THE OLD RAILWAY
 TU1573'BRIDGE, IT IS ABOUT 2 FEET LOWER THAN THE STATION AND ABOUT 2
 TU1573'FEET LOWER THAN THE TOP OF THE BUTTMENT IN A STEP FORMED TO HOLD
 TU1573'THE LATERAL SUPPORTS FOR THE BRIDGE.
 TU1573'
 TU1573'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1573'NORTH FOR 8.4 MILES TO THE STATION ON THE LEFT, THIS 0.15 MILES
 TU1573'PAST A T-INTERSECTION, PACK WEST ABOUT 100 FEET TO THE TOP OF AN
 TU1573'OLD RAILWAY BED AND THE STATION.
 TU1573'
 TU1573'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1573
 TU1573                          STATION RECOVERY (1964)
 TU1573
 TU1573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1573'STATION MARK AND REFERENCE MARK WAS RECOVERED IN GOOD
 TU1573'CONDITION.  THE DISTANCE TO THE REFERENCE MARK WAS CHECKED AND IS
 TU1573'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1573'
 TU1573'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHWEST OF MAKAHA VILLAGE
 TU1573'AND 3 MILES SOUTHEAST OF KAENA POINT, JUST NORTHWEST OF THE
 TU1573'INTERSECTION OF STATE HIGHWAY 90 WITH A PAVED SIDE ROAD RIGHT THAT
 TU1573'LEADS UP TO THE KAENA POINT TRACKING STATION, ON TOP OF THE
 TU1573'EARTH FILL OF AN OLD RAILROAD GRADE, BY THE NORTH CONCRETE
 TU1573'ABUTTMENT OF AN OLD RAILROAD BRIDGE (NOW REMOVED).
 TU1573'
 TU1573'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1573'STATE HIGHWAY 90 FOR 9.1 MILES TO PAVED SIDE ROAD RIGHT, CONTINUE
 TU1573'AHEAD FOR 0.05 MILE TO STATION ON LEFT, OPPOSITE CONCRETE DRAIN
 TU1573'DIP IN ROAD.
 TU1573'
 TU1573'STATION MARK IS A U.S. CORPS OF ENGINEERS TRAVERSE STATION DISK,
 TU1573'UNSTAMPED, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU1573'FLUSH WITH THE GROUND.  IT SETS IN THE CENTER OF THE OLD GRADE,
 TU1573'6.0 FEET NORTH OF EDGE OF ABUTTMENT, 72.5 FEET WEST OF CENTER LINE
 TU1573'OF HIGHWAY AND ABOUT 5 FEET HIGHER THAN HIGHWAY.
 TU1573'
 TU1573'THE REFERENCE MARK IS A STANDARD DISK STAMPED BM 60A 1958,
 TU1573'CEMENTED IN A DRILL HOLE IN THE STEP OF THE SOUTH CONCRETE
 TU1573'ABUTTMENT OF THE OLD BRIDGE.  IT IS 3.2 FEET EAST FROM WEST END OF
 TU1573'ABUTTMENT AND ABOUT 5 FEET HIGHER THAN SAND BEACH IN THE COVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0314 ***********************************************************************
 TU0314  DESIGNATION -  7
 TU0314  PID         -  TU0314
 TU0314  STATE/COUNTY-  HI/HONOLULU
 TU0314  USGS QUAD   -  HONOLULU (1983)
 TU0314
 TU0314                         *CURRENT SURVEY CONTROL
 TU0314  ___________________________________________________________________
 TU0314* NAD 83(1986)-  21 16 14.     (N)    157 49 21.     (W)     SCALED    
 TU0314* LOCAL TIDAL -         2.439  (meters)       8.00   (feet)  ADJ UNCH  
 TU0314  ___________________________________________________________________
 TU0314  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU0314
 TU0314  VERT ORDER  -  FIRST     CLASS II
 TU0314
 TU0314.The horizontal coordinates were scaled from a topographic map and have
 TU0314.an estimated accuracy of +/- 6 seconds.
 TU0314
 TU0314.The orthometric height was key entered from printed documents
 TU0314.and not key verified.
 TU0314
 TU0314.The geoid height was determined by GEOID03.
 TU0314
 TU0314;                    North         East    Units  Estimated Accuracy
 TU0314;SPC HI 3     -    11,510.      518,420.      MT  (+/- 180 meters Scaled)
 TU0314
 TU0314                          SUPERSEDED SURVEY CONTROL
 TU0314
 TU0314.No superseded survey control is available for this station.
 TU0314
 TU0314_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ221525(NAD 83)
 TU0314_MARKER: DD = SURVEY DISK
 TU0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0314_SP_SET: SIDEWALK
 TU0314_STAMPING: BEACH EROSION 7 WAIKIKI
 TU0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0314
 TU0314  HISTORY     - Date     Condition        Report By
 TU0314  HISTORY     - UNK      MONUMENTED       DOD
 TU0314  HISTORY     - 1969     GOOD             NGS
 TU0314  HISTORY     - 19961106 MARK NOT FOUND   USPSQD
 TU0314  HISTORY     - 19990325 GOOD             USPSQD
 TU0314  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 TU0314
 TU0314                          STATION DESCRIPTION
 TU0314
 TU0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0314'3.95 MI SE FROM HONOLULU.
 TU0314'1.7 MILES EAST ALONG KING STREET FROM THE POST OFFICE AT HONOLULU,
 TU0314'THENCE 2.25 MILES SOUTHEAST ALONG KALAKAUA AVENUE, 45 FEET WEST OF THE
 TU0314'CENTER OF THE JUNCTION OF MONSARRAT AVENUE, IN THE TOP OF SIDEWALK OF
 TU0314'KALAKAUA AVENUE, 21.7 FEET NORTH-NORTHWEST OF A METAL LIGHT POLE, 11.9
 TU0314'FEET SOUTHEAST OF A POLE WITH A TELEPHONE STAND, 6.1 FEET
 TU0314'EAST-NORTHEAST OF THE EAST-NORTHEAST SIDE OF A SEA WALL, 126.7 FEET
 TU0314'SOUTHEAST OF BENCH MARK 3-4 (S OF H), 15.6 FEET EAST-SOUTHEAST OF A
 TU0314'METAL POLE WITH A NO DRINKING, NO LITTERING, NO DOGS, SIGN, AND FLUSH
 TU0314'WITH THE SIDEWALK.
 TU0314
 TU0314                          STATION RECOVERY (1996)
 TU0314
 TU0314'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0314'MARK NOT FOUND.
 TU0314
 TU0314                          STATION RECOVERY (1999)
 TU0314
 TU0314'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0314'RECOVERED IN GOOD CONDITION.
 TU0314
 TU0314                          STATION RECOVERY (2003)
 TU0314
 TU0314'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU0314'SIDEWALK HAD BEEN REPLACED OR COVERED WITH FLAGSTONES IN ABOUT 2000.
 TU0314'THERE IS NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0417 ***********************************************************************
 TU0417  DESIGNATION -  7
 TU0417  PID         -  TU0417
 TU0417  STATE/COUNTY-  HI/HONOLULU
 TU0417  USGS QUAD   -  HONOLULU (1983)
 TU0417
 TU0417                         *CURRENT SURVEY CONTROL
 TU0417  ___________________________________________________________________
 TU0417* NAD 83(1986)-  21 17 24.     (N)    157 49 10.     (W)     SCALED    
 TU0417* LOCAL TIDAL -         8.756  (meters)      28.73   (feet)  ADJ UNCH  
 TU0417  ___________________________________________________________________
 TU0417  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU0417
 TU0417  VERT ORDER  -  FIRST     CLASS II
 TU0417
 TU0417.The horizontal coordinates were scaled from a topographic map and have
 TU0417.an estimated accuracy of +/- 6 seconds.
 TU0417
 TU0417.The orthometric height was key entered from printed documents
 TU0417.and not key verified.
 TU0417
 TU0417.The geoid height was determined by GEOID03.
 TU0417
 TU0417;                    North         East    Units  Estimated Accuracy
 TU0417;SPC HI 3     -    13,670.      518,740.      MT  (+/- 180 meters Scaled)
 TU0417
 TU0417                          SUPERSEDED SURVEY CONTROL
 TU0417
 TU0417.No superseded survey control is available for this station.
 TU0417
 TU0417_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ224547(NAD 83)
 TU0417_MARKER: Z = SEE DESCRIPTION
 TU0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0417_SP_SET: BANISTER
 TU0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0417
 TU0417  HISTORY     - Date     Condition        Report By
 TU0417  HISTORY     - UNK      MONUMENTED
 TU0417  HISTORY     - 1969     GOOD             NGS
 TU0417  HISTORY     - 19990420 MARK NOT FOUND   USPSQD
 TU0417
 TU0417                          STATION DESCRIPTION
 TU0417
 TU0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0417'3.1 MI SE FROM HONOLULU.
 TU0417'3.1 MILES SOUTHEAST ALONG KING STREET FROM THE POST OFFICE AT
 TU0417'HONOLULU, AT THE KING STREET ENTRANCE TO THE KUHIO SCHOOL, IN THE TOP
 TU0417'OF THE NORTHWEST END OF THE WEST BANISTER OF THE STEPS AT THE MAIN
 TU0417'ENTRANCE TO THE SCHOOL, 48 YARDS SOUTHWEST OF KING STREET, 0.25 MILE
 TU0417'SOUTHEAST OF BENCH MARK 6 C OF H, AND ABOUT 2 FEET HIGHER THAN THE
 TU0417'CONCRETE WALK.
 TU0417
 TU0417                          STATION RECOVERY (1999)
 TU0417
 TU0417'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0655 ***********************************************************************
 TU0655  DESIGNATION -  7 1
 TU0655  PID         -  TU0655
 TU0655  STATE/COUNTY-  HI/HONOLULU
 TU0655  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0655
 TU0655                         *CURRENT SURVEY CONTROL
 TU0655  ___________________________________________________________________
 TU0655* NAD 83(1993)-  21 29 14.27454(N)    158 01 41.06937(W)     ADJUSTED  
 TU0655* LOCAL TIDAL -       259.961  (meters)     852.89   (feet)  ADJ UNCH  
 TU0655  ___________________________________________________________________
 TU0655  EPOCH DATE  -        1993.62
 TU0655  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TU0655  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0655
 TU0655  HORZ ORDER  -  SECOND
 TU0655  VERT ORDER  -  FIRST     CLASS II
 TU0655
 TU0655.The horizontal coordinates were established by classical geodetic methods
 TU0655.and adjusted by the National Geodetic Survey in December 1998..
 TU0655.The horizontal coordinates are valid at the epoch date displayed above.
 TU0655.The epoch date for horizontal control is a decimal equivalence
 TU0655.of Year/Month/Day.
 TU0655
 TU0655.The orthometric height was key entered from printed documents
 TU0655.and not key verified.
 TU0655
 TU0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0655
 TU0655.The geoid height was determined by GEOID03.
 TU0655
 TU0655;                    North         East     Units Scale Factor Converg.
 TU0655;SPC HI 3     -    35,500.679   497,090.657   MT  0.99999010   -0 00 37.0
 TU0655;UTM  04      - 2,376,392.670   600,683.100   MT  0.99972526   +0 21 21.7
 TU0655
 TU0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0655!SPC HI 3     -   0.99995667  x   0.99999010  =   0.99994677
 TU0655!UTM  04      -   0.99995667  x   0.99972526  =   0.99968194
 TU0655
 TU0655                          SUPERSEDED SURVEY CONTROL
 TU0655
 TU0655  NAD 83(1986)-  21 29 14.22448(N)    158 01 41.08037(W) AD(       ) 2
 TU0655  OLD HI      -  21 29 25.63574(N)    158 01 50.97549(W) AD(       ) 2
 TU0655
 TU0655.Superseded values are not recommended for survey control.
 TU0655.NGS no longer adjusts projects to the OLD HI datum.
 TU0655.See file dsdata.txt to determine how the superseded data were derived.
 TU0655
 TU0655_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0068376393(NAD 83)
 TU0655_MARKER: DD = SURVEY DISK
 TU0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0655_STAMPING: 7-1 1969
 TU0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0655+STABILITY: SURFACE MOTION
 TU0655
 TU0655  HISTORY     - Date     Condition        Report By
 TU0655  HISTORY     - 1969     MONUMENTED       HIGS
 TU0655  HISTORY     - 1969     GOOD             NGS
 TU0655  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0655
 TU0655                          STATION DESCRIPTION
 TU0655
 TU0655'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0655'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT
 TU0655'WAHIAWA, THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE
 TU0655'0.4 MILE SOUTH ALONG STATE HIGHWAY 80, THENCE 0.25 MILE SOUTH ALONG
 TU0655'STATE HIGHWAY 99, 0.05 MILE SOUTH OF THE JUNCTION OF A ROAD THRU
 TU0655'THE MAIN GATE OF THE WHEELER AIR FORCE BASE, 23.9 FEET WEST OF
 TU0655'THE CENTER LINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 8.5
 TU0655'FEET SOUTHWEST OF A METAL LIGHT POLE, 14.2 FEET EAST OF THE
 TU0655'A.F.B. BOUNDARY FENCE, 5.8 FEET SOUTHEAST OF THE CENTER OF
 TU0655'A MANHOLE COVER FOR WATER VALVE, ABOUT LEVEL WITH THE
 TU0655'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TU0655'GROUND.
 TU0655
 TU0655                          STATION RECOVERY (1969)
 TU0655
 TU0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0655'0.95 MI S FROM WAHIAWA.
 TU0655'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0655'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0655'SOUTH ALONG STATE HIGHWAY 80, THENCE 0.25 MILE SOUTH ALONG STATE
 TU0655'HIGHWAY 99, 0.05 MILE SOUTH OF THE JUNCTION OF A ROAD THRU THE MAIN
 TU0655'GATE OF THE WHEELER AIR FORCE BASE, 23.9 FEET WEST OF THE CENTER LINE
 TU0655'OF THE SOUTH BOUND LANES OF THE HIGHWAY, 8.5 FEET SOUTHWEST OF A METAL
 TU0655'LIGHT POLE, 14.2 FEET EAST OF THE A.F.B. BOUNDARY FENCE, 5.8 FEET
 TU0655'SOUTHEAST OF THE CENTER OF A MANHOLE COVER FOR WATER VALVE, ABOUT
 TU0655'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TU0655'WITH THE GROUND.
 TU0655
 TU0655                          STATION RECOVERY (2006)
 TU0655
 TU0655'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0655'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0192 ***********************************************************************
 TU0192  DESIGNATION -  7 USGS RESET
 TU0192  PID         -  TU0192
 TU0192  STATE/COUNTY-  HI/MAUI
 TU0192  USGS QUAD   -  MAALAEA (1996)
 TU0192
 TU0192                         *CURRENT SURVEY CONTROL
 TU0192  ___________________________________________________________________
 TU0192* NAD 83(1986)-  20 46 54.     (N)    156 27 45.     (W)     SCALED    
 TU0192* LOCAL TIDAL -         2.274  (meters)       7.46   (feet)  ADJ UNCH  
 TU0192  ___________________________________________________________________
 TU0192  GEOID HEIGHT-          16.48  (meters)                     GEOID03
 TU0192
 TU0192  VERT ORDER  -  FIRST     CLASS I
 TU0192
 TU0192.The horizontal coordinates were scaled from a topographic map and have
 TU0192.an estimated accuracy of +/- 6 seconds.
 TU0192
 TU0192.The orthometric height was key entered from printed documents
 TU0192.and not key verified.
 TU0192
 TU0192.The geoid height was determined by GEOID03.
 TU0192
 TU0192;                    North         East    Units  Estimated Accuracy
 TU0192;SPC HI 2     -    49,650.      521,260.      MT  (+/- 180 meters Scaled)
 TU0192
 TU0192                          SUPERSEDED SURVEY CONTROL
 TU0192
 TU0192.No superseded survey control is available for this station.
 TU0192
 TU0192_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ641000(NAD 83)
 TU0192_MARKER: DB = BENCH MARK DISK
 TU0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0192_SP_SET: SIDEWALK
 TU0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0192
 TU0192  HISTORY     - Date     Condition        Report By
 TU0192  HISTORY     - UNK      MONUMENTED       LOCENG
 TU0192  HISTORY     - 1968     GOOD             CGS
 TU0192  HISTORY     - 1979     GOOD             NGS
 TU0192
 TU0192                          STATION DESCRIPTION
 TU0192
 TU0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0192'IN KIHEI.
 TU0192'LOCATED AT THE SUDA STORE AND POST OFFICE BUILDING IN KIHEI, 0.1 MILE
 TU0192'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 31 AND 35, ALONG NORTHEAST
 TU0192'SIDE OF HIGHWAY 31, IN FRONT OF ENTRANCE TO THE POST OFFICE, IN THE
 TU0192'NORTHWEST CORNER OF THE CONCRETE WALK ALONG FRONT OF BUILDING, AND 1
 TU0192'FOOT SOUTHEAST OF THE FLAGPOLE.  A 1/2-INCH, BRONZE PIN SET FLUSH WITH
 TU0192'SURFACE.
 TU0192
 TU0192                          STATION RECOVERY (1979)
 TU0192
 TU0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0192'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE POST OFFICE IS
 TU0192'NOW ROBOIREIS FRENCH RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1637 ***********************************************************************
 TU1637  DESIGNATION -  7289V5 1967
 TU1637  PID         -  TU1637
 TU1637  STATE/COUNTY-  HI/HONOLULU
 TU1637  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1637
 TU1637                         *CURRENT SURVEY CONTROL
 TU1637  ___________________________________________________________________
 TU1637* NAD 83(1993)-  21 22 26.58982(N)    158 05 57.83050(W)     ADJUSTED  
 TU1637* LOCAL TIDAL -       511.3    (meters)    1677.     (feet)  VERT ANG  
 TU1637  ___________________________________________________________________
 TU1637  EPOCH DATE  -        1993.62
 TU1637  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 TU1637  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1637
 TU1637  HORZ ORDER  -  THIRD
 TU1637
 TU1637.The horizontal coordinates were established by classical geodetic methods
 TU1637.and adjusted by the National Geodetic Survey in December 1998..
 TU1637.No horizontal observational check was made to the station.
 TU1637.The horizontal coordinates are valid at the epoch date displayed above.
 TU1637.The epoch date for horizontal control is a decimal equivalence
 TU1637.of Year/Month/Day.
 TU1637
 TU1637.The orthometric height was determined by vertical angle observations.
 TU1637
 TU1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1637
 TU1637.The geoid height was determined by GEOID03.
 TU1637
 TU1637;                    North         East     Units Scale Factor Converg.
 TU1637;SPC HI 3     -    22,964.930   489,691.682   MT  0.99999131   -0 02 10.4
 TU1637;UTM  04      - 2,363,813.440   593,366.228   MT  0.99970772   +0 19 41.7
 TU1637
 TU1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1637!SPC HI 3     -   0.99991719  x   0.99999131  =   0.99990850
 TU1637!UTM  04      -   0.99991719  x   0.99970772  =   0.99962493
 TU1637
 TU1637                          SUPERSEDED SURVEY CONTROL
 TU1637
 TU1637  NAD 83(1986)-  21 22 26.53943(N)    158 05 57.84130(W) AD(       ) 3
 TU1637  OLD HI      -  21 22 37.89120(N)    158 06 07.72550(W) AD(       ) 3
 TU1637
 TU1637.Superseded values are not recommended for survey control.
 TU1637.NGS no longer adjusts projects to the OLD HI datum.
 TU1637.See file dsdata.txt to determine how the superseded data were derived.
 TU1637
 TU1637_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9336663813(NAD 83)
 TU1637_MARKER: Z = SEE DESCRIPTION
 TU1637_SETTING: 0 = UNSPECIFIED SETTING
 TU1637
 TU1637  HISTORY     - Date     Condition        Report By
 TU1637  HISTORY     - 1967     MONUMENTED       CGS
 TU1637
 TU1637                          STATION DESCRIPTION
 TU1637
 TU1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND
 TU1637'90 AT THE WEST EDGE OF WAIPAHU, GO WEST AND SOUTHWEST ON
 TU1637'STATE HIGHWAY 90 FOR 2.4 MILES TO A CROSSROAD AND SIGN,
 TU1637'TIMBERLINE.  TURN RIGHT AND GO NORTHWEST ON AN OILED ROAD FOR
 TU1637'0.7 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE OILED
 TU1637'ROAD UP THE HILL FOR 4.0 MILES TO A FORK.  TAKE THE RIGHT FORK
 TU1637'AND CONTINUE UPHILL FOR 0.6 MILE TO A ROAD ON THE RIGHT.  TURN
 TU1637'RIGHT AND GO EAST, DOWNHILL, ALONG A TRACK ROAD FOR 0.25 MILE
 TU1637'TO THE STATION.
 TU1637'
 TU1637'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHIPP,
 TU1637'DISTANCE BEING 21.806 METERS, 71.55 FEET, NORTHWEST OF STATION
 TU1637'WHIPP.  THE STATION IS A PLAIN BRONZE DISK STAMPED 7289V5 1967,
 TU1637'CEMENTED IN A DRILL HOLE IN A 20 X 50 FOOT CONCRETE PAD WHICH IS
 TU1637'INSIDE THE LARGER ONE OF TWO FENCED ENCLOSURES.  THIS POINT IS
 TU1637'SET DIRECTLY UNDER THE CENTER OF VAN NO. 97-23599.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0422 ***********************************************************************
 TU0422  DESIGNATION -  8
 TU0422  PID         -  TU0422
 TU0422  STATE/COUNTY-  HI/HONOLULU
 TU0422  USGS QUAD   -  HONOLULU (1983)
 TU0422
 TU0422                         *CURRENT SURVEY CONTROL
 TU0422  ___________________________________________________________________
 TU0422* NAD 83(1986)-  21 16 55.     (N)    157 47 52.     (W)     SCALED    
 TU0422* LOCAL TIDAL -        54.619  (meters)     179.20   (feet)  ADJ UNCH  
 TU0422  ___________________________________________________________________
 TU0422  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU0422
 TU0422  VERT ORDER  -  FIRST     CLASS II
 TU0422
 TU0422.The horizontal coordinates were scaled from a topographic map and have
 TU0422.an estimated accuracy of +/- 6 seconds.
 TU0422
 TU0422.The orthometric height was key entered from printed documents
 TU0422.and not key verified.
 TU0422
 TU0422.The geoid height was determined by GEOID03.
 TU0422
 TU0422;                    North         East    Units  Estimated Accuracy
 TU0422;SPC HI 3     -    12,780.      520,990.      MT  (+/- 180 meters Scaled)
 TU0422
 TU0422                          SUPERSEDED SURVEY CONTROL
 TU0422
 TU0422.No superseded survey control is available for this station.
 TU0422
 TU0422_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ247538(NAD 83)
 TU0422_MARKER: Z = SEE DESCRIPTION
 TU0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0422_SP_SET: BANISTER
 TU0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0422
 TU0422  HISTORY     - Date     Condition        Report By
 TU0422  HISTORY     - UNK      MONUMENTED
 TU0422  HISTORY     - 1962     GOOD             NGS
 TU0422  HISTORY     - 1969     GOOD             NGS
 TU0422  HISTORY     - 19990422 MARK NOT FOUND   USPSQD
 TU0422
 TU0422                          STATION DESCRIPTION
 TU0422
 TU0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0422'IN HONOLULU.
 TU0422'4.7 MILES SOUTHEAST ALONG S. KING STREET AND WAIALAE AVENUE FROM THE
 TU0422'FEDERAL BUILDING IN HONOLULU.  ON SOUTHWEST SIDE OF WAIALAE AVENUE
 TU0422'OPPOSITE INTERSECTION OF WILHELMINA RISE STREET, CEMENTED IN A DRILL
 TU0422'HOLE IN THE CONCRETE BANISTER AT NORTHWEST END OF STEPS AT THE WAIALAE
 TU0422'AVENUE ENTRANCE OF LILIUOKALANI SCHOOL.
 TU0422
 TU0422                          STATION RECOVERY (1969)
 TU0422
 TU0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0422'RECOVERED IN GOOD CONDITION.
 TU0422
 TU0422                          STATION RECOVERY (1999)
 TU0422
 TU0422'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0570 ***********************************************************************
 TU0570  DESIGNATION -  8 1
 TU0570  PID         -  TU0570
 TU0570  STATE/COUNTY-  HI/HONOLULU
 TU0570  USGS QUAD   -  KAENA (1983)
 TU0570
 TU0570                         *CURRENT SURVEY CONTROL
 TU0570  ___________________________________________________________________
 TU0570* NAD 83(1993)-  21 33 54.84299(N)    158 15 48.00144(W)     ADJUSTED  
 TU0570* LOCAL TIDAL -        13.828  (meters)      45.37   (feet)  ADJ UNCH  
 TU0570  ___________________________________________________________________
 TU0570  EPOCH DATE  -        1993.62
 TU0570  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 TU0570  GEOID HEIGHT-          14.58  (meters)                     GEOID03
 TU0570
 TU0570  HORZ ORDER  -  SECOND
 TU0570  VERT ORDER  -  FIRST     CLASS II
 TU0570
 TU0570.The horizontal coordinates were established by classical geodetic methods
 TU0570.and adjusted by the National Geodetic Survey in December 1998..
 TU0570.The horizontal coordinates are valid at the epoch date displayed above.
 TU0570.The epoch date for horizontal control is a decimal equivalence
 TU0570.of Year/Month/Day.
 TU0570
 TU0570.The orthometric height was key entered from printed documents
 TU0570.and not key verified.
 TU0570
 TU0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0570
 TU0570.The geoid height was determined by GEOID03.
 TU0570
 TU0570;                    North         East     Units Scale Factor Converg.
 TU0570;SPC HI 3     -    44,152.715   472,725.690   MT  0.99999919   -0 05 48.4
 TU0570;UTM  04      - 2,384,885.969   576,270.451   MT  0.99967188   +0 16 14.8
 TU0570
 TU0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0570!SPC HI 3     -   0.99999553  x   0.99999919  =   0.99999472
 TU0570!UTM  04      -   0.99999553  x   0.99967188  =   0.99966742
 TU0570
 TU0570                          SUPERSEDED SURVEY CONTROL
 TU0570
 TU0570  NAD 83(1986)-  21 33 54.79229(N)    158 15 48.01436(W) AD(       ) 2
 TU0570  OLD HI      -  21 34 06.20122(N)    158 15 57.92031(W) AD(       ) 2
 TU0570
 TU0570.Superseded values are not recommended for survey control.
 TU0570.NGS no longer adjusts projects to the OLD HI datum.
 TU0570.See file dsdata.txt to determine how the superseded data were derived.
 TU0570
 TU0570_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7627084886(NAD 83)
 TU0570_MARKER: DD = SURVEY DISK
 TU0570_SETTING: 66 = SET IN ROCK OUTCROP
 TU0570_SP_SET: ROCK OUTCROP
 TU0570_STAMPING: 8-1 1969
 TU0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0570+STABILITY: POSITION/ELEVATION WELL
 TU0570
 TU0570  HISTORY     - Date     Condition        Report By
 TU0570  HISTORY     - 1969     MONUMENTED       HIGS
 TU0570  HISTORY     - 1969     GOOD             NGS
 TU0570
 TU0570                          STATION DESCRIPTION
 TU0570
 TU0570'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0570'11.5 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE
 TU0570'AT WAIANAE, IN THE TOP OF A HUGE LAVA ROCK OUTCROP WHICH IS ON
 TU0570'THE SUMMIT OF A CUT ALONG THE SOUTHWEST SIDE OF THE HIGHWAY,
 TU0570'23.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY (SLOPE
 TU0570'MEASUREMENT), 67.0 FEET NORTHWEST OF THE NORTHWEST END OF A LAVA
 TU0570'ROCK RETAINING WALL, ABOUT MIDWAY AND ACROSS THE HIGHWAY FROM
 TU0570'POWER POLES 223 AND 224, AND ABOUT 15 FEET HIGHER THAN THE
 TU0570'HIGHWAY.
 TU0570
 TU0570                          STATION RECOVERY (1969)
 TU0570
 TU0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0570'11.5 MI NW FROM WAIANAE.
 TU0570'11.5 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0570'WAIANAE, IN THE TOP OF A HUGE LAVA ROCK OUTCROP WHICH IS ON THE SUMMIT
 TU0570'OF A CUT ALONG THE SOUTHWEST SIDE OF THE HIGHWAY, 23.0 FEET SOUTHWEST
 TU0570'OF THE CENTER LINE OF THE HIGHWAY (SLOPE MEASUREMENT), 67.0 FEET
 TU0570'NORTHWEST OF THE NORTHWEST END OF A LAVA ROCK RETAINING WALL, ABOUT
 TU0570'MIDWAY AND ACROSS THE HIGHWAY FROM POWER POLES 223 AND 224, AND ABOUT
 TU0570'15 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0575 ***********************************************************************
 TU0575  DESIGNATION -  8 10
 TU0575  PID         -  TU0575
 TU0575  STATE/COUNTY-  HI/HONOLULU
 TU0575  USGS QUAD   -  KAENA (1983)
 TU0575
 TU0575                         *CURRENT SURVEY CONTROL
 TU0575  ___________________________________________________________________
 TU0575* NAD 83(1993)-  21 31 43.89629(N)    158 13 39.19803(W)     ADJUSTED  
 TU0575* LOCAL TIDAL -         5.373  (meters)      17.63   (feet)  ADJ UNCH  
 TU0575  ___________________________________________________________________
 TU0575  EPOCH DATE  -        1993.62
 TU0575  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 TU0575  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU0575
 TU0575  HORZ ORDER  -  SECOND
 TU0575  VERT ORDER  -  FIRST     CLASS II
 TU0575
 TU0575.The horizontal coordinates were established by classical geodetic methods
 TU0575.and adjusted by the National Geodetic Survey in December 1998..
 TU0575.The horizontal coordinates are valid at the epoch date displayed above.
 TU0575.The epoch date for horizontal control is a decimal equivalence
 TU0575.of Year/Month/Day.
 TU0575
 TU0575.The orthometric height was key entered from printed documents
 TU0575.and not key verified.
 TU0575
 TU0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0575
 TU0575.The geoid height was determined by GEOID03.
 TU0575
 TU0575;                    North         East     Units Scale Factor Converg.
 TU0575;SPC HI 3     -    40,119.405   476,425.547   MT  0.99999686   -0 05 00.6
 TU0575;UTM  04      - 2,380,877.753   579,994.885   MT  0.99967907   +0 17 00.5
 TU0575
 TU0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0575!SPC HI 3     -   0.99999680  x   0.99999686  =   0.99999366
 TU0575!UTM  04      -   0.99999680  x   0.99967907  =   0.99967587
 TU0575
 TU0575                          SUPERSEDED SURVEY CONTROL
 TU0575
 TU0575  NAD 83(1986)-  21 31 43.84556(N)    158 13 39.21094(W) AD(       ) 2
 TU0575  OLD HI      -  21 31 55.24969(N)    158 13 49.11383(W) AD(       ) 2
 TU0575
 TU0575.Superseded values are not recommended for survey control.
 TU0575.NGS no longer adjusts projects to the OLD HI datum.
 TU0575.See file dsdata.txt to determine how the superseded data were derived.
 TU0575
 TU0575_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7999580878(NAD 83)
 TU0575_MARKER: DD = SURVEY DISK
 TU0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0575_STAMPING: 8-10 1969
 TU0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0575+STABILITY: SURFACE MOTION
 TU0575
 TU0575  HISTORY     - Date     Condition        Report By
 TU0575  HISTORY     - 1969     MONUMENTED       HIGS
 TU0575  HISTORY     - 1969     GOOD             NGS
 TU0575
 TU0575                          STATION DESCRIPTION
 TU0575
 TU0575'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0575'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE
 TU0575'AT WAIANAE, 0.2 MILE NORTH OF THE JUNCTION OF A ROAD NORTHWEST,
 TU0575'ALONG THE EAST SHOULDER OF THE HIGHWAY, 15.9 FEET EAST OF THE
 TU0575'CENTER LINE OF THE HIGHWAY, 250.0 FEET SOUTH OF THE CENTER LINE
 TU0575'OF A GRAVELED ROAD WEST TO A BEACH, 458 FEET SOUTH OF THE SOUTH
 TU0575'END OF THE EAST HEAD WALL OF A CULVERT, ABOUT LEVEL WITH THE
 TU0575'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 TU0575
 TU0575                          STATION RECOVERY (1969)
 TU0575
 TU0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0575'7.8 MI NW FROM WAIANAE.
 TU0575'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0575'WAIANAE, 0.2 MILE NORTH OF THE JUNCTION OF A ROAD NORTHWEST, ALONG THE
 TU0575'EAST SHOULDER OF THE HIGHWAY, 15.9 FEET EAST OF THE CENTER LINE OF THE
 TU0575'HIGHWAY, 250.0 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD WEST
 TU0575'TO A BEACH, 458 FEET SOUTH OF THE SOUTH END OF THE EAST HEAD WALL OF A
 TU0575'CULVERT, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TU0575'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0571 ***********************************************************************
 TU0571  DESIGNATION -  8 2
 TU0571  PID         -  TU0571
 TU0571  STATE/COUNTY-  HI/HONOLULU
 TU0571  USGS QUAD   -  KAENA (1983)
 TU0571
 TU0571                         *CURRENT SURVEY CONTROL
 TU0571  ___________________________________________________________________
 TU0571* NAD 83(1993)-  21 33 33.01981(N)    158 15 20.88216(W)     ADJUSTED  
 TU0571* LOCAL TIDAL -        16.126  (meters)      52.91   (feet)  ADJ UNCH  
 TU0571  ___________________________________________________________________
 TU0571  EPOCH DATE  -        1993.62
 TU0571  LAPLACE CORR-           6.04  (seconds)                    DEFLEC99
 TU0571  GEOID HEIGHT-          14.67  (meters)                     GEOID03
 TU0571
 TU0571  HORZ ORDER  -  SECOND
 TU0571  VERT ORDER  -  FIRST     CLASS II
 TU0571
 TU0571.The horizontal coordinates were established by classical geodetic methods
 TU0571.and adjusted by the National Geodetic Survey in December 1998..
 TU0571.The horizontal coordinates are valid at the epoch date displayed above.
 TU0571.The epoch date for horizontal control is a decimal equivalence
 TU0571.of Year/Month/Day.
 TU0571
 TU0571.The orthometric height was key entered from printed documents
 TU0571.and not key verified.
 TU0571
 TU0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0571
 TU0571.The geoid height was determined by GEOID03.
 TU0571
 TU0571;                    North         East     Units Scale Factor Converg.
 TU0571;SPC HI 3     -    43,480.207   473,504.823   MT  0.99999867   -0 05 38.4
 TU0571;UTM  04      - 2,384,218.691   577,053.626   MT  0.99967336   +0 16 24.5
 TU0571
 TU0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0571!SPC HI 3     -   0.99999516  x   0.99999867  =   0.99999383
 TU0571!UTM  04      -   0.99999516  x   0.99967336  =   0.99966852
 TU0571
 TU0571                          SUPERSEDED SURVEY CONTROL
 TU0571
 TU0571  NAD 83(1986)-  21 33 32.96910(N)    158 15 20.89507(W) AD(       ) 2
 TU0571  OLD HI      -  21 33 44.37730(N)    158 15 30.80045(W) AD(       ) 2
 TU0571
 TU0571.Superseded values are not recommended for survey control.
 TU0571.NGS no longer adjusts projects to the OLD HI datum.
 TU0571.See file dsdata.txt to determine how the superseded data were derived.
 TU0571
 TU0571_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7705484219(NAD 83)
 TU0571_MARKER: DD = SURVEY DISK
 TU0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0571_STAMPING: 8-2 1969
 TU0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0571+STABILITY: SURFACE MOTION
 TU0571
 TU0571  HISTORY     - Date     Condition        Report By
 TU0571  HISTORY     - 1969     MONUMENTED       HIGS
 TU0571  HISTORY     - 1969     GOOD             NGS
 TU0571
 TU0571                          STATION DESCRIPTION
 TU0571
 TU0571'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0571'10.85 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST
 TU0571'OFFICE AT WAIANAE, AT A SUMMIT, AT A CUT ALONG THE SOUTHWEST
 TU0571'SIDE OF THE HIGHWAY, 31.0 FEET SOUTHWEST OF THE CENTER LINE OF
 TU0571'THE HIGHWAY (SLOPE MEASUREMENT), 56.7 FEET SOUTH AND ACROSS THE
 TU0571'HIGHWAY FROM A 3-INCH IRON PIPE PROJECTING ABOUT 6 FEET ABOVE THE
 TU0571'GROUND, 144.0 FEET NORTHWEST OF A BROKEN CONCRETE AND ROCK HEAD
 TU0571'WALL UNDER AN ABANDONED RAILROAD BED, AT THE SOUTHEAST END OF A
 TU0571'CUT, ABOUT 15 FEET HIGHER THAN THE HIGHWAY, ABOUT 50 FEET
 TU0571'HIGHER THAN THE OCEAN, AND SET IN THE TOP OF A CONCRETE POST
 TU0571'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TU0571
 TU0571                          STATION RECOVERY (1969)
 TU0571
 TU0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0571'10.85 MI NW FROM WAIANAE.
 TU0571'10.85 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0571'WAIANAE, AT A SUMMIT, AT A CUT ALONG THE SOUTHWEST SIDE OF THE
 TU0571'HIGHWAY, 31.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY (SLOPE
 TU0571'MEASUREMENT), 56.7 FEET SOUTH AND ACROSS THE HIGHWAY FROM A 3-INCH
 TU0571'IRON PIPE PROJECTING ABOUT 6 FEET ABOVE THE GROUND, 144.0 FEET
 TU0571'NORTHWEST OF A BROKEN CONCRETE AND ROCK HEAD WALL UNDER AN ABANDONED
 TU0571'RAILROAD BED, AT THE SOUTHEAST END OF A CUT, ABOUT 15 FEET HIGHER THAN
 TU0571'THE HIGHWAY, ABOUT 50 FEET HIGHER THAN THE OCEAN, AND SET IN THE TOP
 TU0571'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0573 ***********************************************************************
 TU0573  DESIGNATION -  8 3
 TU0573  PID         -  TU0573
 TU0573  STATE/COUNTY-  HI/HONOLULU
 TU0573  USGS QUAD   -  KAENA (1983)
 TU0573
 TU0573                         *CURRENT SURVEY CONTROL
 TU0573  ___________________________________________________________________
 TU0573* NAD 83(1993)-  21 32 44.60503(N)    158 14 24.47625(W)     ADJUSTED  
 TU0573* LOCAL TIDAL -         8.238  (meters)      27.03   (feet)  ADJ UNCH  
 TU0573  ___________________________________________________________________
 TU0573  EPOCH DATE  -        1993.62
 TU0573  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 TU0573  GEOID HEIGHT-          14.84  (meters)                     GEOID03
 TU0573
 TU0573  HORZ ORDER  -  SECOND
 TU0573  VERT ORDER  -  FIRST     CLASS II
 TU0573
 TU0573.The horizontal coordinates were established by classical geodetic methods
 TU0573.and adjusted by the National Geodetic Survey in December 1998..
 TU0573.The horizontal coordinates are valid at the epoch date displayed above.
 TU0573.The epoch date for horizontal control is a decimal equivalence
 TU0573.of Year/Month/Day.
 TU0573
 TU0573.The orthometric height was key entered from printed documents
 TU0573.and not key verified.
 TU0573
 TU0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0573
 TU0573.The geoid height was determined by GEOID03.
 TU0573
 TU0573;                    North         East     Units Scale Factor Converg.
 TU0573;SPC HI 3     -    41,988.550   475,125.421   MT  0.99999764   -0 05 17.5
 TU0573;UTM  04      - 2,382,737.934   578,683.228   MT  0.99967650   +0 16 44.7
 TU0573
 TU0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0573!SPC HI 3     -   0.99999637  x   0.99999764  =   0.99999401
 TU0573!UTM  04      -   0.99999637  x   0.99967650  =   0.99967287
 TU0573
 TU0573                          SUPERSEDED SURVEY CONTROL
 TU0573
 TU0573  NAD 83(1986)-  21 32 44.55432(N)    158 14 24.48917(W) AD(       ) 2
 TU0573  OLD HI      -  21 32 55.96089(N)    158 14 34.39337(W) AD(       ) 2
 TU0573
 TU0573.Superseded values are not recommended for survey control.
 TU0573.NGS no longer adjusts projects to the OLD HI datum.
 TU0573.See file dsdata.txt to determine how the superseded data were derived.
 TU0573
 TU0573_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7868382738(NAD 83)
 TU0573_MARKER: DD = SURVEY DISK
 TU0573_SETTING: 66 = SET IN ROCK OUTCROP
 TU0573_SP_SET: LAVA ROCK
 TU0573_STAMPING: 8-3 1969
 TU0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0573+STABILITY: POSITION/ELEVATION WELL
 TU0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0573+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 TU0573
 TU0573  HISTORY     - Date     Condition        Report By
 TU0573  HISTORY     - 1969     MONUMENTED       HIGS
 TU0573  HISTORY     - 1969     GOOD             NGS
 TU0573  HISTORY     - 1972     GOOD             NGS
 TU0573  HISTORY     - 20031103 GOOD             TERRSV
 TU0573
 TU0573                          STATION DESCRIPTION
 TU0573
 TU0573'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0573'9.35 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST
 TU0573'OFFICE AT WAIANAE, AT THE CROSSING OF A POWER LINE, 0.05 MILE
 TU0573'SOUTHEAST OF THE JUNCTION OF A PAVED ROAD NORTHEAST TO KAENA
 TU0573'P. T. TRACKING STATION, AT THE SOUTHEAST END OF A TURNOUT, IN
 TU0573'THE TOP OF A LAVA ROCK PROJECTING 0.3 FOOT ABOVE THE GROUND WHICH
 TU0573'IS AT THE NORTHWEST END OF A CUT, 22.7 FEET SOUTHWEST OF THE
 TU0573'CENTER LINE OF THE HIGHWAY, 16.0 FEET NORTH OF POWER POLE 244,
 TU0573'15 FEET NORTHEAST OF THE SOUTHWEST LEDGE OF A CLIFF, ABOUT LEVEL
 TU0573'WITH THE HIGHWAY AND 25 FEET HIGHER THAN THE OCEAN.
 TU0573
 TU0573                          STATION RECOVERY (1969)
 TU0573
 TU0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0573'9.35 MI NW FROM WAIANAE.
 TU0573'9.35 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0573'WAIANAE, AT THE CROSSING OF A POWER LINE, 0.05 MILE SOUTHEAST OF THE
 TU0573'JUNCTION OF A PAVED ROAD NORTHEAST TO KAENA P. T. TRACKING STATION, AT
 TU0573'THE SOUTHEAST END OF A TURNOUT, IN THE TOP OF A LAVA ROCK PROJECTING
 TU0573'0.3 FOOT ABOVE THE GROUND WHICH IS AT THE NORTHWEST END OF A CUT, 22.7
 TU0573'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.0 FEET NORTH OF
 TU0573'POWER POLE 244, 15 FEET NORTHEAST OF THE SOUTHWEST LEDGE OF A CLIFF,
 TU0573'ABOUT LEVEL WITH THE HIGHWAY AND 25 FEET HIGHER THAN THE OCEAN.
 TU0573
 TU0573                          STATION RECOVERY (1972)
 TU0573
 TU0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 TU0573'RECOVERED IN GOOD CONDITION.
 TU0573
 TU0573                          STATION RECOVERY (2003)
 TU0573
 TU0573'RECOVERY NOTE BY TERRA SURV 2003 (JVH)
 TU0573'RECOVERED AS DESCRIBED. THE MARK IS LOCATED BEHIND A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0605 ***********************************************************************
 TU0605  DESIGNATION -  8 4
 TU0605  PID         -  TU0605
 TU0605  STATE/COUNTY-  HI/HONOLULU
 TU0605  USGS QUAD   -  WAIANAE (1983)
 TU0605
 TU0605                         *CURRENT SURVEY CONTROL
 TU0605  ___________________________________________________________________
 TU0605* NAD 83(1993)-  21 26 26.99755(N)    158 11 26.58814(W)     ADJUSTED  
 TU0605* LOCAL TIDAL -         3.499  (meters)      11.48   (feet)  ADJ UNCH  
 TU0605  ___________________________________________________________________
 TU0605  EPOCH DATE  -        1993.62
 TU0605  LAPLACE CORR-           8.85  (seconds)                    DEFLEC99
 TU0605  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0605
 TU0605  HORZ ORDER  -  SECOND
 TU0605  VERT ORDER  -  FIRST     CLASS II
 TU0605
 TU0605.The horizontal coordinates were established by classical geodetic methods
 TU0605.and adjusted by the National Geodetic Survey in December 1998..
 TU0605.The horizontal coordinates are valid at the epoch date displayed above.
 TU0605.The epoch date for horizontal control is a decimal equivalence
 TU0605.of Year/Month/Day.
 TU0605
 TU0605.The orthometric height was key entered from printed documents
 TU0605.and not key verified.
 TU0605
 TU0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0605
 TU0605.The geoid height was determined by GEOID03.
 TU0605
 TU0605;                    North         East     Units Scale Factor Converg.
 TU0605;SPC HI 3     -    30,367.656   480,229.854   MT  0.99999483   -0 04 11.0
 TU0605;UTM  04      - 2,371,153.566   583,860.243   MT  0.99968690   +0 17 45.0
 TU0605
 TU0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0605!SPC HI 3     -   0.99999704  x   0.99999483  =   0.99999187
 TU0605!UTM  04      -   0.99999704  x   0.99968690  =   0.99968394
 TU0605
 TU0605|---------------------------------------------------------------------|
 TU0605| PID    Reference Object                     Distance      Geod. Az  |
 TU0605|                                                           dddmmss.s |
 TU0605| TU1738 POKAI                               145.623 METERS 08951     |
 TU0605| TU1708 PUU O HULU MAKAI RESET              APPROX. 4.9 KM 1535728.6 |
 TU0605|---------------------------------------------------------------------|
 TU0605
 TU0605                          SUPERSEDED SURVEY CONTROL
 TU0605
 TU0605  NAD 83(1986)-  21 26 26.94547(N)    158 11 26.60086(W) AD(       ) 2
 TU0605  OLD HI      -  21 26 38.33776(N)    158 11 36.49627(W) AD(       ) 2
 TU0605
 TU0605.Superseded values are not recommended for survey control.
 TU0605.NGS no longer adjusts projects to the OLD HI datum.
 TU0605.See file dsdata.txt to determine how the superseded data were derived.
 TU0605
 TU0605_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8386071154(NAD 83)
 TU0605_MARKER: DD = SURVEY DISK
 TU0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0605_SP_SET: WALKWAY
 TU0605_STAMPING: 8-4 1969
 TU0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0605
 TU0605  HISTORY     - Date     Condition        Report By
 TU0605  HISTORY     - 1969     MONUMENTED       CGS
 TU0605  HISTORY     - 1969     GOOD             NGS
 TU0605  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0605
 TU0605                          STATION DESCRIPTION
 TU0605
 TU0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0605'STATION IS LOCATED IN WAIANAE DISTRICT, IN COUNTY PARK AT THE
 TU0605'SOUTH END OF POKAI BAY.  TO REACH STATION FROM INTERSECTION OF
 TU0605'FARRINGTON HIGHWAY AND WAIANAE VALLEY ROAD, GO SOUTHWEST OR
 TU0605'SEAWARD ALONG WAIANAE VALLEY ROAD FOR ABOUT 500 FEET, TURN LEFT
 TU0605'INTO POKAI BAY STREET FOR 50 FEET AND RIGHT INTO POKAI BEACH
 TU0605'PARK.  GO ALONG PARK ROAD LEADING TO BREAKWATER TO STATION ON
 TU0605'SEAWARD SIDE OF A.C. WALKWAY JUST BEYOND ENTRANCE TO
 TU0605'BREAKWATER.
 TU0605'
 TU0605'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-4 1969
 TU0605'IN CONCRETE MONUMENT FLUSH WITH GROUND.  TIES FROM STATION
 TU0605'ARE--NE 12.0 FEET TO CHAIN POST.  E 49.0 FEET TO STREET LIGHT.  SE
 TU0605'12.0 FEET TO CHAIN POST AND S. 13.8 TO DRINKING WATER FOUNTAIN.
 TU0605'
 TU0605'SUB-SURFACE MARK IS IDENTICAL WITH STATION MARK, IN CONCRETE
 TU0605'MONUMENT 2.3 FEET BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU0605'MONUMENT BY A LAYER OF SAND.
 TU0605'
 TU0605'GEODIMETER CONNECTION WAS MADE BETWEEN LAHILAHI AND STATE SURVEY
 TU0605'8-4.  GEODIMETER CONNECTION WAS MADE BETWEEN PUU O HULU MAKAI AND
 TU0605'STATE SURVEY 8-4.  THIS STATION IS ALSO BENCH MARK 8-4(SS) OF THE
 TU0605'1969 FIRST ORDER LEVELS
 TU0605
 TU0605                          STATION RECOVERY (1969)
 TU0605
 TU0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0605'IN WAIANAE.
 TU0605'AT WAIANAE, 0.15 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE POST
 TU0605'OFFICE, THENCE 0.1 MILE WEST ALONG WAIANAE VALLEY ROAD, AT A POINT IN
 TU0605'LINE WITH THE EXTENDED CENTER LINE OF A PARK ROAD, ALONG THE SOUTHWEST
 TU0605'SIDE OF AN ASPHALT WALKWAY, 11.6 FEET SOUTH OF THE NORTHWEST IRON POST
 TU0605'FOR A CHAIN ACROSS THE ROAD, 12.0 FEET WEST OF THE SOUTHEAST IRON POST
 TU0605'FOR A CHAIN ACROSS THE ROAD, 12.9 FEET NORTH OF THE NORTHWEST SIDE OF
 TU0605'A DRINKING FOUNTAIN, 54.0 FEET SOUTHWEST OF THE EXTENDED CENTER LINE
 TU0605'OF THE SOUTHEAST END OF THE BREAKWATER.
 TU0605
 TU0605                          STATION RECOVERY (2006)
 TU0605
 TU0605'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0605'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0610 ***********************************************************************
 TU0610  DESIGNATION -  8 7
 TU0610  PID         -  TU0610
 TU0610  STATE/COUNTY-  HI/HONOLULU
 TU0610  USGS QUAD   -  WAIANAE (1983)
 TU0610
 TU0610                         *CURRENT SURVEY CONTROL
 TU0610  ___________________________________________________________________
 TU0610* NAD 83(1993)-  21 24 55.50727(N)    158 10 36.67477(W)     ADJUSTED  
 TU0610* LOCAL TIDAL -         3.852  (meters)      12.64   (feet)  ADJ UNCH  
 TU0610  ___________________________________________________________________
 TU0610  EPOCH DATE  -        1993.62
 TU0610  LAPLACE CORR-           8.29  (seconds)                    DEFLEC99
 TU0610  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0610
 TU0610  HORZ ORDER  -  SECOND
 TU0610  VERT ORDER  -  FIRST     CLASS II
 TU0610
 TU0610.The horizontal coordinates were established by classical geodetic methods
 TU0610.and adjusted by the National Geodetic Survey in December 1998..
 TU0610.The horizontal coordinates are valid at the epoch date displayed above.
 TU0610.The epoch date for horizontal control is a decimal equivalence
 TU0610.of Year/Month/Day.
 TU0610
 TU0610.The orthometric height was key entered from printed documents
 TU0610.and not key verified.
 TU0610
 TU0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0610
 TU0610.The geoid height was determined by GEOID03.
 TU0610
 TU0610;                    North         East     Units Scale Factor Converg.
 TU0610;SPC HI 3     -    27,552.088   481,663.928   MT  0.99999415   -0 03 52.5
 TU0610;UTM  04      - 2,368,348.058   585,311.797   MT  0.99968993   +0 18 02.1
 TU0610
 TU0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0610!SPC HI 3     -   0.99999698  x   0.99999415  =   0.99999113
 TU0610!UTM  04      -   0.99999698  x   0.99968993  =   0.99968692
 TU0610
 TU0610                          SUPERSEDED SURVEY CONTROL
 TU0610
 TU0610  NAD 83(1986)-  21 24 55.45510(N)    158 10 36.68727(W) AD(       ) 2
 TU0610  OLD HI      -  21 25 06.84351(N)    158 10 46.57988(W) AD(       ) 2
 TU0610
 TU0610.Superseded values are not recommended for survey control.
 TU0610.NGS no longer adjusts projects to the OLD HI datum.
 TU0610.See file dsdata.txt to determine how the superseded data were derived.
 TU0610
 TU0610_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8531268348(NAD 83)
 TU0610_MARKER: DD = SURVEY DISK
 TU0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0610_STAMPING: 8-7 1969
 TU0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0610+STABILITY: SURFACE MOTION
 TU0610
 TU0610  HISTORY     - Date     Condition        Report By
 TU0610  HISTORY     - 1969     MONUMENTED       HIGS
 TU0610  HISTORY     - 1969     GOOD             NGS
 TU0610  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0610
 TU0610                          STATION DESCRIPTION
 TU0610
 TU0610'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0610'2.0 MILES SOUTH ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0610'WAIANAE, AT THE JUNCTION OF ST. JOHNS ROAD, AT A POINT IN LINE
 TU0610'WITH THE EXTENDED CENTER LINE OF THE ROAD, 14.9 FEET WEST OF THE
 TU0610'CENTER LINE OF THE HIGHWAY, 3.9 FEET WEST OF THE WEST EDGE OF THE
 TU0610'HIGHWAY PAVEMENT, 34.4 FEET SOUTHEAST OF TELEPHONE POLE 561, 32.6
 TU0610'FEET NORTHEAST OF A BROWN (ARMY TYPE) TELEPHONE BOX MARKED C
 TU0610'2196-T3 C 2196-Z1, 159 FEET SOUTH OF FIRE HYDRANT NO. L1517,
 TU0610'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0610
 TU0610                          STATION RECOVERY (1969)
 TU0610
 TU0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0610'2.0 MI S FROM WAIANAE.
 TU0610'2.0 MILES SOUTH ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0610'WAIANAE, AT THE JUNCTION OF ST. JOHNS ROAD, AT A POINT IN LINE WITH
 TU0610'THE EXTENDED CENTER LINE OF THE ROAD, 14.9 FEET WEST OF THE CENTER
 TU0610'LINE OF THE HIGHWAY, 3.9 FEET WEST OF THE WEST EDGE OF THE HIGHWAY
 TU0610'PAVEMENT, 34.4 FEET SOUTHEAST OF TELEPHONE POLE 561, 32.6 FEET
 TU0610'NORTHEAST OF A BROWN (ARMY TYPE) TELEPHONE BOX MARKED C 2196-T3 C
 TU0610'2196-Z1, 159 FEET SOUTH OF FIRE HYDRANT NO. L1517, AND SET IN THE TOP
 TU0610'OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0610
 TU0610                          STATION RECOVERY (2006)
 TU0610
 TU0610'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0610'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0611 ***********************************************************************
 TU0611  DESIGNATION -  8 7 A
 TU0611  PID         -  TU0611
 TU0611  STATE/COUNTY-  HI/HONOLULU
 TU0611  USGS QUAD   -  WAIANAE (1983)
 TU0611
 TU0611                         *CURRENT SURVEY CONTROL
 TU0611  ___________________________________________________________________
 TU0611* NAD 83(1993)-  21 24 46.29899(N)    158 10 35.06078(W)     ADJUSTED  
 TU0611* LOCAL TIDAL -         3.754  (meters)      12.32   (feet)  ADJ UNCH  
 TU0611  ___________________________________________________________________
 TU0611  EPOCH DATE  -        1993.62
 TU0611  LAPLACE CORR-           8.34  (seconds)                    DEFLEC99
 TU0611  GEOID HEIGHT-          15.32  (meters)                     GEOID03
 TU0611
 TU0611  HORZ ORDER  -  SECOND
 TU0611  VERT ORDER  -  FIRST     CLASS II
 TU0611
 TU0611.The horizontal coordinates were established by classical geodetic methods
 TU0611.and adjusted by the National Geodetic Survey in December 1998..
 TU0611.The horizontal coordinates are valid at the epoch date displayed above.
 TU0611.The epoch date for horizontal control is a decimal equivalence
 TU0611.of Year/Month/Day.
 TU0611
 TU0611.The orthometric height was key entered from printed documents
 TU0611.and not key verified.
 TU0611
 TU0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0611
 TU0611.The geoid height was determined by GEOID03.
 TU0611
 TU0611;                    North         East     Units Scale Factor Converg.
 TU0611;SPC HI 3     -    27,268.825   481,710.092   MT  0.99999413   -0 03 51.9
 TU0611;UTM  04      - 2,368,065.181   585,359.751   MT  0.99969003   +0 18 02.5
 TU0611
 TU0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0611!SPC HI 3     -   0.99999700  x   0.99999413  =   0.99999113
 TU0611!UTM  04      -   0.99999700  x   0.99969003  =   0.99968703
 TU0611
 TU0611:                Primary Azimuth Mark                     Grid Az
 TU0611:SPC HI 3     -  STATE SURVEY 8 7B                        191 22 29.7
 TU0611:UTM  04      -  STATE SURVEY 8 7B                        191 00 35.3
 TU0611
 TU0611|---------------------------------------------------------------------|
 TU0611| PID    Reference Object                     Distance      Geod. Az  |
 TU0611|                                                           dddmmss.s |
 TU0611| TU1732 STATE SURVEY 8 7B                   APPROX. 0.6 KM 1911837.8 |
 TU0611| TU1731 STATE SURVEY 8 4C                   312.738 METERS 34926     |
 TU0611| TU0610 8 7                                 287.001 METERS 35041     |
 TU0611|---------------------------------------------------------------------|
 TU0611
 TU0611                          SUPERSEDED SURVEY CONTROL
 TU0611
 TU0611  NAD 83(1986)-  21 24 46.24683(N)    158 10 35.07326(W) AD(       ) 2
 TU0611  OLD HI      -  21 24 57.63494(N)    158 10 44.96580(W) AD(       ) 2
 TU0611
 TU0611.Superseded values are not recommended for survey control.
 TU0611.NGS no longer adjusts projects to the OLD HI datum.
 TU0611.See file dsdata.txt to determine how the superseded data were derived.
 TU0611
 TU0611_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8536068065(NAD 83)
 TU0611_MARKER: DD = SURVEY DISK
 TU0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0611_STAMPING: 8-7 1969TRAV 87-622
 TU0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0611+STABILITY: SURFACE MOTION
 TU0611
 TU0611  HISTORY     - Date     Condition        Report By
 TU0611  HISTORY     - 1969     MONUMENTED       HIGS
 TU0611  HISTORY     - 1969     GOOD             NGS
 TU0611
 TU0611                          STATION DESCRIPTION
 TU0611
 TU0611'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0611'2.2 MILES SOUTH ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0611'WAIANAE, NEAR HOUSE NO. 87-616, 17.4 FEET EAST OF THE CENTER LINE
 TU0611'OF THE HIGHWAY, 7.8 FEET WEST OF THE SOUTH CORNER OF A CONCRETE
 TU0611'BLOCK WALL, 75.7 FEET NORTH OF TELEPHONE POLE 158, 69.0 FEET
 TU0611'SOUTH OF TELEPHONE POLE 158X, 34 FEET SOUTH OF GUY POLE 504T,
 TU0611'49.7 FEET SOUTH OF THE NORTH CORNER OF THE CONCRETE BLOCK WALL,
 TU0611'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0611
 TU0611                          STATION RECOVERY (1969)
 TU0611
 TU0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0611'2.2 MI S FROM WAIANAE.
 TU0611'2.2 MILES SOUTH ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0611'WAIANAE, NEAR HOUSE NO. 87-616, 17.4 FEET EAST OF THE CENTER LINE OF
 TU0611'THE HIGHWAY, 7.8 FEET WEST OF THE SOUTH CORNER OF A CONCRETE BLOCK
 TU0611'WALL, 75.7 FEET NORTH OF TELEPHONE POLE 158, 69.0 FEET SOUTH OF
 TU0611'TELEPHONE POLE 158X, 34 FEET SOUTH OF GUY POLE 504T, 49.7 FEET SOUTH
 TU0611'OF THE NORTH CORNER OF THE CONCRETE BLOCK WALL, AND SET IN THE TOP OF
 TU0611'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0614 ***********************************************************************
 TU0614  DESIGNATION -  8 8 SS
 TU0614  PID         -  TU0614
 TU0614  STATE/COUNTY-  HI/HONOLULU
 TU0614  USGS QUAD   -  WAIANAE (1983)
 TU0614
 TU0614                         *CURRENT SURVEY CONTROL
 TU0614  ___________________________________________________________________
 TU0614* NAD 83(1993)-  21 23 31.13693(N)    158 09 28.30524(W)     ADJUSTED  
 TU0614* LOCAL TIDAL -         2.706  (meters)       8.88   (feet)  ADJ UNCH  
 TU0614  ___________________________________________________________________
 TU0614  EPOCH DATE  -        1993.62
 TU0614  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 TU0614  GEOID HEIGHT-          15.36  (meters)                     GEOID03
 TU0614
 TU0614  HORZ ORDER  -  SECOND
 TU0614  VERT ORDER  -  FIRST     CLASS II
 TU0614
 TU0614.The horizontal coordinates were established by classical geodetic methods
 TU0614.and adjusted by the National Geodetic Survey in December 1998..
 TU0614.The horizontal coordinates are valid at the epoch date displayed above.
 TU0614.The epoch date for horizontal control is a decimal equivalence
 TU0614.of Year/Month/Day.
 TU0614
 TU0614.The orthometric height was key entered from printed documents
 TU0614.and not key verified.
 TU0614
 TU0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0614
 TU0614.The geoid height was determined by GEOID03.
 TU0614
 TU0614;                    North         East     Units Scale Factor Converg.
 TU0614;SPC HI 3     -    24,955.096   483,630.348   MT  0.99999331   -0 03 27.3
 TU0614;UTM  04      - 2,365,764.423   587,294.121   MT  0.99969416   +0 18 25.9
 TU0614
 TU0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0614!SPC HI 3     -   0.99999716  x   0.99999331  =   0.99999047
 TU0614!UTM  04      -   0.99999716  x   0.99969416  =   0.99969132
 TU0614
 TU0614|---------------------------------------------------------------------|
 TU0614| PID    Reference Object                     Distance      Geod. Az  |
 TU0614|                                                           dddmmss.s |
 TU0614| TU1723 100+23.38                            87.963 METERS 06356     |
 TU0614| TU1681 KAHE RESET                          APPROX. 5.4 KM 1450201.1 |
 TU0614|---------------------------------------------------------------------|
 TU0614
 TU0614                          SUPERSEDED SURVEY CONTROL
 TU0614
 TU0614  NAD 83(1986)-  21 23 31.08483(N)    158 09 28.31745(W) AD(       ) 2
 TU0614  OLD HI      -  21 23 42.47059(N)    158 09 38.20815(W) AD(       ) 2
 TU0614
 TU0614.Superseded values are not recommended for survey control.
 TU0614.NGS no longer adjusts projects to the OLD HI datum.
 TU0614.See file dsdata.txt to determine how the superseded data were derived.
 TU0614
 TU0614_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8729465764(NAD 83)
 TU0614_MARKER: DD = SURVEY DISK
 TU0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0614_SP_SET: BRIDGE
 TU0614_STAMPING: 8-8 1969
 TU0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0614
 TU0614  HISTORY     - Date     Condition        Report By
 TU0614  HISTORY     - 1969     MONUMENTED       HIGS
 TU0614  HISTORY     - 1969     GOOD             NGS
 TU0614  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0614
 TU0614                          STATION DESCRIPTION
 TU0614
 TU0614'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0614'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0614'NANAKULI, IN THE TOP AND 8.0 FEET NORTHEAST OF THE SOUTHWEST END
 TU0614'OF THE NORTHWEST CONCRETE RETAINING WALL FOR A DRAIN OF THE
 TU0614'ULEHAWA STREAM, 234.5 FEET SOUTHWEST OF THE NORTHWEST END OF THE
 TU0614'SOUTHWEST CONCRETE RAILING FOR BRIDGE OVER ULEHAWA STREAM, 251.4
 TU0614'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET
 TU0614'SOUTHEAST OF THE RAISED PORTION OF THE WALL, 2.2 FEET SOUTHWEST OF
 TU0614'THE SOUTHWEST END OF A METAL DOOR IN THE WALL, 1.9 FEET
 TU0614'NORTHWEST OF THE SOUTHEAST EDGE OF THE WALL, AND ABOUT LEVEL
 TU0614'WITH THE HIGHWAY.
 TU0614
 TU0614                          STATION RECOVERY (1969)
 TU0614
 TU0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0614'0.7 MI NW FROM NANAKULI.
 TU0614'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0614'NANAKULI, IN THE TOP AND 8.0 FEET NORTHEAST OF THE SOUTHWEST END OF
 TU0614'THE NORTHWEST CONCRETE RETAINING WALL FOR A DRAIN OF THE ULEHAWA
 TU0614'STREAM, 234.5 FEET SOUTHWEST OF THE NORTHWEST END OF THE SOUTHWEST
 TU0614'CONCRETE RAILING FOR BRIDGE OVER ULEHAWA STREAM, 251.4 FEET SOUTHWEST
 TU0614'OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET SOUTHEAST OF THE RAISED
 TU0614'PORTION OF THE WALL, 2.2 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 TU0614'METAL DOOR IN THE WALL, 1.9 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 TU0614'THE WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 TU0614
 TU0614                          STATION RECOVERY (2006)
 TU0614
 TU0614'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0614'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0617 ***********************************************************************
 TU0617  DESIGNATION -  8 9
 TU0617  PID         -  TU0617
 TU0617  STATE/COUNTY-  HI/HONOLULU
 TU0617  USGS QUAD   -  EWA (1983)
 TU0617
 TU0617                         *CURRENT SURVEY CONTROL
 TU0617  ___________________________________________________________________
 TU0617* NAD 83(1993)-  21 22 09.96363(N)    158 08 14.77667(W)     ADJUSTED  
 TU0617* LOCAL TIDAL -         3.707  (meters)      12.16   (feet)  ADJ UNCH  
 TU0617  ___________________________________________________________________
 TU0617  EPOCH DATE  -        1993.62
 TU0617  LAPLACE CORR-           7.07  (seconds)                    DEFLEC99
 TU0617  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU0617
 TU0617  HORZ ORDER  -  SECOND
 TU0617  VERT ORDER  -  FIRST     CLASS II
 TU0617
 TU0617.The horizontal coordinates were established by classical geodetic methods
 TU0617.and adjusted by the National Geodetic Survey in December 1998..
 TU0617.The horizontal coordinates are valid at the epoch date displayed above.
 TU0617.The epoch date for horizontal control is a decimal equivalence
 TU0617.of Year/Month/Day.
 TU0617
 TU0617.The orthometric height was key entered from printed documents
 TU0617.and not key verified.
 TU0617
 TU0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0617
 TU0617.The geoid height was determined by GEOID03.
 TU0617
 TU0617;                    North         East     Units Scale Factor Converg.
 TU0617;SPC HI 3     -    22,456.549   485,746.109   MT  0.99999251   -0 03 00.3
 TU0617;UTM  04      - 2,363,280.127   589,425.106   MT  0.99969882   +0 18 51.6
 TU0617
 TU0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0617!SPC HI 3     -   0.99999700  x   0.99999251  =   0.99998951
 TU0617!UTM  04      -   0.99999700  x   0.99969882  =   0.99969583
 TU0617
 TU0617|---------------------------------------------------------------------|
 TU0617| PID    Reference Object                     Distance      Geod. Az  |
 TU0617|                                                           dddmmss.s |
 TU0617| TU1683 STATE SURVEY 8 9A HARRIET           164.522 METERS 07841     |
 TU0617| TU1682 STATE SURVEY 8 9B HILL REF 2        307.029 METERS 13318     |
 TU0617| TU1681 KAHE RESET                          APPROX. 2.2 KM 1530300.1 |
 TU0617|---------------------------------------------------------------------|
 TU0617
 TU0617                          SUPERSEDED SURVEY CONTROL
 TU0617
 TU0617  NAD 83(1986)-  21 22 09.91183(N)    158 08 14.78835(W) AD(       ) 2
 TU0617  OLD HI      -  21 22 21.29415(N)    158 08 24.67683(W) AD(       ) 2
 TU0617
 TU0617.Superseded values are not recommended for survey control.
 TU0617.NGS no longer adjusts projects to the OLD HI datum.
 TU0617.See file dsdata.txt to determine how the superseded data were derived.
 TU0617
 TU0617_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8942563280(NAD 83)
 TU0617_MARKER: DD = SURVEY DISK
 TU0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0617_STAMPING: 8-9 1969
 TU0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0617+STABILITY: SURFACE MOTION
 TU0617
 TU0617  HISTORY     - Date     Condition        Report By
 TU0617  HISTORY     - 1969     MONUMENTED       CGS
 TU0617  HISTORY     - 1969     GOOD             NGS
 TU0617
 TU0617                          STATION DESCRIPTION
 TU0617
 TU0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0617'STATION IS LOCATED IN NANAKULI, JUST NORTHERLY OF EWA-WAIANAE
 TU0617'DISTRICT BOUNDARY, IN THE KOKIO BEACH PARK ABOUT 100 FT. MAKAI
 TU0617'OF FARRINGTON HIGHWAY AT MAKAI END OF PARKING LOT.  STATION
 TU0617'IS ON MAKAI EDGE OF ASPHALTIC-CONCRETE WALKWAY ABOUT 300 FT. FROM
 TU0617'PARKING LOT NEAR FOUR KIAWE TREES.
 TU0617'
 TU0617'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-9 1969 IN
 TU0617'CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.  TIES FROM STATION
 TU0617'ARE--SW 45 FT. + OR - TO OLD CONCRETE BUNKER.  N 34.5 FT. TO
 TU0617'KIAWE TREE.  NE 3 FT. TO NAIL IN WALKWAY.  SE 3 FT. TO NAIL
 TU0617'IN WALKWAY.
 TU0617'
 TU0617'SUB-SURFACE MARK IS IDENTICAL WITH STATION, CEMENTED IN CORAL
 TU0617'2.6 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP MONUMENT BY A
 TU0617'LAYER OF SAND.
 TU0617'
 TU0617'GEODIMETER CONNECTION WAS MADE BETWEEN KAHE AND STATE SURVEY 8-9.
 TU0617'
 TU0617'THIS STATION IS ALSO BENCH MARK 8-9 (SS) OF THE 1969 FIRST
 TU0617'ORDER LEVELS.
 TU0617
 TU0617                          STATION RECOVERY (1969)
 TU0617
 TU0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0617'1.6 MI SE FROM NANAKULI.
 TU0617'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0617'NANAKULI, ALONG THE SOUTHWEST SIDE OF KOKIO PARK, 200 FEET SOUTHWEST
 TU0617'OF THE SOUTHWEST SIDE OF A GREENHOUSE, 0.5 FOOT SOUTHWEST OF THE
 TU0617'SOUTHWEST EDGE OF AN ASPHALT WALKWAY, 17.4 FEET NORTHWEST OF A 10-INCH
 TU0617'TREE, 17.7 FEET NORTHEAST OF A 12-INCH TREE, 27.7 FEET EAST OF A
 TU0617'12-INCH TREE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TU0617'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3179 ***********************************************************************
 TU3179  DESIGNATION -  855
 TU3179  PID         -  TU3179
 TU3179  STATE/COUNTY-  HI/MAUI
 TU3179  USGS QUAD   -  
 TU3179
 TU3179                         *CURRENT SURVEY CONTROL
 TU3179  ___________________________________________________________________
 TU3179* NAD 83(1993)-  20 32 28.67256(N)    156 38 38.27946(W)     ADJUSTED  
 TU3179* LOCAL TIDAL -       259.0    (meters)     850.     (feet)  VERT ANG  
 TU3179  ___________________________________________________________________
 TU3179  EPOCH DATE  -        1993.62
 TU3179  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 TU3179  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU3179
 TU3179  HORZ ORDER  -  SECOND
 TU3179
 TU3179.The horizontal coordinates were established by classical geodetic methods
 TU3179.and adjusted by the National Geodetic Survey in December 1998..
 TU3179.The horizontal coordinates are valid at the epoch date displayed above.
 TU3179.The epoch date for horizontal control is a decimal equivalence
 TU3179.of Year/Month/Day.
 TU3179
 TU3179.The orthometric height was determined by vertical angle observations.
 TU3179
 TU3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3179
 TU3179.The geoid height was determined by GEOID03.
 TU3179
 TU3179;                    North         East     Units Scale Factor Converg.
 TU3179;SPC HI 2     -    23,023.116   502,367.200   MT  0.99996674   +0 00 28.7
 TU3179;UTM  04      - 2,273,156.075   745,652.575   MT  1.00034585   +0 49 37.6
 TU3179
 TU3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3179!SPC HI 2     -   0.99995684  x   0.99996674  =   0.99992358
 TU3179!UTM  04      -   0.99995684  x   1.00034585  =   1.00030268
 TU3179
 TU3179:                Primary Azimuth Mark                     Grid Az
 TU3179:SPC HI 2     -  COB 2                                    348 14 15.4
 TU3179:UTM  04      -  COB 2                                    347 25 06.5
 TU3179
 TU3179|---------------------------------------------------------------------|
 TU3179| PID    Reference Object                     Distance      Geod. Az  |
 TU3179|                                                           dddmmss.s |
 TU3179| TU3181 COB 2                               APPROX. 0.8 KM 3481444.1 |
 TU3179|---------------------------------------------------------------------|
 TU3179
 TU3179                          SUPERSEDED SURVEY CONTROL
 TU3179
 TU3179  NAD 83(1986)-  20 32 28.65219(N)    156 38 38.26745(W) AD(       ) 2
 TU3179  OLD HI      -  20 32 40.10390(N)    156 38 48.43120(W) AD(       ) 2
 TU3179
 TU3179.Superseded values are not recommended for survey control.
 TU3179.NGS no longer adjusts projects to the OLD HI datum.
 TU3179.See file dsdata.txt to determine how the superseded data were derived.
 TU3179
 TU3179_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4565373156(NAD 83)
 TU3179_MARKER: Z = SEE DESCRIPTION
 TU3179_SETTING: 0 = UNSPECIFIED SETTING
 TU3179
 TU3179  HISTORY     - Date     Condition        Report By
 TU3179  HISTORY     - 1963     MONUMENTED       USGS
 TU3179
 TU3179                          STATION DESCRIPTION
 TU3179
 TU3179'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (HJS)
 TU3179'STATION IS 1.7 MILES SE OF MAKAALAE POINT, 3.8 MILES ENE OF
 TU3179'KEALAIKAHIKI POINT, 3 MILES NW OF PUUKOAE ISLAND, LOCATED ON W
 TU3179'RIM OF KAELIALALO CRATER NEAR EDGE OF KEAWE BRUSH AT ABOUT 855
 TU3179'FT ELEVATION, ABOUT 300 YARDS N OF RED DIRT BOMBING RANGE AND
 TU3179'300 YARDS W OF LARGE WATER HOLE IN CRATER.
 TU3179'
 TU3179'TO REACH FROM SMUGGLER COVE, FOLLOW ROUGH CATERPILLAR ROAD
 TU3179'STARTING AT SE END OF SANDY BEACH FOR ABOUT 4 MILES IN NE DIRECTION
 TU3179'TO RED DIRT BOMBING RANGE.  CROSS BOMBING AREA, THEN PROCEED N
 TU3179'TO TOP OF BRUSHY HILL.
 TU3179'
 TU3179'STATION MARK IS USGS BRONZE DISK, STAMPED HAWAII 855, CEMENTED
 TU3179'IN DRILL HOLE OF BROWN ROCK OUTCROP ABOUT 8 FT IN DIAMETER,
 TU3179'PROJECTING 3 FT ABOVE GROUND.
 TU3179'
 TU3179'NO REFERENCE MARKS.  STATION COB 2 WILL SERVE AS AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0032 ***********************************************************************
 TU0032  DESIGNATION -  8.82
 TU0032  PID         -  TU0032
 TU0032  STATE/COUNTY-  HI/HAWAII
 TU0032  USGS QUAD   -  HILO (1995)
 TU0032
 TU0032                         *CURRENT SURVEY CONTROL
 TU0032  ___________________________________________________________________
 TU0032* NAD 83(1986)-  19 43 36.     (N)    155 05 10.     (W)     SCALED    
 TU0032* LOCAL TIDAL -         2.705  (meters)       8.87   (feet)  ADJ UNCH  
 TU0032  ___________________________________________________________________
 TU0032  GEOID HEIGHT-          18.38  (meters)                     GEOID03
 TU0032
 TU0032  VERT ORDER  -  FIRST     CLASS I
 TU0032
 TU0032.The horizontal coordinates were scaled from a topographic map and have
 TU0032.an estimated accuracy of +/- 6 seconds.
 TU0032
 TU0032.The orthometric height was key entered from printed documents
 TU0032.and not key verified.
 TU0032
 TU0032.The geoid height was determined by GEOID03.
 TU0032
 TU0032;                    North         East    Units  Estimated Accuracy
 TU0032;SPC HI 1     -    98,940.      543,390.      MT  (+/- 180 meters Scaled)
 TU0032
 TU0032                          SUPERSEDED SURVEY CONTROL
 TU0032
 TU0032.No superseded survey control is available for this station.
 TU0032
 TU0032_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB813825(NAD 83)
 TU0032_MARKER: DD = SURVEY DISK
 TU0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0032_SP_SET: FOUNDATION
 TU0032_STAMPING: 8.82 1910
 TU0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0032
 TU0032  HISTORY     - Date     Condition        Report By
 TU0032  HISTORY     - 1910     MONUMENTED       USGS
 TU0032  HISTORY     - 1975     GOOD             NGS
 TU0032
 TU0032                          STATION DESCRIPTION
 TU0032
 TU0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0032'IN HILO.
 TU0032'0.20 MILE NORTHEAST ALONG WAIANUENUE AVENUE FROM THE POST OFFICE IN
 TU0032'HILO, ACROSS BAYFRONT HWY. (STATE HWY. 19) TO THE LIGHTHOUSE.  97.0
 TU0032'FEET NORTHEAST OF THE CENTERLINE OF STATE HWY. 19.  42.0 FEET
 TU0032'SOUTHEAST OF THE EXTENDED CENTERLINE OF WAIANUENUE AVENUE.  2.0 FEET
 TU0032'SOUTHEAST OF THE SOUTH CORNER OF THE LIGHTHOUSE.  SET IN THE TOP OF
 TU0032'THE CONCRETE FOUNDATION FOR THE LIGHTHOUSE.  NOTE-- DISK HAS BEEN
 TU0032'BATTERED AND IS HARD TO READ BUT IT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0618 ***********************************************************************
 TU0618  DESIGNATION -  9 1
 TU0618  PID         -  TU0618
 TU0618  STATE/COUNTY-  HI/HONOLULU
 TU0618  USGS QUAD   -  EWA (1983)
 TU0618
 TU0618                         *CURRENT SURVEY CONTROL
 TU0618  ___________________________________________________________________
 TU0618* NAD 83(1993)-  21 21 39.25240(N)    158 07 53.79254(W)     ADJUSTED  
 TU0618* LOCAL TIDAL -         9.092  (meters)      29.83   (feet)  ADJ UNCH  
 TU0618  ___________________________________________________________________
 TU0618  EPOCH DATE  -        1993.62
 TU0618  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 TU0618  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0618
 TU0618  HORZ ORDER  -  SECOND
 TU0618  VERT ORDER  -  FIRST     CLASS II
 TU0618
 TU0618.The horizontal coordinates were established by classical geodetic methods
 TU0618.and adjusted by the National Geodetic Survey in December 1998..
 TU0618.The horizontal coordinates are valid at the epoch date displayed above.
 TU0618.The epoch date for horizontal control is a decimal equivalence
 TU0618.of Year/Month/Day.
 TU0618
 TU0618.The orthometric height was key entered from printed documents
 TU0618.and not key verified.
 TU0618
 TU0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0618
 TU0618.The geoid height was determined by GEOID03.
 TU0618
 TU0618;                    North         East     Units Scale Factor Converg.
 TU0618;SPC HI 3     -    21,511.483   486,349.846   MT  0.99999230   -0 02 52.6
 TU0618;UTM  04      - 2,362,339.195   590,034.662   MT  0.99970017   +0 18 58.8
 TU0618
 TU0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0618!SPC HI 3     -   0.99999616  x   0.99999230  =   0.99998846
 TU0618!UTM  04      -   0.99999616  x   0.99970017  =   0.99969633
 TU0618
 TU0618:                Primary Azimuth Mark                     Grid Az
 TU0618:SPC HI 3     -  KAHE RESET                               158 59 18.4
 TU0618:UTM  04      -  KAHE RESET                               158 37 27.0
 TU0618
 TU0618|---------------------------------------------------------------------|
 TU0618| PID    Reference Object                     Distance      Geod. Az  |
 TU0618|                                                           dddmmss.s |
 TU0618| TU1681 KAHE RESET                          APPROX. 1.1 KM 1585625.8 |
 TU0618|---------------------------------------------------------------------|
 TU0618
 TU0618                          SUPERSEDED SURVEY CONTROL
 TU0618
 TU0618  NAD 83(1986)-  21 21 39.20060(N)    158 07 53.80414(W) AD(       ) 2
 TU0618  OLD HI      -  21 21 50.58159(N)    158 08 03.69171(W) AD(       ) 2
 TU0618
 TU0618.Superseded values are not recommended for survey control.
 TU0618.NGS no longer adjusts projects to the OLD HI datum.
 TU0618.See file dsdata.txt to determine how the superseded data were derived.
 TU0618
 TU0618_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9003562339(NAD 83)
 TU0618_MARKER: DD = SURVEY DISK
 TU0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0618_SP_SET: CURB
 TU0618_STAMPING: 9-1 1969
 TU0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0618
 TU0618  HISTORY     - Date     Condition        Report By
 TU0618  HISTORY     - 1969     MONUMENTED       CGS
 TU0618  HISTORY     - 1969     GOOD             NGS
 TU0618  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0618
 TU0618                          STATION DESCRIPTION
 TU0618
 TU0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0618'STATION IS LOCATED IN HONOULIULI, EWA DISTRICT, ON FARRINGTON
 TU0618'HIGHWAY, BETWEEN KAHE POINT AND THE WAIANAE-EWA DISTRICT
 TU0618'BOUNDARY.  IT IS 1.0 MILE NORTHWEST OF KAHE PARK AND 0.3 MILE
 TU0618'NORTHWEST OF THE HAWAIIAN ELECTRIC COMPANYS KAHE POWER PLANT.
 TU0618'
 TU0618'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 9-1 1969
 TU0618'CEMENTED IN DRILL HOLE IN CONCRETE CURB IN MEDIAL STRIP OF
 TU0618'FARRINGTON HIGHWAY.  IT IS AT NORTH END OF BREAK IN MEDIAL STRIP
 TU0618'AT INTERSECTION WITH ROAD LEADING TO BEACH.  TIES FROM STATION
 TU0618'ARE--SW 79.78 FT. TO CONCRETE POST AT SOUHTWEST SIDE OF
 TU0618'INTERSECTION, NW 4.02 FT. AND N 4-83 FT. RESPECTIVELY TO CROSSES
 TU0618'IN CONCRETE CURB OF MEDIAL STRIP, NE 58.22 FT. TO SOUTHWEST
 TU0618'CORNER OF CONCRETE DRAINAGE CULVERT AND SE 81.6 FT. TO SOUTH
 TU0618'END OF BREAK IN MEDIAL STRIP.
 TU0618'
 TU0618'GEODIMETER CONNECTION WAS MADE BETWEEN KAHE 1875 1927 AND STATE
 TU0618'SURVEY 9-1 1969.
 TU0618'
 TU0618'THIS STATION WAS ALSO USED AS BENCH MARK 9-1 (SS) IN THE 1969 FIRST
 TU0618'ORDER LEVELS.
 TU0618
 TU0618                          STATION RECOVERY (1969)
 TU0618
 TU0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0618'2.3 MI SE FROM NANAKULI.
 TU0618'2.3 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0618'NANAKULI, 0.25 MILE NORTHWEST OF THE JUNCTION OF THE ENTRANCE ROAD TO
 TU0618'THE HAWAIIAN ELECTRIC COMPANY, IN THE SOUTHEAST END OF THE CONCRETE
 TU0618'CURB OF THE HIGHWAY MADIAL, 27.0 FEET SOUTHWEST OF THE CENTER LINE OF
 TU0618'THE NORTHWEST BOUND LANES OF THE HIGHWAY, 21.2 FEET NORTHEAST OF THE
 TU0618'CENTER LINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 81.5 FEET
 TU0618'SOUTHWEST AND ACROSS THE NORTHWEST BOUND LANES FROM THE SOUTHWEST
 TU0618'CORNER OF A U SHAPED CONCRETE HEAD WALL, 7 FEET SOUTHEAST OF AN IRON
 TU0618'POLE BEARING A NO U TURN SIGN, AND ABOUT 1/2 FOOT HIGHER THAN THE
 TU0618'HIGHWAY.
 TU0618
 TU0618                          STATION RECOVERY (2006)
 TU0618
 TU0618'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0618'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0647 ***********************************************************************
 TU0647  DESIGNATION -  9 17
 TU0647  PID         -  TU0647
 TU0647  STATE/COUNTY-  HI/HONOLULU
 TU0647  USGS QUAD   -  WAIPAHU (1983)
 TU0647
 TU0647                         *CURRENT SURVEY CONTROL
 TU0647  ___________________________________________________________________
 TU0647* NAD 83(1993)-  21 26 31.15631(N)    158 00 46.08923(W)     ADJUSTED  
 TU0647* LOCAL TIDAL -       178.974  (meters)     587.18   (feet)  ADJ UNCH  
 TU0647  ___________________________________________________________________
 TU0647  EPOCH DATE  -        1993.62
 TU0647  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TU0647  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU0647
 TU0647  HORZ ORDER  -  SECOND
 TU0647  VERT ORDER  -  FIRST     CLASS II
 TU0647
 TU0647.The horizontal coordinates were established by classical geodetic methods
 TU0647.and adjusted by the National Geodetic Survey in December 1998..
 TU0647.The horizontal coordinates are valid at the epoch date displayed above.
 TU0647.The epoch date for horizontal control is a decimal equivalence
 TU0647.of Year/Month/Day.
 TU0647
 TU0647.The orthometric height was key entered from printed documents
 TU0647.and not key verified.
 TU0647
 TU0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0647
 TU0647.The geoid height was determined by GEOID03.
 TU0647
 TU0647;                    North         East     Units Scale Factor Converg.
 TU0647;SPC HI 3     -    30,483.590   498,672.884   MT  0.99999002   -0 00 16.8
 TU0647;UTM  04      - 2,371,387.104   602,296.914   MT  0.99972931   +0 21 39.3
 TU0647
 TU0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0647!SPC HI 3     -   0.99996939  x   0.99999002  =   0.99995941
 TU0647!UTM  04      -   0.99996939  x   0.99972931  =   0.99969871
 TU0647
 TU0647                          SUPERSEDED SURVEY CONTROL
 TU0647
 TU0647  NAD 83(1986)-  21 26 31.10610(N)    158 00 46.09993(W) AD(       ) 2
 TU0647  OLD HI      -  21 26 42.51080(N)    158 00 55.99062(W) AD(       ) 2
 TU0647
 TU0647.Superseded values are not recommended for survey control.
 TU0647.NGS no longer adjusts projects to the OLD HI datum.
 TU0647.See file dsdata.txt to determine how the superseded data were derived.
 TU0647
 TU0647_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0229771387(NAD 83)
 TU0647_MARKER: DD = SURVEY DISK
 TU0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0647_STAMPING: 9-17 1969
 TU0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0647+STABILITY: SURFACE MOTION
 TU0647
 TU0647  HISTORY     - Date     Condition        Report By
 TU0647  HISTORY     - 1969     MONUMENTED       HIGS
 TU0647  HISTORY     - 1969     GOOD             NGS
 TU0647  HISTORY     - 20030722 POOR             USPSQD
 TU0647
 TU0647                          STATION DESCRIPTION
 TU0647
 TU0647'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0647'0.1 MILE SOUTHEAST ALONG LEHUA STREET FROM THE POST OFFICE AT
 TU0647'WAHIAWA, THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE,
 TU0647'THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 80, THENCE 3.8 MILES
 TU0647'SOUTHEAST ALONG STATE HIGHWAY 99, AT THE Y JUNCTION OF A DIRT
 TU0647'ROAD TO A FIELD, AT THE NORTH END OF A GUARDRAIL, ON THE
 TU0647'OUTSIDE OF A CURVE, 22.1 FEET EAST OF THE CENTER LINE OF THE
 TU0647'NORTH BOUND LANES OF THE HIGHWAY, 10 FEET WEST OF THE WEST
 TU0647'BANK OF AN IRRIGATION DITCH, 16.7 FEET SOUTHWEST OF THE SOUTH
 TU0647'END OF A ROCK RETAINING WALL OF THE DITCH, 5.1 MILES
 TU0647'NORTHWEST OF PEARL CITY, ABOUT LEVEL WITH THE HIGHWAY, AND
 TU0647'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0647
 TU0647                          STATION RECOVERY (1969)
 TU0647
 TU0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0647'4.5 MI SE FROM WAHIAWA.
 TU0647'0.1 MILE SOUTHEAST ALONG LEHUA STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0647'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0647'SOUTH ALONG STATE HIGHWAY 80, THENCE 3.8 MILES SOUTHEAST ALONG STATE
 TU0647'HIGHWAY 99, AT THE Y JUNCTION OF A DIRT ROAD TO A FIELD, AT THE NORTH
 TU0647'END OF A GUARDRAIL, ON THE OUTSIDE OF A CURVE, 22.1 FEET EAST OF THE
 TU0647'CENTER LINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 10 FEET WEST OF
 TU0647'THE WEST BANK OF AN IRRIGATION DITCH, 16.7 FEET SOUTHWEST OF THE SOUTH
 TU0647'END OF A ROCK RETAINING WALL OF THE DITCH, 5.1 MILES NORTHWEST OF
 TU0647'PEARL CITY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 TU0647'CONCRETE POST FLUSH WITH THE GROUND.
 TU0647
 TU0647                          STATION RECOVERY (2003)
 TU0647
 TU0647'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU0647'DISK HAS BEEN REMOVED, HOWEVER, THE CONCRETE POST HAS NOT BEEN DAMAGED
 TU0647'AND A P-K NAIL HAS BEEN DRIVEN ACCURATELY AND FIRMLY INTO THE DRILL
 TU0647'HOLE.  PROBABLY GOOD FOR HORIZONTAL POSITION BUT VERTICAL IS
 TU0647'QUESTIONABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0643 ***********************************************************************
 TU0643  DESIGNATION -  9 18
 TU0643  PID         -  TU0643
 TU0643  STATE/COUNTY-  HI/HONOLULU
 TU0643  USGS QUAD   -  WAIPAHU (1983)
 TU0643
 TU0643                         *CURRENT SURVEY CONTROL
 TU0643  ___________________________________________________________________
 TU0643* NAD 83(1993)-  21 25 14.61275(N)    158 00 23.56078(W)     ADJUSTED  
 TU0643* LOCAL TIDAL -       128.063  (meters)     420.15   (feet)  ADJ UNCH  
 TU0643  ___________________________________________________________________
 TU0643  EPOCH DATE  -        1993.62
 TU0643  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 TU0643  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU0643
 TU0643  HORZ ORDER  -  SECOND
 TU0643  VERT ORDER  -  FIRST     CLASS II
 TU0643
 TU0643.The horizontal coordinates were established by classical geodetic methods
 TU0643.and adjusted by the National Geodetic Survey in December 1998..
 TU0643.The horizontal coordinates are valid at the epoch date displayed above.
 TU0643.The epoch date for horizontal control is a decimal equivalence
 TU0643.of Year/Month/Day.
 TU0643
 TU0643.The orthometric height was key entered from printed documents
 TU0643.and not key verified.
 TU0643
 TU0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0643
 TU0643.The geoid height was determined by GEOID03.
 TU0643
 TU0643;                    North         East     Units Scale Factor Converg.
 TU0643;SPC HI 3     -    28,129.376   499,321.481   MT  0.99999001   -0 00 08.6
 TU0643;UTM  04      - 2,369,037.686   602,960.340   MT  0.99973099   +0 21 46.3
 TU0643
 TU0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0643!SPC HI 3     -   0.99997739  x   0.99999001  =   0.99996740
 TU0643!UTM  04      -   0.99997739  x   0.99973099  =   0.99970839
 TU0643
 TU0643                          SUPERSEDED SURVEY CONTROL
 TU0643
 TU0643  NAD 83(1986)-  21 25 14.56233(N)    158 00 23.57131(W) AD(       ) 2
 TU0643  OLD HI      -  21 25 25.96370(N)    158 00 33.46018(W) AD(       ) 2
 TU0643
 TU0643.Superseded values are not recommended for survey control.
 TU0643.NGS no longer adjusts projects to the OLD HI datum.
 TU0643.See file dsdata.txt to determine how the superseded data were derived.
 TU0643
 TU0643_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0296069038(NAD 83)
 TU0643_MARKER: DB = BENCH MARK DISK
 TU0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0643_STAMPING: 9-18 1969
 TU0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0643+STABILITY: SURFACE MOTION
 TU0643
 TU0643  HISTORY     - Date     Condition        Report By
 TU0643  HISTORY     - 1969     MONUMENTED       HIGS
 TU0643  HISTORY     - 1969     GOOD             NGS
 TU0643  HISTORY     - 20040327 MARK NOT FOUND   GEOCAC
 TU0643
 TU0643                          STATION DESCRIPTION
 TU0643
 TU0643'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0643'0.6 MILE WEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0643'WAIMANO HOME ROAD AT PEARL CITY, THENCE 2.75 MILES NORTHWEST
 TU0643'ALONG STATE HIGHWAY 99, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A
 TU0643'PAVED ROAD NORTHEAST TO MILILANI MEMORIAL PARK, 34.0 FEET
 TU0643'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 60.5 FEET NORTHEAST
 TU0643'AND ACROSS THE HIGHWAY FROM LIGHT POLE NO. 513-H 400, 109 FEET
 TU0643'WEST-NORTHWEST OF A 40 INCH TREE, 108 FEET SOUTH OF A 36-INCH
 TU0643'TREE, 149.0 FEET NORTHWEST OF A METAL POST BEARING SPEED ZONE
 TU0643'AHEAD SIGN, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 TU0643'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0643
 TU0643                          STATION RECOVERY (1969)
 TU0643
 TU0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0643'3.35 MI NW FROM PEARL CITY.
 TU0643'0.6 MILE WEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF WAIMANO
 TU0643'HOME ROAD AT PEARL CITY, THENCE 2.75 MILES NORTHWEST ALONG STATE
 TU0643'HIGHWAY 99, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 TU0643'NORTHEAST TO MILILANI MEMORIAL PARK, 34.0 FEET NORTHEAST OF THE CENTER
 TU0643'LINE OF THE HIGHWAY, 60.5 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM
 TU0643'LIGHT POLE NO. 513-H 400, 109 FEET WEST-NORTHWEST OF A 40-INCH TREE,
 TU0643'108 FEET SOUTH OF A 36-INCH TREE, 149.0 FEET NORTHWEST OF A METAL
 TU0643'WITNESS POST BEARING SPEED ZONE AHEAD SIGN, ABOUT 2 FEET HIGHER THAN
 TU0643'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TU0643'GROUND.
 TU0643
 TU0643                          STATION RECOVERY (2004)
 TU0643
 TU0643'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0643'KAMEHAMEHA HIGHWAY HAS BEEN WIDENED IN THIS AREA IN THE LATE  80S. THE
 TU0643'MARK WAS MOST LIKELY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0243 ***********************************************************************
 TU0243  DESIGNATION -  9 19
 TU0243  PID         -  TU0243
 TU0243  STATE/COUNTY-  HI/HONOLULU
 TU0243  USGS QUAD   -  WAIPAHU (1983)
 TU0243
 TU0243                         *CURRENT SURVEY CONTROL
 TU0243  ___________________________________________________________________
 TU0243* NAD 83(1993)-  21 23 50.37780(N)    157 59 29.55210(W)     ADJUSTED  
 TU0243* LOCAL TIDAL -        35.138  (meters)     115.28   (feet)  ADJ UNCH  
 TU0243  ___________________________________________________________________
 TU0243  EPOCH DATE  -        1993.62
 TU0243  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 TU0243  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU0243
 TU0243  HORZ ORDER  -  SECOND
 TU0243  VERT ORDER  -  FIRST     CLASS II
 TU0243
 TU0243.The horizontal coordinates were established by classical geodetic methods
 TU0243.and adjusted by the National Geodetic Survey in December 1998..
 TU0243.The horizontal coordinates are valid at the epoch date displayed above.
 TU0243.The epoch date for horizontal control is a decimal equivalence
 TU0243.of Year/Month/Day.
 TU0243
 TU0243.The orthometric height was key entered from printed documents
 TU0243.and not key verified.
 TU0243
 TU0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0243
 TU0243.The geoid height was determined by GEOID03.
 TU0243
 TU0243;                    North         East     Units Scale Factor Converg.
 TU0243;SPC HI 3     -    25,538.663   500,876.999   MT  0.99999001   +0 00 11.1
 TU0243;UTM  04      - 2,366,457.600   604,531.929   MT  0.99973502   +0 22 04.6
 TU0243
 TU0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0243!SPC HI 3     -   0.99999201  x   0.99999001  =   0.99998202
 TU0243!UTM  04      -   0.99999201  x   0.99973502  =   0.99972703
 TU0243
 TU0243                          SUPERSEDED SURVEY CONTROL
 TU0243
 TU0243  NAD 83(1986)-  21 23 50.32688(N)    157 59 29.56299(W) AD(       ) 2
 TU0243  OLD HI      -  21 24 01.72710(N)    157 59 39.45053(W) AD(       ) 2
 TU0243
 TU0243.Superseded values are not recommended for survey control.
 TU0243.NGS no longer adjusts projects to the OLD HI datum.
 TU0243.See file dsdata.txt to determine how the superseded data were derived.
 TU0243
 TU0243_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0453266458(NAD 83)
 TU0243_MARKER: DD = SURVEY DISK
 TU0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0243_SP_SET: ABUTMENT
 TU0243_STAMPING: 9-19 1969
 TU0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0243
 TU0243  HISTORY     - Date     Condition        Report By
 TU0243  HISTORY     - 1969     MONUMENTED       HIGS
 TU0243  HISTORY     - 1969     GOOD             NGS
 TU0243  HISTORY     - 19951019 MARK NOT FOUND   USPSQD
 TU0243
 TU0243                          STATION DESCRIPTION
 TU0243
 TU0243'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0243'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION
 TU0243'OF WAIMANO HOME ROAD AT PEARL CITY, THENCE 0.95 MILE WEST ALONG
 TU0243'STATE HIGHWAY 99, ABOUT 0.25 MILE NORTHWEST OF BENCH MARK
 TU0243'Q 13, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 TU0243'ABUTMENT OF AN OVERPASS OVER THE INTERSTATE HIGHWAY, 16.5
 TU0243'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST BOUND LANES
 TU0243'OF THE STATE HIGHWAY, 2.3 FEET NORTHEAST OF THE CONCRETE AND
 TU0243'METAL GUARDRAIL, 7.7 FEET NORTHEAST OF A METAL GUARDRAIL, AND
 TU0243'ABOUT LEVEL WITH THE HIGHWAY.
 TU0243
 TU0243                          STATION RECOVERY (1969)
 TU0243
 TU0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0243'1.55 MI W FROM PEARL CITY.
 TU0243'0.6 MILE NORTHWEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0243'WAIMANO HOME ROAD AT PEARL CITY, THENCE 0.95 MILE WEST ALONG STATE
 TU0243'HIGHWAY 99, ABOUT 0.25 MILE NORTHWEST OF BENCH MARK Q 13, IN THE TOP
 TU0243'OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF AN OVERPASS
 TU0243'OVER THE INTERSTATE HIGHWAY, 16.5 FEET SOUTHWEST OF THE CENTER LINE OF
 TU0243'THE SOUTHEAST BOUND LANES OF THE STATE HIGHWAY, 2.3 FEET NORTHEAST OF
 TU0243'THE CONCRETE AND METAL GUARDRAIL, 7.7 FEET NORTHEAST OF A METAL
 TU0243'GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 TU0243
 TU0243                          STATION RECOVERY (1995)
 TU0243
 TU0243'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0257 ***********************************************************************
 TU0257  DESIGNATION -  9 25
 TU0257  PID         -  TU0257
 TU0257  STATE/COUNTY-  HI/HONOLULU
 TU0257  USGS QUAD   -  PEARL HARBOR (1983)
 TU0257
 TU0257                         *CURRENT SURVEY CONTROL
 TU0257  ___________________________________________________________________
 TU0257* NAD 83(1993)-  21 20 23.33800(N)    157 55 48.16589(W)     ADJUSTED  
 TU0257* LOCAL TIDAL -         7.539  (meters)      24.73   (feet)  ADJ UNCH  
 TU0257  ___________________________________________________________________
 TU0257  EPOCH DATE  -        1993.62
 TU0257  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 TU0257  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0257
 TU0257  HORZ ORDER  -  SECOND
 TU0257  VERT ORDER  -  FIRST     CLASS II
 TU0257
 TU0257.The horizontal coordinates were established by classical geodetic methods
 TU0257.and adjusted by the National Geodetic Survey in December 1998..
 TU0257.The horizontal coordinates are valid at the epoch date displayed above.
 TU0257.The epoch date for horizontal control is a decimal equivalence
 TU0257.of Year/Month/Day.
 TU0257
 TU0257.The orthometric height was key entered from printed documents
 TU0257.and not key verified.
 TU0257
 TU0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0257
 TU0257.The geoid height was determined by GEOID03.
 TU0257
 TU0257;                    North         East     Units Scale Factor Converg.
 TU0257;SPC HI 3     -    19,172.585   507,256.477   MT  0.99999065   +0 01 31.6
 TU0257;UTM  04      - 2,360,133.784   610,950.182   MT  0.99975211   +0 23 21.8
 TU0257
 TU0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0257!SPC HI 3     -   0.99999636  x   0.99999065  =   0.99998701
 TU0257!UTM  04      -   0.99999636  x   0.99975211  =   0.99974847
 TU0257
 TU0257                          SUPERSEDED SURVEY CONTROL
 TU0257
 TU0257  NAD 83(1986)-  21 20 23.28741(N)    157 55 48.17536(W) AD(       ) 2
 TU0257  OLD HI      -  21 20 34.67916(N)    157 55 58.05633(W) AD(       ) 2
 TU0257
 TU0257.Superseded values are not recommended for survey control.
 TU0257.NGS no longer adjusts projects to the OLD HI datum.
 TU0257.See file dsdata.txt to determine how the superseded data were derived.
 TU0257
 TU0257_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1095060134(NAD 83)
 TU0257_MARKER: DB = BENCH MARK DISK
 TU0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0257_STAMPING: 9-25 1969
 TU0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0257+STABILITY: SURFACE MOTION
 TU0257
 TU0257  HISTORY     - Date     Condition        Report By
 TU0257  HISTORY     - 1969     MONUMENTED       CGS
 TU0257  HISTORY     - 1969     GOOD             NGS
 TU0257
 TU0257                          STATION DESCRIPTION
 TU0257
 TU0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0257'STATION IS LOCATED ON THE SOUTHSIDE OF NIMITZ HIGHWAY, ABOUT
 TU0257'0.80 MILE WEST FROM THE NORTHWEST ENTRANCE OF HONOLULU
 TU0257'INTERNATIONAL AIRPORT, 554 FT. WEST OF THE CENTERLINE OF MAIN
 TU0257'STREET AND ON THE NORTH SIDE OF THE HOLY FAMILY SCHOOL.
 TU0257'
 TU0257'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 9-25 1969
 TU0257'SET IN CONCRETE MONUMENT FLUSH WITH GROUND AND 0.80 FT. SOUTH
 TU0257'FROM SOUTH EDGE OF CONCRETE SIDEWALK.  TIES FROM STATION
 TU0257'ARE--N. 1.16 FT. TO CROSS IN SIDEWALK, W. 4.82 FT. TO ARROW IN
 TU0257'SOUTH EDGE OF SIDEWALK AND NE 41.3 FT. TO FACE OF ELECT. POLE NO.
 TU0257'17.
 TU0257'
 TU0257'UNDERGROUND MARK IS IDENTICAL, SET IN CONCRETE MONUMENT, 2.2
 TU0257'FT. BELOW GROUND LEVEL AND SEPARATED FROM SURFACE MONUMENT BY A
 TU0257'LAYER OF SAND.
 TU0257'
 TU0257'GEODIMETER WAS MADE BETWEEN LIKINI 1969 AND STATE SURVEY 9-25.
 TU0257
 TU0257                          STATION RECOVERY (1969)
 TU0257
 TU0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0257'5.85 MI NW FROM HONOLULU.
 TU0257'0.25 MILE NORTHWEST ALONG QUEEN STREET FROM THE POST OFFICE AT
 TU0257'HONOLULU, THENCE 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 92, THENCE
 TU0257'2.8 MILES WEST ALONG STATE HIGHWAY 90, 0.1 MILE WEST OF THE JUNCTION
 TU0257'OF MAIN STREET AND NIMITZ HIGHWAY, ALONG NIMITZ HIGHWAY, 35.0 FEET
 TU0257'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 41.6 FEET WEST OF
 TU0257'TELEPHONE POLE 17, 148.6 FEET SOUTHEAST OF TELEPHONE POLE 16, 0.8 FOOT
 TU0257'SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, 6.0 FEET NORTHEAST OF A
 TU0257'HEDGE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0249 ***********************************************************************
 TU0249  DESIGNATION -  9 26
 TU0249  PID         -  TU0249
 TU0249  STATE/COUNTY-  HI/HONOLULU
 TU0249  USGS QUAD   -  WAIPAHU (1983)
 TU0249
 TU0249                         *CURRENT SURVEY CONTROL
 TU0249  ___________________________________________________________________
 TU0249* NAD 83(1986)-  21 23 15.     (N)    157 57 17.     (W)     SCALED    
 TU0249* LOCAL TIDAL -         4.481  (meters)      14.70   (feet)  ADJ UNCH  
 TU0249  ___________________________________________________________________
 TU0249  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU0249
 TU0249  VERT ORDER  -  FIRST     CLASS II
 TU0249
 TU0249.The horizontal coordinates were scaled from a topographic map and have
 TU0249.an estimated accuracy of +/- 6 seconds.
 TU0249
 TU0249.The orthometric height was key entered from printed documents
 TU0249.and not key verified.
 TU0249
 TU0249.The geoid height was determined by GEOID03.
 TU0249
 TU0249;                    North         East    Units  Estimated Accuracy
 TU0249;SPC HI 3     -    24,450.      504,700.      MT  (+/- 180 meters Scaled)
 TU0249
 TU0249                          SUPERSEDED SURVEY CONTROL
 TU0249
 TU0249.No superseded survey control is available for this station.
 TU0249
 TU0249_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ083653(NAD 83)
 TU0249_MARKER: DD = SURVEY DISK
 TU0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0249_STAMPING: 9-26 1969
 TU0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0249+STABILITY: SURFACE MOTION
 TU0249
 TU0249  HISTORY     - Date     Condition        Report By
 TU0249  HISTORY     - 1969     MONUMENTED
 TU0249  HISTORY     - 1969     GOOD             NGS
 TU0249  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 TU0249
 TU0249                          STATION DESCRIPTION
 TU0249
 TU0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0249'1.15 MI SE FROM PEARL CITY.
 TU0249'1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0249'WAIMANO HOME ROAD AT PEARL CITY, 1.4 FEET NORTH OF THE NORTH CURB OF
 TU0249'THE WEST BOUND LANES OF THE HIGHWAY, 47.5 FEET WEST OF POWER POLE 126
 TU0249'BEARING A STREET LIGHT, 69.0 FEET EAST OF POWER POLE 127 BEARING A
 TU0249'STREET LIGHT, 115.0 FEET EAST OF THE EXTENDED CENTER LINE OF A PAVED
 TU0249'ROAD TO PEARL HARBOR BEACH PARK, 0.05 MILE EAST OF THE JUNCTION OF
 TU0249'HILA PLACE, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 TU0249'GROUND.
 TU0249
 TU0249                          STATION RECOVERY (1995)
 TU0249
 TU0249'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0250 ***********************************************************************
 TU0250  DESIGNATION -  9 26 RESET 1972
 TU0250  PID         -  TU0250
 TU0250  STATE/COUNTY-  HI/HONOLULU
 TU0250  USGS QUAD   -  WAIPAHU (1983)
 TU0250
 TU0250                         *CURRENT SURVEY CONTROL
 TU0250  ___________________________________________________________________
 TU0250* NAD 83(1986)-  21 23 15.     (N)    157 57 17.     (W)     SCALED    
 TU0250* LOCAL TIDAL -         3.69   (meters)      12.1    (feet)  RESET     
 TU0250  ___________________________________________________________________
 TU0250  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU0250
 TU0250  VERT ORDER  -  THIRD
 TU0250
 TU0250.The horizontal coordinates were scaled from a topographic map and have
 TU0250.an estimated accuracy of +/- 6 seconds.
 TU0250
 TU0250.The orthometric height was computed from unverified reset data.
 TU0250
 TU0250.The geoid height was determined by GEOID03.
 TU0250
 TU0250;                    North         East    Units  Estimated Accuracy
 TU0250;SPC HI 3     -    24,450.      504,700.      MT  (+/- 180 meters Scaled)
 TU0250
 TU0250                          SUPERSEDED SURVEY CONTROL
 TU0250
 TU0250.No superseded survey control is available for this station.
 TU0250
 TU0250_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ083653(NAD 83)
 TU0250_MARKER: DD = SURVEY DISK
 TU0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0250_SP_SET: MANHOLE COVER
 TU0250_STAMPING: 9-26 1969 RESET 1972
 TU0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0250+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 TU0250
 TU0250  HISTORY     - Date     Condition        Report By
 TU0250  HISTORY     - 1972     MONUMENTED
 TU0250  HISTORY     - 19951018 GOOD             USPSQD
 TU0250  HISTORY     - 20050912 GOOD             GEOCAC
 TU0250
 TU0250                          STATION DESCRIPTION
 TU0250
 TU0250'DESCRIBED 1972
 TU0250'1.16 MI SE FROM PEARL CITY.
 TU0250'1.16 MILES SOUTHEAST FROM THE INTERSECTION OF WAIMANO HOME ROAD AT
 TU0250'PEARL CITY, ON THE NORTH SIDE OF STATE HIGHWAY 90, 187.5 FEET
 TU0250'NORTHWEST OF THE NORTHWEST CORNER OF WAIMALU STREAM CONCRETE BRIDGE,
 TU0250'1.4 FEET NORTH OF THE CURB OF THE WEST BOUND LANES OF THE HIGHWAY, 69
 TU0250'FEET NORTHWEST OF THE EXTENDED LINE OF NORTHWEST SIDE OF PUMP STATION
 TU0250'BUILDING AT THE NORTHEAST CORNER OF PEARL HARBOR BEACH PARK, 10 FEET
 TU0250'SOUTHEAST OF THE CENTER OF MANHOLE COVER AND ABOUT 1/2 FOOT ABOVE THE
 TU0250'HIGHWAY AND SET IN THE TOP OF THE MANHOLE COVER.
 TU0250
 TU0250                          STATION RECOVERY (1995)
 TU0250
 TU0250'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0250'RECOVERED IN GOOD CONDITION.
 TU0250
 TU0250                          STATION RECOVERY (2005)
 TU0250
 TU0250'RECOVERY NOTE BY GEOCACHING 2005 (GFH)
 TU0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0624 ***********************************************************************
 TU0624  DESIGNATION -  9 3
 TU0624  PID         -  TU0624
 TU0624  STATE/COUNTY-  HI/HONOLULU
 TU0624  USGS QUAD   -  EWA (1983)
 TU0624
 TU0624                         *CURRENT SURVEY CONTROL
 TU0624  ___________________________________________________________________
 TU0624* NAD 83(1993)-  21 19 54.84681(N)    158 05 21.86365(W)     ADJUSTED  
 TU0624* LOCAL TIDAL -        30.851  (meters)     101.22   (feet)  ADJ UNCH  
 TU0624  ___________________________________________________________________
 TU0624  EPOCH DATE  -        1993.62
 TU0624  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 TU0624  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU0624
 TU0624  HORZ ORDER  -  SECOND
 TU0624  VERT ORDER  -  FIRST     CLASS II
 TU0624
 TU0624.The horizontal coordinates were established by classical geodetic methods
 TU0624.and adjusted by the National Geodetic Survey in December 1998..
 TU0624.The horizontal coordinates are valid at the epoch date displayed above.
 TU0624.The epoch date for horizontal control is a decimal equivalence
 TU0624.of Year/Month/Day.
 TU0624
 TU0624.The orthometric height was key entered from printed documents
 TU0624.and not key verified.
 TU0624
 TU0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0624
 TU0624.The geoid height was determined by GEOID03.
 TU0624
 TU0624;                    North         East     Units Scale Factor Converg.
 TU0624;SPC HI 3     -    18,297.340   490,725.158   MT  0.99999106   -0 01 57.1
 TU0624;UTM  04      - 2,359,153.828   594,429.047   MT  0.99971019   +0 19 52.6
 TU0624
 TU0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0624!SPC HI 3     -   0.99999275  x   0.99999106  =   0.99998381
 TU0624!UTM  04      -   0.99999275  x   0.99971019  =   0.99970294
 TU0624
 TU0624                          SUPERSEDED SURVEY CONTROL
 TU0624
 TU0624  NAD 83(1986)-  21 19 54.79508(N)    158 05 21.87478(W) AD(       ) 2
 TU0624  OLD HI      -  21 20 06.17501(N)    158 05 31.75927(W) AD(       ) 2
 TU0624
 TU0624.Superseded values are not recommended for survey control.
 TU0624.NGS no longer adjusts projects to the OLD HI datum.
 TU0624.See file dsdata.txt to determine how the superseded data were derived.
 TU0624
 TU0624_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9442959154(NAD 83)
 TU0624_MARKER: DD = SURVEY DISK
 TU0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0624_SP_SET: SIDEWALK
 TU0624_STAMPING: 9-3 1969
 TU0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0624
 TU0624  HISTORY     - Date     Condition        Report By
 TU0624  HISTORY     - 1969     MONUMENTED       HIGS
 TU0624  HISTORY     - 1969     GOOD             NGS
 TU0624
 TU0624                          STATION DESCRIPTION
 TU0624
 TU0624'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0624'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE
 TU0624'AT NANAKULI, THENCE 0.2 MILE SOUTHEAST ALONG THE EXIT ROAD OF
 TU0624'THE FREEWAY TO THE CAMPBELL INDUSTRIAL PARK, IN THE TOP OF THE
 TU0624'EAST CONCRETE WALK AT THE SOUTH END OF PALAILAI INTERCHANGE BRIDGE
 TU0624'OVER INTERSTATE HIGHWAY H I, 15.2 FEET EAST OF THE CENTER LINE
 TU0624'OF THE NORTH BOUND LANES OF THE HIGHWAY, 4.8 FEET NORTH OF THE
 TU0624'SOUTH END OF THE WALK, 2.0 FEET WEST OF A METAL HANDRAIL, 3.5
 TU0624'FEET NORTH OF THE NORTH END OF A METAL GUARDRAIL, 0.9 FOOT
 TU0624'EAST OF THE WEST EDGE OF THE WALK, AND ABOUT 1 FOOT HIGHER
 TU0624'THAN THE ROAD.  NOTE--THIS MARK IS 0.45 MILE WEST ALONG
 TU0624'RENTON ROAD, THENCE 0.4 MILE NORTH ALONG KALAELOA BOULEVARD FROM
 TU0624'BENCH MARK K 14.
 TU0624
 TU0624                          STATION RECOVERY (1969)
 TU0624
 TU0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0624'6.2 MI SE FROM NANAKULI.
 TU0624'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0624'NANAKULI, THENCE 0.2 MILE SOUTHEAST ALONG THE EXIT ROAD OF THE FREEWAY
 TU0624'TO THE CAMPBELL INDUSTRIAL PARK, IN THE TOP OF THE EAST CONCRETE WALK
 TU0624'AT THE SOUTH END OF PALAILAI INTERCHANGE BRIDGE OVER INTERSTATE
 TU0624'HIGHWAY H I, 15.2 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND
 TU0624'LANES OF THE HIGHWAY, 4.8 FEET NORTH OF THE SOUTH END OF THE WALK, 2.0
 TU0624'FEET WEST OF A METAL HANDRAIL, 3.5 FEET NORTH OF THE NORTH END OF A
 TU0624'METAL GUARDRAIL, 0.9 FOOT EAST OF THE WEST EDGE OF THE WALK, AND ABOUT
 TU0624'1 FOOT HIGHER THAN THE ROAD.  NOTE-- THIS MARK IS 0.45 MILE WEST ALONG
 TU0624'RENTON ROAD, THENCE 0.4 MILE NORTH ALONG KALAELOA BOULEVARD FROM BENCH
 TU0624'MARK K 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0638 ***********************************************************************
 TU0638  DESIGNATION -  9 4
 TU0638  PID         -  TU0638
 TU0638  STATE/COUNTY-  HI/HONOLULU
 TU0638  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0638
 TU0638                         *CURRENT SURVEY CONTROL
 TU0638  ___________________________________________________________________
 TU0638* NAD 83(1993)-  21 22 34.88795(N)    158 01 34.25860(W)     ADJUSTED  
 TU0638* LOCAL TIDAL -        18.284  (meters)      59.99   (feet)  ADJ UNCH  
 TU0638  ___________________________________________________________________
 TU0638  EPOCH DATE  -        1993.62
 TU0638  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 TU0638  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU0638
 TU0638  HORZ ORDER  -  SECOND
 TU0638  VERT ORDER  -  FIRST     CLASS II
 TU0638
 TU0638.The horizontal coordinates were established by classical geodetic methods
 TU0638.and adjusted by the National Geodetic Survey in December 1998..
 TU0638.The horizontal coordinates are valid at the epoch date displayed above.
 TU0638.The epoch date for horizontal control is a decimal equivalence
 TU0638.of Year/Month/Day.
 TU0638
 TU0638.The orthometric height was key entered from printed documents
 TU0638.and not key verified.
 TU0638
 TU0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0638
 TU0638.The geoid height was determined by GEOID03.
 TU0638
 TU0638;                    North         East     Units Scale Factor Converg.
 TU0638;SPC HI 3     -    23,217.113   497,284.658   MT  0.99999009   -0 00 34.4
 TU0638;UTM  04      - 2,364,113.840   600,955.367   MT  0.99972594   +0 21 17.9
 TU0638
 TU0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0638!SPC HI 3     -   0.99999466  x   0.99999009  =   0.99998475
 TU0638!UTM  04      -   0.99999466  x   0.99972594  =   0.99972061
 TU0638
 TU0638                          SUPERSEDED SURVEY CONTROL
 TU0638
 TU0638  NAD 83(1986)-  21 22 34.83704(N)    158 01 34.26937(W) AD(       ) 2
 TU0638  OLD HI      -  21 22 46.22878(N)    158 01 44.15574(W) AD(       ) 2
 TU0638
 TU0638.Superseded values are not recommended for survey control.
 TU0638.NGS no longer adjusts projects to the OLD HI datum.
 TU0638.See file dsdata.txt to determine how the superseded data were derived.
 TU0638
 TU0638_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0095564114(NAD 83)
 TU0638_MARKER: DD = SURVEY DISK
 TU0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0638_STAMPING: 9-4 1969
 TU0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0638+STABILITY: SURFACE MOTION
 TU0638
 TU0638  HISTORY     - Date     Condition        Report By
 TU0638  HISTORY     - 1969     MONUMENTED       CGS
 TU0638  HISTORY     - 1969     GOOD             NGS
 TU0638  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0638
 TU0638                          STATION DESCRIPTION
 TU0638
 TU0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0638'STATION IS LOCATED IN DISTRICT OF EWA, 1.3 MILES WESTERLY FROM
 TU0638'THE INTERSECTION OF FARRINGTON HIGHWAY AND DEPOT ROAD IN WAIPAHU
 TU0638'TOWN AND AT THE INTERSECTION OF KUNIA ROAD AND FARRINGTON HIGHWAY.
 TU0638'
 TU0638'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 9-4 1969 IN
 TU0638'CONCRETE MONUMENT, FLUSH WITH GROUND LEVEL, IN MIDDLE AND NEAR END
 TU0638'OF GRASSED MEDIAL STRIP OF FARRINGTON HIGHWAY, ON THE WESTERLY
 TU0638'SIDE OF ITS INTERSECTION WITH KUNIA ROAD.  TIES FROM STATION
 TU0638'ARE--N 13.22 FT. AND NW 15.985 FT. RESPECTIVELY TO CROSSES CUT
 TU0638'IN CONCRETE CURB OF MEDIAL STRIP, NE 18.9 FT. TO TRAFFIC LIGHT
 TU0638'STANDARD.
 TU0638'
 TU0638'SUB-SURFACE MARK IS IDENTICAL WITH STATION MARK, IN CONCRETE
 TU0638'MONUMENT 3.1 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU0638'MONUMENT BY A LAYER OF SAND.
 TU0638'
 TU0638'GEODIMETER CONNECTION WAS MADE BELOW WAIPAHU 1969 AND STATE
 TU0638'SURVEY 9-4 1969
 TU0638'
 TU0638'THIS STATION IS ALSO BENCH MARK 9-4 (SS) OF THE 1969 FIRST ORDER
 TU0638'LEVELS.
 TU0638
 TU0638                          STATION RECOVERY (1969)
 TU0638
 TU0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0638'0.7 MI SW FROM WAIPAHU.
 TU0638'0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0638'PUPUKAHI STREET AT WAIPAHU, AT THE JUNCTION OF STATE HIGHWAY 75, IN
 TU0638'THE CENTER OF HIGHWAY 90, 9.1 FEET SOUTHEAST OF THE CONCRETE CURB OF
 TU0638'THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 9.5 FEET NORTHWEST OF THE
 TU0638'CONCRETE CURB OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 18.9 FEET
 TU0638'SOUTHWEST OF A TRAFFIC LIGHT AT THE END OF MEDIAN, AND SET IN THE TOP
 TU0638'OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0638
 TU0638                          STATION RECOVERY (2006)
 TU0638
 TU0638'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0638'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0635 ***********************************************************************
 TU0635  DESIGNATION -  9 8
 TU0635  PID         -  TU0635
 TU0635  STATE/COUNTY-  HI/HONOLULU
 TU0635  USGS QUAD   -  EWA (1983)
 TU0635
 TU0635                         *CURRENT SURVEY CONTROL
 TU0635  ___________________________________________________________________
 TU0635* NAD 83(1993)-  21 21 12.38469(N)    158 01 42.50952(W)     ADJUSTED  
 TU0635* LOCAL TIDAL -        17.013  (meters)      55.82   (feet)  ADJ UNCH  
 TU0635  ___________________________________________________________________
 TU0635  EPOCH DATE  -        1993.62
 TU0635  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 TU0635  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU0635
 TU0635  HORZ ORDER  -  SECOND
 TU0635  VERT ORDER  -  FIRST     CLASS II
 TU0635
 TU0635.The horizontal coordinates were established by classical geodetic methods
 TU0635.and adjusted by the National Geodetic Survey in December 1998..
 TU0635.The horizontal coordinates are valid at the epoch date displayed above.
 TU0635.The epoch date for horizontal control is a decimal equivalence
 TU0635.of Year/Month/Day.
 TU0635
 TU0635.The orthometric height was key entered from printed documents
 TU0635.and not key verified.
 TU0635
 TU0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0635
 TU0635.The geoid height was determined by GEOID03.
 TU0635
 TU0635;                    North         East     Units Scale Factor Converg.
 TU0635;SPC HI 3     -    20,679.704   497,046.512   MT  0.99999011   -0 00 37.3
 TU0635;UTM  04      - 2,361,575.639   600,733.419   MT  0.99972539   +0 21 13.6
 TU0635
 TU0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0635!SPC HI 3     -   0.99999488  x   0.99999011  =   0.99998499
 TU0635!UTM  04      -   0.99999488  x   0.99972539  =   0.99972027
 TU0635
 TU0635                          SUPERSEDED SURVEY CONTROL
 TU0635
 TU0635  NAD 83(1986)-  21 21 12.33352(N)    158 01 42.52038(W) AD(       ) 2
 TU0635  OLD HI      -  21 21 23.72207(N)    158 01 52.40491(W) AD(       ) 2
 TU0635
 TU0635.Superseded values are not recommended for survey control.
 TU0635.NGS no longer adjusts projects to the OLD HI datum.
 TU0635.See file dsdata.txt to determine how the superseded data were derived.
 TU0635
 TU0635_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0073361576(NAD 83)
 TU0635_MARKER: DD = SURVEY DISK
 TU0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0635_STAMPING: 9-8 1969
 TU0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0635+STABILITY: SURFACE MOTION
 TU0635
 TU0635  HISTORY     - Date     Condition        Report By
 TU0635  HISTORY     - 1969     MONUMENTED       HIGS
 TU0635  HISTORY     - 1969     GOOD             NGS
 TU0635  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0635
 TU0635                          STATION DESCRIPTION
 TU0635
 TU0635'DESCRIBED BY HAWAII GEODETIC SURVEY 1969 (CS)
 TU0635'0.8 MILE NORTHEAST ALONG RENTON ROAD FROM THE POST OFFICE AT
 TU0635'EWA, THENCE 0.45 MILE NORTH ALONG FORT WEAVER ROAD, ACROSS THE
 TU0635'ROAD FROM THE SOUTHEAST CORNER OF A LAWN FOR THE EWA CLINIC, IN
 TU0635'LINE WITH THE CENTER OF A GRAVELED ROAD WEST TO A FIELD, 15.0 FEET
 TU0635'EAST OF THE CENTER LINE OF THE ROAD, 170.0 FEET SOUTH OF THE
 TU0635'EXTENDED CENTER LINE OF A ROAD TO EWA CLINIC, 4.0 FEET EAST OF
 TU0635'THE EAST EDGE OF AN ASPHALT ROAD, 78.3 FEET SOUTHEAST AND
 TU0635'ACROSS THE ROAD FROM TELEPHONE POLE 149, 17.5 FEET WEST OF THE
 TU0635'NORTH CORNER OF AN L-ANGLE IN AN IRRIGATION CANAL, 21.8 FEET
 TU0635'NORTHWEST OF A POLE WHICH PROJECTS ABOUT 10 FEET BEARING THE
 TU0635'NUMBERS 2558 AND 15T, AND SET IN THE TOP OF A CONCRETE POST
 TU0635'FLUSH WITH THE GROUND.
 TU0635
 TU0635                          STATION RECOVERY (1969)
 TU0635
 TU0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0635'1.25 MI NE FROM EWA.
 TU0635'0.8 MILE NORTHEAST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA,
 TU0635'THENCE 0.45 MILE NORTH ALONG FORT WEAVER ROAD, ACROSS THE ROAD FROM
 TU0635'THE SOUTHEAST CORNER OF A LAWN FOR THE EWA CLINIC, IN LINE WITH THE
 TU0635'CENTER OF A GRAVELED ROAD WEST TO A FIELD, 15.0 FEET EAST OF THE
 TU0635'CENTER LINE OF THE ROAD, 170.0 FEET SOUTH OF THE EXTENDED CENTER LINE
 TU0635'OF A ROAD TO EWA CLINIC, 4.0 FEET EAST OF THE EAST EDGE OF AN ASPHALT
 TU0635'ROAD, 78.3 FEET SOUTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE 149,
 TU0635'17.5 FEET WEST OF THE NORTH CORNER OF AN L-ANGLE IN AN IRRIGATION
 TU0635'CANAL, 21.8 FEET NORTHWEST OF A POLE WHICH PROJECTS ABOUT 10 FEET
 TU0635'BEARING THE NUMBERS 2558 AND 15T, AND SET IN THE TOP OF A CONCRETE
 TU0635'POST FLUSH WITH THE GROUND.
 TU0635
 TU0635                          STATION RECOVERY (2006)
 TU0635
 TU0635'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0635'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0680 ***********************************************************************
 TU0680  DESIGNATION -  9=161 1401 TIDAL 4
 TU0680  PID         -  TU0680
 TU0680  STATE/COUNTY-  HI/KAUAI
 TU0680  USGS QUAD   -  KEKAHA (1983)
 TU0680
 TU0680                         *CURRENT SURVEY CONTROL
 TU0680  ___________________________________________________________________
 TU0680* NAD 83(1986)-  21 57 21.     (N)    159 40 04.     (W)     SCALED    
 TU0680* LOCAL TIDAL -         2.728  (meters)       8.95   (feet)  ADJ UNCH  
 TU0680  ___________________________________________________________________
 TU0680  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU0680
 TU0680  VERT ORDER  -  SECOND    CLASS 0
 TU0680
 TU0680.The horizontal coordinates were scaled from a topographic map and have
 TU0680.an estimated accuracy of +/- 6 seconds.
 TU0680
 TU0680.The orthometric height was key entered from printed documents
 TU0680.and not key verified.
 TU0680
 TU0680.The geoid height was determined by GEOID03.
 TU0680
 TU0680;                    North         East    Units  Estimated Accuracy
 TU0680;SPC HI 4     -    13,570.      482,670.      MT  (+/- 180 meters Scaled)
 TU0680
 TU0680                          SUPERSEDED SURVEY CONTROL
 TU0680
 TU0680.No superseded survey control is available for this station.
 TU0680
 TU0680_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK310280(NAD 83)
 TU0680_MARKER: DD = SURVEY DISK
 TU0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0680_STAMPING: 9
 TU0680_MARK LOGO: USGS  
 TU0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0680+STABILITY: SURFACE MOTION
 TU0680
 TU0680  HISTORY     - Date     Condition        Report By
 TU0680  HISTORY     - UNK      MONUMENTED       USGS
 TU0680  HISTORY     - 1966     GOOD             NGS
 TU0680  HISTORY     - 19970110 MARK NOT FOUND   USPSQD
 TU0680  HISTORY     - 19970610 MARK NOT FOUND   USPSQD
 TU0680  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU0680
 TU0680                          STATION DESCRIPTION
 TU0680
 TU0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0680'IN WAIMEA.
 TU0680'MARK IS LOCATED 0.1 MILE WEST ALONG WAIMEA ROAD FROM THE POST OFFICE
 TU0680'IN WAIMEA, THENCE 0.05 MILE NORTH ALONG MENEHUNE ROAD, AT SOUTH SIDE
 TU0680'OF REAR PARKING LOT ENTRANCE OF THE WAIMEA POLICE STATION AND COURT
 TU0680'HOUSE, 27 FEET WEST OF CENTER LINE OF MENEHUNE ROAD, 7 FEET NORTH OF A
 TU0680'LARGE MANGO TREE, AND SET IN THE TOP OF A TRUNCATED CONCRETE CONE THAT
 TU0680'IS 10 INCHES IN DIAMETER AT THE TOP AND PROJECTS 1 FOOT ABOVE GROUND.
 TU0680
 TU0680                          STATION RECOVERY (1997)
 TU0680
 TU0680'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0680'MARK NOT FOUND.
 TU0680
 TU0680                          STATION RECOVERY (1997)
 TU0680
 TU0680'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0680'MARK NOT FOUND.
 TU0680
 TU0680                          STATION RECOVERY (1998)
 TU0680
 TU0680'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0430 ***********************************************************************
 TU0430  DESIGNATION -  A
 TU0430  PID         -  TU0430
 TU0430  STATE/COUNTY-  HI/HONOLULU
 TU0430  USGS QUAD   -  HONOLULU (1983)
 TU0430
 TU0430                         *CURRENT SURVEY CONTROL
 TU0430  ___________________________________________________________________
 TU0430* NAD 83(1986)-  21 17 52.     (N)    157 47 08.     (W)     SCALED    
 TU0430* LOCAL TIDAL -       318.090  (meters)    1043.60   (feet)  ADJ UNCH  
 TU0430  ___________________________________________________________________
 TU0430  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU0430
 TU0430  VERT ORDER  -  FIRST     CLASS II
 TU0430
 TU0430.The horizontal coordinates were scaled from a topographic map and have
 TU0430.an estimated accuracy of +/- 6 seconds.
 TU0430
 TU0430.The orthometric height was key entered from printed documents
 TU0430.and not key verified.
 TU0430
 TU0430.The geoid height was determined by GEOID03.
 TU0430
 TU0430;                    North         East    Units  Estimated Accuracy
 TU0430;SPC HI 3     -    14,530.      522,250.      MT  (+/- 180 meters Scaled)
 TU0430
 TU0430                          SUPERSEDED SURVEY CONTROL
 TU0430
 TU0430.No superseded survey control is available for this station.
 TU0430
 TU0430_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ259555(NAD 83)
 TU0430_MARKER: DD = SURVEY DISK
 TU0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0430+STABILITY: SURFACE MOTION
 TU0430
 TU0430  HISTORY     - Date     Condition        Report By
 TU0430  HISTORY     - UNK      MONUMENTED
 TU0430  HISTORY     - 1962     GOOD             NGS
 TU0430  HISTORY     - 19990527 GOOD             USPSQD
 TU0430
 TU0430                          STATION DESCRIPTION
 TU0430
 TU0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0430'IN HONOLULU.
 TU0430'4.9 MILES AIRLINE EAST OF THE FEDERAL BUILDING IN HONOLULU, IN THE
 TU0430'WILHELMINA RISE DISTRICT, AT THE NORTHEAST CORNER OF MAUNALANI CIRCLE
 TU0430'AT THE INTERSECTION OF A NARROW PAVED SIDE ROAD NORTHEAST, LEADING UP
 TU0430'TO A CITY WATER RESERVOIR.  7.3 FEET SOUTHEAST OF AN OLD LAMPPOST, 1.7
 TU0430'FEET NORTHEAST OF EDGE OF MAUNALANI CIRCLE, 3.8 FEET SOUTHEAST OF EDGE
 TU0430'OF PAVED SIDE ROAD, 17.5 FEET SOUTHWEST OF A WIRE MESH GATE ACROSS
 TU0430'SIDE ROAD, OPPOSITE NORTH END OF HOUSE AT 4988 MAUNALANI CIRCLE, AND
 TU0430'PROJECTING ABOUT 1 INCH FROM THE TOP OF A 3-INCH-DIAMETER, CONCRETE
 TU0430'POST SET BELOW STREET SURFACE.  ACCESS TO THE MARK IS HAD THROUGH A
 TU0430'7-INCH-DIAMETER, CAST-IRON HANDHOLE COVER. NOTE-- THERE IS A SIMILAR
 TU0430'MARK 113.3 FEET WEST OF THE MARK DESCRIBED ABOVE. IN LINE WITH THE
 TU0430'EAST WALL OF THE GARAGE AT 5012 MAUNALANI CIRCLE.
 TU0430
 TU0430                          STATION RECOVERY (1999)
 TU0430
 TU0430'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1768 ***********************************************************************
 TU1768  DESIGNATION -  A
 TU1768  PID         -  TU1768
 TU1768  STATE/COUNTY-  HI/KAUAI
 TU1768  USGS QUAD   -  LIHUE (1996)
 TU1768
 TU1768                         *CURRENT SURVEY CONTROL
 TU1768  ___________________________________________________________________
 TU1768* NAD 83(1993)-  21 55 38.44231(N)    159 22 27.62771(W)     ADJUSTED  
 TU1768* LOCAL TIDAL -                                                        
 TU1768  ___________________________________________________________________
 TU1768  EPOCH DATE  -        1993.62
 TU1768  LAPLACE CORR-         -10.13  (seconds)                    DEFLEC99
 TU1768  GEOID HEIGHT-          15.12  (meters)                     GEOID03
 TU1768
 TU1768  HORZ ORDER  -  THIRD
 TU1768
 TU1768.The horizontal coordinates were established by classical geodetic methods
 TU1768.and adjusted by the National Geodetic Survey in December 1998..
 TU1768.The horizontal coordinates are valid at the epoch date displayed above.
 TU1768.The epoch date for horizontal control is a decimal equivalence
 TU1768.of Year/Month/Day.
 TU1768
 TU1768
 TU1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1768
 TU1768.The geoid height was determined by GEOID03.
 TU1768
 TU1768;                    North         East     Units Scale Factor Converg.
 TU1768;SPC HI 4     -    10,415.008   512,982.292   MT  0.99999208   +0 02 48.9
 TU1768;UTM  04      - 2,424,832.274   461,340.352   MT  0.99961847   -0 08 23.3
 TU1768
 TU1768                          SUPERSEDED SURVEY CONTROL
 TU1768
 TU1768  NAD 83(1986)-  21 55 38.42609(N)    159 22 27.67380(W) AD(       ) 4
 TU1768  OLD HI      -  21 55 49.73000(N)    159 22 37.73000(W) AD(       ) 3
 TU1768
 TU1768.Superseded values are not recommended for survey control.
 TU1768.NGS no longer adjusts projects to the OLD HI datum.
 TU1768.See file dsdata.txt to determine how the superseded data were derived.
 TU1768
 TU1768_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6134024832(NAD 83)
 TU1768
 TU1768  HISTORY     - Date     Condition        Report By
 TU1768  HISTORY     - UNK      MONUMENTED
 TU1768  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1768
 TU1768                          STATION DESCRIPTION
 TU1768
 TU1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1768'STATION WAS IDENTIFIED BY ANGLE FROM STATIONS KAI AND HOKUNUI
 TU1768'AND IS STILL IN PLACE.  IT IS A FAIRLY PROMINENT ROCK POINT AT
 TU1768'ABOUT 1300 FEET ELEVATION, 2270 FEET EAST-SOUTHEAST OF STATION
 TU1768'KAI AND ABOUT 1/4 MILE NORTHWEST FROM SEA.  THERE IS A HOLE
 TU1768'THROUGH THE ROCK ABOUT 50 FEET BELOW THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3410 ***********************************************************************
 TU3410  DESIGNATION -  A
 TU3410  PID         -  TU3410
 TU3410  STATE/COUNTY-  HI/MAUI
 TU3410  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3410
 TU3410                         *CURRENT SURVEY CONTROL
 TU3410  ___________________________________________________________________
 TU3410* NAD 83(1993)-  21 04 51.83017(N)    157 01 44.43222(W)     ADJUSTED  
 TU3410* LOCAL TIDAL -                                                        
 TU3410  ___________________________________________________________________
 TU3410  EPOCH DATE  -        1993.62
 TU3410  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 TU3410  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3410
 TU3410  HORZ ORDER  -  THIRD
 TU3410
 TU3410.The horizontal coordinates were established by classical geodetic methods
 TU3410.and adjusted by the National Geodetic Survey in December 1998..
 TU3410.The horizontal coordinates are valid at the epoch date displayed above.
 TU3410.The epoch date for horizontal control is a decimal equivalence
 TU3410.of Year/Month/Day.
 TU3410
 TU3410
 TU3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3410
 TU3410.The geoid height was determined by GEOID03.
 TU3410
 TU3410;                    North         East     Units Scale Factor Converg.
 TU3410;SPC HI 2     -    82,823.753   462,348.574   MT  0.99998418   -0 07 49.2
 TU3410;UTM  04      - 2,332,386.396   704,762.097   MT  1.00011815   +0 42 33.1
 TU3410
 TU3410                          SUPERSEDED SURVEY CONTROL
 TU3410
 TU3410  NAD 83(1986)-  21 04 51.78649(N)    157 01 44.38183(W) AD(       ) 4
 TU3410  OLD HI      -  21 05 03.19800(N)    157 01 54.46200(W) AD(       ) 3
 TU3410
 TU3410.Superseded values are not recommended for survey control.
 TU3410.NGS no longer adjusts projects to the OLD HI datum.
 TU3410.See file dsdata.txt to determine how the superseded data were derived.
 TU3410
 TU3410_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0476232386(NAD 83)
 TU3410
 TU3410  HISTORY     - Date     Condition        Report By
 TU3410  HISTORY     - UNK      MONUMENTED
 TU3410  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3410
 TU3410                          STATION DESCRIPTION
 TU3410
 TU3410'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3410'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3410'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3410'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS FOUND.
 TU3410'
 TU3410'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0144 ***********************************************************************
 TU0144  DESIGNATION -  A 1
 TU0144  PID         -  TU0144
 TU0144  STATE/COUNTY-  HI/HAWAII
 TU0144  USGS QUAD   -  MAUNA LOA (1993)
 TU0144
 TU0144                         *CURRENT SURVEY CONTROL
 TU0144  ___________________________________________________________________
 TU0144* NAD 83(1986)-  19 28 39.     (N)    155 36 19.     (W)     SCALED    
 TU0144* LOCAL TIDAL -      4160.703  (meters)   13650.57   (feet)  ADJ UNCH  
 TU0144  ___________________________________________________________________
 TU0144  GEOID HEIGHT-          27.54  (meters)                     GEOID03
 TU0144
 TU0144  VERT ORDER  -  FIRST     CLASS I
 TU0144
 TU0144.The horizontal coordinates were scaled from a topographic map and have
 TU0144.an estimated accuracy of +/- 6 seconds.
 TU0144
 TU0144.The orthometric height was key entered from printed documents
 TU0144.and not key verified.
 TU0144
 TU0144.The geoid height was determined by GEOID03.
 TU0144
 TU0144;                    North         East    Units  Estimated Accuracy
 TU0144;SPC HI 1     -    71,310.      488,950.      MT  (+/- 180 meters Scaled)
 TU0144
 TU0144                          SUPERSEDED SURVEY CONTROL
 TU0144
 TU0144.No superseded survey control is available for this station.
 TU0144
 TU0144_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB265557(NAD 83)
 TU0144_MARKER: DB = BENCH MARK DISK
 TU0144_SETTING: 66 = SET IN ROCK OUTCROP
 TU0144_SP_SET: BEDROCK
 TU0144_STAMPING: A 1 1926
 TU0144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0144+STABILITY: POSITION/ELEVATION WELL
 TU0144
 TU0144  HISTORY     - Date     Condition        Report By
 TU0144  HISTORY     - 1926     MONUMENTED       CGS
 TU0144  HISTORY     - 1975     GOOD             NGS
 TU0144
 TU0144                          STATION DESCRIPTION
 TU0144
 TU0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0144'33.55 MI SW FROM VOLCANO.
 TU0144'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0144'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0144'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG THE MAUNA LOA ROAD,
 TU0144'CONTINUE 16.15 MILES SOUTHWESTERLY ALONG THE MAUNA LOA TRAIL FROM THE
 TU0144'END OF THE ROAD TO THE JUNCTION OF THE JEEP TRAIL, TURN LEFT
 TU0144'(SOUTHWESTERLY) AND FOLLOW JEEP TRAIL FOR 1.15 MILES TO WHERE JEEP
 TU0144'TRAIL ENDS, TURN SOUTH AND FOLLOW CAIRN TRAIL MARKERS FOR 0.80 MILE UP
 TU0144'AND ALONG CRATER RIM PASSING BM B 1 TO MARK, IN TOP OF A LAVA BEDROCK,
 TU0144'350 YARDS PASS B 1, 30.0 FEET NORTHWEST OF EDGE OF CRATER, 35.0 FEET
 TU0144'SOUTHEAST OF A LARGE CAIRN WITH A SMALL METAL HIKERS REGISTRY BOX IN
 TU0144'IT, AND 1/2 FOOT NORTHEAST OF A SMALL CAIRN.  FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0271 ***********************************************************************
 TU0271  DESIGNATION -  A 10
 TU0271  PID         -  TU0271
 TU0271  STATE/COUNTY-  HI/HONOLULU
 TU0271  USGS QUAD   -  HONOLULU (1983)
 TU0271
 TU0271                         *CURRENT SURVEY CONTROL
 TU0271  ___________________________________________________________________
 TU0271* NAD 83(1986)-  21 19 39.     (N)    157 51 46.     (W)     SCALED    
 TU0271* LOCAL TIDAL -        13.973  (meters)      45.84   (feet)  ADJ UNCH  
 TU0271  ___________________________________________________________________
 TU0271  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU0271
 TU0271  VERT ORDER  -  FIRST     CLASS II
 TU0271
 TU0271.The horizontal coordinates were scaled from a topographic map and have
 TU0271.an estimated accuracy of +/- 6 seconds.
 TU0271
 TU0271.The orthometric height was key entered from printed documents
 TU0271.and not key verified.
 TU0271
 TU0271.The geoid height was determined by GEOID03.
 TU0271
 TU0271;                    North         East    Units  Estimated Accuracy
 TU0271;SPC HI 3     -    17,810.      514,240.      MT  (+/- 180 meters Scaled)
 TU0271
 TU0271                          SUPERSEDED SURVEY CONTROL
 TU0271
 TU0271.No superseded survey control is available for this station.
 TU0271
 TU0271_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ179588(NAD 83)
 TU0271_MARKER: DB = BENCH MARK DISK
 TU0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0271_SP_SET: FLOOR
 TU0271_STAMPING: A 10 1966
 TU0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0271
 TU0271  HISTORY     - Date     Condition        Report By
 TU0271  HISTORY     - 1966     MONUMENTED       CGS
 TU0271  HISTORY     - 1969     GOOD             NGS
 TU0271  HISTORY     - 1973     GOOD             NGS
 TU0271
 TU0271                          STATION DESCRIPTION
 TU0271
 TU0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0271'1.05 MI NW FROM HONOLULU.
 TU0271'1.05 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0271'OF STATE HIGHWAY 61 AT HONOLULU, AT THE INTERSECTION OF LANAKILA
 TU0271'STREET, IN THE CONCRETE FLOOR OF A HAWAII HOUSING AUTHORITY BUILDING,
 TU0271'131 FEET NORTHEAST OF THE CENTER LINE OF NORTH SCHOOL STREET, 258.5
 TU0271'FEET NORTHWEST OF THE CENTER LINE OF LANAKILA STREET, 87.4 FEET
 TU0271'EAST-NORTHEAST OF A 4-INCH IRON POLE BEARING HAWAII HOUSING AUTHORITY
 TU0271'SIGN, 10.1 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A SIDEWALK AROUND
 TU0271'THE BUILDING, 3.5 FEET EAST-SOUTHEAST OF THE NORTHEAST END OF AN IRON
 TU0271'GUARDRAIL ALONG THE SIDEWALK, AND ABOUT 2 FEET HIGHER THAN THE STREET.
 TU0271
 TU0271                          STATION RECOVERY (1973)
 TU0271
 TU0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TU0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0025 ***********************************************************************
 TU0025  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0025  DESIGNATION -  A 100
 TU0025  PID         -  TU0025
 TU0025  STATE/COUNTY-  HI/HAWAII
 TU0025  USGS QUAD   -  HILO (1995)
 TU0025
 TU0025                         *CURRENT SURVEY CONTROL
 TU0025  ___________________________________________________________________
 TU0025* NAD 83(1986)-  19 43 21.     (N)    155 03 50.     (W)     SCALED    
 TU0025* LOCAL TIDAL -         3.481  (meters)      11.42   (feet)  ADJ UNCH  
 TU0025  ___________________________________________________________________
 TU0025  GEOID HEIGHT-          17.85  (meters)                     GEOID03
 TU0025
 TU0025  VERT ORDER  -  FIRST     CLASS I
 TU0025
 TU0025.The horizontal coordinates were scaled from a topographic map and have
 TU0025.an estimated accuracy of +/- 6 seconds.
 TU0025
 TU0025.The orthometric height was key entered from printed documents
 TU0025.and not key verified.
 TU0025
 TU0025.This Tidal Bench Mark is designated as VM 1669
 TU0025.by the Center for Operational Oceanographic Products and Services.
 TU0025
 TU0025.The geoid height was determined by GEOID03.
 TU0025
 TU0025;                    North         East    Units  Estimated Accuracy
 TU0025;SPC HI 1     -    98,480.      545,720.      MT  (+/- 180 meters Scaled)
 TU0025
 TU0025                          SUPERSEDED SURVEY CONTROL
 TU0025
 TU0025.No superseded survey control is available for this station.
 TU0025
 TU0025_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB836820(NAD 83)
 TU0025_MARKER: DB = BENCH MARK DISK
 TU0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0025_STAMPING: A100 1967
 TU0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0025+STABILITY: SURFACE MOTION
 TU0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0025+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 TU0025
 TU0025  HISTORY     - Date     Condition        Report By
 TU0025  HISTORY     - 1967     MONUMENTED       CGS
 TU0025  HISTORY     - 1975     GOOD             NGS
 TU0025  HISTORY     - 20040429 GOOD             JCLS
 TU0025
 TU0025                          STATION DESCRIPTION
 TU0025
 TU0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0025'IN HILO.
 TU0025'AT HILO, AT THE NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAYS
 TU0025'11 AND 19, IN FRONT OF THE DAIRY QUEEN DRIVE-IN, 55.5 FEET SOUTH OF
 TU0025'THE SOUTHWEST CORNER OF THE DAIRY QUEEN BUILDING, 3.0 FEET NORTH OF
 TU0025'THE NORTH CURB OF STATE HIGHWAY 19, 2.0 FEET WEST OF A POWER POLE WITH
 TU0025'2 TRANSFORMERS, 4.0 FEET SOUTHEAST OF A SIGNAL LIGHT POLE, 6 INCHES
 TU0025'ABOVE HIGHWAY, DISK IN TOP OF A CONCRETE POST FLUSH WITH GROUND.
 TU0025
 TU0025                          STATION RECOVERY (2004)
 TU0025
 TU0025'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0410 ***********************************************************************
 TU0410  DESIGNATION -  A 11
 TU0410  PID         -  TU0410
 TU0410  STATE/COUNTY-  HI/HONOLULU
 TU0410  USGS QUAD   -  HONOLULU (1983)
 TU0410
 TU0410                         *CURRENT SURVEY CONTROL
 TU0410  ___________________________________________________________________
 TU0410* NAD 83(1986)-  21 18 20.     (N)    157 51 12.     (W)     SCALED    
 TU0410* LOCAL TIDAL -         4.464  (meters)      14.65   (feet)  ADJ UNCH  
 TU0410  ___________________________________________________________________
 TU0410  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU0410
 TU0410  VERT ORDER  -  FIRST     CLASS II
 TU0410
 TU0410.The horizontal coordinates were scaled from a topographic map and have
 TU0410.an estimated accuracy of +/- 6 seconds.
 TU0410
 TU0410.The orthometric height was key entered from printed documents
 TU0410.and not key verified.
 TU0410
 TU0410.The geoid height was determined by GEOID03.
 TU0410
 TU0410;                    North         East    Units  Estimated Accuracy
 TU0410;SPC HI 3     -    15,390.      515,220.      MT  (+/- 180 meters Scaled)
 TU0410
 TU0410                          SUPERSEDED SURVEY CONTROL
 TU0410
 TU0410.No superseded survey control is available for this station.
 TU0410
 TU0410_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ189563(NAD 83)
 TU0410_MARKER: DB = BENCH MARK DISK
 TU0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0410_SP_SET: FOUNDATION
 TU0410_STAMPING: A 11 1969
 TU0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0410+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2004
 TU0410
 TU0410  HISTORY     - Date     Condition        Report By
 TU0410  HISTORY     - 1969     MONUMENTED       CGS
 TU0410  HISTORY     - 19990523 GOOD             USPSQD
 TU0410  HISTORY     - 20040213 GOOD             GEOCAC
 TU0410
 TU0410                          STATION DESCRIPTION
 TU0410
 TU0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0410'IN HONOLULU.
 TU0410'AT HONOLULU, 0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM THE POST
 TU0410'OFFICE, THENCE 0.35 MILE SOUTHEAST ALONG SOUTH BERETANIA STREET, AT
 TU0410'THE JUNCTION OF LISBON STREET, 18.5 FEET NORTHEAST OF THE NORTH CURB
 TU0410'OF SOUTH BERETANIA STREET, 36.0 FEET SOUTHEAST OF THE CENTER LINE OF
 TU0410'LISBON STREET, 17.0 FEET NORTHEAST OF A METAL LIGHT POLE, IN THE TOP
 TU0410'OF A CIRCULAR CONCRETE FOUNDATION FOR AN ARTESIAN WATER WELL, AT THE
 TU0410'SOUTHWEST CORNER OF THE LAWN OF THE BOARD OF WATER SUPPLY BUILDING,
 TU0410'1.3 FEET SOUTH OF A PUMP, AND ABOUT 1 FOOT HIGHER THAN THE STREET.
 TU0410
 TU0410                          STATION RECOVERY (1999)
 TU0410
 TU0410'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0410'RECOVERED IN GOOD CONDITION.
 TU0410
 TU0410                          STATION RECOVERY (2004)
 TU0410
 TU0410'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6428 ***********************************************************************
 AA6428  DESIGNATION -  A 111
 AA6428  PID         -  AA6428
 AA6428  STATE/COUNTY-  HI/HONOLULU
 AA6428  USGS QUAD   -  PEARL HARBOR (1983)
 AA6428
 AA6428                         *CURRENT SURVEY CONTROL
 AA6428  ___________________________________________________________________
 AA6428* NAD 83(1986)-  21 19 20.     (N)    157 54 34.     (W)     SCALED    
 AA6428* LOCAL TIDAL -         2.106  (meters)       6.91   (feet)  ADJUSTED  
 AA6428  ___________________________________________________________________
 AA6428  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 AA6428  DYNAMIC HT  -           2.102 (meters)       6.90  (feet)  COMP
 AA6428  MODELED GRAV-     978,919.2   (mgal)                       NAVD 88
 AA6428
 AA6428  VERT ORDER  -  FIRST     CLASS II
 AA6428
 AA6428.The horizontal coordinates were scaled from a topographic map and have
 AA6428.an estimated accuracy of +/- 6 seconds.
 AA6428
 AA6428.The orthometric height was determined by differential leveling
 AA6428.and adjusted by the National Geodetic Survey in April 2001..
 AA6428
 AA6428.The geoid height was determined by GEOID03.
 AA6428
 AA6428.The dynamic height is computed by dividing the NAVD 88
 AA6428.geopotential number by the normal gravity value computed on the
 AA6428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6428.degrees latitude (g = 980.6199 gals.).
 AA6428
 AA6428.The modeled gravity was interpolated from observed gravity values.
 AA6428
 AA6428;                    North         East    Units  Estimated Accuracy
 AA6428;SPC HI 3     -    17,230.      509,400.      MT  (+/- 180 meters Scaled)
 AA6428
 AA6428                          SUPERSEDED SURVEY CONTROL
 AA6428
 AA6428.No superseded survey control is available for this station.
 AA6428
 AA6428_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ131582(NAD 83)
 AA6428_MARKER: Z = SEE DESCRIPTION
 AA6428_SETTING: 0 = UNSPECIFIED SETTING
 AA6428_MARK LOGO: NONE  
 AA6428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA6428
 AA6428  HISTORY     - Date     Condition        Report By
 AA6428  HISTORY     - 1995     MONUMENTED       NOS
 AA6428
 AA6428                          STATION DESCRIPTION
 AA6428
 AA6428'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JGF)
 AA6428'THE STATION IS LOCATED AT THE JUNCTION OF LAGOON DRIVE AND KAULELE
 AA6428'STREET AT THE CENTER OF LAGOON DRIVE. IT IS A HAWAII STATE SURVEY
 AA6428'MONUMENT.  A METAL PIN ENCASED IN CONCRETE AND PROJECTING 0.01 M (0.03
 AA6428'FT) ABOVE THE TOP OF A 2 INCH IRON PIPE THAT IS PROBABLY ENCASED IN
 AA6428'CONCRETE.  THE TOP OF THE PIN IS 0.1 M (0.3 FT) BELOW THE STREET
 AA6428'SURFACE AND THE WHOLE DEAL IS UNDER A IRON CASE AND COVER AT STREET
 AA6428'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0315 ***********************************************************************
 TU0315  DESIGNATION -  A 12
 TU0315  PID         -  TU0315
 TU0315  STATE/COUNTY-  HI/HONOLULU
 TU0315  USGS QUAD   -  HONOLULU (1983)
 TU0315
 TU0315                         *CURRENT SURVEY CONTROL
 TU0315  ___________________________________________________________________
 TU0315* NAD 83(1986)-  21 15 40.     (N)    157 49 10.     (W)     SCALED    
 TU0315* LOCAL TIDAL -         3.210  (meters)      10.53   (feet)  ADJ UNCH  
 TU0315  ___________________________________________________________________
 TU0315  GEOID HEIGHT-          15.39  (meters)                     GEOID03
 TU0315
 TU0315  VERT ORDER  -  FIRST     CLASS II
 TU0315
 TU0315.The horizontal coordinates were scaled from a topographic map and have
 TU0315.an estimated accuracy of +/- 6 seconds.
 TU0315
 TU0315.The orthometric height was key entered from printed documents
 TU0315.and not key verified.
 TU0315
 TU0315.The geoid height was determined by GEOID03.
 TU0315
 TU0315;                    North         East    Units  Estimated Accuracy
 TU0315;SPC HI 3     -    10,470.      518,740.      MT  (+/- 180 meters Scaled)
 TU0315
 TU0315                          SUPERSEDED SURVEY CONTROL
 TU0315
 TU0315.No superseded survey control is available for this station.
 TU0315
 TU0315_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ224515(NAD 83)
 TU0315_MARKER: DB = BENCH MARK DISK
 TU0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0315_SP_SET: WATER WELL
 TU0315_STAMPING: A 12 1969
 TU0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0315
 TU0315  HISTORY     - Date     Condition        Report By
 TU0315  HISTORY     - 1969     MONUMENTED       CGS
 TU0315  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 TU0315
 TU0315                          STATION DESCRIPTION
 TU0315
 TU0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0315'4.65 MI SE FROM HONOLULU.
 TU0315'1.7 MILES EAST ALONG KING STREET FROM THE POST OFFICE AT HONOLULU,
 TU0315'THENCE 2.95 MILES SOUTHEAST ALONG KALAKAUA AVENUE, 42 1/2 FEET WEST OF
 TU0315'THE CENTER LINE OF THE NORTHWEST BOUND LANES OF THE AVENUE, AT THE
 TU0315'NORTHEAST CORNER OF A PARK BETWEEN THE TRAFFIC LANES OF THE AVENUE, IN
 TU0315'THE TOP OF THE NORTHEAST CORNER OF AN 8 BY 10-FOOT CONCRETE STRUCTURE
 TU0315'FOR A WATER WELL, ON THE SOUTHEAST SIDE OF A CIRCULAR TURN-AROUND WITH
 TU0315'A HUGE WATER FOUNTAIN, 23.0 FEET SOUTHEAST OF A METAL LIGHT POLE 70.2
 TU0315'FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE OF THE LOUISE
 TU0315'DILLINGHAM MEMORIAL FOUNTAIN, 0.9 FOOT SOUTHWEST OF THE NORTHEAST
 TU0315'CORNER OF THE STRUCTURE, ABOUT 2 FEET HIGHER THAN THE GROUND AND ABOUT
 TU0315'2 1/2 FEET HIGHER THAN THE AVENUE.
 TU0315
 TU0315                          STATION RECOVERY (1999)
 TU0315
 TU0315'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0276 ***********************************************************************
 TU0276  DESIGNATION -  A 13
 TU0276  PID         -  TU0276
 TU0276  STATE/COUNTY-  HI/HONOLULU
 TU0276  USGS QUAD   -  HONOLULU (1983)
 TU0276
 TU0276                         *CURRENT SURVEY CONTROL
 TU0276  ___________________________________________________________________
 TU0276* NAD 83(1986)-  21 19 18.     (N)    157 51 36.     (W)     SCALED    
 TU0276* LOCAL TIDAL -        15.206  (meters)      49.89   (feet)  ADJ UNCH  
 TU0276  ___________________________________________________________________
 TU0276  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0276
 TU0276  VERT ORDER  -  FIRST     CLASS II
 TU0276
 TU0276.The horizontal coordinates were scaled from a topographic map and have
 TU0276.an estimated accuracy of +/- 6 seconds.
 TU0276
 TU0276.The orthometric height was key entered from printed documents
 TU0276.and not key verified.
 TU0276
 TU0276.The geoid height was determined by GEOID03.
 TU0276
 TU0276;                    North         East    Units  Estimated Accuracy
 TU0276;SPC HI 3     -    17,170.      514,520.      MT  (+/- 180 meters Scaled)
 TU0276
 TU0276                          SUPERSEDED SURVEY CONTROL
 TU0276
 TU0276.No superseded survey control is available for this station.
 TU0276
 TU0276_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ182581(NAD 83)
 TU0276_MARKER: DB = BENCH MARK DISK
 TU0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0276_SP_SET: BRIDGE
 TU0276_STAMPING: A 13 1969
 TU0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0276
 TU0276  HISTORY     - Date     Condition        Report By
 TU0276  HISTORY     - 1969     MONUMENTED       CGS
 TU0276
 TU0276                          STATION DESCRIPTION
 TU0276
 TU0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0276'0.6 MI NW FROM HONOLULU.
 TU0276'0.6 MILE NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION OF
 TU0276'STATE HIGHWAY 61 AT HONOLULU, AT THE INTERSECTION OF LILIHA STREET, IN
 TU0276'THE TOP OF THE WEST CORNER OF A CONCRETE STORM DRAIN, 20.7 FEET
 TU0276'SOUTHWEST OF THE CENTER LINE OF NORTH SCHOOL STREET, 56.9 FEET
 TU0276'NORTHWEST OF THE CENTER LINE OF LILIHA STREET, 16.1 FEET NORTHWEST OF
 TU0276'THE NORTHEAST END OF A CONCRETE GUARDRAIL OF LILIHA STREET BRIDGE OVER
 TU0276'A FREEWAY, 3.9 FEET NORTH-NORTHWEST OF THE CENTER OF THE MANHOLE
 TU0276'COVER, 0.8 FOOT NORTHEAST OF A CYCLONE FENCE, 13.0 FEET SOUTH OF AN
 TU0276'IRON ANGLE POST IN THE FENCE, AND ABOUT 1/2 FOOT HIGHER THAN THE
 TU0276'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0615 ***********************************************************************
 TU0615  DESIGNATION -  A 14
 TU0615  PID         -  TU0615
 TU0615  STATE/COUNTY-  HI/HONOLULU
 TU0615  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0615
 TU0615                         *CURRENT SURVEY CONTROL
 TU0615  ___________________________________________________________________
 TU0615* NAD 83(1986)-  21 22 49.     (N)    158 08 39.     (W)     SCALED    
 TU0615* LOCAL TIDAL -         5.134  (meters)      16.84   (feet)  ADJ UNCH  
 TU0615  ___________________________________________________________________
 TU0615  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU0615
 TU0615  VERT ORDER  -  FIRST     CLASS II
 TU0615
 TU0615.The horizontal coordinates were scaled from a topographic map and have
 TU0615.an estimated accuracy of +/- 6 seconds.
 TU0615
 TU0615.The orthometric height was key entered from printed documents
 TU0615.and not key verified.
 TU0615
 TU0615.The geoid height was determined by GEOID03.
 TU0615
 TU0615;                    North         East    Units  Estimated Accuracy
 TU0615;SPC HI 3     -    23,660.      485,050.      MT  (+/- 180 meters Scaled)
 TU0615
 TU0615                          SUPERSEDED SURVEY CONTROL
 TU0615
 TU0615.No superseded survey control is available for this station.
 TU0615
 TU0615_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ887644(NAD 83)
 TU0615_MARKER: DB = BENCH MARK DISK
 TU0615_SETTING: 0 = UNSPECIFIED SETTING
 TU0615_STAMPING: A 14 1969
 TU0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0615
 TU0615  HISTORY     - Date     Condition        Report By
 TU0615  HISTORY     - 1969     MONUMENTED       CGS
 TU0615
 TU0615                          STATION DESCRIPTION
 TU0615
 TU0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0615'0.35 MI SE FROM NANAKULI.
 TU0615'0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0615'NANAKULI, AT THE JUNCTION OF AN ENTRANCE ROAD TO AUPAKA BEACH PARK, IN
 TU0615'THE TOP OF A CONCRETE AND ROCK RETAINING WALL WHICH IS ALONG THE
 TU0615'NORTHWEST SIDE OF THE ROAD, 15.5 FEET NORTHWEST OF THE CENTER LINE OF
 TU0615'THE ROAD TO PARK, 38.8 FEET NORTH OF AN IRON POST SUPPORTING A NO DOGS
 TU0615'ALLOWED SIGN, 1.5 FEET EAST OF THE SOUTHWEST END OF THE RETAINING
 TU0615'WALL, 38.0 FEET SOUHTWEST OF THE SOUTHWEST RAIL OF A RAILROAD TRACK,
 TU0615'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0367 ***********************************************************************
 TU0367  DESIGNATION -  A 16
 TU0367  PID         -  TU0367
 TU0367  STATE/COUNTY-  HI/HONOLULU
 TU0367  USGS QUAD   -  KANEOHE (1983)
 TU0367
 TU0367                         *CURRENT SURVEY CONTROL
 TU0367  ___________________________________________________________________
 TU0367* NAD 83(1986)-  21 23 08.     (N)    157 47 27.     (W)     SCALED    
 TU0367* LOCAL TIDAL -        69.700  (meters)     228.67   (feet)  ADJ UNCH  
 TU0367  ___________________________________________________________________
 TU0367  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0367
 TU0367  VERT ORDER  -  FIRST     CLASS II
 TU0367
 TU0367.The horizontal coordinates were scaled from a topographic map and have
 TU0367.an estimated accuracy of +/- 6 seconds.
 TU0367
 TU0367.The orthometric height was key entered from printed documents
 TU0367.and not key verified.
 TU0367
 TU0367.The geoid height was determined by GEOID03.
 TU0367
 TU0367;                    North         East    Units  Estimated Accuracy
 TU0367;SPC HI 3     -    24,250.      521,690.      MT  (+/- 180 meters Scaled)
 TU0367
 TU0367                          SUPERSEDED SURVEY CONTROL
 TU0367
 TU0367.No superseded survey control is available for this station.
 TU0367
 TU0367_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ253653(NAD 83)
 TU0367_MARKER: DB = BENCH MARK DISK
 TU0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0367_SP_SET: ABUTMENT
 TU0367_STAMPING: A 16 1969
 TU0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0367
 TU0367  HISTORY     - Date     Condition        Report By
 TU0367  HISTORY     - 1969     MONUMENTED       CGS
 TU0367
 TU0367                          STATION DESCRIPTION
 TU0367
 TU0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0367'2.65 MI SE FROM KANEOHE.
 TU0367'2.65 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0367'KANEOHE, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 TU0367'ABUTMENT OF A BRIDGE UNDER THE NORTHWEST BOUND LANES, 25.0 FEET
 TU0367'NORTHEAST OF THE CENTER LINE OF THE NORTHWEST BOUND LANES OF THE
 TU0367'HIGHWAY, 1.1 FEET NORTHWEST OF THE BASE OF THE BRIDGE RAILING, AND
 TU0367'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0262 ***********************************************************************
 TU0262  DESIGNATION -  A 19
 TU0262  PID         -  TU0262
 TU0262  STATE/COUNTY-  HI/HONOLULU
 TU0262  USGS QUAD   -  HONOLULU (1983)
 TU0262
 TU0262                         *CURRENT SURVEY CONTROL
 TU0262  ___________________________________________________________________
 TU0262* NAD 83(1986)-  21 20 36.     (N)    157 52 46.     (W)     SCALED    
 TU0262* LOCAL TIDAL -        32.839  (meters)     107.74   (feet)  ADJ UNCH  
 TU0262  ___________________________________________________________________
 TU0262  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU0262
 TU0262  VERT ORDER  -  SECOND    CLASS 0
 TU0262
 TU0262.The horizontal coordinates were scaled from a topographic map and have
 TU0262.an estimated accuracy of +/- 6 seconds.
 TU0262
 TU0262.The orthometric height was key entered from printed documents
 TU0262.and not key verified.
 TU0262
 TU0262.The geoid height was determined by GEOID03.
 TU0262
 TU0262;                    North         East    Units  Estimated Accuracy
 TU0262;SPC HI 3     -    19,570.      512,510.      MT  (+/- 180 meters Scaled)
 TU0262
 TU0262                          SUPERSEDED SURVEY CONTROL
 TU0262
 TU0262.No superseded survey control is available for this station.
 TU0262
 TU0262_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ161605(NAD 83)
 TU0262_MARKER: DB = BENCH MARK DISK
 TU0262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0262_SP_SET: CONCRETE PAD
 TU0262_STAMPING: A 19 1973
 TU0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0262
 TU0262  HISTORY     - Date     Condition        Report By
 TU0262  HISTORY     - 1973     MONUMENTED       NGS
 TU0262
 TU0262                          STATION DESCRIPTION
 TU0262
 TU0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TU0262'2.7 MI NW FROM HONOLULU.
 TU0262'2.6 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION OF
 TU0262'STATE HIGHWAY 61 AT HONOLULU, THENCE WEST ALONG NOTLEY STREET FOR 0.1
 TU0262'MILE TO THE EAST ENTRANCE (PATCH GATE) INTO FORT SHAFTER AND THE MARK
 TU0262'ON THE WEST SIDE OF THE GUARD GATE.  IT IS 6.5 FEET WEST OF THE WEST
 TU0262'EDGE OF THE GUARD SHACK, 4.0 FEET SOUTH OF THE PROJECTED CENTER OF
 TU0262'WISSER ROAD (THIS ROAD STARTS AT THE ENTRANCE INTO FORT SHAFTER), 2.0
 TU0262'FEET EAST OF A LIGHT POLE AND IS CEMENTED IN A DRILL HOLE IN THE
 TU0262'CONCRETE PAD WHERE THE GUARD SHACK SETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0045 ***********************************************************************
 TU0045  DESIGNATION -  A 2
 TU0045  PID         -  TU0045
 TU0045  STATE/COUNTY-  HI/HAWAII
 TU0045  USGS QUAD   -  HILO (1995)
 TU0045
 TU0045                         *CURRENT SURVEY CONTROL
 TU0045  ___________________________________________________________________
 TU0045* NAD 83(1986)-  19 38 44.     (N)    155 02 54.     (W)     SCALED    
 TU0045* LOCAL TIDAL -        84.620  (meters)     277.62   (feet)  ADJ UNCH  
 TU0045  ___________________________________________________________________
 TU0045  GEOID HEIGHT-          17.92  (meters)                     GEOID03
 TU0045
 TU0045  VERT ORDER  -  FIRST     CLASS I
 TU0045
 TU0045.The horizontal coordinates were scaled from a topographic map and have
 TU0045.an estimated accuracy of +/- 6 seconds.
 TU0045
 TU0045.The orthometric height was key entered from printed documents
 TU0045.and not key verified.
 TU0045
 TU0045.The geoid height was determined by GEOID03.
 TU0045
 TU0045;                    North         East    Units  Estimated Accuracy
 TU0045;SPC HI 1     -    89,970.      547,370.      MT  (+/- 180 meters Scaled)
 TU0045
 TU0045                          SUPERSEDED SURVEY CONTROL
 TU0045
 TU0045.No superseded survey control is available for this station.
 TU0045
 TU0045_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB852735(NAD 83)
 TU0045_MARKER: DB = BENCH MARK DISK
 TU0045_SETTING: 66 = SET IN ROCK OUTCROP
 TU0045_SP_SET: LAVA OUTCROP
 TU0045_STAMPING: A 2 1926
 TU0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0045+STABILITY: POSITION/ELEVATION WELL
 TU0045
 TU0045  HISTORY     - Date     Condition        Report By
 TU0045  HISTORY     - 1926     MONUMENTED       CGS
 TU0045  HISTORY     - 1975     GOOD             NGS
 TU0045
 TU0045                          STATION DESCRIPTION
 TU0045
 TU0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0045'6.50 MI SE FROM HILO.
 TU0045'0.15 MILE SOUTHEAST ALONG KINOOLE STREET FROM THE POST OFFICE IN HILO,
 TU0045'THENCE 0.05 MILE NORTHEAST ALONG HAILI STREET, THENCE 4.25 MILES ALONG
 TU0045'KILAUEA AVE. THENCE 2.05 MILES SOUTHEAST ALONG STATE HIGHWAY 11, ABOUT
 TU0045'0.05 MILE NORTHWEST OF MACADAMIA NUT ORCHARD ROAD AND CROSSOVER ROAD,
 TU0045'ALSO 1.95 MILES NORTH FROM THE POST OFFICE IN KEAAU, 73.0 FEET
 TU0045'SOUTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF ST. HWY.
 TU0045'11, IN TOP OF A LARGE LAVA OUTCROP IN THE MEDIAN STRIP APPROX, 5.0
 TU0045'FEET NORTHWEST OF A 20.0 FOOT HIGH LAVA OUTCROP, 1 1/2 ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0027 ***********************************************************************
 TU0027  DESIGNATION -  A 20
 TU0027  PID         -  TU0027
 TU0027  STATE/COUNTY-  HI/HAWAII
 TU0027  USGS QUAD   -  HILO (1995)
 TU0027
 TU0027                         *CURRENT SURVEY CONTROL
 TU0027  ___________________________________________________________________
 TU0027* NAD 83(1986)-  19 43 21.     (N)    155 04 12.     (W)     SCALED    
 TU0027* LOCAL TIDAL -         4.011  (meters)      13.16   (feet)  ADJ UNCH  
 TU0027  ___________________________________________________________________
 TU0027  GEOID HEIGHT-          18.00  (meters)                     GEOID03
 TU0027
 TU0027  VERT ORDER  -  FIRST     CLASS I
 TU0027
 TU0027.The horizontal coordinates were scaled from a topographic map and have
 TU0027.an estimated accuracy of +/- 6 seconds.
 TU0027
 TU0027.The orthometric height was key entered from printed documents
 TU0027.and not key verified.
 TU0027
 TU0027.The geoid height was determined by GEOID03.
 TU0027
 TU0027;                    North         East    Units  Estimated Accuracy
 TU0027;SPC HI 1     -    98,480.      545,080.      MT  (+/- 180 meters Scaled)
 TU0027
 TU0027                          SUPERSEDED SURVEY CONTROL
 TU0027
 TU0027.No superseded survey control is available for this station.
 TU0027
 TU0027_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB830820(NAD 83)
 TU0027_MARKER: DB = BENCH MARK DISK
 TU0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0027_SP_SET: SIDEWALK
 TU0027_STAMPING: A 20 1975
 TU0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0027
 TU0027  HISTORY     - Date     Condition        Report By
 TU0027  HISTORY     - 1975     MONUMENTED       NGS
 TU0027  HISTORY     - 19970120 MARK NOT FOUND   USPSQD
 TU0027
 TU0027                          STATION DESCRIPTION
 TU0027
 TU0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0027'IN HILO.
 TU0027'0.40 MILE WEST ALONG KAMEHAMEHA AVE. (ST. HWY. 19) FROM THE
 TU0027'INTERSECTIONS OF STATE HIGHWAYS 11 AND 19 AT THE NORTHWEST CORNER OF
 TU0027'KAMEHAMEHA AVE. AND LIHWAI STREET, IN TOP OF THE SIDEWALK ON THE NORTH
 TU0027'SIDE OF THE AVE. NEAR THE EAST END OF THE BRIDGE OVER THE WAILOA
 TU0027'RIVER, 33.4 FEET WEST OF THE WEST CURB OF LIHIWAI ST., 7.10 FEET NORTH
 TU0027'OF THE NORTH CURB OF KAMEHAMEHA AVE., 1/2 FOOT SOUTH OF SOUTH EDGE OF
 TU0027'BANISTER, 3 INCHES ABOVE AVE., AND FLUSH WITH SIDEWALK.
 TU0027
 TU0027                          STATION RECOVERY (1997)
 TU0027
 TU0027'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0145 ***********************************************************************
 TU0145  DESIGNATION -  A 21
 TU0145  PID         -  TU0145
 TU0145  STATE/COUNTY-  HI/HAWAII
 TU0145  USGS QUAD   -  MAUNA LOA (1993)
 TU0145
 TU0145                         *CURRENT SURVEY CONTROL
 TU0145  ___________________________________________________________________
 TU0145* NAD 83(1986)-  19 28 29.     (N)    155 36 21.     (W)     SCALED    
 TU0145* LOCAL TIDAL -      4169.364  (meters)   13678.99   (feet)  ADJ UNCH  
 TU0145  ___________________________________________________________________
 TU0145  GEOID HEIGHT-          27.53  (meters)                     GEOID03
 TU0145
 TU0145  VERT ORDER  -  FIRST     CLASS I
 TU0145
 TU0145.The horizontal coordinates were scaled from a topographic map and have
 TU0145.an estimated accuracy of +/- 6 seconds.
 TU0145
 TU0145.The orthometric height was key entered from printed documents
 TU0145.and not key verified.
 TU0145
 TU0145.The geoid height was determined by GEOID03.
 TU0145
 TU0145;                    North         East    Units  Estimated Accuracy
 TU0145;SPC HI 1     -    71,000.      488,890.      MT  (+/- 180 meters Scaled)
 TU0145
 TU0145                          SUPERSEDED SURVEY CONTROL
 TU0145
 TU0145.No superseded survey control is available for this station.
 TU0145
 TU0145_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB264554(NAD 83)
 TU0145_MARKER: DB = BENCH MARK DISK
 TU0145_SETTING: 66 = SET IN ROCK OUTCROP
 TU0145_SP_SET: BEDROCK
 TU0145_STAMPING: A 21 1975
 TU0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0145+STABILITY: POSITION/ELEVATION WELL
 TU0145
 TU0145  HISTORY     - Date     Condition        Report By
 TU0145  HISTORY     - 1975     MONUMENTED       NGS
 TU0145
 TU0145                          STATION DESCRIPTION
 TU0145
 TU0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0145'33.70 MI SW FROM VOLCANO.
 TU0145'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0145'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0145'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG THE MAUNA LOA ROAD,
 TU0145'CONTINUE 16.15 MILES SOUTHWESTERLY ALONG MAUNA LOA TRAIL FROM THE END
 TU0145'OF THE ROAD TO THE JUNCTION OF THE JEEP TRAIL, TURN LEFT
 TU0145'(SOUTHWESTERLY) AND FOLLOW JEEP TRAIL FOR 1.15 MILES TO WHERE JEEP
 TU0145'TRAIL ENDS, TURN SOUTH AND FOLLOW CAIRN TRAIL MARKERS UP TO AND FOLLOW
 TU0145'THE CRATERS RIM FOR 0.95 MILE TO THE HIGHEST POINT OF MAUNA LOA, IN
 TU0145'TOP OF A LAVA OUTCROP, ON THE WEST SIDE OF CRATER AND APPROXIMATELY
 TU0145'8.0 FEET WEST OF THE EDGE OF CRATER, 4.0 FEET NORTH OF A CAIRN, 4.0
 TU0145'FEET SOUTHEAST OF A CAIRN, AND 0.15 MILE SOUTH OF BM A 1, AND ABOUT
 TU0145'LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0139 ***********************************************************************
 TU0139  DESIGNATION -  A 22
 TU0139  PID         -  TU0139
 TU0139  STATE/COUNTY-  HI/HAWAII
 TU0139  USGS QUAD   -  MAUNA LOA (1993)
 TU0139
 TU0139                         *CURRENT SURVEY CONTROL
 TU0139  ___________________________________________________________________
 TU0139* NAD 83(1986)-  19 29 34.     (N)    155 35 29.     (W)     SCALED    
 TU0139* LOCAL TIDAL -      4021.828  (meters)   13194.95   (feet)  ADJ UNCH  
 TU0139  ___________________________________________________________________
 TU0139  GEOID HEIGHT-          27.69  (meters)                     GEOID03
 TU0139
 TU0139  VERT ORDER  -  FIRST     CLASS I
 TU0139
 TU0139.The horizontal coordinates were scaled from a topographic map and have
 TU0139.an estimated accuracy of +/- 6 seconds.
 TU0139
 TU0139.The orthometric height was key entered from printed documents
 TU0139.and not key verified.
 TU0139
 TU0139.The geoid height was determined by GEOID03.
 TU0139
 TU0139;                    North         East    Units  Estimated Accuracy
 TU0139;SPC HI 1     -    73,000.      490,410.      MT  (+/- 180 meters Scaled)
 TU0139
 TU0139                          SUPERSEDED SURVEY CONTROL
 TU0139
 TU0139.No superseded survey control is available for this station.
 TU0139
 TU0139_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB279574(NAD 83)
 TU0139_MARKER: DB = BENCH MARK DISK
 TU0139_SETTING: 66 = SET IN ROCK OUTCROP
 TU0139_SP_SET: BEDROCK
 TU0139_STAMPING: A 22 1975
 TU0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0139+STABILITY: POSITION/ELEVATION WELL
 TU0139
 TU0139  HISTORY     - Date     Condition        Report By
 TU0139  HISTORY     - 1975     MONUMENTED       NGS
 TU0139
 TU0139                          STATION DESCRIPTION
 TU0139
 TU0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0139'32.05 MI SW FROM VOLCANO.
 TU0139'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0139'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0139'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG THE MAUNA LOA ROAD,
 TU0139'CONTINUE 16.15 MILES SOUTHWESTERLY ALONG THE MAUNA LOA TRAIL FROM THE
 TU0139'END OF ROAD TO THE JUNCTION OF JEEP TRAIL, TURN LEFT (SOUTHWESTERLY)
 TU0139'AND FOLLOW JEEP TRAIL FOR 0.45 MILE TO MARK ON LEFT, IN TOP OF A LAVA
 TU0139'BEDROCK, 10.0 FEET SOUTHEAST OF THE CENTER OF JEEP TRAIL, AND 3 1/2
 TU0139'FEET ABOVE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0879 ***********************************************************************
 TU0879  DESIGNATION -  A 23
 TU0879  PID         -  TU0879
 TU0879  STATE/COUNTY-  HI/MAUI
 TU0879  USGS QUAD   -  MAKENA (1995)
 TU0879
 TU0879                         *CURRENT SURVEY CONTROL
 TU0879  ___________________________________________________________________
 TU0879* NAD 83(1986)-  20 36 43.     (N)    156 25 52.     (W)     SCALED    
 TU0879* LOCAL TIDAL -        14.578  (meters)      47.83   (feet)  ADJUSTED  
 TU0879  ___________________________________________________________________
 TU0879  GEOID HEIGHT-          16.43  (meters)                     GEOID03
 TU0879
 TU0879  VERT ORDER  -  FIRST     CLASS I
 TU0879
 TU0879.The horizontal coordinates were scaled from a topographic map and have
 TU0879.an estimated accuracy of +/- 6 seconds.
 TU0879
 TU0879.The orthometric height was determined by differential leveling
 TU0879.and adjusted by the National Geodetic Survey in December 2003..
 TU0879.No vertical observational check was made to the station.
 TU0879
 TU0879.The geoid height was determined by GEOID03.
 TU0879
 TU0879;                    North         East    Units  Estimated Accuracy
 TU0879;SPC HI 2     -    30,860.      524,550.      MT  (+/- 180 meters Scaled)
 TU0879
 TU0879                          SUPERSEDED SURVEY CONTROL
 TU0879
 TU0879.No superseded survey control is available for this station.
 TU0879
 TU0879_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH677813(NAD 83)
 TU0879_MARKER: DV = VERTICAL CONTROL DISK
 TU0879_SETTING: 66 = SET IN ROCK OUTCROP
 TU0879_SP_SET: SET IN ROCK OUTCROP
 TU0879_STAMPING: A 23 1979
 TU0879_MARK LOGO: NGS   
 TU0879_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0879+STABILITY: POSITION/ELEVATION WELL
 TU0879
 TU0879  HISTORY     - Date     Condition        Report By
 TU0879  HISTORY     - 1979     MONUMENTED       NGS
 TU0879
 TU0879                          STATION DESCRIPTION
 TU0879
 TU0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0879'3.4 MILES SOUTH ALONG KIHEI ROAD (LEADING TO LA PEROUSE BAY) FROM THE
 TU0879'JUNCTION OF STATE HIGHWAY 31 IN MAKENA, SET IN TOP OF A LARGE LAVA
 TU0879'FLOW OUTCROP, ABOUT 0.3 MILE SOUTH OF THE NORTH EDGE OF THE LAVA FLOW,
 TU0879'82 FEET SOUTHEAST OF UTILITY POLE NUMBER 16 AND 27 FEET EAST OF THE
 TU0879'CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0914 ***********************************************************************
 TU0914  DESIGNATION -  A 24
 TU0914  PID         -  TU0914
 TU0914  STATE/COUNTY-  HI/MAUI
 TU0914  USGS QUAD   -  PAIA (1997)
 TU0914
 TU0914                         *CURRENT SURVEY CONTROL
 TU0914  ___________________________________________________________________
 TU0914* NAD 83(1986)-  20 50 27.     (N)    156 20 35.     (W)     SCALED    
 TU0914* LOCAL TIDAL -       411.728  (meters)    1350.81   (feet)  ADJUSTED  
 TU0914  ___________________________________________________________________
 TU0914  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU0914
 TU0914  VERT ORDER  -  FIRST     CLASS I
 TU0914
 TU0914.The horizontal coordinates were scaled from a topographic map and have
 TU0914.an estimated accuracy of +/- 6 seconds.
 TU0914
 TU0914.The orthometric height was determined by differential leveling
 TU0914.and adjusted by the National Geodetic Survey in December 2003..
 TU0914
 TU0914.The geoid height was determined by GEOID03.
 TU0914
 TU0914;                    North         East    Units  Estimated Accuracy
 TU0914;SPC HI 2     -    56,220.      533,680.      MT  (+/- 180 meters Scaled)
 TU0914
 TU0914                          SUPERSEDED SURVEY CONTROL
 TU0914
 TU0914.No superseded survey control is available for this station.
 TU0914
 TU0914_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ764068(NAD 83)
 TU0914_MARKER: DV = VERTICAL CONTROL DISK
 TU0914_SETTING: 66 = SET IN ROCK OUTCROP
 TU0914_SP_SET: SET IN ROCK OUTCROP
 TU0914_STAMPING: A 24 1979
 TU0914_MARK LOGO: NGS   
 TU0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0914+STABILITY: POSITION/ELEVATION WELL
 TU0914
 TU0914  HISTORY     - Date     Condition        Report By
 TU0914  HISTORY     - 1979     MONUMENTED       NGS
 TU0914
 TU0914                          STATION DESCRIPTION
 TU0914
 TU0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0914'0.8 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 TU0914'HIGHWAY 400 IN PUKALANI, ACROSS THE ROAD FROM HOUSE NUMBER 3031, SET
 TU0914'IN TOP OF LAVA FLOW OUTCROP, 14 FEET WEST OF THE CENTER OF THE
 TU0914'HIGHWAY, 6 FEET EAST OF A WIRE FENCE, AND 3 FEET NORTH OF THE EXTENDED
 TU0914'CENTER LINE OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0436 ***********************************************************************
 TU0436  DESIGNATION -  A 5 RESET 1968
 TU0436  PID         -  TU0436
 TU0436  STATE/COUNTY-  HI/HONOLULU
 TU0436  USGS QUAD   -  HONOLULU (1983)
 TU0436
 TU0436                         *CURRENT SURVEY CONTROL
 TU0436  ___________________________________________________________________
 TU0436* NAD 83(1986)-  21 16 23.     (N)    157 48 58.     (W)     SCALED    
 TU0436* LOCAL TIDAL -         2.627  (meters)       8.62   (feet)  ADJ UNCH  
 TU0436  ___________________________________________________________________
 TU0436  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU0436
 TU0436  VERT ORDER  -  FIRST     CLASS II
 TU0436
 TU0436.The horizontal coordinates were scaled from a topographic map and have
 TU0436.an estimated accuracy of +/- 6 seconds.
 TU0436
 TU0436.The orthometric height was key entered from printed documents
 TU0436.and not key verified.
 TU0436
 TU0436.The geoid height was determined by GEOID03.
 TU0436
 TU0436;                    North         East    Units  Estimated Accuracy
 TU0436;SPC HI 3     -    11,790.      519,080.      MT  (+/- 180 meters Scaled)
 TU0436
 TU0436                          SUPERSEDED SURVEY CONTROL
 TU0436
 TU0436.No superseded survey control is available for this station.
 TU0436
 TU0436_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ228528(NAD 83)
 TU0436_MARKER: DB = BENCH MARK DISK
 TU0436_SETTING: 0 = UNSPECIFIED SETTING
 TU0436_STAMPING: A 5 1928 1962 RESET 1968
 TU0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0436
 TU0436  HISTORY     - Date     Condition        Report By
 TU0436  HISTORY     - 1968     MONUMENTED       CGS
 TU0436  HISTORY     - 1969     GOOD             NGS
 TU0436  HISTORY     - 19990325 GOOD             USPSQD
 TU0436
 TU0436                          STATION DESCRIPTION
 TU0436
 TU0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0436'IN HONOLULU.
 TU0436'IN THE WAIKIKI DISTRICT OF HONOLULU, ON THE SOUTH SIDE OF KAPAHULU
 TU0436'AVENUE BETWEEN THE AVENUE AND LEAHI AVENUE ON THE GROUNDS OF THE
 TU0436'WAIKIKI FIRE STATION NO. 7, IN THE FLOOR AT THE EAST OF THREE MAIN
 TU0436'DOORS OF THE KAPAHULU AVENUE EXIT FROM THE APPARATUS FLOOR STATION,
 TU0436'0.5 FOOT WEST OF THE EAST SIDE OF THE DOOR AND JUST OUTSIDE THE DOOR
 TU0436'WHEN CLOSED.
 TU0436
 TU0436                          STATION RECOVERY (1999)
 TU0436
 TU0436'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0201 ***********************************************************************
 TU0201  DESIGNATION -  A 6
 TU0201  PID         -  TU0201
 TU0201  STATE/COUNTY-  HI/MAUI
 TU0201  USGS QUAD   -  PUU O KALI (1992)
 TU0201
 TU0201                         *CURRENT SURVEY CONTROL
 TU0201  ___________________________________________________________________
 TU0201* NAD 83(1986)-  20 49 29.     (N)    156 24 22.     (W)     SCALED    
 TU0201* LOCAL TIDAL -       137.775  (meters)     452.02   (feet)  ADJ UNCH  
 TU0201  ___________________________________________________________________
 TU0201  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU0201
 TU0201  VERT ORDER  -  FIRST     CLASS II
 TU0201
 TU0201.The horizontal coordinates were scaled from a topographic map and have
 TU0201.an estimated accuracy of +/- 6 seconds.
 TU0201
 TU0201.The orthometric height was key entered from printed documents
 TU0201.and not key verified.
 TU0201
 TU0201.The geoid height was determined by GEOID03.
 TU0201
 TU0201;                    North         East    Units  Estimated Accuracy
 TU0201;SPC HI 2     -    54,420.      527,120.      MT  (+/- 180 meters Scaled)
 TU0201
 TU0201                          SUPERSEDED SURVEY CONTROL
 TU0201
 TU0201.No superseded survey control is available for this station.
 TU0201
 TU0201_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ699049(NAD 83)
 TU0201_MARKER: DB = BENCH MARK DISK
 TU0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0201_STAMPING: A 6 1950
 TU0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0201+STABILITY: SURFACE MOTION
 TU0201
 TU0201  HISTORY     - Date     Condition        Report By
 TU0201  HISTORY     - 1950     MONUMENTED       CGS
 TU0201  HISTORY     - 1968     GOOD             NGS
 TU0201  HISTORY     - 19970619 GOOD             USPSQD
 TU0201
 TU0201                          STATION DESCRIPTION
 TU0201
 TU0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0201'4 MI SE FROM PUUNENE.
 TU0201'THE MARK WAS FOUND UNDER A 1-FOOT COVER OF DIRT, AND IS NOW CLOSER TO
 TU0201'THE BRIDGE AND ROAD THAN PREVIOUSLY DESCRIBED.  A WITNESS POST WAS SET
 TU0201'AND THE MONUMENT WAS PAINTED YELLOW.  TO REACH FROM JUNCTION OF PUU
 TU0201'NENE AVE. AND STATE HIGHWAY 35 IN PUU NENE, GO SOUTH ON PUU NENE AVE.
 TU0201'FOR 0.15 MILE TO CROSSROAD.  TURN LEFT AND FOLLOW WIDE MACADAM ROAD
 TU0201'SOUTHEAST FOR 3.9 MILES TO T-ROAD RIGHT.  TURN RIGHT AND GO 0.5 MILE
 TU0201'TO LOWRIE DITCH, AND THE MARK ON LEFT, ON WEST SIDE OF CANAL. 15.5
 TU0201'FEET NORTH OF CENTER LINE OF ROAD, WEST, ACROSS CANAL, FROM HC AND S
 TU0201'SIGN 406, 4.5 FEET NORTHWEST OF A 2-INCH TRIANGLE CHISLED INTO THE TOP
 TU0201'OF THE WEST END OF THE NORTH CONCRETE BRIDGE ABUTMENT, 3.4 FEET NORTH
 TU0201'OF AN IRON POST WITH A RED REFLECTOR ON IT, 16 INCHES NORTH OF A WHITE
 TU0201'WITNESS POST, 20 INCHES WEST OF THE TOP EDGE OF THE CONCRETE CANAL
 TU0201'WALL, 6 INCHES HIGHER THAN THE TOP OF THE WALL, 2 FEET LOWER THAN TOP
 TU0201'OF BRIDGE ABUTMENT, AND SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU0201'MONUMENT PROJECTING 4 INCHES FROM GROUND AND PAINTED YELLOW.
 TU0201
 TU0201                          STATION RECOVERY (1997)
 TU0201
 TU0201'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2390 ***********************************************************************
 TU2390  DESIGNATION -  AA
 TU2390  PID         -  TU2390
 TU2390  STATE/COUNTY-  HI/HAWAII
 TU2390  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2390
 TU2390                         *CURRENT SURVEY CONTROL
 TU2390  ___________________________________________________________________
 TU2390* NAD 83(1993)-  19 22 48.41216(N)    155 19 36.65853(W)     ADJUSTED  
 TU2390* LOCAL TIDAL -      1020.73   (meters)    3348.8    (feet)  LEVELING  
 TU2390  ___________________________________________________________________
 TU2390  EPOCH DATE  -        1993.62
 TU2390  LAPLACE CORR-         -11.73  (seconds)                    DEFLEC99
 TU2390  GEOID HEIGHT-          22.97  (meters)                     GEOID03
 TU2390
 TU2390  HORZ ORDER  -  THIRD
 TU2390  VERT ORDER  -  THIRD
 TU2390
 TU2390.The horizontal coordinates were established by classical geodetic methods
 TU2390.and adjusted by the National Geodetic Survey in December 1998..
 TU2390.The horizontal coordinates are valid at the epoch date displayed above.
 TU2390.The epoch date for horizontal control is a decimal equivalence
 TU2390.of Year/Month/Day.
 TU2390
 TU2390.The orthometric height was determined by differential leveling.
 TU2390.The vertical network tie was performed by a horz. field party for horz.
 TU2390.obs reductions. Reset procedures were used to establish the elevation.
 TU2390
 TU2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2390
 TU2390.The geoid height was determined by GEOID03.
 TU2390
 TU2390;                    North         East     Units Scale Factor Converg.
 TU2390;SPC HI 1     -    60,532.143   518,188.973   MT  0.99997075   +0 03 26.8
 TU2390;UTM  05      - 2,144,534.520   255,608.043   MT  1.00033835   -0 46 21.0
 TU2390
 TU2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2390!SPC HI 1     -   0.99983596  x   0.99997075  =   0.99980671
 TU2390!UTM  05      -   0.99983596  x   1.00033835  =   1.00017425
 TU2390
 TU2390:                Primary Azimuth Mark                     Grid Az
 TU2390:SPC HI 1     -  CONE PEAK                                058 53 06.8
 TU2390:UTM  05      -  CONE PEAK                                059 42 54.6
 TU2390
 TU2390|---------------------------------------------------------------------|
 TU2390| PID    Reference Object                     Distance      Geod. Az  |
 TU2390|                                                           dddmmss.s |
 TU2390| TU2389 CONE PEAK                           APPROX. 2.5 KM 0585633.6 |
 TU2390|---------------------------------------------------------------------|
 TU2390
 TU2390                          SUPERSEDED SURVEY CONTROL
 TU2390
 TU2390  NAD 83(1986)-  19 22 48.42691(N)    155 19 36.72717(W) AD(       ) 3
 TU2390  OLD HI      -  19 23 00.34200(N)    155 19 46.67000(W) AD(       ) 3
 TU2390
 TU2390.Superseded values are not recommended for survey control.
 TU2390.NGS no longer adjusts projects to the OLD HI datum.
 TU2390.See file dsdata.txt to determine how the superseded data were derived.
 TU2390
 TU2390_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5560844535(NAD 83)
 TU2390_MARKER: DD = SURVEY DISK
 TU2390_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU2390_SP_SET: UNSPECIFIED ROCK
 TU2390_STAMPING: AA
 TU2390_MARK LOGO: USGS  
 TU2390_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2390
 TU2390  HISTORY     - Date     Condition        Report By
 TU2390  HISTORY     - 1920     MONUMENTED       USGS
 TU2390  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2390  HISTORY     - 1967     GOOD             CGS
 TU2390
 TU2390                          STATION DESCRIPTION
 TU2390
 TU2390'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2390'IN SOUTHEAST HAWAII, 3-1/4 MILES SOUTHWEST OF HALEMAUMAU, AND 1-1/2
 TU2390'MILES SOUTHEAST OF KAU ROAD, IN THE HIGHEST PART OF AN OLD
 TU2390'SAND-COVERED RIDGE OF AA LAVA.  MARK, A BRONZE TABLET SET IN SOLID
 TU2390'ROCK ON TOP OF A ROCK MOUND.
 TU2390
 TU2390                          STATION RECOVERY (1967)
 TU2390
 TU2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2390'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2390'DESCRIPTION FOLLOWS--
 TU2390'
 TU2390'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF HALEMAUMAU
 TU2390'CRATER, 5-1/2 MILES SOUTHWEST OF KILAUEA MILITARY CAMP, 1-1/3
 TU2390'MILES SOUTHEAST ON STATE HIGHWAY 11, AND 1400 FEET NORTHWEST OF
 TU2390'THE KAU DESERT TRAIL, AT 3349 FEET ELEVATION, ON A LOW, FLAT,
 TU2390'SANDY HILL WITH LAVA OUTCROPS, THAT IS THE HIGHEST POINT IN THE
 TU2390'VICINITY.  IT IS ON A ROCK MOUND THAT IS THE HIGHEST POINT OF
 TU2390'THE HILL.
 TU2390'
 TU2390'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2390'HEADQUARTERS, GO WEST ON THE CRATER RIM ROAD FOR 1.8 MILES.  TURN
 TU2390'RIGHT AND GO 0.1 MILE TO STATE HIGHWAY 11.  TURN LEFT AND GO
 TU2390'SOUTHWEST OF STATE HIGHWAY 11 FOR 4.5 MILES TO END OF TRUCK
 TU2390'TRAVEL AT POWER-LINE POLE 66 AND TELEPHONE POLE 795 ON THE
 TU2390'LEFT.  WALK SOUTHEAST ACROSS ROUGH LAVA LAND ABOUT 1-1/2 MILES
 TU2390'TO STATION.
 TU2390'
 TU2390'STATION MARK IS A U.S.G.S. DISK, STAMPED AA, CEMENTED IN A DRILL
 TU2390'HOLE IN TOP OF ROCK MOUND.  IT IS ABOUT 100 FEET SOUTHEAST OF A
 TU2390'SMOOTH, BROWN, LAVA DOME WHICH IS THE ONLY SMOOTH LAVA FORMATION
 TU2390'ON THE HILL.
 TU2390
 TU2390                          STATION RECOVERY (1967)
 TU2390
 TU2390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU2390'THE FOLLOWING TEXT IS FROM A 1967 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2390'STATION IS LOCATED ABOUT 3.25 MILES (5.23 KM) SOUTHWEST OF HALEMAUMAU
 TU2390'CRATER, 5.5 MILES (8.9 KM) SOUTHWEST OF KILAUEA MILITARY CAMP, 1.33
 TU2390'MILES (2.14 KM) SOUTHEAST ON STATE HIGHWAY 11, AND 1400 FEET
 TU2390'(426.7 M) NORTHWEST OF THE KAU DESERT TRAIL, AT 3349 FEET (1020.8 M)
 TU2390'ELEVATION, ON A LOW, FLAT, SANDY HILL WITH LAVA OUTCROPS, THAT IS THE
 TU2390'HIGHEST POINT IN THE VICINITY.  IT IS ON A ROCK MOUND THAT IS THE
 TU2390'HIGHEST POINT OF THE HILL. TO REACH STATION FROM THE HAWAII VOLCANOES
 TU2390'NATIONAL PARK HEADQUARTERS, GO WEST ON THE CRATER RIM ROAD FOR 1.8
 TU2390'MILES.  TURN RIGHT AND GO 0.1 MILE (0.2 KM) TO STATE HIGHWAY 11.
 TU2390'TURN LEFT AND GO SOUTHWEST OF STATE HIGHWAY 11 FOR 4.5 MILES
 TU2390'(7.2 KM) TO END OF TRUCK TRAVEL AT POWER-LINE POLE 66 AND TELEPHONE
 TU2390'POLE 795 ON THE LEFT.  WALK SOUTHEAST ACROSS ROUGH LAVA LAND ABOUT
 TU2390'1.5 MILES (2.4 KM) TO STATION. STATION MARK IS A USGS DISK, STAMPED
 TU2390'AA, CEMENTED IN A DRILL HOLE IN TOP OF ROCK MOUND.  IT IS ABOUT 100
 TU2390'FEET (30.5 M) SOUTHEAST OF A SMOOTH, BROWN, LAVA DOME WHICH IS THE
 TU2390'ONLY SMOOTH LAVA FORMATION ON THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1945 ***********************************************************************
 TU1945  DESIGNATION -  AAHOAKA
 TU1945  PID         -  TU1945
 TU1945  STATE/COUNTY-  HI/KAUAI
 TU1945  USGS QUAD   -  KAPAA (1996)
 TU1945
 TU1945                         *CURRENT SURVEY CONTROL
 TU1945  ___________________________________________________________________
 TU1945* NAD 83(1993)-  22 02 28.63417(N)    159 22 30.79154(W)     ADJUSTED  
 TU1945* LOCAL TIDAL -                                                        
 TU1945  ___________________________________________________________________
 TU1945  EPOCH DATE  -        1993.62
 TU1945  LAPLACE CORR-         -11.64  (seconds)                    DEFLEC99
 TU1945  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU1945
 TU1945  HORZ ORDER  -  THIRD
 TU1945
 TU1945.The horizontal coordinates were established by classical geodetic methods
 TU1945.and adjusted by the National Geodetic Survey in December 1998..
 TU1945.The horizontal coordinates are valid at the epoch date displayed above.
 TU1945.The epoch date for horizontal control is a decimal equivalence
 TU1945.of Year/Month/Day.
 TU1945
 TU1945
 TU1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1945
 TU1945.The geoid height was determined by GEOID03.
 TU1945
 TU1945;                    North         East     Units Scale Factor Converg.
 TU1945;SPC HI 4     -    23,031.654   512,881.210   MT  0.99999205   +0 02 48.6
 TU1945;UTM  04      - 2,437,444.470   461,280.509   MT  0.99961852   -0 08 26.9
 TU1945
 TU1945                          SUPERSEDED SURVEY CONTROL
 TU1945
 TU1945  NAD 83(1986)-  22 02 28.60614(N)    159 22 30.84150(W) AD(       ) 4
 TU1945  OLD HI      -  22 02 39.94000(N)    159 22 40.91000(W) AD(       ) 3
 TU1945
 TU1945.Superseded values are not recommended for survey control.
 TU1945.NGS no longer adjusts projects to the OLD HI datum.
 TU1945.See file dsdata.txt to determine how the superseded data were derived.
 TU1945
 TU1945_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6128137444(NAD 83)
 TU1945
 TU1945  HISTORY     - Date     Condition        Report By
 TU1945  HISTORY     - 1927     MONUMENTED       CGS
 TU1945  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1945
 TU1945                          STATION DESCRIPTION
 TU1945
 TU1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1945'IN EASTERN PART OF KAUAI, ON THE HIGHEST POINT OF AN ISOLATED
 TU1945'CONE-LIKE HILL SOUTH OF THE WAILUA RAILROAD, AND 2 MILES
 TU1945'INSHORE.  MARKED BY A POLE.
 TU1945
 TU1945                          STATION RECOVERY (1965)
 TU1945
 TU1945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1945'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT WAS MARKED
 TU1945'BY A POLE.
 TU1945'
 TU1945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1945'3-1/2 MILES NORTH-NORTHWEST OF HANAMAULU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2299 ***********************************************************************
 TU2299  DESIGNATION -  AAHUWELA RESET
 TU2299  PID         -  TU2299
 TU2299  STATE/COUNTY-  HI/HAWAII
 TU2299  USGS QUAD   -  PUA AKALA (1981)
 TU2299
 TU2299                         *CURRENT SURVEY CONTROL
 TU2299  ___________________________________________________________________
 TU2299* NAD 83(1993)-  19 47 01.03385(N)    155 21 54.25042(W)     ADJUSTED  
 TU2299* LOCAL TIDAL -      2359.0    (meters)    7739.     (feet)  VERT ANG  
 TU2299  ___________________________________________________________________
 TU2299  EPOCH DATE  -        1993.62
 TU2299  LAPLACE CORR-         -17.34  (seconds)                    DEFLEC99
 TU2299  GEOID HEIGHT-          25.25  (meters)                     GEOID03
 TU2299
 TU2299  HORZ ORDER  -  FIRST
 TU2299
 TU2299.The horizontal coordinates were established by classical geodetic methods
 TU2299.and adjusted by the National Geodetic Survey in December 1998..
 TU2299.The horizontal coordinates are valid at the epoch date displayed above.
 TU2299.The epoch date for horizontal control is a decimal equivalence
 TU2299.of Year/Month/Day.
 TU2299
 TU2299.The orthometric height was determined by vertical angle observations.
 TU2299
 TU2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2299
 TU2299.The geoid height was determined by GEOID03.
 TU2299
 TU2299;                    North         East     Units Scale Factor Converg.
 TU2299;SPC HI 1     -   105,194.931   514,138.810   MT  0.99996914   +0 02 44.4
 TU2299;UTM  05      - 2,189,268.718   252,210.453   MT  1.00035898   -0 48 03.3
 TU2299
 TU2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2299!SPC HI 1     -   0.99962535  x   0.99996914  =   0.99959450
 TU2299!UTM  05      -   0.99962535  x   1.00035898  =   0.99998420
 TU2299
 TU2299:                Primary Azimuth Mark                     Grid Az
 TU2299:SPC HI 1     -  KALOALOA RESET                           044 48 49.4
 TU2299:UTM  05      -  KALOALOA RESET                           045 39 37.1
 TU2299
 TU2299|---------------------------------------------------------------------|
 TU2299| PID    Reference Object                     Distance      Geod. Az  |
 TU2299|                                                           dddmmss.s |
 TU2299| TU2298 KALOALOA RESET                      APPROX. 4.7 KM 0445133.8 |
 TU2299| CN4623 AAHUWELA RM 1                         9.090 METERS 13327     |
 TU2299| CN4624 AAHUWELA RM 2                         7.954 METERS 23025     |
 TU2299|---------------------------------------------------------------------|
 TU2299
 TU2299                          SUPERSEDED SURVEY CONTROL
 TU2299
 TU2299  NAD 83(1986)-  19 47 01.01518(N)    155 21 54.27704(W) AD(       ) 1
 TU2299  OLD HI      -  19 47 11.97500(N)    155 22 04.26200(W) AD(       ) 1
 TU2299
 TU2299.Superseded values are not recommended for survey control.
 TU2299.NGS no longer adjusts projects to the OLD HI datum.
 TU2299.See file dsdata.txt to determine how the superseded data were derived.
 TU2299
 TU2299_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5221089269(NAD 83)
 TU2299
 TU2299  HISTORY     - Date     Condition        Report By
 TU2299  HISTORY     - 1891     MONUMENTED       HIGS
 TU2299  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2299  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2299  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2299  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2299
 TU2299                          STATION DESCRIPTION
 TU2299
 TU2299'DESCRIBED BY HAWAII GEODETIC SURVEY 1891
 TU2299'IN THE NORTHERN PART OF HAWAII, ON THE SUMMIT OF PEAK CALLED
 TU2299'AAHUWELA, ON THE SOUTHEAST SLOPE OF MAUNA KEA.  STATION IS ON
 TU2299'SOUTHWEST SIDE OF CRATER.  MARKED BY A BURIED COPPER TRIANGLE, OVER
 TU2299'WHICH IS A CONCRETE BLOCK 2-1/2 FEET LONG, SET WITH ITS TOP LEVEL
 TU2299'WITH THE SURFACE OF THE GROUND, AND AN IRON BOLT AT ITS CENTER.
 TU2299
 TU2299                          STATION RECOVERY (1938)
 TU2299
 TU2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2299'LOCATION OF STATION--IN THE NORTHERN PART OF HAWAII ON THE
 TU2299'SOUTHWEST CRATER RIM OF THE HILL CALLED ASHUWELA.  THIS HILL IS ON
 TU2299'THE SOUTHEAST SLOPE OF MAUNA KEA, IS ABOUT 5 MILES NORTHEAST OF
 TU2299'PUU OO RANCH AND ABOUT 1 MILE ABOVE THE PUU OO-KEANAKOLO TRAIL.
 TU2299'
 TU2299'OLD STATION MARK FOUND--IRON BOLT SET IN CENTER OF 8 IN SQUARE
 TU2299'CONCRETE MONUMENT AND MARKED AAHUWELA H.G.S. 1891- E.D.B.
 TU2299'
 TU2299'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2299'MONUMENT 7-1/2 FT ON EACH SIDE WITH 2-1/2 IN PIPE 2-FEET LONG SET
 TU2299'ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW.  A
 TU2299'STANDARD METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2299
 TU2299                          STATION RECOVERY (1949)
 TU2299
 TU2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2299'STATION IS LOCATED IN THE NORTHERN PART OF HAWAII ON THE SOUTHWEST
 TU2299'CRATER RIM OF THE HILL CALLED AAHUWELA.  THIS HILL IS ON THE
 TU2299'SOUTHEAST SLOPE OF MAUNA KEA, ABOUT 5 MILES NORTHEAST OF THE PUU
 TU2299'OO-RANCH AND ABOUT ONE MILE ABOVE THE PUU OO-KEANAKOLO TRAIL.
 TU2299'
 TU2299'TO REACH FROM THE POST OFFICE AT HILO--GO WESTERLY ON THE SADDLE
 TU2299'ROAD TOWARD KONA FOR 29.2 MILES, TURN RIGHT ON A GRADED ROAD AS
 TU2299'PER SIGN HALEPOHAKU AND GO NORTHERLY PAST THE HUMUULA SHEEP STATION
 TU2299'FOR 2.3 MILES, KEEP RIGHT FORK AND CONTINUE NORTHWESTERLY ON MAIN
 TU2299'ROAD FOR 8.5 MILES, TURN LEFT AND GO NORTH ON TRACK ROAD FOR 0.7
 TU2299'MILES TO A LOCKED GATE.  (KEY FOR THIS GATE MAY BE OBTAINED FROM
 TU2299'THE FORESTRY DEPARTMENT).  CONTINUE AHEAD ON TRACK ROAD FOR 1.35
 TU2299'MILES.  HERE TURN RIGHT AND FOLLOW DIM TRACKS ACROSS COUNTRY
 TU2299'TO FOOT OF HILL THEN UP STEEL SLOPE TO HIGHEST POINT AND
 TU2299'STATION.
 TU2299'
 TU2299'STATION IS MARKED BY A BURIED COPPER TRIANGLE OVER WHICH IS A
 TU2299'CONCRETE BLOCK 2-1/2 FEET LONG SET WITH ITS TOP LEVEL WITH THE
 TU2299'GROUND AND A SQUARE TOPPED IRON BOLT IN THE CENTER.  IN 1938 THE
 TU2299'TERRITORY SURVEY DEPARTMENT PLACED A TYPE D MONUMENT OVER THE
 TU2299'STATION.  A TRIANGULAR CONCRETE MONUMENT SIX FEET ON EACH SIDE
 TU2299'WITH A 2-1/2 INCH PIPE 2 FEET LONG SET ON THREE STEEL LEGS OVER
 TU2299'THE MARK.  THIS IN TURN HOLDS A METAL TARGET.
 TU2299'
 TU2299'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED AAHUWELA NO 1 1949,
 TU2299'SET IN A LAVA BOULDER PROJECTING 3 INCHES ABOVE THE GROUND AND ABOUT
 TU2299'THE SAME ELEVATION AS THE STATION.
 TU2299'
 TU2299'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED AAHUWELA NO 2 1949,
 TU2299'SET IN A LAVA BOULDER ON THE SLOPE OF THE HILL AND PROJECTING ABOUT
 TU2299'8 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 TU2299
 TU2299                          STATION RECOVERY (1966)
 TU2299
 TU2299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2299'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2299'COMPLETE DESCRIPTION FOLLOWS--
 TU2299'
 TU2299'STATION IS LOCATED ABOUT 18 MILES WEST-NORTHWEST OF HILO AND
 TU2299'8-1/2 MILES NORTHEAST OF HUMUULA SHEEP STATION, ON THE SOUTHEAST
 TU2299'SLOPES OF MAUNA KEA, ON THE SUMMIT OF A PROMINENT, BARE HILL OF
 TU2299'ABOUT 7739 FEET ELEVATION, CALLED AAHUWELA, THAT LIES 1 MILE
 TU2299'NORTHWEST OF KEANAKOLU ROAD.
 TU2299'
 TU2299'TO REACH STATION FROM THE POST OFFICE IN HILO, GO WEST ON
 TU2299'WAIANUENUE ST. AND THE SADDLE ROAD FOR 28.5 MILES TO SIGN HUMUULA
 TU2299'SHEEP STATION EST. 1876.  TURN RIGHT AND FOLLOW GRAVEL ROAD NORTH
 TU2299'FOR 2.2 MILES, PASSING HUMUULA SHEEP STATION, TO A FORK.  TAKE
 TU2299'RIGHT FORK AND GO 8.2 MILES TO A DIM LEFT FORK BY METAL POLE IN
 TU2299'ROCKS, JUST AFTER CROSSING WAILUKU RIVER.  FOLLOW THE DIM ROAD
 TU2299'NORTHERLY FOR 0.7 MILE TO BOARD GATE.  PASS THROUGH GATE AND
 TU2299'CONTINUE FOR 1.1 MILES TO WHERE ROAD CROSSES ROCKY DRAW AND
 TU2299'GOES BACK SHARP RIGHT, EAST.  CONTINUE ON THE ROAD FOR 0.2 MILE
 TU2299'TO POINT ON RIGHT WHERE DRAW CAN BE CROSSED.  LEAVE ROAD, CROSS
 TU2299'DRAW, AND GO SOUTHEAST CROSS-COUNTRY TO BASE OF HILL, A DISTANCE
 TU2299'OF 0.3 MILE.  GO UP STEEP HILL, THEN DOWN ACROSS SADDLE
 TU2299'IN HILL AND ON UP OTHER SIDE TO SUMMIT AND STATION, TOTAL
 TU2299'DISTANCE 0.35 MILE.  NOTE--A 4-WHEEL-DRIVE VEHICLE IS
 TU2299'NEEDED.
 TU2299'
 TU2299'STATION MARK IS A 1-INCH-SQUARE BOLT HEAD PROJECTING 2 INCHES FROM
 TU2299'CONCRETE.  A TRIANGULAR, CONCRETE PLATFORM, 7 FEET ON EACH SIDE, IS
 TU2299'BUILT AROUND THE MARK AND EXTENDS 6 INCHES ABOVE GROUND.  THE
 TU2299'STATION MARK IS IN AN 8-INCH-SQUARE DEPRESSION IN THE CENTER OF
 TU2299'THE PLATFORM.  A 2-1/2-INCH IRON PIPE 2 FEET LONG IS SUPPORTED
 TU2299'OVER THE MARK BY 3 IRON LEGS EMBEDDED IN THE CONCRETE PLATFORM AND
 TU2299'HOLDS A TALL METAL TARGET.
 TU2299'
 TU2299'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AAHUWELA HGS
 TU2299'NO 1 1949, CEMENTED IN A DRILL HOLE IN A 20-INCH-DIAMETER ROCK
 TU2299'OUTCROP ALONG SUMMIT OF HILL, 1 FOOT LOWER THAN STATION MARK.
 TU2299'
 TU2299'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AAHUWELA HGS
 TU2299'NO 2 1949, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU2299'30-INCH-DIAMETER, SLOPING ROCK OUTCROP THAT PROJECTS 6 INCHES.  IT
 TU2299'IS ON THE SOUTH SLOPE OF THE HILL AND ABOUT 2-1/2 FEET LOWER THAN
 TU2299'STATION MARK.
 TU2299
 TU2299                          STATION RECOVERY (1977)
 TU2299
 TU2299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2299'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TU2299'CONDITION AND AS DESCRIBED IN THE 1966 RECOVERY NOTE.  THE DISTANCE
 TU2299'TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.001 METER AND THE
 TU2299'DIRECTION WAS FOUND SMALLER BY 01 MINUTE AND 10 SECONDS.  THE
 TU2299'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.005 METER AND
 TU2299'THE DIRECTION WAS FOUND SMALLER BY 42 SECONDS.  THE 1966 TO
 TU2299'REACH AND WRITE UP OF STATION IS GOOD.
 TU2299'
 TU2299'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2299'
 TU2299'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2299'18 MILES WEST-NORTHWEST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2923 ***********************************************************************
 TU2923  DESIGNATION -  ABE
 TU2923  PID         -  TU2923
 TU2923  STATE/COUNTY-  HI/MAUI
 TU2923  USGS QUAD   -  MAKENA (1995)
 TU2923
 TU2923                         *CURRENT SURVEY CONTROL
 TU2923  ___________________________________________________________________
 TU2923* NAD 83(1993)-  20 40 46.98283(N)    156 26 41.34169(W)     ADJUSTED  
 TU2923* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU2923  ___________________________________________________________________
 TU2923  EPOCH DATE  -        1993.62
 TU2923  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 TU2923  GEOID HEIGHT-          16.65  (meters)                     GEOID03
 TU2923
 TU2923  HORZ ORDER  -  THIRD
 TU2923
 TU2923.The horizontal coordinates were established by classical geodetic methods
 TU2923.and adjusted by the National Geodetic Survey in December 1998..
 TU2923.The horizontal coordinates are valid at the epoch date displayed above.
 TU2923.The epoch date for horizontal control is a decimal equivalence
 TU2923.of Year/Month/Day.
 TU2923
 TU2923.The orthometric height was scaled from a topographic map.
 TU2923
 TU2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2923
 TU2923.The geoid height was determined by GEOID03.
 TU2923
 TU2923;                    North         East     Units Scale Factor Converg.
 TU2923;SPC HI 2     -    38,362.946   523,113.904   MT  0.99997327   +0 04 42.0
 TU2923;UTM  04      - 2,288,798.796   766,186.169   MT  1.00047575   +0 54 10.4
 TU2923
 TU2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2923!SPC HI 2     -   0.99999644  x   0.99997327  =   0.99996971
 TU2923!UTM  04      -   0.99999644  x   1.00047575  =   1.00047219
 TU2923
 TU2923:                Primary Azimuth Mark                     Grid Az
 TU2923:SPC HI 2     -  VON                                      174 57 14.6
 TU2923:UTM  04      -  VON                                      174 07 46.2
 TU2923
 TU2923|---------------------------------------------------------------------|
 TU2923| PID    Reference Object                     Distance      Geod. Az  |
 TU2923|                                                           dddmmss.s |
 TU2923| TU2920 VON                                 APPROX. 0.8 KM 1750156.6 |
 TU2923|---------------------------------------------------------------------|
 TU2923
 TU2923                          SUPERSEDED SURVEY CONTROL
 TU2923
 TU2923  NAD 83(1986)-  20 40 46.95484(N)    156 26 41.33192(W) AD(       ) 3
 TU2923  OLD HI      -  20 40 58.44500(N)    156 26 51.47900(W) AD(       ) 3
 TU2923
 TU2923.Superseded values are not recommended for survey control.
 TU2923.NGS no longer adjusts projects to the OLD HI datum.
 TU2923.See file dsdata.txt to determine how the superseded data were derived.
 TU2923
 TU2923_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6618688799(NAD 83)
 TU2923
 TU2923  HISTORY     - Date     Condition        Report By
 TU2923  HISTORY     - UNK      MONUMENTED
 TU2923  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2923
 TU2923                          STATION DESCRIPTION
 TU2923
 TU2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2923'STATION IS BELIEVED TO HAVE BEEN ONLY TEMPORARILY MARKED AND
 TU2923'NOW LOST.  THE EXACT POINT WAS LOCATED BY SETTING WITH A
 TU2923'THEODOLITE ON THE OLD ANGLES, BUT NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0804 ***********************************************************************
 TU0804  DESIGNATION -  ACQAU BORESIGHT
 TU0804  PID         -  TU0804
 TU0804  STATE/COUNTY-  HI/KAUAI
 TU0804  USGS QUAD   -  MAKAHA POINT (1983)
 TU0804
 TU0804                         *CURRENT SURVEY CONTROL
 TU0804  ___________________________________________________________________
 TU0804* NAD 83(1986)-  22 06 48.     (N)    159 40 11.     (W)     SCALED    
 TU0804* LOCAL TIDAL -      1146.567  (meters)    3761.70   (feet)  ADJ UNCH  
 TU0804  ___________________________________________________________________
 TU0804  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0804
 TU0804  VERT ORDER  -  SECOND    CLASS 0
 TU0804
 TU0804.The horizontal coordinates were scaled from a topographic map and have
 TU0804.an estimated accuracy of +/- 6 seconds.
 TU0804
 TU0804.The orthometric height was key entered from printed documents
 TU0804.and not key verified.
 TU0804
 TU0804.The geoid height was determined by GEOID03.
 TU0804
 TU0804;                    North         East    Units  Estimated Accuracy
 TU0804;SPC HI 4     -    31,010.      482,490.      MT  (+/- 180 meters Scaled)
 TU0804
 TU0804                          SUPERSEDED SURVEY CONTROL
 TU0804
 TU0804.No superseded survey control is available for this station.
 TU0804
 TU0804_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK309455(NAD 83)
 TU0804_MARKER: Z = SEE DESCRIPTION
 TU0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0804_SP_SET: POLE
 TU0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0804
 TU0804  HISTORY     - Date     Condition        Report By
 TU0804  HISTORY     - UNK      MONUMENTED       DOD
 TU0804  HISTORY     - 1964     GOOD             NGS
 TU0804
 TU0804                          STATION DESCRIPTION
 TU0804
 TU0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0804'1.5 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0804'1.35 MILES SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE LEFT FOR
 TU0804'0.15 MILE TO THE PACIFIC MISSILE RANGE, KOKEE PARK COMPOUND, THENCE
 TU0804'LEFT (AROUND THE BUILDING) FOR 0.05 MILE TO THE BORESIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0838 ***********************************************************************
 TU0838  DESIGNATION -  ADOBE
 TU0838  PID         -  TU0838
 TU0838  STATE/COUNTY-  HI/KAUAI
 TU0838  USGS QUAD   -  MAKAHA POINT (1983)
 TU0838
 TU0838                         *CURRENT SURVEY CONTROL
 TU0838  ___________________________________________________________________
 TU0838* NAD 83(1993)-  22 07 59.93168(N)    159 43 38.89771(W)     ADJUSTED  
 TU0838* LOCAL TIDAL -       468.280  (meters)    1536.35   (feet)  ADJ UNCH  
 TU0838  ___________________________________________________________________
 TU0838  EPOCH DATE  -        1993.62
 TU0838  LAPLACE CORR-           9.18  (seconds)                    DEFLEC99
 TU0838  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU0838
 TU0838  HORZ ORDER  -  SECOND
 TU0838  VERT ORDER  -  SECOND    CLASS 0
 TU0838
 TU0838.The horizontal coordinates were established by classical geodetic methods
 TU0838.and adjusted by the National Geodetic Survey in December 1998..
 TU0838.The horizontal coordinates are valid at the epoch date displayed above.
 TU0838.The epoch date for horizontal control is a decimal equivalence
 TU0838.of Year/Month/Day.
 TU0838
 TU0838.The orthometric height was key entered from printed documents
 TU0838.and not key verified.
 TU0838
 TU0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0838
 TU0838.The geoid height was determined by GEOID03.
 TU0838
 TU0838;                    North         East     Units Scale Factor Converg.
 TU0838;SPC HI 4     -    33,234.132   476,533.003   MT  0.99999680   -0 05 08.5
 TU0838;UTM  04      - 2,447,762.553   424,978.702   MT  0.99966954   -0 16 26.7
 TU0838
 TU0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0838!SPC HI 4     -   0.99992388  x   0.99999680  =   0.99992068
 TU0838!UTM  04      -   0.99992388  x   0.99966954  =   0.99959345
 TU0838
 TU0838|---------------------------------------------------------------------|
 TU0838| PID    Reference Object                     Distance      Geod. Az  |
 TU0838|                                                           dddmmss.s |
 TU0838| TU0841 274207 MK                            20.846 METERS 02250     |
 TU0838| TU0839 MW ANT DISH MARK                     19.012 METERS 02319     |
 TU0838| TU0837 ADOBE RM 1                           20.124 METERS 08300     |
 TU0838| TU2007 LUCKY                               405.570 METERS 1873345.1 |
 TU0838|---------------------------------------------------------------------|
 TU0838
 TU0838                          SUPERSEDED SURVEY CONTROL
 TU0838
 TU0838  NAD 83(1986)-  22 07 59.89779(N)    159 43 38.92423(W) AD(       ) 2
 TU0838  OLD HI      -  22 08 11.19390(N)    159 43 48.98510(W) AD(       ) 2
 TU0838
 TU0838.Superseded values are not recommended for survey control.
 TU0838.NGS no longer adjusts projects to the OLD HI datum.
 TU0838.See file dsdata.txt to determine how the superseded data were derived.
 TU0838
 TU0838_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2497947763(NAD 83)
 TU0838_MARKER: DS = TRIANGULATION STATION DISK
 TU0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0838_STAMPING: ADOBE 1967
 TU0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0838+STABILITY: SURFACE MOTION
 TU0838
 TU0838  HISTORY     - Date     Condition        Report By
 TU0838  HISTORY     - 1967     MONUMENTED       CGS
 TU0838  HISTORY     - 1967     GOOD             CGS
 TU0838
 TU0838                          STATION DESCRIPTION
 TU0838
 TU0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0838'THE STATION IS 11.7 MILES NORTH-NORTHWEST OF KEKAHA, 4.5 MILES
 TU0838'WEST OF STATE HIGHWAY 55, IN A SMALL GRASSY AREA JUST
 TU0838'SOUTHWEST OF THE COMMUNICATIONS BUILDING AT THE MAKAHA RIDGE
 TU0838'RADAR SITE.
 TU0838'
 TU0838'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50
 TU0838'AND 55 IN KEKAHA, GO NORTH ON STATE HIGHWAY 55 FOR 15.5
 TU0838'MILES TO AN ASPHALT ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 TU0838'DOWN THE HILL ON THE ASPHALT ROAD FOR 5.0 MILES TO THE STATION
 TU0838'ON THE RIGHT.
 TU0838'
 TU0838'THE STATION MARK, A STANDARD DISK STAMPED ADOBE 1967, IS SET
 TU0838'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS SET
 TU0838'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 79 FEET WEST OF
 TU0838'THE SOUTH CORNER OF THE COMMUNICATIONS BUILDING, 71.8 FEET SOUTH
 TU0838'OF THE WEST CORNER OF THE BUILDING, 66 FEET SOUTH OF A WHITE
 TU0838'TRIANGULAR SHAPED TOWER AND 45.5 FEET SOUTHWEST OF THE
 TU0838'SOUTHWEST EDGE OF AN ASPHALT DRIVE.
 TU0838'
 TU0838'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ADOBE NO 1 1967,
 TU0838'IS CEMENTED IN A DRILL HOLE IN THE WEST CORNER OF THE MIDDLE
 TU0838'ONE OF THREE STEPS LEADING TO THE COMMUNICATIONS BUILDING.  IT
 TU0838'IS 2.8 FEET SOUTHWEST OF THE EDGE OF THE BUILDING, 0.85 FOOT
 TU0838'NORTHEAST OF THE SOUTHWEST EDGE OF THE STEP AND 0.75 FOOT
 TU0838'SOUTHEAST OF THE NORTHWEST EDGE OF THE STEP.
 TU0838'
 TU0838'REFERENCE MARK NO. 2, A PLAIN BRONZE DISK STAMPED 274207 1967,
 TU0838'IS SET IN THE TOP OF A 7-INCH ROUND CONCRETE MONUMENT WHICH
 TU0838'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 21.4
 TU0838'FEET WEST OF THE WEST CORNER OF THE BUILDING AND 2.2 FEET
 TU0838'SOUTH OF THE NORTH LEG OF A WHITE TRIANGULAR SHAPED TOWER.
 TU0838'
 TU0838'NOTE--BOTH REFERENCE MARKS WERE TRAVERSED.
 TU0838'
 TU0838'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU0838
 TU0838                          STATION RECOVERY (1967)
 TU0838
 TU0838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0838'20.5 MI NNW FROM KEKAHA.
 TU0838'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0838'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5 MILES WEST DOWN THE RIDGE ON AN
 TU0838'ASPHALT ROAD, 79 FEET WEST OF THE SOUTH CORNER OF THE COMMUNICATIONS
 TU0838'BUILDING, 71.8 FEET SOUTH OF THE WEST CORNER OF THE BUILDING, 66 FEET
 TU0838'SOUTH OF A WHITE TRIANGULAR SHAPED TOWER, 45.5 FEET SOUTHWEST OF THE
 TU0838'SOUTHWEST EDGE OF AN ASPHALT DRIVE, SET IN THE TOP OF A 12-INCH ROUND
 TU0838'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0837 ***********************************************************************
 TU0837  DESIGNATION -  ADOBE RM 1
 TU0837  PID         -  TU0837
 TU0837  STATE/COUNTY-  HI/KAUAI
 TU0837  USGS QUAD   -  MAKAHA POINT (1983)
 TU0837
 TU0837                         *CURRENT SURVEY CONTROL
 TU0837  ___________________________________________________________________
 TU0837* NAD 83(1986)-  22 08 00.     (N)    159 43 39.     (W)     SCALED    
 TU0837* LOCAL TIDAL -       469.273  (meters)    1539.61   (feet)  ADJ UNCH  
 TU0837  ___________________________________________________________________
 TU0837  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU0837
 TU0837  VERT ORDER  -  SECOND    CLASS 0
 TU0837
 TU0837.The horizontal coordinates were scaled from a topographic map and have
 TU0837.an estimated accuracy of +/- 6 seconds.
 TU0837
 TU0837.The orthometric height was key entered from printed documents
 TU0837.and not key verified.
 TU0837
 TU0837.The geoid height was determined by GEOID03.
 TU0837
 TU0837;                    North         East    Units  Estimated Accuracy
 TU0837;SPC HI 4     -    33,240.      476,530.      MT  (+/- 180 meters Scaled)
 TU0837
 TU0837                          SUPERSEDED SURVEY CONTROL
 TU0837
 TU0837.No superseded survey control is available for this station.
 TU0837
 TU0837_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK249477(NAD 83)
 TU0837_MARKER: DR = REFERENCE MARK DISK
 TU0837_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0837_SP_SET: STEP
 TU0837_STAMPING: ADOBE NO 1 1967
 TU0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0837
 TU0837  HISTORY     - Date     Condition        Report By
 TU0837  HISTORY     - 1967     MONUMENTED       CGS
 TU0837
 TU0837                          STATION DESCRIPTION
 TU0837
 TU0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU0837'20.5 MI NNW FROM KEKAHA.
 TU0837'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0837'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5 MILES WEST DOWN THE RIDGE ON AN
 TU0837'ASPHALT ROAD, 2.8 FEET SOUTHWEST OF THE EDGE OF THE COMMUNICATIONS
 TU0837'BUILDING, 0.85 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE STEP AND
 TU0837'0.75 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE STEP, CEMENTED IN A
 TU0837'DRILL HOLE IN THE MIDDLE ONE OF THREE STEPS LEADING TO THE
 TU0837'COMMUNICATIONS BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0729 ***********************************************************************
 TU0729  DESIGNATION -  AGAVE ANTENNA 327801 MK
 TU0729  PID         -  TU0729
 TU0729  STATE/COUNTY-  HI/KAUAI
 TU0729  USGS QUAD   -  KEKAHA (1983)
 TU0729
 TU0729                         *CURRENT SURVEY CONTROL
 TU0729  ___________________________________________________________________
 TU0729* NAD 83(1986)-  22 01 37.     (N)    159 47 01.     (W)     SCALED    
 TU0729* LOCAL TIDAL -         4.376  (meters)      14.36   (feet)  ADJ UNCH  
 TU0729  ___________________________________________________________________
 TU0729  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0729
 TU0729  VERT ORDER  -  SECOND    CLASS 0
 TU0729
 TU0729.The horizontal coordinates were scaled from a topographic map and have
 TU0729.an estimated accuracy of +/- 6 seconds.
 TU0729
 TU0729.The orthometric height was key entered from printed documents
 TU0729.and not key verified.
 TU0729
 TU0729.The geoid height was determined by GEOID03.
 TU0729
 TU0729;                    North         East    Units  Estimated Accuracy
 TU0729;SPC HI 4     -    21,470.      470,720.      MT  (+/- 180 meters Scaled)
 TU0729
 TU0729                          SUPERSEDED SURVEY CONTROL
 TU0729
 TU0729.No superseded survey control is available for this station.
 TU0729
 TU0729_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191360(NAD 83)
 TU0729_MARKER: DB = BENCH MARK DISK
 TU0729_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0729_SP_SET: TOWER
 TU0729_STAMPING: AGAVE ANTENNA 327801 1965
 TU0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0729
 TU0729  HISTORY     - Date     Condition        Report By
 TU0729  HISTORY     - 1965     MONUMENTED       CGS
 TU0729
 TU0729                          STATION DESCRIPTION
 TU0729
 TU0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0729'7.75 MI NW FROM KEKAHA.
 TU0729'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0729'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0729'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0729'SOUTH ALONG AN OILED ROAD, SET DIRECTLY UNDER THE CENTER OF THE AGAVE
 TU0729'ANTENNA TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0730 ***********************************************************************
 TU0730  DESIGNATION -  AGAVE ANTENNA 327801 AXIS
 TU0730  PID         -  TU0730
 TU0730  STATE/COUNTY-  HI/KAUAI
 TU0730  USGS QUAD   -  KEKAHA (1983)
 TU0730
 TU0730                         *CURRENT SURVEY CONTROL
 TU0730  ___________________________________________________________________
 TU0730* NAD 83(1986)-  22 01 37.     (N)    159 47 01.     (W)     SCALED    
 TU0730* LOCAL TIDAL -        14.859  (meters)      48.75   (feet)  ADJ UNCH  
 TU0730  ___________________________________________________________________
 TU0730  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0730
 TU0730  VERT ORDER  -  SECOND    CLASS 0
 TU0730
 TU0730.The horizontal coordinates were scaled from a topographic map and have
 TU0730.an estimated accuracy of +/- 6 seconds.
 TU0730
 TU0730.The orthometric height was key entered from printed documents
 TU0730.and not key verified.
 TU0730
 TU0730.The geoid height was determined by GEOID03.
 TU0730
 TU0730;                    North         East    Units  Estimated Accuracy
 TU0730;SPC HI 4     -    21,470.      470,720.      MT  (+/- 180 meters Scaled)
 TU0730
 TU0730                          SUPERSEDED SURVEY CONTROL
 TU0730
 TU0730.No superseded survey control is available for this station.
 TU0730
 TU0730_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191360(NAD 83)
 TU0730_MARKER: Z = SEE DESCRIPTION
 TU0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0730_SP_SET: TOWER
 TU0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0730
 TU0730  HISTORY     - Date     Condition        Report By
 TU0730  HISTORY     - UNK      MONUMENTED       CGS
 TU0730  HISTORY     - 1965     GOOD             NGS
 TU0730
 TU0730                          STATION DESCRIPTION
 TU0730
 TU0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0730'7.75 MI NW FROM KEKAHA.
 TU0730'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0730'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0730'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0730'SOUTH ALONG AN OILED ROAD.  THE ANTENNA IS SET ON THE TOP OF A
 TU0730'4-LEGGED STEEL TOWER WHICH IS 25 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0731 ***********************************************************************
 TU0731  DESIGNATION -  AGAVE BORESIGHT TARGET
 TU0731  PID         -  TU0731
 TU0731  STATE/COUNTY-  HI/KAUAI
 TU0731  USGS QUAD   -  KEKAHA (1983)
 TU0731
 TU0731                         *CURRENT SURVEY CONTROL
 TU0731  ___________________________________________________________________
 TU0731* NAD 83(1986)-  22 01 37.     (N)    159 47 01.     (W)     SCALED    
 TU0731* LOCAL TIDAL -        25.355  (meters)      83.19   (feet)  ADJ UNCH  
 TU0731  ___________________________________________________________________
 TU0731  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0731
 TU0731  VERT ORDER  -  SECOND    CLASS 0
 TU0731
 TU0731.The horizontal coordinates were scaled from a topographic map and have
 TU0731.an estimated accuracy of +/- 6 seconds.
 TU0731
 TU0731.The orthometric height was key entered from printed documents
 TU0731.and not key verified.
 TU0731
 TU0731.The geoid height was determined by GEOID03.
 TU0731
 TU0731;                    North         East    Units  Estimated Accuracy
 TU0731;SPC HI 4     -    21,470.      470,720.      MT  (+/- 180 meters Scaled)
 TU0731
 TU0731                          SUPERSEDED SURVEY CONTROL
 TU0731
 TU0731.No superseded survey control is available for this station.
 TU0731
 TU0731_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191360(NAD 83)
 TU0731_MARKER: Z = SEE DESCRIPTION
 TU0731_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0731_SP_SET: BASE
 TU0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0731
 TU0731  HISTORY     - Date     Condition        Report By
 TU0731  HISTORY     - UNK      MONUMENTED       CGS
 TU0731  HISTORY     - 1965     GOOD             NGS
 TU0731
 TU0731                          STATION DESCRIPTION
 TU0731
 TU0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0731'7.75 MI NW FROM KEKAHA.
 TU0731'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0731'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0731'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0731'SOUTH ALONG AN OILED ROAD.  THE POINT LEVELED TO IS THE BASE OF A
 TU0731'SMALL TARGET NEAR THE TOP OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3320 ***********************************************************************
 TU3320  DESIGNATION -  AHAINO 1889
 TU3320  PID         -  TU3320
 TU3320  STATE/COUNTY-  HI/MAUI
 TU3320  USGS QUAD   -  
 TU3320
 TU3320                         *CURRENT SURVEY CONTROL
 TU3320  ___________________________________________________________________
 TU3320* NAD 83(1993)-  21 05 38.73387(N)    156 47 54.69291(W)     ADJUSTED  
 TU3320* LOCAL TIDAL -       510.     (meters)    1673.     (feet)  SCALED    
 TU3320  ___________________________________________________________________
 TU3320  EPOCH DATE  -        1993.62
 TU3320  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 TU3320  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU3320
 TU3320  HORZ ORDER  -  THIRD
 TU3320
 TU3320.The horizontal coordinates were established by classical geodetic methods
 TU3320.and adjusted by the National Geodetic Survey in December 1998..
 TU3320.The horizontal coordinates are valid at the epoch date displayed above.
 TU3320.The epoch date for horizontal control is a decimal equivalence
 TU3320.of Year/Month/Day.
 TU3320
 TU3320.The orthometric height was scaled from a topographic map.
 TU3320
 TU3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3320
 TU3320.The geoid height was determined by GEOID03.
 TU3320
 TU3320;                    North         East     Units Scale Factor Converg.
 TU3320;SPC HI 2     -    84,229.081   486,299.610   MT  0.99996899   -0 02 50.8
 TU3320;UTM  04      - 2,334,142.986   728,694.884   MT  1.00024637   +0 47 33.6
 TU3320
 TU3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3320!SPC HI 2     -   0.99991738  x   0.99996899  =   0.99988637
 TU3320!UTM  04      -   0.99991738  x   1.00024637  =   1.00016373
 TU3320
 TU3320:                Primary Azimuth Mark                     Grid Az
 TU3320:SPC HI 2     -  KAHAU                                    240 23 42.0
 TU3320:UTM  04      -  KAHAU                                    239 33 17.6
 TU3320
 TU3320|---------------------------------------------------------------------|
 TU3320| PID    Reference Object                     Distance      Geod. Az  |
 TU3320|                                                           dddmmss.s |
 TU3320| TU3325 KAHAU                               APPROX. 2.6 KM 2402051.2 |
 TU3320|---------------------------------------------------------------------|
 TU3320
 TU3320                          SUPERSEDED SURVEY CONTROL
 TU3320
 TU3320  NAD 83(1986)-  21 05 38.68785(N)    156 47 54.64116(W) AD(       ) 3
 TU3320  OLD HI      -  21 05 50.17100(N)    156 48 04.76700(W) AD(       ) 3
 TU3320
 TU3320.Superseded values are not recommended for survey control.
 TU3320.NGS no longer adjusts projects to the OLD HI datum.
 TU3320.See file dsdata.txt to determine how the superseded data were derived.
 TU3320
 TU3320_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2869534143(NAD 83)
 TU3320
 TU3320  HISTORY     - Date     Condition        Report By
 TU3320  HISTORY     - 1889     MONUMENTED       CGS
 TU3320  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3320
 TU3320                          STATION DESCRIPTION
 TU3320
 TU3320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3320'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 TU3320'ORIGINAL REDWOOD POSTS AND WITNESS CROSSES ON STONES WERE REPORTED
 TU3320'RECOVERED BY THE HAWAII TERRITORIAL SURVEY IN MARCH 1930.  AT
 TU3320'THAT TIME THE STATION WAS REMARKED AND A CONCRETE MONUMENT
 TU3320'PLACED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3320'
 TU3320'STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES EAST OF KAUNAKAKAI,
 TU3320'AND 1-1/4 MILES NORTH-NORTHWEST OF STATE HIGHWAY 45 AND KUPEKE
 TU3320'FISHPOND, ON A BRUSHY POINT OF A RIDGE LYING BETWEEN AHAINO GULCH
 TU3320'AND ULUWINI GULCH.  STATION ELEVATION IS ABOUT 1374 FEET.
 TU3320'
 TU3320'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3320'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EASTERLY ON STATE
 TU3320'HIGHWAY 45 FOR 16.2 MILES TO SIGN ON RIGHT WAILAU TRAIL.  CONTINUE
 TU3320'EAST ON THE HIGHWAY FOR 1.3 MILES TO END OF PAVED ROAD AT KUPEKE
 TU3320'FISHPOND.  CONTINUE ON THE HIGHWAY FOR 0.45 MILE TO A SMALL RED
 TU3320'BUILDING ON THE RIGHT.  CONTINUE FOR 0.05 MILE TO A PIPE GATE ON
 TU3320'LEFT, 100 YARDS BEFORE REACHING SMALL WOODEN BRIDGE.  THIS IS
 TU3320'END OF TRUCK TRAVEL.  FROM HERE PACK WEST-NORTHWEST ACROSS SMALL
 TU3320'PASTURE FOR ABOUT 150 YARDS TO BASE OF A BRUSHY RIDGE.
 TU3320'FOLLOW OLD TRAIL AROUND RIGHT SIDE OF RIDGE AND THEN UP ALONG TOP
 TU3320'OF RIDGE FOR ABOUT 1 MILE TO DENSE GROVE OF LARGE TREES.  PASS
 TU3320'THROUGH GROVE AND CONTINUE UP RIDGE ABOUT 200 YARDS TO STATION
 TU3320'ON BRUSHY POINT.
 TU3320'
 TU3320'STATION MARK IS A HAWAII TERRITORIAL SURVEY BRONZE DISK, UNSTAMPED,
 TU3320'SET IN A CONCRETE MONUMENT ABOUT 6 INCHES BELOW GROUND SURFACE.  IT
 TU3320'IS 15 YARDS SOUTHEAST OF A FENCE LINE CROSSING RIDGE.  THE HAWAII
 TU3320'TERRITORIAL SURVEY HAS BUILT A TYPE B-1 SUPERSTRUCTURE OVER THE
 TU3320'STATION MARK.  THIS CONSISTS OF A 6-FOOT-SQUARE, CONCRETE AND
 TU3320'STONE PLATFORM PROJECTING ABOUT 4 INCHES ABOVE GROUND LEVEL, AND
 TU3320'EXTENDING ABOUT 10 INCHES BELOW GROUND.  AT THE CENTER OF THE
 TU3320'PLATFORM, AND OVER THE STATION MARK, THERE IS A CONCRETE
 TU3320'PEDESTAL 1 FOOT SQUARE AT THE BASE AND PROJECTING 2 FEET ABOVE
 TU3320'THE PLATFORM.  THROUGH THE CENTER OF THE PEDESTAL THERE
 TU3320'IS A 2-INCH IRON PIPE, WHICH ALLOWS AN INSTRUMENT TO BE
 TU3320'PLUMBED OVER THE MARK AND ALSO SERVES AS A SOCKET FOR
 TU3320'SUPPORTING A REMOVEABLE, RED AND WHITE METAL TARGET THAT
 TU3320'PROJECTS 8 FEET ABOVE THE PLATFORM.  ACCESS TO THE
 TU3320'STATION MARK IS GAINED THROUGH A SMALL DEPRESSION, OR TUNNEL,
 TU3320'UNDER THE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1834 ***********************************************************************
 TU1834  DESIGNATION -  AHU
 TU1834  PID         -  TU1834
 TU1834  STATE/COUNTY-  HI/KAUAI
 TU1834  USGS QUAD   -  
 TU1834
 TU1834                         *CURRENT SURVEY CONTROL
 TU1834  ___________________________________________________________________
 TU1834* NAD 83(1993)-  21 57 48.97658(N)    159 39 50.21410(W)     ADJUSTED  
 TU1834* LOCAL TIDAL -       104.     (meters)     341.     (feet)  SCALED    
 TU1834  ___________________________________________________________________
 TU1834  EPOCH DATE  -        1993.62
 TU1834  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 TU1834  GEOID HEIGHT-          16.28  (meters)                     GEOID03
 TU1834
 TU1834  HORZ ORDER  -  THIRD
 TU1834
 TU1834.The horizontal coordinates were established by classical geodetic methods
 TU1834.and adjusted by the National Geodetic Survey in December 1998..
 TU1834.The horizontal coordinates are valid at the epoch date displayed above.
 TU1834.The epoch date for horizontal control is a decimal equivalence
 TU1834.of Year/Month/Day.
 TU1834
 TU1834.The orthometric height was scaled from a topographic map.
 TU1834
 TU1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1834
 TU1834.The geoid height was determined by GEOID03.
 TU1834
 TU1834;                    North         East     Units Scale Factor Converg.
 TU1834;SPC HI 4     -    14,433.713   483,066.176   MT  0.99999354   -0 03 40.8
 TU1834;UTM  04      - 2,428,947.068   431,448.103   MT  0.99965806   -0 14 54.0
 TU1834
 TU1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1834!SPC HI 4     -   0.99998110  x   0.99999354  =   0.99997464
 TU1834!UTM  04      -   0.99998110  x   0.99965806  =   0.99963916
 TU1834
 TU1834:                Primary Azimuth Mark                     Grid Az
 TU1834:SPC HI 4     -  MAKEWELI MILL CHIMNEY                    145 40 01.6
 TU1834:UTM  04      -  MAKEWELI MILL CHIMNEY                    145 51 14.8
 TU1834
 TU1834|---------------------------------------------------------------------|
 TU1834| PID    Reference Object                     Distance      Geod. Az  |
 TU1834|                                                           dddmmss.s |
 TU1834| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 6.2 KM 1453620.8 |
 TU1834| TU1828 KOKI                                APPROX. 5.7 KM 1511510.2 |
 TU1834| TU1829 MAKA                                APPROX. 3.2 KM 1525400.9 |
 TU1834| TU1842 WAR                                 APPROX. 1.3 KM 2113735.1 |
 TU1834| TU1847 BAT                                 APPROX. 2.2 KM 2533100.7 |
 TU1834| TU1848 DIE                                 APPROX. 3.5 KM 2635025.4 |
 TU1834| TU1858 POINT 2                             APPROX. 4.2 KM 2653829.2 |
 TU1834|---------------------------------------------------------------------|
 TU1834
 TU1834                          SUPERSEDED SURVEY CONTROL
 TU1834
 TU1834  NAD 83(1986)-  21 57 48.94267(N)    159 39 50.23385(W) AD(       ) 3
 TU1834  OLD HI      -  21 58 00.21700(N)    159 40 00.28500(W) AD(       ) 3
 TU1834
 TU1834.Superseded values are not recommended for survey control.
 TU1834.NGS no longer adjusts projects to the OLD HI datum.
 TU1834.See file dsdata.txt to determine how the superseded data were derived.
 TU1834
 TU1834_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3144828947(NAD 83)
 TU1834
 TU1834  HISTORY     - Date     Condition        Report By
 TU1834  HISTORY     - UNK      MONUMENTED
 TU1834  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1834  HISTORY     - 20050223 MARK NOT FOUND   USPSQD
 TU1834
 TU1834                          STATION DESCRIPTION
 TU1834
 TU1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1834'STATION IS GONE.  A SEARCH WAS MADE BY DISTANCE AND ANGLE FROM
 TU1834'STATION CANE 1926, BUT NO MARK OF ANY KIND COULD BE FOUND.
 TU1834
 TU1834                          STATION RECOVERY (2005)
 TU1834
 TU1834'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU1834'HOUSE CONSTRUCTED ON SITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2377 ***********************************************************************
 TU2377  DESIGNATION -  AHUA KAMOKUKOLAU
 TU2377  PID         -  TU2377
 TU2377  STATE/COUNTY-  HI/HAWAII
 TU2377  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2377
 TU2377                         *CURRENT SURVEY CONTROL
 TU2377  ___________________________________________________________________
 TU2377* NAD 83(1993)-  19 22 45.02808(N)    155 15 57.89300(W)     ADJUSTED  
 TU2377* LOCAL TIDAL -      1084.11   (meters)    3556.8    (feet)  LEVELING  
 TU2377  ___________________________________________________________________
 TU2377  EPOCH DATE  -        1993.62
 TU2377  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 TU2377  GEOID HEIGHT-          21.88  (meters)                     GEOID03
 TU2377
 TU2377  HORZ ORDER  -  FIRST
 TU2377  VERT ORDER  -  THIRD
 TU2377
 TU2377.The horizontal coordinates were established by classical geodetic methods
 TU2377.and adjusted by the National Geodetic Survey in December 1998..
 TU2377.The horizontal coordinates are valid at the epoch date displayed above.
 TU2377.The epoch date for horizontal control is a decimal equivalence
 TU2377.of Year/Month/Day.
 TU2377
 TU2377.The orthometric height was determined by differential leveling.
 TU2377.The vertical network tie was performed by a horz. field party for horz.
 TU2377.obs reductions. Reset procedures were used to establish the elevation.
 TU2377
 TU2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2377
 TU2377.The geoid height was determined by GEOID03.
 TU2377
 TU2377;                    North         East     Units Scale Factor Converg.
 TU2377;SPC HI 1     -    60,435.614   524,572.670   MT  0.99997413   +0 04 39.4
 TU2377;UTM  05      - 2,144,345.470   261,991.886   MT  1.00030027   -0 45 08.2
 TU2377
 TU2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2377!SPC HI 1     -   0.99982617  x   0.99997413  =   0.99980031
 TU2377!UTM  05      -   0.99982617  x   1.00030027  =   1.00012639
 TU2377
 TU2377:                Primary Azimuth Mark                     Grid Az
 TU2377:SPC HI 1     -  SAND HILL 1920                           299 41 32.3
 TU2377:UTM  05      -  SAND HILL 1920                           300 31 19.9
 TU2377
 TU2377|---------------------------------------------------------------------|
 TU2377| PID    Reference Object                     Distance      Geod. Az  |
 TU2377|                                                           dddmmss.s |
 TU2377| TU2385 SAND HILL 1920                      APPROX. 3.1 KM 2994611.7 |
 TU2377|---------------------------------------------------------------------|
 TU2377
 TU2377                          SUPERSEDED SURVEY CONTROL
 TU2377
 TU2377  NAD 83(1986)-  19 22 44.98960(N)    155 15 57.96160(W) AD(       ) 1
 TU2377  OLD HI      -  19 22 56.87400(N)    155 16 07.98500(W) AD(       ) 1
 TU2377
 TU2377.Superseded values are not recommended for survey control.
 TU2377.NGS no longer adjusts projects to the OLD HI datum.
 TU2377.See file dsdata.txt to determine how the superseded data were derived.
 TU2377
 TU2377_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6199244345(NAD 83)
 TU2377_MARKER: DS = TRIANGULATION STATION DISK
 TU2377_SETTING: 66 = SET IN ROCK OUTCROP
 TU2377_SP_SET: ROCK OUTCROP
 TU2377_MARK LOGO: USGS  
 TU2377_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2377+STABILITY: POSITION/ELEVATION WELL
 TU2377
 TU2377  HISTORY     - Date     Condition        Report By
 TU2377  HISTORY     - UNK      MONUMENTED       USGS
 TU2377  HISTORY     - 1920     GOOD             USGS
 TU2377  HISTORY     - 19580527 GOOD             USGS
 TU2377  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2377
 TU2377                          STATION DESCRIPTION
 TU2377
 TU2377'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2377'IN SOUTHEAST HAWAII, 2-1/2 MILES SOUTHEAST OF HALEMAUMAU, ON TOP
 TU2377'OF A SMALL SAND-COVERED KNOB OF PAHOEHOE LAVA.  MARK, A BRONZE
 TU2377'TABLET CEMENTED IN SOLID ROCK.
 TU2377
 TU2377                          STATION RECOVERY (1958)
 TU2377
 TU2377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2377'1.6 MI (2.6 KM) S OF KEANAKAKOI CRATER, 2.5 MI (4.0 KM) SE OF
 TU2377'HALEMAUMAU, IN TOP OF SMALL SAND COVERED KNOB OF PAHOEHOE LAVA,
 TU2377'STANDARD TABLET (UNSTAMPED).
 TU2377
 TU2377                          STATION RECOVERY (1967)
 TU2377
 TU2377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2377'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2377'DESCRIPTION FOLLOWS--
 TU2377'
 TU2377'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF THE HAWAII VOLCANOES
 TU2377'NATIONAL PARK HEADQUARTERS AND 2 MILES SOUTHEAST OF HALEMAUMAU
 TU2377'CRATER, AT 3557 FEET ELEVATION, ON A ROUNDED KNOLL THAT IS
 TU2377'NOTICEABLY HIGHER THAN THE SURROUNDING AREA.
 TU2377'
 TU2377'TO REACH STATION FROM THE PARK HEADQUARTERS, GO WEST AND SOUTHWEST
 TU2377'ON CRATER RIM ROAD FOR 4.8 MILES TO DIRT RIGHT FORK.  TAKE RIGHT
 TU2377'FORK AND GO 0.5 MILE TO QUARRY ON LEFT.  CONTINUE AHEAD FOR 0.9
 TU2377'MILE TO START OF LOW RIDGE ON RIGHT.  CONTINUE ON TRACK ROAD,
 TU2377'SOUTHEAST UP OVER A LOW RISE, AND GO 0.7 MILE.  BEAR LEFT AND
 TU2377'PICK WAY CROSS-COUNTRY ABOUT 0.4 MILE TO STATION.
 TU2377'NOTE--4-WHEEL-DRIVE VEHICLE IS REQUIRED.
 TU2377'
 TU2377'STATION MARK IS A U.S.G.S. DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2377'HOLE IN BEDROCK THAT PROJECTS 6 INCHES.  IT IS ABOUT 150 YARDS
 TU2377'SOUTH OF A VERY LARGE, EAST-WEST CRACK AND 3 FEET NORTHWEST OF
 TU2377'A CAIRN.
 TU2377'
 TU2377'A NEW U.S.G.S. DISK, STAMPED HVO 114, HAS BEEN SET IN BEDROCK,
 TU2377'11.7 FEET FROM STATION MARK, IN AZIMUTH 355 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1444 ***********************************************************************
 TU1444  DESIGNATION -  AHUA OVERPASS
 TU1444  PID         -  TU1444
 TU1444  STATE/COUNTY-  HI/HONOLULU
 TU1444  USGS QUAD   -  HONOLULU (1983)
 TU1444
 TU1444                         *CURRENT SURVEY CONTROL
 TU1444  ___________________________________________________________________
 TU1444* NAD 83(1993)-  21 20 39.25999(N)    157 53 34.51628(W)     ADJUSTED  
 TU1444* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU1444  ___________________________________________________________________
 TU1444  EPOCH DATE  -        1993.62
 TU1444  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 TU1444  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1444
 TU1444  HORZ ORDER  -  THIRD
 TU1444
 TU1444.The horizontal coordinates were established by classical geodetic methods
 TU1444.and adjusted by the National Geodetic Survey in December 1998..
 TU1444.The horizontal coordinates are valid at the epoch date displayed above.
 TU1444.The epoch date for horizontal control is a decimal equivalence
 TU1444.of Year/Month/Day.
 TU1444
 TU1444.The orthometric height was scaled from a topographic map.
 TU1444
 TU1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1444
 TU1444.The geoid height was determined by GEOID03.
 TU1444
 TU1444;                    North         East     Units Scale Factor Converg.
 TU1444;SPC HI 3     -    19,664.442   511,107.194   MT  0.99999152   +0 02 20.3
 TU1444;UTM  04      - 2,360,649.973   614,796.799   MT  0.99976284   +0 24 10.8
 TU1444
 TU1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1444!SPC HI 3     -   0.99999627  x   0.99999152  =   0.99998779
 TU1444!UTM  04      -   0.99999627  x   0.99976284  =   0.99975911
 TU1444
 TU1444|---------------------------------------------------------------------|
 TU1444| PID    Reference Object                     Distance      Geod. Az  |
 TU1444|                                                           dddmmss.s |
 TU1444| TU1442 STATE SURVEY 1 8F                   354.352 METERS 10941     |
 TU1444| TU1447 OFFSET MONUMENT 3                   231.249 METERS 33748     |
 TU1444|---------------------------------------------------------------------|
 TU1444
 TU1444                          SUPERSEDED SURVEY CONTROL
 TU1444
 TU1444  NAD 83(1986)-  21 20 39.20947(N)    157 53 34.52578(W) AD(       ) 3
 TU1444  OLD HI      -  21 20 50.60519(N)    157 53 44.40531(W) AD(       ) 3
 TU1444
 TU1444.Superseded values are not recommended for survey control.
 TU1444.NGS no longer adjusts projects to the OLD HI datum.
 TU1444.See file dsdata.txt to determine how the superseded data were derived.
 TU1444
 TU1444_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1479760650(NAD 83)
 TU1444
 TU1444  HISTORY     - Date     Condition        Report By
 TU1444  HISTORY     - 1971     MONUMENTED       HIDT
 TU1444
 TU1444                          STATION DESCRIPTION
 TU1444
 TU1444'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971
 TU1444'STATION IS LOCATED IN MOANALUA DISTRICT, HONOLULU ON THE NORTH
 TU1444'SIDE OF THE AHUA OVERPASS OVER H-1 HIGHWAY.
 TU1444'
 TU1444'TO REACH STATION FROM THE INTERSECTION OF KAMEHAMEHA HIGHWAY
 TU1444'AND MIDDLE STREET GO NORTHEASTERLY ON MIDDLE STREET FOR 0.5 OF
 TU1444'A MILE TO THE MIDDLE STREET OVERPASS OVER H-1 HIGHWAY AND ALSO
 TU1444'THE MIDDLE STREET - KAUA STREET INTERSECTION.  TURN LEFT INTO KAUA
 TU1444'STREET AND PROCEED 0.55 OF A MILE NORTHWESTERLY ON KAUA STREET
 TU1444'TO THE AHUA OVERPASS ON THE LEFT.  CONTINUE ON THE AHUA OVERPASS
 TU1444'OVER H-1 HIGHWAY FOR 0.15 OF A MILE TO THE STATION ON THE
 TU1444'RIGHT.
 TU1444'
 TU1444'STATION MARK IS A + CUT ON THE CONCRETE SIDEWALK ON THE NORTH
 TU1444'SIDE OF THE OVERPASS AND ON THE WEST END.  TIES FROM STATION
 TU1444'ARE--NW 1.5 FT., TO EDGE OF SIDEWALK, NE 4.7 FT., TO A STREET LAMP
 TU1444'POST, SE 5.0 FT., TO EDGE OF CURB, W 16.8 FT., TO END OF WOODEN
 TU1444'GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1743 ***********************************************************************
 TU1743  DESIGNATION -  AHUKINI LIGHT
 TU1743  PID         -  TU1743
 TU1743  STATE/COUNTY-  HI/KAUAI
 TU1743  USGS QUAD   -  KAPAA (1996)
 TU1743
 TU1743                         *CURRENT SURVEY CONTROL
 TU1743  ___________________________________________________________________
 TU1743* NAD 83(1993)-  21 59 33.66080(N)    159 19 54.34944(W)     ADJUSTED  
 TU1743* LOCAL TIDAL -                                                        
 TU1743  ___________________________________________________________________
 TU1743  EPOCH DATE  -        1993.62
 TU1743  LAPLACE CORR-         -13.83  (seconds)                    DEFLEC99
 TU1743  GEOID HEIGHT-          15.12  (meters)                     GEOID03
 TU1743
 TU1743  HORZ ORDER  -  THIRD
 TU1743
 TU1743.The horizontal coordinates were established by classical geodetic methods
 TU1743.and adjusted by the National Geodetic Survey in December 1998..
 TU1743.The horizontal coordinates are valid at the epoch date displayed above.
 TU1743.The epoch date for horizontal control is a decimal equivalence
 TU1743.of Year/Month/Day.
 TU1743
 TU1743
 TU1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1743
 TU1743.The geoid height was determined by GEOID03.
 TU1743
 TU1743;                    North         East     Units Scale Factor Converg.
 TU1743;SPC HI 4     -    17,654.082   517,373.174   MT  0.99999373   +0 03 46.8
 TU1743;UTM  04      - 2,432,054.261   465,753.172   MT  0.99961449   -0 07 27.3
 TU1743
 TU1743                          SUPERSEDED SURVEY CONTROL
 TU1743
 TU1743  NAD 83(1986)-  21 59 33.63949(N)    159 19 54.40280(W) AD(       ) 4
 TU1743  OLD HI      -  21 59 44.96800(N)    159 20 04.46200(W) AD(       ) 3
 TU1743
 TU1743.Superseded values are not recommended for survey control.
 TU1743.NGS no longer adjusts projects to the OLD HI datum.
 TU1743.See file dsdata.txt to determine how the superseded data were derived.
 TU1743
 TU1743_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6575332054(NAD 83)
 TU1743
 TU1743  HISTORY     - Date     Condition        Report By
 TU1743  HISTORY     - UNK      MONUMENTED
 TU1743  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1743  HISTORY     - 20050223 MARK NOT FOUND   USPSQD
 TU1743
 TU1743                          STATION DESCRIPTION
 TU1743
 TU1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1743'STATION HAS BEEN REMOVED.
 TU1743
 TU1743                          STATION RECOVERY (2005)
 TU1743
 TU1743'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1744 ***********************************************************************
 TU1744  DESIGNATION -  AHUKINI LIGHT
 TU1744  PID         -  TU1744
 TU1744  STATE/COUNTY-  HI/KAUAI
 TU1744  USGS QUAD   -  KAPAA (1996)
 TU1744
 TU1744                         *CURRENT SURVEY CONTROL
 TU1744  ___________________________________________________________________
 TU1744* NAD 83(1993)-  21 59 38.03868(N)    159 19 56.34264(W)     ADJUSTED  
 TU1744* LOCAL TIDAL -                                                        
 TU1744  ___________________________________________________________________
 TU1744  EPOCH DATE  -        1993.62
 TU1744  LAPLACE CORR-         -13.84  (seconds)                    DEFLEC99
 TU1744  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU1744
 TU1744  HORZ ORDER  -  THIRD
 TU1744
 TU1744.The horizontal coordinates were established by classical geodetic methods
 TU1744.and adjusted by the National Geodetic Survey in December 1998..
 TU1744.The horizontal coordinates are valid at the epoch date displayed above.
 TU1744.The epoch date for horizontal control is a decimal equivalence
 TU1744.of Year/Month/Day.
 TU1744
 TU1744
 TU1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1744
 TU1744.The geoid height was determined by GEOID03.
 TU1744
 TU1744;                    North         East     Units Scale Factor Converg.
 TU1744;SPC HI 4     -    17,788.675   517,315.851   MT  0.99999370   +0 03 46.1
 TU1744;UTM  04      - 2,432,188.990   465,696.311   MT  0.99961454   -0 07 28.0
 TU1744
 TU1744                          SUPERSEDED SURVEY CONTROL
 TU1744
 TU1744  NAD 83(1986)-  21 59 38.01710(N)    159 19 56.39568(W) AD(       ) 4
 TU1744  OLD HI      -  21 59 49.34700(N)    159 20 06.45200(W) AD(       ) 3
 TU1744
 TU1744.Superseded values are not recommended for survey control.
 TU1744.NGS no longer adjusts projects to the OLD HI datum.
 TU1744.See file dsdata.txt to determine how the superseded data were derived.
 TU1744
 TU1744_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6569632189(NAD 83)
 TU1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1744+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 TU1744
 TU1744  HISTORY     - Date     Condition        Report By
 TU1744  HISTORY     - 1927     MONUMENTED       CGS
 TU1744  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1744  HISTORY     - 1983     GOOD             USPSQD
 TU1744  HISTORY     - 1988     GOOD             USPSQD
 TU1744  HISTORY     - 19910621 GOOD             USPSQD
 TU1744  HISTORY     - 19970110 GOOD             USPSQD
 TU1744  HISTORY     - 19970607 GOOD             USPSQD
 TU1744  HISTORY     - 19980819 GOOD             USPSQD
 TU1744  HISTORY     - 20050223 GOOD             USPSQD
 TU1744
 TU1744                          STATION DESCRIPTION
 TU1744
 TU1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1744'ON EASTERN SHORE OF KAUAI, AT THE NORTH END OF BREAKWATER AT
 TU1744'ENTRANCE TO HANAMAULU BAY, AN UNWATCHED CONCRETE LIGHTHOUSE.
 TU1744
 TU1744                          STATION RECOVERY (1965)
 TU1744
 TU1744'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1744'STATION WAS IDENT                 IFIED BY ANGLE AT STATION MAULU
 TU1744'1927 AND RECOVERED, IN GOOD CONDITION, ALTHOUGH ABANDONED AND
 TU1744'THE LIGHT REMOVED FROM THE TOP.
 TU1744'
 TU1744'STATION IS A GREY, CONCRETE TOWER 20 FEET TALL.  IT IS 6 FEET
 TU1744'SQUARE AT THE BASE AND 18 INCHES SQUARE AT THE TOP.  LOCATED ON
 TU1744'OUTER END OF THE BREAKWATER AT ENTRANCE TO HANAMAULU BAY, ABOUT 1
 TU1744'MILE EAST OF HANAMAULU.
 TU1744
 TU1744                          STATION RECOVERY (1983)
 TU1744
 TU1744'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1744'STA. RECOVERED AS DESCRIBED BY DMW 1965.
 TU1744
 TU1744                          STATION RECOVERY (1988)
 TU1744
 TU1744'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1744'RECOVERED IN GOOD CONDITION.
 TU1744
 TU1744                          STATION RECOVERY (1991)
 TU1744
 TU1744'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1744'RECOVERED IN GOOD CONDITION.
 TU1744
 TU1744                          STATION RECOVERY (1997)
 TU1744
 TU1744'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1744'RECOVERED IN GOOD CONDITION.
 TU1744
 TU1744                          STATION RECOVERY (1997)
 TU1744
 TU1744'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1744'RECOVERED IN GOOD CONDITION.
 TU1744
 TU1744                          STATION RECOVERY (1998)
 TU1744
 TU1744'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1744'RECOVERED IN GOOD CONDITION.
 TU1744
 TU1744                          STATION RECOVERY (2005)
 TU1744
 TU1744'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU1744'STATION IS NOW WHITE, NOT GREY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2550 ***********************************************************************
 TU2550  DESIGNATION -  AHUMOA RESET
 TU2550  PID         -  TU2550
 TU2550  STATE/COUNTY-  HI/HAWAII
 TU2550  USGS QUAD   -  AHUMOA (1982)
 TU2550
 TU2550                         *CURRENT SURVEY CONTROL
 TU2550  ___________________________________________________________________
 TU2550* NAD 83(1993)-  19 48 33.05232(N)    155 36 40.69200(W)     ADJUSTED  
 TU2550* LOCAL TIDAL -      2146.4    (meters)    7042.     (feet)  VERT ANG  
 TU2550  ___________________________________________________________________
 TU2550  EPOCH DATE  -        1993.62
 TU2550  LAPLACE CORR-          10.52  (seconds)                    DEFLEC99
 TU2550  GEOID HEIGHT-          25.91  (meters)                     GEOID03
 TU2550
 TU2550  HORZ ORDER  -  SECOND
 TU2550
 TU2550.The horizontal coordinates were established by classical geodetic methods
 TU2550.and adjusted by the National Geodetic Survey in December 1998..
 TU2550.The horizontal coordinates are valid at the epoch date displayed above.
 TU2550.The epoch date for horizontal control is a decimal equivalence
 TU2550.of Year/Month/Day.
 TU2550
 TU2550.The orthometric height was determined by vertical angle observations.
 TU2550
 TU2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2550
 TU2550.The geoid height was determined by GEOID03.
 TU2550
 TU2550;                    North         East     Units Scale Factor Converg.
 TU2550;SPC HI 1     -   108,022.653   488,338.843   MT  0.99996835   -0 02 15.8
 TU2550;UTM  05      - 2,192,479.115   226,442.925   MT  1.00052506   -0 53 07.8
 TU2550
 TU2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2550!SPC HI 1     -   0.99965865  x   0.99996835  =   0.99962701
 TU2550!UTM  05      -   0.99965865  x   1.00052506  =   1.00018353
 TU2550
 TU2550|---------------------------------------------------------------------|
 TU2550| PID    Reference Object                     Distance      Geod. Az  |
 TU2550|                                                           dddmmss.s |
 TU2550| CN4625 AHUMOA RM 1                           7.012 METERS 05219     |
 TU2550| CN4626 AHUMOA RM 2                           4.795 METERS 09327     |
 TU2550| CN4627 AHUMOA RM 2 CROSS                     3.646 METERS 15219     |
 TU2550| CN4628 AHUMOA RM 3                           2.736 METERS 29419     |
 TU2550| TU2600 PUU HINAI                           APPROX.20.2 KM 3002842.4 |
 TU2550|---------------------------------------------------------------------|
 TU2550
 TU2550                          SUPERSEDED SURVEY CONTROL
 TU2550
 TU2550  NAD 83(1986)-  19 48 33.03116(N)    155 36 40.71266(W) AD(       ) 2
 TU2550  OLD HI      -  19 48 43.99900(N)    155 36 50.70200(W) AD(       ) 2
 TU2550
 TU2550.Superseded values are not recommended for survey control.
 TU2550.NGS no longer adjusts projects to the OLD HI datum.
 TU2550.See file dsdata.txt to determine how the superseded data were derived.
 TU2550
 TU2550_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2644392479(NAD 83)
 TU2550
 TU2550  HISTORY     - Date     Condition        Report By
 TU2550  HISTORY     - 1882     MONUMENTED       HIGS
 TU2550  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2550  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2550  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2550
 TU2550                          STATION DESCRIPTION
 TU2550
 TU2550'DESCRIBED BY HAWAII GEODETIC SURVEY 1882
 TU2550'IN CENTRAL PART OF HAWAII, ON PROMINENT HILL OF SAME NAME, WEST
 TU2550'OF MAUNA KEA.  MARKED BY A TRIANGLE CUT IN A LARGE ROCK IN SITU,
 TU2550'WITH A DRILL HOLE 4-1/2 INCHES DEEP IN ITS CENTER, IN WHICH ARE A
 TU2550'PAIR OF SPECTACLE RIMS.  THREE REFERENCE CROSSES WERE CUT IN
 TU2550'THE ROCK AT DISTANCES OF 4,5, AND 11.2 FEET, AND A STONE CAIRN
 TU2550'WAS ERECTED OVER THE STATION, 8 FEET IN DIAMETER AND 6 FEET
 TU2550'HIGH.
 TU2550
 TU2550                          STATION RECOVERY (1938)
 TU2550
 TU2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2550'LOCATION OF STATION--ON THE NORTHERLY CRATER RIM OF A HILL NAMED
 TU2550'AHUMOA ON THE SOUTHWESTERLY SLOPE OF MAUNA KEA.  THIS HILL
 TU2550'IS ABOUT 1-1/2 MILES ABOVE THE WAIKI-HUMUULA ROAD AND ABOUT 4
 TU2550'MILES SOUTHWEST OF WAIKI STATION.
 TU2550'
 TU2550'OLD STATION MARK FOUND--THE ORIGINAL DRILL HOLE IN CENTER
 TU2550'OF TRIANGULATION STATION CUT IN LARGE ROCK WAS FOUND TO AGREE WITH
 TU2550'THE OLD TIE MARKS.  A LARGE CAIRN OF ROCKS WAS FOUND SET OVER
 TU2550'THE MARK.
 TU2550'
 TU2550'NEW STATION MARK--2-1/2 IN PIPE 6 FEET LONG SET SOLIDLY IN CONCRETE
 TU2550'OVER THE MARK.  THE CAIRN WAS REBUILT AROUND THIS PIPE ABOUT 6
 TU2550'FEET HIGH AND 10-FEET IN DIAMETER AND THE TOP OF THE CAIRN
 TU2550'CEMENTED.  STANDARD H.T.S. METAL TARGET USED.
 TU2550
 TU2550                          STATION RECOVERY (1948)
 TU2550
 TU2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2550'IN 1882 THE STATION WAS A TRIANGLE CUT INTO A LARGE ROCK IN
 TU2550'SITU, WITH A DRILL HOLE 4-1/2 INCHES DEEP IN ITS CENTER, IN WHICH
 TU2550'ARE A PAIR OF SPECTACLE RIMS.  IN 1938 THE ORIGINAL STATION WAS
 TU2550'REPORTED RECOVERED BY THE HAWAIIAN TERRITORY SURVEY AND WAS
 TU2550'REPORTED TO AGREE WITH THE ORIGINAL MEASUREMENTS TO THE THREE
 TU2550'REFERENCE MARKS ESTABLISHED IN 1882.  ALSO IN 1938 A NEW STATION
 TU2550'MARK, CONSISTING OF A 2-1/2 INCH PIPE SET INTO CONCRETE, WAS
 TU2550'REPORTED TO HAVE BEEN CENTERED OVER THE ORIGINAL MARK.
 TU2550'HOWEVER, IN 1948, THE ONE ORIGINAL REFERENCE MARK WHICH WAS
 TU2550'RECOVERED FAILED TO CHECK THE ORIGINAL MEASURED DISTANCE BY
 TU2550'0.7 OF A FOOT.  A NEW DESCRIPTION FOLLOWS--
 TU2550'
 TU2550'THE STATION IS LOCATED ON THE CREST OF THE NORTHWESTERN RIM OF A
 TU2550'PROMINENT VOLCANIC KNOLL NAMED AHUMOA WHICH LIES ABOUT 10 MILES WEST
 TU2550'OF THE SUMMIT OF MAUNA KEA, ABOUT 4 MILES SOUTH SOUTHEAST OF
 TU2550'WAIKII, ABOUT 1.7 MILES EAST OF THE ROAD WHICH RUNS BETWEEN WAIMEA
 TU2550'AND HILO AND ABOUT 0.2 MILE NORTHWEST OF THE HIGHEST GROUND ON THE
 TU2550'HILL.
 TU2550'
 TU2550'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2550'PROJECTS ABOUT 2 FEET AND IS SET IN THE TOP OF A TRIANGULAR SLAB
 TU2550'OF CONCRETE WHICH IS 7 FEET ON EACH SIDE.  THIS SLAB OF CONCRETE IS
 TU2550'SET ON THE TOP OF A CAIRN WHICH IS ABOUT 6 FEET IN HEIGHT AND IS
 TU2550'ABOUT 10 FEET IN DIAMETER.
 TU2550'
 TU2550'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948, SET
 TU2550'IN CONCRETE IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS 6
 TU2550'INCHES AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 TU2550'
 TU2550'REFERENCE MARK NUMBER 2 IS A CROSS IN A FLAT ROCK WHICH IS FLUSH
 TU2550'WITH THE SURFACE OF THE GROUND AND IS ABOUT 6 FEET LOWER THAN THE
 TU2550'STATION.
 TU2550
 TU2550                          STATION RECOVERY (1967)
 TU2550
 TU2550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2550'STATION AND REFERENCE CROSS WERE RECOVERED IN GOOD CONDITION,
 TU2550'ALTHOUGH THE PRESENT DISTANCE TO THE CROSS DOES NOT CHECK THE
 TU2550'1948 DISTANCE.  REFER-MARK NUMBER ONE HAS BEEN DESTROYED.  TWO
 TU2550'NEW REFERENCE MARKS, NUMBER TWO AND THREE, WERE ESTABLISHED.  A
 TU2550'COMPLETE DESCRIPTION FOLLOWS--
 TU2550'
 TU2550'STATION IS LOCATED ABOUT 15-1/2 MILES SOUTH-SOUTHEAST OF KAMUELA,
 TU2550'10 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 19 AND 20, AND
 TU2550'2 MILES EAST OF THE KILOHANA GIRL SCOUT CAMP, AT ABOUT 7042 FEET
 TU2550'ELEVATION, ON THE NORTH RIM OF AN OLD CRATER NAMED AHUMOA,
 TU2550'A PROMINENT HILL COVERED WITH DENSE BRUSH.  AN OLD QUONSET
 TU2550'BUILDING, HIDDEN BY HIGH BRUSH, IS ON THE SOUTHEAST RIM AND
 TU2550'HIGHEST POINT OF THE HILL, AT END OF TRACK ROAD.
 TU2550'
 TU2550'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON
 TU2550'STATE HIGHWAY 19 FOR 6.5 MILES.  TAKE LEFT FORK AND GO SOUTH
 TU2550'ON STATE HIGHWAY 20 FOR 9.9 MILES TO GREEN BOARD GATE ON LEFT, 50
 TU2550'YARDS PAST GIRL SCOUT CAMP.  PASS THROUGH GATE AND FOLLOW RED
 TU2550'CINDER ROAD FOR 1.65 MILES TO FORK.  TAKE RIGHT FORK AND GO 1.35
 TU2550'MILES TO END OF TRUCK TRAVEL AT TOP OF GRADE (0.1 MILE BEFORE END
 TU2550'OF ROAD).  PACK NORTHEAST ALONG RIM FOR ABOUT 175 YARDS TO
 TU2550'STATION.
 TU2550'
 TU2550'STATION IS THE CENTER OF A 2-1/2-INCH IRON PIPE PROJECTING 2
 TU2550'FEET FROM THE CENTER OF A 4-FOOT-DIAMETER CONCRETE PLATFORM
 TU2550'ON THE TOP OF A VERY LARGE, PROMINENT, FLAT-TOPPED CAIRN 8 FEET
 TU2550'IN DIAMETER AND 6 FEET HIGH.  A RED AND WHITE METAL TARGET SETS
 TU2550'IN THE IRON PIPE AND EXTENDS 7 FEET ABOVE PLATFORM.
 TU2550'
 TU2550'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AHUMOA HGS
 TU2550'1882 NO 2 1967, CEMENTED IN A DRILL HOLE IN A 16-INCH, TRIANGULAR
 TU2550'BOULDER THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 6.4 FEET LOWER
 TU2550'THAN TOP OF STATION.
 TU2550'
 TU2550'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED AHUMOA
 TU2550'HGS 1882 NO 3 1967, CEMENTED IN A DRILL HOLE IN A 20-INCH BOULDER
 TU2550'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 7.7 FEET LOWER THAN
 TU2550'TOP OF STATION PIPE.
 TU2550'
 TU2550'REFERENCE CROSS IS A 4-INCH CROSS, CHISELED IN THE TOP OF A BLACK
 TU2550'BEDROCK OUTCROP THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 8
 TU2550'INCHES NORTH OF A SQUARE IRON PIN THAT PROJECTS 4 INCHES ABOVE
 TU2550'GROUND, AND IS 7.4 FEET LOWER THAN TOP OF STATION PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2967 ***********************************************************************
 TU2967  DESIGNATION -  AHUPAI
 TU2967  PID         -  TU2967
 TU2967  STATE/COUNTY-  HI/MAUI
 TU2967  USGS QUAD   -  PAIA (1997)
 TU2967
 TU2967                         *CURRENT SURVEY CONTROL
 TU2967  ___________________________________________________________________
 TU2967* NAD 83(1993)-  20 50 40.23815(N)    156 20 14.21392(W)     ADJUSTED  
 TU2967* LOCAL TIDAL -       448.2    (meters)    1470.     (feet)  VERT ANG  
 TU2967  ___________________________________________________________________
 TU2967  EPOCH DATE  -        1993.62
 TU2967  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 TU2967  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU2967
 TU2967  HORZ ORDER  -  FIRST
 TU2967
 TU2967.The horizontal coordinates were established by classical geodetic methods
 TU2967.and adjusted by the National Geodetic Survey in December 1998..
 TU2967.The horizontal coordinates are valid at the epoch date displayed above.
 TU2967.The epoch date for horizontal control is a decimal equivalence
 TU2967.of Year/Month/Day.
 TU2967
 TU2967.The orthometric height was determined by vertical angle observations.
 TU2967
 TU2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2967
 TU2967.The geoid height was determined by GEOID03.
 TU2967
 TU2967;                    North         East     Units Scale Factor Converg.
 TU2967;SPC HI 2     -    56,626.498   534,280.634   MT  0.99998118   +0 07 01.9
 TU2967;UTM  04      - 2,307,231.613   777,093.737   MT  1.00054898   +0 56 53.1
 TU2967
 TU2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2967!SPC HI 2     -   0.99992700  x   0.99998118  =   0.99990819
 TU2967!UTM  04      -   0.99992700  x   1.00054898  =   1.00047594
 TU2967
 TU2967:                Primary Azimuth Mark                     Grid Az
 TU2967:SPC HI 2     -  PUU O KOHA RESET                         233 31 07.3
 TU2967:UTM  04      -  PUU O KOHA RESET                         232 41 16.1
 TU2967
 TU2967|---------------------------------------------------------------------|
 TU2967| PID    Reference Object                     Distance      Geod. Az  |
 TU2967|                                                           dddmmss.s |
 TU2967| TU2969 PUU O KOHA RESET                    APPROX. 4.1 KM 2333809.2 |
 TU2967| CN4630 AHUPAI RM 2                          10.213 METERS 23350     |
 TU2967| CN4631 AHUPAI RM 3                           6.968 METERS 24322     |
 TU2967| CN4629 AHUPAI RM 1                          10.001 METERS 34914     |
 TU2967|---------------------------------------------------------------------|
 TU2967
 TU2967                          SUPERSEDED SURVEY CONTROL
 TU2967
 TU2967  NAD 83(1986)-  20 50 40.19746(N)    156 20 14.20932(W) AD(       ) 1
 TU2967  OLD HI      -  20 50 51.73800(N)    156 20 24.34500(W) AD(       ) 1
 TU2967
 TU2967.Superseded values are not recommended for survey control.
 TU2967.NGS no longer adjusts projects to the OLD HI datum.
 TU2967.See file dsdata.txt to determine how the superseded data were derived.
 TU2967
 TU2967_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7709407232(NAD 83)
 TU2967_MARKER: Z = SEE DESCRIPTION
 TU2967_SETTING: 0 = UNSPECIFIED SETTING
 TU2967
 TU2967  HISTORY     - Date     Condition        Report By
 TU2967  HISTORY     - 1950     MONUMENTED       CGS
 TU2967  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2967
 TU2967                          STATION DESCRIPTION
 TU2967
 TU2967'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2967'LOCATED IN NORTH MAUI, MAKAWAO DISTRICT, ON H. C. AND
 TU2967'S. CO. PROPERTY, ABOUT 8.5 MILES, AIRLINE EAST OF KAHULUI, 4 MILES
 TU2967'SOUTHEAST OF PAIA AND 0.5 MILES NORTHEAST OF THE HALEAKALA
 TU2967'HIGHWAY, ON A PROMINENT LOW KNOLL IN A PINEAPPLE FIELD.  THE KNOLL
 TU2967'IS GRASS COVERED ON THE WEST SLOPE.
 TU2967'
 TU2967'STATION IS A STANDARD DISK CEMENTED IN A TWO INCH PIPE IN A
 TU2967'CONCRETE MONUMENT FLUSH WITH THE GROUND, STAMPED AHUPAI 1950.  THE
 TU2967'CONCRETE MONUMENT WAS A PLANTATION SURVEY STATION.
 TU2967'
 TU2967'REFERENCE MARK NO.1 IS NORTH NORTHWEST OF THE STATION AND 20
 TU2967'FEET SOUTHEAST OF A FIELD ROAD.  A STANDARD DISK WELDED TO THE
 TU2967'TOP OF A TWO INCH PIPE SET IN CONCRETE AND PROJECTING 10 INCHES,
 TU2967'STAMPED, AHUPAI NO 1 1950.
 TU2967'
 TU2967'REFERENCE MARK NO.2 IS SOUTHWEST OF THE STATION AND 25 FEET
 TU2967'WEST OF A FIELD ROAD.  A STANDARD DISK WELDED TO THE TOP OF A
 TU2967'TWO INCH PIPE SET IN CONCRETE AND PROJECTING 8 INCHES, STAMPED
 TU2967'AHUPAI NO 2 1950.
 TU2967'
 TU2967'TO REACH FROM THE POST OFFICE AT KAHULUI--GO EASTERLY ON MAIN
 TU2967'HIGHWAY TOWARD PAIA FOR 3.1 MILES, TURN RIGHT AS PER SIGN
 TU2967'HALEAKALA AND GO SOUTHEAST ON KULA ROAD FOR 5.0 MILES.  TURN
 TU2967'LEFT AS PER SIGN HALIIMAILE VILLAGE AND GO NORTHERLY ON PAVED ROAD
 TU2967'FOR 0.75 MILES TO POWER POLE NO. 14, TURN RIGHT AND GO EAST ON
 TU2967'MAIN DIRT FIELD ROAD FOR 1.6 MILES TO TOP OF HILL AND STATION.
 TU2967'
 TU2967'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 TU2967
 TU2967                          STATION RECOVERY (1968)
 TU2967
 TU2967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2967'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION, BUT
 TU2967'RM NO. 2 HAS BEEN DESTROYED.  A NEW REFERENCE MARK, NO. 3, WAS
 TU2967'ESTABLISHED AND A WITNESS POST WAS SET.  A COMPLETE DESCRIPTION
 TU2967'FOLLOWS--
 TU2967'
 TU2967'STATION IS LOCATED ABOUT 3/4-MILE NORTH-NORTHWEST OF PUKALANI AND
 TU2967'1-3/4 MILES WEST-SOUTHWEST OF MAKAWAO, AT ABOUT 1470 FEET
 TU2967'ELEVATION, ON A GRASSY AREA ON THE NORTHWEST END OF A FLAT HILL
 TU2967'PLANTED IN PINEAPPLE.
 TU2967'
 TU2967'TO REACH STATION FROM THE POST OFFICE IN PUKALANI, GO NORTHWEST
 TU2967'ON STATE HIGHWAY 37 FOR 0.7 MILE.  TURN RIGHT ON MAKANI RD. AND
 TU2967'GO 0.45 MILE TO END OF MACADAM.  CONTINUE AHEAD, ON DIRT ROAD
 TU2967'INTO PINEAPPLE FIELD, FOR 0.1 MILE TO CROSSROAD.  TURN LEFT AND
 TU2967'GO NORTHWEST FOR 0.2 MILE TO END OF HILL AND STATION ON LEFT,
 TU2967'AT A T-ROAD LEFT.
 TU2967'
 TU2967'STATION MARK IS A STANDARD DISK STAMPED AHUPAI 1950, SET IN
 TU2967'CONCRETE 6 INCHES BELOW GROUND LEVEL.  IT IS 38 FEET SOUTHWEST OF
 TU2967'CENTER LINE OF MAIN FIELD ROAD, 11 FEET NORTHWEST OF CENTER LINE
 TU2967'OF THE T-ROAD AND 3 FEET SOUTHWEST OF A WHITE WITNESS POST.  THERE
 TU2967'IS A LARGE CAIRN, WITH SIGNAL IN MIDDLE, CENTERED OVER THE MARK.
 TU2967'
 TU2967'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AHUPAI NO
 TU2967'1 1950, SET IN THE TOP OF A 2-INCH, IRON PIPE THAT PROJECTS 10
 TU2967'INCHES ABOVE GROUND.  IT IS 27 FEET SOUTHWEST OF CENTER LINE
 TU2967'OF MAIN FIELD ROAD AND 1.2 FEET LOWER THAN STATION MARK.
 TU2967'
 TU2967'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED AHUPAI
 TU2967'1950 NO 3 1968, BRAZED TO THE TOP OF A 2-INCH, IRON PIPE THAT IS
 TU2967'SET IN CONCRETE AND PROJECTS 10 INCHES ABOVE GROUND.  IT IS 0.4
 TU2967'FOOT HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2828 ***********************************************************************
 TU2828  DESIGNATION -  AHUULA
 TU2828  PID         -  TU2828
 TU2828  STATE/COUNTY-  HI/MAUI
 TU2828  USGS QUAD   -  KIPAHULU (1983)
 TU2828
 TU2828                         *CURRENT SURVEY CONTROL
 TU2828  ___________________________________________________________________
 TU2828* NAD 83(1993)-  20 40 04.63868(N)    156 03 45.65828(W)     ADJUSTED  
 TU2828* LOCAL TIDAL -       354.1    (meters)    1162.     (feet)  VERT ANG  
 TU2828  ___________________________________________________________________
 TU2828  EPOCH DATE  -        1993.62
 TU2828  LAPLACE CORR-         -11.30  (seconds)                    DEFLEC99
 TU2828  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU2828
 TU2828  HORZ ORDER  -  FIRST
 TU2828
 TU2828.The horizontal coordinates were established by classical geodetic methods
 TU2828.and adjusted by the National Geodetic Survey in December 1998..
 TU2828.The horizontal coordinates are valid at the epoch date displayed above.
 TU2828.The epoch date for horizontal control is a decimal equivalence
 TU2828.of Year/Month/Day.
 TU2828
 TU2828.The orthometric height was determined by vertical angle observations.
 TU2828
 TU2828.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2828
 TU2828.The geoid height was determined by GEOID03.
 TU2828
 TU2828;                    North         East     Units Scale Factor Converg.
 TU2828;SPC HI 2     -    37,162.032   562,933.052   MT  1.00001559   +0 12 47.5
 TU2828;UTM  04      - 2,288,170.563   806,043.262   MT  1.00075771   +1 02 15.1
 TU2828;UTM  05      - 2,288,412.351   180,885.490   MT  1.00085873   -1 04 54.8
 TU2828
 TU2828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2828!SPC HI 2     -   0.99994186  x   1.00001559  =   0.99995745
 TU2828!UTM  04      -   0.99994186  x   1.00075771  =   1.00069953
 TU2828!UTM  05      -   0.99994186  x   1.00085873  =   1.00080054
 TU2828
 TU2828|---------------------------------------------------------------------|
 TU2828| PID    Reference Object                     Distance      Geod. Az  |
 TU2828|                                                           dddmmss.s |
 TU2828| CN4633 AHUULA RM 2                           9.480 METERS 02313     |
 TU2828| TU2826 KIPAHULU OLD SUGAR MILL STACK       APPROX. 1.7 KM 1555032.1 |
 TU2828| CN4632 AHUULA RM 1                           9.779 METERS 18854     |
 TU2828|---------------------------------------------------------------------|
 TU2828
 TU2828                          SUPERSEDED SURVEY CONTROL
 TU2828
 TU2828  NAD 83(1986)-  20 40 04.60735(N)    156 03 45.67986(W) AD(       ) 1
 TU2828  OLD HI      -  20 40 16.08900(N)    156 03 55.76000(W) AD(       ) 1
 TU2828
 TU2828.Superseded values are not recommended for survey control.
 TU2828.NGS no longer adjusts projects to the OLD HI datum.
 TU2828.See file dsdata.txt to determine how the superseded data were derived.
 TU2828
 TU2828_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0604388171(NAD 83)
 TU2828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2828_SETTING: 66 = SET IN ROCK OUTCROP
 TU2828
 TU2828  HISTORY     - Date     Condition        Report By
 TU2828  HISTORY     - 1950     MONUMENTED       CGS
 TU2828  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2828
 TU2828                          STATION DESCRIPTION
 TU2828
 TU2828'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2828'THE STATION IS LOCATED ON A SMALL, GRASSY, KNOLL WHICH LIES ABOUT
 TU2828'1.0 MILE NORTH NORTHWEST OF KIPAHULU, ABOUT 0.4 MILE SOUTHWEST
 TU2828'OF OHEO GULCH, ABOUT 0.1 MILE SOUTHWEST OF A WIRE GATE AND 77
 TU2828'FEET SOUTH SOUTHWEST OF THE HIGHEST PART OF THE KNOLL.
 TU2828'
 TU2828'TO REACH FROM THE VILLAGE OF KIPAHULU.  GO NORTHWEST, ON THE
 TU2828'TRACK ROAD WHICH LEADS INTO THE KIPAHULU VALLEY, FOR 0.8
 TU2828'MILE.  BEAR TO THE LEFT AND GO 0.2 MILE.  CROSS OVER A SMALL
 TU2828'GULLY AND PASS THROUGH A WIRE GATE.  THEN GO TO THE RIGHT, WEST,
 TU2828'FOR ABOUT 0.1 MILE TO THE SUMMIT OF THE KNOLL AND THE STATION.
 TU2828'
 TU2828'THE STATION IS A STANDARD DISK, STAMPED AHUULA 1950, SET INTO A
 TU2828'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 TU2828'
 TU2828'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED AHUULA NO
 TU2828'1 1950, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 3
 TU2828'FEET ON THE EAST SIDE AND IS FLUSH WITH THE CREST OF THE RIDGE
 TU2828'ON THE WEST.  IT IS LOCATED ABOUT 3 FEET LOWER THAN THE STATION.
 TU2828'
 TU2828'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED AHUULA NO
 TU2828'2 1950, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 TU2828'1 FOOT.  IT IS LOCATED ON THE WEST SLOPE OF THE STATION HILL
 TU2828'ABOUT 3 FEET LOWER THAN THE STATION.
 TU2828
 TU2828                          STATION RECOVERY (1969)
 TU2828
 TU2828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2828'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THERE
 TU2828'IS A SLIGHT DISCREPANCY IN THE OLD DISTANCE TO RM 1.  IT WAS
 TU2828'DOUBLE-CHECKED AND THE 1969 DISTANCE IS CORRECT.  A COMPLETE
 TU2828'DESCRIPTION FOLLOWS--
 TU2828'
 TU2828'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHWEST OF HANA, AND 1
 TU2828'MILE NORTHWEST OF THE KIPAHULU RANCH HEADQUARTERS, ON A SHARP HILL
 TU2828'OF ABOUT 1162 FEET ELEVATION, COVERED WITH SCRUB GUAVA BRUSH,
 TU2828'AND OVERLOOKING THE SURROUNDING GREEN PASTURES.  A SMALL RIDGE,
 TU2828'WITH MANY BLACK ROCK OUTCROPS, RUNS DOWN TO SOUTHEAST FROM
 TU2828'STATION.  THERE IS A WIRE FENCE RUNNING OVER THE HILL UP NEAR
 TU2828'THE TOP, ON THE NORTHEAST SIDE.
 TU2828'
 TU2828'TO REACH STATION FROM THE KIPAHULU RANCH HEADQUARTERS, GO EAST
 TU2828'ON THE MAIN ROAD FOR 0.4 MILE TO BOARD GATE.  PASS THROUGH BOARD
 TU2828'GATE ON LEFT AND FOLLOW TRACK ROAD FOR 0.45 MILE TO A FORK.  TAKE
 TU2828'LEFT FORK, PASS THROUGH A WIRE GATE, AND GO 0.8 MILE TO TOP OF
 TU2828'GRADE.  BEAR LEFT, ACROSS PASTURE, AND GO 0.15 MILE TO END OF
 TU2828'TRUCK TRAVEL AT A ROCKY RAVINE CROSSING, AT NORTHEAST SIDE OF
 TU2828'STATION HILL.  PACK WEST, THROUGH BOARD GATE AND ON AROUND
 TU2828'POINT OF HILL, FOR ABOUT 125 YARDS, THEN GO RIGHT, UP SIDE OF
 TU2828'HILL, ABOUT 100 YARDS TO STATION.
 TU2828'
 TU2828'STATION MARK IS A STANDARD DISK STAMPED AHUULA 1950, CEMENTED IN
 TU2828'A DRILL HOLE IN BEDROCK FLUSH WITH TOP OF HILL.  IT IS 103 FEET
 TU2828'SOUTHWEST OF THE FENCE LINE, 75 FEET SOUTHWEST OF HIGHEST POINT
 TU2828'OF THE HILL, AND ABOUT 125 YARDS WEST OF THE BOARD GATE.
 TU2828'
 TU2828'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AHUULA RM
 TU2828'NO 1 1950, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE ALONG
 TU2828'HILLTOP, 4 FEET LOWER THAN STATION MARK.
 TU2828'
 TU2828'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AHUULA RM
 TU2828'NO 2 1950, CEMENTED IN A DRILL HOLE IN A 2-FOOT ROCK OUTCROP
 TU2828'PROJECTING 1 FOOT FROM GROUND ON THE LOWER SIDE AND FLUSH WITH
 TU2828'GROUND ON UPPER SIDE.  IT IS ABOUT 2 FEET LOWER THAN STATION MARK.
 TU2828'
 TU2828'NOTE--4-WHEEL-DRIVE VEHICLE IS NEEDED TO DRIVE UP THE PASTURE
 TU2828'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3153 ***********************************************************************
 TU3153  DESIGNATION -  AID
 TU3153  PID         -  TU3153
 TU3153  STATE/COUNTY-  HI/MAUI
 TU3153  USGS QUAD   -  
 TU3153
 TU3153                         *CURRENT SURVEY CONTROL
 TU3153  ___________________________________________________________________
 TU3153* NAD 83(1993)-  20 33 55.63130(N)    156 37 07.34463(W)     ADJUSTED  
 TU3153* LOCAL TIDAL -       131.     (meters)     430.     (feet)  SCALED    
 TU3153  ___________________________________________________________________
 TU3153  EPOCH DATE  -        1993.62
 TU3153  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 TU3153  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3153
 TU3153  HORZ ORDER  -  THIRD
 TU3153
 TU3153.The horizontal coordinates were established by classical geodetic methods
 TU3153.and adjusted by the National Geodetic Survey in December 1998..
 TU3153.The horizontal coordinates are valid at the epoch date displayed above.
 TU3153.The epoch date for horizontal control is a decimal equivalence
 TU3153.of Year/Month/Day.
 TU3153
 TU3153.The orthometric height was scaled from a topographic map.
 TU3153
 TU3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3153
 TU3153.The geoid height was determined by GEOID03.
 TU3153
 TU3153;                    North         East     Units Scale Factor Converg.
 TU3153;SPC HI 2     -    25,697.851   505,000.525   MT  0.99996698   +0 01 00.6
 TU3153;UTM  04      - 2,275,869.254   748,248.374   MT  1.00036170   +0 50 12.9
 TU3153
 TU3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3153!SPC HI 2     -   0.99997692  x   0.99996698  =   0.99994390
 TU3153!UTM  04      -   0.99997692  x   1.00036170  =   1.00033861
 TU3153
 TU3153:                Primary Azimuth Mark                     Grid Az
 TU3153:SPC HI 2     -  KAHOOLAWE 1871                           091 17 24.7
 TU3153:UTM  04      -  KAHOOLAWE 1871                           090 28 12.4
 TU3153
 TU3153|---------------------------------------------------------------------|
 TU3153| PID    Reference Object                     Distance      Geod. Az  |
 TU3153|                                                           dddmmss.s |
 TU3153| TU3150 KAHOOLAWE 1871                      APPROX. 3.3 KM 0911825.3 |
 TU3153| TU3176 REEF                                APPROX. 6.1 KM 2591618.0 |
 TU3153| TU3173 SHY                                 APPROX. 5.2 KM 2603214.3 |
 TU3153| TU3185 TRAY                                APPROX. 4.3 KM 2633851.8 |
 TU3153| TU3167 OAR                                 APPROX. 2.5 KM 2723950.5 |
 TU3153| TU3166 DRY                                 APPROX. 1.9 KM 2902443.3 |
 TU3153| TU3164 WET                                 APPROX. 1.6 KM 3410535.7 |
 TU3153| TU3154 CLOUD                               APPROX. 1.5 KM 3534409.7 |
 TU3153|---------------------------------------------------------------------|
 TU3153
 TU3153                          SUPERSEDED SURVEY CONTROL
 TU3153
 TU3153  NAD 83(1986)-  20 33 55.61393(N)    156 37 07.31792(W) AD(       ) 3
 TU3153  OLD HI      -  20 34 06.98900(N)    156 37 17.45200(W) AD(       ) 3
 TU3153
 TU3153.Superseded values are not recommended for survey control.
 TU3153.NGS no longer adjusts projects to the OLD HI datum.
 TU3153.See file dsdata.txt to determine how the superseded data were derived.
 TU3153
 TU3153_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4824875869(NAD 83)
 TU3153_MARKER: W = UNMONUMENTED
 TU3153_SETTING: 0 = UNSPECIFIED SETTING
 TU3153
 TU3153  HISTORY     - Date     Condition        Report By
 TU3153  HISTORY     - 1904     MONUMENTED       CGS
 TU3153  HISTORY     - 1963     MARK NOT FOUND   CGS
 TU3153
 TU3153                          STATION DESCRIPTION
 TU3153
 TU3153'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3153'NEAR THE NORTHERN SHORE OF KAHOOLAWE, ON A HILLSIDE ABOUT 4/5 MILE
 TU3153'FROM THE NORTHWEST SHORE LINE.  MARKED BY SIGNAL POLE WITH STONES
 TU3153'PILED AROUND ITS BASE.
 TU3153
 TU3153                          STATION RECOVERY (1963)
 TU3153
 TU3153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3153'A CAIRN WITH A 2 X 4 IN THE CENTER WAS RECOVERED IN THE APPROXIMATE
 TU3153'LOCATION OF THE STATION.  SINCE NO POSITIVE IDENTIFICATION CAN BE
 TU3153'MADE THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1452 ***********************************************************************
 TU1452  DESIGNATION -  AIEA
 TU1452  PID         -  TU1452
 TU1452  STATE/COUNTY-  HI/HONOLULU
 TU1452  USGS QUAD   -  WAIPAHU (1983)
 TU1452
 TU1452                         *CURRENT SURVEY CONTROL
 TU1452  ___________________________________________________________________
 TU1452* NAD 83(1993)-  21 23 36.44645(N)    157 56 09.04930(W)     ADJUSTED  
 TU1452* LOCAL TIDAL -        81.2    (meters)     266.     (feet)  VERT ANG  
 TU1452  ___________________________________________________________________
 TU1452  EPOCH DATE  -        1993.62
 TU1452  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 TU1452  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1452
 TU1452  HORZ ORDER  -  FIRST
 TU1452
 TU1452.The horizontal coordinates were established by classical geodetic methods
 TU1452.and adjusted by the National Geodetic Survey in December 1998..
 TU1452.The horizontal coordinates are valid at the epoch date displayed above.
 TU1452.The epoch date for horizontal control is a decimal equivalence
 TU1452.of Year/Month/Day.
 TU1452
 TU1452.The orthometric height was determined by vertical angle observations.
 TU1452
 TU1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1452
 TU1452.The geoid height was determined by GEOID03.
 TU1452
 TU1452;                    North         East     Units Scale Factor Converg.
 TU1452;SPC HI 3     -    25,111.528   506,652.308   MT  0.99999055   +0 01 24.2
 TU1452;UTM  04      - 2,366,067.344   610,308.411   MT  0.99975036   +0 23 17.6
 TU1452
 TU1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1452!SPC HI 3     -   0.99998475  x   0.99999055  =   0.99997530
 TU1452!UTM  04      -   0.99998475  x   0.99975036  =   0.99973512
 TU1452
 TU1452|---------------------------------------------------------------------|
 TU1452| PID    Reference Object                     Distance      Geod. Az  |
 TU1452|                                                           dddmmss.s |
 TU1452| CJ9362 AIEA RM 1                            11.765 METERS 04756     |
 TU1452| TU1392 SALT LAKE RESET                     APPROX. 4.4 KM 1391413.2 |
 TU1452| TU1450 AIEA MILL STACK                     APPROX. 1.8 KM 1481626.5 |
 TU1452| TU1402 HONOLULU MOANALUA WATER TANK        APPROX. 4.9 KM 1665315.0 |
 TU1452| TU1411 HICKAM AFB CONTROL TOWER            APPROX. 6.8 KM 1891511.2 |
 TU1452| TU1416 PEARL HARBOR WATER TANK B           APPROX. 5.1 KM 2023246.9 |
 TU1452| TU1426 HICKAM AFB WATER TOWER              APPROX. 6.2 KM 2055921.7 |
 TU1452| TU1425 PEARL HARBOR FORD IS CONT TWR       APPROX. 4.5 KM 2161159.5 |
 TU1452| CJ9363 AIEA RM 2                                          25623     |
 TU1452|---------------------------------------------------------------------|
 TU1452
 TU1452                          SUPERSEDED SURVEY CONTROL
 TU1452
 TU1452  NAD 83(1986)-  21 23 36.39619(N)    157 56 09.05915(W) AD(       ) 1
 TU1452  OLD HI      -  21 23 47.79783(N)    157 56 18.94386(W) AD(       ) 1
 TU1452
 TU1452.Superseded values are not recommended for survey control.
 TU1452.NGS no longer adjusts projects to the OLD HI datum.
 TU1452.See file dsdata.txt to determine how the superseded data were derived.
 TU1452
 TU1452_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1030866067(NAD 83)
 TU1452_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1452
 TU1452  HISTORY     - Date     Condition        Report By
 TU1452  HISTORY     - 1969     MONUMENTED       CGS
 TU1452
 TU1452                          STATION DESCRIPTION
 TU1452
 TU1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1452'THE STATION IS LOCATED ABOUT 2-1/4 MILES EAST OF PEARL CITY,
 TU1452'1-1/4 MILES NORTH-NORTHWEST OF AIEA, 1 MILE NORTH-NORTHEAST OF
 TU1452'STATE HIGHWAY 90, ALONG THE EAST SIDE OF KAONOHI STREET AND
 TU1452'ACROSS THE STREET FROM A CONCRETE RESERVOIR, AT THE NORTHEAST
 TU1452'CORNER OF A GOLF COURSE.
 TU1452'
 TU1452'TO REACH THE STATION FROM THE INTERSECTION OF WAIMANO HOME ROAD
 TU1452'AND STATE HIGHWAY 90 IN PEARL CITY, GO EAST ON STATE HIGHWAY 90
 TU1452'FOR 1.7 MILES TO A SIGNAL LIGHT AND KAONAHI STREET ON THE
 TU1452'LEFT.  TURN LEFT AND GO NORTHERLY ON KAONOHI STREET FOR 0.15 MILE
 TU1452'TO A STOP SIGN AND A DRIVE-IN THEATER ON THE LEFT, CONTINUE AHEAD
 TU1452'ON KAONOHI STREET FOR 0.85 MILE TO A RESERVOIR ON THE LEFT AND
 TU1452'STATION ON THE RIGHT.
 TU1452'
 TU1452'STATION MARK IS A STANDARD DISK STAMPED AIEA 1969, SET IN THE TOP
 TU1452'OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH IS 2 INCHES BELOW THE
 TU1452'SURFACE OF THE GROUND.  IT IS 108 FEET SOUTHWEST OF A POWER LINE
 TU1452'POLE NUMBER H-40010, 39 FEET SOUTHEAST OF THE CENTER OF STREET, 3
 TU1452'FEET SOUTHEAST OF THE CENTER OF SIDE WALK.
 TU1452'
 TU1452'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AIEA NO 1 1969,
 TU1452'CEMENTED IN A DRILL HOLE SET IN CURB OF STREET, WHICH PROJECTS
 TU1452'6 INCHES ABOVE THE SURFACE OF THE STREET.  IT IS 70 FEET WEST
 TU1452'OF POWER LINE POLE 4400, 33 FEET SOUTH OF THE CENTER OF STREET,
 TU1452'3 FEET NORTH OF THE CENTER OF SIDE WALK.
 TU1452'
 TU1452'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AIEA NO 2 1969,
 TU1452'CEMENTED IN A DRILL HOLE SET IN CURB OF STREET, WHICH PROJECTS
 TU1452'6 INCHES ABOVE THE SURFACE OF THE STREET.  IT IS 68.5 FEET EAST OF
 TU1452'POWER LINE POLE H-40010, 33 FEET SOUTH OF THE CENTER OF STREET,
 TU1452'6 FEET NORTH OF THE CENTER OF SIDE WALK.
 TU1452'
 TU1452'NO MEASUREMENT BETWEEN MARKS BECAUSE OF CONSTRUCTION IN THE AREA.
 TU1452'
 TU1452'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1450 ***********************************************************************
 TU1450  DESIGNATION -  AIEA MILL STACK
 TU1450  PID         -  TU1450
 TU1450  STATE/COUNTY-  HI/HONOLULU
 TU1450  USGS QUAD   -  WAIPAHU (1983)
 TU1450
 TU1450                         *CURRENT SURVEY CONTROL
 TU1450  ___________________________________________________________________
 TU1450* NAD 83(1993)-  21 22 47.90745(N)    157 55 37.01064(W)     ADJUSTED  
 TU1450* LOCAL TIDAL -                                                        
 TU1450  ___________________________________________________________________
 TU1450  EPOCH DATE  -        1993.62
 TU1450  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 TU1450  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU1450
 TU1450  HORZ ORDER  -  THIRD
 TU1450
 TU1450.The horizontal coordinates were established by classical geodetic methods
 TU1450.and adjusted by the National Geodetic Survey in December 1998..
 TU1450.The horizontal coordinates are valid at the epoch date displayed above.
 TU1450.The epoch date for horizontal control is a decimal equivalence
 TU1450.of Year/Month/Day.
 TU1450
 TU1450
 TU1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1450
 TU1450.The geoid height was determined by GEOID03.
 TU1450
 TU1450;                    North         East     Units Scale Factor Converg.
 TU1450;SPC HI 3     -    23,619.072   507,575.845   MT  0.99999071   +0 01 35.9
 TU1450;UTM  04      - 2,364,581.153   611,241.206   MT  0.99975291   +0 23 28.4
 TU1450
 TU1450                          SUPERSEDED SURVEY CONTROL
 TU1450
 TU1450  NAD 83(1986)-  21 22 47.85703(N)    157 55 37.02039(W) AD(       ) 4
 TU1450  OLD HI      -  21 22 59.23900(N)    157 55 46.89100(W) AD(       ) 3
 TU1450
 TU1450.Superseded values are not recommended for survey control.
 TU1450.NGS no longer adjusts projects to the OLD HI datum.
 TU1450.See file dsdata.txt to determine how the superseded data were derived.
 TU1450
 TU1450_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1124164581(NAD 83)
 TU1450
 TU1450  HISTORY     - Date     Condition        Report By
 TU1450  HISTORY     - UNK      MONUMENTED
 TU1450  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1450  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1450  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1450  HISTORY     - 19951017 GOOD             USPSQD
 TU1450
 TU1450                          STATION DESCRIPTION
 TU1450
 TU1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1450'IN S OAHU, NE OF PEARL HARBOR, AN IRON STEEL-COLORED STACK RISING
 TU1450'FROM A LARGE STRUCTURE (SUGAR MILL) OF SAME COLOR.
 TU1450
 TU1450                          STATION RECOVERY (1965)
 TU1450
 TU1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1450'STATION WAS RECOVERED.  LOCATED AT THE C AND H SUGAR MILL IN
 TU1450'AIEA.  STACK IS ABOUT 150 FEET TALL AND IS NOW PAINTED BUFF, WITH
 TU1450'THE TOP SECTION PAINTED BLACK.
 TU1450
 TU1450                          STATION RECOVERY (1969)
 TU1450
 TU1450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1450'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU1450'D. M. WHIPP IN 1965.
 TU1450'
 TU1450'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1450'IN CITY OF HONOLULU, HAWAII.
 TU1450
 TU1450                          STATION RECOVERY (1995)
 TU1450
 TU1450'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1660 ***********************************************************************
 TU1660  DESIGNATION -  AIR
 TU1660  PID         -  TU1660
 TU1660  STATE/COUNTY-  HI/HONOLULU
 TU1660  USGS QUAD   -  EWA (1983)
 TU1660
 TU1660                         *CURRENT SURVEY CONTROL
 TU1660  ___________________________________________________________________
 TU1660* NAD 83(1993)-  21 18 56.38574(N)    158 03 44.19208(W)     ADJUSTED  
 TU1660* LOCAL TIDAL -        10.2    (meters)      33.     (feet)  VERT ANG  
 TU1660  ___________________________________________________________________
 TU1660  EPOCH DATE  -        1993.62
 TU1660  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 TU1660  GEOID HEIGHT-          15.25  (meters)                     GEOID03
 TU1660
 TU1660  HORZ ORDER  -  FIRST
 TU1660
 TU1660.The horizontal coordinates were established by classical geodetic methods
 TU1660.and adjusted by the National Geodetic Survey in December 1998..
 TU1660.The horizontal coordinates are valid at the epoch date displayed above.
 TU1660.The epoch date for horizontal control is a decimal equivalence
 TU1660.of Year/Month/Day.
 TU1660
 TU1660.The orthometric height was determined by vertical angle observations.
 TU1660
 TU1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1660
 TU1660.The geoid height was determined by GEOID03.
 TU1660
 TU1660;                    North         East     Units Scale Factor Converg.
 TU1660;SPC HI 3     -    16,497.979   493,538.958   MT  0.99999052   -0 01 21.5
 TU1660;UTM  04      - 2,357,372.856   597,253.428   MT  0.99971688   +0 20 27.2
 TU1660
 TU1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1660!SPC HI 3     -   0.99999600  x   0.99999052  =   0.99998652
 TU1660!UTM  04      -   0.99999600  x   0.99971688  =   0.99971288
 TU1660
 TU1660|---------------------------------------------------------------------|
 TU1660| PID    Reference Object                     Distance      Geod. Az  |
 TU1660|                                                           dddmmss.s |
 TU1660| CJ9364 AIR RM 1                             14.781 METERS 10712     |
 TU1660| TU1662 BARBERS PT NAS BASE CONT TR BN      APPROX. 1.1 KM 2362310.7 |
 TU1660| CJ9365 AIR RM 2                             18.105 METERS 24416     |
 TU1660|---------------------------------------------------------------------|
 TU1660
 TU1660                          SUPERSEDED SURVEY CONTROL
 TU1660
 TU1660  NAD 83(1986)-  21 18 56.33410(N)    158 03 44.20293(W) AD(       ) 1
 TU1660  OLD HI      -  21 19 07.71273(N)    158 03 54.08547(W) AD(       ) 1
 TU1660
 TU1660.Superseded values are not recommended for survey control.
 TU1660.NGS no longer adjusts projects to the OLD HI datum.
 TU1660.See file dsdata.txt to determine how the superseded data were derived.
 TU1660
 TU1660_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9725357373(NAD 83)
 TU1660_MARKER: Z = SEE DESCRIPTION
 TU1660_SETTING: 0 = UNSPECIFIED SETTING
 TU1660
 TU1660  HISTORY     - Date     Condition        Report By
 TU1660  HISTORY     - 1969     MONUMENTED       CGS
 TU1660
 TU1660                          STATION DESCRIPTION
 TU1660
 TU1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1660'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF EWA, 2
 TU1660'MILES NORTHEAST OF BARBERS POINT LIGHTHOUSE, AT BARBERS POINT
 TU1660'NAVAL AIR STATION, JUST NORTH OF THE SOUTHWEST-NORTHEAST TAXIWAY,
 TU1660'AND ALONG THE EAST SIDE OF AN APPROACH ROAD TO THE RUNWAY.
 TU1660'
 TU1660'TO REACH THE STATION FROM THE POST OFFICE IN EWA, GO WEST ON THE
 TU1660'MAIN STREET FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT FOR 0.1
 TU1660'MILE TO GATE 2 OF BARBERS POINT NAVAL AIR STATION.  PASS THROUGH
 TU1660'GATE AND TURN RIGHT ON ROOSEVELT ROAD FOR 1.25 MILES TO RENDOVA
 TU1660'STREET ON THE LEFT.  TURN LEFT, SOUTH FOR 0.3 MILE TO A CROSSROAD
 TU1660'AND WHERE RENDOVA STREET CHANGES TO MIDWAY.  CONTINUE AHEAD,
 TU1660'SOUTHWEST, ON MIDWAY FOR 0.35 MILE TO THE EAST EDGE OF PARKING
 TU1660'AREA AND RUNWAY APPROACH ROAD ON THE LEFT.  TURN LEFT,
 TU1660'SOUTHEAST, ON APPROACH ROAD FOR 0.25 MILE TO THE STATION ON THE
 TU1660'LEFT.
 TU1660'
 TU1660'THE STATION MARK IS A STANDARD DISK, STAMPED AIR 1969, CEMENTED
 TU1660'IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE
 TU1660'THE SURFACE.  IT IS 99.5 FEET NORTHWEST OF A STOP SIGN AND 11
 TU1660'FEET NORTHEAST OF THE EDGE OF THE APPROACH ROAD.
 TU1660'
 TU1660'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIR NO 1 1969,
 TU1660'CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK.  IT IS 52 FEET NORTH
 TU1660'OF THE STOP SIGN AND 34 FEET NORTHEAST OF THE EDGE OF THE
 TU1660'APPROACH ROAD.
 TU1660'
 TU1660'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIR NO 2 1969,
 TU1660'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A 5-FOOT
 TU1660'SQUARE CONCRETE PAD WHICH SUPPORTS LIGHT NUMBER 9T-37.  IT IS
 TU1660'NEAR THE CENTER OF THE APPROACH ROAD.
 TU1660'
 TU1660'THE CONTROL TOWER BEACON MAY SERVE AS AN AZIMUTH, BUT A FIVE-FOOT
 TU1660'STAND IS NEEDED TO SEE THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1405 ***********************************************************************
 TU1405  FBN         -  This is a Federal Base Network Control Station.
 TU1405  PACS        -  This is a Primary Airport Control Station.
 TU1405  DESIGNATION -  AIRPORT
 TU1405  PID         -  TU1405
 TU1405  STATE/COUNTY-  HI/HONOLULU
 TU1405  USGS QUAD   -  PEARL HARBOR (1983)
 TU1405
 TU1405                         *CURRENT SURVEY CONTROL
 TU1405  ___________________________________________________________________
 TU1405* NAD 83(1993)-  21 19 18.51594(N)    157 55 36.28453(W)     ADJUSTED  
 TU1405* LOCAL TIDAL -         2.27   (meters)       7.4    (feet)  GPS OBS   
 TU1405  ___________________________________________________________________
 TU1405  EPOCH DATE  -        1993.62
 TU1405  X           -  -5,508,533.671 (meters)                     COMP
 TU1405  Y           -  -2,233,788.776 (meters)                     COMP
 TU1405  Z           -   2,304,629.712 (meters)                     COMP
 TU1405  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 TU1405  ELLIP HEIGHT-          18.62  (meters)          (11/30/94) GPS OBS
 TU1405  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1405
 TU1405  HORZ ORDER  -  A
 TU1405  ELLP ORDER  -  THIRD     CLASS II
 TU1405
 TU1405.This mark is at Honolulu International Airport  (HNL)
 TU1405
 TU1405.The horizontal coordinates were established by GPS observations
 TU1405.and adjusted by the National Geodetic Survey in November 1994..
 TU1405.The horizontal coordinates are valid at the epoch date displayed above.
 TU1405.The epoch date for horizontal control is a decimal equivalence
 TU1405.of Year/Month/Day.
 TU1405
 TU1405.The orthometric height was determined by GPS observations and a
 TU1405.high-resolution geoid model.
 TU1405
 TU1405.GPS derived orthometric heights for airport stations designated as
 TU1405.PACS or SACS are published to 2 decimal places.  This maintains
 TU1405.centimeter relative accuracy between the PACS and SACS.  It does
 TU1405.not indicate centimeter accuracy relative to other marks which are
 TU1405.part of the NAVD 88 network.
 TU1405
 TU1405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1405
 TU1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1405
 TU1405.The ellipsoidal height was determined by GPS observations
 TU1405.and is referenced to NAD 83.
 TU1405
 TU1405.The geoid height was determined by GEOID03.
 TU1405
 TU1405;                    North         East     Units Scale Factor Converg.
 TU1405;SPC HI 3     -    17,179.096   507,599.760   MT  0.99999071   +0 01 35.9
 TU1405;UTM  04      - 2,358,142.990   611,306.031   MT  0.99975309   +0 23 25.0
 TU1405
 TU1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1405!SPC HI 3     -   0.99999707  x   0.99999071  =   0.99998778
 TU1405!UTM  04      -   0.99999707  x   0.99975309  =   0.99975016
 TU1405
 TU1405:                Primary Azimuth Mark                     Grid Az
 TU1405:SPC HI 3     -  HONOLULU MOANALUA WATER TANK             002 53 15.9
 TU1405:UTM  04      -  HONOLULU MOANALUA WATER TANK             002 31 26.8
 TU1405
 TU1405|---------------------------------------------------------------------|
 TU1405| PID    Reference Object                     Distance      Geod. Az  |
 TU1405|                                                           dddmmss.s |
 TU1405| TU1402 HONOLULU MOANALUA WATER TANK        APPROX. 3.2 KM 0025451.8 |
 TU1405| TU1399 HONOLULU INTL APT CONT TWR BCN      APPROX. 1.3 KM 0322317.5 |
 TU1405| TU1403 ARP 1956                             24.226 METERS 06700     |
 TU1405| TU0442 F 10                                APPROX. 0.5 KM 2173004.0 |
 TU1405| TU1411 HICKAM AFB CONTROL TOWER            APPROX. 2.4 KM 3011745.6 |
 TU1405| TU1426 HICKAM AFB WATER TOWER              APPROX. 4.4 KM 3022303.6 |
 TU1405| CJ9366 AIRPORT RM 1                         26.731 METERS 31437     |
 TU1405|---------------------------------------------------------------------|
 TU1405
 TU1405                          SUPERSEDED SURVEY CONTROL
 TU1405
 TU1405  NAD 83(1986)-  21 19 18.46522(N)    157 55 36.29387(W) AD(       ) 1
 TU1405  OLD HI      -  21 19 29.85401(N)    157 55 46.17374(W) AD(       ) 1
 TU1405
 TU1405.Superseded values are not recommended for survey control.
 TU1405.NGS no longer adjusts projects to the OLD HI datum.
 TU1405.See file dsdata.txt to determine how the superseded data were derived.
 TU1405
 TU1405_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1130658143(NAD 83)
 TU1405_MARKER: DS = TRIANGULATION STATION DISK
 TU1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1405_SP_SET: IRREGULAR CONCRETE MASS
 TU1405_STAMPING: AIRPORT 1969
 TU1405_MARK LOGO: CGS   
 TU1405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU1405+STABILITY: SURFACE MOTION
 TU1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1405+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1994
 TU1405
 TU1405  HISTORY     - Date     Condition        Report By
 TU1405  HISTORY     - 1969     MONUMENTED       CGS
 TU1405  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1405  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU1405  HISTORY     - 1983     GOOD             USCG
 TU1405  HISTORY     - 19930805 GOOD             NOS
 TU1405  HISTORY     - 19940122 GOOD             NGS
 TU1405
 TU1405                          STATION DESCRIPTION
 TU1405
 TU1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1405'STATION IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF HONOLULU,
 TU1405'4.0 MILES SOUTH OF AIEA, ON THE HONOLULU INTERNATIONAL AIRPORT
 TU1405'AND ABOUT 3/4 MILE SOUTH-SOUTHWEST AND ACROSS THE EAST-WEST
 TU1405'RUNWAY FROM THE TERMINAL BUILDING OF THE AIRPORT.
 TU1405'
 TU1405'TO REACH FROM THE INTERSECTION OF NIMITZ HIGHWAY AND STATE
 TU1405'HIGHWAY 66, (WHICH IS PUULOA ROAD ON THE NORTH SIDE OF NIMITZ
 TU1405'HIGHWAY AND LAGOON DRIVE ON THE SOUTH SIDE OF NIMITZ HIGHWAY)
 TU1405'GO SOUTHWEST AND NORTHWEST ON LAGOON DRIVE FOR 3.6 MILES TO A
 TU1405'GUARD GATE AT THE ENTRANCE TO HICKAM AIR FORCE BASE AND BENCH
 TU1405'MARK F 10 ON THE LEFT, TURN RIGHT JUST BEFORE REACHING
 TU1405'THE GUARD GATE AND GO NORTHERLY ON A PAVED ROAD FOR 0.25 MILE
 TU1405'TO FIRE HOUSE NO. 3 ON THE RIGHT AND WHERE THE PAVED ROAD
 TU1405'MAKES A SHARP BEND TO THE LEFT, CONTINUE STRAIGHT ACROSS THE
 TU1405'PAVED ROAD AND FOLLOW A TRACK ROAD EAST FOR 0.15 MILE TO
 TU1405'THE STATION ON THE RIGHT.
 TU1405'
 TU1405'STATION MARK IS A STANDARD DISK, STAMPED AIRPORT 1969, SET IN
 TU1405'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 TU1405'ABOVE THE GROUND SURFACE.  IT IS ABOUT 0.15 MILE EAST OF FIRE
 TU1405'HOUSE NO. 3, 105 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A
 TU1405'SMALL FENCED IN AREA AND 49.0 FEET SOUTH OF A DIM TRACK ROAD.
 TU1405'
 TU1405'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRPORT NO 1 1969,
 TU1405'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1
 TU1405'INCH ABOVE THE GROUND SURFACE.  IT IS IN AN OIL COVERED AREA
 TU1405'BETWEEN TWO TRACK ROADS AND IS 24.5 FEET NORTHWEST OF A DIM TRACK
 TU1405'ROAD, 24.0 FEET SOUTHEAST OF A DIM TRACK ROAD AND ABOUT THE
 TU1405'SAME ELEVATION AS THE STATION.
 TU1405'
 TU1405'REFERENCE MARK 2 IS A STANDARD TOPOGRAPHIC SURVEY DISK, STAMPED
 TU1405'ARP 1956, SET IN THE TOP OF A 6-INCH METAL PIPE FILLED WITH
 TU1405'CONCRETE WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.
 TU1405'IT IS ABOUT THE SAME ELEVATION AS THE STATION AND IS 24.5 FEET
 TU1405'SOUTH OF A DIM TRACK ROAD.
 TU1405'
 TU1405'BENCH MARK F 10 (AZIMUTH MARK) IS A STANDARD BENCH MARK DISK,
 TU1405'STAMPED F 10 1966, CEMENTED IN A DRILL HOLE IN THE WEST END OF
 TU1405'THE NORTH CONCRETE BRIDGE ABUTMENT.  THE ABUTMENT PROJECTS ABOUT
 TU1405'18 INCHES ABOVE THE ROAD.  IT IS 109.0 FEET WEST OF THE GUARD
 TU1405'SHACK AND 38.5 FEET NORTH OF THE CENTER OF A PAVED ROAD.  (THIS
 TU1405'MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION SITE.)
 TU1405
 TU1405                          STATION RECOVERY (1973)
 TU1405
 TU1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 TU1405'THE STATION MARK, REFERENCE MARK 1 AND ARP 1956 (R.M. 2) WERE
 TU1405'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1969 DESCRIPTION
 TU1405'BY C.A.A.  BENCH MARK F 10 (AZIMUTH MARK) WAS NOT RECOVERED BUT
 TU1405'IS PRESUMED TO BE IN GOOD CONDITION.  THE 1969 DESCRIPTION STATED
 TU1405'THAT THE BENCH MARK (F 10) WAS NOT VISIBLE FROM THE GROUND AT
 TU1405'THE STATION SITE.  THE ROUTE TO THE STATION IS ADEQUATE.
 TU1405'
 TU1405'A LARGE RIDGE OF DIRT AND GRAVEL HAS BEEN
 TU1405'TEMPORARILY STACKED BETWEEN THE TWO REFERENCE MARKS SO THE DISTANCE
 TU1405'COULD NOT BE CHECKED AT THIS TIME.
 TU1405'
 TU1405'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.
 TU1405'
 TU1405'HEIGHT OF LIGHT ABOVE STATION MARK 4.1 FEET.
 TU1405'
 TU1405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1405'AT HONOLULU INTERNATIONAL AIRPORT.
 TU1405
 TU1405                          STATION RECOVERY (1978)
 TU1405
 TU1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU1405'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 TU1405'GOOD CONDITION.
 TU1405
 TU1405                          STATION RECOVERY (1983)
 TU1405
 TU1405'RECOVERY NOTE BY US COAST GUARD 1983 (MAT)
 TU1405'AIRPORT 1969 RECOVERED GOOD.
 TU1405'
 TU1405'STATION AND RMS NOW MARKED WITH POLES AND FLAGS 1969 DESCRIPTION NO
 TU1405'LONGER VALID.  LAGOON DRIVE DOESNT GO THROUGH, FIRE HOUSE NO. 3
 TU1405'DESTROYED NEW BUILDINGS NOW BUILT.  HONOLULU AIRPORT RAMP CONTROL
 TU1405'PERSONNEL MUST ESCORT YOU TO STATION CONCRETE BRIDGE BENCH MARK
 TU1405'F-10 MUST BE APPROACHED ON WORCHESTER ROAD FROM HICKAM AFB.
 TU1405
 TU1405                          STATION RECOVERY (1993)
 TU1405
 TU1405'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU1405'RECOVERED AS DESCRIBED WITH THE FOLLOWING MODIFICATION. THE STATION IS
 TU1405'LOCATED IN THE GRASS INFIELD OF THE HONOLULU INTERNATIONAL AIRPORT
 TU1405'JUST NORTH OF THE WOODEN PERIMETER FENCE SURROUNDING THE CONTROL
 TU1405'TOWER. IT IS 20.5 FT (6.2 M) NNE OF THE NORTH CORNER OF THE FENCE AND
 TU1405'25 FT (7.6 M) N OF THE CENTER OF A GRAVEL ROAD. TO ACCESS THE FIELD
 TU1405'CONTACT AIRPORT OPERATIONS AT 808-836-6465 TO ARRANGE AN ESCORT.
 TU1405
 TU1405                          STATION RECOVERY (1994)
 TU1405
 TU1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU1405'THE STATION IS LOCATED AT THE CENTER OF THE AIRPORT NEAR THE FAA AIR
 TU1405'TRAFFIC CONTROL TOWER.  IT IS 472.1 FT (143.9 M) NORTHWEST OF THE EAST
 TU1405'CORNER OF THE BOARD FENCE AROUND THE ATCT, 336.3 FT (102.5 M)
 TU1405'NORTHWEST OF A LARGE ANEMOMETER IN A FENCE.  68.0 FT (20.7 M)
 TU1405'NORTHEAST OF THE NORTH CORNER NAD TWO FT SOUTHEAST OF BEING ON-LINE
 TU1405'WITH THE NORTHWESTERLY FENCE LINE.  IT IS A USCGS TRIANGULATION
 TU1405'STATION DISK STAMPED AIRPORT 1969 SET IN THE TOP OF A CONCRETE POST
 TU1405'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1751 ***********************************************************************
 TU1751  DESIGNATION -  AIRPORT BEACON LIHUE AIRPORT
 TU1751  PID         -  TU1751
 TU1751  STATE/COUNTY-  HI/KAUAI
 TU1751  USGS QUAD   -  LIHUE (1996)
 TU1751
 TU1751                         *CURRENT SURVEY CONTROL
 TU1751  ___________________________________________________________________
 TU1751* NAD 83(1993)-  21 58 57.52228(N)    159 20 33.96527(W)     ADJUSTED  
 TU1751* LOCAL TIDAL -                                                        
 TU1751  ___________________________________________________________________
 TU1751  EPOCH DATE  -        1993.62
 TU1751  LAPLACE CORR-         -12.87  (seconds)                    DEFLEC99
 TU1751  GEOID HEIGHT-          15.24  (meters)                     GEOID03
 TU1751
 TU1751  HORZ ORDER  -  THIRD
 TU1751
 TU1751.This mark is at Lihue Airport  (LIH)
 TU1751
 TU1751.The horizontal coordinates were established by classical geodetic methods
 TU1751.and adjusted by the National Geodetic Survey in December 1998..
 TU1751.The horizontal coordinates are valid at the epoch date displayed above.
 TU1751.The epoch date for horizontal control is a decimal equivalence
 TU1751.of Year/Month/Day.
 TU1751
 TU1751
 TU1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1751
 TU1751.The geoid height was determined by GEOID03.
 TU1751
 TU1751;                    North         East     Units Scale Factor Converg.
 TU1751;SPC HI 4     -    16,541.320   516,237.928   MT  0.99999326   +0 03 31.9
 TU1751;UTM  04      - 2,430,945.634   464,614.728   MT  0.99961547   -0 07 41.9
 TU1751
 TU1751                          SUPERSEDED SURVEY CONTROL
 TU1751
 TU1751  NAD 83(1986)-  21 58 57.50151(N)    159 20 34.01690(W) AD(       ) 4
 TU1751  OLD HI      -  21 59 08.83500(N)    159 20 44.06600(W) AD(       ) 3
 TU1751
 TU1751.Superseded values are not recommended for survey control.
 TU1751.NGS no longer adjusts projects to the OLD HI datum.
 TU1751.See file dsdata.txt to determine how the superseded data were derived.
 TU1751
 TU1751_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6461530946(NAD 83)
 TU1751
 TU1751  HISTORY     - Date     Condition        Report By
 TU1751  HISTORY     - 1962     MONUMENTED       CGS
 TU1751  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1751  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1751  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1751  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1751  HISTORY     - 20050223 MARK NOT FOUND   USPSQD
 TU1751
 TU1751                          STATION DESCRIPTION
 TU1751
 TU1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1751'THE BEACON IS 2 MILES EAST NORTHEAST OF LIHUE AND ABOUT 300 FEET
 TU1751'NORTH OF THE AIRPORT BUILDINGS IN THE SOUTHEASTERN PART OF
 TU1751'KAUAI.  THE TOWER IS 50 FEET HIGH AND IS A 4 LEGGED STEEL TOWER
 TU1751'WITH AN 8 FOOT BASE.  IT IS PAINTED RED AND WHITE WITH A RED
 TU1751'CLEARANCE AND A WHITE FLASHING LIGHT ON THE TOP.
 TU1751'
 TU1751'THE POINT OBSERVED WAS THE CENTER OF THE WHITE FLASHING LIGHT.
 TU1751
 TU1751                          STATION RECOVERY (1965)
 TU1751
 TU1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1751'STATION WAS RECOVERED.  LOCATED AT THE LIHUE AIRPORT, ABOUT 1-3/4
 TU1751'MILES EAST-NORTHEAST OF LIHUE.  600 FEET NORTH OF MAIN TERMINAL
 TU1751'BUILDING, 60 FEET EAST OF CENTERLINE OF AHUKINI ROAD AND ON THE
 TU1751'SOUTH SIDE OF THE HERTZ CAR RENTAL OFFICE.  STATION IS THE CENTER
 TU1751'OF THE ROTATING, ALTERNATE GREEN AND WHITE LIGHT MOUNTED ATOP A
 TU1751'50-FOOT, SKELETON STEEL, 4-LEGGED TOWER PAINTED ALTERNATE RED
 TU1751'AND WHITE.
 TU1751
 TU1751                          STATION RECOVERY (1969)
 TU1751
 TU1751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU1751'THE AIRPORT BEACON MAY BE MOVED TO THE TOP OF THE CONTROL TOWER
 TU1751'AFTER IT HAS BEEN COMPLETED.
 TU1751'
 TU1751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1751'1.6 MILES EAST OF LIHUE.
 TU1751
 TU1751                          STATION RECOVERY (1973)
 TU1751
 TU1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1751'THE STATION HAS BEEN DESTROYED.  A CONTROL TOWER HAS BEEN BUILT AND
 TU1751'THE BEACON HAS BEEN MOUNTED ON THE ROOF OF IT.
 TU1751'
 TU1751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1751'2 MI NE OF LIHUE.
 TU1751
 TU1751                          STATION RECOVERY (1998)
 TU1751
 TU1751'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1751'MARK NOT FOUND.
 TU1751
 TU1751                          STATION RECOVERY (2005)
 TU1751
 TU1751'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU1751'CAN CONFIRM BEACON AT CONTROL TOWER, ALL OTHER LANDMARKS HAVE BEEN
 TU1751'ALTERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3387 ***********************************************************************
 TU3387  DESIGNATION -  AIRPORT BEACON MOLOKAI AIRPORT
 TU3387  PID         -  TU3387
 TU3387  STATE/COUNTY-  HI/MAUI
 TU3387  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3387
 TU3387                         *CURRENT SURVEY CONTROL
 TU3387  ___________________________________________________________________
 TU3387* NAD 83(1993)-  21 09 24.12097(N)    157 05 32.23333(W)     ADJUSTED  
 TU3387* LOCAL TIDAL -                                                        
 TU3387  ___________________________________________________________________
 TU3387  EPOCH DATE  -        1993.62
 TU3387  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 TU3387  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU3387
 TU3387  HORZ ORDER  -  THIRD
 TU3387
 TU3387.This mark is at Molokai Airport  (MKK)
 TU3387
 TU3387.The horizontal coordinates were established by classical geodetic methods
 TU3387.and adjusted by the National Geodetic Survey in December 1998..
 TU3387.The horizontal coordinates are valid at the epoch date displayed above.
 TU3387.The epoch date for horizontal control is a decimal equivalence
 TU3387.of Year/Month/Day.
 TU3387
 TU3387
 TU3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3387
 TU3387.The geoid height was determined by GEOID03.
 TU3387
 TU3387;                    North         East     Units Scale Factor Converg.
 TU3387;SPC HI 2     -    91,214.257   455,795.601   MT  0.99999080   -0 09 13.0
 TU3387;UTM  04      - 2,340,680.765   698,085.923   MT  1.00008491   +0 41 19.5
 TU3387
 TU3387                          SUPERSEDED SURVEY CONTROL
 TU3387
 TU3387  NAD 83(1986)-  21 09 24.07897(N)    157 05 32.18460(W) AD(       ) 4
 TU3387  OLD HI      -  21 09 35.54200(N)    157 05 42.32000(W) AD(       ) 3
 TU3387
 TU3387.Superseded values are not recommended for survey control.
 TU3387.NGS no longer adjusts projects to the OLD HI datum.
 TU3387.See file dsdata.txt to determine how the superseded data were derived.
 TU3387
 TU3387_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9808640681(NAD 83)
 TU3387
 TU3387  HISTORY     - Date     Condition        Report By
 TU3387  HISTORY     - 1962     MONUMENTED       CGS
 TU3387  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU3387
 TU3387                          STATION DESCRIPTION
 TU3387
 TU3387'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3387'STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF KAUNAKAKAI, AND
 TU3387'ABOUT 250 FEET NORTH OF THE TERMINAL BUILDING AT THE MOLOKAI
 TU3387'AIRPORT.
 TU3387'
 TU3387'STATION IS THE CENTER OF ROTATING BEACON ATOP A THREE-LEGGED
 TU3387'WOODEN POLE STRUCTURE.  STRUCTURE IS ABOUT 56 FEET HIGH AND
 TU3387'PAINTED ORANGE AND WHITE.  ONE LENS OF THE BEACON IS GREEN AND THE
 TU3387'OTHER IS WHITE WHICH INDICATES THE LOCATION OF AN AIRPORT WITH
 TU3387'A LIGHTED RUNWAY.  LIGHT IS 524 FEET ABOVE MSL.
 TU3387'
 TU3387'BEACON IS LISTED AS NUMBER 2957 IN LIST OF LIGHTS AND OTHER
 TU3387'MARINE AIDS, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS.
 TU3387
 TU3387                          STATION RECOVERY (1978)
 TU3387
 TU3387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU3387'THE STATION HAS BEEN DESTROYED.
 TU3387'
 TU3387'A NEW AIRPORT BEACON HAS BEEN ERECTED ON THE ROOF OF THE AIRPORT
 TU3387'TERMINAL BUILDING.
 TU3387'
 TU3387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3387'AT MOLOKAI AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3388 ***********************************************************************
 TU3388  FBN         -  This is a Federal Base Network Control Station.
 TU3388  PACS        -  This is a Primary Airport Control Station.
 TU3388  DESIGNATION -  AIRPORT RP
 TU3388  PID         -  TU3388
 TU3388  STATE/COUNTY-  HI/MAUI
 TU3388  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3388
 TU3388                         *CURRENT SURVEY CONTROL
 TU3388  ___________________________________________________________________
 TU3388* NAD 83(1993)-  21 09 09.97949(N)    157 05 46.83668(W)     ADJUSTED  
 TU3388* LOCAL TIDAL -       134.35   (meters)     440.8    (feet)  GPS OBS   
 TU3388  ___________________________________________________________________
 TU3388  EPOCH DATE  -        1993.62
 TU3388  X           -  -5,481,939.849 (meters)                     COMP
 TU3388  Y           -  -2,316,074.334 (meters)                     COMP
 TU3388  Z           -   2,287,232.446 (meters)                     COMP
 TU3388  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 TU3388  ELLIP HEIGHT-         150.66  (meters)          (11/30/94) GPS OBS
 TU3388  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU3388
 TU3388  HORZ ORDER  -  A
 TU3388  ELLP ORDER  -  THIRD     CLASS II
 TU3388
 TU3388.This mark is at Molokai Airport  (MKK)
 TU3388
 TU3388.The horizontal coordinates were established by GPS observations
 TU3388.and adjusted by the National Geodetic Survey in November 1994..
 TU3388.The horizontal coordinates are valid at the epoch date displayed above.
 TU3388.The epoch date for horizontal control is a decimal equivalence
 TU3388.of Year/Month/Day.
 TU3388
 TU3388.The orthometric height was determined by GPS observations and a
 TU3388.high-resolution geoid model.
 TU3388
 TU3388.GPS derived orthometric heights for airport stations designated as
 TU3388.PACS or SACS are published to 2 decimal places.  This maintains
 TU3388.centimeter relative accuracy between the PACS and SACS.  It does
 TU3388.not indicate centimeter accuracy relative to other marks which are
 TU3388.part of the NAVD 88 network.
 TU3388
 TU3388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3388
 TU3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3388
 TU3388.The ellipsoidal height was determined by GPS observations
 TU3388.and is referenced to NAD 83.
 TU3388
 TU3388.The geoid height was determined by GEOID03.
 TU3388
 TU3388;                    North         East     Units Scale Factor Converg.
 TU3388;SPC HI 2     -    90,780.472   455,373.117   MT  0.99999127   -0 09 18.2
 TU3388;UTM  04      - 2,340,240.775   697,669.823   MT  1.00008287   +0 41 13.8
 TU3388
 TU3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3388!SPC HI 2     -   0.99997632  x   0.99999127  =   0.99996759
 TU3388!UTM  04      -   0.99997632  x   1.00008287  =   1.00005919
 TU3388
 TU3388:                Primary Azimuth Mark                     Grid Az
 TU3388:SPC HI 2     -  AIRPORT BEACON MOLOKAI AIRPORT           044 14 38.0
 TU3388:UTM  04      -  AIRPORT BEACON MOLOKAI AIRPORT           043 24 06.0
 TU3388
 TU3388|---------------------------------------------------------------------|
 TU3388| PID    Reference Object                     Distance      Geod. Az  |
 TU3388|                                                           dddmmss.s |
 TU3388| TU3387 AIRPORT BEACON MOLOKAI AIRPORT      APPROX. 0.6 KM 0440519.8 |
 TU3388| CN4634 AIRPORT RP AZ MK                                   0760443.9 |
 TU3388| CN4635 AIRPORT RP RM 1                      45.034 METERS 08721     |
 TU3388| CN4636 AIRPORT RP RM 2                      25.652 METERS 18727     |
 TU3388|---------------------------------------------------------------------|
 TU3388
 TU3388                          SUPERSEDED SURVEY CONTROL
 TU3388
 TU3388  NAD 83(1986)-  21 09 09.93667(N)    157 05 46.78922(W) AD(       ) 2
 TU3388  OLD HI      -  21 09 21.39700(N)    157 05 56.92600(W) AD(       ) 2
 TU3388
 TU3388.Superseded values are not recommended for survey control.
 TU3388.NGS no longer adjusts projects to the OLD HI datum.
 TU3388.See file dsdata.txt to determine how the superseded data were derived.
 TU3388
 TU3388_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9767040241(NAD 83)
 TU3388_MARKER: DS = TRIANGULATION STATION DISK
 TU3388_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU3388_SP_SET: CONCRETE POST
 TU3388_STAMPING: AIRPORT RP 1962
 TU3388_MARK LOGO: NGS   
 TU3388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU3388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3388+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU3388
 TU3388  HISTORY     - Date     Condition        Report By
 TU3388  HISTORY     - 1962     MONUMENTED       CGS
 TU3388  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3388  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU3388  HISTORY     - 19930807 GOOD             NOS
 TU3388  HISTORY     - 19940129 GOOD             NGS
 TU3388
 TU3388                          STATION DESCRIPTION
 TU3388
 TU3388'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3388'STATION IS LOCATED AIRLINE 7.5 MILES NORTHWEST OF KAUNAKAKAI,
 TU3388'0.3 SOUTHWEST OF THE MOLOKAI AIRPORT TERMINAL BUILDING.
 TU3388'
 TU3388'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45
 TU3388'AND 46 JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY
 TU3388'ON STATE HIGHWAY 46 FOR 7.1 MILES TO A FORK AND SIGN MAUNA LOA
 TU3388'MOLOKAI AIRPORT, TURN RIGHT AND FOLLOW THE AIRPORT ROAD 0.9 MILE
 TU3388'TO THE MOLOKAI AIRPORT TERMINAL BUILDING, PASS THROUGH THE GATE
 TU3388'ON THE SOUTHWEST END OF THE BUILDING AND GO SOUTHWEST ALONG THE
 TU3388'TAXI-WAY FOR 0.3 MILE TO THE STATION.  LOCATION OF THE STATION
 TU3388'WAS DETERMINED ACCORDING TO SPECIFICATIONS FOR THE LOCATION OF
 TU3388'AN AIRPORT REFERENCE POINT AS STATED IN AIRPORT SURVEY
 TU3388'INSTRUCTIONS.
 TU3388'
 TU3388'STATION MARK IS A STANDARD DISK STAMPED, AIRPORT RP 1962, SET
 TU3388'IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 TU3388'THE TAXI-WAY, 54.5 FEET NORTHWEST OF THE YELLOW LINE OF THE
 TU3388'TAXI-WAY.
 TU3388'
 TU3388'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, AIRPORT RP NO
 TU3388'1 1928 CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION OF AN
 TU3388'ABANDON RUNWAY LIGHT.
 TU3388'
 TU3388'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, AIRPORT RP NO
 TU3388'2 1962, CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION OF
 TU3388'AN ABANDON RUNWAY LIGHT.
 TU3388'
 TU3388'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE MOLOKAI
 TU3388'AIRPORT ROAD AND STATE HIGHWAY 46 CONTINUE STRAIGHT AHEAD ON
 TU3388'STATE HIGHWAY 46 FOR 0.4 MILE TO THE MARK ON THE LEFT.
 TU3388'
 TU3388'THE AZIMUTH MARK IS A U.S. NAVY HYDROGRAPHICAL SURVEY BRONZE
 TU3388'DISK, STAMPED MOLO 1961, SET IN CONCRETE FLUSH WITH THE PAVEMENT,
 TU3388'88 FEET NORTH OF THE NORTH EDGE OF HIGHWAY 46, 29 FEET EAST OF
 TU3388'THE WEST SIDE OF THE TAXI STRIP.
 TU3388
 TU3388                          STATION RECOVERY (1964)
 TU3388
 TU3388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3388'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 TU3388'ALTHOUGH THE STATION IS ON THE SOUTHEAST SIDE OF THE TAXI-WAY,
 TU3388'INSTEAD OF THE NORTHWEST SIDE AS THE ORIGINAL DESCRIPTION
 TU3388'STATES.  TWO ADDITIONAL DISCREPANCIES IN BEARING WERE NOTED.  A
 TU3388'COMPLETE DESCRIPTION FOLLOWS--
 TU3388'
 TU3388'STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE NORTHWEST OF
 TU3388'KAUNAKAKAI, ON THE MOLOKAI AIRPORT, MIDWAY ALONG THE NORTHWEST SIDE
 TU3388'OF THE MAIN RUNWAY AND OPPOSITE THE MIDDLE OF THE SOUTHEAST SIDE OF
 TU3388'THE TRIANGLE FORMED BY THE INTERSECTION OF THE TWO RUNWAYS AND A
 TU3388'SHORT TAXI-WAY RUNNING NORTHWEST.
 TU3388'
 TU3388'TO REACH STATION FROM THE MOLOKAI AIRPORT TERMINAL BUILDING,
 TU3388'GO SOUTHWEST ALONG THE MAIN TAXI-WAY FOR 0.3 MILE TO STATION
 TU3388'ON LEFT, BETWEEN THE TAXI-WAY AND RUNWAY.
 TU3388'
 TU3388'STATION MARK IS A STANDARD DISK STAMPED AIRPORT RP 1962, SET IN
 TU3388'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 TU3388'MACADAM SURFACE.  IT IS 54.5 FEET SOUTHEAST OF CENTER-LINE
 TU3388'OF TAXI-WAY.
 TU3388'
 TU3388'BOTH REFERENCE MARKS WERE FOUND AS DESCRIBED.
 TU3388'
 TU3388'THE AZIMUTH MARK WAS FOUND AS DESCRIBED BUT IS EAST-NORTHEAST
 TU3388'OF THE STATION INSTEAD OF NORTHWEST AS DESCRIBED IN 1962.
 TU3388'
 TU3388'THE AIRPORT BEACON IS NORTHEAST OF STATION INSTEAD OF NORTH.
 TU3388
 TU3388                          STATION RECOVERY (1978)
 TU3388
 TU3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU3388'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU3388'DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 TU3388'SEARCHED FOR.
 TU3388'
 TU3388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3388'AT MOLOKAI AIRPORT.
 TU3388
 TU3388                          STATION RECOVERY (1993)
 TU3388
 TU3388'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3388'RECOVERED AS DESCRIBED.
 TU3388
 TU3388                          STATION RECOVERY (1994)
 TU3388
 TU3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU3388'THE STATION IS A TRIANGULATION DISK, STAMPED AIRPORT RP 1962, SETTING
 TU3388'AN IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND.  IT IS
 TU3388'LOCATED ABOUT 0.3 MILE (0.5 KM) SOUTHWEST OF THE TERMINAL BUILDING ON
 TU3388'THE NORTH SIDE OF RUNWAY 5-23.  IT IS 139.2 FEET (42.4 M) NORTH OF
 TU3388'RUNWAY LIGHT R19 AND 54.5 FEET (16.6 M) SOUTHEAST OF THE CENTERLINE OF
 TU3388'AN ABANDONED TAXIWAY.  FOR FURTHER DESCRIPTION OF THE MARK AND
 TU3388'REFERENCE MARKS SEE SUPPLEMENT 1153 OF SPECIAL PUBLICATION 156, PAGES
 TU3388'15 AND 57.  IS A TRIANGULATION DISK, STAMPED AIRPORT RP 1962, SETTIN
 TU3388'AN IRREGULAR MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND.  IT IS
 TU3388'LOCATED ABOUT 0.3 MILE (0.5 KM) SOUTHWEST OF THE TERMINAL BUILDING ON
 TU3388'THE NORTH SIDE OF RUNWAY 5-23.  IT IS 139.2 FEET (42.4 M) NORTH OF
 TU3388'RUNWAY LIGHT R 19 AND 54.5 FEET (16.6 M) SOUTHEAST OF THE CENTERLINE
 TU3388'OF AN ABANDONED TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3208 ***********************************************************************
 TU3208  DESIGNATION -  AK CAIRN
 TU3208  PID         -  TU3208
 TU3208  STATE/COUNTY-  HI/MAUI
 TU3208  USGS QUAD   -  
 TU3208
 TU3208                         *CURRENT SURVEY CONTROL
 TU3208  ___________________________________________________________________
 TU3208* NAD 83(1993)-  20 45 58.34433(N)    156 49 55.25157(W)     ADJUSTED  
 TU3208* LOCAL TIDAL -                                                        
 TU3208  ___________________________________________________________________
 TU3208  EPOCH DATE  -        1993.62
 TU3208  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 TU3208  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU3208
 TU3208  HORZ ORDER  -  THIRD
 TU3208
 TU3208.The horizontal coordinates were established by classical geodetic methods
 TU3208.and adjusted by the National Geodetic Survey in December 1998..
 TU3208.The horizontal coordinates are valid at the epoch date displayed above.
 TU3208.The epoch date for horizontal control is a decimal equivalence
 TU3208.of Year/Month/Day.
 TU3208
 TU3208
 TU3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3208
 TU3208.The geoid height was determined by GEOID03.
 TU3208
 TU3208;                    North         East     Units Scale Factor Converg.
 TU3208;SPC HI 2     -    47,931.161   482,782.666   MT  0.99997033   -0 03 31.1
 TU3208;UTM  04      - 2,297,787.974   725,705.764   MT  1.00022961   +0 46 08.4
 TU3208
 TU3208                          SUPERSEDED SURVEY CONTROL
 TU3208
 TU3208  NAD 83(1986)-  20 45 58.29794(N)    156 49 55.23406(W) AD(       ) 4
 TU3208  OLD HI      -  20 46 09.68000(N)    156 50 05.29000(W) AD(       ) 3
 TU3208
 TU3208.Superseded values are not recommended for survey control.
 TU3208.NGS no longer adjusts projects to the OLD HI datum.
 TU3208.See file dsdata.txt to determine how the superseded data were derived.
 TU3208
 TU3208_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH2570697788(NAD 83)
 TU3208
 TU3208  HISTORY     - Date     Condition        Report By
 TU3208  HISTORY     - UNK      MONUMENTED
 TU3208  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3208
 TU3208                          STATION DESCRIPTION
 TU3208
 TU3208'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3208'A CAIRN WITH TRACES OF WHITEWASH WAS RECOVERED ON THE POINT ON
 TU3208'THE SOUTH SIDE OF KAPOHO GULCH AND IS ASSUMED TO BE ORIGINAL
 TU3208'STATION.  IT PARTIALLY TORN DOWN SO WAS RE-BUILT TO A HEIGHT OF
 TU3208'ABOUT 5 FEET.
 TU3208'
 TU3208'STATION IS ABOUT A 3/4 MILE PACK FROM THE SOUTH END OF TRACK ROAD
 TU3208'(HIGHWAY 44) AT NAHA GULCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2611 ***********************************************************************
 TU2611  DESIGNATION -  AKAHIPUU RESET
 TU2611  PID         -  TU2611
 TU2611  STATE/COUNTY-  HI/HAWAII
 TU2611  USGS QUAD   -  KIHOLO (1996)
 TU2611
 TU2611                         *CURRENT SURVEY CONTROL
 TU2611  ___________________________________________________________________
 TU2611* NAD 83(1993)-  19 45 06.89503(N)    155 58 11.28994(W)     ADJUSTED  
 TU2611* LOCAL TIDAL -       680.     (meters)    2231.     (feet)  SCALED    
 TU2611  ___________________________________________________________________
 TU2611  EPOCH DATE  -        1993.62
 TU2611  LAPLACE CORR-          20.04  (seconds)                    DEFLEC99
 TU2611  GEOID HEIGHT-          20.00  (meters)                     GEOID03
 TU2611
 TU2611  HORZ ORDER  -  THIRD
 TU2611
 TU2611.The horizontal coordinates were established by classical geodetic methods
 TU2611.and adjusted by the National Geodetic Survey in December 1998..
 TU2611.The horizontal coordinates are valid at the epoch date displayed above.
 TU2611.The epoch date for horizontal control is a decimal equivalence
 TU2611.of Year/Month/Day.
 TU2611
 TU2611.The orthometric height was scaled from a topographic map.
 TU2611
 TU2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2611
 TU2611.The geoid height was determined by GEOID03.
 TU2611
 TU2611;                    North         East     Units Scale Factor Converg.
 TU2611;SPC HI 1     -   101,747.822   450,761.161   MT  0.99999662   -0 09 31.6
 TU2611;UTM  05      - 2,186,756.395   188,751.051   MT  1.00079760   -1 00 16.0
 TU2611;UTM  04      - 2,186,868.581   817,583.108   MT  1.00084685   +1 01 29.7
 TU2611
 TU2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2611!SPC HI 1     -   0.99988998  x   0.99999662  =   0.99988660
 TU2611!UTM  05      -   0.99988998  x   1.00079760  =   1.00068749
 TU2611!UTM  04      -   0.99988998  x   1.00084685  =   1.00073673
 TU2611
 TU2611:                Primary Azimuth Mark                     Grid Az
 TU2611:SPC HI 1     -  KEAHOLE POINT LIGHT                      254 37 27.2
 TU2611:UTM  05      -  KEAHOLE POINT LIGHT                      255 28 11.6
 TU2611:UTM  04      -  KEAHOLE POINT LIGHT                      253 26 25.9
 TU2611
 TU2611|---------------------------------------------------------------------|
 TU2611| PID    Reference Object                     Distance      Geod. Az  |
 TU2611|                                                           dddmmss.s |
 TU2611| TU2621 KEAHOLE POINT LIGHT                 APPROX. 9.9 KM 2542755.6 |
 TU2611| CN4638 AKAHIPUU RM 1                         6.100 METERS 26346     |
 TU2611|---------------------------------------------------------------------|
 TU2611
 TU2611                          SUPERSEDED SURVEY CONTROL
 TU2611
 TU2611  NAD 83(1986)-  19 45 06.89284(N)    155 58 11.30629(W) AD(       ) 3
 TU2611  OLD HI      -  19 45 17.82700(N)    155 58 21.32700(W) AD(       ) 3
 TU2611
 TU2611.Superseded values are not recommended for survey control.
 TU2611.NGS no longer adjusts projects to the OLD HI datum.
 TU2611.See file dsdata.txt to determine how the superseded data were derived.
 TU2611
 TU2611_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8875186756(NAD 83)
 TU2611_MARKER: Z = SEE DESCRIPTION
 TU2611_SETTING: 0 = UNSPECIFIED SETTING
 TU2611
 TU2611  HISTORY     - Date     Condition        Report By
 TU2611  HISTORY     - 1928     MONUMENTED       HIGS
 TU2611  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2611  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2611
 TU2611                          STATION DESCRIPTION
 TU2611
 TU2611'DESCRIBED BY HAWAII GEODETIC SURVEY 1928 (TJM)
 TU2611'ON WEST COAST OF HAWAII, IN NORTH KONA, NORTHWEST OF MOUNT
 TU2611'HUALALAI, ON THE SHARP, STEEP HILL WHICH RISES ABRUPTLY, AND
 TU2611'IMMEDIATELY BEHIND OR EAST OF THE HOUSE OF JOHN MAGUIRE (OR
 TU2611'MC GUIRE), WHICH IS ON THE MAIN GOVERNMENT ROAD ABOUT 8 MILES
 TU2611'FROM KAILUA TOWARD WAIMEA.  THIS HILL IS ABOVE THE MAIN ROAD,
 TU2611'AND INSIDE THE BEND WHERE IT TURNS FROM NORTHEAST AND SOUTHWEST
 TU2611'TO NORTH AND SOUTH.  STATION ORIGINALLY MARKED BY A COPPER
 TU2611'TRIANGLE, BURIED, OVER WHICH WAS PLACED A STONE MARKED WITH A
 TU2611'TRIANGLE.  THREE WITNESS STONES MARKED WITH CROSSES WERE
 TU2611'PLACED 10, 19, AND 20 FEET FROM THE CENTER.  THE LAST BEING
 TU2611'THE CORNER OF A HOUSE FOUNDATION.  IN 1913 THE CENTER AND
 TU2611'FIRST TWO WITNESS MARKS WERE RECOVERED, NOTHING REMAINING OF
 TU2611'THE FOUNDATION STONE.  REFERENCE MARK NO. 1, CROSS ON
 TU2611'STONE, IS 2.94 METERS (9.6 FEET) FROM STATION ON BEARING N.
 TU2611'65 DEG E.  REFERENCE MARK NO. 2, CROSS ON STONE, IS 5.83
 TU2611'METERS (19.1 FEET) FROM CENTER ON BEARING S. 65 DEG W.  IN 1928
 TU2611'STATION WAS RECOVERED AS DESCRIBED.  SUBSURFACE MARK
 TU2611'NOT INVESTIGATED.  A STANDARD TRIANGULATION DISK WAS
 TU2611'CEMENTED IN CENTER STONE.  A STANDARD REFERENCE DISK WAS
 TU2611'CEMENTED IN OUTCROPPING ROCK, 6.1 METERS (20 FEET) FROM
 TU2611'STATION IN DIRECTION OF KEAHOLE POINT LIGHT.  A TRIANGLE WAS
 TU2611'BLAZED ON A TREE, ABOUT 20 FEET FROM GROUND.  TREE IS INSHORE
 TU2611'FROM AND AT LOWER ELEVATION THAN STATION.  A LARGE CAIRN WAS BUILT
 TU2611'OVER THE STATION.  TREES NOW (1928) CUT OFF LINES OF SIGHT IN
 TU2611'ALL DIRECTIONS EXCEPT TO SOUTHWARD.  MR. STILLMAN AT
 TU2611'MAGUIRES RANCH CAN GIVE FULL INFORMATION AS TO LOCALITY.
 TU2611
 TU2611                          STATION RECOVERY (1948)
 TU2611
 TU2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2611'THIS STATION HAS BEEN MONUMENTED, IN 1938, BY THE HAWAII
 TU2611'TERRITORY SURVEY, WITH CONCRETE INSTRUMENT PLATFORM, METAL POLE
 TU2611'AND TARGET.
 TU2611'
 TU2611'THE CENTER MARK WAS RECOVERED IN 1938, AND THE METAL POLE
 TU2611'CENTERED OVER SAME.
 TU2611'
 TU2611'IN 1948 NO ATTEMPT WAS MADE TO RECOVER REFERENCE MARKS AS THE
 TU2611'STATION WAS NOT USED.  NO LINES SEE OUT FROM THIS STATION AS 20
 TU2611'TO 30 FOOT TIMBER HAS GROWN.
 TU2611'
 TU2611'THE OLD DESCRIPTION IS SUFFICIENT.
 TU2611
 TU2611                          STATION RECOVERY (1967)
 TU2611
 TU2611'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2611'STATION MARK AND REFERENCE DISK WERE RECOVERED IN GOOD
 TU2611'CONDITION.  THE REFERENCE CROSSES WERE NOT RECOVERED.  THE HILL IS
 TU2611'COVERED WITH A DENSE GROWTH OF SILK OAK TREES UP TO 40 FEET TALL
 TU2611'AND THE VIEW IS BLOCKED IN ALL DIRECTIONS.  A COMPLETE
 TU2611'DESCRIPTION FOLLOWS--
 TU2611'
 TU2611'STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF KAILUA AND 1/4
 TU2611'MILE SOUTHEAST OF STATE HIGHWAY 19, ON A SHARP, HEAVILY-TIMBERED
 TU2611'HILL OF ABOUT 2232 FEET ELEVATION RUNNING UP TO THE SOUTHEAST FROM
 TU2611'THE HUEHUE RANCH BUILDINGS.
 TU2611'
 TU2611'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH AND
 TU2611'SOUTHWEST ON STATE HIGHWAY 19 FOR 30.8 MILES TO PAVED SIDE ROAD
 TU2611'LEFT, AT SIGN HUEHUE RANCH.  TURN LEFT AND GO 0.1 MILE TO LOCKED
 TU2611'GATE.  (KEY WAS OBTAINED AT HOUSE TO RIGHT OF GATE).  PASS
 TU2611'THROUGH GATE AND GO 0.1 MILE TO SECOND GATE.  PASS THROUGH GATE
 TU2611'AND CONTINUE FOR 0.05 MILE TO FORK.  TAKE LEFT FORK AROUND BASE
 TU2611'OF HILL FOR 0.15 MILE TO END OF TRUCK TRAVEL AT SOUTHEAST BASE
 TU2611'OF HILL.  PACK NORTHEAST UP THROUGH TREES FOR ABOUT 200 YARDS
 TU2611'TO STATION.
 TU2611'
 TU2611'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2611'HOLE IN ROCK IN THE BOTTOM OF A 6 X 30-INCH RECESS IN THE CENTER OF
 TU2611'A 6-FOOT SQUARE, CONCRETE PLATFORM FLUSH WITH GROUND.  A
 TU2611'CONCRETE PIER 2 FEET HIGH IS AT CENTER OF PLATFORM, CENTERED
 TU2611'OVER THE STATION MARK, AND A 2-1/2-INCH IRON PIPE THROUGH ITS
 TU2611'CENTER SUPPORTS A RED AND WHITE METAL TARGET 9 FEET TALL.
 TU2611'
 TU2611'THE REFERENCE MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A
 TU2611'DRILL HOLE IN A ROCK OUTCROP, 6.1 METERS (20.01 FT.) FROM STATION,
 TU2611'IN AZIMUTH 85 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1195 ***********************************************************************
 TU1195  DESIGNATION -  AKAKA
 TU1195  PID         -  TU1195
 TU1195  STATE/COUNTY-  HI/HONOLULU
 TU1195  USGS QUAD   -  HONOLULU (1983)
 TU1195
 TU1195                         *CURRENT SURVEY CONTROL
 TU1195  ___________________________________________________________________
 TU1195* NAD 83(1993)-  21 19 10.62757(N)    157 48 04.24074(W)     ADJUSTED  
 TU1195* LOCAL TIDAL -        99.     (meters)     325.     (feet)  SCALED    
 TU1195  ___________________________________________________________________
 TU1195  EPOCH DATE  -        1993.62
 TU1195  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 TU1195  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU1195
 TU1195  HORZ ORDER  -  THIRD
 TU1195
 TU1195.The horizontal coordinates were established by classical geodetic methods
 TU1195.and adjusted by the National Geodetic Survey in December 1998..
 TU1195.The horizontal coordinates are valid at the epoch date displayed above.
 TU1195.The epoch date for horizontal control is a decimal equivalence
 TU1195.of Year/Month/Day.
 TU1195
 TU1195.The orthometric height was scaled from a topographic map.
 TU1195
 TU1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1195
 TU1195.The geoid height was determined by GEOID03.
 TU1195
 TU1195;                    North         East     Units Scale Factor Converg.
 TU1195;SPC HI 3     -    16,947.730   520,627.102   MT  0.99999526   +0 04 20.2
 TU1195;UTM  04      - 2,357,994.341   624,331.701   MT  0.99979102   +0 26 09.3
 TU1195
 TU1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1195!SPC HI 3     -   0.99998193  x   0.99999526  =   0.99997719
 TU1195!UTM  04      -   0.99998193  x   0.99979102  =   0.99977296
 TU1195
 TU1195:                Primary Azimuth Mark                     Grid Az
 TU1195:SPC HI 3     -  PUU PIA                                  037 47 47.3
 TU1195:UTM  04      -  PUU PIA                                  037 25 58.2
 TU1195
 TU1195|---------------------------------------------------------------------|
 TU1195| PID    Reference Object                     Distance      Geod. Az  |
 TU1195|                                                           dddmmss.s |
 TU1195| TU1189 PUU PIA                             APPROX. 0.8 KM 0375207.5 |
 TU1195| CJ9367 AKAKA RM 1                            6.402 METERS 04704     |
 TU1195| TU1220 HONOLULU ROYAL HAWAIIAN C TWR       APPROX. 5.5 KM 2114500.7 |
 TU1195| CJ9368 AKAKA RM 2                            9.827 METERS 22704     |
 TU1195|---------------------------------------------------------------------|
 TU1195
 TU1195                          SUPERSEDED SURVEY CONTROL
 TU1195
 TU1195  NAD 83(1986)-  21 19 10.57738(N)    157 48 04.24985(W) AD(       ) 3
 TU1195  OLD HI      -  21 19 21.97600(N)    157 48 14.12600(W) AD(       ) 3
 TU1195
 TU1195.Superseded values are not recommended for survey control.
 TU1195.NGS no longer adjusts projects to the OLD HI datum.
 TU1195.See file dsdata.txt to determine how the superseded data were derived.
 TU1195
 TU1195_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2433257994(NAD 83)
 TU1195_MARKER: Z = SEE DESCRIPTION
 TU1195_SETTING: 0 = UNSPECIFIED SETTING
 TU1195
 TU1195  HISTORY     - Date     Condition        Report By
 TU1195  HISTORY     - 1928     MONUMENTED       CGS
 TU1195  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1195  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1195  HISTORY     - 19990721 GOOD             USPSQD
 TU1195
 TU1195                          STATION DESCRIPTION
 TU1195
 TU1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1195'OLD MARK CONSISTING OF A 2-INCH PIPE IN GROUND WAS RECOVERED
 TU1195'BUT FOUND TO BE LOOSE.  IT WAS REPLACED BY A STANDARD BRONZE DISK
 TU1195'(TERRITORY SURVEY) SET IN CONCRETE IN A 5-INCH CAST IRON PIPE,
 TU1195'WHICH WAS IMBEDDED IN THE GROUND.  A CONCRETE SHOULDER WAS PLACED
 TU1195'AROUND THE PIPE NEAR THE SURFACE.
 TU1195
 TU1195                          STATION RECOVERY (1956)
 TU1195
 TU1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1195'STATION IS ON OAHU ISLAND, SE OF HONOLULU IN MANOA VALLEY.  TO
 TU1195'REACH STATION PROCEED ON E. MANOA DRIVE FOR 1.7 MILES TO THE LIN
 TU1195'YEE CHUNG CEMETERY.  GO THROUGH THE CEMETERY TO THE SMALL CIRCULAR
 TU1195'DRIVE AT ITS NORTH END.  STATION IS 91 FEET NORTH OF CIRCULAR
 TU1195'DRIVE.  IT IS A TYPE A MARK.
 TU1195
 TU1195                          STATION RECOVERY (1963)
 TU1195
 TU1195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1195'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION MARK
 TU1195'WAS PREVIOUSLY DESCRIBED AS BEING A HAWAIIAN TERRITORIAL SURVEY
 TU1195'BRONZE DISK, HOWEVER A LARGE IRON YOKE WHICH IS PART OF THE
 TU1195'TYPE A SIGNAL, RESTS ALMOST ON THE MARK SO IT COULD NOT BE
 TU1195'EXAMINED FOR STAMPING.  TWO NEW REFERENCE MARKS, NUMBERS ONE AND
 TU1195'TWO, WERE SET.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1195'
 TU1195'STATION IS LOCATED ABOUT 4 MILES AIRLINE NORTHEAST OF THE
 TU1195'FEDERAL BUILDING IN HONOLULU, IN THE WOODLAWN DISTRICT, JUST
 TU1195'ABOVE AN OLD, CHINESE CEMETERY, ON A TREE-COVERED POINT OF A
 TU1195'NARROW-TOPPED RIDGE ALONG THE SOUTHEAST SIDE OF MANOA VALLEY.
 TU1195'
 TU1195'TO REACH STATION FROM THE U.S. POST OFFICE SUB STATION NO. 5 IN
 TU1195'MANOA, GO NORTHEAST ON E. MANOA RD. FOR 0.65 MILE.  TAKE LEFT
 TU1195'FORK AND GO 0.1 MILE TO CEMETERY ENTRANCE.  PASS THROUGH GATE AND
 TU1195'GO 0.15 MILE TO END OF CEMETERY DRIVE AT NORTHEAST END OF
 TU1195'CEMETERY.  WALK NORTHEAST ALONG RIDGE ABOUT 20 YARDS TO STATION.
 TU1195'
 TU1195'STATION MARK IS A HAWAIIAN TERRITORIAL SURVEY BRONZE DISK, SET
 TU1195'IN CONCRETE IN THE TOP OF A 5-INCH, CAST-IRON PIPE THAT PROJECTS
 TU1195'6 INCHES ABOVE GROUND AND HAS A CONCRETE COLLAR 3 INCHES BELOW
 TU1195'ITS TOP.  IT IS 45 FEET NORTHEAST FROM THE LAST GRAVE AT THE
 TU1195'NORTHEAST END OF THE CEMETERY.  A TYPE A, HAWAIIAN TERRITORIAL
 TU1195'SURVEY SIGNAL IS CENTERED OVER THE MARK, WITH THE CONCRETE
 TU1195'PLATFORM 3 FEET ABOVE GROUND AND THE RED AND WHITE METAL TARGET
 TU1195'EXTENDING 6 FEET ABOVE THE PLATFORM.
 TU1195'
 TU1195'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AKAKA NO 1
 TU1195'1928 1963, BRAZED TO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT IS
 TU1195'SET IN CEMENT AND PROJECTS 6 INCHES ABOVE GROUND.  IT IS 3 FEET
 TU1195'NORTHWEST OF OLD BOULDER ROW, AT SOUTHEAST EDGE OF TRAIL, 20 FEET
 TU1195'SOUTHWEST OF A LONE, METAL, FENCE POST, AND 1 FOOT HIGHER THAN
 TU1195'STATION MARK.
 TU1195'
 TU1195'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AKAKA NO 2
 TU1195'1928 1963, BRAZED TO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT IS SET
 TU1195'IN CEMENT AND PROJECTS 4 INCHES ABOVE GROUND.  IT IS SET IN TRAIL
 TU1195'TO STATION.  17 FEET NORTHEAST OF A LARGE, SQUARE, IRON FENCE POST,
 TU1195'13 FEET NORTHEAST OF CENTER OF CONCRETE, WATER-METER BOX, 21 FEET
 TU1195'NORTHEAST OF SMALL CUTBANK AT NORTHEAST END OF LAST GRAVE, AND
 TU1195'3.5 FEET LOWER THAN STATION MARK.
 TU1195
 TU1195                          STATION RECOVERY (1999)
 TU1195
 TU1195'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2449 ***********************************************************************
 TU2449  DESIGNATION -  AKIHI 1890
 TU2449  PID         -  TU2449
 TU2449  STATE/COUNTY-  HI/HAWAII
 TU2449  USGS QUAD   -  KAHUKU RANCH (1995)
 TU2449
 TU2449                         *CURRENT SURVEY CONTROL
 TU2449  ___________________________________________________________________
 TU2449* NAD 83(1993)-  19 05 28.76031(N)    155 40 42.07546(W)     ADJUSTED  
 TU2449* LOCAL TIDAL -       912.0    (meters)    2992.     (feet)  VERT ANG  
 TU2449  ___________________________________________________________________
 TU2449  EPOCH DATE  -        1993.62
 TU2449  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 TU2449  GEOID HEIGHT-          19.30  (meters)                     GEOID03
 TU2449
 TU2449  HORZ ORDER  -  SECOND
 TU2449
 TU2449.The horizontal coordinates were established by classical geodetic methods
 TU2449.and adjusted by the National Geodetic Survey in December 1998..
 TU2449.The horizontal coordinates are valid at the epoch date displayed above.
 TU2449.The epoch date for horizontal control is a decimal equivalence
 TU2449.of Year/Month/Day.
 TU2449
 TU2449.The orthometric height was determined by vertical angle observations.
 TU2449
 TU2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2449
 TU2449.The geoid height was determined by GEOID03.
 TU2449
 TU2449;                    North         East     Units Scale Factor Converg.
 TU2449;SPC HI 1     -    28,565.821   481,231.588   MT  0.99997102   -0 03 30.0
 TU2449;UTM  05      - 2,113,087.689   218,176.405   MT  1.00058192   -0 52 35.8
 TU2449
 TU2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2449!SPC HI 1     -   0.99985362  x   0.99997102  =   0.99982464
 TU2449!UTM  05      -   0.99985362  x   1.00058192  =   1.00043545
 TU2449
 TU2449:                Primary Azimuth Mark                     Grid Az
 TU2449:SPC HI 1     -  MAHANA RESET                             168 59 45.3
 TU2449:UTM  05      -  MAHANA RESET                             169 48 51.1
 TU2449
 TU2449|---------------------------------------------------------------------|
 TU2449| PID    Reference Object                     Distance      Geod. Az  |
 TU2449|                                                           dddmmss.s |
 TU2449| TU2066 MAHANA RESET                        APPROX.16.7 KM 1685615.3 |
 TU2449| TU2450 OLOKUANA                            APPROX. 2.7 KM 1824815.7 |
 TU2449| TU2453 HALEPOHAHA                          APPROX. 8.2 KM 3135432.4 |
 TU2449| TU2452 IHUANU                              APPROX. 9.7 KM 3235401.0 |
 TU2449|---------------------------------------------------------------------|
 TU2449
 TU2449                          SUPERSEDED SURVEY CONTROL
 TU2449
 TU2449  NAD 83(1986)-  19 05 28.75398(N)    155 40 42.12163(W) AD(       ) 2
 TU2449  OLD HI      -  19 05 39.57700(N)    155 40 52.15400(W) AD(       ) 2
 TU2449
 TU2449.Superseded values are not recommended for survey control.
 TU2449.NGS no longer adjusts projects to the OLD HI datum.
 TU2449.See file dsdata.txt to determine how the superseded data were derived.
 TU2449
 TU2449_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB1817613088(NAD 83)
 TU2449
 TU2449  HISTORY     - Date     Condition        Report By
 TU2449  HISTORY     - 1890     MONUMENTED       HIGS
 TU2449  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2449  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2449  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2449
 TU2449                          STATION DESCRIPTION
 TU2449
 TU2449'DESCRIBED BY HAWAII GEODETIC SURVEY 1890
 TU2449'IN SOUTHERN PART OF HAWAII, IN SOUTHERN KA-U, ON A LOFTY PEAK,
 TU2449'MOUNT AKIHI, IN THE KAHUKU FOREST, EAST OF THE LAVA FLOW OF 1868,
 TU2449'AND ABOUT 13 MILES NORTH OF KA LAE, THE MOST SOUTHERN POINT OF
 TU2449'HAWAII.  STATION IS ON SOUTHEASTERLY RIM OF DEEP CRATER.  MARKED
 TU2449'BY CROSS CUT IN ROCK SET DEEP IN GROUND, AND BY STONE CAIRN 9
 TU2449'FEET IN DIAMETER.  REFERENCE MARKS ARE CROSSES IN THREE STONES,
 TU2449'DISTANT 1.5 METERS.
 TU2449
 TU2449                          STATION RECOVERY (1938)
 TU2449
 TU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2449'IN THE SOUTHERN PART OF HAWAII IN SOUTHERN KAU ON THE SOUTH CRATER
 TU2449'RIM OF AKIHI HILL WHICH IS LOCATED ABOUT 5 MILES WEST-NORTHWEST
 TU2449'OF WAIOHINU VILLAGE AND ABOUT 2-1/2 MILES ABOVE THE GOVERNMENT
 TU2449'ROAD.  THE HILL SLOPES ARE THICKLY WOODED BUT THE HILL IS VISIBLE
 TU2449'FROM THE GOVERNMENT ROAD.  IT LIES ABOVE THE CONSPICUOUS GRASSY
 TU2449'HILL CALLED OLOKUANA.
 TU2449'
 TU2449'OLD STATION MARK FOUND--DRILL-HOLE IN + CUT IN ROCK FIRMLY SET
 TU2449'IN GROUND AND COVERED BY A STONEPILE.
 TU2449'
 TU2449'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2449'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG SET
 TU2449'ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW).  A
 TU2449'METAL TARGET IS SET OVER THE 2-1/2 IN PIPE.
 TU2449
 TU2449                          STATION RECOVERY (1949)
 TU2449
 TU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2449'AT THE TIME OF THIS SURVEY A 2-1/2 INCH PIPE PROJECTED FROM THE
 TU2449'TOP OF A TRIANGULAR CONCRETE PLATFORM WAS RECOVERED.  A NEW
 TU2449'DESCRIPTION FOLLOWS--
 TU2449'
 TU2449'THE STATION IS LOCATED ON THE SOUTHERN RIM OF AN EXTINCT VOLCANIC
 TU2449'CONE WHICH LIES ABOUT 4 MILES NORTHWEST OF WAIOHINU, ABOUT 3 MILES
 TU2449'NORTH NORTHEAST OF THE KAHUKU RANCH HEADQUARTERS, ABOUT 1.5
 TU2449'MILES NORTH OF A SAW MILL AND ABOUT 0.4 MILE NORTHEAST OF A GRADED
 TU2449'CINDER ROAD.
 TU2449'
 TU2449'TO REACH FROM THE SCHOOL HOUSE AND CHURCH IN THE VILLAGE OF
 TU2449'WAIOHINU.  GO WEST AND NORTH, ON THE ROAD WHICH LEADS TOWARD
 TU2449'CAPTAIN COOK, FOR 5.0 MILES.  TURN RIGHT, ONTO A GRADED, CINDER,
 TU2449'ROAD AND GO NORTH FOR 0.45 MILES TO A LARGE SAWMILL AND LUMBER
 TU2449'YARD.  PASS TO THE NORTHERLY SIDE OF THE MILL AND FOLLOW THE
 TU2449'GOOD CINDER ROAD NORTHERLY FOR 1.75 MILES TO THE END OF TRUCK
 TU2449'TRAVEL AT A CINDER PIT.  FROM THIS POINT, PACK NORTHEASTERLY
 TU2449'THROUGH THE FERNS AND SCRUB TREES FOR ABOUT 0.4 MILE TO THE
 TU2449'HIGHEST GROUND AND THE STATION.
 TU2449'
 TU2449'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2449'ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF CONCRETE WHICH
 TU2449'IS ABOUT 6 FEET ON EACH SIDE AND ABOUT FLUSH WITH THE SURROUNDING
 TU2449'ROCK.
 TU2449'
 TU2449'THE HAWAII TERRITORY SURVEY REPORTS THAT THEY MONUMENTED THIS
 TU2449'STATION IN 1938, WITH CONCRETE INSTRUMENT PLATFORM, METAL POLE
 TU2449'AND TARGET AND 2-1/2 INCH PIPE MENTIONED IN THIS DESCRIPTION,
 TU2449'CENTERED OVER THE OLD MARK FOUND.  THE OLD MARK FOUND WAS A DRILL
 TU2449'HOLE IN A CROSS CUT ON A BURIED STONE.  THIS AGREES WITH THE
 TU2449'MARKING OF THE ORIGINAL STATION.
 TU2449
 TU2449                          STATION RECOVERY (1967)
 TU2449
 TU2449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2449'STATION WAS RECOVERED IN GOOD CONDITION.  ALL LINES ARE NOW
 TU2449'BLOCKED BY OHIA TREES.  IT IS NOW POSSIBLE TO DRIVE WITHIN 75
 TU2449'YARDS OF THE STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2449'
 TU2449'STATION IS LOCATED ABOUT 6-1/2 MILES WEST-NORTHWEST OF NAALEHU AND
 TU2449'2 MILES NORTH OF STATE HIGHWAY 11, ON THE TIMBER-COVERED SOUTH
 TU2449'RIM, AND HIGHEST POINT, OF AN OLD VOLCANIC CRATER, AT ABOUT
 TU2449'2992 FEET ELEVATION, ALONG A TIMBERED RIDGE, ON KAHUKU RANCH
 TU2449'PROPERTY.
 TU2449'
 TU2449'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU2449'STATE HIGHWAY 11 FOR 6.7 MILES TO RED CINDER SIDE ROAD RIGHT,
 TU2449'AT SIGN KAHUKU RANCH.  TURN RIGHT AND GO 0.55 MILE.  TAKE LEFT
 TU2449'FORK AND GO 0.3 MILE TO LANDING STRIP.  CONTINUE AHEAD FOR 1.1
 TU2449'MILES TO SIDE ROAD RIGHT, 50 YARDS BEFORE CORRALS.  GO RIGHT,
 TU2449'UP STEEP GRADE, FOR 0.55 MILE TO CROSSROAD.  TURN LEFT AND
 TU2449'FOLLOW TRACK ROAD ALONG RIDGE LINE FOR 0.35 MILE TO BLADED SIDE
 TU2449'ROAD LEFT.  GO LEFT 0.1 MILE TO END OF TRUCK TRAVEL.  PACK
 TU2449'NORTHERLY UP THROUGH FERNS AND BRUSH ABOUT 75 YARDS TO HIGH
 TU2449'POINT AND STATION.
 TU2449'
 TU2449'STATION IS MARKED BY A 2-1/2-INCH, IRON PIPE 2 FEET LONG,
 TU2449'MOUNTED VERTICALLY OVER A 4-INCH HOLE IN THE CENTER OF A TRIANGULAR,
 TU2449'CONCRETE PLATFORM 7 FEET ON EACH SIDE AND FLUSH WITH THE GROUND.  A
 TU2449'METAL TARGET, SET INTO THE 2-FOOT PIPE, EXTENDS 8 FEET ABOVE
 TU2449'THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2693 ***********************************************************************
 TU2693  DESIGNATION -  AKOKOA 1913
 TU2693  PID         -  TU2693
 TU2693  STATE/COUNTY-  HI/HAWAII
 TU2693  USGS QUAD   -  HONOKANE (1982)
 TU2693
 TU2693                         *CURRENT SURVEY CONTROL
 TU2693  ___________________________________________________________________
 TU2693* NAD 83(1993)-  20 13 10.38700(N)    155 43 53.20135(W)     ADJUSTED  
 TU2693* LOCAL TIDAL -        28.     (meters)      92.     (feet)  SCALED    
 TU2693  ___________________________________________________________________
 TU2693  EPOCH DATE  -        1993.62
 TU2693  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 TU2693  GEOID HEIGHT-          18.67  (meters)                     GEOID03
 TU2693
 TU2693  HORZ ORDER  -  THIRD
 TU2693
 TU2693.The horizontal coordinates were established by classical geodetic methods
 TU2693.and adjusted by the National Geodetic Survey in December 1998..
 TU2693.The horizontal coordinates are valid at the epoch date displayed above.
 TU2693.The epoch date for horizontal control is a decimal equivalence
 TU2693.of Year/Month/Day.
 TU2693
 TU2693.The orthometric height was scaled from a topographic map.
 TU2693
 TU2693.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2693
 TU2693.The geoid height was determined by GEOID03.
 TU2693
 TU2693;                    North         East     Units Scale Factor Converg.
 TU2693;SPC HI 1     -   153,464.059   475,814.487   MT  0.99997389   -0 04 48.0
 TU2693;UTM  05      - 2,238,129.748   214,591.978   MT  1.00060689   -0 56 40.8
 TU2693
 TU2693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2693!SPC HI 1     -   0.99999266  x   0.99997389  =   0.99996655
 TU2693!UTM  05      -   0.99999266  x   1.00060689  =   1.00059955
 TU2693
 TU2693:                Primary Azimuth Mark                     Grid Az
 TU2693:SPC HI 1     -  ISLAND HIGHEST POINT                     135 29 15.8
 TU2693:UTM  05      -  ISLAND HIGHEST POINT                     136 21 08.6
 TU2693
 TU2693|---------------------------------------------------------------------|
 TU2693| PID    Reference Object                     Distance      Geod. Az  |
 TU2693|                                                           dddmmss.s |
 TU2693| TU2692 ISLAND HIGHEST POINT                APPROX. 4.2 KM 1352427.8 |
 TU2693| TU2695 NIULII 1913                         APPROX. 1.5 KM 2562931.0 |
 TU2693| TU2694 NIULII STACK                        APPROX. 1.2 KM 2903634.8 |
 TU2693|---------------------------------------------------------------------|
 TU2693
 TU2693                          SUPERSEDED SURVEY CONTROL
 TU2693
 TU2693  NAD 83(1986)-  20 13 10.35553(N)    155 43 53.21136(W) AD(       ) 3
 TU2693  OLD HI      -  20 13 21.42400(N)    155 44 03.23200(W) AD(       ) 3
 TU2693
 TU2693.Superseded values are not recommended for survey control.
 TU2693.NGS no longer adjusts projects to the OLD HI datum.
 TU2693.See file dsdata.txt to determine how the superseded data were derived.
 TU2693
 TU2693_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1459238130(NAD 83)
 TU2693
 TU2693  HISTORY     - Date     Condition        Report By
 TU2693  HISTORY     - 1913     MONUMENTED       CGS
 TU2693  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2693
 TU2693                          STATION DESCRIPTION
 TU2693
 TU2693'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2693'ON THE NORTH COAST OF HAWAII, OUT ON THE EXTREME END OF OKAKOA
 TU2693'POINT, WHICH IS THE MOST EASTERLY OF THE POINTS OF THE KOHALA
 TU2693'DISTRICT BEING AT A PLACE WHERE THE SHORE LINE TURNS ABRUPTLY TO
 TU2693'THE SOUTH, MEETING THE HIGH CLIFF LINE THAT EXTENDS ALMOST IN A
 TU2693'STRAIGHT LINE TO KUKUIHAELE LANDING, HAMOKUA.  STATION IS 10
 TU2693'METERS FROM CLIFF EDGE TO EAST.  8 METERS FROM CLIFF EDGE
 TU2693'NORTH.  AND 11 METERS FROM CLIFF EDGE WEST.  MARKED BY A
 TU2693'CYLINDER OF CONCRETE WITH ROUNDED TOP LEVEL WITH GROUND, AND 1
 TU2693'1/2 FEET IN DIAMETER.  CYLINDER EXTENDS TO DEPTH OF ABOUT 2
 TU2693'1/2 FEET.
 TU2693
 TU2693                          STATION RECOVERY (1967)
 TU2693
 TU2693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2693'STATION WAS RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--STATION
 TU2693'IS LOCATED ON THE NORTH COAST OF THE ISLAND, ABOUT 3/4-MILE
 TU2693'EAST-SOUTHEAST OF NIULII, ON THE NORTH END OF AKOKOA POINT, ABOUT
 TU2693'93 FEET ABOVE THE SEA, ON THE BARE, BROWN, DIRT POINT EXTENDING
 TU2693'NORTHWARD FROM BRUSH LINE.
 TU2693'
 TU2693'TO REACH STATION FROM THE POST OFFICE IN KOHALA, GO EAST ON
 TU2693'STATE HIGHWAY 27 FOR 4.1 MILES.  TAKE RIGHT FORK AT SIGN POLOLU
 TU2693'VALLEY, AND GO 1.2 MILES TO SIDE ROAD LEFT, AT TOP OF WINDING
 TU2693'GRADE.  TURN LEFT AND GO DOWN THROUGH CANE FIELD FOR 0.95
 TU2693'MILE.  TURN RIGHT, ENTERING TREES, AND GO 0.05 MILE TO END OF
 TU2693'TRUCK TRAVEL.  WALK NORTHEAST ABOUT 75 YARDS TO STATION.
 TU2693'
 TU2693'STATION MARK IS THE CENTER OF A 1-INCH IRON PIPE IN THE CENTER OF
 TU2693'A 12-INCH-DIAMETER, ROUND-TOPPED, CONCRETE MONUMENT, FLUSH WITH
 TU2693'THE GROUND.  IT IS 27 FEET SOUTH OF NORTH END OF THE POINT, IN
 TU2693'THE MIDDLE OF THE NARROW (ABOUT 20 YARDS WIDE) POINT, 24 FEET
 TU2693'SOUTHEAST OF A 1/2-INCH IRON PIPE AND AN IRON PIN NEAR END OF
 TU2693'BLUFF, 35 YARDS NORTH FROM EDGE OF BRUSH LINE AND ABOUT 20 FEET
 TU2693'LOWER THAN BRUSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1776 ***********************************************************************
 TU1776  DESIGNATION -  AL
 TU1776  PID         -  TU1776
 TU1776  STATE/COUNTY-  HI/KAUAI
 TU1776  USGS QUAD   -  KOLOA (1996)
 TU1776
 TU1776                         *CURRENT SURVEY CONTROL
 TU1776  ___________________________________________________________________
 TU1776* NAD 83(1993)-  21 52 54.09539(N)    159 25 18.49420(W)     ADJUSTED  
 TU1776* LOCAL TIDAL -                                                        
 TU1776  ___________________________________________________________________
 TU1776  EPOCH DATE  -        1993.62
 TU1776  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 TU1776  GEOID HEIGHT-          14.89  (meters)                     GEOID03
 TU1776
 TU1776  HORZ ORDER  -  THIRD
 TU1776
 TU1776.The horizontal coordinates were established by classical geodetic methods
 TU1776.and adjusted by the National Geodetic Survey in December 1998..
 TU1776.The horizontal coordinates are valid at the epoch date displayed above.
 TU1776.The epoch date for horizontal control is a decimal equivalence
 TU1776.of Year/Month/Day.
 TU1776
 TU1776
 TU1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1776
 TU1776.The geoid height was determined by GEOID03.
 TU1776
 TU1776;                    North         East     Units Scale Factor Converg.
 TU1776;SPC HI 4     -     5,356.806   508,081.294   MT  0.99999081   +0 01 44.9
 TU1776;UTM  04      - 2,419,791.923   456,424.734   MT  0.99962346   -0 09 25.9
 TU1776
 TU1776                          SUPERSEDED SURVEY CONTROL
 TU1776
 TU1776  NAD 83(1986)-  21 52 54.08154(N)    159 25 18.53293(W) AD(       ) 4
 TU1776  OLD HI      -  21 53 05.38000(N)    159 25 28.58000(W) AD(       ) 3
 TU1776
 TU1776.Superseded values are not recommended for survey control.
 TU1776.NGS no longer adjusts projects to the OLD HI datum.
 TU1776.See file dsdata.txt to determine how the superseded data were derived.
 TU1776
 TU1776_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5642519792(NAD 83)
 TU1776
 TU1776  HISTORY     - Date     Condition        Report By
 TU1776  HISTORY     - UNK      MONUMENTED
 TU1776  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1776  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1776
 TU1776                          STATION DESCRIPTION
 TU1776
 TU1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1776'THE POINT ON WHICH STATION WAS LOCATED WAS IDENTIFIED BY CHECK
 TU1776'ANGLE BUT NO MARK WAS FOUND.  IT WAS LOCATED ON A SMALL BUT
 TU1776'QUITE NOTICEABLE BEDROCK MOUND ABOUT 10 FEET IN DIAMETER AND
 TU1776'RISING ABOUT 4 FEET ABOVE GENERAL RIDGE LINE AT THE WEST END OF
 TU1776'A LOW, FLAT MESA, ABOUT 80 FEET ABOVE THE SEA IMMEDIATELY
 TU1776'BELOW, AND IS ABOUT 2 MILES SOUTHEAST OF THE KOLOA SUGAR MILL
 TU1776'AND 1-1/2 MILES NORTHEAST OF MAKAHUENA POINT.
 TU1776'
 TU1776'IT IS POSSIBLE THAT THE MOUND WAS USED AS A HYDRO SIGNAL, OR
 TU1776'ELSE A POLE MAY HAVE BEEN PLACED ON THE MOUND.
 TU1776
 TU1776                          STATION RECOVERY (1998)
 TU1776
 TU1776'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2849 ***********************************************************************
 TU2849  DESIGNATION -  ALAEA 1877
 TU2849  PID         -  TU2849
 TU2849  STATE/COUNTY-  HI/MAUI
 TU2849  USGS QUAD   -  NAHIKU (1983)
 TU2849
 TU2849                         *CURRENT SURVEY CONTROL
 TU2849  ___________________________________________________________________
 TU2849* NAD 83(1993)-  20 44 18.39418(N)    156 08 34.65436(W)     ADJUSTED  
 TU2849* LOCAL TIDAL -      2329.     (meters)    7641.     (feet)  SCALED    
 TU2849  ___________________________________________________________________
 TU2849  EPOCH DATE  -        1993.62
 TU2849  LAPLACE CORR-         -10.35  (seconds)                    DEFLEC99
 TU2849  GEOID HEIGHT-          16.98  (meters)                     GEOID03
 TU2849
 TU2849  HORZ ORDER  -  THIRD
 TU2849
 TU2849.The horizontal coordinates were established by classical geodetic methods
 TU2849.and adjusted by the National Geodetic Survey in December 1998..
 TU2849.The horizontal coordinates are valid at the epoch date displayed above.
 TU2849.The epoch date for horizontal control is a decimal equivalence
 TU2849.of Year/Month/Day.
 TU2849
 TU2849.The orthometric height was scaled from a topographic map.
 TU2849
 TU2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2849
 TU2849.The geoid height was determined by GEOID03.
 TU2849
 TU2849;                    North         East     Units Scale Factor Converg.
 TU2849;SPC HI 2     -    44,936.874   554,543.087   MT  1.00000342   +0 11 07.6
 TU2849;UTM  04      - 2,295,829.181   797,536.041   MT  1.00069421   +1 00 44.8
 TU2849
 TU2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2849!SPC HI 2     -   0.99963139  x   1.00000342  =   0.99963481
 TU2849!UTM  04      -   0.99963139  x   1.00069421  =   1.00032535
 TU2849
 TU2849:                Primary Azimuth Mark                     Grid Az
 TU2849:SPC HI 2     -  PAKIHI KALUANUI 1883                     163 59 22.2
 TU2849:UTM  04      -  PAKIHI KALUANUI 1883                     163 09 45.0
 TU2849
 TU2849|---------------------------------------------------------------------|
 TU2849| PID    Reference Object                     Distance      Geod. Az  |
 TU2849|                                                           dddmmss.s |
 TU2849| TU2847 PAKIHI KALUANUI 1883                APPROX. 0.9 KM 1641029.8 |
 TU2849|---------------------------------------------------------------------|
 TU2849
 TU2849                          SUPERSEDED SURVEY CONTROL
 TU2849
 TU2849  NAD 83(1986)-  20 44 18.35588(N)    156 08 34.67551(W) AD(       ) 3
 TU2849  OLD HI      -  20 44 29.88500(N)    156 08 44.87200(W) AD(       ) 3
 TU2849
 TU2849.Superseded values are not recommended for survey control.
 TU2849.NGS no longer adjusts projects to the OLD HI datum.
 TU2849.See file dsdata.txt to determine how the superseded data were derived.
 TU2849
 TU2849_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9753695829(NAD 83)
 TU2849
 TU2849  HISTORY     - Date     Condition        Report By
 TU2849  HISTORY     - 1877     MONUMENTED       HIGS
 TU2849
 TU2849                          STATION DESCRIPTION
 TU2849
 TU2849'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2849'IN EAST CENTRAL PART OF EAST MAUI, ON A HILL OF THE SAME NAME,
 TU2849'IN KOOLAU DISTRICT, ON THE NORTHEAST SLOPE OF MOUNT HALEAKALA,
 TU2849'ABOUT 7 MILES DUE SOUTH OF PAUWALU.  MARKED BY REDWOOD POST
 TU2849'AND CAIRN OF STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2148 ***********************************************************************
 TU2148  DESIGNATION -  ALALA RESET=758
 TU2148  PID         -  TU2148
 TU2148  STATE/COUNTY-  HI/HAWAII
 TU2148  USGS QUAD   -  PAPAIKOU (1994)
 TU2148
 TU2148                         *CURRENT SURVEY CONTROL
 TU2148  ___________________________________________________________________
 TU2148* NAD 83(1993)-  19 50 07.84996(N)    155 06 32.67626(W)     ADJUSTED  
 TU2148* LOCAL TIDAL -       231.3    (meters)     759.     (feet)  VERT ANG  
 TU2148  ___________________________________________________________________
 TU2148  EPOCH DATE  -        1993.62
 TU2148  LAPLACE CORR-         -19.71  (seconds)                    DEFLEC99
 TU2148  GEOID HEIGHT-          18.07  (meters)                     GEOID03
 TU2148
 TU2148  HORZ ORDER  -  FIRST
 TU2148
 TU2148.The horizontal coordinates were established by classical geodetic methods
 TU2148.and adjusted by the National Geodetic Survey in December 1998..
 TU2148.The horizontal coordinates are valid at the epoch date displayed above.
 TU2148.The epoch date for horizontal control is a decimal equivalence
 TU2148.of Year/Month/Day.
 TU2148
 TU2148.The orthometric height was determined by vertical angle observations.
 TU2148
 TU2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2148
 TU2148.The geoid height was determined by GEOID03.
 TU2148
 TU2148;                    North         East     Units Scale Factor Converg.
 TU2148;SPC HI 1     -   110,981.203   540,950.186   MT  0.99998739   +0 07 57.5
 TU2148;UTM  05      - 2,194,659.377   279,112.632   MT  1.00020310   -0 42 57.4
 TU2148
 TU2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2148!SPC HI 1     -   0.99996080  x   0.99998739  =   0.99994819
 TU2148!UTM  05      -   0.99996080  x   1.00020310  =   1.00016389
 TU2148
 TU2148:                Primary Azimuth Mark                     Grid Az
 TU2148:SPC HI 1     -  PEPEEKEO RAD STA KIPA MAST               063 21 26.6
 TU2148:UTM  05      -  PEPEEKEO RAD STA KIPA MAST               064 12 21.5
 TU2148
 TU2148|---------------------------------------------------------------------|
 TU2148| PID    Reference Object                     Distance      Geod. Az  |
 TU2148|                                                           dddmmss.s |
 TU2148| TU2156 PEPEEKEO RAD STA KIPA MAST          APPROX. 3.0 KM 0632924.1 |
 TU2148| TU2150 PEPEEKEO POINT LIGHT                APPROX. 3.1 KM 0645057.8 |
 TU2148| CN4639 ALALA RM 1                            5.665 METERS 11854     |
 TU2148| TU2255 HILO HAWAIIAN TELEPHONE CO TWR      APPROX.15.4 KM 1373733.0 |
 TU2148| TU2188 HILO RADIO RANGE                    APPROX.14.9 KM 1423056.8 |
 TU2148| TU2253 KUHIO BAY RANGE REAR LIGHT          APPROX.13.1 KM 1512022.4 |
 TU2148| TU2254 KUHIO BAY RANGE FRONT LIGHT         APPROX.12.8 KM 1525314.7 |
 TU2148| TU2198 HILO HARBOR COMMISSIONERS TANK      APPROX.13.1 KM 1541137.3 |
 TU2148| TU2266 WAIAKEA CREEK CHAN DAYBEACON 1      APPROX.12.9 KM 1620809.6 |
 TU2148| CN5079 ALALA RM 2                            6.402 METERS 23040     |
 TU2148|---------------------------------------------------------------------|
 TU2148
 TU2148                          SUPERSEDED SURVEY CONTROL
 TU2148
 TU2148  NAD 83(1986)-  19 50 07.82034(N)    155 06 32.69080(W) AD(       ) 1
 TU2148  OLD HI      -  19 50 18.78100(N)    155 06 42.65400(W) AD(       ) 1
 TU2148
 TU2148.Superseded values are not recommended for survey control.
 TU2148.NGS no longer adjusts projects to the OLD HI datum.
 TU2148.See file dsdata.txt to determine how the superseded data were derived.
 TU2148
 TU2148_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7911394659(NAD 83)
 TU2148
 TU2148  HISTORY     - Date     Condition        Report By
 TU2148  HISTORY     - 1912     MONUMENTED       USGS
 TU2148  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2148  HISTORY     - 1930     SEE DESCRIPTION  HITS
 TU2148  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2148  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2148  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2148  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2148
 TU2148                          STATION DESCRIPTION
 TU2148
 TU2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2148'ON EAST COAST OF HAWAII, HILO DISTRICT, LAND OF MAKAHANALOA, ON THE
 TU2148'PROMINENT SUGAR-LOAF HILL WHICH RISES ABRUPTLY AND SYMMETRICALLY
 TU2148'FROM THE COMPARATIVELY SMOOTH SLOPE JUST BEHIND PEPEEKEO.  THERE
 TU2148'ARE TWO OTHER HILLS OF EQUAL HEIGHT ABOUT 1/3 MILE TO THE
 TU2148'SOUTH-SOUTHWEST.  THERE IS A PLANTATION CAMP, GROUP OF SMALL
 TU2148'WHITE SHACKS AND ONE LARGE STABLE, AT FOOT OF HILL ON NORTH SIDE.
 TU2148'STATION MAY BE IDENTIFIED BY THE FOLLOWING BEARINGS--TO PEPEEKEO
 TU2148'SUGAR MILL STACK, N. 61 DEG E., LONG BARN-LIKE STRUCTURE
 TU2148'(STATION SCHOOL) S. 80 DEG W., LELEIWI POINT, S. 56 DEG W.
 TU2148'ENTIRE HILL IS COVERED WITH CANE.  MARKED BY UNITED STATES
 TU2148'GEOLOGICAL SURVEY COPPER MARK SET IN CONCRETE FLUSH WITH THE
 TU2148'GROUND AND SURROUNDED BY BOWLDERS.
 TU2148
 TU2148                          STATION RECOVERY (1930)
 TU2148
 TU2148'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1930 (CLM)
 TU2148'A TYPE B-1 MONUMENT HAS BEEN ERECTED OVER A U.S.G.S. BRONZE TABLET
 TU2148'SET IN THE TOP OF A CONCRETE BLOCK, BY CHAS. L. MURRAY OF THE
 TU2148'HAWAII TERRITORY SURVEY.
 TU2148
 TU2148                          STATION RECOVERY (1949)
 TU2148
 TU2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2148'THE STATION WAS RECOVERED, AS DESCRIBED BY E. R. HAND IN 1912, IN
 TU2148'GOOD CONDITION.  A SQUARE BLOCK OF CONCRETE HAS BEEN ERECTED OVER
 TU2148'THE STATION DISK SINCE 1912.  TWO REFERENCE MARKS WERE ESTABLISHED
 TU2148'IN 1949.  A NEW DESCRIPTION FOLLOWS--
 TU2148'
 TU2148'THE STATION IS LOCATED ON THE SUMMIT OF A GRASSY KNOLL WHICH LIES
 TU2148'ABOUT 8 MILES NORTH OF HILO, ABOUT 2 MILES WEST SOUTHWEST OF
 TU2148'PEPEEKEO POINT, ABOUT 0.5 MILE WEST SOUTHWEST OF THE VILLAGE OF
 TU2148'PEPEEKEO, ABOUT 0.3 MILE WEST OF THE HIGHWAY AND ABOUT 0.2 MILE
 TU2148'SOUTH OF A PLANTATION CAMP.  TWO GRASSY KNOLLS OF A SLIGHLY
 TU2148'HIGHER ELEVATION LIE ABOUT 0.3 MILE TO THE SOUTH.
 TU2148'
 TU2148'TO REACH FROM THE POST OFFICE AT HILO.  GO NORTH, ON THE ROAD
 TU2148'WHICH LEADS TOWARD HONOKAA, FOR 8.7 TO THE PEPEEKEO
 TU2148'HOSPITAL.  CONTINUE NORTH 0.4 MILE TO THE PEPEEKOE POST
 TU2148'OFFICE.  CONTINUE NORTH FOR 0.05 MILE.  TURN LEFT, ONTO A GRADED
 TU2148'ROAD, AND GO WESTERLY FOR 0.65 MILE TO A PLANTATION CAMP.  TAKE
 TU2148'THE LEFT HAND FORK AND GO SOUTHWEST FOR 0.3 MILE.  TURN LEFT AND
 TU2148'GO SOUTH FOR 0.3 MILE.  TURN LEFT AND GO EAST FOR 0.3 MILE TO THE
 TU2148'END OF THE ROAD AND THE END OF TRUCK TRAVEL.  FROM THIS POINT
 TU2148'PACK SOUTHEAST, UP THE SLOPE, FOR ABOUT 0.2 MILE TO THE SUMMIT
 TU2148'AND THE STATION.
 TU2148'
 TU2148'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK SET IN CONCRETE.
 TU2148'
 TU2148'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ALALA NO 1
 TU2148'1949, BRAZED TO THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS ABOUT
 TU2148'6 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2148'
 TU2148'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ALALA NO 2
 TU2148'1949, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2148'ABOUT 6 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2148'
 TU2148'THE STATION USED IN THIS SURVEY IS THE CENTER OF A 2-1/2 INCH
 TU2148'PIPE WHICH PROJECTS ABOUT 2 FEET FROM THE TOP OF THE SQUARE SLAB OF
 TU2148'CONCRETE THAT HAS BEEN ERECTED OVER THE U.S. GEOLOGICAL SURVEY
 TU2148'DISK.  ACCURACY IN CENTERING THIS PIPE OVER THE DISK, BY THE
 TU2148'TERRITORY SURVEY, IS PRESUMED CORRECT.
 TU2148
 TU2148                          STATION RECOVERY (1962)
 TU2148
 TU2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2148'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.  THE REFERENCE
 TU2148'MARKS WERE FOUND TO BE STAMPED ALALA NO 1 USGS 1949 AND ALALA NO
 TU2148'2 USGS 1949 INSTEAD OF AS NOTED IN THE 1949 RECOVERY NOTE BY
 TU2148'C.T.H.  THERE IS A SMALL SHORT WAVE RADIO ANTENNA AND SEVERAL
 TU2148'SMALL BUILDINGS ON THE HILL WHICH IS CLEARLY VISIBLE FROM THE
 TU2148'HIGHWAY.
 TU2148'
 TU2148'THE STATION MAY BE REACHED BY ROAD.
 TU2148'
 TU2148'THE 1949 DESCRIPTION IS ADEQUATE.
 TU2148
 TU2148                          STATION RECOVERY (1966)
 TU2148
 TU2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2148'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER DISCREPANCIES WERE
 TU2148'NOTED IN THE DISTANCE AND DIRECTION TO RM NO. 1.  THE 1966 VALUES
 TU2148'WERE CHECKED AND ARE CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2148'
 TU2148'STATION IS LOCATED ABOUT 8 MILES NORTH OF HILO, 2 MILES
 TU2148'WEST-SOUTHWEST OF PEPEEKEO SUGAR MILL, AND 1/3-MILE WEST OF STATE
 TU2148'HIGHWAY 19, ON A GRASSY HILL OF ABOUT 758 FEET ELEVATION THAT HAS
 TU2148'A TALL STEEL RADIO MAST AND 2 WOODEN ANTENNA POLES ON ITS
 TU2148'SUMMIT.  THERE ARE TWO HILLS OF ABOUT SAME ELEVATION ABOUT
 TU2148'1/3-MILE SOUTH OF STATION AND A SMALL PLANTATION VILLAGE ABOUT
 TU2148'350 YARDS NORTH.
 TU2148'
 TU2148'TO REACH STATION FROM THE POST OFFICE AT PEPEEKEO, GO NORTH ON
 TU2148'STATE HIGHWAY 19 FOR 0.75 MILE TO PAVED CROSSROAD.  TURN LEFT AND GO
 TU2148'0.45 MILE TO FORK IN VILLAGE, JUST BEFORE SMALL BRIDGE.  TAKE LEFT
 TU2148'FORK AND GO 0.35 MILE.  TAKE LEFT FORK AND GO 0.2 MILE.  TAKE SIDE
 TU2148'ROAD LEFT AND GO 0.25 MILE.  TAKE LEFT FORK AND GO 0.1 MILE TO
 TU2148'METAL GATE.  PASS THROUGH GATE AND GO 0.05 MILE TO STATION ON
 TU2148'TOP OF HILL.
 TU2148'
 TU2148'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 758, SET IN
 TU2148'THE TOP OF A 7-INCH-SQUARE, STONE AND MORTAR POST PROJECTING 2
 TU2148'INCHES ABOVE GROUND.  A TYPE B-1 SIGNAL HAS BEEN BUILT OVER THE
 TU2148'MARK.  STATION IS 100 FEET NORTHEAST OF THE RADIO ANTENNAS.
 TU2148'
 TU2148'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALALA USGS
 TU2148'NO 1 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2148'THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS ABOUT 2-1/2 FEET
 TU2148'LOWER THAN STATION.
 TU2148'
 TU2148'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALALA USGS
 TU2148'NO 2 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2148'THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS ABOUT 1-1/2 FEET
 TU2148'LOWER THAN STATION.
 TU2148
 TU2148                          STATION RECOVERY (1977)
 TU2148
 TU2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2148'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2148'GOOD CONDITION AND THE DISTANCES AND DIRECTIONS FROM THE STATION
 TU2148'MARK TO THE REFERENCE MARKS MEASURED ON THIS DATE COMPARED
 TU2148'FAVORABLY WITH THE 1966 MEASUREMENTS.  THE PREVIOUS DESCRIPTIONS
 TU2148'ARE ADEQUATE.
 TU2148'
 TU2148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2148'8 MILES NORTH OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2768 ***********************************************************************
 TU2768  DESIGNATION -  ALAU FLAG
 TU2768  PID         -  TU2768
 TU2768  STATE/COUNTY-  HI/MAUI
 TU2768  USGS QUAD   -  HANA (1983)
 TU2768
 TU2768                         *CURRENT SURVEY CONTROL
 TU2768  ___________________________________________________________________
 TU2768* NAD 83(1993)-  20 43 35.27824(N)    155 58 47.86615(W)     ADJUSTED  
 TU2768* LOCAL TIDAL -                                                        
 TU2768  ___________________________________________________________________
 TU2768  EPOCH DATE  -        1993.62
 TU2768  LAPLACE CORR-         -14.91  (seconds)                    DEFLEC99
 TU2768  GEOID HEIGHT-          14.36  (meters)                     GEOID03
 TU2768
 TU2768  HORZ ORDER  -  THIRD
 TU2768
 TU2768.The horizontal coordinates were established by classical geodetic methods
 TU2768.and adjusted by the National Geodetic Survey in December 1998..
 TU2768.The horizontal coordinates are valid at the epoch date displayed above.
 TU2768.The epoch date for horizontal control is a decimal equivalence
 TU2768.of Year/Month/Day.
 TU2768
 TU2768
 TU2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2768
 TU2768.The geoid height was determined by GEOID03.
 TU2768
 TU2768;                    North         East     Units Scale Factor Converg.
 TU2768;SPC HI 2     -    43,674.368   571,525.048   MT  1.00002987   +0 14 34.9
 TU2768;UTM  05      - 2,294,733.635   189,629.677   MT  1.00079067   -1 03 19.7
 TU2768;UTM  04      - 2,294,811.104   814,547.064   MT  1.00082294   +1 04 10.9
 TU2768
 TU2768                          SUPERSEDED SURVEY CONTROL
 TU2768
 TU2768  NAD 83(1986)-  20 43 35.24417(N)    155 58 47.88793(W) AD(       ) 4
 TU2768  OLD HI      -  20 43 53.23000(N)    155 58 50.37000(W) AD(       ) 3
 TU2768
 TU2768.Superseded values are not recommended for survey control.
 TU2768.NGS no longer adjusts projects to the OLD HI datum.
 TU2768.See file dsdata.txt to determine how the superseded data were derived.
 TU2768
 TU2768_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8963094734(NAD 83)
 TU2768
 TU2768  HISTORY     - Date     Condition        Report By
 TU2768  HISTORY     - UNK      MONUMENTED
 TU2768  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2768
 TU2768                          STATION DESCRIPTION
 TU2768
 TU2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2768'THE ORIGINAL STATION WAS NOT RECOVERED.  NO INFORMATION IS
 TU2768'AVAILABLE AS TO WHO ESTABLISHED THIS STATION OR HOW IT WAS
 TU2768'MARKED.  A NEW STATION, CONSISTING OF A STANDARD DISK, STAMPED
 TU2768'ALAU FLAG 2 1950, WAS ESTABLISHED, BY INTERSECTION, ON THE
 TU2768'HIGHEST POINT OF THE ISLAND.  TWO REFERENCE DISKS WERE ALSO
 TU2768'PLACED NEAR THE STATION BUT WERE NOT MEASURED OR CUT IN.  SEE
 TU2768'DESCRIPTION FOR ALAU FLAG 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2767 ***********************************************************************
 TU2767  DESIGNATION -  ALAU FLAG 2 1950
 TU2767  PID         -  TU2767
 TU2767  STATE/COUNTY-  HI/MAUI
 TU2767  USGS QUAD   -  HANA (1983)
 TU2767
 TU2767                         *CURRENT SURVEY CONTROL
 TU2767  ___________________________________________________________________
 TU2767* NAD 83(1993)-  20 43 41.45562(N)    155 58 40.18912(W)     ADJUSTED  
 TU2767* LOCAL TIDAL -        45.     (meters)     148.     (feet)  VERT ANG  
 TU2767  ___________________________________________________________________
 TU2767  EPOCH DATE  -        1993.62
 TU2767  LAPLACE CORR-         -14.86  (seconds)                    DEFLEC99
 TU2767  GEOID HEIGHT-          14.30  (meters)                     GEOID03
 TU2767
 TU2767  HORZ ORDER  -  SECOND
 TU2767
 TU2767.The horizontal coordinates were established by classical geodetic methods
 TU2767.and adjusted by the National Geodetic Survey in December 1998..
 TU2767.The horizontal coordinates are valid at the epoch date displayed above.
 TU2767.The epoch date for horizontal control is a decimal equivalence
 TU2767.of Year/Month/Day.
 TU2767
 TU2767.The orthometric height was determined by vertical angle observations.
 TU2767.No vertical observational check was made to the station.
 TU2767
 TU2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2767
 TU2767.The geoid height was determined by GEOID03.
 TU2767
 TU2767;                    North         East     Units Scale Factor Converg.
 TU2767;SPC HI 2     -    43,865.294   571,746.364   MT  1.00003026   +0 14 37.7
 TU2767;UTM  05      - 2,294,919.637   189,855.433   MT  1.00078894   -1 03 17.3
 TU2767;UTM  04      - 2,295,005.357   814,765.775   MT  1.00082464   +1 04 13.9
 TU2767
 TU2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2767!SPC HI 2     -   0.99999068  x   1.00003026  =   1.00002094
 TU2767!UTM  05      -   0.99999068  x   1.00078894  =   1.00077961
 TU2767!UTM  04      -   0.99999068  x   1.00082464  =   1.00081531
 TU2767
 TU2767                          SUPERSEDED SURVEY CONTROL
 TU2767
 TU2767  NAD 83(1986)-  20 43 41.42317(N)    155 58 40.20806(W) AD(       ) 2
 TU2767  OLD HI      -  20 43 52.93300(N)    155 58 50.26600(W) AD(       ) 2
 TU2767
 TU2767.Superseded values are not recommended for survey control.
 TU2767.NGS no longer adjusts projects to the OLD HI datum.
 TU2767.See file dsdata.txt to determine how the superseded data were derived.
 TU2767
 TU2767_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8985594920(NAD 83)
 TU2767_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2767_SETTING: 80 = SET IN A BOULDER
 TU2767_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2767
 TU2767  HISTORY     - Date     Condition        Report By
 TU2767  HISTORY     - 1950     MONUMENTED       CGS
 TU2767
 TU2767                          STATION DESCRIPTION
 TU2767
 TU2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2767'THIS STATION WAS NOT OBSERVED.  THE REFERENCE MARKS WERE NOT
 TU2767'MEASURED OR CUT IN.
 TU2767'
 TU2767'STATION WAS LOCATED BY INTERSECTION.  (8 POSITIONS)
 TU2767'
 TU2767'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGHEST GROUND
 TU2767'ON ALAU ISLAND WHICH LIES ABOUT 2 MILES SOUTH OF HANA AND
 TU2767'ABOUT 0.2 MILE OFF SHORE.
 TU2767'
 TU2767'THE STATION IS A STANDARD DISK, STAMPED ALAU FLAG 2 1950, SET
 TU2767'IN THE TOP OF A IRON PIPE WHICH IS ABOUT LEVEL WITH THE SURFACE
 TU2767'OF THE GROUND.
 TU2767'
 TU2767'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ALAU
 TU2767'FLAG 2 NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH
 TU2767'IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 TU2767'
 TU2767'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ALAU FLAG
 TU2767'2 NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 TU2767'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1571 ***********************************************************************
 TU1571  DESIGNATION -  ALEI
 TU1571  PID         -  TU1571
 TU1571  STATE/COUNTY-  HI/HONOLULU
 TU1571  USGS QUAD   -  KAENA (1983)
 TU1571
 TU1571                         *CURRENT SURVEY CONTROL
 TU1571  ___________________________________________________________________
 TU1571* NAD 83(1993)-  21 34 23.40889(N)    158 14 20.89245(W)     ADJUSTED  
 TU1571* LOCAL TIDAL -       329.     (meters)    1079.     (feet)  SCALED    
 TU1571  ___________________________________________________________________
 TU1571  EPOCH DATE  -        1993.62
 TU1571  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 TU1571  GEOID HEIGHT-          14.68  (meters)                     GEOID03
 TU1571
 TU1571  HORZ ORDER  -  THIRD
 TU1571
 TU1571.The horizontal coordinates were established by classical geodetic methods
 TU1571.and adjusted by the National Geodetic Survey in December 1998..
 TU1571.The horizontal coordinates are valid at the epoch date displayed above.
 TU1571.The epoch date for horizontal control is a decimal equivalence
 TU1571.of Year/Month/Day.
 TU1571
 TU1571.The orthometric height was scaled from a topographic map.
 TU1571
 TU1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1571
 TU1571.The geoid height was determined by GEOID03.
 TU1571
 TU1571;                    North         East     Units Scale Factor Converg.
 TU1571;SPC HI 3     -    45,027.269   475,233.203   MT  0.99999758   -0 05 16.5
 TU1571;UTM  04      - 2,385,776.306   578,771.491   MT  0.99967667   +0 16 47.2
 TU1571
 TU1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1571!SPC HI 3     -   0.99994599  x   0.99999758  =   0.99994357
 TU1571!UTM  04      -   0.99994599  x   0.99967667  =   0.99962267
 TU1571
 TU1571:                Primary Azimuth Mark                     Grid Az
 TU1571:SPC HI 3     -  KAUHAO                                   083 43 54.4
 TU1571:UTM  04      -  KAUHAO                                   083 21 50.7
 TU1571
 TU1571|---------------------------------------------------------------------|
 TU1571| PID    Reference Object                     Distance      Geod. Az  |
 TU1571|                                                           dddmmss.s |
 TU1571| TU1565 KAUHAO                              APPROX. 0.5 KM 0833837.9 |
 TU1571| CJ9369 ALEI RM 1                            15.475 METERS 21438     |
 TU1571| TU0559 LUCK                                APPROX. 0.8 KM 3360249.4 |
 TU1571| CJ9370 ALEI RM 2                             8.835 METERS 33650     |
 TU1571|---------------------------------------------------------------------|
 TU1571
 TU1571                          SUPERSEDED SURVEY CONTROL
 TU1571
 TU1571  NAD 83(1986)-  21 34 23.35807(N)    158 14 20.90450(W) AD(       ) 3
 TU1571  OLD HI      -  21 34 34.74200(N)    158 14 30.84700(W) AD(       ) 3
 TU1571
 TU1571.Superseded values are not recommended for survey control.
 TU1571.NGS no longer adjusts projects to the OLD HI datum.
 TU1571.See file dsdata.txt to determine how the superseded data were derived.
 TU1571
 TU1571_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7877185776(NAD 83)
 TU1571_MARKER: Z = SEE DESCRIPTION
 TU1571_SETTING: 0 = UNSPECIFIED SETTING
 TU1571
 TU1571  HISTORY     - Date     Condition        Report By
 TU1571  HISTORY     - 1932     MONUMENTED       CGS
 TU1571  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1571
 TU1571                          STATION DESCRIPTION
 TU1571
 TU1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1571'STATION IS 2-2/3 MILES E OF KAENA POINT, NEAR EDGE OF CLIFF AT
 TU1571'ALEI PALI.  A PROMINENT ROCK (ELEVATION ABOUT 800 FEET) PROJECTS
 TU1571'OUT FROM BLUFF ABOUT 0.1 MILE NNE OF STATION.
 TU1571'
 TU1571'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE
 TU1571'IN DEPRESSIONS IN BOULDERS.
 TU1571'
 TU1571'THIS STATION CAN BEST BE REACHED BY THE TRAIL UP TO STATION
 TU1571'KAUHAO AND THENCE AROUND GULCHES.
 TU1571'
 TU1571'THIS STATION SEES STATIONS BATH AND PUEO.
 TU1571'
 TU1571'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1571
 TU1571                          STATION RECOVERY (1964)
 TU1571
 TU1571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1571'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1571'COMPLETE DESCRIPTION FOLLOWS--
 TU1571'
 TU1571'STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF KAENA POINT AND
 TU1571'1 MILE WEST-SOUTHWEST OF CAMP ERDMAN, AT EDGE OF BLUFF ABOVE
 TU1571'ALEI PALI.  IT IS AT THE WEST SIDE OF A DEEP RAVINE AND ON THE
 TU1571'NORTHEAST CORNER OF THE BROAD FLAT-TOPPED RIDGE THAT LIES ALONG
 TU1571'THE NORTHEAST SIDE OF MANINI GULCH.
 TU1571'
 TU1571'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1571'STATE HIGHWAY 90 FOR 9.1 MILES TO PAVED SIDE ROAD RIGHT.  TURN
 TU1571'RIGHT AND GO 2.0 MILES TO TOP OF HILL AND T-JUNCTION AT GUARD
 TU1571'SHACK.  TURN RIGHT AND GO 0.6 MILE.  TAKE RIGHT FORK AND FOLLOW
 TU1571'TRACK ROAD DOWNGRADE, CROSSING CANYON AND GOING UP OTHER
 TU1571'SIDE, FOR 0.9 MILE TO TOP OF RIDGE. TURN SHARP LEFT AND GO DOWN
 TU1571'ALONG RIDGE FOR 0.45 MILE TO FORK.  TAKE RIGHT FORK OVER TOP
 TU1571'OF RIDGE FOR 0.3 MILE TO DIM FORK.  KEEP AHEAD ON LEFT FORK
 TU1571'FOR 0.45 MILE TO FORK AT CLUMP OF IRONWOODS.  TAKE DIM RIGHT
 TU1571'FORK AND KEEP NORTHEAST ALONG EAST EDGE OF RIDGE TOP,
 TU1571'THROUGH GRASS AND LOW BRUSH, FOR 0.1 MILE TO END OF HILL AND
 TU1571'STATION.  (A 4-WHEEL-DRIVE VEHICLE IS REQUIRED).
 TU1571'
 TU1571'STATION MARK IS A STANDARD DISK STAMPED ALEI 1932, CEMENTED
 TU1571'IN A DRILL HOLE IN A 1-1/2-FOOT BOULDER THAT PROJECTS 4 INCHES
 TU1571'ABOVE GROUND.
 TU1571'
 TU1571'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALEI NO
 TU1571'1, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS
 TU1571'8 INCHES ABOVE GROUND.  IT IS IN A BARE, ROCKY STRIP,
 TU1571'RESEMBLING A ROAD AND IS 0.9 FOOT HIGHER THAN STATION MARK.
 TU1571'
 TU1571'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALEI
 TU1571'NO 2, CEMENTED IN A DRILL HOLE IN A 3 X 4-FOOT BOULDER THAT
 TU1571'PROJECTS 1-1/2 FEET ABOVE THE GROUND.  THIS BOULDER IS THE
 TU1571'CENTER 1 OF A PATTERN OF 4 PROMINENT ROUNDED BOULDERS THAT
 TU1571'LAY ON THE SLOPE.  THE MARK IS 8.7 FEET LOWER THAN STATION
 TU1571'MARK.  NOTE--A CONSIDERALBE DISCREPANCY WAS FOUND IN THE
 TU1571'DISTANCE TO REFERENCE MARK NUMBER TWO.  THE 1932 DISTANCE IS
 TU1571'BELIEVED TO BE INACCURATE BECAUSE OF THE GREAT DIFFERENCE IN
 TU1571'ELEVATION BETWEEN STATION AND REFERENCE MARK.  THE DISTANCE
 TU1571'IN THIS DESCRIPTION IS COMPUTED FROM A SLOPE MEASUREMENT AND
 TU1571'A VERTICAL ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1791 ***********************************************************************
 TU1791  DESIGNATION -  ALEX
 TU1791  PID         -  TU1791
 TU1791  STATE/COUNTY-  HI/KAUAI
 TU1791  USGS QUAD   -  KOLOA (1996)
 TU1791
 TU1791                         *CURRENT SURVEY CONTROL
 TU1791  ___________________________________________________________________
 TU1791* NAD 83(1993)-  21 57 14.07714(N)    159 31 25.43701(W)     ADJUSTED  
 TU1791* LOCAL TIDAL -       527.1    (meters)    1729.     (feet)  VERT ANG  
 TU1791  ___________________________________________________________________
 TU1791  EPOCH DATE  -        1993.62
 TU1791  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 TU1791  GEOID HEIGHT-          16.42  (meters)                     GEOID03
 TU1791
 TU1791  HORZ ORDER  -  SECOND
 TU1791
 TU1791.The horizontal coordinates were established by classical geodetic methods
 TU1791.and adjusted by the National Geodetic Survey in December 1998..
 TU1791.The horizontal coordinates are valid at the epoch date displayed above.
 TU1791.The epoch date for horizontal control is a decimal equivalence
 TU1791.of Year/Month/Day.
 TU1791
 TU1791.The orthometric height was determined by vertical angle observations.
 TU1791
 TU1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1791
 TU1791.The geoid height was determined by GEOID03.
 TU1791
 TU1791;                    North         East     Units Scale Factor Converg.
 TU1791;SPC HI 4     -    13,351.406   497,548.564   MT  0.99999007   -0 00 31.9
 TU1791;UTM  04      - 2,427,817.895   445,921.891   MT  0.99963613   -0 11 44.9
 TU1791
 TU1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1791!SPC HI 4     -   0.99991458  x   0.99999007  =   0.99990466
 TU1791!UTM  04      -   0.99991458  x   0.99963613  =   0.99955075
 TU1791
 TU1791|---------------------------------------------------------------------|
 TU1791| PID    Reference Object                     Distance      Geod. Az  |
 TU1791|                                                           dddmmss.s |
 TU1791| CJ9371 ALEX RM 1                             5.594 METERS 06926     |
 TU1791| TU1800 NUMILA RADIO STATION KUAI MAST      APPROX. 7.7 KM 2043222.8 |
 TU1791| CJ9372 ALEX RM 2                             5.361 METERS 31218     |
 TU1791| TU1792 ALEX 1968 AZ MK                     409.744 METERS 3275952.6 |
 TU1791|---------------------------------------------------------------------|
 TU1791
 TU1791                          SUPERSEDED SURVEY CONTROL
 TU1791
 TU1791  NAD 83(1986)-  21 57 14.05054(N)    159 31 25.46221(W) AD(       ) 2
 TU1791  OLD HI      -  21 57 25.34343(N)    159 31 35.53095(W) AD(       ) 2
 TU1791
 TU1791.Superseded values are not recommended for survey control.
 TU1791.NGS no longer adjusts projects to the OLD HI datum.
 TU1791.See file dsdata.txt to determine how the superseded data were derived.
 TU1791
 TU1791_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4592227818(NAD 83)
 TU1791_MARKER: Z = SEE DESCRIPTION
 TU1791_SETTING: 0 = UNSPECIFIED SETTING
 TU1791
 TU1791  HISTORY     - Date     Condition        Report By
 TU1791  HISTORY     - 1968     MONUMENTED       CGS
 TU1791  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1791  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1791
 TU1791                          STATION DESCRIPTION
 TU1791
 TU1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU1791'THE STATION IS LOCATED 6 MILES NORTHEAST OF HANAPEPE, 2 MILES
 TU1791'NORTH OF KALAHEO, AT THE SOUTHEAST CORNER OF ALEXANDER
 TU1791'RESERVOIR, ON THE TOP OF A LOW, NARROW RIDGE WHICH DROPS
 TU1791'SHARPLY ON THE SOUTH SIDE.
 TU1791'
 TU1791'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND
 TU1791'541 IN ELEELE, GO EAST ON STATE HIGHWAY 50 FOR 3.6 MILES TO
 TU1791'A CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.4
 TU1791'MILE TO A FORK AND A LARGE STONE HOME ON THE RIGHT.  TAKE THE
 TU1791'LEFT FORK AND GO NORTH ON A BLADED ROAD FOR 0.25 MILE TO A
 TU1791'BOARD GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH ON THE
 TU1791'BLADED ROAD FOR 0.55 MILE TO A LOCKED GATE.  PASS THROUGH THE
 TU1791'GATE AND CONTINUE NORTHERLY ON THE BLADED ROAD FOR 1.55 MILES
 TU1791'TO A DIAGONAL CROSSROAD.  CONTINUE AHEAD ON THE MAIN TRAVELED
 TU1791'ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  (TO REACH THE
 TU1791'AZIMUTH MARK, TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 0.1
 TU1791'MILE TO A FORK AT THE SOUTH END OF THE DAM.  TAKE THE LEFT
 TU1791'FORK AND GO 0.1 MILE NORTH ALONG THE TOP OF THE DAM TO THE
 TU1791'MARK ON THE LEFT AS DESCRIBED.) CONTINUE NORTH AND EAST
 TU1791'ON THE MAIN TRAVELED ROAD FOR 0.25 MILE TO THE END OF
 TU1791'TRUCK TRAVEL AT POWER POLE NO. 21-9P-33.  FROM THE END
 TU1791'OF TRUCK TRAVEL, PACK NORTH UP THE STEEP BANK TO THE
 TU1791'STATION, A DISTANCE OF ABOUT 200 FEET.
 TU1791'
 TU1791'THE STATION MARK, A STANDARD DISK STAMPED ALEX 1968, IS
 TU1791'CEMENTED IN THE TOP OF A 4-INCH CAST IRON PIPE WHICH PROJECTS 4
 TU1791'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11 FEET NORTH OF
 TU1791'THE EDGE OF THE BLUFF.
 TU1791'
 TU1791'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALEX NO 1 1968,
 TU1791'IS CEMENTED IN THE TOP OF A 4-INCH CAST IRON PIPE WHICH
 TU1791'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 TU1791'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TU1791'
 TU1791'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALEX NO 2 1968,
 TU1791'IS CEMENTED IN THE TOP OF A 4-INCH CAST IRON PIPE WHICH
 TU1791'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2
 TU1791'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TU1791'
 TU1791'THE AZIMUTH MARK, A STANDARD DISK STAMPED ALEX 1968, IS
 TU1791'CEMENTED IN THE TOP OF A 4-INCH CAST IRON PIPE WHICH
 TU1791'PROJECTS 2 INCHES ABOVE THE TOP OF THE DAM.  IT IS 62.5 FEET
 TU1791'NORTHWEST OF A 1-1/2 FOOT DIAMETER CEMENT FILLED TILE SURVEY
 TU1791'MONUMENT INSCRIBED NO. 4 10-11-45, 51.6 FEET SOUTHWEST OF A
 TU1791'1-1/2 FOOT DIAMETER CEMENT FILLED TILE SURVEY MONUMENT
 TU1791'INSCRIBED NO. 5 10-11-45, 12 FEET WEST OF THE CENTER OF THE
 TU1791'ROAD ON THE TOP OF THE DAM AND 3 FEET NORTH OF A 4 X 4-INCH
 TU1791'WITNESS POST.
 TU1791'
 TU1791'NOTE--THE KEY TO THE LOCKED GATE MAY BE OBTAINED FROM THE
 TU1791'MC BRYDE SUGAR COMPANY OR THE STATE FOREST SERVICE.
 TU1791
 TU1791                          STATION RECOVERY (1983)
 TU1791
 TU1791'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1791'UNK.  THIS MARK NOT VISITED BUT WAS USED IN 1983 PER KAUAI
 TU1791'COUNTY SURVEYOR.
 TU1791
 TU1791                          STATION RECOVERY (2005)
 TU1791
 TU1791'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1792 ***********************************************************************
 TU1792  DESIGNATION -  ALEX 1968 AZ MK
 TU1792  PID         -  TU1792
 TU1792  STATE/COUNTY-  HI/KAUAI
 TU1792  USGS QUAD   -  KOLOA (1996)
 TU1792
 TU1792                         *CURRENT SURVEY CONTROL
 TU1792  ___________________________________________________________________
 TU1792* NAD 83(1993)-  21 57 25.37407(N)    159 31 33.00496(W)     ADJUSTED  
 TU1792* LOCAL TIDAL -       488.5    (meters)    1603.     (feet)  VERT ANG  
 TU1792  ___________________________________________________________________
 TU1792  EPOCH DATE  -        1993.62
 TU1792  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 TU1792  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU1792
 TU1792  HORZ ORDER  -  SECOND
 TU1792
 TU1792.The horizontal coordinates were established by classical geodetic methods
 TU1792.and adjusted by the National Geodetic Survey in December 1998..
 TU1792.The horizontal coordinates are valid at the epoch date displayed above.
 TU1792.The epoch date for horizontal control is a decimal equivalence
 TU1792.of Year/Month/Day.
 TU1792
 TU1792.The orthometric height was determined by vertical angle observations.
 TU1792
 TU1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1792
 TU1792.The geoid height was determined by GEOID03.
 TU1792
 TU1792;                    North         East     Units Scale Factor Converg.
 TU1792;SPC HI 4     -    13,698.911   497,331.476   MT  0.99999009   -0 00 34.8
 TU1792;UTM  04      - 2,428,165.984   445,706.015   MT  0.99963642   -0 11 47.8
 TU1792
 TU1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1792!SPC HI 4     -   0.99992064  x   0.99999009  =   0.99991073
 TU1792!UTM  04      -   0.99992064  x   0.99963642  =   0.99955709
 TU1792
 TU1792                          SUPERSEDED SURVEY CONTROL
 TU1792
 TU1792  NAD 83(1986)-  21 57 25.34726(N)    159 31 33.03025(W) AD(       ) 2
 TU1792  OLD HI      -  21 57 36.64029(N)    159 31 43.09985(W) AD(       ) 2
 TU1792
 TU1792.Superseded values are not recommended for survey control.
 TU1792.NGS no longer adjusts projects to the OLD HI datum.
 TU1792.See file dsdata.txt to determine how the superseded data were derived.
 TU1792
 TU1792_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4570628166(NAD 83)
 TU1792_MARKER: Z = SEE DESCRIPTION
 TU1792_SETTING: 0 = UNSPECIFIED SETTING
 TU1792
 TU1792  HISTORY     - Date     Condition        Report By
 TU1792  HISTORY     - 1968     MONUMENTED       CGS
 TU1792  HISTORY     - 19970106 MARK NOT FOUND   USPSQD
 TU1792  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU1792  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1792
 TU1792                          STATION DESCRIPTION
 TU1792
 TU1792'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU1792'THE STATION IS LOCATED 6 MILES NORTHEAST OF HANAPEPE, 2
 TU1792'MILES NORTH OF KALAHEO, ON THE TOP AND NEAR THE CENTER OF THE
 TU1792'DAM AT THE ALEXANDER RESERVOIR.
 TU1792'
 TU1792'THE AZIMUTH MARK, A STANDARD DISK STAMPED ALEX 1968, IS
 TU1792'CEMENTED IN THE TOP OF A 4-INCH CAST IRON PIPE WHICH PROJECTS
 TU1792'2 INCHES ABOVE THE TOP OF THE DAM.  IT IS 62.5 FEET NORTHWEST
 TU1792'OF A 1-1/2 FOOT DIAMETER CEMENT FILLED TILE SURVEY MONUMENT
 TU1792'INSCRIBED NO. 4 10-11-45, 51.6 FEET SOUTHWEST OF A 1-1/2 FOOT
 TU1792'DIAMETER CEMENT FILLED TILE SURVEY MONUMENT INSCRIBED NO. 5
 TU1792'10-11-45, 12 FEET WEST OF THE CENTER OF THE ROAD ON THE TOP OF
 TU1792'THE DAM AND 3 FEET NORTH OF A 4 X 4-INCH WITNESS POST.
 TU1792'
 TU1792'A GEODIMETER TRAVERSE WAS MADE TO TRIANGULATION STATION ALEX,
 TU1792'DISTANCE BEING 409.742 METERS (1,344.30 FEET) NORTHWEST OF
 TU1792'STATION ALEX.
 TU1792
 TU1792                          STATION RECOVERY (1997)
 TU1792
 TU1792'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1792'MARK NOT FOUND.
 TU1792
 TU1792                          STATION RECOVERY (1998)
 TU1792
 TU1792'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1792'MARK NOT FOUND.
 TU1792
 TU1792                          STATION RECOVERY (2005)
 TU1792
 TU1792'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1395 ***********************************************************************
 TU1395  DESIGNATION -  ALIAMANU BOARD WTR TK
 TU1395  PID         -  TU1395
 TU1395  STATE/COUNTY-  HI/HONOLULU
 TU1395  USGS QUAD   -  PEARL HARBOR (1983)
 TU1395
 TU1395                         *CURRENT SURVEY CONTROL
 TU1395  ___________________________________________________________________
 TU1395* NAD 83(1993)-  21 21 15.63537(N)    157 54 47.02040(W)     ADJUSTED  
 TU1395* LOCAL TIDAL -                                                        
 TU1395  ___________________________________________________________________
 TU1395  EPOCH DATE  -        1993.62
 TU1395  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 TU1395  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU1395
 TU1395  HORZ ORDER  -  THIRD
 TU1395
 TU1395.The horizontal coordinates were established by classical geodetic methods
 TU1395.and adjusted by the National Geodetic Survey in December 1998..
 TU1395.The horizontal coordinates are valid at the epoch date displayed above.
 TU1395.The epoch date for horizontal control is a decimal equivalence
 TU1395.of Year/Month/Day.
 TU1395
 TU1395
 TU1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1395
 TU1395.The geoid height was determined by GEOID03.
 TU1395
 TU1395;                    North         East     Units Scale Factor Converg.
 TU1395;SPC HI 3     -    20,781.905   509,017.467   MT  0.99999100   +0 01 54.0
 TU1395;UTM  04      - 2,361,753.879   612,700.497   MT  0.99975695   +0 23 45.0
 TU1395
 TU1395                          SUPERSEDED SURVEY CONTROL
 TU1395
 TU1395  NAD 83(1986)-  21 21 15.58474(N)    157 54 47.02998(W) AD(       ) 4
 TU1395  OLD HI      -  21 21 26.97976(N)    157 54 56.91199(W) AD(       ) 3
 TU1395
 TU1395.Superseded values are not recommended for survey control.
 TU1395.NGS no longer adjusts projects to the OLD HI datum.
 TU1395.See file dsdata.txt to determine how the superseded data were derived.
 TU1395
 TU1395_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1270061754(NAD 83)
 TU1395
 TU1395  HISTORY     - Date     Condition        Report By
 TU1395  HISTORY     - 1969     MONUMENTED       CGS
 TU1395
 TU1395                          STATION DESCRIPTION
 TU1395
 TU1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1395'NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2350 ***********************************************************************
 TU2350  DESIGNATION -  ALII
 TU2350  PID         -  TU2350
 TU2350  STATE/COUNTY-  HI/HAWAII
 TU2350  USGS QUAD   -  VOLCANO (1997)
 TU2350
 TU2350                         *CURRENT SURVEY CONTROL
 TU2350  ___________________________________________________________________
 TU2350* NAD 83(1993)-  19 26 39.36754(N)    155 11 52.96155(W)     ADJUSTED  
 TU2350* LOCAL TIDAL -       968.1    (meters)    3176.     (feet)  VERT ANG  
 TU2350  ___________________________________________________________________
 TU2350  EPOCH DATE  -        1993.62
 TU2350  LAPLACE CORR-         -16.40  (seconds)                    DEFLEC99
 TU2350  GEOID HEIGHT-          21.36  (meters)                     GEOID03
 TU2350
 TU2350  HORZ ORDER  -  FIRST
 TU2350
 TU2350.The horizontal coordinates were established by classical geodetic methods
 TU2350.and adjusted by the National Geodetic Survey in December 1998..
 TU2350.The horizontal coordinates are valid at the epoch date displayed above.
 TU2350.The epoch date for horizontal control is a decimal equivalence
 TU2350.of Year/Month/Day.
 TU2350
 TU2350.The orthometric height was determined by vertical angle observations.
 TU2350
 TU2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2350
 TU2350.The geoid height was determined by GEOID03.
 TU2350
 TU2350;                    North         East     Units Scale Factor Converg.
 TU2350;SPC HI 1     -    67,652.288   531,707.192   MT  0.99997909   +0 06 01.9
 TU2350;UTM  05      - 2,151,460.036   269,232.540   MT  1.00025830   -0 43 55.3
 TU2350
 TU2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2350!SPC HI 1     -   0.99984448  x   0.99997909  =   0.99982358
 TU2350!UTM  05      -   0.99984448  x   1.00025830  =   1.00010274
 TU2350
 TU2350|---------------------------------------------------------------------|
 TU2350| PID    Reference Object                     Distance      Geod. Az  |
 TU2350|                                                           dddmmss.s |
 TU2350| CN5081 ALII RM 2                            21.349 METERS 11149     |
 TU2350| CN5080 ALII RM 1                            24.493 METERS 19747     |
 TU2350| TU2349 ALII USGS A PT 1977                  21.257 METERS 25506     |
 TU2350| TU2279 KULANI                              APPROX.13.5 KM 3083242.9 |
 TU2350|---------------------------------------------------------------------|
 TU2350
 TU2350                          SUPERSEDED SURVEY CONTROL
 TU2350
 TU2350  NAD 83(1986)-  19 26 39.34219(N)    155 11 52.99848(W) AD(       ) 1
 TU2350  OLD HI      -  19 26 50.23117(N)    155 12 02.98756(W) AD(       ) 1
 TU2350
 TU2350.Superseded values are not recommended for survey control.
 TU2350.NGS no longer adjusts projects to the OLD HI datum.
 TU2350.See file dsdata.txt to determine how the superseded data were derived.
 TU2350
 TU2350_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6923351460(NAD 83)
 TU2350_MARKER: Z = SEE DESCRIPTION
 TU2350_SETTING: 0 = UNSPECIFIED SETTING
 TU2350
 TU2350  HISTORY     - Date     Condition        Report By
 TU2350  HISTORY     - 1977     MONUMENTED       USGS
 TU2350
 TU2350                          STATION DESCRIPTION
 TU2350
 TU2350'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LAC)
 TU2350'THE STATION IS LOCATED ON THE SOUTHWEST SLOPE OF MAUNA LOA IN THE
 TU2350'PUNA DISTRICT, ABOUT 10 MILES SOUTHWEST OF MOUNTAIN VIEW, 4 MILES
 TU2350'EAST OF VOLCANO POST OFFICE, IN THE ALII SUBDIVISION AND ON THE
 TU2350'NORTH SIDE OF MOKUNA STREET, ON A SMALL LAVA BLISTER.
 TU2350'
 TU2350'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN VIEW, GO
 TU2350'SOUTHWEST ALONG STATE HIGHWAY 11 FOR 9.6 MILES TO PAVED ROAD LEFT
 TU2350'(ALII ANELA STREET) TURN LEFT AND GO EAST 0.35 MILE TO
 TU2350'CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ALONG MOKUNA STREET 0.15
 TU2350'MILE TO A SMALL LAVA BLISTER ON THE RIGHT AND THE STATION SITE.
 TU2350'
 TU2350'THE STATION IS A USGS DISK STAMPED ALII 1961, CEMENTED IN A DRILL
 TU2350'HOLE IN PAHOEHOE LAVA ROCK, 27 FEET NORTH OF THE CENTERLINE OF THE
 TU2350'STREET AND ABOUT 5 FEET HIGHER.
 TU2350'
 TU2350'REFERENCE MARK 1 IS A USGS REFERENCE MARK DISK STAMPED NO. 1
 TU2350'1961, CEMENTED IN A DRILL HOLE IN PAHOEHOE LAVA ROCK, 28 FEET EAST
 TU2350'OF THE CENTERLINE OF THE STREET AND 5 FEET LOWER THAN THE STATION
 TU2350'MARK.
 TU2350'
 TU2350'REFERENCE MARK 2 IS A USGS REFERENCE MARK DISK STAMPED NO. 2
 TU2350'1961, CEMENTED IN A DRILL HOLE IN PAHOEHOE LAVA ROCK, 29 FEET EAST
 TU2350'OF THE CENTERLINE OF THE STREET AND 5 FEET LOWER THAN THE STATION
 TU2350'MARK.
 TU2350'
 TU2350'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2350'
 TU2350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2350'12 MILES SOUTH OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1275 ***********************************************************************
 TU1275  DESIGNATION -  ALLEN AND ROBINSON WAREHOUSE
 TU1275  PID         -  TU1275
 TU1275  STATE/COUNTY-  HI/HONOLULU
 TU1275  USGS QUAD   -  HONOLULU (1983)
 TU1275
 TU1275                         *CURRENT SURVEY CONTROL
 TU1275  ___________________________________________________________________
 TU1275* NAD 83(1993)-  21 17 42.60221(N)    157 51 27.73336(W)     ADJUSTED  
 TU1275* LOCAL TIDAL -                                                        
 TU1275  ___________________________________________________________________
 TU1275  EPOCH DATE  -        1993.62
 TU1275  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 TU1275  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1275
 TU1275  HORZ ORDER  -  THIRD
 TU1275
 TU1275.The horizontal coordinates were established by classical geodetic methods
 TU1275.and adjusted by the National Geodetic Survey in December 1998..
 TU1275.The horizontal coordinates are valid at the epoch date displayed above.
 TU1275.The epoch date for horizontal control is a decimal equivalence
 TU1275.of Year/Month/Day.
 TU1275
 TU1275
 TU1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1275
 TU1275.The geoid height was determined by GEOID03.
 TU1275
 TU1275;                    North         East     Units Scale Factor Converg.
 TU1275;SPC HI 3     -    14,234.110   514,765.184   MT  0.99999269   +0 03 06.0
 TU1275;UTM  04      - 2,355,244.176   618,488.351   MT  0.99977349   +0 24 53.6
 TU1275
 TU1275                          SUPERSEDED SURVEY CONTROL
 TU1275
 TU1275  NAD 83(1986)-  21 17 42.55144(N)    157 51 27.74250(W) AD(       ) 4
 TU1275  OLD HI      -  21 17 53.92900(N)    157 51 37.61800(W) AD(       ) 3
 TU1275
 TU1275.Superseded values are not recommended for survey control.
 TU1275.NGS no longer adjusts projects to the OLD HI datum.
 TU1275.See file dsdata.txt to determine how the superseded data were derived.
 TU1275
 TU1275_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1848855244(NAD 83)
 TU1275
 TU1275  HISTORY     - Date     Condition        Report By
 TU1275  HISTORY     - 1925     MONUMENTED       CGS
 TU1275  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1275  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1275
 TU1275                          STATION DESCRIPTION
 TU1275
 TU1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1275'IN HONOLULU, AT KENALO BASIN, THE EAST GABLE OF LARGE LONG
 TU1275'WAREHOUSE, DARK GRAY.
 TU1275
 TU1275                          STATION RECOVERY (1964)
 TU1275
 TU1275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1275'STATION IS GONE.  IT PLOTS IN THE NORTH ANGLE OF THE INTERSECTION
 TU1275'OF ALA MOANA BLVD. AND WARD AVE.  THIS LAND IS NOW VACANT.
 TU1275
 TU1275                          STATION RECOVERY (1999)
 TU1275
 TU1275'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3442 ***********************************************************************
 TU3442  DESIGNATION -  AMIKOPALA 1925
 TU3442  PID         -  TU3442
 TU3442  STATE/COUNTY-  HI/MAUI
 TU3442  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3442
 TU3442                         *CURRENT SURVEY CONTROL
 TU3442  ___________________________________________________________________
 TU3442* NAD 83(1993)-  21 07 40.79281(N)    157 11 23.38503(W)     ADJUSTED  
 TU3442* LOCAL TIDAL -       410.     (meters)    1345.     (feet)  SCALED    
 TU3442  ___________________________________________________________________
 TU3442  EPOCH DATE  -        1993.62
 TU3442  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 TU3442  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU3442
 TU3442  HORZ ORDER  -  THIRD
 TU3442
 TU3442.The horizontal coordinates were established by classical geodetic methods
 TU3442.and adjusted by the National Geodetic Survey in December 1998..
 TU3442.The horizontal coordinates are valid at the epoch date displayed above.
 TU3442.The epoch date for horizontal control is a decimal equivalence
 TU3442.of Year/Month/Day.
 TU3442
 TU3442.The orthometric height was scaled from a topographic map.
 TU3442
 TU3442.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3442
 TU3442.The geoid height was determined by GEOID03.
 TU3442
 TU3442;                    North         East     Units Scale Factor Converg.
 TU3442;SPC HI 2     -    88,066.656   445,654.341   MT  1.00000315   -0 11 18.9
 TU3442;UTM  04      - 2,337,384.299   687,991.357   MT  1.00003674   +0 39 09.6
 TU3442
 TU3442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3442!SPC HI 2     -   0.99993307  x   1.00000315  =   0.99993622
 TU3442!UTM  04      -   0.99993307  x   1.00003674  =   0.99996981
 TU3442
 TU3442                          SUPERSEDED SURVEY CONTROL
 TU3442
 TU3442  NAD 83(1986)-  21 07 40.74967(N)    157 11 23.33881(W) AD(       ) 3
 TU3442  OLD HI      -  21 07 52.18800(N)    157 11 33.48400(W) AD(       ) 3
 TU3442
 TU3442.Superseded values are not recommended for survey control.
 TU3442.NGS no longer adjusts projects to the OLD HI datum.
 TU3442.See file dsdata.txt to determine how the superseded data were derived.
 TU3442
 TU3442_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8799137384(NAD 83)
 TU3442
 TU3442  HISTORY     - Date     Condition        Report By
 TU3442  HISTORY     - 1925     MONUMENTED       HIGS
 TU3442  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3442
 TU3442                          STATION DESCRIPTION
 TU3442
 TU3442'DESCRIBED BY HAWAII GEODETIC SURVEY 1925 (RWW)
 TU3442'THIS STATION HAS BEEN DESTROYED IN THE CULTIVATION OF THE
 TU3442'SURROUNDING FIELDS FOR PINEAPPLE GROWTH.
 TU3442
 TU3442                          STATION RECOVERY (1962)
 TU3442
 TU3442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3442'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3442'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS
 TU3442'MARKED BY A PILE OF STONES.  A SEARCH WAS MADE BUT NO CAIRN OR
 TU3442'MARK RECOVERED.  THIS VICINITY IS NOW PINEAPPLE LAND AND THE
 TU3442'STATION IS PRESUMED DESTROYED.  ALSO, REPORTED DESTROYED IN 1925
 TU3442'BY R.W.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1890 ***********************************************************************
 TU1890  DESIGNATION -  ANA
 TU1890  PID         -  TU1890
 TU1890  STATE/COUNTY-  HI/KAUAI
 TU1890  USGS QUAD   -  ANAHOLA (1996)
 TU1890
 TU1890                         *CURRENT SURVEY CONTROL
 TU1890  ___________________________________________________________________
 TU1890* NAD 83(1993)-  22 07 48.38195(N)    159 18 30.05047(W)     ADJUSTED  
 TU1890* LOCAL TIDAL -        73.     (meters)     240.     (feet)  SCALED    
 TU1890  ___________________________________________________________________
 TU1890  EPOCH DATE  -        1993.62
 TU1890  LAPLACE CORR-         -14.69  (seconds)                    DEFLEC99
 TU1890  GEOID HEIGHT-          14.83  (meters)                     GEOID03
 TU1890
 TU1890  HORZ ORDER  -  THIRD
 TU1890
 TU1890.The horizontal coordinates were established by classical geodetic methods
 TU1890.and adjusted by the National Geodetic Survey in December 1998..
 TU1890.The horizontal coordinates are valid at the epoch date displayed above.
 TU1890.The epoch date for horizontal control is a decimal equivalence
 TU1890.of Year/Month/Day.
 TU1890
 TU1890.The orthometric height was scaled from a topographic map.
 TU1890
 TU1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1890
 TU1890.The geoid height was determined by GEOID03.
 TU1890
 TU1890;                    North         East     Units Scale Factor Converg.
 TU1890;SPC HI 4     -    32,873.785   519,772.190   MT  0.99999483   +0 04 19.9
 TU1890;UTM  04      - 2,447,260.227   468,201.129   MT  0.99961249   -0 06 58.2
 TU1890
 TU1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1890!SPC HI 4     -   0.99998620  x   0.99999483  =   0.99998103
 TU1890!UTM  04      -   0.99998620  x   0.99961249  =   0.99959869
 TU1890
 TU1890|---------------------------------------------------------------------|
 TU1890| PID    Reference Object                     Distance      Geod. Az  |
 TU1890|                                                           dddmmss.s |
 TU1890| CJ9373 ANA RM 1                              5.520 METERS 11041     |
 TU1890| TU1898 PROMINENT PEAK PROM                 APPROX. 4.0 KM 3253933.1 |
 TU1890|---------------------------------------------------------------------|
 TU1890
 TU1890                          SUPERSEDED SURVEY CONTROL
 TU1890
 TU1890  NAD 83(1986)-  22 07 48.34761(N)    159 18 30.11002(W) AD(       ) 3
 TU1890  OLD HI      -  22 07 59.70800(N)    159 18 40.19000(W) AD(       ) 3
 TU1890
 TU1890.Superseded values are not recommended for survey control.
 TU1890.NGS no longer adjusts projects to the OLD HI datum.
 TU1890.See file dsdata.txt to determine how the superseded data were derived.
 TU1890
 TU1890_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6820147260(NAD 83)
 TU1890_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1890_SETTING: 80 = SET IN A BOULDER
 TU1890_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1890
 TU1890  HISTORY     - Date     Condition        Report By
 TU1890  HISTORY     - 1927     MONUMENTED       CGS
 TU1890  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1890  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1890  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1890
 TU1890                          STATION DESCRIPTION
 TU1890
 TU1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1890'ON EASTERN COAST OF KAUAI, ABOUT 1/2 MILE SOUTHEAST OF
 TU1890'ANAHOLA.  REACHED BY A DIRT ROAD WHICH BRANCHES EAST FROM THE
 TU1890'MAIN HIGHWAY AT A POINT ABOUT 1-1/2 MILES SOUTH OF ANAHOLA AND
 TU1890'RUNS ALONG THE NORTH BANK OF KAMALOMALOO STREAM TO A GROUP OF
 TU1890'PLANTATION BUILDINGS.  TURN NORTH HERE ON A ROAD THROUGH THE
 TU1890'CANE TO WHERE IT BRANCHES AND CROSSES A DITCH.  THE STATION
 TU1890'WILL BE FOUND IN A TRIANGULAR CLEARING BETWEEN TWO BRANCHES
 TU1890'OF AN IRRIGATION DITCH AND AMID A LARGE PILE OF BOWLDERS.
 TU1890'MARKED BY A STANDARD DISK IN BOWLDER, NOTE 4.  REFERENCE MARK IS
 TU1890'A STANDARD REFERENCE DISK IN A BOWLDER, NOTE 12C, ON THE
 TU1890'NORTH SIDE OF CULVERT OVER DITCH.  IT IS 5.520 METERS
 TU1890'(18.11 FEET) FROM STATION IN AZIMUTH 290 DEG 41 MIN.
 TU1890
 TU1890                          STATION RECOVERY (1965)
 TU1890
 TU1890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1890'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A SEARCH BY
 TU1890'DISTANCE AND ANGLE WAS MADE FOR THE REFERENCE MARK.  IT HAS
 TU1890'BEEN DESTROYED BY CULTIVATION.  NO NEW REFERENCE MARKS WERE
 TU1890'ESTABLISHED SINCE THE STATION IS IN A SMALL PLOT OF LAND
 TU1890'PROTECTED BY THE PLANTATION COMPANY AND THERE IS NO SUITABLE
 TU1890'LOCATION NEARBY.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1890'
 TU1890'STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF ANAHOLA POST
 TU1890'OFFICE AND 0.35 MILE WEST OF STATE HIGHWAY 56, IN A SUGAR-CANE
 TU1890'FIELD, ALONG THE EAST SIDE OF AN IRRIGATION CANAL.
 TU1890'
 TU1890'TO REACH STATION FROM THE POST OFFICE IN ANAHOLA, GO SOUTH FOR
 TU1890'0.05 MILE.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 56 FOR 1.65
 TU1890'MILE TO CROSSROAD.  TURN RIGHT AND GO WEST ON MAIN FIELD ROAD
 TU1890'FOR 0.45 MILE TO CANAL CROSSING.  TURN BACK SHARP LEFT, JUST
 TU1890'AFTER CROSSING SMALL BRIDGE, AND GO 55 YARDS TO STATION ON LEFT.
 TU1890'
 TU1890'STATION MARK IS A STANDARD DISK STAMPED ANA 1927, CEMENTED IN A
 TU1890'DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES ABOVE GROUND.  IT
 TU1890'IS IN A SMALL TRIANGULAR PLOT, 10 YARDS ON A SIDE, BOUNDED BY
 TU1890'THE CANAL ON THE WEST SIDE, AND SMALL FIELD DITCHES ON OTHER TWO
 TU1890'SIDES.  STATION IS MIDWAY BETWEEN 2 FLOODGATES ABOUT 50 FEET
 TU1890'APART IN THE CANAL, AND IS 16 FEET EAST OF THE CANAL.  AN OLD
 TU1890'TYPE A SIGNAL, BUILT BY THE HAWAII TERRITORIAL SURVEY IN 1930,
 TU1890'HAS COLLAPSED AND ONLY THE WEST WALL IS STANDING.  THE
 TU1890'REMAINING BOULDERS ARE IN A PILE SURROUNDING THE STATION MARK.
 TU1890
 TU1890                          STATION RECOVERY (1983)
 TU1890
 TU1890'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1890'(ANA 1927) NOT FOUND.  HIGHWAY CHANGED IN AREA BUT DESCRIPTION
 TU1890'ACCURATE ENOUGH TO FIND ROCKPILE AND STATION MARK PLOT.  MARK MAY
 TU1890'BE BURIED IN MANY BOULDERS ON THE SITE.
 TU1890
 TU1890                          STATION RECOVERY (1998)
 TU1890
 TU1890'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2614 ***********************************************************************
 TU2614  DESIGNATION -  ANAEHOOMALU
 TU2614  PID         -  TU2614
 TU2614  STATE/COUNTY-  HI/HAWAII
 TU2614  USGS QUAD   -  ANAEHOOMALU (1997)
 TU2614
 TU2614                         *CURRENT SURVEY CONTROL
 TU2614  ___________________________________________________________________
 TU2614* NAD 83(1993)-  19 56 00.26571(N)    155 53 03.75575(W)     ADJUSTED  
 TU2614* LOCAL TIDAL -        16.0    (meters)      52.     (feet)  VERT ANG  
 TU2614  ___________________________________________________________________
 TU2614  EPOCH DATE  -        1993.62
 TU2614  LAPLACE CORR-          11.66  (seconds)                    DEFLEC99
 TU2614  GEOID HEIGHT-          20.43  (meters)                     GEOID03
 TU2614
 TU2614  HORZ ORDER  -  THIRD
 TU2614
 TU2614.The horizontal coordinates were established by classical geodetic methods
 TU2614.and adjusted by the National Geodetic Survey in December 1998..
 TU2614.The horizontal coordinates are valid at the epoch date displayed above.
 TU2614.The epoch date for horizontal control is a decimal equivalence
 TU2614.of Year/Month/Day.
 TU2614
 TU2614.The orthometric height was determined by vertical angle observations.
 TU2614
 TU2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2614
 TU2614.The geoid height was determined by GEOID03.
 TU2614
 TU2614;                    North         East     Units Scale Factor Converg.
 TU2614;SPC HI 1     -   121,816.519   459,760.329   MT  0.99998667   -0 07 51.8
 TU2614;UTM  05      - 2,206,704.846   198,053.889   MT  1.00072704   -0 59 02.8
 TU2614
 TU2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2614!SPC HI 1     -   0.99999427  x   0.99998667  =   0.99998094
 TU2614!UTM  05      -   0.99999427  x   1.00072704  =   1.00072131
 TU2614
 TU2614:                Primary Azimuth Mark                     Grid Az
 TU2614:SPC HI 1     -  KAWAIHAE LIGHTHOUSE                      024 24 07.4
 TU2614:UTM  05      -  KAWAIHAE LIGHTHOUSE                      025 15 18.4
 TU2614
 TU2614|---------------------------------------------------------------------|
 TU2614| PID    Reference Object                     Distance      Geod. Az  |
 TU2614|                                                           dddmmss.s |
 TU2614| TU2730 KAWAIHAE LIGHTHOUSE                 APPROX.13.1 KM 0241615.6 |
 TU2614| TU2731 KAWAIHAE LIGHT                      APPROX.13.1 KM 0241617.1 |
 TU2614| CN5082 ANAEHOOMALU RM 1                     12.132 METERS 08441     |
 TU2614| TU2613 HAND 1928                           APPROX. 0.5 KM 1132752.5 |
 TU2614| CN5083 ANAEHOOMALU RM 2                     11.536 METERS 20222     |
 TU2614|---------------------------------------------------------------------|
 TU2614
 TU2614                          SUPERSEDED SURVEY CONTROL
 TU2614
 TU2614  NAD 83(1986)-  19 56 00.25703(N)    155 53 03.76515(W) AD(       ) 3
 TU2614  OLD HI      -  19 56 11.69000(N)    155 53 13.52200(W) AD(       ) 3
 TU2614
 TU2614.Superseded values are not recommended for survey control.
 TU2614.NGS no longer adjusts projects to the OLD HI datum.
 TU2614.See file dsdata.txt to determine how the superseded data were derived.
 TU2614
 TU2614_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9805406705(NAD 83)
 TU2614_MARKER: Z = SEE DESCRIPTION
 TU2614_SETTING: 0 = UNSPECIFIED SETTING
 TU2614
 TU2614  HISTORY     - Date     Condition        Report By
 TU2614  HISTORY     - 1928     MONUMENTED       HIGS
 TU2614  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2614  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2614  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2614  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2614  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2614
 TU2614                          STATION DESCRIPTION
 TU2614
 TU2614'DESCRIBED BY HAWAII GEODETIC SURVEY 1928 (KTA)
 TU2614'IN WESTERN PART OF HAWAII, SOUTH KOHALA DISTRICT, ON EXTREME
 TU2614'NORTHWEST PART OF THE ROUNDED POINT ON THE SOUTH SIDE OF
 TU2614'HONOKAOPE BAY, 4 MILES SOUTHWEST FROM PUAKO VILLAGE AND
 TU2614'BAY.  STATION IS ON ROUGH AA LAVA, BETWEEN 20 AND 30 METERS
 TU2614'INSHORE, AND 535 METERS N. 77 DEG W. FROM A PROMINENT LAVA TIT,
 TU2614'75 FEET HIGH, WHICH IS SEEN ACROSS THE SAND FROM THE
 TU2614'STATION.  FROM OFFSHORE THE STATION IS IDENTIFIED NOT ONLY BY
 TU2614'THIS TIT, BUT ALSO BY LARGE AREA OF YELLOW SAND FORMING A
 TU2614'BEACH AND EXTENDING INSHORE OVER 300 METERS IN A SOUTHWESTERLY
 TU2614'DIRECTION.  MARKED UNDERGROUND BY A SMOOTH STONE IN THE
 TU2614'TOP OF WHICH IS A DRILL HOLE SURROUNDED BY A TRIANGLE.
 TU2614'AROUND IT WERE PLACED 11 TIN CANS, THE VERY TRACES OF WHICH
 TU2614'HAD ALMOST WHOLLY DISAPPEARED IN 1928.  TWO REFERENCE CROSSES
 TU2614'CUT IN STONES, EACH 3 FEET FROM THE STATION AND 5 FEET APART,
 TU2614'HAD BECOME VERY INDISTINCT IN 1928, DUE TO
 TU2614'DISINTEGRATION.  IN 1928 A SURFACE MARK WAS PLACED,
 TU2614'CONSISTING OF A STANDARD DISK STATION MARK SET IN A MASS OF
 TU2614'CONCRETE ABOUT 2 FEET IN DIAMETER, AND HAVING A TOP
 TU2614'THICKNESS OF ABOUT 3 INCHES.  THE SPACE OVER THE UNDERGROUND
 TU2614'MARK WAS NEARLY FILLED WITH STONES AND THE CONCRETE POURED OVER
 TU2614'THEM TO UNITE THEM WITH THE MORE SOLID ROCK.  TWO REFERENCE
 TU2614'MARKS WERE ALSO PLACED AT THE SAME TIME, STANDARD BRONZE DISKS
 TU2614'AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1,
 TU2614'12.1 METERS (40 FEET), 264 DEG 41 MIN.  NO. 2, 11.6 METERS
 TU2614'(38 FEET), 22 DEG 15 MIN.
 TU2614
 TU2614                          STATION RECOVERY (1938)
 TU2614
 TU2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2614'LOCATION OF STATION--ON THE WEST COAST OF HAWAII ABOUT 4 MILES
 TU2614'SOUTHWEST OF PUAKO ON THE SOUTH SIDE OF HONOKAOPE BAY ON THE
 TU2614'TOP OF A HIGH AA BANK JUST OFFSHORE.
 TU2614'
 TU2614'OLD MARK FOUND--U.S.G.S. BRONZE TABLET SET IN CONCRETE WHICH
 TU2614'AGREED WITH OLD H.T.S. AND U.S.G.S. TIE MARKS WHICH STILL EXIST.
 TU2614'
 TU2614'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2614'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET
 TU2614'LONG SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT
 TU2614'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL
 TU2614'BAR.)
 TU2614
 TU2614                          STATION RECOVERY (1967)
 TU2614
 TU2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2614'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2614'CONCRETE PLATFORM IS BEGINNING TO DETERIORATE A BIT ON TOP, BUT
 TU2614'IS STILL SOLID.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2614'
 TU2614'STATION IS LOCATED ALONG THE COAST, ABOUT 8 MILES SOUTHWEST OF
 TU2614'KAWAIHAE, 1/4-MILE WEST OF HONOKAOPE BAY, 1/4-MILE WEST OF THE
 TU2614'END OF A BULL-DOZED ROAD AND 200 YARDS WEST OF THE WEST END OF A
 TU2614'LARGE KIAWE GROVE, ON A BLACK LAVA KNOLL, AT ABOUT 52 FEET
 TU2614'ELEVATION.
 TU2614'
 TU2614'TO REACH STATION FROM THE POST OFFICE AT KAWAIHAE, GO SOUTHEAST
 TU2614'FOR 1.5 MILES.  TURN RIGHT ON ROAD TO PUAKO AND GO 4.2 MILES TO
 TU2614'END OF MACADAM ROAD AT PUAKO.  TURN RIGHT AND FOLLOW TRACK ROAD
 TU2614'ALONG BEACH FOR 0.1 MILE TO LOCKED GATE.  PASS THROUGH GATE AND
 TU2614'CONTINUE SOUTHERLY ALONG BEACH ROAD FOR 0.4 MILE TO LOCKED
 TU2614'CHAIN GATE.  PASS THROUGH GATE AND CONTINUE FOR 1.05 MILES TO
 TU2614'SIDE ROAD LEFT, 0.1 MILE BEFORE REACHING BUILDINGS.  TURN LEFT
 TU2614'AND FOLLOW ROUGH, BULL-DOZED ROAD ACROSS LAVA FIELD FOR 0.45
 TU2614'MILE TO LOCKED CHAIN GATE.  PASS THROUGH GATE AND CONTINUE
 TU2614'FOR 0.35 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.6 MILE TO
 TU2614'END OF ROAD AT KIAWE GROVE.  PACK WESTERLY ABOUT 1/4-MILE TO
 TU2614'STATION ON POINT.  (NOTE--KEY FOR LOCKED GATES WAS OBTAINED
 TU2614'AT THE PARKER RANCH OFFICE IN KAMUELA).
 TU2614'
 TU2614'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE CENTER
 TU2614'OF A TRIANGULAR, CONCRETE PLATFORM, 7 FEET ON EACH SIDE AND
 TU2614'PROJECTING 8 INCHES ABOVE ROCKS.  IT IS ABOUT 1800 FEET
 TU2614'WEST-NORTHWEST OF STATION HAND 1913 AND 75 YARDS SOUTHEAST OF
 TU2614'TIP OF ROCK POINT.
 TU2614'
 TU2614'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED,
 TU2614'CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE, 2.9 FEET LOWER
 TU2614'THAN STATION MARK.
 TU2614'
 TU2614'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED,
 TU2614'CEMENTED IN A DRILL HOLE IN A 4-FOOT-SQUARE, FLAT LAVA CHUNK,
 TU2614'FLUSH WITH SURROUNDING ROCKS, 20 FEET SOUTHEAST OF BLUFF EDGE
 TU2614'AND 5 FEET LOWER THAN STATION MARK.
 TU2614
 TU2614                          STATION RECOVERY (1968)
 TU2614
 TU2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2614'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2614'CONCRETE PLATFORM IS BEGINNING TO DETERIORATE ON TOP BUT IS
 TU2614'STILL SOLID.
 TU2614'
 TU2614'LOCATION IS ALONG THE NORTHWEST COAST OF THE ISLAND OF HAWAII
 TU2614'ABOUT EIGHT MILES SOUTHWEST OF KAWAIHAE, 5/8 MILE NORTHWEST OF
 TU2614'THE KIHOLO-PUAKO TRAIL AND 1/4-MILE WEST OF HONOKAOPE BAY.  ON
 TU2614'ROUGH AA LAVA ABOUT 75 YARDS WEST OF THE SOUTHERN TIP OF AN
 TU2614'INLAND AREA OF SAND.  ABOUT 5 YARDS FROM THE EDGE OF THE BLUFF
 TU2614'ALONG SHORELINE.
 TU2614'
 TU2614'TO REACH STATION FROM THE HARBOR IN KAWAIHAE GO SOUTHEAST ON
 TU2614'STATE ROUTE 26 FOR 1.8 MILE.  TURN RIGHT AS GOING TO THE VILLAGE
 TU2614'OF PUAKO.  FOLLOW THIS ROAD SOUTH 4.2 MILES TO END OF PAVEMENT
 TU2614'AND TURN RIGHT TO FOLLOW TRACK ROAD ALONG BEACH.  CONTINUE FOR
 TU2614'0.1 TO LOCKED BOARD GATE.  PASS THROUGH GATE AND PROCEED SOUTH
 TU2614'ANOTHER 0.4 MILE TO LOCKED CHAIN GATE.  PASS THROUGH GATE ONTO
 TU2614'CRUSHED WHITE ROCK ROAD.  1.05 MILE FURTHER TURN LEFT JUST PAST
 TU2614'GREEN WATER TANK ONTO ROUGH BULLDOZED ROAD THROUGH LAVA
 TU2614'FIELD.  ONE-HALF MILE FURTHER THERE IS ANOTHER LOCKED CHAIN
 TU2614'GATE.  PASS THROUGH AND CONTINUE 0.35 MILE TO FORK IN
 TU2614'ROAD.  TAKE THE RIGHT FORK AND GO 0.6 MILE TO LARGE
 TU2614'LEVELED-OFF AREA JUST SOUTH OF HONOKAOPE BAY.  FROM THIS FLAT
 TU2614'AREA OF VERY LOOSE GRAVEL, A ROAD LEADS TO A LOWER
 TU2614'LEVELED-OFF AREA WHICH SHOULD ONLY BE ENTERED WITH 4-WHEEL
 TU2614'DRIVE VEHICLES.  WALK THROUGH GROVE OF KIAWE TREES
 TU2614'AROUND SAND BEACH AND COME OUT ONTO THE INLAND SAND AREA.
 TU2614'CONTINUE SOUTH THROUGH SAND FOR 150 YARDS AND WALK OVER
 TU2614'LAVA TOWARD SHORE.  STATION MARK IS SET IN THE MIDDLE OF A
 TU2614'CONCRETE TRIANGLE 7 FEET ON EACH SIDE AND PROJECTING 8
 TU2614'INCHES ABOVE ROCKS.  THERE IS A STEEL PIPE WITH SHEET METAL
 TU2614'CROSS-BANNERS RISING NINE FEET ABOVE CONCRETE OVER THE MARK.
 TU2614'
 TU2614'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE CONCRETE.
 TU2614'
 TU2614'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED,
 TU2614'CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE, 2.9 FEET LOWER
 TU2614'THAN STATION MARK.
 TU2614'
 TU2614'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED,
 TU2614'CEMENTED IN A DRILL HOLE IN A 4 FOOT SQUARE FLAT LAVA CHUNK
 TU2614'FLUSH WITH THE SURROUNDING ROCKS 20 FEET SOUTHEAST OF BLUFF EDGE
 TU2614'AND 5 FEET LOWER THAN STATION MARK.
 TU2614'
 TU2614'NOTE--KEY FOR ALL THESE GATES OBTAINED AT PARKER RANCH OFFICE,
 TU2614'KAMUELA.
 TU2614
 TU2614                          STATION RECOVERY (1971)
 TU2614
 TU2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2614'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS
 TU2614'DESCRIBED IN 1967.
 TU2614'
 TU2614'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2614'8 MILES SOUTHWEST OF KAWAIHAE.
 TU2614
 TU2614                          STATION RECOVERY (1978)
 TU2614
 TU2614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TU2614'STATION WAS RECOVERED AS DESCRIBED IN RECOVERY NOTE BY
 TU2614'R.L. NEWSOM IN 1968.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1888 ***********************************************************************
 TU1888  DESIGNATION -  ANAHOLA DERRICK MAST
 TU1888  PID         -  TU1888
 TU1888  STATE/COUNTY-  HI/KAUAI
 TU1888  USGS QUAD   -  ANAHOLA (1996)
 TU1888
 TU1888                         *CURRENT SURVEY CONTROL
 TU1888  ___________________________________________________________________
 TU1888* NAD 83(1993)-  22 08 51.29714(N)    159 18 08.46898(W)     ADJUSTED  
 TU1888* LOCAL TIDAL -                                                        
 TU1888  ___________________________________________________________________
 TU1888  EPOCH DATE  -        1993.62
 TU1888  LAPLACE CORR-         -15.11  (seconds)                    DEFLEC99
 TU1888  GEOID HEIGHT-          14.60  (meters)                     GEOID03
 TU1888
 TU1888  HORZ ORDER  -  THIRD
 TU1888
 TU1888.The horizontal coordinates were established by classical geodetic methods
 TU1888.and adjusted by the National Geodetic Survey in December 1998..
 TU1888.The horizontal coordinates are valid at the epoch date displayed above.
 TU1888.The epoch date for horizontal control is a decimal equivalence
 TU1888.of Year/Month/Day.
 TU1888
 TU1888
 TU1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1888
 TU1888.The geoid height was determined by GEOID03.
 TU1888
 TU1888;                    North         East     Units Scale Factor Converg.
 TU1888;SPC HI 4     -    34,809.770   520,388.146   MT  0.99999513   +0 04 28.2
 TU1888;UTM  04      - 2,449,193.435   468,823.211   MT  0.99961201   -0 06 50.3
 TU1888
 TU1888                          SUPERSEDED SURVEY CONTROL
 TU1888
 TU1888  NAD 83(1986)-  22 08 51.26136(N)    159 18 08.53109(W) AD(       ) 4
 TU1888  OLD HI      -  22 09 02.63000(N)    159 18 18.60000(W) AD(       ) 3
 TU1888
 TU1888.Superseded values are not recommended for survey control.
 TU1888.NGS no longer adjusts projects to the OLD HI datum.
 TU1888.See file dsdata.txt to determine how the superseded data were derived.
 TU1888
 TU1888_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6882349193(NAD 83)
 TU1888
 TU1888  HISTORY     - Date     Condition        Report By
 TU1888  HISTORY     - UNK      MONUMENTED
 TU1888  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1888
 TU1888                          STATION DESCRIPTION
 TU1888
 TU1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1888'STATION HAS BEEN DESTROYED.  THE ANAHOLA PIER HAS BEEN
 TU1888'ABANDONED AND ALL THAT REMAINS ARE THE OLD CONCRETE PILINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2608 ***********************************************************************
 TU2608  DESIGNATION -  ANAHULU RESET
 TU2608  PID         -  TU2608
 TU2608  STATE/COUNTY-  HI/HAWAII
 TU2608  USGS QUAD   -  PUU ANAHULU (1996)
 TU2608
 TU2608                         *CURRENT SURVEY CONTROL
 TU2608  ___________________________________________________________________
 TU2608* NAD 83(1993)-  19 51 08.19339(N)    155 51 21.01460(W)     ADJUSTED  
 TU2608* LOCAL TIDAL -       464.5    (meters)    1524.     (feet)  VERT ANG  
 TU2608  ___________________________________________________________________
 TU2608  EPOCH DATE  -        1993.62
 TU2608  LAPLACE CORR-          13.76  (seconds)                    DEFLEC99
 TU2608  GEOID HEIGHT-          21.57  (meters)                     GEOID03
 TU2608
 TU2608  HORZ ORDER  -  SECOND
 TU2608
 TU2608.The horizontal coordinates were established by classical geodetic methods
 TU2608.and adjusted by the National Geodetic Survey in December 1998..
 TU2608.The horizontal coordinates are valid at the epoch date displayed above.
 TU2608.The epoch date for horizontal control is a decimal equivalence
 TU2608.of Year/Month/Day.
 TU2608
 TU2608.The orthometric height was determined by vertical angle observations.
 TU2608
 TU2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2608
 TU2608.The geoid height was determined by GEOID03.
 TU2608
 TU2608;                    North         East     Units Scale Factor Converg.
 TU2608;SPC HI 1     -   112,828.641   462,729.097   MT  0.99998383   -0 07 15.0
 TU2608;UTM  05      - 2,197,667.244   200,890.851   MT  1.00070597   -0 58 14.0
 TU2608
 TU2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2608!SPC HI 1     -   0.99992360  x   0.99998383  =   0.99990743
 TU2608!UTM  05      -   0.99992360  x   1.00070597  =   1.00062952
 TU2608
 TU2608:                Primary Azimuth Mark                     Grid Az
 TU2608:SPC HI 1     -  KAWAIHAE LIGHT                           006 40 39.3
 TU2608:UTM  05      -  KAWAIHAE LIGHT                           007 31 38.3
 TU2608
 TU2608|---------------------------------------------------------------------|
 TU2608| PID    Reference Object                     Distance      Geod. Az  |
 TU2608|                                                           dddmmss.s |
 TU2608| TU2731 KAWAIHAE LIGHT                      APPROX.21.1 KM 0063324.3 |
 TU2608| TU2600 PUU HINAI                           APPROX. 9.8 KM 0560446.1 |
 TU2608| CN5084 ANAHULU RM 1                                       24017     |
 TU2608|---------------------------------------------------------------------|
 TU2608
 TU2608                          SUPERSEDED SURVEY CONTROL
 TU2608
 TU2608  NAD 83(1986)-  19 51 08.18533(N)    155 51 21.02927(W) AD(       ) 2
 TU2608  OLD HI      -  19 51 19.15200(N)    155 51 31.04400(W) AD(       ) 2
 TU2608
 TU2608.Superseded values are not recommended for survey control.
 TU2608.NGS no longer adjusts projects to the OLD HI datum.
 TU2608.See file dsdata.txt to determine how the superseded data were derived.
 TU2608
 TU2608_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0089197667(NAD 83)
 TU2608
 TU2608  HISTORY     - Date     Condition        Report By
 TU2608  HISTORY     - UNK      MONUMENTED       HITS
 TU2608  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2608  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2608  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2608
 TU2608                          STATION DESCRIPTION
 TU2608
 TU2608'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2608'NEAR WEST COAST OF HAWAII, IN NORTH KONA DISTRICT, ON THE
 TU2608'NORTHERNMOST SHOULDER OF THE PUU ANAHULU RANGE OF HILLS, ABOUT
 TU2608'11.5 MILES NORTH OF MOUNT HUALALAI, AND IMMEDIATELY SOUTH OF
 TU2608'THE GREAT LAVA FLOW OF 1859.  THIS NORTH END IS OF EVEN CONTOUR,
 TU2608'STEEP, AND HAS A NOTICEABLY SCALLOPED APPEARANCE, AND SHOWS UP
 TU2608'A BRIGHT YELLOW AS COMPARED WITH THE SURROUNDING LAVA
 TU2608'FLATS.  MARKED BY A COPPER TRIANGLE ABOUT 26 INCHES BELOW
 TU2608'SURFACE OF GROUND, WITH FOUR REFERENCE MARKS CUT IN ROCKS, 11.5
 TU2608'FEET FROM IT.  OVER STATION AN IMMENSE STONE CAIRN WAS
 TU2608'ERECTED, 7 FEET HIGH, AND PAINTED WHITE.  IT CAN BE SEEN
 TU2608'WITH NAKED EYE FROM ALL PARTS OF KAWAIHAE BAY.  IN 1928
 TU2608'CAIRN REPORTED AS BEING ONLY 2-1/2 FEET HIGH.
 TU2608
 TU2608                          STATION RECOVERY (1948)
 TU2608
 TU2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2608'STATION MARK IS A 2 IN WOODEN STAKE OVER WHICH A CONCRETE
 TU2608'PLATFORM AND METAL POLE AND TARGET WERE ERECTED BY THE HAWAII
 TU2608'TERRITORY SURVEY.  NO INFORMATION IS AVAILABLE REGARDING THE
 TU2608'RECOVERY OF THE ORIGINAL MARK, A COPPER TRIANGLE.
 TU2608'
 TU2608'THE STATION IS SITUATED ON THE WESTERLY AND NORTHERLY END OF
 TU2608'A BLUFF-LIKE PROMINENCE KNOWN AS PUU ANAHULU AND WHICH RUNS
 TU2608'FOR DISTANCE OF ABOUT 2 MILES BELOW THE GOVERNMENT ROAD RUNNING
 TU2608'FROM WAIMEA TO KONA.  THE STATION IS LOCATED ON A DOME SHAPED
 TU2608'HILL AT THE END OF THIS PROMINENCE.
 TU2608'
 TU2608'TO REACH THE STATION LEAVE THE MAIN ROAD AT PUU ANAHULU
 TU2608'HOMESTEADS, AT A POINT NEAR THE SOUTHERN EDGE OF PUU ANAHULU
 TU2608'BLUFF AND FOLLOW TRACK ROADS THROUGH OPEN PASTURE AREAS.
 TU2608
 TU2608                          STATION RECOVERY (1967)
 TU2608
 TU2608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2608'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2608'FOLLOWS--
 TU2608'
 TU2608'STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF KAILUA,
 TU2608'17 MILES SOUTHWEST OF KAMUELA, AND 2-1/2 MILES NORTHWEST OF
 TU2608'STATE HIGHWAY 19, ON A BARE, DOME-SHAPED HILL OF ABOUT 1519
 TU2608'FEET ELEVATION, ON THE NORTHWEST END OF THE LONG RIDGE RUNNING
 TU2608'OUT TO NORTHWEST FROM THE PUU ANAHULU HOMESTEADS.
 TU2608'
 TU2608'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH
 TU2608'AND SOUTHWEST ON STATE HIGHWAY 19 FOR 20.2 MILES TO GRAVELED
 TU2608'SIDE ROAD RIGHT, BETWEEN POWER POLES 188 AND 189.  TURN RIGHT
 TU2608'AND FOLLOW THE MAIN ROAD NORTHWEST THROUGH PASTURE LAND, PASSING
 TU2608'THROUGH SEVERAL GATES, FOR 3.2 MILES TO END OF RIDGE AND STATION.
 TU2608'
 TU2608'STATION IS MARKED BY A 2 X 2-INCH WOODEN STAKE, WITH SMALL NAIL
 TU2608'IN CENTER.  A TYPE B SIGNAL IS CENTERED OVER THE MARK AND THE
 TU2608'STAKE CAN BE SEEN DOWN IN A 6 X 30-INCH RECESS 6 INCHES DEEP,
 TU2608'IN CENTER OF THE 6-FOOT SQUARE CONCRETE PLATFORM OF THE
 TU2608'SIGNAL.  AT CENTER OF PLATFORM, CENTERED OVER THE STAKE, IS A
 TU2608'CONCRETE PIER 2 FEET HIGH.  A 2-1/2-INCH IRON PIPE THROUGH
 TU2608'CENTER OF PIER SUPPORTS A TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1482 ***********************************************************************
 TU1482  DESIGNATION -  ANCHOR
 TU1482  PID         -  TU1482
 TU1482  STATE/COUNTY-  HI/HONOLULU
 TU1482  USGS QUAD   -  KAHUKU (1983)
 TU1482
 TU1482                         *CURRENT SURVEY CONTROL
 TU1482  ___________________________________________________________________
 TU1482* NAD 83(1993)-  21 42 02.68594(N)    157 57 33.89664(W)     ADJUSTED  
 TU1482* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1482  ___________________________________________________________________
 TU1482  EPOCH DATE  -        1993.62
 TU1482  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 TU1482  GEOID HEIGHT-          13.00  (meters)                     GEOID03
 TU1482
 TU1482  HORZ ORDER  -  THIRD
 TU1482
 TU1482.The horizontal coordinates were established by classical geodetic methods
 TU1482.and adjusted by the National Geodetic Survey in December 1998..
 TU1482.The horizontal coordinates are valid at the epoch date displayed above.
 TU1482.The epoch date for horizontal control is a decimal equivalence
 TU1482.of Year/Month/Day.
 TU1482
 TU1482.The orthometric height was scaled from a topographic map.
 TU1482
 TU1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1482
 TU1482.The geoid height was determined by GEOID03.
 TU1482
 TU1482;                    North         East     Units Scale Factor Converg.
 TU1482;SPC HI 3     -    59,134.684   504,199.512   MT  0.99999022   +0 00 54.0
 TU1482;UTM  04      - 2,400,065.793   607,638.207   MT  0.99974316   +0 23 05.3
 TU1482
 TU1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1482!SPC HI 3     -   0.99999764  x   0.99999022  =   0.99998786
 TU1482!UTM  04      -   0.99999764  x   0.99974316  =   0.99974080
 TU1482
 TU1482:                Primary Azimuth Mark                     Grid Az
 TU1482:SPC HI 3     -  KEANA                                    142 32 31.3
 TU1482:UTM  04      -  KEANA                                    142 10 20.0
 TU1482
 TU1482|---------------------------------------------------------------------|
 TU1482| PID    Reference Object                     Distance      Geod. Az  |
 TU1482|                                                           dddmmss.s |
 TU1482| TU1478 KEANA                               APPROX. 3.5 KM 1423325.3 |
 TU1482| CJ9374 ANCHOR RM 1                          28.210 METERS 15749     |
 TU1482| CJ9375 ANCHOR RM 2                          30.640 METERS 25419     |
 TU1482| TU1483 RADIO CORP POWER PLANT CHIMNEY      APPROX. 1.5 KM 2930021.4 |
 TU1482|---------------------------------------------------------------------|
 TU1482
 TU1482                          SUPERSEDED SURVEY CONTROL
 TU1482
 TU1482  NAD 83(1986)-  21 42 02.63829(N)    157 57 33.90712(W) AD(       ) 3
 TU1482  OLD HI      -  21 42 14.07500(N)    157 57 43.82300(W) AD(       ) 3
 TU1482
 TU1482.Superseded values are not recommended for survey control.
 TU1482.NGS no longer adjusts projects to the OLD HI datum.
 TU1482.See file dsdata.txt to determine how the superseded data were derived.
 TU1482
 TU1482_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFK0763800066(NAD 83)
 TU1482_MARKER: Z = SEE DESCRIPTION
 TU1482_SETTING: 0 = UNSPECIFIED SETTING
 TU1482
 TU1482  HISTORY     - Date     Condition        Report By
 TU1482  HISTORY     - 1932     MONUMENTED       CGS
 TU1482  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1482  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1482
 TU1482                          STATION DESCRIPTION
 TU1482
 TU1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1482'ABOUT 1.6 MILES NW OF THE TOWN OF KAHUKU, 0.9 MILES SE OF THE
 TU1482'RADIO CORPORATION POWER PLANT, IN THE CENTER OF A LARGE
 TU1482'CONCRETE BLOCK, 6 BY 6 BY 5 FEET, FORMERLY THE MIDDLE ANCHOR BLOCK
 TU1482'OF THE E GUY OF THE SE MAST OF A TALL ANTENNA.  THE MAST
 TU1482'HAS BEEN REMOVED.
 TU1482'
 TU1482'STATION MARK IS A STANDARD DISK SET IN THE TOP OF THE
 TU1482'CONCRETE BLOCK.
 TU1482'
 TU1482'R.M. 2 IS A STANDARD REFERENCE-MARK DISK SET IN A SIMILAR BLOCK.
 TU1482'
 TU1482'R.M. 1 IS IN RANGE WITH THE KAHUKU MILL CHIMNEY.  IT IS A
 TU1482'STANDARD REFERENCE-MARK DISK WITH THE ARROW POINTING TOWARD THE
 TU1482'STATION SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING BEDROCK.
 TU1482'
 TU1482'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1482
 TU1482                          STATION RECOVERY (1952)
 TU1482
 TU1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1482'ALL MARKS IN GOOD CONDITION.  STATION IS 1.0 MI. SE OF THE
 TU1482'INTERSECTION OF THE TWO RUNWAYS OF KAHUKU AIRFIELD, 0.8 MI. NW
 TU1482'OF THE C.A.A. KAHUKU RADIO TOWER, AND ABOUT 225 YD. NE OF THE
 TU1482'EDGE OF THE S RUNWAY.
 TU1482
 TU1482                          STATION RECOVERY (1964)
 TU1482
 TU1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1482'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1482'COMPLETE DESCRIPTION FOLLOWS--
 TU1482'
 TU1482'STATION IS LOCATED ON THE NORTH END OF OAHU, ABOUT 1-1/2
 TU1482'MILES NORTHWEST OF KAHUKU, AT EAST END OF OLD KAHUKU
 TU1482'AIRFIELD.  IT IS 1 MILE SOUTHEAST OF INTERSECTION OF THE TWO
 TU1482'RUNWAYS, 0.3 MILE NORTHWEST OF SOUTHEAST END OF THE EASTERLY
 TU1482'RUNWAY AND ABOUT 225 YARDS NORTHEAST OF EDGE OF THE RUNWAY,
 TU1482'ABOUT 150 YARDS SOUTHWEST FROM SEASHORE, ABOUT 650 YARDS
 TU1482'SOUTHEAST OF THE SOUTHEAST END OF THE PROMINENT SAND DUNES, IN
 TU1482'A LOW, FLAT AREA.
 TU1482'
 TU1482'TO REACH STATION FROM THE KAHUKU PLANTATION OFFICE IN KAHUKU, GO
 TU1482'NORTHWEST ON STATE HIGHWAY 83 FOR 2.1 MILES.  TURN RIGHT ON
 TU1482'PAVED SIDE ROAD AND GO 0.5 MILE TO BUILDINGS ON LEFT.  TURN
 TU1482'RIGHT AND FOLLOW TRACK ROAD (OLD RAILROAD GRADE) FOR 0.75 MILE
 TU1482'TO CROSSROAD AND GATE ON LEFT.  PASS THROUGH GATE AND FOLLOW
 TU1482'TRACK ROAD ACROSS AIRFIELD FOR 0.3 MILE TO RUNWAY.  CROSS RUNWAY
 TU1482'AND CONTINUE ON ROAD, BEARING RIGHT, FOR 0.15 MILE TO STATION.
 TU1482'
 TU1482'STATION MARK IS A STANDARD DISK STAMPED ANCHOR 1932,
 TU1482'CEMENTED IN A DRILL HOLE IN THE TOP AND CENTER OF A LARGE
 TU1482'CONCRETE BLOCK 6 X 7 FEET IN SIZE AND 5 FEET HIGH, WITH A
 TU1482'SLOPING WEST SIDE.  IT IS THE CENTER ONE OF 3 BLOCKS IN A ROW
 TU1482'THAT WERE FORMERLY ANCHORS FOR THE EAST GUY CABLES OF A RADIO
 TU1482'MAST NOW REMOVED.
 TU1482'
 TU1482'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ANCHOR 1,
 TU1482'CEMENTED IN A DRILL HOLE IN CORAL BEDROCK FLUSH WITH GROUND
 TU1482'AND IS ABOUT 5 FEET LOWER THAN STATION MARK.
 TU1482'
 TU1482'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ANCHOR 2,
 TU1482'CEMENTED IN A DRILL HOLE IN THE FIRST CONCRETE BLOCK IN THE ROW
 TU1482'OF EAST ANCHORS.  IT IS 100 FEET EAST FROM THE CONCRETE BASE
 TU1482'OF THE OLD RADIO MAST.  THE MARK IS ABOUT 10 INCHES LOWER
 TU1482'THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0010 ***********************************************************************
 TU0010  DESIGNATION -  AN/GKR 5 ANTENNA USE
 TU0010  PID         -  TU0010
 TU0010  STATE/COUNTY-  HI/HAWAII
 TU0010  USGS QUAD   -  KA LAE (1982)
 TU0010
 TU0010                         *CURRENT SURVEY CONTROL
 TU0010  ___________________________________________________________________
 TU0010* NAD 83(1993)-  18 56 21.44369(N)    155 40 56.53093(W)     ADJUSTED  
 TU0010* LOCAL TIDAL -       112.924  (meters)     370.48   (feet)  ADJ UNCH  
 TU0010  ___________________________________________________________________
 TU0010  EPOCH DATE  -        1993.62
 TU0010  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 TU0010  GEOID HEIGHT-          14.93  (meters)                     GEOID03
 TU0010
 TU0010  HORZ ORDER  -  SECOND
 TU0010  VERT ORDER  -  SECOND    CLASS 0
 TU0010
 TU0010.The horizontal coordinates were established by classical geodetic methods
 TU0010.and adjusted by the National Geodetic Survey in December 1998..
 TU0010.The horizontal coordinates are valid at the epoch date displayed above.
 TU0010.The epoch date for horizontal control is a decimal equivalence
 TU0010.of Year/Month/Day.
 TU0010
 TU0010.The orthometric height was key entered from printed documents
 TU0010.and not key verified.
 TU0010
 TU0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0010
 TU0010.The geoid height was determined by GEOID03.
 TU0010
 TU0010;                    North         East     Units Scale Factor Converg.
 TU0010;SPC HI 1     -    11,737.941   480,791.589   MT  0.99997123   -0 03 33.1
 TU0010;UTM  05      - 2,096,257.457   217,496.636   MT  1.00058669   -0 52 16.3
 TU0010
 TU0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0010!SPC HI 1     -   0.99997990  x   0.99997123  =   0.99995113
 TU0010!UTM  05      -   0.99997990  x   1.00058669  =   1.00056658
 TU0010
 TU0010                          SUPERSEDED SURVEY CONTROL
 TU0010
 TU0010  NAD 83(1986)-  18 56 21.43004(N)    155 40 56.58366(W) AD(       ) 2
 TU0010  OLD HI      -  18 56 32.22200(N)    155 41 06.60800(W) AD(       ) 2
 TU0010
 TU0010.Superseded values are not recommended for survey control.
 TU0010.NGS no longer adjusts projects to the OLD HI datum.
 TU0010.See file dsdata.txt to determine how the superseded data were derived.
 TU0010
 TU0010_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1749796257(NAD 83)
 TU0010_MARKER: Z = SEE DESCRIPTION
 TU0010_SETTING: 0 = UNSPECIFIED SETTING
 TU0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0010
 TU0010  HISTORY     - Date     Condition        Report By
 TU0010  HISTORY     - 1964     MONUMENTED       USE
 TU0010  HISTORY     - 1964     GOOD             NGS
 TU0010
 TU0010                          STATION DESCRIPTION
 TU0010
 TU0010'DESCRIBED BY US ENGINEERS 1964 (DJF)
 TU0010'THE STATION IS AN UNSTAMPED BRASS DISK WITH THE LEGEND DEPARTMENT OF
 TU0010'THE ARMY CORPS OF ENGINEERS CAST AROUND THE EDGE, LOCATED AT THE
 TU0010'SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE RANGE.  IT IS
 TU0010'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE FLOOR OF THE
 TU0010'BLOCKHOUSE AND PLUMBED UNDER THE VERTICAL AXIS OF A 60-FOOT DISH
 TU0010'RECEIVING ANTENNA MOUNTED ON THE ROOF OF THE BUILDING.  A
 TU0010'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KOLONO
 TU0010'1961, THE DISTANCE BEING 28.830 METERS (94.586 FEET)
 TU0010'NORTH-NORTHWEST OF STATION KOLONO 1961.
 TU0010
 TU0010                          STATION RECOVERY (1964)
 TU0010
 TU0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TU0010'IN PMR S PT TRACKING FACILITY.
 TU0010'AT THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, IN
 TU0010'THE CENTRAL PART OF THE COMPOUND.  AN ELEVATION WAS ESTABLISHED ON THE
 TU0010'HORIZONTAL AXIS OF THE 60-FOOT DISH RECEIVING ANTENNA THAT IS MOUNTED
 TU0010'ON THE ROOF OF THE BLOCKHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0008 ***********************************************************************
 TU0008  DESIGNATION -  AN/GKR 6 ANTENNA
 TU0008  PID         -  TU0008
 TU0008  STATE/COUNTY-  HI/HAWAII
 TU0008  USGS QUAD   -  KA LAE (1982)
 TU0008
 TU0008                         *CURRENT SURVEY CONTROL
 TU0008  ___________________________________________________________________
 TU0008* NAD 83(1993)-  18 56 23.47711(N)    155 40 57.83785(W)     ADJUSTED  
 TU0008* LOCAL TIDAL -       103.341  (meters)     339.04   (feet)  ADJ UNCH  
 TU0008  ___________________________________________________________________
 TU0008  EPOCH DATE  -        1993.62
 TU0008  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 TU0008  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU0008
 TU0008  HORZ ORDER  -  THIRD
 TU0008  VERT ORDER  -  SECOND    CLASS 0
 TU0008
 TU0008.The horizontal coordinates were established by classical geodetic methods
 TU0008.and adjusted by the National Geodetic Survey in December 1998..
 TU0008.The horizontal coordinates are valid at the epoch date displayed above.
 TU0008.The epoch date for horizontal control is a decimal equivalence
 TU0008.of Year/Month/Day.
 TU0008
 TU0008.The orthometric height was key entered from printed documents
 TU0008.and not key verified.
 TU0008
 TU0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0008
 TU0008.The geoid height was determined by GEOID03.
 TU0008
 TU0008;                    North         East     Units Scale Factor Converg.
 TU0008;SPC HI 1     -    11,800.501   480,753.417   MT  0.99997124   -0 03 33.5
 TU0008;UTM  05      - 2,096,320.591   217,459.331   MT  1.00058695   -0 52 16.8
 TU0008
 TU0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0008!SPC HI 1     -   0.99998141  x   0.99997124  =   0.99995265
 TU0008!UTM  05      -   0.99998141  x   1.00058695  =   1.00056834
 TU0008
 TU0008                          SUPERSEDED SURVEY CONTROL
 TU0008
 TU0008  NAD 83(1986)-  18 56 23.46345(N)    155 40 57.89050(W) AD(       ) 4
 TU0008  OLD HI      -  18 56 34.25600(N)    155 41 07.91500(W) AD(       ) 3
 TU0008
 TU0008.Superseded values are not recommended for survey control.
 TU0008.NGS no longer adjusts projects to the OLD HI datum.
 TU0008.See file dsdata.txt to determine how the superseded data were derived.
 TU0008
 TU0008_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1745996321(NAD 83)
 TU0008_MARKER: Z = SEE DESCRIPTION
 TU0008_SETTING: 0 = UNSPECIFIED SETTING
 TU0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0008
 TU0008  HISTORY     - Date     Condition        Report By
 TU0008  HISTORY     - 1964     MONUMENTED       CGS
 TU0008  HISTORY     - 1964     GOOD             NGS
 TU0008
 TU0008                          STATION DESCRIPTION
 TU0008
 TU0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0008'THE STATION IS THE CENTER OF THE CONICAL STEEL PEDESTAL OF AN
 TU0008'ANTENNA AT THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE
 TU0008'RANGE.  IT IS IN THE NORTHWEST CORNER OF THE COMPOUND, 46 FEET
 TU0008'SOUTHEAST OF A LARGE OCTAGONAL CONCRETE SLAB, 45 FEET SOUTH OF A
 TU0008'FENCE AND 42 FEET EAST OF A FENCE.  A TRAVERSE CONNECTION WAS
 TU0008'MADE TO TRIANGULATION STATION KOLONO 1961, DISTANCE BEING 101.442
 TU0008'METERS (332.815 FEET) NORTH-NORTHWEST OF STATION KOLONO 1961.
 TU0008
 TU0008                          STATION RECOVERY (1964)
 TU0008
 TU0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TU0008'IN PMR S PT TRACKING FACILITY.
 TU0008'AT THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, IN
 TU0008'THE NORTHWEST CORNER OF THE COMPOUND, 46 FEET SOUTHEAST OF A LARGE
 TU0008'OCTAGONAL CONCRETE SLAB, 45 FEET SOUTH OF A FENCE AND 42 FEET EAST OF
 TU0008'A FENCE.  AN ELEVATION WAS ESTABLISHED ON THE HORIZONTAL AXIS OF THE
 TU0008'ANTENNA MOUNTED ON A CONICAL STEEL PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0007 ***********************************************************************
 TU0007  DESIGNATION -  AN/GKR 6A ANTENNA
 TU0007  PID         -  TU0007
 TU0007  STATE/COUNTY-  HI/HAWAII
 TU0007  USGS QUAD   -  KA LAE (1982)
 TU0007
 TU0007                         *CURRENT SURVEY CONTROL
 TU0007  ___________________________________________________________________
 TU0007* NAD 83(1993)-  18 56 19.41082(N)    155 40 57.81659(W)     ADJUSTED  
 TU0007* LOCAL TIDAL -        97.652  (meters)     320.38   (feet)  ADJ UNCH  
 TU0007  ___________________________________________________________________
 TU0007  EPOCH DATE  -        1993.62
 TU0007  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 TU0007  GEOID HEIGHT-          14.91  (meters)                     GEOID03
 TU0007
 TU0007  HORZ ORDER  -  THIRD
 TU0007  VERT ORDER  -  SECOND    CLASS 0
 TU0007
 TU0007.The horizontal coordinates were established by classical geodetic methods
 TU0007.and adjusted by the National Geodetic Survey in December 1998..
 TU0007.The horizontal coordinates are valid at the epoch date displayed above.
 TU0007.The epoch date for horizontal control is a decimal equivalence
 TU0007.of Year/Month/Day.
 TU0007
 TU0007.The orthometric height was key entered from printed documents
 TU0007.and not key verified.
 TU0007
 TU0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0007
 TU0007.The geoid height was determined by GEOID03.
 TU0007
 TU0007;                    North         East     Units Scale Factor Converg.
 TU0007;SPC HI 1     -    11,675.476   480,753.909   MT  0.99997124   -0 03 33.5
 TU0007;UTM  05      - 2,096,195.494   217,458.051   MT  1.00058696   -0 52 16.6
 TU0007
 TU0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0007!SPC HI 1     -   0.99998231  x   0.99997124  =   0.99995355
 TU0007!UTM  05      -   0.99998231  x   1.00058696  =   1.00056925
 TU0007
 TU0007                          SUPERSEDED SURVEY CONTROL
 TU0007
 TU0007  NAD 83(1986)-  18 56 19.39711(N)    155 40 57.86931(W) AD(       ) 4
 TU0007  OLD HI      -  18 56 30.18900(N)    155 41 07.89400(W) AD(       ) 3
 TU0007
 TU0007.Superseded values are not recommended for survey control.
 TU0007.NGS no longer adjusts projects to the OLD HI datum.
 TU0007.See file dsdata.txt to determine how the superseded data were derived.
 TU0007
 TU0007_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1745896195(NAD 83)
 TU0007_MARKER: Z = SEE DESCRIPTION
 TU0007_SETTING: 0 = UNSPECIFIED SETTING
 TU0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0007
 TU0007  HISTORY     - Date     Condition        Report By
 TU0007  HISTORY     - 1964     MONUMENTED       CGS
 TU0007  HISTORY     - 1964     GOOD             NGS
 TU0007
 TU0007                          STATION DESCRIPTION
 TU0007
 TU0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0007'THE STATION IS THE CENTER OF THE CONICAL STEEL PEDESTAL OF AN
 TU0007'ANTENNA AT THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE
 TU0007'RANGE.  IT IS IN THE SOUTHWEST CORNER OF THE COMPOUND, 47 FEET
 TU0007'NORTHEAST OF A LARGE OCTAGONAL CONCRETE SLAB, 44 FEET NORTH OF
 TU0007'A FENCE AND 42 FEET EAST OF A FENCE.  A TRAVERSE CONNECTION WAS
 TU0007'MADE TO TRIANGULATION STATION KOLONO 1961, THE DISTANCE BEING
 TU0007'72.232 METERS (236.980 FEET) WEST-SOUTHWEST OF STATION KOLONO
 TU0007'1961.
 TU0007
 TU0007                          STATION RECOVERY (1964)
 TU0007
 TU0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TU0007'IN PMR S PT TRACKING FACILITY.
 TU0007'AT THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, IN
 TU0007'THE SOUTHWEST CORNER OF THE COMPOUND, 47 FEET NORTHEAST OF A LARGE
 TU0007'OCTAGONAL CONCRETE SLAB, 44 FEET NORTH OF A FENCE AND 42 FEET EAST OF
 TU0007'A FENCE.  AN ELEVATION WAS ESTABLISHED ON THE HORIZONTAL AXIS OF THE
 TU0007'ANTENNA MOUNTED ON A CONICAL STEEL PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1584 ***********************************************************************
 TU1584  DESIGNATION -  ANGLE ECC 1960
 TU1584  PID         -  TU1584
 TU1584  STATE/COUNTY-  HI/HONOLULU
 TU1584  USGS QUAD   -  KAENA (1983)
 TU1584
 TU1584                         *CURRENT SURVEY CONTROL
 TU1584  ___________________________________________________________________
 TU1584* NAD 83(1993)-  21 33 52.50693(N)    158 14 23.91078(W)     ADJUSTED  
 TU1584* LOCAL TIDAL -       396.     (meters)    1299.     (feet)  SCALED    
 TU1584  ___________________________________________________________________
 TU1584  EPOCH DATE  -        1993.62
 TU1584  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 TU1584  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU1584
 TU1584  HORZ ORDER  -  SECOND
 TU1584
 TU1584.The horizontal coordinates were established by classical geodetic methods
 TU1584.and adjusted by the National Geodetic Survey in December 1998..
 TU1584.The horizontal coordinates are valid at the epoch date displayed above.
 TU1584.The epoch date for horizontal control is a decimal equivalence
 TU1584.of Year/Month/Day.
 TU1584
 TU1584.The orthometric height was scaled from a topographic map.
 TU1584
 TU1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1584
 TU1584.The geoid height was determined by GEOID03.
 TU1584
 TU1584;                    North         East     Units Scale Factor Converg.
 TU1584;SPC HI 3     -    44,076.960   475,144.906   MT  0.99999763   -0 05 17.5
 TU1584;UTM  04      - 2,384,825.755   578,689.319   MT  0.99967651   +0 16 45.7
 TU1584
 TU1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1584!SPC HI 3     -   0.99993545  x   0.99999763  =   0.99993308
 TU1584!UTM  04      -   0.99993545  x   0.99967651  =   0.99961198
 TU1584
 TU1584|---------------------------------------------------------------------|
 TU1584| PID    Reference Object                     Distance      Geod. Az  |
 TU1584|                                                           dddmmss.s |
 TU1584| TU1583 BORE                                142.502 METERS 09513     |
 TU1584| TU1581 WATER                               APPROX. 0.6 KM 1404539.1 |
 TU1584| TU1587 GLO                                 432.563 METERS 1593306.9 |
 TU1584| TU1585 DEUCE 1960                          237.035 METERS 20058     |
 TU1584| TU1576 CACTUS                              APPROX. 0.6 KM 2582129.1 |
 TU1584|---------------------------------------------------------------------|
 TU1584
 TU1584                          SUPERSEDED SURVEY CONTROL
 TU1584
 TU1584  NAD 83(1986)-  21 33 52.45587(N)    158 14 23.92260(W) AD(       ) 2
 TU1584
 TU1584.Superseded values are not recommended for survey control.
 TU1584.NGS no longer adjusts projects to the OLD HI datum.
 TU1584.See file dsdata.txt to determine how the superseded data were derived.
 TU1584
 TU1584_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7868984826(NAD 83)
 TU1584
 TU1584  HISTORY     - Date     Condition        Report By
 TU1584  HISTORY     - 1960     MONUMENTED       CGS
 TU1584  HISTORY     - 1965     GOOD             CGS
 TU1584
 TU1584                          STATION DESCRIPTION
 TU1584
 TU1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1584'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 TU1584'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0794 ***********************************************************************
 TU0794  DESIGNATION -  ANNA ANTENNA 150 MC
 TU0794  PID         -  TU0794
 TU0794  STATE/COUNTY-  HI/KAUAI
 TU0794  USGS QUAD   -  MAKAHA POINT (1983)
 TU0794
 TU0794                         *CURRENT SURVEY CONTROL
 TU0794  ___________________________________________________________________
 TU0794* NAD 83(1986)-  22 07 35.     (N)    159 39 55.     (W)     SCALED    
 TU0794* LOCAL TIDAL -      1149.813  (meters)    3772.34   (feet)  ADJ UNCH  
 TU0794  ___________________________________________________________________
 TU0794  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU0794
 TU0794  VERT ORDER  -  SECOND    CLASS 0
 TU0794
 TU0794.The horizontal coordinates were scaled from a topographic map and have
 TU0794.an estimated accuracy of +/- 6 seconds.
 TU0794
 TU0794.The orthometric height was key entered from printed documents
 TU0794.and not key verified.
 TU0794
 TU0794.The geoid height was determined by GEOID03.
 TU0794
 TU0794;                    North         East    Units  Estimated Accuracy
 TU0794;SPC HI 4     -    32,460.      482,950.      MT  (+/- 180 meters Scaled)
 TU0794
 TU0794                          SUPERSEDED SURVEY CONTROL
 TU0794
 TU0794.No superseded survey control is available for this station.
 TU0794
 TU0794_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK313469(NAD 83)
 TU0794_MARKER: Z = SEE DESCRIPTION
 TU0794_SETTING: 0 = UNSPECIFIED SETTING
 TU0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0794
 TU0794  HISTORY     - Date     Condition        Report By
 TU0794  HISTORY     - UNK      MONUMENTED       CGS
 TU0794  HISTORY     - 1964     GOOD             NGS
 TU0794
 TU0794                          STATION DESCRIPTION
 TU0794
 TU0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0794'1.7 MI SW FROM KOKEE LODGE.
 TU0794'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 55 FROM THE RESTAURANT AT
 TU0794'KOKEE LODGE, THENCE 0.35 MILE NORTH AND NORTHEAST ALONG AN ASPHALT
 TU0794'ROAD, THENCE 0.3 MILE NORTHEAST ALONG THE RIGHT FORK, INSIDE THE
 TU0794'S-BAND RADAR (VERLORT) AREA AT THE KOKEE INSTRUMENTATION STATION OF
 TU0794'THE PACIFIC MISSILE RANGE.  AN ELEVATION WAS ESTABLISHED ON THE
 TU0794'SOUTHWEST ONE OF FOUR QUARTER-WAVE STUB ANTENNAE MOUNTED ON VAN NO.
 TU0794'312, AT THE POINT WHERE THE RADIAL ARMS BRANCH FROM THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0796 ***********************************************************************
 TU0796  DESIGNATION -  ANNA ANTENNA 162 MC
 TU0796  PID         -  TU0796
 TU0796  STATE/COUNTY-  HI/KAUAI
 TU0796  USGS QUAD   -  MAKAHA POINT (1983)
 TU0796
 TU0796                         *CURRENT SURVEY CONTROL
 TU0796  ___________________________________________________________________
 TU0796* NAD 83(1986)-  22 07 35.     (N)    159 39 55.     (W)     SCALED    
 TU0796* LOCAL TIDAL -      1149.817  (meters)    3772.36   (feet)  ADJ UNCH  
 TU0796  ___________________________________________________________________
 TU0796  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU0796
 TU0796  VERT ORDER  -  SECOND    CLASS 0
 TU0796
 TU0796.The horizontal coordinates were scaled from a topographic map and have
 TU0796.an estimated accuracy of +/- 6 seconds.
 TU0796
 TU0796.The orthometric height was key entered from printed documents
 TU0796.and not key verified.
 TU0796
 TU0796.The geoid height was determined by GEOID03.
 TU0796
 TU0796;                    North         East    Units  Estimated Accuracy
 TU0796;SPC HI 4     -    32,460.      482,950.      MT  (+/- 180 meters Scaled)
 TU0796
 TU0796                          SUPERSEDED SURVEY CONTROL
 TU0796
 TU0796.No superseded survey control is available for this station.
 TU0796
 TU0796_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK313469(NAD 83)
 TU0796_MARKER: Z = SEE DESCRIPTION
 TU0796_SETTING: 0 = UNSPECIFIED SETTING
 TU0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0796
 TU0796  HISTORY     - Date     Condition        Report By
 TU0796  HISTORY     - UNK      MONUMENTED       CGS
 TU0796  HISTORY     - 1964     GOOD             NGS
 TU0796
 TU0796                          STATION DESCRIPTION
 TU0796
 TU0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0796'1.7 MI SW FROM KOKEE LODGE.
 TU0796'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 55 FROM THE RESTAURANT AT
 TU0796'KOKEE LODGE, THENCE 0.35 MILE NORTH AND NORTHEAST ALONG AN ASPHALT
 TU0796'ROAD, THENCE 0.35 MILE NORTHEAST ALONG THE RIGHT FORK, INSIDE THE
 TU0796'S-BAND RADAR (VERLORT) AREA AT THE KOKEE INSTRUMENTATION STATION OF
 TU0796'THE PACIFIC MISSILE RANGE.  AN ELEVATION WAS ESTABLISHED ON THE
 TU0796'SOUTHEAST ONE OF FOUR QUARTER-WAVE STUB ANTENNAE MOUNTED ON VAN NO.
 TU0796'312, AT THE POINT WHERE THE RADIAL ARMS BRANCH FROM THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0793 ***********************************************************************
 TU0793  DESIGNATION -  ANNA ANTENNA 324 MC
 TU0793  PID         -  TU0793
 TU0793  STATE/COUNTY-  HI/KAUAI
 TU0793  USGS QUAD   -  MAKAHA POINT (1983)
 TU0793
 TU0793                         *CURRENT SURVEY CONTROL
 TU0793  ___________________________________________________________________
 TU0793* NAD 83(1986)-  22 07 35.     (N)    159 39 55.     (W)     SCALED    
 TU0793* LOCAL TIDAL -      1149.804  (meters)    3772.32   (feet)  ADJ UNCH  
 TU0793  ___________________________________________________________________
 TU0793  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU0793
 TU0793  VERT ORDER  -  SECOND    CLASS 0
 TU0793
 TU0793.The horizontal coordinates were scaled from a topographic map and have
 TU0793.an estimated accuracy of +/- 6 seconds.
 TU0793
 TU0793.The orthometric height was key entered from printed documents
 TU0793.and not key verified.
 TU0793
 TU0793.The geoid height was determined by GEOID03.
 TU0793
 TU0793;                    North         East    Units  Estimated Accuracy
 TU0793;SPC HI 4     -    32,460.      482,950.      MT  (+/- 180 meters Scaled)
 TU0793
 TU0793                          SUPERSEDED SURVEY CONTROL
 TU0793
 TU0793.No superseded survey control is available for this station.
 TU0793
 TU0793_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK313469(NAD 83)
 TU0793_MARKER: Z = SEE DESCRIPTION
 TU0793_SETTING: 0 = UNSPECIFIED SETTING
 TU0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0793
 TU0793  HISTORY     - Date     Condition        Report By
 TU0793  HISTORY     - UNK      MONUMENTED       CGS
 TU0793  HISTORY     - 1964     GOOD             NGS
 TU0793
 TU0793                          STATION DESCRIPTION
 TU0793
 TU0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0793'1.7 MI SW FROM KOKEE LODGE.
 TU0793'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 55 FROM THE RESTAURANT AT
 TU0793'KOKEE LODGE, THENCE 0.35 MILE NORTH AND NORTHEAST ALONG AN ASPHALT
 TU0793'ROAD, THENCE 0.3 MILE NORTHEAST ALONG THE RIGHT FORK, INSIDE THE
 TU0793'S-BAND RADAR (VERLORT) AREA AT THE KOKEE INSTRUMENTATION STATION OF
 TU0793'THE PACIFIC MISSILE RANGE.  AN ELEVATION WAS ESTABLISHED ON THE
 TU0793'NORTHWEST ONE OF FOUR QUARTER-WAVE STUB ANTENNAE MOUNTED ON VAN NO.
 TU0793'312, AT THE POINT WHERE THE RADIAL ARMS BRANCH FROM THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0797 ***********************************************************************
 TU0797  DESIGNATION -  ANNA ANTENNA 400 MC
 TU0797  PID         -  TU0797
 TU0797  STATE/COUNTY-  HI/KAUAI
 TU0797  USGS QUAD   -  MAKAHA POINT (1983)
 TU0797
 TU0797                         *CURRENT SURVEY CONTROL
 TU0797  ___________________________________________________________________
 TU0797* NAD 83(1986)-  22 07 35.     (N)    159 39 55.     (W)     SCALED    
 TU0797* LOCAL TIDAL -      1149.798  (meters)    3772.30   (feet)  ADJ UNCH  
 TU0797  ___________________________________________________________________
 TU0797  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU0797
 TU0797  VERT ORDER  -  SECOND    CLASS 0
 TU0797
 TU0797.The horizontal coordinates were scaled from a topographic map and have
 TU0797.an estimated accuracy of +/- 6 seconds.
 TU0797
 TU0797.The orthometric height was key entered from printed documents
 TU0797.and not key verified.
 TU0797
 TU0797.The geoid height was determined by GEOID03.
 TU0797
 TU0797;                    North         East    Units  Estimated Accuracy
 TU0797;SPC HI 4     -    32,460.      482,950.      MT  (+/- 180 meters Scaled)
 TU0797
 TU0797                          SUPERSEDED SURVEY CONTROL
 TU0797
 TU0797.No superseded survey control is available for this station.
 TU0797
 TU0797_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK313469(NAD 83)
 TU0797_MARKER: Z = SEE DESCRIPTION
 TU0797_SETTING: 0 = UNSPECIFIED SETTING
 TU0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0797
 TU0797  HISTORY     - Date     Condition        Report By
 TU0797  HISTORY     - UNK      MONUMENTED       CGS
 TU0797  HISTORY     - 1964     GOOD             NGS
 TU0797
 TU0797                          STATION DESCRIPTION
 TU0797
 TU0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0797'1.7 MI SW FROM KOKEE LODGE.
 TU0797'1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 55 FROM THE RESTAURANT AT
 TU0797'KOKEE LODGE, THENCE 0.35 MILE NORTH AND NORTHEAST ALONG AN ASPHALT
 TU0797'ROAD, THENCE 0.3 MILE NORTHEAST ALONG THE RIGHT FORK, INSIDE THE
 TU0797'S-BAND RADAR (VERLORT) AREA AT THE KOKEE INSTRUMENTATION STATION OF
 TU0797'THE PACIFIC MISSILE RANGE.  AN ELEVATION WAS ESTABLISHED ON THE
 TU0797'NORTHEAST ONE OF FOUR QUARTER-WAVE STUB ANTENNAE MOUNTED ON VAN NO.
 TU0797'312, AT THE POINT WHERE THE RADIAL ARMS BRANCH FROM THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1586 ***********************************************************************
 TU1586  DESIGNATION -  ANT
 TU1586  PID         -  TU1586
 TU1586  STATE/COUNTY-  HI/HONOLULU
 TU1586  USGS QUAD   -  KAENA (1983)
 TU1586
 TU1586                         *CURRENT SURVEY CONTROL
 TU1586  ___________________________________________________________________
 TU1586* NAD 83(1993)-  21 33 39.37623(N)    158 14 18.53173(W)     ADJUSTED  
 TU1586* LOCAL TIDAL -       405.     (meters)    1329.     (feet)  SCALED    
 TU1586  ___________________________________________________________________
 TU1586  EPOCH DATE  -        1993.62
 TU1586  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 TU1586  GEOID HEIGHT-          14.77  (meters)                     GEOID03
 TU1586
 TU1586  HORZ ORDER  -  SECOND
 TU1586
 TU1586.The horizontal coordinates were established by classical geodetic methods
 TU1586.and adjusted by the National Geodetic Survey in December 1998..
 TU1586.The horizontal coordinates are valid at the epoch date displayed above.
 TU1586.The epoch date for horizontal control is a decimal equivalence
 TU1586.of Year/Month/Day.
 TU1586
 TU1586.The orthometric height was scaled from a topographic map.
 TU1586
 TU1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1586
 TU1586.The geoid height was determined by GEOID03.
 TU1586
 TU1586;                    North         East     Units Scale Factor Converg.
 TU1586;SPC HI 3     -    43,672.866   475,299.047   MT  0.99999754   -0 05 15.5
 TU1586;UTM  04      - 2,384,422.787   578,845.998   MT  0.99967682   +0 16 47.5
 TU1586
 TU1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1586!SPC HI 3     -   0.99993403  x   0.99999754  =   0.99993157
 TU1586!UTM  04      -   0.99993403  x   0.99967682  =   0.99961087
 TU1586
 TU1586                          SUPERSEDED SURVEY CONTROL
 TU1586
 TU1586  NAD 83(1986)-  21 33 39.32499(N)    158 14 18.54385(W) AD(       ) 2
 TU1586
 TU1586.Superseded values are not recommended for survey control.
 TU1586.NGS no longer adjusts projects to the OLD HI datum.
 TU1586.See file dsdata.txt to determine how the superseded data were derived.
 TU1586
 TU1586_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7884684423(NAD 83)
 TU1586
 TU1586  HISTORY     - Date     Condition        Report By
 TU1586  HISTORY     - 1965     FIRST OBSERVED   CGS
 TU1586
 TU1586                          STATION DESCRIPTION
 TU1586
 TU1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1586'LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF MAKAHA, AT THE KAENA POINT
 TU1586'TRACKING STATION, ON THE FLAT, BUILDING-COVERED AREA IMMEDIATELY
 TU1586'EAST OF AND ABOVE THE HEADQUARTERS BUILDING.
 TU1586'
 TU1586'STATION IS THE INTERSECTION OF THE HORIZONTAL AND VERTICAL AXES OF
 TU1586'THE GLOTRAC ANTENNA.
 TU1586'
 TU1586'A LARGE, PLASTIC DOME NOW HOUSES THE ANTENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0993 ***********************************************************************
 TU0993  DESIGNATION -  ANTENNA
 TU0993  PID         -  TU0993
 TU0993  STATE/COUNTY-  HI/HONOLULU
 TU0993  USGS QUAD   -  HAUULA (1983)
 TU0993
 TU0993                         *CURRENT SURVEY CONTROL
 TU0993  ___________________________________________________________________
 TU0993* NAD 83(1993)-  21 31 15.51148(N)    157 59 49.45735(W)     ADJUSTED  
 TU0993* LOCAL TIDAL -       387.733  (meters)    1272.09   (feet)  ADJ UNCH  
 TU0993  ___________________________________________________________________
 TU0993  EPOCH DATE  -        1993.62
 TU0993  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 TU0993  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU0993
 TU0993  HORZ ORDER  -  SECOND
 TU0993  VERT ORDER  -  FIRST     CLASS II
 TU0993
 TU0993.The horizontal coordinates were established by classical geodetic methods
 TU0993.and adjusted by the National Geodetic Survey in December 1998..
 TU0993.The horizontal coordinates are valid at the epoch date displayed above.
 TU0993.The epoch date for horizontal control is a decimal equivalence
 TU0993.of Year/Month/Day.
 TU0993
 TU0993.The orthometric height was key entered from printed documents
 TU0993.and not key verified.
 TU0993
 TU0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0993
 TU0993.The geoid height was determined by GEOID03.
 TU0993
 TU0993;                    North         East     Units Scale Factor Converg.
 TU0993;SPC HI 3     -    39,229.216   500,303.407   MT  0.99999000   +0 00 03.9
 TU0993;UTM  04      - 2,380,140.709   603,871.095   MT  0.99973332   +0 22 04.6
 TU0993
 TU0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0993!SPC HI 3     -   0.99993662  x   0.99999000  =   0.99992662
 TU0993!UTM  04      -   0.99993662  x   0.99973332  =   0.99966996
 TU0993
 TU0993                          SUPERSEDED SURVEY CONTROL
 TU0993
 TU0993  NAD 83(1986)-  21 31 15.46142(N)    157 59 49.46836(W) AD(       ) 2
 TU0993  OLD HI      -  21 31 26.88050(N)    157 59 59.36317(W) AD(       ) 2
 TU0993
 TU0993.Superseded values are not recommended for survey control.
 TU0993.NGS no longer adjusts projects to the OLD HI datum.
 TU0993.See file dsdata.txt to determine how the superseded data were derived.
 TU0993
 TU0993_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0387180141(NAD 83)
 TU0993
 TU0993  HISTORY     - Date     Condition        Report By
 TU0993  HISTORY     - UNK      MONUMENTED
 TU0993  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0993  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0993
 TU0993                          STATION DESCRIPTION
 TU0993
 TU0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0993'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU0993'DESCRIPTION FOLLOWS--
 TU0993'
 TU0993'STATION IS LOCATED ABOUT 2 MILES AIRLINE NORTHEAST OF THE CENTER
 TU0993'OF WAHIAWA, ON PROPERTY OF THE U.S. NAVAL COMMUNICATIONS STATION.
 TU0993'
 TU0993'TO REACH FROM THE INTERSECTION OF CALIFORNIA AVENUE AND STATE
 TU0993'HIGHWAY 80 IN WAHIAWA, GO NORTHERLY ON STATE HIGHWAY 80 FOR
 TU0993'0.85 MILE.  TURN RIGHT AND GO 2.0 MILES ON STATE HIGHWAY 804
 TU0993'TO THE ENTRANCE TO THE U.S. NAVAL COMMUNICATIONS STATION.
 TU0993'CONTINUE AHEAD FOR 0.3 MILE.  TURN LEFT AND GO 0.55 MILE ON MIDWAY
 TU0993'DRIVE.  FORK LEFT ONTO POLARIS DRIVE AND GO 0.05 MILE TO
 TU0993'BUILDING 79 AND STATION.
 TU0993'
 TU0993'STATION MARK IS A FLAT-TOPPED, BRONZE, 2-1/2-INCH DIAMETER,
 TU0993'DISK.  IT HAS NO PRE-CAST LETTERING ON IT, BUT IS STAMPED ANTENNA
 TU0993'1962, AND IS SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU0993'MONUMENT FLUSH WITH THE GROUND.  IT IS 12 FEET WEST OF THE
 TU0993'WEST SIDE OF BUILDING 79, SET UNDER A TRANSIT ANTENNA AT THE
 TU0993'EXACT CENTER OF 4 WOODEN POLES THAT SUPPORT THE ANTENNA, AND IS
 TU0993'139.998 FEET NORTH OF STATION RADIO 1962.
 TU0993
 TU0993                          STATION RECOVERY (1969)
 TU0993
 TU0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0993'THE STATION MARK WAS RECOVERED AS DESCRIBED IN THE 1963 RECOVERY
 TU0993'NOTE AND FOUND TO BE IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
 TU0993'
 TU0993'THE STATION WAS NOT OCCUPIED AT THIS TIME BUT A TRAVERSE WAS
 TU0993'MADE TO TRIANGULATION STATION RADIO 1962.
 TU0993'
 TU0993'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0993'2 MILES NORTHEAST OF WAHIAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1570 ***********************************************************************
 TU1570  DESIGNATION -  ANTENNA 1958
 TU1570  PID         -  TU1570
 TU1570  STATE/COUNTY-  HI/HONOLULU
 TU1570  USGS QUAD   -  KAENA (1983)
 TU1570
 TU1570                         *CURRENT SURVEY CONTROL
 TU1570  ___________________________________________________________________
 TU1570* NAD 83(1993)-  21 33 39.75699(N)    158 14 19.59689(W)     ADJUSTED  
 TU1570* LOCAL TIDAL -       414.8    (meters)    1361.     (feet)  VERT ANG  
 TU1570  ___________________________________________________________________
 TU1570  EPOCH DATE  -        1993.62
 TU1570  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 TU1570  GEOID HEIGHT-          14.77  (meters)                     GEOID03
 TU1570
 TU1570  HORZ ORDER  -  THIRD
 TU1570
 TU1570.The horizontal coordinates were established by classical geodetic methods
 TU1570.and adjusted by the National Geodetic Survey in December 1998..
 TU1570.The horizontal coordinates are valid at the epoch date displayed above.
 TU1570.The epoch date for horizontal control is a decimal equivalence
 TU1570.of Year/Month/Day.
 TU1570
 TU1570.The orthometric height was determined by vertical angle observations.
 TU1570
 TU1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1570
 TU1570.The geoid height was determined by GEOID03.
 TU1570
 TU1570;                    North         East     Units Scale Factor Converg.
 TU1570;SPC HI 3     -    43,684.624   475,268.419   MT  0.99999755   -0 05 15.9
 TU1570;UTM  04      - 2,384,434.345   578,815.305   MT  0.99967676   +0 16 47.1
 TU1570
 TU1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1570!SPC HI 3     -   0.99993249  x   0.99999755  =   0.99993004
 TU1570!UTM  04      -   0.99993249  x   0.99967676  =   0.99960927
 TU1570
 TU1570:                Primary Azimuth Mark                     Grid Az
 TU1570:SPC HI 3     -  CACTUS                                   292 31 53.4
 TU1570:UTM  04      -  CACTUS                                   292 09 50.4
 TU1570
 TU1570|---------------------------------------------------------------------|
 TU1570| PID    Reference Object                     Distance      Geod. Az  |
 TU1570|                                                           dddmmss.s |
 TU1570| TU1576 CACTUS                              APPROX. 0.7 KM 2922637.5 |
 TU1570| TU1572 HILL                                422.811 METERS 3445301.9 |
 TU1570|---------------------------------------------------------------------|
 TU1570
 TU1570                          SUPERSEDED SURVEY CONTROL
 TU1570
 TU1570  NAD 83(1986)-  21 33 39.70583(N)    158 14 19.60875(W) AD(       ) 3
 TU1570  OLD HI      -  21 33 51.08980(N)    158 14 29.55740(W) AD(       ) 3
 TU1570
 TU1570.Superseded values are not recommended for survey control.
 TU1570.NGS no longer adjusts projects to the OLD HI datum.
 TU1570.See file dsdata.txt to determine how the superseded data were derived.
 TU1570
 TU1570_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7881584434(NAD 83)
 TU1570_MARKER: Z = SEE DESCRIPTION
 TU1570_SETTING: 0 = UNSPECIFIED SETTING
 TU1570
 TU1570  HISTORY     - Date     Condition        Report By
 TU1570  HISTORY     - 1958     MONUMENTED       CGS
 TU1570  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1570
 TU1570                          STATION DESCRIPTION
 TU1570
 TU1570'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1570'THE STATION IS 6.5 MILES NORTH OF WAIANAE, 3.0 MILES EAST OF THE
 TU1570'KAENA POINT LIGHTHOUSE AND ABOUT 2.8 MILES SOUTH-WEST OF THE WEST
 TU1570'END OF THE DILLINGHAM AIR FORCE BASE RUNWAY, IT IS IN THE CENTER
 TU1570'OF THE ANTENNA INSTALLATION ON KAENA POINT.
 TU1570'
 TU1570'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1570'NORTH ON THE MAIN TRAVELED ROAD FOR 6.9 MILES TO A CEMETARY ON
 TU1570'THE RIGHT AT THE END OF THE PAVEMENT, CONTINUE STRAIGHT AHEAD FOR
 TU1570'1.5 MILES TO A T-ROAD RIGHT TURN AND FOLLOW THE WINDING ROAD UP
 TU1570'THE HILL FOR 1.6 MILES TO THE TOP AND A T-INTERSECTION, TURN RIGHT
 TU1570'AND GO EAST FOR 0.4 MILE TO THE ANTENNA INSTALLATION ON THE RIGHT
 TU1570'AND THE STATION.
 TU1570'
 TU1570'THE STATION A STANDARD DISK STAMPED ANTENNA 1958, IS SET IN
 TU1570'THE CENTER OF THE SECOND FLOOR INSTALLATION, ACCESS TO THE
 TU1570'STATION IS HAD THROUGH DOOR, THIS STATION IS ENCLOSED IN A
 TU1570'CYLINDRICAL STEEL STRUCTURE AND SEES NO STATION OR REFERENCE
 TU1570'MARKS.
 TU1570'
 TU1570'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1570
 TU1570                          STATION RECOVERY (1964)
 TU1570
 TU1570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1570'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0994 ***********************************************************************
 TU0994  DESIGNATION -  ANTENNA HUB
 TU0994  PID         -  TU0994
 TU0994  STATE/COUNTY-  HI/HONOLULU
 TU0994  USGS QUAD   -  HAUULA (1983)
 TU0994
 TU0994                         *CURRENT SURVEY CONTROL
 TU0994  ___________________________________________________________________
 TU0994* NAD 83(1993)-  21 31 16.32235(N)    157 59 49.23200(W)     ADJUSTED  
 TU0994* LOCAL TIDAL -       387.921  (meters)    1272.70   (feet)  ADJ UNCH  
 TU0994  ___________________________________________________________________
 TU0994  EPOCH DATE  -        1993.62
 TU0994  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 TU0994  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU0994
 TU0994  HORZ ORDER  -  THIRD
 TU0994  VERT ORDER  -  FIRST     CLASS II
 TU0994
 TU0994.The horizontal coordinates were established by classical geodetic methods
 TU0994.and adjusted by the National Geodetic Survey in December 1998..
 TU0994.The horizontal coordinates are valid at the epoch date displayed above.
 TU0994.The epoch date for horizontal control is a decimal equivalence
 TU0994.of Year/Month/Day.
 TU0994
 TU0994.The orthometric height was key entered from printed documents
 TU0994.and not key verified.
 TU0994
 TU0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0994
 TU0994.The geoid height was determined by GEOID03.
 TU0994
 TU0994;                    North         East     Units Scale Factor Converg.
 TU0994;SPC HI 3     -    39,254.156   500,309.892   MT  0.99999000   +0 00 04.0
 TU0994;UTM  04      - 2,380,165.683   603,877.419   MT  0.99973333   +0 22 04.7
 TU0994
 TU0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0994!SPC HI 3     -   0.99993659  x   0.99999000  =   0.99992659
 TU0994!UTM  04      -   0.99993659  x   0.99973333  =   0.99966994
 TU0994
 TU0994                          SUPERSEDED SURVEY CONTROL
 TU0994
 TU0994  NAD 83(1986)-  21 31 16.27231(N)    157 59 49.24300(W) AD(       ) 4
 TU0994  OLD HI      -  21 31 27.66550(N)    157 59 59.14810(W) AD(       ) 3
 TU0994
 TU0994.Superseded values are not recommended for survey control.
 TU0994.NGS no longer adjusts projects to the OLD HI datum.
 TU0994.See file dsdata.txt to determine how the superseded data were derived.
 TU0994
 TU0994_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0387780166(NAD 83)
 TU0994
 TU0994  HISTORY     - Date     Condition        Report By
 TU0994  HISTORY     - 1962     MONUMENTED       CGS
 TU0994
 TU0994                          STATION DESCRIPTION
 TU0994
 TU0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TU0994'SEE STATION RADIO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3087 ***********************************************************************
 TU3087  DESIGNATION -  ANU
 TU3087  PID         -  TU3087
 TU3087  STATE/COUNTY-  HI/MAUI
 TU3087  USGS QUAD   -  MAALAEA (1996)
 TU3087
 TU3087                         *CURRENT SURVEY CONTROL
 TU3087  ___________________________________________________________________
 TU3087* NAD 83(1993)-  20 49 17.15346(N)    156 32 50.92647(W)     ADJUSTED  
 TU3087* LOCAL TIDAL -       905.6    (meters)    2971.     (feet)  VERT ANG  
 TU3087  ___________________________________________________________________
 TU3087  EPOCH DATE  -        1993.62
 TU3087  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 TU3087  GEOID HEIGHT-          16.62  (meters)                     GEOID03
 TU3087
 TU3087  HORZ ORDER  -  FIRST
 TU3087
 TU3087.The horizontal coordinates were established by classical geodetic methods
 TU3087.and adjusted by the National Geodetic Survey in December 1998..
 TU3087.The horizontal coordinates are valid at the epoch date displayed above.
 TU3087.The epoch date for horizontal control is a decimal equivalence
 TU3087.of Year/Month/Day.
 TU3087
 TU3087.The orthometric height was determined by vertical angle observations.
 TU3087
 TU3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3087
 TU3087.The geoid height was determined by GEOID03.
 TU3087
 TU3087;                    North         East     Units Scale Factor Converg.
 TU3087;SPC HI 2     -    54,040.909   512,406.201   MT  0.99996857   +0 02 32.5
 TU3087;UTM  04      - 2,304,327.828   755,248.107   MT  1.00040523   +0 52 20.1
 TU3087
 TU3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3087!SPC HI 2     -   0.99985507  x   0.99996857  =   0.99982364
 TU3087!UTM  04      -   0.99985507  x   1.00040523  =   1.00026024
 TU3087
 TU3087:                Primary Azimuth Mark                     Grid Az
 TU3087:SPC HI 2     -  PUU NENE SUGAR MILL S STACK              062 17 31.6
 TU3087:UTM  04      -  PUU NENE SUGAR MILL S STACK              061 27 44.0
 TU3087
 TU3087|---------------------------------------------------------------------|
 TU3087| PID    Reference Object                     Distance      Geod. Az  |
 TU3087|                                                           dddmmss.s |
 TU3087| TU2980 PUU NENE SUGAR MILL S STACK         APPROX.11.0 KM 0622004.1 |
 TU3087| CN5085 ANU RM 1                              4.537 METERS 08529     |
 TU3087| TU3086 FOREST SERVICE BDRY MON 1950         12.029 METERS 08618     |
 TU3087| CN5086 ANU RM 2                              5.713 METERS 24120     |
 TU3087|---------------------------------------------------------------------|
 TU3087
 TU3087                          SUPERSEDED SURVEY CONTROL
 TU3087
 TU3087  NAD 83(1986)-  20 49 17.11654(N)    156 32 50.90922(W) AD(       ) 1
 TU3087  OLD HI      -  20 49 28.64500(N)    156 33 01.07100(W) AD(       ) 1
 TU3087
 TU3087.Superseded values are not recommended for survey control.
 TU3087.NGS no longer adjusts projects to the OLD HI datum.
 TU3087.See file dsdata.txt to determine how the superseded data were derived.
 TU3087
 TU3087_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5524804328(NAD 83)
 TU3087_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3087_SETTING: 66 = SET IN ROCK OUTCROP
 TU3087
 TU3087  HISTORY     - Date     Condition        Report By
 TU3087  HISTORY     - 1950     MONUMENTED       CGS
 TU3087  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3087  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3087
 TU3087                          STATION DESCRIPTION
 TU3087
 TU3087'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3087'LOCATED ON THE SOUTH SIDE OF WEST MAUI, WAILUKU DISTRICT, ABOUT
 TU3087'6 MILES SOUTHWEST OF WAILUKU AND ABOUT 3.5 MILES NORTH OF
 TU3087'MC GREGOR POINT, ON THE WEST END AND HIGHEST POINT OF PUU ANU.  A
 TU3087'STANDARD DISK SET IN A BOULDER PROJECTING 8 INCHES.  STAMPED ANU
 TU3087'1949.
 TU3087'
 TU3087'REFERENCE MARK NO.1 IS WEST SOUTHWEST OF THE STATION.  A STANDARD
 TU3087'DISK SET IN A BOULDER PROJECTING 15 INCHES, STAMPED ANU NO 1 1949.
 TU3087'
 TU3087'REFERENCE MARK NO.2 IS EAST OF THE STATION.  A STANDARD DISK SET
 TU3087'IN A BOULDER FLUSH WITH THE GROUND, STAMPED ANU NO 2 1949.
 TU3087'
 TU3087'A FOREST SERVICE BOUNDARY MONUMENT WITH A 3 INCH IRON PIPE 4
 TU3087'FEET HIGH IS 39.76 FEET EAST OF THE STATION.
 TU3087'
 TU3087'TO REACH FROM THE POST OFFICE AT WAILUKU--GO WESTERLY ON LAHAINA
 TU3087'HIGHWAY FOR 7.8 MILES, TURN RIGHT THROUGH A BOARD GATE AND FOLLOW
 TU3087'TRACK ROAD NORTHERLY UP HILL FOR 2.0 MILES TO A CONCRETE WATER
 TU3087'TANK, BEAR RIGHT ON OLD ROAD, CROSS DEEP GULCH, THEN BEAR LEFT UP
 TU3087'LONG GRASSY RIDGE FOR 2.7 MILES TO WESTERLY FOOT OF PROMINENT
 TU3087'HILL.  FROM HERE PACK EASTERLY TO TOP OF HILL AND STATION.
 TU3087'
 TU3087'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 TU3087
 TU3087                          STATION RECOVERY (1961)
 TU3087
 TU3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3087'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.  ALTHOUGH NO
 TU3087'MEASUREMENTS WERE TAKEN TO THE REFERENCE MARKS, IT IS BELIEVED
 TU3087'THAT THE DIRECTIONS ARE REVERSED.  THE DISTANCES APPEAR TO BE
 TU3087'CORRECT.  DIRECTIONS FOR REACHING THE STATION ARE CORRECT.  THE
 TU3087'DRIVING TIME IS ABOUT 1 HOUR.  THE DESCRIPTION IS ADEQUATE.
 TU3087
 TU3087                          STATION RECOVERY (1969)
 TU3087
 TU3087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3087'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3087'DISCREPANCY WAS NOTED IN THE DISTANCE TO THE FOREST SERVICE
 TU3087'BOUNDARY MONUMENT, AND UPON DOUBLE-CHECKING, IT WAS FOUND THAT THE
 TU3087'1950 DISTANCE IN FEET IS CORRECT, BUT AN ERROR WAS MADE IN READING
 TU3087'OR RECORDING THE METER DISTANCE.  IT WAS ALSO FOUND THAT THE RMS
 TU3087'ARE LISTED WRONG AS TO ANGLE, IN THE BOX OF THE 1950
 TU3087'DESCRIPTION.  THE ABOVE 1969 DATA IS CORRECT.
 TU3087'
 TU3087'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF WAILUKU AND 3
 TU3087'MILES NORTHWEST OF MAALAEA HARBOR, ON THE SUMMIT OF PUU ANU, A
 TU3087'BARE-TOPPED HILL OF ABOUT 2972 FEET ELEVATION, ALONG KEALALOLOA
 TU3087'RIDGE, ABOUT 1/2-MILE NORTH OF A LARGE POWER LINE.
 TU3087'
 TU3087'TO REACH STATION FROM THE POST OFFICE IN WAILUKU, GO SOUTH ON
 TU3087'STATE HIGHWAY 30 FOR 7.0 MILES TO MAALAEA HARBOR.  CONTINUE ON THE
 TU3087'HIGHWAY FOR 0.9 MILE TO BOARD GATE ON RIGHT.  PASS THROUGH GATE AND
 TU3087'GO UP OLD TRACK ROAD FOR 4.4 MILES TO BASE OF HILL.  PACK
 TU3087'UPHILL ABOUT 100 YARDS TO STATION.
 TU3087'
 TU3087'STATION MARK IS A STANDARD DISK STAMPED ANU 1949, CEMENTED IN A
 TU3087'DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS 1 FOOT FROM GROUND.
 TU3087'
 TU3087'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ANU NO 1
 TU3087'1949, CEMENTED IN A DRILL HOLE IN A FLAT BEDROCK OUTCROP PROJECTING
 TU3087'1 FOOT FROM GROUND, AND IS 6 INCHES LOWER THAN STATION MARK.
 TU3087'
 TU3087'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ANU NO 2
 TU3087'1949, CEMENTED IN A DRILL HOLE IN A 2-FOOT BEDROCK OUTCROP
 TU3087'PROJECTING 1 FOOT FROM GROUND, AND IS 16 INCHES LOWER THAN STATION
 TU3087'MARK.
 TU3087'
 TU3087'FOREST SERVICE BOUNDARY MONUMENT IS A BADLY-RUSTED,
 TU3087'3-INCH-DIAMETER, IRON PIPE THAT PROJECTS 3-1/2 FEET FROM GROUND AND
 TU3087'HAS A SMALL CAIRN BUILT AROUND THE BOTTOM.  TOP OF PIPE IS AT SAME
 TU3087'ELEVATION AS STATION MARK.
 TU3087'
 TU3087'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2676 ***********************************************************************
 TU2676  DESIGNATION -  ANUENUE 1913
 TU2676  PID         -  TU2676
 TU2676  STATE/COUNTY-  HI/HAWAII
 TU2676  USGS QUAD   -  KUKUIHAELE (1995)
 TU2676
 TU2676                         *CURRENT SURVEY CONTROL
 TU2676  ___________________________________________________________________
 TU2676* NAD 83(1993)-  20 05 27.17215(N)    155 31 58.97102(W)     ADJUSTED  
 TU2676* LOCAL TIDAL -       490.9    (meters)    1611.     (feet)  VERT ANG  
 TU2676  ___________________________________________________________________
 TU2676  EPOCH DATE  -        1993.62
 TU2676  LAPLACE CORR-          -7.51  (seconds)                    DEFLEC99
 TU2676  GEOID HEIGHT-          20.74  (meters)                     GEOID03
 TU2676
 TU2676  HORZ ORDER  -  SECOND
 TU2676
 TU2676.The horizontal coordinates were established by classical geodetic methods
 TU2676.and adjusted by the National Geodetic Survey in December 1998..
 TU2676.The horizontal coordinates are valid at the epoch date displayed above.
 TU2676.The epoch date for horizontal control is a decimal equivalence
 TU2676.of Year/Month/Day.
 TU2676
 TU2676.The orthometric height was determined by vertical angle observations.
 TU2676
 TU2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2676
 TU2676.The geoid height was determined by GEOID03.
 TU2676
 TU2676;                    North         East     Units Scale Factor Converg.
 TU2676;SPC HI 1     -   139,203.335   496,543.779   MT  0.99996681   -0 00 40.9
 TU2676;UTM  05      - 2,223,550.529   235,116.013   MT  1.00046728   -0 52 14.3
 TU2676
 TU2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2676!SPC HI 1     -   0.99991958  x   0.99996681  =   0.99988640
 TU2676!UTM  05      -   0.99991958  x   1.00046728  =   1.00038682
 TU2676
 TU2676:                Primary Azimuth Mark                     Grid Az
 TU2676:SPC HI 1     -  KUKUIHAELE LANDNG PAC MILL STK           325 36 40.7
 TU2676:UTM  05      -  KUKUIHAELE LANDNG PAC MILL STK           326 28 14.1
 TU2676
 TU2676|---------------------------------------------------------------------|
 TU2676| PID    Reference Object                     Distance      Geod. Az  |
 TU2676|                                                           dddmmss.s |
 TU2676| TU2669 KUKUIHAELE LANDNG PAC MILL STK      APPROX. 4.8 KM 3253559.8 |
 TU2676|---------------------------------------------------------------------|
 TU2676
 TU2676                          SUPERSEDED SURVEY CONTROL
 TU2676
 TU2676  NAD 83(1986)-  20 05 27.15991(N)    155 31 58.96872(W) AD(       ) 2
 TU2676  OLD HI      -  20 05 38.18800(N)    155 32 08.97400(W) AD(       ) 2
 TU2676
 TU2676.Superseded values are not recommended for survey control.
 TU2676.NGS no longer adjusts projects to the OLD HI datum.
 TU2676.See file dsdata.txt to determine how the superseded data were derived.
 TU2676
 TU2676_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3511623551(NAD 83)
 TU2676
 TU2676  HISTORY     - Date     Condition        Report By
 TU2676  HISTORY     - 1913     MONUMENTED       CGS
 TU2676  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2676  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU2676  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2676  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2676
 TU2676                          STATION DESCRIPTION
 TU2676
 TU2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2676'NEAR THE NORTHERN COAST OF HAWAII, IN NORTHERN HAMAKUA, IN THE
 TU2676'LAND OF AUHUHU, ADJOINING KAPULENA, ON HIGHEST POINT OF A
 TU2676'WELL-DEFINED STEEP HILL, 1 MILE ABOVE THE GOVERNMENT ROAD
 TU2676'BETWEEN HONOKAA AND KUKUIHAELE POST OFFICES, AND 2-3/4 MILES
 TU2676'FROM THE LATTER.  THIS WOODED HILL IS THE MOST NORTHERLY OF ALL
 TU2676'THE WOODED AREA, JUTTING OUT CONSPICUOUSLY FROM THE DENSE
 TU2676'GROWTH BEHIND, TO THE SOUTHWARD.  FROM THE HILL HONOKAA STACK
 TU2676'BEARS N. 76 DEG E.  AND KUKUIHAELE STACK, N. 46 DEG
 TU2676'W.  STATION REACHED FROM CAMP 12 WHICH IS DIRECTLY ON
 TU2676'GOVERNMENT ROAD BY GOING MAUKA (INLAND) TOWARD THE WOODED
 TU2676'TOP WHICH SHOWS AGAINST THE SKY LINE AND IS THE HIGHEST
 TU2676'POINT SEEN.  THE STATION HILL IS IMMEDIATELY BEHIND THIS
 TU2676'HILL, BEING PART OF IT, SLIGHTLY HIGHER.  STATION MARKED BY
 TU2676'CONCRETE POST EVIDENTLY CAST IN MOLD OF CORRUGATED ROOF
 TU2676'IRON, ABOUT 1 FOOT IN DIAMETER, AND HAVING A UNITED STATES
 TU2676'GEOLOGICAL SURVEY PLATE IN CENTER.  IT IS COVERED BY A
 TU2676'CAIRN OF STONES 3 FEET HIGH.
 TU2676
 TU2676                          STATION RECOVERY (1932)
 TU2676
 TU2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU2676'STATION NOT VISITED BUT SIGNALS ERECTED BY HAWAIIAN GOVERNMENT
 TU2676'SURVEY PLAINLY VISIBLE.
 TU2676
 TU2676                          STATION RECOVERY (1948)
 TU2676
 TU2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2676'THE STATION WAS RECOVERED AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS--
 TU2676'
 TU2676'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, BRUSH COVERED,
 TU2676'KNOLL, ABOUT 5-1/2 MILES WEST NORTHWEST OF HONOKAA, ABOUT
 TU2676'4-1/2 MILES EAST SOUTHEAST OF THE MOUTH OF WAIPIO CANYON, ABOUT
 TU2676'2 MILES SOUTHWEST OF THE EAST SHORE OF THE ISLAND AND ABOUT 0.1
 TU2676'MILE EAST SOUTHEAST OF A PLANTATION HOUSE.
 TU2676'
 TU2676'TO REACH FROM THE POST OFFICE IN HONOKAA.  GO NORTH AND WEST
 TU2676'ON ROAD WHICH LEADS TOWARD KUKUIHAELE FOR 5.0 MILES.  TURN LEFT
 TU2676'AND GO WESTERLY, ON A DIRT ROAD, FOR 0.3 MILE.  CROSS OVER AN
 TU2676'IRRIGATION DITCH AND CONTINUE WESTERLY, THROUGH THE CANE
 TU2676'FIELDS, FOR 0.1 MILE.  TAKE THE LEFT HAND FORK AND GO SOUTH
 TU2676'AND WEST FOR 0.3 MILE.  TAKE THE LEFT HAND FORK AND FOLLOW THE
 TU2676'MAIN TRAVELED ROAD WESTERLY FOR 0.1 MILE TO THE END OF TRUCK
 TU2676'TRAVEL AT A PLANTATION HOUSE.  THEN PACK EAST SOUTHEAST FOR
 TU2676'ABOUT 200 YARDS TO THE HIGH GROUND AND THE STATION.  HIGH
 TU2676'TIMBERED RIDGES LIE ABOUT 0.5 MILE WEST OF THE STATION.
 TU2676'
 TU2676'THE STATION IS U.S. GEOLOGICAL SURVEY DISK SET IN CONCRETE
 TU2676'AND IS SURROUNDED BY A SLAB OF CONCRETE WHICH IS ABOUT 6 FEET
 TU2676'ON EACH SIDE AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND.  A
 TU2676'CONCRETE FRUSTUM OF A PYRAMID WITH A 2-1/2 INCH IRON PIPE IN
 TU2676'ITS CENTER IS CENTERED OVER THE STATION.
 TU2676'
 TU2676'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED
 TU2676'BY A.O. BURKLAND IN DECEMBER 1911.  REMARKED BY BRONZE TABLET
 TU2676'CENTERED OVER MARK IN ORIGINAL ROCK MARKING STATION.  STAMPED
 TU2676'ELEV. 1608 V.A.
 TU2676
 TU2676                          STATION RECOVERY (1966)
 TU2676
 TU2676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2676'STATION WAS RECOVERED IN GOOD CONDITION.  THE KNOLL HAS BEEN
 TU2676'CLEARED AND NOW HAS SUGAR CANE PLANTED ON IT.  A COMPLETE
 TU2676'DESCRIPTION FOLLOWS--
 TU2676'
 TU2676'STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF HONOKAA AND 3
 TU2676'MILES SOUTHEAST OF KUKUIHAELE, ALONG THE NORTH BOUNDARY OF THE
 TU2676'HAMAKUA FOREST RESERVE, AT ABOUT 1611 FEET ELEVATION, ON THE
 TU2676'HIGHEST POINT OF A KNOLL IN A CANE FIELD, OVERLOOKING A QUARRY
 TU2676'TO THE NORTH, AND ABOUT 450 FEET SOUTH OF A MACADAM ROAD.  THERE
 TU2676'ARE A FEW SMALL IRONWOOD TREES ABOUT 8 FEET TALL BY THE
 TU2676'STATION.
 TU2676'
 TU2676'TO REACH STATION FROM THE POST OFFICE IN HONOKAA, GO
 TU2676'WEST ON MAMANE ST. AND CONTINUE ON THE ROAD TOWARDS WAIPIO
 TU2676'FOR 2.4 MILES TO CROSSROAD.  TURN LEFT AND GO 0.6 MILE TO
 TU2676'FORK.  TAKE RIGHT FORK AND GO 0.25 MILE TO MACADAM LANDING
 TU2676'STRIP ON RIGHT.  CONTINUE AHEAD FOR 2.4 MILES TO QUARRY ON
 TU2676'LEFT, AND END OF TRUCK TRAVEL.  PACK SOUTH UP AROUND QUARRY AND
 TU2676'ALONG EDGE OF CANE FIELD ON EAST SIDE OF THE BLUFF TO TOP OF
 TU2676'HILL AND STATION.
 TU2676'
 TU2676'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 1608,
 TU2676'SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT.  A
 TU2676'TYPE B-1 SIGNAL IS CENTERED OVER THE MARK, WITH THE
 TU2676'6-FOOT-SQUARE, CONCRETE PLATFORM PROJECTING 1 FOOT ABOVE
 TU2676'GROUND.  A RED AND WHITE METAL TARGET EXTENDS 9 FEET ABOVE
 TU2676'PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0440 ***********************************************************************
 TU0440  DESIGNATION -  AP 1956 STA A
 TU0440  PID         -  TU0440
 TU0440  STATE/COUNTY-  HI/HONOLULU
 TU0440  USGS QUAD   -  PEARL HARBOR (1983)
 TU0440
 TU0440                         *CURRENT SURVEY CONTROL
 TU0440  ___________________________________________________________________
 TU0440* NAD 83(1986)-  21 19 29.     (N)    157 54 17.     (W)     SCALED    
 TU0440* LOCAL TIDAL -         1.952  (meters)       6.40   (feet)  ADJ UNCH  
 TU0440  ___________________________________________________________________
 TU0440  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0440
 TU0440  VERT ORDER  -  SECOND    CLASS 0
 TU0440
 TU0440.This mark is at Honolulu International Airport  (HNL)
 TU0440
 TU0440.The horizontal coordinates were scaled from a topographic map and have
 TU0440.an estimated accuracy of +/- 6 seconds.
 TU0440
 TU0440.The orthometric height was key entered from printed documents
 TU0440.and not key verified.
 TU0440
 TU0440.The geoid height was determined by GEOID03.
 TU0440
 TU0440;                    North         East    Units  Estimated Accuracy
 TU0440;SPC HI 3     -    17,500.      509,880.      MT  (+/- 180 meters Scaled)
 TU0440
 TU0440                          SUPERSEDED SURVEY CONTROL
 TU0440
 TU0440.No superseded survey control is available for this station.
 TU0440
 TU0440_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ135584(NAD 83)
 TU0440_MARKER: DT = TOPOGRAPHIC STATION DISK
 TU0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0440_STAMPING: AP 1956 STA A
 TU0440_MARK LOGO: CGS   
 TU0440_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0440+STABILITY: SURFACE MOTION
 TU0440
 TU0440  HISTORY     - Date     Condition        Report By
 TU0440  HISTORY     - 1956     MONUMENTED       CGS
 TU0440  HISTORY     - 1969     GOOD             NGS
 TU0440  HISTORY     - 1969     GOOD             NGS
 TU0440  HISTORY     - 19940122 GOOD             NGS
 TU0440
 TU0440                          STATION DESCRIPTION
 TU0440
 TU0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0440'3.1 MI WNW FROM HONOLULU.
 TU0440'THIS MARK IS LOCATED AT THE HONOLULU INTERNATIONAL AIRPORT AT THE
 TU0440'SOUTHEAST END OF RUNWAY 8-26.  IT IS AT THE SOUTHEAST CORNER OF THE
 TU0440'PAVING AT THE END OF THE OVERRUN OF RUNWAY END 26.  IT IS A STANDARD
 TU0440'TOPOGRAPHIC DISK SET IN CONCRETE AND STAMPED.  AP 1956 STA A.
 TU0440
 TU0440                          STATION RECOVERY (1969)
 TU0440
 TU0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0440'RECOVERED IN GOOD CONDITION.
 TU0440
 TU0440                          STATION RECOVERY (1994)
 TU0440
 TU0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU0440'THE STATION IS LOCATED AT THE SE CORNER OF THE OVERRUN AT RWY END 26
 TU0440'R.  IT IS 6.0 FEET (1.8 M) SE OF THE EXTREME SOUTH CORNER OF THE
 TU0440'OVERRUN, 5.2 FEET (1.6 M) SE OF THE EXTREME E CORNER OF THE OVERRUN
 TU0440'AND 24.4 FEET (7.4 M) NW OF THE SOUTHERN MOST 1 OF 3 OLD THRESHOLD
 TU0440'LIGHTS.  THE MARK IS A STANDARD CGS TOPO DISK STAMPED AP 1956 STA A
 TU0440'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0026 ***********************************************************************
 TU0026  DESIGNATION -  AP STA A
 TU0026  PID         -  TU0026
 TU0026  STATE/COUNTY-  HI/HAWAII
 TU0026  USGS QUAD   -  HILO (1995)
 TU0026
 TU0026                         *CURRENT SURVEY CONTROL
 TU0026  ___________________________________________________________________
 TU0026* NAD 83(1993)-  19 43 18.43965(N)    155 03 41.88567(W)     ADJUSTED  
 TU0026* LOCAL TIDAL -         7.279  (meters)      23.88   (feet)  ADJ UNCH  
 TU0026  ___________________________________________________________________
 TU0026  EPOCH DATE  -        1993.62
 TU0026  LAPLACE CORR-         -17.31  (seconds)                    DEFLEC99
 TU0026  GEOID HEIGHT-          17.80  (meters)                     GEOID03
 TU0026
 TU0026  HORZ ORDER  -  SECOND
 TU0026  VERT ORDER  -  SECOND    CLASS 0
 TU0026
 TU0026.This mark is at Hilo International Airport (ITO)
 TU0026
 TU0026.The horizontal coordinates were established by classical geodetic methods
 TU0026.and adjusted by the National Geodetic Survey in December 1998..
 TU0026.The horizontal coordinates are valid at the epoch date displayed above.
 TU0026.The epoch date for horizontal control is a decimal equivalence
 TU0026.of Year/Month/Day.
 TU0026
 TU0026.The orthometric height was key entered from printed documents
 TU0026.and not key verified.
 TU0026
 TU0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0026
 TU0026.The geoid height was determined by GEOID03.
 TU0026
 TU0026;                    North         East     Units Scale Factor Converg.
 TU0026;SPC HI 1     -    98,403.999   545,952.501   MT  0.99999276   +0 08 52.5
 TU0026;UTM  05      - 2,182,007.133   283,929.609   MT  1.00017709   -0 41 45.5
 TU0026
 TU0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0026!SPC HI 1     -   0.99999606  x   0.99999276  =   0.99998882
 TU0026!UTM  05      -   0.99999606  x   1.00017709  =   1.00017315
 TU0026
 TU0026:                Primary Azimuth Mark                     Grid Az
 TU0026:SPC HI 1     -  LYMAN                                    083 17 53.0
 TU0026:UTM  05      -  LYMAN                                    084 08 31.0
 TU0026
 TU0026|---------------------------------------------------------------------|
 TU0026| PID    Reference Object                     Distance      Geod. Az  |
 TU0026|                                                           dddmmss.s |
 TU0026| TU2250 LYMAN                               APPROX. 0.7 KM 0832645.5 |
 TU0026| TU2248 GEN LYMAN FLD AP ST A PT             19.149 METERS 13034     |
 TU0026|---------------------------------------------------------------------|
 TU0026
 TU0026                          SUPERSEDED SURVEY CONTROL
 TU0026
 TU0026  NAD 83(1986)-  19 43 18.40647(N)    155 03 41.90484(W) AD(       ) 2
 TU0026  OLD HI      -  19 43 29.34800(N)    155 03 51.87300(W) AD(       ) 2
 TU0026
 TU0026.Superseded values are not recommended for survey control.
 TU0026.NGS no longer adjusts projects to the OLD HI datum.
 TU0026.See file dsdata.txt to determine how the superseded data were derived.
 TU0026
 TU0026_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8393082007(NAD 83)
 TU0026_MARKER: DT = TOPOGRAPHIC STATION DISK
 TU0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0026_SP_SET: CONCRETE BOX
 TU0026_STAMPING: AP 1962 STA A
 TU0026_MARK LOGO: CGS   
 TU0026_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0026+STABILITY: SURFACE MOTION
 TU0026
 TU0026  HISTORY     - Date     Condition        Report By
 TU0026  HISTORY     - 1962     MONUMENTED       CGS
 TU0026  HISTORY     - 1966     GOOD             NGS
 TU0026  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU0026  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU0026  HISTORY     - 1978     GOOD             USGS
 TU0026  HISTORY     - 19940408 GOOD             NGS
 TU0026
 TU0026                          STATION DESCRIPTION
 TU0026
 TU0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU0026'THE STATION IS SET ON THE NORTH SIDE OF RUNWAY 8-26, AT THE WEST
 TU0026'END OF THE RUNWAY, AT THE EDGE OF THE ASPHALT PARKING AREA ON
 TU0026'THE NORTH SIDE OF THE RUNWAY, 52 FEET NORTH OF THE EDGE OF THE
 TU0026'RUNWAY, AND 50 FEET NORTH OF THE ROW OF RUNWAY LIGHTS ALONG
 TU0026'THE NORTH SIDE OF THE RUNWAY.
 TU0026'
 TU0026'IT IS A STANDARD TOPOGRAPHIC DISK STAMPED AP STA A 1962 SET IN
 TU0026'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH THE
 TU0026'GROUND AND THE ASPHALT PAVING.
 TU0026
 TU0026                          STATION RECOVERY (1966)
 TU0026
 TU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0026'2 MI E FROM HILO.
 TU0026'LOCATED AT LYMAN FIELD, AT NORTH SIDE OF RUNWAY 8-26, AT ORIGINAL WEST
 TU0026'END OF THE RUNWAY (NOW END OF OVERRUN).  52 FEET NORTH OF EDGE OF
 TU0026'RUNWAY, 2-1/2 FEET NORTHEAST OF A PIPE CAP PROJECTING 3 INCHES FROM
 TU0026'MACADAM SURFACE, 50 FEET SOUTH OF A 3-FOOT-SQUARE IRON PLATE ON A
 TU0026'CONCRETE BOX FLUSH WITH GROUND, 83 YARDS SOUTH OF A GATE IN THE
 TU0026'AIRPORT BOUNDARY FENCE, AND SET IN CONCRETE FLUSH WITH MACADAM
 TU0026'SURFACE.
 TU0026
 TU0026                          STATION RECOVERY (1975)
 TU0026
 TU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU0026'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU0026'1962.  THE MARK IS SET FLUSH AND GRASS HAS GROWN OVER
 TU0026'IT.  PERMISSION TO VISIT THE STATION SITE MUST BE OBTAINED
 TU0026'FROM THE AIRPORT MANAGER.
 TU0026'
 TU0026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0026'AT HILO.
 TU0026
 TU0026                          STATION RECOVERY (1977)
 TU0026
 TU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU0026'THE STATION WAS FOUND AS DESCRIBED IN 1962.  THE STATION MARK WAS
 TU0026'FOUND TO BE IN GOOD CONDITION.
 TU0026'
 TU0026'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU0026'
 TU0026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0026'NORTH SIDE OF RUNWAY 8-26 IN HILO.
 TU0026
 TU0026                          STATION RECOVERY (1978)
 TU0026
 TU0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TU0026'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 TU0026
 TU0026                          STATION RECOVERY (1994)
 TU0026
 TU0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU0026'THE STATION IS LOCATED 152 FEET (46.3 M) NORTH OF THE OLD CENTERLINE
 TU0026'END OF RUNWAY 8.  IT IS SET JUST OUTSIDE THE EDGE OF THE PAVING.  A
 TU0026'STANDARD TOPOGRAPHIC DISK STAMPED AP 1962 STA A SET IN THE TOP OF A
 TU0026'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0441 ***********************************************************************
 TU0441  DESIGNATION -  AP STA A 2
 TU0441  PID         -  TU0441
 TU0441  STATE/COUNTY-  HI/HONOLULU
 TU0441  USGS QUAD   -  PEARL HARBOR (1983)
 TU0441
 TU0441                         *CURRENT SURVEY CONTROL
 TU0441  ___________________________________________________________________
 TU0441* NAD 83(1986)-  21 19 28.     (N)    157 54 16.     (W)     SCALED    
 TU0441* LOCAL TIDAL -         1.839  (meters)       6.03   (feet)  ADJ UNCH  
 TU0441  ___________________________________________________________________
 TU0441  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0441
 TU0441  VERT ORDER  -  SECOND    CLASS 0
 TU0441
 TU0441.This mark is at Honolulu International Airport  (HNL)
 TU0441
 TU0441.The horizontal coordinates were scaled from a topographic map and have
 TU0441.an estimated accuracy of +/- 6 seconds.
 TU0441
 TU0441.The orthometric height was key entered from printed documents
 TU0441.and not key verified.
 TU0441
 TU0441.The geoid height was determined by GEOID03.
 TU0441
 TU0441;                    North         East    Units  Estimated Accuracy
 TU0441;SPC HI 3     -    17,470.      509,910.      MT  (+/- 180 meters Scaled)
 TU0441
 TU0441                          SUPERSEDED SURVEY CONTROL
 TU0441
 TU0441.No superseded survey control is available for this station.
 TU0441
 TU0441_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ136584(NAD 83)
 TU0441_MARKER: DT = TOPOGRAPHIC STATION DISK
 TU0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0441_STAMPING: AP 1966 STA A2
 TU0441_MARK LOGO: CGS   
 TU0441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0441+STABILITY: SURFACE MOTION
 TU0441
 TU0441  HISTORY     - Date     Condition        Report By
 TU0441  HISTORY     - 1966     MONUMENTED       CGS
 TU0441  HISTORY     - 1966     GOOD             NGS
 TU0441  HISTORY     - 19940122 GOOD             NGS
 TU0441
 TU0441                          STATION DESCRIPTION
 TU0441
 TU0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0441'3.1 MI WNW FROM HONOLULU.
 TU0441'THE DISK IS SET IN A CONCRETE MONUMENT AT THE EAST END OF RUNWAY 26 AT
 TU0441'THE HONOLULU INTERNATIONAL AIRPORT.  IT IS 170.3 FEET SOUTH OF THE
 TU0441'SOUTHEAST CORNER OF THE APRON ON LINE WITH THE EAST EDGE OF THE APRON
 TU0441'AND 42 1/2 FEET WEST OF A SMALL RED AND WHITE CHECKERED BUILDING ON
 TU0441'LINE WITH THE NORTH FENCE LINE SURROUNDING THE SMALL BUILDING.
 TU0441
 TU0441                          STATION RECOVERY (1994)
 TU0441
 TU0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU0441'THE STATION IS LOCATED NEAR THE END OF THE OVERRUN AT RUNWAY END 26R.
 TU0441'IT IS 51.6 FEET (15.7 M) NW OF THE SW CORNER OF THE ILS-LO BLDG, 43.2
 TU0441'FEET (13.2 M) NW OF THE NW CORNER OF THE ILS-LO BLDG, AND 170.7 FEET
 TU0441'(52.0 M) SOUTH OF THE SE CORNER OF THE OVERRUN.  THE MARK IS A
 TU0441'STANDARD CGS TOPO DISK STAMPED AP 1966 STA A2, SET IN THE TOP OF A
 TU0441'ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2328 ***********************************************************************
 TU2328  DESIGNATION -  APAKUIE 1877
 TU2328  PID         -  TU2328
 TU2328  STATE/COUNTY-  HI/HAWAII
 TU2328  USGS QUAD   -  UMIKOA (1982)
 TU2328
 TU2328                         *CURRENT SURVEY CONTROL
 TU2328  ___________________________________________________________________
 TU2328* NAD 83(1993)-  19 55 57.10853(N)    155 25 48.30830(W)     ADJUSTED  
 TU2328* LOCAL TIDAL -      1784.     (meters)    5853.     (feet)  SCALED    
 TU2328  ___________________________________________________________________
 TU2328  EPOCH DATE  -        1993.62
 TU2328  LAPLACE CORR-          -8.70  (seconds)                    DEFLEC99
 TU2328  GEOID HEIGHT-          23.92  (meters)                     GEOID03
 TU2328
 TU2328  HORZ ORDER  -  THIRD
 TU2328
 TU2328.The horizontal coordinates were established by classical geodetic methods
 TU2328.and adjusted by the National Geodetic Survey in December 1998..
 TU2328.The horizontal coordinates are valid at the epoch date displayed above.
 TU2328.The epoch date for horizontal control is a decimal equivalence
 TU2328.of Year/Month/Day.
 TU2328
 TU2328.The orthometric height was scaled from a topographic map.
 TU2328
 TU2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2328
 TU2328.The geoid height was determined by GEOID03.
 TU2328
 TU2328;                    North         East     Units Scale Factor Converg.
 TU2328;SPC HI 1     -   121,674.941   507,319.204   MT  0.99996733   +0 01 25.8
 TU2328;UTM  05      - 2,205,854.859   245,633.272   MT  1.00039979   -0 49 44.0
 TU2328
 TU2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2328!SPC HI 1     -   0.99971589  x   0.99996733  =   0.99968323
 TU2328!UTM  05      -   0.99971589  x   1.00039979  =   1.00011557
 TU2328
 TU2328:                Primary Azimuth Mark                     Grid Az
 TU2328:SPC HI 1     -  KIHE                                     132 34 51.4
 TU2328:UTM  05      -  KIHE                                     133 26 01.2
 TU2328
 TU2328|---------------------------------------------------------------------|
 TU2328| PID    Reference Object                     Distance      Geod. Az  |
 TU2328|                                                           dddmmss.s |
 TU2328| TU2326 KIHE                                APPROX. 5.4 KM 1323617.2 |
 TU2328| TU2329 KOLE N                              APPROX. 5.7 KM 2003221.1 |
 TU2328|---------------------------------------------------------------------|
 TU2328
 TU2328                          SUPERSEDED SURVEY CONTROL
 TU2328
 TU2328  NAD 83(1986)-  19 55 57.08408(N)    155 25 48.32211(W) AD(       ) 3
 TU2328  OLD HI      -  19 56 08.82500(N)    155 25 58.20500(W) AD(       ) 3
 TU2328
 TU2328.Superseded values are not recommended for survey control.
 TU2328.NGS no longer adjusts projects to the OLD HI datum.
 TU2328.See file dsdata.txt to determine how the superseded data were derived.
 TU2328
 TU2328_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4563305855(NAD 83)
 TU2328
 TU2328  HISTORY     - Date     Condition        Report By
 TU2328  HISTORY     - 1877     MONUMENTED       HIGS
 TU2328
 TU2328                          STATION DESCRIPTION
 TU2328
 TU2328'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2328'IN NORTHERN PART OF HAWAII, ON THE NORTHEASTERN SLOPE OF MAUNA
 TU2328'KEA, ON THE WESTERN SUMMIT OF PEAK CALLED APAKUIE.  MARKED BY A
 TU2328'TIN CAN BURIED AT THE INTERSECTION OF THREE ROWS OF STONES SUNK
 TU2328'IN THE GROUND.  A TRIANGLE CUT IN THE ROCK ON HOLUOKAWAI CAVE
 TU2328'BEARS 115 DEG 20 MIN (MAGNETIC), DISTANT 910 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3260 ***********************************************************************
 TU3260  DESIGNATION -  APPLE 1931
 TU3260  PID         -  TU3260
 TU3260  STATE/COUNTY-  HI/MAUI
 TU3260  USGS QUAD   -  
 TU3260
 TU3260                         *CURRENT SURVEY CONTROL
 TU3260  ___________________________________________________________________
 TU3260* NAD 83(1993)-  20 53 04.18811(N)    157 02 29.59320(W)     ADJUSTED  
 TU3260* LOCAL TIDAL -       184.6    (meters)     606.     (feet)  VERT ANG  
 TU3260  ___________________________________________________________________
 TU3260  EPOCH DATE  -        1993.62
 TU3260  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 TU3260  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU3260
 TU3260  HORZ ORDER  -  THIRD
 TU3260
 TU3260.The horizontal coordinates were established by classical geodetic methods
 TU3260.and adjusted by the National Geodetic Survey in December 1998..
 TU3260.The horizontal coordinates are valid at the epoch date displayed above.
 TU3260.The epoch date for horizontal control is a decimal equivalence
 TU3260.of Year/Month/Day.
 TU3260
 TU3260.The orthometric height was determined by vertical angle observations.
 TU3260
 TU3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3260
 TU3260.The geoid height was determined by GEOID03.
 TU3260
 TU3260;                    North         East     Units Scale Factor Converg.
 TU3260;SPC HI 2     -    61,063.850   460,994.033   MT  0.99998546   -0 08 01.1
 TU3260;UTM  04      - 2,310,606.203   703,724.968   MT  1.00011293   +0 41 54.2
 TU3260
 TU3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3260!SPC HI 2     -   0.99996855  x   0.99998546  =   0.99995401
 TU3260!UTM  04      -   0.99996855  x   1.00011293  =   1.00008147
 TU3260
 TU3260:                Primary Azimuth Mark                     Grid Az
 TU3260:SPC HI 2     -  PINE 1931                                181 11 16.8
 TU3260:UTM  04      -  PINE 1931                                180 21 21.5
 TU3260
 TU3260|---------------------------------------------------------------------|
 TU3260| PID    Reference Object                     Distance      Geod. Az  |
 TU3260|                                                           dddmmss.s |
 TU3260| TU3261 PINE 1931                           APPROX. 1.1 KM 1810315.7 |
 TU3260| TU3265 CAIRN                               APPROX. 1.2 KM 3084650.0 |
 TU3260| TU3264 FLAG                                APPROX. 1.7 KM 3323935.9 |
 TU3260|---------------------------------------------------------------------|
 TU3260
 TU3260                          SUPERSEDED SURVEY CONTROL
 TU3260
 TU3260  NAD 83(1986)-  20 53 04.14583(N)    157 02 29.55435(W) AD(       ) 3
 TU3260  OLD HI      -  20 53 15.58800(N)    157 02 39.61100(W) AD(       ) 3
 TU3260
 TU3260.Superseded values are not recommended for survey control.
 TU3260.NGS no longer adjusts projects to the OLD HI datum.
 TU3260.See file dsdata.txt to determine how the superseded data were derived.
 TU3260
 TU3260_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0372510606(NAD 83)
 TU3260_MARKER: Z = SEE DESCRIPTION
 TU3260_SETTING: 0 = UNSPECIFIED SETTING
 TU3260
 TU3260  HISTORY     - Date     Condition        Report By
 TU3260  HISTORY     - 1931     MONUMENTED       CGS
 TU3260  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3260
 TU3260                          STATION DESCRIPTION
 TU3260
 TU3260'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3260'STATION IS ON THE NW PART OF LANAI ISLAND, ABOUT 1 MI. E OF THE
 TU3260'BEACH, AND IN THE CENTER OF A PROMINENT 637-FT. KNOLL.  IT IS
 TU3260'MARKED BY A STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE
 TU3260'BOULDER.  THE BOULDER IS THE CENTER ONE OF A CIRCULAR GROUP OF
 TU3260'LARGE BOULDERS.
 TU3260'
 TU3260'NO REFERENCE MARKS WERE ESTABLISHED.
 TU3260
 TU3260                          STATION RECOVERY (1962)
 TU3260
 TU3260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3260'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU3260'DESCRIPTION FOLLOWS.
 TU3260'
 TU3260'STATION IS LOCATED ABOUT 9 MILES AIRLINE WEST-NORTHWEST OF LANAI
 TU3260'CITY AND 1 MILE EAST-NORTHEAST OF KALAEAHOLE POINT, ON A ROCKY RISE
 TU3260'OF ABOUT 637 FEET ELEVATION, ALONG THE SOUTH SIDE OF A TRACK ROAD.
 TU3260'
 TU3260'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3260'FOR 0.05 MILE.  TURN LEFT AND GO 0.15 MILE.  TURN RIGHT AND GO
 TU3260'NORTHWEST FOR 0.5 MILE TO END OF PAVED ROAD.  CONTINUE, ON GRADED
 TU3260'ROAD, FOR 0.8 MILE TO CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD
 TU3260'THROUGH PINEAPPLE FIELDS FOR 3.1 MILES TO END OF FIELDS.
 TU3260'CONTINUE AHEAD FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH
 TU3260'IRONWOOD TREES FOR 0.85 MILE TO FORK.  TAKE LEFT FORK AND GO 2.5
 TU3260'MILES TO FORK ON GRASSY FLAT.  TAKE LEFT FORK AND GO 2.65 MILES
 TU3260'TO FORK ON SMALL RED FLAT.  TAKE LEFT FORK AND GO 0.9 MILE TO
 TU3260'STATION ON RISE ON LEFT.
 TU3260'
 TU3260'STATION MARK IS A STANDARD DISK STAMPED APPLE 1931, CEMENTED IN A
 TU3260'DRILL HOLE IN A LARGE BOULDER NEAR THE CENTER OF A GROUP OF
 TU3260'BOULDERS.  IT IS 30 YARDS SOUTH OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3294 ***********************************************************************
 TU3294  DESIGNATION -  APUU
 TU3294  PID         -  TU3294
 TU3294  STATE/COUNTY-  HI/MAUI
 TU3294  USGS QUAD   -  
 TU3294
 TU3294                         *CURRENT SURVEY CONTROL
 TU3294  ___________________________________________________________________
 TU3294* NAD 83(1993)-  21 10 20.76404(N)    156 45 13.27278(W)     ADJUSTED  
 TU3294* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3294  ___________________________________________________________________
 TU3294  EPOCH DATE  -        1993.62
 TU3294  LAPLACE CORR-          -7.58  (seconds)                    DEFLEC99
 TU3294  GEOID HEIGHT-          14.32  (meters)                     GEOID03
 TU3294
 TU3294  HORZ ORDER  -  THIRD
 TU3294
 TU3294.The horizontal coordinates were established by classical geodetic methods
 TU3294.and adjusted by the National Geodetic Survey in December 1998..
 TU3294.The horizontal coordinates are valid at the epoch date displayed above.
 TU3294.The epoch date for horizontal control is a decimal equivalence
 TU3294.of Year/Month/Day.
 TU3294
 TU3294.The orthometric height was scaled from a topographic map.
 TU3294
 TU3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3294
 TU3294.The geoid height was determined by GEOID03.
 TU3294
 TU3294;                    North         East     Units Scale Factor Converg.
 TU3294;SPC HI 2     -    92,899.495   490,963.204   MT  0.99996768   -0 01 53.1
 TU3294;UTM  04      - 2,342,883.507   733,231.940   MT  1.00027226   +0 48 42.1
 TU3294
 TU3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3294!SPC HI 2     -   0.99999775  x   0.99996768  =   0.99996543
 TU3294!UTM  04      -   0.99999775  x   1.00027226  =   1.00027001
 TU3294
 TU3294:                Primary Azimuth Mark                     Grid Az
 TU3294:SPC HI 2     -  KALANIKAULA 1915                         125 30 21.6
 TU3294:UTM  04      -  KALANIKAULA 1915                         124 39 46.4
 TU3294
 TU3294|---------------------------------------------------------------------|
 TU3294| PID    Reference Object                     Distance      Geod. Az  |
 TU3294|                                                           dddmmss.s |
 TU3294| TU3288 KALANIKAULA 1915                    APPROX. 3.5 KM 1252828.5 |
 TU3294|---------------------------------------------------------------------|
 TU3294
 TU3294                          SUPERSEDED SURVEY CONTROL
 TU3294
 TU3294  NAD 83(1986)-  21 10 20.72254(N)    156 45 13.21547(W) AD(       ) 3
 TU3294  OLD HI      -  21 10 32.16000(N)    156 45 23.34900(W) AD(       ) 3
 TU3294
 TU3294.Superseded values are not recommended for survey control.
 TU3294.NGS no longer adjusts projects to the OLD HI datum.
 TU3294.See file dsdata.txt to determine how the superseded data were derived.
 TU3294
 TU3294_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3323242884(NAD 83)
 TU3294
 TU3294  HISTORY     - Date     Condition        Report By
 TU3294  HISTORY     - UNK      MONUMENTED
 TU3294  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3294
 TU3294                          STATION DESCRIPTION
 TU3294
 TU3294'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3294'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3294'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED
 TU3294'BY A REDWOOD POST SET AT THE EDGE OF THE SEA PALI.
 TU3294'
 TU3294'STATION WAS SEARCHED FOR BUT NO MARK OF ANY KIND COULD BE
 TU3294'FOUND.  THE STATION IS BELIEVED LOST.  THE LOCATION IS ON AN
 TU3294'OPEN AREA AT NORTH END OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0763 ***********************************************************************
 TU0763  DESIGNATION -  ARCAS LAUNCHER
 TU0763  PID         -  TU0763
 TU0763  STATE/COUNTY-  HI/KAUAI
 TU0763  USGS QUAD   -  MAKAHA POINT (1983)
 TU0763
 TU0763                         *CURRENT SURVEY CONTROL
 TU0763  ___________________________________________________________________
 TU0763* NAD 83(1993)-  22 04 06.74445(N)    159 46 28.39458(W)     ADJUSTED  
 TU0763* LOCAL TIDAL -        28.498  (meters)      93.50   (feet)  ADJ UNCH  
 TU0763  ___________________________________________________________________
 TU0763  EPOCH DATE  -        1993.62
 TU0763  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 TU0763  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0763
 TU0763  HORZ ORDER  -  SECOND
 TU0763  VERT ORDER  -  SECOND    CLASS 0
 TU0763
 TU0763.The horizontal coordinates were established by classical geodetic methods
 TU0763.and adjusted by the National Geodetic Survey in December 1998..
 TU0763.The horizontal coordinates are valid at the epoch date displayed above.
 TU0763.The epoch date for horizontal control is a decimal equivalence
 TU0763.of Year/Month/Day.
 TU0763
 TU0763.The orthometric height was key entered from printed documents
 TU0763.and not key verified.
 TU0763
 TU0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0763
 TU0763.The geoid height was determined by GEOID03.
 TU0763
 TU0763;                    North         East     Units Scale Factor Converg.
 TU0763;SPC HI 4     -    26,069.606   471,662.808   MT  0.99999992   -0 06 11.4
 TU0763;UTM  04      - 2,440,616.373   420,086.594   MT  0.99967890   -0 17 27.7
 TU0763
 TU0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0763!SPC HI 4     -   0.99999299  x   0.99999992  =   0.99999291
 TU0763!UTM  04      -   0.99999299  x   0.99967890  =   0.99967189
 TU0763
 TU0763                          SUPERSEDED SURVEY CONTROL
 TU0763
 TU0763  NAD 83(1986)-  22 04 06.70965(N)    159 46 28.42083(W) AD(       ) 2
 TU0763  OLD HI      -  22 04 17.99440(N)    159 46 38.47080(W) AD(       ) 2
 TU0763
 TU0763.Superseded values are not recommended for survey control.
 TU0763.NGS no longer adjusts projects to the OLD HI datum.
 TU0763.See file dsdata.txt to determine how the superseded data were derived.
 TU0763
 TU0763_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2008740616(NAD 83)
 TU0763_MARKER: Z = SEE DESCRIPTION
 TU0763_SETTING: 0 = UNSPECIFIED SETTING
 TU0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0763
 TU0763  HISTORY     - Date     Condition        Report By
 TU0763  HISTORY     - 1967     MONUMENTED       CGS
 TU0763  HISTORY     - 1967     GOOD             NGS
 TU0763
 TU0763                          STATION DESCRIPTION
 TU0763
 TU0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0763'THE STATION IS THE CENTER OF A BOLT IN THE CENTER OF AN ARCAS
 TU0763'LAUNCHER.
 TU0763'
 TU0763'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LAPA,
 TU0763'DISTANCE BEING 28.4826 METERS OR (93.447 FEET) NORTH OF STATION
 TU0763'LAPA.
 TU0763
 TU0763                          STATION RECOVERY (1967)
 TU0763
 TU0763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0763'2.4 MI N FROM PMR BARKING SANDS.
 TU0763'1.4 MILES NORTH ALONG AN OILED ROAD FROM THE MAIN GATE AT PMR BARKING
 TU0763'SANDS, THENCE 0.8 MILE NORTH ALONG THE RIGHT FORK, THENCE 0.2 MILE
 TU0763'WEST AND SOUTH TO STATION AT NORTH EDGE OF PAVED AREA.  AN ELEVATION
 TU0763'WAS ESTABLISHED AT THE CENTER OF THE HORIZONTAL AXIS OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0743 ***********************************************************************
 TU0743  DESIGNATION -  ARCAS LAUNCHER 324305
 TU0743  PID         -  TU0743
 TU0743  STATE/COUNTY-  HI/KAUAI
 TU0743  USGS QUAD   -  KEKAHA (1983)
 TU0743
 TU0743                         *CURRENT SURVEY CONTROL
 TU0743  ___________________________________________________________________
 TU0743* NAD 83(1986)-  22 02 37.     (N)    159 47 04.     (W)     SCALED    
 TU0743* LOCAL TIDAL -         5.456  (meters)      17.90   (feet)  ADJ UNCH  
 TU0743  ___________________________________________________________________
 TU0743  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0743
 TU0743  VERT ORDER  -  SECOND    CLASS 0
 TU0743
 TU0743.The horizontal coordinates were scaled from a topographic map and have
 TU0743.an estimated accuracy of +/- 6 seconds.
 TU0743
 TU0743.The orthometric height was key entered from printed documents
 TU0743.and not key verified.
 TU0743
 TU0743.The geoid height was determined by GEOID03.
 TU0743
 TU0743;                    North         East    Units  Estimated Accuracy
 TU0743;SPC HI 4     -    23,310.      470,640.      MT  (+/- 180 meters Scaled)
 TU0743
 TU0743                          SUPERSEDED SURVEY CONTROL
 TU0743
 TU0743.No superseded survey control is available for this station.
 TU0743
 TU0743_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190378(NAD 83)
 TU0743_MARKER: Z = SEE DESCRIPTION
 TU0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0743_SP_SET: PAD
 TU0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0743
 TU0743  HISTORY     - Date     Condition        Report By
 TU0743  HISTORY     - UNK      MONUMENTED       DOD
 TU0743  HISTORY     - 1965     GOOD             NGS
 TU0743
 TU0743                          STATION DESCRIPTION
 TU0743
 TU0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0743'8.0 MI NW FROM KEKAHA.
 TU0743'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE INTERSECTION OF
 TU0743'STATE HIGHWAYS 55 AND 50, AT THE WEST EDGE OF THE SMALL TOWN OF
 TU0743'KEKAHA, THENCE 0.4 MILE WEST ALONG LEFT FORK TO THE MAIN GATE AT
 TU0743'BONHAM AUXILIARY LANDING FIELD, THENCE RIGHT 0.6 MILE NORTH ALONG AN
 TU0743'OILED ROAD, THENCE 0.5 MILE WEST AND SOUTHWEST ALONG AN OILED ROAD,
 TU0743'72-1/2 FEET NORTHWEST OF THE NORTHWEST SIDE OF A SECURITY FENCE, 30
 TU0743'FEET NORTH OF THE CENTER OF AN ASPHALT ROAD AND IS AT THE WEST EDGE OF
 TU0743'A LAUNCHING PAD.  ELEVATIONS WERE ESTABLISHED TO A PUNCH MARK IN THE
 TU0743'END OF THE AXIS OF THE LAUNCHER.  THE LAUNCHER IS BOLTED TO A 6 FOOT
 TU0743'SQUARE CONCRETE PAD AND IS ABOUT 5 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1403 ***********************************************************************
 TU1403  DESIGNATION -  ARP 1956
 TU1403  PID         -  TU1403
 TU1403  STATE/COUNTY-  HI/HONOLULU
 TU1403  USGS QUAD   -  PEARL HARBOR (1983)
 TU1403
 TU1403                         *CURRENT SURVEY CONTROL
 TU1403  ___________________________________________________________________
 TU1403* NAD 83(1993)-  21 19 18.82373(N)    157 55 35.51070(W)     ADJUSTED  
 TU1403* LOCAL TIDAL -         2.78   (meters)       9.1    (feet)  LEVELING  
 TU1403  ___________________________________________________________________
 TU1403  EPOCH DATE  -        1993.62
 TU1403  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 TU1403  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1403
 TU1403  HORZ ORDER  -  SECOND
 TU1403  VERT ORDER  -  THIRD ?
 TU1403
 TU1403.This mark is at Honolulu International Airport  (HNL)
 TU1403
 TU1403.The horizontal coordinates were established by classical geodetic methods
 TU1403.and adjusted by the National Geodetic Survey in December 1998..
 TU1403.The horizontal coordinates are valid at the epoch date displayed above.
 TU1403.The epoch date for horizontal control is a decimal equivalence
 TU1403.of Year/Month/Day.
 TU1403
 TU1403.The orthometric height was determined by differential leveling.
 TU1403.The vertical network tie was performed by a horz. field party for horz.
 TU1403.obs reductions. Reset procedures were used to establish the elevation.
 TU1403
 TU1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1403
 TU1403.The geoid height was determined by GEOID03.
 TU1403
 TU1403;                    North         East     Units Scale Factor Converg.
 TU1403;SPC HI 3     -    17,188.573   507,622.055   MT  0.99999072   +0 01 36.2
 TU1403;UTM  04      - 2,358,152.606   611,328.260   MT  0.99975315   +0 23 25.3
 TU1403
 TU1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1403!SPC HI 3     -   0.99999713  x   0.99999072  =   0.99998785
 TU1403!UTM  04      -   0.99999713  x   0.99975315  =   0.99975028
 TU1403
 TU1403                          SUPERSEDED SURVEY CONTROL
 TU1403
 TU1403  NAD 83(1986)-  21 19 18.77302(N)    157 55 35.52004(W) AD(       ) 2
 TU1403  OLD HI      -  21 19 30.16188(N)    157 55 45.39997(W) AD(       ) 2
 TU1403
 TU1403.Superseded values are not recommended for survey control.
 TU1403.NGS no longer adjusts projects to the OLD HI datum.
 TU1403.See file dsdata.txt to determine how the superseded data were derived.
 TU1403
 TU1403_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1132858153(NAD 83)
 TU1403
 TU1403  HISTORY     - Date     Condition        Report By
 TU1403  HISTORY     - 1956     MONUMENTED       CGS
 TU1403  HISTORY     - 1983     GOOD             USCG
 TU1403
 TU1403                          STATION DESCRIPTION
 TU1403
 TU1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 TU1403'SEE STATION AIRPORT
 TU1403
 TU1403                          STATION RECOVERY (1983)
 TU1403
 TU1403'RECOVERY NOTE BY US COAST GUARD 1983 (MAT)
 TU1403'ARP 1956 RECOVERED GOOD.
 TU1403'
 TU1403'THIS STATION NOW SERVES AS RM 2 FOR STATION AIRPORT.  1969
 TU1403'DESCRIPTION NO LONGER VALID.
 TU1403'
 TU1403'HONOLULU AIRPORT RAMP CONTROL ESCORT NEEDED TO VISIT STATION - YOU
 TU1403'SHOULD BRING COPY OF MAP TO SHOW THEM WHERE TO TAKE YOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2661 ***********************************************************************
 TU2661  DESIGNATION -  AU 1877
 TU2661  PID         -  TU2661
 TU2661  STATE/COUNTY-  HI/HAWAII
 TU2661  USGS QUAD   -  HONOKAA (1995)
 TU2661
 TU2661                         *CURRENT SURVEY CONTROL
 TU2661  ___________________________________________________________________
 TU2661* NAD 83(1993)-  20 05 54.60954(N)    155 29 24.85573(W)     ADJUSTED  
 TU2661* LOCAL TIDAL -       198.     (meters)     650.     (feet)  SCALED    
 TU2661  ___________________________________________________________________
 TU2661  EPOCH DATE  -        1993.62
 TU2661  LAPLACE CORR-          -9.61  (seconds)                    DEFLEC99
 TU2661  GEOID HEIGHT-          20.01  (meters)                     GEOID03
 TU2661
 TU2661  HORZ ORDER  -  THIRD
 TU2661
 TU2661.The horizontal coordinates were established by classical geodetic methods
 TU2661.and adjusted by the National Geodetic Survey in December 1998..
 TU2661.The horizontal coordinates are valid at the epoch date displayed above.
 TU2661.The epoch date for horizontal control is a decimal equivalence
 TU2661.of Year/Month/Day.
 TU2661
 TU2661.The orthometric height was scaled from a topographic map.
 TU2661
 TU2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2661
 TU2661.The geoid height was determined by GEOID03.
 TU2661
 TU2661;                    North         East     Units Scale Factor Converg.
 TU2661;SPC HI 1     -   140,046.736   501,020.925   MT  0.99996668   +0 00 12.1
 TU2661;UTM  05      - 2,224,327.058   239,607.487   MT  1.00043812   -0 51 22.4
 TU2661
 TU2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2661!SPC HI 1     -   0.99996573  x   0.99996668  =   0.99993241
 TU2661!UTM  05      -   0.99996573  x   1.00043812  =   1.00040384
 TU2661
 TU2661:                Primary Azimuth Mark                     Grid Az
 TU2661:SPC HI 1     -  KUILEI 1877                              214 15 07.4
 TU2661:UTM  05      -  KUILEI 1877                              215 06 41.9
 TU2661
 TU2661|---------------------------------------------------------------------|
 TU2661| PID    Reference Object                     Distance      Geod. Az  |
 TU2661|                                                           dddmmss.s |
 TU2661| TU2674 KUILEI 1877                         APPROX. 1.9 KM 2141519.5 |
 TU2661|---------------------------------------------------------------------|
 TU2661
 TU2661                          SUPERSEDED SURVEY CONTROL
 TU2661
 TU2661  NAD 83(1986)-  20 05 54.59850(N)    155 29 24.85143(W) AD(       ) 3
 TU2661  OLD HI      -  20 06 06.20000(N)    155 29 34.91500(W) AD(       ) 3
 TU2661
 TU2661.Superseded values are not recommended for survey control.
 TU2661.NGS no longer adjusts projects to the OLD HI datum.
 TU2661.See file dsdata.txt to determine how the superseded data were derived.
 TU2661
 TU2661_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3960724327(NAD 83)
 TU2661
 TU2661  HISTORY     - Date     Condition        Report By
 TU2661  HISTORY     - 1877     MONUMENTED       COASUR
 TU2661  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2661
 TU2661                          STATION DESCRIPTION
 TU2661
 TU2661'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2661'ON THE NORTH COAST OF HAWAII, NEAR HONOKAA.  REACHED FROM HONOKAA
 TU2661'BY GOING WEST ALONG THE HONOKAA SUGAR CO. RAILROAD, AND AFTER
 TU2661'CROSSING FOUR BRIDGES, CONTINUING ON ALONG THE RAILROAD FOR
 TU2661'APPROXIMATELY 1,000 FEET TO THE FIRST RIDGE REACHED JUST BEFORE
 TU2661'COMING TO A DEEP CUT IN THE RAILROAD EMBANKMENT.  FOLLOW UP THIS
 TU2661'RIDGE TO A SUGAR-CANE FLUME JUST ABOVE WHICH WILL BE FOUND THE
 TU2661'STATION.  A CANE FIELD IS ON THE EAST SIDE OF THE RIDGE, AND A
 TU2661'DITCH RUNS DOWN THE RIDGE 10 FEET WEST OF THE STATION.  A
 TU2661'WOODEN FLUME RUNS ALONG THE FACE OF THE HILL 100 FEET BELOW THE
 TU2661'STATION.  THERE ARE NO TREES ON THIS RIDGE, BUT A RIDGE
 TU2661'WITH IRONWOOD TREES ON IT IS 1/4 MILE TO THE EAST.  HONOKAA
 TU2661'STACK BEARS S. 80 DEG. E.  STATION MARKED BY A 3-INCH GAS
 TU2661'PIPE PROJECTING 2 FEET ABOVE THE CENTER OF A CONCRETE
 TU2661'BASE WHICH IS 3 FEET SQUARE AND STANDS 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2514 ***********************************************************************
 TU2514  DESIGNATION -  AUAU 1972
 TU2514  PID         -  TU2514
 TU2514  STATE/COUNTY-  HI/HAWAII
 TU2514  USGS QUAD   -  KAULUOA POINT (1996)
 TU2514
 TU2514                         *CURRENT SURVEY CONTROL
 TU2514  ___________________________________________________________________
 TU2514* NAD 83(1993)-  19 18 02.94908(N)    155 53 20.13424(W)     ADJUSTED  
 TU2514* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2514  ___________________________________________________________________
 TU2514  EPOCH DATE  -        1993.62
 TU2514  LAPLACE CORR-          25.90  (seconds)                    DEFLEC99
 TU2514  GEOID HEIGHT-          19.25  (meters)                     GEOID03
 TU2514
 TU2514  HORZ ORDER  -  THIRD
 TU2514
 TU2514.The horizontal coordinates were established by classical geodetic methods
 TU2514.and adjusted by the National Geodetic Survey in December 1998..
 TU2514.The horizontal coordinates are valid at the epoch date displayed above.
 TU2514.The epoch date for horizontal control is a decimal equivalence
 TU2514.of Year/Month/Day.
 TU2514
 TU2514.The orthometric height was scaled from a topographic map.
 TU2514
 TU2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2514
 TU2514.The geoid height was determined by GEOID03.
 TU2514
 TU2514;                    North         East     Units Scale Factor Converg.
 TU2514;SPC HI 1     -    51,791.485   459,124.447   MT  0.99998731   -0 07 42.8
 TU2514;UTM  05      - 2,136,644.412   196,390.168   MT  1.00073960   -0 57 20.2
 TU2514
 TU2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2514!SPC HI 1     -   0.99999682  x   0.99998731  =   0.99998413
 TU2514!UTM  05      -   0.99999682  x   1.00073960  =   1.00073641
 TU2514
 TU2514                          SUPERSEDED SURVEY CONTROL
 TU2514
 TU2514  NAD 83(1986)-  19 18 02.94933(N)    155 53 20.17415(W) AD(       ) 3
 TU2514  OLD HI      -  19 18 13.79135(N)    155 53 30.22422(W) AD(       ) 3
 TU2514
 TU2514.Superseded values are not recommended for survey control.
 TU2514.NGS no longer adjusts projects to the OLD HI datum.
 TU2514.See file dsdata.txt to determine how the superseded data were derived.
 TU2514
 TU2514_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9639036644(NAD 83)
 TU2514
 TU2514  HISTORY     - Date     Condition        Report By
 TU2514  HISTORY     - 1972     MONUMENTED       NGS
 TU2514
 TU2514                          STATION DESCRIPTION
 TU2514
 TU2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2514'STATION IS LOCATED ON THE NORTHERN RIM OF AN OLD VOLCANO VENT,
 TU2514'APPROXIMATELY 12 MILES SOUTH OF KEALAKEKUA BAY AND 7 MILES SOUTH
 TU2514'OF THE TOWN OF KEALIA, ON THE WESTERN COAST OF HAWAII ISLAND.
 TU2514'
 TU2514'TO REACH STATION FROM STATE HIGHWAY 11, TURN TOWARDS SEA ON
 TU2514'PEBBLE BEACH ESTATES ROAD, ABOUT 1.1 MILES SOUTH OF ALAE SCHOOL
 TU2514'AND ABOUT 0.6 MILE SOUTH OF PAHOEHOE 2 LAVA FLOW OF 1950.  ROAD
 TU2514'IS PAVED AND MAY HAVE A GATE ACROSS IT.  FOLLOW ROAD TO BEACH,
 TU2514'THENCE PACK SOUTHWARD ALONG SHORELINE ABOUT 1 MILE TO NORTHERN
 TU2514'RIM OF AN OLD VOLCANO VENT.  STATION IS LOCATED AT HIGHEST
 TU2514'POINT OF THE NORTHERN RIM, SET IN RED-BROWN ROCK.  IT IS
 TU2514'STAMPED AUAU 1972.
 TU2514'
 TU2514'REFERENCE MARK NUMBER 1 IS A 1-1/2 INCH GALVANIZED PIPE
 TU2514'PROTRUDING ABOUT 12 INCHES FROM A CIRCULAR MOUND OF CONCRETE
 TU2514'ABOUT 18 INCHES IN DIAMETER.  REF POINT OCT 70 AEM IS INSCRIBED
 TU2514'ON THE CONCRETE.
 TU2514'
 TU2514'THIS STATION WAS LOCATED BY INTERSECTION FROM STATIONS HOOKENA,
 TU2514'PUIWA, AND WAIKAUU 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2032 ***********************************************************************
 TU2032  DESIGNATION -  AUG
 TU2032  PID         -  TU2032
 TU2032  STATE/COUNTY-  HI/KAUAI
 TU2032  USGS QUAD   -  KEKAHA (1983)
 TU2032
 TU2032                         *CURRENT SURVEY CONTROL
 TU2032  ___________________________________________________________________
 TU2032* NAD 83(1993)-  22 00 18.38601(N)    159 46 20.70801(W)     ADJUSTED  
 TU2032* LOCAL TIDAL -                                                        
 TU2032  ___________________________________________________________________
 TU2032  EPOCH DATE  -        1993.62
 TU2032  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 TU2032  GEOID HEIGHT-          16.19  (meters)                     GEOID03
 TU2032
 TU2032  HORZ ORDER  -  THIRD
 TU2032
 TU2032.The horizontal coordinates were established by classical geodetic methods
 TU2032.and adjusted by the National Geodetic Survey in December 1998..
 TU2032.The horizontal coordinates are valid at the epoch date displayed above.
 TU2032.The epoch date for horizontal control is a decimal equivalence
 TU2032.of Year/Month/Day.
 TU2032
 TU2032
 TU2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2032
 TU2032.The geoid height was determined by GEOID03.
 TU2032
 TU2032;                    North         East     Units Scale Factor Converg.
 TU2032;SPC HI 4     -    19,045.249   471,870.652   MT  0.99999977   -0 06 07.5
 TU2032;UTM  04      - 2,433,593.630   420,271.376   MT  0.99967854   -0 17 22.0
 TU2032
 TU2032                          SUPERSEDED SURVEY CONTROL
 TU2032
 TU2032  NAD 83(1986)-  22 00 18.34962(N)    159 46 20.73339(W) AD(       ) 4
 TU2032  OLD HI      -  22 00 29.62000(N)    159 46 30.79000(W) AD(       ) 3
 TU2032
 TU2032.Superseded values are not recommended for survey control.
 TU2032.NGS no longer adjusts projects to the OLD HI datum.
 TU2032.See file dsdata.txt to determine how the superseded data were derived.
 TU2032
 TU2032_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2027133594(NAD 83)
 TU2032
 TU2032  HISTORY     - Date     Condition        Report By
 TU2032  HISTORY     - 1910     MONUMENTED       CGS
 TU2032  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2032
 TU2032                          STATION DESCRIPTION
 TU2032
 TU2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2032'ON LOW DUNE 2 MILES NORTHWEST OF KOKOLE, 75 METERS BACK FROM AND
 TU2032'10 FEET ABOVE HIGH-WATER MARK.  MARKED BY STAKE.
 TU2032
 TU2032                          STATION RECOVERY (1966)
 TU2032
 TU2032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2032'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU2032'DESTROYED.  IT WAS ORIGINALLY MARKED BY A STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2264 ***********************************************************************
 TU2264  DESIGNATION -  AWA
 TU2264  PID         -  TU2264
 TU2264  STATE/COUNTY-  HI/HAWAII
 TU2264  USGS QUAD   -  HILO (1995)
 TU2264
 TU2264                         *CURRENT SURVEY CONTROL
 TU2264  ___________________________________________________________________
 TU2264* NAD 83(1993)-  19 39 53.61323(N)    155 03 12.23417(W)     ADJUSTED  
 TU2264* LOCAL TIDAL -        63.5    (meters)     208.     (feet)  VERT ANG  
 TU2264  ___________________________________________________________________
 TU2264  EPOCH DATE  -        1993.62
 TU2264  LAPLACE CORR-         -17.32  (seconds)                    DEFLEC99
 TU2264  GEOID HEIGHT-          17.94  (meters)                     GEOID03
 TU2264
 TU2264  HORZ ORDER  -  FIRST
 TU2264
 TU2264.The horizontal coordinates were established by classical geodetic methods
 TU2264.and adjusted by the National Geodetic Survey in December 1998..
 TU2264.The horizontal coordinates are valid at the epoch date displayed above.
 TU2264.The epoch date for horizontal control is a decimal equivalence
 TU2264.of Year/Month/Day.
 TU2264
 TU2264.The orthometric height was determined by vertical angle observations.
 TU2264
 TU2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2264
 TU2264.The geoid height was determined by GEOID03.
 TU2264
 TU2264;                    North         East     Units Scale Factor Converg.
 TU2264;SPC HI 1     -    92,107.870   546,832.470   MT  0.99999377   +0 09 01.1
 TU2264;UTM  05      - 2,175,697.597   284,717.021   MT  1.00017290   -0 41 28.6
 TU2264
 TU2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2264!SPC HI 1     -   0.99998720  x   0.99999377  =   0.99998097
 TU2264!UTM  05      -   0.99998720  x   1.00017290  =   1.00016010
 TU2264
 TU2264|---------------------------------------------------------------------|
 TU2264| PID    Reference Object                     Distance      Geod. Az  |
 TU2264|                                                           dddmmss.s |
 TU2264| TU2263 AWA HIGS A PT 1977                    4.977 METERS 10952     |
 TU2264| CN5087 AWA RM 1                             17.177 METERS 13729     |
 TU2264| TU2279 KULANI                              APPROX.30.3 KM 2381305.7 |
 TU2264| CN5088 AWA RM 2                             21.032 METERS 26355     |
 TU2264|---------------------------------------------------------------------|
 TU2264
 TU2264                          SUPERSEDED SURVEY CONTROL
 TU2264
 TU2264  NAD 83(1986)-  19 39 53.57950(N)    155 03 12.25757(W) AD(       ) 1
 TU2264  OLD HI      -  19 40 04.50632(N)    155 03 22.22871(W) AD(       ) 1
 TU2264
 TU2264.Superseded values are not recommended for survey control.
 TU2264.NGS no longer adjusts projects to the OLD HI datum.
 TU2264.See file dsdata.txt to determine how the superseded data were derived.
 TU2264
 TU2264_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8471775698(NAD 83)
 TU2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2264+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 TU2264
 TU2264  HISTORY     - Date     Condition        Report By
 TU2264  HISTORY     - 1977     MONUMENTED       HIGS
 TU2264  HISTORY     - 20051010 GOOD             USPSQD
 TU2264
 TU2264                          STATION DESCRIPTION
 TU2264
 TU2264'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2264'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HILO AND 1/2
 TU2264'MILE EAST OF STATE HIGHWAY 11.  IT IS IN THE CENTER OF THE
 TU2264'INTERSECTION OF MAMAKI STREET AND AWA STREET.
 TU2264'
 TU2264'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2264'19 IN HILO GO SOUTHEAST ON HIGHWAY 11 FOR 4.3 MILES TO A
 TU2264'CROSSROAD.  TURN LEFT AND GO EASTERLY ON MAMAKI STREET, 0.45 MILE
 TU2264'TO THE STATION SITE AT THE INTERSECTION OF AWA STREET.
 TU2264'
 TU2264'THE STATION MARK IS THE CENTER OF A 1 INCH BRASS PLUG 0.6 FOOT
 TU2264'BELOW THE LEVEL OF THE STREET COVERED BY A STEEL STREET MONUMENT
 TU2264'COVER.
 TU2264'
 TU2264'REFERENCE MARK 1, STAMPED 1, IS A RAILROAD SPIKE WITH A PUNCH
 TU2264'HOLE MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN A LAVA ROCK
 TU2264'LEDGE, 42 FEET EAST OF A MAILBOX, 20 FEET EAST OF THE CENTERLINE OF
 TU2264'AWA STREET, 1 FOOT EAST OF THE EDGE OF THE LEDGE AND 2-1/2 FEET
 TU2264'HIGHER THAN THE STATION MARK.
 TU2264'
 TU2264'REFERENCE MARK 2, STAMPED 2, IS A RAILROAD SPIKE WITH A PUNCH HOLE
 TU2264'MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN SOLID ROCK, 31 FEET
 TU2264'NORTH OF THE CENTERLINE OF MAMAKI STREET, 18 FEET NORTH OF THE
 TU2264'NORTH EDGE OF THE ROAD, 9-1/2 FEET SOUTHWEST OF A FIRE HYDRANT,
 TU2264'2-1/2 FEET SOUTHWEST OF A POWERPOLE AND LEVEL WITH THE ROAD.
 TU2264'
 TU2264'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2264'
 TU2264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2264'4 MILES SOUTHEAST OF HILO.
 TU2264
 TU2264                          STATION RECOVERY (2005)
 TU2264
 TU2264'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU2264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2004 ***********************************************************************
 TU2004  DESIGNATION -  AWAA RESET
 TU2004  PID         -  TU2004
 TU2004  STATE/COUNTY-  HI/KAUAI
 TU2004  USGS QUAD   -  HAENA (1983)
 TU2004
 TU2004                         *CURRENT SURVEY CONTROL
 TU2004  ___________________________________________________________________
 TU2004* NAD 83(1993)-  22 08 46.91586(N)    159 39 12.38016(W)     ADJUSTED  
 TU2004* LOCAL TIDAL -      1250.     (meters)    4101.     (feet)  SCALED    
 TU2004  ___________________________________________________________________
 TU2004  EPOCH DATE  -        1993.62
 TU2004  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 TU2004  GEOID HEIGHT-          16.58  (meters)                     GEOID03
 TU2004
 TU2004  HORZ ORDER  -  THIRD
 TU2004
 TU2004.The horizontal coordinates were established by classical geodetic methods
 TU2004.and adjusted by the National Geodetic Survey in December 1998..
 TU2004.The horizontal coordinates are valid at the epoch date displayed above.
 TU2004.The epoch date for horizontal control is a decimal equivalence
 TU2004.of Year/Month/Day.
 TU2004
 TU2004.The orthometric height was scaled from a topographic map.
 TU2004
 TU2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2004
 TU2004.The geoid height was determined by GEOID03.
 TU2004
 TU2004;                    North         East     Units Scale Factor Converg.
 TU2004;SPC HI 4     -    34,669.740   484,172.021   MT  0.99999309   -0 03 28.2
 TU2004;UTM  04      - 2,449,172.560   432,619.861   MT  0.99965609   -0 14 46.8
 TU2004
 TU2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2004!SPC HI 4     -   0.99980098  x   0.99999309  =   0.99979407
 TU2004!UTM  04      -   0.99980098  x   0.99965609  =   0.99945714
 TU2004
 TU2004|---------------------------------------------------------------------|
 TU2004| PID    Reference Object                     Distance      Geod. Az  |
 TU2004|                                                           dddmmss.s |
 TU2004| CJ9380 AWAA WM 3 CROSS                       5.334 METERS 04308     |
 TU2004| CJ9378 AWAA WM 2 CROSS                       5.121 METERS 06050     |
 TU2004| CJ9376 AWAA WM 1 CROSS                       8.382 METERS 14109     |
 TU2004|---------------------------------------------------------------------|
 TU2004
 TU2004                          SUPERSEDED SURVEY CONTROL
 TU2004
 TU2004  NAD 83(1986)-  22 08 46.87652(N)    159 39 12.40535(W) AD(       ) 3
 TU2004  OLD HI      -  22 08 58.19200(N)    159 39 22.47600(W) AD(       ) 3
 TU2004
 TU2004.Superseded values are not recommended for survey control.
 TU2004.NGS no longer adjusts projects to the OLD HI datum.
 TU2004.See file dsdata.txt to determine how the superseded data were derived.
 TU2004
 TU2004_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3262049173(NAD 83)
 TU2004
 TU2004  HISTORY     - Date     Condition        Report By
 TU2004  HISTORY     - 1910     MONUMENTED       CGS
 TU2004  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2004
 TU2004                          STATION DESCRIPTION
 TU2004
 TU2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2004'ON A CONSPICUOUS PEAK ABOUT 1 MILE NORTHWEST OF PUU O KILA, AND
 TU2004'NORTHEAST OF HALEMANU.  PEAK SOMETIMES CALLED AWAAWAAPUHI, FROM
 TU2004'THE VALLEY OF THAT NAME WHICH IS TO THE SOUTHWEST AND
 TU2004'WEST.  STATION MARKED BY A 3/4-INCH DRILL HOLE AT THE CENTER
 TU2004'OF A CROSS IN A ROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 TU2004'SURFACE, AND IS ABOUT 10 METERS MAKAI (SEAWARD) FROM THE HIGHEST
 TU2004'PART OF THE SUMMIT.  REFERENCE MARKS ARE CROSSES CUT IN LARGE
 TU2004'ROCKS AT THE FOLLOWING AZIMUTHS AND DISTANCES FROM THE
 TU2004'STATION--NO. 1, CROSS IN LARGE OUTCROPPING COUNTRY ROCK, 321
 TU2004'DEG 09 MIN, 27.6 FEET.  NO. 2, CROSS IN LARGE BOWLDER, 140
 TU2004'DEG 50 MIN, 16.8 FEET.  NO 3, CROSS IN FLAT ROCK WHICH PROJECTS
 TU2004'SLIGHTLY ABOVE THE SURFACE, 223 DEG 08 MIN, 17.5 FEET.
 TU2004
 TU2004                          STATION RECOVERY (1966)
 TU2004
 TU2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2004'STATION CROSS AND ALL 3 OF THE OLD REFERENCE CROSSES WERE
 TU2004'RECOVERED AND FOUND IN GOOD CONDITION AND THE DISTANCES AND
 TU2004'AZIMUTHS CHECKED QUITE WELL.  THE STATION WAS RE-MARKED WITH A
 TU2004'STANDARD DISK AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A
 TU2004'COMPLETE DESCRIPTION FOLLOWS--
 TU2004'
 TU2004'STATION IS LOCATED IN NORTHWEST PART OF KAUAI, ABOUT 1-1/2 MILES
 TU2004'NORTH OF KOKEE PARK HEADQUARTERS AND 1/2-MILE WEST OF THE AIR
 TU2004'NATIONAL GUARD SITE, ON A TIMBERED HILL OF ABOUT 4122 FEET
 TU2004'ELEVATION WHICH HAS A GROUP OF VERY LARGE BOULDERS AND ROCK
 TU2004'OUTCROPS ON ITS WEST END.
 TU2004'
 TU2004'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO NORTHERLY ON
 TU2004'PAVED ROAD FOR 2.1 MILES TO SIGN ON LEFT HONOPU TRAIL 3.5.  FROM
 TU2004'HERE PACK WESTERLY ON GOOD TRAIL FOR ABOUT 1/3-MILE TO WHERE
 TU2004'TRAIL DROPS DOWN ABRUPTLY OFF POINT OF RIDGE, LOSING ABOUT 50 FEET
 TU2004'ELEVATION.  CONTINUE ON TRAIL FOR ABOUT 200 YARDS TO A POINT
 TU2004'ABOUT MIDWAY ALONG SOUTH SIDE OF HILL ON RIGHT.  LEAVE TRAIL AND
 TU2004'WORK WAY UP HILLSIDE THROUGH DENSE FERNS, FOR ABOUT 150 YARDS
 TU2004'TO TOP AND STATION ON WEST END OF HILL.
 TU2004'
 TU2004'STATION MARK IS A STANDARD DISK STAMPED AWAA 1910 1966, CEMENTED
 TU2004'IN A DRILL HOLE AT CENTER OF OLD CHISELED CROSS IN THE SOUTH END
 TU2004'OF A LARGE, SMOOTH ROCK, 6 FEET LONG, 4 FEET WIDE AT THE SOUTH
 TU2004'END AND TAPERING TO A POINT ON THE NORTH END.
 TU2004'
 TU2004'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AWAA 1910
 TU2004'NO 1 1966, CEMENTED IN A DRILL HOLE IN THE EAST END OF A LARGE
 TU2004'BEDROCK OUTCROP 16 FEET ACROSS AND PROJECTING 2-1/2 FEET.  IT IS
 TU2004'ABOUT 2-1/2 FEET HIGHER THAN STATION MARK AND IS IN THE SAME
 TU2004'OUTCROP ON WHICH REFERENCE CROSS 1 IS LOCATED.
 TU2004'
 TU2004'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AWAA 1910
 TU2004'NO 2 1966, CEMENTED IN A DRILL HOLE IN THE HIGH POINT OF A LARGE
 TU2004'BEDROCK OUTCROP THAT SLOPES DOWN THE WEST SIDE OF THE HILLTOP
 TU2004'AND PROJECTS ABOUT 2 FEET ABOVE THE GENERAL GROUND LINE.
 TU2004'
 TU2004'REFERENCE CROSS 1 IS A 3-INCH, CHISELED CROSS ON THE WEST END
 TU2004'OF THE LARGE, 16-FOOT OUTCROP AND IS ABOUT 1 FOOT LOWER THAN
 TU2004'STATION MARK.
 TU2004'
 TU2004'NOTE--PACKING TIME ABOUT 45 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3255 ***********************************************************************
 TU3255  DESIGNATION -  AWALUA BEACH SHIPWRECK F MAST
 TU3255  PID         -  TU3255
 TU3255  STATE/COUNTY-  HI/MAUI
 TU3255  USGS QUAD   -  
 TU3255
 TU3255                         *CURRENT SURVEY CONTROL
 TU3255  ___________________________________________________________________
 TU3255* NAD 83(1993)-  20 55 45.02732(N)    157 00 01.30222(W)     ADJUSTED  
 TU3255* LOCAL TIDAL -                                                        
 TU3255  ___________________________________________________________________
 TU3255  EPOCH DATE  -        1993.62
 TU3255  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 TU3255  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3255
 TU3255  HORZ ORDER  -  THIRD
 TU3255
 TU3255.The horizontal coordinates were established by classical geodetic methods
 TU3255.and adjusted by the National Geodetic Survey in December 1998..
 TU3255.The horizontal coordinates are valid at the epoch date displayed above.
 TU3255.The epoch date for horizontal control is a decimal equivalence
 TU3255.of Year/Month/Day.
 TU3255
 TU3255
 TU3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3255
 TU3255.The geoid height was determined by GEOID03.
 TU3255
 TU3255;                    North         East     Units Scale Factor Converg.
 TU3255;SPC HI 2     -    66,000.813   465,290.260   MT  0.99998155   -0 07 09.1
 TU3255;UTM  04      - 2,315,605.796   707,949.569   MT  1.00013442   +0 42 52.4
 TU3255
 TU3255                          SUPERSEDED SURVEY CONTROL
 TU3255
 TU3255  NAD 83(1986)-  20 55 44.98320(N)    157 00 01.26581(W) AD(       ) 4
 TU3255  OLD HI      -  20 55 56.41500(N)    157 00 11.31000(W) AD(       ) 3
 TU3255
 TU3255.Superseded values are not recommended for survey control.
 TU3255.NGS no longer adjusts projects to the OLD HI datum.
 TU3255.See file dsdata.txt to determine how the superseded data were derived.
 TU3255
 TU3255_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0795015606(NAD 83)
 TU3255
 TU3255  HISTORY     - Date     Condition        Report By
 TU3255  HISTORY     - 1962     MONUMENTED       CGS
 TU3255  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3255
 TU3255                          STATION DESCRIPTION
 TU3255
 TU3255'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3255'STATION IS AN OLD, RED, OR RUST-COLORED FREIGHTER THAT LIES IN A
 TU3255'NORTH-SOUTH DIRECTION, WITH STERN TOWARDS SHORE.  ABOUT 1/4 MILE
 TU3255'NORTH OF AWALUA BEACH AND 1 MILE WEST OF POHAKULOA POINT.
 TU3255'
 TU3255'POINT INTERSECTED WAS THE FORWARD ONE OF THE TWO MASTS.
 TU3255
 TU3255                          STATION RECOVERY (1968)
 TU3255
 TU3255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU3255'LOCATION OF THIS STATION FOUND TO BE IN ERROR IN THE COURSE OF
 TU3255'PHOTOGRAMMETRIC AND HYDROGRAPHIC OPERATIONS.  RECOMMEND DISCONTINUE
 TU3255'AS A TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3202 ***********************************************************************
 TU3202  DESIGNATION -  AWEHI
 TU3202  PID         -  TU3202
 TU3202  STATE/COUNTY-  HI/MAUI
 TU3202  USGS QUAD   -  
 TU3202
 TU3202                         *CURRENT SURVEY CONTROL
 TU3202  ___________________________________________________________________
 TU3202* NAD 83(1993)-  20 47 29.20998(N)    156 49 10.71540(W)     ADJUSTED  
 TU3202* LOCAL TIDAL -        46.8    (meters)     154.     (feet)  VERT ANG  
 TU3202  ___________________________________________________________________
 TU3202  EPOCH DATE  -        1993.62
 TU3202  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 TU3202  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU3202
 TU3202  HORZ ORDER  -  SECOND
 TU3202
 TU3202.The horizontal coordinates were established by classical geodetic methods
 TU3202.and adjusted by the National Geodetic Survey in December 1998..
 TU3202.The horizontal coordinates are valid at the epoch date displayed above.
 TU3202.The epoch date for horizontal control is a decimal equivalence
 TU3202.of Year/Month/Day.
 TU3202
 TU3202.The orthometric height was determined by vertical angle observations.
 TU3202
 TU3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3202
 TU3202.The geoid height was determined by GEOID03.
 TU3202
 TU3202;                    North         East     Units Scale Factor Converg.
 TU3202;SPC HI 2     -    50,724.283   484,073.500   MT  0.99996980   -0 03 15.5
 TU3202;UTM  04      - 2,300,600.199   726,956.424   MT  1.00023661   +0 46 27.4
 TU3202
 TU3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3202!SPC HI 2     -   0.99999010  x   0.99996980  =   0.99995990
 TU3202!UTM  04      -   0.99999010  x   1.00023661  =   1.00022671
 TU3202
 TU3202|---------------------------------------------------------------------|
 TU3202| PID    Reference Object                     Distance      Geod. Az  |
 TU3202|                                                           dddmmss.s |
 TU3202| CN5089 AWEHI RM 1                            5.074 METERS 14611     |
 TU3202| CN5090 AWEHI RM 2                            3.910 METERS 24911     |
 TU3202| TU3209 PUU NENE                            APPROX. 3.0 KM 3332452.8 |
 TU3202|---------------------------------------------------------------------|
 TU3202
 TU3202                          SUPERSEDED SURVEY CONTROL
 TU3202
 TU3202  NAD 83(1986)-  20 47 29.16493(N)    156 49 10.67535(W) AD(       ) 2
 TU3202  OLD HI      -  20 47 40.50800(N)    156 49 20.77700(W) AD(       ) 2
 TU3202
 TU3202.Superseded values are not recommended for survey control.
 TU3202.NGS no longer adjusts projects to the OLD HI datum.
 TU3202.See file dsdata.txt to determine how the superseded data were derived.
 TU3202
 TU3202_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2695600600(NAD 83)
 TU3202_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3202_SETTING: 80 = SET IN A BOULDER
 TU3202_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3202
 TU3202  HISTORY     - Date     Condition        Report By
 TU3202  HISTORY     - 1962     MONUMENTED       CGS
 TU3202
 TU3202                          STATION DESCRIPTION
 TU3202
 TU3202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3202'STATION IS LOCATED ABOUT 7 MILES AIRLINE EAST-SOUTHEAST OF LANAI
 TU3202'CITY, 1-1/4 MILES NORTHEAST OF THE END OF HIGHWAY 44 (WHICH ENDS
 TU3202'AT NAHA GULCH), AND 1/4 MILE NORTHWEST OF THE SHORELINE OF THE
 TU3202'ISLAND.  AT ABOUT 155 FEET ELEVATION ON A FLAT, KIAWE-COVERED
 TU3202'HILL, AND ABOUT 100 YARDS NORTH OF AN OLD TRACK ROAD.
 TU3202'
 TU3202'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3202'NORTHERLY ON HIGHWAY 44 FOR 8.6 MILES TO END OF PAVED
 TU3202'ROAD.  CONTINUE ON DIRT ROAD, HIGHWAY 44, FOR 6.5 MILES TO OLD
 TU3202'KEOMUKU VILLAGE.  CONTINUE AHEAD FOR 1.0 MILE TO A FORK.  TAKE
 TU3202'LEFT FORK AND FOLLOW ROAD ALONG SHORELINE FOR 3.6 MILES TO POINT
 TU3202'WHERE ROAD WINDS UP OVER A ROCKY RIDGE.  CONTINUE SOUTHERLY ON
 TU3202'THE ROAD FOR 1.15 MILES TO RED TANK ON LEFT.  CONTINUE AHEAD FOR
 TU3202'0.1 MILE TO A DIM SIDE ROAD SHARP RIGHT, 100 FEET BEFORE
 TU3202'REACHING A VERY LEANING COCONUT TREE.  TURN SHARP RIGHT AND GO
 TU3202'NORTHERLY FOR 0.1 MILE TO WASHOUT AND END OF TRUCK TRAVEL.
 TU3202'PACK NORTHWEST UP WASHED-OUT ROAD FOR ABOUT 300 YARDS TO CAIRN
 TU3202'IN ROAD.  BEAR RIGHT, OFF OF ROAD, AND GO NORTHERLY THROUGH
 TU3202'BRUSH FOR ABOUT 100 YARDS, KEEPING ABOUT SAME ELEVATION, TO
 TU3202'STATION.
 TU3202'
 TU3202'STATION MARK IS A STANDARD DISK STAMPED AWEHI 1962, CEMENTED IN
 TU3202'A DRILL HOLE IN A FLAT, 8 X 10-FOOT BEDROCK OUTCROP THAT IS FLUSH
 TU3202'WITH SURROUNDING GROUND.  IT IS 7 FEET SOUTH OF THE SOUTHEAST
 TU3202'CORNER OF AN OLD, 12-FOOT-SQUARE, ROCK ENCLOSURE THAT IS ABOUT 2
 TU3202'FEET HIGH, 5 FEET NORTHWEST OF A CAIRN, AND ABOUT 8 YARDS
 TU3202'SOUTHEAST OF A LONE, 6 X 8-FOOT BOULDER.
 TU3202'
 TU3202'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AWEHI NO 1
 TU3202'1962, CEMENTED IN A DRILL HOLE IN A 4 X 6-FOOT BOULDER THAT
 TU3202'PROJECTS 1 FOOT ABOVE GROUND.  IT IS ABOUT 1-1/2 FEET LOWER THAN
 TU3202'STATION MARK.
 TU3202'
 TU3202'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AWEHI NO 2
 TU3202'1962, CEMENTED IN A DRILL HOLE IN A 2 X 2-1/2-FOOT BOULDER THAT
 TU3202'PROJECTS 6 INCHES ABOVE GROUND.  IT IS AT ABOUT THE SAME ELEVATION
 TU3202'AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0429 ***********************************************************************
 TU0429  DESIGNATION -  B
 TU0429  PID         -  TU0429
 TU0429  STATE/COUNTY-  HI/HONOLULU
 TU0429  USGS QUAD   -  HONOLULU (1983)
 TU0429
 TU0429                         *CURRENT SURVEY CONTROL
 TU0429  ___________________________________________________________________
 TU0429* NAD 83(1986)-  21 17 50.     (N)    157 47 13.     (W)     SCALED    
 TU0429* LOCAL TIDAL -       290.860  (meters)     954.26   (feet)  ADJ UNCH  
 TU0429  ___________________________________________________________________
 TU0429  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU0429
 TU0429  VERT ORDER  -  FIRST     CLASS II
 TU0429
 TU0429.The horizontal coordinates were scaled from a topographic map and have
 TU0429.an estimated accuracy of +/- 6 seconds.
 TU0429
 TU0429.The orthometric height was key entered from printed documents
 TU0429.and not key verified.
 TU0429
 TU0429.The geoid height was determined by GEOID03.
 TU0429
 TU0429;                    North         East    Units  Estimated Accuracy
 TU0429;SPC HI 3     -    14,470.      522,110.      MT  (+/- 180 meters Scaled)
 TU0429
 TU0429                          SUPERSEDED SURVEY CONTROL
 TU0429
 TU0429.No superseded survey control is available for this station.
 TU0429
 TU0429_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ258555(NAD 83)
 TU0429_MARKER: DD = SURVEY DISK
 TU0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0429+STABILITY: SURFACE MOTION
 TU0429
 TU0429  HISTORY     - Date     Condition        Report By
 TU0429  HISTORY     - UNK      MONUMENTED
 TU0429  HISTORY     - 1962     GOOD             NGS
 TU0429  HISTORY     - 19990527 GOOD             USPSQD
 TU0429
 TU0429                          STATION DESCRIPTION
 TU0429
 TU0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0429'IN HONOLULU.
 TU0429'4.8 MILES AIRLINE EAST OF THE FEDERAL BUILDING IN HONOLULU, IN THE
 TU0429'WILHELMINA RISE DISTRICT, AT THE T-INTERSECTION OF LURLINE DRIVE WITH
 TU0429'MAUNALANI CIRCLE.  IN FRONT OF THE HOUSE AT 5162 MAUNALANI CIRCLE,
 TU0429'22.8 FEET SOUTHWEST OF THE STEPS LEADING TO THE HOUSE, 7.6 FEET
 TU0429'NORTHEAST OF THE CENTER LINE OF MAUNALANI CIRCLE, 86.5 FEET EAST OF A
 TU0429'SIMILAR MARK, AND PROJECTING 1-1/2 INCHES FROM THE TOP OF A
 TU0429'3-INCH-DIAMETER, CONCRETE POST SET BELOW STREET SURFACE.  ACCESS TO
 TU0429'THE MARK IS HAD THROUGH A 7-INCH-DIAMETER, CAST-IRON HANDHOLE COVER.
 TU0429'NOTE-- A COMPARISON OF ELEVATIONS AT THE CITY OF HONOLULU ENGINEERS
 TU0429'OFFICE INDICATES THAT THE EAST MARK OF THE TWO IS THE CORRECT ONE, AS
 TU0429'STATED IN ORIGINAL DESCRIPTION.  THEIR MAP SHOWS THEIR OWN ELEVATIONS
 TU0429'FOR THEIR STREET MONUMENTS AND THEIR ELEVATION FOR THE EAST MARK
 TU0429'COMPARES VERY CLOSELY WITH THE ELEVATION GIVEN THE MARK BY THE COAST
 TU0429'AND GEODETIC SURVEY.
 TU0429
 TU0429                          STATION RECOVERY (1999)
 TU0429
 TU0429'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1769 ***********************************************************************
 TU1769  DESIGNATION -  B
 TU1769  PID         -  TU1769
 TU1769  STATE/COUNTY-  HI/KAUAI
 TU1769  USGS QUAD   -  LIHUE (1996)
 TU1769
 TU1769                         *CURRENT SURVEY CONTROL
 TU1769  ___________________________________________________________________
 TU1769* NAD 83(1993)-  21 55 32.53795(N)    159 22 31.81033(W)     ADJUSTED  
 TU1769* LOCAL TIDAL -                                                        
 TU1769  ___________________________________________________________________
 TU1769  EPOCH DATE  -        1993.62
 TU1769  LAPLACE CORR-          -9.93  (seconds)                    DEFLEC99
 TU1769  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU1769
 TU1769  HORZ ORDER  -  THIRD
 TU1769
 TU1769.The horizontal coordinates were established by classical geodetic methods
 TU1769.and adjusted by the National Geodetic Survey in December 1998..
 TU1769.The horizontal coordinates are valid at the epoch date displayed above.
 TU1769.The epoch date for horizontal control is a decimal equivalence
 TU1769.of Year/Month/Day.
 TU1769
 TU1769
 TU1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1769
 TU1769.The geoid height was determined by GEOID03.
 TU1769
 TU1769;                    North         East     Units Scale Factor Converg.
 TU1769;SPC HI 4     -    10,233.304   512,862.406   MT  0.99999204   +0 02 47.4
 TU1769;UTM  04      - 2,424,651.030   461,219.918   MT  0.99961858   -0 08 24.8
 TU1769
 TU1769                          SUPERSEDED SURVEY CONTROL
 TU1769
 TU1769  NAD 83(1986)-  21 55 32.52217(N)    159 22 31.85690(W) AD(       ) 4
 TU1769  OLD HI      -  21 55 43.83000(N)    159 22 41.91000(W) AD(       ) 3
 TU1769
 TU1769.Superseded values are not recommended for survey control.
 TU1769.NGS no longer adjusts projects to the OLD HI datum.
 TU1769.See file dsdata.txt to determine how the superseded data were derived.
 TU1769
 TU1769_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6122024651(NAD 83)
 TU1769
 TU1769  HISTORY     - Date     Condition        Report By
 TU1769  HISTORY     - UNK      MONUMENTED
 TU1769  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1769
 TU1769                          STATION DESCRIPTION
 TU1769
 TU1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1769'STATION WAS IDENTIFIED BY ANGLE AT STATION KAI.  IT IS A RATHER
 TU1769'INSIGNIFICANT BUMP ON A ROCK BLUFF AT ABOUT 350 FEET ELEVATION,
 TU1769'0.2 MILE NORTHWEST FROM SEA AND 2159 FEET SOUTHEAST OF STATION KAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3408 ***********************************************************************
 TU3408  DESIGNATION -  B
 TU3408  PID         -  TU3408
 TU3408  STATE/COUNTY-  HI/MAUI
 TU3408  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3408
 TU3408                         *CURRENT SURVEY CONTROL
 TU3408  ___________________________________________________________________
 TU3408* NAD 83(1993)-  21 04 53.69428(N)    157 01 42.29962(W)     ADJUSTED  
 TU3408* LOCAL TIDAL -                                                        
 TU3408  ___________________________________________________________________
 TU3408  EPOCH DATE  -        1993.62
 TU3408  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 TU3408  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3408
 TU3408  HORZ ORDER  -  THIRD
 TU3408
 TU3408.The horizontal coordinates were established by classical geodetic methods
 TU3408.and adjusted by the National Geodetic Survey in December 1998..
 TU3408.The horizontal coordinates are valid at the epoch date displayed above.
 TU3408.The epoch date for horizontal control is a decimal equivalence
 TU3408.of Year/Month/Day.
 TU3408
 TU3408
 TU3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3408
 TU3408.The geoid height was determined by GEOID03.
 TU3408
 TU3408;                    North         East     Units Scale Factor Converg.
 TU3408;SPC HI 2     -    82,880.943   462,410.260   MT  0.99998412   -0 07 48.4
 TU3408;UTM  04      - 2,332,444.491   704,822.947   MT  1.00011846   +0 42 33.9
 TU3408
 TU3408                          SUPERSEDED SURVEY CONTROL
 TU3408
 TU3408  NAD 83(1986)-  21 04 53.65228(N)    157 01 42.24703(W) AD(       ) 4
 TU3408  OLD HI      -  21 05 05.04600(N)    157 01 52.35000(W) AD(       ) 3
 TU3408
 TU3408.Superseded values are not recommended for survey control.
 TU3408.NGS no longer adjusts projects to the OLD HI datum.
 TU3408.See file dsdata.txt to determine how the superseded data were derived.
 TU3408
 TU3408_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0482332444(NAD 83)
 TU3408
 TU3408  HISTORY     - Date     Condition        Report By
 TU3408  HISTORY     - UNK      MONUMENTED
 TU3408  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3408
 TU3408                          STATION DESCRIPTION
 TU3408
 TU3408'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3408'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3408'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3408'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION WAS FOUND.  STATION
 TU3408'SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0143 ***********************************************************************
 TU0143  DESIGNATION -  B 1
 TU0143  PID         -  TU0143
 TU0143  STATE/COUNTY-  HI/HAWAII
 TU0143  USGS QUAD   -  MAUNA LOA (1993)
 TU0143
 TU0143                         *CURRENT SURVEY CONTROL
 TU0143  ___________________________________________________________________
 TU0143* NAD 83(1986)-  19 28 47.     (N)    155 36 09.     (W)     SCALED    
 TU0143* LOCAL TIDAL -      4162.372  (meters)   13656.05   (feet)  ADJ UNCH  
 TU0143  ___________________________________________________________________
 TU0143  GEOID HEIGHT-          27.56  (meters)                     GEOID03
 TU0143
 TU0143  VERT ORDER  -  FIRST     CLASS I
 TU0143
 TU0143.The horizontal coordinates were scaled from a topographic map and have
 TU0143.an estimated accuracy of +/- 6 seconds.
 TU0143
 TU0143.The orthometric height was key entered from printed documents
 TU0143.and not key verified.
 TU0143
 TU0143.The geoid height was determined by GEOID03.
 TU0143
 TU0143;                    North         East    Units  Estimated Accuracy
 TU0143;SPC HI 1     -    71,550.      489,240.      MT  (+/- 180 meters Scaled)
 TU0143
 TU0143                          SUPERSEDED SURVEY CONTROL
 TU0143
 TU0143.No superseded survey control is available for this station.
 TU0143
 TU0143_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB268559(NAD 83)
 TU0143_MARKER: DB = BENCH MARK DISK
 TU0143_SETTING: 66 = SET IN ROCK OUTCROP
 TU0143_SP_SET: ROCK OUTCROP
 TU0143_STAMPING: B 1 1926
 TU0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0143+STABILITY: POSITION/ELEVATION WELL
 TU0143
 TU0143  HISTORY     - Date     Condition        Report By
 TU0143  HISTORY     - 1926     MONUMENTED       CGS
 TU0143  HISTORY     - 1975     GOOD             NGS
 TU0143
 TU0143                          STATION DESCRIPTION
 TU0143
 TU0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0143'33.35 MI SW FROM VOLCANO.
 TU0143'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0143'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0143'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG THE MAUNA LOA ROAD,
 TU0143'CONTINUE 16.15 MILES SOUTHWESTERLY ALONG THE MAUNA LOA TRAIL FROM THE
 TU0143'END OF THE ROAD TO THE JUNCTION OF JEEP TRAIL, TURN LEFT
 TU0143'(SOUTHWESTERLY) AND FOLLOW JEEP TRAIL FOR 1.15 MILES TO WHERE JEEP
 TU0143'TRAIL ENDS, TURN SOUTH AND FOLLOW CAIRN TRAIL MARKERS UP 0.60 MILE
 TU0143'NEAR CRATERS RIM, IN TOP OF A LAVA BEDROCK, 130.0 FEET NORTHEAST OF
 TU0143'EDGE OF CRATER, 42.0 FEET SOUTH OF A USGS COPPER NAIL AND WASHER, IN
 TU0143'TOP OF A 4X4 FOOT ROCK OUTCROP, AND BM IS IN AN AREA WHERE IT IS FLAT
 TU0143'AND LOWER THAN SURROUNDING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0264 ***********************************************************************
 TU0264  DESIGNATION -  B 10
 TU0264  PID         -  TU0264
 TU0264  STATE/COUNTY-  HI/HONOLULU
 TU0264  USGS QUAD   -  HONOLULU (1983)
 TU0264
 TU0264                         *CURRENT SURVEY CONTROL
 TU0264  ___________________________________________________________________
 TU0264* NAD 83(1986)-  21 20 24.     (N)    157 52 24.     (W)     SCALED    
 TU0264* LOCAL TIDAL -        30.549  (meters)     100.23   (feet)  ADJ UNCH  
 TU0264  ___________________________________________________________________
 TU0264  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU0264
 TU0264  VERT ORDER  -  FIRST     CLASS II
 TU0264
 TU0264.The horizontal coordinates were scaled from a topographic map and have
 TU0264.an estimated accuracy of +/- 6 seconds.
 TU0264
 TU0264.The orthometric height was key entered from printed documents
 TU0264.and not key verified.
 TU0264
 TU0264.The geoid height was determined by GEOID03.
 TU0264
 TU0264;                    North         East    Units  Estimated Accuracy
 TU0264;SPC HI 3     -    19,200.      513,140.      MT  (+/- 180 meters Scaled)
 TU0264
 TU0264                          SUPERSEDED SURVEY CONTROL
 TU0264
 TU0264.No superseded survey control is available for this station.
 TU0264
 TU0264_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ168601(NAD 83)
 TU0264_MARKER: DB = BENCH MARK DISK
 TU0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0264_SP_SET: FOUNDATION
 TU0264_STAMPING: B 10 1966
 TU0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0264
 TU0264  HISTORY     - Date     Condition        Report By
 TU0264  HISTORY     - 1966     MONUMENTED       CGS
 TU0264  HISTORY     - 1969     GOOD             NGS
 TU0264  HISTORY     - 1973     GOOD             NGS
 TU0264
 TU0264                          STATION DESCRIPTION
 TU0264
 TU0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0264'2.25 MI NW FROM HONOLULU.
 TU0264'2.25 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0264'OF STATE HIGHWAY 61 AT HONOLULU, AT THE INTERSECTION OF LINAPUNI
 TU0264'STREET, IN THE TOP OF THE CONCRETE FOUNDATION OF AN IRON HANDRAIL
 TU0264'WHICH IS AT THE SOUTHEAST SIDE OF A SMALL MALL AND BUSSTOP WITH
 TU0264'CONCRETE BENCHES, 32.3 FEET SOUTHWEST OF THE CENTER LINE OF NORTH
 TU0264'SCHOOL STREET, 55.4 FEET SOUTHEAST OF THE CENTER LINE OF LINAOUNI
 TU0264'STREET, 7.0 FEET NORTH-NORTHWEST OF THE NEAR CORNER OF A TILE WALL
 TU0264'WITH THE WORDS HUHIO PARK TERRACE ENGRAVED ON IT, 14.8 FEET WEST OF
 TU0264'TELEPHONE POLE 108 BEARING A FIRE ALARM BOX, AND ABOUT 2 FEET HIGHER
 TU0264'THAN THE STREET.
 TU0264
 TU0264                          STATION RECOVERY (1973)
 TU0264
 TU0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TU0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0279 ***********************************************************************
 TU0279  DESIGNATION -  B 11
 TU0279  PID         -  TU0279
 TU0279  STATE/COUNTY-  HI/HONOLULU
 TU0279  USGS QUAD   -  HONOLULU (1983)
 TU0279
 TU0279                         *CURRENT SURVEY CONTROL
 TU0279  ___________________________________________________________________
 TU0279* NAD 83(1986)-  21 18 38.     (N)    157 51 31.     (W)     SCALED    
 TU0279* LOCAL TIDAL -         8.718  (meters)      28.60   (feet)  ADJ UNCH  
 TU0279  ___________________________________________________________________
 TU0279  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU0279
 TU0279  VERT ORDER  -  FIRST     CLASS II
 TU0279
 TU0279.The horizontal coordinates were scaled from a topographic map and have
 TU0279.an estimated accuracy of +/- 6 seconds.
 TU0279
 TU0279.The orthometric height was key entered from printed documents
 TU0279.and not key verified.
 TU0279
 TU0279.The geoid height was determined by GEOID03.
 TU0279
 TU0279;                    North         East    Units  Estimated Accuracy
 TU0279;SPC HI 3     -    15,940.      514,670.      MT  (+/- 180 meters Scaled)
 TU0279
 TU0279                          SUPERSEDED SURVEY CONTROL
 TU0279
 TU0279.No superseded survey control is available for this station.
 TU0279
 TU0279_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ183569(NAD 83)
 TU0279_MARKER: DB = BENCH MARK DISK
 TU0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0279_SP_SET: BUILDING
 TU0279_STAMPING: B 11 1969
 TU0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0279
 TU0279  HISTORY     - Date     Condition        Report By
 TU0279  HISTORY     - 1969     MONUMENTED       CGS
 TU0279  HISTORY     - 19990928 GOOD             USPSQD
 TU0279
 TU0279                          STATION DESCRIPTION
 TU0279
 TU0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0279'IN HONOLULU.
 TU0279'AT HONOLULU, 0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM THE POST
 TU0279'OFFICE AT HONOLULU, THENCE 0.2 MILE NORTHWEST ALONG SOUTH BERETANIA
 TU0279'STREET, AT THE JUNCTION OF STATE HIGHWAY 61, 15.5 FEET NORTHEAST OF
 TU0279'THE NORTHEAST CURB OF SOUTH BERETANIA STREET, 115.0 FEET NORTHWEST OF
 TU0279'THE NORTHWEST CURB OF THE HIGHWAY, VERTICALLY IN THE SOUTHEAST FACE OF
 TU0279'THE HONOLULU FIRE DEPARTMENT BUILDING, 1.0 FOOT NORTHEAST OF THE SOUTH
 TU0279'CORNER OF THE BUILDING, AND ABOUT 1 FOOT HIGHER THAN THE GROUND.
 TU0279
 TU0279                          STATION RECOVERY (1999)
 TU0279
 TU0279'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6427 ***********************************************************************
 AA6427  DESIGNATION -  B 111
 AA6427  PID         -  AA6427
 AA6427  STATE/COUNTY-  HI/HONOLULU
 AA6427  USGS QUAD   -  HONOLULU (1983)
 AA6427
 AA6427                         *CURRENT SURVEY CONTROL
 AA6427  ___________________________________________________________________
 AA6427* NAD 83(1986)-  21 20 01.     (N)    157 53 35.     (W)     SCALED    
 AA6427* LOCAL TIDAL -         2.188  (meters)       7.18   (feet)  ADJUSTED  
 AA6427  ___________________________________________________________________
 AA6427  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 AA6427  DYNAMIC HT  -           2.184 (meters)       7.17  (feet)  COMP
 AA6427  MODELED GRAV-     978,934.0   (mgal)                       NAVD 88
 AA6427
 AA6427  VERT ORDER  -  FIRST     CLASS II
 AA6427
 AA6427.The horizontal coordinates were scaled from a topographic map and have
 AA6427.an estimated accuracy of +/- 6 seconds.
 AA6427
 AA6427.The orthometric height was determined by differential leveling
 AA6427.and adjusted by the National Geodetic Survey in April 2001..
 AA6427
 AA6427.The geoid height was determined by GEOID03.
 AA6427
 AA6427.The dynamic height is computed by dividing the NAVD 88
 AA6427.geopotential number by the normal gravity value computed on the
 AA6427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6427.degrees latitude (g = 980.6199 gals.).
 AA6427
 AA6427.The modeled gravity was interpolated from observed gravity values.
 AA6427
 AA6427;                    North         East    Units  Estimated Accuracy
 AA6427;SPC HI 3     -    18,490.      511,090.      MT  (+/- 180 meters Scaled)
 AA6427
 AA6427                          SUPERSEDED SURVEY CONTROL
 AA6427
 AA6427.No superseded survey control is available for this station.
 AA6427
 AA6427_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ147594(NAD 83)
 AA6427_MARKER: B = BOLT
 AA6427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA6427_SP_SET: BRIDGE
 AA6427_MARK LOGO: NONE  
 AA6427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6427
 AA6427  HISTORY     - Date     Condition        Report By
 AA6427  HISTORY     - 1995     MONUMENTED       NOS
 AA6427
 AA6427                          STATION DESCRIPTION
 AA6427
 AA6427'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JGF)
 AA6427'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE BRIDGE OVER
 AA6427'KEEHI LAGOON ON THE SOUTH SIDE OF THE EASTBOUND LANES OF THE NIMITZ
 AA6427'HIGHWAY. ITS IS 0.65 M (2.13 FT) SOUTH OF THE CURB OF HIGHWAY, 0.52
 AA6427'METER (1.71 FT) NORTH OF THE WALL AT THE EDGE OF THE BRIDGE AND 0.82
 AA6427'METER (2.69 FT) WEST OF THE EAST END OF BRIDGE, THE SIDEWALK STARTS TO
 AA6427'SLOPE AT THE END OF THE BRIDGE. ADJECT TO THE BOLT B 111 IS ETCHED
 AA6427'INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0317 ***********************************************************************
 TU0317  DESIGNATION -  B 12
 TU0317  PID         -  TU0317
 TU0317  STATE/COUNTY-  HI/HONOLULU
 TU0317  USGS QUAD   -  HONOLULU (1983)
 TU0317
 TU0317                         *CURRENT SURVEY CONTROL
 TU0317  ___________________________________________________________________
 TU0317* NAD 83(1986)-  21 15 34.     (N)    157 47 46.     (W)     SCALED    
 TU0317* LOCAL TIDAL -        16.913  (meters)      55.49   (feet)  ADJ UNCH  
 TU0317  ___________________________________________________________________
 TU0317  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU0317
 TU0317  VERT ORDER  -  FIRST     CLASS II
 TU0317
 TU0317.The horizontal coordinates were scaled from a topographic map and have
 TU0317.an estimated accuracy of +/- 6 seconds.
 TU0317
 TU0317.The orthometric height was key entered from printed documents
 TU0317.and not key verified.
 TU0317
 TU0317.The geoid height was determined by GEOID03.
 TU0317
 TU0317;                    North         East    Units  Estimated Accuracy
 TU0317;SPC HI 3     -    10,290.      521,160.      MT  (+/- 180 meters Scaled)
 TU0317
 TU0317                          SUPERSEDED SURVEY CONTROL
 TU0317
 TU0317.No superseded survey control is available for this station.
 TU0317
 TU0317_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ249513(NAD 83)
 TU0317_MARKER: DB = BENCH MARK DISK
 TU0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0317_SP_SET: STORM DRAIN
 TU0317_STAMPING: B 12 1969
 TU0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0317+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 TU0317
 TU0317  HISTORY     - Date     Condition        Report By
 TU0317  HISTORY     - 1969     MONUMENTED       CGS
 TU0317  HISTORY     - 19990418 GOOD             USPSQD
 TU0317  HISTORY     - 20041121 GOOD             JCLS
 TU0317
 TU0317                          STATION DESCRIPTION
 TU0317
 TU0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0317'6.45 MI SE FROM HONOLULU.
 TU0317'1.7 MILES EAST ALONG KING STREET FROM THE POST OFFICE AT HONOLULU,
 TU0317'THENCE 3.15 MILES SOUTHEAST ALONG KALAKAUA AVENUE, THENCE 1.5 MILES
 TU0317'EAST-NORTHEAST ALONG DIAMOND HEAD ROAD, THENCE 0.1 MILE NORTHEAST
 TU0317'ALONG KAHALA AVENUE, 31 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 TU0317'AVENUE, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE STORM DRAIN
 TU0317'ON THE SOUTHEAST SIDE OF LEAHI PARK, ACROSS THE AVENUE FROM 4005
 TU0317'DIAMOND HEAD ROAD, 65.6 FEET NORTHWEST OF AND ACROSS THE AVENUE FROM
 TU0317'FIRE HYDRANT 3383, 58.8 FEET EAST OF A 4 1/2 BY 4 1/2-FOOT METAL VAULT
 TU0317'WITH A H.E.CO.LTD PLAQUE, 15.8 FEET SOUTHWEST OF A METAL LIGHT POLE,
 TU0317'AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 TU0317
 TU0317                          STATION RECOVERY (1999)
 TU0317
 TU0317'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0317'RECOVERED IN GOOD CONDITION.
 TU0317
 TU0317                          STATION RECOVERY (2004)
 TU0317
 TU0317'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0462 ***********************************************************************
 TU0462  DESIGNATION -  B 13
 TU0462  PID         -  TU0462
 TU0462  STATE/COUNTY-  HI/HONOLULU
 TU0462  USGS QUAD   -  HONOLULU (1983)
 TU0462
 TU0462                         *CURRENT SURVEY CONTROL
 TU0462  ___________________________________________________________________
 TU0462* NAD 83(1986)-  21 20 41.     (N)    157 51 48.     (W)     SCALED    
 TU0462* LOCAL TIDAL -        65.640  (meters)     215.35   (feet)  ADJ UNCH  
 TU0462  ___________________________________________________________________
 TU0462  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU0462
 TU0462  VERT ORDER  -  FIRST     CLASS II
 TU0462
 TU0462.The horizontal coordinates were scaled from a topographic map and have
 TU0462.an estimated accuracy of +/- 6 seconds.
 TU0462
 TU0462.The orthometric height was key entered from printed documents
 TU0462.and not key verified.
 TU0462
 TU0462.The geoid height was determined by GEOID03.
 TU0462
 TU0462;                    North         East    Units  Estimated Accuracy
 TU0462;SPC HI 3     -    19,720.      514,180.      MT  (+/- 180 meters Scaled)
 TU0462
 TU0462                          SUPERSEDED SURVEY CONTROL
 TU0462
 TU0462.No superseded survey control is available for this station.
 TU0462
 TU0462_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ178607(NAD 83)
 TU0462_MARKER: DB = BENCH MARK DISK
 TU0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0462_SP_SET: STORM DRAIN
 TU0462_STAMPING: B 13 1969
 TU0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0462
 TU0462  HISTORY     - Date     Condition        Report By
 TU0462  HISTORY     - 1969     MONUMENTED       CGS
 TU0462
 TU0462                          STATION DESCRIPTION
 TU0462
 TU0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0462'2.65 MI NW FROM HONOLULU.
 TU0462'1.85 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0462'OF STATE HIGHWAY 61 AT HONOLULU, THENCE 0.1 MILE NORTHEAST ALONG
 TU0462'LIKEKIKO HIGHWAY, THENCE 0.7 MILE NORTHEAST ALONG KALIHI STREET, AT
 TU0462'THE INTERSECTION OF MACHADO STREET, IN THE WEST CORNER OF AN ASPHALT
 TU0462'PARKING AREA, ACROSS THE STREET FROM RESIDENCE NO. 2302 KALIHI STREET,
 TU0462'IN THE SOUTHEAST CORNER OF A CONCRETE STORM DRAIN, 35.0 FEET SOUTHEAST
 TU0462'OF THE CENTER LINE OF KALIHI STREET, 23.5 FEET NORTHEAST OF THE CENTER
 TU0462'LINE OF MACHADO STREET, 7.3 FEET NORTH OF A STOP SIGN POST, 2.6 FEET
 TU0462'SOUTH-SOUTHEAST OF THE CENTER OF A MANHOLE COVER, 13.7 FEET EAST OF
 TU0462'THE CENTER OF A 2-FOOT IRON MANHOLE COVER IN MACHADO STREET, AND ABOUT
 TU0462'1/2 FOOT HIGHER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0616 ***********************************************************************
 TU0616  DESIGNATION -  B 14
 TU0616  PID         -  TU0616
 TU0616  STATE/COUNTY-  HI/HONOLULU
 TU0616  USGS QUAD   -  EWA (1983)
 TU0616
 TU0616                         *CURRENT SURVEY CONTROL
 TU0616  ___________________________________________________________________
 TU0616* NAD 83(1986)-  21 22 10.     (N)    158 08 10.     (W)     SCALED    
 TU0616* LOCAL TIDAL -         6.015  (meters)      19.73   (feet)  ADJ UNCH  
 TU0616  ___________________________________________________________________
 TU0616  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU0616
 TU0616  VERT ORDER  -  FIRST     CLASS II
 TU0616
 TU0616.The horizontal coordinates were scaled from a topographic map and have
 TU0616.an estimated accuracy of +/- 6 seconds.
 TU0616
 TU0616.The orthometric height was key entered from printed documents
 TU0616.and not key verified.
 TU0616
 TU0616.The geoid height was determined by GEOID03.
 TU0616
 TU0616;                    North         East    Units  Estimated Accuracy
 TU0616;SPC HI 3     -    22,460.      485,880.      MT  (+/- 180 meters Scaled)
 TU0616
 TU0616                          SUPERSEDED SURVEY CONTROL
 TU0616
 TU0616.No superseded survey control is available for this station.
 TU0616
 TU0616_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ895632(NAD 83)
 TU0616_MARKER: DB = BENCH MARK DISK
 TU0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0616_SP_SET: STEP
 TU0616_STAMPING: B 14 1969
 TU0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0616
 TU0616  HISTORY     - Date     Condition        Report By
 TU0616  HISTORY     - 1969     MONUMENTED       CGS
 TU0616
 TU0616                          STATION DESCRIPTION
 TU0616
 TU0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0616'1.6 MI SE FROM NANAKULI.
 TU0616'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0616'NANAKULI, IN THE TOP OF A CORAL ROCK LEDGE ALONG THE SOUTH EDGE OF
 TU0616'KOKIO PARK, 96.0 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 52.8
 TU0616'FEET NORTHWEST OF THE NORTHEAST END OF THE NORTHWEST HANDRAIL FOR
 TU0616'STEPS LEADING TO THE BEACH AREA, 75.9 FEET SOUTHEAST OF THE SOUTHEAST
 TU0616'CORNER OF A ROCK RESTROOM BUILDING, 2.0 FEET NORTH OF THE SOUTH END OF
 TU0616'THE LEDGE, AND ABOUT 8 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0588 ***********************************************************************
 TU0588  DESIGNATION -  B 15
 TU0588  PID         -  TU0588
 TU0588  STATE/COUNTY-  HI/HONOLULU
 TU0588  USGS QUAD   -  HALEIWA (1983)
 TU0588
 TU0588                         *CURRENT SURVEY CONTROL
 TU0588  ___________________________________________________________________
 TU0588* NAD 83(1986)-  21 30 16.     (N)    158 03 12.     (W)     SCALED    
 TU0588* LOCAL TIDAL -       260.606  (meters)     855.00   (feet)  ADJ UNCH  
 TU0588  ___________________________________________________________________
 TU0588  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU0588
 TU0588  VERT ORDER  -  FIRST     CLASS II
 TU0588
 TU0588.The horizontal coordinates were scaled from a topographic map and have
 TU0588.an estimated accuracy of +/- 6 seconds.
 TU0588
 TU0588.The orthometric height was key entered from printed documents
 TU0588.and not key verified.
 TU0588
 TU0588.The geoid height was determined by GEOID03.
 TU0588
 TU0588;                    North         East    Units  Estimated Accuracy
 TU0588;SPC HI 3     -    37,400.      494,470.      MT  (+/- 180 meters Scaled)
 TU0588
 TU0588                          SUPERSEDED SURVEY CONTROL
 TU0588
 TU0588.No superseded survey control is available for this station.
 TU0588
 TU0588_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ980782(NAD 83)
 TU0588_MARKER: DB = BENCH MARK DISK
 TU0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0588_SP_SET: CULVERT
 TU0588_STAMPING: B 15 1969
 TU0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0588
 TU0588  HISTORY     - Date     Condition        Report By
 TU0588  HISTORY     - 1969     MONUMENTED       CGS
 TU0588
 TU0588                          STATION DESCRIPTION
 TU0588
 TU0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0588'3.05 MI NW FROM WAHIAWA.
 TU0588'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0588'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0588'SOUTH ALONG STATE HIGHWAY 80, THENCE 2.35 MILES NORTHWEST ALONG STATE
 TU0588'HIGHWAY 99, 0.2 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 82,
 TU0588'ABOUT 75 YARDS SOUTHEAST OF THE Y JUNCTION OF A ROAD EAST TO A FIELD,
 TU0588'21.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52.8 FEET
 TU0588'SOUTHEAST OF A HAWAII 99 SIGN, 1.4 FEET NORTH OF A CONCRETE POST OF A
 TU0588'GUARDRAIL, AND IN THE SOUTHWEST CORNER OF A U-SHAPED HEADWALL OF A
 TU0588'36-INCH PIPE CULVERT, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0269 ***********************************************************************
 TU0269  DESIGNATION -  B 19
 TU0269  PID         -  TU0269
 TU0269  STATE/COUNTY-  HI/HONOLULU
 TU0269  USGS QUAD   -  HONOLULU (1983)
 TU0269
 TU0269                         *CURRENT SURVEY CONTROL
 TU0269  ___________________________________________________________________
 TU0269* NAD 83(1986)-  21 20 30.     (N)    157 52 28.     (W)     SCALED    
 TU0269* LOCAL TIDAL -        35.494  (meters)     116.45   (feet)  ADJ UNCH  
 TU0269  ___________________________________________________________________
 TU0269  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU0269
 TU0269  VERT ORDER  -  SECOND    CLASS 0
 TU0269
 TU0269.The horizontal coordinates were scaled from a topographic map and have
 TU0269.an estimated accuracy of +/- 6 seconds.
 TU0269
 TU0269.The orthometric height was key entered from printed documents
 TU0269.and not key verified.
 TU0269
 TU0269.The geoid height was determined by GEOID03.
 TU0269
 TU0269;                    North         East    Units  Estimated Accuracy
 TU0269;SPC HI 3     -    19,380.      513,020.      MT  (+/- 180 meters Scaled)
 TU0269
 TU0269                          SUPERSEDED SURVEY CONTROL
 TU0269
 TU0269.No superseded survey control is available for this station.
 TU0269
 TU0269_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ167603(NAD 83)
 TU0269_MARKER: DB = BENCH MARK DISK
 TU0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0269_SP_SET: FOOTING
 TU0269_STAMPING: B 19 1973
 TU0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0269
 TU0269  HISTORY     - Date     Condition        Report By
 TU0269  HISTORY     - 1973     MONUMENTED       NGS
 TU0269
 TU0269                          STATION DESCRIPTION
 TU0269
 TU0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TU0269'2.3 MI NW FROM HONOLULU.
 TU0269'2.30 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0269'OF STATE HIGHWAY 61 AT HONOLULU, AT 2314 NORTH SCHOOL STREET, 50 YARDS
 TU0269'EAST OF THE INTERSECTION OF KAMEHAMEHA IV, 24 FEET NORTH OF THE
 TU0269'CENTERLINE OF NORTH SCHOOL STREET, 0.9 FOOT NORTH OF THE NORTH FACE OF
 TU0269'A 2-FOOT IN DIAMETER METAL HIGH LINE POLE AND AT THE SOUTH SIDE OF A
 TU0269'TEXACO SERVICE STATION.  THE MARK IS CEMENTED IN A DRILL HOLE IN THE
 TU0269'CONCRETE FOOTING FOR THE HIGH LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0041 ***********************************************************************
 TU0041  DESIGNATION -  B 2
 TU0041  PID         -  TU0041
 TU0041  STATE/COUNTY-  HI/HAWAII
 TU0041  USGS QUAD   -  HILO (1995)
 TU0041
 TU0041                         *CURRENT SURVEY CONTROL
 TU0041  ___________________________________________________________________
 TU0041* NAD 83(1986)-  19 40 25.     (N)    155 03 59.     (W)     SCALED    
 TU0041* LOCAL TIDAL -        60.286  (meters)     197.79   (feet)  ADJ UNCH  
 TU0041  ___________________________________________________________________
 TU0041  GEOID HEIGHT-          18.21  (meters)                     GEOID03
 TU0041
 TU0041  VERT ORDER  -  FIRST     CLASS I
 TU0041
 TU0041.The horizontal coordinates were scaled from a topographic map and have
 TU0041.an estimated accuracy of +/- 6 seconds.
 TU0041
 TU0041.The orthometric height was key entered from printed documents
 TU0041.and not key verified.
 TU0041
 TU0041.The geoid height was determined by GEOID03.
 TU0041
 TU0041;                    North         East    Units  Estimated Accuracy
 TU0041;SPC HI 1     -    93,070.      545,470.      MT  (+/- 180 meters Scaled)
 TU0041
 TU0041                          SUPERSEDED SURVEY CONTROL
 TU0041
 TU0041.No superseded survey control is available for this station.
 TU0041
 TU0041_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB833766(NAD 83)
 TU0041_MARKER: DB = BENCH MARK DISK
 TU0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0041_SP_SET: BRIDGE
 TU0041_STAMPING: B 2 1926
 TU0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0041
 TU0041  HISTORY     - Date     Condition        Report By
 TU0041  HISTORY     - 1926     MONUMENTED       CGS
 TU0041  HISTORY     - 1975     GOOD             NGS
 TU0041
 TU0041                          STATION DESCRIPTION
 TU0041
 TU0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0041'4.05 MI SE FROM HILO.
 TU0041'0.15 MILE SOUTHEAST ALONG KINOOLE STREET FROM THE POST OFFICE IN HILO,
 TU0041'THENCE 0.05 MILE NORTHEAST ALONG HAILI STREET, THENCE 3.85 MILES
 TU0041'SOUTHEAST ALONG KILAUEA AVENUE TO THE MARK ON THE RIGHT.  SET IN THE
 TU0041'TOP OF THE SOUTH END OF THE WEST CONCRETE GUARD RAIL OF A SMALL
 TU0041'BRIDGE.  110 YARDS (PACES) SOUTH OF THE CENTERLINE OF HAIHAI STREET.
 TU0041'10.5 FEET SOUTHWEST OF THE CENTERLINE OF KILAUEA AVENUE. 2.0 FEET
 TU0041'ABOVE THE LEVEL OF THE AVENUE.  0.6 FOOT NORTHWEST OF THE SOUTHEAST
 TU0041'END OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0031 ***********************************************************************
 TU0031  DESIGNATION -  B 20
 TU0031  PID         -  TU0031
 TU0031  STATE/COUNTY-  HI/HAWAII
 TU0031  USGS QUAD   -  HILO (1995)
 TU0031
 TU0031                         *CURRENT SURVEY CONTROL
 TU0031  ___________________________________________________________________
 TU0031* NAD 83(1986)-  19 43 14.     (N)    155 04 43.     (W)     SCALED    
 TU0031* LOCAL TIDAL -         2.687  (meters)       8.82   (feet)  ADJ UNCH  
 TU0031  ___________________________________________________________________
 TU0031  GEOID HEIGHT-          18.23  (meters)                     GEOID03
 TU0031
 TU0031  VERT ORDER  -  FIRST     CLASS I
 TU0031
 TU0031.The horizontal coordinates were scaled from a topographic map and have
 TU0031.an estimated accuracy of +/- 6 seconds.
 TU0031
 TU0031.The orthometric height was key entered from printed documents
 TU0031.and not key verified.
 TU0031
 TU0031.The geoid height was determined by GEOID03.
 TU0031
 TU0031;                    North         East    Units  Estimated Accuracy
 TU0031;SPC HI 1     -    98,260.      544,170.      MT  (+/- 180 meters Scaled)
 TU0031
 TU0031                          SUPERSEDED SURVEY CONTROL
 TU0031
 TU0031.No superseded survey control is available for this station.
 TU0031
 TU0031_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB821818(NAD 83)
 TU0031_MARKER: DB = BENCH MARK DISK
 TU0031_SETTING: 66 = SET IN ROCK OUTCROP
 TU0031_SP_SET: ROCK OUTCROP
 TU0031_STAMPING: B 20 1975
 TU0031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0031+STABILITY: POSITION/ELEVATION WELL
 TU0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0031+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 TU0031
 TU0031  HISTORY     - Date     Condition        Report By
 TU0031  HISTORY     - 1975     MONUMENTED       NGS
 TU0031  HISTORY     - 20040429 GOOD             JCLS
 TU0031
 TU0031                          STATION DESCRIPTION
 TU0031
 TU0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0031'IN HILO.
 TU0031'0.95 MILE WEST ALONG KAMEHAMEHA AVE. (ST. HWY. 19) FROM THE
 TU0031'INTERSECTIONS OF STATE HIGHWAYS 11 AND 19, THENCE 0.10 MILE SOUTH
 TU0031'ALONG PAUHI STREET TO THE MARK ON THE RIGHT.  SET IN THE TOP OF THE
 TU0031'EAST END OF A LARGE LAVA OUTCROP.  26.6 FEET WEST OF THE WEST CURB OF
 TU0031'PAUHI STREET.  9.0 FEET SOUTH OF THE SOUTH EDGE OF A RETAINING WALL
 TU0031'FOR A DRAINAGE CANAL.  ABOUT 2.0 FEET ABOVE THE LEVEL OF THE STREET.
 TU0031
 TU0031                          STATION RECOVERY (2004)
 TU0031
 TU0031'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0140 ***********************************************************************
 TU0140  DESIGNATION -  B 21
 TU0140  PID         -  TU0140
 TU0140  STATE/COUNTY-  HI/HAWAII
 TU0140  USGS QUAD   -  MAUNA LOA (1993)
 TU0140
 TU0140                         *CURRENT SURVEY CONTROL
 TU0140  ___________________________________________________________________
 TU0140* NAD 83(1986)-  19 29 15.     (N)    155 35 46.     (W)     SCALED    
 TU0140* LOCAL TIDAL -      4075.484  (meters)   13370.98   (feet)  ADJ UNCH  
 TU0140  ___________________________________________________________________
 TU0140  GEOID HEIGHT-          27.63  (meters)                     GEOID03
 TU0140
 TU0140  VERT ORDER  -  FIRST     CLASS I
 TU0140
 TU0140.The horizontal coordinates were scaled from a topographic map and have
 TU0140.an estimated accuracy of +/- 6 seconds.
 TU0140
 TU0140.The orthometric height was key entered from printed documents
 TU0140.and not key verified.
 TU0140
 TU0140.The geoid height was determined by GEOID03.
 TU0140
 TU0140;                    North         East    Units  Estimated Accuracy
 TU0140;SPC HI 1     -    72,410.      489,910.      MT  (+/- 180 meters Scaled)
 TU0140
 TU0140                          SUPERSEDED SURVEY CONTROL
 TU0140
 TU0140.No superseded survey control is available for this station.
 TU0140
 TU0140_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB274568(NAD 83)
 TU0140_MARKER: DB = BENCH MARK DISK
 TU0140_SETTING: 66 = SET IN ROCK OUTCROP
 TU0140_SP_SET: LAVA OUTCROP
 TU0140_STAMPING: B 21 1975
 TU0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0140+STABILITY: POSITION/ELEVATION WELL
 TU0140
 TU0140  HISTORY     - Date     Condition        Report By
 TU0140  HISTORY     - 1975     MONUMENTED       NGS
 TU0140
 TU0140                          STATION DESCRIPTION
 TU0140
 TU0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0140'32.55 MI SW FROM VOLCANO.
 TU0140'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0140'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0140'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0140'CONTINUE 16.15 MILES SOUTHWESTERLY ALONG MAUNA LOA TRAIL FROM THE END
 TU0140'OF ROAD TO THE JUNCTION OF JEEP TRAIL, TURN LEFT (SOUTHWESTERLY) AND
 TU0140'FOLLOW TRAIL FOR 0.95 MILE TO MARK ON LEFT, IN TOP OF A LAVA OUTCROP,
 TU0140'ABOUT 0.20 MILE NORTHEAST OF A WHITE BUILDING WHERE JEEP TRAIL ENDS,
 TU0140'15.0 FEET WEST OF THE CENTER OF JEEP TRAIL, 2.0 FEET NORTH OF A LAVA
 TU0140'CAIRN, AND ABOUT 1.0 FOOT ABOVE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0170 ***********************************************************************
 TU0170  DESIGNATION -  B 22
 TU0170  PID         -  TU0170
 TU0170  STATE/COUNTY-  HI/HAWAII
 TU0170  USGS QUAD   -  KOKOOLAU (1982)
 TU0170
 TU0170                         *CURRENT SURVEY CONTROL
 TU0170  ___________________________________________________________________
 TU0170* NAD 83(1986)-  19 30 14.     (N)    155 33 21.     (W)     SCALED    
 TU0170* LOCAL TIDAL -      3741.908  (meters)   12276.58   (feet)  ADJ UNCH  
 TU0170  ___________________________________________________________________
 TU0170  GEOID HEIGHT-          27.78  (meters)                     GEOID03
 TU0170
 TU0170  VERT ORDER  -  FIRST     CLASS I
 TU0170
 TU0170.The horizontal coordinates were scaled from a topographic map and have
 TU0170.an estimated accuracy of +/- 6 seconds.
 TU0170
 TU0170.The orthometric height was key entered from printed documents
 TU0170.and not key verified.
 TU0170
 TU0170.The geoid height was determined by GEOID03.
 TU0170
 TU0170;                    North         East    Units  Estimated Accuracy
 TU0170;SPC HI 1     -    74,230.      494,140.      MT  (+/- 180 meters Scaled)
 TU0170
 TU0170                          SUPERSEDED SURVEY CONTROL
 TU0170
 TU0170.No superseded survey control is available for this station.
 TU0170
 TU0170_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB317585(NAD 83)
 TU0170_MARKER: DB = BENCH MARK DISK
 TU0170_SETTING: 66 = SET IN ROCK OUTCROP
 TU0170_SP_SET: BEDROCK
 TU0170_STAMPING: B 22 1975
 TU0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0170+STABILITY: POSITION/ELEVATION WELL
 TU0170
 TU0170  HISTORY     - Date     Condition        Report By
 TU0170  HISTORY     - 1975     MONUMENTED       NGS
 TU0170
 TU0170                          STATION DESCRIPTION
 TU0170
 TU0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0170'28.90 MI SW FROM VOLCANO.
 TU0170'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0170'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0170'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0170'CONTINUE 13.35 MILES SOUTHWESTERLY ALONG MAUNA LOA TRAIL FROM THE END
 TU0170'OF THE ROAD TO MARK ON LEFT NEAR THE OPONAKU O HANALE CONE, IN TOP OF
 TU0170'A LAVA BEDROCK, 42.0 FEET SOUTHEAST OF THE CENTER OF TRAIL, 38.0 FEET
 TU0170'SOUTH OF TRAIL CAIRN, 1.0 FOOT NORTHWEST OF A SMALL CAIRN, 72.0 FEET
 TU0170'EAST-SOUTHEAST OF A SIGN BEARING OPONAKU O HANALE, AND 2 FEET ABOVE
 TU0170'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0885 ***********************************************************************
 TU0885  DESIGNATION -  B 23
 TU0885  PID         -  TU0885
 TU0885  STATE/COUNTY-  HI/MAUI
 TU0885  USGS QUAD   -  MAKENA (1995)
 TU0885
 TU0885                         *CURRENT SURVEY CONTROL
 TU0885  ___________________________________________________________________
 TU0885* NAD 83(1986)-  20 39 12.     (N)    156 26 01.     (W)     SCALED    
 TU0885* LOCAL TIDAL -        63.024  (meters)     206.77   (feet)  ADJUSTED  
 TU0885  ___________________________________________________________________
 TU0885  GEOID HEIGHT-          16.65  (meters)                     GEOID03
 TU0885
 TU0885  VERT ORDER  -  FIRST     CLASS I
 TU0885
 TU0885.The horizontal coordinates were scaled from a topographic map and have
 TU0885.an estimated accuracy of +/- 6 seconds.
 TU0885
 TU0885.The orthometric height was determined by differential leveling
 TU0885.and adjusted by the National Geodetic Survey in December 2003..
 TU0885
 TU0885.The geoid height was determined by GEOID03.
 TU0885
 TU0885;                    North         East    Units  Estimated Accuracy
 TU0885;SPC HI 2     -    35,440.      524,290.      MT  (+/- 180 meters Scaled)
 TU0885
 TU0885                          SUPERSEDED SURVEY CONTROL
 TU0885
 TU0885.No superseded survey control is available for this station.
 TU0885
 TU0885_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH674858(NAD 83)
 TU0885_MARKER: DV = VERTICAL CONTROL DISK
 TU0885_SETTING: 66 = SET IN ROCK OUTCROP
 TU0885_SP_SET: SET IN ROCK OUTCROP
 TU0885_STAMPING: B 23 1979
 TU0885_MARK LOGO: NGS   
 TU0885_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0885+STABILITY: POSITION/ELEVATION WELL
 TU0885
 TU0885  HISTORY     - Date     Condition        Report By
 TU0885  HISTORY     - 1979     MONUMENTED       NGS
 TU0885
 TU0885                          STATION DESCRIPTION
 TU0885
 TU0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0885'0.6 MILE EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF THE ROAD
 TU0885'LEADING SOUTH TO LA PEROUSE BAY (KIHEI ROAD) IN MAKENA, AT A
 TU0885'CROSSROAD, SET IN TOP OF A LAVA FLOW OUTCROP, 81 FEET NORTH OF UTILITY
 TU0885'POLE NUMBER 27, 54 FEET NORTH OF THE CENTER OF THE HIGHWAY, AND 12
 TU0885'FEET WEST OF THE CENTER OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0915 ***********************************************************************
 TU0915  DESIGNATION -  B 24
 TU0915  PID         -  TU0915
 TU0915  STATE/COUNTY-  HI/MAUI
 TU0915  USGS QUAD   -  PAIA (1997)
 TU0915
 TU0915                         *CURRENT SURVEY CONTROL
 TU0915  ___________________________________________________________________
 TU0915* NAD 83(1986)-  20 50 50.     (N)    156 21 05.     (W)     SCALED    
 TU0915* LOCAL TIDAL -       342.455  (meters)    1123.54   (feet)  ADJUSTED  
 TU0915  ___________________________________________________________________
 TU0915  GEOID HEIGHT-          16.18  (meters)                     GEOID03
 TU0915
 TU0915  VERT ORDER  -  FIRST     CLASS I
 TU0915
 TU0915.The horizontal coordinates were scaled from a topographic map and have
 TU0915.an estimated accuracy of +/- 6 seconds.
 TU0915
 TU0915.The orthometric height was determined by differential leveling
 TU0915.and adjusted by the National Geodetic Survey in December 2003..
 TU0915
 TU0915.The geoid height was determined by GEOID03.
 TU0915
 TU0915;                    North         East    Units  Estimated Accuracy
 TU0915;SPC HI 2     -    56,920.      532,810.      MT  (+/- 180 meters Scaled)
 TU0915
 TU0915                          SUPERSEDED SURVEY CONTROL
 TU0915
 TU0915.No superseded survey control is available for this station.
 TU0915
 TU0915_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ756075(NAD 83)
 TU0915_MARKER: DV = VERTICAL CONTROL DISK
 TU0915_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TU0915_SP_SET: CULVERT HEADWALL ON LAVA FLOW
 TU0915_STAMPING: B 24 1979
 TU0915_MARK LOGO: NGS   
 TU0915_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0915+STABILITY: SURFACE MOTION
 TU0915
 TU0915  HISTORY     - Date     Condition        Report By
 TU0915  HISTORY     - 1979     MONUMENTED       NGS
 TU0915
 TU0915                          STATION DESCRIPTION
 TU0915
 TU0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0915'1.6 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 TU0915'HIGHWAY 400 IN PUKALANI, SET IN TOP CENTER OF THE EAST CONCRETE
 TU0915'HEADWALL OF A BOX CULVERT, 27 FEET EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0374 ***********************************************************************
 TU0374  DESIGNATION -  B 4
 TU0374  PID         -  TU0374
 TU0374  STATE/COUNTY-  HI/HONOLULU
 TU0374  USGS QUAD   -  KANEOHE (1983)
 TU0374
 TU0374                         *CURRENT SURVEY CONTROL
 TU0374  ___________________________________________________________________
 TU0374* NAD 83(1993)-  21 25 56.97157(N)    157 48 33.78018(W)     ADJUSTED  
 TU0374* LOCAL TIDAL -        12.543  (meters)      41.15   (feet)  ADJ UNCH  
 TU0374  ___________________________________________________________________
 TU0374  EPOCH DATE  -        1993.62
 TU0374  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 TU0374  GEOID HEIGHT-          15.92  (meters)                     GEOID03
 TU0374
 TU0374  HORZ ORDER  -  SECOND
 TU0374  VERT ORDER  -  FIRST     CLASS II
 TU0374
 TU0374.The horizontal coordinates were established by classical geodetic methods
 TU0374.and adjusted by the National Geodetic Survey in December 1998..
 TU0374.The horizontal coordinates are valid at the epoch date displayed above.
 TU0374.The epoch date for horizontal control is a decimal equivalence
 TU0374.of Year/Month/Day.
 TU0374
 TU0374.The orthometric height was key entered from printed documents
 TU0374.and not key verified.
 TU0374
 TU0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0374
 TU0374.The geoid height was determined by GEOID03.
 TU0374
 TU0374;                    North         East     Units Scale Factor Converg.
 TU0374;SPC HI 3     -    29,444.160   519,760.663   MT  0.99999482   +0 04 10.7
 TU0374;UTM  04      - 2,370,482.439   623,385.966   MT  0.99978812   +0 26 06.4
 TU0374
 TU0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0374!SPC HI 3     -   0.99999553  x   0.99999482  =   0.99999035
 TU0374!UTM  04      -   0.99999553  x   0.99978812  =   0.99978365
 TU0374
 TU0374                          SUPERSEDED SURVEY CONTROL
 TU0374
 TU0374  NAD 83(1986)-  21 25 56.92177(N)    157 48 33.78848(W) AD(       ) 2
 TU0374  OLD HI      -  21 26 08.34123(N)    157 48 43.67297(W) AD(       ) 2
 TU0374
 TU0374.Superseded values are not recommended for survey control.
 TU0374.NGS no longer adjusts projects to the OLD HI datum.
 TU0374.See file dsdata.txt to determine how the superseded data were derived.
 TU0374
 TU0374_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2338670482(NAD 83)
 TU0374_MARKER: DE = TRAVERSE STATION DISK
 TU0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0374_STAMPING: B 4 1927
 TU0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0374+STABILITY: SURFACE MOTION
 TU0374
 TU0374  HISTORY     - Date     Condition        Report By
 TU0374  HISTORY     - 1927     MONUMENTED       CGS
 TU0374  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0374  HISTORY     - 1969     GOOD             NGS
 TU0374
 TU0374                          STATION DESCRIPTION
 TU0374
 TU0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CS)
 TU0374'1.1 MILES NORTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0374'KANEOHE, 0.25 MILE SOUTHEAST OF A LONG CONCRETE BRIDGE, 25.2
 TU0374'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25.0 FEET
 TU0374'SOUTH OF POWER POLE 50, 7.8 FEET SOUTHWEST OF A TRIANGLE BLAZE
 TU0374'ON A 16-INCH MONKEY POD TREE, 11.3 FEET SOUTH-SOUTHWEST OF A
 TU0374'12-INCH MONKEY POD TREE, AND SET IN THE TOP OF A CONCRETE POST
 TU0374'ABOUT 1-1/2 FEET UNDERGROUND.
 TU0374
 TU0374                          STATION RECOVERY (1969)
 TU0374
 TU0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0374'1.1 MI N FROM KANEOHE.
 TU0374'1.1 MILES NORTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0374'KANEOHE, 0.25 MILE SOUTHEAST OF A LONG CONCRETE BRIDGE, 25.2 FEET
 TU0374'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25.0 FEET SOUTH OF POWER
 TU0374'POLE 50, 7.8 FEET SOUTHWEST OF A TRIANGLE BLAZE ON A 16-INCH MONKEY
 TU0374'POD TREE, 11.3 FEET SOUTH-SOUTHWEST OF A 12-INCH MONKEY POD TREE, AND
 TU0374'SET IN THE TOP OF A CONCRETE POST ABOUT 1 1/2 FEET UNDERGROUND. NOTE--
 TU0374'AT PRESENT THERE IS A NEW HOUSING PROJECT IN THIS AREA, WHEN FINISHED.
 TU0374'A NEW AND COMPLETE DESCRIPTION WILL BE NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0295 ***********************************************************************
 TU0295  DESIGNATION -  B 5
 TU0295  PID         -  TU0295
 TU0295  STATE/COUNTY-  HI/HONOLULU
 TU0295  USGS QUAD   -  HONOLULU (1983)
 TU0295
 TU0295                         *CURRENT SURVEY CONTROL
 TU0295  ___________________________________________________________________
 TU0295* NAD 83(1993)-  21 17 39.55338(N)    157 51 26.91286(W)     ADJUSTED  
 TU0295* LOCAL TIDAL -         1.839  (meters)       6.03   (feet)  ADJ UNCH  
 TU0295  ___________________________________________________________________
 TU0295  EPOCH DATE  -        1993.62
 TU0295  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 TU0295  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0295
 TU0295  HORZ ORDER  -  THIRD
 TU0295  VERT ORDER  -  FIRST     CLASS II
 TU0295
 TU0295.The horizontal coordinates were established by classical geodetic methods
 TU0295.and adjusted by the National Geodetic Survey in December 1998..
 TU0295.No horizontal observational check was made to the station.
 TU0295.The horizontal coordinates are valid at the epoch date displayed above.
 TU0295.The epoch date for horizontal control is a decimal equivalence
 TU0295.of Year/Month/Day.
 TU0295
 TU0295.The orthometric height was key entered from printed documents
 TU0295.and not key verified.
 TU0295
 TU0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0295
 TU0295.The geoid height was determined by GEOID03.
 TU0295
 TU0295;                    North         East     Units Scale Factor Converg.
 TU0295;SPC HI 3     -    14,140.363   514,788.919   MT  0.99999270   +0 03 06.3
 TU0295;UTM  04      - 2,355,150.601   618,512.673   MT  0.99977356   +0 24 53.9
 TU0295
 TU0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0295!SPC HI 3     -   0.99999727  x   0.99999270  =   0.99998997
 TU0295!UTM  04      -   0.99999727  x   0.99977356  =   0.99977083
 TU0295
 TU0295                          SUPERSEDED SURVEY CONTROL
 TU0295
 TU0295  NAD 83(1986)-  21 17 39.50275(N)    157 51 26.92219(W) AD(       ) 3
 TU0295  OLD HI      -  21 17 50.88600(N)    157 51 36.79300(W) AD(       ) 3
 TU0295
 TU0295.Superseded values are not recommended for survey control.
 TU0295.NGS no longer adjusts projects to the OLD HI datum.
 TU0295.See file dsdata.txt to determine how the superseded data were derived.
 TU0295
 TU0295_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1851355151(NAD 83)
 TU0295_MARKER: DB = BENCH MARK DISK
 TU0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0295_SP_SET: FLOOR
 TU0295_STAMPING: B 5 1928
 TU0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0295+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 TU0295
 TU0295  HISTORY     - Date     Condition        Report By
 TU0295  HISTORY     - 1963     MONUMENTED       CGS
 TU0295  HISTORY     - 1962     GOOD             NGS
 TU0295  HISTORY     - 1969     GOOD             NGS
 TU0295  HISTORY     - 19990926 GOOD             USPSQD
 TU0295  HISTORY     - 20020812 GOOD             NGS
 TU0295
 TU0295                          STATION DESCRIPTION
 TU0295
 TU0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU0295'SEE STATION KEWALO
 TU0295
 TU0295                          STATION RECOVERY (1962)
 TU0295
 TU0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TU0295'IN HONOLULU.
 TU0295'0.25 MILE SOUTHWEST ON RICHARDS STREET FROM THE FEDERAL BUILDING IN
 TU0295'HONOLULU, THENCE 0.9 MILE SOUTHEAST ON ALA MOANA BLVD.  AT THE
 TU0295'NORTHWEST CORNER OF THE KEWALO BASIN BOAT HARBOR AND NORTHEAST CORNER
 TU0295'OF PARKING AREA OF THE FISHERMANS WHARF RESTAURANT, CEMENTED IN A
 TU0295'DRILL HOLE IN THE CONCRETE FLOOR OF THE PIER, 1 FOOT NORTHWEST OF A
 TU0295'TIMBER GUARD-RAIL, 21.3 FEET NORTHEAST OF A SMALL LEADING CRANE, 48.7
 TU0295'FEET SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF THE HARBOR, AND 48
 TU0295'FEET SOUTH OF A U.S. CORPS OF ENGINEERS BRONZE DISK WHICH IS STAMPED
 TU0295'WAIKIKI 1948.
 TU0295
 TU0295                          STATION RECOVERY (1969)
 TU0295
 TU0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0295'RECOVERED IN GOOD CONDITION.
 TU0295
 TU0295                          STATION RECOVERY (1999)
 TU0295
 TU0295'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0295'RECOVERED IN GOOD CONDITION.
 TU0295
 TU0295                          STATION RECOVERY (2002)
 TU0295
 TU0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 TU0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0202 ***********************************************************************
 TU0202  FBN         -  This is a Federal Base Network Control Station.
 TU0202  DESIGNATION -  B 6
 TU0202  PID         -  TU0202
 TU0202  STATE/COUNTY-  HI/MAUI
 TU0202  USGS QUAD   -  PAIA (1997)
 TU0202
 TU0202                         *CURRENT SURVEY CONTROL
 TU0202  ___________________________________________________________________
 TU0202* NAD 83(1993)-  20 50 08.60196(N)    156 24 08.45926(W)     ADJUSTED  
 TU0202* LOCAL TIDAL -       140.516  (meters)     461.01   (feet)  ADJ UNCH  
 TU0202  ___________________________________________________________________
 TU0202  EPOCH DATE  -        1993.62
 TU0202  X           -  -5,465,015.706 (meters)                     COMP
 TU0202  Y           -  -2,387,339.749 (meters)                     COMP
 TU0202  Z           -   2,254,461.579 (meters)                     COMP
 TU0202  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 TU0202  ELLIP HEIGHT-         157.29  (meters)          (11/30/94) GPS OBS
 TU0202  GEOID HEIGHT-          16.21  (meters)                     GEOID03
 TU0202
 TU0202  HORZ ORDER  -  A
 TU0202  VERT ORDER  -  FIRST     CLASS II
 TU0202  ELLP ORDER  -  THIRD     CLASS II
 TU0202
 TU0202.The horizontal coordinates were established by GPS observations
 TU0202.and adjusted by the National Geodetic Survey in November 1994..
 TU0202.The horizontal coordinates are valid at the epoch date displayed above.
 TU0202.The epoch date for horizontal control is a decimal equivalence
 TU0202.of Year/Month/Day.
 TU0202
 TU0202.The orthometric height was key entered from printed documents
 TU0202.and not key verified.
 TU0202
 TU0202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU0202
 TU0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0202
 TU0202.The ellipsoidal height was determined by GPS observations
 TU0202.and is referenced to NAD 83.
 TU0202
 TU0202.The geoid height was determined by GEOID03.
 TU0202
 TU0202;                    North         East     Units Scale Factor Converg.
 TU0202;SPC HI 2     -    55,641.093   527,510.244   MT  0.99997602   +0 05 38.5
 TU0202;UTM  04      - 2,306,147.563   770,334.647   MT  1.00050325   +0 55 28.3
 TU0202
 TU0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0202!SPC HI 2     -   0.99997528  x   0.99997602  =   0.99995130
 TU0202!UTM  04      -   0.99997528  x   1.00050325  =   1.00047852
 TU0202
 TU0202                          SUPERSEDED SURVEY CONTROL
 TU0202
 TU0202.No superseded survey control is available for this station.
 TU0202
 TU0202_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7033506148(NAD 83)
 TU0202_MARKER: DB = BENCH MARK DISK
 TU0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0202_SP_SET: CONCRETE POST
 TU0202_STAMPING: B 6 1950
 TU0202_MARK LOGO: CGS   
 TU0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0202+STABILITY: SURFACE MOTION
 TU0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0202+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1993
 TU0202
 TU0202  HISTORY     - Date     Condition        Report By
 TU0202  HISTORY     - 1950     MONUMENTED       CGS
 TU0202  HISTORY     - 1968     GOOD             NGS
 TU0202  HISTORY     - 19930813 GOOD             NOS
 TU0202  HISTORY     - 19970619 GOOD             USPSQD
 TU0202
 TU0202                          STATION DESCRIPTION
 TU0202
 TU0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0202'4 MI SE FROM PUUNENE.
 TU0202'1.0 MILE EAST ON HANSEN RD. FROM THE POST OFFICE IN PUUNENE, THENCE
 TU0202'RIGHT ON PULEHU RD. FOR 3.6 MILES TO GRADED CROSSROAD AT LOWRIE DITCH.
 TU0202'ON RIGHT SIDE OF HIGHWAY, IN WEST ANGLE OF CROSSROAD, ON NORTHWEST
 TU0202'BANK OF CANAL, 81.6 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 68.8
 TU0202'FEET SOUTHWEST OF CENTER OF SOUTHWEST RAIL OF HIGHWAY BRIDGE, 5 FEET
 TU0202'NORTHWEST OF EDGE OF CONCRETE CANAL BANK, 11 FEET SOUTHWEST OF CENTER
 TU0202'OF CANAL ROAD, 95.3 FEET SOUTHWEST OF BENCH MARK 460 (USGS), 1 FOOT
 TU0202'SOUTHWEST OF A WHITE WITNESS POST, AND SET IN THE TOP OF A
 TU0202'10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND.
 TU0202
 TU0202                          STATION RECOVERY (1993)
 TU0202
 TU0202'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU0202'THE STATION IS 4 MI (6.4 KM) SE OF THE TOWN OF PUUNENE ON THE ISLAND
 TU0202'OF MAUI, HAWAII. TO REACH FROM THE POST OFFICE IN THE TOWN OF PUUNENE,
 TU0202'PROCEED E ON HANSEN RD FOR 1 MI (1.6 KM) TO PULEHU RD ON RIGHT.  TURN
 TU0202'RIGHT AND PROCEED 3.6 MI (5.8 KM) TO GRADED CROSSROAD AT LOWRIE DITCH,
 TU0202'ON RIGHT SIDE OF HIGHWAY IN W ANGLE OF CROSSROAD ON NW BANK OF CANAL.
 TU0202'THE STATION IS 81.6 FT (24.9 M) SW OF CENTERLINE OF HIGHWAY, 68.8 FT
 TU0202'(21.0 M) SW OF CENTER OF SW RAIL OF HIGHWAY BRIDGE, 5 FT (1.5 M) NW OF
 TU0202'EDGE OF CONCRETE CANAL BANK, 11 FT (3.4 M) SW OF CENTER OF CANAL ROAD,
 TU0202'95.3 FT (29.0 M) SW OF BENCH MARK 460(USGS). THE MONUMENT APPEARS TO
 TU0202'LEAN SLIGHTLY AWAY FROM THE CANAL, BUT A CHECK IN DIFFERENCE OF
 TU0202'ELEVATION BETWEEN BM 460(USGS) INDICATES THAT THE MARK IS AT ITS
 TU0202'ORIGIONAL ELEVATION.
 TU0202
 TU0202                          STATION RECOVERY (1997)
 TU0202
 TU0202'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1663 ***********************************************************************
 TU1663  DESIGNATION -  BAH 1965
 TU1663  PID         -  TU1663
 TU1663  STATE/COUNTY-  HI/HONOLULU
 TU1663  USGS QUAD   -  EWA (1983)
 TU1663
 TU1663                         *CURRENT SURVEY CONTROL
 TU1663  ___________________________________________________________________
 TU1663* NAD 83(1993)-  21 20 11.65707(N)    158 04 27.88605(W)     ADJUSTED  
 TU1663* LOCAL TIDAL -        43.     (meters)     141.     (feet)  SCALED    
 TU1663  ___________________________________________________________________
 TU1663  EPOCH DATE  -        1993.62
 TU1663  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 TU1663  GEOID HEIGHT-          15.39  (meters)                     GEOID03
 TU1663
 TU1663  HORZ ORDER  -  THIRD
 TU1663
 TU1663.The horizontal coordinates were established by classical geodetic methods
 TU1663.and adjusted by the National Geodetic Survey in December 1998..
 TU1663.No horizontal observational check was made to the station.
 TU1663.The horizontal coordinates are valid at the epoch date displayed above.
 TU1663.The epoch date for horizontal control is a decimal equivalence
 TU1663.of Year/Month/Day.
 TU1663
 TU1663.The orthometric height was scaled from a topographic map.
 TU1663
 TU1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1663
 TU1663.The geoid height was determined by GEOID03.
 TU1663
 TU1663;                    North         East     Units Scale Factor Converg.
 TU1663;SPC HI 3     -    18,813.542   492,280.825   MT  0.99999074   -0 01 37.5
 TU1663;UTM  04      - 2,359,679.751   595,980.971   MT  0.99971384   +0 20 12.5
 TU1663
 TU1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1663!SPC HI 3     -   0.99999082  x   0.99999074  =   0.99998156
 TU1663!UTM  04      -   0.99999082  x   0.99971384  =   0.99970466
 TU1663
 TU1663:                Primary Azimuth Mark                     Grid Az
 TU1663:SPC HI 3     -  EWA CHURCH RESET                         057 53 14.7
 TU1663:UTM  04      -  EWA CHURCH RESET                         057 31 24.7
 TU1663
 TU1663|---------------------------------------------------------------------|
 TU1663| PID    Reference Object                     Distance      Geod. Az  |
 TU1663|                                                           dddmmss.s |
 TU1663| TU1455 EWA CHURCH RESET                    APPROX.11.5 KM 0575137.2 |
 TU1663| TU1426 HICKAM AFB WATER TOWER              APPROX.11.7 KM 0863328.8 |
 TU1663|---------------------------------------------------------------------|
 TU1663
 TU1663                          SUPERSEDED SURVEY CONTROL
 TU1663
 TU1663  NAD 83(1986)-  21 20 11.60548(N)    158 04 27.89703(W) AD(       ) 3
 TU1663  OLD HI      -  21 20 22.95800(N)    158 04 37.77300(W) AD(       ) 3
 TU1663
 TU1663.Superseded values are not recommended for survey control.
 TU1663.NGS no longer adjusts projects to the OLD HI datum.
 TU1663.See file dsdata.txt to determine how the superseded data were derived.
 TU1663
 TU1663_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9598159680(NAD 83)
 TU1663
 TU1663  HISTORY     - Date     Condition        Report By
 TU1663  HISTORY     - 1965     MONUMENTED       CGS
 TU1663
 TU1663                          STATION DESCRIPTION
 TU1663
 TU1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1663'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF EWA, 1 MILE NORTH
 TU1663'OF BARBERS POINT NAVAL AIR STATION, AND 1/4 MILE SOUTHEAST OF
 TU1663'STATE HIGHWAY 90, AT FORT BARRETTE, AN OLD COAST ARTILLERY
 TU1663'BATTERY.  IT IS ON THE NORTHEAST SIDE OF THE AREA, ON THE TOP OF A
 TU1663'TREE-COVERED HILL, AT THE SOUTHEAST SIDE OF A CONCRETE,
 TU1663'OBSERVATION TOWER.
 TU1663'
 TU1663'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 76,
 TU1663'ABOUT 2 MILES WEST OF WAIPAHU, GO SOUTHWEST ON STATE HIGHWAY
 TU1663'90 FOR 4.1 MILES TO PAVED CROSSROAD AND SIGN NAS BARBERS
 TU1663'POINT.  TURN LEFT AND GO SOUTH FOR 0.15 MILE.  TURN SHARP RIGHT
 TU1663'ON MACADAM SIDE ROAD AND GO 50 YARDS TO GATE ON LEFT.  PASS
 TU1663'THROUGH GATE AND FOLLOW ROAD ALONG LEFT SIDE OF AREA, INSIDE
 TU1663'OF FENCE, FOR 0.1 MILE TO STATION ON RIGHT, ON LOW HILL ABOVE
 TU1663'ENTRANCE TO UNDERGROUND BUILDING.
 TU1663'
 TU1663'STATION MARK IS THE 1-INCH-DIAMETER CENTER BOLT IN THE IRON TOP
 TU1663'ON AN OCTAGONAL, CONCRETE, VENTILATOR SHAFT, WHICH IS 1 OF
 TU1663'SEVERAL ARRANGED IN 2 ROWS PROJECTING THROUGH THE HILLTOP FROM
 TU1663'THE ROOMS BELOW.  THE BEVELLED END OF THE BOLT HAS BAH 1965
 TU1663'STAMPED AROUND IT.
 TU1663'
 TU1663'STATION VENTILATOR SHAFT IS THE ONE AT THE SOUTHEAST END OF
 TU1663'THE SOUTHWEST ROW OF THE TWO ROWS.  IT IS 4.3 FEET NORTH OF A
 TU1663'6-FOOT-TALL, 2-INCH DIAMETER, IRON PIPE, 26.5 FEET SOUTHEAST OF
 TU1663'THE EXACT CENTER OF THE SOUTHEAST SIDE OF THE OBSERVATION TOWER,
 TU1663'AND 12.1 FEET SOUTHWEST OF THE SECOND SHAFT FROM THE SOUTHEAST
 TU1663'END OF THE NORTHEAST ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0751 ***********************************************************************
 TU0751  DESIGNATION -  BALL
 TU0751  PID         -  TU0751
 TU0751  STATE/COUNTY-  HI/KAUAI
 TU0751  USGS QUAD   -  KEKAHA (1983)
 TU0751
 TU0751                         *CURRENT SURVEY CONTROL
 TU0751  ___________________________________________________________________
 TU0751* NAD 83(1993)-  22 03 07.07836(N)    159 46 39.64156(W)     ADJUSTED  
 TU0751* LOCAL TIDAL -         3.529  (meters)      11.58   (feet)  ADJ UNCH  
 TU0751  ___________________________________________________________________
 TU0751  EPOCH DATE  -        1993.62
 TU0751  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 TU0751  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0751
 TU0751  HORZ ORDER  -  SECOND
 TU0751  VERT ORDER  -  SECOND    CLASS 0
 TU0751
 TU0751.The horizontal coordinates were established by classical geodetic methods
 TU0751.and adjusted by the National Geodetic Survey in December 1998..
 TU0751.The horizontal coordinates are valid at the epoch date displayed above.
 TU0751.The epoch date for horizontal control is a decimal equivalence
 TU0751.of Year/Month/Day.
 TU0751
 TU0751.The orthometric height was key entered from printed documents
 TU0751.and not key verified.
 TU0751
 TU0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0751
 TU0751.The geoid height was determined by GEOID03.
 TU0751
 TU0751;                    North         East     Units Scale Factor Converg.
 TU0751;SPC HI 4     -    24,234.945   471,337.015   MT  1.00000015   -0 06 15.3
 TU0751;UTM  04      - 2,438,783.379   419,754.896   MT  0.99967956   -0 17 31.2
 TU0751
 TU0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0751!SPC HI 4     -   0.99999691  x   1.00000015  =   0.99999706
 TU0751!UTM  04      -   0.99999691  x   0.99967956  =   0.99967647
 TU0751
 TU0751|---------------------------------------------------------------------|
 TU0751| PID    Reference Object                     Distance      Geod. Az  |
 TU0751|                                                           dddmmss.s |
 TU0751| TU0752 BALL RM 2                             7.989 METERS 00000     |
 TU0751| TU0750 BALL RM 1                            10.962 METERS 27000     |
 TU0751|---------------------------------------------------------------------|
 TU0751
 TU0751                          SUPERSEDED SURVEY CONTROL
 TU0751
 TU0751  NAD 83(1986)-  22 03 07.04350(N)    159 46 39.66795(W) AD(       ) 2
 TU0751  OLD HI      -  22 03 18.32490(N)    159 46 49.71430(W) AD(       ) 2
 TU0751
 TU0751.Superseded values are not recommended for survey control.
 TU0751.NGS no longer adjusts projects to the OLD HI datum.
 TU0751.See file dsdata.txt to determine how the superseded data were derived.
 TU0751
 TU0751_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1975538783(NAD 83)
 TU0751_MARKER: DB = BENCH MARK DISK
 TU0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0751_STAMPING: BALL 1965
 TU0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0751+STABILITY: SURFACE MOTION
 TU0751
 TU0751  HISTORY     - Date     Condition        Report By
 TU0751  HISTORY     - 1965     MONUMENTED       CGS
 TU0751  HISTORY     - 1965     GOOD             CGS
 TU0751  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU0751  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0751  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0751
 TU0751                          STATION DESCRIPTION
 TU0751
 TU0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU0751'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF BONHAM
 TU0751'AUXILIARY LANDING FIELD, ABOUT 1.1 MILES NORTH OF THE MAIN GATE,
 TU0751'0.4 MILE EAST OF THE BEACH AND 150 YARDS SOUTH OF AN IRRIGATION
 TU0751'CANAL.
 TU0751'
 TU0751'TO REACH THE STATION FROM THE MAIN GATE AT BONHAM AUXILIARY
 TU0751'LANDING FIELD, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 1.1 MILES TO
 TU0751'A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR ABOUT 100
 TU0751'MILES TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR ABOUT
 TU0751'100 YARDS TO THE STATION MARK IN THE MIDDLE OF A CLEARING.
 TU0751'
 TU0751'THE STATION MARK IS A STANDARD DISK, STAMPED BALL 1965, SET IN
 TU0751'THE TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER THAT PROJECTS 4
 TU0751'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5 FEET SOUTH OF A
 TU0751'4-INCH BY 4-INCH WHITE WITNESS POST.
 TU0751'
 TU0751'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BALL NO 1 1965,
 TU0751'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 TU0751'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2.4 FEET SOUTH OF A
 TU0751'4-INCH BY 4-INCH WHITE WITNESS POST.
 TU0751'
 TU0751'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BALL NO 2 1965,
 TU0751'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER THAT
 TU0751'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1.9 FEET
 TU0751'SOUTH OF A 4-INCH BY 4-INCH WHITE WITNESS POST.
 TU0751'
 TU0751'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TU0751
 TU0751                          STATION RECOVERY (1965)
 TU0751
 TU0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 TU0751'IN BONHAM AUXILIARY LANDING F.
 TU0751'1.1 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE AT BONHAM
 TU0751'AUXILIARY LANDING FIELD, THENCE 100 YARDS WESTERLY, 5 FEET SOUTH OF A
 TU0751'4-INCH BY 4-INCH WHITE WITNESS POST AND SET IN THE TOP OF A 12-INCH
 TU0751'DIAMETER CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 TU0751'OF THE GROUND.
 TU0751
 TU0751                          STATION RECOVERY (1966)
 TU0751
 TU0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU0751'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0751'COMPLETE DESCRIPTION FOLLOWS--
 TU0751'
 TU0751'STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF MANA VILLAGE,
 TU0751'1/2-MILE EAST OF THE SHORELINE AND 1/2-MILE NORTH-NORTHEAST OF
 TU0751'NORTH END OF RUNWAY OF BONHAM AUXILIARY LANDING FIELD, IN THE
 TU0751'CENTER OF A LARGE CLEARED AREA ABOUT 250 FEET DIAMETER, SURROUNDED
 TU0751'BY LARGE KIAWE TREES.
 TU0751'
 TU0751'TO REACH STATION FROM THE ENTRANCE TO BONHAM AUXILIARY LANDING
 TU0751'FIELD, GO NORTH FOR 1.1 MILES TO TRACK SIDE ROAD LEFT.  TURN LEFT
 TU0751'AND GO ABOUT 100 YARDS TO STATION ON LEFT.
 TU0751'
 TU0751'STATION MARK IS A STANDARD DISK STAMPED BALL 1965, SET IN THE TOP
 TU0751'OF A 12-INCH DIAMETER, CONCRETE MONUMENT THAT PROJECTS 2
 TU0751'INCHES.  IT IS 18 FEET SOUTH OF CENTER LINE OF TRACK ROAD, 45 FEET
 TU0751'SOUTHEAST OF A LARGE WOODEN ANTENNA, AND 2.4 FEET WEST OF A WHITE
 TU0751'WITNESS POST.
 TU0751'
 TU0751'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BALL NO 1
 TU0751'1965, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU0751'PROJECTING 4 INCHES.  IT IS 10 FEET SOUTH OF CENTER LINE OF TRACK
 TU0751'ROAD, 26 FEET SOUTH OF THE ANTENNA POLE, AND 1.5 FEET NORTHWEST OF
 TU0751'A WHITE WITNESS POST.
 TU0751'
 TU0751'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BALL NO 2
 TU0751'1965, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU0751'PROJECTS 2 INCHES.  IT IS 8 FEET NORTH OF CENTER LINE OF TRACK
 TU0751'ROAD AND 1-1/2 FEET WEST-SOUTHWEST OF A WHITE WITNESS POST.
 TU0751
 TU0751                          STATION RECOVERY (1968)
 TU0751
 TU0751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0751'THE STATION WAS NOT OBSERVED AT THIS TIME.
 TU0751'
 TU0751'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU0751'WERE RECOVERED AS DESCRIBED IN 1965 AND FOUND IN GOOD
 TU0751'CONDITION.  FOLLOWING IS A NEW DESCRIPTION.
 TU0751'
 TU0751'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF BARKING SANDS
 TU0751'PACIFIC MISSILE RANGE FACILITY, ABOUT 1.4 MILES NORTH OF THE CONTROL
 TU0751'TOWER, 1/4 MILE NORTH OF THE NORTH END OF THE RUNWAY AND 150 YARDS
 TU0751'SOUTH OF AN IRRIGATION CANAL.
 TU0751'
 TU0751'TO REACH THE STATION FROM THE MAIN GATE OF THE BARKING SANDS
 TU0751'PACIFIC MISSILE RANGE FACILITY, GO NORTH ON NOHILI ROAD FOR 0.6
 TU0751'MILE TO THE INTERSECTIION WITH KALANAMAHIKI PLACE NORTH.  TURN
 TU0751'LEFT AND GO NORTH ON KALANAMAHIKI PLACE NORTH FOR 0.6 MILE TO
 TU0751'PALAI OLANI ROAD.  TURN LEFT AND GO WEST ON PALANI OLANI ROAD FOR
 TU0751'0.05 MILE TO KUKUI ROAD.  TURN RIGHT AND GO NORTH ON KUKUI ROAD
 TU0751'FOR 0.35 MILE TO HOKU ROAD.  TURN LEFT AND GO WEST ON HOKU ROAD
 TU0751'0.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 TU0751'NORTH-NORTHEAST ON TRACK ROAD FOR 0.2 MILE TO A CLEARED AREA AND
 TU0751'THE STATION.
 TU0751'
 TU0751'THE STATION MARK IS A STANDARD DISK, STAMPED BALL 1965, SET IN
 TU0751'THE TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER POST THAT PROJECTS
 TU0751'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5 FEET SOUTH OF A
 TU0751'4-INCH BY 4-INCH WHITE WITNESS POST.
 TU0751'
 TU0751'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BALL NO 1 1965,
 TU0751'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 TU0751'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2.4 FEET SOUTH OF A
 TU0751'4-INCH BY 4-INCH WHITE WITNESS POST.
 TU0751'
 TU0751'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BALL NO 2 1965,
 TU0751'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE CYLINDER POST THAT
 TU0751'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1.9 FEET
 TU0751'SOUTH OF A 4-INCH BY 4-INCH WHITE WITNESS POST.
 TU0751'
 TU0751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0751'7 MILES NORTHWEST OF KEKAHA.
 TU0751
 TU0751                          STATION RECOVERY (1983)
 TU0751
 TU0751'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0751'BALL 1965 AND BALL RM 1 NOT FOUND.  APPARENTLY DESTROYED BY
 TU0751'CONSTRUCTION PER PAC. MISSILE RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0750 ***********************************************************************
 TU0750  DESIGNATION -  BALL RM 1
 TU0750  PID         -  TU0750
 TU0750  STATE/COUNTY-  HI/KAUAI
 TU0750  USGS QUAD   -  KEKAHA (1983)
 TU0750
 TU0750                         *CURRENT SURVEY CONTROL
 TU0750  ___________________________________________________________________
 TU0750* NAD 83(1993)-  22 03 07.07837(N)    159 46 40.02387(W)     ADJUSTED  
 TU0750* LOCAL TIDAL -         3.890  (meters)      12.76   (feet)  ADJ UNCH  
 TU0750  ___________________________________________________________________
 TU0750  EPOCH DATE  -        1993.62
 TU0750  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 TU0750  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0750
 TU0750  HORZ ORDER  -  SECOND
 TU0750  VERT ORDER  -  SECOND    CLASS 0
 TU0750
 TU0750.The horizontal coordinates were established by classical geodetic methods
 TU0750.and adjusted by the National Geodetic Survey in December 1998..
 TU0750.The horizontal coordinates are valid at the epoch date displayed above.
 TU0750.The epoch date for horizontal control is a decimal equivalence
 TU0750.of Year/Month/Day.
 TU0750
 TU0750.The orthometric height was key entered from printed documents
 TU0750.and not key verified.
 TU0750
 TU0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0750
 TU0750.The geoid height was determined by GEOID03.
 TU0750
 TU0750;                    North         East     Units Scale Factor Converg.
 TU0750;SPC HI 4     -    24,234.965   471,326.053   MT  1.00000015   -0 06 15.5
 TU0750;UTM  04      - 2,438,783.435   419,743.937   MT  0.99967958   -0 17 31.3
 TU0750
 TU0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0750!SPC HI 4     -   0.99999685  x   1.00000015  =   0.99999700
 TU0750!UTM  04      -   0.99999685  x   0.99967958  =   0.99967643
 TU0750
 TU0750|---------------------------------------------------------------------|
 TU0750| PID    Reference Object                     Distance      Geod. Az  |
 TU0750|                                                           dddmmss.s |
 TU0750| TU0751 BALL                                 10.962 METERS 09000     |
 TU0750|---------------------------------------------------------------------|
 TU0750
 TU0750                          SUPERSEDED SURVEY CONTROL
 TU0750
 TU0750  NAD 83(1986)-  22 03 07.04351(N)    159 46 40.05029(W) AD(       ) 2
 TU0750  OLD HI      -  22 03 18.32490(N)    159 46 50.09660(W) AD(       ) 2
 TU0750
 TU0750.Superseded values are not recommended for survey control.
 TU0750.NGS no longer adjusts projects to the OLD HI datum.
 TU0750.See file dsdata.txt to determine how the superseded data were derived.
 TU0750
 TU0750_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1974438783(NAD 83)
 TU0750_MARKER: DR = REFERENCE MARK DISK
 TU0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0750_STAMPING: BALL NO 1 1965
 TU0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0750+STABILITY: SURFACE MOTION
 TU0750
 TU0750  HISTORY     - Date     Condition        Report By
 TU0750  HISTORY     - 1965     MONUMENTED       CGS
 TU0750  HISTORY     - 1968     GOOD             NGS
 TU0750
 TU0750                          STATION DESCRIPTION
 TU0750
 TU0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU0750'FROM THE SENTRY POST AT THE MAIN GATE AT BONHAM AUXILIARY LANDING
 TU0750'FIELD GO NORTHERLY ALONG AN ASPHALT ROAD FOR 1.1 MILES TO A TRACK
 TU0750'ROAD ON THE LEFT.  TURN LEFT, WEST, FOR 100 YARDS TO THE STATION IN
 TU0750'THE MIDDLE OF A CLEARING.
 TU0750'
 TU0750'THE POINT TRAVERSED TO WAS A PUNCH MARK AT THE CROSS OF THE ARROW
 TU0750'IN THE REFERENCE MARK DISK WHICH IS SET IN THE TOP OF A 12-INCH
 TU0750'SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE
 TU0750'SURFACE OF THE GROUND.
 TU0750'
 TU0750'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BALL,
 TU0750'DISTANCE BEING 10.9625 METERS (35.966 FEET) WEST OF STATION BALL.
 TU0750
 TU0750                          STATION RECOVERY (1968)
 TU0750
 TU0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0750'IN BARKING SANDS PMRF.
 TU0750'0.6 MILE NORTH ALONG NOHILI ROAD FROM THE MAIN GATE OF THE BARKING
 TU0750'SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.6 MILE NORTH ALONG
 TU0750'KALANAMAHIKI PLACE NORTH, THENCE 0.05 MILE WEST ALONG PALAI OLANIA
 TU0750'ROAD, THENCE 0.35 MILE NORTH ALONG KUKUI ROAD, THENCE 0.05 MILE WEST
 TU0750'ALONG HOKU ROAD, THENCE 0.2 MILE NORTH NORTHEAST ALONG TRACK ROAD, 27
 TU0750'FEET SOUTH OF A WOODEN ANTENNA POLE AND SET IN THE TOP OF 12-INCH
 TU0750'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 TU0750'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0752 ***********************************************************************
 TU0752  DESIGNATION -  BALL RM 2
 TU0752  PID         -  TU0752
 TU0752  STATE/COUNTY-  HI/KAUAI
 TU0752  USGS QUAD   -  KEKAHA (1983)
 TU0752
 TU0752                         *CURRENT SURVEY CONTROL
 TU0752  ___________________________________________________________________
 TU0752* NAD 83(1986)-  22 03 07.     (N)    159 46 40.     (W)     SCALED    
 TU0752* LOCAL TIDAL -         3.579  (meters)      11.74   (feet)  ADJ UNCH  
 TU0752  ___________________________________________________________________
 TU0752  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0752
 TU0752  VERT ORDER  -  SECOND    CLASS 0
 TU0752
 TU0752.The horizontal coordinates were scaled from a topographic map and have
 TU0752.an estimated accuracy of +/- 6 seconds.
 TU0752
 TU0752.The orthometric height was key entered from printed documents
 TU0752.and not key verified.
 TU0752
 TU0752.The geoid height was determined by GEOID03.
 TU0752
 TU0752;                    North         East    Units  Estimated Accuracy
 TU0752;SPC HI 4     -    24,230.      471,330.      MT  (+/- 180 meters Scaled)
 TU0752
 TU0752                          SUPERSEDED SURVEY CONTROL
 TU0752
 TU0752.No superseded survey control is available for this station.
 TU0752
 TU0752_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK197387(NAD 83)
 TU0752_MARKER: DR = REFERENCE MARK DISK
 TU0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0752_STAMPING: BALL NO 2 1965
 TU0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0752+STABILITY: SURFACE MOTION
 TU0752
 TU0752  HISTORY     - Date     Condition        Report By
 TU0752  HISTORY     - 1965     MONUMENTED       CGS
 TU0752
 TU0752                          STATION DESCRIPTION
 TU0752
 TU0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0752'IN BONHAM A L F.
 TU0752'1.1 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE AT BONHAM
 TU0752'AUXILIARY LANDING FIELD, THENCE 100 YARDS WESTERLY, 1.9 FEET SOUTH OF
 TU0752'A 4-INCH BY 4-INCH WHITE WITNESS POST AND SET IN THE TOP OF A 12-INCH
 TU0752'DIAMETER CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE THE SURFACE
 TU0752'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1670 ***********************************************************************
 TU1670  DESIGNATION -  BARBERS POINT
 TU1670  PID         -  TU1670
 TU1670  STATE/COUNTY-  HI/HONOLULU
 TU1670  USGS QUAD   -  EWA (1983)
 TU1670
 TU1670                         *CURRENT SURVEY CONTROL
 TU1670  ___________________________________________________________________
 TU1670* NAD 83(1993)-  21 17 48.93937(N)    158 06 04.78243(W)     ADJUSTED  
 TU1670* LOCAL TIDAL -         1.5    (meters)       5.     (feet)  VERT ANG  
 TU1670  ___________________________________________________________________
 TU1670  EPOCH DATE  -        1993.62
 TU1670  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 TU1670  GEOID HEIGHT-          14.92  (meters)                     GEOID03
 TU1670
 TU1670  HORZ ORDER  -  FIRST
 TU1670
 TU1670.The horizontal coordinates were established by classical geodetic methods
 TU1670.and adjusted by the National Geodetic Survey in December 1998..
 TU1670.The horizontal coordinates are valid at the epoch date displayed above.
 TU1670.The epoch date for horizontal control is a decimal equivalence
 TU1670.of Year/Month/Day.
 TU1670
 TU1670.The orthometric height was determined by vertical angle observations.
 TU1670
 TU1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1670
 TU1670.The geoid height was determined by GEOID03.
 TU1670
 TU1670;                    North         East     Units Scale Factor Converg.
 TU1670;SPC HI 3     -    14,425.730   489,485.918   MT  0.99999137   -0 02 12.5
 TU1670;UTM  04      - 2,355,275.529   593,214.737   MT  0.99970737   +0 19 35.1
 TU1670
 TU1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1670!SPC HI 3     -   0.99999742  x   0.99999137  =   0.99998879
 TU1670!UTM  04      -   0.99999742  x   0.99970737  =   0.99970479
 TU1670
 TU1670|---------------------------------------------------------------------|
 TU1670| PID    Reference Object                     Distance      Geod. Az  |
 TU1670|                                                           dddmmss.s |
 TU1670| CJ9383 BARBERS POINT RM 1                   19.615 METERS 04006     |
 TU1670| TU1662 BARBERS PT NAS BASE CONT TR BN      APPROX. 3.5 KM 0645118.9 |
 TU1670| TU1667 BARBERS PT NAS BEACON               APPROX. 2.3 KM 0655859.8 |
 TU1670| TU1674 BARBERS POINT LIGHTHOUSE NEW        APPROX. 0.5 KM 2630500.1 |
 TU1670| CJ9384 BARBERS POINT RM 2                   21.423 METERS 29048     |
 TU1670| TU1676 BARBERS PT CEMENT PLT OBSTR LT      APPROX. 0.7 KM 2935640.9 |
 TU1670| TU1672 BARBERS PT STANDARD OIL SE TWR      APPROX. 1.8 KM 3182219.8 |
 TU1670| TU1673 BARBERS PT STANDARD OIL NW TWR      APPROX. 2.0 KM 3190247.2 |
 TU1670| CJ9382 BARBERS POINT AZ MK                                3532142.6 |
 TU1670|---------------------------------------------------------------------|
 TU1670
 TU1670                          SUPERSEDED SURVEY CONTROL
 TU1670
 TU1670  NAD 83(1986)-  21 17 48.88736(N)    158 06 04.79331(W) AD(       ) 1
 TU1670  OLD HI      -  21 18 00.25933(N)    158 06 14.67476(W) AD(       ) 1
 TU1670
 TU1670.Superseded values are not recommended for survey control.
 TU1670.NGS no longer adjusts projects to the OLD HI datum.
 TU1670.See file dsdata.txt to determine how the superseded data were derived.
 TU1670
 TU1670_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9321555276(NAD 83)
 TU1670_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1670_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1670
 TU1670  HISTORY     - Date     Condition        Report By
 TU1670  HISTORY     - 1969     MONUMENTED       CGS
 TU1670  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1670
 TU1670                          STATION DESCRIPTION
 TU1670
 TU1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1670'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF NANAKULI,
 TU1670'5 MILES SOUTHWEST OF EWA AND 1/2 MILE EAST OF BARBERS POINT
 TU1670'LIGHT-HOUSE.
 TU1670'
 TU1670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 75 AND
 TU1670'INTERSTATE H-1, GO WEST ON THE INTERSTATE FOR 5.1 MILES TO CAMBELL
 TU1670'INDUSTRIAL PARK EXIT ON THE RIGHT.  TURN RIGHT ON THE EXIT AND
 TU1670'CROSS BACK OVER THE INTERSTATE ON THE OVERPASS AND FOLLOW
 TU1670'KALAELOA BOULEVARD FOR 1.7 MILES TO MALAKOLE ROAD.  TURN RIGHT
 TU1670'ON MALAKOLE ROAD FOR 0.25 MILE TO HANUA STREET ON THE LEFT.
 TU1670'TURN LEFT, SOUTH, ON HANUA STREET FOR 0.8 MILE TO A CROSS STREET
 TU1670'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON HANUA
 TU1670'STREET FOR 0.3 MILE TO A GATE AT THE END OF THE ASPHALT STREET
 TU1670'AND THE STATION JUST INSIDE OF THE GATE ON THE RIGHT.
 TU1670'
 TU1670'THE STATION MARK IS A STANDARD DISK, STAMPED BARBERS POINT 1969,
 TU1670'SET IN THE TOP OF A 14-INCH ROUND CONCRETE MONUMENT WHICH IS
 TU1670'FLUSH WITH THE GROUND SURFACE.  IT IS 44 FEET SOUTHWEST OF THE
 TU1670'WEST GATE POST OF THE GATE MENTIONED ABOVE AND 43.5 FEET WEST OF
 TU1670'THE CENTER OF A TRACK ROAD.
 TU1670'
 TU1670'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARBERS POINT NO 1
 TU1670'1969, CEMENTED IN A DRILL HOLE IN A CEMENT PAD WHICH SUPPORTS A
 TU1670'MANHOLE COVER.  IT IS 21.5 FEET EAST OF THE CENTER OF THE ASPHALT
 TU1670'STREET, 8.3 FEET NORTH-NORTHEAST OF THE EAST GATE POST AND 3 FEET
 TU1670'NORTHWEST OF THE CENTER OF THE MANHOLE COVER.
 TU1670'
 TU1670'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARBERS POINT NO 2
 TU1670'1969, CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH ROCK WALL
 TU1670'OF AN IRRIGATION CANAL.  IT IS 53 FEET WEST OF THE WEST END OF THE
 TU1670'SECURITY FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 TU1670'
 TU1670'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BARBERS POINT 1969,
 TU1670'CEMENTED IN A DRILL HOLE IN A CONCRETE PAD WHICH SUPPORTS A MAN-HOLE
 TU1670'COVER.  IT IS IN THE NORTHEAST CORNER OF THE INTERSECTION, 22
 TU1670'FEET EAST OF THE CENTER OF THE STREET.
 TU1670'
 TU1670'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO HEAVY
 TU1670'BRUSH AND SECURITY FENCE ON LINE.
 TU1670'
 TU1670'THE KEY FOR THE GATE AT THE STATION WAS OBTAINED FROM CAMBELL
 TU1670'ESTATES OFFICE AT 820 FORT STREET, SUITE 500, HONOLULU.
 TU1670
 TU1670                          STATION RECOVERY (1970)
 TU1670
 TU1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1670'STATION WAS NOT RECOVERED.  STATION WAS REPORTEDLY IN GOOD SHAPE
 TU1670'BEFORE BEING COVERED WITH A 4-INCH CONCRETE SLAB OF A NEWLY
 TU1670'ORGANIZED USED AUTO PARTS YARD.  PERMISSION COULD BE OBTAINED
 TU1670'TO UNCOVER STATION AND PROTECT WITH A HANDHOLE, IF DESIRED.
 TU1670'
 TU1670'REFERENCE MARKS NO. 1 AND NO. 2 AND 1969 AZIMUTH MARK RECOVERED
 TU1670'IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO. 2 RECOVERED
 TU1670'AS DESCRIBED IN DESCRIPTION BY C.A. ANNIS 1969.
 TU1670'
 TU1670'AZIMUTH MARK, STAMPED AZIMUTH MARK 1969, WAS NOT RECOVERED AS
 TU1670'DESCRIBED.  IT IS IN THE NORTHEAST CORNER OF THE INTERSECTION,
 TU1670'30 FEET EAST OF THE CENTER OF THE STREET.
 TU1670'
 TU1670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1670'5 MILES SOUTHWEST OF EWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1674 ***********************************************************************
 TU1674  DESIGNATION -  BARBERS POINT LIGHTHOUSE NEW
 TU1674  PID         -  TU1674
 TU1674  STATE/COUNTY-  HI/HONOLULU
 TU1674  USGS QUAD   -  EWA (1983)
 TU1674
 TU1674                         *CURRENT SURVEY CONTROL
 TU1674  ___________________________________________________________________
 TU1674* NAD 83(1993)-  21 17 46.95581(N)    158 06 22.22798(W)     ADJUSTED  
 TU1674* LOCAL TIDAL -                                                        
 TU1674  ___________________________________________________________________
 TU1674  EPOCH DATE  -        1993.62
 TU1674  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 TU1674  GEOID HEIGHT-          14.88  (meters)                     GEOID03
 TU1674
 TU1674  HORZ ORDER  -  THIRD
 TU1674
 TU1674.The horizontal coordinates were established by classical geodetic methods
 TU1674.and adjusted by the National Geodetic Survey in December 1998..
 TU1674.The horizontal coordinates are valid at the epoch date displayed above.
 TU1674.The epoch date for horizontal control is a decimal equivalence
 TU1674.of Year/Month/Day.
 TU1674
 TU1674
 TU1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1674
 TU1674.The geoid height was determined by GEOID03.
 TU1674
 TU1674;                    North         East     Units Scale Factor Converg.
 TU1674;SPC HI 3     -    14,365.056   488,983.045   MT  0.99999150   -0 02 18.8
 TU1674;UTM  04      - 2,355,211.686   592,712.403   MT  0.99970622   +0 19 28.8
 TU1674
 TU1674                          SUPERSEDED SURVEY CONTROL
 TU1674
 TU1674  NAD 83(1986)-  21 17 46.90367(N)    158 06 22.23912(W) AD(       ) 4
 TU1674  OLD HI      -  21 17 58.27519(N)    158 06 32.12085(W) AD(       ) 3
 TU1674
 TU1674.Superseded values are not recommended for survey control.
 TU1674.NGS no longer adjusts projects to the OLD HI datum.
 TU1674.See file dsdata.txt to determine how the superseded data were derived.
 TU1674
 TU1674_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9271255212(NAD 83)
 TU1674_MARKER: 13 = LIGHTHOUSE
 TU1674
 TU1674  HISTORY     - Date     Condition        Report By
 TU1674  HISTORY     - UNK      FIRST OBSERVED
 TU1674  HISTORY     - 1961     GOOD             CGS
 TU1674  HISTORY     - 1964     GOOD             CGS
 TU1674  HISTORY     - 1969     GOOD             CGS
 TU1674  HISTORY     - 1984     GOOD             USPSQD
 TU1674
 TU1674                          STATION DESCRIPTION
 TU1674
 TU1674'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1674'THE STATION WAS RECOVERED.  IT IS ON THE SOUTHWEST POINT OF OAHU
 TU1674'ISLAND AT THE SOUTH EDGE OF THE CAMPBELL PARK INDUSTRIAL AREA.
 TU1674'
 TU1674'IT IS SHOWN IN THE LIGHT LIST, PACIFIC COAST, 1961 AS
 TU1674'3042 - WHITE CYLINDRICAL CONCRETE TOWER, BUILT 1888, REBUILT 1933.
 TU1674
 TU1674                          STATION RECOVERY (1964)
 TU1674
 TU1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1674'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A WHITE,
 TU1674'CYLINDRICAL, TAPERING, CONCRETE TOWER WITH CATWALK AROUND
 TU1674'TOP.  THE LIGHT IS ABOVE THE CATWALK AND HAS A SMALL RED BALL ON
 TU1674'ITS TOP.  IT IS 80 FEET FROM GROUND TO RED BALL.  THERE IS A
 TU1674'SIGN ERECTED 1933 ABOVE DOOR OF TOWER.
 TU1674'
 TU1674'LOCATED ON THE SEASHORE AT BARBERS POINT, AT SOUTH END OF
 TU1674'CAMPBELL INDUSTRIAL PARK, AT THE U.S. COAST GUARD STATION.
 TU1674
 TU1674                          STATION RECOVERY (1969)
 TU1674
 TU1674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1674'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1674'BY H.J.S. IN 1961.
 TU1674
 TU1674                          STATION RECOVERY (1984)
 TU1674
 TU1674'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU1674'BARBERS PT LIGHTHOUSE (NEW) INTERSECTION STATION IS SHOWN IN LIGHT
 TU1674'LIST.
 TU1674'
 TU1674'RECOVERED IN GOOD CONDITION AS DESCRIBED BY D.G.R. IN 1964 EXCEPT
 TU1674'LIGHT IS NO LONGER OPERATIONAL AS A LIGHTHOUSE.  TOP OF TOWER HAS A
 TU1674'LIGHT AND RADIO ANTENNA.  USCG BASE STATION NO LONGER THERE.  TOWER
 TU1674'IS SURROUNDED BY GREEN CYCLONE FENCE, (LOCKED).
 TU1674'STATION IS LOCATED AT END OF OLAI ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1675 ***********************************************************************
 TU1675  DESIGNATION -  BARBERS POINT LIGHT
 TU1675  PID         -  TU1675
 TU1675  STATE/COUNTY-  HI/HONOLULU
 TU1675  USGS QUAD   -  EWA (1983)
 TU1675
 TU1675                         *CURRENT SURVEY CONTROL
 TU1675  ___________________________________________________________________
 TU1675* NAD 83(1993)-  21 17 46.73642(N)    158 06 22.33487(W)     ADJUSTED  
 TU1675* LOCAL TIDAL -        10.0    (meters)      33.     (feet)  VERT ANG  
 TU1675  ___________________________________________________________________
 TU1675  EPOCH DATE  -        1993.62
 TU1675  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 TU1675  GEOID HEIGHT-          14.88  (meters)                     GEOID03
 TU1675
 TU1675  HORZ ORDER  -  THIRD
 TU1675
 TU1675.The horizontal coordinates were established by classical geodetic methods
 TU1675.and adjusted by the National Geodetic Survey in December 1998..
 TU1675.The horizontal coordinates are valid at the epoch date displayed above.
 TU1675.The epoch date for horizontal control is a decimal equivalence
 TU1675.of Year/Month/Day.
 TU1675
 TU1675.The orthometric height was determined by vertical angle observations.
 TU1675
 TU1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1675
 TU1675.The geoid height was determined by GEOID03.
 TU1675
 TU1675;                    North         East     Units Scale Factor Converg.
 TU1675;SPC HI 3     -    14,358.310   488,979.960   MT  0.99999150   -0 02 18.9
 TU1675;UTM  04      - 2,355,204.923   592,709.361   MT  0.99970621   +0 19 28.7
 TU1675
 TU1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1675!SPC HI 3     -   0.99999609  x   0.99999150  =   0.99998759
 TU1675!UTM  04      -   0.99999609  x   0.99970621  =   0.99970230
 TU1675
 TU1675                          SUPERSEDED SURVEY CONTROL
 TU1675
 TU1675  NAD 83(1986)-  21 17 46.68127(N)    158 06 22.34634(W) AD(       ) 3
 TU1675  OLD HI      -  21 17 58.07800(N)    158 06 32.21000(W) AD(       ) 3
 TU1675
 TU1675.Superseded values are not recommended for survey control.
 TU1675.NGS no longer adjusts projects to the OLD HI datum.
 TU1675.See file dsdata.txt to determine how the superseded data were derived.
 TU1675
 TU1675_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9270955205(NAD 83)
 TU1675
 TU1675  HISTORY     - Date     Condition        Report By
 TU1675  HISTORY     - UNK      MONUMENTED
 TU1675  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU1675  HISTORY     - 1953     SEE DESCRIPTION  USGS
 TU1675
 TU1675                          STATION DESCRIPTION
 TU1675
 TU1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU1675'IN THE LOCALITY OF BARBERS POINT, ON THE SW POINT OF OAHU.  IT
 TU1675'IS A WHITE CONICAL TOWER 42 FEET HIGH.
 TU1675
 TU1675                          STATION RECOVERY (1953)
 TU1675
 TU1675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 TU1675'LIGHT WAS REPORTED TO HAVE BEEN MOVED 21 FT. IN 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1662 ***********************************************************************
 TU1662  DESIGNATION -  BARBERS PT NAS BASE CONT TR BN
 TU1662  PID         -  TU1662
 TU1662  STATE/COUNTY-  HI/HONOLULU
 TU1662  USGS QUAD   -  EWA (1983)
 TU1662
 TU1662                         *CURRENT SURVEY CONTROL
 TU1662  ___________________________________________________________________
 TU1662* NAD 83(1993)-  21 18 37.27274(N)    158 04 14.87406(W)     ADJUSTED  
 TU1662* LOCAL TIDAL -                                                        
 TU1662  ___________________________________________________________________
 TU1662  EPOCH DATE  -        1993.62
 TU1662  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 TU1662  GEOID HEIGHT-          15.19  (meters)                     GEOID03
 TU1662
 TU1662  HORZ ORDER  -  THIRD
 TU1662
 TU1662.The horizontal coordinates were established by classical geodetic methods
 TU1662.and adjusted by the National Geodetic Survey in December 1998..
 TU1662.The horizontal coordinates are valid at the epoch date displayed above.
 TU1662.The epoch date for horizontal control is a decimal equivalence
 TU1662.of Year/Month/Day.
 TU1662
 TU1662
 TU1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1662
 TU1662.The geoid height was determined by GEOID03.
 TU1662
 TU1662;                    North         East     Units Scale Factor Converg.
 TU1662;SPC HI 3     -    15,910.521   492,654.463   MT  0.99999067   -0 01 32.6
 TU1662;UTM  04      - 2,356,779.962   596,372.919   MT  0.99971477   +0 20 15.8
 TU1662
 TU1662                          SUPERSEDED SURVEY CONTROL
 TU1662
 TU1662  NAD 83(1986)-  21 18 37.22092(N)    158 04 14.88501(W) AD(       ) 4
 TU1662  OLD HI      -  21 18 48.59669(N)    158 04 24.76854(W) AD(       ) 3
 TU1662
 TU1662.Superseded values are not recommended for survey control.
 TU1662.NGS no longer adjusts projects to the OLD HI datum.
 TU1662.See file dsdata.txt to determine how the superseded data were derived.
 TU1662
 TU1662_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9637356780(NAD 83)
 TU1662
 TU1662  HISTORY     - Date     Condition        Report By
 TU1662  HISTORY     - UNK      MONUMENTED
 TU1662  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1662  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1662  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1662
 TU1662                          STATION DESCRIPTION
 TU1662
 TU1662'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1662'THE STATION WAS RECOVERED.
 TU1662'
 TU1662'IT IS THE CENTER OF THE REVOLVING AERO BEACON ATOP THE CONTROL
 TU1662'TOWER AT THE NAVAL AIR STATION.  THE CONTROL TOWER IS LOCATED ON
 TU1662'THE SOUTHEAST CORNER OF THE ADMINISTRATION BUILDING AND ON THE
 TU1662'NORTH SIDE OF THE RUNWAYS.
 TU1662'
 TU1662'IT IS SHOWN IN THE LIGHT LIST, PACIFIC COAST, 1961 AS 3040-BARBERS
 TU1662'PT. AERO LT.
 TU1662
 TU1662                          STATION RECOVERY (1964)
 TU1662
 TU1662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1662'THE STATION WAS RECOVERED.
 TU1662'
 TU1662'LOCATED ON BARBERS POINT NAVAL AIR STATION, IN THE NORTH ANGLE OF
 TU1662'THE INTERSECTION OF THE RUNWAYS, 0.1 MILE SOUTH FROM WHERE MIDWAY
 TU1662'DRIVE REACHES ITS SOUTHERNMOST POINT AND TURNS FROM SOUTHEAST TO
 TU1662'EAST-NORTHEAST.
 TU1662'
 TU1662'STATION IS THE AIRPORT BEACON, A ROTATING, ALTERNATE GREEN AND
 TU1662'WHITE LIGHT, MOUNTED ON THE CENTER OF THE CONTROL TOWER, WHICH IS
 TU1662'SET ON THE SOUTHEAST END OF THE ROOF OF THE BASE OPERATIONS
 TU1662'BUILDINGS.  THIS BUILDING SETS SOUTH ACROSS A TAXIWAY FROM THE
 TU1662'BASE AIR TERMINAL.
 TU1662
 TU1662                          STATION RECOVERY (1973)
 TU1662
 TU1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 TU1662'STATION RECOVERED AS DESCRIBED BY D.G. RUSHFORD IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1667 ***********************************************************************
 TU1667  DESIGNATION -  BARBERS PT NAS BEACON
 TU1667  PID         -  TU1667
 TU1667  STATE/COUNTY-  HI/HONOLULU
 TU1667  USGS QUAD   -  EWA (1983)
 TU1667
 TU1667                         *CURRENT SURVEY CONTROL
 TU1667  ___________________________________________________________________
 TU1667* NAD 83(1993)-  21 18 19.37133(N)    158 04 51.89064(W)     ADJUSTED  
 TU1667* LOCAL TIDAL -                                                        
 TU1667  ___________________________________________________________________
 TU1667  EPOCH DATE  -        1993.62
 TU1667  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 TU1667  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU1667
 TU1667  HORZ ORDER  -  THIRD
 TU1667
 TU1667.The horizontal coordinates were established by classical geodetic methods
 TU1667.and adjusted by the National Geodetic Survey in December 1998..
 TU1667.The horizontal coordinates are valid at the epoch date displayed above.
 TU1667.The epoch date for horizontal control is a decimal equivalence
 TU1667.of Year/Month/Day.
 TU1667
 TU1667
 TU1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1667
 TU1667.The geoid height was determined by GEOID03.
 TU1667
 TU1667;                    North         East     Units Scale Factor Converg.
 TU1667;SPC HI 3     -    15,360.467   491,587.352   MT  0.99999087   -0 01 46.1
 TU1667;UTM  04      - 2,356,223.305   595,309.613   MT  0.99971225   +0 20 02.1
 TU1667
 TU1667                          SUPERSEDED SURVEY CONTROL
 TU1667
 TU1667  NAD 83(1986)-  21 18 19.31948(N)    158 04 51.90166(W) AD(       ) 4
 TU1667  OLD HI      -  21 18 30.69398(N)    158 05 01.78403(W) AD(       ) 3
 TU1667
 TU1667.Superseded values are not recommended for survey control.
 TU1667.NGS no longer adjusts projects to the OLD HI datum.
 TU1667.See file dsdata.txt to determine how the superseded data were derived.
 TU1667
 TU1667_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9531056223(NAD 83)
 TU1667
 TU1667  HISTORY     - Date     Condition        Report By
 TU1667  HISTORY     - 1969     MONUMENTED       CGS
 TU1667
 TU1667                          STATION DESCRIPTION
 TU1667
 TU1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1667'THE STATION IS THE LIGHT ON TOP OF THE TOWER, WHICH IS LOCATED ON
 TU1667'THE SOUTHWEST CORNER OF THE BARBERS POINT NAVAL AIR STATION.  IT
 TU1667'IS A RED-AND-WHITE STRUCTURE 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1658 ***********************************************************************
 TU1658  DESIGNATION -  BARBERS PT NAS S RADIO TOWER
 TU1658  PID         -  TU1658
 TU1658  STATE/COUNTY-  HI/HONOLULU
 TU1658  USGS QUAD   -  EWA (1983)
 TU1658
 TU1658                         *CURRENT SURVEY CONTROL
 TU1658  ___________________________________________________________________
 TU1658* NAD 83(1993)-  21 19 31.66595(N)    158 03 36.16568(W)     ADJUSTED  
 TU1658* LOCAL TIDAL -                                                        
 TU1658  ___________________________________________________________________
 TU1658  EPOCH DATE  -        1993.62
 TU1658  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 TU1658  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU1658
 TU1658  HORZ ORDER  -  THIRD
 TU1658
 TU1658.The horizontal coordinates were established by classical geodetic methods
 TU1658.and adjusted by the National Geodetic Survey in December 1998..
 TU1658.The horizontal coordinates are valid at the epoch date displayed above.
 TU1658.The epoch date for horizontal control is a decimal equivalence
 TU1658.of Year/Month/Day.
 TU1658
 TU1658
 TU1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1658
 TU1658.The geoid height was determined by GEOID03.
 TU1658
 TU1658;                    North         East     Units Scale Factor Converg.
 TU1658;SPC HI 3     -    17,582.953   493,770.686   MT  0.99999048   -0 01 18.6
 TU1658;UTM  04      - 2,358,458.982   597,478.204   MT  0.99971742   +0 20 30.7
 TU1658
 TU1658                          SUPERSEDED SURVEY CONTROL
 TU1658
 TU1658  NAD 83(1986)-  21 19 31.61417(N)    158 03 36.17637(W) AD(       ) 4
 TU1658  OLD HI      -  21 19 42.96700(N)    158 03 46.05200(W) AD(       ) 3
 TU1658
 TU1658.Superseded values are not recommended for survey control.
 TU1658.NGS no longer adjusts projects to the OLD HI datum.
 TU1658.See file dsdata.txt to determine how the superseded data were derived.
 TU1658
 TU1658_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9747858459(NAD 83)
 TU1658
 TU1658  HISTORY     - Date     Condition        Report By
 TU1658  HISTORY     - UNK      MONUMENTED
 TU1658  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1658  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1658  HISTORY     - 20050219 MARK NOT FOUND   GEOCAC
 TU1658
 TU1658                          STATION DESCRIPTION
 TU1658
 TU1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1658'THE STATION WAS RECOVERED.
 TU1658'
 TU1658'THE TOWER IS THE SOUTHERLY OF 3 RED AND WHITE PAINTED SKELETON
 TU1658'STEEL TOWERS WHICH SUPPORT RADIO ANTENNAS.  THE TOWER IS OBSTRUCTION
 TU1658'LIGHTED AND HAS A CATWALK ON TOP.  THE LEGS ARE SET IN THREE
 TU1658'PYRAMIDAL CONCRETE BASES.
 TU1658
 TU1658                          STATION RECOVERY (1963)
 TU1658
 TU1658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1658'LOCATED IN SOUTHWEST OAHU, ALONG THE NORTHEAST SIDE OF BARBERS
 TU1658'POINT NAVAL AIR STATION.  THE SOUTH ONE OF THREE IDENTICAL TOWERS
 TU1658'SET IN TRIANGLE PATTERN ABOUT 400 FEET APART, WITH LARGE, GREY
 TU1658'BUILDING AT CENTER.  TOWER IS OF STRUCTURAL STEEL CONSTRUCTION,
 TU1658'3-LEGGED, ABOUT 150 FEET HIGH, PAINTED ALTERNATE ORANGE AND
 TU1658'WHITE, WITH SMALL, RECTANGULAR PLATFORM ON TOP.  TOWER LEGS ARE
 TU1658'MOUNTED ON LARGE CONCRETE BASES, WITH TOWER 1, STENCILED ON
 TU1658'THEM.
 TU1658
 TU1658                          STATION RECOVERY (2005)
 TU1658
 TU1658'RECOVERY NOTE BY GEOCACHING 2005 (GFH)
 TU1658'TOWER IS GONE.  CONCRETE FOOTINGS ARE STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1672 ***********************************************************************
 TU1672  DESIGNATION -  BARBERS PT STANDARD OIL SE TWR
 TU1672  PID         -  TU1672
 TU1672  STATE/COUNTY-  HI/HONOLULU
 TU1672  USGS QUAD   -  EWA (1983)
 TU1672
 TU1672                         *CURRENT SURVEY CONTROL
 TU1672  ___________________________________________________________________
 TU1672* NAD 83(1993)-  21 18 32.78486(N)    158 06 46.36594(W)     ADJUSTED  
 TU1672* LOCAL TIDAL -                                                        
 TU1672  ___________________________________________________________________
 TU1672  EPOCH DATE  -        1993.62
 TU1672  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 TU1672  GEOID HEIGHT-          14.96  (meters)                     GEOID03
 TU1672
 TU1672  HORZ ORDER  -  THIRD
 TU1672
 TU1672.The horizontal coordinates were established by classical geodetic methods
 TU1672.and adjusted by the National Geodetic Survey in December 1998..
 TU1672.The horizontal coordinates are valid at the epoch date displayed above.
 TU1672.The epoch date for horizontal control is a decimal equivalence
 TU1672.of Year/Month/Day.
 TU1672
 TU1672
 TU1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1672
 TU1672.The geoid height was determined by GEOID03.
 TU1672
 TU1672;                    North         East     Units Scale Factor Converg.
 TU1672;SPC HI 3     -    15,775.037   488,288.325   MT  0.99999169   -0 02 27.7
 TU1672;UTM  04      - 2,356,616.832   592,008.957   MT  0.99970461   +0 19 20.6
 TU1672
 TU1672                          SUPERSEDED SURVEY CONTROL
 TU1672
 TU1672  NAD 83(1986)-  21 18 32.73281(N)    158 06 46.37729(W) AD(       ) 4
 TU1672  OLD HI      -  21 18 44.10601(N)    158 06 56.25963(W) AD(       ) 3
 TU1672
 TU1672.Superseded values are not recommended for survey control.
 TU1672.NGS no longer adjusts projects to the OLD HI datum.
 TU1672.See file dsdata.txt to determine how the superseded data were derived.
 TU1672
 TU1672_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9200956617(NAD 83)
 TU1672
 TU1672  HISTORY     - Date     Condition        Report By
 TU1672  HISTORY     - 1969     MONUMENTED       CGS
 TU1672
 TU1672                          STATION DESCRIPTION
 TU1672
 TU1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1672'THE STATION IS A SHORT PIPE WITH A BALL ON TOP AND THE PIPE IS ON
 TU1672'THE TOP OF THE DIP TOWER.  THE TOWER LOOKS LIKE A STANDPIPE AND IS
 TU1672'THE SOUTHEAST ONE OF 2 SIMILAR TOWERS ON THE STANDARD OIL
 TU1672'CO. REFINERY GROUNDS AND IT IS 191 FEET HIGH AND 7 FEET IN
 TU1672'DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1673 ***********************************************************************
 TU1673  DESIGNATION -  BARBERS PT STANDARD OIL NW TWR
 TU1673  PID         -  TU1673
 TU1673  STATE/COUNTY-  HI/HONOLULU
 TU1673  USGS QUAD   -  EWA (1983)
 TU1673
 TU1673                         *CURRENT SURVEY CONTROL
 TU1673  ___________________________________________________________________
 TU1673* NAD 83(1993)-  21 18 37.53675(N)    158 06 49.79206(W)     ADJUSTED  
 TU1673* LOCAL TIDAL -                                                        
 TU1673  ___________________________________________________________________
 TU1673  EPOCH DATE  -        1993.62
 TU1673  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 TU1673  GEOID HEIGHT-          14.96  (meters)                     GEOID03
 TU1673
 TU1673  HORZ ORDER  -  THIRD
 TU1673
 TU1673.The horizontal coordinates were established by classical geodetic methods
 TU1673.and adjusted by the National Geodetic Survey in December 1998..
 TU1673.The horizontal coordinates are valid at the epoch date displayed above.
 TU1673.The epoch date for horizontal control is a decimal equivalence
 TU1673.of Year/Month/Day.
 TU1673
 TU1673
 TU1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1673
 TU1673.The geoid height was determined by GEOID03.
 TU1673
 TU1673;                    North         East     Units Scale Factor Converg.
 TU1673;SPC HI 3     -    15,921.255   488,189.688   MT  0.99999172   -0 02 28.9
 TU1673;UTM  04      - 2,356,762.379   591,909.423   MT  0.99970438   +0 19 19.5
 TU1673
 TU1673                          SUPERSEDED SURVEY CONTROL
 TU1673
 TU1673  NAD 83(1986)-  21 18 37.48467(N)    158 06 49.80341(W) AD(       ) 4
 TU1673  OLD HI      -  21 18 48.85766(N)    158 06 59.68582(W) AD(       ) 3
 TU1673
 TU1673.Superseded values are not recommended for survey control.
 TU1673.NGS no longer adjusts projects to the OLD HI datum.
 TU1673.See file dsdata.txt to determine how the superseded data were derived.
 TU1673
 TU1673_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9190956762(NAD 83)
 TU1673
 TU1673  HISTORY     - Date     Condition        Report By
 TU1673  HISTORY     - 1969     MONUMENTED       CGS
 TU1673
 TU1673                          STATION DESCRIPTION
 TU1673
 TU1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1673'THE STATION IS A SHORT PIPE WITH A BALL ON THE TOP AND THE PIPE
 TU1673'IS ON TOP OF THE TOWER.  THE TOWER LOOKS LIKE A STANDPIPE AND IS
 TU1673'THE NORTHWEST ONE OF 2 SIMILAR TOWERS ON THE STANDARD OIL
 TU1673'CO. REFINERY GROUNDS, IT IS 189 FEET HIGH AND 9 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0724 ***********************************************************************
 TU0724  FBN         -  This is a Federal Base Network Control Station.
 TU0724  DESIGNATION -  BARK
 TU0724  PID         -  TU0724
 TU0724  STATE/COUNTY-  HI/KAUAI
 TU0724  USGS QUAD   -  KEKAHA (1983)
 TU0724
 TU0724                         *CURRENT SURVEY CONTROL
 TU0724  ___________________________________________________________________
 TU0724* NAD 83(1993)-  22 01 28.74143(N)    159 46 59.67986(W)     ADJUSTED  
 TU0724* LOCAL TIDAL -         4.677  (meters)      15.34   (feet)  ADJ UNCH  
 TU0724  ___________________________________________________________________
 TU0724  EPOCH DATE  -        1993.62
 TU0724  X           -  -5,551,041.180 (meters)                     COMP
 TU0724  Y           -  -2,044,228.780 (meters)                     COMP
 TU0724  Z           -   2,376,951.517 (meters)                     COMP
 TU0724  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 TU0724  ELLIP HEIGHT-          21.46  (meters)          (08/26/96) GPS OBS
 TU0724  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0724
 TU0724  HORZ ORDER  -  A
 TU0724  VERT ORDER  -  SECOND    CLASS 0
 TU0724  ELLP ORDER  -  THIRD     CLASS I
 TU0724
 TU0724.The horizontal coordinates were established by GPS observations
 TU0724.and adjusted by the National Geodetic Survey in August 1996..
 TU0724.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TU0724.DATUM ITEM on the data sheet items page.
 TU0724.The horizontal coordinates are valid at the epoch date displayed above.
 TU0724.The epoch date for horizontal control is a decimal equivalence
 TU0724.of Year/Month/Day.
 TU0724
 TU0724.The orthometric height was key entered from printed documents
 TU0724.and not key verified.
 TU0724
 TU0724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU0724
 TU0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0724
 TU0724.The ellipsoidal height was determined by GPS observations
 TU0724.and is referenced to NAD 83.
 TU0724
 TU0724.The geoid height was determined by GEOID03.
 TU0724
 TU0724;                    North         East     Units Scale Factor Converg.
 TU0724;SPC HI 4     -    21,211.302   470,756.838   MT  1.00000056   -0 06 22.4
 TU0724;UTM  04      - 2,435,762.620   419,165.009   MT  0.99968073   -0 17 37.5
 TU0724
 TU0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0724!SPC HI 4     -   0.99999663  x   1.00000056  =   0.99999719
 TU0724!UTM  04      -   0.99999663  x   0.99968073  =   0.99967736
 TU0724
 TU0724:                Primary Azimuth Mark                     Grid Az
 TU0724:SPC HI 4     -  CABLE                                    002 07 21.2
 TU0724:UTM  04      -  CABLE                                    002 18 36.3
 TU0724
 TU0724|---------------------------------------------------------------------|
 TU0724| PID    Reference Object                     Distance      Geod. Az  |
 TU0724|                                                           dddmmss.s |
 TU0724| TU0719 CABLE                               471.829 METERS 0020058.8 |
 TU0724| TU0725 BARK RM 1                            10.842 METERS 03607     |
 TU0724| TU0723 BARK RM 2                            14.588 METERS 13941     |
 TU0724|---------------------------------------------------------------------|
 TU0724
 TU0724                          SUPERSEDED SURVEY CONTROL
 TU0724
 TU0724  NAD 83(1993)-  22 01 28.74164(N)    159 46 59.67953(W) AD(1993.62) 1
 TU0724  ELLIP H (11/30/94)   21.64   (m)                       GP(1993.62) 5 1
 TU0724  NAD 83(1986)-  22 01 28.70653(N)    159 46 59.70563(W) AD(       ) 2
 TU0724  OLD HI      -  22 01 39.98230(N)    159 47 09.74920(W) AD(       ) 2
 TU0724
 TU0724.Superseded values are not recommended for survey control.
 TU0724.NGS no longer adjusts projects to the OLD HI datum.
 TU0724.See file dsdata.txt to determine how the superseded data were derived.
 TU0724
 TU0724_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1916535763(NAD 83)
 TU0724_MARKER: DD = SURVEY DISK
 TU0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0724_SP_SET: CONCRETE POST
 TU0724_STAMPING: BARK 1964
 TU0724_MARK LOGO: CGS   
 TU0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0724+STABILITY: SURFACE MOTION
 TU0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0724+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU0724
 TU0724  HISTORY     - Date     Condition        Report By
 TU0724  HISTORY     - 1964     MONUMENTED       CGS
 TU0724  HISTORY     - 1964     GOOD             CGS
 TU0724  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU0724  HISTORY     - 1966     GOOD             NGS
 TU0724  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0724  HISTORY     - 1983     GOOD             USPSQD
 TU0724  HISTORY     - 19930807 GOOD             NOS
 TU0724  HISTORY     - 19950718 GOOD             NOS
 TU0724
 TU0724                          STATION DESCRIPTION
 TU0724
 TU0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0724'THE STATION IS LOCATED ON THE BONHAM AUXILIARY LANDING FIELD, ABOUT
 TU0724'8.6 MILES WEST OF THE TOWN OF WAIMEA AND ABOUT 0.5 MILE SOUTH OF
 TU0724'STATE HIGHWAY 50.
 TU0724'
 TU0724'TO REACH THE STATION FROM THE MAIN GATE AT BONHAM AUXILIARY
 TU0724'LANDING FIELD, GO SOUTH ON A MACADAM ROAD FOR 0.85 MILE TO A SIDE
 TU0724'ROAD RIGHT AND THE PACIFIC MISSILE RANGE HEADQUARTERS.  TURN RIGHT
 TU0724'AND GO WEST AND SOUTH FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 TU0724'
 TU0724'THE STATION MARK, A STANDARD DISK STAMPED BARK 1964, IS SET IN THE
 TU0724'TOP OF A 12-INCH SQUARE CONCRETE BLOCK AND PROJECTING 2 INCHES
 TU0724'ABOVE THE GROUND.  IT IS 60 FEET SOUTH OF THE SOUTHWEST CORNER OF
 TU0724'A LARGE PARKING AREA THAT HAS RADAR TRAILERS ON THE PAVED AREA,
 TU0724'45 FEET WEST OF A ROAD FORKS, 65 FEET SOUTHEAST OF A RADAR AND
 TU0724'4 FEET EAST OF A 7 FOOT DIRT BANK.
 TU0724'
 TU0724'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BARK NO 1 1964,
 TU0724'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK AND PROJECTING
 TU0724'1 INCH ABOVE THE GROUND.  IT IS 60 FEET SOUTH OF THE SOUTHWEST
 TU0724'CORNER OF THE PAVED AREA AND 33 FEET NORTHWEST OF THE ROAD FORKS.
 TU0724'
 TU0724'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BARK NO 2 1964, IS
 TU0724'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK AND PROJECTING
 TU0724'1 INCH ABOVE THE GROUND.  IT IS 42 FEET SOUTH OF THE ROAD FORKS
 TU0724'AND 25 FEET NORTH OF A FUEL DUMP.
 TU0724
 TU0724                          STATION RECOVERY (1964)
 TU0724
 TU0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 TU0724'IN BONHAM A.L.F..
 TU0724'0.85 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF BONHAM
 TU0724'AUXILIARY LANDING FIELD, THENCE 0.15 MILE WEST AND SOUTH ALONG AN
 TU0724'ASPHALT ROAD, 65 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE PARKING
 TU0724'AREA THAT HAS RADAR TRAILERS ON IT, 65 FEET SOUTHEAST OF A RADAR, 45
 TU0724'FEET WEST OF A FORK IN THE ROAD, 4 FEET EAST OF A 7-FOOT DIRT BANK,
 TU0724'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 TU0724'INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0724
 TU0724                          STATION RECOVERY (1965)
 TU0724
 TU0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU0724'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU0724'WERE RECOVERED AS DESCRIBED IN 1965 AND FOUND IN GOOD
 TU0724'CONDITION.  FOLLOWING IS A NEW DESCRIPTION.
 TU0724'
 TU0724'THE STATION IS LOCATED 7 MILES NORTHWEST OF THE SMALL VILLAGE OF
 TU0724'KEKAHA, ON BONHAM AUXILIARY LANDING FIELD, NEAR THE SOUTHWEST
 TU0724'CORNER OF A LARGE PARKING AREA KNOW AS THE INSTRUMENTATION VAN PAD.
 TU0724'
 TU0724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND 55
 TU0724'IN THE SMALL VILLAGE OF KEKAHA, GO NORTHWEST ON STATE HIGHWAY 50
 TU0724'FOR 6.55 MILES TO A FORK IN THE ROAD.  KEEP THE LEFT FORK AND GO
 TU0724'WEST ON AN OILED ROAD FOR 0.4 MILE TO A CROSSROAD AT THE MAIN GATE
 TU0724'OF BONHAM AUXILIARY LANDING FIELD.  TURN LEFT AND GO SOUTH ON AN
 TU0724'OILED ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 TU0724'WEST ON AN OILED ROAD FOR 0.1 MILE TO A T-ROAD AT THE WEST EDGE
 TU0724'OF PARKING AREA.  TURN LEFT AND GO SOUTH THROUGH THE PARKING
 TU0724'AREA FOR 0.1 MILE TO THE STATION ON THE RIGHT NEAR THE BASE OF A
 TU0724'LARGE U-SHAPED DIRT BANK.
 TU0724'
 TU0724'THE STATION MARK, A STANDARD DISK STAMPED BARK 1964, SET IN THE
 TU0724'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 TU0724'ABOVE THE SURFACE OF THE GROUND.  IT IS 95 FEET SOUTHWEST OF THE
 TU0724'SOUTHWEST CORNER OF A WHITE CONCRETE BLOCK BUILDING, 86 FEET
 TU0724'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE INSTRUMENTATION
 TU0724'VAN PAD, 42 FEET WEST OF THE CENTER OF A FORK IN A TRACK ROAD
 TU0724'AND 5 FEET EAST OF THE EDGE OF A U-SHAPED DIRT BANK.
 TU0724'
 TU0724'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BARK NO 1 1964, SET
 TU0724'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS SET
 TU0724'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 66-1/2 FEET
 TU0724'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE CONCRETE BLOCK
 TU0724'BUILDING, 57-1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 TU0724'INSTRUMENTATION VAN PAD AND 24 FEET WEST OF THE CENTER OF THE
 TU0724'TRACK ROAD.
 TU0724'
 TU0724'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BARK NO 2 1964,
 TU0724'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS SET
 TU0724'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 116-1/2 FEET SOUTH
 TU0724'OF THE SOUTH EDGE OF THE INSTRUMENTATION VAN PAD, 98 FEET
 TU0724'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WHITE CONCRETE
 TU0724'BLOCK BUILDING, 23 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD
 TU0724'AND 13 FEET EAST OF THE CENTER OF A TRACK ROAD.
 TU0724'
 TU0724'HEIGHT OF LIGHT ABOVE STATION MARK 18 FEET.
 TU0724'
 TU0724'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0724'7 MILES NORTHWEST OF KEKAHA.
 TU0724
 TU0724                          STATION RECOVERY (1966)
 TU0724
 TU0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0724'RECOVERED IN GOOD CONDITION.
 TU0724
 TU0724                          STATION RECOVERY (1968)
 TU0724
 TU0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0724'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE NOT
 TU0724'CHECKED ON THIS DATE.
 TU0724'
 TU0724'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU0724'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION
 TU0724'FOLLOWS.
 TU0724'
 TU0724'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF THE SMALL VILLAGE
 TU0724'OF KEKAHA, ON BARKING SANDS PACIFIC MISSILE RANGE FACILITY, JUST
 TU0724'SOUTH OF A LARGE PARKING AREA KNOW AS THE INSTRUMENTATION VAN PAD.
 TU0724'
 TU0724'TO REACH THE STATION FROM THE MAIN GATE AT BARKING SANDS
 TU0724'PACIFIC MISSILE RANGE FACILITY, GO SOUTH ON NOHILI ROAD FOR 0.1
 TU0724'MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTH ON LII
 TU0724'WAY FOR 0.4 MILE TO END OF PAVEMENT AFTER PASSING THROUGH THE VAN
 TU0724'PAD AREA AND THE STATION.
 TU0724'
 TU0724'THE STATION MARK IS A STANDARD DISK, STAMPED BARK 1964, SET IN
 TU0724'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1
 TU0724'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 95 FEET SOUTHWEST
 TU0724'OF THE SOUTHWEST CORNER OF A WHITE CONCRETE BLOCK BUILDING, 86
 TU0724'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 TU0724'INSTRUMENTATION VAN PAD, 42 FEET WEST OF THE CENTER OF A FORK IN A
 TU0724'TRACK ROAD AND 5 FEET EAST OF THE EDGE OF A U-SHAPED DIRT
 TU0724'BANK.
 TU0724'
 TU0724'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BARK NO 1 1964,
 TU0724'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TU0724'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 66-1/2 FEET
 TU0724'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE CONCRETE BLOCK
 TU0724'BUILDING, 57-1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 TU0724'INSTRUMENTATION VAN PAD AND 24 FEET WEST OF THE CENTER OF THE
 TU0724'TRACK ROAD.
 TU0724'
 TU0724'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BARK NO 2 1964,
 TU0724'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS
 TU0724'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 116-1/2 FEET
 TU0724'SOUTH OF THE SOUTH EDGE OF THE INSTRUMENTATION VAN PAD, 98
 TU0724'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WHITE
 TU0724'CONCRETE BLOCK BUILDING, 23 FEET SOUTHWEST OF THE CENTER OF A
 TU0724'TRACK ROAD AND 13 FEET EAST OF THE CENTER OF A TRACK ROAD.
 TU0724'
 TU0724'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0724'ON BARKING SANDS PMRF.
 TU0724
 TU0724                          STATION RECOVERY (1983)
 TU0724
 TU0724'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0724'BARK 1964 RECOVERED GOOD.  STATION LOCATED AS DESCRIBED BY FLJ 1968
 TU0724'EXC BULLDOZED AREA IS DIFFERENT.  CONCRETE BLOCK BLDG GONE AND
 TU0724'REVETMENT.  NO REF MARKS FOUND - PROBABLY DESTROYED BY GRADING.
 TU0724
 TU0724                          STATION RECOVERY (1993)
 TU0724
 TU0724'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU0724'TO REACH FROM THE MAIN GATE, GO W ON OLAKAMOI BLVD. FOR .1 MI (0.2 KM)
 TU0724'TO A CROSS ROAD.  TURN LEFT AND GO S ON AN UN-NAMED ROAD FOR .4 MI
 TU0724'(0.6 KM) TO A PARKING LOT AND STATION AT SW CORNER.  A SPONSOR MUST BE
 TU0724'OBTAINED IN ADVANCE, CONTACT THE PUBLIC WORKS DEPARTMENT AT
 TU0724'808-335-4634. THE STATION IS 18 M (59.1 FT) S FROM FIRE HYDRANT NUMBER
 TU0724'208 AT SW CORNER OF PARKING AREA, 29 M (95.1 FT) SW FROM SW CORNER OF
 TU0724'A TRACKING ANTENNA BUILDING AT S END OF PARKING LOT.  THERE ARE 4
 TU0724'CONCRETE FILLED PVC PIPES, 2 METAL POSTS, AND AN ASTRO STATION IN THE
 TU0724'VICINITY OF THE STATION.
 TU0724
 TU0724                          STATION RECOVERY (1995)
 TU0724
 TU0724'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 TU0724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0725 ***********************************************************************
 TU0725  DESIGNATION -  BARK RM 1
 TU0725  PID         -  TU0725
 TU0725  STATE/COUNTY-  HI/KAUAI
 TU0725  USGS QUAD   -  KEKAHA (1983)
 TU0725
 TU0725                         *CURRENT SURVEY CONTROL
 TU0725  ___________________________________________________________________
 TU0725* NAD 83(1986)-  22 01 29.     (N)    159 47 00.     (W)     SCALED    
 TU0725* LOCAL TIDAL -         4.593  (meters)      15.07   (feet)  ADJ UNCH  
 TU0725  ___________________________________________________________________
 TU0725  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0725
 TU0725  VERT ORDER  -  SECOND    CLASS 0
 TU0725
 TU0725.The horizontal coordinates were scaled from a topographic map and have
 TU0725.an estimated accuracy of +/- 6 seconds.
 TU0725
 TU0725.The orthometric height was key entered from printed documents
 TU0725.and not key verified.
 TU0725
 TU0725.The geoid height was determined by GEOID03.
 TU0725
 TU0725;                    North         East    Units  Estimated Accuracy
 TU0725;SPC HI 4     -    21,220.      470,750.      MT  (+/- 180 meters Scaled)
 TU0725
 TU0725                          SUPERSEDED SURVEY CONTROL
 TU0725
 TU0725.No superseded survey control is available for this station.
 TU0725
 TU0725_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191357(NAD 83)
 TU0725_MARKER: DR = REFERENCE MARK DISK
 TU0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0725_STAMPING: BARK NO 1 1964
 TU0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0725+STABILITY: SURFACE MOTION
 TU0725
 TU0725  HISTORY     - Date     Condition        Report By
 TU0725  HISTORY     - 1964     MONUMENTED       CGS
 TU0725  HISTORY     - 1968     GOOD             NGS
 TU0725
 TU0725                          STATION DESCRIPTION
 TU0725
 TU0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0725'IN BARKING SANDS PMRF.
 TU0725'0.1 MILE SOUTH ALONG NOHILI ROAD FROM THE MAIN GATE OF THE BARKING
 TU0725'SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.4 MILE WEST AND SOUTH
 TU0725'ALONG LII WAY, 66 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 TU0725'WHITE CONCRETE BLOCK BUILDING, 57 1/2 FEET SOUTH OF THE SOUTHWEST
 TU0725'CORNER OF THE INSTRUMENTATION VAN PAD, 24 FEET WEST OF THE CENTER OF
 TU0725'THE TRACK ROAD AND SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH
 TU0725'IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0723 ***********************************************************************
 TU0723  DESIGNATION -  BARK RM 2
 TU0723  PID         -  TU0723
 TU0723  STATE/COUNTY-  HI/KAUAI
 TU0723  USGS QUAD   -  KEKAHA (1983)
 TU0723
 TU0723                         *CURRENT SURVEY CONTROL
 TU0723  ___________________________________________________________________
 TU0723* NAD 83(1986)-  22 01 29.     (N)    159 47 00.     (W)     SCALED    
 TU0723* LOCAL TIDAL -         4.499  (meters)      14.76   (feet)  ADJ UNCH  
 TU0723  ___________________________________________________________________
 TU0723  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0723
 TU0723  VERT ORDER  -  SECOND    CLASS 0
 TU0723
 TU0723.The horizontal coordinates were scaled from a topographic map and have
 TU0723.an estimated accuracy of +/- 6 seconds.
 TU0723
 TU0723.The orthometric height was key entered from printed documents
 TU0723.and not key verified.
 TU0723
 TU0723.The geoid height was determined by GEOID03.
 TU0723
 TU0723;                    North         East    Units  Estimated Accuracy
 TU0723;SPC HI 4     -    21,220.      470,750.      MT  (+/- 180 meters Scaled)
 TU0723
 TU0723                          SUPERSEDED SURVEY CONTROL
 TU0723
 TU0723.No superseded survey control is available for this station.
 TU0723
 TU0723_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191357(NAD 83)
 TU0723_MARKER: DR = REFERENCE MARK DISK
 TU0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0723_STAMPING: BARK NO 2 1964
 TU0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0723+STABILITY: SURFACE MOTION
 TU0723
 TU0723  HISTORY     - Date     Condition        Report By
 TU0723  HISTORY     - 1964     MONUMENTED       CGS
 TU0723  HISTORY     - 1966     GOOD             NGS
 TU0723
 TU0723                          STATION DESCRIPTION
 TU0723
 TU0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU0723'IN BONHAM A.L.F..
 TU0723'0.85 MILE SOUTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF BONHAM
 TU0723'AUXILIARY LANDING FIELD, THENCE 0.15 MILE WEST AND SOUTH ALONG AN
 TU0723'ASPHALT ROAD, 42 FEET SOUTH OF A FORK IN THE ROAD, 25 FEET NORTH OF A
 TU0723'FUEL DUMP AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 TU0723'FLUSH WITH THE SURFACE OF THE GROUND.
 TU0723
 TU0723                          STATION RECOVERY (1966)
 TU0723
 TU0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1176 ***********************************************************************
 TU1176  DESIGNATION -  BARN
 TU1176  PID         -  TU1176
 TU1176  STATE/COUNTY-  HI/HONOLULU
 TU1176  USGS QUAD   -  KOKO HEAD (1983)
 TU1176
 TU1176                         *CURRENT SURVEY CONTROL
 TU1176  ___________________________________________________________________
 TU1176* NAD 83(1993)-  21 17 07.66025(N)    157 45 52.38778(W)     ADJUSTED  
 TU1176* LOCAL TIDAL -                                                        
 TU1176  ___________________________________________________________________
 TU1176  EPOCH DATE  -        1993.62
 TU1176  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 TU1176  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1176
 TU1176  HORZ ORDER  -  THIRD
 TU1176
 TU1176.The horizontal coordinates were established by classical geodetic methods
 TU1176.and adjusted by the National Geodetic Survey in December 1998..
 TU1176.The horizontal coordinates are valid at the epoch date displayed above.
 TU1176.The epoch date for horizontal control is a decimal equivalence
 TU1176.of Year/Month/Day.
 TU1176
 TU1176
 TU1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1176
 TU1176.The geoid height was determined by GEOID03.
 TU1176
 TU1176;                    North         East     Units Scale Factor Converg.
 TU1176;SPC HI 3     -    13,171.018   524,432.566   MT  0.99999737   +0 05 07.7
 TU1176;UTM  04      - 2,354,242.585   628,160.276   MT  0.99980297   +0 26 54.8
 TU1176
 TU1176                          SUPERSEDED SURVEY CONTROL
 TU1176
 TU1176  NAD 83(1986)-  21 17 07.60978(N)    157 45 52.39662(W) AD(       ) 4
 TU1176  OLD HI      -  21 17 18.99500(N)    157 46 02.29600(W) AD(       ) 3
 TU1176
 TU1176.Superseded values are not recommended for survey control.
 TU1176.NGS no longer adjusts projects to the OLD HI datum.
 TU1176.See file dsdata.txt to determine how the superseded data were derived.
 TU1176
 TU1176_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2816054243(NAD 83)
 TU1176
 TU1176  HISTORY     - Date     Condition        Report By
 TU1176  HISTORY     - 1925     MONUMENTED       CGS
 TU1176  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1176
 TU1176                          STATION DESCRIPTION
 TU1176
 TU1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1176'IN SOUTHEASTERN OAHU, HIGH UP ON SLOPE ABOVE THE WAILUPE NAVAL
 TU1176'RADIO STATION, THE WEST GABLE OF LARGE, MOST EASTERLY BUILDING
 TU1176'OF THE HONOLULU CANNING CO.
 TU1176
 TU1176                          STATION RECOVERY (1964)
 TU1176
 TU1176'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1176'STATION IS GONE.  THE BUILDING WAS REMOVED LONG AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2464 ***********************************************************************
 TU2464  DESIGNATION -  BARN
 TU2464  PID         -  TU2464
 TU2464  STATE/COUNTY-  HI/HAWAII
 TU2464  USGS QUAD   -  PAPA (1995)
 TU2464
 TU2464                         *CURRENT SURVEY CONTROL
 TU2464  ___________________________________________________________________
 TU2464* NAD 83(1993)-  19 09 44.97665(N)    155 52 02.30608(W)     ADJUSTED  
 TU2464* LOCAL TIDAL -                                                        
 TU2464  ___________________________________________________________________
 TU2464  EPOCH DATE  -        1993.62
 TU2464  LAPLACE CORR-          19.50  (seconds)                    DEFLEC99
 TU2464  GEOID HEIGHT-          18.09  (meters)                     GEOID03
 TU2464
 TU2464  HORZ ORDER  -  THIRD
 TU2464
 TU2464.The horizontal coordinates were established by classical geodetic methods
 TU2464.and adjusted by the National Geodetic Survey in December 1998..
 TU2464.The horizontal coordinates are valid at the epoch date displayed above.
 TU2464.The epoch date for horizontal control is a decimal equivalence
 TU2464.of Year/Month/Day.
 TU2464
 TU2464
 TU2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2464
 TU2464.The geoid height was determined by GEOID03.
 TU2464
 TU2464;                    North         East     Units Scale Factor Converg.
 TU2464;SPC HI 1     -    36,474.851   461,364.257   MT  0.99998511   -0 07 14.1
 TU2464;UTM  05      - 2,121,285.697   198,410.931   MT  1.00072450   -0 56 30.9
 TU2464
 TU2464                          SUPERSEDED SURVEY CONTROL
 TU2464
 TU2464  NAD 83(1986)-  19 09 44.97092(N)    155 52 02.35283(W) AD(       ) 4
 TU2464  OLD HI      -  19 09 55.80300(N)    155 52 12.39400(W) AD(       ) 3
 TU2464
 TU2464.Superseded values are not recommended for survey control.
 TU2464.NGS no longer adjusts projects to the OLD HI datum.
 TU2464.See file dsdata.txt to determine how the superseded data were derived.
 TU2464
 TU2464_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9841121286(NAD 83)
 TU2464
 TU2464  HISTORY     - Date     Condition        Report By
 TU2464  HISTORY     - 1914     MONUMENTED       CGS
 TU2464  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2464
 TU2464                          STATION DESCRIPTION
 TU2464
 TU2464'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2464'NEAR SOUTHWEST COAST OF HAWAII, ABOUT 3 MILES EAST BY NORTH FROM
 TU2464'OKOE BAY, AN IMMENSE BARN (120 BY 40 FEET) FORMERLY OWNED BY
 TU2464'W. R. CASTLE AND USED FOR TOBACCO DRYING, BUT NOW PART OF THE
 TU2464'MRS. ALLEN ESTATE, AND CONTROLLED BY ROBERT MC WAYNE OF
 TU2464'HOOPULOA.  STATION IS THE SOUTH-SOUTHEAST GABLE OF BARN.
 TU2464
 TU2464                          STATION RECOVERY (1968)
 TU2464
 TU2464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2464'STATION WAS RECOVERED.  IT IS A HUGE, WEATHERED, GABLE-ROOFED
 TU2464'BARN, WITH RUSTED METAL ROOF, LOCATED ABOUT 3-1/4 MILES SOUTHEAST
 TU2464'OF MILOLII AND 1/4-MILE WEST OF STATE HIGHWAY 11, ON PROPERTY OF
 TU2464'THE HONOMALINO AGRICULTURE CO., AND IS 0.2 MILE SOUTHWEST ALONG A
 TU2464'TRACK ROAD FROM THE COMPANYS OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1879 ***********************************************************************
 TU1879  DESIGNATION -  BARN SOUTH GABLE
 TU1879  PID         -  TU1879
 TU1879  STATE/COUNTY-  HI/KAUAI
 TU1879  USGS QUAD   -  
 TU1879
 TU1879                         *CURRENT SURVEY CONTROL
 TU1879  ___________________________________________________________________
 TU1879* NAD 83(1993)-  21 52 02.05599(N)    160 13 56.00192(W)     ADJUSTED  
 TU1879* LOCAL TIDAL -                                                        
 TU1879  ___________________________________________________________________
 TU1879  EPOCH DATE  -        1993.62
 TU1879  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 TU1879  GEOID HEIGHT-          14.29  (meters)                     GEOID03
 TU1879
 TU1879  HORZ ORDER  -  THIRD
 TU1879
 TU1879.The horizontal coordinates were established by classical geodetic methods
 TU1879.and adjusted by the National Geodetic Survey in December 1998..
 TU1879.The horizontal coordinates are valid at the epoch date displayed above.
 TU1879.The epoch date for horizontal control is a decimal equivalence
 TU1879.of Year/Month/Day.
 TU1879
 TU1879
 TU1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1879
 TU1879.The geoid height was determined by GEOID03.
 TU1879
 TU1879;                    North         East     Units Scale Factor Converg.
 TU1879;SPC HI 5     -    22,210.109   493,224.253   MT  1.00000057   -0 01 27.9
 TU1879;UTM  04      - 2,418,642.127   372,683.738   MT  0.99980029   -0 27 32.4
 TU1879
 TU1879                          SUPERSEDED SURVEY CONTROL
 TU1879
 TU1879  NAD 83(1986)-  21 52 01.99839(N)    160 13 56.03132(W) AD(       ) 4
 TU1879  OLD HI      -  21 52 13.30000(N)    160 14 06.05000(W) AD(       ) 3
 TU1879
 TU1879.Superseded values are not recommended for survey control.
 TU1879.NGS no longer adjusts projects to the OLD HI datum.
 TU1879.See file dsdata.txt to determine how the superseded data were derived.
 TU1879
 TU1879_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK7268418642(NAD 83)
 TU1879
 TU1879  HISTORY     - Date     Condition        Report By
 TU1879  HISTORY     - 1926     MONUMENTED       CGS
 TU1879
 TU1879                          STATION DESCRIPTION
 TU1879
 TU1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1879'SOUTH GABLE OF LONG DARK SHED RUNNING PARALLEL TO THE BEACH AT
 TU1879'NONOPAPA LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2294 ***********************************************************************
 TU2294  DESIGNATION -  BARNARD 1913
 TU2294  PID         -  TU2294
 TU2294  STATE/COUNTY-  HI/HAWAII
 TU2294  USGS QUAD   -  KEANAKOLU (1982)
 TU2294
 TU2294                         *CURRENT SURVEY CONTROL
 TU2294  ___________________________________________________________________
 TU2294* NAD 83(1993)-  19 59 22.69175(N)    155 14 52.99074(W)     ADJUSTED  
 TU2294* LOCAL TIDAL -       162.     (meters)     531.     (feet)  SCALED    
 TU2294  ___________________________________________________________________
 TU2294  EPOCH DATE  -        1993.62
 TU2294  LAPLACE CORR-         -18.49  (seconds)                    DEFLEC99
 TU2294  GEOID HEIGHT-          18.67  (meters)                     GEOID03
 TU2294
 TU2294  HORZ ORDER  -  THIRD
 TU2294
 TU2294.The horizontal coordinates were established by classical geodetic methods
 TU2294.and adjusted by the National Geodetic Survey in December 1998..
 TU2294.The horizontal coordinates are valid at the epoch date displayed above.
 TU2294.The epoch date for horizontal control is a decimal equivalence
 TU2294.of Year/Month/Day.
 TU2294
 TU2294.The orthometric height was scaled from a topographic map.
 TU2294
 TU2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2294
 TU2294.The geoid height was determined by GEOID03.
 TU2294
 TU2294;                    North         East     Units Scale Factor Converg.
 TU2294;SPC HI 1     -   128,014.926   526,366.433   MT  0.99997526   +0 05 10.1
 TU2294;UTM  05      - 2,211,912.542   264,779.957   MT  1.00028390   -0 46 07.9
 TU2294
 TU2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2294!SPC HI 1     -   0.99997160  x   0.99997526  =   0.99994686
 TU2294!UTM  05      -   0.99997160  x   1.00028390  =   1.00025549
 TU2294
 TU2294:                Primary Azimuth Mark                     Grid Az
 TU2294:SPC HI 1     -  YELLOW                                   068 02 04.3
 TU2294:UTM  05      -  YELLOW                                   068 53 22.3
 TU2294
 TU2294|---------------------------------------------------------------------|
 TU2294| PID    Reference Object                     Distance      Geod. Az  |
 TU2294|                                                           dddmmss.s |
 TU2294| TU2183 YELLOW                              APPROX. 0.9 KM 0680714.4 |
 TU2294| TU2184 BELFRY                              APPROX. 0.7 KM 0695706.6 |
 TU2294| TU2180 PAPAALOA RESET                      APPROX. 3.2 KM 1391616.3 |
 TU2294|---------------------------------------------------------------------|
 TU2294
 TU2294                          SUPERSEDED SURVEY CONTROL
 TU2294
 TU2294  NAD 83(1986)-  19 59 22.66876(N)    155 14 52.99099(W) AD(       ) 3
 TU2294  OLD HI      -  19 59 33.68100(N)    155 15 02.97400(W) AD(       ) 3
 TU2294
 TU2294.Superseded values are not recommended for survey control.
 TU2294.NGS no longer adjusts projects to the OLD HI datum.
 TU2294.See file dsdata.txt to determine how the superseded data were derived.
 TU2294
 TU2294_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6478011913(NAD 83)
 TU2294
 TU2294  HISTORY     - Date     Condition        Report By
 TU2294  HISTORY     - 1913     MONUMENTED       CGS
 TU2294  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2294
 TU2294                          STATION DESCRIPTION
 TU2294
 TU2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2294'ON NORTHEAST COAST OF HAWAII, ON NORTH SIDE OF GULCH AT
 TU2294'LAUPAHOEHOE, ON HIGHEST POINT OVERLOOKING THE TOWN.  STATION IS
 TU2294'ON EXTREME EDGE, ABOVE RAILROAD, AND IS SEEN ON RANGE WITH THE
 TU2294'FLAGSTAFF OF THE STORE AND POST OFFICE WHEN ONE STANDS JUST INSIDE
 TU2294'THE TURNSTILE AT THE GATE OF BARNARDS HOTEL.  THE BEARING OF THIS
 TU2294'LINE IS S. 76 DEG W.  FROM BELOW THE STATION APPEARS TO BE ON A
 TU2294'SLIGHT MOUND IN THE BLUFF LINE.  ALSO FROM THE STATION THE
 TU2294'FLAGSTAFF OF THE JAPANESE TEMPLE AND A POINT ON THE RIDGEPOLE
 TU2294'OF THE STORE AND POST OFFICE ABOUT 2 FEET NORTH OF FLAGPOLE ARE
 TU2294'ON RANGE.  REACHED BY TAKING THE MAIN ROAD UP TOWARD OOKALA,
 TU2294'AND WHEN AT TOP OF CLIFFS AND TURNING INTO FIRST GULCH, A CAMP
 TU2294'(WAIPUNALEI) WITH FLAGPOLE WILL BE SEEN ON LEFT SIDE OF
 TU2294'ROAD.  HERE TAKE A TRAIL THAT GOES THROUGH THE CANE EAST OR BACK
 TU2294'TOWARD LAUPAHOEHOE.  TRAIL CROSSES RAILROAD AND LATER
 TU2294'REACHES RAILROAD CUT.  TURN TO RIGHT OR SOUTH ALONG EDGE OF
 TU2294'BLUFF UNTIL ON THE RANGE MENTIONED.  MARKED BY A 3/4-INCH
 TU2294'GALVANIZED IRON PIPE, SLIGHTLY INCLINING TO THE NORTH, AND
 TU2294'PROTRUDING 7 INCHES FROM A MASS OF CONCRETE 1.5 FEET IN
 TU2294'DIAMETER AND EXTENDING 2.5 FEET INTO GROUND.
 TU2294
 TU2294                          STATION RECOVERY (1967)
 TU2294
 TU2294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2294'THE 3/4-INCH IRON PIPE MARKING THE STATION WAS RECOVERED.  THREE
 TU2294'SEGMENTS OF THE 1.5-FOOT-DIAMETER MASS OF CONCRETE WERE FOUND
 TU2294'NEARBY.  WHEN PUT TOGETHER THEY COMPRISED 3/4 OF THE ORIGINAL
 TU2294'MASS, AND HAD INSCRIBED IN THEM U.S. SURVEY.  IT IS BELIEVED THAT
 TU2294'THE MISSING PIECE HAD THE LETTER G ON IT.  THE STATION IS NOW
 TU2294'COMPLETELY BLOCKED BY IRONWOOD TREES.
 TU2294'
 TU2294'STATION IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF THE LAUPAHOEHOE
 TU2294'POST OFFICE, ON THE RIM ABOVE THE NORTHWEST SIDE OF LAUPAHOEHOE
 TU2294'GULCH AND ABOVE THE LAST CURVE OF THE HIGHWAY AS IT REACHES THE
 TU2294'TOP OF THE CANYON.  IT IS ABOUT 1/4-MILE SOUTH OF A PLANTATION
 TU2294'VILLAGE AND IN THE BRUSHY STRIP BETWEEN THE SOUTHEAST SIDE OF A
 TU2294'CANEFIELD AND THE DENSE IRONWOODS ALONG EDGE OF CANYON RIM AND
 TU2294'IS 450 FEET NORTHEAST OF THE SOUTHWEST END OF THE IRONWOOD
 TU2294'GROVE.
 TU2294'
 TU2294'TO REACH STATION FROM THE POST OFFICE IN LAUPAHOEHOE, GO WEST
 TU2294'0.05 MILE TO JUNCTION WITH STATE HIGHWAY 19.  TURN LEFT AND CONTINUE
 TU2294'WESTERLY, ON THE HIGHWAY, 1.8 MILES TO SIDE ROAD LEFT, OPPOSITE
 TU2294'PLANTATION VILLAGE.  TURN LEFT AND GO 0.05 MILE TO FORK BY GREEN
 TU2294'TANK.  TURN LEFT AND FOLLOW FIELD ROAD UPGRADE 0.35 MILE TO END
 TU2294'OF TRUCK TRAVEL AT A FLAT AREA.  WALK EASTERLY ACROSS CANEFIELD
 TU2294'ABOUT 100 YARDS TO STATION.
 TU2294'
 TU2294'STATION WAS RECOVERED BY INVERSE COMPUTATION FROM A 1964
 TU2294'U.S. GEOLOGICAL SURVEY MARK, 8-125A, IN THE VICINITY, HOWEVER IT
 TU2294'WAS FOUND THAT THE MEASURED AZIMUTH DIFFERED FROM THE COMPUTED BY
 TU2294'20 MIN 43 SEC.  A CHECK ON THE USGS STATION WAS MADE FROM
 TU2294'STATION PAPAALOA (HGS) AND ANOTHER USGS STATION AND THEIR
 TU2294'DATA APPEARS TO BE CORRECT.
 TU2294'
 TU2294'IT IS BELIEVED THAT THE POSITION OF STATION BARNARD IS DOUBTFUL
 TU2294'AND SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2282 ***********************************************************************
 TU2282  DESIGNATION -  BASE B
 TU2282  PID         -  TU2282
 TU2282  STATE/COUNTY-  HI/HAWAII
 TU2282  USGS QUAD   -  KULANI (1982)
 TU2282
 TU2282                         *CURRENT SURVEY CONTROL
 TU2282  ___________________________________________________________________
 TU2282* NAD 83(1993)-  19 32 54.48451(N)    155 18 12.85224(W)     ADJUSTED  
 TU2282* LOCAL TIDAL -      1591.6    (meters)    5222.     (feet)  VERT ANG  
 TU2282  ___________________________________________________________________
 TU2282  EPOCH DATE  -        1993.62
 TU2282  LAPLACE CORR-         -16.46  (seconds)                    DEFLEC99
 TU2282  GEOID HEIGHT-          24.40  (meters)                     GEOID03
 TU2282
 TU2282  HORZ ORDER  -  SECOND
 TU2282
 TU2282.The horizontal coordinates were established by classical geodetic methods
 TU2282.and adjusted by the National Geodetic Survey in December 1998..
 TU2282.The horizontal coordinates are valid at the epoch date displayed above.
 TU2282.The epoch date for horizontal control is a decimal equivalence
 TU2282.of Year/Month/Day.
 TU2282
 TU2282.The orthometric height was determined by vertical angle observations.
 TU2282
 TU2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2282
 TU2282.The geoid height was determined by GEOID03.
 TU2282
 TU2282;                    North         East     Units Scale Factor Converg.
 TU2282;SPC HI 1     -    79,170.559   520,613.140   MT  0.99997192   +0 03 56.6
 TU2282;UTM  05      - 2,163,142.379   258,304.027   MT  1.00032213   -0 46 16.2
 TU2282
 TU2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2282!SPC HI 1     -   0.99974604  x   0.99997192  =   0.99971796
 TU2282!UTM  05      -   0.99974604  x   1.00032213  =   1.00006808
 TU2282
 TU2282:                Primary Azimuth Mark                     Grid Az
 TU2282:SPC HI 1     -  KULANI                                   171 02 53.6
 TU2282:UTM  05      -  KULANI                                   171 53 06.4
 TU2282
 TU2282|---------------------------------------------------------------------|
 TU2282| PID    Reference Object                     Distance      Geod. Az  |
 TU2282|                                                           dddmmss.s |
 TU2282| TU2279 KULANI                              APPROX. 3.1 KM 1710650.2 |
 TU2282| TU2280 CAMP INC CABLE TV MAST              APPROX. 3.2 KM 1713147.0 |
 TU2282|---------------------------------------------------------------------|
 TU2282
 TU2282                          SUPERSEDED SURVEY CONTROL
 TU2282
 TU2282  NAD 83(1986)-  19 32 54.46294(N)    155 18 12.88647(W) AD(       ) 2
 TU2282  OLD HI      -  19 33 05.37557(N)    155 18 22.87920(W) AD(       ) 2
 TU2282
 TU2282.Superseded values are not recommended for survey control.
 TU2282.NGS no longer adjusts projects to the OLD HI datum.
 TU2282.See file dsdata.txt to determine how the superseded data were derived.
 TU2282
 TU2282_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5830463142(NAD 83)
 TU2282
 TU2282  HISTORY     - Date     Condition        Report By
 TU2282  HISTORY     - 1977     MONUMENTED       HIGS
 TU2282
 TU2282                          STATION DESCRIPTION
 TU2282
 TU2282'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2282'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF HILO, 12 MILES
 TU2282'WEST OF MOUNTAIN VIEW AND AT THE KULANI HONOR CAMP.
 TU2282'
 TU2282'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 TU2282'11 WHICH IS ABOUT 1-1/2 MILES EAST OF HILO.  GO SOUTH ON HIGHWAY
 TU2282'11 FOR 4.0 MILES TO A CROSSROAD AND SIGN, KULANI 19.  TURN RIGHT
 TU2282'AND GO WESTERLY ON STAINBACK ROAD FOR 0.3 MILE TO A REVERSE FORK
 TU2282'ON THE RIGHT, CONTINUE WESTERLY ON THE PAVED RAOD FOR 13.55 MILES
 TU2282'TO AN IRON GATE, LOCKED AT TIMES, CONTINUE WESTERLY ON THE PAVED
 TU2282'ROAD FOR 3.2 MILES TO AN IRON GATE AND THE ENTRANCE TO THE
 TU2282'KULANI HONOR CAMP.  CONTINUE SOUTHWEST FOR 0.2 MILE TO THE
 TU2282'OFFICE BUILDING ON THE RIGHT, CONTINUE AHEAD FOR 0.05
 TU2282'MILE TO SOME GAS PUMPS ON THE LEFT, BEAR RIGHT AND GO WESTERLY
 TU2282'ON THE GRAVEL ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT.
 TU2282'TURN RIGHT ON A GRAVEL ROAD AND GO 0.05 MILE, PASSING TO THE LEFT
 TU2282'OF SOME BUILDINGS, THEN LEFT ACROSS ROCKY TERRAIN FOR 0.05 MILE
 TU2282'TO A SLIGHT RISE AND THE STATION.
 TU2282'
 TU2282'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE THAT IS
 TU2282'CEMENTED IN THE CENTER OF A TAPERING CONCRETE PILLAR THAT PROJECTS
 TU2282'ABOUT 2 FEET ABOVE ITS 5 FOOT SQUARE CONCRETE FOUNDATION, WITH
 TU2282'THE LETTERS BASE B, INSCRIBED IN THE FOUNDATION.  IT IS 237 FEET
 TU2282'SOUTHWEST OF A METAL LIGHT POLE AND 68 FEET NORTHEAST OF A POWER
 TU2282'POLE NUMBER 5.
 TU2282'
 TU2282'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2282'
 TU2282'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2282'12 MILES WEST OF MOUNTAIN VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1847 ***********************************************************************
 TU1847  DESIGNATION -  BAT
 TU1847  PID         -  TU1847
 TU1847  STATE/COUNTY-  HI/KAUAI
 TU1847  USGS QUAD   -  KEKAHA (1983)
 TU1847
 TU1847                         *CURRENT SURVEY CONTROL
 TU1847  ___________________________________________________________________
 TU1847* NAD 83(1993)-  21 57 28.95863(N)    159 41 02.72170(W)     ADJUSTED  
 TU1847* LOCAL TIDAL -                                                        
 TU1847  ___________________________________________________________________
 TU1847  EPOCH DATE  -        1993.62
 TU1847  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 TU1847  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU1847
 TU1847  HORZ ORDER  -  THIRD
 TU1847
 TU1847.The horizontal coordinates were established by classical geodetic methods
 TU1847.and adjusted by the National Geodetic Survey in December 1998..
 TU1847.The horizontal coordinates are valid at the epoch date displayed above.
 TU1847.The epoch date for horizontal control is a decimal equivalence
 TU1847.of Year/Month/Day.
 TU1847
 TU1847
 TU1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1847
 TU1847.The geoid height was determined by GEOID03.
 TU1847
 TU1847;                    North         East     Units Scale Factor Converg.
 TU1847;SPC HI 4     -    13,820.362   480,985.117   MT  0.99999447   -0 04 07.8
 TU1847;UTM  04      - 2,428,340.716   429,365.749   MT  0.99966164   -0 15 20.9
 TU1847
 TU1847                          SUPERSEDED SURVEY CONTROL
 TU1847
 TU1847  NAD 83(1986)-  21 57 28.92363(N)    159 41 02.74078(W) AD(       ) 4
 TU1847  OLD HI      -  21 57 40.20000(N)    159 41 12.79000(W) AD(       ) 3
 TU1847
 TU1847.Superseded values are not recommended for survey control.
 TU1847.NGS no longer adjusts projects to the OLD HI datum.
 TU1847.See file dsdata.txt to determine how the superseded data were derived.
 TU1847
 TU1847_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2936628341(NAD 83)
 TU1847
 TU1847  HISTORY     - Date     Condition        Report By
 TU1847  HISTORY     - 1910     MONUMENTED       CGS
 TU1847  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1847  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1847
 TU1847                          STATION DESCRIPTION
 TU1847
 TU1847'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1847'ON SAND BEACH ABOUT 1/2 MILE WEST OF WAIMEA, 15 METERS FROM
 TU1847'HIGH-WATER MARK, AND 10 METERS FROM VERY SMALL BATH-HOUSE.  MARKED
 TU1847'BY WOODEN STAKE.
 TU1847
 TU1847                          STATION RECOVERY (1966)
 TU1847
 TU1847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1847'STATION COULD NOT BE FOUND AND IS BELIEVED LOST.  IT WAS MARKED BY A
 TU1847'WOODEN STAKE.
 TU1847
 TU1847                          STATION RECOVERY (2005)
 TU1847
 TU1847'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3013 ***********************************************************************
 TU3013  DESIGNATION -  BAT
 TU3013  PID         -  TU3013
 TU3013  STATE/COUNTY-  HI/MAUI
 TU3013  USGS QUAD   -  WAILUKU (1997)
 TU3013
 TU3013                         *CURRENT SURVEY CONTROL
 TU3013  ___________________________________________________________________
 TU3013* NAD 83(1993)-  20 53 47.01819(N)    156 27 50.65646(W)     ADJUSTED  
 TU3013* LOCAL TIDAL -                                                        
 TU3013  ___________________________________________________________________
 TU3013  EPOCH DATE  -        1993.62
 TU3013  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 TU3013  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU3013
 TU3013  HORZ ORDER  -  THIRD
 TU3013
 TU3013.The horizontal coordinates were established by classical geodetic methods
 TU3013.and adjusted by the National Geodetic Survey in December 1998..
 TU3013.The horizontal coordinates are valid at the epoch date displayed above.
 TU3013.The epoch date for horizontal control is a decimal equivalence
 TU3013.of Year/Month/Day.
 TU3013
 TU3013
 TU3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3013
 TU3013.The geoid height was determined by GEOID03.
 TU3013
 TU3013;                    North         East     Units Scale Factor Converg.
 TU3013;SPC HI 2     -    62,348.818   521,077.760   MT  0.99997215   +0 04 20.1
 TU3013;UTM  04      - 2,312,764.574   763,802.167   MT  1.00046011   +0 54 18.1
 TU3013
 TU3013                          SUPERSEDED SURVEY CONTROL
 TU3013
 TU3013  NAD 83(1986)-  20 53 46.97816(N)    156 27 50.64306(W) AD(       ) 4
 TU3013  OLD HI      -  20 53 58.48300(N)    156 28 00.82200(W) AD(       ) 3
 TU3013
 TU3013.Superseded values are not recommended for survey control.
 TU3013.NGS no longer adjusts projects to the OLD HI datum.
 TU3013.See file dsdata.txt to determine how the superseded data were derived.
 TU3013
 TU3013_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6380212765(NAD 83)
 TU3013
 TU3013  HISTORY     - Date     Condition        Report By
 TU3013  HISTORY     - UNK      MONUMENTED
 TU3013  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3013
 TU3013                          STATION DESCRIPTION
 TU3013
 TU3013'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3013'THIS STATION NO LONGER EXISTS.  THE DISTANCE AND THE DIRECTION WAS
 TU3013'MEASURED OFF ON THE TOPOGRAPHY SHEET AND THE STATION SEARCHED FOR.
 TU3013'
 TU3013'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0563 ***********************************************************************
 TU0563  DESIGNATION -  BATH
 TU0563  PID         -  TU0563
 TU0563  STATE/COUNTY-  HI/HONOLULU
 TU0563  USGS QUAD   -  KAENA (1983)
 TU0563
 TU0563                         *CURRENT SURVEY CONTROL
 TU0563  ___________________________________________________________________
 TU0563* NAD 83(1993)-  21 34 40.43262(N)    158 15 46.60110(W)     ADJUSTED  
 TU0563* LOCAL TIDAL -         2.150  (meters)       7.05   (feet)  ADJ UNCH  
 TU0563  ___________________________________________________________________
 TU0563  EPOCH DATE  -        1993.62
 TU0563  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 TU0563  GEOID HEIGHT-          14.51  (meters)                     GEOID03
 TU0563
 TU0563  HORZ ORDER  -  SECOND
 TU0563  VERT ORDER  -  FIRST     CLASS II
 TU0563
 TU0563.The horizontal coordinates were established by classical geodetic methods
 TU0563.and adjusted by the National Geodetic Survey in December 1998..
 TU0563.The horizontal coordinates are valid at the epoch date displayed above.
 TU0563.The epoch date for horizontal control is a decimal equivalence
 TU0563.of Year/Month/Day.
 TU0563
 TU0563.The orthometric height was key entered from printed documents
 TU0563.and not key verified.
 TU0563
 TU0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0563
 TU0563.The geoid height was determined by GEOID03.
 TU0563
 TU0563;                    North         East     Units Scale Factor Converg.
 TU0563;SPC HI 3     -    45,554.836   472,768.345   MT  0.99999916   -0 05 48.1
 TU0563;UTM  04      - 2,386,287.876   576,304.096   MT  0.99967194   +0 16 15.9
 TU0563
 TU0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0563!SPC HI 3     -   0.99999738  x   0.99999916  =   0.99999654
 TU0563!UTM  04      -   0.99999738  x   0.99967194  =   0.99966932
 TU0563
 TU0563|---------------------------------------------------------------------|
 TU0563| PID    Reference Object                     Distance      Geod. Az  |
 TU0563|                                                           dddmmss.s |
 TU0563| CJ9386 BATH RM 2                            18.560 METERS 11808     |
 TU0563| TU0562 BATH RM 3                            22.012 METERS 13550     |
 TU0563| CJ9385 BATH RM 1                            19.068 METERS 22558     |
 TU0563| TU1596 PUEO                                APPROX. 0.8 KM 2292520.2 |
 TU0563|---------------------------------------------------------------------|
 TU0563
 TU0563                          SUPERSEDED SURVEY CONTROL
 TU0563
 TU0563  NAD 83(1986)-  21 34 40.38222(N)    158 15 46.61385(W) AD(       ) 2
 TU0563  OLD HI      -  21 34 51.79442(N)    158 15 56.52132(W) AD(       ) 2
 TU0563
 TU0563.Superseded values are not recommended for survey control.
 TU0563.NGS no longer adjusts projects to the OLD HI datum.
 TU0563.See file dsdata.txt to determine how the superseded data were derived.
 TU0563
 TU0563_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7630486288(NAD 83)
 TU0563_MARKER: DS = TRIANGULATION STATION DISK
 TU0563_SETTING: 66 = SET IN ROCK OUTCROP
 TU0563_SP_SET: ROCKLEDGE
 TU0563_STAMPING: BATH 1932
 TU0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0563+STABILITY: POSITION/ELEVATION WELL
 TU0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0563+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 TU0563
 TU0563  HISTORY     - Date     Condition        Report By
 TU0563  HISTORY     - 1932     MONUMENTED       CGS
 TU0563  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU0563  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0563  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0563  HISTORY     - 1969     GOOD             NGS
 TU0563  HISTORY     - 20050607 GOOD             TERRSV
 TU0563
 TU0563                          STATION DESCRIPTION
 TU0563
 TU0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU0563'STATION IS 1.1 MILES E OF KAENA POINT, ABOUT 100 METERS E OF
 TU0563'LARGE ROCK 10 METERS OFFSHORE, AND ON THE W SIDE OF A DEEP HOLE
 TU0563'IN THE CORAL REEF.
 TU0563'
 TU0563'STATION AND REFERENCE MARK NO. -- ARE STANDARD DISKS SET IN
 TU0563'CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 TU0563'
 TU0563'STATION ALEI IS VISIBLE.
 TU0563'
 TU0563'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU0563
 TU0563                          STATION RECOVERY (1945)
 TU0563
 TU0563'RECOVERY NOTE BY US ARMY 1945
 TU0563'A COAST AND GEODETIC SURVEY MARKER, SET IN CORAL 438 FEET N OF
 TU0563'STATION 19, WHICH IS LOCATED 400 FEET W OF ENTRANCE TO AAA CAMP
 TU0563'ON RAILROAD.  MARK IS IN GOOD CONDITION.
 TU0563'
 TU0563'R.M. 1 IS IN GOOD CONDITION AND AS DESCRIBED.
 TU0563'
 TU0563'R.M. 2 HAS BEEN DESTROYED.
 TU0563
 TU0563                          STATION RECOVERY (1963)
 TU0563
 TU0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0563'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN GOOD
 TU0563'CONDITION.  REFERENCE MARK NUMBER TWO HAS BEEN DESTROYED.  A NEW
 TU0563'REFERENCE MARK, NUMBER THREE, WAS ESTABLISHED.  A COMPLETE
 TU0563'DESCRIPTION FOLLOWS--
 TU0563'
 TU0563'STATION IS LOCATED ABOUT 1 MILE AIRLINE EAST OF KAENA POINT AND
 TU0563'2-1/2 MILES WEST OF CAMP ERDMAN, ON A SECTION OF CORAL BEDROCK
 TU0563'SHORELINE ALONG THE NORTH COAST OF OAHU.
 TU0563'
 TU0563'TO REACH STATION FROM THE POST OFFICE IN WAIALUA, GO SOUTH ON
 TU0563'GOODALE AVENUE FOR 0.5 MILE.  TAKE RIGHT FORK AND GO WEST ON
 TU0563'STATE HIGHWAY 99 FOR 7.0 MILES TO CAMP ERDMAN ON THE
 TU0563'RIGHT.  CONTINUE AHEAD ON THE COAST ROAD FOR 2.7 MILES TO STATION
 TU0563'ON SHORELINE ABOUT 200 YARDS NORTH.
 TU0563'
 TU0563'STATION MARK IS A STANDARD DISK STAMPED BATH 1932, CEMENTED IN
 TU0563'A DRILL HOLE IN A 6-FOOT-WIDE CORAL LEDGE RUNNING BETWEEN WATER
 TU0563'LINE AND THE NORTH EDGE OF A 16-FOOT-SQUARE NATURAL POOL ABOUT
 TU0563'3 FEET DEEP IN THE BEDROCK LEDGE.  THERE IS ORANGE PAINT ON THE
 TU0563'ROCK AROUND THE MARK.
 TU0563'
 TU0563'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BATH NO 1,
 TU0563'CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE AT THE SOUTH EDGE OF
 TU0563'A SMALL POOL IN THE BEDROCK AND AT ABOUT SAME ELEVATION AS
 TU0563'STATION.
 TU0563'
 TU0563'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED BATH NO 3
 TU0563'1932 1963, CEMENTED IN A DRILL HOLE IN CORAL ROCK OUTCROPPING
 TU0563'ABOUT 9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 35 X 50-FOOT
 TU0563'INDENTATION IN THE SHORE LINE.  IT IS ABOUT 1 FOOT HIGHER THAN
 TU0563'STATION MARK.
 TU0563
 TU0563                          STATION RECOVERY (1969)
 TU0563
 TU0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0563'STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AS DESCRIBED
 TU0563'IN 1963, AND FOUND IN GOOD CONDITION.
 TU0563'
 TU0563'A GEODIMETER TRAVERSE WAS MADE BETWEEN BATH 1932 AND
 TU0563'PAD.  GEODIMETER DISTANCE 733.602 METERS OR (2,406.80 FT.).
 TU0563'
 TU0563'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0563'8-1/2 MILES WEST OF WAIALUA.
 TU0563
 TU0563                          STATION RECOVERY (1969)
 TU0563
 TU0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0563'10.65 MI W FROM WAIALUA.
 TU0563'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0563'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 2.05 MILES WEST
 TU0563'ALONG A DIRT AND ROCK ROAD, THENCE 0.1 MILE NORTH ALONG A TRACK ROAD
 TU0563'TO THE SHORE LINE, IN THE TOP OF A 6-FOOT-WIDE CORAL ROCK LEDGE WHICH
 TU0563'IS BETWEEN THE WATER LINE AND THE NORTH EDGE OF A 16-FOOT-SQUARE
 TU0563'NATURAL POOL, ABOUT MIDWAY BETWEEN POWER POLES 200 AND 201, 72.2 FEET
 TU0563'NORTHWEST AND ACROSS A 35-FOOT NATURAL POOL FROM R.M. 3, 62.6 FEET
 TU0563'NORTHEAST OF R.M. 2.
 TU0563
 TU0563                          STATION RECOVERY (2005)
 TU0563
 TU0563'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 TU0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0564 ***********************************************************************
 TU0564  DESIGNATION -  BATH RM 1
 TU0564  PID         -  TU0564
 TU0564  STATE/COUNTY-  HI/HONOLULU
 TU0564  USGS QUAD   -  KAENA (1983)
 TU0564
 TU0564                         *CURRENT SURVEY CONTROL
 TU0564  ___________________________________________________________________
 TU0564* NAD 83(1986)-  21 34 40.     (N)    158 15 46.     (W)     SCALED    
 TU0564* LOCAL TIDAL -         2.027  (meters)       6.65   (feet)  ADJ UNCH  
 TU0564  ___________________________________________________________________
 TU0564  GEOID HEIGHT-          14.51  (meters)                     GEOID03
 TU0564
 TU0564  VERT ORDER  -  FIRST     CLASS II
 TU0564
 TU0564.The horizontal coordinates were scaled from a topographic map and have
 TU0564.an estimated accuracy of +/- 6 seconds.
 TU0564
 TU0564.The orthometric height was key entered from printed documents
 TU0564.and not key verified.
 TU0564
 TU0564.The geoid height was determined by GEOID03.
 TU0564
 TU0564;                    North         East    Units  Estimated Accuracy
 TU0564;SPC HI 3     -    45,540.      472,790.      MT  (+/- 180 meters Scaled)
 TU0564
 TU0564                          SUPERSEDED SURVEY CONTROL
 TU0564
 TU0564.No superseded survey control is available for this station.
 TU0564
 TU0564_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ763862(NAD 83)
 TU0564_MARKER: DR = REFERENCE MARK DISK
 TU0564_SETTING: 66 = SET IN ROCK OUTCROP
 TU0564_SP_SET: BEDROCK
 TU0564_STAMPING: BATH NO 1
 TU0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0564+STABILITY: POSITION/ELEVATION WELL
 TU0564
 TU0564  HISTORY     - Date     Condition        Report By
 TU0564  HISTORY     - UNK      MONUMENTED       CGS
 TU0564  HISTORY     - 1969     GOOD             NGS
 TU0564
 TU0564                          STATION DESCRIPTION
 TU0564
 TU0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0564'10.65 MI W FROM WAIALUA.
 TU0564'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0564'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 2.05 MILES WEST
 TU0564'ALONG A DIRT AND ROCK ROAD, THENCE 0.1 MILE NORTH ALONG A TRACK ROAD
 TU0564'TO THE SHORE LINE, AT THE SOUTH EDGE OF A SMALL POOL, IN THE TOP OF
 TU0564'BEDROCK, 62.6 FEET SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0562 ***********************************************************************
 TU0562  DESIGNATION -  BATH RM 3
 TU0562  PID         -  TU0562
 TU0562  STATE/COUNTY-  HI/HONOLULU
 TU0562  USGS QUAD   -  KAENA (1983)
 TU0562
 TU0562                         *CURRENT SURVEY CONTROL
 TU0562  ___________________________________________________________________
 TU0562* NAD 83(1993)-  21 34 39.91926(N)    158 15 46.06795(W)     ADJUSTED  
 TU0562* LOCAL TIDAL -         2.674  (meters)       8.77   (feet)  ADJ UNCH  
 TU0562  ___________________________________________________________________
 TU0562  EPOCH DATE  -        1993.62
 TU0562  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 TU0562  GEOID HEIGHT-          14.51  (meters)                     GEOID03
 TU0562
 TU0562  HORZ ORDER  -  SECOND
 TU0562  VERT ORDER  -  FIRST     CLASS II
 TU0562
 TU0562.The horizontal coordinates were established by classical geodetic methods
 TU0562.and adjusted by the National Geodetic Survey in December 1998..
 TU0562.The horizontal coordinates are valid at the epoch date displayed above.
 TU0562.The epoch date for horizontal control is a decimal equivalence
 TU0562.of Year/Month/Day.
 TU0562
 TU0562.The orthometric height was key entered from printed documents
 TU0562.and not key verified.
 TU0562
 TU0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0562
 TU0562.The geoid height was determined by GEOID03.
 TU0562
 TU0562;                    North         East     Units Scale Factor Converg.
 TU0562;SPC HI 3     -    45,539.021   472,783.656   MT  0.99999915   -0 05 47.9
 TU0562;UTM  04      - 2,386,272.165   576,319.503   MT  0.99967197   +0 16 16.1
 TU0562
 TU0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0562!SPC HI 3     -   0.99999730  x   0.99999915  =   0.99999645
 TU0562!UTM  04      -   0.99999730  x   0.99967197  =   0.99966927
 TU0562
 TU0562                          SUPERSEDED SURVEY CONTROL
 TU0562
 TU0562  NAD 83(1986)-  21 34 39.86887(N)    158 15 46.08070(W) AD(       ) 2
 TU0562  OLD HI      -  21 34 51.28078(N)    158 15 55.98826(W) AD(       ) 2
 TU0562
 TU0562.Superseded values are not recommended for survey control.
 TU0562.NGS no longer adjusts projects to the OLD HI datum.
 TU0562.See file dsdata.txt to determine how the superseded data were derived.
 TU0562
 TU0562_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7632086272(NAD 83)
 TU0562_MARKER: DR = REFERENCE MARK DISK
 TU0562_SETTING: 66 = SET IN ROCK OUTCROP
 TU0562_SP_SET: ROCK OUTCROP
 TU0562_STAMPING: BATH NO 3 1932 1963
 TU0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0562+STABILITY: POSITION/ELEVATION WELL
 TU0562
 TU0562  HISTORY     - Date     Condition        Report By
 TU0562  HISTORY     - 1969     MONUMENTED       CGS
 TU0562  HISTORY     - 1969     GOOD             NGS
 TU0562
 TU0562                          STATION DESCRIPTION
 TU0562
 TU0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0562'STATION IS LOCATED 1 MILE EAST OF KAENA POINT AND 2-1/2 MILES
 TU0562'WEST OF CAMP ERDMAN.  ON A SECTION OF CORAL BEDROCK SHORELINE,
 TU0562'ON THE NORTH COAST OF OAHU.
 TU0562'
 TU0562'TO REACH THE STATION FROM THE POST OFFICE IN WAIALUA.  GO SOUTH
 TU0562'ON GOODALE AVENUE FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK,
 TU0562'AND GO WEST ON STATE HIGHWAY 99 FOR 7.0 MILES TO CAMP ERDMAN ON
 TU0562'THE RIGHT, CONTINUE WEST ON THE COAST ROAD FOR 2.7 MILES TO A
 TU0562'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON TRACK
 TU0562'ROAD FOR ABOUT 200 YARDS TO SHORE LINE AND THE STATION.
 TU0562'
 TU0562'STATION IS A STANDARD REFERENCE MARK DISK STAMPED BATH NO 3 1932
 TU0562'1963.  IT IS CEMENTED IN A DRILL HOLE IN THE CORAL SHORE LINE.  IT
 TU0562'IS 9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 35 X 50-FOOT
 TU0562'INDENTION IN THE SHORE LINE, WHICH IS 6-FEET DEEP.
 TU0562'
 TU0562'A GEODIMETER TRAVERSE WAS MADE BETWEEN BATH RM 3 AND PAD.
 TU0562'
 TU0562'GEODIMETER DISTANCE 728.973 METERS OR (2,391.62 FT.).
 TU0562
 TU0562                          STATION RECOVERY (1969)
 TU0562
 TU0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0562'10.65 MI W FROM WAIALUA.
 TU0562'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0562'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 2.05 MILES WEST
 TU0562'ALONG A DIRT AND ROCK ROAD, THENCE 0.1 MILE NORTH ALONG A TRACK ROAD
 TU0562'TO THE SHORE LINE, ALONG THE SOUTHEAST SIDE OF A 35-FOOT NATURAL POOL,
 TU0562'IN THE TOP OF A CORAL ROCK OUTCROP, 72.2 FEET SOUTHEAST AND ACROSS THE
 TU0562'POOL FROM THE STATION, 9 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 TU0562'POOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1818 ***********************************************************************
 TU1818  DESIGNATION -  BAY 1910
 TU1818  PID         -  TU1818
 TU1818  STATE/COUNTY-  HI/KAUAI
 TU1818  USGS QUAD   -  HANAPEPE (1996)
 TU1818
 TU1818                         *CURRENT SURVEY CONTROL
 TU1818  ___________________________________________________________________
 TU1818* NAD 83(1993)-  21 53 37.16165(N)    159 36 00.35739(W)     ADJUSTED  
 TU1818* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1818  ___________________________________________________________________
 TU1818  EPOCH DATE  -        1993.62
 TU1818  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 TU1818  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU1818
 TU1818  HORZ ORDER  -  THIRD
 TU1818
 TU1818.The horizontal coordinates were established by classical geodetic methods
 TU1818.and adjusted by the National Geodetic Survey in December 1998..
 TU1818.The horizontal coordinates are valid at the epoch date displayed above.
 TU1818.The epoch date for horizontal control is a decimal equivalence
 TU1818.of Year/Month/Day.
 TU1818
 TU1818.The orthometric height was scaled from a topographic map.
 TU1818
 TU1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1818
 TU1818.The geoid height was determined by GEOID03.
 TU1818
 TU1818;                    North         East     Units Scale Factor Converg.
 TU1818;SPC HI 4     -     6,682.739   489,655.944   MT  0.99999132   -0 02 14.4
 TU1818;UTM  04      - 2,421,177.298   438,010.346   MT  0.99964748   -0 13 25.6
 TU1818
 TU1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1818!SPC HI 4     -   0.99999741  x   0.99999132  =   0.99998873
 TU1818!UTM  04      -   0.99999741  x   0.99964748  =   0.99964489
 TU1818
 TU1818:                Primary Azimuth Mark                     Grid Az
 TU1818:SPC HI 4     -  POHAKEA                                  048 28 32.4
 TU1818:UTM  04      -  POHAKEA                                  048 39 43.6
 TU1818
 TU1818|---------------------------------------------------------------------|
 TU1818| PID    Reference Object                     Distance      Geod. Az  |
 TU1818|                                                           dddmmss.s |
 TU1818| TU1797 POHAKEA                             APPROX. 8.1 KM 0482618.0 |
 TU1818| TU1803 MCBRYDE SUGAR MILL STACK            APPROX. 4.3 KM 0840854.2 |
 TU1818|---------------------------------------------------------------------|
 TU1818
 TU1818                          SUPERSEDED SURVEY CONTROL
 TU1818
 TU1818  NAD 83(1986)-  21 53 37.13400(N)    159 36 00.37675(W) AD(       ) 3
 TU1818  OLD HI      -  21 53 48.40700(N)    159 36 10.42200(W) AD(       ) 3
 TU1818
 TU1818.Superseded values are not recommended for survey control.
 TU1818.NGS no longer adjusts projects to the OLD HI datum.
 TU1818.See file dsdata.txt to determine how the superseded data were derived.
 TU1818
 TU1818_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3801021177(NAD 83)
 TU1818
 TU1818  HISTORY     - Date     Condition        Report By
 TU1818  HISTORY     - 1910     MONUMENTED       CGS
 TU1818  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1818  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1818  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1818
 TU1818                          STATION DESCRIPTION
 TU1818
 TU1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU1818'ON ROCKY POINT, AT WEST SIDE OF PORT ALLEN, 10 METERS BACK FROM
 TU1818'AND 5 FEET ABOVE HIGH-WATER MARK.  MARKED BY DRILL HOLE IN ROCK,
 TU1818'AND SMALL AHU (CAIRN).  RECOVERED IN 1928 AND CAIRN ENLARGED.
 TU1818
 TU1818                          STATION RECOVERY (1965)
 TU1818
 TU1818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1818'STATION IS GONE.  THE POINT WAS DETERMINED BY ANGLE CHECK BUT NO
 TU1818'CAIRN OR DRILL HOLE FOUND.
 TU1818
 TU1818                          STATION RECOVERY (2005)
 TU1818
 TU1818'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3011 ***********************************************************************
 TU3011  DESIGNATION -  BEACH
 TU3011  PID         -  TU3011
 TU3011  STATE/COUNTY-  HI/MAUI
 TU3011  USGS QUAD   -  WAILUKU (1997)
 TU3011
 TU3011                         *CURRENT SURVEY CONTROL
 TU3011  ___________________________________________________________________
 TU3011* NAD 83(1993)-  20 53 47.09366(N)    156 27 43.22751(W)     ADJUSTED  
 TU3011* LOCAL TIDAL -                                                        
 TU3011  ___________________________________________________________________
 TU3011  EPOCH DATE  -        1993.62
 TU3011  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 TU3011  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU3011
 TU3011  HORZ ORDER  -  THIRD
 TU3011
 TU3011.The horizontal coordinates were established by classical geodetic methods
 TU3011.and adjusted by the National Geodetic Survey in December 1998..
 TU3011.The horizontal coordinates are valid at the epoch date displayed above.
 TU3011.The epoch date for horizontal control is a decimal equivalence
 TU3011.of Year/Month/Day.
 TU3011
 TU3011
 TU3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3011
 TU3011.The geoid height was determined by GEOID03.
 TU3011
 TU3011;                    North         East     Units Scale Factor Converg.
 TU3011;SPC HI 2     -    62,351.411   521,292.451   MT  0.99997227   +0 04 22.8
 TU3011;UTM  04      - 2,312,770.290   764,016.903   MT  1.00046151   +0 54 20.8
 TU3011
 TU3011                          SUPERSEDED SURVEY CONTROL
 TU3011
 TU3011  NAD 83(1986)-  20 53 47.05360(N)    156 27 43.21418(W) AD(       ) 4
 TU3011  OLD HI      -  20 53 58.56000(N)    156 27 53.39300(W) AD(       ) 3
 TU3011
 TU3011.Superseded values are not recommended for survey control.
 TU3011.NGS no longer adjusts projects to the OLD HI datum.
 TU3011.See file dsdata.txt to determine how the superseded data were derived.
 TU3011
 TU3011_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6401712770(NAD 83)
 TU3011
 TU3011  HISTORY     - Date     Condition        Report By
 TU3011  HISTORY     - UNK      MONUMENTED
 TU3011  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3011
 TU3011                          STATION DESCRIPTION
 TU3011
 TU3011'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3011'THIS STATION NO LONGER EXISTS.  THE DISTANCE AND THE DIRECTION WAS
 TU3011'MEASURED OFF ON THE TOPOGRAPHIC SHEET AND THE STATION SEARCHED FOR.
 TU3011'
 TU3011'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3199 ***********************************************************************
 TU3199  DESIGNATION -  BEACH 1931
 TU3199  PID         -  TU3199
 TU3199  STATE/COUNTY-  HI/MAUI
 TU3199  USGS QUAD   -  
 TU3199
 TU3199                         *CURRENT SURVEY CONTROL
 TU3199  ___________________________________________________________________
 TU3199* NAD 83(1993)-  20 49 48.42050(N)    156 48 43.33493(W)     ADJUSTED  
 TU3199* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU3199  ___________________________________________________________________
 TU3199  EPOCH DATE  -        1993.62
 TU3199  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 TU3199  GEOID HEIGHT-          16.22  (meters)                     GEOID03
 TU3199
 TU3199  HORZ ORDER  -  THIRD
 TU3199
 TU3199.The horizontal coordinates were established by classical geodetic methods
 TU3199.and adjusted by the National Geodetic Survey in December 1998..
 TU3199.The horizontal coordinates are valid at the epoch date displayed above.
 TU3199.The epoch date for horizontal control is a decimal equivalence
 TU3199.of Year/Month/Day.
 TU3199
 TU3199.The orthometric height was scaled from a topographic map.
 TU3199
 TU3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3199
 TU3199.The geoid height was determined by GEOID03.
 TU3199
 TU3199;                    North         East     Units Scale Factor Converg.
 TU3199;SPC HI 2     -    55,004.706   484,869.194   MT  0.99996949   -0 03 06.1
 TU3199;UTM  04      - 2,304,892.845   727,690.278   MT  1.00024073   +0 46 42.1
 TU3199
 TU3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3199!SPC HI 2     -   0.99999729  x   0.99996949  =   0.99996678
 TU3199!UTM  04      -   0.99999729  x   1.00024073  =   1.00023802
 TU3199
 TU3199                          SUPERSEDED SURVEY CONTROL
 TU3199
 TU3199  NAD 83(1986)-  20 49 48.35998(N)    156 48 43.29911(W) AD(       ) 3
 TU3199  OLD HI      -  20 49 59.73900(N)    156 48 53.45600(W) AD(       ) 3
 TU3199
 TU3199.Superseded values are not recommended for survey control.
 TU3199.NGS no longer adjusts projects to the OLD HI datum.
 TU3199.See file dsdata.txt to determine how the superseded data were derived.
 TU3199
 TU3199_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2769004893(NAD 83)
 TU3199
 TU3199  HISTORY     - Date     Condition        Report By
 TU3199  HISTORY     - 1931     MONUMENTED       CGS
 TU3199  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3199
 TU3199                          STATION DESCRIPTION
 TU3199
 TU3199'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3199'STATION IS ON THE E COAST OF LANAI ISLAND, AT HALEPALAOA, ABOUT
 TU3199'12 FT. INSHORE FROM THE HIGH-WATERLINE, 6-1/2 FT. S OF THE S EDGE
 TU3199'OF AN OLD WHARF, AND 51 FT. SE OF THE SE CORNER OF A WAREHOUSE.  IT
 TU3199'IS MARKED BY A 4-FT. PIECE OF RAIL STEEL DRIVEN 3 FT. INTO THE
 TU3199'GROUND.
 TU3199
 TU3199                          STATION RECOVERY (1962)
 TU3199
 TU3199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3199'STATION IS DESTROYED.  IT WAS SEARCHED FOR BY MEASUREMENTS FROM
 TU3199'OLD DESCRIPTION BUT COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3143 ***********************************************************************
 TU3143  DESIGNATION -  BECK
 TU3143  PID         -  TU3143
 TU3143  STATE/COUNTY-  HI/MAUI
 TU3143  USGS QUAD   -  
 TU3143
 TU3143                         *CURRENT SURVEY CONTROL
 TU3143  ___________________________________________________________________
 TU3143* NAD 83(1993)-  20 32 22.08494(N)    156 34 13.05760(W)     ADJUSTED  
 TU3143* LOCAL TIDAL -       330.2    (meters)    1083.     (feet)  VERT ANG  
 TU3143  ___________________________________________________________________
 TU3143  EPOCH DATE  -        1993.62
 TU3143  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 TU3143  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU3143
 TU3143  HORZ ORDER  -  SECOND
 TU3143
 TU3143.The horizontal coordinates were established by classical geodetic methods
 TU3143.and adjusted by the National Geodetic Survey in December 1998..
 TU3143.The horizontal coordinates are valid at the epoch date displayed above.
 TU3143.The epoch date for horizontal control is a decimal equivalence
 TU3143.of Year/Month/Day.
 TU3143
 TU3143.The orthometric height was determined by vertical angle observations.
 TU3143
 TU3143.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3143
 TU3143.The geoid height was determined by GEOID03.
 TU3143
 TU3143;                    North         East     Units Scale Factor Converg.
 TU3143;SPC HI 2     -    22,823.334   510,050.009   MT  0.99996791   +0 02 01.7
 TU3143;UTM  04      - 2,273,066.111   753,340.546   MT  1.00039328   +0 51 10.5
 TU3143
 TU3143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3143!SPC HI 2     -   0.99994562  x   0.99996791  =   0.99991353
 TU3143!UTM  04      -   0.99994562  x   1.00039328  =   1.00033888
 TU3143
 TU3143|---------------------------------------------------------------------|
 TU3143| PID    Reference Object                     Distance      Geod. Az  |
 TU3143|                                                           dddmmss.s |
 TU3143| CN5091 BECK RM 1                            17.623 METERS 04543     |
 TU3143| TU3156 GREY 2                              APPROX. 3.3 KM 1043340.1 |
 TU3143| CN5092 BECK RM 2                            13.615 METERS 12830     |
 TU3143|---------------------------------------------------------------------|
 TU3143
 TU3143                          SUPERSEDED SURVEY CONTROL
 TU3143
 TU3143  NAD 83(1986)-  20 32 22.06356(N)    156 34 13.04558(W) AD(       ) 2
 TU3143  OLD HI      -  20 32 33.51560(N)    156 34 23.20530(W) AD(       ) 2
 TU3143
 TU3143.Superseded values are not recommended for survey control.
 TU3143.NGS no longer adjusts projects to the OLD HI datum.
 TU3143.See file dsdata.txt to determine how the superseded data were derived.
 TU3143
 TU3143_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5334173066(NAD 83)
 TU3143_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3143_SETTING: 66 = SET IN ROCK OUTCROP
 TU3143
 TU3143  HISTORY     - Date     Condition        Report By
 TU3143  HISTORY     - 1963     MONUMENTED       CGS
 TU3143
 TU3143                          STATION DESCRIPTION
 TU3143
 TU3143'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3143'STATION IS ON THE EAST END OF KAHOOLAWE ISLAND, 1 MILE WEST OF THE
 TU3143'SOUTHERLY SHORE OF KANAPOU BAY AND 1.7 MILES NORTH OF THE SOUTH
 TU3143'SHORE OF THE ISLAND.  IT IS ABOUT A 2 MILE WALK FROM THE BEACH AT
 TU3143'BECK COVE AT THE HEAD OF KANAPOU BAY AND IS LOCATED ON A RED DIRT
 TU3143'RIDGE SCATTERED WITH SMALL BOULDERS AND OUTCROPS OF
 TU3143'BEDROCK.  LOOKING TO THE RIGHT OF THE SOUTH TANGENT OF MAUI
 TU3143'ISLAND FROM THE STATION, A GREEN RIDGE SOUTHEAST OF BECK COVE IS
 TU3143'VISIBLE OVER A RED DIRT RIDGE.
 TU3143'
 TU3143'TO REACH STATION FROM THE SAND BEACH AT BECK COVE, PROCEED IN A
 TU3143'SOUTHWESTERLY DIRECTION UP THE ROCK SLIDE GULLEY TO THE TOP OF A
 TU3143'700 FOOT RIDGE, KEEPING TO THE LEFT SIDE OF THE GULLEY.  FROM THE
 TU3143'TOP OF THE RIDGE, PROCEED RIGHT (NORTHWEST) 1 MILE TO THE
 TU3143'STATION.  IT IS ABOUT A 1-1/2 HOUR PACK TO THE STATION.
 TU3143'
 TU3143'THE STATION IS MARKED WITH A STANDARD TRIANGULATION DISK, STAMPED
 TU3143'BECK 1963 SET IN CEMENT IN A DRILL HOLE IN A SMALL OUTCROP OF
 TU3143'BEDROCK PROJECTING ABOUT 1 FOOT.
 TU3143'
 TU3143'REFERENCE MARK 1 IS AT APPROXIMATELY THE SAME ELEVATION AS THE
 TU3143'STATION MARK.  IT IS A STANDARD DISK STAMPED BECK NO. 1 1963 SET
 TU3143'IN CEMENT IN A DRILL HOLE IN A SMALL OUTCROP OF BEDROCK.
 TU3143'
 TU3143'REFERENCE MARK 2 IS ABOUT 1 METER BELOW THE STATION MARK.  IT IS
 TU3143'A STANDARD DISK STAMPED BECK NO. 2 1963 SET IN CEMENT IN A DRILL
 TU3143'HOLE IN A SMALL OUTCROP OF BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2918 ***********************************************************************
 TU2918  DESIGNATION -  BEG
 TU2918  PID         -  TU2918
 TU2918  STATE/COUNTY-  HI/MAUI
 TU2918  USGS QUAD   -  MAKENA (1995)
 TU2918
 TU2918                         *CURRENT SURVEY CONTROL
 TU2918  ___________________________________________________________________
 TU2918* NAD 83(1993)-  20 40 02.09861(N)    156 26 37.39849(W)     ADJUSTED  
 TU2918* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU2918  ___________________________________________________________________
 TU2918  EPOCH DATE  -        1993.62
 TU2918  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 TU2918  GEOID HEIGHT-          16.63  (meters)                     GEOID03
 TU2918
 TU2918  HORZ ORDER  -  THIRD
 TU2918
 TU2918.The horizontal coordinates were established by classical geodetic methods
 TU2918.and adjusted by the National Geodetic Survey in December 1998..
 TU2918.The horizontal coordinates are valid at the epoch date displayed above.
 TU2918.The epoch date for horizontal control is a decimal equivalence
 TU2918.of Year/Month/Day.
 TU2918
 TU2918.The orthometric height was scaled from a topographic map.
 TU2918
 TU2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2918
 TU2918.The geoid height was determined by GEOID03.
 TU2918
 TU2918;                    North         East     Units Scale Factor Converg.
 TU2918;SPC HI 2     -    36,982.791   523,229.920   MT  0.99997333   +0 04 43.3
 TU2918;UTM  04      - 2,287,419.759   766,322.097   MT  1.00047665   +0 54 09.9
 TU2918
 TU2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2918!SPC HI 2     -   0.99999707  x   0.99997333  =   0.99997040
 TU2918!UTM  04      -   0.99999707  x   1.00047665  =   1.00047372
 TU2918
 TU2918|---------------------------------------------------------------------|
 TU2918| PID    Reference Object                     Distance      Geod. Az  |
 TU2918|                                                           dddmmss.s |
 TU2918| TU2912 CAR                                 393.758 METERS 15344     |
 TU2918| TU2920 VON                                 APPROX. 0.6 KM 3553350.0 |
 TU2918|---------------------------------------------------------------------|
 TU2918
 TU2918                          SUPERSEDED SURVEY CONTROL
 TU2918
 TU2918  NAD 83(1986)-  20 40 02.07109(N)    156 26 37.38886(W) AD(       ) 3
 TU2918  OLD HI      -  20 40 13.55900(N)    156 26 47.53500(W) AD(       ) 3
 TU2918
 TU2918.Superseded values are not recommended for survey control.
 TU2918.NGS no longer adjusts projects to the OLD HI datum.
 TU2918.See file dsdata.txt to determine how the superseded data were derived.
 TU2918
 TU2918_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6632287420(NAD 83)
 TU2918
 TU2918  HISTORY     - Date     Condition        Report By
 TU2918  HISTORY     - UNK      MONUMENTED
 TU2918  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2918
 TU2918                          STATION DESCRIPTION
 TU2918
 TU2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2918'STATION IS BELIEVED TO HAVE BEEN ONLY TEMPORARILY MARKED
 TU2918'AND NOW LOST.  THE EXACT POINT WAS LOCATED BY SETTING WITH
 TU2918'A THEODOLITE ON THE OLD ANGLES, BUT NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2184 ***********************************************************************
 TU2184  DESIGNATION -  BELFRY
 TU2184  PID         -  TU2184
 TU2184  STATE/COUNTY-  HI/HAWAII
 TU2184  USGS QUAD   -  PAPAALOA (1980)
 TU2184
 TU2184                         *CURRENT SURVEY CONTROL
 TU2184  ___________________________________________________________________
 TU2184* NAD 83(1993)-  19 59 30.49352(N)    155 14 30.37406(W)     ADJUSTED  
 TU2184* LOCAL TIDAL -                                                        
 TU2184  ___________________________________________________________________
 TU2184  EPOCH DATE  -        1993.62
 TU2184  LAPLACE CORR-         -18.55  (seconds)                    DEFLEC99
 TU2184  GEOID HEIGHT-          18.44  (meters)                     GEOID03
 TU2184
 TU2184  HORZ ORDER  -  THIRD
 TU2184
 TU2184.The horizontal coordinates were established by classical geodetic methods
 TU2184.and adjusted by the National Geodetic Survey in December 1998..
 TU2184.The horizontal coordinates are valid at the epoch date displayed above.
 TU2184.The epoch date for horizontal control is a decimal equivalence
 TU2184.of Year/Month/Day.
 TU2184
 TU2184
 TU2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2184
 TU2184.The geoid height was determined by GEOID03.
 TU2184
 TU2184;                    North         East     Units Scale Factor Converg.
 TU2184;SPC HI 1     -   128,255.834   527,023.525   MT  0.99997569   +0 05 17.8
 TU2184;UTM  05      - 2,212,143.689   265,440.773   MT  1.00028006   -0 46 00.4
 TU2184
 TU2184                          SUPERSEDED SURVEY CONTROL
 TU2184
 TU2184  NAD 83(1986)-  19 59 30.47171(N)    155 14 30.37290(W) AD(       ) 4
 TU2184  OLD HI      -  19 59 41.48300(N)    155 14 40.35500(W) AD(       ) 3
 TU2184
 TU2184.Superseded values are not recommended for survey control.
 TU2184.NGS no longer adjusts projects to the OLD HI datum.
 TU2184.See file dsdata.txt to determine how the superseded data were derived.
 TU2184
 TU2184_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6544112144(NAD 83)
 TU2184
 TU2184  HISTORY     - Date     Condition        Report By
 TU2184  HISTORY     - 1913     MONUMENTED       CGS
 TU2184  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2184
 TU2184                          STATION DESCRIPTION
 TU2184
 TU2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2184'ON NORTHEAST COAST OF HAWAII, AT LAUPAHOEHOE, THE CENTER OF SQUARE
 TU2184'TOWER AT END OF CHURCH AWAY FROM THE SEA.  CHURCH IS PAINTED
 TU2184'YELLOW.  THERE IS A MUCH SMALLER CHURCH OF SAME STYLE OF
 TU2184'ARCHITECTURE FARTHER INSHORE AND FACING THE SEA.
 TU2184
 TU2184                          STATION RECOVERY (1966)
 TU2184
 TU2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2184'STATION IS DESTROYED.  THE CHURCH HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1033 ***********************************************************************
 TU1033  DESIGNATION -  BELLOWS AFB COMM MAST
 TU1033  PID         -  TU1033
 TU1033  STATE/COUNTY-  HI/HONOLULU
 TU1033  USGS QUAD   -  KOKO HEAD (1983)
 TU1033
 TU1033                         *CURRENT SURVEY CONTROL
 TU1033  ___________________________________________________________________
 TU1033* NAD 83(1993)-  21 21 29.99285(N)    157 42 50.80334(W)     ADJUSTED  
 TU1033* LOCAL TIDAL -                                                        
 TU1033  ___________________________________________________________________
 TU1033  EPOCH DATE  -        1993.62
 TU1033  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 TU1033  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1033
 TU1033  HORZ ORDER  -  THIRD
 TU1033
 TU1033.The horizontal coordinates were established by classical geodetic methods
 TU1033.and adjusted by the National Geodetic Survey in December 1998..
 TU1033.The horizontal coordinates are valid at the epoch date displayed above.
 TU1033.The epoch date for horizontal control is a decimal equivalence
 TU1033.of Year/Month/Day.
 TU1033
 TU1033
 TU1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1033
 TU1033.The geoid height was determined by GEOID03.
 TU1033
 TU1033;                    North         East     Units Scale Factor Converg.
 TU1033;SPC HI 3     -    21,247.931   529,652.160   MT  1.00000086   +0 06 14.8
 TU1033;UTM  04      - 2,362,350.943   633,327.527   MT  0.99981966   +0 28 06.2
 TU1033
 TU1033                          SUPERSEDED SURVEY CONTROL
 TU1033
 TU1033  NAD 83(1986)-  21 21 29.94254(N)    157 42 50.81098(W) AD(       ) 4
 TU1033  OLD HI      -  21 21 41.35720(N)    157 43 00.68719(W) AD(       ) 3
 TU1033
 TU1033.Superseded values are not recommended for survey control.
 TU1033.NGS no longer adjusts projects to the OLD HI datum.
 TU1033.See file dsdata.txt to determine how the superseded data were derived.
 TU1033
 TU1033_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3332862351(NAD 83)
 TU1033
 TU1033  HISTORY     - Date     Condition        Report By
 TU1033  HISTORY     - 1969     MONUMENTED       CGS
 TU1033
 TU1033                          STATION DESCRIPTION
 TU1033
 TU1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1033'STATION IS THE TOP CENTER OF THE MAST, LOCATED 1-1/2 NORTH OF
 TU1033'THE VILLAGE OF WAIMANALO AND ON BELLOWS AIR FORCE STATION.  IT
 TU1033'IS A 3-LEGGED MAST THAT IS PAINTED RED AND WHITE WITH A BAR
 TU1033'ANTENNA ON THE TOP AND THE TOWER IS 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1034 ***********************************************************************
 TU1034  DESIGNATION -  BELLOWS AFB MICROWAVE TOWER
 TU1034  PID         -  TU1034
 TU1034  STATE/COUNTY-  HI/HONOLULU
 TU1034  USGS QUAD   -  KOKO HEAD (1983)
 TU1034
 TU1034                         *CURRENT SURVEY CONTROL
 TU1034  ___________________________________________________________________
 TU1034* NAD 83(1993)-  21 21 25.83640(N)    157 42 54.48183(W)     ADJUSTED  
 TU1034* LOCAL TIDAL -                                                        
 TU1034  ___________________________________________________________________
 TU1034  EPOCH DATE  -        1993.62
 TU1034  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 TU1034  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1034
 TU1034  HORZ ORDER  -  THIRD
 TU1034
 TU1034.The horizontal coordinates were established by classical geodetic methods
 TU1034.and adjusted by the National Geodetic Survey in December 1998..
 TU1034.The horizontal coordinates are valid at the epoch date displayed above.
 TU1034.The epoch date for horizontal control is a decimal equivalence
 TU1034.of Year/Month/Day.
 TU1034
 TU1034
 TU1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1034
 TU1034.The geoid height was determined by GEOID03.
 TU1034
 TU1034;                    North         East     Units Scale Factor Converg.
 TU1034;SPC HI 3     -    21,119.903   529,546.410   MT  1.00000078   +0 06 13.5
 TU1034;UTM  04      - 2,362,222.268   633,222.612   MT  0.99981932   +0 28 04.8
 TU1034
 TU1034                          SUPERSEDED SURVEY CONTROL
 TU1034
 TU1034  NAD 83(1986)-  21 21 25.78618(N)    157 42 54.48948(W) AD(       ) 4
 TU1034  OLD HI      -  21 21 37.20037(N)    157 43 04.36569(W) AD(       ) 3
 TU1034
 TU1034.Superseded values are not recommended for survey control.
 TU1034.NGS no longer adjusts projects to the OLD HI datum.
 TU1034.See file dsdata.txt to determine how the superseded data were derived.
 TU1034
 TU1034_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3322362222(NAD 83)
 TU1034
 TU1034  HISTORY     - Date     Condition        Report By
 TU1034  HISTORY     - 1969     MONUMENTED       CGS
 TU1034
 TU1034                          STATION DESCRIPTION
 TU1034
 TU1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1034'STATION IS THE TOP CENTER OF THE TOWER, LOCATED ON BELLOWS AIR
 TU1034'FORCE STATION 1-1/2 MILE NORTH OF THE VILLAGE OF WAIMANALO.  IT
 TU1034'IS A 3-LEGGED TOWER THAT HAS ONE RADAR DISH AT THE TOP AND ONE
 TU1034'ABOUT 1/2 WAY UP THE TOWER.  IT IS PAINTED GREEN AND THE TOWER
 TU1034'IS 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3406 ***********************************************************************
 TU3406  DESIGNATION -  BILL
 TU3406  PID         -  TU3406
 TU3406  STATE/COUNTY-  HI/MAUI
 TU3406  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3406
 TU3406                         *CURRENT SURVEY CONTROL
 TU3406  ___________________________________________________________________
 TU3406* NAD 83(1993)-  21 05 22.39017(N)    157 01 38.29684(W)     ADJUSTED  
 TU3406* LOCAL TIDAL -                                                        
 TU3406  ___________________________________________________________________
 TU3406  EPOCH DATE  -        1993.62
 TU3406  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 TU3406  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3406
 TU3406  HORZ ORDER  -  THIRD
 TU3406
 TU3406.The horizontal coordinates were established by classical geodetic methods
 TU3406.and adjusted by the National Geodetic Survey in December 1998..
 TU3406.The horizontal coordinates are valid at the epoch date displayed above.
 TU3406.The epoch date for horizontal control is a decimal equivalence
 TU3406.of Year/Month/Day.
 TU3406
 TU3406
 TU3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3406
 TU3406.The geoid height was determined by GEOID03.
 TU3406
 TU3406;                    North         East     Units Scale Factor Converg.
 TU3406;SPC HI 2     -    83,763.208   462,527.797   MT  0.99998401   -0 07 47.2
 TU3406;UTM  04      - 2,333,328.503   704,927.555   MT  1.00011899   +0 42 36.3
 TU3406
 TU3406                          SUPERSEDED SURVEY CONTROL
 TU3406
 TU3406  NAD 83(1986)-  21 05 22.34544(N)    157 01 38.24644(W) AD(       ) 4
 TU3406  OLD HI      -  21 05 33.77400(N)    157 01 48.33600(W) AD(       ) 3
 TU3406
 TU3406.Superseded values are not recommended for survey control.
 TU3406.NGS no longer adjusts projects to the OLD HI datum.
 TU3406.See file dsdata.txt to determine how the superseded data were derived.
 TU3406
 TU3406_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0492833329(NAD 83)
 TU3406
 TU3406  HISTORY     - Date     Condition        Report By
 TU3406  HISTORY     - UNK      MONUMENTED
 TU3406  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3406
 TU3406                          STATION DESCRIPTION
 TU3406
 TU3406'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3406'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3406'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3406'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS FOUND.
 TU3406'
 TU3406'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2517 ***********************************************************************
 TU2517  DESIGNATION -  BISHOP
 TU2517  PID         -  TU2517
 TU2517  STATE/COUNTY-  HI/HAWAII
 TU2517  USGS QUAD   -  HONAUNAU (1996)
 TU2517
 TU2517                         *CURRENT SURVEY CONTROL
 TU2517  ___________________________________________________________________
 TU2517* NAD 83(1993)-  19 27 57.85208(N)    155 53 05.23080(W)     ADJUSTED  
 TU2517* LOCAL TIDAL -       410.6    (meters)    1347.     (feet)  VERT ANG  
 TU2517  ___________________________________________________________________
 TU2517  EPOCH DATE  -        1993.62
 TU2517  LAPLACE CORR-          24.34  (seconds)                    DEFLEC99
 TU2517  GEOID HEIGHT-          21.37  (meters)                     GEOID03
 TU2517
 TU2517  HORZ ORDER  -  SECOND
 TU2517
 TU2517.The horizontal coordinates were established by classical geodetic methods
 TU2517.and adjusted by the National Geodetic Survey in December 1998..
 TU2517.The horizontal coordinates are valid at the epoch date displayed above.
 TU2517.The epoch date for horizontal control is a decimal equivalence
 TU2517.of Year/Month/Day.
 TU2517
 TU2517.The orthometric height was determined by vertical angle observations.
 TU2517
 TU2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2517
 TU2517.The geoid height was determined by GEOID03.
 TU2517
 TU2517;                    North         East     Units Scale Factor Converg.
 TU2517;SPC HI 1     -    70,082.949   459,600.316   MT  0.99998683   -0 07 41.6
 TU2517;UTM  05      - 2,154,940.765   197,131.653   MT  1.00073401   -0 57 43.5
 TU2517
 TU2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2517!SPC HI 1     -   0.99993210  x   0.99998683  =   0.99991893
 TU2517!UTM  05      -   0.99993210  x   1.00073401  =   1.00066606
 TU2517
 TU2517|---------------------------------------------------------------------|
 TU2517| PID    Reference Object                     Distance      Geod. Az  |
 TU2517|                                                           dddmmss.s |
 TU2517| CN5095 BISHOP RM 1                           6.359 METERS 07934     |
 TU2517| CN5096 BISHOP RM 2                           3.596 METERS 20515     |
 TU2517| TU2531 KEEI SOUTH BASE                     APPROX. 4.7 KM 2215537.2 |
 TU2517|---------------------------------------------------------------------|
 TU2517
 TU2517                          SUPERSEDED SURVEY CONTROL
 TU2517
 TU2517  NAD 83(1986)-  19 27 57.84996(N)    155 53 05.26130(W) AD(       ) 2
 TU2517  OLD HI      -  19 28 08.71500(N)    155 53 15.29600(W) AD(       ) 2
 TU2517
 TU2517.Superseded values are not recommended for survey control.
 TU2517.NGS no longer adjusts projects to the OLD HI datum.
 TU2517.See file dsdata.txt to determine how the superseded data were derived.
 TU2517
 TU2517_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9713254941(NAD 83)
 TU2517_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2517
 TU2517  HISTORY     - Date     Condition        Report By
 TU2517  HISTORY     - 1948     MONUMENTED       CGS
 TU2517  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2517  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2517
 TU2517                          STATION DESCRIPTION
 TU2517
 TU2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2517'THE STATION IS LOCATED ON THE EDGE OF A CULTIVATED LOT ABOUT
 TU2517'3 MILES SOUTH SOUTHEAST OF KEALAKEKUA, ABOUT 2 MILES EAST OF
 TU2517'NAPOOPOO, ABOUT 100 FEET WEST OF A SMALL SHACK, ABOUT 100 FEET
 TU2517'EAST OF A ROAD INTERSECTION, 57 FEET NORTHEAST OF TELEPHONE
 TU2517'POLE NUMBER 893, 32 FEET NORTH OF THE CENTER OF A GRADED ROAD
 TU2517'AND ABOUT 10 FEET HIGHER THAN THE ROAD.
 TU2517'
 TU2517'TO REACH FROM THE POST OFFICE AT CAPTAIN COOK.  GO SOUTHERLY,
 TU2517'ON THE ROAD WHICH LEADS TOWARD KEOKEA, FOR 2.9 MILES TO TELEPHONE
 TU2517'POLE NUMBER 893.  TURN LEFT, ONTO A GRADED ROAD, AND GO EASTERLY
 TU2517'FOR ABOUT 100 FEET TO THE STATION ON THE BANK TO THE LEFT HAND
 TU2517'SIDE OF THE ROAD.
 TU2517'
 TU2517'THE STATION IS A STANDARD DISK, STAMPED BISHOP 1948, SET IN THE
 TU2517'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES, AND
 TU2517'IN A 1 INCH PIPE WHICH IS THE BISHOP ESTATE SURVEY STATION BISHOP.
 TU2517'
 TU2517'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BISHOP NO
 TU2517'1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2517'ABOUT 4 INCHES.  IT IS LOCATED 39 FEET NORTH OF THE CENTER OF
 TU2517'A GRADED ROAD AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 TU2517'
 TU2517'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BISHOP NO
 TU2517'2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 TU2517'5 INCHES.  IT IS LOCATED 22 FEET NORTH OF THE CENTER OF A GRADED
 TU2517'ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 TU2517'
 TU2517'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 TU2517'NUMBER 2 IS 8.950 M OR 29.361 FEET.
 TU2517
 TU2517                          STATION RECOVERY (1968)
 TU2517
 TU2517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2517'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2517'HOUSE HAS BEEN BUILT NEARBY.  THE DISTANCE AND ANGLE TO RM NO. 1
 TU2517'WAS NOT CHECKED AS THE LINE IS BLOCKED BY A LARGE TREE FERN.  A
 TU2517'COMPLETE DESCRIPTION FOLLOWS--
 TU2517'
 TU2517'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF CAPTAIN COOK AND
 TU2517'2 MILES NORTH OF HONAUNAU, ALONG THE NORTHEAST SIDE OF STATE HIGHWAY
 TU2517'11, IN FRONT OF A SMALL HOME IN A COFFEE GROVE, ABOUT 35 FEET
 TU2517'HIGHER THAN THE HIGHWAY, ON SMALL, FLAT AREA JUST ABOVE DRIVEWAY.
 TU2517'
 TU2517'TO REACH STATION FROM THE POST OFFICE AT CAPTAIN COOK GO SOUTHEAST
 TU2517'ON STATE HIGHWAY 11 FOR 2.75 MILES TO DRIVEWAY ON LEFT, NEAR
 TU2517'TELEPHONE POLE NO. 893.  FORK LEFT AND GO UPGRADE ON DRIVEWAY
 TU2517'FOR 100 YARDS TO HOUSE ON LEFT ON FLAT ABOVE DRIVE, AND STATION.
 TU2517'
 TU2517'STATION MARK IS A STANDARD DISK STAMPED BISHOP 1948, SET IN THE
 TU2517'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 TU2517'INCHES ABOVE GROUND.  IT IS 19.5 FEET SOUTHWEST OF EDGE OF HOUSE,
 TU2517'56 FEET EAST OF TELEPHONE POLE NO. 893, 12.3 FEET EAST OF
 TU2517'POWER POLE NO. 1, 10 FEET NORTHWEST OF THE NORTHWEST 1 OF 2
 TU2517'COCONUT PALMS, AND 10 FEET NORTHWEST OF LINE EXTENDED FROM
 TU2517'SOUTHEAST END OF HOUSE.
 TU2517'
 TU2517'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BISHOP
 TU2517'NO 1 1948 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 TU2517'ABOUT 4 INCHES ABOVE GROUND.  IT IS 9.5 FEET SOUTH OF SOUTHWEST
 TU2517'CORNER OF THE HOUSE AND 1 FOOT SOUTHEAST OF A LARGE TREE FERN
 TU2517'WHICH BLOCKS THE LINE TO STATION MARK.
 TU2517'
 TU2517'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BISHOP
 TU2517'NO 2 1948 CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK OUTCROP
 TU2517'THAT PROJECTS 6 INCHES ABOVE GROUND, AND IS 2 FEET LOWER THAN
 TU2517'STATION MARK.
 TU2517
 TU2517                          STATION RECOVERY (1972)
 TU2517
 TU2517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2517'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU2517'DESCRIBED BY R.C. MUNSON (1968) IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1873 ***********************************************************************
 TU1873  DESIGNATION -  BLACK
 TU1873  PID         -  TU1873
 TU1873  STATE/COUNTY-  HI/KAUAI
 TU1873  USGS QUAD   -  
 TU1873
 TU1873                         *CURRENT SURVEY CONTROL
 TU1873  ___________________________________________________________________
 TU1873* NAD 83(1993)-  21 59 01.94513(N)    160 06 48.43225(W)     ADJUSTED  
 TU1873* LOCAL TIDAL -                                                        
 TU1873  ___________________________________________________________________
 TU1873  EPOCH DATE  -        1993.62
 TU1873  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 TU1873  GEOID HEIGHT-          14.67  (meters)                     GEOID03
 TU1873
 TU1873  HORZ ORDER  -  THIRD
 TU1873
 TU1873.The horizontal coordinates were established by classical geodetic methods
 TU1873.and adjusted by the National Geodetic Survey in December 1998..
 TU1873.The horizontal coordinates are valid at the epoch date displayed above.
 TU1873.The epoch date for horizontal control is a decimal equivalence
 TU1873.of Year/Month/Day.
 TU1873
 TU1873
 TU1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1873
 TU1873.The geoid height was determined by GEOID03.
 TU1873
 TU1873;                    North         East     Units Scale Factor Converg.
 TU1873;SPC HI 5     -    35,124.626   505,495.538   MT  1.00000037   +0 01 11.7
 TU1873;UTM  04      - 2,431,460.154   385,050.166   MT  0.99976326   -0 25 00.7
 TU1873
 TU1873                          SUPERSEDED SURVEY CONTROL
 TU1873
 TU1873  NAD 83(1986)-  21 59 01.89838(N)    160 06 48.45899(W) AD(       ) 4
 TU1873  OLD HI      -  21 59 13.18000(N)    160 06 58.52000(W) AD(       ) 3
 TU1873
 TU1873.Superseded values are not recommended for survey control.
 TU1873.NGS no longer adjusts projects to the OLD HI datum.
 TU1873.See file dsdata.txt to determine how the superseded data were derived.
 TU1873
 TU1873_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK8505031460(NAD 83)
 TU1873
 TU1873  HISTORY     - Date     Condition        Report By
 TU1873  HISTORY     - 1926     MONUMENTED       CGS
 TU1873
 TU1873                          STATION DESCRIPTION
 TU1873
 TU1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1873'ON THE EDGE AND HIGHEST POINT OF A BLACK BLUFF WHICH IS THE
 TU1873'WESTERN END OF A CHAIN OF SMALL UNDULATING HILLS ON THE NORTH
 TU1873'END OF NIIHAU ISLAND, 2 MILES SOUTH-SOUTHWEST OF LEHUA.  MARKING
 TU1873'NOT KNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3152 ***********************************************************************
 TU3152  DESIGNATION -  BLACK
 TU3152  PID         -  TU3152
 TU3152  STATE/COUNTY-  HI/MAUI
 TU3152  USGS QUAD   -  
 TU3152
 TU3152                         *CURRENT SURVEY CONTROL
 TU3152  ___________________________________________________________________
 TU3152* NAD 83(1993)-  20 31 18.38084(N)    156 36 12.73967(W)     ADJUSTED  
 TU3152* LOCAL TIDAL -       251.     (meters)     823.     (feet)  SCALED    
 TU3152  ___________________________________________________________________
 TU3152  EPOCH DATE  -        1993.62
 TU3152  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 TU3152  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU3152
 TU3152  HORZ ORDER  -  THIRD
 TU3152
 TU3152.The horizontal coordinates were established by classical geodetic methods
 TU3152.and adjusted by the National Geodetic Survey in December 1998..
 TU3152.The horizontal coordinates are valid at the epoch date displayed above.
 TU3152.The epoch date for horizontal control is a decimal equivalence
 TU3152.of Year/Month/Day.
 TU3152
 TU3152.The orthometric height was scaled from a topographic map.
 TU3152
 TU3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3152
 TU3152.The geoid height was determined by GEOID03.
 TU3152
 TU3152;                    North         East     Units Scale Factor Converg.
 TU3152;SPC HI 2     -    20,862.610   506,583.890   MT  0.99996720   +0 01 19.7
 TU3152;UTM  04      - 2,271,055.223   749,901.372   MT  1.00037188   +0 50 26.0
 TU3152
 TU3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3152!SPC HI 2     -   0.99995811  x   0.99996720  =   0.99992531
 TU3152!UTM  04      -   0.99995811  x   1.00037188  =   1.00032998
 TU3152
 TU3152:                Primary Azimuth Mark                     Grid Az
 TU3152:SPC HI 2     -  QUICK                                    051 25 59.0
 TU3152:UTM  04      -  QUICK                                    050 36 52.7
 TU3152
 TU3152|---------------------------------------------------------------------|
 TU3152| PID    Reference Object                     Distance      Geod. Az  |
 TU3152|                                                           dddmmss.s |
 TU3152| TU3148 QUICK                               APPROX. 2.8 KM 0512718.7 |
 TU3152|---------------------------------------------------------------------|
 TU3152
 TU3152                          SUPERSEDED SURVEY CONTROL
 TU3152
 TU3152  NAD 83(1986)-  20 31 18.36881(N)    156 36 12.71603(W) AD(       ) 3
 TU3152  OLD HI      -  20 31 29.75400(N)    156 36 22.84000(W) AD(       ) 3
 TU3152
 TU3152.Superseded values are not recommended for survey control.
 TU3152.NGS no longer adjusts projects to the OLD HI datum.
 TU3152.See file dsdata.txt to determine how the superseded data were derived.
 TU3152
 TU3152_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4990171055(NAD 83)
 TU3152_MARKER: W = UNMONUMENTED
 TU3152_SETTING: 0 = UNSPECIFIED SETTING
 TU3152
 TU3152  HISTORY     - Date     Condition        Report By
 TU3152  HISTORY     - 1904     MONUMENTED       CGS
 TU3152  HISTORY     - 1963     MARK NOT FOUND   CGS
 TU3152
 TU3152                          STATION DESCRIPTION
 TU3152
 TU3152'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3152'ON SOUTH COAST OF KAHOOLAWE, ON THE WESTERN SIDE OF THE EASTERN
 TU3152'OF THE TWO DEEP COVES ON SOUTHERN SIDE OF ISLAND, ON HIGHEST POINT
 TU3152'OF BLUFF AND ABOUT 50 METERS FROM ITS EDGE.  MARKED ONLY BY 2 BY
 TU3152'4 INCH POLE SIGNAL.
 TU3152
 TU3152                          STATION RECOVERY (1963)
 TU3152
 TU3152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3152'THE REMAINS OF AN OLD ROCK CAIRN AND SIGNAL POLE WAS RECOVERED IN
 TU3152'THE APPROXIMATE LOCATION OF THE STATION.  THE HIGHEST POINT ON THE
 TU3152'RIDGE IS OVERGROWN WITH KEAWE TREES.  A NEW MARKED STATION, BLACK
 TU3152'2, WAS ESTABLISHED ABOUT 150 FEET NORTH OF THE OLD STATION.  NO TIE
 TU3152'WAS MADE TO THE OLD STATION AS NOTHING OF A PERMANENT NATURE
 TU3152'WAS RECOVERED.  THE STATION SHOULD BE CONSIDERED LOST AND
 TU3152'REMOVED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3417 ***********************************************************************
 TU3417  DESIGNATION -  BLACK
 TU3417  PID         -  TU3417
 TU3417  STATE/COUNTY-  HI/MAUI
 TU3417  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3417
 TU3417                         *CURRENT SURVEY CONTROL
 TU3417  ___________________________________________________________________
 TU3417* NAD 83(1993)-  21 06 07.78400(N)    157 04 46.20585(W)     ADJUSTED  
 TU3417* LOCAL TIDAL -                                                        
 TU3417  ___________________________________________________________________
 TU3417  EPOCH DATE  -        1993.62
 TU3417  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 TU3417  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3417
 TU3417  HORZ ORDER  -  THIRD
 TU3417
 TU3417.The horizontal coordinates were established by classical geodetic methods
 TU3417.and adjusted by the National Geodetic Survey in December 1998..
 TU3417.The horizontal coordinates are valid at the epoch date displayed above.
 TU3417.The epoch date for horizontal control is a decimal equivalence
 TU3417.of Year/Month/Day.
 TU3417
 TU3417
 TU3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3417
 TU3417.The geoid height was determined by GEOID03.
 TU3417
 TU3417;                    North         East     Units Scale Factor Converg.
 TU3417;SPC HI 2     -    85,172.452   457,107.812   MT  0.99998939   -0 08 55.1
 TU3417;UTM  04      - 2,334,658.288   699,486.846   MT  1.00009179   +0 41 30.0
 TU3417
 TU3417                          SUPERSEDED SURVEY CONTROL
 TU3417
 TU3417  NAD 83(1986)-  21 06 07.74061(N)    157 04 46.15643(W) AD(       ) 4
 TU3417  OLD HI      -  21 06 19.16600(N)    157 04 56.25500(W) AD(       ) 3
 TU3417
 TU3417.Superseded values are not recommended for survey control.
 TU3417.NGS no longer adjusts projects to the OLD HI datum.
 TU3417.See file dsdata.txt to determine how the superseded data were derived.
 TU3417
 TU3417_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9948734658(NAD 83)
 TU3417
 TU3417  HISTORY     - Date     Condition        Report By
 TU3417  HISTORY     - UNK      MONUMENTED
 TU3417  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3417
 TU3417                          STATION DESCRIPTION
 TU3417
 TU3417'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3417'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3417'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3417'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS FOUND.
 TU3417'
 TU3417'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3151 ***********************************************************************
 TU3151  DESIGNATION -  BLACK 2
 TU3151  PID         -  TU3151
 TU3151  STATE/COUNTY-  HI/MAUI
 TU3151  USGS QUAD   -  
 TU3151
 TU3151                         *CURRENT SURVEY CONTROL
 TU3151  ___________________________________________________________________
 TU3151* NAD 83(1993)-  20 31 21.04088(N)    156 36 12.18796(W)     ADJUSTED  
 TU3151* LOCAL TIDAL -       250.8    (meters)     823.     (feet)  VERT ANG  
 TU3151  ___________________________________________________________________
 TU3151  EPOCH DATE  -        1993.62
 TU3151  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 TU3151  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU3151
 TU3151  HORZ ORDER  -  SECOND
 TU3151
 TU3151.The horizontal coordinates were established by classical geodetic methods
 TU3151.and adjusted by the National Geodetic Survey in December 1998..
 TU3151.The horizontal coordinates are valid at the epoch date displayed above.
 TU3151.The epoch date for horizontal control is a decimal equivalence
 TU3151.of Year/Month/Day.
 TU3151
 TU3151.The orthometric height was determined by vertical angle observations.
 TU3151
 TU3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3151
 TU3151.The geoid height was determined by GEOID03.
 TU3151
 TU3151;                    North         East     Units Scale Factor Converg.
 TU3151;SPC HI 2     -    20,944.417   506,599.841   MT  0.99996720   +0 01 19.9
 TU3151;UTM  04      - 2,271,137.283   749,916.160   MT  1.00037197   +0 50 26.3
 TU3151
 TU3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3151!SPC HI 2     -   0.99995814  x   0.99996720  =   0.99992534
 TU3151!UTM  04      -   0.99995814  x   1.00037197  =   1.00033010
 TU3151
 TU3151:                Primary Azimuth Mark                     Grid Az
 TU3151:SPC HI 2     -  KANELOA                                  061 01 39.7
 TU3151:UTM  04      -  KANELOA                                  060 12 33.3
 TU3151
 TU3151|---------------------------------------------------------------------|
 TU3151| PID    Reference Object                     Distance      Geod. Az  |
 TU3151|                                                           dddmmss.s |
 TU3151| TU3147 KANELOA                             APPROX. 2.7 KM 0610259.6 |
 TU3151| CN5097 BLACK 2 RM 1                         10.350 METERS 14727     |
 TU3151| CN5098 BLACK 2 RM 2                          9.830 METERS 18934     |
 TU3151|---------------------------------------------------------------------|
 TU3151
 TU3151                          SUPERSEDED SURVEY CONTROL
 TU3151
 TU3151  NAD 83(1986)-  20 31 21.01975(N)    156 36 12.17632(W) AD(       ) 2
 TU3151  OLD HI      -  20 31 32.46860(N)    156 36 22.33800(W) AD(       ) 2
 TU3151
 TU3151.Superseded values are not recommended for survey control.
 TU3151.NGS no longer adjusts projects to the OLD HI datum.
 TU3151.See file dsdata.txt to determine how the superseded data were derived.
 TU3151
 TU3151_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4991671137(NAD 83)
 TU3151_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3151_SETTING: 66 = SET IN ROCK OUTCROP
 TU3151
 TU3151  HISTORY     - Date     Condition        Report By
 TU3151  HISTORY     - 1963     MONUMENTED       CGS
 TU3151
 TU3151                          STATION DESCRIPTION
 TU3151
 TU3151'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3151'STATION IS LOCATED ALONG THE CREST OF A NARROW-TOPPED, BRUSHY
 TU3151'RIDGE OF ABOUT 800 FEET ELEVATION, ABOUT MIDWAY ALONG THE SOUTH
 TU3151'COAST OF KAHOOLAWE ISLAND AND 1/4 MILE SOUTHWEST OF THE NORTH TIP
 TU3151'OF KAMOHIO BAY.
 TU3151'
 TU3151'STATION IS BEST REACHED BY MAKING SKIFF LANDING IN SMUGGLER COVE
 TU3151'AT WEST END OF THE ISLAND, THENCE PACKING EASTERLY ALONG OLD ROAD
 TU3151'FOR ABOUT 5 MILES, AND THEN SOUTHERLY, CROSS-COUNTRY, ABOUT 1 MILE
 TU3151'TO HEAD OF KAMOHIO BAY AND STATION.
 TU3151'
 TU3151'STATION MARK IS A STANDARD DISK STAMPED BLACK 2 1963, CEMENTED IN
 TU3151'A DRILL HOLE IN A 12 X 18-INCH EXPOSED SECTION OF BEDROCK FLUSH
 TU3151'WITH THE GROUND.  IT IS IN A SMALL CLEAR AREA, ABOUT 300 FEET
 TU3151'NORTH-NORTHEAST OF HIGHEST POINT OF RIDGE AND 50 FEET WEST OF EDGE
 TU3151'OF BLUFF.
 TU3151'
 TU3151'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLACK 2 NO 1
 TU3151'1963, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BEDROCK OUTCROP
 TU3151'THAT PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS AT THE NORTH EDGE
 TU3151'OF A CLUMP OF KEAWE BRUSH, 35 FEET WEST OF EDGE OF BLUFF, AND
 TU3151'ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU3151'
 TU3151'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLACK 2 NO 2
 TU3151'1963, CEMENTED IN A DRILL HOLE IN A 2-FOOT-DIAMETER, BEDROCK
 TU3151'OUTCROP THAT PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS SET ALONG
 TU3151'THE RIDGE-TOP TRAIL AT ABOUT SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1353 ***********************************************************************
 TU1353  DESIGNATION -  BLACK BEACON 3
 TU1353  PID         -  TU1353
 TU1353  STATE/COUNTY-  HI/HONOLULU
 TU1353  USGS QUAD   -  HONOLULU (1983)
 TU1353
 TU1353                         *CURRENT SURVEY CONTROL
 TU1353  ___________________________________________________________________
 TU1353* NAD 83(1993)-  21 17 40.47012(N)    157 52 21.64131(W)     ADJUSTED  
 TU1353* LOCAL TIDAL -                                                        
 TU1353  ___________________________________________________________________
 TU1353  EPOCH DATE  -        1993.62
 TU1353  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 TU1353  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1353
 TU1353  HORZ ORDER  -  THIRD
 TU1353
 TU1353.The horizontal coordinates were established by classical geodetic methods
 TU1353.and adjusted by the National Geodetic Survey in December 1998..
 TU1353.The horizontal coordinates are valid at the epoch date displayed above.
 TU1353.The epoch date for horizontal control is a decimal equivalence
 TU1353.of Year/Month/Day.
 TU1353
 TU1353
 TU1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1353
 TU1353.The geoid height was determined by GEOID03.
 TU1353
 TU1353;                    North         East     Units Scale Factor Converg.
 TU1353;SPC HI 3     -    14,167.209   513,211.434   MT  0.99999216   +0 02 46.5
 TU1353;UTM  04      - 2,355,167.443   616,935.399   MT  0.99976897   +0 24 34.0
 TU1353
 TU1353                          SUPERSEDED SURVEY CONTROL
 TU1353
 TU1353  NAD 83(1986)-  21 17 40.41940(N)    157 52 21.65158(W) AD(       ) 4
 TU1353  OLD HI      -  21 17 51.81500(N)    157 52 31.51000(W) AD(       ) 3
 TU1353
 TU1353.Superseded values are not recommended for survey control.
 TU1353.NGS no longer adjusts projects to the OLD HI datum.
 TU1353.See file dsdata.txt to determine how the superseded data were derived.
 TU1353
 TU1353_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1693555167(NAD 83)
 TU1353
 TU1353  HISTORY     - Date     Condition        Report By
 TU1353  HISTORY     - UNK      MONUMENTED
 TU1353  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1353  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1353  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1353
 TU1353                          STATION DESCRIPTION
 TU1353
 TU1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1353'STATION IS GONE.  THE U.S. COAST GUARD OFFICE IN HONOLULU HAS
 TU1353'NO RECORD OF THE DATE OF THE REMOVAL OF THE BEACON.
 TU1353
 TU1353                          STATION RECOVERY (1995)
 TU1353
 TU1353'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1353'MARK NOT FOUND.
 TU1353
 TU1353                          STATION RECOVERY (1999)
 TU1353
 TU1353'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1348 ***********************************************************************
 TU1348  DESIGNATION -  BLACK BEACON 5
 TU1348  PID         -  TU1348
 TU1348  STATE/COUNTY-  HI/HONOLULU
 TU1348  USGS QUAD   -  HONOLULU (1983)
 TU1348
 TU1348                         *CURRENT SURVEY CONTROL
 TU1348  ___________________________________________________________________
 TU1348* NAD 83(1993)-  21 17 49.01531(N)    157 52 17.91296(W)     ADJUSTED  
 TU1348* LOCAL TIDAL -                                                        
 TU1348  ___________________________________________________________________
 TU1348  EPOCH DATE  -        1993.62
 TU1348  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 TU1348  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1348
 TU1348  HORZ ORDER  -  THIRD
 TU1348
 TU1348.The horizontal coordinates were established by classical geodetic methods
 TU1348.and adjusted by the National Geodetic Survey in December 1998..
 TU1348.The horizontal coordinates are valid at the epoch date displayed above.
 TU1348.The epoch date for horizontal control is a decimal equivalence
 TU1348.of Year/Month/Day.
 TU1348
 TU1348
 TU1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1348
 TU1348.The geoid height was determined by GEOID03.
 TU1348
 TU1348;                    North         East     Units Scale Factor Converg.
 TU1348;SPC HI 3     -    14,430.108   513,318.683   MT  0.99999219   +0 02 47.8
 TU1348;UTM  04      - 2,355,430.958   617,040.956   MT  0.99976928   +0 24 35.5
 TU1348
 TU1348                          SUPERSEDED SURVEY CONTROL
 TU1348
 TU1348  NAD 83(1986)-  21 17 48.96450(N)    157 52 17.92325(W) AD(       ) 4
 TU1348  OLD HI      -  21 18 00.35900(N)    157 52 27.78100(W) AD(       ) 3
 TU1348
 TU1348.Superseded values are not recommended for survey control.
 TU1348.NGS no longer adjusts projects to the OLD HI datum.
 TU1348.See file dsdata.txt to determine how the superseded data were derived.
 TU1348
 TU1348_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1704155431(NAD 83)
 TU1348
 TU1348  HISTORY     - Date     Condition        Report By
 TU1348  HISTORY     - UNK      MONUMENTED
 TU1348  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1348  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1348  HISTORY     - 19990928 MARK NOT FOUND   USPSQD
 TU1348
 TU1348                          STATION DESCRIPTION
 TU1348
 TU1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1348'STATION IS GONE.  THE U.S. COAST GUARD OFFICE IN HONOLULU HAS
 TU1348'NO RECORD OF THE DATE OF THE REMOVAL OF THE BEACON.
 TU1348
 TU1348                          STATION RECOVERY (1995)
 TU1348
 TU1348'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1348'MARK NOT FOUND.
 TU1348
 TU1348                          STATION RECOVERY (1999)
 TU1348
 TU1348'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1322 ***********************************************************************
 TU1322  DESIGNATION -  BLACK BEACON 7
 TU1322  PID         -  TU1322
 TU1322  STATE/COUNTY-  HI/HONOLULU
 TU1322  USGS QUAD   -  HONOLULU (1983)
 TU1322
 TU1322                         *CURRENT SURVEY CONTROL
 TU1322  ___________________________________________________________________
 TU1322* NAD 83(1993)-  21 17 56.84716(N)    157 52 12.09886(W)     ADJUSTED  
 TU1322* LOCAL TIDAL -                                                        
 TU1322  ___________________________________________________________________
 TU1322  EPOCH DATE  -        1993.62
 TU1322  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 TU1322  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1322
 TU1322  HORZ ORDER  -  THIRD
 TU1322
 TU1322.The horizontal coordinates were established by classical geodetic methods
 TU1322.and adjusted by the National Geodetic Survey in December 1998..
 TU1322.The horizontal coordinates are valid at the epoch date displayed above.
 TU1322.The epoch date for horizontal control is a decimal equivalence
 TU1322.of Year/Month/Day.
 TU1322
 TU1322
 TU1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1322
 TU1322.The geoid height was determined by GEOID03.
 TU1322
 TU1322;                    North         East     Units Scale Factor Converg.
 TU1322;SPC HI 3     -    14,671.118   513,486.064   MT  0.99999225   +0 02 50.0
 TU1322;UTM  04      - 2,355,672.971   617,206.769   MT  0.99976976   +0 24 37.8
 TU1322
 TU1322                          SUPERSEDED SURVEY CONTROL
 TU1322
 TU1322  NAD 83(1986)-  21 17 56.79609(N)    157 52 12.10909(W) AD(       ) 4
 TU1322  OLD HI      -  21 18 08.18900(N)    157 52 21.96800(W) AD(       ) 3
 TU1322
 TU1322.Superseded values are not recommended for survey control.
 TU1322.NGS no longer adjusts projects to the OLD HI datum.
 TU1322.See file dsdata.txt to determine how the superseded data were derived.
 TU1322
 TU1322_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1720755673(NAD 83)
 TU1322
 TU1322  HISTORY     - Date     Condition        Report By
 TU1322  HISTORY     - UNK      MONUMENTED
 TU1322  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1322  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1322  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1322
 TU1322                          STATION DESCRIPTION
 TU1322
 TU1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1322'STATION IS GONE.  THE U.S. COAST GUARD OFFICE IN HONOLULU HAS
 TU1322'NO RECORD OF THE DATE OF THE REMOVAL OF THE BEACON.
 TU1322
 TU1322                          STATION RECOVERY (1995)
 TU1322
 TU1322'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1322'MARK NOT FOUND.
 TU1322
 TU1322                          STATION RECOVERY (1999)
 TU1322
 TU1322'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1975 ***********************************************************************
 TU1975  DESIGNATION -  BLACK FLAGPOLE
 TU1975  PID         -  TU1975
 TU1975  STATE/COUNTY-  HI/KAUAI
 TU1975  USGS QUAD   -  HANALEI (1996)
 TU1975
 TU1975                         *CURRENT SURVEY CONTROL
 TU1975  ___________________________________________________________________
 TU1975* NAD 83(1993)-  22 12 16.14675(N)    159 29 59.50454(W)     ADJUSTED  
 TU1975* LOCAL TIDAL -                                                        
 TU1975  ___________________________________________________________________
 TU1975  EPOCH DATE  -        1993.62
 TU1975  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 TU1975  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU1975
 TU1975  HORZ ORDER  -  THIRD
 TU1975
 TU1975.The horizontal coordinates were established by classical geodetic methods
 TU1975.and adjusted by the National Geodetic Survey in December 1998..
 TU1975.The horizontal coordinates are valid at the epoch date displayed above.
 TU1975.The epoch date for horizontal control is a decimal equivalence
 TU1975.of Year/Month/Day.
 TU1975
 TU1975
 TU1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1975
 TU1975.The geoid height was determined by GEOID03.
 TU1975
 TU1975;                    North         East     Units Scale Factor Converg.
 TU1975;SPC HI 4     -    41,097.433   500,014.191   MT  0.99999000   +0 00 00.2
 TU1975;UTM  04      - 2,455,545.822   448,477.612   MT  0.99963280   -0 11 20.1
 TU1975
 TU1975                          SUPERSEDED SURVEY CONTROL
 TU1975
 TU1975  NAD 83(1986)-  22 12 16.10442(N)    159 29 59.55492(W) AD(       ) 4
 TU1975  OLD HI      -  22 12 27.45000(N)    159 30 09.63000(W) AD(       ) 3
 TU1975
 TU1975.Superseded values are not recommended for survey control.
 TU1975.NGS no longer adjusts projects to the OLD HI datum.
 TU1975.See file dsdata.txt to determine how the superseded data were derived.
 TU1975
 TU1975_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4847855546(NAD 83)
 TU1975
 TU1975  HISTORY     - Date     Condition        Report By
 TU1975  HISTORY     - 1927     MONUMENTED       CGS
 TU1975  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1975  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 TU1975
 TU1975                          STATION DESCRIPTION
 TU1975
 TU1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1975'ON NORTH COAST OF KAUAI, ON EAST SIDE OF HANALEI BAY, A BLACK
 TU1975'JOINTED FLAGPOLE.
 TU1975
 TU1975                          STATION RECOVERY (1965)
 TU1975
 TU1975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1975'STATION IS GONE.  THERE ARE MODERN BEACH HOMES IN THIS SECTION
 TU1975'OF HANALEI NOW AND NO FLAGPOLES REMAINING.
 TU1975
 TU1975                          STATION RECOVERY (1997)
 TU1975
 TU1975'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1183 ***********************************************************************
 TU1183  DESIGNATION -  BLACK POINT DATUM POINT
 TU1183  PID         -  TU1183
 TU1183  STATE/COUNTY-  HI/HONOLULU
 TU1183  USGS QUAD   -  HONOLULU (1983)
 TU1183
 TU1183                         *CURRENT SURVEY CONTROL
 TU1183  ___________________________________________________________________
 TU1183* NAD 83(1993)-  21 15 44.07203(N)    157 46 51.51677(W)     ADJUSTED  
 TU1183* LOCAL TIDAL -                                                        
 TU1183  ___________________________________________________________________
 TU1183  EPOCH DATE  -        1993.62
 TU1183  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 TU1183  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU1183
 TU1183  HORZ ORDER  -  THIRD
 TU1183
 TU1183.The horizontal coordinates were established by classical geodetic methods
 TU1183.and adjusted by the National Geodetic Survey in December 1998..
 TU1183.The horizontal coordinates are valid at the epoch date displayed above.
 TU1183.The epoch date for horizontal control is a decimal equivalence
 TU1183.of Year/Month/Day.
 TU1183
 TU1183
 TU1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1183
 TU1183.The geoid height was determined by GEOID03.
 TU1183
 TU1183;                    North         East     Units Scale Factor Converg.
 TU1183;SPC HI 3     -    10,597.760   522,731.722   MT  0.99999638   +0 04 45.9
 TU1183;UTM  04      - 2,351,659.114   626,476.095   MT  0.99979767   +0 26 31.6
 TU1183
 TU1183                          SUPERSEDED SURVEY CONTROL
 TU1183
 TU1183  NAD 83(1986)-  21 15 44.02133(N)    157 46 51.52552(W) AD(       ) 4
 TU1183  OLD HI      -  21 15 55.41700(N)    157 47 01.40500(W) AD(       ) 3
 TU1183
 TU1183.Superseded values are not recommended for survey control.
 TU1183.NGS no longer adjusts projects to the OLD HI datum.
 TU1183.See file dsdata.txt to determine how the superseded data were derived.
 TU1183
 TU1183_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2647651659(NAD 83)
 TU1183
 TU1183  HISTORY     - Date     Condition        Report By
 TU1183  HISTORY     - 1925     MONUMENTED       CGS
 TU1183  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1183
 TU1183                          STATION DESCRIPTION
 TU1183
 TU1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1183'ON SOUTHEASTERN COAST OF OAHU, ON EDGE OF REEF EAST OF BLACK
 TU1183'POINT, A PAVILION BUILT OUT ON EDGE OF REEF.  HAS SIGN ON ONE
 TU1183'SIDE, WATERHOUSE TRUST CO.
 TU1183
 TU1183                          STATION RECOVERY (1964)
 TU1183
 TU1183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1183'STATION IS GONE.  THE SITE WAS VISITED BUT NO TRACE OF THE OLD
 TU1183'PAVILION REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0337 ***********************************************************************
 TU0337  DESIGNATION -  BLOW
 TU0337  PID         -  TU0337
 TU0337  STATE/COUNTY-  HI/HONOLULU
 TU0337  USGS QUAD   -  KOKO HEAD (1983)
 TU0337
 TU0337                         *CURRENT SURVEY CONTROL
 TU0337  ___________________________________________________________________
 TU0337* NAD 83(1993)-  21 17 12.35170(N)    157 40 08.12966(W)     ADJUSTED  
 TU0337* LOCAL TIDAL -         1.906  (meters)       6.25   (feet)  ADJ UNCH  
 TU0337  ___________________________________________________________________
 TU0337  EPOCH DATE  -        1993.62
 TU0337  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 TU0337  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU0337
 TU0337  HORZ ORDER  -  FIRST
 TU0337  VERT ORDER  -  FIRST     CLASS II
 TU0337
 TU0337.The horizontal coordinates were established by classical geodetic methods
 TU0337.and adjusted by the National Geodetic Survey in December 1998..
 TU0337.The horizontal coordinates are valid at the epoch date displayed above.
 TU0337.The epoch date for horizontal control is a decimal equivalence
 TU0337.of Year/Month/Day.
 TU0337
 TU0337.The orthometric height was key entered from printed documents
 TU0337.and not key verified.
 TU0337
 TU0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0337
 TU0337.The geoid height was determined by GEOID03.
 TU0337
 TU0337;                    North         East     Units Scale Factor Converg.
 TU0337;SPC HI 3     -    13,333.117   534,355.633   MT  1.00000458   +0 07 12.7
 TU0337;UTM  04      - 2,354,467.524   638,080.313   MT  0.99983561   +0 28 59.9
 TU0337
 TU0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0337!SPC HI 3     -   0.99999730  x   1.00000458  =   1.00000188
 TU0337!UTM  04      -   0.99999730  x   0.99983561  =   0.99983291
 TU0337
 TU0337:                Primary Azimuth Mark                     Grid Az
 TU0337:SPC HI 3     -  MAKAPUU POINT RM 3                       034 45 40.7
 TU0337:UTM  04      -  MAKAPUU POINT RM 3                       034 23 53.5
 TU0337
 TU0337|---------------------------------------------------------------------|
 TU0337| PID    Reference Object                     Distance      Geod. Az  |
 TU0337|                                                           dddmmss.s |
 TU0337| TU1011 MAKAPUU POINT RM 3                  APPROX. 2.9 KM 0345253.4 |
 TU0337| TU0339 BLOW RM 1                            39.176 METERS 06346     |
 TU0337| CJ9391 BLOW WM                              52.380 METERS 22457     |
 TU0337| TU1017 KOKO CRATER                         APPROX. 1.8 KM 2640437.2 |
 TU0337| TU0338 BLOW RM 2                            15.621 METERS 31723     |
 TU0337| TU1015 KOOLAU RNG NIKE SITE RADAR ANT      APPROX. 3.9 KM 3412601.1 |
 TU0337|---------------------------------------------------------------------|
 TU0337
 TU0337                          SUPERSEDED SURVEY CONTROL
 TU0337
 TU0337  NAD 83(1986)-  21 17 12.30139(N)    157 40 08.13760(W) AD(       ) 1
 TU0337  OLD HI      -  21 17 23.70416(N)    157 40 18.00568(W) AD(       ) 1
 TU0337
 TU0337.Superseded values are not recommended for survey control.
 TU0337.NGS no longer adjusts projects to the OLD HI datum.
 TU0337.See file dsdata.txt to determine how the superseded data were derived.
 TU0337
 TU0337_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3808054468(NAD 83)
 TU0337_MARKER: DS = TRIANGULATION STATION DISK
 TU0337_SETTING: 66 = SET IN ROCK OUTCROP
 TU0337_SP_SET: ROCK OUTCROP
 TU0337_STAMPING: BLOW 1931
 TU0337_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0337+STABILITY: POSITION/ELEVATION WELL
 TU0337
 TU0337  HISTORY     - Date     Condition        Report By
 TU0337  HISTORY     - 1931     MONUMENTED       CGS
 TU0337  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0337  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0337  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0337  HISTORY     - 1969     GOOD             NGS
 TU0337
 TU0337                          STATION DESCRIPTION
 TU0337
 TU0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU0337'ON THE SE SIDE OF OAHU, 1-1/2 MILES NE OF HANAUMA BAY, 1/2 MILE
 TU0337'NE OF THE BLOWHOLE, 126 METERS E OF A FENCE MARKING THE W BOUNDARY
 TU0337'OF A RANCH, 33 METERS S OF THE CENTER LINE OF A PAVED HIGHWAY, ON
 TU0337'A LOW, BLACK, ROCKY POINT, THE FIRST POINT E OF THE SAND BEACH E
 TU0337'OF THE BLOWHOLE.
 TU0337'
 TU0337'REFERENCE MARK IS ON THE HIGHEST ROCK IN THE VICINITY.
 TU0337'
 TU0337'STATION AND REFERENCE MARK ARE BRONZE DISKS SET IN DRILL HOLES
 TU0337'IN OUTCROPPING BEDROCK.
 TU0337'
 TU0337'WITNESS MARK IS A PIPE SET IN CONCRETE, EXTENDING 1-1/4 FEET.
 TU0337
 TU0337                          STATION RECOVERY (1963)
 TU0337
 TU0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0337'STATION MARK AND REFERENCE MARK WERE BOTH RECOVERED IN GOOD
 TU0337'CONDITION.  STATION MARK WAS UNDER SAND AND WAS LOCATED BY DISTANCE
 TU0337'AND ANGLE CHECK FROM THE REFERENCE MARK, THE ARROW OF WHICH POINTS
 TU0337'SEAWARD, ABOUT 90 DEGREES OFF FROM STATION MARK.  THE IRON PIPE
 TU0337'WITNESS MARK WAS SEARCHED FOR BY DISTANCE AND ANGLE, BUT WAS NOT
 TU0337'FOUND.  A NEW REFERENCE MARK, NUMBER TWO, WAS ESTABLISHED.  A
 TU0337'COMPLETE DESCRIPTION FOLLOWS--
 TU0337'
 TU0337'STATION IS LOCATED ON SOUTHEAST OAHU, ABOUT 1 MILE EAST OF KOKO
 TU0337'CRATER AND 1/2 MILE NORTHEAST OF THE BLOWHOLE, (ON THE FIRST BLACK
 TU0337'ROCK POINT NORTHEAST OF IT).
 TU0337'
 TU0337'TO REACH FROM THE POST OFFICE IN WAIMANALO, GO SOUTHERLY ON
 TU0337'KALANIANAOLE HIGHWAY FOR 5.4 MILES.  TAKE LEFT FORK, ONTO
 TU0337'HARD-SURFACED, BEACH ROAD, AND GO 0.2 MILE TO STATION ON LEFT.
 TU0337'
 TU0337'STATION MARK IS A STANDARD DISK, STAMPED BLOW 1931, CEMENTED IN
 TU0337'A DRILL HOLE IN LAVA ROCK ABOUT 4 INCHES BELOW SAND LEVEL.  IT IS
 TU0337'87 FEET SOUTHEAST OF EDGE OF OLD, WASHED-OUT ROAD, 135 FEET
 TU0337'SOUTHEAST OF CENTERLINE OF NEW BEACH ROAD, 30 INCHES EAST OF THE
 TU0337'EAST EDGE OF A 4-FOOT-DIAMETER PROMINENT BLACK ROCK OUTCROP THAT
 TU0337'PROJECTS 18 INCHES AND IS THE ONLY ROCK IN THE IMMEDIATE
 TU0337'VICINITY, 25 FEET NORTHWEST FROM EDGE OF BLACK BEDROCK
 TU0337'BEACH-LINE, AND 440 FEET EAST-NORTHEAST OF AN IRON PIN CEMENTED
 TU0337'IN A DRILL HOLE IN BEDROCK AT THE EXTREME WEST END OF THE
 TU0337'BLACK LAVA ROCK SECTION OF THE BEACH.  (THIS IRON PIN IS
 TU0337'BELIEVED TO BE THE MARKER OF THE CITY PARK BOUNDARY).
 TU0337'
 TU0337'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLOW 1931,
 TU0337'CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF A PROMINENT,
 TU0337'20-FOOT-DIAMETER BLACK ROCK OUTCROP THAT IS THE HIGHEST POINT ALONG
 TU0337'THE ROCK BEACH.  THE MARK IS ABOUT 3 FEET ABOVE MEAN HIGH WATER
 TU0337'LINE.  (THE ARROW POINTS 90 DEG OFF).
 TU0337'
 TU0337'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLOW NO 2
 TU0337'1931 1963, CEMENTED IN A DRILL HOLE IN A 3 X 5-FOOT, JAGGED-TOPPED
 TU0337'SECTION OF BLACK ROCK THAT PROJECTS FROM 2 TO 5 INCHES FROM THE
 TU0337'SAND.  IT IS 42 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD ROAD,
 TU0337'87 FEET SOUTHEAST OF THE CENTER LINE OF THE NEW ROAD, 2.5 FEET
 TU0337'HIGHER THAN STATION MARK, AND SET NEAR THE EAST END OF THE ROCK.
 TU0337
 TU0337                          STATION RECOVERY (1969)
 TU0337
 TU0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CS)
 TU0337'THE STATION, R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION AND ALL
 TU0337'LEVELED OVER IN 1969.
 TU0337'
 TU0337'TO REACH FROM THE POST OFFICE AT WAIMANALO, GO 5.35 MILES SOUTHEAST
 TU0337'ALONG STATE HIGHWAY 72, THENCE 0.2 MILE SOUTHWEST ALONG THE
 TU0337'SOUTHEAST ROAD THROUGH KOKO HEAD BEACH PARK.
 TU0337'
 TU0337'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 TU0337'BLOW 1931.  DIRECTLY SEAWARD FROM THE SOUTHWEST CORNER OF A PAVED
 TU0337'PARKING LOT, IN THE TOP OF A LAVA ROCK OUTCROP WHICH PROJECTS
 TU0337'ABOUT 1 FOOT ABOVE THE GROUND, 135.0 FEET SOUTHEAST OF THE CENTER
 TU0337'LINE OF THE ROAD, R.M. 1 IS A C AND GS REFERENCE MARK DISK,
 TU0337'STAMPED BLOW NO 1 1931.  IN THE TOP ALONG THE SOUTH EDGE OF A LAVA
 TU0337'ROCK OUTCROP, THE HIGHEST ROCK IN THE BEACH AREA, 129.5 FEET
 TU0337'NORTHEAST OF THE STATION.
 TU0337'
 TU0337'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED BLOW NO 2 1931
 TU0337'1963. IN THE TOP OF A LAVA OUTCROP, 51.3 FEET NORTHWEST OF THE
 TU0337'STATION.  NOTE--THE ARROW IS POINTING SEAWARD INSTEAD OF AT THE
 TU0337'STATION.
 TU0337'
 TU0337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0337'ABOUT 5-1/2 MILES SOUTHEAST OF WAIMANALO.
 TU0337
 TU0337                          STATION RECOVERY (1969)
 TU0337
 TU0337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0337'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 TU0337'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS
 TU0337'CHECKED THE 1963 DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 TU0337'
 TU0337'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF AINA HAINA, 5-1/4
 TU0337'MILES SOUTHEAST OF WAIMANALO, 3/4 MILE EAST OF KOKO HEAD CRATER
 TU0337'AND 50 FEET NORTH OF THE SHORE LINE OF THE OCEAN.
 TU0337'
 TU0337'TO REACH FROM THE TRAFFIC LIGHT AND INTERSECTION OF WEST HIND
 TU0337'DRIVE AND HIGHWAY 72 (KALANIANA HIGHWAY) IN AINA HAINA, GO EAST
 TU0337'ON THE HIGHWAY FOR 3.8 MILES TO LUNALILO HOME ROAD ON THE LEFT,
 TU0337'CONTINUE EAST ON THE HIGHWAY FOR 0.7 MILE TO THE TOP OF THE GRADE
 TU0337'AND SIDE ROAD ON THE RIGHT, CONTINUE ON THE HIGHWAY FOR 1.6 MILES
 TU0337'TO THE ENTRANCE TO THE BLOW HOLE PARKING LOT ON THE RIGHT,
 TU0337'CONTINUE EAST ON THE HIGHWAY FOR 0.8 MILES TO THE EAST ENTRANCE TO
 TU0337'A BEACH PARK ON THE RIGHT, TURN RIGHT FOR ABOUT 50 FEET THEN
 TU0337'RIGHT AGAIN AND FOLLOW PAVED ROAD WESTERLY FOR 0.2 MILE TO THE
 TU0337'SOUTHWEST END OF A PARKING AREA ON THE RIGHT AND THE STATION AS
 TU0337'DESCRIBED.
 TU0337'
 TU0337'STATION MARK IS A STANDARD DISK, STAMPED BLOW 1931, CEMENTED IN
 TU0337'A DRILL HOLE IN THE TOP OF THE LAVA ROCK WHICH FORMS THE SHORE
 TU0337'LINE.  IT IS FLUSH WITH THE SURFACE AND 118.0 FEET SOUTHEAST OF
 TU0337'THE SOUTHWEST CORNER OF A PAVED, PARKING AREA.
 TU0337'
 TU0337'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLOW NO 1 1931,
 TU0337'CEMENTED IN A DRILL HOLE IN LAVA ROCK WHICH PROJECTS ABOUT 5 FEET
 TU0337'AT THE HIGHEST POINT.  THE MARK IS ABOUT 5 FEET WEST AND 2 FEET
 TU0337'LOWER THAN THE HIGHEST POINT.  IT IS ABOUT THE SAME ELEVATION AS
 TU0337'THE STATION.
 TU0337'
 TU0337'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLOW NO 2 1931,
 TU0337'CEMENTED IN A DRILL HOLE IN LAVA ROCK WHICH IS FLUSH WITH THE
 TU0337'SURFACE.  IT IS 67.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 TU0337'PARKING LOT AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 TU0337'
 TU0337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0337'5-1/2 MILES EAST OF AINA HAINA.
 TU0337
 TU0337                          STATION RECOVERY (1969)
 TU0337
 TU0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0337'5.55 MI SW FROM WAIMANALO.
 TU0337'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0337'WAIMANALO, THENCE 0.2 MILE SOUTHWEST ALONG THE SOUTHEAST ROAD THROUGH
 TU0337'KOKO HEAD BEACH PARK, DIRECTLY SEAWARD FROM THE SOUTHWEST CORNER OF A
 TU0337'PAVED PARKING LOT WITH 9 PARKING SPACES, IN THE TOP OF A LAVA ROCK
 TU0337'OUTCROP WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 0.25 MILE
 TU0337'EAST-NORTHEAST OF THE REST ROOM BUILDINGS IN THE PARK, 135.0 FEET
 TU0337'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 117.0 FEET SOUTHEAST OF THE
 TU0337'SOUTHWEST CORNER OF THE PARKING LOT, 129.5 FEET SOUTHWEST OF R.M. 1,
 TU0337'51.3 FEET SOUTHEAST OF R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3142 ***********************************************************************
 TU3142  DESIGNATION -  BLOW 1904
 TU3142  PID         -  TU3142
 TU3142  STATE/COUNTY-  HI/MAUI
 TU3142  USGS QUAD   -  
 TU3142
 TU3142                         *CURRENT SURVEY CONTROL
 TU3142  ___________________________________________________________________
 TU3142* NAD 83(1993)-  20 33 35.28625(N)    156 33 55.90338(W)     ADJUSTED  
 TU3142* LOCAL TIDAL -       450.     (meters)    1476.     (feet)  SCALED    
 TU3142  ___________________________________________________________________
 TU3142  EPOCH DATE  -        1993.62
 TU3142  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 TU3142  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU3142
 TU3142  HORZ ORDER  -  THIRD
 TU3142
 TU3142.The horizontal coordinates were established by classical geodetic methods
 TU3142.and adjusted by the National Geodetic Survey in December 1998..
 TU3142.The horizontal coordinates are valid at the epoch date displayed above.
 TU3142.The epoch date for horizontal control is a decimal equivalence
 TU3142.of Year/Month/Day.
 TU3142
 TU3142.The orthometric height was scaled from a topographic map.
 TU3142
 TU3142.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3142
 TU3142.The geoid height was determined by GEOID03.
 TU3142
 TU3142;                    North         East     Units Scale Factor Converg.
 TU3142;SPC HI 2     -    25,074.730   510,545.527   MT  0.99996804   +0 02 07.9
 TU3142;UTM  04      - 2,275,325.328   753,804.011   MT  1.00039618   +0 51 19.5
 TU3142
 TU3142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3142!SPC HI 2     -   0.99992676  x   0.99996804  =   0.99989480
 TU3142!UTM  04      -   0.99992676  x   1.00039618  =   1.00032291
 TU3142
 TU3142:                Primary Azimuth Mark                     Grid Az
 TU3142:SPC HI 2     -  MOLOKINI 1883                            042 05 52.8
 TU3142:UTM  04      -  MOLOKINI 1883                            041 16 41.2
 TU3142
 TU3142|---------------------------------------------------------------------|
 TU3142| PID    Reference Object                     Distance      Geod. Az  |
 TU3142|                                                           dddmmss.s |
 TU3142| TU3131 MOLOKINI 1883                       APPROX.10.6 KM 0420800.7 |
 TU3142| TU2933 BIG                                 APPROX.14.4 KM 0552134.1 |
 TU3142| TU2921 END                                 APPROX.14.7 KM 0591455.1 |
 TU3142| TU2896 COCO                                APPROX.14.8 KM 0640057.2 |
 TU3142| TU2897 LAVA                                APPROX.14.2 KM 0665527.0 |
 TU3142| TU2899 BED                                 APPROX.13.9 KM 0690010.9 |
 TU3142| TU2905 LIGHTHOUSE                          APPROX.14.2 KM 0714857.8 |
 TU3142|---------------------------------------------------------------------|
 TU3142
 TU3142                          SUPERSEDED SURVEY CONTROL
 TU3142
 TU3142  NAD 83(1986)-  20 33 35.26969(N)    156 33 55.88404(W) AD(       ) 3
 TU3142  OLD HI      -  20 33 46.66100(N)    156 34 06.02700(W) AD(       ) 3
 TU3142
 TU3142.Superseded values are not recommended for survey control.
 TU3142.NGS no longer adjusts projects to the OLD HI datum.
 TU3142.See file dsdata.txt to determine how the superseded data were derived.
 TU3142
 TU3142_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5380475325(NAD 83)
 TU3142
 TU3142  HISTORY     - Date     Condition        Report By
 TU3142  HISTORY     - 1904     MONUMENTED       CGS
 TU3142  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU3142
 TU3142                          STATION DESCRIPTION
 TU3142
 TU3142'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3142'ON THE EASTERN END OF KAHOOLAWE ISLAND, ON A BARE RED HILL A
 TU3142'LITTLE SOUTH OF THE HIGHEST POINT OF THE ISLAND.  THE LEFT
 TU3142'TANGENT TO THE POINT ON OPPOSITE SIDE OF BECKS COVE BEARS
 TU3142'S. 57 DEG 30 MIN E. (MAG.).  MARKED BY BOTTLE BURIED NECK DOWN,
 TU3142'BOTTOM OF BOTTLE BEING ABOUT 1 FOOT BELOW SURFACE OF GROUND.
 TU3142
 TU3142                          STATION RECOVERY (1963)
 TU3142
 TU3142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3142'A ROCK CAIRN WITH 2X4 WOOD POLE WAS FOUND IN THE APPROXIMATE
 TU3142'LOCATION OF THE STATION.  THE BURIED BOTTLE MENTIONED IN THE
 TU3142'DESCRIPTION WAS SEARCHED FOR BUT NOT RECOVERED.  A NEW PERMANENT
 TU3142'MARKED STATION, BLOW 2, WAS ESTABLISHED ABOUT 0.1 OF A MILE
 TU3142'NORTH OF THE OLD STATION AS THE OLD LINE BETWEEN BLOW AND
 TU3142'KAHOOLAWE WOULD NOT SEE WITHOUT CONSTRUCTING A TOWER.  NO TIE
 TU3142'WAS MADE TO THE OLD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3141 ***********************************************************************
 TU3141  DESIGNATION -  BLOW 2
 TU3141  PID         -  TU3141
 TU3141  STATE/COUNTY-  HI/MAUI
 TU3141  USGS QUAD   -  
 TU3141
 TU3141                         *CURRENT SURVEY CONTROL
 TU3141  ___________________________________________________________________
 TU3141* NAD 83(1993)-  20 33 40.67832(N)    156 33 55.20268(W)     ADJUSTED  
 TU3141* LOCAL TIDAL -       448.6    (meters)    1472.     (feet)  VERT ANG  
 TU3141  ___________________________________________________________________
 TU3141  EPOCH DATE  -        1993.62
 TU3141  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 TU3141  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU3141
 TU3141  HORZ ORDER  -  SECOND
 TU3141
 TU3141.The horizontal coordinates were established by classical geodetic methods
 TU3141.and adjusted by the National Geodetic Survey in December 1998..
 TU3141.The horizontal coordinates are valid at the epoch date displayed above.
 TU3141.The epoch date for horizontal control is a decimal equivalence
 TU3141.of Year/Month/Day.
 TU3141
 TU3141.The orthometric height was determined by vertical angle observations.
 TU3141
 TU3141.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3141
 TU3141.The geoid height was determined by GEOID03.
 TU3141
 TU3141;                    North         East     Units Scale Factor Converg.
 TU3141;SPC HI 2     -    25,240.561   510,565.719   MT  0.99996805   +0 02 08.1
 TU3141;UTM  04      - 2,275,491.501   753,821.835   MT  1.00039629   +0 51 19.9
 TU3141
 TU3141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3141!SPC HI 2     -   0.99992698  x   0.99996805  =   0.99989503
 TU3141!UTM  04      -   0.99992698  x   1.00039629  =   1.00032324
 TU3141
 TU3141|---------------------------------------------------------------------|
 TU3141| PID    Reference Object                     Distance      Geod. Az  |
 TU3141|                                                           dddmmss.s |
 TU3141| CN5100 BLOW 2 RM 2                          18.872 METERS 02621     |
 TU3141| CN5099 BLOW 2 RM 1                          27.202 METERS 27954     |
 TU3141| TU3159 KAHOOLAWE 2                         APPROX. 2.3 KM 2802146.6 |
 TU3141|---------------------------------------------------------------------|
 TU3141
 TU3141                          SUPERSEDED SURVEY CONTROL
 TU3141
 TU3141  NAD 83(1986)-  20 33 40.65689(N)    156 33 55.19035(W) AD(       ) 2
 TU3141  OLD HI      -  20 33 52.11270(N)    156 34 05.34980(W) AD(       ) 2
 TU3141
 TU3141.Superseded values are not recommended for survey control.
 TU3141.NGS no longer adjusts projects to the OLD HI datum.
 TU3141.See file dsdata.txt to determine how the superseded data were derived.
 TU3141
 TU3141_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5382275492(NAD 83)
 TU3141_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3141_SETTING: 80 = SET IN A BOULDER
 TU3141_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3141
 TU3141  HISTORY     - Date     Condition        Report By
 TU3141  HISTORY     - 1963     MONUMENTED       CGS
 TU3141
 TU3141                          STATION DESCRIPTION
 TU3141
 TU3141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3141'STATION IS LOCATED ON THE EAST END OF KAHOOLAWE ISLAND, ON A BARE,
 TU3141'RED DIRT, FLAT-TOPPED HILL, ABOUT 1/4 MILE NORTH OF THE HIGHEST
 TU3141'POINT ON THE ISLAND AND SLIGHTLY LOWER.  IT IS ABOUT 1-1/2 MILES
 TU3141'AIRLINE WEST-SOUTHWEST OF THE NORTHWEST CORNER OF KANAPOU BAY, AND
 TU3141'2-1/2 MILES AIRLINE SOUTH-SOUTHWEST OF HAKIOAWA BAY.
 TU3141'
 TU3141'STATION WAS REACHED BY SMALL-BOAT LANDING IN HAKIOAWA BAY, OR COVE,
 TU3141'AND THENCE PROCEEDING ON FOOT SOUTHWESTERLY UP ALONG THE OPEN, RED
 TU3141'DIRT RIDGE ABOUT 2-1/2 MILES TO STATION.
 TU3141'
 TU3141'STATION MARK IS A STANDARD DISK STAMPED BLOW 2 1963, CEMENTED IN A
 TU3141'DRILL HOLE IN THE 8-INCH-SQUARE, EXPOSED SURFACE OF A BOULDER THAT
 TU3141'IS FLUSH WITH THE GROUND.  IT IS ABOUT 100 YARDS NORTHEAST OF THE
 TU3141'RIM OF AN OLD CRATER, AND 12 FEET NORTH OF A 6-FOOT LEDGE.
 TU3141'
 TU3141'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLOW 2 NO 1
 TU3141'1963, CEMENTED IN A DRILL HOLE IN A 12 X 16-INCH BOULDER FLUSH
 TU3141'WITH THE GROUND, SETTING IN THE CENTER OF A SCATTERING OF SMALL
 TU3141'BRUSH AND GRASS CLUMPS, AND IS ABOUT 2 FEET LOWER THAN THE
 TU3141'STATION.
 TU3141'
 TU3141'NOTE--THE ARROW ON THE DISK POINTS SOUTHERLY, AT ABOUT A 90-DEGREE
 TU3141'ANGLE TO THE STATION.
 TU3141'
 TU3141'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLOW 2 NO 2
 TU3141'1963, CEMENTED IN A DRILL HOLE IN A 10-INCH BOULDER FLUSH WITH THE
 TU3141'GROUND AND ABOUT 3 FEET LOWER THAN THE STATION.
 TU3141'
 TU3141'NOTE--THE ARROW ON THE DISK POINTS ON ABOUT A 30-DEGREE ANGLE TO
 TU3141'THE RIGHT OF THE STATION.
 TU3141'
 TU3141'STATION KAHOOLAWE 2 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0339 ***********************************************************************
 TU0339  DESIGNATION -  BLOW RM 1
 TU0339  PID         -  TU0339
 TU0339  STATE/COUNTY-  HI/HONOLULU
 TU0339  USGS QUAD   -  KOKO HEAD (1983)
 TU0339
 TU0339                         *CURRENT SURVEY CONTROL
 TU0339  ___________________________________________________________________
 TU0339* NAD 83(1986)-  21 17 12.     (N)    157 40 08.     (W)     SCALED    
 TU0339* LOCAL TIDAL -         1.879  (meters)       6.16   (feet)  ADJ UNCH  
 TU0339  ___________________________________________________________________
 TU0339  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU0339
 TU0339  VERT ORDER  -  FIRST     CLASS II
 TU0339
 TU0339.The horizontal coordinates were scaled from a topographic map and have
 TU0339.an estimated accuracy of +/- 6 seconds.
 TU0339
 TU0339.The orthometric height was key entered from printed documents
 TU0339.and not key verified.
 TU0339
 TU0339.The geoid height was determined by GEOID03.
 TU0339
 TU0339;                    North         East    Units  Estimated Accuracy
 TU0339;SPC HI 3     -    13,320.      534,360.      MT  (+/- 180 meters Scaled)
 TU0339
 TU0339                          SUPERSEDED SURVEY CONTROL
 TU0339
 TU0339.No superseded survey control is available for this station.
 TU0339
 TU0339_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ380544(NAD 83)
 TU0339_MARKER: DR = REFERENCE MARK DISK
 TU0339_SETTING: 66 = SET IN ROCK OUTCROP
 TU0339_SP_SET: ROCK OUTCROP
 TU0339_STAMPING: BLOW NO 1 1931
 TU0339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0339+STABILITY: POSITION/ELEVATION WELL
 TU0339
 TU0339  HISTORY     - Date     Condition        Report By
 TU0339  HISTORY     - 1931     MONUMENTED       CGS
 TU0339  HISTORY     - 1969     GOOD             NGS
 TU0339
 TU0339                          STATION DESCRIPTION
 TU0339
 TU0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0339'5.55 MI SE FROM WAIMANALO.
 TU0339'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0339'WAIMANALO, THENCE 0.2 MILE SOUTHWEST ALONG THE SOUTHEAST ROAD THROUGH
 TU0339'KOKO HEAD BEACH PARK, IN THE TOP AND ALONG THE SOUTH EDGE OF A
 TU0339'20-FOOT-DIAMETER LAVA ROCK OUTCROP WHICH IS THE HIGHEST ROCK IN THE
 TU0339'BEACH AREA, 129.5 FEET NORTHEAST OF THE STATION.  NOTE-- THE ARROW ON
 TU0339'THE DISK IS POINTING SEAWARD INSTEAD OF TOWARD THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0338 ***********************************************************************
 TU0338  DESIGNATION -  BLOW RM 2
 TU0338  PID         -  TU0338
 TU0338  STATE/COUNTY-  HI/HONOLULU
 TU0338  USGS QUAD   -  KOKO HEAD (1983)
 TU0338
 TU0338                         *CURRENT SURVEY CONTROL
 TU0338  ___________________________________________________________________
 TU0338* NAD 83(1986)-  21 17 12.     (N)    157 40 08.     (W)     SCALED    
 TU0338* LOCAL TIDAL -         2.655  (meters)       8.71   (feet)  ADJ UNCH  
 TU0338  ___________________________________________________________________
 TU0338  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU0338
 TU0338  VERT ORDER  -  FIRST     CLASS II
 TU0338
 TU0338.The horizontal coordinates were scaled from a topographic map and have
 TU0338.an estimated accuracy of +/- 6 seconds.
 TU0338
 TU0338.The orthometric height was key entered from printed documents
 TU0338.and not key verified.
 TU0338
 TU0338.The geoid height was determined by GEOID03.
 TU0338
 TU0338;                    North         East    Units  Estimated Accuracy
 TU0338;SPC HI 3     -    13,320.      534,360.      MT  (+/- 180 meters Scaled)
 TU0338
 TU0338                          SUPERSEDED SURVEY CONTROL
 TU0338
 TU0338.No superseded survey control is available for this station.
 TU0338
 TU0338_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ380544(NAD 83)
 TU0338_MARKER: DR = REFERENCE MARK DISK
 TU0338_SETTING: 66 = SET IN ROCK OUTCROP
 TU0338_SP_SET: ROCK OUTCROP
 TU0338_STAMPING: BLOW NO 2 1931 1963
 TU0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0338+STABILITY: POSITION/ELEVATION WELL
 TU0338
 TU0338  HISTORY     - Date     Condition        Report By
 TU0338  HISTORY     - 1963     MONUMENTED       CGS
 TU0338  HISTORY     - 1969     GOOD             NGS
 TU0338
 TU0338                          STATION DESCRIPTION
 TU0338
 TU0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0338'5.55 MI SE FROM WAIMANALO.
 TU0338'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0338'WAIMANALO, THENCE 0.2 MILE SOUTHWEST ALONG THE SOUTHEAST ROAD THROUGH
 TU0338'KOKO HEAD BEACH PARK, IN THE TOP OF A LAVA ROCK OUTCROP WHICH PROJECTS
 TU0338'ABOUT 1 FOOT ABOVE THE GROUND, 51.3 FEET NORTHWEST OF THE STATION.
 TU0338'NOTE-- THE DISK IS SLANTING.  ROD WAS HELD ON THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1874 ***********************************************************************
 TU1874  DESIGNATION -  BLUFF 1926
 TU1874  PID         -  TU1874
 TU1874  STATE/COUNTY-  HI/KAUAI
 TU1874  USGS QUAD   -  
 TU1874
 TU1874                         *CURRENT SURVEY CONTROL
 TU1874  ___________________________________________________________________
 TU1874* NAD 83(1993)-  21 51 02.46836(N)    160 10 00.86398(W)     ADJUSTED  
 TU1874* LOCAL TIDAL -        14.     (meters)      46.     (feet)  SCALED    
 TU1874  ___________________________________________________________________
 TU1874  EPOCH DATE  -        1993.62
 TU1874  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 TU1874  GEOID HEIGHT-          14.67  (meters)                     GEOID03
 TU1874
 TU1874  HORZ ORDER  -  THIRD
 TU1874
 TU1874.The horizontal coordinates were established by classical geodetic methods
 TU1874.and adjusted by the National Geodetic Survey in December 1998..
 TU1874.The horizontal coordinates are valid at the epoch date displayed above.
 TU1874.The epoch date for horizontal control is a decimal equivalence
 TU1874.of Year/Month/Day.
 TU1874
 TU1874.The orthometric height was scaled from a topographic map.
 TU1874
 TU1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1874
 TU1874.The geoid height was determined by GEOID03.
 TU1874
 TU1874;                    North         East     Units Scale Factor Converg.
 TU1874;SPC HI 5     -    20,375.876   499,975.192   MT  1.00000000   -0 00 00.3
 TU1874;UTM  04      - 2,416,757.156   379,419.158   MT  0.99977965   -0 26 03.7
 TU1874
 TU1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1874!SPC HI 5     -   0.99999549  x   1.00000000  =   0.99999549
 TU1874!UTM  04      -   0.99999549  x   0.99977965  =   0.99977515
 TU1874
 TU1874:                Primary Azimuth Mark                     Grid Az
 TU1874:SPC HI 5     -  KAWAIHOA HOA                             206 01 34.9
 TU1874:UTM  04      -  KAWAIHOA HOA                             206 27 38.3
 TU1874
 TU1874|---------------------------------------------------------------------|
 TU1874| PID    Reference Object                     Distance      Geod. Az  |
 TU1874|                                                           dddmmss.s |
 TU1874| TU1875 KAWAIHOA HOA                        APPROX. 8.6 KM 2060134.6 |
 TU1874|---------------------------------------------------------------------|
 TU1874
 TU1874                          SUPERSEDED SURVEY CONTROL
 TU1874
 TU1874  NAD 83(1986)-  21 51 02.41184(N)    160 10 00.88804(W) AD(       ) 3
 TU1874  OLD HI      -  21 51 13.71000(N)    160 10 10.91000(W) AD(       ) 3
 TU1874
 TU1874.Superseded values are not recommended for survey control.
 TU1874.NGS no longer adjusts projects to the OLD HI datum.
 TU1874.See file dsdata.txt to determine how the superseded data were derived.
 TU1874
 TU1874_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK7941916757(NAD 83)
 TU1874_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1874_SETTING: 66 = SET IN ROCK OUTCROP
 TU1874_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU1874
 TU1874  HISTORY     - Date     Condition        Report By
 TU1874  HISTORY     - 1926     MONUMENTED       CGS
 TU1874
 TU1874                          STATION DESCRIPTION
 TU1874
 TU1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1874'ON THE EAST SIDE OF NIIHAU ISLAND, NEAR THE SOUTH END (LOW PART
 TU1874'OF ISLAND), ON THE MOST NORTHERLY OF A SERIES OF LOW BUT
 TU1874'PROMINENT CLIFFS, APPROXIMATELY 5 MILES NORTH OF CAPE KAWAIHOA,
 TU1874'6-1/2 MILES SOUTHWEST FROM PUEO POINT, AND 3-1/2 MILES EAST OF
 TU1874'KAWAEWAE HILL.  THERE IS A DETACHED PINNACLE CLOSE TO THE
 TU1874'CLIFF CONTAINING THE STATION.  STATION MARKED ACCORDING TO NOTE
 TU1874'3, BY A STANDARD TRIANGULATION DISK SET IN CEMENT IN A
 TU1874'DEPRESSION OF THE BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0272 ***********************************************************************
 TU0272  DESIGNATION -  BM
 TU0272  PID         -  TU0272
 TU0272  STATE/COUNTY-  HI/HONOLULU
 TU0272  USGS QUAD   -  HONOLULU (1983)
 TU0272
 TU0272                         *CURRENT SURVEY CONTROL
 TU0272  ___________________________________________________________________
 TU0272* NAD 83(1986)-  21 20 06.     (N)    157 52 06.     (W)     SCALED    
 TU0272* LOCAL TIDAL -        27.261  (meters)      89.44   (feet)  ADJ UNCH  
 TU0272  ___________________________________________________________________
 TU0272  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU0272
 TU0272  VERT ORDER  -  SECOND    CLASS 0
 TU0272
 TU0272.The horizontal coordinates were scaled from a topographic map and have
 TU0272.an estimated accuracy of +/- 6 seconds.
 TU0272
 TU0272.The orthometric height was key entered from printed documents
 TU0272.and not key verified.
 TU0272
 TU0272.The geoid height was determined by GEOID03.
 TU0272
 TU0272;                    North         East    Units  Estimated Accuracy
 TU0272;SPC HI 3     -    18,640.      513,660.      MT  (+/- 180 meters Scaled)
 TU0272
 TU0272                          SUPERSEDED SURVEY CONTROL
 TU0272
 TU0272.No superseded survey control is available for this station.
 TU0272
 TU0272_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ173596(NAD 83)
 TU0272_MARKER: Z = SEE DESCRIPTION
 TU0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0272+STABILITY: SURFACE MOTION
 TU0272
 TU0272  HISTORY     - Date     Condition        Report By
 TU0272  HISTORY     - UNK      MONUMENTED
 TU0272  HISTORY     - 1973     GOOD             NGS
 TU0272
 TU0272                          STATION DESCRIPTION
 TU0272
 TU0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TU0272'1.75 MI NW FROM HONOLULU.
 TU0272'1.75 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0272'OF STATE HIGHWAY 61 AT HONOLULU, AT THE INTERSECTION OF NORTH SCHOOL
 TU0272'STREET AND MAKUAHINE STREET, IN THE CENTERLINE OF NORTH SCHOOL STREET.
 TU0272'IT IS SET IN A 3 INCH CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW THE
 TU0272'STREET SURFACE.  ACCESS TO THE MARK IS THROUGH A 7-INCH-DIAMETER, CAST
 TU0272'IRON COVER WITH THE WORDS STREET SURVEY EMBOSSED ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3249 ***********************************************************************
 TU3249  DESIGNATION -  BM 26 M
 TU3249  PID         -  TU3249
 TU3249  STATE/COUNTY-  HI/MAUI
 TU3249  USGS QUAD   -  
 TU3249
 TU3249                         *CURRENT SURVEY CONTROL
 TU3249  ___________________________________________________________________
 TU3249* NAD 83(1993)-  20 54 53.39766(N)    156 54 03.14823(W)     ADJUSTED  
 TU3249* LOCAL TIDAL -         3.94   (meters)      12.9    (feet)  LEVELING  
 TU3249  ___________________________________________________________________
 TU3249  EPOCH DATE  -        1993.62
 TU3249  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 TU3249  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU3249
 TU3249  HORZ ORDER  -  THIRD
 TU3249  VERT ORDER  -  THIRD ?
 TU3249
 TU3249.The horizontal coordinates were established by classical geodetic methods
 TU3249.and adjusted by the National Geodetic Survey in December 1998..
 TU3249.No horizontal observational check was made to the station.
 TU3249.The horizontal coordinates are valid at the epoch date displayed above.
 TU3249.The epoch date for horizontal control is a decimal equivalence
 TU3249.of Year/Month/Day.
 TU3249
 TU3249.The orthometric height was determined by differential leveling.
 TU3249.The vertical network tie was performed by a horz. field party for horz.
 TU3249.obs reductions. Reset procedures were used to establish the elevation.
 TU3249
 TU3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3249
 TU3249.The geoid height was determined by GEOID03.
 TU3249
 TU3249;                    North         East     Units Scale Factor Converg.
 TU3249;SPC HI 2     -    64,394.694   475,636.292   MT  0.99997400   -0 05 01.0
 TU3249;UTM  04      - 2,314,150.082   718,319.777   MT  1.00018906   +0 44 58.7
 TU3249
 TU3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3249!SPC HI 2     -   0.99999684  x   0.99997400  =   0.99997084
 TU3249!UTM  04      -   0.99999684  x   1.00018906  =   1.00018590
 TU3249
 TU3249                          SUPERSEDED SURVEY CONTROL
 TU3249
 TU3249  NAD 83(1986)-  20 54 53.35014(N)    156 54 03.11322(W) AD(       ) 3
 TU3249  OLD HI      -  20 55 04.74800(N)    156 54 13.15400(W) AD(       ) 3
 TU3249
 TU3249.Superseded values are not recommended for survey control.
 TU3249.NGS no longer adjusts projects to the OLD HI datum.
 TU3249.See file dsdata.txt to determine how the superseded data were derived.
 TU3249
 TU3249_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1832014150(NAD 83)
 TU3249
 TU3249  HISTORY     - Date     Condition        Report By
 TU3249  HISTORY     - 1962     MONUMENTED       USGS
 TU3249
 TU3249                          STATION DESCRIPTION
 TU3249
 TU3249'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 TU3249'SEE STATION GIL 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0281 ***********************************************************************
 TU0281  DESIGNATION -  BM 34
 TU0281  PID         -  TU0281
 TU0281  STATE/COUNTY-  HI/HONOLULU
 TU0281  USGS QUAD   -  HONOLULU (1983)
 TU0281
 TU0281                         *CURRENT SURVEY CONTROL
 TU0281  ___________________________________________________________________
 TU0281* NAD 83(1986)-  21 18 29.     (N)    157 51 50.     (W)     SCALED    
 TU0281* LOCAL TIDAL -         3.067  (meters)      10.06   (feet)  ADJ UNCH  
 TU0281  ___________________________________________________________________
 TU0281  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU0281
 TU0281  VERT ORDER  -  FIRST     CLASS II
 TU0281
 TU0281.The horizontal coordinates were scaled from a topographic map and have
 TU0281.an estimated accuracy of +/- 6 seconds.
 TU0281
 TU0281.The orthometric height was key entered from printed documents
 TU0281.and not key verified.
 TU0281
 TU0281.The geoid height was determined by GEOID03.
 TU0281
 TU0281;                    North         East    Units  Estimated Accuracy
 TU0281;SPC HI 3     -    15,660.      514,120.      MT  (+/- 180 meters Scaled)
 TU0281
 TU0281                          SUPERSEDED SURVEY CONTROL
 TU0281
 TU0281.No superseded survey control is available for this station.
 TU0281
 TU0281_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ178566(NAD 83)
 TU0281_MARKER: DD = SURVEY DISK
 TU0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0281_SP_SET: WALL
 TU0281_STAMPING: CITY BENCH MARK NO 34
 TU0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0281
 TU0281  HISTORY     - Date     Condition        Report By
 TU0281  HISTORY     - UNK      MONUMENTED
 TU0281  HISTORY     - 1969     GOOD             NGS
 TU0281
 TU0281                          STATION DESCRIPTION
 TU0281
 TU0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0281'IN HONOLULU.
 TU0281'AT HONOLULU, AT THE INTERSECTION OF FORT AND HALEKAUWILA STREETS, SET
 TU0281'VERTICALLY IN THE NORTHWEST FACE OF THE NORTHEAST WALL FOR THE STEPS
 TU0281'TO THE AMERICAN FACTORS BUILDING, 10.5 FEET SOUTHEAST OF THE SOUTHEAST
 TU0281'CURB OF FORT STREET, 22.1 FEET NORTHEAST OF THE NORTHEAST CURB OF
 TU0281'HALEKAUWILA STREET, 17.9 FEET NORTH OF BENCH MARK TIDAL 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0286 ***********************************************************************
 TU0286  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0286  DESIGNATION -  BM 8
 TU0286  PID         -  TU0286
 TU0286  STATE/COUNTY-  HI/HONOLULU
 TU0286  USGS QUAD   -  HONOLULU (1983)
 TU0286
 TU0286                         *CURRENT SURVEY CONTROL
 TU0286  ___________________________________________________________________
 TU0286* NAD 83(1986)-  21 18 19.     (N)    157 51 50.     (W)     SCALED    
 TU0286* LOCAL TIDAL -         2.426  (meters)       7.96   (feet)  ADJ UNCH  
 TU0286  ___________________________________________________________________
 TU0286  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU0286
 TU0286  VERT ORDER  -  FIRST     CLASS II
 TU0286
 TU0286.The horizontal coordinates were scaled from a topographic map and have
 TU0286.an estimated accuracy of +/- 6 seconds.
 TU0286
 TU0286.The orthometric height was key entered from printed documents
 TU0286.and not key verified.
 TU0286
 TU0286.This Tidal Bench Mark is designated as VM 23
 TU0286.by the Center for Operational Oceanographic Products and Services.
 TU0286
 TU0286.The geoid height was determined by GEOID03.
 TU0286
 TU0286;                    North         East    Units  Estimated Accuracy
 TU0286;SPC HI 3     -    15,350.      514,120.      MT  (+/- 180 meters Scaled)
 TU0286
 TU0286                          SUPERSEDED SURVEY CONTROL
 TU0286
 TU0286.No superseded survey control is available for this station.
 TU0286
 TU0286_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ178563(NAD 83)
 TU0286_MARKER: DD = SURVEY DISK
 TU0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0286_SP_SET: WALL
 TU0286_STAMPING: 8.06
 TU0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0286
 TU0286  HISTORY     - Date     Condition        Report By
 TU0286  HISTORY     - UNK      MONUMENTED       USGS
 TU0286  HISTORY     - 1969     GOOD             NGS
 TU0286  HISTORY     - 19990926 POOR             USPSQD
 TU0286
 TU0286                          STATION DESCRIPTION
 TU0286
 TU0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0286'IN HONOLULU.
 TU0286'AT HONOLULU, IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE SEA WALL
 TU0286'BETWEEN PIERS 5A AND 7, 98.5 FEET SOUTHEAST OF BENCH MARK TIDAL 10,
 TU0286'10.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF ALA MOANA STREET, 27.5
 TU0286'FEET NORTHEAST OF LIGHT POST NO. 5, 1.9 FEET NORTHWEST OF THE
 TU0286'SOUTHEAST END OF THE SEA WALL, AND ABOUT 1 1/2 FEET HIGHER THAN THE
 TU0286'SIDEWALK.
 TU0286
 TU0286                          STATION RECOVERY (1999)
 TU0286
 TU0286'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0286'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0270 ***********************************************************************
 TU0270  DESIGNATION -  BM 90.15
 TU0270  PID         -  TU0270
 TU0270  STATE/COUNTY-  HI/HONOLULU
 TU0270  USGS QUAD   -  HONOLULU (1983)
 TU0270
 TU0270                         *CURRENT SURVEY CONTROL
 TU0270  ___________________________________________________________________
 TU0270* NAD 83(1986)-  21 20 06.     (N)    157 52 08.     (W)     SCALED    
 TU0270* LOCAL TIDAL -        27.462  (meters)      90.10   (feet)  ADJ UNCH  
 TU0270  ___________________________________________________________________
 TU0270  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU0270
 TU0270  VERT ORDER  -  FIRST     CLASS II
 TU0270
 TU0270.The horizontal coordinates were scaled from a topographic map and have
 TU0270.an estimated accuracy of +/- 6 seconds.
 TU0270
 TU0270.The orthometric height was key entered from printed documents
 TU0270.and not key verified.
 TU0270
 TU0270.The geoid height was determined by GEOID03.
 TU0270
 TU0270;                    North         East    Units  Estimated Accuracy
 TU0270;SPC HI 3     -    18,640.      513,600.      MT  (+/- 180 meters Scaled)
 TU0270
 TU0270                          SUPERSEDED SURVEY CONTROL
 TU0270
 TU0270.No superseded survey control is available for this station.
 TU0270
 TU0270_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ172596(NAD 83)
 TU0270_MARKER: DB = BENCH MARK DISK
 TU0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0270_SP_SET: BASE
 TU0270_STAMPING: BM 90.15
 TU0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0270
 TU0270  HISTORY     - Date     Condition        Report By
 TU0270  HISTORY     - UNK      MONUMENTED       RBNF
 TU0270  HISTORY     - 1969     GOOD             NGS
 TU0270  HISTORY     - 1973     GOOD             NGS
 TU0270
 TU0270                          STATION DESCRIPTION
 TU0270
 TU0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0270'1.75 MI NW FROM HONOLULU.
 TU0270'1.75 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0270'OF STATE HIGHWAY 61 AT HONOLULU, AT THE JUNCTION OF MAKUAHINE STREET,
 TU0270'IN THE TOP OF THE CONCRETE BASE OF A FLAGPOLE AT KAPALAMA SCHOOL,
 TU0270'ACROSS THE STREET FROM KENNYS BURGER HOUSE, 78 FEET SOUTHWEST OF THE
 TU0270'CENTER LINE OF NORTH SCHOOL STREET, 56.0 FEET NORTHWEST OF THE
 TU0270'EXTENDED CENTER LINE OF MAKUAHINE STREET, 0.5 FOOT NORTHEAST OF THE
 TU0270'NORTHEAST EDGE OF THE FLAGPOLE, ABOUT 1 1/2 FEET LOWER THEN THE STREET
 TU0270'AND LEVEL WITH THE SIDEWALK.
 TU0270
 TU0270                          STATION RECOVERY (1973)
 TU0270
 TU0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TU0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0009 ***********************************************************************
 TU0009  DESIGNATION -  BM NORTH PAD
 TU0009  PID         -  TU0009
 TU0009  STATE/COUNTY-  HI/HAWAII
 TU0009  USGS QUAD   -  KA LAE (1982)
 TU0009
 TU0009                         *CURRENT SURVEY CONTROL
 TU0009  ___________________________________________________________________
 TU0009* NAD 83(1993)-  18 56 22.84458(N)    155 40 56.53004(W)     ADJUSTED  
 TU0009* LOCAL TIDAL -        96.462  (meters)     316.48   (feet)  ADJ UNCH  
 TU0009  ___________________________________________________________________
 TU0009  EPOCH DATE  -        1993.62
 TU0009  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 TU0009  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU0009
 TU0009  HORZ ORDER  -  SECOND
 TU0009  VERT ORDER  -  SECOND    CLASS 0
 TU0009
 TU0009.The horizontal coordinates were established by classical geodetic methods
 TU0009.and adjusted by the National Geodetic Survey in December 1998..
 TU0009.The horizontal coordinates are valid at the epoch date displayed above.
 TU0009.The epoch date for horizontal control is a decimal equivalence
 TU0009.of Year/Month/Day.
 TU0009
 TU0009.The orthometric height was key entered from printed documents
 TU0009.and not key verified.
 TU0009
 TU0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0009
 TU0009.The geoid height was determined by GEOID03.
 TU0009
 TU0009;                    North         East     Units Scale Factor Converg.
 TU0009;SPC HI 1     -    11,781.013   480,791.660   MT  0.99997123   -0 03 33.1
 TU0009;UTM  05      - 2,096,300.551   217,497.317   MT  1.00058668   -0 52 16.3
 TU0009
 TU0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0009!SPC HI 1     -   0.99998249  x   0.99997123  =   0.99995372
 TU0009!UTM  05      -   0.99998249  x   1.00058668  =   1.00056916
 TU0009
 TU0009                          SUPERSEDED SURVEY CONTROL
 TU0009
 TU0009  NAD 83(1986)-  18 56 22.83085(N)    155 40 56.58271(W) AD(       ) 2
 TU0009  OLD HI      -  18 56 33.62300(N)    155 41 06.60700(W) AD(       ) 2
 TU0009
 TU0009.Superseded values are not recommended for survey control.
 TU0009.NGS no longer adjusts projects to the OLD HI datum.
 TU0009.See file dsdata.txt to determine how the superseded data were derived.
 TU0009
 TU0009_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1749796301(NAD 83)
 TU0009_MARKER: DD = SURVEY DISK
 TU0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0009_SP_SET: CONCRETE SLAB
 TU0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0009
 TU0009  HISTORY     - Date     Condition        Report By
 TU0009  HISTORY     - UNK      MONUMENTED       DOD
 TU0009  HISTORY     - 1964     GOOD             NGS
 TU0009
 TU0009                          STATION DESCRIPTION
 TU0009
 TU0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0009'IN PMR S PT TRACKING FACILITY.
 TU0009'AT THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, 93
 TU0009'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OPERATIONS BUILDING, 91
 TU0009'FEET NORTHEAST OF A POWERLINE POLE, 53 FEET SOUTH OF THE SOUTH SIDE OF
 TU0009'THE SUPPLY BUILDING AND SET IN THE CENTER OF A 12-FOOT SQUARE CONCRETE
 TU0009'SLAB THAT PROJECTS 18 INCHES ABOVE THE SURFACE OF THE GROUND. THE MARK
 TU0009'IS 14 INCHES BELOW THE SURFACE OF THE CONCRETE SLAB AND MAY BE REACHED
 TU0009'BY MEANS OF A 6-INCH PIPE WITH A METAL COVER ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3440 ***********************************************************************
 TU3440  DESIGNATION -  BM NR MAUNA LOA
 TU3440  PID         -  TU3440
 TU3440  STATE/COUNTY-  HI/MAUI
 TU3440  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3440
 TU3440                         *CURRENT SURVEY CONTROL
 TU3440  ___________________________________________________________________
 TU3440* NAD 83(1993)-  21 08 32.02343(N)    157 09 25.35992(W)     ADJUSTED  
 TU3440* LOCAL TIDAL -       421.0    (meters)    1381.     (feet)  VERT ANG  
 TU3440  ___________________________________________________________________
 TU3440  EPOCH DATE  -        1993.62
 TU3440  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 TU3440  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU3440
 TU3440  HORZ ORDER  -  SECOND
 TU3440
 TU3440.The horizontal coordinates were established by classical geodetic methods
 TU3440.and adjusted by the National Geodetic Survey in December 1998..
 TU3440.The horizontal coordinates are valid at the epoch date displayed above.
 TU3440.The epoch date for horizontal control is a decimal equivalence
 TU3440.of Year/Month/Day.
 TU3440
 TU3440.The orthometric height was determined by vertical angle observations.
 TU3440
 TU3440.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3440
 TU3440.The geoid height was determined by GEOID03.
 TU3440
 TU3440;                    North         East     Units Scale Factor Converg.
 TU3440;SPC HI 2     -    89,631.397   449,064.918   MT  0.99999871   -0 10 36.8
 TU3440;UTM  04      - 2,338,999.033   691,378.734   MT  1.00005262   +0 39 53.7
 TU3440
 TU3440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3440!SPC HI 2     -   0.99993135  x   0.99999871  =   0.99993006
 TU3440!UTM  04      -   0.99993135  x   1.00005262  =   0.99998397
 TU3440
 TU3440                          SUPERSEDED SURVEY CONTROL
 TU3440
 TU3440  NAD 83(1986)-  21 08 31.97982(N)    157 09 25.31316(W) AD(       ) 2
 TU3440  OLD HI      -  21 08 43.43700(N)    157 09 35.44900(W) AD(       ) 2
 TU3440
 TU3440.Superseded values are not recommended for survey control.
 TU3440.NGS no longer adjusts projects to the OLD HI datum.
 TU3440.See file dsdata.txt to determine how the superseded data were derived.
 TU3440
 TU3440_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9137938999(NAD 83)
 TU3440
 TU3440  HISTORY     - Date     Condition        Report By
 TU3440  HISTORY     - 1962     MONUMENTED       CGS
 TU3440
 TU3440                          STATION DESCRIPTION
 TU3440
 TU3440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TU3440'SEE STATION MAUNA LOA HGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH8362 ***********************************************************************
 AH8362  DESIGNATION -  BM8739A
 AH8362  PID         -  AH8362
 AH8362  STATE/COUNTY-  HI/HAWAII
 AH8362  USGS QUAD   -  KA LAE (1982)
 AH8362
 AH8362                         *CURRENT SURVEY CONTROL
 AH8362  ___________________________________________________________________
 AH8362* NAD 83(1986)-  18 54 59.19394(N)    155 40 06.22349(W)     ADJUSTED  
 AH8362* LOCAL TIDAL -        19.2    (meters)      63.     (feet)  VERT ANG  
 AH8362  ___________________________________________________________________
 AH8362  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AH8362  GEOID HEIGHT-          14.27  (meters)                     GEOID03
 AH8362
 AH8362  HORZ ORDER  -  THIRD
 AH8362
 AH8362.The horizontal coordinates were established by classical geodetic methods
 AH8362.and adjusted by the National Geodetic Survey in August 2000..
 AH8362
 AH8362.The orthometric height was determined by vertical angle observations.
 AH8362
 AH8362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8362
 AH8362.The geoid height was determined by GEOID03.
 AH8362
 AH8362;                    North         East     Units Scale Factor Converg.
 AH8362;SPC HI 1     -     9,207.575   482,261.048   MT  0.99997055   -0 03 16.5
 AH8362;UTM  05      - 2,093,704.975   218,930.985   MT  1.00057669   -0 51 56.3
 AH8362
 AH8362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8362!SPC HI 1     -   0.99999474  x   0.99997055  =   0.99996529
 AH8362!UTM  05      -   0.99999474  x   1.00057669  =   1.00057143
 AH8362
 AH8362                          SUPERSEDED SURVEY CONTROL
 AH8362
 AH8362.No superseded survey control is available for this station.
 AH8362
 AH8362_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1893193705(NAD 83)
 AH8362_MARKER: DD = SURVEY DISK
 AH8362_SETTING: 0 = UNSPECIFIED SETTING
 AH8362_STAMPING: 8739A
 AH8362_MARK LOGO: NOS   
 AH8362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8362+STABILITY: POSITION/ELEVATION WELL
 AH8362
 AH8362  HISTORY     - Date     Condition        Report By
 AH8362  HISTORY     - 1979     MONUMENTED       NOS
 AH8362
 AH8362                          STATION DESCRIPTION
 AH8362
 AH8362'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (WLM)
 AH8362'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTHEAST OF SOUTH POINT ON
 AH8362'THE ISLAND OF HAWAII, ON THE EAST SIDE OF A SMALL INLET CONTAINING A
 AH8362'CONCRETE BOAT LAUNCHING RAMP. TO REACH FROM THE POST OFFICE IN
 AH8362'NAALEHU, GO WEST ON STATE HWY 11 FOR 5 MI (8.0 KM) TO THE SOUTH POINT
 AH8362'ROAD.  TURN LEFT ON THE SOUTH POINT ROAD AND CONTINUE SOUTH ON THE
 AH8362'NARROW PAVED ROAD FOR 10.4 MI (16.7 KM) TO A FORK ABOUT 1 MI (1.6 KM)
 AH8362'FROM THE SOUTH POINT LIGHT. CONTINUE STRAIGHT AT THE FORK FOR 0.6 MI
 AH8362'(1.0 KM) TO AN ABANDONED ARMY AIR FIELD AND AN ABRUPT RIGHT TURN.
 AH8362'TURN RIGHT AND GO 0.5 MI (0.8 KM) TO BEACH AND CONCRETE BOAT RAMP.
 AH8362'LEAVE CAR AND PROCEED ON FOOT ALONG THE EAST SIDE OF THE INLET FOR
 AH8362'ABOUT 200 FT (61.0 M) AND THE STATION. THE STATION IS SET IN A DRILL
 AH8362'HOLE IN LAVA, ABOUT 10 FT (3.0 M) ABOVE THE WATER LINE AND ABOUT ONE
 AH8362'HALF THE DISTANCE FROM THE ROAD TO A SMALL ROCKY POINT TO THE LEFT OF
 AH8362'THE INLET.  NO REFERENCE MARKS. STATION IS A TIDAL BENCH MARK FOR TIDE
 AH8362'STATION 161-8739.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3080 ***********************************************************************
 TU3080  DESIGNATION -  BOLD
 TU3080  PID         -  TU3080
 TU3080  STATE/COUNTY-  HI/MAUI
 TU3080  USGS QUAD   -  MAALAEA (1996)
 TU3080
 TU3080                         *CURRENT SURVEY CONTROL
 TU3080  ___________________________________________________________________
 TU3080* NAD 83(1993)-  20 46 41.94869(N)    156 31 23.89355(W)     ADJUSTED  
 TU3080* LOCAL TIDAL -        24.     (meters)      79.     (feet)  SCALED    
 TU3080  ___________________________________________________________________
 TU3080  EPOCH DATE  -        1993.62
 TU3080  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 TU3080  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU3080
 TU3080  HORZ ORDER  -  THIRD
 TU3080
 TU3080.The horizontal coordinates were established by classical geodetic methods
 TU3080.and adjusted by the National Geodetic Survey in December 1998..
 TU3080.The horizontal coordinates are valid at the epoch date displayed above.
 TU3080.The epoch date for horizontal control is a decimal equivalence
 TU3080.of Year/Month/Day.
 TU3080
 TU3080.The orthometric height was scaled from a topographic map.
 TU3080
 TU3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3080
 TU3080.The geoid height was determined by GEOID03.
 TU3080
 TU3080;                    North         East     Units Scale Factor Converg.
 TU3080;SPC HI 2     -    49,269.938   514,926.910   MT  0.99996942   +0 03 03.1
 TU3080;UTM  04      - 2,299,591.724   757,838.735   MT  1.00042167   +0 52 44.8
 TU3080
 TU3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3080!SPC HI 2     -   0.99999364  x   0.99996942  =   0.99996306
 TU3080!UTM  04      -   0.99999364  x   1.00042167  =   1.00041531
 TU3080
 TU3080:                Primary Azimuth Mark                     Grid Az
 TU3080:SPC HI 2     -  PUU OLAI 1879                            153 37 17.9
 TU3080:UTM  04      -  PUU OLAI 1879                            152 47 36.2
 TU3080
 TU3080|---------------------------------------------------------------------|
 TU3080| PID    Reference Object                     Distance      Geod. Az  |
 TU3080|                                                           dddmmss.s |
 TU3080| TU2931 PUU OLAI 1879                       APPROX.17.5 KM 1534021.0 |
 TU3080| TU3094 TOWER 1931                          100.704 METERS 15633     |
 TU3080|---------------------------------------------------------------------|
 TU3080
 TU3080                          SUPERSEDED SURVEY CONTROL
 TU3080
 TU3080  NAD 83(1986)-  20 46 41.91446(N)    156 31 23.87775(W) AD(       ) 3
 TU3080  OLD HI      -  20 46 53.46600(N)    156 31 34.05700(W) AD(       ) 3
 TU3080
 TU3080.Superseded values are not recommended for survey control.
 TU3080.NGS no longer adjusts projects to the OLD HI datum.
 TU3080.See file dsdata.txt to determine how the superseded data were derived.
 TU3080
 TU3080_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5783999592(NAD 83)
 TU3080
 TU3080  HISTORY     - Date     Condition        Report By
 TU3080  HISTORY     - UNK      MONUMENTED
 TU3080  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU3080  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3080
 TU3080                          STATION DESCRIPTION
 TU3080
 TU3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3080'A HYDROGRAPHIC SIGNAL OF 1900 NEAR SHORE OF MAALAEA BAY.  A LARGE
 TU3080'BOWLDER ABOUT 4 FEET HIGH LYING ABOVE THE GOVERNMENT ROAD ABOUT
 TU3080'100 METERS NORTHWEST OF MC GREGORS LIGHT.  THE BOWLDER IS BY FAR
 TU3080'THE LARGEST ISOLATED ROCK IN THIS VICINITY.
 TU3080
 TU3080                          STATION RECOVERY (1969)
 TU3080
 TU3080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3080'A LARGE BOULDER WAS FOUND IN THE VICINITY, AND APPEARS TO HAVE
 TU3080'BEEN WHITEWASHED ONCE.  THE POSITION WAS CHECKED BY TRAVERSE FROM
 TU3080'MC GREGOR POINT LIGHT, AND IT IS BELIEVED THIS IS THE OLD
 TU3080'STATION.  IT IS NOW HIDDEN BY KIAWE TREES, AND OF NO VALUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1860 ***********************************************************************
 TU1860  DESIGNATION -  BONE
 TU1860  PID         -  TU1860
 TU1860  STATE/COUNTY-  HI/KAUAI
 TU1860  USGS QUAD   -  KEKAHA (1983)
 TU1860
 TU1860                         *CURRENT SURVEY CONTROL
 TU1860  ___________________________________________________________________
 TU1860* NAD 83(1993)-  21 58 17.88908(N)    159 43 51.47642(W)     ADJUSTED  
 TU1860* LOCAL TIDAL -                                                        
 TU1860  ___________________________________________________________________
 TU1860  EPOCH DATE  -        1993.62
 TU1860  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 TU1860  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU1860
 TU1860  HORZ ORDER  -  THIRD
 TU1860
 TU1860.The horizontal coordinates were established by classical geodetic methods
 TU1860.and adjusted by the National Geodetic Survey in December 1998..
 TU1860.The horizontal coordinates are valid at the epoch date displayed above.
 TU1860.The epoch date for horizontal control is a decimal equivalence
 TU1860.of Year/Month/Day.
 TU1860
 TU1860
 TU1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1860
 TU1860.The geoid height was determined by GEOID03.
 TU1860
 TU1860;                    North         East     Units Scale Factor Converg.
 TU1860;SPC HI 4     -    15,331.930   476,145.440   MT  0.99999703   -0 05 11.1
 TU1860;UTM  04      - 2,429,867.570   424,532.627   MT  0.99967037   -0 16 24.6
 TU1860
 TU1860                          SUPERSEDED SURVEY CONTROL
 TU1860
 TU1860  NAD 83(1986)-  21 58 17.85322(N)    159 43 51.50053(W) AD(       ) 4
 TU1860  OLD HI      -  21 58 29.15000(N)    159 44 01.61000(W) AD(       ) 3
 TU1860
 TU1860.Superseded values are not recommended for survey control.
 TU1860.NGS no longer adjusts projects to the OLD HI datum.
 TU1860.See file dsdata.txt to determine how the superseded data were derived.
 TU1860
 TU1860_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2453329868(NAD 83)
 TU1860
 TU1860  HISTORY     - Date     Condition        Report By
 TU1860  HISTORY     - 1910     MONUMENTED       CGS
 TU1860  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1860  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1860
 TU1860                          STATION DESCRIPTION
 TU1860
 TU1860'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1860'ON SMALL DUNE, 1 MILE WEST OF KEKAHA, AND 2 METERS BACK FROM
 TU1860'HIGH-WATER MARK.  MARKED BY STAKE.
 TU1860
 TU1860                          STATION RECOVERY (1966)
 TU1860
 TU1860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1860'STATION WAS SEARCHED FOR BY INVERSE FROM A TRIAL POINT
 TU1860'ESTABLISHED NEARBY BUT COULD NOT BE FOUND AND IS BELIEVED
 TU1860'DESTROYED.  THE SAND RIDGE HAS RECEDED SEVERAL FEET INSHORE FROM
 TU1860'THE STATION POINT.
 TU1860
 TU1860                          STATION RECOVERY (2005)
 TU1860
 TU1860'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0697 ***********************************************************************
 TU0697  DESIGNATION -  BONHAM
 TU0697  PID         -  TU0697
 TU0697  STATE/COUNTY-  HI/KAUAI
 TU0697  USGS QUAD   -  KEKAHA (1983)
 TU0697
 TU0697                         *CURRENT SURVEY CONTROL
 TU0697  ___________________________________________________________________
 TU0697* NAD 83(1993)-  22 02 05.65562(N)    159 47 10.95574(W)     ADJUSTED  
 TU0697* LOCAL TIDAL -         8.405  (meters)      27.58   (feet)  ADJ UNCH  
 TU0697  ___________________________________________________________________
 TU0697  EPOCH DATE  -        1993.62
 TU0697  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 TU0697  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0697
 TU0697  HORZ ORDER  -  SECOND
 TU0697  VERT ORDER  -  SECOND    CLASS 0
 TU0697
 TU0697.The horizontal coordinates were established by classical geodetic methods
 TU0697.and adjusted by the National Geodetic Survey in December 1998..
 TU0697.The horizontal coordinates are valid at the epoch date displayed above.
 TU0697.The epoch date for horizontal control is a decimal equivalence
 TU0697.of Year/Month/Day.
 TU0697
 TU0697.The orthometric height was key entered from printed documents
 TU0697.and not key verified.
 TU0697
 TU0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0697
 TU0697.The geoid height was determined by GEOID03.
 TU0697
 TU0697;                    North         East     Units Scale Factor Converg.
 TU0697;SPC HI 4     -    22,347.330   470,435.586   MT  1.00000080   -0 06 26.8
 TU0697;UTM  04      - 2,436,899.330   418,847.579   MT  0.99968137   -0 17 42.2
 TU0697
 TU0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0697!SPC HI 4     -   0.99999614  x   1.00000080  =   0.99999694
 TU0697!UTM  04      -   0.99999614  x   0.99968137  =   0.99967751
 TU0697
 TU0697|---------------------------------------------------------------------|
 TU0697| PID    Reference Object                     Distance      Geod. Az  |
 TU0697|                                                           dddmmss.s |
 TU0697| TU0698 BONHAM RM 1                           5.553 METERS 00639     |
 TU0697| TU0710 SILVER                              426.931 METERS 1005627.8 |
 TU0697| TU2058 A POINT 1968                        410.964 METERS 1125836.5 |
 TU0697| TU0714 GMD TARGET ANT                      487.730 METERS 1165408.1 |
 TU0697| TU1868 KEKAHA AR TRAINING STA RAD MST      APPROX. 6.4 KM 1524439.8 |
 TU0697| TU0696 BONHAM RM 2                           3.322 METERS 20154     |
 TU0697|---------------------------------------------------------------------|
 TU0697
 TU0697                          SUPERSEDED SURVEY CONTROL
 TU0697
 TU0697  NAD 83(1986)-  22 02 05.62062(N)    159 47 10.98156(W) AD(       ) 2
 TU0697  OLD HI      -  22 02 16.89900(N)    159 47 21.02700(W) AD(       ) 2
 TU0697
 TU0697.Superseded values are not recommended for survey control.
 TU0697.NGS no longer adjusts projects to the OLD HI datum.
 TU0697.See file dsdata.txt to determine how the superseded data were derived.
 TU0697
 TU0697_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1884836899(NAD 83)
 TU0697_MARKER: DS = TRIANGULATION STATION DISK
 TU0697_SETTING: 80 = SET IN A BOULDER
 TU0697_SP_SET: BOULDER
 TU0697_STAMPING: BONHAM 1961
 TU0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0697+STABILITY: SURFACE MOTION
 TU0697
 TU0697  HISTORY     - Date     Condition        Report By
 TU0697  HISTORY     - 1961     MONUMENTED       CGS
 TU0697  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU0697  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU0697  HISTORY     - 1964     GOOD             NGS
 TU0697  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU0697  HISTORY     - 1966     GOOD             NGS
 TU0697  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0697  HISTORY     - 1983     GOOD             USPSQD
 TU0697
 TU0697                          STATION DESCRIPTION
 TU0697
 TU0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU0697'THE STATION IS LOCATED 6-1/2 MILES, AIR LINE, NORTHWEST OF KEKAHA,
 TU0697'1 MILE, AIR LINE, WEST OF MANA, 0.3 MILE NORTHWEST OF THE CONTROL
 TU0697'TOWER AT BONHAM AIR FORCE BASE, AND ON A SMALL SANDY RIDGE 50 FEET
 TU0697'EAST OF THE HIGH WATER LINE ON THE WEST COAST OF KAUAI ISLAND.
 TU0697'
 TU0697'TO REACH THE STATION FROM THE MAIN GATE AT BONHAM AIR FORCE BASE,
 TU0697'GO WEST AND SOUTH FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK
 TU0697'AND GO 0.55 MILE TO THE CONTROL TOWER ON THE RIGHT.  TURN RIGHT
 TU0697'AND GO WEST ACROSS THE LANDING FIELD.  TURN RIGHT AND FOLLOW THE
 TU0697'TRACK ROAD NORTH FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO
 TU0697'WEST FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTH FOR
 TU0697'ABOUT 200 FEET TO THE STATION.
 TU0697'
 TU0697'THE STATION MARK, A STANDARD DISK STAMPED BONHAM 1961, IS CEMENTED
 TU0697'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 INCHES ABOVE THE
 TU0697'GROUND.
 TU0697'
 TU0697'REFERENCE MARK 1, A STANDARD DISK STAMPED BONHAM NO 1 1961, IS
 TU0697'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES ABOVE
 TU0697'THE GROUND.
 TU0697'
 TU0697'REFERENCE MARK 2, A STANDARD DISK STAMPED BONHAM NO 2 1961, IS
 TU0697'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU0697'GROUND.
 TU0697
 TU0697                          STATION RECOVERY (1964)
 TU0697
 TU0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU0697'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0697'COMPLETE DESCRIPTION FOLLOWS--
 TU0697'
 TU0697'STATION IS LOCATED ON THE WEST TIP OF KAUAI ISLAND, ABOUT 9-1/2
 TU0697'MILES AIRLINE NORTHWEST OF WAIMEA VILLAGE AND 1 MILE WEST OF THE
 TU0697'OLD VILLAGE OF MANA.  ON THE LOW SAND RIDGE ALONG THE SHORELINE
 TU0697'AT THE WEST SIDE OF BONHAM AIRFIELD AND ABOUT 0.3 MILE
 TU0697'WEST-NORTHWEST OF THE CONTROL TOWER.
 TU0697'
 TU0697'TO REACH STATION FROM THE CONTROL TOWER, GO WESTERLY, CROSSING
 TU0697'THE RUNWAY, FOR 0.2 MILE.  TURN RIGHT AND FOLLOW TRACK ROAD
 TU0697'NORTHERLY FOR 0.1 MILE TO DIM SIDE ROAD LEFT.  TURN LEFT AND GO
 TU0697'0.1 MILE TO END OF ROAD IN SAND.  PACK NORTHERLY ABOUT 200 FEET
 TU0697'TO STATION.
 TU0697'
 TU0697'STATION MARK IS A STANDARD DISK STAMPED BONHAM 1961, CEMENTED IN
 TU0697'A DRILL HOLE IN A FLAT BOULDER THAT PROJECTS ABOUT 2 INCHES ABOVE
 TU0697'GROUND.  IT IS 42.5 FEET NORTH-NORTHEAST FROM A 20-FOOT POLE THAT
 TU0697'IS PAINTED ALTERNATE ORANGE AND WHITE.
 TU0697'
 TU0697'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BONHAM NO 1
 TU0697'1961, CEMENTED IN A DRILL HOLE IN A FLAT ROCK ABOUT FLUSH WITH
 TU0697'GROUND AND AT SAME ELEVATION AS STATION.
 TU0697'
 TU0697'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BONHAM NO 2
 TU0697'1961, CEMENTED IN A DRILL HOLE IN A SANDSTONE ROCK THAT IS FLUSH
 TU0697'WITH THE GROUND AND ABOUT 2 FEET LOWER THAN STATION.
 TU0697
 TU0697                          STATION RECOVERY (1964)
 TU0697
 TU0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0697'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 TU0697'NUMBER 2 WERE LOCATED AND FOUND IN GOOD CONDITION.  A NEW COMPLETE
 TU0697'DESCRIPTION FOLLOWS.
 TU0697'
 TU0697'THE STATION IS LOCATED ON THE WEST TIP OF KAUAI ISLAND, ABOUT
 TU0697'9.5 MILES NORTHWEST OF WAIMEA, 0.25 MILE WEST-NORTHWEST OF THE
 TU0697'CONTROL TOWER AND ON A LOW SAND RIDGE ALONG THE SHORELINE AT THE
 TU0697'WEST SIDE OF THE BONHAM AUXILIARY LANDING FIELD, AIRPORT.
 TU0697'
 TU0697'TO REACH THE STATION FROM THE CONTROL TOWER, GO WESTERLY,
 TU0697'CROSSING THE RUNWAY FOR 0.2 MILE.  TURN RIGHT AND FOLLOW A TRACK
 TU0697'ROAD NORTHERLY FOR 0.1 MILE TO A DIM SIDE ROAD LEFT.  TURN LEFT
 TU0697'AND GO WESTERLY FOR 0.1 MILE TO END OF TRUCK TRAVEL.  PACK
 TU0697'NORTHERLY ABOUT 200 FEET TO THE STATION.
 TU0697'
 TU0697'THE STATION MARK, A STANDARD DISK STAMPED BONHAM 1961, IS CEMENTED
 TU0697'IN A DRILL HOLE IN A FLAT BOULDER AND PROJECTING 2 INCHES ABOVE
 TU0697'THE GROUND.  IT IS ABOUT 45 FEET NORTH-NORTHEAST OF A TARGET POLE
 TU0697'AND ABOUT 25 FEET EAST OF THE HIGH WATER LINE.
 TU0697'
 TU0697'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED BONHAM NO 1 1961,
 TU0697'IS CEMENTED IN A DRILL HOLE IN A BOULDER 24 INCHES IN DIAMETER
 TU0697'AND PROJECTING 5 INCHES ABOVE THE GROUND.
 TU0697'
 TU0697'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED BONHAM NO 2 1961,
 TU0697'IS CEMENTED IN A DRILL HOLE IN A BOULDER 12 INCHES IN DIAMETER
 TU0697'AND FLUSH WITH THE GROUND.
 TU0697
 TU0697                          STATION RECOVERY (1964)
 TU0697
 TU0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TU0697'IN BONHAM A.L.F..
 TU0697'0.2 MILE WEST ACROSS THE RUNWAY FROM THE CONTROL TOWER AT BONHAM
 TU0697'AUXILIARY LANDING FIELD, THENCE 0.1 MILE NORTHERLY ALONG A TRACK ROAD,
 TU0697'THENCE 0.1 MILE WESTERLY ALONG A TRACK ROAD, ON THE TOP OF A LOW,
 TU0697'SANDY RIDGE, 45 FEET NORTH-NORTHWEST OF A RADAR TARGET POLE, 25 FEET
 TU0697'EAST OF THE HIGH TIDE MARK AND CEMENTED IN A DRILL HOLE IN A FLAT
 TU0697'BOULDER THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0697
 TU0697                          STATION RECOVERY (1965)
 TU0697
 TU0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU0697'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU0697'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 TU0697'DESCRIPTION FOLLOWS--
 TU0697'
 TU0697'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF KEKAHA, 1 MILE
 TU0697'WEST OF MANA, 0.3 MILE NORTHWEST OF THE CONTROL TOWER AT BONHAM
 TU0697'AUXILIARY LANDING FIELD AND ON A SANDY KNOLL AT THE WEST EDGE OF
 TU0697'BONHAM AUXILIARY LANDING FIELD.
 TU0697'
 TU0697'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND
 TU0697'55 IN KEKAHA, GO NORTHWEST ON STATE HIGHWAY 50 FOR 6.55 MILES TO
 TU0697'A FORK IN THE ROAD.  KEEP LEFT FORK FOR 0.4 MILE TO THE MAIN GATE
 TU0697'AT BONHAM AUXILIARY LANDING FIELD.  CONTINUE STRAIGHT AHEAD,
 TU0697'WESTERLY AND SOUTH, FOR 0.15 MILE TO A FORK.  KEEP THE RIGHT FORK
 TU0697'AND GO 0.55 MILE SOUTH TO THE CONTROL TOWER ON THE RIGHT.  TURN
 TU0697'RIGHT, WEST, AND CROSS THE LANDING FIELD TO A TRACK ROAD ALONG
 TU0697'THE WEST EDGE OF THE LANDING FIELD.  TURN RIGHT AND FOLLOW THE
 TU0697'TRACK ROAD NORTH FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND
 TU0697'GO WEST FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 TU0697'PACK NORTH FOR ABOUT 200 FEET TO THE TOP OF A SANDY KNOLL
 TU0697'AND THE STATION.
 TU0697'
 TU0697'THE STATION MARK, A STANDARD DISK STAMPED BONHAM 1961, IS CEMENTED
 TU0697'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 INCHES ABOVE THE
 TU0697'GROUND.  IT IS 42 FEET NORTH-NORTHEAST OF A WOODEN POLE AND ABOUT
 TU0697'60 FEET EAST OF THE HIGH WATER LINE OF THE PACIFIC OCEAN.
 TU0697'
 TU0697'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BONHAM NO 1 1961,
 TU0697'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5 INCHES
 TU0697'ABOVE THE GROUND.  IT IS ABOUT 60 FEET EAST OF THE HIGH WATER LINE
 TU0697'OF THE PACIFIC OCEAN AND ABOUT THE SAME ELEVATION AS THE STATION.
 TU0697'
 TU0697'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BONHAM NO 2 1961,
 TU0697'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU0697'GROUND.  IT IS 31.5 FEET NORTH-NORTHEAST OF A WOODEN POLE, ABOUT
 TU0697'55 FEET EAST OF THE HIGH WATER LINE OF THE PACIFIC OCEAN AND ABOUT
 TU0697'2 FEET LOWER THAN THE STATION.
 TU0697'
 TU0697'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 FEET.
 TU0697'
 TU0697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0697'6-1/2 MILES NORTHWEST OF KEKAHA.
 TU0697
 TU0697                          STATION RECOVERY (1966)
 TU0697
 TU0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0697'RECOVERED IN GOOD CONDITION.
 TU0697
 TU0697                          STATION RECOVERY (1968)
 TU0697
 TU0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0697'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU0697'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 TU0697'DESCRIPTION FOLLOWS.
 TU0697'
 TU0697'THE STATION IS LOCATED ON THE WEST EDGE OF BARKING SANDS PACIFIC
 TU0697'MISSILE RANGE FACILITY, 6-1/2 MILES NORTHWEST OF KEKAHA, 1 MILE
 TU0697'WEST OF MANA, 0.3 MILE NORTHWEST OF THE CONTROL TOWER AND ON A
 TU0697'LOW SANDY KNOLL.
 TU0697'
 TU0697'TO REACH THE STATION FROM THE MAIN GATE TO PACIFIC MISSILE RANGE
 TU0697'FACILITY, BARKING SANDS, GO NORTH ON NOHILI ROAD FOR 0.4 MILE TO
 TU0697'THE INTERSECTION OF KAIWA ROAD.  CONTINUE NORTH AND EAST ON KAIWA
 TU0697'ROAD FOR 0.15 MILE TO CROSSROAD.  TURN LEFT AND GO NORTH ON
 TU0697'KALANAMAHIKI PLACE NORTH FOR 0.55 MILE.  TURN LEFT AND GO WEST
 TU0697'ON PALAI OLANI ROAD FOR 0.3 MILE TO FORK.  TAKE LEFT FORK AND GO
 TU0697'SOUTH FOR 0.35 MILE TO OIO ROAD.  CONTINUE SOUTH ON OIO ROAD
 TU0697'WHICH PARALLELS THE WEST SIDE OF THE RUNWAY FOR 0.55 MILE TO A
 TU0697'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON TRACK ROAD FOR
 TU0697'0.1 MILE TO THE STATION.
 TU0697'
 TU0697'THE STATION MARK IS A STANDARD DISK, STAMPED BONHAM 1961,
 TU0697'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 4
 TU0697'INCHES ABOVE THE GROUND.  IT IS 42 FEET NORTH OF A WOODEN TARGET
 TU0697'POLE AND 124 FEET EAST OF THE HIGH WATER LINE OF THE PACIFIC
 TU0697'OCEAN.
 TU0697'
 TU0697'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED BONHAM NO 1
 TU0697'1961, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 5
 TU0697'INCHES ABOVE THE GROUND.  IT IS 122 FEET EAST OF THE HIGH WATER
 TU0697'LINE OF THE PACIFIC OCEAN AND 60 FEET NORTH OF A WOODEN TARGET
 TU0697'POLE.
 TU0697'
 TU0697'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED BONHAM NO 2
 TU0697'1961, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 TU0697'THE GROUND.  IT IS 123 FEET EAST OF THE HIGH WATER LINE OF THE
 TU0697'PACIFIC OCEAN AND 36.5 FEET NORTH OF A WOODEN TARGET POLE.
 TU0697'
 TU0697'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0697'ON BARKING SANDS PMRF.
 TU0697
 TU0697                          STATION RECOVERY (1983)
 TU0697
 TU0697'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0697'BONHAM 1961 RECOVERED GOOD.  STA FOUND AS DESCRIBED BY FLJ 1968
 TU0697'EXCEPT
 TU0697'OIO ROAD DOES NOT EXIST.  REF. MARKS NOT SEARCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0695 ***********************************************************************
 TU0695  DESIGNATION -  BONHAM AUX CON TOWER
 TU0695  PID         -  TU0695
 TU0695  STATE/COUNTY-  HI/KAUAI
 TU0695  USGS QUAD   -  KEKAHA (1983)
 TU0695
 TU0695                         *CURRENT SURVEY CONTROL
 TU0695  ___________________________________________________________________
 TU0695* NAD 83(1986)-  22 01 53.     (N)    159 47 05.     (W)     SCALED    
 TU0695* LOCAL TIDAL -        22.807  (meters)      74.83   (feet)  ADJ UNCH  
 TU0695  ___________________________________________________________________
 TU0695  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0695
 TU0695  VERT ORDER  -  SECOND    CLASS 0
 TU0695
 TU0695.The horizontal coordinates were scaled from a topographic map and have
 TU0695.an estimated accuracy of +/- 6 seconds.
 TU0695
 TU0695.The orthometric height was key entered from printed documents
 TU0695.and not key verified.
 TU0695
 TU0695.The geoid height was determined by GEOID03.
 TU0695
 TU0695;                    North         East    Units  Estimated Accuracy
 TU0695;SPC HI 4     -    21,960.      470,610.      MT  (+/- 180 meters Scaled)
 TU0695
 TU0695                          SUPERSEDED SURVEY CONTROL
 TU0695
 TU0695.No superseded survey control is available for this station.
 TU0695
 TU0695_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190365(NAD 83)
 TU0695_MARKER: Z = SEE DESCRIPTION
 TU0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0695_SP_SET: BUILDING
 TU0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0695
 TU0695  HISTORY     - Date     Condition        Report By
 TU0695  HISTORY     - UNK      MONUMENTED       CGS
 TU0695  HISTORY     - 1965     GOOD             NGS
 TU0695
 TU0695                          STATION DESCRIPTION
 TU0695
 TU0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0695'7.40 MI NW FROM KEKAHA.
 TU0695'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0695'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0695'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.45 MILE
 TU0695'WEST AND SOUTH ON AN OILED ROAD TO THE CONTROL TOWER, A 2 X 2 FOOT
 TU0695'STEEL PLATE WHICH PROJECTS 6 INCHES ABOVE THE APEX OF THE BONHAM
 TU0695'AUXILIARY LANDING FIELD CONTROL TOWER ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2050 ***********************************************************************
 TU2050  DESIGNATION -  BONHAM AUX LANDING FLD CONT TR
 TU2050  PID         -  TU2050
 TU2050  STATE/COUNTY-  HI/KAUAI
 TU2050  USGS QUAD   -  KEKAHA (1983)
 TU2050
 TU2050                         *CURRENT SURVEY CONTROL
 TU2050  ___________________________________________________________________
 TU2050* NAD 83(1993)-  22 01 52.40627(N)    159 47 04.58355(W)     ADJUSTED  
 TU2050* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU2050  ___________________________________________________________________
 TU2050  EPOCH DATE  -        1993.62
 TU2050  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 TU2050  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU2050
 TU2050  HORZ ORDER  -  THIRD
 TU2050
 TU2050.The horizontal coordinates were established by classical geodetic methods
 TU2050.and adjusted by the National Geodetic Survey in December 1998..
 TU2050.The horizontal coordinates are valid at the epoch date displayed above.
 TU2050.The epoch date for horizontal control is a decimal equivalence
 TU2050.of Year/Month/Day.
 TU2050
 TU2050.The orthometric height was scaled from a topographic map.
 TU2050
 TU2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2050
 TU2050.The geoid height was determined by GEOID03.
 TU2050
 TU2050;                    North         East     Units Scale Factor Converg.
 TU2050;SPC HI 4     -    21,939.458   470,617.561   MT  1.00000066   -0 06 24.3
 TU2050;UTM  04      - 2,436,490.995   419,028.160   MT  0.99968101   -0 17 39.6
 TU2050
 TU2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2050!SPC HI 4     -   0.99999668  x   1.00000066  =   0.99999734
 TU2050!UTM  04      -   0.99999668  x   0.99968101  =   0.99967769
 TU2050
 TU2050                          SUPERSEDED SURVEY CONTROL
 TU2050
 TU2050  NAD 83(1986)-  22 01 52.37118(N)    159 47 04.60934(W) AD(       ) 3
 TU2050  OLD HI      -  22 02 03.64810(N)    159 47 14.65400(W) AD(       ) 3
 TU2050
 TU2050.Superseded values are not recommended for survey control.
 TU2050.NGS no longer adjusts projects to the OLD HI datum.
 TU2050.See file dsdata.txt to determine how the superseded data were derived.
 TU2050
 TU2050_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1902836491(NAD 83)
 TU2050_MARKER: 58 = CONTROL TOWER
 TU2050
 TU2050  HISTORY     - Date     Condition        Report By
 TU2050  HISTORY     - 1964     FIRST OBSERVED   CGS
 TU2050  HISTORY     - 1966     GOOD             CGS
 TU2050  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2050
 TU2050                          STATION DESCRIPTION
 TU2050
 TU2050'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2050'THE OBJECT OBSERVED IS THE TOP OF A METAL ROD WHICH IS THE
 TU2050'HIGHEST POINT OF THE BONHAM AUXILIARY LANDING FIELD CONTROL
 TU2050'TOWER ON KAUAI ISLAND, HAWAII.
 TU2050'
 TU2050'THE TOWER IS OF STEEL CONSTRUCTION, PAINTED RED AND WHITE AND
 TU2050'IS APPROXIMATELY 100 FEET IN HEIGHT.
 TU2050
 TU2050                          STATION RECOVERY (1966)
 TU2050
 TU2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2050'STATION WAS RECOVERED.  IT IS A 4-LEGGED, SKELETON-STEEL
 TU2050'STRUCTURE, PAINTED ALTERNATE RED AND WHITE, ABOUT 100 FEET TALL,
 TU2050'LOCATED AT THE CENTER OF BONHAM AIRBASE.  OBJECT OBSERVED ON WAS
 TU2050'METAL ROD EXTENDING FROM CENTER OF TOP OF ROOF.
 TU2050
 TU2050                          STATION RECOVERY (1983)
 TU2050
 TU2050'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2050'TOWER REMOVED.  NEW TOWER IN DIFFERENT LOCATION.
 TU2050'
 TU2050'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0698 ***********************************************************************
 TU0698  DESIGNATION -  BONHAM RM 1
 TU0698  PID         -  TU0698
 TU0698  STATE/COUNTY-  HI/KAUAI
 TU0698  USGS QUAD   -  KEKAHA (1983)
 TU0698
 TU0698                         *CURRENT SURVEY CONTROL
 TU0698  ___________________________________________________________________
 TU0698* NAD 83(1986)-  22 02 06.     (N)    159 47 11.     (W)     SCALED    
 TU0698* LOCAL TIDAL -         8.249  (meters)      27.06   (feet)  ADJ UNCH  
 TU0698  ___________________________________________________________________
 TU0698  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0698
 TU0698  VERT ORDER  -  SECOND    CLASS 0
 TU0698
 TU0698.The horizontal coordinates were scaled from a topographic map and have
 TU0698.an estimated accuracy of +/- 6 seconds.
 TU0698
 TU0698.The orthometric height was key entered from printed documents
 TU0698.and not key verified.
 TU0698
 TU0698.The geoid height was determined by GEOID03.
 TU0698
 TU0698;                    North         East    Units  Estimated Accuracy
 TU0698;SPC HI 4     -    22,360.      470,430.      MT  (+/- 180 meters Scaled)
 TU0698
 TU0698                          SUPERSEDED SURVEY CONTROL
 TU0698
 TU0698.No superseded survey control is available for this station.
 TU0698
 TU0698_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK188369(NAD 83)
 TU0698_MARKER: DR = REFERENCE MARK DISK
 TU0698_SETTING: 80 = SET IN A BOULDER
 TU0698_SP_SET: BOULDER
 TU0698_STAMPING: BONHAM NO 1 1961
 TU0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0698+STABILITY: SURFACE MOTION
 TU0698
 TU0698  HISTORY     - Date     Condition        Report By
 TU0698  HISTORY     - 1961     MONUMENTED       CGS
 TU0698  HISTORY     - 1965     GOOD             NGS
 TU0698  HISTORY     - 1968     GOOD             NGS
 TU0698
 TU0698                          STATION DESCRIPTION
 TU0698
 TU0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0698'8.0 MI NW FROM KEKAHA.
 TU0698'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE INTERSECTION OF
 TU0698'STATE HIGHWAYS 55 AND 50 AT THE WEST EDGE OF THE SMALL TOWN OF KEKAHA,
 TU0698'THENCE 0.4 MILE WEST ALONG LEFT FORK TO THE MAIN GATE AT BONHAM
 TU0698'AUXILIARY LANDING FIELD, THENCE 0.7 MILE WEST ALONG AN ASPHALT ROAD TO
 TU0698'THE CONTROL TOWER, THENCE 0.35 MILE WEST ACROSS THE RUNWAY TO THE
 TU0698'MARK, 120 FEET EAST OF THE OCEAN AND 60 FEET NORTH OF A TARGET POLE.
 TU0698'THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 TU0698'1-1/2 FEET BY 2 FEET AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 TU0698
 TU0698                          STATION RECOVERY (1968)
 TU0698
 TU0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0696 ***********************************************************************
 TU0696  DESIGNATION -  BONHAM RM 2
 TU0696  PID         -  TU0696
 TU0696  STATE/COUNTY-  HI/KAUAI
 TU0696  USGS QUAD   -  KEKAHA (1983)
 TU0696
 TU0696                         *CURRENT SURVEY CONTROL
 TU0696  ___________________________________________________________________
 TU0696* NAD 83(1986)-  22 02 06.     (N)    159 47 11.     (W)     SCALED    
 TU0696* LOCAL TIDAL -         7.832  (meters)      25.70   (feet)  ADJ UNCH  
 TU0696  ___________________________________________________________________
 TU0696  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0696
 TU0696  VERT ORDER  -  SECOND    CLASS 0
 TU0696
 TU0696.The horizontal coordinates were scaled from a topographic map and have
 TU0696.an estimated accuracy of +/- 6 seconds.
 TU0696
 TU0696.The orthometric height was key entered from printed documents
 TU0696.and not key verified.
 TU0696
 TU0696.The geoid height was determined by GEOID03.
 TU0696
 TU0696;                    North         East    Units  Estimated Accuracy
 TU0696;SPC HI 4     -    22,360.      470,430.      MT  (+/- 180 meters Scaled)
 TU0696
 TU0696                          SUPERSEDED SURVEY CONTROL
 TU0696
 TU0696.No superseded survey control is available for this station.
 TU0696
 TU0696_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK188369(NAD 83)
 TU0696_MARKER: DR = REFERENCE MARK DISK
 TU0696_SETTING: 0 = UNSPECIFIED SETTING
 TU0696_STAMPING: BONHAM NO 2 1961
 TU0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0696
 TU0696  HISTORY     - Date     Condition        Report By
 TU0696  HISTORY     - 1961     MONUMENTED       CGS
 TU0696  HISTORY     - 1964     GOOD             NGS
 TU0696  HISTORY     - 1966     GOOD             NGS
 TU0696
 TU0696                          STATION DESCRIPTION
 TU0696
 TU0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0696'7.8 MI NW FROM KEKAHA.
 TU0696'0.2 MILE SOUTHWEST FROM THE POST OFFICE, THENCE RIGHT FOR 7.0 MILES,
 TU0696'THENCE LEFT FOR 0.2 MILE TO BONHAM, AUXILIARY LANDING FIELD MAIN GATE.
 TU0696'CONTINUE WEST FOR 0.7 MILE TO THE CONTROL TOWER, THENCE RIGHT (ACROSS
 TU0696'THE RUNWAY) FOR 0.05 MILE, THENCE RIGHT FOR 0.1 MILE, THENCE LEFT FOR
 TU0696'0.1 MILE, THENCE RIGHT FOR 0.1 MILE TO THE MARK.
 TU0696
 TU0696                          STATION RECOVERY (1966)
 TU0696
 TU0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1583 ***********************************************************************
 TU1583  DESIGNATION -  BORE
 TU1583  PID         -  TU1583
 TU1583  STATE/COUNTY-  HI/HONOLULU
 TU1583  USGS QUAD   -  KAENA (1983)
 TU1583
 TU1583                         *CURRENT SURVEY CONTROL
 TU1583  ___________________________________________________________________
 TU1583* NAD 83(1993)-  21 33 52.08522(N)    158 14 18.97830(W)     ADJUSTED  
 TU1583* LOCAL TIDAL -       394.2    (meters)    1293.     (feet)  VERT ANG  
 TU1583  ___________________________________________________________________
 TU1583  EPOCH DATE  -        1993.62
 TU1583  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 TU1583  GEOID HEIGHT-          14.75  (meters)                     GEOID03
 TU1583
 TU1583  HORZ ORDER  -  SECOND
 TU1583
 TU1583.The horizontal coordinates were established by classical geodetic methods
 TU1583.and adjusted by the National Geodetic Survey in December 1998..
 TU1583.The horizontal coordinates are valid at the epoch date displayed above.
 TU1583.The epoch date for horizontal control is a decimal equivalence
 TU1583.of Year/Month/Day.
 TU1583
 TU1583.The orthometric height was determined by vertical angle observations.
 TU1583
 TU1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1583
 TU1583.The geoid height was determined by GEOID03.
 TU1583
 TU1583;                    North         East     Units Scale Factor Converg.
 TU1583;SPC HI 3     -    44,063.772   475,286.797   MT  0.99999754   -0 05 15.7
 TU1583;UTM  04      - 2,384,813.481   578,831.245   MT  0.99967679   +0 16 47.5
 TU1583
 TU1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1583!SPC HI 3     -   0.99993573  x   0.99999754  =   0.99993327
 TU1583!UTM  04      -   0.99993573  x   0.99967679  =   0.99961254
 TU1583
 TU1583:                Primary Azimuth Mark                     Grid Az
 TU1583:SPC HI 3     -  KAENA ASTRO 1967                         150 00 34.4
 TU1583:UTM  04      -  KAENA ASTRO 1967                         149 38 31.2
 TU1583
 TU1583|---------------------------------------------------------------------|
 TU1583| PID    Reference Object                     Distance      Geod. Az  |
 TU1583|                                                           dddmmss.s |
 TU1583| TU1567 KAENA ASTRO 1967                    APPROX. 0.6 KM 1495518.7 |
 TU1583| TU1585 DEUCE 1960                          307.930 METERS 22725     |
 TU1583| CJ9392 BORE RM 1                             9.318 METERS 25527     |
 TU1583| TU1576 CACTUS                              APPROX. 0.7 KM 2614443.3 |
 TU1583| TU1588 ANGLE                               131.296 METERS 28252     |
 TU1583| CJ9393 BORE RM 2                             8.943 METERS 30943     |
 TU1583| TU1574 TREE                                481.693 METERS 3220114.6 |
 TU1583|---------------------------------------------------------------------|
 TU1583
 TU1583                          SUPERSEDED SURVEY CONTROL
 TU1583
 TU1583  NAD 83(1986)-  21 33 52.03416(N)    158 14 18.99009(W) AD(       ) 2
 TU1583
 TU1583.Superseded values are not recommended for survey control.
 TU1583.NGS no longer adjusts projects to the OLD HI datum.
 TU1583.See file dsdata.txt to determine how the superseded data were derived.
 TU1583
 TU1583_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7883184813(NAD 83)
 TU1583
 TU1583  HISTORY     - Date     Condition        Report By
 TU1583  HISTORY     - 1960     MONUMENTED       CGS
 TU1583  HISTORY     - 1965     GOOD             CGS
 TU1583
 TU1583                          STATION DESCRIPTION
 TU1583
 TU1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1583'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
 TU1583'1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1601 ***********************************************************************
 TU1601  DESIGNATION -  BOUNDARY MARK 1963
 TU1601  PID         -  TU1601
 TU1601  STATE/COUNTY-  HI/HONOLULU
 TU1601  USGS QUAD   -  
 TU1601
 TU1601                         *CURRENT SURVEY CONTROL
 TU1601  ___________________________________________________________________
 TU1601* NAD 83(1993)-  21 34 27.78952(N)    158 16 47.96765(W)     ADJUSTED  
 TU1601* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1601  ___________________________________________________________________
 TU1601  EPOCH DATE  -        1993.62
 TU1601  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 TU1601  GEOID HEIGHT-          14.42  (meters)                     GEOID03
 TU1601
 TU1601  HORZ ORDER  -  THIRD
 TU1601
 TU1601.The horizontal coordinates were established by classical geodetic methods
 TU1601.and adjusted by the National Geodetic Survey in December 1998..
 TU1601.No horizontal observational check was made to the station.
 TU1601.The horizontal coordinates are valid at the epoch date displayed above.
 TU1601.The epoch date for horizontal control is a decimal equivalence
 TU1601.of Year/Month/Day.
 TU1601
 TU1601.The orthometric height was scaled from a topographic map.
 TU1601
 TU1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1601
 TU1601.The geoid height was determined by GEOID03.
 TU1601
 TU1601;                    North         East     Units Scale Factor Converg.
 TU1601;SPC HI 3     -    45,169.051   471,002.254   MT  1.00000039   -0 06 10.6
 TU1601;UTM  04      - 2,385,890.894   574,541.099   MT  0.99966866   +0 15 53.2
 TU1601
 TU1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1601!SPC HI 3     -   0.99999742  x   1.00000039  =   0.99999781
 TU1601!UTM  04      -   0.99999742  x   0.99966866  =   0.99966608
 TU1601
 TU1601                          SUPERSEDED SURVEY CONTROL
 TU1601
 TU1601  NAD 83(1986)-  21 34 27.73897(N)    158 16 47.98070(W) AD(       ) 3
 TU1601  OLD HI      -  21 34 39.12500(N)    158 16 57.93700(W) AD(       ) 3
 TU1601
 TU1601.Superseded values are not recommended for survey control.
 TU1601.NGS no longer adjusts projects to the OLD HI datum.
 TU1601.See file dsdata.txt to determine how the superseded data were derived.
 TU1601
 TU1601_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7454185891(NAD 83)
 TU1601
 TU1601  HISTORY     - Date     Condition        Report By
 TU1601  HISTORY     - 1963     MONUMENTED       CGS
 TU1601
 TU1601                          STATION DESCRIPTION
 TU1601
 TU1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU1601'SEE STATION KAENA POINT LIGHT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1710 ***********************************************************************
 TU1710  DESIGNATION -  BOUNDARY MARKER 4
 TU1710  PID         -  TU1710
 TU1710  STATE/COUNTY-  HI/HONOLULU
 TU1710  USGS QUAD   -  WAIANAE (1983)
 TU1710
 TU1710                         *CURRENT SURVEY CONTROL
 TU1710  ___________________________________________________________________
 TU1710* NAD 83(1993)-  21 24 02.71007(N)    158 10 11.69475(W)     ADJUSTED  
 TU1710* LOCAL TIDAL -       262.     (meters)     860.     (feet)  SCALED    
 TU1710  ___________________________________________________________________
 TU1710  EPOCH DATE  -        1993.62
 TU1710  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 TU1710  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1710
 TU1710  HORZ ORDER  -  THIRD
 TU1710
 TU1710.The horizontal coordinates were established by classical geodetic methods
 TU1710.and adjusted by the National Geodetic Survey in December 1998..
 TU1710.No horizontal observational check was made to the station.
 TU1710.The horizontal coordinates are valid at the epoch date displayed above.
 TU1710.The epoch date for horizontal control is a decimal equivalence
 TU1710.of Year/Month/Day.
 TU1710
 TU1710.The orthometric height was scaled from a topographic map.
 TU1710
 TU1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1710
 TU1710.The geoid height was determined by GEOID03.
 TU1710
 TU1710;                    North         East     Units Scale Factor Converg.
 TU1710;SPC HI 3     -    25,927.462   482,381.590   MT  0.99999383   -0 03 43.2
 TU1710;UTM  04      - 2,366,728.528   586,039.574   MT  0.99969147   +0 18 10.5
 TU1710
 TU1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1710!SPC HI 3     -   0.99995642  x   0.99999383  =   0.99995025
 TU1710!UTM  04      -   0.99995642  x   0.99969147  =   0.99964790
 TU1710
 TU1710                          SUPERSEDED SURVEY CONTROL
 TU1710
 TU1710  NAD 83(1986)-  21 24 02.65845(N)    158 10 11.70620(W) AD(       ) 3
 TU1710  OLD HI      -  21 24 14.04480(N)    158 10 21.59767(W) AD(       ) 3
 TU1710
 TU1710.Superseded values are not recommended for survey control.
 TU1710.NGS no longer adjusts projects to the OLD HI datum.
 TU1710.See file dsdata.txt to determine how the superseded data were derived.
 TU1710
 TU1710_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8604066729(NAD 83)
 TU1710
 TU1710  HISTORY     - Date     Condition        Report By
 TU1710  HISTORY     - 1964     MONUMENTED       CGS
 TU1710
 TU1710                          STATION DESCRIPTION
 TU1710
 TU1710'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU1710'SEE STATION PUU O HULU MAKAI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2534 ***********************************************************************
 TU2534  DESIGNATION -  BOUNDARY MONUMENT 9 1948
 TU2534  PID         -  TU2534
 TU2534  STATE/COUNTY-  HI/HAWAII
 TU2534  USGS QUAD   -  HONAUNAU (1996)
 TU2534
 TU2534                         *CURRENT SURVEY CONTROL
 TU2534  ___________________________________________________________________
 TU2534* NAD 83(1993)-  19 27 54.57115(N)    155 55 08.25221(W)     ADJUSTED  
 TU2534* LOCAL TIDAL -        12.     (meters)      39.     (feet)  SCALED    
 TU2534  ___________________________________________________________________
 TU2534  EPOCH DATE  -        1993.62
 TU2534  LAPLACE CORR-          25.00  (seconds)                    DEFLEC99
 TU2534  GEOID HEIGHT-          20.16  (meters)                     GEOID03
 TU2534
 TU2534  HORZ ORDER  -  SECOND
 TU2534
 TU2534.The horizontal coordinates were established by classical geodetic methods
 TU2534.and adjusted by the National Geodetic Survey in December 1998..
 TU2534.The horizontal coordinates are valid at the epoch date displayed above.
 TU2534.The epoch date for horizontal control is a decimal equivalence
 TU2534.of Year/Month/Day.
 TU2534
 TU2534.The orthometric height was scaled from a topographic map.
 TU2534
 TU2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2534
 TU2534.The geoid height was determined by GEOID03.
 TU2534
 TU2534;                    North         East     Units Scale Factor Converg.
 TU2534;SPC HI 1     -    69,990.451   456,012.154   MT  0.99999057   -0 08 22.6
 TU2534;UTM  05      - 2,154,900.463   193,539.800   MT  1.00076107   -0 58 24.4
 TU2534;UTM  04      - 2,155,197.871   823,489.642   MT  1.00089372   +1 01 39.4
 TU2534
 TU2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2534!SPC HI 1     -   0.99999494  x   0.99999057  =   0.99998551
 TU2534!UTM  05      -   0.99999494  x   1.00076107  =   1.00075601
 TU2534!UTM  04      -   0.99999494  x   1.00089372  =   1.00088866
 TU2534
 TU2534                          SUPERSEDED SURVEY CONTROL
 TU2534
 TU2534  NAD 83(1986)-  19 27 54.56878(N)    155 55 08.28739(W) AD(       ) 2
 TU2534  OLD HI      -  19 28 05.43700(N)    155 55 18.32300(W) AD(       ) 2
 TU2534
 TU2534.Superseded values are not recommended for survey control.
 TU2534.NGS no longer adjusts projects to the OLD HI datum.
 TU2534.See file dsdata.txt to determine how the superseded data were derived.
 TU2534
 TU2534_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9354054900(NAD 83)
 TU2534
 TU2534  HISTORY     - Date     Condition        Report By
 TU2534  HISTORY     - 1948     MONUMENTED       CGS
 TU2534  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2534
 TU2534                          STATION DESCRIPTION
 TU2534
 TU2534'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2534'SEE STATION KEEI NORTH BASE
 TU2534
 TU2534                          STATION RECOVERY (1968)
 TU2534
 TU2534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2534'STATION WAS RECOVERED IN GOOD CONDITION, ALTHOUGH A POWER POLE
 TU2534'HAS BEEN SET DIRECTLY ON LINE WITH STATION KEEI NORTH BASE.
 TU2534'
 TU2534'LOCATED ABOUT 3 MILES NORTHWEST OF HONAUNAU AND 1/2-MILE SOUTH
 TU2534'OF NAPOOPOO BAY, ALONG EAST SIDE OF MACADAM ROAD, ON TOP OF
 TU2534'STONE WALL, 51.5 FEET SOUTHEAST OF POWER POLE NO. 2 AND 138.76
 TU2534'FEET FROM STATION KEEI NORTH BASE, IN AZIMUTH 132 DEG 46 MIN 44
 TU2534'SEC.
 TU2534'
 TU2534'THE MARK IS A 1-INCH IRON PIPE PROJECTING 1 FOOT FROM THE CENTER
 TU2534'OF A 12-INCH CONCRETE MOUND WITH 9 INSCRIBED IN IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1977 ***********************************************************************
 TU1977  DESIGNATION -  BRIDGE
 TU1977  PID         -  TU1977
 TU1977  STATE/COUNTY-  HI/KAUAI
 TU1977  USGS QUAD   -  HANALEI (1996)
 TU1977
 TU1977                         *CURRENT SURVEY CONTROL
 TU1977  ___________________________________________________________________
 TU1977* NAD 83(1993)-  22 12 26.10370(N)    159 30 59.96195(W)     ADJUSTED  
 TU1977* LOCAL TIDAL -                                                        
 TU1977  ___________________________________________________________________
 TU1977  EPOCH DATE  -        1993.62
 TU1977  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 TU1977  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU1977
 TU1977  HORZ ORDER  -  THIRD
 TU1977
 TU1977.The horizontal coordinates were established by classical geodetic methods
 TU1977.and adjusted by the National Geodetic Survey in December 1998..
 TU1977.The horizontal coordinates are valid at the epoch date displayed above.
 TU1977.The epoch date for horizontal control is a decimal equivalence
 TU1977.of Year/Month/Day.
 TU1977
 TU1977
 TU1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1977
 TU1977.The geoid height was determined by GEOID03.
 TU1977
 TU1977;                    North         East     Units Scale Factor Converg.
 TU1977;SPC HI 4     -    41,403.792   498,282.583   MT  0.99999004   -0 00 22.7
 TU1977;UTM  04      - 2,455,857.780   446,747.640   MT  0.99963504   -0 11 43.0
 TU1977
 TU1977                          SUPERSEDED SURVEY CONTROL
 TU1977
 TU1977  NAD 83(1986)-  22 12 26.05842(N)    159 31 00.00455(W) AD(       ) 4
 TU1977  OLD HI      -  22 12 37.41000(N)    159 31 10.10000(W) AD(       ) 3
 TU1977
 TU1977.Superseded values are not recommended for survey control.
 TU1977.NGS no longer adjusts projects to the OLD HI datum.
 TU1977.See file dsdata.txt to determine how the superseded data were derived.
 TU1977
 TU1977_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4674855858(NAD 83)
 TU1977
 TU1977  HISTORY     - Date     Condition        Report By
 TU1977  HISTORY     - UNK      MONUMENTED
 TU1977  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1977
 TU1977                          STATION DESCRIPTION
 TU1977
 TU1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1977'STATION IS GONE.  THE BEACH IS WORN AWAY IN THIS VICINITY UNTIL
 TU1977'IT IS AT THE EDGE OF THE PAVED ROAD AND A ROW OF LARGE BOULDERS
 TU1977'HAS BEEN PLACED TO PREVENT FURTHER EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2590 ***********************************************************************
 TU2590  DESIGNATION -  BRIGHT
 TU2590  PID         -  TU2590
 TU2590  STATE/COUNTY-  HI/HAWAII
 TU2590  USGS QUAD   -  KAILUA (1996)
 TU2590
 TU2590                         *CURRENT SURVEY CONTROL
 TU2590  ___________________________________________________________________
 TU2590* NAD 83(1993)-  19 37 50.22280(N)    155 57 44.23976(W)     ADJUSTED  
 TU2590* LOCAL TIDAL -                                                        
 TU2590  ___________________________________________________________________
 TU2590  EPOCH DATE  -        1993.62
 TU2590  LAPLACE CORR-          24.43  (seconds)                    DEFLEC99
 TU2590  GEOID HEIGHT-          20.06  (meters)                     GEOID03
 TU2590
 TU2590  HORZ ORDER  -  THIRD
 TU2590
 TU2590.The horizontal coordinates were established by classical geodetic methods
 TU2590.and adjusted by the National Geodetic Survey in December 1998..
 TU2590.The horizontal coordinates are valid at the epoch date displayed above.
 TU2590.The epoch date for horizontal control is a decimal equivalence
 TU2590.of Year/Month/Day.
 TU2590
 TU2590
 TU2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2590
 TU2590.The geoid height was determined by GEOID03.
 TU2590
 TU2590;                    North         East     Units Scale Factor Converg.
 TU2590;SPC HI 1     -    88,318.038   451,512.185   MT  0.99999572   -0 09 19.1
 TU2590;UTM  05      - 2,173,306.270   189,304.807   MT  1.00079336   -0 59 45.6
 TU2590;UTM  04      - 2,173,445.651   818,611.462   MT  1.00085496   +1 01 17.0
 TU2590
 TU2590                          SUPERSEDED SURVEY CONTROL
 TU2590
 TU2590  NAD 83(1986)-  19 37 50.22017(N)    155 57 44.27001(W) AD(       ) 4
 TU2590  OLD HI      -  19 38 01.12900(N)    155 57 54.29900(W) AD(       ) 3
 TU2590
 TU2590.Superseded values are not recommended for survey control.
 TU2590.NGS no longer adjusts projects to the OLD HI datum.
 TU2590.See file dsdata.txt to determine how the superseded data were derived.
 TU2590
 TU2590_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8930573306(NAD 83)
 TU2590
 TU2590  HISTORY     - Date     Condition        Report By
 TU2590  HISTORY     - 1928     MONUMENTED       CGS
 TU2590  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2590
 TU2590                          STATION DESCRIPTION
 TU2590
 TU2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2590'ON WEST COAST OF HAWAII ISLAND, KONA DISTRICT, WEST OF KAILUA
 TU2590'BAY, A WHITE HOUSE TO THE SOUTHWARD OF STATION STACK.  IT
 TU2590'HAS A PORCH ON ITS NORTHEAST SIDE AND SHOWS PROMINENTLY FROM
 TU2590'OFFSHORE.
 TU2590
 TU2590                          STATION RECOVERY (1967)
 TU2590
 TU2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2590'A SEARCH WAS MADE BUT NO OLD HOUSE FOUND IN THIS AREA.  STATION
 TU2590'IS BELIEVED TO BE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2284 ***********************************************************************
 TU2284  DESIGNATION -  BRONZE DISK FOR POINTS OF INTEREST
 TU2284  PID         -  TU2284
 TU2284  STATE/COUNTY-  HI/HAWAII
 TU2284  USGS QUAD   -  PUU ULAULA (1982)
 TU2284
 TU2284                         *CURRENT SURVEY CONTROL
 TU2284  ___________________________________________________________________
 TU2284* NAD 83(1993)-  19 31 48.21457(N)    155 27 49.69092(W)     ADJUSTED  
 TU2284* LOCAL TIDAL -      3076.6    (meters)   10094.     (feet)  VERT ANG  
 TU2284  ___________________________________________________________________
 TU2284  EPOCH DATE  -        1993.62
 TU2284  LAPLACE CORR-         -10.41  (seconds)                    DEFLEC99
 TU2284  GEOID HEIGHT-          27.17  (meters)                     GEOID03
 TU2284
 TU2284  HORZ ORDER  -  SECOND
 TU2284
 TU2284.The horizontal coordinates were established by classical geodetic methods
 TU2284.and adjusted by the National Geodetic Survey in December 1998..
 TU2284.The horizontal coordinates are valid at the epoch date displayed above.
 TU2284.The epoch date for horizontal control is a decimal equivalence
 TU2284.of Year/Month/Day.
 TU2284
 TU2284.The orthometric height was determined by vertical angle observations.
 TU2284
 TU2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2284
 TU2284.The geoid height was determined by GEOID03.
 TU2284
 TU2284;                    North         East     Units Scale Factor Converg.
 TU2284;SPC HI 1     -    77,121.430   503,798.895   MT  0.99996684   +0 00 43.6
 TU2284;UTM  05      - 2,161,338.227   241,454.837   MT  1.00042633   -0 49 26.8
 TU2284
 TU2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2284!SPC HI 1     -   0.99951234  x   0.99996684  =   0.99947919
 TU2284!UTM  05      -   0.99951234  x   1.00042633  =   0.99993846
 TU2284
 TU2284                          SUPERSEDED SURVEY CONTROL
 TU2284
 TU2284  NAD 83(1986)-  19 31 48.19792(N)    155 27 49.73194(W) AD(       ) 2
 TU2284  OLD HI      -  19 31 59.11900(N)    155 27 59.73300(W) AD(       ) 2
 TU2284
 TU2284.Superseded values are not recommended for survey control.
 TU2284.NGS no longer adjusts projects to the OLD HI datum.
 TU2284.See file dsdata.txt to determine how the superseded data were derived.
 TU2284
 TU2284_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4145561338(NAD 83)
 TU2284
 TU2284  HISTORY     - Date     Condition        Report By
 TU2284  HISTORY     - 1949     MONUMENTED       CGS
 TU2284
 TU2284                          STATION DESCRIPTION
 TU2284
 TU2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 TU2284'SEE STATION PUU ULAULA 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1799 ***********************************************************************
 TU1799  DESIGNATION -  BRY
 TU1799  PID         -  TU1799
 TU1799  STATE/COUNTY-  HI/KAUAI
 TU1799  USGS QUAD   -  HANAPEPE (1996)
 TU1799
 TU1799                         *CURRENT SURVEY CONTROL
 TU1799  ___________________________________________________________________
 TU1799* NAD 83(1993)-  21 53 14.73464(N)    159 33 03.97124(W)     ADJUSTED  
 TU1799* LOCAL TIDAL -                                                        
 TU1799  ___________________________________________________________________
 TU1799  EPOCH DATE  -        1993.62
 TU1799  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 TU1799  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1799
 TU1799  HORZ ORDER  -  THIRD
 TU1799
 TU1799.The horizontal coordinates were established by classical geodetic methods
 TU1799.and adjusted by the National Geodetic Survey in December 1998..
 TU1799.The horizontal coordinates are valid at the epoch date displayed above.
 TU1799.The epoch date for horizontal control is a decimal equivalence
 TU1799.of Year/Month/Day.
 TU1799
 TU1799
 TU1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1799
 TU1799.The geoid height was determined by GEOID03.
 TU1799
 TU1799;                    North         East     Units Scale Factor Converg.
 TU1799;SPC HI 4     -     5,990.444   494,718.879   MT  0.99999034   -0 01 08.6
 TU1799;UTM  04      - 2,420,468.780   443,069.245   MT  0.99964005   -0 12 19.6
 TU1799
 TU1799                          SUPERSEDED SURVEY CONTROL
 TU1799
 TU1799  NAD 83(1986)-  21 53 14.71095(N)    159 33 03.98535(W) AD(       ) 4
 TU1799  OLD HI      -  21 53 25.99000(N)    159 33 14.07000(W) AD(       ) 3
 TU1799
 TU1799.Superseded values are not recommended for survey control.
 TU1799.NGS no longer adjusts projects to the OLD HI datum.
 TU1799.See file dsdata.txt to determine how the superseded data were derived.
 TU1799
 TU1799_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4306920469(NAD 83)
 TU1799
 TU1799  HISTORY     - Date     Condition        Report By
 TU1799  HISTORY     - 1910     MONUMENTED       CGS
 TU1799  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1799  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1799
 TU1799                          STATION DESCRIPTION
 TU1799
 TU1799'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1799'ON A LOW ROCKY POINT 1-1/2 MILES WEST OF NOMILO.
 TU1799
 TU1799                          STATION RECOVERY (1965)
 TU1799
 TU1799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1799'STATION IS GONE.
 TU1799
 TU1799                          STATION RECOVERY (2005)
 TU1799
 TU1799'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1799'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2053 ***********************************************************************
 TU2053  DESIGNATION -  BULL
 TU2053  PID         -  TU2053
 TU2053  STATE/COUNTY-  HI/KAUAI
 TU2053  USGS QUAD   -  KEKAHA (1983)
 TU2053
 TU2053                         *CURRENT SURVEY CONTROL
 TU2053  ___________________________________________________________________
 TU2053* NAD 83(1993)-  22 02 32.23562(N)    159 47 06.82336(W)     ADJUSTED  
 TU2053* LOCAL TIDAL -                                                        
 TU2053  ___________________________________________________________________
 TU2053  EPOCH DATE  -        1993.62
 TU2053  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 TU2053  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU2053
 TU2053  HORZ ORDER  -  THIRD
 TU2053
 TU2053.The horizontal coordinates were established by classical geodetic methods
 TU2053.and adjusted by the National Geodetic Survey in December 1998..
 TU2053.The horizontal coordinates are valid at the epoch date displayed above.
 TU2053.The epoch date for horizontal control is a decimal equivalence
 TU2053.of Year/Month/Day.
 TU2053
 TU2053
 TU2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2053
 TU2053.The geoid height was determined by GEOID03.
 TU2053
 TU2053;                    North         East     Units Scale Factor Converg.
 TU2053;SPC HI 4     -    23,164.670   470,555.617   MT  1.00000071   -0 06 25.4
 TU2053;UTM  04      - 2,437,716.011   418,970.247   MT  0.99968112   -0 17 40.9
 TU2053
 TU2053                          SUPERSEDED SURVEY CONTROL
 TU2053
 TU2053  NAD 83(1986)-  22 02 32.19978(N)    159 47 06.84919(W) AD(       ) 4
 TU2053  OLD HI      -  22 02 43.48000(N)    159 47 16.91000(W) AD(       ) 3
 TU2053
 TU2053.Superseded values are not recommended for survey control.
 TU2053.NGS no longer adjusts projects to the OLD HI datum.
 TU2053.See file dsdata.txt to determine how the superseded data were derived.
 TU2053
 TU2053_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1897037716(NAD 83)
 TU2053
 TU2053  HISTORY     - Date     Condition        Report By
 TU2053  HISTORY     - 1910     MONUMENTED       CGS
 TU2053  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2053
 TU2053                          STATION DESCRIPTION
 TU2053
 TU2053'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2053'ON A SAND HILL 1 KILOMETER NORTH OF STATION MANA, 30 METERS
 TU2053'BACK FROM AND 15 FEET ABOVE HIGH-WATER MARK.  MARKED BY STAKE.
 TU2053
 TU2053                          STATION RECOVERY (1966)
 TU2053
 TU2053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2053'STATION SEARCHED FOR BUT NOT FOUND AND IS BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1699 ***********************************************************************
 TU1699  DESIGNATION -  BURNS USE
 TU1699  PID         -  TU1699
 TU1699  STATE/COUNTY-  HI/HONOLULU
 TU1699  USGS QUAD   -  WAIANAE (1983)
 TU1699
 TU1699                         *CURRENT SURVEY CONTROL
 TU1699  ___________________________________________________________________
 TU1699* NAD 83(1993)-  21 27 45.50870(N)    158 11 47.48323(W)     ADJUSTED  
 TU1699* LOCAL TIDAL -        76.     (meters)     249.     (feet)  SCALED    
 TU1699  ___________________________________________________________________
 TU1699  EPOCH DATE  -        1993.62
 TU1699  LAPLACE CORR-           9.01  (seconds)                    DEFLEC99
 TU1699  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1699
 TU1699  HORZ ORDER  -  THIRD
 TU1699
 TU1699.The horizontal coordinates were established by classical geodetic methods
 TU1699.and adjusted by the National Geodetic Survey in December 1998..
 TU1699.The horizontal coordinates are valid at the epoch date displayed above.
 TU1699.The epoch date for horizontal control is a decimal equivalence
 TU1699.of Year/Month/Day.
 TU1699
 TU1699.The orthometric height was scaled from a topographic map.
 TU1699
 TU1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1699
 TU1699.The geoid height was determined by GEOID03.
 TU1699
 TU1699;                    North         East     Units Scale Factor Converg.
 TU1699;SPC HI 3     -    32,783.104   479,631.212   MT  0.99999512   -0 04 18.9
 TU1699;UTM  04      - 2,373,564.399   583,246.385   MT  0.99968563   +0 17 38.4
 TU1699
 TU1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1699!SPC HI 3     -   0.99998564  x   0.99999512  =   0.99998076
 TU1699!UTM  04      -   0.99998564  x   0.99968563  =   0.99967127
 TU1699
 TU1699:                Primary Azimuth Mark                     Grid Az
 TU1699:SPC HI 3     -  ESHLEMAN USE                             012 32 24.2
 TU1699:UTM  04      -  ESHLEMAN USE                             012 10 26.9
 TU1699
 TU1699|---------------------------------------------------------------------|
 TU1699| PID    Reference Object                     Distance      Geod. Az  |
 TU1699|                                                           dddmmss.s |
 TU1699| TU1697 ESHLEMAN USE                        APPROX. 3.3 KM 0122805.3 |
 TU1699| TU1700 LAHILAHI                            APPROX. 1.8 KM 2614524.5 |
 TU1699|---------------------------------------------------------------------|
 TU1699
 TU1699                          SUPERSEDED SURVEY CONTROL
 TU1699
 TU1699  NAD 83(1986)-  21 27 45.45719(N)    158 11 47.49606(W) AD(       ) 3
 TU1699  OLD HI      -  21 27 56.82200(N)    158 11 57.40700(W) AD(       ) 3
 TU1699
 TU1699.Superseded values are not recommended for survey control.
 TU1699.NGS no longer adjusts projects to the OLD HI datum.
 TU1699.See file dsdata.txt to determine how the superseded data were derived.
 TU1699
 TU1699_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8324673564(NAD 83)
 TU1699
 TU1699  HISTORY     - Date     Condition        Report By
 TU1699  HISTORY     - UNK      MONUMENTED
 TU1699  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1699
 TU1699                          STATION DESCRIPTION
 TU1699
 TU1699'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1699'THE STATION WAS LOCATED ON LOWER END OF SAME RIDGE THAT
 TU1699'STATION MAKAHA 1927 IS LOCATED ON.  AZIMUTHS WERE COMPUTED TO
 TU1699'SOME ADJACENT STATIONS AND THE EXACT POINT WAS DETERMINED BY
 TU1699'SETTING A THEODOLITE ON THESE AZIMUTHS.  THE STATION WAS NOT
 TU1699'FOUND AND IT IS BELIEVED THAT THE HILL HAS ERODED IN THIS AREA,
 TU1699'DESTROYING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1701 ***********************************************************************
 TU1701  DESIGNATION -  BURNS USE 1927
 TU1701  PID         -  TU1701
 TU1701  STATE/COUNTY-  HI/HONOLULU
 TU1701  USGS QUAD   -  WAIANAE (1983)
 TU1701
 TU1701                         *CURRENT SURVEY CONTROL
 TU1701  ___________________________________________________________________
 TU1701* NAD 83(1993)-  21 29 23.77495(N)    158 12 50.96382(W)     ADJUSTED  
 TU1701* LOCAL TIDAL -       524.     (meters)    1719.     (feet)  SCALED    
 TU1701  ___________________________________________________________________
 TU1701  EPOCH DATE  -        1993.62
 TU1701  LAPLACE CORR-           9.26  (seconds)                    DEFLEC99
 TU1701  GEOID HEIGHT-          15.25  (meters)                     GEOID03
 TU1701
 TU1701  HORZ ORDER  -  THIRD
 TU1701
 TU1701.The horizontal coordinates were established by classical geodetic methods
 TU1701.and adjusted by the National Geodetic Survey in December 1998..
 TU1701.The horizontal coordinates are valid at the epoch date displayed above.
 TU1701.The epoch date for horizontal control is a decimal equivalence
 TU1701.of Year/Month/Day.
 TU1701
 TU1701.The orthometric height was scaled from a topographic map.
 TU1701
 TU1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1701
 TU1701.The geoid height was determined by GEOID03.
 TU1701
 TU1701;                    North         East     Units Scale Factor Converg.
 TU1701;SPC HI 3     -    35,807.809   477,807.705   MT  0.99999608   -0 04 42.4
 TU1701;UTM  04      - 2,376,576.449   581,404.161   MT  0.99968188   +0 17 16.4
 TU1701
 TU1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1701!SPC HI 3     -   0.99991525  x   0.99999608  =   0.99991133
 TU1701!UTM  04      -   0.99991525  x   0.99968188  =   0.99959716
 TU1701
 TU1701                          SUPERSEDED SURVEY CONTROL
 TU1701
 TU1701  NAD 83(1986)-  21 29 23.72372(N)    158 12 50.97510(W) AD(       ) 3
 TU1701  OLD HI      -  21 29 35.08500(N)    158 13 00.89500(W) AD(       ) 3
 TU1701
 TU1701.Superseded values are not recommended for survey control.
 TU1701.NGS no longer adjusts projects to the OLD HI datum.
 TU1701.See file dsdata.txt to determine how the superseded data were derived.
 TU1701
 TU1701_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8140476576(NAD 83)
 TU1701_MARKER: Z = SEE DESCRIPTION
 TU1701_SETTING: 0 = UNSPECIFIED SETTING
 TU1701
 TU1701  HISTORY     - Date     Condition        Report By
 TU1701  HISTORY     - 1927     MONUMENTED       CGS
 TU1701  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1701
 TU1701                          STATION DESCRIPTION
 TU1701
 TU1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1701'IN WAIANAE DISTRICT, ON THE SECOND RIDGE NORTH OF WAIANAE,
 TU1701'ON THE SUMMIT OF A SMALL RISE IN THE RIDGE HALFWAY BETWEEN
 TU1701'STATION KEPUHI NEW AND KEAAU 2, AND ON SAME GENERAL RIDGE
 TU1701'AS THESE TWO.  (SEE DESCRIPTIONS THEREOF.) MARKED BY UNITED
 TU1701'STATES ENGINEERS RECTANGULAR BRASS PLATE IN CONCRETE IN 5-INCH
 TU1701'PIPE EMBEDDED IN GROUND.
 TU1701
 TU1701                          STATION RECOVERY (1964)
 TU1701
 TU1701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1701'STATION MARK WAS RECOVERED IN GOOD CONDITION.
 TU1701'
 TU1701'A COMPLETE DESCRIPTION FOLLOWS--
 TU1701'
 TU1701'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF WAIANAE AND
 TU1701'1 MILE EAST OF THE COASTLINE, ON A KNOLL AT ABOUT 1720 FEET
 TU1701'ELEVATION ALONG THE RIDGE RUNNING EAST FROM KEPUHI POINT.  IT
 TU1701'IS BETWEEN STATIONS KEPUHI NEW AND KEAAU 2, WHICH ARE ON THE
 TU1701'SAME RIDGE.
 TU1701'
 TU1701'TO REACH STATION FROM CENTER OF MAKAHA VILLAGE, GO NORTHWEST
 TU1701'ON FARRINGTON HIGHWAY FOR 2.2 MILES TO A HAWAIIAN TELEPHONE
 TU1701'CO. BUILDING ON RIGHT AT BASE OF RIDGE.  PACK NORTHERLY UP
 TU1701'POINT OF RIDGE, BETWEEN BUILDING AND HIGHWAY, TO CREST OF RIDGE
 TU1701'AND STATION KEPUHI NEW.  GO EASTERLY ALONG RIDGE ABOUT 1/2 MILE
 TU1701'TO STATION.
 TU1701'
 TU1701'STATION MARK IS A 3 X 4-INCH BRASS PLATE STAMPED US ENGRS ELEV,
 TU1701'WITH A 1/4 INCH HOLE IN CENTER, SET IN CONCRETE IN THE TOP OF
 TU1701'A 5-INCH SOIL PIPE THAT PROJECTS 14 INCHES FROM GROUND.  IT IS
 TU1701'IN BRUSH ON CREST OF HILL, 4 FEET NORTHWEST OF THE RIDGE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0428 ***********************************************************************
 TU0428  DESIGNATION -  C
 TU0428  PID         -  TU0428
 TU0428  STATE/COUNTY-  HI/HONOLULU
 TU0428  USGS QUAD   -  HONOLULU (1983)
 TU0428
 TU0428                         *CURRENT SURVEY CONTROL
 TU0428  ___________________________________________________________________
 TU0428* NAD 83(1986)-  21 17 46.     (N)    157 47 21.     (W)     SCALED    
 TU0428* LOCAL TIDAL -       263.698  (meters)     865.15   (feet)  ADJ UNCH  
 TU0428  ___________________________________________________________________
 TU0428  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU0428
 TU0428  VERT ORDER  -  FIRST     CLASS II
 TU0428
 TU0428.The horizontal coordinates were scaled from a topographic map and have
 TU0428.an estimated accuracy of +/- 6 seconds.
 TU0428
 TU0428.The orthometric height was key entered from printed documents
 TU0428.and not key verified.
 TU0428
 TU0428.The geoid height was determined by GEOID03.
 TU0428
 TU0428;                    North         East    Units  Estimated Accuracy
 TU0428;SPC HI 3     -    14,350.      521,880.      MT  (+/- 180 meters Scaled)
 TU0428
 TU0428                          SUPERSEDED SURVEY CONTROL
 TU0428
 TU0428.No superseded survey control is available for this station.
 TU0428
 TU0428_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ255554(NAD 83)
 TU0428_MARKER: DD = SURVEY DISK
 TU0428_SETTING: 0 = UNSPECIFIED SETTING
 TU0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0428
 TU0428  HISTORY     - Date     Condition        Report By
 TU0428  HISTORY     - UNK      MONUMENTED
 TU0428  HISTORY     - 1963     MARK NOT FOUND   NGS
 TU0428  HISTORY     - 19990527 MARK NOT FOUND   USPSQD
 TU0428
 TU0428                          STATION DESCRIPTION
 TU0428
 TU0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0428'IN HONOLULU.
 TU0428'4.7 MILES AIRLINE EAST OF THE FEDERAL BUILDING IN HONOLULU, IN THE
 TU0428'WILHELMINA RISE DISTRICT, AT THE NORTHEAST END OF WILHELMINA RISE
 TU0428'STREET, WHERE IT MAKES A T-INTERSECTION WITH SIERRA DRIVE.  NOTE--
 TU0428'SIERRA DRIVE HAS RECENTLY BEEN RE-SURFACED AND IT IS BELIEVED THAT THE
 TU0428'CAST-IRON COVER WHICH PROTECTS THE MARK HAS BEEN COVERED.  NO IMPRINT
 TU0428'OR DEPRESSION WAS FOUND IN THE MACADAM.  THE MARK COULD PROBABLY BE
 TU0428'RECOVERED.  ACCORDING TO THE CITY PLANNING MAP THERE ARE TWO MARKS AT
 TU0428'THE INTERSECTION.  A COMPARISON OF ELEVATIONS INDICATES THAT THE MARK
 TU0428'AT THE POINT OF INTERSECTION OF THE CENTER LINES OF THE TWO STREETS IS
 TU0428'THE CORRECT ONE.
 TU0428
 TU0428                          STATION RECOVERY (1999)
 TU0428
 TU0428'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1772 ***********************************************************************
 TU1772  DESIGNATION -  C
 TU1772  PID         -  TU1772
 TU1772  STATE/COUNTY-  HI/KAUAI
 TU1772  USGS QUAD   -  LIHUE (1996)
 TU1772
 TU1772                         *CURRENT SURVEY CONTROL
 TU1772  ___________________________________________________________________
 TU1772* NAD 83(1993)-  21 54 59.87512(N)    159 22 58.74382(W)     ADJUSTED  
 TU1772* LOCAL TIDAL -                                                        
 TU1772  ___________________________________________________________________
 TU1772  EPOCH DATE  -        1993.62
 TU1772  LAPLACE CORR-          -9.65  (seconds)                    DEFLEC99
 TU1772  GEOID HEIGHT-          15.06  (meters)                     GEOID03
 TU1772
 TU1772  HORZ ORDER  -  THIRD
 TU1772
 TU1772.The horizontal coordinates were established by classical geodetic methods
 TU1772.and adjusted by the National Geodetic Survey in December 1998..
 TU1772.The horizontal coordinates are valid at the epoch date displayed above.
 TU1772.The epoch date for horizontal control is a decimal equivalence
 TU1772.of Year/Month/Day.
 TU1772
 TU1772
 TU1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1772
 TU1772.The geoid height was determined by GEOID03.
 TU1772
 TU1772;                    North         East     Units Scale Factor Converg.
 TU1772;SPC HI 4     -     9,228.057   512,090.218   MT  0.99999181   +0 02 37.2
 TU1772;UTM  04      - 2,423,648.678   460,444.749   MT  0.99961933   -0 08 34.6
 TU1772
 TU1772                          SUPERSEDED SURVEY CONTROL
 TU1772
 TU1772  NAD 83(1986)-  21 54 59.86030(N)    159 22 58.78870(W) AD(       ) 4
 TU1772  OLD HI      -  21 55 11.17000(N)    159 23 08.84000(W) AD(       ) 3
 TU1772
 TU1772.Superseded values are not recommended for survey control.
 TU1772.NGS no longer adjusts projects to the OLD HI datum.
 TU1772.See file dsdata.txt to determine how the superseded data were derived.
 TU1772
 TU1772_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6044523649(NAD 83)
 TU1772
 TU1772  HISTORY     - Date     Condition        Report By
 TU1772  HISTORY     - UNK      MONUMENTED
 TU1772  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1772
 TU1772                          STATION DESCRIPTION
 TU1772
 TU1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1772'STATION IS GONE.  IT WAS LOCATED ON KUAHONU POINT, ON LOW,
 TU1772'NARROW, TOPPED HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0135 ***********************************************************************
 TU0135  DESIGNATION -  C 1
 TU0135  PID         -  TU0135
 TU0135  STATE/COUNTY-  HI/HAWAII
 TU0135  USGS QUAD   -  MAUNA LOA (1993)
 TU0135
 TU0135                         *CURRENT SURVEY CONTROL
 TU0135  ___________________________________________________________________
 TU0135* NAD 83(1986)-  19 29 36.     (N)    155 34 37.     (W)     SCALED    
 TU0135* LOCAL TIDAL -      3968.223  (meters)   13019.08   (feet)  ADJ UNCH  
 TU0135  ___________________________________________________________________
 TU0135  GEOID HEIGHT-          27.74  (meters)                     GEOID03
 TU0135
 TU0135  VERT ORDER  -  FIRST     CLASS I
 TU0135
 TU0135.The horizontal coordinates were scaled from a topographic map and have
 TU0135.an estimated accuracy of +/- 6 seconds.
 TU0135
 TU0135.The orthometric height was key entered from printed documents
 TU0135.and not key verified.
 TU0135
 TU0135.The geoid height was determined by GEOID03.
 TU0135
 TU0135;                    North         East    Units  Estimated Accuracy
 TU0135;SPC HI 1     -    73,060.      491,920.      MT  (+/- 180 meters Scaled)
 TU0135
 TU0135                          SUPERSEDED SURVEY CONTROL
 TU0135
 TU0135.No superseded survey control is available for this station.
 TU0135
 TU0135_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB295574(NAD 83)
 TU0135_MARKER: DB = BENCH MARK DISK
 TU0135_SETTING: 66 = SET IN ROCK OUTCROP
 TU0135_SP_SET: BED ROCK
 TU0135_STAMPING: C 1 1926
 TU0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0135+STABILITY: POSITION/ELEVATION WELL
 TU0135
 TU0135  HISTORY     - Date     Condition        Report By
 TU0135  HISTORY     - 1926     MONUMENTED       CGS
 TU0135  HISTORY     - 1975     GOOD             NGS
 TU0135
 TU0135                          STATION DESCRIPTION
 TU0135
 TU0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0135'30.80 MI SW FROM VOLCANO.
 TU0135'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0135'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0135'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0135'CONTINUE 15.25 MILES SOUTHWESTERLY ALONG THE MAUNA LOA TRAIL FROM THE
 TU0135'END OF THE ROAD TO THE MARK AT THE EAST EDGE OF THE NORTH PIT, IN TOP
 TU0135'OF A LAVA BEDROCK, ABOUT 60 FEET NORTHEAST OF THE NORTH PIT RIM, 22
 TU0135'FEET SOUTHWEST OF JAGGARS CAVE ENTRANCE, 6 FEET NORTHEAST OF A 4-FOOT
 TU0135'CAIRN, AND ABOUT 3 FEET LOWER THAN THE TRAIL AND SURROUNDING AREA, IN
 TU0135'A SMALL, BROKEN AND JUMBLED ROCK AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0298 ***********************************************************************
 TU0298  DESIGNATION -  C 11
 TU0298  PID         -  TU0298
 TU0298  STATE/COUNTY-  HI/HONOLULU
 TU0298  USGS QUAD   -  HONOLULU (1983)
 TU0298
 TU0298                         *CURRENT SURVEY CONTROL
 TU0298  ___________________________________________________________________
 TU0298* NAD 83(1986)-  21 17 21.     (N)    157 50 38.     (W)     SCALED    
 TU0298* LOCAL TIDAL -         1.692  (meters)       5.55   (feet)  ADJ UNCH  
 TU0298  ___________________________________________________________________
 TU0298  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0298
 TU0298  VERT ORDER  -  FIRST     CLASS II
 TU0298
 TU0298.The horizontal coordinates were scaled from a topographic map and have
 TU0298.an estimated accuracy of +/- 6 seconds.
 TU0298
 TU0298.The orthometric height was key entered from printed documents
 TU0298.and not key verified.
 TU0298
 TU0298.The geoid height was determined by GEOID03.
 TU0298
 TU0298;                    North         East    Units  Estimated Accuracy
 TU0298;SPC HI 3     -    13,570.      516,200.      MT  (+/- 180 meters Scaled)
 TU0298
 TU0298                          SUPERSEDED SURVEY CONTROL
 TU0298
 TU0298.No superseded survey control is available for this station.
 TU0298
 TU0298_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ199545(NAD 83)
 TU0298_MARKER: DB = BENCH MARK DISK
 TU0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0298_SP_SET: BRIDGE
 TU0298_STAMPING: C 11 1969
 TU0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0298+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 TU0298
 TU0298  HISTORY     - Date     Condition        Report By
 TU0298  HISTORY     - 1969     MONUMENTED       CGS
 TU0298  HISTORY     - 19951008 GOOD             USPSQD
 TU0298  HISTORY     - 19990322 GOOD             USPSQD
 TU0298  HISTORY     - 20041121 GOOD             JCLS
 TU0298  HISTORY     - 20060305 GOOD             GEOCAC
 TU0298
 TU0298                          STATION DESCRIPTION
 TU0298
 TU0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0298'IN HONOLULU.
 TU0298'AT HONOLULU, AT THE ALA MOANA PARK, AT THE WEST END OF A BUS STOP
 TU0298'PARKING AREA, DIRECTLY ACROSS ALA MOANA FROM MING JEWLERY SIGN IN THE
 TU0298'ALA-MOANA PLAZA, IN THE TOP OF THE EAST WING WALL OF A TWIN ARCH
 TU0298'BRIDGE OVER A SMALL CANAL IN THE PARK, 71.0 FEET SOUTH OF THE SOUTH
 TU0298'CURB OF ALA MOANA, 73.5 FEET SOUTHWEST OF THE EAST END OF A RETAINING
 TU0298'WALL WHICH IS AT THE WEST END OF THE PARKING AREA, 4.0 FEET SOUTH OF
 TU0298'THE NORTH END OF THE WING WALL, AND ABOUT 1 FOOT HIGHER THAN THE
 TU0298'GROUND.
 TU0298
 TU0298                          STATION RECOVERY (1995)
 TU0298
 TU0298'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0298'RECOVERED IN GOOD CONDITION.
 TU0298
 TU0298                          STATION RECOVERY (1999)
 TU0298
 TU0298'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0298'RECOVERED IN GOOD CONDITION.
 TU0298
 TU0298                          STATION RECOVERY (2004)
 TU0298
 TU0298'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU0298'RECOVERED IN GOOD CONDITION.
 TU0298
 TU0298                          STATION RECOVERY (2006)
 TU0298
 TU0298'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 TU0298'RECOVERED AS DESCRIBED IN GOOD CONDITION AT
 TU0298'21 17 21.78 (N)   157 50 39.00 (W) (NAD 83).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6426 ***********************************************************************
 AA6426  DESIGNATION -  C 111
 AA6426  PID         -  AA6426
 AA6426  STATE/COUNTY-  HI/HONOLULU
 AA6426  USGS QUAD   -  HONOLULU (1983)
 AA6426
 AA6426                         *CURRENT SURVEY CONTROL
 AA6426  ___________________________________________________________________
 AA6426* NAD 83(1986)-  21 19 19.     (N)    157 52 23.     (W)     SCALED    
 AA6426* LOCAL TIDAL -         2.444  (meters)       8.02   (feet)  ADJUSTED  
 AA6426  ___________________________________________________________________
 AA6426  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 AA6426  DYNAMIC HT  -           2.440 (meters)       8.01  (feet)  COMP
 AA6426  MODELED GRAV-     978,940.5   (mgal)                       NAVD 88
 AA6426
 AA6426  VERT ORDER  -  FIRST     CLASS II
 AA6426
 AA6426.The horizontal coordinates were scaled from a topographic map and have
 AA6426.an estimated accuracy of +/- 6 seconds.
 AA6426
 AA6426.The orthometric height was determined by differential leveling
 AA6426.and adjusted by the National Geodetic Survey in April 2001..
 AA6426
 AA6426.The geoid height was determined by GEOID03.
 AA6426
 AA6426.The dynamic height is computed by dividing the NAVD 88
 AA6426.geopotential number by the normal gravity value computed on the
 AA6426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6426.degrees latitude (g = 980.6199 gals.).
 AA6426
 AA6426.The modeled gravity was interpolated from observed gravity values.
 AA6426
 AA6426;                    North         East    Units  Estimated Accuracy
 AA6426;SPC HI 3     -    17,200.      513,170.      MT  (+/- 180 meters Scaled)
 AA6426
 AA6426                          SUPERSEDED SURVEY CONTROL
 AA6426
 AA6426.No superseded survey control is available for this station.
 AA6426
 AA6426_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ168581(NAD 83)
 AA6426_MARKER: Z = SEE DESCRIPTION
 AA6426_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA6426_SP_SET: BRIDGE
 AA6426_MARK LOGO: NONE  
 AA6426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6426
 AA6426  HISTORY     - Date     Condition        Report By
 AA6426  HISTORY     - 1995     MONUMENTED       NOS
 AA6426
 AA6426                          STATION DESCRIPTION
 AA6426
 AA6426'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JGF)
 AA6426'LOCATED AT THE SOUTHEAST CORNER OF THE BRIDGE OVER KAPALAMA DRAINAGE
 AA6426'CANAL ON DILLINGHAM ROAD. STATION IS A ROUND TOPED IRON PIN CEMENTED
 AA6426'IN THE SOUTHEAST CORNER OF THE BRIDGE PROJECTING 0.01 METER.  IT IS
 AA6426'0.2 M (0.7 FT) WEST OF THE EAST END OF CONCRETE WALL, 0.1 M (0.3 FT)
 AA6426'NORTH OF THE SOUTH WALL OF BRIDGE AND 1.723 M (5.653 FT) WEST OF A
 AA6426'STATE OF HAWAII SURVEY DISK STAMPED 1-1 1969.  THIS SURVEY POINT
 AA6426'EXISTED BEFORE OUR ARRIVAL AND MUST BE TIED TO THE LOCAL NET AS THE
 AA6426'LETTERS BM ARE WRITTED IN PAINT NEXT TO THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0318 ***********************************************************************
 TU0318  DESIGNATION -  C 12
 TU0318  PID         -  TU0318
 TU0318  STATE/COUNTY-  HI/HONOLULU
 TU0318  USGS QUAD   -  HONOLULU (1983)
 TU0318
 TU0318                         *CURRENT SURVEY CONTROL
 TU0318  ___________________________________________________________________
 TU0318* NAD 83(1986)-  21 15 39.     (N)    157 47 22.     (W)     SCALED    
 TU0318* LOCAL TIDAL -         2.631  (meters)       8.63   (feet)  ADJ UNCH  
 TU0318  ___________________________________________________________________
 TU0318  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU0318
 TU0318  VERT ORDER  -  FIRST     CLASS II
 TU0318
 TU0318.The horizontal coordinates were scaled from a topographic map and have
 TU0318.an estimated accuracy of +/- 6 seconds.
 TU0318
 TU0318.The orthometric height was key entered from printed documents
 TU0318.and not key verified.
 TU0318
 TU0318.The geoid height was determined by GEOID03.
 TU0318
 TU0318;                    North         East    Units  Estimated Accuracy
 TU0318;SPC HI 3     -    10,440.      521,850.      MT  (+/- 180 meters Scaled)
 TU0318
 TU0318                          SUPERSEDED SURVEY CONTROL
 TU0318
 TU0318.No superseded survey control is available for this station.
 TU0318
 TU0318_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ255514(NAD 83)
 TU0318_MARKER: DB = BENCH MARK DISK
 TU0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0318_SP_SET: STORM DRAIN
 TU0318_STAMPING: C 12 1969
 TU0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0318
 TU0318  HISTORY     - Date     Condition        Report By
 TU0318  HISTORY     - 1969     MONUMENTED       CGS
 TU0318  HISTORY     - 19990419 GOOD             USPSQD
 TU0318
 TU0318                          STATION DESCRIPTION
 TU0318
 TU0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0318'6.95 MI SE FROM HONOLULU.
 TU0318'1.7 MILES EAST ALONG KING STREET FROM THE POST OFFICE AT HONOLULU,
 TU0318'THENCE 3.15 MILES SOUTHEAST ALONG KALAKAUA AVENUE, THENCE 1.5 MILES
 TU0318'EAST-NORTHEAST ALONG DIAMOND HEAD ROAD, THENCE 0.6 MILE NORTHEAST
 TU0318'ALONG KAHALA AVENUE, AT THE Y JUNCTION OF ELEPAIO STREET, 16 1/2 FEET
 TU0318'NORTHWEST OF THE CENTER LINE OF THE AVENUE, 24 1/2 FEET SOUTHEAST OF
 TU0318'THE CENTER LINE OF THE STREET, IN THE TOP OF THE WEST CORNER OF A
 TU0318'CONCRETE STORM DRAIN, 2.6 FEET WEST OF THE CENTER OF A MANHOLE COVER,
 TU0318'12.3 FEET NORTHEAST OF A TELEPHONE POLE SUPPORTING A STREET LIGHT, AND
 TU0318'ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 TU0318
 TU0318                          STATION RECOVERY (1999)
 TU0318
 TU0318'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0463 ***********************************************************************
 TU0463  DESIGNATION -  C 13
 TU0463  PID         -  TU0463
 TU0463  STATE/COUNTY-  HI/HONOLULU
 TU0463  USGS QUAD   -  HONOLULU (1983)
 TU0463
 TU0463                         *CURRENT SURVEY CONTROL
 TU0463  ___________________________________________________________________
 TU0463* NAD 83(1986)-  21 21 09.     (N)    157 51 28.     (W)     SCALED    
 TU0463* LOCAL TIDAL -        92.272  (meters)     302.73   (feet)  ADJ UNCH  
 TU0463  ___________________________________________________________________
 TU0463  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU0463
 TU0463  VERT ORDER  -  FIRST     CLASS II
 TU0463
 TU0463.The horizontal coordinates were scaled from a topographic map and have
 TU0463.an estimated accuracy of +/- 6 seconds.
 TU0463
 TU0463.The orthometric height was key entered from printed documents
 TU0463.and not key verified.
 TU0463
 TU0463.The geoid height was determined by GEOID03.
 TU0463
 TU0463;                    North         East    Units  Estimated Accuracy
 TU0463;SPC HI 3     -    20,580.      514,750.      MT  (+/- 180 meters Scaled)
 TU0463
 TU0463                          SUPERSEDED SURVEY CONTROL
 TU0463
 TU0463.No superseded survey control is available for this station.
 TU0463
 TU0463_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ184615(NAD 83)
 TU0463_MARKER: DB = BENCH MARK DISK
 TU0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0463_SP_SET: STORM DRAIN
 TU0463_STAMPING: C 13 1969
 TU0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0463
 TU0463  HISTORY     - Date     Condition        Report By
 TU0463  HISTORY     - 1969     MONUMENTED       CGS
 TU0463
 TU0463                          STATION DESCRIPTION
 TU0463
 TU0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0463'3.35 MI NW FROM HONOLULU.
 TU0463'1.85 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0463'OF STATE HIGHWAY 61 AT HONOLULU, THENCE 0.1 MILE NORTHEAST ALONG
 TU0463'LIKELIKE HIGHWAY, THENCE 1.4 MILES NORTHEAST ALONG KALIHI STREET,
 TU0463'ABOUT 30 YARDS SOUTHEAST OF THE CENTER OF THE INTERSECTION OF KUUKELE
 TU0463'STREET, NEAR THE EAST CORNER OF AN ASPHALT PARKING AREA, IN THE TOP
 TU0463'AND ALONG THE WEST SIDE OF A CONCRETE STORM DRAIN, 103 FEET SOUTHEAST
 TU0463'OF THE CENTER LINE OF KALIHI STREET, 18.0 FEET SOUTHWEST OF THE CENTER
 TU0463'LINE OF KUUKELE STREET, 6.7 FEET NORTH-NORTHEAST OF THE
 TU0463'NORTH-NORTHEAST END OF A ROCK RETAINING WALL WHICH IS ALONG THE
 TU0463'SOUTHEAST SIDE OF THE PARKING AREA, 1.6 FEET WEST-NORTHWEST OF THE
 TU0463'CENTER OF A MANHOLE COVER, 28.3 FEET SOUTHEAST OF TELEPHONE POLE NO. 1
 TU0463'WITH A GUY WIRE, AND ABOUT 1/2 FOOT HIGHER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0619 ***********************************************************************
 TU0619  DESIGNATION -  C 14
 TU0619  PID         -  TU0619
 TU0619  STATE/COUNTY-  HI/HONOLULU
 TU0619  USGS QUAD   -  EWA (1983)
 TU0619
 TU0619                         *CURRENT SURVEY CONTROL
 TU0619  ___________________________________________________________________
 TU0619* NAD 83(1986)-  21 21 29.     (N)    158 07 49.     (W)     SCALED    
 TU0619* LOCAL TIDAL -         3.852  (meters)      12.64   (feet)  ADJ UNCH  
 TU0619  ___________________________________________________________________
 TU0619  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU0619
 TU0619  VERT ORDER  -  FIRST     CLASS II
 TU0619
 TU0619.The horizontal coordinates were scaled from a topographic map and have
 TU0619.an estimated accuracy of +/- 6 seconds.
 TU0619
 TU0619.The orthometric height was key entered from printed documents
 TU0619.and not key verified.
 TU0619
 TU0619.The geoid height was determined by GEOID03.
 TU0619
 TU0619;                    North         East    Units  Estimated Accuracy
 TU0619;SPC HI 3     -    21,200.      486,490.      MT  (+/- 180 meters Scaled)
 TU0619
 TU0619                          SUPERSEDED SURVEY CONTROL
 TU0619
 TU0619.No superseded survey control is available for this station.
 TU0619
 TU0619_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ901620(NAD 83)
 TU0619_MARKER: DB = BENCH MARK DISK
 TU0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0619_SP_SET: BRIDGE
 TU0619_STAMPING: C 14 1969
 TU0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0619
 TU0619  HISTORY     - Date     Condition        Report By
 TU0619  HISTORY     - 1969     MONUMENTED       CGS
 TU0619
 TU0619                          STATION DESCRIPTION
 TU0619
 TU0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0619'2.5 MI SE FROM NANAKULI.
 TU0619'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0619'NANAKULI, 0.05 MILE NORTHWEST OF THE HAWAIIAN ELECTRIC COMPANY, AT THE
 TU0619'SOUTHEAST END OF A BRIDGE FOR THE NORTHWEST BOUND LANES OF THE HIGHWAY
 TU0619'OVER KEANANOIO STREAM, IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT,
 TU0619'17.3 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST BOUND LANES OF
 TU0619'THE HIGHWAY, 31.4 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 TU0619'BOUND LANES OF THE HIGHWAY, 6.5 FEET NORTHWEST OF THE SOUTHEAST END OF
 TU0619'THE CONCRETE RAILING OF THE BRIDGE, 1.5 FEET SOUTHEAST OF THE
 TU0619'NORTHWEST END OF THE ABUTMENT, 2.4 FEET NORTHWEST OF THE SOUTHEAST END
 TU0619'OF THE ABUTMENT, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0589 ***********************************************************************
 TU0589  DESIGNATION -  C 15
 TU0589  PID         -  TU0589
 TU0589  STATE/COUNTY-  HI/HONOLULU
 TU0589  USGS QUAD   -  HALEIWA (1983)
 TU0589
 TU0589                         *CURRENT SURVEY CONTROL
 TU0589  ___________________________________________________________________
 TU0589* NAD 83(1986)-  21 30 54.     (N)    158 03 51.     (W)     SCALED    
 TU0589* LOCAL TIDAL -       288.170  (meters)     945.44   (feet)  ADJ UNCH  
 TU0589  ___________________________________________________________________
 TU0589  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0589
 TU0589  VERT ORDER  -  FIRST     CLASS II
 TU0589
 TU0589.The horizontal coordinates were scaled from a topographic map and have
 TU0589.an estimated accuracy of +/- 6 seconds.
 TU0589
 TU0589.The orthometric height was key entered from printed documents
 TU0589.and not key verified.
 TU0589
 TU0589.The geoid height was determined by GEOID03.
 TU0589
 TU0589;                    North         East    Units  Estimated Accuracy
 TU0589;SPC HI 3     -    38,570.      493,350.      MT  (+/- 180 meters Scaled)
 TU0589
 TU0589                          SUPERSEDED SURVEY CONTROL
 TU0589
 TU0589.No superseded survey control is available for this station.
 TU0589
 TU0589_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ969794(NAD 83)
 TU0589_MARKER: DB = BENCH MARK DISK
 TU0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0589_SP_SET: FOUNDATION
 TU0589_STAMPING: C 15 1969
 TU0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0589
 TU0589  HISTORY     - Date     Condition        Report By
 TU0589  HISTORY     - 1969     MONUMENTED       CGS
 TU0589
 TU0589                          STATION DESCRIPTION
 TU0589
 TU0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0589'4.05 MI NW FROM WAHIAWA.
 TU0589'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0589'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0589'SOUTH ALONG STATE HIGHWAY 80, THENCE 3.35 MILES NORTHWEST ALONG STATE
 TU0589'HIGHWAY 99, IN THE EAST CORNER OF A 4 1/2- BY 4 1/2-FOOT CONCRETE
 TU0589'FOUNDATION FOR A ARMY SIGNAL, 16.0 FEET NORTHEAST OF THE CENTER LINE
 TU0589'OF THE HIGHWAY, 3.9 FEET WEST OF A CONCRETE AND METAL BOX WITH C 3151
 TU0589'T2 STENCILED ON FRONT, 2.6 FEET EAST OF THE CENTER OF A MANHOLE COVER
 TU0589'IN THE CENTER OF A CONCRETE BASE WITH THE WORD SIGNAL EMBOSSED ON THE
 TU0589'TOP, 76.0 FEET SOUTHEAST OF A METAL HIGHWAY SIGN PASS WITH CARE, ABOUT
 TU0589'LEVEL WITH THE HIGHWAY AND FLUSH WITH THE CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0376 ***********************************************************************
 TU0376  DESIGNATION -  C 16
 TU0376  PID         -  TU0376
 TU0376  STATE/COUNTY-  HI/HONOLULU
 TU0376  USGS QUAD   -  KANEOHE (1983)
 TU0376
 TU0376                         *CURRENT SURVEY CONTROL
 TU0376  ___________________________________________________________________
 TU0376* NAD 83(1986)-  21 27 14.     (N)    157 49 04.     (W)     SCALED    
 TU0376* LOCAL TIDAL -         9.159  (meters)      30.05   (feet)  ADJ UNCH  
 TU0376  ___________________________________________________________________
 TU0376  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU0376
 TU0376  VERT ORDER  -  FIRST     CLASS II
 TU0376
 TU0376.The horizontal coordinates were scaled from a topographic map and have
 TU0376.an estimated accuracy of +/- 6 seconds.
 TU0376
 TU0376.The orthometric height was key entered from printed documents
 TU0376.and not key verified.
 TU0376
 TU0376.The geoid height was determined by GEOID03.
 TU0376
 TU0376;                    North         East    Units  Estimated Accuracy
 TU0376;SPC HI 3     -    31,810.      518,890.      MT  (+/- 180 meters Scaled)
 TU0376
 TU0376                          SUPERSEDED SURVEY CONTROL
 TU0376
 TU0376.No superseded survey control is available for this station.
 TU0376
 TU0376_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ224728(NAD 83)
 TU0376_MARKER: DB = BENCH MARK DISK
 TU0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0376_SP_SET: CULVERT
 TU0376_STAMPING: C 16 1969
 TU0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0376
 TU0376  HISTORY     - Date     Condition        Report By
 TU0376  HISTORY     - 1969     MONUMENTED       CGS
 TU0376
 TU0376                          STATION DESCRIPTION
 TU0376
 TU0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0376'2.75 MI NW FROM KANEOHE.
 TU0376'2.75 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0376'KANEOHE, ACROSS THE HIGHWAY FROM HOUSE NO. 47 055, IN THE TOP OF THE
 TU0376'EAST CORNER OF A U SHAPED HEAD WALL OF A CULVERT, 15.0 FEET SOUTHWEST
 TU0376'OF THE CENTER LINE OF THE HIGHWAY, 6 1/2 FEET EAST-SOUTHEAST OF POWER
 TU0376'POLE 92, 58.0 FEET SOUTHEAST OF MAIL BOX NO. 47-054, 32 FEET SOUTHWEST
 TU0376'AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE, 38 FEET NORTHWEST OF THE
 TU0376'CENTER LINE OF A DRIVE WAY LEADING WEST TO HOUSE NO. 47-048, AND ABOUT
 TU0376'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0035 ***********************************************************************
 TU0035  DESIGNATION -  C 20
 TU0035  PID         -  TU0035
 TU0035  STATE/COUNTY-  HI/HAWAII
 TU0035  USGS QUAD   -  HILO (1995)
 TU0035
 TU0035                         *CURRENT SURVEY CONTROL
 TU0035  ___________________________________________________________________
 TU0035* NAD 83(1986)-  19 43 16.     (N)    155 05 05.     (W)     SCALED    
 TU0035* LOCAL TIDAL -         5.114  (meters)      16.78   (feet)  ADJ UNCH  
 TU0035  ___________________________________________________________________
 TU0035  GEOID HEIGHT-          18.38  (meters)                     GEOID03
 TU0035
 TU0035  VERT ORDER  -  FIRST     CLASS I
 TU0035
 TU0035.The horizontal coordinates were scaled from a topographic map and have
 TU0035.an estimated accuracy of +/- 6 seconds.
 TU0035
 TU0035.The orthometric height was key entered from printed documents
 TU0035.and not key verified.
 TU0035
 TU0035.The geoid height was determined by GEOID03.
 TU0035
 TU0035;                    North         East    Units  Estimated Accuracy
 TU0035;SPC HI 1     -    98,320.      543,530.      MT  (+/- 180 meters Scaled)
 TU0035
 TU0035                          SUPERSEDED SURVEY CONTROL
 TU0035
 TU0035.No superseded survey control is available for this station.
 TU0035
 TU0035_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB815819(NAD 83)
 TU0035_MARKER: DB = BENCH MARK DISK
 TU0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0035_SP_SET: BRIDGE
 TU0035_STAMPING: C 20 1975
 TU0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0035
 TU0035  HISTORY     - Date     Condition        Report By
 TU0035  HISTORY     - 1975     MONUMENTED       NGS
 TU0035  HISTORY     - 19970120 MARK NOT FOUND   USPSQD
 TU0035
 TU0035                          STATION DESCRIPTION
 TU0035
 TU0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0035'0.40 MI SE FROM HILO.
 TU0035'0.15 MILE SOUTHEAST ALONG KINOOLE STREET FROM THE POST OFFICE IN HILO,
 TU0035'THENCE 0.05 MILE NORTHEAST ALONG HAILI STREET, THENCE 0.20 MILE
 TU0035'SOUTHEAST ALONG KILAUEA AVENUE TO THE INTERSECTION OF PONAHAWAI
 TU0035'STREET.  SET IN THE TOP OF THE SOUTH END OF THE WEST WINGWALL OF A
 TU0035'BRIDGE UNDER KILAUEA AVENUE, AND PROTECTED BY 2 ALUMINUM GUARD RAILS.
 TU0035'53.4 FEET SOUTHEAST OF THE SOUTHEAST CURB OF PONAHAWAI STREET.  10.0
 TU0035'FEET NORTHEAST OF THE NORTHEAST CURB OF KILAUEA AVENUE.  10.0 FEET
 TU0035'EAST OF A POWER LINE POLE WITH SIX GUY WIRES.  ABOUT 2 INCHES ABOVE
 TU0035'THE LEVEL OF THE AVENUE.
 TU0035
 TU0035                          STATION RECOVERY (1997)
 TU0035
 TU0035'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0134 ***********************************************************************
 TU0134  DESIGNATION -  C 21
 TU0134  PID         -  TU0134
 TU0134  STATE/COUNTY-  HI/HAWAII
 TU0134  USGS QUAD   -  MAUNA LOA (1993)
 TU0134
 TU0134                         *CURRENT SURVEY CONTROL
 TU0134  ___________________________________________________________________
 TU0134* NAD 83(1986)-  19 29 46.     (N)    155 34 12.     (W)     SCALED    
 TU0134* LOCAL TIDAL -      3922.634  (meters)   12869.51   (feet)  ADJ UNCH  
 TU0134  ___________________________________________________________________
 TU0134  GEOID HEIGHT-          27.76  (meters)                     GEOID03
 TU0134
 TU0134  VERT ORDER  -  FIRST     CLASS I
 TU0134
 TU0134.The horizontal coordinates were scaled from a topographic map and have
 TU0134.an estimated accuracy of +/- 6 seconds.
 TU0134
 TU0134.The orthometric height was key entered from printed documents
 TU0134.and not key verified.
 TU0134
 TU0134.The geoid height was determined by GEOID03.
 TU0134
 TU0134;                    North         East    Units  Estimated Accuracy
 TU0134;SPC HI 1     -    73,370.      492,650.      MT  (+/- 180 meters Scaled)
 TU0134
 TU0134                          SUPERSEDED SURVEY CONTROL
 TU0134
 TU0134.No superseded survey control is available for this station.
 TU0134
 TU0134_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB302577(NAD 83)
 TU0134_MARKER: DB = BENCH MARK DISK
 TU0134_SETTING: 66 = SET IN ROCK OUTCROP
 TU0134_SP_SET: LAVA OUTCROP
 TU0134_STAMPING: C 21 1975
 TU0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0134+STABILITY: POSITION/ELEVATION WELL
 TU0134
 TU0134  HISTORY     - Date     Condition        Report By
 TU0134  HISTORY     - 1975     MONUMENTED       NGS
 TU0134
 TU0134                          STATION DESCRIPTION
 TU0134
 TU0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0134'30.30 MI SW FROM VOLCANO.
 TU0134'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0134'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0134'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0134'CONTINUE 14.75 MILES SOUTHWESTERLY ALONG MAUNA LOA TRAIL FROM THE END
 TU0134'OF THE ROAD TO MARK ON LEFT, IN TOP OF A LAVA OUTCROP, ABOUT 60 FEET
 TU0134'SOUTHEAST AND UP GRADE FROM THE SOUTHEAST EDGE OF THE 1975 LAVA FLOW,
 TU0134'12.0 FEET SOUTHEAST OF THE CENTER OF TRAIL, 2.0 FEET WEST OF A SMALL
 TU0134'CAIRN, AND 1.0 FOOT ABOVE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0886 ***********************************************************************
 TU0886  DESIGNATION -  C 23
 TU0886  PID         -  TU0886
 TU0886  STATE/COUNTY-  HI/MAUI
 TU0886  USGS QUAD   -  MAKENA (1995)
 TU0886
 TU0886                         *CURRENT SURVEY CONTROL
 TU0886  ___________________________________________________________________
 TU0886* NAD 83(1986)-  20 39 16.     (N)    156 25 34.     (W)     SCALED    
 TU0886* LOCAL TIDAL -       147.446  (meters)     483.75   (feet)  ADJUSTED  
 TU0886  ___________________________________________________________________
 TU0886  GEOID HEIGHT-          16.71  (meters)                     GEOID03
 TU0886
 TU0886  VERT ORDER  -  FIRST     CLASS I
 TU0886
 TU0886.The horizontal coordinates were scaled from a topographic map and have
 TU0886.an estimated accuracy of +/- 6 seconds.
 TU0886
 TU0886.The orthometric height was determined by differential leveling
 TU0886.and adjusted by the National Geodetic Survey in December 2003..
 TU0886
 TU0886.The geoid height was determined by GEOID03.
 TU0886
 TU0886;                    North         East    Units  Estimated Accuracy
 TU0886;SPC HI 2     -    35,570.      525,070.      MT  (+/- 180 meters Scaled)
 TU0886
 TU0886                          SUPERSEDED SURVEY CONTROL
 TU0886
 TU0886.No superseded survey control is available for this station.
 TU0886
 TU0886_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH681860(NAD 83)
 TU0886_MARKER: DV = VERTICAL CONTROL DISK
 TU0886_SETTING: 66 = SET IN ROCK OUTCROP
 TU0886_SP_SET: SET IN ROCK OUTCROP
 TU0886_STAMPING: C 23 1979
 TU0886_MARK LOGO: NGS   
 TU0886_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0886+STABILITY: POSITION/ELEVATION WELL
 TU0886
 TU0886  HISTORY     - Date     Condition        Report By
 TU0886  HISTORY     - 1979     MONUMENTED       NGS
 TU0886
 TU0886                          STATION DESCRIPTION
 TU0886
 TU0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0886'1.4 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0886'IN MAKENA, SET IN THE TOP OF A LAVA FLOW OUTCROP, 13 FEET SOUTH OF THE
 TU0886'CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0916 ***********************************************************************
 TU0916  DESIGNATION -  C 24
 TU0916  PID         -  TU0916
 TU0916  STATE/COUNTY-  HI/MAUI
 TU0916  USGS QUAD   -  PAIA (1997)
 TU0916
 TU0916                         *CURRENT SURVEY CONTROL
 TU0916  ___________________________________________________________________
 TU0916* NAD 83(1986)-  20 51 21.     (N)    156 21 51.     (W)     SCALED    
 TU0916* LOCAL TIDAL -       249.180  (meters)     817.52   (feet)  ADJUSTED  
 TU0916  ___________________________________________________________________
 TU0916  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU0916
 TU0916  VERT ORDER  -  FIRST     CLASS I
 TU0916
 TU0916.The horizontal coordinates were scaled from a topographic map and have
 TU0916.an estimated accuracy of +/- 6 seconds.
 TU0916
 TU0916.The orthometric height was determined by differential leveling
 TU0916.and adjusted by the National Geodetic Survey in December 2003..
 TU0916
 TU0916.The geoid height was determined by GEOID03.
 TU0916
 TU0916;                    North         East    Units  Estimated Accuracy
 TU0916;SPC HI 2     -    57,880.      531,480.      MT  (+/- 180 meters Scaled)
 TU0916
 TU0916                          SUPERSEDED SURVEY CONTROL
 TU0916
 TU0916.No superseded survey control is available for this station.
 TU0916
 TU0916_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ742084(NAD 83)
 TU0916_MARKER: DV = VERTICAL CONTROL DISK
 TU0916_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0916_SP_SET: BRIDGE ABUTMENT ON LAVA FLOW
 TU0916_STAMPING: C 24 1979
 TU0916_MARK LOGO: NGS   
 TU0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0916
 TU0916  HISTORY     - Date     Condition        Report By
 TU0916  HISTORY     - 1979     MONUMENTED       NGS
 TU0916
 TU0916                          STATION DESCRIPTION
 TU0916
 TU0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0916'2.7 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 TU0916'HIGHWAY 400 IN PUKALANI, SET IN THE TOP AND 1 FOOT NORTH OF THE SOUTH
 TU0916'END OF THE SOUTHEAST BRIDGE ABUTMENT OF THE HIGHWAY BRIDGE OVER
 TU0916'KAUHIKOA DITCH, 24 FEET EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0378 ***********************************************************************
 TU0378  DESIGNATION -  C 4 RESET 1941
 TU0378  PID         -  TU0378
 TU0378  STATE/COUNTY-  HI/HONOLULU
 TU0378  USGS QUAD   -  KANEOHE (1983)
 TU0378
 TU0378                         *CURRENT SURVEY CONTROL
 TU0378  ___________________________________________________________________
 TU0378* NAD 83(1986)-  21 27 30.     (N)    157 49 59.     (W)     SCALED    
 TU0378* LOCAL TIDAL -        13.239  (meters)      43.44   (feet)  ADJ UNCH  
 TU0378  ___________________________________________________________________
 TU0378  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU0378
 TU0378  VERT ORDER  -  FIRST     CLASS II
 TU0378
 TU0378.The horizontal coordinates were scaled from a topographic map and have
 TU0378.an estimated accuracy of +/- 6 seconds.
 TU0378
 TU0378.The orthometric height was key entered from printed documents
 TU0378.and not key verified.
 TU0378
 TU0378.The geoid height was determined by GEOID03.
 TU0378
 TU0378;                    North         East    Units  Estimated Accuracy
 TU0378;SPC HI 3     -    32,300.      517,300.      MT  (+/- 180 meters Scaled)
 TU0378
 TU0378                          SUPERSEDED SURVEY CONTROL
 TU0378
 TU0378.No superseded survey control is available for this station.
 TU0378
 TU0378_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ209733(NAD 83)
 TU0378_MARKER: DB = BENCH MARK DISK
 TU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0378_STAMPING: C4 RESET 1941
 TU0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0378+STABILITY: SURFACE MOTION
 TU0378
 TU0378  HISTORY     - Date     Condition        Report By
 TU0378  HISTORY     - 1941     MONUMENTED       LOCENG
 TU0378  HISTORY     - 1962     GOOD             NGS
 TU0378  HISTORY     - 1969     GOOD             NGS
 TU0378
 TU0378                          STATION DESCRIPTION
 TU0378
 TU0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0378'4.3 MI NW FROM KANEOHE.
 TU0378'4.3 MILES NORTHWEST ALONG KAMEHAMEHA HIGHWAY FROM THE POST OFFICE IN
 TU0378'KANEOHE, AT THE INTERSECTION OF LIHIKAI DRIVE, IN THE SOUTHWEST CORNER
 TU0378'OF THE LAWN OF THE ST. JOHNS-BY-THE-SEA EPISCOPAL CHURCH, 49.7 FEET
 TU0378'EAST OF A STREET SIGNPOST, 22.2 FEET NORTH OF CENTER LINE OF
 TU0378'KAMEHAMEHA HIGHWAY, 1.5 FEET NORTH OF A HEDGE, 21.3 FEET WEST OF WEST
 TU0378'EDGE OF CONCRETE SIDEWALK LEADING TO SOUTH ENTRANCE OF CHURCH, AND IN
 TU0378'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 TU0378'ABOVE THE GROUND.
 TU0378
 TU0378                          STATION RECOVERY (1969)
 TU0378
 TU0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0296 ***********************************************************************
 TU0296  DESIGNATION -  C 5
 TU0296  PID         -  TU0296
 TU0296  STATE/COUNTY-  HI/HONOLULU
 TU0296  USGS QUAD   -  HONOLULU (1983)
 TU0296
 TU0296                         *CURRENT SURVEY CONTROL
 TU0296  ___________________________________________________________________
 TU0296* NAD 83(1986)-  21 17 31.     (N)    157 50 57.     (W)     SCALED    
 TU0296* LOCAL TIDAL -         1.786  (meters)       5.86   (feet)  ADJ UNCH  
 TU0296  ___________________________________________________________________
 TU0296  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU0296
 TU0296  VERT ORDER  -  FIRST     CLASS II
 TU0296
 TU0296.The horizontal coordinates were scaled from a topographic map and have
 TU0296.an estimated accuracy of +/- 6 seconds.
 TU0296
 TU0296.The orthometric height was key entered from printed documents
 TU0296.and not key verified.
 TU0296
 TU0296.The geoid height was determined by GEOID03.
 TU0296
 TU0296;                    North         East    Units  Estimated Accuracy
 TU0296;SPC HI 3     -    13,880.      515,650.      MT  (+/- 180 meters Scaled)
 TU0296
 TU0296                          SUPERSEDED SURVEY CONTROL
 TU0296
 TU0296.No superseded survey control is available for this station.
 TU0296
 TU0296_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ193548(NAD 83)
 TU0296_MARKER: DB = BENCH MARK DISK
 TU0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0296_STAMPING: C 5 1928
 TU0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0296+STABILITY: SURFACE MOTION
 TU0296
 TU0296  HISTORY     - Date     Condition        Report By
 TU0296  HISTORY     - 1928     MONUMENTED       CGS
 TU0296  HISTORY     - 1962     POOR             NGS
 TU0296  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 TU0296
 TU0296                          STATION DESCRIPTION
 TU0296
 TU0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0296'IN HONOLULU.
 TU0296'1.2 MILES AIRLINE SOUTHEAST OF THE FEDERAL BUILDING IN HONOLULU, ALONG
 TU0296'THE NORTH SIDE OF ALA MOANA BLVD.  ON THE PROPERTY LINE BETWEEN THE
 TU0296'PARKWAY APARTMENTS AND KHVH -TV STATION, 17.5 FEET WEST OF THE CENTER
 TU0296'LINE OF THE APARTMENT DRIVEWAY, 2.1 FEET EAST OF THE CONCRETE CURBING
 TU0296'OF THE TV STATION DRIVEWAY, IN AN OLEANDER HEDGE, AND SET IN THE TOP
 TU0296'OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 18 INCHES ABOVE
 TU0296'THE GROUND.  NOTE-- THE MONUMENT HAS BEEN STRUCK ON THE EAST SIDE BY
 TU0296'MACHINERY AND HAS A LARGE SECTION OF CONCRETE KNOCKED OFF, EXPOSING 2
 TU0296'METAL RE-INFORCING RODS.  THERE IS A HORIZONTAL CRACK ACROSS THE
 TU0296'MONUMENT, ABOUT 6 INCHES DOWN FROM THE TOP, WHICH APPEARS TO BE OPENED
 TU0296'SLIGHTLY.
 TU0296
 TU0296                          STATION RECOVERY (1999)
 TU0296
 TU0296'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0297 ***********************************************************************
 TU0297  DESIGNATION -  C 5 RESET 1963
 TU0297  PID         -  TU0297
 TU0297  STATE/COUNTY-  HI/HONOLULU
 TU0297  USGS QUAD   -  HONOLULU (1983)
 TU0297
 TU0297                         *CURRENT SURVEY CONTROL
 TU0297  ___________________________________________________________________
 TU0297* NAD 83(1986)-  21 17 30.     (N)    157 50 58.     (W)     SCALED    
 TU0297* LOCAL TIDAL -         1.195  (meters)       3.92   (feet)  ADJ UNCH  
 TU0297  ___________________________________________________________________
 TU0297  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU0297
 TU0297  VERT ORDER  -  FIRST     CLASS II
 TU0297
 TU0297.The horizontal coordinates were scaled from a topographic map and have
 TU0297.an estimated accuracy of +/- 6 seconds.
 TU0297
 TU0297.The orthometric height was key entered from printed documents
 TU0297.and not key verified.
 TU0297
 TU0297.The geoid height was determined by GEOID03.
 TU0297
 TU0297;                    North         East    Units  Estimated Accuracy
 TU0297;SPC HI 3     -    13,850.      515,620.      MT  (+/- 180 meters Scaled)
 TU0297
 TU0297                          SUPERSEDED SURVEY CONTROL
 TU0297
 TU0297.No superseded survey control is available for this station.
 TU0297
 TU0297_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ193548(NAD 83)
 TU0297_MARKER: DB = BENCH MARK DISK
 TU0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0297_SP_SET: SIDEWALK
 TU0297_STAMPING: C 5 1928 RESET 1963
 TU0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0297
 TU0297  HISTORY     - Date     Condition        Report By
 TU0297  HISTORY     - 1963     MONUMENTED       CGS
 TU0297  HISTORY     - 1969     GOOD             NGS
 TU0297  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 TU0297
 TU0297                          STATION DESCRIPTION
 TU0297
 TU0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU0297'IN HONOLULU.
 TU0297'1.2 MILES AIRLINE SOUTHEAST OF THE FEDERAL BUILDING IN HONOLULU, ALONG
 TU0297'THE NORTH SIDE OF ALA MOANA BLVD., 16 INCHES SOUTHEAST OF SOUTHEAST
 TU0297'EDGE OF DRIVEWAY INTO KHVH-TV STATION, 8 FEET NORTHEAST OF NORTHEAST
 TU0297'EDGE OF ALA MOANA BLVD., 23 FEET NORTHWEST OF NORTHWEST EDGE OF
 TU0297'DRIVEWAY INTO THE PARKWAY APARTMENTS, 11.7 FEET NORTHWEST OF A POWER
 TU0297'POLE, 5 INCHES SOUTHWEST OF A CONCRETE CURB, AND CEMENTED IN A DRILL
 TU0297'HOLE IN THE CONCRETE SIDEWALK.
 TU0297
 TU0297                          STATION RECOVERY (1969)
 TU0297
 TU0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0297'RECOVERED IN GOOD CONDITION.
 TU0297
 TU0297                          STATION RECOVERY (1999)
 TU0297
 TU0297'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0207 ***********************************************************************
 TU0207  DESIGNATION -  C 6
 TU0207  PID         -  TU0207
 TU0207  STATE/COUNTY-  HI/MAUI
 TU0207  USGS QUAD   -  PAIA (1997)
 TU0207
 TU0207                         *CURRENT SURVEY CONTROL
 TU0207  ___________________________________________________________________
 TU0207* NAD 83(1986)-  20 51 23.     (N)    156 23 08.     (W)     SCALED    
 TU0207* LOCAL TIDAL -       143.606  (meters)     471.15   (feet)  ADJ UNCH  
 TU0207  ___________________________________________________________________
 TU0207  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU0207
 TU0207  VERT ORDER  -  FIRST     CLASS II
 TU0207
 TU0207.The horizontal coordinates were scaled from a topographic map and have
 TU0207.an estimated accuracy of +/- 6 seconds.
 TU0207
 TU0207.The orthometric height was key entered from printed documents
 TU0207.and not key verified.
 TU0207
 TU0207.The geoid height was determined by GEOID03.
 TU0207
 TU0207;                    North         East    Units  Estimated Accuracy
 TU0207;SPC HI 2     -    57,930.      529,250.      MT  (+/- 180 meters Scaled)
 TU0207
 TU0207                          SUPERSEDED SURVEY CONTROL
 TU0207
 TU0207.No superseded survey control is available for this station.
 TU0207
 TU0207_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ720084(NAD 83)
 TU0207_MARKER: DB = BENCH MARK DISK
 TU0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0207_STAMPING: C 6 1950
 TU0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0207+STABILITY: SURFACE MOTION
 TU0207
 TU0207  HISTORY     - Date     Condition        Report By
 TU0207  HISTORY     - 1950     MONUMENTED       CGS
 TU0207  HISTORY     - 1968     GOOD             NGS
 TU0207
 TU0207                          STATION DESCRIPTION
 TU0207
 TU0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0207'4.5 MI SW FROM PAIA.
 TU0207'3.4 MILES SOUTH FROM THE POST OFFICE IN PAIA ALONG BALDWIN AVE., PAIA
 TU0207'MILL ROAD, AND KEAHUA ROAD TO CROSSROAD INTERSECTION OF STATE HIGHWAY
 TU0207'37, THENCE CONTINUE AHEAD ON KEAHUA ROAD FOR 0.45 MILE, THENCE GO
 TU0207'RIGHT ON MACADAM ROAD NEAR OLD CHURCH FOR 0.55 MILE, THENCE GO LEFT ON
 TU0207'CANE-FIELD ROAD FOR 0.5 MILE TO LOWRIE DITCH.  ON NORTHWEST BANK OF
 TU0207'CANAL, NEAR SMALL HC AND S CO. WEATHER STATION, 22 FEET SOUTHEAST OF
 TU0207'CENTER LINE OF CANAL ROAD, 8.8 FEET SOUTH OF SOUTH LEG OF THE WEATHER
 TU0207'STATION PLATFORM, 42.7 FEET SOUTHWEST OF THE WEST WINGWALL OF A
 TU0207'RAISED, SQUARE, CONCRETE FLUME (PROMINENT BECAUSE THE REST OF THE
 TU0207'CANAL IS WIDE AND HAS SLOPING BANKS), 5 FEET NORTHWEST OF EDGE OF
 TU0207'CANAL, 1 FOOT SOUTHEAST OF A WHITE WITNESS POST, IN A 4-FOOT-WIDE
 TU0207'NOTCH IN THE DIRT DITCH-BANK, AND SET IN THE TOP OF A 10-INCH-SQUARE,
 TU0207'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND AND PAINTED YELLOW.
 TU0207'NOTE-- WHEN RECOVERED THE MARK WAS FOUND UNDER A 12-INCH COVER OF
 TU0207'DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2977 ***********************************************************************
 TU2977  DESIGNATION -  CAA INCLOSURE SE COR 1950
 TU2977  PID         -  TU2977
 TU2977  STATE/COUNTY-  HI/MAUI
 TU2977  USGS QUAD   -  PUU O KALI (1992)
 TU2977
 TU2977                         *CURRENT SURVEY CONTROL
 TU2977  ___________________________________________________________________
 TU2977* NAD 83(1993)-  20 46 37.34439(N)    156 27 00.14634(W)     ADJUSTED  
 TU2977* LOCAL TIDAL -        39.     (meters)     128.     (feet)  SCALED    
 TU2977  ___________________________________________________________________
 TU2977  EPOCH DATE  -        1993.62
 TU2977  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 TU2977  GEOID HEIGHT-          16.51  (meters)                     GEOID03
 TU2977
 TU2977  HORZ ORDER  -  SECOND
 TU2977
 TU2977.The horizontal coordinates were established by classical geodetic methods
 TU2977.and adjusted by the National Geodetic Survey in December 1998..
 TU2977.The horizontal coordinates are valid at the epoch date displayed above.
 TU2977.The epoch date for horizontal control is a decimal equivalence
 TU2977.of Year/Month/Day.
 TU2977
 TU2977.The orthometric height was scaled from a topographic map.
 TU2977
 TU2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2977
 TU2977.The geoid height was determined by GEOID03.
 TU2977
 TU2977;                    North         East     Units Scale Factor Converg.
 TU2977;SPC HI 2     -    49,136.843   522,555.260   MT  0.99997295   +0 04 36.6
 TU2977;UTM  04      - 2,299,568.900   765,471.837   MT  1.00047105   +0 54 18.3
 TU2977
 TU2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2977!SPC HI 2     -   0.99999127  x   0.99997295  =   0.99996423
 TU2977!UTM  04      -   0.99999127  x   1.00047105  =   1.00046232
 TU2977
 TU2977                          SUPERSEDED SURVEY CONTROL
 TU2977
 TU2977  NAD 83(1986)-  20 46 37.30999(N)    156 27 00.13547(W) AD(       ) 2
 TU2977  OLD HI      -  20 46 48.82700(N)    156 27 10.28300(W) AD(       ) 2
 TU2977
 TU2977.Superseded values are not recommended for survey control.
 TU2977.NGS no longer adjusts projects to the OLD HI datum.
 TU2977.See file dsdata.txt to determine how the superseded data were derived.
 TU2977
 TU2977_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6547299569(NAD 83)
 TU2977
 TU2977  HISTORY     - Date     Condition        Report By
 TU2977  HISTORY     - 1950     MONUMENTED       CGS
 TU2977
 TU2977                          STATION DESCRIPTION
 TU2977
 TU2977'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU2977'SEE STATION WAIAKOA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3415 ***********************************************************************
 TU3415  DESIGNATION -  CAB
 TU3415  PID         -  TU3415
 TU3415  STATE/COUNTY-  HI/MAUI
 TU3415  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3415
 TU3415                         *CURRENT SURVEY CONTROL
 TU3415  ___________________________________________________________________
 TU3415* NAD 83(1993)-  21 06 13.29409(N)    157 04 21.97129(W)     ADJUSTED  
 TU3415* LOCAL TIDAL -                                                        
 TU3415  ___________________________________________________________________
 TU3415  EPOCH DATE  -        1993.62
 TU3415  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 TU3415  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU3415
 TU3415  HORZ ORDER  -  THIRD
 TU3415
 TU3415.The horizontal coordinates were established by classical geodetic methods
 TU3415.and adjusted by the National Geodetic Survey in December 1998..
 TU3415.The horizontal coordinates are valid at the epoch date displayed above.
 TU3415.The epoch date for horizontal control is a decimal equivalence
 TU3415.of Year/Month/Day.
 TU3415
 TU3415
 TU3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3415
 TU3415.The geoid height was determined by GEOID03.
 TU3415
 TU3415;                    North         East     Units Scale Factor Converg.
 TU3415;SPC HI 2     -    85,340.113   457,807.667   MT  0.99998866   -0 08 46.4
 TU3415;UTM  04      - 2,334,836.214   700,184.240   MT  1.00009524   +0 41 38.9
 TU3415
 TU3415                          SUPERSEDED SURVEY CONTROL
 TU3415
 TU3415  NAD 83(1986)-  21 06 13.24997(N)    157 04 21.91991(W) AD(       ) 4
 TU3415  OLD HI      -  21 06 24.67000(N)    157 04 32.00000(W) AD(       ) 3
 TU3415
 TU3415.Superseded values are not recommended for survey control.
 TU3415.NGS no longer adjusts projects to the OLD HI datum.
 TU3415.See file dsdata.txt to determine how the superseded data were derived.
 TU3415
 TU3415_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0018434836(NAD 83)
 TU3415
 TU3415  HISTORY     - Date     Condition        Report By
 TU3415  HISTORY     - UNK      MONUMENTED
 TU3415  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3415
 TU3415                          STATION DESCRIPTION
 TU3415
 TU3415'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3415'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3415'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3415'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK COULD BE
 TU3415'FOUND.
 TU3415'
 TU3415'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0719 ***********************************************************************
 TU0719  DESIGNATION -  CABLE
 TU0719  PID         -  TU0719
 TU0719  STATE/COUNTY-  HI/KAUAI
 TU0719  USGS QUAD   -  KEKAHA (1983)
 TU0719
 TU0719                         *CURRENT SURVEY CONTROL
 TU0719  ___________________________________________________________________
 TU0719* NAD 83(1993)-  22 01 44.07171(N)    159 46 59.10099(W)     ADJUSTED  
 TU0719* LOCAL TIDAL -         6.861  (meters)      22.51   (feet)  ADJ UNCH  
 TU0719  ___________________________________________________________________
 TU0719  EPOCH DATE  -        1993.62
 TU0719  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 TU0719  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0719
 TU0719  HORZ ORDER  -  SECOND
 TU0719  VERT ORDER  -  SECOND    CLASS 0
 TU0719
 TU0719.The horizontal coordinates were established by classical geodetic methods
 TU0719.and adjusted by the National Geodetic Survey in December 1998..
 TU0719.The horizontal coordinates are valid at the epoch date displayed above.
 TU0719.The epoch date for horizontal control is a decimal equivalence
 TU0719.of Year/Month/Day.
 TU0719
 TU0719.The orthometric height was key entered from printed documents
 TU0719.and not key verified.
 TU0719
 TU0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0719
 TU0719.The geoid height was determined by GEOID03.
 TU0719
 TU0719;                    North         East     Units Scale Factor Converg.
 TU0719;SPC HI 4     -    21,682.808   470,774.313   MT  1.00000055   -0 06 22.2
 TU0719;UTM  04      - 2,436,233.915   419,184.021   MT  0.99968070   -0 17 37.4
 TU0719
 TU0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0719!SPC HI 4     -   0.99999638  x   1.00000055  =   0.99999693
 TU0719!UTM  04      -   0.99999638  x   0.99968070  =   0.99967708
 TU0719
 TU0719:                Primary Azimuth Mark                     Grid Az
 TU0719:SPC HI 4     -  SILVER                                   007 50 43.6
 TU0719:UTM  04      -  SILVER                                   008 01 58.8
 TU0719
 TU0719|---------------------------------------------------------------------|
 TU0719| PID    Reference Object                     Distance      Geod. Az  |
 TU0719|                                                           dddmmss.s |
 TU0719| TU0710 SILVER                              APPROX. 0.6 KM 0074421.4 |
 TU0719| TU0718 MPS 25 FEEDHORN MK                    8.367 METERS 01051     |
 TU0719| TU0728 CANE                                295.745 METERS 15936     |
 TU0719| TU0724 BARK                                471.829 METERS 1820059.0 |
 TU0719| TU0703 FPQ 10 CAL REF                      227.109 METERS 19826     |
 TU0719| CJ9394 CABLE RM 1                           13.470 METERS 31133     |
 TU0719|---------------------------------------------------------------------|
 TU0719
 TU0719                          SUPERSEDED SURVEY CONTROL
 TU0719
 TU0719  NAD 83(1986)-  22 01 44.03674(N)    159 46 59.12678(W) AD(       ) 2
 TU0719  OLD HI      -  22 01 55.31400(N)    159 47 09.17120(W) AD(       ) 2
 TU0719
 TU0719.Superseded values are not recommended for survey control.
 TU0719.NGS no longer adjusts projects to the OLD HI datum.
 TU0719.See file dsdata.txt to determine how the superseded data were derived.
 TU0719
 TU0719_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1918436234(NAD 83)
 TU0719_MARKER: DS = TRIANGULATION STATION DISK
 TU0719_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0719+WITH SETTING: INTO GROUND
 TU0719_STAMPING: CABLE 1964
 TU0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0719+STABILITY: SURFACE MOTION
 TU0719
 TU0719  HISTORY     - Date     Condition        Report By
 TU0719  HISTORY     - 1964     MONUMENTED       CGS
 TU0719  HISTORY     - 1965     GOOD             NGS
 TU0719  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0719  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0719
 TU0719                          STATION DESCRIPTION
 TU0719
 TU0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0719'THE STATION IS LOCATED ON BONHAM AUXILIARY LANDING FIELD, ON A
 TU0719'SAND KNOLL NEAR THE MPS-25 BORESIGHT TOWER, ABOUT 0.2 MILE
 TU0719'SOUTHEAST OF THE BONHAM AUXILIARY LANDING FIELD CONTROL TOWER,
 TU0719'0.15 MILE WEST OF THE NAVY BARRACKS.
 TU0719'
 TU0719'TO REACH FROM BONHAM AUXILIARY LANDING FIELD MAIN GATE, GO WEST
 TU0719'0.15 MILE TO A FORKS.  TAKE LEFT FORK, GO SOUTH 0.4 MILE TO A
 TU0719'CROSSROAD.  CONTINUE STRAIGHT AHEAD, GO SOUTH 0.1 MILE TO A SIDE
 TU0719'ROAD RIGHT.  TURN RIGHT, GO WEST AND THEN SOUTH 0.2 MILE TO SUPPLY
 TU0719'BUILDING.  TURN RIGHT GO WEST 200 FEET TO THE MPS-25 BORESIGHT
 TU0719'TOWER AND STATION.
 TU0719'
 TU0719'STATION MARK, A STANDARD DISK STAMPED CABLE 1964, IS SET IN THE
 TU0719'TOP OF A 4-INCH CAST IRON SEWER PIPE PROJECTING 12 INCHES ABOVE THE
 TU0719'GROUND.  IT IS 27 FEET SOUTH-SOUTHEAST OF THE MPS-25 BORESIGHT
 TU0719'TOWER.
 TU0719'
 TU0719'REFERENCE MARK 1, A STANDARD DISK STAMPED CABLE NO 1 1964, IS SET
 TU0719'IN THE TOP OF A 4-INCH CAST IRON SEWER PIPE PROJECTING 12 INCHES
 TU0719'ABOVE GROUND.  IT IS ABOUT 5 FEET HIGHER THAN THE STATION AND
 TU0719'IS ON A 14-FOOT BANK OF SAND, 25 FEET WEST OF THE MPS-25 BORESIGHT
 TU0719'TOWER.
 TU0719'
 TU0719'MPS-25 FEEDHORN, A PLAIN BRASS DISK STAMPED MPS-25 FEEDHORN 1964,
 TU0719'SET IN THE TOP OF A 4-INCH CAST IRON SEWER PIPE PROJECTING 10
 TU0719'INCHES ABOVE THE GROUND.  IT IS LOCATED 4 FEET SOUTH OF THE CENTER
 TU0719'OF THE MPS-25 BORESIGHT TOWER.
 TU0719
 TU0719                          STATION RECOVERY (1965)
 TU0719
 TU0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TU0719'8.15 MI NW FROM KEKAHA.
 TU0719'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0719'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0719'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0719'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0719'THENCE NORTHERLY 0.3 MILE TO THE BORESIGHT TOWER, 27.6 FEET SOUTH OF
 TU0719'THE SOUTHWEST CORNER OF THE CONCRETE PAD, SUPPORTING THE TOWER. THE
 TU0719'DISK IS CEMENTED IN THE TOP OF A 5-INCH IRON PIPE WHICH PROJECTS 7
 TU0719'INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0719
 TU0719                          STATION RECOVERY (1968)
 TU0719
 TU0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0719'THE STATION MARK, REFERENCE MARK 1 AND MPS-25 FEEDHORN WERE
 TU0719'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO
 TU0719'REFERENCE MARK 1 WAS NOT VERIFIED.  A NEW AND COMPLETE DESCRIPTION
 TU0719'FOLLOWS--
 TU0719'
 TU0719'THE STATION IS LOCATED ON THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0719'FACILITY, ABOUT 1/4 MILE SOUTHEAST OF THE CONTROL TOWER, 1/4 MILE
 TU0719'SOUTHWEST OF THE MAIN GATE AND ON A LOW SANDY KNOLL.
 TU0719'
 TU0719'TO REACH THE STATION FROM THE MAIN GATE OF THE BARKING SANDS
 TU0719'PACIFIC MISSILE RANGE FACILITY, GO SOUTH ON NOHILI ROAD FOR 0.1
 TU0719'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTH ON LII
 TU0719'WAY FOR 0.15 MILE.  TURN RIGHT AND GO WEST ACROSS A GRASSY AREA
 TU0719'FOR 200 FEET TO THE BASE OF THE LOW SANDY KNOLL AND THE STATION AT
 TU0719'TOP OF KNOLL.
 TU0719'
 TU0719'THE STATION MARK, A STANDARD DISK STAMPED CABLE 1964, IS SET IN
 TU0719'THE TOP OF A 4-INCH CAST IRON PIPE THAT PROJECTS 10 INCHES ABOVE
 TU0719'THE SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH OF THE CENTER OF
 TU0719'THE MPS-25 BORESIGHT TOWER.
 TU0719'
 TU0719'REFERENCE MARK 1, A STANDARD DISK STAMPED CABLE NO 1 1964, IS SET
 TU0719'IN THE TOP OF A 4-INCH CAST IRON PIPE THAT PROJECTS 12 INCHES ABOVE
 TU0719'THE SURFACE OF THE GROUND.  IT IS ABOUT 5 FEET HIGHER THAN THE
 TU0719'STATION AND 29 FEET WEST OF THE CENTER OF THE MPS-25 BORESIGHT
 TU0719'TOWER.
 TU0719'
 TU0719'MPS-25 FEEDHORN IS A PLAIN BRASS DISK, STAMPED MPS-25 FEEDHORN
 TU0719'1964, SET IN THE TOP OF A 4-INCH CAST IRON PIPE THAT PROJECTS 8
 TU0719'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 4 FEET SOUTH OF THE
 TU0719'MPS-25 BORESIGHT TOWER.
 TU0719
 TU0719                          STATION RECOVERY (1983)
 TU0719
 TU0719'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0719'STATION HAS BEEN DESTROYED PER PAC. MISSILE RANGE SURVEYOR AREA
 TU0719'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0720 ***********************************************************************
 TU0720  DESIGNATION -  CABLE RM 1
 TU0720  PID         -  TU0720
 TU0720  STATE/COUNTY-  HI/KAUAI
 TU0720  USGS QUAD   -  KEKAHA (1983)
 TU0720
 TU0720                         *CURRENT SURVEY CONTROL
 TU0720  ___________________________________________________________________
 TU0720* NAD 83(1986)-  22 01 44.     (N)    159 46 59.     (W)     SCALED    
 TU0720* LOCAL TIDAL -         8.151  (meters)      26.74   (feet)  ADJ UNCH  
 TU0720  ___________________________________________________________________
 TU0720  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0720
 TU0720  VERT ORDER  -  SECOND    CLASS 0
 TU0720
 TU0720.The horizontal coordinates were scaled from a topographic map and have
 TU0720.an estimated accuracy of +/- 6 seconds.
 TU0720
 TU0720.The orthometric height was key entered from printed documents
 TU0720.and not key verified.
 TU0720
 TU0720.The geoid height was determined by GEOID03.
 TU0720
 TU0720;                    North         East    Units  Estimated Accuracy
 TU0720;SPC HI 4     -    21,680.      470,780.      MT  (+/- 180 meters Scaled)
 TU0720
 TU0720                          SUPERSEDED SURVEY CONTROL
 TU0720
 TU0720.No superseded survey control is available for this station.
 TU0720
 TU0720_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191362(NAD 83)
 TU0720_MARKER: DR = REFERENCE MARK DISK
 TU0720_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0720+WITH SETTING: INTO GROUND
 TU0720_STAMPING: CABLE NO 1 1964
 TU0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0720+STABILITY: SURFACE MOTION
 TU0720
 TU0720  HISTORY     - Date     Condition        Report By
 TU0720  HISTORY     - 1964     MONUMENTED       CGS
 TU0720  HISTORY     - 1965     GOOD             NGS
 TU0720
 TU0720                          STATION DESCRIPTION
 TU0720
 TU0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0720'8.15 MI NW FROM KEKAHA.
 TU0720'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0720'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0720'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0720'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0720'THENCE 0.3 MILE NORTHERLY TO THE BORESIGHT TOWER, 34.4 FEET WEST OF
 TU0720'THE WEST EDGE OF THE CONCRETE PAD WHICH SUPPORTS THE TOWER, ON A SANDY
 TU0720'KNOLL WHICH IS 5 FEET HIGHER THAN THE PAD.  THE DISK IS CEMENTED IN
 TU0720'THE TOP OF A 5-INCH IRON PIPE WHICH PROJECTS 12 INCHES ABOVE THE
 TU0720'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1576 ***********************************************************************
 TU1576  DESIGNATION -  CACTUS
 TU1576  PID         -  TU1576
 TU1576  STATE/COUNTY-  HI/HONOLULU
 TU1576  USGS QUAD   -  KAENA (1983)
 TU1576
 TU1576                         *CURRENT SURVEY CONTROL
 TU1576  ___________________________________________________________________
 TU1576* NAD 83(1993)-  21 33 48.81817(N)    158 14 43.04875(W)     ADJUSTED  
 TU1576* LOCAL TIDAL -       411.4    (meters)    1350.     (feet)  VERT ANG  
 TU1576  ___________________________________________________________________
 TU1576  EPOCH DATE  -        1993.62
 TU1576  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 TU1576  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU1576
 TU1576  HORZ ORDER  -  SECOND
 TU1576
 TU1576.The horizontal coordinates were established by classical geodetic methods
 TU1576.and adjusted by the National Geodetic Survey in December 1998..
 TU1576.The horizontal coordinates are valid at the epoch date displayed above.
 TU1576.The epoch date for horizontal control is a decimal equivalence
 TU1576.of Year/Month/Day.
 TU1576
 TU1576.The orthometric height was determined by vertical angle observations.
 TU1576
 TU1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1576
 TU1576.The geoid height was determined by GEOID03.
 TU1576
 TU1576;                    North         East     Units Scale Factor Converg.
 TU1576;SPC HI 3     -    43,964.363   474,594.117   MT  0.99999797   -0 05 24.6
 TU1576;UTM  04      - 2,384,709.664   578,139.441   MT  0.99967545   +0 16 38.6
 TU1576
 TU1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1576!SPC HI 3     -   0.99993303  x   0.99999797  =   0.99993100
 TU1576!UTM  04      -   0.99993303  x   0.99967545  =   0.99960850
 TU1576
 TU1576:                Primary Azimuth Mark                     Grid Az
 TU1576:SPC HI 3     -  RED                                      256 46 33.5
 TU1576:UTM  04      -  RED                                      256 24 30.3
 TU1576
 TU1576|---------------------------------------------------------------------|
 TU1576| PID    Reference Object                     Distance      Geod. Az  |
 TU1576|                                                           dddmmss.s |
 TU1576| TU1590 RED                                 APPROX. 0.7 KM 2564108.9 |
 TU1576| CJ9395 CACTUS RM 1                           9.290 METERS 35126     |
 TU1576|---------------------------------------------------------------------|
 TU1576
 TU1576                          SUPERSEDED SURVEY CONTROL
 TU1576
 TU1576  NAD 83(1986)-  21 33 48.76709(N)    158 14 43.06061(W) AD(       ) 2
 TU1576  OLD HI      -  21 34 00.15150(N)    158 14 53.00950(W) AD(       ) 2
 TU1576
 TU1576.Superseded values are not recommended for survey control.
 TU1576.NGS no longer adjusts projects to the OLD HI datum.
 TU1576.See file dsdata.txt to determine how the superseded data were derived.
 TU1576
 TU1576_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7813984710(NAD 83)
 TU1576_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1576_SETTING: 66 = SET IN ROCK OUTCROP
 TU1576
 TU1576  HISTORY     - Date     Condition        Report By
 TU1576  HISTORY     - 1958     MONUMENTED       CGS
 TU1576  HISTORY     - 1965     GOOD             CGS
 TU1576  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1576
 TU1576                          STATION DESCRIPTION
 TU1576
 TU1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1576'THE STATION IS 7.0 MILES NORTH OF WAIANAE, 2.5 MILES EAST OF
 TU1576'KAENA POINT LIGHT HOUSE AND 2.5 MILES SOUTH-WEST OF THE WEST END
 TU1576'OF THE DILLINGHAM AIR FORCE BASE RUNWAY.
 TU1576'
 TU1576'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO NORTH ON
 TU1576'THE MAIN TRAVELED ROAD FOR 6.9 MILES TO THE END OF THE PAVEMENT
 TU1576'AND A CEMETARY ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.5
 TU1576'MILES TO A T-ROAD RIGHT, TURN RIGHT AND FOLLOW THE WINDING ROAD
 TU1576'UP THE STEEP HILL FOR 1.6 MILES TO THE TOP AND A T-INTERSECTION,
 TU1576'TURN LEFT AND GO 0.1 MILE, THEN PACK SOUTH TO THE TOP OF THE
 TU1576'HILL AND THE STATION, A 10 MINUTE PACK.
 TU1576'
 TU1576'THE STATION A STANDARD DISK STAMPED CACTUS 1958 IS SET IN A DRILL
 TU1576'HOLE IN A BOULDER AND IS NEAR THE WEST END OF THE TOP OF THE HILL.
 TU1576'
 TU1576'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED CACTUS NO 1,
 TU1576'1958 IS SET IN A DRILL HOLE IN A BOULDER AND IS ABOUT THE SAME
 TU1576'ELEVATION AS THE STATION.
 TU1576'
 TU1576'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1576
 TU1576                          STATION RECOVERY (1965)
 TU1576
 TU1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1576'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS PREVIOUSLY
 TU1576'DESCRIBED.
 TU1576
 TU1576                          STATION RECOVERY (1967)
 TU1576
 TU1576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CA)
 TU1576'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1941 ***********************************************************************
 TU1941  DESIGNATION -  CADDIE
 TU1941  PID         -  TU1941
 TU1941  STATE/COUNTY-  HI/KAUAI
 TU1941  USGS QUAD   -  KAPAA (1996)
 TU1941
 TU1941                         *CURRENT SURVEY CONTROL
 TU1941  ___________________________________________________________________
 TU1941* NAD 83(1993)-  22 01 34.79191(N)    159 20 20.77570(W)     ADJUSTED  
 TU1941* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1941  ___________________________________________________________________
 TU1941  EPOCH DATE  -        1993.62
 TU1941  LAPLACE CORR-         -14.13  (seconds)                    DEFLEC99
 TU1941  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU1941
 TU1941  HORZ ORDER  -  THIRD
 TU1941
 TU1941.The horizontal coordinates were established by classical geodetic methods
 TU1941.and adjusted by the National Geodetic Survey in December 1998..
 TU1941.The horizontal coordinates are valid at the epoch date displayed above.
 TU1941.The epoch date for horizontal control is a decimal equivalence
 TU1941.of Year/Month/Day.
 TU1941
 TU1941.The orthometric height was scaled from a topographic map.
 TU1941
 TU1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1941
 TU1941.The geoid height was determined by GEOID03.
 TU1941
 TU1941;                    North         East     Units Scale Factor Converg.
 TU1941;SPC HI 4     -    21,379.045   516,611.210   MT  0.99999341   +0 03 37.2
 TU1941;UTM  04      - 2,435,780.284   465,003.679   MT  0.99961513   -0 07 37.8
 TU1941
 TU1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1941!SPC HI 4     -   0.99999663  x   0.99999341  =   0.99999004
 TU1941!UTM  04      -   0.99999663  x   0.99961513  =   0.99961176
 TU1941
 TU1941|---------------------------------------------------------------------|
 TU1941| PID    Reference Object                     Distance      Geod. Az  |
 TU1941|                                                           dddmmss.s |
 TU1941| CJ9396 CADDIE RM 1                          13.176 METERS 18104     |
 TU1941| CJ9397 CADDIE RM 2                           8.150 METERS 26807     |
 TU1941|---------------------------------------------------------------------|
 TU1941
 TU1941                          SUPERSEDED SURVEY CONTROL
 TU1941
 TU1941  NAD 83(1986)-  22 01 34.76663(N)    159 20 20.82897(W) AD(       ) 3
 TU1941  OLD HI      -  22 01 46.10100(N)    159 20 30.89400(W) AD(       ) 3
 TU1941
 TU1941.Superseded values are not recommended for survey control.
 TU1941.NGS no longer adjusts projects to the OLD HI datum.
 TU1941.See file dsdata.txt to determine how the superseded data were derived.
 TU1941
 TU1941_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6500435780(NAD 83)
 TU1941_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1941
 TU1941  HISTORY     - Date     Condition        Report By
 TU1941  HISTORY     - 1927     MONUMENTED       CGS
 TU1941  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1941  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1941  HISTORY     - 19980827 MARK NOT FOUND   USPSQD
 TU1941
 TU1941                          STATION DESCRIPTION
 TU1941
 TU1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1941'ON THE EASTERN SHORE OF KAUAI, HALF WAY BETWEEN HANAMAULU AND
 TU1941'WAILUA.  REACHED FROM THE MAIN HIGHWAY BY PASSING THROUGH THE
 TU1941'GATEWAY OF THE GOLF LINKS, ACROSS THE LINKS, AND SOUTHEAST OVER
 TU1941'THE SAND DUNES.  STATION IS ON A HIGH SAND DUNE NEXT TO THE
 TU1941'BEACH.  MARKED ACCORDING TO NOTE 1A, STANDARD DISK IN CONCRETE
 TU1941'POST, WHILE TWO REFERENCE MARKS, SIMILAR TO THE CENTER MARK
 TU1941'(NOTE 1A) WERE PLACED ON ADJACENT SAND DUNES, AT THE FOLLOWING
 TU1941'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 13.176 METERS
 TU1941'(43.23 FEET), 1 DEG 04 MIN.  NO. 2, 8.150 METERS (26.74
 TU1941'FEET), 88 DEG 07 MIN.  THESE SAND DUNES ALL HAVE SOME GRASS
 TU1941'ON THEM.
 TU1941
 TU1941                          STATION RECOVERY (1958)
 TU1941
 TU1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1941'THE STATION AND THE TWO R.M.S WERE SEARCHED FOR BUT NOT
 TU1941'FOUND.  RECENT DEVELOPMENT DONE BY THE GOLF COURSE PROBABLY
 TU1941'COVERED OR DESTROYED THE MARKS.
 TU1941
 TU1941                          STATION RECOVERY (1965)
 TU1941
 TU1941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1941'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU1941'DESTROYED.  THE ORIGINAL POINT WAS DETERMINED BY SETTING ON THE
 TU1941'OLD CHECK ANGLES WITH A THEODOLITE.  THIS AREA IS NOW LOWER THAN
 TU1941'THAT SURROUNDING AND THERE ARE NO LONGER SAND DUNES.  IT WAS
 TU1941'APPARENTLY LEVELED DURING CONSTRUCTION OF THE GOLF COURSE.
 TU1941
 TU1941                          STATION RECOVERY (1998)
 TU1941
 TU1941'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1505 ***********************************************************************
 TU1505  DESIGNATION -  CAIN USE
 TU1505  PID         -  TU1505
 TU1505  STATE/COUNTY-  HI/HONOLULU
 TU1505  USGS QUAD   -  WAIMEA (1983)
 TU1505
 TU1505                         *CURRENT SURVEY CONTROL
 TU1505  ___________________________________________________________________
 TU1505* NAD 83(1993)-  21 37 30.34504(N)    158 03 28.67974(W)     ADJUSTED  
 TU1505* LOCAL TIDAL -        96.     (meters)     315.     (feet)  SCALED    
 TU1505  ___________________________________________________________________
 TU1505  EPOCH DATE  -        1993.62
 TU1505  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 TU1505  GEOID HEIGHT-          14.36  (meters)                     GEOID03
 TU1505
 TU1505  HORZ ORDER  -  THIRD
 TU1505
 TU1505.The horizontal coordinates were established by classical geodetic methods
 TU1505.and adjusted by the National Geodetic Survey in December 1998..
 TU1505.The horizontal coordinates are valid at the epoch date displayed above.
 TU1505.The epoch date for horizontal control is a decimal equivalence
 TU1505.of Year/Month/Day.
 TU1505
 TU1505.The orthometric height was scaled from a topographic map.
 TU1505
 TU1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1505
 TU1505.The geoid height was determined by GEOID03.
 TU1505
 TU1505;                    North         East     Units Scale Factor Converg.
 TU1505;SPC HI 3     -    50,758.906   493,998.699   MT  0.99999044   -0 01 16.9
 TU1505;UTM  04      - 2,391,626.656   597,494.211   MT  0.99971745   +0 20 49.9
 TU1505
 TU1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1505!SPC HI 3     -   0.99998266  x   0.99999044  =   0.99997310
 TU1505!UTM  04      -   0.99998266  x   0.99971745  =   0.99970011
 TU1505
 TU1505:                Primary Azimuth Mark                     Grid Az
 TU1505:SPC HI 3     -  MAILI RESET                              197 44 56.8
 TU1505:UTM  04      -  MAILI RESET                              197 22 50.0
 TU1505
 TU1505|---------------------------------------------------------------------|
 TU1505| PID    Reference Object                     Distance      Geod. Az  |
 TU1505|                                                           dddmmss.s |
 TU1505| TU1520 MAILI RESET                         APPROX.12.0 KM 1974339.9 |
 TU1505|---------------------------------------------------------------------|
 TU1505
 TU1505                          SUPERSEDED SURVEY CONTROL
 TU1505
 TU1505  NAD 83(1986)-  21 37 30.29614(N)    158 03 28.69146(W) AD(       ) 3
 TU1505  OLD HI      -  21 37 41.67100(N)    158 03 38.62300(W) AD(       ) 3
 TU1505
 TU1505.Superseded values are not recommended for survey control.
 TU1505.NGS no longer adjusts projects to the OLD HI datum.
 TU1505.See file dsdata.txt to determine how the superseded data were derived.
 TU1505
 TU1505_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9749491627(NAD 83)
 TU1505
 TU1505  HISTORY     - Date     Condition        Report By
 TU1505  HISTORY     - UNK      MONUMENTED
 TU1505  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1505
 TU1505                          STATION DESCRIPTION
 TU1505
 TU1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1505'STATION IS BELIEVED TO BE DESTROYED.  THIS AREA IS IN SUGAR
 TU1505'CANE FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2477 ***********************************************************************
 TU2477  DESIGNATION -  CAIRN
 TU2477  PID         -  TU2477
 TU2477  STATE/COUNTY-  HI/HAWAII
 TU2477  USGS QUAD   -  MANUKA BAY (1981)
 TU2477
 TU2477                         *CURRENT SURVEY CONTROL
 TU2477  ___________________________________________________________________
 TU2477* NAD 83(1993)-  19 07 01.11068(N)    155 54 51.24093(W)     ADJUSTED  
 TU2477* LOCAL TIDAL -                                                        
 TU2477  ___________________________________________________________________
 TU2477  EPOCH DATE  -        1993.62
 TU2477  LAPLACE CORR-          18.05  (seconds)                    DEFLEC99
 TU2477  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU2477
 TU2477  HORZ ORDER  -  THIRD
 TU2477
 TU2477.The horizontal coordinates were established by classical geodetic methods
 TU2477.and adjusted by the National Geodetic Survey in December 1998..
 TU2477.The horizontal coordinates are valid at the epoch date displayed above.
 TU2477.The epoch date for horizontal control is a decimal equivalence
 TU2477.of Year/Month/Day.
 TU2477
 TU2477
 TU2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2477
 TU2477.The geoid height was determined by GEOID03.
 TU2477
 TU2477;                    North         East     Units Scale Factor Converg.
 TU2477;SPC HI 1     -    31,447.372   456,416.233   MT  0.99999014   -0 08 08.4
 TU2477;UTM  05      - 2,116,325.836   193,387.636   MT  1.00076229   -0 57 18.6
 TU2477
 TU2477                          SUPERSEDED SURVEY CONTROL
 TU2477
 TU2477  NAD 83(1986)-  19 07 01.10639(N)    155 54 51.28781(W) AD(       ) 4
 TU2477  OLD HI      -  19 07 11.92700(N)    155 55 01.32800(W) AD(       ) 3
 TU2477
 TU2477.Superseded values are not recommended for survey control.
 TU2477.NGS no longer adjusts projects to the OLD HI datum.
 TU2477.See file dsdata.txt to determine how the superseded data were derived.
 TU2477
 TU2477_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9338816326(NAD 83)
 TU2477
 TU2477  HISTORY     - Date     Condition        Report By
 TU2477  HISTORY     - UNK      MONUMENTED
 TU2477  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2477
 TU2477                          STATION DESCRIPTION
 TU2477
 TU2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2477'STATION WAS VISITED AND FOUND TO BE NEARLY GONE, WITH ONLY A
 TU2477'FEW OF THE BASE ROCKS LEFT, SO WAS REBUILT.  ANGLES WERE CHECKED
 TU2477'TO IT FROM STATION OHEPUUPUU, NIUOU AND HANAKEAUMOE AND FOUND
 TU2477'TO DIFFER SOMEWHAT FROM THE 1948 ANGLES.
 TU2477'
 TU2477'STATION IS A 3-FOOT CAIRN, LOCATED ABOUT 4-1/2 MILES SOUTH OF
 TU2477'MILOLII, 1/2-MILE SOUTH OF STATION NIUOU 1948, 1600 FEET
 TU2477'EAST-SOUTHEAST OF KANEWAA POINT AND 3500 FEET WEST-NORTHWEST OF A
 TU2477'BOMBING TARGET, ON A HIGH POINT IN ROUGH, JAGGED LAVA AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2704 ***********************************************************************
 TU2704  DESIGNATION -  CAIRN
 TU2704  PID         -  TU2704
 TU2704  STATE/COUNTY-  HI/HAWAII
 TU2704  USGS QUAD   -  HAWI (1995)
 TU2704
 TU2704                         *CURRENT SURVEY CONTROL
 TU2704  ___________________________________________________________________
 TU2704* NAD 83(1993)-  20 08 10.72875(N)    155 48 15.91363(W)     ADJUSTED  
 TU2704* LOCAL TIDAL -                                                        
 TU2704  ___________________________________________________________________
 TU2704  EPOCH DATE  -        1993.62
 TU2704  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 TU2704  GEOID HEIGHT-          20.12  (meters)                     GEOID03
 TU2704
 TU2704  HORZ ORDER  -  THIRD
 TU2704
 TU2704.The horizontal coordinates were established by classical geodetic methods
 TU2704.and adjusted by the National Geodetic Survey in December 1998..
 TU2704.The horizontal coordinates are valid at the epoch date displayed above.
 TU2704.The epoch date for horizontal control is a decimal equivalence
 TU2704.of Year/Month/Day.
 TU2704
 TU2704
 TU2704.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2704
 TU2704.The geoid height was determined by GEOID03.
 TU2704
 TU2704;                    North         East     Units Scale Factor Converg.
 TU2704;SPC HI 1     -   144,261.558   468,171.745   MT  0.99997918   -0 06 17.3
 TU2704;UTM  05      - 2,229,037.423   206,806.376   MT  1.00066260   -0 57 58.1
 TU2704
 TU2704                          SUPERSEDED SURVEY CONTROL
 TU2704
 TU2704  NAD 83(1986)-  20 08 10.70819(N)    155 48 15.92114(W) AD(       ) 4
 TU2704  OLD HI      -  20 08 21.74000(N)    155 48 25.95000(W) AD(       ) 3
 TU2704
 TU2704.Superseded values are not recommended for survey control.
 TU2704.NGS no longer adjusts projects to the OLD HI datum.
 TU2704.See file dsdata.txt to determine how the superseded data were derived.
 TU2704
 TU2704_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0680629037(NAD 83)
 TU2704
 TU2704  HISTORY     - Date     Condition        Report By
 TU2704  HISTORY     - UNK      MONUMENTED
 TU2704  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2704
 TU2704                          STATION DESCRIPTION
 TU2704
 TU2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2704'STATION WAS NOT VISITED, BUT WAS VERIFIED BY ANGLE FROM
 TU2704'STATIONS PUU AIEA (HTS) AND PUU KEHENA (HTS).  LOCATED ABOUT
 TU2704'7-1/2 MILES SOUTH-SOUTHEAST OF HAWI AND 1-1/4 MILES NORTHWEST
 TU2704'OF THE KAHUA RANCH HEADQUARTERS, ON PUU O LANI, WHICH IS AT 2892
 TU2704'FEET ELEVATION AND LIES 0.4 MILE SOUTHWEST OF STATE HIGHWAY
 TU2704'25.  STATION IS A POLE TARGET PROJECTING FROM THE CENTER OF A
 TU2704'LARGE, SYMMETRICAL CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3265 ***********************************************************************
 TU3265  DESIGNATION -  CAIRN
 TU3265  PID         -  TU3265
 TU3265  STATE/COUNTY-  HI/MAUI
 TU3265  USGS QUAD   -  
 TU3265
 TU3265                         *CURRENT SURVEY CONTROL
 TU3265  ___________________________________________________________________
 TU3265* NAD 83(1993)-  20 53 28.87831(N)    157 03 02.29413(W)     ADJUSTED  
 TU3265* LOCAL TIDAL -                                                        
 TU3265  ___________________________________________________________________
 TU3265  EPOCH DATE  -        1993.62
 TU3265  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 TU3265  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU3265
 TU3265  HORZ ORDER  -  THIRD
 TU3265
 TU3265.The horizontal coordinates were established by classical geodetic methods
 TU3265.and adjusted by the National Geodetic Survey in December 1998..
 TU3265.The horizontal coordinates are valid at the epoch date displayed above.
 TU3265.The epoch date for horizontal control is a decimal equivalence
 TU3265.of Year/Month/Day.
 TU3265
 TU3265
 TU3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3265
 TU3265.The geoid height was determined by GEOID03.
 TU3265
 TU3265;                    North         East     Units Scale Factor Converg.
 TU3265;SPC HI 2     -    61,825.399   460,050.714   MT  0.99998638   -0 08 12.9
 TU3265;UTM  04      - 2,311,354.064   702,770.569   MT  1.00010814   +0 41 43.4
 TU3265
 TU3265                          SUPERSEDED SURVEY CONTROL
 TU3265
 TU3265  NAD 83(1986)-  20 53 28.83592(N)    157 03 02.25573(W) AD(       ) 4
 TU3265  OLD HI      -  20 53 40.28000(N)    157 03 12.31000(W) AD(       ) 3
 TU3265
 TU3265.Superseded values are not recommended for survey control.
 TU3265.NGS no longer adjusts projects to the OLD HI datum.
 TU3265.See file dsdata.txt to determine how the superseded data were derived.
 TU3265
 TU3265_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0277111354(NAD 83)
 TU3265
 TU3265  HISTORY     - Date     Condition        Report By
 TU3265  HISTORY     - UNK      MONUMENTED
 TU3265  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3265
 TU3265                          STATION DESCRIPTION
 TU3265
 TU3265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3265'A CAIRN WAS RECOVERED IN THE VICINITY, ON A LOW BRUSHY KNOLL 125
 TU3265'YARDS SOUTHWEST OF AN OLD RED TANK, HOWEVER IT IS NOT KNOWN THAT
 TU3265'THIS IS THE ORIGINAL STATION.
 TU3265'
 TU3265'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3218 ***********************************************************************
 TU3218  DESIGNATION -  CAIRN ON HILL
 TU3218  PID         -  TU3218
 TU3218  STATE/COUNTY-  HI/MAUI
 TU3218  USGS QUAD   -  
 TU3218
 TU3218                         *CURRENT SURVEY CONTROL
 TU3218  ___________________________________________________________________
 TU3218* NAD 83(1993)-  20 45 57.26399(N)    156 53 17.74203(W)     ADJUSTED  
 TU3218* LOCAL TIDAL -                                                        
 TU3218  ___________________________________________________________________
 TU3218  EPOCH DATE  -        1993.62
 TU3218  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 TU3218  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU3218
 TU3218  HORZ ORDER  -  THIRD
 TU3218
 TU3218.The horizontal coordinates were established by classical geodetic methods
 TU3218.and adjusted by the National Geodetic Survey in December 1998..
 TU3218.The horizontal coordinates are valid at the epoch date displayed above.
 TU3218.The epoch date for horizontal control is a decimal equivalence
 TU3218.of Year/Month/Day.
 TU3218
 TU3218
 TU3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3218
 TU3218.The geoid height was determined by GEOID03.
 TU3218
 TU3218;                    North         East     Units Scale Factor Converg.
 TU3218;SPC HI 2     -    47,904.950   476,925.673   MT  0.99997324   -0 04 42.8
 TU3218;UTM  04      - 2,297,677.140   719,848.345   MT  1.00019735   +0 44 56.5
 TU3218
 TU3218                          SUPERSEDED SURVEY CONTROL
 TU3218
 TU3218  NAD 83(1986)-  20 45 57.21937(N)    156 53 17.70381(W) AD(       ) 4
 TU3218  OLD HI      -  20 46 08.59000(N)    156 53 27.81000(W) AD(       ) 3
 TU3218
 TU3218.Superseded values are not recommended for survey control.
 TU3218.NGS no longer adjusts projects to the OLD HI datum.
 TU3218.See file dsdata.txt to determine how the superseded data were derived.
 TU3218
 TU3218_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH1984897677(NAD 83)
 TU3218
 TU3218  HISTORY     - Date     Condition        Report By
 TU3218  HISTORY     - UNK      MONUMENTED
 TU3218  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3218  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3218
 TU3218                          STATION DESCRIPTION
 TU3218
 TU3218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3218'STATION IS MARKED BY A LARGE CAIRN AND WAS FOUND IN GOOD
 TU3218'CONDITION.  CAIRN WAS RE-BUILT TO A HEIGHT OF 5 FEET, AND HAS A
 TU3218'10-FOOT POLE IN THE CENTER.
 TU3218'
 TU3218'STATION LIES ABOUT 4-1/2 MILES AIRLINE SOUTHEAST OF LANAI CITY,
 TU3218'ON THE SUMMIT OF A PROMINENT BARE HILL OF 1454 FEET ELEVATION,
 TU3218'THAT IS THE WESTERNMOST ONE OF THE GROUP OF LOW BARE HILLS
 TU3218'OVERLOOKING THE PINEAPPLE FIELDS TO THE WEST AND NORTHWEST.
 TU3218
 TU3218                          STATION RECOVERY (1964)
 TU3218
 TU3218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3218'THE STATION WAS RECOVERED AS DESCRIBED IN 1962 RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1971 ***********************************************************************
 TU1971  DESIGNATION -  CAM
 TU1971  PID         -  TU1971
 TU1971  STATE/COUNTY-  HI/KAUAI
 TU1971  USGS QUAD   -  HANALEI (1996)
 TU1971
 TU1971                         *CURRENT SURVEY CONTROL
 TU1971  ___________________________________________________________________
 TU1971* NAD 83(1993)-  22 13 21.58248(N)    159 29 45.80226(W)     ADJUSTED  
 TU1971* LOCAL TIDAL -        43.     (meters)     141.     (feet)  SCALED    
 TU1971  ___________________________________________________________________
 TU1971  EPOCH DATE  -        1993.62
 TU1971  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 TU1971  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU1971
 TU1971  HORZ ORDER  -  THIRD
 TU1971
 TU1971.The horizontal coordinates were established by classical geodetic methods
 TU1971.and adjusted by the National Geodetic Survey in December 1998..
 TU1971.The horizontal coordinates are valid at the epoch date displayed above.
 TU1971.The epoch date for horizontal control is a decimal equivalence
 TU1971.of Year/Month/Day.
 TU1971
 TU1971.The orthometric height was scaled from a topographic map.
 TU1971
 TU1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1971
 TU1971.The geoid height was determined by GEOID03.
 TU1971
 TU1971;                    North         East     Units Scale Factor Converg.
 TU1971;SPC HI 4     -    43,110.170   500,406.604   MT  0.99999000   +0 00 05.4
 TU1971;UTM  04      - 2,457,556.534   448,876.520   MT  0.99963229   -0 11 15.4
 TU1971
 TU1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1971!SPC HI 4     -   0.99999081  x   0.99999000  =   0.99998081
 TU1971!UTM  04      -   0.99999081  x   0.99963229  =   0.99962310
 TU1971
 TU1971|---------------------------------------------------------------------|
 TU1971| PID    Reference Object                     Distance      Geod. Az  |
 TU1971|                                                           dddmmss.s |
 TU1971| CJ9399 CAM RM 2                              4.290 METERS 00827     |
 TU1971| CJ9398 CAM RM 1                              4.070 METERS 24944     |
 TU1971|---------------------------------------------------------------------|
 TU1971
 TU1971                          SUPERSEDED SURVEY CONTROL
 TU1971
 TU1971  NAD 83(1986)-  22 13 21.53846(N)    159 29 45.85295(W) AD(       ) 3
 TU1971  OLD HI      -  22 13 32.88700(N)    159 29 55.93400(W) AD(       ) 3
 TU1971
 TU1971.Superseded values are not recommended for survey control.
 TU1971.NGS no longer adjusts projects to the OLD HI datum.
 TU1971.See file dsdata.txt to determine how the superseded data were derived.
 TU1971
 TU1971_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4887757557(NAD 83)
 TU1971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1971_SETTING: 80 = SET IN A BOULDER
 TU1971_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1971
 TU1971  HISTORY     - Date     Condition        Report By
 TU1971  HISTORY     - 1927     MONUMENTED       CGS
 TU1971  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1971  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1971
 TU1971                          STATION DESCRIPTION
 TU1971
 TU1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1971'ON NORTH COAST OF KAUAI, EASTERN SIDE OF HANALEI BAY, ON A POINT
 TU1971'CALLED PUU POA ABOUT 1 MILE NORTH OF THE VILLAGE OF
 TU1971'HANALEI.  STATION IS ABOUT 140 FEET ABOVE HIGH WATER, THE
 TU1971'GROUND DROPPING OFF ABRUPTLY TO THE WATER.  APPROACHED TO
 TU1971'WITHIN A HALF MILE BY A ROAD WHICH BRANCHES OFF FROM THE
 TU1971'GROVERNMENT HIGHWAY ABOUT 1 MILE EAST OF THE VILLAGE OF HANALEI,
 TU1971'OR IT MAY BE REACHED BY FOLLOWING UP THE COAST FROM THE MOUTH
 TU1971'OF THE HANALEI RIVER.  MARKED ACCORDING TO NOTE 4, A STANDARD
 TU1971'DISK IN BOWLDER.  TWO REFERENCE MARKS WERE SET, NOTE 12C,
 TU1971'STANDARD REFERENCE DISKS IN BOWLDERS, AT THE FOLLOWING
 TU1971'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 4.07 METERS
 TU1971'(13.4 FEET), 69 DEG 44 MIN.  NO. 2, 4.29 METERS (14.1 FEET).
 TU1971'188 DEG 27 MIN.
 TU1971
 TU1971                          STATION RECOVERY (1965)
 TU1971
 TU1971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1971'STATION IS DESTROYED.  THE ENTIRE FLAT RIDGE-TOP HAS BEEN
 TU1971'RECENTLY CLEARED OFF BY BULLDOZER, AND CULTIVATED.  THE ONLY
 TU1971'MARK FOUND WAS REFERENCE MARK NUMBER 1.  THE BOULDER IN WHICH
 TU1971'IT WAS SET WAS FOUND LAYING ON A PILE OF DEBRIS ALONG RIM OF
 TU1971'RIDGE.  THE DISK WAS REMOVED.
 TU1971
 TU1971                          STATION RECOVERY (1998)
 TU1971
 TU1971'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1548 ***********************************************************************
 TU1548  DESIGNATION -  CAMP
 TU1548  PID         -  TU1548
 TU1548  STATE/COUNTY-  HI/HONOLULU
 TU1548  USGS QUAD   -  KAENA (1983)
 TU1548
 TU1548                         *CURRENT SURVEY CONTROL
 TU1548  ___________________________________________________________________
 TU1548* NAD 83(1993)-  21 34 05.55645(N)    158 12 15.33852(W)     ADJUSTED  
 TU1548* LOCAL TIDAL -       319.     (meters)    1047.     (feet)  SCALED    
 TU1548  ___________________________________________________________________
 TU1548  EPOCH DATE  -        1993.62
 TU1548  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 TU1548  GEOID HEIGHT-          14.85  (meters)                     GEOID03
 TU1548
 TU1548  HORZ ORDER  -  SECOND
 TU1548
 TU1548.The horizontal coordinates were established by classical geodetic methods
 TU1548.and adjusted by the National Geodetic Survey in December 1998..
 TU1548.The horizontal coordinates are valid at the epoch date displayed above.
 TU1548.The epoch date for horizontal control is a decimal equivalence
 TU1548.of Year/Month/Day.
 TU1548
 TU1548.The orthometric height was scaled from a topographic map.
 TU1548
 TU1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1548
 TU1548.The geoid height was determined by GEOID03.
 TU1548
 TU1548;                    North         East     Units Scale Factor Converg.
 TU1548;SPC HI 3     -    44,473.048   478,844.525   MT  0.99999553   -0 04 30.3
 TU1548;UTM  04      - 2,385,245.438   582,385.151   MT  0.99968387   +0 17 33.1
 TU1548
 TU1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1548!SPC HI 3     -   0.99994753  x   0.99999553  =   0.99994306
 TU1548!UTM  04      -   0.99994753  x   0.99968387  =   0.99963142
 TU1548
 TU1548:                Primary Azimuth Mark                     Grid Az
 TU1548:SPC HI 3     -  KAWAIAPEI WINDSOCK                       042 44 26.0
 TU1548:UTM  04      -  KAWAIAPEI WINDSOCK                       042 22 22.6
 TU1548
 TU1548|---------------------------------------------------------------------|
 TU1548| PID    Reference Object                     Distance      Geod. Az  |
 TU1548|                                                           dddmmss.s |
 TU1548| TU1541 KAWAIAPEI WINDSOCK                  APPROX. 1.9 KM 0423955.7 |
 TU1548| TU1542 DOLLAR RADIO STATION TANK           APPROX. 1.6 KM 0495809.0 |
 TU1548| CJ9400 CAMP RM 1                            13.438 METERS 08029     |
 TU1548| CJ9402 CAMP RM 3                            14.310 METERS 15708     |
 TU1548| TU1545 MOKU                                APPROX. 2.8 KM 1592000.4 |
 TU1548| CJ9401 CAMP RM 2                            21.490 METERS 30411     |
 TU1548|---------------------------------------------------------------------|
 TU1548
 TU1548                          SUPERSEDED SURVEY CONTROL
 TU1548
 TU1548  NAD 83(1986)-  21 34 05.50614(N)    158 12 15.35004(W) AD(       ) 2
 TU1548  OLD HI      -  21 34 16.88300(N)    158 12 25.28000(W) AD(       ) 2
 TU1548
 TU1548.Superseded values are not recommended for survey control.
 TU1548.NGS no longer adjusts projects to the OLD HI datum.
 TU1548.See file dsdata.txt to determine how the superseded data were derived.
 TU1548
 TU1548_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8238585245(NAD 83)
 TU1548_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1548_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1548_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1548
 TU1548  HISTORY     - Date     Condition        Report By
 TU1548  HISTORY     - 1927     MONUMENTED       CGS
 TU1548  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1548  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1548
 TU1548                          STATION DESCRIPTION
 TU1548
 TU1548'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1548'IN WAIALUA DISTRICT, ON THE NORTH SLOPE OF WAIANAE RANGE, ABOUT
 TU1548'1-1/4 MILES SOUTH AND WEST OF KAWAIHAPAI RAILROAD STATION,
 TU1548'ON THE END OF A RIDGE WEST OF A LONE RANCH HOUSE ABOUT 140
 TU1548'FEET NORTH OF OR BELOW A FENCE LINE.  BEST REACHED BY FIRST
 TU1548'GULCH EAST OF STATION.  MARKED ACCORDING TO NOTE 6A, STANDARD
 TU1548'DISK STATION MARK IN CEMENT IN TILE.  REFERENCE MARKS SET
 TU1548'ACCORDING TO NOTE 13A, STANDARD REFERENCE DISKS IN CONCRETE
 TU1548'IN TILES, ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU1548'STATION--NO. 1. 13.465 METERS (44.18 FEET), 260 DEG 27
 TU1548'MIN.  NO. 2, 21.490 METERS (70.51 FEET), 124 DEG 11 MIN,
 TU1548'RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1548
 TU1548                          STATION RECOVERY (1932)
 TU1548
 TU1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1548'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 HAS
 TU1548'BEEN DESTROYED.  A GOOD TRAIL LEADS UP THE GULCH 0.6 MILE E
 TU1548'OF THE STATION.
 TU1548
 TU1548                          STATION RECOVERY (1964)
 TU1548
 TU1548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1548'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU1548'GOOD CONDITION.  REFERENCE MARK NUMBER TWO HAS BEEN DESTROYED
 TU1548'BY EROSION.  A NEW REFERENCE MARK, NUMBER THREE, WAS
 TU1548'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1548'
 TU1548'STATION IS LOCATED ABOUT 5 MILES WEST OF WAIALUA, ON THE
 TU1548'NORTHWEST POINT OF THE END OF A RIDGE OVERLOOKING DILLINGHAM
 TU1548'AIRFIELD.  IT IS AT ABOUT 1048 FEET ELEVATION AND IS ABOUT 500
 TU1548'FEET WEST OF AN OLD CABIN ON POINT OF RIDGE ACROSS DRAW.
 TU1548'
 TU1548'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1548'STATE HIGHWAY 90 FOR 9.1 MILES.  TURN RIGHT, ON PAVED SIDE ROAD,
 TU1548'AND GO 2.0 MILES TO TOP OF HILL AND T-JUNCTION.  TURN RIGHT AND
 TU1548'GO 0.6 MILE.  TAKE RIGHT FORK, DIRT ROAD DOWNHILL, AND GO 2.6
 TU1548'MILES TO LARGE CABIN ON LEFT.  CONTINUE ON ROAD ALONG RIDGE FOR
 TU1548'0.2 MILE TO FORK.  TAKE LEFT FORK AND GO 1.0 MILE TO SIDE
 TU1548'ROAD LEFT, ON HAIRPIN RIGHT CURVE OF MAIN ROAD.  GO LEFT DOWN
 TU1548'RIDGE FOR 1.25 MILES TO END OF ROAD.  CONTINUE AHEAD, PICKING WAY
 TU1548'ON DIM TRACK ROAD THROUGH BRUSH FOR 0.25 MILE TO STATION.
 TU1548'(NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED).
 TU1548'
 TU1548'STATION MARK COULD NOT BE EXAMINED BECAUSE A LARGE IRON YOKE,
 TU1548'WHICH IS PART OF THE HTS TYPE A SIGNAL, RESTS UPON IT.  THE
 TU1548'5-INCH SOIL PIPE IN WHICH THE MARK IS SET PROJECTS 1 INCH
 TU1548'ABOVE GROUND. THE 5-1/2 FOOT SQUARE CONCRETE PLATFORM OF
 TU1548'THE SIGNAL IS ABOUT 3 FEET ABOVE GROUND.  A RED AND WHITE
 TU1548'METAL TARGET EXTENDS 6 FEET ABOVE THE PLATFORM.
 TU1548'
 TU1548'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAMP NO 1,
 TU1548'SET IN CEMENT IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS 1
 TU1548'FOOT ABOVE GROUND.  IT IS 10 FEET EAST OF THE SOUTHEAST CORNER
 TU1548'OF A BARE, RED, ERODED AREA AND IS 1.7 FEET LOWER THAN STATION
 TU1548'MARK.
 TU1548'
 TU1548'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CAMP
 TU1548'1927 NO 3 1964, BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE
 TU1548'THAT IS SET IN CEMENT AND PROJECTS 6 INCHES ABOVE GROUND.  IT IS
 TU1548'IN A GRASS AND BRUSH AREA AND IS 4.8 FEET HIGHER THAN STATION
 TU1548'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2280 ***********************************************************************
 TU2280  DESIGNATION -  CAMP INC CABLE TV MAST
 TU2280  PID         -  TU2280
 TU2280  STATE/COUNTY-  HI/HAWAII
 TU2280  USGS QUAD   -  KULANI (1982)
 TU2280
 TU2280                         *CURRENT SURVEY CONTROL
 TU2280  ___________________________________________________________________
 TU2280* NAD 83(1993)-  19 31 13.04393(N)    155 17 56.91978(W)     ADJUSTED  
 TU2280* LOCAL TIDAL -                                                        
 TU2280  ___________________________________________________________________
 TU2280  EPOCH DATE  -        1993.62
 TU2280  LAPLACE CORR-         -16.22  (seconds)                    DEFLEC99
 TU2280  GEOID HEIGHT-          24.19  (meters)                     GEOID03
 TU2280
 TU2280  HORZ ORDER  -  THIRD
 TU2280
 TU2280.The horizontal coordinates were established by classical geodetic methods
 TU2280.and adjusted by the National Geodetic Survey in December 1998..
 TU2280.The horizontal coordinates are valid at the epoch date displayed above.
 TU2280.The epoch date for horizontal control is a decimal equivalence
 TU2280.of Year/Month/Day.
 TU2280
 TU2280
 TU2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2280
 TU2280.The geoid height was determined by GEOID03.
 TU2280
 TU2280;                    North         East     Units Scale Factor Converg.
 TU2280;SPC HI 1     -    76,051.930   521,081.224   MT  0.99997216   +0 04 01.6
 TU2280;UTM  05      - 2,160,016.160   258,726.690   MT  1.00031961   -0 46 07.0
 TU2280
 TU2280                          SUPERSEDED SURVEY CONTROL
 TU2280
 TU2280  NAD 83(1986)-  19 31 13.01967(N)    155 17 56.94290(W) AD(       ) 4
 TU2280  OLD HI      -  19 31 23.92711(N)    155 18 06.93596(W) AD(       ) 3
 TU2280
 TU2280.Superseded values are not recommended for survey control.
 TU2280.NGS no longer adjusts projects to the OLD HI datum.
 TU2280.See file dsdata.txt to determine how the superseded data were derived.
 TU2280
 TU2280_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5872760016(NAD 83)
 TU2280
 TU2280  HISTORY     - Date     Condition        Report By
 TU2280  HISTORY     - 1977     MONUMENTED       NGS
 TU2280
 TU2280                          STATION DESCRIPTION
 TU2280
 TU2280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2280'THE STATION IS THE TOP AND CENTER OF THE SOUTHEAST ONE OF TWO
 TU2280'TOWERS LOCATED ON THE SUMMIT OF KULANI CONE AND IS AIRLINE ABOUT
 TU2280'20 MILES SOUTHWEST OF HILO, 12 MILES WEST OF MOUNTAIN VIEW, 2 MILES
 TU2280'SOUTH OF KULANI HONOR CAMP, AND ABOUT 31 YARDS SOUTHWEST OF
 TU2280'TRIANGULATION STATION KULANI HGS 1891.
 TU2280'
 TU2280'THE MAST IS A STEEL STRUCTURE ABOUT 168 FEET HIGH THAT IS
 TU2280'PAINTED GREEN AND IS OWNED BY CAMP INCORPORATED CABLE TV.
 TU2280'
 TU2280'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2280'19 IN HILO GO SOUTH ON STATE HIGHWAY 11 FOR 4.0 MILES TO A
 TU2280'CROSSROAD AND A SIGN KULANI 19.  TURN RIGHT ONTO STAINBACK
 TU2280'ROAD AND GO WESTERLY 13.8 MILES TO AN IRON GATE ACROSS THE
 TU2280'ROAD.  PASS THROUGH THE GATE AND CONTINUE WESTERLY 3.2 MILES
 TU2280'TO A SECOND IRON GATE AT THE ENTRANCE TO KULANI HONOR
 TU2280'CAMP.  PASS THROUGH THE GATE AND GO WEST 0.05 MILE TO A
 TU2280'CROSSROAD.  TURN LEFT AND GO SOUTHEAST AND SOUTH ON A DIRT
 TU2280'ROAD 0.15 MILE TO SOME LARGE BUILDINGS ON THE RIGHT.  CONTINUE
 TU2280'SOUTH ON THE DIRT ROAD 1.5 MILES TO A FORK.  TAKE THE RIGHT
 TU2280'FORK AND GO SOUTHERLY 0.85 MILE TO THE TOP OF THE HILL AND
 TU2280'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1500 ***********************************************************************
 TU1500  DESIGNATION -  CAMP PUPUKEA
 TU1500  PID         -  TU1500
 TU1500  STATE/COUNTY-  HI/HONOLULU
 TU1500  USGS QUAD   -  WAIMEA (1983)
 TU1500
 TU1500                         *CURRENT SURVEY CONTROL
 TU1500  ___________________________________________________________________
 TU1500* NAD 83(1993)-  21 38 31.11950(N)    158 01 29.59422(W)     ADJUSTED  
 TU1500* LOCAL TIDAL -       299.7    (meters)     983.     (feet)  VERT ANG  
 TU1500  ___________________________________________________________________
 TU1500  EPOCH DATE  -        1993.62
 TU1500  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 TU1500  GEOID HEIGHT-          14.17  (meters)                     GEOID03
 TU1500
 TU1500  HORZ ORDER  -  FIRST
 TU1500
 TU1500.The horizontal coordinates were established by classical geodetic methods
 TU1500.and adjusted by the National Geodetic Survey in December 1998..
 TU1500.The horizontal coordinates are valid at the epoch date displayed above.
 TU1500.The epoch date for horizontal control is a decimal equivalence
 TU1500.of Year/Month/Day.
 TU1500
 TU1500.The orthometric height was determined by vertical angle observations.
 TU1500
 TU1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1500
 TU1500.The geoid height was determined by GEOID03.
 TU1500
 TU1500;                    North         East     Units Scale Factor Converg.
 TU1500;SPC HI 3     -    52,627.217   497,423.711   MT  0.99999008   -0 00 33.0
 TU1500;UTM  04      - 2,393,516.461   600,906.213   MT  0.99972581   +0 21 34.8
 TU1500
 TU1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1500!SPC HI 3     -   0.99995067  x   0.99999008  =   0.99994075
 TU1500!UTM  04      -   0.99995067  x   0.99972581  =   0.99967650
 TU1500
 TU1500:                Primary Azimuth Mark                     Grid Az
 TU1500:SPC HI 3     -  KAHUKU WATER TANK                        017 59 20.0
 TU1500:UTM  04      -  KAHUKU WATER TANK                        017 37 12.2
 TU1500
 TU1500|---------------------------------------------------------------------|
 TU1500| PID    Reference Object                     Distance      Geod. Az  |
 TU1500|                                                           dddmmss.s |
 TU1500| TU1497 KAHUKU WATER TANK                   APPROX. 5.1 KM 0175847.0 |
 TU1500| CJ9403 CAMP PUPUKEA RM 1                    12.776 METERS 14503     |
 TU1500| CJ9404 CAMP PUPUKEA RM 2                    11.238 METERS 27411     |
 TU1500|---------------------------------------------------------------------|
 TU1500
 TU1500                          SUPERSEDED SURVEY CONTROL
 TU1500
 TU1500  NAD 83(1986)-  21 38 31.06996(N)    158 01 29.60530(W) AD(       ) 1
 TU1500  OLD HI      -  21 38 42.51078(N)    158 01 39.51360(W) AD(       ) 1
 TU1500
 TU1500.Superseded values are not recommended for survey control.
 TU1500.NGS no longer adjusts projects to the OLD HI datum.
 TU1500.See file dsdata.txt to determine how the superseded data were derived.
 TU1500
 TU1500_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0090693516(NAD 83)
 TU1500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1500_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1500
 TU1500  HISTORY     - Date     Condition        Report By
 TU1500  HISTORY     - 1969     MONUMENTED       CGS
 TU1500
 TU1500                          STATION DESCRIPTION
 TU1500
 TU1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1500'STATION IS LOCATED 10 MILES NORTH-NORTHWEST OF WAHIAWA, 6-1/2
 TU1500'MILES NORTHEAST OF HALEIWA, 5-1/2 MILES WEST-SOUTHWEST OF KAHUKU,
 TU1500'2-1/2 MILES SOUTH OF SUNSET BEACH AND 0.1 MILE SOUTHEAST OF THE
 TU1500'ENTRANCE TO CAMP PUPUKEA.
 TU1500'
 TU1500'TO REACH THE STATION FROM THE WAIMEA FIRE STATION AT THE
 TU1500'JUNCTION OF STATE HIGHWAY 83, (KAMEHAMEHA HIGHWAY), AND PUPUKEA
 TU1500'ROAD, GO EASTERLY ON PUPUKEA ROAD UP STEEP GRADE FOR 2.35 MILES
 TU1500'TO THE END OF SURFACED ROAD.  CONTINUE STRAIGHT AHEAD ON BLADED
 TU1500'ROAD SOUTHEASTERLY FOR 0.7 MILE TO THE ENTRANCE TO CAMP PUPUKEA
 TU1500'ON THE LEFT, CONTINUE AHEAD SOUTHEAST ON BLADED ROAD FOR 0.1
 TU1500'MILE TO THE STATION ON THE LEFT.
 TU1500'
 TU1500'STATION MARK IS A STANDARD DISK STAMPED CAMP PUPUKEA, SET IN THE
 TU1500'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES ABOVE
 TU1500'THE GROUND SURFACE, 36 FEET NORTHEAST OF A FENCE, 27 FEET
 TU1500'SOUTHEAST OF THE EDGE OF A STEEP GRADE, AND 18 FEET NORTHEAST
 TU1500'OF THE CENTER OF THE BLADED ROAD.
 TU1500'
 TU1500'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMP PUPUKEA NO 1
 TU1500'1969, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 TU1500'PROJECTS 7 INCHES ABOVE THE GROUND SURFACE, 32 FEET NORTHEAST
 TU1500'OF A FENCE AND 14 FEET NORTHEAST OF THE CENTER OF THE BLADED
 TU1500'ROAD.
 TU1500'
 TU1500'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMP PUPUKEA NO 2
 TU1500'1969, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 TU1500'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE, 10 FEET NORTHEAST OF
 TU1500'A FENCE AND 8 FEET SOUTHEAST OF THE CENTER OF THE BLADED ROAD.
 TU1500'
 TU1500'NOTE--NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 TU1500'
 TU1500'HEIGHT OF LIGHT ABOVE STATION MARK 34.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0728 ***********************************************************************
 TU0728  DESIGNATION -  CANE
 TU0728  PID         -  TU0728
 TU0728  STATE/COUNTY-  HI/KAUAI
 TU0728  USGS QUAD   -  KEKAHA (1983)
 TU0728
 TU0728                         *CURRENT SURVEY CONTROL
 TU0728  ___________________________________________________________________
 TU0728* NAD 83(1993)-  22 01 35.05987(N)    159 46 55.50580(W)     ADJUSTED  
 TU0728* LOCAL TIDAL -         4.464  (meters)      14.65   (feet)  ADJ UNCH  
 TU0728  ___________________________________________________________________
 TU0728  EPOCH DATE  -        1993.62
 TU0728  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 TU0728  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU0728
 TU0728  HORZ ORDER  -  SECOND
 TU0728  VERT ORDER  -  SECOND    CLASS 0
 TU0728
 TU0728.The horizontal coordinates were established by classical geodetic methods
 TU0728.and adjusted by the National Geodetic Survey in December 1998..
 TU0728.The horizontal coordinates are valid at the epoch date displayed above.
 TU0728.The epoch date for horizontal control is a decimal equivalence
 TU0728.of Year/Month/Day.
 TU0728
 TU0728.The orthometric height was key entered from printed documents
 TU0728.and not key verified.
 TU0728
 TU0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0728
 TU0728.The geoid height was determined by GEOID03.
 TU0728
 TU0728;                    North         East     Units Scale Factor Converg.
 TU0728;SPC HI 4     -    21,405.426   470,876.904   MT  1.00000048   -0 06 20.9
 TU0728;UTM  04      - 2,435,956.288   419,285.671   MT  0.99968049   -0 17 36.0
 TU0728
 TU0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0728!SPC HI 4     -   0.99999676  x   1.00000048  =   0.99999724
 TU0728!UTM  04      -   0.99999676  x   0.99968049  =   0.99967725
 TU0728
 TU0728|---------------------------------------------------------------------|
 TU0728| PID    Reference Object                     Distance      Geod. Az  |
 TU0728|                                                           dddmmss.s |
 TU0728| TU0724 BARK                                228.254 METERS 21138     |
 TU0728| TU0997 CANE RM 1                            29.744 METERS 25251     |
 TU0728| TU0719 CABLE                               295.745 METERS 33936     |
 TU0728|---------------------------------------------------------------------|
 TU0728
 TU0728                          SUPERSEDED SURVEY CONTROL
 TU0728
 TU0728  NAD 83(1986)-  22 01 35.02495(N)    159 46 55.53159(W) AD(       ) 2
 TU0728  OLD HI      -  22 01 46.30120(N)    159 47 05.57550(W) AD(       ) 2
 TU0728
 TU0728.Superseded values are not recommended for survey control.
 TU0728.NGS no longer adjusts projects to the OLD HI datum.
 TU0728.See file dsdata.txt to determine how the superseded data were derived.
 TU0728
 TU0728_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1928635956(NAD 83)
 TU0728_MARKER: DB = BENCH MARK DISK
 TU0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0728_STAMPING: CANE 1965
 TU0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0728+STABILITY: SURFACE MOTION
 TU0728
 TU0728  HISTORY     - Date     Condition        Report By
 TU0728  HISTORY     - 1965     MONUMENTED       CGS
 TU0728  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0728  HISTORY     - 1968     GOOD             NGS
 TU0728  HISTORY     - 1983     GOOD             USPSQD
 TU0728
 TU0728                          STATION DESCRIPTION
 TU0728
 TU0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU0728'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF KEKAHA, 0.35 MILE
 TU0728'EAST OF THE PACIFIC OCEAN, AT BONHAM AUXILIARY LANDING FIELD.
 TU0728'
 TU0728'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND 55
 TU0728'IN KEKAHA, GO NORTHWEST ON STATE HIGHWAY 50 FOR 6.55 MILES TO A
 TU0728'FORK IN THE ROAD.  KEEP THE LEFT FORK AND GO WEST ON AN OILED ROAD
 TU0728'FOR 0.4 MILE TO A CROSSROAD AT THE MAIN GATE AT BONHAM AUXILIARY
 TU0728'LANDING FIELD.  TURN LEFT AND GO SOUTH ON AN OILED ROAD FOR 0.8
 TU0728'MILE TO A SIDE ROAD RIGHT AND THE STATION NORTHEAST OF THE
 TU0728'NORTHEAST CORNER OF THE SUPPLY BUILDING.
 TU0728'
 TU0728'THE STATION MARK, A STANDARD DISK STAMPED CANE 1965, SET IN THE TOP
 TU0728'OF A 14-INCH CONCRETE CYLINDER WHICH IS SET FLUSH WITH THE SURFACE
 TU0728'OF THE GROUND.  IT IS 79.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 TU0728'OF THE SUPPLY BUILDING, 54 FEET SOUTH-SOUTHWEST OF A TALL TARGET
 TU0728'POLE AND 19 FEET NORTHWEST OF THE NORTHWEST LEG OF THE AGAVE
 TU0728'ANTENNA TOWER.
 TU0728'
 TU0728'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CANE NO 1 1965,
 TU0728'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE PAD
 TU0728'WHICH SUPPORTS A COOLING UNIT ON THE NORTH SIDE OF THE SUPPLY
 TU0728'BUILDING.
 TU0728'
 TU0728'AGAVE ANTENNA, A PLAIN BRONZE DISK STAMPED AGAVE ANTENNA 327801
 TU0728'1965, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS SET
 TU0728'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS SET DIRECTLY UNDER
 TU0728'THE CENTER OF THE AGAVE ANTENNA TOWER.
 TU0728'
 TU0728'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 TU0728
 TU0728                          STATION RECOVERY (1968)
 TU0728
 TU0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0728'THE DISTANCES AND DIRECTIONS TO THE MARKS WERE NOT RETAKEN AT THIS
 TU0728'TIME.
 TU0728'
 TU0728'THE STATION MARK, REFERENCE MARK NO. 1 AND AGAVE ANTENNA 327801
 TU0728'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW
 TU0728'DESCRIPTION FOLLOWS.
 TU0728'
 TU0728'THE STATION IS LOCATED 6-1/2 MILES NORTHWEST OF KEKAHA, 0.35 MILE
 TU0728'EAST OF THE PACIFIC OCEAN, AT BARKING SANDS PACIFIC MISSILE RANGE
 TU0728'FACILITY.
 TU0728'
 TU0728'TO REACH THE STATION FROM THE MAIN GATE OF THE BARKING SANDS
 TU0728'PACIFIC MISSILE RANGE FACILITY, GO SOUTH, ON NOHILI ROAD FOR 0.2
 TU0728'MILE WHERE NOHILI ROAD TURNS LEFT.  CONTINUE SOUTH, ON GRAVELED
 TU0728'ROAD FOR 0.1 MILE TO A POINT WHERE THE GRAVELED ROAD TURNS
 TU0728'RIGHT.  CONTINUE SOUTH ACROSS GRASSY AFREA FOR 50 YARDS AND THE
 TU0728'STATION.
 TU0728'
 TU0728'THE STATION MARK IS A STANDARD DISK, STAMPED CANE 1965, SET IN THE
 TU0728'TOP OF A 14-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE
 TU0728'OF THE GROUND.  IT IS 79.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 TU0728'OF THE SUPPLY BUILDING, 54 FEET SOUTH-SOUTHWEST OF A TALL TARGET
 TU0728'POLE AND 19 FEET NORTHWEST OF THE NORTHWEST LEG OF THE AGAVE
 TU0728'ANTENNA TOWER.
 TU0728'
 TU0728'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CANE NO 1 1965,
 TU0728'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 TU0728'PAD WHICH SUPPORTS A COOLING UNIT ON THE NORTH SIDE OF THE SUPPLY
 TU0728'BUILDING.
 TU0728'
 TU0728'AGAVE ANTENNA A PLAIN BRONZE DISK STAMPED AGAVE ANTEENA 327801
 TU0728'1965, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 TU0728'WITH THE SURFACE OF THE GROUND.  IT IS SET DIRECTLY UNDER THE
 TU0728'CENTER OF THE AGAVE ANTENNA TOWER.
 TU0728'
 TU0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0728'ON BARKING SANDS PMRF.
 TU0728
 TU0728                          STATION RECOVERY (1968)
 TU0728
 TU0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0728'IN BARKING SANDS PMRF.
 TU0728'0.2 MILE SOUTH ALONG NOHILI ROAD FROM THE MAIN GATE OF THE BARKING
 TU0728'SANDS PACIFIC MISSLE RANGE FACILITY, THENCE 0.1 MILE SOUTH ALONG A
 TU0728'GRAVELED ROAD, THENCE 50 YARDS ACROSS GRASSY AREA.  MARK IS 79 FEET
 TU0728'NORTHEAST OF THE NORTHEAST CORNER OF THE SUPPLY BUILDING, 54 FEET
 TU0728'SOUTH-SOUTHWEST OF A TALL TARGET POLE, 19 FEET NORTHWEST OF THE
 TU0728'NORTHWEST LEG OF THE AGAVE ANTENNA TOWER AND SET IN THE TOP OF A
 TU0728'14-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE SURFACE OF THE
 TU0728'GROUND.
 TU0728
 TU0728                          STATION RECOVERY (1983)
 TU0728
 TU0728'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0728'CANE 1965 RECOVERED GOOD.  ALL RECOVERED AS DESCRIBED BY FLJ 1968.
 TU0728'
 TU0728'CANE NO. 1 1965 RECOVERED GOOD.  EXCEPT AGAUE TOWER.
 TU0728'
 TU0728'AGAUE ANTENNA 327801 1965 RECOVERED GOOD.  REMOVED 1 MARK REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1835 ***********************************************************************
 TU1835  DESIGNATION -  CANE
 TU1835  PID         -  TU1835
 TU1835  STATE/COUNTY-  HI/KAUAI
 TU1835  USGS QUAD   -  KEKAHA (1983)
 TU1835
 TU1835                         *CURRENT SURVEY CONTROL
 TU1835  ___________________________________________________________________
 TU1835* NAD 83(1993)-  21 57 45.65490(N)    159 39 52.45703(W)     ADJUSTED  
 TU1835* LOCAL TIDAL -        85.     (meters)     279.     (feet)  SCALED    
 TU1835  ___________________________________________________________________
 TU1835  EPOCH DATE  -        1993.62
 TU1835  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TU1835  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU1835
 TU1835  HORZ ORDER  -  THIRD
 TU1835
 TU1835.The horizontal coordinates were established by classical geodetic methods
 TU1835.and adjusted by the National Geodetic Survey in December 1998..
 TU1835.The horizontal coordinates are valid at the epoch date displayed above.
 TU1835.The epoch date for horizontal control is a decimal equivalence
 TU1835.of Year/Month/Day.
 TU1835
 TU1835.The orthometric height was scaled from a topographic map.
 TU1835
 TU1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1835
 TU1835.The geoid height was determined by GEOID03.
 TU1835
 TU1835;                    North         East     Units Scale Factor Converg.
 TU1835;SPC HI 4     -    14,331.613   483,001.714   MT  0.99999357   -0 03 41.6
 TU1835;UTM  04      - 2,428,845.214   431,383.330   MT  0.99965817   -0 14 54.8
 TU1835
 TU1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1835!SPC HI 4     -   0.99998408  x   0.99999357  =   0.99997765
 TU1835!UTM  04      -   0.99998408  x   0.99965817  =   0.99964226
 TU1835
 TU1835|---------------------------------------------------------------------|
 TU1835| PID    Reference Object                     Distance      Geod. Az  |
 TU1835|                                                           dddmmss.s |
 TU1835| CJ9490 HIGHWAY SURVEY MARKER                              04938     |
 TU1835| TU1855 POINT 1926                          107.406 METERS 09020     |
 TU1835| TU1831 DEAD SNAG                           APPROX. 0.7 KM 1155701.0 |
 TU1835| TU1830 CLIFF                               APPROX. 0.8 KM 1245316.4 |
 TU1835| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 6.2 KM 1443436.4 |
 TU1835| TU1836 FORT                                APPROX. 1.2 KM 1812157.0 |
 TU1835| TU1840 FLAGPOLE NEAR STORE                 APPROX. 1.0 KM 2142818.3 |
 TU1835| TU1839 EPISCOPAL CHURCH SPIRE              APPROX. 0.7 KM 2261637.3 |
 TU1835| TU1844 TALL TREE                           APPROX. 1.2 KM 2331723.7 |
 TU1835| TU1845 GREEN ROOF NORTH GABLE              APPROX. 1.1 KM 2503805.3 |
 TU1835| TU1851 KEKAHA MILL CHIMNEY                 APPROX. 4.8 KM 2765907.3 |
 TU1835|---------------------------------------------------------------------|
 TU1835
 TU1835                          SUPERSEDED SURVEY CONTROL
 TU1835
 TU1835  NAD 83(1986)-  21 57 45.62037(N)    159 39 52.47597(W) AD(       ) 3
 TU1835  OLD HI      -  21 57 56.58000(N)    159 40 02.61000(W) AD(       ) 3
 TU1835
 TU1835.Superseded values are not recommended for survey control.
 TU1835.NGS no longer adjusts projects to the OLD HI datum.
 TU1835.See file dsdata.txt to determine how the superseded data were derived.
 TU1835
 TU1835_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3138328845(NAD 83)
 TU1835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1835_SETTING: 66 = SET IN ROCK OUTCROP
 TU1835_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU1835
 TU1835  HISTORY     - Date     Condition        Report By
 TU1835  HISTORY     - 1926     MONUMENTED       CGS
 TU1835  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1835  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU1835  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1835
 TU1835                          STATION DESCRIPTION
 TU1835
 TU1835'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1835'NEAR WAIMEA, ABOUT 100 YARDS BELOW CANE FIELD, AND 40 YARDS
 TU1835'WEST OF PIPE LINE WHICH RUNS TO RESERVOIR ON SLOPE ABOVE
 TU1835'WAIMEA.  STATION IS ABOUT 106 METERS WEST OF SIGNAL POINT.  MARKED
 TU1835'ACCORDING TO NOTE 3.
 TU1835
 TU1835                          STATION RECOVERY (1965)
 TU1835
 TU1835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1835'STATION MARK WAS RECOVERED BY TRAVERSE FROM STATION POINT 1926
 TU1835'AND WAS FOUND TO BE IN GOOD CONDITION.  A TIE WAS MADE TO AN
 TU1835'ADJACENT HIGHWAY SURVEY MARKER.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1835'
 TU1835'STATION IS LOCATED ABOUT 1/2-MILE NORTH-NORTHEAST OF CENTER OF
 TU1835'WAIMEA, AT ABOUT 290 FEET ELEVATION ON POINT OF RIDGE, ALONG
 TU1835'SOUTH SIDE OF THE MACADAM ROAD, AT LAST SWITCHBACK BEFORE ROAD
 TU1835'RUNS STRAIGHT UPHILL.
 TU1835'
 TU1835'TO REACH STATION FROM THE FIRST NATIONAL BANK IN WAIMEA, GO WEST ON
 TU1835'STATE HIGHWAY 50 FOR 0.4 MILE.  TURN RIGHT AND GO 0.45 MILE.  TAKE
 TU1835'LEFT FORK AND FOLLOW WINDING ROAD UPHILL FOR 0.6 MILE TO STATION ON
 TU1835'RIGHT JUST BEFORE ROAD MAKES LEFT BEND.
 TU1835'
 TU1835'STATION MARK IS A STANDARD DISK STAMPED CANE 1926, CEMENTED IN
 TU1835'A DRILL HOLE IN BEDROCK 2 INCHES BENEATH GROUND LEVEL.  IT IS
 TU1835'6 FEET LOWER THAN ROAD, AT BASE OF THE ROADSIDE BANK, 8 INCHES
 TU1835'SOUTH OF A 30-INCH BOULDER EMBEDDED IN BASE OF BANK, 21 FEET
 TU1835'SOUTH OF EDGE OF ROAD, 33.1 FEET WEST OF A 2-INCH, IRON PIPELINE
 TU1835'RUNNING DOWNHILL ON TOP OF GROUND, 78 FEET SOUTHWEST OF A 6 X
 TU1835'6-INCH WOODEN POST WHICH IS THE SOUTHEAST 1 OF 2 POSTS ON EITHER
 TU1835'SIDE OF THE ROAD AND 78.560 FEET, IN AZIMUTH 49 DEG 33 MIN
 TU1835'29 SEC FROM THE HIGHWAY SURVEY MARKER.
 TU1835'
 TU1835'HIGHWAY SURVEY MARKER IS A 1/2-INCH COPPER NAIL DRIVEN INTO THE
 TU1835'MCACADAM SURFACE OF THE ROAD, ON CENTERLINE, MIDWAY BETWEEN THE
 TU1835'TWO 6 X 6-INCH WOODEN POSTS.  A 4-INCH, YELLOW CIRCLE IS PAINTED
 TU1835'AROUND THE NAIL.
 TU1835
 TU1835                          STATION RECOVERY (1984)
 TU1835
 TU1835'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1835'LOST - DESCRIPTION LOCATED BUT NEW HOMES IN AREA.  NO 2 INCH
 TU1835'PIPELINE LOCATED AS PER D.M.W. IN 1965. NO COPPER NAIL LOCATED.  ROAD
 TU1835'IMPROVED.  NO 6 X 6 WOOD POSTS EXIST.  COULD NOT LOCATE.
 TU1835
 TU1835                          STATION RECOVERY (2005)
 TU1835
 TU1835'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1955 ***********************************************************************
 TU1955  DESIGNATION -  CANE
 TU1955  PID         -  TU1955
 TU1955  STATE/COUNTY-  HI/KAUAI
 TU1955  USGS QUAD   -  ANAHOLA (1996)
 TU1955
 TU1955                         *CURRENT SURVEY CONTROL
 TU1955  ___________________________________________________________________
 TU1955* NAD 83(1993)-  22 13 30.19629(N)    159 24 20.00585(W)     ADJUSTED  
 TU1955* LOCAL TIDAL -                                                        
 TU1955  ___________________________________________________________________
 TU1955  EPOCH DATE  -        1993.62
 TU1955  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 TU1955  GEOID HEIGHT-          14.88  (meters)                     GEOID03
 TU1955
 TU1955  HORZ ORDER  -  THIRD
 TU1955
 TU1955.The horizontal coordinates were established by classical geodetic methods
 TU1955.and adjusted by the National Geodetic Survey in December 1998..
 TU1955.The horizontal coordinates are valid at the epoch date displayed above.
 TU1955.The epoch date for horizontal control is a decimal equivalence
 TU1955.of Year/Month/Day.
 TU1955
 TU1955
 TU1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1955
 TU1955.The geoid height was determined by GEOID03.
 TU1955
 TU1955;                    North         East     Units Scale Factor Converg.
 TU1955;SPC HI 4     -    43,378.152   509,736.812   MT  0.99999117   +0 02 08.6
 TU1955;UTM  04      - 2,457,793.632   458,204.168   MT  0.99962158   -0 09 12.2
 TU1955
 TU1955                          SUPERSEDED SURVEY CONTROL
 TU1955
 TU1955  NAD 83(1986)-  22 13 30.15464(N)    159 24 20.06241(W) AD(       ) 4
 TU1955  OLD HI      -  22 13 41.51000(N)    159 24 30.16000(W) AD(       ) 3
 TU1955
 TU1955.Superseded values are not recommended for survey control.
 TU1955.NGS no longer adjusts projects to the OLD HI datum.
 TU1955.See file dsdata.txt to determine how the superseded data were derived.
 TU1955
 TU1955_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5820457794(NAD 83)
 TU1955
 TU1955  HISTORY     - Date     Condition        Report By
 TU1955  HISTORY     - 1910     MONUMENTED       CGS
 TU1955  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1955  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1955
 TU1955                          STATION DESCRIPTION
 TU1955
 TU1955'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1955'FLAG ON POINT, 1/2 MILE WEST OF KILAUEA.
 TU1955
 TU1955                          STATION RECOVERY (1965)
 TU1955
 TU1955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1955'STATION IS DESTROYED.  THE AREA IS NOW COVERED WITH BRUSH AND
 TU1955'VERY LARGE IRONWOOD TREES.
 TU1955
 TU1955                          STATION RECOVERY (1998)
 TU1955
 TU1955'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3395 ***********************************************************************
 TU3395  DESIGNATION -  CANE
 TU3395  PID         -  TU3395
 TU3395  STATE/COUNTY-  HI/MAUI
 TU3395  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3395
 TU3395                         *CURRENT SURVEY CONTROL
 TU3395  ___________________________________________________________________
 TU3395* NAD 83(1993)-  21 05 01.44579(N)    157 00 46.80186(W)     ADJUSTED  
 TU3395* LOCAL TIDAL -                                                        
 TU3395  ___________________________________________________________________
 TU3395  EPOCH DATE  -        1993.62
 TU3395  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 TU3395  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU3395
 TU3395  HORZ ORDER  -  THIRD
 TU3395
 TU3395.The horizontal coordinates were established by classical geodetic methods
 TU3395.and adjusted by the National Geodetic Survey in December 1998..
 TU3395.The horizontal coordinates are valid at the epoch date displayed above.
 TU3395.The epoch date for horizontal control is a decimal equivalence
 TU3395.of Year/Month/Day.
 TU3395
 TU3395
 TU3395.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3395
 TU3395.The geoid height was determined by GEOID03.
 TU3395
 TU3395;                    North         East     Units Scale Factor Converg.
 TU3395;SPC HI 2     -    83,115.776   464,012.688   MT  0.99998266   -0 07 28.5
 TU3395;UTM  04      - 2,332,702.815   706,421.984   MT  1.00012659   +0 42 54.1
 TU3395
 TU3395                          SUPERSEDED SURVEY CONTROL
 TU3395
 TU3395  NAD 83(1986)-  21 05 01.40137(N)    157 00 46.75031(W) AD(       ) 4
 TU3395  OLD HI      -  21 05 12.81700(N)    157 00 56.81900(W) AD(       ) 3
 TU3395
 TU3395.Superseded values are not recommended for survey control.
 TU3395.NGS no longer adjusts projects to the OLD HI datum.
 TU3395.See file dsdata.txt to determine how the superseded data were derived.
 TU3395
 TU3395_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0642232703(NAD 83)
 TU3395
 TU3395  HISTORY     - Date     Condition        Report By
 TU3395  HISTORY     - UNK      MONUMENTED
 TU3395  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3395
 TU3395                          STATION DESCRIPTION
 TU3395
 TU3395'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3395'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3395'AND THE AREA VISITED.  THE AREA WAS THOROUGHLY SEARCHED BUT NOTHING
 TU3395'THAT MIGHT HAVE BEEN USED FOR A STATION MARK COULD BE FOUND.  THE
 TU3395'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2046 ***********************************************************************
 TU2046  DESIGNATION -  CANUTE H N
 TU2046  PID         -  TU2046
 TU2046  STATE/COUNTY-  HI/KAUAI
 TU2046  USGS QUAD   -  MAKAHA POINT (1983)
 TU2046
 TU2046                         *CURRENT SURVEY CONTROL
 TU2046  ___________________________________________________________________
 TU2046* NAD 83(1993)-  22 03 44.58915(N)    159 46 57.98966(W)     ADJUSTED  
 TU2046* LOCAL TIDAL -        31.5    (meters)     103.     (feet)  VERT ANG  
 TU2046  ___________________________________________________________________
 TU2046  EPOCH DATE  -        1993.62
 TU2046  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 TU2046  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU2046
 TU2046  HORZ ORDER  -  SECOND
 TU2046
 TU2046.The horizontal coordinates were established by classical geodetic methods
 TU2046.and adjusted by the National Geodetic Survey in December 1998..
 TU2046.The horizontal coordinates are valid at the epoch date displayed above.
 TU2046.The epoch date for horizontal control is a decimal equivalence
 TU2046.of Year/Month/Day.
 TU2046
 TU2046.The orthometric height was determined by vertical angle observations.
 TU2046
 TU2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2046
 TU2046.The geoid height was determined by GEOID03.
 TU2046
 TU2046;                    North         East     Units Scale Factor Converg.
 TU2046;SPC HI 4     -    25,389.690   470,813.051   MT  1.00000052   -0 06 22.4
 TU2046;UTM  04      - 2,439,939.464   419,234.885   MT  0.99968059   -0 17 38.5
 TU2046
 TU2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2046!SPC HI 4     -   0.99999252  x   1.00000052  =   0.99999304
 TU2046!UTM  04      -   0.99999252  x   0.99968059  =   0.99967312
 TU2046
 TU2046|---------------------------------------------------------------------|
 TU2046| PID    Reference Object                     Distance      Geod. Az  |
 TU2046|                                                           dddmmss.s |
 TU2046| CJ9405 CANUTE H N RM 1                       9.019 METERS 06406     |
 TU2046| CJ9406 CANUTE H N RM 2                       9.161 METERS 32526     |
 TU2046|---------------------------------------------------------------------|
 TU2046
 TU2046                          SUPERSEDED SURVEY CONTROL
 TU2046
 TU2046  NAD 83(1986)-  22 03 44.55424(N)    159 46 58.01578(W) AD(       ) 2
 TU2046  OLD HI      -  22 03 55.83670(N)    159 47 08.06450(W) AD(       ) 2
 TU2046
 TU2046.Superseded values are not recommended for survey control.
 TU2046.NGS no longer adjusts projects to the OLD HI datum.
 TU2046.See file dsdata.txt to determine how the superseded data were derived.
 TU2046
 TU2046_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1923539939(NAD 83)
 TU2046_MARKER: Z = SEE DESCRIPTION
 TU2046_SETTING: 0 = UNSPECIFIED SETTING
 TU2046
 TU2046  HISTORY     - Date     Condition        Report By
 TU2046  HISTORY     - 1964     MONUMENTED       CGS
 TU2046  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU2046  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2046  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2046  HISTORY     - 1983     GOOD             USPSQD
 TU2046
 TU2046                          STATION DESCRIPTION
 TU2046
 TU2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2046'THE STATION IS LOCATED ON THE SOUTHWEST END OF A ROW OF SAND
 TU2046'DUNES AT BARKING SANDS BEACH ON THE WESTERN SIDE OF KAUAI ISLAND.
 TU2046'
 TU2046'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND
 TU2046'55 IN KEKAHA, GO WEST ON STATE HIGHWAY 50 FOR 7.0 MILES TO A
 TU2046'FORK.  TAKE THE LEFT FORK, AS PER SIGN, BONHAM AIR BASE AND GO
 TU2046'0.4 MILE TO A SENTRY POST AT A CROSSROAD.  TURN RIGHT AND GO
 TU2046'NORTHERLY FOR 1.05 MILES TO THE END OF THE PAVEMENT.  CONTINUE
 TU2046'NORTH ON GRAVELED ROAD FOR 0.2 MILE TO A LOCKED GATE.  (NORMALLY
 TU2046'UNLOCKED DURING BUSINESS HOURS.) PASS THROUGH GATE AND
 TU2046'CONTINUE NORTH FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND
 TU2046'CONTINUE NORTHERLY ON THE MAIN ROAD FOR 0.15 MILE TO A SENTRY
 TU2046'POST AT THE SANDIA CORPORATIONS MISSILE SITE.  GO NORTHWEST,
 TU2046'THROUGH THE FENCED AREA, FOR 0.1 MILE TO A CROSSROAD.  TURN
 TU2046'LEFT AND GO SOUTHWEST FOR 0.1 MILE TO A FORK.  TAKE THE
 TU2046'CENTER ROAD AND GO NORTHWEST, TOWARDS THE SECOND SMALL ROCKET
 TU2046'LAUNCHER FOR 0.1 MILE.  TAKE TRACK ROAD THROUGH FENCE AND
 TU2046'GO NORTHWEST FOR 0.15 MILE TO BOTTOM OF SAND DUNE.  PACK UP
 TU2046'STEEP, SANDY SLOPE, BORDERED ON BOTH SIDES BY THICK
 TU2046'BRUSH, FOR ABOUT 50 YARDS, THEN BEAR LEFT FOR ABOUT 50 YARDS
 TU2046'TO THE STATION MARK.  A 4-WHEEL DRIVE VEHICLE MAY BE DRIVEN
 TU2046'TO THE STATION BY AN ALTERNATE ROUTE.  THIS IS BEST
 TU2046'DETERMINED BY INQUIRY AT THE SANDIA CORPORATIONS
 TU2046'COMPOUND.  THE COMBINATION TO THE LOCKED GATE MAY ALSO BE
 TU2046'OBTAINED THERE.
 TU2046'
 TU2046'THE STATION MARK IS A PLAIN BRASS DISK, STAMPED CANUTE H AND N
 TU2046'1964, SET IN THE TOP OF A 16-INCH SQUARE CONCRETE POST THAT
 TU2046'PROJECTS 2 INCHES ABOVE THE SAND.  IT IS ABOUT 30 FEET NORTH OF
 TU2046'THE NORTH EDGE OF SOME THICK BRUSH.
 TU2046'
 TU2046'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CANUTE NO 1 1964,
 TU2046'SET IN THE TOP OF A 5-INCH CEMENT-FILLED CAST IRON SEWER PIPE THAT
 TU2046'PROJECTS 12 INCHES ABOVE THE SAND.  IT IS 30 FEET SOUTH OF A
 TU2046'GROUP OF 3 WOODEN POSTS AND ABOUT 2 FEET LOWER THAN THE STATION
 TU2046'MARK.
 TU2046'
 TU2046'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CANUTE NO 2
 TU2046'1964, SET IN THE TOP OF A 5-INCH CEMENT-FILLED CAST IRON SEWER
 TU2046'PIPE THAT PROJECTS ABOUT 15 INCHES ABOVE THE SAND.  IT IS 40 FEET
 TU2046'SOUTHWEST OF THE GROUP OF 3 WOODEN POSTS AND ABOUT THE SAME
 TU2046'ELEVATION AS THE STATION MARK.
 TU2046'
 TU2046'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU2046
 TU2046                          STATION RECOVERY (1965)
 TU2046
 TU2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU2046'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU2046'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 TU2046'HORIZONTAL DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 TU2046'VERIFIED.  THE ROUTE TO THE STATION HAS CHANGED.  FOLLOWING IS A
 TU2046'NEW DESCRIPTION.
 TU2046'
 TU2046'THE STATION IS LOCATED ON THE HIGHEST ONE OF A ROW OF SAND DUNES
 TU2046'AT BARKING SANDS BEACH ON THE WEST SIDE OF KAUAI ISLAND.
 TU2046'
 TU2046'TO REACH THE STATION FROM THE MAIN GATE AT BONHAM AUXILIARY
 TU2046'LANDING FIELD, GO NORTH ON AN OILED ROAD FOR 1.25 MILES TO A
 TU2046'BLADED ROAD LEFT AT A SIGN BARKING SANDS.  TURN LEFT AND GO WEST
 TU2046'AND SOUTH ON THE BLADED ROAD FOR 0.5 MILE TO A FORK IN THE
 TU2046'ROAD.  TURN SHARP RIGHT AND GO NORTH ON A BLADED AND TRACK ROAD
 TU2046'FOR 0.5 MILE TO THE FOOT OF THE HIGHEST SAND DUNE IN THE AREA
 TU2046'AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK
 TU2046'NORTH UP THE SOUTH SIDE OF THE SAND DUNE FOR ABOUT 5
 TU2046'MINUTES TO THE STATION.
 TU2046'
 TU2046'THE STATION MARK, A PLAIN BRONZE DISK STAMPED CANUTE H AND N
 TU2046'1964, IS SET IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT
 TU2046'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE SAND.  IT IS
 TU2046'66 FEET SOUTH-SOUTHWEST OF THREE WOODEN POSTS AND 40 FEET NORTH
 TU2046'OF THE NORTH EDGE OF SOME THICK BRUSH.
 TU2046'
 TU2046'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CANUTE HN NO 1
 TU2046'1964, IS SET IN THE TOP OF A 5-INCH CEMENT-FILLED CAST IRON PIPE
 TU2046'WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE SAND.  IT IS 43
 TU2046'FEET SOUTH OF THREE WOODEN POSTS AND IS 2 FEET LOWER IN ELEVATION
 TU2046'THAN THE STATION MARK.
 TU2046'
 TU2046'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CAUTE HN NO 1 1964,
 TU2046'IS SET IN THE TOP OF A 5-INCH CEMENT-FILLED CAST IRON PIPE WHICH
 TU2046'PROJECTS 15 INCHES ABOVE THE SURFACE OF THE SAND.  IT IS 61-1/2
 TU2046'FEET SOUTHWEST OF THREE WOODEN POSTS.
 TU2046'
 TU2046'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2046'
 TU2046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2046'12 MILES NORTHWEST OF KEKAHA.
 TU2046
 TU2046                          STATION RECOVERY (1966)
 TU2046
 TU2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2046'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2046'COMPLETE DESCRIPTION FOLLOWS--
 TU2046'
 TU2046'STATION IS LOCATED IN WESTERN PART OF KAUAI, ABOUT 2 MILES
 TU2046'AIRLINE NORTH-NORTHWEST OF MANA VILLAGE, ABOUT 500 FEET EAST
 TU2046'FROM SHORELINE, ON THE PROMINENT SAND DUNE AT THE SOUTHWEST END
 TU2046'OF THE BRUSHY SAND RIDGE ALONG THE SHORELINE.
 TU2046'
 TU2046'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 55
 TU2046'AT KEKAHA, GO NORTHWEST ON STATE HIGHWAY 50 FOR 6.6 MILES TO
 TU2046'FORK.  TAKE LEFT FORK AND GO 0.4 MILE TO ENTRANCE TO BONHAM
 TU2046'AUXILIARY LANDING FIELD.  TURN RIGHT AND GO NORTH FOR 1.3
 TU2046'MILES.  TAKE DIRT LEFT FORK AT SIGN BARKING SANDS AND GO 0.5
 TU2046'MILE.  TAKE RIGHT FORK AND GO 0.35 MILE TO FENCE CORNER ON
 TU2046'RIGHT.  CONTINUE NORTHERLY ON BEACH ROAD FOR 0.15 MILE TO BASE
 TU2046'OF HIGH DUNE AND END OF TRUCK TRAVEL.  PACK UP DUNE ABOUT 50
 TU2046'YARDS TO TOP AND THEN ALONG TOP ABOUT 50 YARDS TO
 TU2046'STATION.  NOTE--A LIGHT JEEP MAY BE DRIVEN TO STATION BY A
 TU2046'DIFFERENT ROUTE, AROUND LEFT SIDE OF DUNE TO AN APPROACH
 TU2046'ROAD.
 TU2046'
 TU2046'STATION MARK IS A PLAIN BRONZE DISK, 3-1/2 INCHES IN DIAMETER,
 TU2046'STAMPED CANUTE 1964, SET IN THE TOP OF A 16-INCH-SQUARE, CONCRETE
 TU2046'MONUMENT THAT PROJECTS 8 INCHES.  IT IS 66 FEET SOUTHWEST OF THE
 TU2046'CENTER 1 OF 3, 4 X 4-INCH WOODEN POSTS.
 TU2046'
 TU2046'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANUTE HN
 TU2046'NO 1 1964, SET IN THE TOP OF A 4-INCH CAST-IRON PIPE FILLED WITH
 TU2046'CONCRETE AND PROJECTING 8 INCHES.  IT IS ON THE EAST SIDE OF THE
 TU2046'DUNE AND ABOUT 2 FEET LOWER THAN STATION MARK.
 TU2046'
 TU2046'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CANUTE HN
 TU2046'NO 2 1964, SET IN THE TOP OF A 4-INCH CAST-IRON PIPE FILLED WITH
 TU2046'CONCRETE AND PROJECTING 8 INCHES.  IT IS ON WEST SIDE OF DUNE AND
 TU2046'AT ABOUT SAME ELEVATION AS STATION MARK.
 TU2046
 TU2046                          STATION RECOVERY (1967)
 TU2046
 TU2046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2046'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 TU2046'NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 TU2046'DISTANCES AND DIRECTIONS TO BOTH REFERENCE MARKS WERE
 TU2046'VERIFIED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 TU2046'
 TU2046'THE STATION IS LOCATED ON THE SUMMIT OF A BRUSHY SAND DUNE AT
 TU2046'BARKING SANDS BEACH ON THE WEST END OF THE ISLAND OF KAUAI.  IT IS
 TU2046'THE HIGHEST POINT IN THE IMMEDIATE VICINITY, OVERLOOKING A
 TU2046'ROCKET-LAUNCHING COMPLEX TO THE EAST.
 TU2046'
 TU2046'TO REACH THE STATION FROM THE MAIN GATE OF THE BARKING SANDS
 TU2046'PACIFIC MISSILE RANGE FACILITY, GO NORTH ON AN ASPHALT ROAD FOR
 TU2046'1.25 MILES TO A ROAD ON THE LEFT AND A SIGN, NOHILI DUNES.  TURN
 TU2046'LEFT AND GO WESTERLY ON A BLADED ROAD FOR 0.55 MILE TO A THREE-WAY
 TU2046'INTERSECTION.  TURN SHARP RIGHT AND GO NORTHERLY ON A BLADED
 TU2046'ROAD FOR 0.45 MILE TO THE BASE OF A SAND DUNE AT THE BEACH.
 TU2046'PACK NORTHERLY FOR ABOUT 100 YARDS TO THE STATION.  A FOUR-WHEEL
 TU2046'DRIVE VEHICLE WITH LOW-PRESSURE TIRES MAY BE DRIVEN TO THE
 TU2046'STATION BY CIRCLING TO THE WEST OF THE DUNE.
 TU2046'
 TU2046'THE STATION MARK IS A PLAIN BRASS DISK, STAMPED CANUTE H AND N
 TU2046'1964, SET IN THE TOP OF A 16-INCH SQUARE CONCRETE POST THAT
 TU2046'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 74-1/2
 TU2046'FEET SOUTH-SOUTHWEST OF A RADAR REFLECTOR ON A WOODEN POLE.
 TU2046'
 TU2046'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CANUTE HN NO
 TU2046'1 1964, SET IN THE TOP OF A CEMENT-FILLED CAST IRON SEWER PIPE
 TU2046'THAT PROJECTS 4 INCHES ABOVE THE SURVACE OF THE GROUND.  IT IS
 TU2046'52-1/2 FEET SOUTH OF THE WOODEN POLE WITH RADAR REFLECTOR AND
 TU2046'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TU2046'
 TU2046'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CANUTE HN NO 2
 TU2046'1964, SET IN THE TOP OF A CEMENT-FILLED CAST-IRON SEWER PIPE THAT
 TU2046'IS ABOUT 1 FOOT BELOW GROUND LEVEL.  IT IS 67-1/2 FEET SOUTHWEST OF
 TU2046'THE WOODEN POLE WITH RADAR REFLECTOR AND ABOUT THE SAME ELEVATION
 TU2046'AS THE STATION MARK.
 TU2046'
 TU2046'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2046'
 TU2046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2046'12 MILES NORTHWEST OF KEKAHA.
 TU2046
 TU2046                          STATION RECOVERY (1983)
 TU2046
 TU2046'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2046'CANUTE H AND N 1964 RECOVERED GOOD.  STA. IN USE PER PAC. MISSILE
 TU2046'RANGE SURVEYOR, NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1846 ***********************************************************************
 TU1846  DESIGNATION -  CANYON B HITS 1967
 TU1846  PID         -  TU1846
 TU1846  STATE/COUNTY-  HI/KAUAI
 TU1846  USGS QUAD   -  KEKAHA (1983)
 TU1846
 TU1846                         *CURRENT SURVEY CONTROL
 TU1846  ___________________________________________________________________
 TU1846* NAD 83(1993)-  21 59 34.51500(N)    159 40 28.65967(W)     ADJUSTED  
 TU1846* LOCAL TIDAL -       393.     (meters)    1289.     (feet)  SCALED    
 TU1846  ___________________________________________________________________
 TU1846  EPOCH DATE  -        1993.62
 TU1846  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 TU1846  GEOID HEIGHT-          16.55  (meters)                     GEOID03
 TU1846
 TU1846  HORZ ORDER  -  SECOND
 TU1846
 TU1846.The horizontal coordinates were established by classical geodetic methods
 TU1846.and adjusted by the National Geodetic Survey in December 1998..
 TU1846.The horizontal coordinates are valid at the epoch date displayed above.
 TU1846.The epoch date for horizontal control is a decimal equivalence
 TU1846.of Year/Month/Day.
 TU1846
 TU1846.The orthometric height was scaled from a topographic map.
 TU1846
 TU1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1846
 TU1846.The geoid height was determined by GEOID03.
 TU1846
 TU1846;                    North         East     Units Scale Factor Converg.
 TU1846;SPC HI 4     -    17,681.095   481,966.835   MT  0.99999402   -0 03 55.4
 TU1846;UTM  04      - 2,432,196.936   430,359.739   MT  0.99965992   -0 15 09.6
 TU1846
 TU1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1846!SPC HI 4     -   0.99993564  x   0.99999402  =   0.99992966
 TU1846!UTM  04      -   0.99993564  x   0.99965992  =   0.99959558
 TU1846
 TU1846:                Primary Azimuth Mark                     Grid Az
 TU1846:SPC HI 4     -  RANGE F                                  213 45 39.7
 TU1846:UTM  04      -  RANGE F                                  213 56 53.9
 TU1846
 TU1846|---------------------------------------------------------------------|
 TU1846| PID    Reference Object                     Distance      Geod. Az  |
 TU1846|                                                           dddmmss.s |
 TU1846| TU1850 RANGE F                             APPROX. 4.4 KM 2134144.3 |
 TU1846|---------------------------------------------------------------------|
 TU1846
 TU1846                          SUPERSEDED SURVEY CONTROL
 TU1846
 TU1846  NAD 83(1986)-  21 59 34.48025(N)    159 40 28.68314(W) AD(       ) 2
 TU1846  OLD HI      -  21 59 45.76570(N)    159 40 38.72350(W) AD(       ) 2
 TU1846
 TU1846.Superseded values are not recommended for survey control.
 TU1846.NGS no longer adjusts projects to the OLD HI datum.
 TU1846.See file dsdata.txt to determine how the superseded data were derived.
 TU1846
 TU1846_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3036032197(NAD 83)
 TU1846_MARKER: DD = SURVEY DISK
 TU1846_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TU1846_SP_SET: PREFABRICATED CONCRETE POST
 TU1846
 TU1846  HISTORY     - Date     Condition        Report By
 TU1846  HISTORY     - 1967     MONUMENTED       HITS
 TU1846  HISTORY     - 1984     GOOD             USPSQD
 TU1846  HISTORY     - 1988     GOOD             USPSQD
 TU1846  HISTORY     - 19981017 GOOD             USPSQD
 TU1846
 TU1846                          STATION DESCRIPTION
 TU1846
 TU1846'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1967 (PCJ)
 TU1846'THE STATION IS LOCATED ON THE WEST EDGE OF WAIMEA CANYON, ABOUT
 TU1846'3.2 MILES NORTHEAST OF KEKAHA, 2.6 MILES NORTH OF WAIMEA AND
 TU1846'0.5 MILE WEST OF THE WAIMEA RIVER.
 TU1846'
 TU1846'TO REACH THE STATION FROM THE U.S. POST OFFICE AT WAIMEA, GO
 TU1846'WESTERLY ON WAIMEA ROAD FOR 0.1 MILE TO STATE HIGHWAY 50.  BEAR
 TU1846'RIGHT AND CONTINUE WESTERLY ON STATE HIGHWAY 50 FOR 0.3 MILE TO
 TU1846'ONAONA ROAD.  TURN RIGHT AND GO NORTHERLY ON ONAONA ROAD FOR
 TU1846'0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY,
 TU1846'UPHILL, ALONG AN ASPHALT ROAD FOR 3.0 MILES TO THE STATION
 TU1846'MARK ON THE RIGHT.
 TU1846'
 TU1846'THE STATION MARK IS A HAWAII TERRITORY SURVEY DISK, WITH NO
 TU1846'STAMPING, SET IN THE TOP OF A 5-INCH CAST IRON PIPE THAT
 TU1846'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 TU1846'UNDER A 6-FOOT SQUARE CONCRETE SLAB THAT IS SUPPORTED ON TWO
 TU1846'SIDES BY ROCK WALLS ABOUT 50 INCHES IN HEIGHT.  A VERTICAL
 TU1846'PIPE SET IN THE CENTER OF THE CONCRETE SLAB SUPPORTS A METAL
 TU1846'TARGET, WHICH MAY BE REMOVED TO GAIN ACCESS TO THE MARK.  THE
 TU1846'MARK IS ON A BANK ABOUT 12 FEET HIGH, BETWEEN THE EDGE OF
 TU1846'WAIMEA CANYON AND THE ASPHALT ROAD, 110 FEET NORTHEAST OF A
 TU1846'LARGE MANGO TREE, 106 FEET SOUTHWEST OF A TELEPHONE POLE, 90
 TU1846'FEET NORTHWEST OF ANOTHER TELEPHONE POLE AND 29 FEET
 TU1846'NORTHEAST OF THE CENTER OF THE ASPHALT ROAD.
 TU1846'
 TU1846'NO AZIMUTH MARK OR REFERENCE MARKS WERE ESTABLISHED.
 TU1846
 TU1846                          STATION RECOVERY (1984)
 TU1846
 TU1846'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1846'GOOD.  RECOVERED AS DESCRIBED BY P.C. JOHNSON 1907 EXCEPT ROAD IS
 TU1846'NOW WAIMEA CANYON RD.
 TU1846
 TU1846                          STATION RECOVERY (1988)
 TU1846
 TU1846'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1846'RECOVERED IN GOOD CONDITION.
 TU1846
 TU1846                          STATION RECOVERY (1998)
 TU1846
 TU1846'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2114 ***********************************************************************
 TU2114  DESIGNATION -  CAPE KUMUKAHI LIGHTHOUSE
 TU2114  PID         -  TU2114
 TU2114  STATE/COUNTY-  HI/HAWAII
 TU2114  USGS QUAD   -  KAPOHO (1995)
 TU2114
 TU2114                         *CURRENT SURVEY CONTROL
 TU2114  ___________________________________________________________________
 TU2114* NAD 83(1993)-  19 30 58.78271(N)    154 48 39.06824(W)     ADJUSTED  
 TU2114* LOCAL TIDAL -                                                        
 TU2114  ___________________________________________________________________
 TU2114  EPOCH DATE  -        1993.62
 TU2114  LAPLACE CORR-         -20.90  (seconds)                    DEFLEC99
 TU2114  GEOID HEIGHT-          12.06  (meters)                     GEOID03
 TU2114
 TU2114  HORZ ORDER  -  THIRD
 TU2114
 TU2114.The horizontal coordinates were established by classical geodetic methods
 TU2114.and adjusted by the National Geodetic Survey in December 1998..
 TU2114.The horizontal coordinates are valid at the epoch date displayed above.
 TU2114.The epoch date for horizontal control is a decimal equivalence
 TU2114.of Year/Month/Day.
 TU2114
 TU2114
 TU2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2114
 TU2114.The geoid height was determined by GEOID03.
 TU2114
 TU2114;                    North         East     Units Scale Factor Converg.
 TU2114;SPC HI 1     -    75,746.404   572,333.961   MT  1.00003131   +0 13 48.9
 TU2114;UTM  05      - 2,158,963.080   309,978.807   MT  1.00004633   -0 36 18.5
 TU2114
 TU2114                          SUPERSEDED SURVEY CONTROL
 TU2114
 TU2114  NAD 83(1986)-  19 30 58.74057(N)    154 48 39.08874(W) AD(       ) 4
 TU2114  OLD HI      -  19 31 09.62800(N)    154 48 49.06900(W) AD(       ) 3
 TU2114
 TU2114.Superseded values are not recommended for survey control.
 TU2114.NGS no longer adjusts projects to the OLD HI datum.
 TU2114.See file dsdata.txt to determine how the superseded data were derived.
 TU2114
 TU2114_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0997958963(NAD 83)
 TU2114
 TU2114  HISTORY     - Date     Condition        Report By
 TU2114  HISTORY     - 1949     MONUMENTED       CGS
 TU2114  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2114  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2114
 TU2114                          STATION DESCRIPTION
 TU2114
 TU2114'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2114'THE STATION IS THE CENTER OF THE HIGHER OF TWO LIGHTS WHICH
 TU2114'COMPRIZE THE CAPE KUMUKAHI LIGHTHOUSE.
 TU2114'
 TU2114'THE LIGHTHOUSE IS CONSTRUCTED OF A STEEL FRAMEWORK AND THE TOP
 TU2114'LIGHT IS ABOUT 125 FEET ABOVE THE GROUND.
 TU2114'
 TU2114'THE STATION IS LOCATED ABOUT 2 MILES EAST OF KAPOHO, ABOUT 0.3
 TU2114'MILE WEST OF CAPE KUMUKAHI AND ABOUT 0.3 MILE EAST OF THE LIGHT
 TU2114'TENDERS HOUSE AND COAST GUARD STATION.
 TU2114
 TU2114                          STATION RECOVERY (1967)
 TU2114
 TU2114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2114'STATION WAS RECOVERED.  IT IS THE CENTER OF THE TOP 1 OF 2 LIGHTS
 TU2114'MOUNTED ON A TALL, WHITE, SKELETON STEEL TOWER ABOUT 125 FEET TALL.
 TU2114'
 TU2114'LOCATED AT CAPE KUMUKAHI, ABOUT 1/4-MILE INLAND, AT END OF CINDER
 TU2114'ROAD, ABOUT 2 MILES EAST OF THE SITE OF THE OLD, LAVA-COVERED
 TU2114'VILLAGE OF KAPOHO.
 TU2114
 TU2114                          STATION RECOVERY (1978)
 TU2114
 TU2114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2114'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESIGNATED AS
 TU2114'NO. 3682 IN THE PUBLICATION LIGHT LIST, VOLUME III, PACIFIC COAST
 TU2114'AND PACIFIC ISLANDS, 1977.
 TU2114'
 TU2114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2114'9 MILES ENE OF PAHOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1064 ***********************************************************************
 TU1064  DESIGNATION -  CAPE RESET
 TU1064  PID         -  TU1064
 TU1064  STATE/COUNTY-  HI/HONOLULU
 TU1064  USGS QUAD   -  MOKAPU (1983)
 TU1064
 TU1064                         *CURRENT SURVEY CONTROL
 TU1064  ___________________________________________________________________
 TU1064* NAD 83(1993)-  21 25 27.46645(N)    157 44 21.16808(W)     ADJUSTED  
 TU1064* LOCAL TIDAL -        11.     (meters)      36.     (feet)  SCALED    
 TU1064  ___________________________________________________________________
 TU1064  EPOCH DATE  -        1993.62
 TU1064  LAPLACE CORR-          -6.94  (seconds)                    DEFLEC99
 TU1064  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1064
 TU1064  HORZ ORDER  -  THIRD
 TU1064
 TU1064.The horizontal coordinates were established by classical geodetic methods
 TU1064.and adjusted by the National Geodetic Survey in December 1998..
 TU1064.The horizontal coordinates are valid at the epoch date displayed above.
 TU1064.The epoch date for horizontal control is a decimal equivalence
 TU1064.of Year/Month/Day.
 TU1064
 TU1064.The orthometric height was scaled from a topographic map.
 TU1064
 TU1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1064
 TU1064.The geoid height was determined by GEOID03.
 TU1064
 TU1064;                    North         East     Units Scale Factor Converg.
 TU1064;SPC HI 3     -    28,547.165   527,036.524   MT  0.99999903   +0 05 42.9
 TU1064;UTM  04      - 2,369,632.031   630,665.962   MT  0.99981098   +0 27 38.1
 TU1064
 TU1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1064!SPC HI 3     -   0.99999582  x   0.99999903  =   0.99999485
 TU1064!UTM  04      -   0.99999582  x   0.99981098  =   0.99980680
 TU1064
 TU1064|---------------------------------------------------------------------|
 TU1064| PID    Reference Object                     Distance      Geod. Az  |
 TU1064|                                                           dddmmss.s |
 TU1064| CJ9407 CAPE RM 1                             6.555 METERS 09702     |
 TU1064| CJ9408 CAPE RM 2                             5.400 METERS 18438     |
 TU1064| CJ9409 CAPE RM 3                             9.476 METERS 25316     |
 TU1064| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX. 3.2 KM 3251549.3 |
 TU1064|---------------------------------------------------------------------|
 TU1064
 TU1064                          SUPERSEDED SURVEY CONTROL
 TU1064
 TU1064  NAD 83(1986)-  21 25 27.41654(N)    157 44 21.17590(W) AD(       ) 3
 TU1064  OLD HI      -  21 25 38.83200(N)    157 44 31.06200(W) AD(       ) 3
 TU1064
 TU1064.Superseded values are not recommended for survey control.
 TU1064.NGS no longer adjusts projects to the OLD HI datum.
 TU1064.See file dsdata.txt to determine how the superseded data were derived.
 TU1064
 TU1064_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3066669632(NAD 83)
 TU1064
 TU1064  HISTORY     - Date     Condition        Report By
 TU1064  HISTORY     - 1964     MONUMENTED       CGS
 TU1064  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1064  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1064
 TU1064                          STATION DESCRIPTION
 TU1064
 TU1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1064'STATION MARK WAS RECOVERED IN POOR CONDITION.  IT CONSISTED OF A
 TU1064'3/4-INCH IRON PIPE, DRIVEN INTO SANDSTONE BEDROCK UNDER BEACH
 TU1064'SAND, AND SURROUNDED NEAR THE TOP WITH A MASS OF CONCRETE ABOUT
 TU1064'1 FOOT DEEP.  THE SAND HAD ERODED AWAY UNTIL ALL OF THE CONCRETE
 TU1064'WAS EXPOSED.  A CHECK RUN WAS TAKEN WHICH SHOWED THAT THE MARK
 TU1064'WAS AT ITS ORIGINAL LOCATION SO IT WAS RE-MARKED.  TWO REFERENCE
 TU1064'MARKS, NUMBERS ONE AND TWO, WERE ESTABLISHED.  A COMPLETE
 TU1064'DESCRIPTION FOLLOWS--
 TU1064'
 TU1064'STATION IS LOCATED ABOUT 2 MILES NORTH OF KAILUA, ON KAPOHO
 TU1064'POINT, WHERE THE SHORELINE TURNS FROM SOUTH TO WESTERLY, RUNNING
 TU1064'TOWARDS THE MOUTH OF KAWAINUI CANAL.
 TU1064'
 TU1064'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF MOKAPU
 TU1064'RD. AND KANEOHE BAY DR. AT THE NORTH END OF KAILUA, GO NORTHEAST
 TU1064'ON MOKAPU RD. FOR 0.45 MILE.  TAKE RIGHT FORK AND GO 0.1 MILE ON
 TU1064'OLD MOKAPU RD.  TAKE RIGHT FORK AND GO 0.15 MILE ON KAIMALINO
 TU1064'ST. TO LOCKED CHAIN GATE AT END OF STREET (KEY MAY BE OBTAINED
 TU1064'AT THE KANEOHE RANCH CO. OFFICE AT CASTLE JUNCTION).  PASS
 TU1064'THROUGH GATE AND KEEP RIGHT, ON TRACK ROAD, FOR 0.15 MILE TO
 TU1064'STATION ON THE POINT.
 TU1064'
 TU1064'STATION MARK IS A STANDARD DISK STAMPED CAPE 1952 1964, SET IN
 TU1064'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 TU1064'INCHES.  IT IS 45 FEET NORTHWEST OF EXTREME TIP OF THE SHORELINE
 TU1064'LEDGE-ROCK, 10 FEET NORTHWEST FROM INSHORE LINE OF THE BEDROCK,
 TU1064'AND 260.5 FEET SOUTHEAST OF NORTHEAST CORNER OF GREEN BEACH
 TU1064'SHACK.
 TU1064'
 TU1064'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAPE RM 1
 TU1064'1952 1964, CEMENTED IN A DRILL HOLE IN BEDROCK, 6 FEET WEST FROM
 TU1064'WATER EDGE AND ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU1064'
 TU1064'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAPE RM 2
 TU1064'1952 1964, CEMENTED IN A DRILL HOLE IN BEDROCK, 6 FEET NORTHWEST
 TU1064'OF WATER EDGE, 30 FEET WEST OF EXTREME TIP OF POINT, AND ABOUT
 TU1064'1 FOOT LOWER THAN STATION.
 TU1064'
 TU1064'BEACH SHACK IS A BOARD STRUCTURE WITH GABLE ROOF, ABOUT 18 X 24
 TU1064'FEET, AND PAINTED DARK GREEN.  IT SETS 55 FEET NORTHEAST FROM
 TU1064'WATER LINE.
 TU1064
 TU1064                          STATION RECOVERY (1966)
 TU1064
 TU1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1064'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN GOOD
 TU1064'CONDITION.  REFERENCE MARK NUMBER TWO HAD BEEN DESTROYED SO A NEW
 TU1064'REFERENCE MARK, NUMBER THREE, WAS ESTABLISHED.  THE GREEN BEACH
 TU1064'SHACK IS GONE AND THERE IS NOW A BROWN BEACH HOME IN A SLIGHTLY
 TU1064'DIFFERENT LOCATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1064'
 TU1064'STATION IS LOCATED ON KAPOHO POINT, ABOUT 2 MILES NORTH OF KAILUA,
 TU1064'WHERE THE SHORELINE TURNS FROM SOUTH TO WESTERLY, RUNNING TOWARDS
 TU1064'THE MOUTH OF KAWAINUI CANAL.
 TU1064'
 TU1064'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF MOKAPU
 TU1064'RD. AND KANEOHE BAY DRIVE AT THE NORTH END OF KAILUA, GO NORTHEAST
 TU1064'ON MOKAPU RD. FOR 0.45 MILE.  TAKE RIGHT FORK AND GO 0.1 MILE ON
 TU1064'OLD MOKAPU RD.  TAKE RIGHT FORK AND GO 0.15 MILE ON KAIMALINO
 TU1064'ST. TO LOCKED CHAIN GATE AT END OF STREET (KEY MAY BE OBTAINED AT
 TU1064'THE KANEOHE RANCH CO. OFFICE AT CASTLE JUNCTION).  PASS THROUGH
 TU1064'GATE AND KEEP RIGHT, ON TRACK ROAD, FOR 0.15 MILE TO STATION
 TU1064'AT SHORELINE.
 TU1064'
 TU1064'STATION MARK IS A STANDARD DISK STAMPED CAPE 1952 1964, SET IN
 TU1064'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 1 INCH
 TU1064'FROM THE SAND.  IT IS 45 FEET NORTHWEST OF EXTREME TIP OF THE
 TU1064'POINT, 10 FEET NORTHWEST FROM INSHORE EDGE OF THE BEDROCK, 5 FEET
 TU1064'SOUTHEAST OF A ROCK OUTCROP AT EDGE OF SLIGHTLY HIGHER SAND RISE,
 TU1064'AND ABOUT 85 YARDS SOUTHEAST OF A BROWN HOUSE.
 TU1064'
 TU1064'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAPE RM 1
 TU1064'1952 1964, CEMENTED IN A DRILL HOLE IN BEDROCK, 6 FEET WEST FROM
 TU1064'WATER EDGE AND ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU1064'
 TU1064'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CAPE 1952
 TU1064'NO 3 1966, CEMENTED IN A DRILL HOLE IN A CORAL BEDROCK KNOB AT
 TU1064'EDGE OF SAND LINE, 7 FEET NORTH OF WATER LINE, PROJECTING ABOUT
 TU1064'8 INCHES ABOVE SAND AND AT ABOUT SAME ELEVATION AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2538 ***********************************************************************
 TU2538  DESIGNATION -  CAPTAIN COOKS MONUMENT
 TU2538  PID         -  TU2538
 TU2538  STATE/COUNTY-  HI/HAWAII
 TU2538  USGS QUAD   -  HONAUNAU (1996)
 TU2538
 TU2538                         *CURRENT SURVEY CONTROL
 TU2538  ___________________________________________________________________
 TU2538* NAD 83(1993)-  19 28 52.60661(N)    155 56 00.25774(W)     ADJUSTED  
 TU2538* LOCAL TIDAL -                                                        
 TU2538  ___________________________________________________________________
 TU2538  EPOCH DATE  -        1993.62
 TU2538  LAPLACE CORR-          25.41  (seconds)                    DEFLEC99
 TU2538  GEOID HEIGHT-          19.82  (meters)                     GEOID03
 TU2538
 TU2538  HORZ ORDER  -  THIRD
 TU2538
 TU2538.The horizontal coordinates were established by classical geodetic methods
 TU2538.and adjusted by the National Geodetic Survey in December 1998..
 TU2538.The horizontal coordinates are valid at the epoch date displayed above.
 TU2538.The epoch date for horizontal control is a decimal equivalence
 TU2538.of Year/Month/Day.
 TU2538
 TU2538
 TU2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2538
 TU2538.The geoid height was determined by GEOID03.
 TU2538
 TU2538;                    North         East     Units Scale Factor Converg.
 TU2538;SPC HI 1     -    71,778.745   454,499.902   MT  0.99999225   -0 08 40.4
 TU2538;UTM  05      - 2,156,711.989   192,052.592   MT  1.00077237   -0 58 44.6
 TU2538;UTM  04      - 2,156,956.552   821,939.874   MT  1.00088135   +1 01 24.9
 TU2538
 TU2538                          SUPERSEDED SURVEY CONTROL
 TU2538
 TU2538  NAD 83(1986)-  19 28 52.60487(N)    155 56 00.29286(W) AD(       ) 4
 TU2538  OLD HI      -  19 29 04.19900(N)    155 56 09.72700(W) AD(       ) 3
 TU2538
 TU2538.Superseded values are not recommended for survey control.
 TU2538.NGS no longer adjusts projects to the OLD HI datum.
 TU2538.See file dsdata.txt to determine how the superseded data were derived.
 TU2538
 TU2538_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9205356712(NAD 83)
 TU2538
 TU2538  HISTORY     - Date     Condition        Report By
 TU2538  HISTORY     - 1928     MONUMENTED       CGS
 TU2538  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2538  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2538
 TU2538                          STATION DESCRIPTION
 TU2538
 TU2538'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2538'ON WEST COAST OF HAWAII, A WELL-KNOWN AND CONSPICUOUS MONUMENT
 TU2538'STANDING AT THE NORTH END OF KEALAKEKUA BAY.  IT IS AN OBELISK OF
 TU2538'CONCRETE, BUILT IN 1874, AND STANDS IN A TINY GRASS PLOT ON THE
 TU2538'SHORE, INSIDE A SQUARE INCLOSURE FORMED BY A CANNON UPRIGHT IN
 TU2538'CEMENT, WITH HEAVY CHAIN PENDENT FROM GUN TO GUN.
 TU2538
 TU2538                          STATION RECOVERY (1968)
 TU2538
 TU2538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2538'STATION WAS RECOVERED.  LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF
 TU2538'KEALAKEKUA AND 1 MILE NORTHWEST OF NAPOOPOO DOCK, IN THE NORTH
 TU2538'END OF KEALAKEKUA BAY, AT EAST SIDE OF COOK POINT, ABOUT 1300
 TU2538'FEET NORTHEAST FROM NAPOOPOO LIGHT.
 TU2538'
 TU2538'STATION IS A SQUARE, WHITE, TAPERING, CONCRETE MONUMENT, ABOUT
 TU2538'30 FEET TALL, WITH A PYRAMID TOP, SET ON A LARGE CONCRETE
 TU2538'BASE.  IT IS SURROUNDED BY A RED-PAINTED FENCE MADE OF HEAVY
 TU2538'CHAIN SUPPORTED BY LARGE CANNON BARRELLS SET IN CONCRETE.
 TU2538'
 TU2538'THE MONUMENT IS 75 FEET NORTHWEST FROM A SMALL-BOAT DOCK.
 TU2538
 TU2538                          STATION RECOVERY (1972)
 TU2538
 TU2538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2538'RECOVERED AS DESCRIBED BY E.R. HAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2912 ***********************************************************************
 TU2912  DESIGNATION -  CAR
 TU2912  PID         -  TU2912
 TU2912  STATE/COUNTY-  HI/MAUI
 TU2912  USGS QUAD   -  MAKENA (1995)
 TU2912
 TU2912                         *CURRENT SURVEY CONTROL
 TU2912  ___________________________________________________________________
 TU2912* NAD 83(1993)-  20 39 50.61697(N)    156 26 31.37818(W)     ADJUSTED  
 TU2912* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2912  ___________________________________________________________________
 TU2912  EPOCH DATE  -        1993.62
 TU2912  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 TU2912  GEOID HEIGHT-          16.63  (meters)                     GEOID03
 TU2912
 TU2912  HORZ ORDER  -  THIRD
 TU2912
 TU2912.The horizontal coordinates were established by classical geodetic methods
 TU2912.and adjusted by the National Geodetic Survey in December 1998..
 TU2912.The horizontal coordinates are valid at the epoch date displayed above.
 TU2912.The epoch date for horizontal control is a decimal equivalence
 TU2912.of Year/Month/Day.
 TU2912
 TU2912.The orthometric height was scaled from a topographic map.
 TU2912
 TU2912.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2912
 TU2912.The geoid height was determined by GEOID03.
 TU2912
 TU2912;                    North         East     Units Scale Factor Converg.
 TU2912;SPC HI 2     -    36,629.940   523,404.657   MT  0.99997343   +0 04 45.4
 TU2912;UTM  04      - 2,287,069.281   766,501.981   MT  1.00047784   +0 54 11.5
 TU2912
 TU2912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2912!SPC HI 2     -   0.99999723  x   0.99997343  =   0.99997066
 TU2912!UTM  04      -   0.99999723  x   1.00047784  =   1.00047507
 TU2912
 TU2912:                Primary Azimuth Mark                     Grid Az
 TU2912:SPC HI 2     -  NAHUNA 2                                 189 21 36.9
 TU2912:UTM  04      -  NAHUNA 2                                 188 32 10.8
 TU2912
 TU2912|---------------------------------------------------------------------|
 TU2912| PID    Reference Object                     Distance      Geod. Az  |
 TU2912|                                                           dddmmss.s |
 TU2912| TU2916 NAHUNA 2                            APPROX. 0.9 KM 1892622.3 |
 TU2912| TU2918 BEG                                 393.758 METERS 33344     |
 TU2912|---------------------------------------------------------------------|
 TU2912
 TU2912                          SUPERSEDED SURVEY CONTROL
 TU2912
 TU2912  NAD 83(1986)-  20 39 50.58953(N)    156 26 31.36863(W) AD(       ) 3
 TU2912  OLD HI      -  20 40 02.07600(N)    156 26 41.51400(W) AD(       ) 3
 TU2912
 TU2912.Superseded values are not recommended for survey control.
 TU2912.NGS no longer adjusts projects to the OLD HI datum.
 TU2912.See file dsdata.txt to determine how the superseded data were derived.
 TU2912
 TU2912_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6650287069(NAD 83)
 TU2912
 TU2912  HISTORY     - Date     Condition        Report By
 TU2912  HISTORY     - UNK      MONUMENTED
 TU2912  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2912
 TU2912                          STATION DESCRIPTION
 TU2912
 TU2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2912'STATION IS BELIEVED TO HAVE BEEN ONLY TEMPORARILY MARKED AND
 TU2912'NOW LOST.  EXACT POINT OF STATION WAS DETERMINED BY INVERSE
 TU2912'FROM A TRIAL POINT ESTABLISHED IN THE VICINITY BY TRIANGULATION,
 TU2912'BUT NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2493 ***********************************************************************
 TU2493  DESIGNATION -  CAROL
 TU2493  PID         -  TU2493
 TU2493  STATE/COUNTY-  HI/HAWAII
 TU2493  USGS QUAD   -  KAUNENE (1982)
 TU2493
 TU2493                         *CURRENT SURVEY CONTROL
 TU2493  ___________________________________________________________________
 TU2493* NAD 83(1993)-  19 23 34.42540(N)    155 52 09.14752(W)     ADJUSTED  
 TU2493* LOCAL TIDAL -       427.3    (meters)    1402.     (feet)  VERT ANG  
 TU2493  ___________________________________________________________________
 TU2493  EPOCH DATE  -        1993.62
 TU2493  LAPLACE CORR-          25.23  (seconds)                    DEFLEC99
 TU2493  GEOID HEIGHT-          21.09  (meters)                     GEOID03
 TU2493
 TU2493  HORZ ORDER  -  SECOND
 TU2493
 TU2493.The horizontal coordinates were established by classical geodetic methods
 TU2493.and adjusted by the National Geodetic Survey in December 1998..
 TU2493.The horizontal coordinates are valid at the epoch date displayed above.
 TU2493.The epoch date for horizontal control is a decimal equivalence
 TU2493.of Year/Month/Day.
 TU2493
 TU2493.The orthometric height was determined by vertical angle observations.
 TU2493
 TU2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2493
 TU2493.The geoid height was determined by GEOID03.
 TU2493
 TU2493;                    North         East     Units Scale Factor Converg.
 TU2493;SPC HI 1     -    61,979.331   461,218.617   MT  0.99998525   -0 07 21.3
 TU2493;UTM  05      - 2,146,808.461   198,633.178   MT  1.00072280   -0 57 12.3
 TU2493
 TU2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2493!SPC HI 1     -   0.99992952  x   0.99998525  =   0.99991477
 TU2493!UTM  05      -   0.99992952  x   1.00072280  =   1.00065227
 TU2493
 TU2493|---------------------------------------------------------------------|
 TU2493| PID    Reference Object                     Distance      Geod. Az  |
 TU2493|                                                           dddmmss.s |
 TU2493| CN5102 CAROL RM 1                           22.550 METERS 23039     |
 TU2493| TU2544 LAE MAMO                            APPROX. 4.1 KM 2702109.8 |
 TU2493| CN5103 CAROL RM 2                            7.220 METERS 34024     |
 TU2493|---------------------------------------------------------------------|
 TU2493
 TU2493                          SUPERSEDED SURVEY CONTROL
 TU2493
 TU2493  NAD 83(1986)-  19 23 34.42170(N)    155 52 09.17943(W) AD(       ) 2
 TU2493  OLD HI      -  19 23 45.27561(N)    155 52 19.21509(W) AD(       ) 2
 TU2493
 TU2493.Superseded values are not recommended for survey control.
 TU2493.NGS no longer adjusts projects to the OLD HI datum.
 TU2493.See file dsdata.txt to determine how the superseded data were derived.
 TU2493
 TU2493_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9863346808(NAD 83)
 TU2493_MARKER: Z = SEE DESCRIPTION
 TU2493_SETTING: 0 = UNSPECIFIED SETTING
 TU2493
 TU2493  HISTORY     - Date     Condition        Report By
 TU2493  HISTORY     - 1972     MONUMENTED       NGS
 TU2493
 TU2493                          STATION DESCRIPTION
 TU2493
 TU2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2493'STATION IS LOCATED IN A CRUSHED LAVA ROCK PIT, ABOUT 2-1/2 MILES
 TU2493'SOUTH-SOUTHEAST OF HONAUNAU, ABOUT 2 MILES NORTHEAST OF HOOKENA,
 TU2493'ABOUT 1/2 MILE EAST OF STATE HIGHWAY 11 ON THE WEST COAST
 TU2493'OF THE ISLAND OF HAWAII.
 TU2493'
 TU2493'TO REACH STATION FROM POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2493'HIGHWAY 11 FOR 3.2 MILES TO THE STORE IN KEALIA VILLAGE.  CONTINUE
 TU2493'ON HIGHWAY FOR .25 MILE AND TURN LEFT ONTO A GRAVEL ROAD.  GO
 TU2493'EASTERLY UPGRADE FOR .3 MILE TO CHAIN GATE, THEN ANOTHER .2 MILE
 TU2493'TO A LEVELED CRUSHED LAVA ROCK PIT.  A RUSTY CORRUGATED METAL
 TU2493'WATER TANK ABOUT 15 FEET HIGH AND 15 FEET IN DIAMETER IS LOCATED
 TU2493'ON LEFT SIDE OF THE GRAVEL ROAD .44 MILE UPHILL FROM THE ROCK
 TU2493'PIT AND STATION.  THE ROCK PIT IS BORDERED ON THE SOUTHWEST
 TU2493'SIDE BY AN UNLEVELED LAVA MOUND.  STATION IS LOCATED ABOUT 60
 TU2493'FEET NORTH OF THE GRAVEL ROAD AND ABOUT 40 FEET WEST OF A
 TU2493'STAND OF GUAVA TREES.  IT IS CEMENTED INTO A DRILL HOLE IN A
 TU2493'ROCK IMBEDDED IN THE CRUSHED LAVA AND SOIL.  STATION IS
 TU2493'A STANDARD BRONZE DISK STAMPED CAROL 1972.
 TU2493'
 TU2493'REFERENCE MARK NUMBER 1 IS LOCATED ABOUT 4 FEET HIGHER THAN
 TU2493'STATION ON THE UNLEVELED LAVA ROCK AND SOIL MOUND ABOUT 70 FEET
 TU2493'SOUTHWEST OF STATION.  IT IS CEMENTED IN A DRILL HOLE IN A 2-1/2
 TU2493'FOOT BY 4 FOOT ROCK, 2 FEET HIGHER THAN SURROUNDING GROUND,
 TU2493'10 FEET NORTHEAST OF THE TRACK ROAD.  IT IS A STANDARD BRONZE
 TU2493'DISK STAMPED CAROL NO. 1 1972.
 TU2493'
 TU2493'REFERENCE MARK NUMBER 2 IS LOCATED ABOUT 40 FEET SOUTH OF THE
 TU2493'NORTH BORDER OF THE ROCK PIT, ABOUT 2 FEET LOWER THAN THE
 TU2493'STATION IN A ROCK IMBEDDED IN CRUSHED LAVA AND SOIL.  IT IS A
 TU2493'STANDARD BRONZE DISK STAMPED CAROL NO. 2 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1187 ***********************************************************************
 TU1187  DESIGNATION -  CARTER FLAGSTAFF
 TU1187  PID         -  TU1187
 TU1187  STATE/COUNTY-  HI/HONOLULU
 TU1187  USGS QUAD   -  HONOLULU (1983)
 TU1187
 TU1187                         *CURRENT SURVEY CONTROL
 TU1187  ___________________________________________________________________
 TU1187* NAD 83(1993)-  21 15 20.08200(N)    157 47 35.54550(W)     ADJUSTED  
 TU1187* LOCAL TIDAL -                                                        
 TU1187  ___________________________________________________________________
 TU1187  EPOCH DATE  -        1993.62
 TU1187  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 TU1187  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1187
 TU1187  HORZ ORDER  -  THIRD
 TU1187
 TU1187.The horizontal coordinates were established by classical geodetic methods
 TU1187.and adjusted by the National Geodetic Survey in December 1998..
 TU1187.The horizontal coordinates are valid at the epoch date displayed above.
 TU1187.The epoch date for horizontal control is a decimal equivalence
 TU1187.of Year/Month/Day.
 TU1187
 TU1187
 TU1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1187
 TU1187.The geoid height was determined by GEOID03.
 TU1187
 TU1187;                    North         East     Units Scale Factor Converg.
 TU1187;SPC HI 3     -     9,858.224   521,463.349   MT  0.99999569   +0 04 29.9
 TU1187;UTM  04      - 2,350,911.715   625,212.681   MT  0.99979374   +0 26 15.2
 TU1187
 TU1187                          SUPERSEDED SURVEY CONTROL
 TU1187
 TU1187  NAD 83(1986)-  21 15 20.03127(N)    157 47 35.55470(W) AD(       ) 4
 TU1187  OLD HI      -  21 15 31.42000(N)    157 47 45.40000(W) AD(       ) 3
 TU1187
 TU1187.Superseded values are not recommended for survey control.
 TU1187.NGS no longer adjusts projects to the OLD HI datum.
 TU1187.See file dsdata.txt to determine how the superseded data were derived.
 TU1187
 TU1187_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2521350912(NAD 83)
 TU1187
 TU1187  HISTORY     - Date     Condition        Report By
 TU1187  HISTORY     - 1925     MONUMENTED       CGS
 TU1187  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1187
 TU1187                          STATION DESCRIPTION
 TU1187
 TU1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1187'ON SOUTHEASTERN COAST OF OAHU, JUST A LITTLE WEST OF THE
 TU1187'SOUTHERNMOST POINT OF BLACK POINT IN LAWN IN FRONT OF A LARGE
 TU1187'ORNATE RESIDENCE (CARTERS), A TALL WHITE FLAGSTAFF.  BASE OF
 TU1187'FLAGSTAFF NOT FAR ABOVE SEA LEVEL.
 TU1187
 TU1187                          STATION RECOVERY (1964)
 TU1187
 TU1187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1187'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2738 ***********************************************************************
 TU2738  DESIGNATION -  CAST
 TU2738  PID         -  TU2738
 TU2738  STATE/COUNTY-  HI/HAWAII
 TU2738  USGS QUAD   -  MAHUKONA (1995)
 TU2738
 TU2738                         *CURRENT SURVEY CONTROL
 TU2738  ___________________________________________________________________
 TU2738* NAD 83(1993)-  20 11 30.47831(N)    155 53 41.52480(W)     ADJUSTED  
 TU2738* LOCAL TIDAL -        78.8    (meters)     259.     (feet)  VERT ANG  
 TU2738  ___________________________________________________________________
 TU2738  EPOCH DATE  -        1993.62
 TU2738  LAPLACE CORR-           9.69  (seconds)                    DEFLEC99
 TU2738  GEOID HEIGHT-          18.22  (meters)                     GEOID03
 TU2738
 TU2738  HORZ ORDER  -  SECOND
 TU2738
 TU2738.The horizontal coordinates were established by classical geodetic methods
 TU2738.and adjusted by the National Geodetic Survey in December 1998..
 TU2738.The horizontal coordinates are valid at the epoch date displayed above.
 TU2738.The epoch date for horizontal control is a decimal equivalence
 TU2738.of Year/Month/Day.
 TU2738
 TU2738.The orthometric height was determined by vertical angle observations.
 TU2738
 TU2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2738
 TU2738.The geoid height was determined by GEOID03.
 TU2738
 TU2738;                    North         East     Units Scale Factor Converg.
 TU2738;SPC HI 1     -   150,423.983   458,729.619   MT  0.99998771   -0 08 10.7
 TU2738;UTM  05      - 2,235,345.779   197,451.411   MT  1.00073149   -0 59 59.9
 TU2738
 TU2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2738!SPC HI 1     -   0.99998475  x   0.99998771  =   0.99997246
 TU2738!UTM  05      -   0.99998475  x   1.00073149  =   1.00071623
 TU2738
 TU2738|---------------------------------------------------------------------|
 TU2738| PID    Reference Object                     Distance      Geod. Az  |
 TU2738|                                                           dddmmss.s |
 TU2738| CN5104 CAST RM 1                            18.751 METERS 03546     |
 TU2738| CN5105 CAST RM 2                             2.478 METERS 13505     |
 TU2738| TU2737 RIDGE                               APPROX. 2.2 KM 1731603.7 |
 TU2738| TU2746 MAHUKONA LIGHT                      APPROX. 1.4 KM 2083539.2 |
 TU2738| TU2745 MAHUKONA HARBOR LIGHT MAST          APPROX. 1.4 KM 2092619.0 |
 TU2738| TU2747 MAHUKONA HARBOR S DAY BEACON        APPROX. 1.4 KM 2100413.1 |
 TU2738| TU2742 MAHUKONA HARBOR WHARF DERRICK       APPROX. 1.1 KM 2132255.0 |
 TU2738| TU2741 MAHUKONA HARBOR CHURCH SPIRE        APPROX. 0.9 KM 2180117.7 |
 TU2738| TU2749 MAHUKONA HARBOR N DAY BEACON        APPROX. 1.0 KM 2374457.0 |
 TU2738|---------------------------------------------------------------------|
 TU2738
 TU2738                          SUPERSEDED SURVEY CONTROL
 TU2738
 TU2738  NAD 83(1986)-  20 11 30.45191(N)    155 53 41.51759(W) AD(       ) 2
 TU2738  OLD HI      -  20 11 41.49800(N)    155 53 51.56300(W) AD(       ) 2
 TU2738
 TU2738.Superseded values are not recommended for survey control.
 TU2738.NGS no longer adjusts projects to the OLD HI datum.
 TU2738.See file dsdata.txt to determine how the superseded data were derived.
 TU2738
 TU2738_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9745135346(NAD 83)
 TU2738
 TU2738  HISTORY     - Date     Condition        Report By
 TU2738  HISTORY     - 1910     MONUMENTED       CGS
 TU2738  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2738  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2738  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2738  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU2738
 TU2738                          STATION DESCRIPTION
 TU2738
 TU2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2738'LOCATION OF STATION--ON A PROMINENT HILLOCK ABOUT 3/4 MILE NORTH
 TU2738'OF MAHUKONA LANDING AND ABOUT 400-FEET ABOVE THE GOVERNMENT MAIN
 TU2738'ROAD THAT LEADS DOWN INTO MAHUKONA.
 TU2738'
 TU2738'MARK FOUND--1-1/2 IN PIPE SET IN A LARGE MOUND OF CEMENT AND MARKED
 TU2738'CAST-1931.  THIS MARK WAS SET IN BY THE OFFICE OF JAMES B. MANN,
 TU2738'PRIVATE SURVEYOR.
 TU2738'
 TU2738'NEW MARK--H.T.S.  TYPE D-1 MONUMENT (TRIANGULAR CONCRETE MONUMENT
 TU2738'7-1/2 FEET ON EACH SIDE WITH 1-7/8 IN STEEL BAR 2-FEET LONG SET ON
 TU2738'STEEL LEGS OVER THE STATION MARK WHICH IS LEFT EXPOSED TO
 TU2738'VIEW.  A STANDARD METAL SIGNAL IS SET OVER THE STEEL ROD).
 TU2738
 TU2738                          STATION RECOVERY (1948)
 TU2738
 TU2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2738'ON THE HIGHEST HILL IN THE GENERAL VICINITY, 1/2 MILE
 TU2738'NORTHEASTWARD OF MAHUKONA AND ABOUT 130 YARDS EASTWARD OF THE
 TU2738'MAIN HIGHWAY.  GENERAL AREA IS OVERGROWN WITH KIAWE TREES BUT
 TU2738'METAL POLE AND TARGET CAN BE SEEN FROM THE ROAD THROUGH GAPS
 TU2738'IN THE TREES.
 TU2738'
 TU2738'THE STATION RECOVERED IN 1938 BY THE HAWAII TERRITORY SURVEY
 TU2738'WAS A 1-1/2 INCH PIPE SET IN CEMENT.  A CONCRETE PLATFORM WAS THEN
 TU2738'BUILT AROUND THE STATION AND A METAL TARGET INSTALLED
 TU2738'VERTICALLY OVER THE OLD MARK.  THE 1-1/2 INCH PIPE WAS IN POSITION
 TU2738'IN 1948.
 TU2738'
 TU2738'ONE REFERENCE MARK WAS STAMPED R. M. NO. 1 1948 AND SET IN
 TU2738'OUTCROPPING LEDGE, DISTANT 18.75 METERS.
 TU2738
 TU2738                          STATION RECOVERY (1967)
 TU2738
 TU2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2738'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2738'GOOD CONDITION.  A NEW REFERENCE MARK, NUMBER TWO, WAS
 TU2738'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2738'
 TU2738'STATION IS LOCATED ABOUT 1/2-MILE NORTHEAST OF MAHUKONA AND 5 MILES
 TU2738'SOUTHWEST OF HAWI, AT ABOUT 259 FEET ELEVATION, ON THE SOUTH
 TU2738'1 OF 2 SIMILAR, ROUND-TOPPED, ROCKY KNOLLS, HIDDEN BY KIAWE TREES,
 TU2738'ABOUT 125 YARDS EAST-SOUTHEAST OF STATE HIGHWAY 27 (THE MAHUKONA -
 TU2738'HAWI ROAD), AND 80 YARDS SOUTH OF A WIDE, BULLDOZED STRIP RUNNING
 TU2738'EASTWARD FROM THE HIGHWAY.  THERE ARE 3 SMALL, CIRCULAR, STONE
 TU2738'ENCLOSURES ABOUT 15 YARDS WEST, DOWNSLOPE FROM STATION, HIDDEN
 TU2738'BY KIAWE TREES.
 TU2738'
 TU2738'TO REACH STATION FROM POST OFFICE IN KAWAIHAE, GO NORTHWEST ON
 TU2738'THE NEW HIGHWAY ALONG THE COAST FOR 12.0 MILES TO SIDE ROAD
 TU2738'LEFT TO MAHUKONA.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.35 MILE
 TU2738'TO SIDE ROAD RIGHT, AT TELEPHONE POLE 75.  GO RIGHT, ON WIDE
 TU2738'BULLDOZED STRIP, FOR 0.05 MILE TO END OF TRUCK TRAVEL.  WALK
 TU2738'SOUTHERLY ABOUT 80 YARDS TO TOP OF RISE AND STATION.
 TU2738'
 TU2738'STATION MARK IS THE CENTER OF A 1-1/2-INCH IRON PIPE SET IN
 TU2738'CONCRETE IN THE CENTER OF A 9-INCH-DIAMETER HOLE IN THE CENTER
 TU2738'OF A TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH
 TU2738'SIDE.  NOTE--THERE WAS FORMERLY A 2-INCH DIAMETER, IRON SHAFT
 TU2738'ABOUT 2 FEET LONG, MOUNTED VERTICALLY OVER THE STATION, SUPPORTED
 TU2738'BY 3 IRON LEGS, UPON WHICH A RED ANND WHITE METAL TARGET WAS
 TU2738'MOUNTED, BUT THE 3 IRON LEGS HAVE RUSTED OFF AND THE SHAFT IS
 TU2738'LAYING NEARBY.  AT TIME OF RECOVERY A BLACK AND WHITE,
 TU2738'WOODEN TARGET WAS GUYED OVER THE MARK.
 TU2738'
 TU2738'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAST 1 1948,
 TU2738'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-FOOT-DIAMETER BOULDER
 TU2738'THAT PROJECTS 1 FOOT.  IT IS ON THE NORTH ONE OF THE 2 SIMILAR
 TU2738'KNOLLS, AND AT ABOUT SAME ELEVATION AS STATION MARK.
 TU2738'
 TU2738'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAST 1910
 TU2738'NO 2 1967, CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 3 FEET
 TU2738'IN DIAMETER AND PROJECTING 3 FEET ABOVE GROUND.  IT IS SET
 TU2738'IN A NICHE ABOUT 6 INCHES LOWER THAN TOP OF BOULDER AND IS ABOUT
 TU2738'4 INCHES LOWER THAN STATION MARK.
 TU2738
 TU2738                          STATION RECOVERY (1970)
 TU2738
 TU2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EAT)
 TU2738'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 TU2738'DESCRIBED BY D.M.W. IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1063 ***********************************************************************
 TU1063  DESIGNATION -  CASTLE
 TU1063  PID         -  TU1063
 TU1063  STATE/COUNTY-  HI/HONOLULU
 TU1063  USGS QUAD   -  MOKAPU (1983)
 TU1063
 TU1063                         *CURRENT SURVEY CONTROL
 TU1063  ___________________________________________________________________
 TU1063* NAD 83(1993)-  21 27 19.63808(N)    157 44 19.56685(W)     ADJUSTED  
 TU1063* LOCAL TIDAL -        12.     (meters)      39.     (feet)  SCALED    
 TU1063  ___________________________________________________________________
 TU1063  EPOCH DATE  -        1993.62
 TU1063  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 TU1063  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU1063
 TU1063  HORZ ORDER  -  THIRD
 TU1063
 TU1063.The horizontal coordinates were established by classical geodetic methods
 TU1063.and adjusted by the National Geodetic Survey in December 1998..
 TU1063.The horizontal coordinates are valid at the epoch date displayed above.
 TU1063.The epoch date for horizontal control is a decimal equivalence
 TU1063.of Year/Month/Day.
 TU1063
 TU1063.The orthometric height was scaled from a topographic map.
 TU1063
 TU1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1063
 TU1063.The geoid height was determined by GEOID03.
 TU1063
 TU1063;                    North         East     Units Scale Factor Converg.
 TU1063;SPC HI 3     -    31,997.222   527,076.887   MT  0.99999906   +0 05 44.0
 TU1063;UTM  04      - 2,373,081.626   630,684.307   MT  0.99981104   +0 27 41.0
 TU1063
 TU1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1063!SPC HI 3     -   0.99999571  x   0.99999906  =   0.99999477
 TU1063!UTM  04      -   0.99999571  x   0.99981104  =   0.99980675
 TU1063
 TU1063:                Primary Azimuth Mark                     Grid Az
 TU1063:SPC HI 3     -  KAILUA TANK                              204 36 24.3
 TU1063:UTM  04      -  KAILUA TANK                              204 14 27.3
 TU1063
 TU1063|---------------------------------------------------------------------|
 TU1063| PID    Reference Object                     Distance      Geod. Az  |
 TU1063|                                                           dddmmss.s |
 TU1063| TU1076 KAILUA TANK                         APPROX. 3.8 KM 2044208.3 |
 TU1063| TU1129 PAPAA 2                             APPROX. 4.1 KM 2071355.7 |
 TU1063| TU1065 MOKAPU WINDMILL 2                   APPROX. 0.7 KM 2221640.5 |
 TU1063| CJ9411 CASTLE RM 1                          36.143 METERS 34208     |
 TU1063| CJ9410 CASTLE RM                            36.350 METERS 34209     |
 TU1063|---------------------------------------------------------------------|
 TU1063
 TU1063                          SUPERSEDED SURVEY CONTROL
 TU1063
 TU1063  NAD 83(1986)-  21 27 19.58839(N)    157 44 19.57534(W) AD(       ) 3
 TU1063  OLD HI      -  21 27 31.00300(N)    157 44 29.46800(W) AD(       ) 3
 TU1063
 TU1063.Superseded values are not recommended for survey control.
 TU1063.NGS no longer adjusts projects to the OLD HI datum.
 TU1063.See file dsdata.txt to determine how the superseded data were derived.
 TU1063
 TU1063_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3068473082(NAD 83)
 TU1063_MARKER: Z = SEE DESCRIPTION
 TU1063_SETTING: 0 = UNSPECIFIED SETTING
 TU1063
 TU1063  HISTORY     - Date     Condition        Report By
 TU1063  HISTORY     - 1932     MONUMENTED       CGS
 TU1063  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1063  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1063
 TU1063                          STATION DESCRIPTION
 TU1063
 TU1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1063'STATION IS LOCATED ABOUT 700 METERS ALMOST DUE W OF MOKAPU.  IT
 TU1063'IS ON A SMALL KNOLL AT THE FOOT OF THE RISE TO MOKAPU.
 TU1063'
 TU1063'STATION MARK IS A STANDARD DISK SET IN CONCRETE.
 TU1063'
 TU1063'REFERENCE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 TU1063'BOULDER.
 TU1063
 TU1063                          STATION RECOVERY (1963)
 TU1063
 TU1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1063'STATION MARK AND REFERENCE MARK WERE BOTH RECOVERED AND FOUND
 TU1063'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1063'
 TU1063'STATION IS LOCATED ON THE KANEOHE MARINE CORPS AIR STATION, AT
 TU1063'THE WEST SIDE OF THE BASE OF ULUPAU HEAD, AT THE NORTH END OF
 TU1063'A GROUP OF NEW, CEMENT-BLOCK HOUSES (BUILT IN LATE 1963), ON THE
 TU1063'EDGE OF A GRASSY BANK ABOUT 40 FEET ABOVE SEA LEVEL.  THE
 TU1063'BANK DROPS DOWN STEEPLY TO THE CORAL BEDROCK SHORELINE JUST NORTH
 TU1063'OF THE STATION.
 TU1063'
 TU1063'TO REACH STATION FROM THE BASE ADMINISTRATION BUILDING
 TU1063'(BLDG. NO 215), GO NORTHEAST ON E STREET FOR 0.2 MILE.  TURN
 TU1063'RIGHT AND GO EAST ON MOKAPU ROAD FOR 0.4 MILE.  TAKE LEFT FORK
 TU1063'AND GO 0.9 MILE ON LAWRENCE ROAD.  GO LEFT ON BANCROFT DRIVE FOR
 TU1063'0.25 MILE.  GO LEFT ON POND ROAD FOR 0.1 MILE.  TAKE LEFT FORK
 TU1063'AND GO NORTH 0.1 MILE TO NORTH END OF LOOP ROAD AT WEST END
 TU1063'OF THE NORTH ROW OF HOUSES, NEAR THE EDGE OF BANK, AND STATION.
 TU1063'
 TU1063'STATION MARK IS A STANDARD DISK STAMPED CASTLE 1932, SET IN THE
 TU1063'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 TU1063'ABOVE GROUND.  IT IS 1-1/2 FEET NORTH OF AN OLD MESH FENCE,
 TU1063'4.5 FEET EAST OF A JOG IN THE FENCELINE, 27.5 FEET
 TU1063'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE WESTERNMOST HOUSE
 TU1063'IN THE ROW, AND BETWEEN THE FENCE AND A LOW, NAUPAKA-COVERED
 TU1063'POINT.
 TU1063'
 TU1063'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED,
 TU1063'CEMENTED IN A DRILL HOLE IN THE CORAL BEDROCK SHORE AT BASE OF
 TU1063'THE STEEP, GRASSY BANK.  IT IS 50 FEET NORTH-NORTHEAST OF AN OLD,
 TU1063'CEMENT-BLOCK BIN SETTING IN THE BASE OF THE BANK AND IS 32.9
 TU1063'FEET LOWER THAN STATION MARK.
 TU1063
 TU1063                          STATION RECOVERY (1976)
 TU1063
 TU1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1063'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NOW 1/2
 TU1063'FOOT NORTH OF A WOVEN WIRE FENCE LINE AND ABOUT 22 FEET NORTH
 TU1063'OF THE NORTHWEST CORNER OF HOUSE 2276.
 TU1063'
 TU1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1063'AT KANEOHE MARINE CORPS AIR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2721 ***********************************************************************
 TU2721  DESIGNATION -  CATHOLIC CH E CROSS ON BELFRY
 TU2721  PID         -  TU2721
 TU2721  STATE/COUNTY-  HI/HAWAII
 TU2721  USGS QUAD   -  HAWI (1995)
 TU2721
 TU2721                         *CURRENT SURVEY CONTROL
 TU2721  ___________________________________________________________________
 TU2721* NAD 83(1993)-  20 14 16.89466(N)    155 50 03.41183(W)     ADJUSTED  
 TU2721* LOCAL TIDAL -                                                        
 TU2721  ___________________________________________________________________
 TU2721  EPOCH DATE  -        1993.62
 TU2721  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 TU2721  GEOID HEIGHT-          18.13  (meters)                     GEOID03
 TU2721
 TU2721  HORZ ORDER  -  THIRD
 TU2721
 TU2721.The horizontal coordinates were established by classical geodetic methods
 TU2721.and adjusted by the National Geodetic Survey in December 1998..
 TU2721.The horizontal coordinates are valid at the epoch date displayed above.
 TU2721.The epoch date for horizontal control is a decimal equivalence
 TU2721.of Year/Month/Day.
 TU2721
 TU2721
 TU2721.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2721
 TU2721.The geoid height was determined by GEOID03.
 TU2721
 TU2721;                    North         East     Units Scale Factor Converg.
 TU2721;SPC HI 1     -   155,527.597   465,072.355   MT  0.99998174   -0 06 56.3
 TU2721;UTM  05      - 2,240,356.724   203,875.076   MT  1.00068394   -0 58 52.2
 TU2721
 TU2721                          SUPERSEDED SURVEY CONTROL
 TU2721
 TU2721  NAD 83(1986)-  20 14 16.86777(N)    155 50 03.41201(W) AD(       ) 4
 TU2721  OLD HI      -  20 14 27.93400(N)    155 50 13.45100(W) AD(       ) 3
 TU2721
 TU2721.Superseded values are not recommended for survey control.
 TU2721.NGS no longer adjusts projects to the OLD HI datum.
 TU2721.See file dsdata.txt to determine how the superseded data were derived.
 TU2721
 TU2721_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0387540357(NAD 83)
 TU2721
 TU2721  HISTORY     - Date     Condition        Report By
 TU2721  HISTORY     - 1948     MONUMENTED       CGS
 TU2721  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2721  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2721
 TU2721                          STATION DESCRIPTION
 TU2721
 TU2721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2721'CHURCH IS LOCATED 1/4 MILE W OF HAWI VILLAGE, ABOUT 100 FEET
 TU2721'ABOVE HAWI-MAHUKONA ROAD.
 TU2721
 TU2721                          STATION RECOVERY (1958)
 TU2721
 TU2721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2721'RECOVERED AS DESCRIBED IN 1948.  0.25 WEST OF THE JUNCTION IN
 TU2721'HAWI VILLAGE.  100 FEET ABOVE AND ON THE SOUTH SIDE OF THE
 TU2721'HAWI-MAHUKONA ROAD.  CHURCH HAS FOUR SIMILAR CROSSES ON IT.  THE
 TU2721'TWO ON THE BELFRY, WHICH IS LOCATED ON THE N.W. CORNER OF
 TU2721'THE CHURCH, ARE THE HIGHEST AND TAKEN AS THE DESCRIBED EAST
 TU2721'AND WEST CROSSES.  ONE CROSS, ABOUT 30 FEET LOWER THAN THE
 TU2721'BELFRY CROSSES, IS ABOVE THE ENTRANCE, THE OTHER CROSS, ABOUT 20
 TU2721'FEET LOWER, IS LOCATED ON THE EAST END OF THE MAIN PART OF
 TU2721'THE CHURCH, WHICH IS NOW PAINTED A CREAM COLOR.
 TU2721
 TU2721                          STATION RECOVERY (1967)
 TU2721
 TU2721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2721'STATION WAS RECOVERED.  LOCATED 0.25 MILE WEST OF THE MAIN
 TU2721'INTERSECTION IN HAWI AND ON SOUTH SIDE OF STATE HIGHWAY
 TU2721'27.  STATION IS THE SMALL WOODEN CROSS ON THE EAST END OF THE
 TU2721'GABLE-ROOFED SPIRE OF THE SACRED HEART CATHOLIC CHURCH, A
 TU2721'CREAM-COLORED, WOODEN BUILDING.  SPIRE IS ON THE NORTHWEST
 TU2721'CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2722 ***********************************************************************
 TU2722  DESIGNATION -  CATHOLIC CH W CROSS ON BELFRY
 TU2722  PID         -  TU2722
 TU2722  STATE/COUNTY-  HI/HAWAII
 TU2722  USGS QUAD   -  HAWI (1995)
 TU2722
 TU2722                         *CURRENT SURVEY CONTROL
 TU2722  ___________________________________________________________________
 TU2722* NAD 83(1993)-  20 14 16.88977(N)    155 50 03.51438(W)     ADJUSTED  
 TU2722* LOCAL TIDAL -                                                        
 TU2722  ___________________________________________________________________
 TU2722  EPOCH DATE  -        1993.62
 TU2722  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 TU2722  GEOID HEIGHT-          18.13  (meters)                     GEOID03
 TU2722
 TU2722  HORZ ORDER  -  THIRD
 TU2722
 TU2722.The horizontal coordinates were established by classical geodetic methods
 TU2722.and adjusted by the National Geodetic Survey in December 1998..
 TU2722.The horizontal coordinates are valid at the epoch date displayed above.
 TU2722.The epoch date for horizontal control is a decimal equivalence
 TU2722.of Year/Month/Day.
 TU2722
 TU2722
 TU2722.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2722
 TU2722.The geoid height was determined by GEOID03.
 TU2722
 TU2722;                    North         East     Units Scale Factor Converg.
 TU2722;SPC HI 1     -   155,527.452   465,069.378   MT  0.99998174   -0 06 56.3
 TU2722;UTM  05      - 2,240,356.624   203,872.096   MT  1.00068396   -0 58 52.2
 TU2722
 TU2722                          SUPERSEDED SURVEY CONTROL
 TU2722
 TU2722  NAD 83(1986)-  20 14 16.85864(N)    155 50 03.51301(W) AD(       ) 4
 TU2722  OLD HI      -  20 14 27.92000(N)    155 50 13.55000(W) AD(       ) 3
 TU2722
 TU2722.Superseded values are not recommended for survey control.
 TU2722.NGS no longer adjusts projects to the OLD HI datum.
 TU2722.See file dsdata.txt to determine how the superseded data were derived.
 TU2722
 TU2722_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0387240357(NAD 83)
 TU2722
 TU2722  HISTORY     - Date     Condition        Report By
 TU2722  HISTORY     - 1948     MONUMENTED       CGS
 TU2722  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2722  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2722
 TU2722                          STATION DESCRIPTION
 TU2722
 TU2722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2722'CHURCH IS LOCATED 1/4 MILE W OF HAWI VILLAGE, ABOUT 100 FEET
 TU2722'ABOVE HAWI-MAHUKONA ROAD.
 TU2722
 TU2722                          STATION RECOVERY (1958)
 TU2722
 TU2722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2722'RECOVERED AS DESCRIBED IN 1948.  0.25 WEST OF THE JUNCTION IN
 TU2722'HAWI VILLAGE.  100 FEET ABOVE AND ON THE SOUTH SIDE OF THE
 TU2722'HAWI-MAHUKONA ROAD.  CHURCH HAS FOUR SIMILAR CROSSES ON IT.  THE
 TU2722'TWO ON THE BELFRY, WHICH IS LOCATED ON THE N.W. CORNER OF THE
 TU2722'CHURCH, ARE THE HIGHEST AND TAKEN AS THE DESCRIBED EAST AND WEST
 TU2722'CROSSES.  ONE CROSS, ABOUT 30 FEET LOWER THAN THE BELFRY
 TU2722'CROSSES, IS ABOVE THE ENTRANCE, THE OTHER CROSS, ABOUT 20 FEET
 TU2722'LOWER, IS LOCATED ON THE EAST END OF THE MAIN PART OF THE
 TU2722'CHURCH, WHICH IS NOW PAINTED A CREAM COLOR.
 TU2722
 TU2722                          STATION RECOVERY (1967)
 TU2722
 TU2722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2722'STATION WAS RECOVERED.  LOCATED 0.25 MILE WEST OF THE MAIN
 TU2722'INTERSECTION IN HAWI AND ON SOUTH SIDE OF STATE HIGHWAY
 TU2722'27.  STATION IS THE SMALL WOODEN CROSS ON THE WEST END OF THE
 TU2722'GABLE-ROOFED SPIRE OF THE SACRED HEART CATHOLIC CHURCH, A
 TU2722'CREAM-COLORED, WOODEN BUILDING.  SPIRE IS ON THE NORTHWEST
 TU2722'CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3046 ***********************************************************************
 TU3046  DESIGNATION -  CATHOLIC CHURCH
 TU3046  PID         -  TU3046
 TU3046  STATE/COUNTY-  HI/MAUI
 TU3046  USGS QUAD   -  WAILUKU (1997)
 TU3046
 TU3046                         *CURRENT SURVEY CONTROL
 TU3046  ___________________________________________________________________
 TU3046* NAD 83(1993)-  20 53 34.01322(N)    156 29 49.45591(W)     ADJUSTED  
 TU3046* LOCAL TIDAL -                                                        
 TU3046  ___________________________________________________________________
 TU3046  EPOCH DATE  -        1993.62
 TU3046  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 TU3046  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU3046
 TU3046  HORZ ORDER  -  THIRD
 TU3046
 TU3046.The horizontal coordinates were established by classical geodetic methods
 TU3046.and adjusted by the National Geodetic Survey in December 1998..
 TU3046.The horizontal coordinates are valid at the epoch date displayed above.
 TU3046.The epoch date for horizontal control is a decimal equivalence
 TU3046.of Year/Month/Day.
 TU3046
 TU3046
 TU3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3046
 TU3046.The geoid height was determined by GEOID03.
 TU3046
 TU3046;                    North         East     Units Scale Factor Converg.
 TU3046;SPC HI 2     -    61,944.893   517,644.913   MT  0.99997051   +0 03 37.7
 TU3046;UTM  04      - 2,312,310.587   760,373.917   MT  1.00043789   +0 53 35.2
 TU3046
 TU3046                          SUPERSEDED SURVEY CONTROL
 TU3046
 TU3046  NAD 83(1986)-  20 53 33.97341(N)    156 29 49.44136(W) AD(       ) 4
 TU3046  OLD HI      -  20 53 45.53000(N)    156 29 59.60000(W) AD(       ) 3
 TU3046
 TU3046.Superseded values are not recommended for survey control.
 TU3046.NGS no longer adjusts projects to the OLD HI datum.
 TU3046.See file dsdata.txt to determine how the superseded data were derived.
 TU3046
 TU3046_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6037412311(NAD 83)
 TU3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3046+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 TU3046
 TU3046  HISTORY     - Date     Condition        Report By
 TU3046  HISTORY     - UNK      MONUMENTED
 TU3046  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3046  HISTORY     - 19970615 GOOD             USPSQD
 TU3046  HISTORY     - 19990723 GOOD             USPSQD
 TU3046  HISTORY     - 20040914 GOOD             USPSQD
 TU3046
 TU3046                          STATION DESCRIPTION
 TU3046
 TU3046'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3046'STATION WAS IDENTIFIED BY ANGLE FROM STATION HEN AND
 TU3046'RECOVERED.  LOCATED IN WAILUKU, ALONG THE NORTHWEST SIDE OF
 TU3046'LOWER MAIN STREET, AND NEAR THE WAILUKU SUGAR CO. MILL.
 TU3046'
 TU3046'STATION IS THE SPIRE THAT RISES FROM THE TOP OF A SQUARE TOWER
 TU3046'ON THE CHURCH BUILDING AT ST. ANTHONY CATHOLIC CHURCH AND
 TU3046'SCHOOL.  SPIRE IS SHARP AND COPPER-SHEATHED AND HAS A CROSS ON
 TU3046'TOP WHICH IS ABOUT 90 FEET ABOVE GROUND.
 TU3046
 TU3046                          STATION RECOVERY (1997)
 TU3046
 TU3046'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU3046'RECOVERED IN GOOD CONDITION.
 TU3046
 TU3046                          STATION RECOVERY (1999)
 TU3046
 TU3046'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3046'RECOVERED IN GOOD CONDITION.
 TU3046
 TU3046                          STATION RECOVERY (2004)
 TU3046
 TU3046'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 TU3046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1816 ***********************************************************************
 TU1816  DESIGNATION -  CAVE
 TU1816  PID         -  TU1816
 TU1816  STATE/COUNTY-  HI/KAUAI
 TU1816  USGS QUAD   -  HANAPEPE (1996)
 TU1816
 TU1816                         *CURRENT SURVEY CONTROL
 TU1816  ___________________________________________________________________
 TU1816* NAD 83(1993)-  21 53 59.86320(N)    159 35 52.09733(W)     ADJUSTED  
 TU1816* LOCAL TIDAL -                                                        
 TU1816  ___________________________________________________________________
 TU1816  EPOCH DATE  -        1993.62
 TU1816  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 TU1816  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1816
 TU1816  HORZ ORDER  -  THIRD
 TU1816
 TU1816.The horizontal coordinates were established by classical geodetic methods
 TU1816.and adjusted by the National Geodetic Survey in December 1998..
 TU1816.The horizontal coordinates are valid at the epoch date displayed above.
 TU1816.The epoch date for horizontal control is a decimal equivalence
 TU1816.of Year/Month/Day.
 TU1816
 TU1816
 TU1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1816
 TU1816.The geoid height was determined by GEOID03.
 TU1816
 TU1816;                    North         East     Units Scale Factor Converg.
 TU1816;SPC HI 4     -     7,380.834   489,893.494   MT  0.99999126   -0 02 11.3
 TU1816;UTM  04      - 2,421,874.377   438,250.084   MT  0.99964711   -0 13 22.7
 TU1816
 TU1816                          SUPERSEDED SURVEY CONTROL
 TU1816
 TU1816  NAD 83(1986)-  21 53 59.83607(N)    159 35 52.11639(W) AD(       ) 4
 TU1816  OLD HI      -  21 54 11.09600(N)    159 36 02.15200(W) AD(       ) 3
 TU1816
 TU1816.Superseded values are not recommended for survey control.
 TU1816.NGS no longer adjusts projects to the OLD HI datum.
 TU1816.See file dsdata.txt to determine how the superseded data were derived.
 TU1816
 TU1816_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3825021874(NAD 83)
 TU1816
 TU1816  HISTORY     - Date     Condition        Report By
 TU1816  HISTORY     - 1904     MONUMENTED       CGS
 TU1816  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1816  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU1816  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1816
 TU1816                          STATION DESCRIPTION
 TU1816
 TU1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (HDK)
 TU1816'ON A BLUFF AT NORTHWESTERLY CORNER OF HANAPEPE BAY, ON NORTH SHORE
 TU1816'OF ARM OF BAY, ABOUT 20 METERS FROM EDGE OF BLUFF, 10 METERS FROM
 TU1816'ROAD AROUND EDGE OF CANE FIELD, ROAD BEING ABOUT 20 FEET ABOVE
 TU1816'WATER LEVEL.  STATION MARKED BY BRACED POLE.
 TU1816
 TU1816                          STATION RECOVERY (1965)
 TU1816
 TU1816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1816'STATION IS GONE.
 TU1816
 TU1816                          STATION RECOVERY (1998)
 TU1816
 TU1816'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1816'MARK NOT FOUND.
 TU1816
 TU1816                          STATION RECOVERY (2005)
 TU1816
 TU1816'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2023 ***********************************************************************
 TU2023  DESIGNATION -  CAVERN
 TU2023  PID         -  TU2023
 TU2023  STATE/COUNTY-  HI/KAUAI
 TU2023  USGS QUAD   -  MAKAHA POINT (1983)
 TU2023
 TU2023                         *CURRENT SURVEY CONTROL
 TU2023  ___________________________________________________________________
 TU2023* NAD 83(1993)-  22 04 53.01540(N)    159 45 02.86880(W)     ADJUSTED  
 TU2023* LOCAL TIDAL -        93.0    (meters)     305.     (feet)  VERT ANG  
 TU2023  ___________________________________________________________________
 TU2023  EPOCH DATE  -        1993.62
 TU2023  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 TU2023  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU2023
 TU2023  HORZ ORDER  -  THIRD
 TU2023
 TU2023.The horizontal coordinates were established by classical geodetic methods
 TU2023.and adjusted by the National Geodetic Survey in December 1998..
 TU2023.The horizontal coordinates are valid at the epoch date displayed above.
 TU2023.The epoch date for horizontal control is a decimal equivalence
 TU2023.of Year/Month/Day.
 TU2023
 TU2023.The orthometric height was determined by vertical angle observations.
 TU2023
 TU2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2023
 TU2023.The geoid height was determined by GEOID03.
 TU2023
 TU2023;                    North         East     Units Scale Factor Converg.
 TU2023;SPC HI 4     -    27,488.611   474,117.178   MT  0.99999827   -0 05 39.4
 TU2023;UTM  04      - 2,442,026.866   422,544.812   MT  0.99967412   -0 16 56.1
 TU2023
 TU2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2023!SPC HI 4     -   0.99998283  x   0.99999827  =   0.99998110
 TU2023!UTM  04      -   0.99998283  x   0.99967412  =   0.99965695
 TU2023
 TU2023|---------------------------------------------------------------------|
 TU2023| PID    Reference Object                     Distance      Geod. Az  |
 TU2023|                                                           dddmmss.s |
 TU2023| CJ9412 CAVERN RM 1                           6.883 METERS 03340     |
 TU2023| CJ9413 CAVERN RM 2                           2.990 METERS 15715     |
 TU2023|---------------------------------------------------------------------|
 TU2023
 TU2023                          SUPERSEDED SURVEY CONTROL
 TU2023
 TU2023  NAD 83(1986)-  22 04 52.98159(N)    159 45 02.89395(W) AD(       ) 3
 TU2023  OLD HI      -  22 05 04.27500(N)    159 45 12.94000(W) AD(       ) 3
 TU2023
 TU2023.Superseded values are not recommended for survey control.
 TU2023.NGS no longer adjusts projects to the OLD HI datum.
 TU2023.See file dsdata.txt to determine how the superseded data were derived.
 TU2023
 TU2023_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2254542027(NAD 83)
 TU2023_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2023_SETTING: 66 = SET IN ROCK OUTCROP
 TU2023
 TU2023  HISTORY     - Date     Condition        Report By
 TU2023  HISTORY     - 1927     MONUMENTED       CGS
 TU2023  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2023
 TU2023                          STATION DESCRIPTION
 TU2023
 TU2023'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2023'ON THE WESTERN COAST OF KAUAI, ABOUT 1-1/2 MILES NORTHEAST OF
 TU2023'BARKING SANDS, IN A BLACK ROCK OUTCROP IN A GROUP OF LARGE BLACK
 TU2023'ROCKS ON A HILLSIDE.  IT IS 50 FEET ABOVE AND SOUTHEAST OF A
 TU2023'BURIAL CAVE IN THE HILLSIDE.  IT IS REACHED BY TAKING THE ROAD
 TU2023'JUST INSHORE FROM THE DUNES OF THE BARKING SANDS NORTHEAST,
 TU2023'CROSSING THE RAILROAD TRACKS AND CONTINUING TO A RESERVOIR
 TU2023'AND GROUP OF SHACKS.  THE STATION IS A SHORT CLIMB FROM THIS
 TU2023'RESERVOIR.  MARKED ACCORDING TO NOTE 2A, A STANDARD DISK IN
 TU2023'OUTCROPPING BEDROCK SURROUNDED BY A CHISELED TRIANGLE.  A
 TU2023'REFERENCE MARK, NOTE 12C, STANDARD REFERENCE DISK IN
 TU2023'BOWLDER, WAS SET 6.875 METERS (22.56 FEET) FROM THE STATION
 TU2023'IN AZMUTH 214 DEG 06 MIN.
 TU2023
 TU2023                          STATION RECOVERY (1966)
 TU2023
 TU2023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2023'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 TU2023'CONDITION.  A NEW REFERENCE MARK, NUMBER TWO, WAS ESTABLISHED.  A
 TU2023'COMPLETE DESCRIPTION FOLLOWS--
 TU2023'
 TU2023'STATION IS LOCATED ON THE WESTERN COAST OF KAUAI, ABOUT 3-1/2 MILES
 TU2023'MILES NORTHEAST OF BONHAM AUXILIARY LANDING FIELD AND 1/2 MILE
 TU2023'INLAND FROM SEA, AT ABOUT 306 FEET ELEVATION ON ROCKY HILLSIDE DUE
 TU2023'EAST OF NORTH END OF A LONG RESERVOIR.
 TU2023'
 TU2023'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 55
 TU2023'AT KEKAHA, GO NORTHERLY ON STATE HIGHWAY 50 FOR 7.0 MILES.  TAKE
 TU2023'RIGHT FORK AND GO 0.85 MILE TO CROSSROAD AT MANA VILLAGE.  TURN
 TU2023'LEFT AND GO 2.8 MILES THROUGH CANE FIELDS TO FORK.  TAKE LEFT
 TU2023'FORK AND GO 0.35 MILE TO CROSSROAD.  KEEP AHEAD, NORTHERLY,
 TU2023'ALONGSIDE SAND RIDGE FOR 0.7 MILE TO SIDE ROAD RIGHT.  TURN
 TU2023'RIGHT AND GO 0.35 MILE, PASSING AROUND SMALL RESERVOIR, TO T-
 TU2023'JUNCTION.  TURN LEFT AND GO 0.2 MILE TO NORTH END OF LONG
 TU2023'RESERVOIR AND END OF TRUCK TRAVEL.  PACK EASTERLY UP BRUSHY
 TU2023'HILLSIDE TO THE 300-FOOT LEVEL AND STATION.
 TU2023'
 TU2023'STATION MARK IS A STANDARD DISK STAMPED CAVERN 1927, CEMENTED IN
 TU2023'A DRILL HOLE IN A LARGE SQUARE ROCK, THE SECOND ONE SOUTH FROM
 TU2023'THE NORTH END OF A ROW OF SIMILAR LARGE ROCKS.  IT IS 40 FEET
 TU2023'UPSLOPE FROM THE EDGE OF A PROMINENT BLACK ROCK LEDGE.
 TU2023'
 TU2023'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAVERN 1
 TU2023'1927 CEMENTED IN A DRILL HOLE IN A 3 X 5-FOOT ROCK, ABOUT 1
 TU2023'FOOT LOWER THAN STATION MARK.
 TU2023'
 TU2023'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAVERN
 TU2023'1927 NO 2 1966, CEMENTED IN A DRILL HOLE IN THE NORTH FACE OF A
 TU2023'7-FOOT-DIAMETER, SLOPING ROCK, THE LARGEST ONE AT STATION
 TU2023'SITE.  THE MARK IS 1 FOOT BELOW TOP OF ROCK AND ABOUT 2 FEET
 TU2023'HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1071 ***********************************************************************
 TU1071  DESIGNATION -  CHISELED CROSS 1963
 TU1071  PID         -  TU1071
 TU1071  STATE/COUNTY-  HI/HONOLULU
 TU1071  USGS QUAD   -  MOKAPU (1983)
 TU1071
 TU1071                         *CURRENT SURVEY CONTROL
 TU1071  ___________________________________________________________________
 TU1071* NAD 83(1993)-  21 23 44.65699(N)    157 43 13.19713(W)     ADJUSTED  
 TU1071* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1071  ___________________________________________________________________
 TU1071  EPOCH DATE  -        1993.62
 TU1071  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 TU1071  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1071
 TU1071  HORZ ORDER  -  THIRD
 TU1071
 TU1071.The horizontal coordinates were established by classical geodetic methods
 TU1071.and adjusted by the National Geodetic Survey in December 1998..
 TU1071.No horizontal observational check was made to the station.
 TU1071.The horizontal coordinates are valid at the epoch date displayed above.
 TU1071.The epoch date for horizontal control is a decimal equivalence
 TU1071.of Year/Month/Day.
 TU1071
 TU1071.The orthometric height was scaled from a topographic map.
 TU1071
 TU1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1071
 TU1071.The geoid height was determined by GEOID03.
 TU1071
 TU1071;                    North         East     Units Scale Factor Converg.
 TU1071;SPC HI 3     -    25,388.511   528,999.600   MT  1.00000039   +0 06 07.3
 TU1071;UTM  04      - 2,366,486.533   632,648.758   MT  0.99981743   +0 28 00.8
 TU1071
 TU1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1071!SPC HI 3     -   0.99999659  x   1.00000039  =   0.99999698
 TU1071!UTM  04      -   0.99999659  x   0.99981743  =   0.99981403
 TU1071
 TU1071                          SUPERSEDED SURVEY CONTROL
 TU1071
 TU1071  NAD 83(1986)-  21 23 44.60710(N)    157 43 13.20502(W) AD(       ) 3
 TU1071  OLD HI      -  21 23 56.02700(N)    157 43 23.09000(W) AD(       ) 3
 TU1071
 TU1071.Superseded values are not recommended for survey control.
 TU1071.NGS no longer adjusts projects to the OLD HI datum.
 TU1071.See file dsdata.txt to determine how the superseded data were derived.
 TU1071
 TU1071_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3264966487(NAD 83)
 TU1071
 TU1071  HISTORY     - Date     Condition        Report By
 TU1071  HISTORY     - 1963     MONUMENTED       CGS
 TU1071
 TU1071                          STATION DESCRIPTION
 TU1071
 TU1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU1071'SEE STATION LANIKAI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1904 ***********************************************************************
 TU1904  DESIGNATION -  CHURCH SPIRE
 TU1904  PID         -  TU1904
 TU1904  STATE/COUNTY-  HI/KAUAI
 TU1904  USGS QUAD   -  ANAHOLA (1996)
 TU1904
 TU1904                         *CURRENT SURVEY CONTROL
 TU1904  ___________________________________________________________________
 TU1904* NAD 83(1993)-  22 11 41.10233(N)    159 20 51.95159(W)     ADJUSTED  
 TU1904* LOCAL TIDAL -                                                        
 TU1904  ___________________________________________________________________
 TU1904  EPOCH DATE  -        1993.62
 TU1904  LAPLACE CORR-         -10.70  (seconds)                    DEFLEC99
 TU1904  GEOID HEIGHT-          14.81  (meters)                     GEOID03
 TU1904
 TU1904  HORZ ORDER  -  THIRD
 TU1904
 TU1904.The horizontal coordinates were established by classical geodetic methods
 TU1904.and adjusted by the National Geodetic Survey in December 1998..
 TU1904.The horizontal coordinates are valid at the epoch date displayed above.
 TU1904.The epoch date for horizontal control is a decimal equivalence
 TU1904.of Year/Month/Day.
 TU1904
 TU1904
 TU1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1904
 TU1904.The geoid height was determined by GEOID03.
 TU1904
 TU1904;                    North         East     Units Scale Factor Converg.
 TU1904;SPC HI 4     -    40,027.385   515,698.484   MT  0.99999304   +0 03 27.0
 TU1904;UTM  04      - 2,454,424.477   464,152.533   MT  0.99961588   -0 07 52.9
 TU1904
 TU1904                          SUPERSEDED SURVEY CONTROL
 TU1904
 TU1904  NAD 83(1986)-  22 11 41.06331(N)    159 20 52.00966(W) AD(       ) 4
 TU1904  OLD HI      -  22 11 52.42400(N)    159 21 02.10400(W) AD(       ) 3
 TU1904
 TU1904.Superseded values are not recommended for survey control.
 TU1904.NGS no longer adjusts projects to the OLD HI datum.
 TU1904.See file dsdata.txt to determine how the superseded data were derived.
 TU1904
 TU1904_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6415354424(NAD 83)
 TU1904
 TU1904  HISTORY     - Date     Condition        Report By
 TU1904  HISTORY     - UNK      MONUMENTED
 TU1904  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1904  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1904
 TU1904                          STATION DESCRIPTION
 TU1904
 TU1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1904'STATION WAS RECOVERED IN FAIR CONDITION.  LOCATED ABOUT 4 MILES
 TU1904'EAST-SOUTHEAST OF KILAUEA AND 1 MILE WEST OF MOLOAA BAY, IN A
 TU1904'GROVE OF LARGE TREES ON NORTHEAST SIDE OF STATE HIGHWAY 56,
 TU1904'BY A SMALL CEMETERY, AT THE FIRST CROSSROAD AFTER COMING UP
 TU1904'OUT OF MOLOAA STREAM CANYON.
 TU1904'
 TU1904'STATION IS THE SMALL SPIRE ON SOUTHWEST END OF A SMALL, TAN,
 TU1904'CHURCH BUILDING.
 TU1904'
 TU1904'NOTE--THE CHURCH HAS BEEN ABANDONED FOR A LONG TIME AND
 TU1904'APPEARS AS IF IT WOULD COLLAPSE AT ANY TIME.
 TU1904
 TU1904                          STATION RECOVERY (1998)
 TU1904
 TU1904'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1904'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1593 ***********************************************************************
 TU1593  DESIGNATION -  CLIFF
 TU1593  PID         -  TU1593
 TU1593  STATE/COUNTY-  HI/HONOLULU
 TU1593  USGS QUAD   -  KAENA (1983)
 TU1593
 TU1593                         *CURRENT SURVEY CONTROL
 TU1593  ___________________________________________________________________
 TU1593* NAD 83(1993)-  21 34 02.30671(N)    158 15 36.75452(W)     ADJUSTED  
 TU1593* LOCAL TIDAL -       322.3    (meters)    1057.     (feet)  VERT ANG  
 TU1593  ___________________________________________________________________
 TU1593  EPOCH DATE  -        1993.62
 TU1593  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 TU1593  GEOID HEIGHT-          14.60  (meters)                     GEOID03
 TU1593
 TU1593  HORZ ORDER  -  SECOND
 TU1593
 TU1593.The horizontal coordinates were established by classical geodetic methods
 TU1593.and adjusted by the National Geodetic Survey in December 1998..
 TU1593.The horizontal coordinates are valid at the epoch date displayed above.
 TU1593.The epoch date for horizontal control is a decimal equivalence
 TU1593.of Year/Month/Day.
 TU1593
 TU1593.The orthometric height was determined by vertical angle observations.
 TU1593
 TU1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1593
 TU1593.The geoid height was determined by GEOID03.
 TU1593
 TU1593;                    North         East     Units Scale Factor Converg.
 TU1593;SPC HI 3     -    44,381.731   473,049.653   MT  0.99999897   -0 05 44.3
 TU1593;UTM  04      - 2,385,116.984   576,592.832   MT  0.99967249   +0 16 19.0
 TU1593
 TU1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1593!SPC HI 3     -   0.99994705  x   0.99999897  =   0.99994602
 TU1593!UTM  04      -   0.99994705  x   0.99967249  =   0.99961956
 TU1593
 TU1593:                Primary Azimuth Mark                     Grid Az
 TU1593:SPC HI 3     -  RED                                      122 25 17.6
 TU1593:UTM  04      -  RED                                      122 03 14.3
 TU1593
 TU1593|---------------------------------------------------------------------|
 TU1593| PID    Reference Object                     Distance      Geod. Az  |
 TU1593|                                                           dddmmss.s |
 TU1593| TU1590 RED                                 APPROX. 1.1 KM 1221933.3 |
 TU1593| TU1602 MODEL 1958                          312.041 METERS 30822     |
 TU1593| TU1603 RAD                                 320.736 METERS 30902     |
 TU1593| CJ9414 CLIFF RM 1                           12.911 METERS 33456     |
 TU1593|---------------------------------------------------------------------|
 TU1593
 TU1593                          SUPERSEDED SURVEY CONTROL
 TU1593
 TU1593  NAD 83(1986)-  21 34 02.25581(N)    158 15 36.76662(W) AD(       ) 2
 TU1593  OLD HI      -  21 34 13.63970(N)    158 15 46.71710(W) AD(       ) 2
 TU1593
 TU1593.Superseded values are not recommended for survey control.
 TU1593.NGS no longer adjusts projects to the OLD HI datum.
 TU1593.See file dsdata.txt to determine how the superseded data were derived.
 TU1593
 TU1593_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7659385117(NAD 83)
 TU1593_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1593_SETTING: 66 = SET IN ROCK OUTCROP
 TU1593
 TU1593  HISTORY     - Date     Condition        Report By
 TU1593  HISTORY     - 1958     MONUMENTED       CGS
 TU1593  HISTORY     - 1960     GOOD             CGS
 TU1593  HISTORY     - 1964     GOOD             CGS
 TU1593  HISTORY     - 1967     GOOD             CGS
 TU1593
 TU1593                          STATION DESCRIPTION
 TU1593
 TU1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1593'THE STATION IS ON A PROMINENT HILL ON KAENA POINT, OAHU ISLAND
 TU1593'T.H. ABOUT 3.0 MILES SOUTH-WEST OF THE WEST END OF THE DILLINGHAM
 TU1593'AIR FORCE BASE RUNWAY, AND ABOUT 1.8 MILES EAST OF KAENA POINT
 TU1593'LIGHT HOUSE.
 TU1593'
 TU1593'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1593'NORTH FOR 6.9 MILES TO THE END OF THE PAVEMENT AT A CEMETERY ON
 TU1593'THE RIGHT CONTINUE STRAIGHT AHEAD FOR 1.5 MILE TO A T-INTERSECTION,
 TU1593'TURN RIGHT AND FOLLOW THE WINDING ROAD UP THE STEEP HILL TO THE
 TU1593'TOP AND A T-INTERSECTION, TURN LEFT AND FOLLOW THE MAIN TRAVELED
 TU1593'ROAD 1.5 MILES TO THE STATION ON THE LEFT, A 10 MINUTE PACK.
 TU1593'
 TU1593'THE STATION A STANDARD DISK STAMPED CLIFF 1958 IS SET IN A
 TU1593'DRILL HOLE IN A PROMINENT OUTCROP OF BEDROCK ON THE HIGHEST PART
 TU1593'OF THE HILL.
 TU1593'
 TU1593'REFERENCE MARK NO 1 A STANDARD DISK STAMPED CLIFF NO 1 1958 IS
 TU1593'SET IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT PROJECTS ABOUT
 TU1593'6 INCHES AND IS SEVERAL FEET LOWER THAN THE STATION.
 TU1593'
 TU1593'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1593
 TU1593                          STATION RECOVERY (1960)
 TU1593
 TU1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1593'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 TU1593
 TU1593                          STATION RECOVERY (1964)
 TU1593
 TU1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1593'STATION WAS RECOVERED AND BOTH MARKS FOUND IN GOOD CONDITION AS
 TU1593'DESCRIBED IN 1958.
 TU1593
 TU1593                          STATION RECOVERY (1967)
 TU1593
 TU1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CA)
 TU1593'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1830 ***********************************************************************
 TU1830  DESIGNATION -  CLIFF
 TU1830  PID         -  TU1830
 TU1830  STATE/COUNTY-  HI/KAUAI
 TU1830  USGS QUAD   -  HANAPEPE (1996)
 TU1830
 TU1830                         *CURRENT SURVEY CONTROL
 TU1830  ___________________________________________________________________
 TU1830* NAD 83(1993)-  21 57 30.70557(N)    159 39 29.47498(W)     ADJUSTED  
 TU1830* LOCAL TIDAL -                                                        
 TU1830  ___________________________________________________________________
 TU1830  EPOCH DATE  -        1993.62
 TU1830  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 TU1830  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU1830
 TU1830  HORZ ORDER  -  THIRD
 TU1830
 TU1830.The horizontal coordinates were established by classical geodetic methods
 TU1830.and adjusted by the National Geodetic Survey in December 1998..
 TU1830.The horizontal coordinates are valid at the epoch date displayed above.
 TU1830.The epoch date for horizontal control is a decimal equivalence
 TU1830.of Year/Month/Day.
 TU1830
 TU1830
 TU1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1830
 TU1830.The geoid height was determined by GEOID03.
 TU1830
 TU1830;                    North         East     Units Scale Factor Converg.
 TU1830;SPC HI 4     -    13,871.107   483,660.623   MT  0.99999330   -0 03 32.9
 TU1830;UTM  04      - 2,428,382.714   432,040.511   MT  0.99965706   -0 14 46.1
 TU1830
 TU1830                          SUPERSEDED SURVEY CONTROL
 TU1830
 TU1830  NAD 83(1986)-  21 57 30.67102(N)    159 39 29.49419(W) AD(       ) 4
 TU1830  OLD HI      -  21 57 41.82000(N)    159 39 39.84000(W) AD(       ) 3
 TU1830
 TU1830.Superseded values are not recommended for survey control.
 TU1830.NGS no longer adjusts projects to the OLD HI datum.
 TU1830.See file dsdata.txt to determine how the superseded data were derived.
 TU1830
 TU1830_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3204128383(NAD 83)
 TU1830
 TU1830  HISTORY     - Date     Condition        Report By
 TU1830  HISTORY     - UNK      MONUMENTED
 TU1830  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1830  HISTORY     - 19970108 MARK NOT FOUND   USPSQD
 TU1830  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1830  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1830
 TU1830                          STATION DESCRIPTION
 TU1830
 TU1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1830'STATION WAS RECOVERED IN GOOD CONDITION AND SUBSEQUENTLY PROVEN TO
 TU1830'BE THE CORRECT POINT BY OBSERVATIONS MADE AT POINT 1926 AND CANE
 TU1830'1926.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1830'
 TU1830'STATION IS LOCATED ABOUT 3/4 MILE EAST-NORTHEAST OF WAIMEA AND
 TU1830'1/2 MILE NORTHEAST OF THE HIGHWAY BRIDGE OVER THE WAIMEA RIVER, ON
 TU1830'EDGE OF BRUSH-COVERED RIM ALONG EAST SIDE OF THE WAIMEA RIVER.  IT
 TU1830'IS 15 FEET WEST OF A LARGE STONE WALL WHICH BORDERS A CANE FIELD
 TU1830'AND 4 FEET EAST OF EDGE OF BLUFF, AND IS AT THE POINT WHERE THE
 TU1830'STONE WALL AND THE ROAD MAKE AN ABRUPT JOG TO THE WEST.
 TU1830'
 TU1830'TO REACH FROM THE FIRST NATIONAL BANK IN WAIMEA, GO SOUTHEAST ON
 TU1830'STATE HIGHWAY 50 FOR 0.75 MILE.  TURN LEFT ON CANE FIELD ROAD AND
 TU1830'GO 0.4 MILE TO CROSSROAD.  TURN LEFT AND GO 0.15 MILE TO FORK.
 TU1830'TAKE LEFT FORK AND GO 0.25 MILE.  TURN RIGHT AND GO ALONG EDGE OF
 TU1830'FIELD FOR 0.05 MILE TO STATION ON LEFT.
 TU1830'
 TU1830'STATION MARK IS A 3/4-INCH IRON PIPE PROJECTING 1 INCH FROM A
 TU1830'14-INCH DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH GROUND.
 TU1830
 TU1830                          STATION RECOVERY (1997)
 TU1830
 TU1830'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1830'MARK NOT FOUND.
 TU1830
 TU1830                          STATION RECOVERY (1998)
 TU1830
 TU1830'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1830'MARK NOT FOUND.
 TU1830
 TU1830                          STATION RECOVERY (2005)
 TU1830
 TU1830'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3463 ***********************************************************************
 TU3463  DESIGNATION -  CLIFF 1950
 TU3463  PID         -  TU3463
 TU3463  STATE/COUNTY-  HI/MAUI
 TU3463  USGS QUAD   -  
 TU3463
 TU3463                         *CURRENT SURVEY CONTROL
 TU3463  ___________________________________________________________________
 TU3463* NAD 83(1993)-  21 13 16.72468(N)    157 15 12.01471(W)     ADJUSTED  
 TU3463* LOCAL TIDAL -        46.     (meters)     151.     (feet)  SCALED    
 TU3463  ___________________________________________________________________
 TU3463  EPOCH DATE  -        1993.62
 TU3463  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 TU3463  GEOID HEIGHT-          14.90  (meters)                     GEOID03
 TU3463
 TU3463  HORZ ORDER  -  THIRD
 TU3463
 TU3463.The horizontal coordinates were established by classical geodetic methods
 TU3463.and adjusted by the National Geodetic Survey in December 1998..
 TU3463.No horizontal observational check was made to the station.
 TU3463.The horizontal coordinates are valid at the epoch date displayed above.
 TU3463.The epoch date for horizontal control is a decimal equivalence
 TU3463.of Year/Month/Day.
 TU3463
 TU3463.The orthometric height was scaled from a topographic map.
 TU3463
 TU3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3463
 TU3463.The geoid height was determined by GEOID03.
 TU3463
 TU3463;                    North         East     Units Scale Factor Converg.
 TU3463;SPC HI 2     -    98,421.453   439,095.212   MT  1.00001249   -0 12 44.5
 TU3463;UTM  04      - 2,347,641.611   681,280.498   MT  1.00000611   +0 37 56.7
 TU3463
 TU3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3463!SPC HI 2     -   0.99999043  x   1.00001249  =   1.00000292
 TU3463!UTM  04      -   0.99999043  x   1.00000611  =   0.99999654
 TU3463
 TU3463:                Primary Azimuth Mark                     Grid Az
 TU3463:SPC HI 2     -  SAND 1950                                230 19 05.3
 TU3463:UTM  04      -  SAND 1950                                229 28 24.1
 TU3463
 TU3463|---------------------------------------------------------------------|
 TU3463| PID    Reference Object                     Distance      Geod. Az  |
 TU3463|                                                           dddmmss.s |
 TU3463| TU3466 SAND 1950                           APPROX. 0.7 KM 2300620.8 |
 TU3463|---------------------------------------------------------------------|
 TU3463
 TU3463                          SUPERSEDED SURVEY CONTROL
 TU3463
 TU3463  NAD 83(1986)-  21 13 16.68363(N)    157 15 11.96980(W) AD(       ) 3
 TU3463  OLD HI      -  21 13 28.18000(N)    157 15 22.16000(W) AD(       ) 3
 TU3463
 TU3463.Superseded values are not recommended for survey control.
 TU3463.NGS no longer adjusts projects to the OLD HI datum.
 TU3463.See file dsdata.txt to determine how the superseded data were derived.
 TU3463
 TU3463_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8128047642(NAD 83)
 TU3463
 TU3463  HISTORY     - Date     Condition        Report By
 TU3463  HISTORY     - 1950     MONUMENTED       CGS
 TU3463  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3463  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3463
 TU3463                          STATION DESCRIPTION
 TU3463
 TU3463'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3463'STATION IS LOCATED NEAR THE NE CORNER OF MOLOKAI ISLAND, AT
 TU3463'ILIO POINT, ON A ROUNDED HUMP COVERED WITH SMALL STONES, ABOUT 3000
 TU3463'FT. W OF THE POINT, ABOUT 1000 FT. S OF THE N SHORE, AND ABOUT
 TU3463'MIDWAY BETWEEN TWO BOMBING TARGETS.  IT IS A 1-IN. GALVANIZED-IRON
 TU3463'PIPE DRIVEN INTO THE GROUND, PROJECTING 8 IN. AND PAINTED
 TU3463'WHITE.  THE CENTER OF THE PIPE IS THE STATION.
 TU3463'
 TU3463'NO REFERENCE MARKS WERE SET.
 TU3463
 TU3463                          STATION RECOVERY (1962)
 TU3463
 TU3463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3463'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF MOLOKAI ISLAND
 TU3463'NEAR THE EXTREME WEST END OF ILIO POINT, ON A ROUNDED HUMP
 TU3463'COVERED WITH STONES, ABOUT 3000 FEET EAST OF THE POINT AND ABOUT
 TU3463'1000 FEET SOUTH OF THE NORTH SHORE.
 TU3463'
 TU3463'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD SHAPE.  A
 TU3463'NEW TO REACH FOLLOWS.
 TU3463'
 TU3463'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3463'46 JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON
 TU3463'STATE HIGH-46 FOR 7.1 MILES TO A FORK AND SIGN MAUNA LOA.  KEEP
 TU3463'ON STATE HIGHWAY 46 FOR 5.75 MILE TO A DIRT CROSSROAD AND THE
 TU3463'TOP OF THE GRADE, AND SIGN ON THE LEFT UNITED STATES COAST
 TU3463'GUARD.  TURN RIGHT AND GO NORTHWEST ON THE GRADED ROAD THROUGH
 TU3463'THE PINEAPPLE FIELD FOR 0.65 MILE TO A LOCKED GATE.  PASS
 TU3463'THROUGH THE GATE AND FOLLOW THE COAST GUARD ROAD FOR 4.15
 TU3463'MILES TO A BROAD GATE, JUST AFTER PASSING CORRALS AND LOADING
 TU3463'PENS, CONTINUE ON COAST GUARD ROAD FOR 0.65 MILES TO A FORK,
 TU3463'KEEP LEFT FORK LEADING TO THE COAST GUARD STATION FOR 1.3
 TU3463'MILES TO A CONCRETE WATER TANK ON THE RIGHT, CONTINUE ON THE
 TU3463'COAST GUARD ROAD FOR 2.2 MILES TO A DIM TRACK ROAD ON THE
 TU3463'RIGHT, TURN RIGHT AND FOLLOW TRACK FOR ABOUT 0.15 MILE TO THE
 TU3463'STATION ON A SMALL ROCK COVERED HILL.
 TU3463'
 TU3463'THE STATION IS A STANDARD DISK STAMPED, CLIFF 1950, SET IN
 TU3463'THE TOP OF A SIX INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 TU3463
 TU3463                          STATION RECOVERY (1967)
 TU3463
 TU3463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3463'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3463'
 TU3463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3463'7-1/4 MILES NW OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2018 ***********************************************************************
 TU2018  DESIGNATION -  CLIFF 1966
 TU2018  PID         -  TU2018
 TU2018  STATE/COUNTY-  HI/KAUAI
 TU2018  USGS QUAD   -  MAKAHA POINT (1983)
 TU2018
 TU2018                         *CURRENT SURVEY CONTROL
 TU2018  ___________________________________________________________________
 TU2018* NAD 83(1993)-  22 08 06.32403(N)    159 43 42.20781(W)     ADJUSTED  
 TU2018* LOCAL TIDAL -       454.     (meters)    1489.     (feet)  SCALED    
 TU2018  ___________________________________________________________________
 TU2018  EPOCH DATE  -        1993.62
 TU2018  LAPLACE CORR-           9.07  (seconds)                    DEFLEC99
 TU2018  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU2018
 TU2018  HORZ ORDER  -  SECOND
 TU2018
 TU2018.The horizontal coordinates were established by classical geodetic methods
 TU2018.and adjusted by the National Geodetic Survey in December 1998..
 TU2018.The horizontal coordinates are valid at the epoch date displayed above.
 TU2018.The epoch date for horizontal control is a decimal equivalence
 TU2018.of Year/Month/Day.
 TU2018
 TU2018.The orthometric height was scaled from a topographic map.
 TU2018
 TU2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2018
 TU2018.The geoid height was determined by GEOID03.
 TU2018
 TU2018;                    North         East     Units Scale Factor Converg.
 TU2018;SPC HI 4     -    33,430.895   476,438.441   MT  0.99999686   -0 05 09.8
 TU2018;UTM  04      - 2,447,959.562   424,884.818   MT  0.99966971   -0 16 28.1
 TU2018
 TU2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2018!SPC HI 4     -   0.99992613  x   0.99999686  =   0.99992299
 TU2018!UTM  04      -   0.99992613  x   0.99966971  =   0.99959587
 TU2018
 TU2018                          SUPERSEDED SURVEY CONTROL
 TU2018
 TU2018  NAD 83(1986)-  22 08 06.29009(N)    159 43 42.23440(W) AD(       ) 2
 TU2018  OLD HI      -  22 08 17.58640(N)    159 43 52.29540(W) AD(       ) 2
 TU2018
 TU2018.Superseded values are not recommended for survey control.
 TU2018.NGS no longer adjusts projects to the OLD HI datum.
 TU2018.See file dsdata.txt to determine how the superseded data were derived.
 TU2018
 TU2018_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2488547960(NAD 83)
 TU2018
 TU2018  HISTORY     - Date     Condition        Report By
 TU2018  HISTORY     - 1966     MONUMENTED       CGS
 TU2018
 TU2018                          STATION DESCRIPTION
 TU2018
 TU2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU2018'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 TU2018'STATE HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST ALONG
 TU2018'AN ASPHALT ROAD.
 TU2018'
 TU2018'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAKAW,
 TU2018'DISTANCE BEING 6.767 METERS, 22.200 FEET EAST.  THE MARK IS A
 TU2018'SURVEY POINT OF UNDETERMINED DENOMINATION.  IT IS A 3/4-INCH
 TU2018'GALVANIZED PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 TU2018'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3154 ***********************************************************************
 TU3154  DESIGNATION -  CLOUD
 TU3154  PID         -  TU3154
 TU3154  STATE/COUNTY-  HI/MAUI
 TU3154  USGS QUAD   -  
 TU3154
 TU3154                         *CURRENT SURVEY CONTROL
 TU3154  ___________________________________________________________________
 TU3154* NAD 83(1993)-  20 34 45.10272(N)    156 37 13.11091(W)     ADJUSTED  
 TU3154* LOCAL TIDAL -                                                        
 TU3154  ___________________________________________________________________
 TU3154  EPOCH DATE  -        1993.62
 TU3154  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 TU3154  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU3154
 TU3154  HORZ ORDER  -  THIRD
 TU3154
 TU3154.The horizontal coordinates were established by classical geodetic methods
 TU3154.and adjusted by the National Geodetic Survey in December 1998..
 TU3154.The horizontal coordinates are valid at the epoch date displayed above.
 TU3154.The epoch date for horizontal control is a decimal equivalence
 TU3154.of Year/Month/Day.
 TU3154
 TU3154
 TU3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3154
 TU3154.The geoid height was determined by GEOID03.
 TU3154
 TU3154;                    North         East     Units Scale Factor Converg.
 TU3154;SPC HI 2     -    27,219.157   504,833.087   MT  0.99996696   +0 00 58.7
 TU3154;UTM  04      - 2,277,388.605   748,059.098   MT  1.00036054   +0 50 12.8
 TU3154
 TU3154                          SUPERSEDED SURVEY CONTROL
 TU3154
 TU3154  NAD 83(1986)-  20 34 45.08348(N)    156 37 13.08402(W) AD(       ) 4
 TU3154  OLD HI      -  20 34 56.45900(N)    156 37 23.22200(W) AD(       ) 3
 TU3154
 TU3154.Superseded values are not recommended for survey control.
 TU3154.NGS no longer adjusts projects to the OLD HI datum.
 TU3154.See file dsdata.txt to determine how the superseded data were derived.
 TU3154
 TU3154_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4805977389(NAD 83)
 TU3154
 TU3154  HISTORY     - Date     Condition        Report By
 TU3154  HISTORY     - 1904     MONUMENTED       CGS
 TU3154
 TU3154                          STATION DESCRIPTION
 TU3154
 TU3154'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3154'ON THE NORTHERN SIDE OF KAHOOLAWE ABOUT 80 FEET ABOVE HIGH WATER,
 TU3154'AND ABOUT 200 METERS FROM THE NEAREST SHORE LINE.  MARKED ONLY BY
 TU3154'A 2 BY 4 INCH POLE SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3181 ***********************************************************************
 TU3181  DESIGNATION -  COB 2
 TU3181  PID         -  TU3181
 TU3181  STATE/COUNTY-  HI/MAUI
 TU3181  USGS QUAD   -  
 TU3181
 TU3181                         *CURRENT SURVEY CONTROL
 TU3181  ___________________________________________________________________
 TU3181* NAD 83(1993)-  20 32 55.26647(N)    156 38 44.15443(W)     ADJUSTED  
 TU3181* LOCAL TIDAL -       216.1    (meters)     709.     (feet)  VERT ANG  
 TU3181  ___________________________________________________________________
 TU3181  EPOCH DATE  -        1993.62
 TU3181  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 TU3181  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU3181
 TU3181  HORZ ORDER  -  SECOND
 TU3181
 TU3181.The horizontal coordinates were established by classical geodetic methods
 TU3181.and adjusted by the National Geodetic Survey in December 1998..
 TU3181.The horizontal coordinates are valid at the epoch date displayed above.
 TU3181.The epoch date for horizontal control is a decimal equivalence
 TU3181.of Year/Month/Day.
 TU3181
 TU3181.The orthometric height was determined by vertical angle observations.
 TU3181
 TU3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3181
 TU3181.The geoid height was determined by GEOID03.
 TU3181
 TU3181;                    North         East     Units Scale Factor Converg.
 TU3181;SPC HI 2     -    23,840.911   502,196.914   MT  0.99996673   +0 00 26.6
 TU3181;UTM  04      - 2,273,971.660   745,470.544   MT  1.00034475   +0 49 36.5
 TU3181
 TU3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3181!SPC HI 2     -   0.99996358  x   0.99996673  =   0.99993031
 TU3181!UTM  04      -   0.99996358  x   1.00034475  =   1.00030831
 TU3181
 TU3181|---------------------------------------------------------------------|
 TU3181| PID    Reference Object                     Distance      Geod. Az  |
 TU3181|                                                           dddmmss.s |
 TU3181| CN5108 COB 2 RM 2                           19.255 METERS 09736     |
 TU3181| CN5107 COB 2 RM 1                           15.643 METERS 20340     |
 TU3181| TU3187 SEE 2                               APPROX. 3.2 KM 2521144.3 |
 TU3181|---------------------------------------------------------------------|
 TU3181
 TU3181                          SUPERSEDED SURVEY CONTROL
 TU3181
 TU3181  NAD 83(1986)-  20 32 55.24607(N)    156 38 44.14232(W) AD(       ) 2
 TU3181  OLD HI      -  20 33 06.69970(N)    156 38 54.30630(W) AD(       ) 2
 TU3181
 TU3181.Superseded values are not recommended for survey control.
 TU3181.NGS no longer adjusts projects to the OLD HI datum.
 TU3181.See file dsdata.txt to determine how the superseded data were derived.
 TU3181
 TU3181_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4547173972(NAD 83)
 TU3181_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3181_SETTING: 80 = SET IN A BOULDER
 TU3181_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3181
 TU3181  HISTORY     - Date     Condition        Report By
 TU3181  HISTORY     - 1963     MONUMENTED       CGS
 TU3181
 TU3181                          STATION DESCRIPTION
 TU3181
 TU3181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3181'STATION IS LOCATED ON THE NORTH SLOPE OF KAHOOLAWE ISLAND, ABOUT
 TU3181'4 MILES AIRLINE EAST-NORTHEAST OF THE WESTERN TIP OF THE ISLAND
 TU3181'AND 1-1/4 MILES SOUTHEAST OF MAKAALAE POINT, ON A BOULDER-COVERED
 TU3181'KNOLL OF ABOUT 700 FEET ELEVATION.  IT LIES ABOUT 1/2 MILE
 TU3181'SOUTHEAST OF A LOWER, BOULDER-COVERED KNOLL AND 1/2 MILE
 TU3181'NORTH-NORTHWEST OF THE HIGHEST POINT OF THE WEST RIM OF
 TU3181'KAELIALALO CRATER, AND ABOUT 150 FEET LOWER THAN THAT POINT.
 TU3181'
 TU3181'STATION IS BEST REACHED BY MAKING A SKIFF LANDING IN THE COVE
 TU3181'ABOUT 3/4 MILE EAST OF MAKAALAE POINT AND PACKING SOUTHERLY UP
 TU3181'SLOPE ABOUT 1 MILE TO STATION.
 TU3181'
 TU3181'NOTE--STATION MAY ALSO BE REACHED FROM SMUGGLER COVE BY PACKING
 TU3181'NORTHEASTERLY ALONG OLD ROAD FOR ABOUT 3-1/2 MILES TO WEST END
 TU3181'OF CRATER RIM, THEN BEARING NORTHERLY AROUND RIM OF CRATER AND
 TU3181'GOING DOWNSLOPE ABOUT 1/2 MILE TO STATION.
 TU3181'
 TU3181'STATION MARK IS A STANDARD DISK STAMPED COB 2 1963, CEMENTED IN
 TU3181'A DRILL HOLE IN A 2 X 5-FOOT BOULDER FLUSH WITH THE GROUND.  IT
 TU3181'IS AT THE SOUTH SIDE OF A PROMINENT, 6 X 8-FOOT ROCK THAT
 TU3181'PROJECTS ABOUT 6 FEET ABOVE THE GROUND.
 TU3181'
 TU3181'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COB 2 NO 1
 TU3181'1963, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 TU3181'3 FEET ABOVE GROUND.
 TU3181'
 TU3181'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COB 2 NO 2
 TU3181'1963, CEMENTED IN A DRILL HOLE IN THE TOP OF A 6-FOOT-SQUARE,
 TU3181'BROWN BOULDER THAT PROJECTS 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2252 ***********************************************************************
 TU2252  DESIGNATION -  COCOANUT POINT LIGHT
 TU2252  PID         -  TU2252
 TU2252  STATE/COUNTY-  HI/HAWAII
 TU2252  USGS QUAD   -  HILO (1995)
 TU2252
 TU2252                         *CURRENT SURVEY CONTROL
 TU2252  ___________________________________________________________________
 TU2252* NAD 83(1993)-  19 43 36.86134(N)    155 05 10.22230(W)     ADJUSTED  
 TU2252* LOCAL TIDAL -        10.1    (meters)      33.     (feet)  VERT ANG  
 TU2252  ___________________________________________________________________
 TU2252  EPOCH DATE  -        1993.62
 TU2252  LAPLACE CORR-         -18.02  (seconds)                    DEFLEC99
 TU2252  GEOID HEIGHT-          18.38  (meters)                     GEOID03
 TU2252
 TU2252  HORZ ORDER  -  THIRD
 TU2252
 TU2252.The horizontal coordinates were established by classical geodetic methods
 TU2252.and adjusted by the National Geodetic Survey in December 1998..
 TU2252.The horizontal coordinates are valid at the epoch date displayed above.
 TU2252.The epoch date for horizontal control is a decimal equivalence
 TU2252.of Year/Month/Day.
 TU2252
 TU2252.The orthometric height was determined by vertical angle observations.
 TU2252
 TU2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2252
 TU2252.The geoid height was determined by GEOID03.
 TU2252
 TU2252;                    North         East     Units Scale Factor Converg.
 TU2252;SPC HI 1     -    98,964.007   543,378.845   MT  0.99998992   +0 08 22.9
 TU2252;UTM  05      - 2,182,605.107   281,363.986   MT  1.00019088   -0 42 16.0
 TU2252
 TU2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2252!SPC HI 1     -   0.99999552  x   0.99998992  =   0.99998544
 TU2252!UTM  05      -   0.99999552  x   1.00019088  =   1.00018640
 TU2252
 TU2252                          SUPERSEDED SURVEY CONTROL
 TU2252
 TU2252  NAD 83(1986)-  19 43 36.83032(N)    155 05 10.24134(W) AD(       ) 4
 TU2252  OLD HI      -  19 43 47.76998(N)    155 05 20.20801(W) AD(       ) 3
 TU2252
 TU2252.Superseded values are not recommended for survey control.
 TU2252.NGS no longer adjusts projects to the OLD HI datum.
 TU2252.See file dsdata.txt to determine how the superseded data were derived.
 TU2252
 TU2252_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8136482605(NAD 83)
 TU2252
 TU2252  HISTORY     - Date     Condition        Report By
 TU2252  HISTORY     - 1976     MONUMENTED       NGS
 TU2252  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2252
 TU2252                          STATION DESCRIPTION
 TU2252
 TU2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2252'LOCATION OF STATION IN THE CITY OF HILO, ON THE EASTERN SHORE OF
 TU2252'HILO BAY ABOUT 100 METERS WEST OF KAMEHAMEHA HWY.  THE STATION
 TU2252'IS A WHITE PYRAMIDAL CONCRETE TOWER ABOUT 9-1/2 METERS IN
 TU2252'HEIGHT.  THE POSITION OF THE STATION IS THE CENTER OF THE
 TU2252'TOWER.  DESIGNATED AS 3674 IN THE PUBLICATION LIGHT LIST, VOL. 3,
 TU2252'PACIFIC COAST AND PACIFIC ISLANDS, 1976.
 TU2252
 TU2252                          STATION RECOVERY (1978)
 TU2252
 TU2252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2252'THE STATION WAS RECOVERED AS DESCRIBED IN 1976.
 TU2252'
 TU2252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2252'AT HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2163 ***********************************************************************
 TU2163  DESIGNATION -  COCONUT
 TU2163  PID         -  TU2163
 TU2163  STATE/COUNTY-  HI/HAWAII
 TU2163  USGS QUAD   -  PAPAALOA (1980)
 TU2163
 TU2163                         *CURRENT SURVEY CONTROL
 TU2163  ___________________________________________________________________
 TU2163* NAD 83(1993)-  19 54 11.88384(N)    155 08 04.16123(W)     ADJUSTED  
 TU2163* LOCAL TIDAL -                                                        
 TU2163  ___________________________________________________________________
 TU2163  EPOCH DATE  -        1993.62
 TU2163  LAPLACE CORR-         -19.71  (seconds)                    DEFLEC99
 TU2163  GEOID HEIGHT-          17.72  (meters)                     GEOID03
 TU2163
 TU2163  HORZ ORDER  -  THIRD
 TU2163
 TU2163.The horizontal coordinates were established by classical geodetic methods
 TU2163.and adjusted by the National Geodetic Survey in December 1998..
 TU2163.The horizontal coordinates are valid at the epoch date displayed above.
 TU2163.The epoch date for horizontal control is a decimal equivalence
 TU2163.of Year/Month/Day.
 TU2163
 TU2163
 TU2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2163
 TU2163.The geoid height was determined by GEOID03.
 TU2163
 TU2163;                    North         East     Units Scale Factor Converg.
 TU2163;SPC HI 1     -   118,479.330   538,271.865   MT  0.99998476   +0 07 28.0
 TU2163;UTM  05      - 2,202,198.100   276,545.262   MT  1.00021720   -0 43 37.0
 TU2163
 TU2163                          SUPERSEDED SURVEY CONTROL
 TU2163
 TU2163  NAD 83(1986)-  19 54 11.85693(N)    155 08 04.16884(W) AD(       ) 4
 TU2163  OLD HI      -  19 54 22.84700(N)    155 08 14.14100(W) AD(       ) 3
 TU2163
 TU2163.Superseded values are not recommended for survey control.
 TU2163.NGS no longer adjusts projects to the OLD HI datum.
 TU2163.See file dsdata.txt to determine how the superseded data were derived.
 TU2163
 TU2163_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC7654502198(NAD 83)
 TU2163
 TU2163  HISTORY     - Date     Condition        Report By
 TU2163  HISTORY     - 1912     MONUMENTED       CGS
 TU2163  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2163
 TU2163                          STATION DESCRIPTION
 TU2163
 TU2163'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2163'ON EAST COAST OF HAWAII, ABOUT MIDWAY BETWEEN THE HAKALAU GULCH
 TU2163'AND THE NEXT ONE, 1/2 MILE NORTHWEST, AND ABOUT 350 METERS
 TU2163'INSHORE, THE TALLEST OF FOUR PALMS.  IT IS BETWEEN THE SEA AND THE
 TU2163'PUBLIC ROAD AND ABOUT 350 METERS FROM THE LATTER.  THIS MUST NOT
 TU2163'BE CONFUSED WITH ANOTHER GROUP OF COCONUT TREES SEVERAL HUNDRED
 TU2163'FEET FARTHER INLAND.
 TU2163
 TU2163                          STATION RECOVERY (1966)
 TU2163
 TU2163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2163'STATION IS DESTROYED.  THERE IS NOW ONLY 1 COCONUT TREE IN THIS
 TU2163'VICINITY AND A CHECK BY ANGLE INDICATES THAT IT IS NOT THE
 TU2163'CORRECT ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3266 ***********************************************************************
 TU3266  DESIGNATION -  COE 1931
 TU3266  PID         -  TU3266
 TU3266  STATE/COUNTY-  HI/MAUI
 TU3266  USGS QUAD   -  
 TU3266
 TU3266                         *CURRENT SURVEY CONTROL
 TU3266  ___________________________________________________________________
 TU3266* NAD 83(1993)-  20 54 05.83420(N)    157 03 35.81173(W)     ADJUSTED  
 TU3266* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU3266  ___________________________________________________________________
 TU3266  EPOCH DATE  -        1993.62
 TU3266  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 TU3266  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU3266
 TU3266  HORZ ORDER  -  THIRD
 TU3266
 TU3266.The horizontal coordinates were established by classical geodetic methods
 TU3266.and adjusted by the National Geodetic Survey in December 1998..
 TU3266.The horizontal coordinates are valid at the epoch date displayed above.
 TU3266.The epoch date for horizontal control is a decimal equivalence
 TU3266.of Year/Month/Day.
 TU3266
 TU3266.The orthometric height was scaled from a topographic map.
 TU3266
 TU3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3266
 TU3266.The geoid height was determined by GEOID03.
 TU3266
 TU3266;                    North         East     Units Scale Factor Converg.
 TU3266;SPC HI 2     -    62,964.279   459,084.802   MT  0.99998735   -0 08 25.1
 TU3266;UTM  04      - 2,312,478.924   701,788.096   MT  1.00010322   +0 41 32.6
 TU3266
 TU3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3266!SPC HI 2     -   0.99999631  x   0.99998735  =   0.99998366
 TU3266!UTM  04      -   0.99999631  x   1.00010322  =   1.00009953
 TU3266
 TU3266                          SUPERSEDED SURVEY CONTROL
 TU3266
 TU3266  NAD 83(1986)-  20 54 05.79197(N)    157 03 35.77299(W) AD(       ) 3
 TU3266  OLD HI      -  20 54 17.25000(N)    157 03 45.84000(W) AD(       ) 3
 TU3266
 TU3266.Superseded values are not recommended for survey control.
 TU3266.NGS no longer adjusts projects to the OLD HI datum.
 TU3266.See file dsdata.txt to determine how the superseded data were derived.
 TU3266
 TU3266_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0178812479(NAD 83)
 TU3266_MARKER: Z = SEE DESCRIPTION
 TU3266_SETTING: 0 = UNSPECIFIED SETTING
 TU3266
 TU3266  HISTORY     - Date     Condition        Report By
 TU3266  HISTORY     - 1931     MONUMENTED       CGS
 TU3266  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3266
 TU3266                          STATION DESCRIPTION
 TU3266
 TU3266'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3266'STATION IS LOCATED AT KAENAIKI POINT, NW LANAI, ON THE TOP OF A
 TU3266'PROMINENT ROCKY KNOB ABOUT 50 FT. HIGH, AND 100 M. BACK FROM THE
 TU3266'SHORELINE.  IT IS MARKED BY A STANDARD DISK CEMENTED IN A DRILL
 TU3266'HOLE IN THE CENTER OF THE KNOB.
 TU3266
 TU3266                          STATION RECOVERY (1962)
 TU3266
 TU3266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3266'THE SITE WAS VISITED AND A CAIRN WAS RECOVERED BUT NO DISK COULD
 TU3266'BE FOUND.  IT IS BELIEVED THAT THE CORRECT POINT WAS LOCATED BUT
 TU3266'THE MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2529 ***********************************************************************
 TU2529  DESIGNATION -  COFFEE
 TU2529  PID         -  TU2529
 TU2529  STATE/COUNTY-  HI/HAWAII
 TU2529  USGS QUAD   -  HONAUNAU (1996)
 TU2529
 TU2529                         *CURRENT SURVEY CONTROL
 TU2529  ___________________________________________________________________
 TU2529* NAD 83(1993)-  19 28 05.12030(N)    155 54 23.95973(W)     ADJUSTED  
 TU2529* LOCAL TIDAL -                                                        
 TU2529  ___________________________________________________________________
 TU2529  EPOCH DATE  -        1993.62
 TU2529  LAPLACE CORR-          24.70  (seconds)                    DEFLEC99
 TU2529  GEOID HEIGHT-          20.64  (meters)                     GEOID03
 TU2529
 TU2529  HORZ ORDER  -  THIRD
 TU2529
 TU2529.The horizontal coordinates were established by classical geodetic methods
 TU2529.and adjusted by the National Geodetic Survey in December 1998..
 TU2529.The horizontal coordinates are valid at the epoch date displayed above.
 TU2529.The epoch date for horizontal control is a decimal equivalence
 TU2529.of Year/Month/Day.
 TU2529
 TU2529
 TU2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2529
 TU2529.The geoid height was determined by GEOID03.
 TU2529
 TU2529;                    North         East     Units Scale Factor Converg.
 TU2529;SPC HI 1     -    70,311.724   457,304.719   MT  0.99998919   -0 08 07.9
 TU2529;UTM  05      - 2,155,203.123   194,837.898   MT  1.00075126   -0 58 10.2
 TU2529
 TU2529                          SUPERSEDED SURVEY CONTROL
 TU2529
 TU2529  NAD 83(1986)-  19 28 05.11741(N)    155 54 23.99516(W) AD(       ) 4
 TU2529  OLD HI      -  19 28 16.73500(N)    155 54 33.47100(W) AD(       ) 3
 TU2529
 TU2529.Superseded values are not recommended for survey control.
 TU2529.NGS no longer adjusts projects to the OLD HI datum.
 TU2529.See file dsdata.txt to determine how the superseded data were derived.
 TU2529
 TU2529_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9483855203(NAD 83)
 TU2529
 TU2529  HISTORY     - Date     Condition        Report By
 TU2529  HISTORY     - UNK      MONUMENTED
 TU2529  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2529  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2529
 TU2529                          STATION DESCRIPTION
 TU2529
 TU2529'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2529'ON THE WESTERN SHORE OF HAWAII, KONA DISTRICT, ON THE LARGE AND
 TU2529'PROMINENT WHITE BUILDING WITH BRILLIANT RED ROOF, UP ON HIGH LAND
 TU2529'A LITTLE LESS THAN 1 MILE EAST BY SOUTH FROM NAPOOPOO WHARF.  THIS
 TU2529'WAS FORMERLY A PINEAPPLE CANNERY, BUT IS NOW USED BY THE
 TU2529'CAPTAIN COOK COFFEE CO.  STATION IS VERTICAL SHAFT OF CONVEYOR
 TU2529'WHICH STANDS A FEW METERS IN FRONT OF THE SEA END OF THE
 TU2529'BUILDING, OR BETWEEN IT AND THE SEA.  IT HAS A LITTLE RAIN SHED
 TU2529'ON TOP PAINTED RED.  IN 1928 REPORTED THAT ANOTHER CONVEYOR
 TU2529'HAD BEEN BUILT, ON THE NORTH SIDE OF THE BUILDING.  THAT IT
 TU2529'WAS A LITTLE HIGHER THAN THE FIRST ONE, BUT UNPAINTED,
 TU2529'AND THAT THE FIRST ONE (STATION) WAS EASILY DISTINGUISHED.
 TU2529
 TU2529                          STATION RECOVERY (1968)
 TU2529
 TU2529'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2529'STATION IS GONE.  THERE IS NOW A CATTLE COMPANY FEEDLOT BUILDING
 TU2529'HERE, AND SOME NEWER BUILDINGS OF A COFFEE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3134 ***********************************************************************
 TU3134  DESIGNATION -  CONE
 TU3134  PID         -  TU3134
 TU3134  STATE/COUNTY-  HI/MAUI
 TU3134  USGS QUAD   -  
 TU3134
 TU3134                         *CURRENT SURVEY CONTROL
 TU3134  ___________________________________________________________________
 TU3134* NAD 83(1993)-  20 34 09.93294(N)    156 32 14.81216(W)     ADJUSTED  
 TU3134* LOCAL TIDAL -                                                        
 TU3134  ___________________________________________________________________
 TU3134  EPOCH DATE  -        1993.62
 TU3134  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 TU3134  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU3134
 TU3134  HORZ ORDER  -  THIRD
 TU3134
 TU3134.The horizontal coordinates were established by classical geodetic methods
 TU3134.and adjusted by the National Geodetic Survey in December 1998..
 TU3134.The horizontal coordinates are valid at the epoch date displayed above.
 TU3134.The epoch date for horizontal control is a decimal equivalence
 TU3134.of Year/Month/Day.
 TU3134
 TU3134
 TU3134.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3134
 TU3134.The geoid height was determined by GEOID03.
 TU3134
 TU3134;                    North         East     Units Scale Factor Converg.
 TU3134;SPC HI 2     -    26,142.260   513,472.646   MT  0.99996891   +0 02 43.4
 TU3134;UTM  04      - 2,276,435.127   756,716.823   MT  1.00041456   +0 51 56.4
 TU3134
 TU3134                          SUPERSEDED SURVEY CONTROL
 TU3134
 TU3134  NAD 83(1986)-  20 34 09.91469(N)    156 32 14.79555(W) AD(       ) 4
 TU3134  OLD HI      -  20 34 21.33200(N)    156 32 24.94500(W) AD(       ) 3
 TU3134
 TU3134.Superseded values are not recommended for survey control.
 TU3134.NGS no longer adjusts projects to the OLD HI datum.
 TU3134.See file dsdata.txt to determine how the superseded data were derived.
 TU3134
 TU3134_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5671776435(NAD 83)
 TU3134
 TU3134  HISTORY     - Date     Condition        Report By
 TU3134  HISTORY     - UNK      MONUMENTED
 TU3134  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3134
 TU3134                          STATION DESCRIPTION
 TU3134
 TU3134'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3134'STATION IS A SMALL, SHARP, DETACHED ROCK AT THE FOOT OF A HIGH
 TU3134'BLUFF AT ULE POINT, ON THE E SIDE OF KAHOOLAWE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2389 ***********************************************************************
 TU2389  DESIGNATION -  CONE PEAK
 TU2389  PID         -  TU2389
 TU2389  STATE/COUNTY-  HI/HAWAII
 TU2389  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2389
 TU2389                         *CURRENT SURVEY CONTROL
 TU2389  ___________________________________________________________________
 TU2389* NAD 83(1993)-  19 23 29.54607(N)    155 18 24.67210(W)     ADJUSTED  
 TU2389* LOCAL TIDAL -      1113.33   (meters)    3652.7    (feet)  LEVELING  
 TU2389  ___________________________________________________________________
 TU2389  EPOCH DATE  -        1993.62
 TU2389  LAPLACE CORR-         -12.15  (seconds)                    DEFLEC99
 TU2389  GEOID HEIGHT-          22.85  (meters)                     GEOID03
 TU2389
 TU2389  HORZ ORDER  -  FIRST
 TU2389  VERT ORDER  -  THIRD
 TU2389
 TU2389.The horizontal coordinates were established by classical geodetic methods
 TU2389.and adjusted by the National Geodetic Survey in December 1998..
 TU2389.The horizontal coordinates are valid at the epoch date displayed above.
 TU2389.The epoch date for horizontal control is a decimal equivalence
 TU2389.of Year/Month/Day.
 TU2389
 TU2389.The orthometric height was determined by differential leveling.
 TU2389.The vertical network tie was performed by a horz. field party for horz.
 TU2389.obs reductions. Reset procedures were used to establish the elevation.
 TU2389
 TU2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2389
 TU2389.The geoid height was determined by GEOID03.
 TU2389
 TU2389;                    North         East     Units Scale Factor Converg.
 TU2389;SPC HI 1     -    61,799.165   520,288.112   MT  0.99997175   +0 03 50.9
 TU2389;UTM  05      - 2,145,771.440   257,726.084   MT  1.00032560   -0 45 58.7
 TU2389
 TU2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2389!SPC HI 1     -   0.99982143  x   0.99997175  =   0.99979318
 TU2389!UTM  05      -   0.99982143  x   1.00032560  =   1.00014697
 TU2389
 TU2389:                Primary Azimuth Mark                     Grid Az
 TU2389:SPC HI 1     -  PALI                                     020 28 42.5
 TU2389:UTM  05      -  PALI                                     021 18 32.1
 TU2389
 TU2389|---------------------------------------------------------------------|
 TU2389| PID    Reference Object                     Distance      Geod. Az  |
 TU2389|                                                           dddmmss.s |
 TU2389| TU2388 PALI                                APPROX. 1.2 KM 0203233.4 |
 TU2389|---------------------------------------------------------------------|
 TU2389
 TU2389                          SUPERSEDED SURVEY CONTROL
 TU2389
 TU2389  NAD 83(1986)-  19 23 29.54359(N)    155 18 24.73256(W) AD(       ) 1
 TU2389  OLD HI      -  19 23 41.43700(N)    155 18 34.69500(W) AD(       ) 1
 TU2389
 TU2389.Superseded values are not recommended for survey control.
 TU2389.NGS no longer adjusts projects to the OLD HI datum.
 TU2389.See file dsdata.txt to determine how the superseded data were derived.
 TU2389
 TU2389_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5772645771(NAD 83)
 TU2389_MARKER: DS = TRIANGULATION STATION DISK
 TU2389_SETTING: 66 = SET IN ROCK OUTCROP
 TU2389_SP_SET: ROCK OUTCROP
 TU2389_STAMPING: CONE PEAK 3653
 TU2389_MARK LOGO: USGS  
 TU2389_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2389+STABILITY: POSITION/ELEVATION WELL
 TU2389
 TU2389  HISTORY     - Date     Condition        Report By
 TU2389  HISTORY     - UNK      MONUMENTED       USGS
 TU2389  HISTORY     - 1920     GOOD             USGS
 TU2389  HISTORY     - 19580606 GOOD             USGS
 TU2389  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2389
 TU2389                          STATION DESCRIPTION
 TU2389
 TU2389'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2389'IN SOUTHEAST HAWAII, 4 MILES SOUTHWEST OF VOLCANO HOUSE, ON
 TU2389'HIGHEST POINT OF ROCK RIDGE.  OLD MARK OF IRON SPIKE DRIVEN IN
 TU2389'LAVA ROCK REPLACED BY BRONZE TABLET STAMPED 3653, AND COVERED
 TU2389'BY MOUND OF ROCK.
 TU2389
 TU2389                          STATION RECOVERY (1958)
 TU2389
 TU2389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2389'2.4 MI (3.9 KM) SW OF HAWAIIAN VOLCANO OBSERVATORY, 4.0 MI (6.4 KM)
 TU2389'SW OF VOLCANO HOUSE, ON HIGHEST POINT OF ROCK RIDGE, IN LAVA ROCK,
 TU2389'STANDARD TABLET.
 TU2389
 TU2389                          STATION RECOVERY (1967)
 TU2389
 TU2389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2389'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2389'DESCRIPTION FOLLOWS--
 TU2389'
 TU2389'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK,
 TU2389'ABOUT 4 MILES SOUTHWEST OF THE PARK HEADQUARTERS BUILDING, 1.1
 TU2389'MILES SOUTHWEST OF THE CRATER RIM ROAD, AND 1700 FEET SOUTHEAST
 TU2389'OF THE KAU DESERT TRAIL, AT ABOUT 3653 FEET ELEVATION, ON THE
 TU2389'HIGHEST POINT OF THE ROCKY RIMS AROUND SOME OLD VOLCANIC CONES.
 TU2389'
 TU2389'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2389'HEADQUARTERS BUILDING, GO WEST AND SOUTHWEST ON THE CRATER RIM
 TU2389'ROAD FOR 3.7 MILES TO END OF TRUCK TRAVEL WHERE THE CRATER RIM
 TU2389'ROAD REACHES ITS WESTERNMOST POINT BEFORE TURNING BACK TO
 TU2389'SOUTHEAST.  WALK NORTHWEST ABOUT 100 YARDS TO TOP OF LOW RIDGE
 TU2389'AND THE KAU DESERT TRAIL.  GO LEFT, SOUTHWEST, ON THE
 TU2389'WELL-MARKED TRAIL FOR ABOUT 1-1/4 MILES, THEN LEAVE TRAIL AND
 TU2389'GO SOUTHEAST, ACROSS LAVA AREA, TO STATION.
 TU2389'
 TU2389'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED CONE
 TU2389'PEAK, CEMENTED IN A DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2171 ***********************************************************************
 TU2171  DESIGNATION -  COOK RESET
 TU2171  PID         -  TU2171
 TU2171  STATE/COUNTY-  HI/HAWAII
 TU2171  USGS QUAD   -  PAPAALOA (1980)
 TU2171
 TU2171                         *CURRENT SURVEY CONTROL
 TU2171  ___________________________________________________________________
 TU2171* NAD 83(1993)-  19 54 50.79720(N)    155 11 10.20677(W)     ADJUSTED  
 TU2171* LOCAL TIDAL -       438.5    (meters)    1439.     (feet)  VERT ANG  
 TU2171  ___________________________________________________________________
 TU2171  EPOCH DATE  -        1993.62
 TU2171  LAPLACE CORR-         -19.81  (seconds)                    DEFLEC99
 TU2171  GEOID HEIGHT-          18.93  (meters)                     GEOID03
 TU2171
 TU2171  HORZ ORDER  -  THIRD
 TU2171
 TU2171.The horizontal coordinates were established by classical geodetic methods
 TU2171.and adjusted by the National Geodetic Survey in December 1998..
 TU2171.The horizontal coordinates are valid at the epoch date displayed above.
 TU2171.The epoch date for horizontal control is a decimal equivalence
 TU2171.of Year/Month/Day.
 TU2171
 TU2171.The orthometric height was determined by vertical angle observations.
 TU2171
 TU2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2171
 TU2171.The geoid height was determined by GEOID03.
 TU2171
 TU2171;                    North         East     Units Scale Factor Converg.
 TU2171;SPC HI 1     -   119,665.003   532,858.355   MT  0.99998001   +0 06 24.8
 TU2171;UTM  05      - 2,203,464.420   271,148.625   MT  1.00024737   -0 44 41.9
 TU2171
 TU2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2171!SPC HI 1     -   0.99992810  x   0.99998001  =   0.99990811
 TU2171!UTM  05      -   0.99992810  x   1.00024737  =   1.00017545
 TU2171
 TU2171:                Primary Azimuth Mark                     Grid Az
 TU2171:SPC HI 1     -  HAIKU RESET                              034 16 49.6
 TU2171:UTM  05      -  HAIKU RESET                              035 07 56.3
 TU2171
 TU2171|---------------------------------------------------------------------|
 TU2171| PID    Reference Object                     Distance      Geod. Az  |
 TU2171|                                                           dddmmss.s |
 TU2171| TU2168 HAIKU RESET                         APPROX. 2.3 KM 0342314.4 |
 TU2171| CN5109 COOK RM 1                             9.055 METERS 11900     |
 TU2171| CN5110 COOK RM 2                             7.530 METERS 22340     |
 TU2171| TU2173 TOLEDO                              110.549 METERS 28411     |
 TU2171|---------------------------------------------------------------------|
 TU2171
 TU2171                          SUPERSEDED SURVEY CONTROL
 TU2171
 TU2171  NAD 83(1986)-  19 54 50.77016(N)    155 11 10.21603(W) AD(       ) 3
 TU2171  OLD HI      -  19 55 01.76400(N)    155 11 20.19500(W) AD(       ) 3
 TU2171
 TU2171.Superseded values are not recommended for survey control.
 TU2171.NGS no longer adjusts projects to the OLD HI datum.
 TU2171.See file dsdata.txt to determine how the superseded data were derived.
 TU2171
 TU2171_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC7114903464(NAD 83)
 TU2171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2171
 TU2171  HISTORY     - Date     Condition        Report By
 TU2171  HISTORY     - 1949     MONUMENTED       HIGS
 TU2171  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2171
 TU2171                          STATION DESCRIPTION
 TU2171
 TU2171'DESCRIBED BY HAWAII GEODETIC SURVEY 1949 (CTH)
 TU2171'LOCATED ON THE EASTERN SIDE OF HAWAII, NORTH HILO DISTRICT, ABOUT
 TU2171'15 MILES, AIRLINE, NORTHWEST OF HILO AND ABOUT 2.5 MILES INSHORE
 TU2171'FROM THE COAST, ON THE LAND OF PIHA.  ON A PROMINENT LOW HUMP IN
 TU2171'OPEN PASTURE LAND ABOUT 0.25 MILES ABOVE THE CANE FIELDS, ON THE
 TU2171'SOUTH BANK OF WAIKAUMALO STREAM.
 TU2171'
 TU2171'ORIGINAL STATION ESTABLISHED BY THE HAWAIIAN GOVERNMENT SURVEY
 TU2171'WAS A THREE INCH IRON PIPE SET IN A CONCRETE BLOCK.  THIS WAS
 TU2171'REMARKED IN 1949 WITH A STANDARD DISK SET IN A SQUARE TOPPED
 TU2171'CONCRETE POST THAT PROJECTS SIX INCHES ABOVE THE GROUND.  STAMPED
 TU2171'COOK H G S 1949.
 TU2171'
 TU2171'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND ABOUT 3 FEET LOWER
 TU2171'IN ELEVATION.  A STANDARD DISK SET IN A SQUARE TOPPED CONCRETE
 TU2171'POST THAT PROJECTS SIX INCHES ABOVE THE GROUND.  STAMPED COOK H G S
 TU2171'NO 1 1949.
 TU2171'
 TU2171'REFERENCE MARK NO. 2 IS SOUTH SOUTHWEST OF THE STATION AND ABOUT
 TU2171'THE SAME ELEVATION.  A STANDARD DISK SET IN A SQUARE TOPPED CONCRETE
 TU2171'POST THAT PROJECTS SIX INCHES ABOVE THE GROUND.  STAMPED COOK H G S
 TU2171'NO 2 1949.
 TU2171'
 TU2171'TO REACH FROM THE POST OFFICE IN HILO.  GO NORTHERLY ON COAST
 TU2171'HIGHWAY FOR 18.3 MILES TO THE HONOHINA PLANTATION STORE, CONTINUE
 TU2171'AHEAD FOR 1.1 MILES TO TWO SMALL SHACKS ON RIGHT.  TURN LEFT
 TU2171'THROUGH A DEEP CUT AND FOLLOW CANE ROAD UP STEEP HILL FOR 1.6
 TU2171'MILES TO A T INTERSECTION.  TURN RIGHT AND GO NORTHWESTERLY FOR
 TU2171'ABOUT 0.3 MILES TO A DIM TRACK ROAD ON LEFT.  FROM HERE PACK
 TU2171'SOUTHWESTERLY THROUGH CANE FIELD TO TOP OF RIDGE, ABOUT 0.3
 TU2171'MILES, AND STATION.
 TU2171
 TU2171                          STATION RECOVERY (1966)
 TU2171
 TU2171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2171'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2171'COMPLETE DESCRIPTION FOLLOWS--
 TU2171'
 TU2171'STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF HAKALAU AND
 TU2171'2 MILES WEST-SOUTHWEST OF HONOHINA VILLAGE, ALONG THE SOUTH SIDE OF
 TU2171'WAIKAUMALO STREAM, ON A KNOLL IN OPEN, GRASSY PASTURE LAND AT 1439
 TU2171'FEET EVELATION.  IT IS ABOUT 200 YARDS SOUTHWEST OF A ROW OF LARGE
 TU2171'EUCALYPTUS TREES AND 1/4-MILE WEST-NORTHWEST OF A RADIO MAST
 TU2171'WHICH SETS IN THE FIRST CANE FIELD ACROSS GULCH EAST OF STATION.
 TU2171'
 TU2171'TO REACH STATION FROM THE POST OFFICE AT NINOLE, GO NORTHWEST ON
 TU2171'THE HIGHWAY FOR 0.05 MILE.  TURN LEFT INTO DEEP CUT AND FOLLOW CANE
 TU2171'ROAD UP STEEP HILL FOR 0.5 MILE TO PAVED CROSSROAD.  KEEP AHEAD FOR
 TU2171'0.15 MILE TO STATION HAIKU ON LEFT.  CONTINUE AHEAD FOR 0.05 MILE
 TU2171'TO FORK.  TAKE RIGHT FORK AND GO 0.25 MILE TO CROSSROAD.
 TU2171'CONTINUE AHEAD FOR 0.65 MILE TO T-INTERSECTION.  TURN LEFT AND GO
 TU2171'0.4 MILE TO DIM SIDE ROAD RIGHT, JUST AFTER WINDING UP OUT OF A
 TU2171'GULCH CROSSING.  TURN SHARP RIGHT AND GO 0.05 MILE TO
 TU2171'LOCKED BOARD GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK
 TU2171'ROAD FOR 0.4 MILE TO END OF ROAD AT SECOND LOCKED GATE, AT THE
 TU2171'LARGE TREE ROW.  PACK SOUTHWEST ABOUT 200 YARDS TO STATION,
 TU2171'CROSSING 2 FENCE LINES ON THE WAY.  NOTE--KEY FOR LOCKED GATE
 TU2171'WAS OBTAINED AT THE NINOLE STORE.  A 4-WHEEL-DRIVE VEHICLE IS
 TU2171'NEEDED FOR LAST 0.4 MILE.
 TU2171'
 TU2171'STATION MARK IS A STANDARD DISK STAMPED COOK HGS 1949, SET IN THE
 TU2171'TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 TU2171'INCHES.  IT IS 98 FEET NORTHEAST OF A 20-FOOT LEHUA TREE WHICH HAS
 TU2171'A HUGE, GNARLED BASE AND TO WHICH A FENCE LINE IS FASTENED, AND
 TU2171'125 FEET SOUTHWEST OF ANOTHER FENCE LINE.  STATION TOLEDO 1949 IS
 TU2171'ACROSS WAIKAUMALO GULCH FROM STATION.
 TU2171'
 TU2171'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COOK HGS NO 1
 TU2171'1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU2171'PROJECTS 2 INCHES.  IT IS DIRECTLY ON LINE WITH THE RADIO TOWER AND
 TU2171'ABOUT 2 FEET LOWER THAN STATION MARK.
 TU2171'
 TU2171'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COOK HGS NO 2
 TU2171'1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU2171'PROJECTS 2 INCHES.  IT IS 73 FEET NORTHEAST OF A FENCE LINE AND
 TU2171'ABOUT 1 FOOT HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1108 ***********************************************************************
 TU1108  DESIGNATION -  COOLIDGE
 TU1108  PID         -  TU1108
 TU1108  STATE/COUNTY-  HI/HONOLULU
 TU1108  USGS QUAD   -  KANEOHE (1983)
 TU1108
 TU1108                         *CURRENT SURVEY CONTROL
 TU1108  ___________________________________________________________________
 TU1108* NAD 83(1993)-  21 24 19.96590(N)    157 48 32.69228(W)     ADJUSTED  
 TU1108* LOCAL TIDAL -        87.     (meters)     285.     (feet)  SCALED    
 TU1108  ___________________________________________________________________
 TU1108  EPOCH DATE  -        1993.62
 TU1108  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 TU1108  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU1108
 TU1108  HORZ ORDER  -  THIRD
 TU1108
 TU1108.The horizontal coordinates were established by classical geodetic methods
 TU1108.and adjusted by the National Geodetic Survey in December 1998..
 TU1108.The horizontal coordinates are valid at the epoch date displayed above.
 TU1108.The epoch date for horizontal control is a decimal equivalence
 TU1108.of Year/Month/Day.
 TU1108
 TU1108.The orthometric height was scaled from a topographic map.
 TU1108
 TU1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1108
 TU1108.The geoid height was determined by GEOID03.
 TU1108
 TU1108;                    North         East     Units Scale Factor Converg.
 TU1108;SPC HI 3     -    26,460.685   519,795.621   MT  0.99999484   +0 04 10.8
 TU1108;UTM  04      - 2,367,499.863   623,439.931   MT  0.99978829   +0 26 04.9
 TU1108
 TU1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1108!SPC HI 3     -   0.99998380  x   0.99999484  =   0.99997864
 TU1108!UTM  04      -   0.99998380  x   0.99978829  =   0.99977209
 TU1108
 TU1108:                Primary Azimuth Mark                     Grid Az
 TU1108:SPC HI 3     -  OHULEHULE 1875                           329 49 08.0
 TU1108:UTM  04      -  OHULEHULE 1875                           329 27 13.9
 TU1108
 TU1108|---------------------------------------------------------------------|
 TU1108| PID    Reference Object                     Distance      Geod. Az  |
 TU1108|                                                           dddmmss.s |
 TU1108| TU1465 OHULEHULE 1875                      APPROX.13.7 KM 3295318.8 |
 TU1108|---------------------------------------------------------------------|
 TU1108
 TU1108                          SUPERSEDED SURVEY CONTROL
 TU1108
 TU1108  NAD 83(1986)-  21 24 19.91565(N)    157 48 32.70066(W) AD(       ) 3
 TU1108  OLD HI      -  21 24 31.32100(N)    157 48 42.58100(W) AD(       ) 3
 TU1108
 TU1108.Superseded values are not recommended for survey control.
 TU1108.NGS no longer adjusts projects to the OLD HI datum.
 TU1108.See file dsdata.txt to determine how the superseded data were derived.
 TU1108
 TU1108_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2344067500(NAD 83)
 TU1108
 TU1108  HISTORY     - Date     Condition        Report By
 TU1108  HISTORY     - UNK      MONUMENTED
 TU1108  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1108
 TU1108                          STATION DESCRIPTION
 TU1108
 TU1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1108'A TYPE C SIGNAL ESTABLISHED BY THE HAWAII TERRITORIAL SURVEY WAS
 TU1108'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1108'
 TU1108'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE CENTER OF KANOEHE
 TU1108'AND 1/4 MILE NORTHWEST OF LIKELIKE HIGHWAY, AT ABOUT 284 FEET
 TU1108'ELEVATION ON THE SOUTH END OF A TREE-COVERED RIDGE OVERLOOKING THE
 TU1108'STATE HOSPITAL GROUNDS TO THE WEST, AND ABOVE A GREEN WATER
 TU1108'RESERVOIR.
 TU1108'
 TU1108'TO REACH STATION FROM THE FIRE STATION IN KANEOHE, GO WEST ON
 TU1108'PELAKA RD. FOR 0.4 MILE.  GO LEFT ON KAPUNAHALA RD. FOR 0.1
 TU1108'MILE.  GO LEFT ON KANEKE ST. FOR 0.25 MILE.  GO RIGHT ON KULUKEOE
 TU1108'ST. FOR 0.2 MILE TO LOCKED GATE AT DRIVE TO RESERVOIR ON
 TU1108'RIGHT.  GO UP THIS ROAD FOR 0.1 MILE TO END OF ROAD.  WALK UP
 TU1108'SLOPE ABOUT 100 YARDS, THEN GO LEFT ALONG TOP OF RIDGE ABOUT 130
 TU1108'YARDS TO STATION.
 TU1108'
 TU1108'STATION IS CENTER OF 2-1/2-INCH PIPE THAT PROJECTS 2 FEET FROM
 TU1108'THE CENTER OF A 5-FOOT-SQUARE CONCRETE PLATFORM FLUSH WITH
 TU1108'GROUND.  IT IS 17 FEET EAST OF A JOG IN FENCE LINE AND 25 YARDS
 TU1108'SOUTH OF A GROVE OF LARGE EUCALYPTUS TREES.  A RED AND WHITE,
 TU1108'REMOVABLE, METAL TARGET IS SET INTO THE PIPE AND EXTENDS 7 FEET
 TU1108'ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2051 ***********************************************************************
 TU2051  DESIGNATION -  CORAL
 TU2051  PID         -  TU2051
 TU2051  STATE/COUNTY-  HI/KAUAI
 TU2051  USGS QUAD   -  KEKAHA (1983)
 TU2051
 TU2051                         *CURRENT SURVEY CONTROL
 TU2051  ___________________________________________________________________
 TU2051* NAD 83(1993)-  22 00 55.25207(N)    159 47 05.17124(W)     ADJUSTED  
 TU2051* LOCAL TIDAL -         6.0    (meters)      20.     (feet)  VERT ANG  
 TU2051  ___________________________________________________________________
 TU2051  EPOCH DATE  -        1993.62
 TU2051  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 TU2051  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2051
 TU2051  HORZ ORDER  -  THIRD
 TU2051
 TU2051.The horizontal coordinates were established by classical geodetic methods
 TU2051.and adjusted by the National Geodetic Survey in December 1998..
 TU2051.The horizontal coordinates are valid at the epoch date displayed above.
 TU2051.The epoch date for horizontal control is a decimal equivalence
 TU2051.of Year/Month/Day.
 TU2051
 TU2051.The orthometric height was determined by vertical angle observations.
 TU2051
 TU2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2051
 TU2051.The geoid height was determined by GEOID03.
 TU2051
 TU2051;                    North         East     Units Scale Factor Converg.
 TU2051;SPC HI 4     -    20,181.514   470,597.431   MT  1.00000068   -0 06 24.3
 TU2051;UTM  04      - 2,434,733.688   419,002.285   MT  0.99968106   -0 17 39.1
 TU2051
 TU2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2051!SPC HI 4     -   0.99999652  x   1.00000068  =   0.99999720
 TU2051!UTM  04      -   0.99999652  x   0.99968106  =   0.99967758
 TU2051
 TU2051|---------------------------------------------------------------------|
 TU2051| PID    Reference Object                     Distance      Geod. Az  |
 TU2051|                                                           dddmmss.s |
 TU2051| CJ9419 CORAL RM 3                           15.802 METERS 03027     |
 TU2051| CJ9418 CORAL RM 2                           13.612 METERS 09222     |
 TU2051| CJ9420 CORAL RM 4                           16.220 METERS 11100     |
 TU2051| TU1868 KEKAHA AR TRAINING STA RAD MST      APPROX. 4.4 KM 1414716.1 |
 TU2051| CJ9417 CORAL RM 1                           17.350 METERS 15010     |
 TU2051|---------------------------------------------------------------------|
 TU2051
 TU2051                          SUPERSEDED SURVEY CONTROL
 TU2051
 TU2051  NAD 83(1986)-  22 00 55.21640(N)    159 47 05.19684(W) AD(       ) 3
 TU2051  OLD HI      -  22 01 06.49600(N)    159 47 15.23400(W) AD(       ) 3
 TU2051
 TU2051.Superseded values are not recommended for survey control.
 TU2051.NGS no longer adjusts projects to the OLD HI datum.
 TU2051.See file dsdata.txt to determine how the superseded data were derived.
 TU2051
 TU2051_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1900234734(NAD 83)
 TU2051_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2051_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2051
 TU2051  HISTORY     - Date     Condition        Report By
 TU2051  HISTORY     - 1927     MONUMENTED       CGS
 TU2051  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2051  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2051  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2051  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2051  HISTORY     - 1980     SEE DESCRIPTION  USGS
 TU2051  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2051
 TU2051                          STATION DESCRIPTION
 TU2051
 TU2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2051'ON SOUTHWEST COAST OF KAUAI, IN WAIELI, ON A SANDY HEADLAND ABOUT
 TU2051'240 FEET NORTHWEST OF TWO ABANDONED CONCRETE FOOTINGS PROJECTING
 TU2051'INTO THE SEA, AND ABOUT 200 METERS NORTHWEST OF THE MOUTH OF
 TU2051'AN IRRIGATION CANAL.  IT IS BEST REACHED BY TAKING THE ROAD TO
 TU2051'BARKING SANDS, AND WHEN THE SHORE IS APPROACHED TURNING
 TU2051'SOUTH.  THE ROAD CROSSES THE DITCH AT WAIELI ABOUT 500 METERS
 TU2051'INSHORE FROM THIS STATION.  STATION IS SET IN A MASS OF ROCKS
 TU2051'AND CONCRETE PROJECTING 1 FOOT ABOVE THE GROUND, ABOUT 6
 TU2051'FEET ABOVE MEAN SEA LEVEL, AND 24.3 METERS INSHORE FROM MEAN
 TU2051'HIGH WATER.  MARKED ACCORDING TO NOTE 1C, A STANDARD DISK IN
 TU2051'IRREGULAR MASS OF CONCRETE.  TWO REFERENCE MARKS, STANDARD
 TU2051'REFERENCE DISKS IN IRREGULAR MASSES OF CONCRETE, NOTE 11C,
 TU2051'WERE SET AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU2051'STATION.  NO. 1, 17.350 METERS (56.92 FEET), 330 DEG 04
 TU2051'MIN.  NO. 2, 13.612 METERS (44.66 FEET), 272 DEG 22
 TU2051'MIN.  THE AZIMUTH OF A TALL IRONWOOD TREE ABOUT 1/4 MILE
 TU2051'DISTANT IS 266 DEG 24 MIN.
 TU2051
 TU2051                          STATION RECOVERY (1961)
 TU2051
 TU2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU2051'STATION NOT OCCUPIED.
 TU2051'
 TU2051'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 TU2051'CONDITION.  AN EXTENSIVE SEARCH WAS MADE FOR REFERENCE MARKS 1 AND
 TU2051'2, BUT NEITHER COULD BE FOUND.
 TU2051'
 TU2051'THE STATION IS ABOUT 1 MILE SOUTH OF THE CONTROL TOWER AT BONHAM
 TU2051'AIR FORCE BASE, 150 YARDS WEST OF THE EAST EDGE OF A LANDING STRIP
 TU2051'AND ON A SMALL SANDY RIDGE.
 TU2051
 TU2051                          STATION RECOVERY (1964)
 TU2051
 TU2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2051'THE STATION WAS NOT OCCUPIED AT THIS DATE.
 TU2051'
 TU2051'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 TU2051'REFERENCE MARKS WERE SEARCHED FOR, BUT WERE NOT RECOVERED, AND ARE
 TU2051'BELIEVED TO BE DESTROYED.  A COMPLETE DESCRIPTION FOLLOWS.
 TU2051'
 TU2051'THE STATION IS LOCATED, AIRLINE, ABOUT 8.5 MILES NORTHWEST OF
 TU2051'WAIMEA AND 1.5 MILES SOUTHWEST OF OLD MANA VILLAGE, ON THE WEST TIP
 TU2051'OF KAUAI ISLAND, ON THE IOW, SAND RIDGE ALONG THE SHORELINE AND AT
 TU2051'THE SOUTH END OF BONHAM AUXILIARY LANDING FIELD RUNWAY.
 TU2051'
 TU2051'TO REACH THE STATION FROM THE CONTROL TOWER ON BONHAM AUXILIARY
 TU2051'LANDING FIELD, GO WEST, CROSSING THE RUNWAY, FOR 0.2 MILE, TURN
 TU2051'LEFT AND FOLLOW GOOD TRACK ROAD SOUTHERLY, BETWEEN SHORE AND
 TU2051'RUNWAY, FOR 1.0 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO
 TU2051'WEST FOR 50 YARDS TO TOP OF RISE AND STATION.
 TU2051'
 TU2051'THE STATION MARK, A STANDARD DISK STAMPED CORAL 1927, IS
 TU2051'CEMENTED IN A DRILL HOLE IN A SANDSTONE ROCK THAT PROJECTS 2
 TU2051'INCHES ABOVE THE GROUND.  THERE IS AN 8-INCH CYLINORICAL
 TU2051'COATING OF CEMENT AROUND THE DISK WHICH GIVES THE APPEARANCE
 TU2051'OF A CONCRETE POST.  IT IS 22 FEET EAST OF THE SAND BANK, 15
 TU2051'FEET WEST OF THE CENTER LINE OF OLD BEACH ROAD, 95 FEET WEST
 TU2051'OF THE EDGE OF THE RUNWAY, 55 YARDS WEST OF THE GOOD ROAD AND
 TU2051'ABOUT 150 YARDS NORTHWEST OF THE SOUTH OF THE RUNWAY.
 TU2051
 TU2051                          STATION RECOVERY (1964)
 TU2051
 TU2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU2051'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 TU2051'REFERENCE MARKS WERE SEARCHED FOR BY DISTANCE AND ANGLE, BUT
 TU2051'WERE NOT RECOVERED, AND ARE BELIEVED TO BE DESTROYED.  A
 TU2051'COMPLETE DESCRIPTION FOLLOWS--
 TU2051'
 TU2051'STATION IS LOCATED, AIRLINE, ABOUT 8-1/2 MILES NORTHWEST OF WAIMEA
 TU2051'VILLAGE AND 1-1/2 MILES SOUTHWEST OF OLD MANA VILLAGE.  ON THE WEST
 TU2051'TIP OF KAUAI, ON THE LOW, SAND RIDGE ALONG THE SHORELINE, AT THE
 TU2051'SOUTH END OF BONHAM AIRFIELD.
 TU2051'
 TU2051'TO REACH STATION FROM THE CONTROL TOWER ON BONHAM AIRFIELD, GO
 TU2051'WEST, CROSSING THE RUNWAY, FOR 0.2 MILE.  TURN LEFT AND FOLLOW
 TU2051'GOOD TRACK ROAD SOUTHERLY, BETWEEN SHORE AND RUNWAY, FOR 1.0
 TU2051'MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 50 YARDS
 TU2051'TO TOP OF RISE AND STATION.
 TU2051'
 TU2051'STATION MARK IS A STANDARD DISK STAMPED CORAL 1927, CEMENTED IN
 TU2051'A DRILL HOLE IN A SANDSTONE ROCK THAT PROJECTS ABOUT 2 INCHES
 TU2051'ABOVE THE SAND.  THERE IS AN 8-INCH-DIAMETER COATING OF
 TU2051'CEMENT AROUND THE DISK WHICH GIVES THE APPEARANCE OF A CONCRETE
 TU2051'POST.  THE MARK IS 22 FEET EAST OF THE SAND BANK, 15 FEET WEST
 TU2051'OF CENTER LINE OF OLD BEACH ROAD, 55 YARDS WEST OF GOOD TRACK
 TU2051'ROAD, 90 YARDS WEST OF EDGE OF RUNWAY AND ABOUT 150 YARDS
 TU2051'NORTHWEST OF SOUTH END OF THE RUNWAY.
 TU2051
 TU2051                          STATION RECOVERY (1966)
 TU2051
 TU2051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2051'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH OLD REFERENCE
 TU2051'MARKS HAVE BEEN DESTROYED.  TWO NEW REFERENCE MARKS, NUMBERS
 TU2051'THREE AND FOUR, WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU2051'FOLLOWS--
 TU2051'
 TU2051'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF WAIMEA VILLAGE
 TU2051'AND 1-1/2 MILES SOUTHWEST OF MANA VILLAGE, ON THE WEST TIP OF
 TU2051'KAUAI, AT THE SOUTH END OF BONHAM AUXILIARY LANDING FIELD, ON LOW,
 TU2051'SAND RIDGE ALONG SHORELINE.
 TU2051'
 TU2051'TO REACH STATION FROM THE GUARD STATION AT ENTRANCE TO BONHAM
 TU2051'AUXILIARY LANDING FIELD, GO SOUTH ON MACADAM ROAD FOR 0.85
 TU2051'MILE TO PMR OFFICE ON RIGHT.  CONTINUE SOUTH FOR 0.7 MILE TO A
 TU2051'TRACK SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST 0.1 MILE TO
 TU2051'EDGE OF AIRFIELD.  GO 0.15 MILE, PASSING AROUND END OF RUNWAY,
 TU2051'TO BASE OF SAND RIDGE AT SOUTHWEST CORNER OF THE RUNWAY.  BEAR
 TU2051'RIGHT, UP ONTO RIDGE, AND GO NORTHERLY ON TRACK ROAD FOR 0.1
 TU2051'MILE TO STATION ON LEFT.
 TU2051'
 TU2051'STATION MARK IS A STANDARD DISK STAMPED CORAL 1927, CEMENTED
 TU2051'IN A DRILL HOLE IN A 10-INCH-SQUARE OUTCROPPING SANDSTONE ROCK
 TU2051'THAT PROJECTS 2 INCHES.  A CAPPING OF CEMENT ON TOP OF THE
 TU2051'ROCK GIVES IT THE APPEARANCE OF A CONCRETE MONUMENT.  STATION
 TU2051'IS 21 FEET EAST OF THE EDGE OF THE GRASSY SAND BANK, 27 FEET WEST
 TU2051'OF CENTER LINE OF TRACK ROAD, 90 YARDS WEST OF EDGE OF RUNWAY,
 TU2051'AND ABOUT 150 YARDS NORTH OF A CONCRETE BUNKER AT POINT OF
 TU2051'COVE.
 TU2051'
 TU2051'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CORAL
 TU2051'1927 NO 3 1966, SET IN THE TOP OF A CONCRETE FILLED, 4-INCH,
 TU2051'CAST-IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 3 INCHES.  IT
 TU2051'IS 13 FEET EAST OF CENTER LINE OF TRACK ROAD AND ABOUT 1 FOOT
 TU2051'LOWER THAN STATION MARK.
 TU2051'
 TU2051'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED CORAL 1927
 TU2051'NO 4 1966, SET IN THE TOP OF A CONCRETE-FILLED, 4-INCH, CAST-
 TU2051'IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS
 TU2051'13.5 FEET EAST OF CENTER LINE OF TRACK ROAD, ABOUT 16 INCHES
 TU2051'LOWER THAN STATION MARK, AND SETS AT THE NORTHWEST EDGE OF A
 TU2051'LARGE, PROMINENT PATCH OF KIAWE BRUSH.
 TU2051
 TU2051                          STATION RECOVERY (1980)
 TU2051
 TU2051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 TU2051'IN A LETTER DATED MAY 9 1980, MR. BENJAMIN L. JONES, DISTRICT
 TU2051'CHIEF, REPORTED THAT STATION CORAL WAS DESTROYED DURING RECENT
 TU2051'BRUSH CLEARING OPERATIONS AT THE PACIFIC MISSILE RANGE FACILITY,
 TU2051'KEKAHA, KAUI.
 TU2051
 TU2051                          STATION RECOVERY (1983)
 TU2051
 TU2051'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2051'AS INDICATED BY USGS 1980, NO EVIDENCE OF STA. FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3002 ***********************************************************************
 TU3002  DESIGNATION -  COUNTRY CLUB FLAGPOLE
 TU3002  PID         -  TU3002
 TU3002  STATE/COUNTY-  HI/MAUI
 TU3002  USGS QUAD   -  PAIA (1997)
 TU3002
 TU3002                         *CURRENT SURVEY CONTROL
 TU3002  ___________________________________________________________________
 TU3002* NAD 83(1993)-  20 54 32.46281(N)    156 24 18.08849(W)     ADJUSTED  
 TU3002* LOCAL TIDAL -                                                        
 TU3002  ___________________________________________________________________
 TU3002  EPOCH DATE  -        1993.62
 TU3002  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 TU3002  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU3002
 TU3002  HORZ ORDER  -  THIRD
 TU3002
 TU3002.The horizontal coordinates were established by classical geodetic methods
 TU3002.and adjusted by the National Geodetic Survey in December 1998..
 TU3002.The horizontal coordinates are valid at the epoch date displayed above.
 TU3002.The epoch date for horizontal control is a decimal equivalence
 TU3002.of Year/Month/Day.
 TU3002
 TU3002
 TU3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3002
 TU3002.The geoid height was determined by GEOID03.
 TU3002
 TU3002;                    North         East     Units Scale Factor Converg.
 TU3002;SPC HI 2     -    63,755.280   527,218.647   MT  0.99997582   +0 05 36.2
 TU3002;UTM  04      - 2,314,260.926   769,925.056   MT  1.00050050   +0 55 36.0
 TU3002
 TU3002                          SUPERSEDED SURVEY CONTROL
 TU3002
 TU3002  NAD 83(1986)-  20 54 32.42135(N)    156 24 18.07858(W) AD(       ) 4
 TU3002  OLD HI      -  20 54 43.97900(N)    156 24 28.22700(W) AD(       ) 3
 TU3002
 TU3002.Superseded values are not recommended for survey control.
 TU3002.NGS no longer adjusts projects to the OLD HI datum.
 TU3002.See file dsdata.txt to determine how the superseded data were derived.
 TU3002
 TU3002_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6992514261(NAD 83)
 TU3002
 TU3002  HISTORY     - Date     Condition        Report By
 TU3002  HISTORY     - 1929     MONUMENTED       CGS
 TU3002  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3002  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3002
 TU3002                          STATION DESCRIPTION
 TU3002
 TU3002'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3002'A WHITE FLAG POLE, 50 FEET IN HEIGHT, ABOUT 5 MILES EAST OF
 TU3002'KAHULUI ON THE SOUTH SIDE OF THE ROAD TO PAIA ON THE COUNTRY CLUB
 TU3002'GROUNDS, ON A RISE OF GROUND SOUTHWEST OF THE CLUB HOUSE.
 TU3002
 TU3002                          STATION RECOVERY (1960)
 TU3002
 TU3002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3002'THERE IS AN OLD WOODEN FLAGPOLE AT THE COUNTRY CLUB BUT NO ONE
 TU3002'COULD BE CONTACTED WHO COULD ESTABLISH THE AGE OF THE POLE.  IT
 TU3002'IS RECOMMENDED THAT THE RECOVERY OF THIS STATION BE DEEMED
 TU3002'DOUBTFUL UNTIL VERIFIED BY INSTRUMENT WORK.
 TU3002
 TU3002                          STATION RECOVERY (1968)
 TU3002
 TU3002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3002'STATION IS GONE.  THERE ARE NOW HOUSES AND A GOLF COURSE FAIRWAY
 TU3002'IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1013 ***********************************************************************
 TU1013  DESIGNATION -  COVE
 TU1013  PID         -  TU1013
 TU1013  STATE/COUNTY-  HI/HONOLULU
 TU1013  USGS QUAD   -  KOKO HEAD (1983)
 TU1013
 TU1013                         *CURRENT SURVEY CONTROL
 TU1013  ___________________________________________________________________
 TU1013* NAD 83(1993)-  21 17 35.74228(N)    157 39 30.12258(W)     ADJUSTED  
 TU1013* LOCAL TIDAL -         2.     (meters)       7.     (feet)  VERT ANG  
 TU1013  ___________________________________________________________________
 TU1013  EPOCH DATE  -        1993.62
 TU1013  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TU1013  GEOID HEIGHT-          15.26  (meters)                     GEOID03
 TU1013
 TU1013  HORZ ORDER  -  SECOND
 TU1013
 TU1013.The horizontal coordinates were established by classical geodetic methods
 TU1013.and adjusted by the National Geodetic Survey in December 1998..
 TU1013.The horizontal coordinates are valid at the epoch date displayed above.
 TU1013.The epoch date for horizontal control is a decimal equivalence
 TU1013.of Year/Month/Day.
 TU1013
 TU1013.The orthometric height was determined by vertical angle observations.
 TU1013.No vertical observational check was made to the station.
 TU1013
 TU1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1013
 TU1013.The geoid height was determined by GEOID03.
 TU1013
 TU1013;                    North         East     Units Scale Factor Converg.
 TU1013;SPC HI 3     -    14,054.850   535,449.638   MT  1.00000552   +0 07 26.6
 TU1013;UTM  04      - 2,355,196.054   639,169.539   MT  0.99983934   +0 29 14.2
 TU1013
 TU1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1013!SPC HI 3     -   0.99999729  x   1.00000552  =   1.00000281
 TU1013!UTM  04      -   0.99999729  x   0.99983934  =   0.99983663
 TU1013
 TU1013:                Primary Azimuth Mark                     Grid Az
 TU1013:SPC HI 3     -  MAKAPUU POINT RESET                      018 43 28.0
 TU1013:UTM  04      -  MAKAPUU POINT RESET                      018 21 40.4
 TU1013
 TU1013|---------------------------------------------------------------------|
 TU1013| PID    Reference Object                     Distance      Geod. Az  |
 TU1013|                                                           dddmmss.s |
 TU1013| TU1010 MAKAPUU POINT RESET                 APPROX. 1.8 KM 0185054.6 |
 TU1013| CJ9423 COVE WM                              54.700 METERS 07058     |
 TU1013| TU1017 KOKO CRATER                         APPROX. 3.0 KM 2523751.7 |
 TU1013| CJ9421 COVE RM 1                            15.671 METERS 26742     |
 TU1013| CJ9422 COVE RM 2                             6.579 METERS 34109     |
 TU1013|---------------------------------------------------------------------|
 TU1013
 TU1013                          SUPERSEDED SURVEY CONTROL
 TU1013
 TU1013  NAD 83(1986)-  21 17 35.69200(N)    157 39 30.13052(W) AD(       ) 2
 TU1013  OLD HI      -  21 17 47.09604(N)    157 39 39.99910(W) AD(       ) 2
 TU1013
 TU1013.Superseded values are not recommended for survey control.
 TU1013.NGS no longer adjusts projects to the OLD HI datum.
 TU1013.See file dsdata.txt to determine how the superseded data were derived.
 TU1013
 TU1013_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3917055196(NAD 83)
 TU1013_MARKER: Z = SEE DESCRIPTION
 TU1013_SETTING: 0 = UNSPECIFIED SETTING
 TU1013
 TU1013  HISTORY     - Date     Condition        Report By
 TU1013  HISTORY     - 1931     MONUMENTED       CGS
 TU1013  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1013  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1013
 TU1013                          STATION DESCRIPTION
 TU1013
 TU1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1013'STATION IS 1.2 MILES SSW OF MAKAPUU POINT, 2-1/4 MILES NE OF
 TU1013'HANAUMA BAY, ON THE DAVIS RANCH, 220 METERS S BY E FROM THE DAVIS
 TU1013'HOUSE, ON A LOW, ROCKY POINT (KALOKA POINT), AND SW OF A NARROW
 TU1013'COVE INDENTING THE SHORELINE.
 TU1013'
 TU1013'STATION AND R.M. 1 ARE STANDARD DISKS SET IN DRILL HOLES IN
 TU1013'OUTCROPPING BEDROCK.
 TU1013'
 TU1013'WITNESS MARK IS A 10-FOOT PINNACLE ON SW SIDE OF ENTRANCE TO
 TU1013'THE COVE, WITH CEMENT PATTY ON TOP WITH ARROW POINTING TO THE
 TU1013'STATION.
 TU1013'
 TU1013'R.M. 1 IS 2 METERS SE OF SE CORNER OF ROCK RUIN.
 TU1013'
 TU1013'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 TU1013
 TU1013                          STATION RECOVERY (1963)
 TU1013
 TU1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1013'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU1013'GOOD CONDITION.  WITNESS MARK, A CEMENT PATTY ON TOP OF ROCK
 TU1013'PINNACLE, IS GONE.  A NEW REFERENCE MARK, NUMBER TWO, WAS
 TU1013'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1013'
 TU1013'STATION IS LOCATED ON THE SOUTHEAST SHORE OF OAHU, ON KALOKO
 TU1013'POINT, ABOUT 4 MILES AIRLINE SOUTHEAST OF WAIMANALO, 1 MILE
 TU1013'SOUTH-SOUTHWEST OF MAKAPUU HEAD AND 1/2 MILE EAST OF THE
 TU1013'MAUKA-KAI GOLF COURSE.
 TU1013'
 TU1013'TO REACH STATION FROM THE POST OFFICE IN WAIMANALO, GO
 TU1013'SOUTHEAST ON STATE HIGHWAY 72 FOR 5.2 MILES TO END OF LONG, RIGHT
 TU1013'CURVE OF HIGHWAY, WHERE A STONE WALL EXTENDS INTO THE OCEAN FROM
 TU1013'THE END OF A WIRE FENCE LINE.  FROM HERE PACK EASTERLY ON OLD ROAD
 TU1013'ALONG BEACH FOR ABOUT 1/4 MILE TO STATION.
 TU1013'
 TU1013'STATION MARK IS A STANDARD DISK STAMPED COVE 1931, CEMENTED IN
 TU1013'A DRILL HOLE IN A SLIGHT DEPRESSION AT THE CENTER OF A 10-FOOT,
 TU1013'BLACK BEDROCK OUTCROP THAT PROJECTS 1 FOOT ON THE SOUTHWEST SIDE
 TU1013'AND 3 FEET ON THE NORTHEAST SIDE.  IT IS ON THE LOW RISE ALONG
 TU1013'THE SOUTH SIDE OF A LONG LAGOON.  45 FEET NORTHWEST OF THE
 TU1013'NORTHEAST END OF BROWN, CURVING, SMOOTH-TOPPED, 2-FOOT-HIGH,
 TU1013'SANDSTONE LEDGE THAT IS QUITE PROMINENT BECAUSE OF THE
 TU1013'SURROUNDING BLACK LAVA ROCK.  THIS FORMATION IS 75 FEET LONG AND
 TU1013'IS AT THE WATERS EDGE.
 TU1013'
 TU1013'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COVE NO 1,
 TU1013'CEMENTED IN A DRILL HOLE IN A LAVA ROCK OUTCROP THAT PROJECTS
 TU1013'1-1/2 FEET.  IT IS ABOUT 3 FEET HIGHER THAN STATION MARK.
 TU1013'
 TU1013'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COVE NO 2
 TU1013'1931 1963, CEMENTED IN A DRILL HOLE IN BEDROCK ALONG THE
 TU1013'SAME GROUP OF ROCKS THE STATION IS IN.  IT IS 9 FEET SOUTHEAST OF
 TU1013'THE NORTHWEST END OF THE ROCK POINT AND ABOUT 2 FEET LOWER THAN
 TU1013'STATION MARK.
 TU1013
 TU1013                          STATION RECOVERY (1969)
 TU1013
 TU1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1013'THE STATION, AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED, AND
 TU1013'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS
 TU1013'1 AND 2 WERE NOT CHECKED AT THIS TIME.
 TU1013'
 TU1013'A GEODIMETER TRAVERSE WAS MADE BETWEEN COVE 1931 AND BLOW 1931.
 TU1013'
 TU1013'GEODIMETER DISTANCE 1310.605 METERS OR (4299.83) FT.
 TU1013'
 TU1013'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1013'2 MILES NORTHEAST OF MAUNALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2241 ***********************************************************************
 TU2241  DESIGNATION -  CRACK
 TU2241  PID         -  TU2241
 TU2241  STATE/COUNTY-  HI/HAWAII
 TU2241  USGS QUAD   -  HILO (1995)
 TU2241
 TU2241                         *CURRENT SURVEY CONTROL
 TU2241  ___________________________________________________________________
 TU2241* NAD 83(1993)-  19 39 17.80840(N)    155 05 05.08975(W)     ADJUSTED  
 TU2241* LOCAL TIDAL -       170.7    (meters)     560.     (feet)  VERT ANG  
 TU2241  ___________________________________________________________________
 TU2241  EPOCH DATE  -        1993.62
 TU2241  LAPLACE CORR-         -17.62  (seconds)                    DEFLEC99
 TU2241  GEOID HEIGHT-          18.77  (meters)                     GEOID03
 TU2241
 TU2241  HORZ ORDER  -  SECOND
 TU2241
 TU2241.The horizontal coordinates were established by classical geodetic methods
 TU2241.and adjusted by the National Geodetic Survey in December 1998..
 TU2241.The horizontal coordinates are valid at the epoch date displayed above.
 TU2241.The epoch date for horizontal control is a decimal equivalence
 TU2241.of Year/Month/Day.
 TU2241
 TU2241.The orthometric height was determined by vertical angle observations.
 TU2241
 TU2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2241
 TU2241.The geoid height was determined by GEOID03.
 TU2241
 TU2241;                    North         East     Units Scale Factor Converg.
 TU2241;SPC HI 1     -    90,998.564   543,547.748   MT  0.99999010   +0 08 22.8
 TU2241;UTM  05      - 2,174,636.442   281,415.738   MT  1.00019060   -0 42 05.4
 TU2241
 TU2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2241!SPC HI 1     -   0.99997022  x   0.99999010  =   0.99996032
 TU2241!UTM  05      -   0.99997022  x   1.00019060  =   1.00016081
 TU2241
 TU2241|---------------------------------------------------------------------|
 TU2241| PID    Reference Object                     Distance      Geod. Az  |
 TU2241|                                                           dddmmss.s |
 TU2241| CN5112 CRACK RM 2                            4.516 METERS 10414     |
 TU2241| CN5111 CRACK RM 1                            9.040 METERS 21106     |
 TU2241| TU2275 WAIAKEA MAUKA=1183                  APPROX. 4.3 KM 2590727.6 |
 TU2241|---------------------------------------------------------------------|
 TU2241
 TU2241                          SUPERSEDED SURVEY CONTROL
 TU2241
 TU2241  NAD 83(1986)-  19 39 17.77639(N)    155 05 05.11493(W) AD(       ) 2
 TU2241  OLD HI      -  19 39 28.70471(N)    155 05 15.08523(W) AD(       ) 2
 TU2241
 TU2241.Superseded values are not recommended for survey control.
 TU2241.NGS no longer adjusts projects to the OLD HI datum.
 TU2241.See file dsdata.txt to determine how the superseded data were derived.
 TU2241
 TU2241_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8141674636(NAD 83)
 TU2241_MARKER: Z = SEE DESCRIPTION
 TU2241_SETTING: 0 = UNSPECIFIED SETTING
 TU2241
 TU2241  HISTORY     - Date     Condition        Report By
 TU2241  HISTORY     - 1977     MONUMENTED       HIGS
 TU2241
 TU2241                          STATION DESCRIPTION
 TU2241
 TU2241'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2241'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF HILO, 3-1/2 MILES
 TU2241'NORTHWEST OF KEAAU, 1-1/2 MILES WEST OF STATE HIGHWAY 11 AND 1/2
 TU2241'MILE NORTHWEST OF THE STAINBACK HIGHWAY.  THE STATION IS LOCATED
 TU2241'ON A LOW HILL INSIDE A FENCE ABOUT 72 FEET WEST OF THE
 TU2241'CENTERLINE OF A ROAD.
 TU2241'
 TU2241'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2241'19 IN THE EAST PART OF HILO, GO SOUTH ON HIGHWAY 11 FOR 3.1 MILES
 TU2241'TO EAST PALAI STREET.  TURN RIGHT AND GO WEST ON EAST PALAI
 TU2241'STREET 0.1 MILE TO KILAUEA STREET.  TURN LEFT AND GO SOUTH ON
 TU2241'KILAUEA STREET 0.4 MILE TO HAIHAI STREET.  TURN RIGHT AND GO WEST
 TU2241'ON HAIHAI STREET 1.7 MILE TO AINAOLA STREET.  TURN LEFT AND GO
 TU2241'SOUTH ON AINAOLA STREET 0.3 MILE TO AINAOLA DRIVE.  TAKE LEFT FORK
 TU2241'AND GO SOUTHEASTERLY ON AINAOLA DRIVE 1.6 MILES TO ROAD
 TU2241'INTERSECTION.  TURN LEFT AND GO NORTHERLY 0.3 MILE TO THE STATION
 TU2241'SITE ON A LOW HILL ON THE LEFT SIDE OF THE ROAD, ABOUT 72 FEET
 TU2241'WEST OF THE CENTERLINE OF THE ROAD.
 TU2241'
 TU2241'THE STATION MARK IS A STATE OF HAWAII SURVEY DISK, STAMPED CRACK
 TU2241'1977, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 72 FEET WEST
 TU2241'OF THE CENTERLINE OF A GRAVEL ROAD, 40 FEET WEST OF A FENCE POST
 TU2241'WITH 18 ON IT, ON THE HIGHEST POINT OF A LOW HILL AND ABOUT 10
 TU2241'FEET HIGHER THAN THE ROAD.
 TU2241'
 TU2241'REFERENCE MARK 1, STAMPED A, IS A RAILROAD SPIKE WITH A CROSS
 TU2241'MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN BEDROCK, 2 FEET
 TU2241'WEST OF A SMALL TREE ON A RIDGETOP AND 2 FEET LOWER THAN THE
 TU2241'STATION MARK.
 TU2241'
 TU2241'REFERENCE MARK 2, STAMPED B, IS A RAILROAD SPIKE WITH A CROSS
 TU2241'MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN BEDROCK, 58 FEET
 TU2241'WEST OF THE CENTERLINE OF A GRAVEL ROAD, 26 FEET WEST OF A FENCE
 TU2241'AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 TU2241'
 TU2241'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2241'
 TU2241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2241'4 MILES SOUTH OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2386 ***********************************************************************
 TU2386  DESIGNATION -  CRACKS
 TU2386  PID         -  TU2386
 TU2386  STATE/COUNTY-  HI/HAWAII
 TU2386  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2386
 TU2386                         *CURRENT SURVEY CONTROL
 TU2386  ___________________________________________________________________
 TU2386* NAD 83(1993)-  19 23 55.95577(N)    155 17 45.21035(W)     ADJUSTED  
 TU2386* LOCAL TIDAL -      1135.03   (meters)    3723.8    (feet)  LEVELING  
 TU2386  ___________________________________________________________________
 TU2386  EPOCH DATE  -        1993.62
 TU2386  LAPLACE CORR-         -12.56  (seconds)                    DEFLEC99
 TU2386  GEOID HEIGHT-          22.79  (meters)                     GEOID03
 TU2386
 TU2386  HORZ ORDER  -  THIRD
 TU2386  VERT ORDER  -  THIRD
 TU2386
 TU2386.The horizontal coordinates were established by classical geodetic methods
 TU2386.and adjusted by the National Geodetic Survey in December 1998..
 TU2386.The horizontal coordinates are valid at the epoch date displayed above.
 TU2386.The epoch date for horizontal control is a decimal equivalence
 TU2386.of Year/Month/Day.
 TU2386
 TU2386.The orthometric height was determined by differential leveling.
 TU2386.The vertical network tie was performed by a horz. field party for horz.
 TU2386.obs reductions. Reset procedures were used to establish the elevation.
 TU2386
 TU2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2386
 TU2386.The geoid height was determined by GEOID03.
 TU2386
 TU2386;                    North         East     Units Scale Factor Converg.
 TU2386;SPC HI 1     -    62,612.543   521,438.561   MT  0.99997235   +0 04 04.1
 TU2386;UTM  05      - 2,146,568.334   258,888.609   MT  1.00031865   -0 45 46.6
 TU2386
 TU2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2386!SPC HI 1     -   0.99981803  x   0.99997235  =   0.99979038
 TU2386!UTM  05      -   0.99981803  x   1.00031865  =   1.00013662
 TU2386
 TU2386:                Primary Azimuth Mark                     Grid Az
 TU2386:SPC HI 1     -  CONE PEAK                                234 44 21.6
 TU2386:UTM  05      -  CONE PEAK                                235 34 12.3
 TU2386
 TU2386|---------------------------------------------------------------------|
 TU2386| PID    Reference Object                     Distance      Geod. Az  |
 TU2386|                                                           dddmmss.s |
 TU2386| TU2389 CONE PEAK                           APPROX. 1.4 KM 2344825.7 |
 TU2386|---------------------------------------------------------------------|
 TU2386
 TU2386                          SUPERSEDED SURVEY CONTROL
 TU2386
 TU2386  NAD 83(1986)-  19 23 55.94390(N)    155 17 45.26472(W) AD(       ) 3
 TU2386  OLD HI      -  19 24 07.82400(N)    155 17 55.23500(W) AD(       ) 3
 TU2386
 TU2386.Superseded values are not recommended for survey control.
 TU2386.NGS no longer adjusts projects to the OLD HI datum.
 TU2386.See file dsdata.txt to determine how the superseded data were derived.
 TU2386
 TU2386_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5888946568(NAD 83)
 TU2386_MARKER: DD = SURVEY DISK
 TU2386_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU2386_SP_SET: UNSPECIFIED ROCK
 TU2386_STAMPING: CRACKS
 TU2386_MARK LOGO: USGS  
 TU2386_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2386
 TU2386  HISTORY     - Date     Condition        Report By
 TU2386  HISTORY     - 1920     MONUMENTED       USGS
 TU2386  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2386  HISTORY     - 1967     GOOD             CGS
 TU2386
 TU2386                          STATION DESCRIPTION
 TU2386
 TU2386'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2386'IN SOUTHEAST HAWAII, 3/4 MILE SOUTHWEST OF HALEMAUMAU, BESIDE
 TU2386'THE LARGEST OF THE VOLCANIC CRACKS EXTENDING SOUTHWEST FROM
 TU2386'THE RIM OF THE CRATER.  MARK, A BRONZE TABLET IN THE TOP OF A
 TU2386'LARGE BOWLDER STANDING ABOUT 18 INCHES ABOVE GROUND.
 TU2386
 TU2386                          STATION RECOVERY (1967)
 TU2386
 TU2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2386'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2386'DESCRIPTION FOLLOWS--
 TU2386'
 TU2386'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ABOUT 3
 TU2386'MILES SOUTHWEST OF THE PARK HEADQUARTERS BUILDING, 3/4-MILE
 TU2386'SOUTHWEST OF HALEMAUMAU CRATER, AND 1200 FEET SOUTHWEST OF THE
 TU2386'CRATER RIM ROAD, AT ABOUT 3724 FEET ELEVATION, ALONG THE
 TU2386'SOUTHEAST SIDE OF THE LARGEST ONE OF THE CRACKS EXTENDING
 TU2386'SOUTHWEST FROM THE CRATER.
 TU2386'
 TU2386'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2386'HEADQUARTERS BUILDING, GO WEST AND SOUTHWEST ON THE CRATER RIM
 TU2386'ROAD FOR 4.3 MILES TO SIGN SOUTHWEST RIFT OF KILAUEA, AND
 TU2386'SMALL, GRAVELED PARKING AREA ON LEFT.  FROM HERE WALK
 TU2386'SOUTHWEST ALONG LEFT SIDE OF LARGE CRACK FOR 1200 FEET TO
 TU2386'STATION.
 TU2386'
 TU2386'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED CRACKS,
 TU2386'CEMENTED IN A DRILL HOLE IN THE TOP OF A BROWN, PYRAMIDAL ROCK
 TU2386'PROJECTING 18 INCHES FROM GROUND.  IT IS 19 YARDS SOUTHEAST OF
 TU2386'THE LARGE CRACK, 19 YARDS NORTHWEST OF A SMALLER CRACK, AND IN
 TU2386'A BARE BROWN AREA.
 TU2386
 TU2386                          STATION RECOVERY (1967)
 TU2386
 TU2386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU2386'THE FOLLOWING TEXT IS FROM A 1967 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2386'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ABOUT 3
 TU2386'MILES (4.8 KM) SOUTHWEST OF THE PARK HEADQUARTERS BUILDING, 0.75 MILE
 TU2386'(1.21 KM) SOUTHWEST OF HALEMAUMAU CRATER, AND 1200 FEET (365.8 M)
 TU2386'SOUTHWEST OF THE CRATER RIM ROAD, AT ABOUT 3724 FEET (1135.1 M)
 TU2386'ELEVATION, ALONG THE SOUTHEAST SIDE OF THE LARGEST ONE OF THE CRACKS
 TU2386'EXTENDING SOUTHWEST FROM THE CRATER. TO REACH STATION FROM THE HAWAII
 TU2386'VOLCANOES NATIONAL PARK HEADQUARTERS BUILDING, GO WEST AND SOUTHWEST
 TU2386'ON THE CRATER RIM ROAD FOR 4.3 MILES (6.9 KM) TO SIGN SOUTHWEST RIFT
 TU2386'OF KILAUEA, AND SMALL, GRAVELED PARKING AREA ON LEFT.  FROM HERE WALK
 TU2386'SOUTHWEST ALONG LEFT SIDE OF LARGE CRACK FOR 1200 FEET (365.8 M) TO
 TU2386'STATION. STATION MARK IS A US GEOLOGICAL SURVEY DISK, STAMPED CRACKS,
 TU2386'CEMENTED IN A DRILL HOLE IN THE TOP OF A BROWN, PYRAMIDAL ROCK
 TU2386'PROJECTING 18 INCHES FROM GROUND.  IT IS 19 YARDS SOUTHEAST OF THE
 TU2386'LARGE CRACK, 19 YARDS NORTHWEST OF A SMALLER CRACK, AND IN A BARE
 TU2386'BROWN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3174 ***********************************************************************
 TU3174  DESIGNATION -  CRAFT
 TU3174  PID         -  TU3174
 TU3174  STATE/COUNTY-  HI/MAUI
 TU3174  USGS QUAD   -  
 TU3174
 TU3174                         *CURRENT SURVEY CONTROL
 TU3174  ___________________________________________________________________
 TU3174* NAD 83(1993)-  20 31 55.56440(N)    156 40 15.28245(W)     ADJUSTED  
 TU3174* LOCAL TIDAL -       143.     (meters)     469.     (feet)  SCALED    
 TU3174  ___________________________________________________________________
 TU3174  EPOCH DATE  -        1993.62
 TU3174  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 TU3174  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU3174
 TU3174  HORZ ORDER  -  THIRD
 TU3174
 TU3174.The horizontal coordinates were established by classical geodetic methods
 TU3174.and adjusted by the National Geodetic Survey in December 1998..
 TU3174.The horizontal coordinates are valid at the epoch date displayed above.
 TU3174.The epoch date for horizontal control is a decimal equivalence
 TU3174.of Year/Month/Day.
 TU3174
 TU3174.The orthometric height was scaled from a topographic map.
 TU3174
 TU3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3174
 TU3174.The geoid height was determined by GEOID03.
 TU3174
 TU3174;                    North         East     Units Scale Factor Converg.
 TU3174;SPC HI 2     -    22,004.813   499,557.287   MT  0.99996667   -0 00 05.4
 TU3174;UTM  04      - 2,272,097.322   742,856.467   MT  1.00032897   +0 49 02.2
 TU3174
 TU3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3174!SPC HI 2     -   0.99997511  x   0.99996667  =   0.99994178
 TU3174!UTM  04      -   0.99997511  x   1.00032897  =   1.00030407
 TU3174
 TU3174:                Primary Azimuth Mark                     Grid Az
 TU3174:SPC HI 2     -  END                                      095 06 10.7
 TU3174:UTM  04      -  END                                      094 17 03.1
 TU3174
 TU3174|---------------------------------------------------------------------|
 TU3174| PID    Reference Object                     Distance      Geod. Az  |
 TU3174|                                                           dddmmss.s |
 TU3174| TU3169 END                                 APPROX. 2.0 KM 0950605.3 |
 TU3174| TU3189 ERR                                 APPROX. 2.7 KM 2504043.2 |
 TU3174|---------------------------------------------------------------------|
 TU3174
 TU3174                          SUPERSEDED SURVEY CONTROL
 TU3174
 TU3174  NAD 83(1986)-  20 31 55.55192(N)    156 40 15.25038(W) AD(       ) 3
 TU3174  OLD HI      -  20 32 06.90900(N)    156 40 25.36100(W) AD(       ) 3
 TU3174
 TU3174.Superseded values are not recommended for survey control.
 TU3174.NGS no longer adjusts projects to the OLD HI datum.
 TU3174.See file dsdata.txt to determine how the superseded data were derived.
 TU3174
 TU3174_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4285672097(NAD 83)
 TU3174_MARKER: W = UNMONUMENTED
 TU3174_SETTING: 0 = UNSPECIFIED SETTING
 TU3174
 TU3174  HISTORY     - Date     Condition        Report By
 TU3174  HISTORY     - 1904     MONUMENTED       CGS
 TU3174
 TU3174                          STATION DESCRIPTION
 TU3174
 TU3174'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3174'IN WESTERN PART OF KAHOOLAWE, ON A ROCKY GRASSY TERRACE ABOUT
 TU3174'1-3/4 MILES N. 75 DEG E. (TRUE) FROM KEALAIKAHIKI POINT.  MARKED
 TU3174'ONLY BY A 2 BY 4 INCH POLE SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1300 ***********************************************************************
 TU1300  DESIGNATION -  CREMATORY RED BRICK CHIMNEY
 TU1300  PID         -  TU1300
 TU1300  STATE/COUNTY-  HI/HONOLULU
 TU1300  USGS QUAD   -  HONOLULU (1983)
 TU1300
 TU1300                         *CURRENT SURVEY CONTROL
 TU1300  ___________________________________________________________________
 TU1300* NAD 83(1993)-  21 17 52.30127(N)    157 51 48.41108(W)     ADJUSTED  
 TU1300* LOCAL TIDAL -                                                        
 TU1300  ___________________________________________________________________
 TU1300  EPOCH DATE  -        1993.62
 TU1300  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TU1300  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1300
 TU1300  HORZ ORDER  -  THIRD
 TU1300
 TU1300.The horizontal coordinates were established by classical geodetic methods
 TU1300.and adjusted by the National Geodetic Survey in December 1998..
 TU1300.The horizontal coordinates are valid at the epoch date displayed above.
 TU1300.The epoch date for horizontal control is a decimal equivalence
 TU1300.of Year/Month/Day.
 TU1300
 TU1300
 TU1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1300
 TU1300.The geoid height was determined by GEOID03.
 TU1300
 TU1300;                    North         East     Units Scale Factor Converg.
 TU1300;SPC HI 3     -    14,531.883   514,168.926   MT  0.99999248   +0 02 58.6
 TU1300;UTM  04      - 2,355,538.098   617,890.348   MT  0.99977174   +0 24 46.3
 TU1300
 TU1300                          SUPERSEDED SURVEY CONTROL
 TU1300
 TU1300  NAD 83(1986)-  21 17 52.24988(N)    157 51 48.42127(W) AD(       ) 4
 TU1300  OLD HI      -  21 18 03.62700(N)    157 51 58.29300(W) AD(       ) 3
 TU1300
 TU1300.Superseded values are not recommended for survey control.
 TU1300.NGS no longer adjusts projects to the OLD HI datum.
 TU1300.See file dsdata.txt to determine how the superseded data were derived.
 TU1300
 TU1300_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1789055538(NAD 83)
 TU1300
 TU1300  HISTORY     - Date     Condition        Report By
 TU1300  HISTORY     - 1925     MONUMENTED       CGS
 TU1300  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1300  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1300  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1300
 TU1300                          STATION DESCRIPTION
 TU1300
 TU1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1300'ON EAST SIDE OF HONOLULU HARBOR ENTRANCE, ON BUILDING OF CITY
 TU1300'CREMATORY, A TALL, BRIGHT RED CHIMNEY.
 TU1300
 TU1300                          STATION RECOVERY (1964)
 TU1300
 TU1300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1300'STATION IS GONE.
 TU1300
 TU1300                          STATION RECOVERY (1995)
 TU1300
 TU1300'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1300'MARK NOT FOUND.
 TU1300
 TU1300                          STATION RECOVERY (1999)
 TU1300
 TU1300'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1962 ***********************************************************************
 TU1962  DESIGNATION -  CRES
 TU1962  PID         -  TU1962
 TU1962  STATE/COUNTY-  HI/KAUAI
 TU1962  USGS QUAD   -  HANALEI (1996)
 TU1962
 TU1962                         *CURRENT SURVEY CONTROL
 TU1962  ___________________________________________________________________
 TU1962* NAD 83(1993)-  22 13 32.30315(N)    159 27 15.45307(W)     ADJUSTED  
 TU1962* LOCAL TIDAL -                                                        
 TU1962  ___________________________________________________________________
 TU1962  EPOCH DATE  -        1993.62
 TU1962  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 TU1962  GEOID HEIGHT-          15.20  (meters)                     GEOID03
 TU1962
 TU1962  HORZ ORDER  -  THIRD
 TU1962
 TU1962.The horizontal coordinates were established by classical geodetic methods
 TU1962.and adjusted by the National Geodetic Survey in December 1998..
 TU1962.The horizontal coordinates are valid at the epoch date displayed above.
 TU1962.The epoch date for horizontal control is a decimal equivalence
 TU1962.of Year/Month/Day.
 TU1962
 TU1962
 TU1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1962
 TU1962.The geoid height was determined by GEOID03.
 TU1962
 TU1962;                    North         East     Units Scale Factor Converg.
 TU1962;SPC HI 4     -    43,440.632   504,712.303   MT  0.99999027   +0 01 02.2
 TU1962;UTM  04      - 2,457,872.669   453,181.734   MT  0.99962708   -0 10 18.6
 TU1962
 TU1962                          SUPERSEDED SURVEY CONTROL
 TU1962
 TU1962  NAD 83(1986)-  22 13 32.26023(N)    159 27 15.50675(W) AD(       ) 4
 TU1962  OLD HI      -  22 13 43.62000(N)    159 27 25.59000(W) AD(       ) 3
 TU1962
 TU1962.Superseded values are not recommended for survey control.
 TU1962.NGS no longer adjusts projects to the OLD HI datum.
 TU1962.See file dsdata.txt to determine how the superseded data were derived.
 TU1962
 TU1962_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5318257873(NAD 83)
 TU1962
 TU1962  HISTORY     - Date     Condition        Report By
 TU1962  HISTORY     - 1910     MONUMENTED       CGS
 TU1962  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1962  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1962
 TU1962                          STATION DESCRIPTION
 TU1962
 TU1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1962'FLAG ON CONSPICUOUS ROCKY POINT (HONONO POINT) 2 MILES EAST OF
 TU1962'HANALEI, AT THE SOUTH END OF A CRESCENT SHAPED BIGHT IN THE
 TU1962'SHORE.  THE POLE WAS WEDGED INTO THE CRACK IN A LARGE ROCK NEAR
 TU1962'THE BROW OF THE POINT.
 TU1962
 TU1962                          STATION RECOVERY (1965)
 TU1962
 TU1962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1962'STATION IS GONE.  NO POLE WAS FOUND ON THIS POINT.  THERE IS NOW A
 TU1962'HEAVY COVER OF LARGE TREES AND BRUSH SO THE EXACT POINT COULD
 TU1962'NOT BE DETERMINED BY ANGLE.
 TU1962
 TU1962                          STATION RECOVERY (1998)
 TU1962
 TU1962'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1961 ***********************************************************************
 TU1961  DESIGNATION -  CREST
 TU1961  PID         -  TU1961
 TU1961  STATE/COUNTY-  HI/KAUAI
 TU1961  USGS QUAD   -  HANALEI (1996)
 TU1961
 TU1961                         *CURRENT SURVEY CONTROL
 TU1961  ___________________________________________________________________
 TU1961* NAD 83(1993)-  22 13 18.10660(N)    159 26 15.46757(W)     ADJUSTED  
 TU1961* LOCAL TIDAL -        61.0    (meters)     200.     (feet)  VERT ANG  
 TU1961  ___________________________________________________________________
 TU1961  EPOCH DATE  -        1993.62
 TU1961  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 TU1961  GEOID HEIGHT-          15.18  (meters)                     GEOID03
 TU1961
 TU1961  HORZ ORDER  -  THIRD
 TU1961
 TU1961.The horizontal coordinates were established by classical geodetic methods
 TU1961.and adjusted by the National Geodetic Survey in December 1998..
 TU1961.The horizontal coordinates are valid at the epoch date displayed above.
 TU1961.The epoch date for horizontal control is a decimal equivalence
 TU1961.of Year/Month/Day.
 TU1961
 TU1961.The orthometric height was determined by vertical angle observations.
 TU1961
 TU1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1961
 TU1961.The geoid height was determined by GEOID03.
 TU1961
 TU1961;                    North         East     Units Scale Factor Converg.
 TU1961;SPC HI 4     -    43,004.574   506,430.351   MT  0.99999051   +0 01 24.9
 TU1961;UTM  04      - 2,457,431.103   454,897.708   MT  0.99962513   -0 09 55.8
 TU1961
 TU1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1961!SPC HI 4     -   0.99998803  x   0.99999051  =   0.99997854
 TU1961!UTM  04      -   0.99998803  x   0.99962513  =   0.99961316
 TU1961
 TU1961|---------------------------------------------------------------------|
 TU1961| PID    Reference Object                     Distance      Geod. Az  |
 TU1961|                                                           dddmmss.s |
 TU1961| CJ9426 CREST RM 3                           11.362 METERS 05525     |
 TU1961| CJ9425 CREST RM 2                            8.019 METERS 29647     |
 TU1961| CJ9424 CREST RM 1                           13.092 METERS 34259     |
 TU1961|---------------------------------------------------------------------|
 TU1961
 TU1961                          SUPERSEDED SURVEY CONTROL
 TU1961
 TU1961  NAD 83(1986)-  22 13 18.06375(N)    159 26 15.52180(W) AD(       ) 3
 TU1961  OLD HI      -  22 13 29.42100(N)    159 26 25.60800(W) AD(       ) 3
 TU1961
 TU1961.Superseded values are not recommended for survey control.
 TU1961.NGS no longer adjusts projects to the OLD HI datum.
 TU1961.See file dsdata.txt to determine how the superseded data were derived.
 TU1961
 TU1961_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5489857431(NAD 83)
 TU1961_MARKER: Z = SEE DESCRIPTION
 TU1961_SETTING: 0 = UNSPECIFIED SETTING
 TU1961
 TU1961  HISTORY     - Date     Condition        Report By
 TU1961  HISTORY     - 1927     MONUMENTED       CGS
 TU1961  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1961  HISTORY     - 19970109 POOR             USPSQD
 TU1961  HISTORY     - 19970611 MARK NOT FOUND   USPSQD
 TU1961  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1961
 TU1961                          STATION DESCRIPTION
 TU1961
 TU1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1961'ON THE NORTH COAST OF KAUAI, ON THE WEST SIDE OF KALIHIWAI BAY,
 TU1961'ABOUT 1 MILE NORTHWEST OF THE VILLAGE OF KALIHIWAI.  STATION
 TU1961'IS ABOUT 200 FEET ABOVE HIGH WATER ON BROW OF HILL WITH GRASS
 TU1961'COVERED TOP.  APPROACHED BY A PAVED ROAD WHICH LEAVES THE MAIN
 TU1961'HIGHWAY ON THE WEST SIDE OF THE BAY AND PARALLELS THE
 TU1961'COAST.  MARKED BY A STANDARD STATION DISK CEMENTED IN A 1 1/2-
 TU1961'INCH PIPE DRIVEN FLUSH WITH THE GROUND.  THREE REFERENCE MARKS,
 TU1961'NOTE 12C, STANDARD REFERENCE DISKS IN BOWLDERS, WERE SET AT
 TU1961'THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1,
 TU1961'13.3 METERS (43.1 FEET), 121 DEG 18 MIN.  NO. 2, 8.05 METERS
 TU1961'(26.4 FEET), 74 DEG 47 MIN.  NO. 3 11.37 METERS (37.3 FEET), 193
 TU1961'DEG 28 MIN.
 TU1961
 TU1961                          STATION RECOVERY (1965)
 TU1961
 TU1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1961'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THERE
 TU1961'IS NOW A HOUSE ABOUT 150 YARDS NORTHWEST FROM STATION, ON A
 TU1961'TERRACE ON POINT OF RIDGE, ABOUT 50 FEET LOWER THAN STATION.  A
 TU1961'COMPLETE DESCRIPTION FOLLOWS--
 TU1961'
 TU1961'STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF KILAUEA,
 TU1961'ALONG NORTH COAST OF KAUAI, ON THE POINT ON WEST SIDE OF KALIHIWAI
 TU1961'BAY, AT ABOUT 200 FEET ELEVATION.
 TU1961'
 TU1961'TO REACH STATION FROM MAIN INTERSECTION IN KILAUEA, GO WESTERLY
 TU1961'ON STATE HIGHWAY 56 FOR 2.3 MILES.  TURN RIGHT ON PAVED SIDE
 TU1961'ROAD AND GO 0.3 MILE.  TAKE LEFT FORK AT SIGN ANINI BEACH AND
 TU1961'FOLLOW COAST ROAD WEST FOR 0.8 MILE.  GO LEFT UP STEEP SIDE
 TU1961'ROAD FOR 0.15 MILE TO HOUSE.  CONTINUE UP GRADE FOR 0.1 MILE
 TU1961'TO STATION JUST AFTER REACHING TOP OF MESA.  NOTE--STATION
 TU1961'MAY ALSO BE REACHED BY A TRACK ROAD BEGINNING OPPOSITE THE
 TU1961'NORTHEAST END OF THE HANALEI PLANTATION AIRSTRIP, ABOUT 3/4
 TU1961'MILE SOUTH.
 TU1961'
 TU1961'STATION MARK IS A STANDARD DISK STAMPED CREST 1927, CEMENTED IN
 TU1961'THE TOP OF A 1-1/2-INCH IRON PIPE THAT PROJECTS 1 INCH FROM THE
 TU1961'GROUND.  IT IS AT EXTREME NORTH TIP OF THE MESA, IN A GRASSY AREA
 TU1961'OF OTHERWISE BRUSH-COVERED MESA, 15 YARDS WEST OF TRACK ROAD
 TU1961'AND 47 FEET SOUTH OF A CUTBANK.
 TU1961'
 TU1961'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CREST 1
 TU1961'1927, CEMENTED IN A DRILL HOLE IN THE EAST END OF A 3 X 3 X 8-FOOT
 TU1961'BOULDER, WHICH IS THE NORTH 1 OF 2 SIMILAR BOULDERS, HIDDEN
 TU1961'BY LANTANA BRUSH.  IT IS 4.6 FEET LOWER THAN STATION MARK.  THE
 TU1961'ARROW ON THE DISK POINTS OFF ABOUT 15 FEET NORTH FROM STATION
 TU1961'MARK.
 TU1961'
 TU1961'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CREST 2
 TU1961'1927, CEMENTED IN A DRILL HOLE IN THE EAST END OF A 2 X 4-FOOT
 TU1961'BOULDER THAT PROJECTS 1-1/2 FEET ABOVE GROUND.  IT IS 1.4 FEET
 TU1961'LOWER THAN STATION MARK AND IS HIDDEN BY GRASS AND BRUSH.
 TU1961'
 TU1961'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED CREST 3
 TU1961'1927, CEMENTED IN A DRILL HOLE IN A 2-1/2 X 5-FOOT BOULDER
 TU1961'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS ON THE NORTH SLOPE
 TU1961'OF THE MESA, 10 FEET SOUTH FROM EDGE OF CUTBANK AND 5.9 FEET
 TU1961'LOWER THAN STATION MARK.
 TU1961
 TU1961                          STATION RECOVERY (1997)
 TU1961
 TU1961'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1961'MARK RECOVERED IN POOR CONDITION.
 TU1961
 TU1961                          STATION RECOVERY (1997)
 TU1961
 TU1961'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1961'MARK NOT FOUND.
 TU1961
 TU1961                          STATION RECOVERY (1998)
 TU1961
 TU1961'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1579 ***********************************************************************
 TU1579  DESIGNATION -  CROSS ON ROCK WALL 1964
 TU1579  PID         -  TU1579
 TU1579  STATE/COUNTY-  HI/HONOLULU
 TU1579  USGS QUAD   -  KAENA (1983)
 TU1579
 TU1579                         *CURRENT SURVEY CONTROL
 TU1579  ___________________________________________________________________
 TU1579* NAD 83(1993)-  21 34 51.36279(N)    158 10 20.59590(W)     ADJUSTED  
 TU1579* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1579  ___________________________________________________________________
 TU1579  EPOCH DATE  -        1993.62
 TU1579  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 TU1579  GEOID HEIGHT-          14.77  (meters)                     GEOID03
 TU1579
 TU1579  HORZ ORDER  -  THIRD
 TU1579
 TU1579.The horizontal coordinates were established by classical geodetic methods
 TU1579.and adjusted by the National Geodetic Survey in December 1998..
 TU1579.No horizontal observational check was made to the station.
 TU1579.The horizontal coordinates are valid at the epoch date displayed above.
 TU1579.The epoch date for horizontal control is a decimal equivalence
 TU1579.of Year/Month/Day.
 TU1579
 TU1579.The orthometric height was scaled from a topographic map.
 TU1579
 TU1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1579
 TU1579.The geoid height was determined by GEOID03.
 TU1579
 TU1579;                    North         East     Units Scale Factor Converg.
 TU1579;SPC HI 3     -    45,877.908   482,147.204   MT  0.99999394   -0 03 48.3
 TU1579;UTM  04      - 2,386,671.027   585,677.732   MT  0.99969070   +0 18 15.9
 TU1579
 TU1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1579!SPC HI 3     -   0.99999736  x   0.99999394  =   0.99999130
 TU1579!UTM  04      -   0.99999736  x   0.99969070  =   0.99968806
 TU1579
 TU1579                          SUPERSEDED SURVEY CONTROL
 TU1579
 TU1579  NAD 83(1986)-  21 34 51.31373(N)    158 10 20.60742(W) AD(       ) 3
 TU1579  OLD HI      -  21 35 02.69700(N)    158 10 30.53600(W) AD(       ) 3
 TU1579
 TU1579.Superseded values are not recommended for survey control.
 TU1579.NGS no longer adjusts projects to the OLD HI datum.
 TU1579.See file dsdata.txt to determine how the superseded data were derived.
 TU1579
 TU1579_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8567886671(NAD 83)
 TU1579
 TU1579  HISTORY     - Date     Condition        Report By
 TU1579  HISTORY     - 1964     MONUMENTED       CGS
 TU1579
 TU1579                          STATION DESCRIPTION
 TU1579
 TU1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU1579'SEE STATION DILLINGHAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3119 ***********************************************************************
 TU3119  DESIGNATION -  CRUSHER
 TU3119  PID         -  TU3119
 TU3119  STATE/COUNTY-  HI/MAUI
 TU3119  USGS QUAD   -  LAHAINA (1992)
 TU3119
 TU3119                         *CURRENT SURVEY CONTROL
 TU3119  ___________________________________________________________________
 TU3119* NAD 83(1993)-  20 54 35.87915(N)    156 41 18.99716(W)     ADJUSTED  
 TU3119* LOCAL TIDAL -                                                        
 TU3119  ___________________________________________________________________
 TU3119  EPOCH DATE  -        1993.62
 TU3119  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 TU3119  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU3119
 TU3119  HORZ ORDER  -  THIRD
 TU3119
 TU3119.The horizontal coordinates were established by classical geodetic methods
 TU3119.and adjusted by the National Geodetic Survey in December 1998..
 TU3119.The horizontal coordinates are valid at the epoch date displayed above.
 TU3119.The epoch date for horizontal control is a decimal equivalence
 TU3119.of Year/Month/Day.
 TU3119
 TU3119
 TU3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3119
 TU3119.The geoid height was determined by GEOID03.
 TU3119
 TU3119;                    North         East     Units Scale Factor Converg.
 TU3119;SPC HI 2     -    63,838.320   497,717.220   MT  0.99996673   -0 00 28.2
 TU3119;UTM  04      - 2,313,914.795   740,412.675   MT  1.00031433   +0 49 31.2
 TU3119
 TU3119                          SUPERSEDED SURVEY CONTROL
 TU3119
 TU3119  NAD 83(1986)-  20 54 35.83778(N)    156 41 18.97062(W) AD(       ) 4
 TU3119  OLD HI      -  20 54 47.39000(N)    156 41 29.15000(W) AD(       ) 3
 TU3119
 TU3119.Superseded values are not recommended for survey control.
 TU3119.NGS no longer adjusts projects to the OLD HI datum.
 TU3119.See file dsdata.txt to determine how the superseded data were derived.
 TU3119
 TU3119_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4041313915(NAD 83)
 TU3119
 TU3119  HISTORY     - Date     Condition        Report By
 TU3119  HISTORY     - 1932     MONUMENTED       CGS
 TU3119  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3119
 TU3119                          STATION DESCRIPTION
 TU3119
 TU3119'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3119'HIGHEST PART OF ROOF OF STONE CRUSHER A MILE AND HALF NORTH OF THE
 TU3119'TOWN OF LAHAINA.  THE CRUSHER IS ON THE EAST SIDE OF THE MAIN
 TU3119'BEACH ROAD, AND IS ABOUT 40 METERS FROM THE BEACH.
 TU3119'
 TU3119'NOT MARKED - INTERSECTION STATION.
 TU3119
 TU3119                          STATION RECOVERY (1969)
 TU3119
 TU3119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3119'STATION IS DESTROYED.  ALL BUILDINGS IN THIS AREA HAVE BEEN
 TU3119'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1960 ***********************************************************************
 TU1960  DESIGNATION -  CUT 1910
 TU1960  PID         -  TU1960
 TU1960  STATE/COUNTY-  HI/KAUAI
 TU1960  USGS QUAD   -  HANALEI (1996)
 TU1960
 TU1960                         *CURRENT SURVEY CONTROL
 TU1960  ___________________________________________________________________
 TU1960* NAD 83(1993)-  22 13 11.97163(N)    159 25 29.95968(W)     ADJUSTED  
 TU1960* LOCAL TIDAL -        53.     (meters)     174.     (feet)  SCALED    
 TU1960  ___________________________________________________________________
 TU1960  EPOCH DATE  -        1993.62
 TU1960  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 TU1960  GEOID HEIGHT-          15.13  (meters)                     GEOID03
 TU1960
 TU1960  HORZ ORDER  -  THIRD
 TU1960
 TU1960.The horizontal coordinates were established by classical geodetic methods
 TU1960.and adjusted by the National Geodetic Survey in December 1998..
 TU1960.The horizontal coordinates are valid at the epoch date displayed above.
 TU1960.The epoch date for horizontal control is a decimal equivalence
 TU1960.of Year/Month/Day.
 TU1960
 TU1960.The orthometric height was scaled from a topographic map.
 TU1960
 TU1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1960
 TU1960.The geoid height was determined by GEOID03.
 TU1960
 TU1960;                    North         East     Units Scale Factor Converg.
 TU1960;SPC HI 4     -    42,816.460   507,733.738   MT  0.99999074   +0 01 42.1
 TU1960;UTM  04      - 2,457,238.759   456,199.990   MT  0.99962370   -0 09 38.6
 TU1960
 TU1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1960!SPC HI 4     -   0.99998929  x   0.99999074  =   0.99998003
 TU1960!UTM  04      -   0.99998929  x   0.99962370  =   0.99961300
 TU1960
 TU1960                          SUPERSEDED SURVEY CONTROL
 TU1960
 TU1960  NAD 83(1986)-  22 13 11.92925(N)    159 25 30.01523(W) AD(       ) 3
 TU1960  OLD HI      -  22 13 23.28800(N)    159 25 40.10000(W) AD(       ) 3
 TU1960
 TU1960.Superseded values are not recommended for survey control.
 TU1960.NGS no longer adjusts projects to the OLD HI datum.
 TU1960.See file dsdata.txt to determine how the superseded data were derived.
 TU1960
 TU1960_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5620057239(NAD 83)
 TU1960
 TU1960  HISTORY     - Date     Condition        Report By
 TU1960  HISTORY     - 1910     MONUMENTED       CGS
 TU1960  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1960  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU1960
 TU1960                          STATION DESCRIPTION
 TU1960
 TU1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1960'AT TOP OF BLUFF WHERE THE ROAD ENTERS THE DEEP CUT AT THE TOP
 TU1960'OF THE HILL EAST OF KALIHIWAI BAY.  CENTER MARKED BY STONE 8
 TU1960'INCHES SQUARE WITH CROSS IN TOP.  THIS IS ONE OF THE OLD
 TU1960'BOUNDARY MONUMENTS.
 TU1960
 TU1960                          STATION RECOVERY (1965)
 TU1960
 TU1960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1960'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU1960'DESTROYED.
 TU1960'
 TU1960'THE HILL HAS BEEN LEVELED OFF AND HAS A PAVED STREET
 TU1960'ALONG, THE TOP, WITH HOUSES BUILT ON BOTH SIDES OF THE STREET.
 TU1960
 TU1960                          STATION RECOVERY (1998)
 TU1960
 TU1960'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1960'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0427 ***********************************************************************
 TU0427  DESIGNATION -  D
 TU0427  PID         -  TU0427
 TU0427  STATE/COUNTY-  HI/HONOLULU
 TU0427  USGS QUAD   -  HONOLULU (1983)
 TU0427
 TU0427                         *CURRENT SURVEY CONTROL
 TU0427  ___________________________________________________________________
 TU0427* NAD 83(1986)-  21 17 41.     (N)    157 47 24.     (W)     SCALED    
 TU0427* LOCAL TIDAL -       234.250  (meters)     768.54   (feet)  ADJ UNCH  
 TU0427  ___________________________________________________________________
 TU0427  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU0427
 TU0427  VERT ORDER  -  FIRST     CLASS II
 TU0427
 TU0427.The horizontal coordinates were scaled from a topographic map and have
 TU0427.an estimated accuracy of +/- 6 seconds.
 TU0427
 TU0427.The orthometric height was key entered from printed documents
 TU0427.and not key verified.
 TU0427
 TU0427.The geoid height was determined by GEOID03.
 TU0427
 TU0427;                    North         East    Units  Estimated Accuracy
 TU0427;SPC HI 3     -    14,190.      521,790.      MT  (+/- 180 meters Scaled)
 TU0427
 TU0427                          SUPERSEDED SURVEY CONTROL
 TU0427
 TU0427.No superseded survey control is available for this station.
 TU0427
 TU0427_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ255552(NAD 83)
 TU0427_MARKER: DD = SURVEY DISK
 TU0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0427+STABILITY: SURFACE MOTION
 TU0427
 TU0427  HISTORY     - Date     Condition        Report By
 TU0427  HISTORY     - UNK      MONUMENTED
 TU0427  HISTORY     - 1963     GOOD             NGS
 TU0427  HISTORY     - 19990527 GOOD             USPSQD
 TU0427
 TU0427                          STATION DESCRIPTION
 TU0427
 TU0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0427'IN HONOLULU.
 TU0427'4.7 MILES AIRLINE EAST OF THE FEDERAL BUILDING IN HONOLULU, IN THE
 TU0427'WILHELMINA RISE DISTRICT, AT THE POINT OF INTERSECTION OF THE
 TU0427'CENTERLINES OF WILHELMINA RISE STREET AND SIERRA DRIVE, 1 BLOCK ABOVE
 TU0427'KAWELOLANI PLACE AND 1 BLOCK BELOW THE END OF WILHELMINA RISE STREET.
 TU0427'27.7 FEET NORTHWEST OF A STREET SIGNPOST BEARING THE NAMES OF THE TWO
 TU0427'STREETS, 35.4 FEET EAST OF A STONE FENCE-CORNER, 3.0 FEET SOUTH OF THE
 TU0427'PRESENT WHITE CENTERLINE STRIPE OF SIERRA DRIVE, AND PROJECTING ABOUT
 TU0427'1 INCH FROM THE TOP OF A 3-INCH-DIAMETER, CONCRETE POST SET BELOW
 TU0427'STREET LEVEL.  ACCESS TO THE MARK IS HAD THROUGH A 7-INCH-DIAMETER,
 TU0427'CAST-IRON COVER WITH C AND C AND STREET SURVEY MONUMENT EMBOSSED ON
 TU0427'THE TOP.
 TU0427
 TU0427                          STATION RECOVERY (1999)
 TU0427
 TU0427'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3405 ***********************************************************************
 TU3405  DESIGNATION -  D
 TU3405  PID         -  TU3405
 TU3405  STATE/COUNTY-  HI/MAUI
 TU3405  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3405
 TU3405                         *CURRENT SURVEY CONTROL
 TU3405  ___________________________________________________________________
 TU3405* NAD 83(1993)-  21 04 59.58186(N)    157 01 35.39629(W)     ADJUSTED  
 TU3405* LOCAL TIDAL -                                                        
 TU3405  ___________________________________________________________________
 TU3405  EPOCH DATE  -        1993.62
 TU3405  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 TU3405  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3405
 TU3405  HORZ ORDER  -  THIRD
 TU3405
 TU3405.The horizontal coordinates were established by classical geodetic methods
 TU3405.and adjusted by the National Geodetic Survey in December 1998..
 TU3405.The horizontal coordinates are valid at the epoch date displayed above.
 TU3405.The epoch date for horizontal control is a decimal equivalence
 TU3405.of Year/Month/Day.
 TU3405
 TU3405
 TU3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3405
 TU3405.The geoid height was determined by GEOID03.
 TU3405
 TU3405;                    North         East     Units Scale Factor Converg.
 TU3405;SPC HI 2     -    83,061.561   462,609.930   MT  0.99998394   -0 07 46.0
 TU3405;UTM  04      - 2,332,628.040   705,019.975   MT  1.00011946   +0 42 36.6
 TU3405
 TU3405                          SUPERSEDED SURVEY CONTROL
 TU3405
 TU3405  NAD 83(1986)-  21 04 59.53797(N)    157 01 35.34623(W) AD(       ) 4
 TU3405  OLD HI      -  21 05 11.00400(N)    157 01 45.44700(W) AD(       ) 3
 TU3405
 TU3405.Superseded values are not recommended for survey control.
 TU3405.NGS no longer adjusts projects to the OLD HI datum.
 TU3405.See file dsdata.txt to determine how the superseded data were derived.
 TU3405
 TU3405_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0502032628(NAD 83)
 TU3405
 TU3405  HISTORY     - Date     Condition        Report By
 TU3405  HISTORY     - UNK      MONUMENTED
 TU3405  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3405
 TU3405                          STATION DESCRIPTION
 TU3405
 TU3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3405'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3405'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3405'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS
 TU3405'FOUND.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0169 ***********************************************************************
 TU0169  DESIGNATION -  D 1
 TU0169  PID         -  TU0169
 TU0169  STATE/COUNTY-  HI/HAWAII
 TU0169  USGS QUAD   -  KOKOOLAU (1982)
 TU0169
 TU0169                         *CURRENT SURVEY CONTROL
 TU0169  ___________________________________________________________________
 TU0169* NAD 83(1986)-  19 30 35.     (N)    155 32 47.     (W)     SCALED    
 TU0169* LOCAL TIDAL -      3660.643  (meters)   12009.96   (feet)  ADJ UNCH  
 TU0169  ___________________________________________________________________
 TU0169  GEOID HEIGHT-          27.77  (meters)                     GEOID03
 TU0169
 TU0169  VERT ORDER  -  FIRST     CLASS I
 TU0169
 TU0169.The horizontal coordinates were scaled from a topographic map and have
 TU0169.an estimated accuracy of +/- 6 seconds.
 TU0169
 TU0169.The orthometric height was key entered from printed documents
 TU0169.and not key verified.
 TU0169
 TU0169.The geoid height was determined by GEOID03.
 TU0169
 TU0169;                    North         East    Units  Estimated Accuracy
 TU0169;SPC HI 1     -    74,870.      495,130.      MT  (+/- 180 meters Scaled)
 TU0169
 TU0169                          SUPERSEDED SURVEY CONTROL
 TU0169
 TU0169.No superseded survey control is available for this station.
 TU0169
 TU0169_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB327592(NAD 83)
 TU0169_MARKER: DB = BENCH MARK DISK
 TU0169_SETTING: 66 = SET IN ROCK OUTCROP
 TU0169_SP_SET: BEDROCK
 TU0169_STAMPING: D 1 1926
 TU0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0169+STABILITY: POSITION/ELEVATION WELL
 TU0169
 TU0169  HISTORY     - Date     Condition        Report By
 TU0169  HISTORY     - 1926     MONUMENTED       CGS
 TU0169  HISTORY     - 1975     GOOD             NGS
 TU0169
 TU0169                          STATION DESCRIPTION
 TU0169
 TU0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0169'28.20 MI SW FROM VOLCANO.
 TU0169'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0169'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0169'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0169'CONTINUE 12.65 MILES SOUTHWESTERLY ALONG MAUNA LOA TRAIL FROM THE END
 TU0169'OF THE ROAD TO THE MARK ON THE LEFT AT THE 12,000 FOOT LEVEL SIGN, IN
 TU0169'TOP OF A LAVA BEDROCK, 13 FEET SOUTHEAST OF TRAIL, 9 FEET SOUTH OF
 TU0169'ELEVATION SIGN, ABOUT 1300 YARDS DOWN THE TRAIL FROM POHAKU HANALEI,
 TU0169'AND LEVEL WITH TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0261 ***********************************************************************
 TU0261  DESIGNATION -  D 10
 TU0261  PID         -  TU0261
 TU0261  STATE/COUNTY-  HI/HONOLULU
 TU0261  USGS QUAD   -  HONOLULU (1983)
 TU0261
 TU0261                         *CURRENT SURVEY CONTROL
 TU0261  ___________________________________________________________________
 TU0261* NAD 83(1986)-  21 20 02.     (N)    157 53 35.     (W)     SCALED    
 TU0261* LOCAL TIDAL -         1.587  (meters)       5.21   (feet)  ADJ UNCH  
 TU0261  ___________________________________________________________________
 TU0261  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU0261
 TU0261  VERT ORDER  -  FIRST     CLASS II
 TU0261
 TU0261.The horizontal coordinates were scaled from a topographic map and have
 TU0261.an estimated accuracy of +/- 6 seconds.
 TU0261
 TU0261.The orthometric height was key entered from printed documents
 TU0261.and not key verified.
 TU0261
 TU0261.The geoid height was determined by GEOID03.
 TU0261
 TU0261;                    North         East    Units  Estimated Accuracy
 TU0261;SPC HI 3     -    18,520.      511,090.      MT  (+/- 180 meters Scaled)
 TU0261
 TU0261                          SUPERSEDED SURVEY CONTROL
 TU0261
 TU0261.No superseded survey control is available for this station.
 TU0261
 TU0261_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ147595(NAD 83)
 TU0261_MARKER: DB = BENCH MARK DISK
 TU0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0261_SP_SET: ABUTMENT
 TU0261_STAMPING: D 10 1966
 TU0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0261
 TU0261  HISTORY     - Date     Condition        Report By
 TU0261  HISTORY     - 1966     MONUMENTED       CGS
 TU0261  HISTORY     - 1969     GOOD             NGS
 TU0261
 TU0261                          STATION DESCRIPTION
 TU0261
 TU0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0261'3.3 MI NW FROM HONOLULU.
 TU0261'0.25 MILE NORTHWEST ALONG QUEEN STREET FROM THE POST OFFICE AT
 TU0261'HONOLULU, THENCE 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 92, THENCE
 TU0261'0.25 MILE WEST ALONG STATE HIGHWAY 90, IN THE TOP AND 3.6 FEET WEST OF
 TU0261'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE EAST BOUND LANES OF
 TU0261'HIGHWAY BRIDGE OVER MOANALUA STREAM, 22.2 FEET SOUTH OF THE CENTER
 TU0261'LINE OF THE EAST BOUND LANES OF THE HIGHWAY, 1.7 FEET SOUTH OF A
 TU0261'CONCRETE GUARDRAIL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0418 ***********************************************************************
 TU0418  DESIGNATION -  D 11
 TU0418  PID         -  TU0418
 TU0418  STATE/COUNTY-  HI/HONOLULU
 TU0418  USGS QUAD   -  HONOLULU (1983)
 TU0418
 TU0418                         *CURRENT SURVEY CONTROL
 TU0418  ___________________________________________________________________
 TU0418* NAD 83(1986)-  21 17 18.     (N)    157 48 51.     (W)     SCALED    
 TU0418* LOCAL TIDAL -        10.377  (meters)      34.05   (feet)  ADJ UNCH  
 TU0418  ___________________________________________________________________
 TU0418  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU0418
 TU0418  VERT ORDER  -  FIRST     CLASS II
 TU0418
 TU0418.The horizontal coordinates were scaled from a topographic map and have
 TU0418.an estimated accuracy of +/- 6 seconds.
 TU0418
 TU0418.The orthometric height was key entered from printed documents
 TU0418.and not key verified.
 TU0418
 TU0418.The geoid height was determined by GEOID03.
 TU0418
 TU0418;                    North         East    Units  Estimated Accuracy
 TU0418;SPC HI 3     -    13,480.      519,280.      MT  (+/- 180 meters Scaled)
 TU0418
 TU0418                          SUPERSEDED SURVEY CONTROL
 TU0418
 TU0418.No superseded survey control is available for this station.
 TU0418
 TU0418_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ230545(NAD 83)
 TU0418_MARKER: DB = BENCH MARK DISK
 TU0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0418_SP_SET: PILLAR
 TU0418_STAMPING: D 11 1969
 TU0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0418
 TU0418  HISTORY     - Date     Condition        Report By
 TU0418  HISTORY     - 1969     MONUMENTED       CGS
 TU0418  HISTORY     - 19990323 MARK NOT FOUND   USPSQD
 TU0418
 TU0418                          STATION DESCRIPTION
 TU0418
 TU0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0418'3.45 MI SE FROM HONOLULU.
 TU0418'3.45 MILES SOUTHEAST ALONG KING STREET FROM THE POST OFFICE AT
 TU0418'HONOLULU, AT THE JUNCTION OF KAPIOLANI BOULEVARD AND HARDING AVENUE,
 TU0418'IN THE NORTHEAST ANGLE OF THE BOULEVARD AND AVENUE, AT A POINT WHERE
 TU0418'THE BOULEVARD CROSSES UNDER LUNALILO FREEWAY, SET VERTICALLY IN THE
 TU0418'SECOND PILLAR EAST OF THE BOULEVARD AND THE SECOND PILLAR NORTH OF THE
 TU0418'AVENUE, IN THE SOUTHWEST FACE OF THE PILLAR, 32 FEET NORTH OF THE
 TU0418'NORTH CURB OF THE AVENUE, 42.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 TU0418'THE BOULEVARD, AND ABOUT 3 FEET ABOVE THE GROUND.
 TU0418
 TU0418                          STATION RECOVERY (1999)
 TU0418
 TU0418'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0319 ***********************************************************************
 TU0319  DESIGNATION -  D 12
 TU0319  PID         -  TU0319
 TU0319  STATE/COUNTY-  HI/HONOLULU
 TU0319  USGS QUAD   -  HONOLULU (1983)
 TU0319
 TU0319                         *CURRENT SURVEY CONTROL
 TU0319  ___________________________________________________________________
 TU0319* NAD 83(1986)-  21 16 03.     (N)    157 46 47.     (W)     SCALED    
 TU0319* LOCAL TIDAL -         1.829  (meters)       6.00   (feet)  ADJ UNCH  
 TU0319  ___________________________________________________________________
 TU0319  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU0319
 TU0319  VERT ORDER  -  FIRST     CLASS II
 TU0319
 TU0319.The horizontal coordinates were scaled from a topographic map and have
 TU0319.an estimated accuracy of +/- 6 seconds.
 TU0319
 TU0319.The orthometric height was key entered from printed documents
 TU0319.and not key verified.
 TU0319
 TU0319.The geoid height was determined by GEOID03.
 TU0319
 TU0319;                    North         East    Units  Estimated Accuracy
 TU0319;SPC HI 3     -    11,180.      522,860.      MT  (+/- 180 meters Scaled)
 TU0319
 TU0319                          SUPERSEDED SURVEY CONTROL
 TU0319
 TU0319.No superseded survey control is available for this station.
 TU0319
 TU0319_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ266522(NAD 83)
 TU0319_MARKER: DB = BENCH MARK DISK
 TU0319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0319_SP_SET: BRIDGE
 TU0319_STAMPING: D 12 1969
 TU0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0319
 TU0319  HISTORY     - Date     Condition        Report By
 TU0319  HISTORY     - 1969     MONUMENTED       CGS
 TU0319  HISTORY     - 19990419 GOOD             USPSQD
 TU0319
 TU0319                          STATION DESCRIPTION
 TU0319
 TU0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0319'7.8 MI SE FROM HONOLULU.
 TU0319'1.7 MILES EAST ALONG KING STREET FROM THE POST OFFICE AT HONOLULU,
 TU0319'THENCE 3.15 MILES SOUTHEAST ALONG KALAKAUA AVENUE, THENCE 1.5 MILES
 TU0319'EAST-NORTHEAST ALONG DIAMOND HEAD ROAD, THENCE 1.45 MILES NORTHEAST
 TU0319'ALONG KAHALA AVENUE, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TU0319'AVENUE, 45 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY TO
 TU0319'RESIDENCE 4783, IN THE TOP OF THE SOUTHWEST WING WALL OF A BRIDGE, 3
 TU0319'FEET NORTHWEST OF A PALM TREE, 1.4 FEET NORTHEAST OF A STONE RETAINING
 TU0319'WALL, AND ABOUT 1 1/2 FEET LOWER THAN THE AVENUE.
 TU0319
 TU0319                          STATION RECOVERY (1999)
 TU0319
 TU0319'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0464 ***********************************************************************
 TU0464  DESIGNATION -  D 13
 TU0464  PID         -  TU0464
 TU0464  STATE/COUNTY-  HI/HONOLULU
 TU0464  USGS QUAD   -  HONOLULU (1983)
 TU0464
 TU0464                         *CURRENT SURVEY CONTROL
 TU0464  ___________________________________________________________________
 TU0464* NAD 83(1986)-  21 21 33.     (N)    157 51 14.     (W)     SCALED    
 TU0464* LOCAL TIDAL -       109.191  (meters)     358.24   (feet)  ADJ UNCH  
 TU0464  ___________________________________________________________________
 TU0464  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU0464
 TU0464  VERT ORDER  -  FIRST     CLASS II
 TU0464
 TU0464.The horizontal coordinates were scaled from a topographic map and have
 TU0464.an estimated accuracy of +/- 6 seconds.
 TU0464
 TU0464.The orthometric height was key entered from printed documents
 TU0464.and not key verified.
 TU0464
 TU0464.The geoid height was determined by GEOID03.
 TU0464
 TU0464;                    North         East    Units  Estimated Accuracy
 TU0464;SPC HI 3     -    21,320.      515,150.      MT  (+/- 180 meters Scaled)
 TU0464
 TU0464                          SUPERSEDED SURVEY CONTROL
 TU0464
 TU0464.No superseded survey control is available for this station.
 TU0464
 TU0464_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ188623(NAD 83)
 TU0464_MARKER: DB = BENCH MARK DISK
 TU0464_SETTING: 66 = SET IN ROCK OUTCROP
 TU0464_SP_SET: BEDROCK
 TU0464_STAMPING: D 13 1969
 TU0464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0464+STABILITY: POSITION/ELEVATION WELL
 TU0464
 TU0464  HISTORY     - Date     Condition        Report By
 TU0464  HISTORY     - 1969     MONUMENTED       CGS
 TU0464
 TU0464                          STATION DESCRIPTION
 TU0464
 TU0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0464'3.95 MI NE FROM HONOLULU.
 TU0464'1.85 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0464'OF STATE HIGHWAY 61 AT HONOLULU, THENCE 0.1 MILE NORTHEAST ALONG
 TU0464'LIKELIKE HIGHWAY, THENCE 2.0 MILE NORTHEAST ALONG KALIHI STREET,
 TU0464'ACROSS THE STREET FROM A TWO STORY HOUSE WITH A ROCK FOUNDATION, IN
 TU0464'THE TOP OF BEDROCK ALONG THE SOUTHEAST SIDE OF KALIHI STREAM, DIRECTLY
 TU0464'ACROSS THE STREET FROM TELEPHONE POLE 187, 56.5 FEET NORTHWEST OF THE
 TU0464'CENTER LINE OF THE STREET, ABOUT 125 YARDS SOUTHWEST OF BENCH MARK E
 TU0464'13, 26.8 FEET WEST OF A ROCK RETAINING WALL, 20. FEET SOUTHEAST OF THE
 TU0464'NORTHWEST EDGE OF A ROCK LEDGE, ABOUT 1 FOOT LOWER THAN THE HIGHEST
 TU0464'POINT OF THE BEDROCK, AND 2 FEET LOWER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0620 ***********************************************************************
 TU0620  DESIGNATION -  D 14
 TU0620  PID         -  TU0620
 TU0620  STATE/COUNTY-  HI/HONOLULU
 TU0620  USGS QUAD   -  EWA (1983)
 TU0620
 TU0620                         *CURRENT SURVEY CONTROL
 TU0620  ___________________________________________________________________
 TU0620* NAD 83(1986)-  21 20 57.     (N)    158 07 42.     (W)     SCALED    
 TU0620* LOCAL TIDAL -         9.246  (meters)      30.33   (feet)  ADJ UNCH  
 TU0620  ___________________________________________________________________
 TU0620  GEOID HEIGHT-          15.24  (meters)                     GEOID03
 TU0620
 TU0620  VERT ORDER  -  FIRST     CLASS II
 TU0620
 TU0620.The horizontal coordinates were scaled from a topographic map and have
 TU0620.an estimated accuracy of +/- 6 seconds.
 TU0620
 TU0620.The orthometric height was key entered from printed documents
 TU0620.and not key verified.
 TU0620
 TU0620.The geoid height was determined by GEOID03.
 TU0620
 TU0620;                    North         East    Units  Estimated Accuracy
 TU0620;SPC HI 3     -    20,210.      486,690.      MT  (+/- 180 meters Scaled)
 TU0620
 TU0620                          SUPERSEDED SURVEY CONTROL
 TU0620
 TU0620.No superseded survey control is available for this station.
 TU0620
 TU0620_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ903610(NAD 83)
 TU0620_MARKER: DB = BENCH MARK DISK
 TU0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0620_SP_SET: CULVERT
 TU0620_STAMPING: D 14 1969
 TU0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0620
 TU0620  HISTORY     - Date     Condition        Report By
 TU0620  HISTORY     - 1969     MONUMENTED       CGS
 TU0620
 TU0620                          STATION DESCRIPTION
 TU0620
 TU0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0620'3.15 MI SE FROM NANAKULI.
 TU0620'3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0620'NANAKULI, IN THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF A 36-INCH
 TU0620'PIPE CULVERT OVER A CONCRETE LINED DRAINAGE CANAL, IN LINE WITH THE
 TU0620'SOUTHWEST CONCRETE LINING OF THE CANAL, 40.0 FEET NORTHEAST OF THE
 TU0620'CENTER LINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 153.6 FEET
 TU0620'NORTHWEST OF FIRE HYDRANT NO. L1212, 110.3 FEET SOUTHEAST OF POWER
 TU0620'POLE 170, 4.4 FEET NORTH OF THE SOUTHEAST END OF A METAL GUARDRAIL,
 TU0620'1.8 FEET NORTHWEST OF A 7-INCH IRON MANHOLE COVER MARKED WATER SUPPLY,
 TU0620'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0594 ***********************************************************************
 TU0594  DESIGNATION -  D 15
 TU0594  PID         -  TU0594
 TU0594  STATE/COUNTY-  HI/HONOLULU
 TU0594  USGS QUAD   -  HALEIWA (1983)
 TU0594
 TU0594                         *CURRENT SURVEY CONTROL
 TU0594  ___________________________________________________________________
 TU0594* NAD 83(1986)-  21 32 04.     (N)    158 05 06.     (W)     SCALED    
 TU0594* LOCAL TIDAL -       236.778  (meters)     776.83   (feet)  ADJ UNCH  
 TU0594  ___________________________________________________________________
 TU0594  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU0594
 TU0594  VERT ORDER  -  FIRST     CLASS II
 TU0594
 TU0594.The horizontal coordinates were scaled from a topographic map and have
 TU0594.an estimated accuracy of +/- 6 seconds.
 TU0594
 TU0594.The orthometric height was key entered from printed documents
 TU0594.and not key verified.
 TU0594
 TU0594.The geoid height was determined by GEOID03.
 TU0594
 TU0594;                    North         East    Units  Estimated Accuracy
 TU0594;SPC HI 3     -    40,720.      491,190.      MT  (+/- 180 meters Scaled)
 TU0594
 TU0594                          SUPERSEDED SURVEY CONTROL
 TU0594
 TU0594.No superseded survey control is available for this station.
 TU0594
 TU0594_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ947815(NAD 83)
 TU0594_MARKER: DB = BENCH MARK DISK
 TU0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0594_SP_SET: CULVERT
 TU0594_STAMPING: D 15 1969
 TU0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0594
 TU0594  HISTORY     - Date     Condition        Report By
 TU0594  HISTORY     - 1969     MONUMENTED       CGS
 TU0594
 TU0594                          STATION DESCRIPTION
 TU0594
 TU0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0594'4.85 MI SE FROM HALEIWA.
 TU0594'1.95 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0594'HALEIWA, THENCE 2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 99, BETWEEN
 TU0594'TWO CURVES, IN THE NORTHWEST CONCRETE WINGWALL OF A 50-FOOT CONCRETE
 TU0594'CULVERT UNDER THE HIGHWAY, 27.7 FEET NORTHEAST OF THE CENTER LINE OF
 TU0594'THE HIGHWAY, 12.0 FEET EAST OF A POWER POLE WITH TWO GUY WIRES, 23.1
 TU0594'FEET NORTH OF A 3-INCH IRON PIPE PROJECTING ABOUT 3 FEET ABOVE THE
 TU0594'GROUND, 29 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A DIRT ROAD
 TU0594'SOUTHWEST TO A FIELD, 1.5 FEET EAST OF THE NORTH CORNER OF A HEADWALL,
 TU0594'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0377 ***********************************************************************
 TU0377  DESIGNATION -  D 16
 TU0377  PID         -  TU0377
 TU0377  STATE/COUNTY-  HI/HONOLULU
 TU0377  USGS QUAD   -  KANEOHE (1983)
 TU0377
 TU0377                         *CURRENT SURVEY CONTROL
 TU0377  ___________________________________________________________________
 TU0377* NAD 83(1986)-  21 27 22.     (N)    157 49 38.     (W)     SCALED    
 TU0377* LOCAL TIDAL -         2.302  (meters)       7.55   (feet)  ADJ UNCH  
 TU0377  ___________________________________________________________________
 TU0377  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU0377
 TU0377  VERT ORDER  -  FIRST     CLASS II
 TU0377
 TU0377.The horizontal coordinates were scaled from a topographic map and have
 TU0377.an estimated accuracy of +/- 6 seconds.
 TU0377
 TU0377.The orthometric height was key entered from printed documents
 TU0377.and not key verified.
 TU0377
 TU0377.The geoid height was determined by GEOID03.
 TU0377
 TU0377;                    North         East    Units  Estimated Accuracy
 TU0377;SPC HI 3     -    32,060.      517,910.      MT  (+/- 180 meters Scaled)
 TU0377
 TU0377                          SUPERSEDED SURVEY CONTROL
 TU0377
 TU0377.No superseded survey control is available for this station.
 TU0377
 TU0377_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ215730(NAD 83)
 TU0377_MARKER: DB = BENCH MARK DISK
 TU0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0377_SP_SET: CULVERT
 TU0377_STAMPING: D 16 1969
 TU0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0377
 TU0377  HISTORY     - Date     Condition        Report By
 TU0377  HISTORY     - 1969     MONUMENTED       CGS
 TU0377
 TU0377                          STATION DESCRIPTION
 TU0377
 TU0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0377'3.6 MI NW FROM KANEOHE.
 TU0377'3.6 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0377'KANEOHE, IN THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 TU0377'NORTHEAST CONCRETE HEAD WALL OF A 6-FOOT CULVERT WHICH IS PART OF A
 TU0377'ROCK AND CONCRETE SEAWALL, 13.0 FEET NORTHEAST OF THE CENTER LINE OF
 TU0377'THE HIGHWAY, 47 FEET NORTH AND ACROSS THE HIGHWAY FROM POWER POLE
 TU0377'143-36, 41.6 FEET EAST AND ACROSS THE HIGHWAY FROM MAIL BOX NO. 47-272
 TU0377'KAM HIGHWAY, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY AND 5 FEET ABOVE
 TU0377'THE OCEAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0042 ***********************************************************************
 TU0042  DESIGNATION -  D 20
 TU0042  PID         -  TU0042
 TU0042  STATE/COUNTY-  HI/HAWAII
 TU0042  USGS QUAD   -  HILO (1995)
 TU0042
 TU0042                         *CURRENT SURVEY CONTROL
 TU0042  ___________________________________________________________________
 TU0042* NAD 83(1986)-  19 39 56.     (N)    155 03 41.     (W)     SCALED    
 TU0042* LOCAL TIDAL -        76.221  (meters)     250.07   (feet)  ADJ UNCH  
 TU0042  ___________________________________________________________________
 TU0042  GEOID HEIGHT-          18.13  (meters)                     GEOID03
 TU0042
 TU0042  VERT ORDER  -  FIRST     CLASS I
 TU0042
 TU0042.The horizontal coordinates were scaled from a topographic map and have
 TU0042.an estimated accuracy of +/- 6 seconds.
 TU0042
 TU0042.The orthometric height was key entered from printed documents
 TU0042.and not key verified.
 TU0042
 TU0042.The geoid height was determined by GEOID03.
 TU0042
 TU0042;                    North         East    Units  Estimated Accuracy
 TU0042;SPC HI 1     -    92,180.      545,990.      MT  (+/- 180 meters Scaled)
 TU0042
 TU0042                          SUPERSEDED SURVEY CONTROL
 TU0042
 TU0042.No superseded survey control is available for this station.
 TU0042
 TU0042_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB838757(NAD 83)
 TU0042_MARKER: DB = BENCH MARK DISK
 TU0042_SETTING: 66 = SET IN ROCK OUTCROP
 TU0042_SP_SET: BEDROCK
 TU0042_STAMPING: D 20 1975
 TU0042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0042+STABILITY: POSITION/ELEVATION WELL
 TU0042
 TU0042  HISTORY     - Date     Condition        Report By
 TU0042  HISTORY     - 1975     MONUMENTED       NGS
 TU0042
 TU0042                          STATION DESCRIPTION
 TU0042
 TU0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0042'4.8 MI SE FROM HILO.
 TU0042'0.15 MILE SOUTHEAST ALONG KINOOLE STREET FROM THE POST OFFICE IN HILO,
 TU0042'THENCE 0.05 MILE NORTHEAST ALONG HAILI STREET, THENCE 4.25 MILES ALONG
 TU0042'KILAUEA AVE., THENCE 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 11 TO THE
 TU0042'JUNCTION OF LAMA STREET, SET IN AN EXPOSED LAVA BEDROCK ON THE
 TU0042'NORTHEAST SIDE OF THE SOUTHEAST BOUND LANE OF ST. HWY. 11, 93.3 FEET
 TU0042'EAST OF THE CENTERLINE OF JCT. OF LAMA ST. AND ST. HWY. 11, 89.0 FEET
 TU0042'SOUTHEAST OF THE CENTERLINE OF LAMA ST., 24.0 FEET NORTHEAST OF THE
 TU0042'CENTERLINE OF ST. HWY. 11, AND 2 1/2 FEET ABOVE HWY. ALSO 4.05 MILES
 TU0042'SOUTHEAST FROM THE JUNCTION OF STATE HIGHWAYS 11 AND 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0887 ***********************************************************************
 TU0887  DESIGNATION -  D 23
 TU0887  PID         -  TU0887
 TU0887  STATE/COUNTY-  HI/MAUI
 TU0887  USGS QUAD   -  MAKENA (1995)
 TU0887
 TU0887                         *CURRENT SURVEY CONTROL
 TU0887  ___________________________________________________________________
 TU0887* NAD 83(1986)-  20 39 45.     (N)    156 25 12.     (W)     SCALED    
 TU0887* LOCAL TIDAL -       212.607  (meters)     697.53   (feet)  ADJUSTED  
 TU0887  ___________________________________________________________________
 TU0887  GEOID HEIGHT-          16.78  (meters)                     GEOID03
 TU0887
 TU0887  VERT ORDER  -  FIRST     CLASS I
 TU0887
 TU0887.The horizontal coordinates were scaled from a topographic map and have
 TU0887.an estimated accuracy of +/- 6 seconds.
 TU0887
 TU0887.The orthometric height was determined by differential leveling
 TU0887.and adjusted by the National Geodetic Survey in December 2003..
 TU0887
 TU0887.The geoid height was determined by GEOID03.
 TU0887
 TU0887;                    North         East    Units  Estimated Accuracy
 TU0887;SPC HI 2     -    36,460.      525,700.      MT  (+/- 180 meters Scaled)
 TU0887
 TU0887                          SUPERSEDED SURVEY CONTROL
 TU0887
 TU0887.No superseded survey control is available for this station.
 TU0887
 TU0887_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH688869(NAD 83)
 TU0887_MARKER: DV = VERTICAL CONTROL DISK
 TU0887_SETTING: 66 = SET IN ROCK OUTCROP
 TU0887_SP_SET: SET IN ROCK OUTCROP
 TU0887_STAMPING: D 23 1979
 TU0887_MARK LOGO: NGS   
 TU0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0887+STABILITY: POSITION/ELEVATION WELL
 TU0887
 TU0887  HISTORY     - Date     Condition        Report By
 TU0887  HISTORY     - 1979     MONUMENTED       NGS
 TU0887
 TU0887                          STATION DESCRIPTION
 TU0887
 TU0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0887'2.1 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0887'IN MAKENA, SET IN TOP OF THE NORTH END OF A LARGE NORTH-SOUTH LAVA
 TU0887'FLOW OUTCROP, 17 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0917 ***********************************************************************
 TU0917  DESIGNATION -  D 24
 TU0917  PID         -  TU0917
 TU0917  STATE/COUNTY-  HI/MAUI
 TU0917  USGS QUAD   -  PAIA (1997)
 TU0917
 TU0917                         *CURRENT SURVEY CONTROL
 TU0917  ___________________________________________________________________
 TU0917* NAD 83(1986)-  20 51 32.     (N)    156 22 09.     (W)     SCALED    
 TU0917* LOCAL TIDAL -       217.634  (meters)     714.02   (feet)  ADJUSTED  
 TU0917  ___________________________________________________________________
 TU0917  GEOID HEIGHT-          16.01  (meters)                     GEOID03
 TU0917
 TU0917  VERT ORDER  -  FIRST     CLASS I
 TU0917
 TU0917.The horizontal coordinates were scaled from a topographic map and have
 TU0917.an estimated accuracy of +/- 6 seconds.
 TU0917
 TU0917.The orthometric height was determined by differential leveling
 TU0917.and adjusted by the National Geodetic Survey in December 2003..
 TU0917
 TU0917.The geoid height was determined by GEOID03.
 TU0917
 TU0917;                    North         East    Units  Estimated Accuracy
 TU0917;SPC HI 2     -    58,210.      530,960.      MT  (+/- 180 meters Scaled)
 TU0917
 TU0917                          SUPERSEDED SURVEY CONTROL
 TU0917
 TU0917.No superseded survey control is available for this station.
 TU0917
 TU0917_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ737087(NAD 83)
 TU0917_MARKER: DV = VERTICAL CONTROL DISK
 TU0917_SETTING: 66 = SET IN ROCK OUTCROP
 TU0917_SP_SET: SET IN ROCK OUTCROP
 TU0917_STAMPING: D 24 1979
 TU0917_MARK LOGO: NGS   
 TU0917_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0917+STABILITY: POSITION/ELEVATION WELL
 TU0917
 TU0917  HISTORY     - Date     Condition        Report By
 TU0917  HISTORY     - 1979     MONUMENTED       NGS
 TU0917
 TU0917                          STATION DESCRIPTION
 TU0917
 TU0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0917'3.1 MILES NORTH ALONG STATE HIGHWAY 37 FROM ITS JUNCTION WITH STATE
 TU0917'HIGHWAY 400 IN PUKALANI, AT THE NORTH END OF A LONG HIGHWAY CUT, SET
 TU0917'IN TOP OF A LAVA FLOW OUTCROP, 150 FEET SOUTH OF THE CENTER OF A
 TU0917'CROSSROAD AND 39 FEET EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0657 ***********************************************************************
 TU0657  DESIGNATION -  D 245
 TU0657  PID         -  TU0657
 TU0657  STATE/COUNTY-  HI/HONOLULU
 TU0657  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0657
 TU0657                         *CURRENT SURVEY CONTROL
 TU0657  ___________________________________________________________________
 TU0657* NAD 83(1986)-  21 28 53.     (N)    158 02 50.     (W)     SCALED    
 TU0657* LOCAL TIDAL -       253.638  (meters)     832.14   (feet)  ADJ UNCH  
 TU0657  ___________________________________________________________________
 TU0657  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU0657
 TU0657  VERT ORDER  -  FIRST     CLASS II
 TU0657
 TU0657.The horizontal coordinates were scaled from a topographic map and have
 TU0657.an estimated accuracy of +/- 6 seconds.
 TU0657
 TU0657.The orthometric height was key entered from printed documents
 TU0657.and not key verified.
 TU0657
 TU0657.The geoid height was determined by GEOID03.
 TU0657
 TU0657;                    North         East    Units  Estimated Accuracy
 TU0657;SPC HI 3     -    34,850.      495,110.      MT  (+/- 180 meters Scaled)
 TU0657
 TU0657                          SUPERSEDED SURVEY CONTROL
 TU0657
 TU0657.No superseded survey control is available for this station.
 TU0657
 TU0657_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ987757(NAD 83)
 TU0657_MARKER: DB = BENCH MARK DISK
 TU0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0657_SP_SET: WALL
 TU0657_STAMPING: D 245 1962
 TU0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0657
 TU0657  HISTORY     - Date     Condition        Report By
 TU0657  HISTORY     - 1962     MONUMENTED       CGS
 TU0657  HISTORY     - 1963     GOOD             NGS
 TU0657
 TU0657                          STATION DESCRIPTION
 TU0657
 TU0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0657'IN WHEELER AIR FORCE BASE.
 TU0657'1.35 MILES WEST-SOUTHWEST ALONG WRIGHT AVENUE FROM THE SENTRY POST AT
 TU0657'THE WRIGHT GATE ENTRANCE TO WHEELER AIR FORCE BASE, CEMENTED IN A
 TU0657'DRILL HOLE IN THE TOP OF A CONCRETE WALL DIVIDING WRIGHT AVENUE, 14
 TU0657'INCHES WEST OF POINT WHERE WALL CHANGES FROM CONCRETE TO STONE AND
 TU0657'MORTAR CONSTRUCTION, 44.2 FEET NORTH-NORTHWEST OF FIRE HYDRANT NO. 73,
 TU0657'130 FEET EAST OF WEST END OF WALL, 75 FEET SOUTH OF THE SOUTH SIDE OF
 TU0657'WAREHOUSE NO. A-2, ABOUT 80 YARDS EAST-SOUTHEAST OF SENTRY POST AT THE
 TU0657'BACK ENTRANCE TO THE AIRBASE, AND DIRECTLY OPPOSITE THE WEST END OF A
 TU0657'STONE WALL ON NORTH SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0018 ***********************************************************************
 TU0018  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0018  DESIGNATION -  D 2=TIDAL BM
 TU0018  PID         -  TU0018
 TU0018  STATE/COUNTY-  HI/HAWAII
 TU0018  USGS QUAD   -  HILO (1995)
 TU0018
 TU0018                         *CURRENT SURVEY CONTROL
 TU0018  ___________________________________________________________________
 TU0018* NAD 83(1986)-  19 43 47.     (N)    155 03 16.     (W)     SCALED    
 TU0018* LOCAL TIDAL -         2.484  (meters)       8.15   (feet)  ADJ UNCH  
 TU0018  ___________________________________________________________________
 TU0018  GEOID HEIGHT-          17.57  (meters)                     GEOID03
 TU0018
 TU0018  VERT ORDER  -  FIRST     CLASS I
 TU0018
 TU0018.The horizontal coordinates were scaled from a topographic map and have
 TU0018.an estimated accuracy of +/- 6 seconds.
 TU0018
 TU0018.The orthometric height was key entered from printed documents
 TU0018.and not key verified.
 TU0018
 TU0018.This Tidal Bench Mark is designated as VM 1664
 TU0018.by the Center for Operational Oceanographic Products and Services.
 TU0018
 TU0018.The geoid height was determined by GEOID03.
 TU0018
 TU0018;                    North         East    Units  Estimated Accuracy
 TU0018;SPC HI 1     -    99,280.      546,700.      MT  (+/- 180 meters Scaled)
 TU0018
 TU0018                          SUPERSEDED SURVEY CONTROL
 TU0018
 TU0018.No superseded survey control is available for this station.
 TU0018
 TU0018_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB846828(NAD 83)
 TU0018_MARKER: DB = BENCH MARK DISK
 TU0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0018_SP_SET: PIER
 TU0018_STAMPING: D 2 1926
 TU0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0018
 TU0018  HISTORY     - Date     Condition        Report By
 TU0018  HISTORY     - 1926     MONUMENTED       CGS
 TU0018  HISTORY     - 1975     GOOD             NGS
 TU0018
 TU0018                          STATION DESCRIPTION
 TU0018
 TU0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0018'0.85 MI NE FROM HILO.
 TU0018'0.70 MILE NORTHEAST ALONG KALANIANAOLE AVE. FROM THE INTERSECTIONS OF
 TU0018'STATE HIGHWAYS 11 AND 19, THENCE 0.01 MILE NORTH ALONG KUHIO ST. TO
 TU0018'THE ENTRANCE TO PORT OF HILO, THENCE ABOUT 0.05 MILE NORTH TO THE
 TU0018'NORTHEAST CORNER OF PIER 2, IN TOP OF THE NORTHEAST CORNER OF A
 TU0018'CONCRETE WHARF, 2.0 FEET SOUTHWEST OF THE NORTHEAST CORNER, 11.0 FEET
 TU0018'EAST OF A BALLARD, 7.0 FEET NORTH OF THE WEST END OF CONCRETE CURB,
 TU0018'1.4 FEET WEST OF EAST EDGE OF WHARF, 1.4 FEET SOUTH OF NORTH EDGE, AND
 TU0018'ABOUT LEVEL WITH WHARF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0208 ***********************************************************************
 TU0208  DESIGNATION -  D 6
 TU0208  PID         -  TU0208
 TU0208  STATE/COUNTY-  HI/MAUI
 TU0208  USGS QUAD   -  PAIA (1997)
 TU0208
 TU0208                         *CURRENT SURVEY CONTROL
 TU0208  ___________________________________________________________________
 TU0208* NAD 83(1986)-  20 52 01.     (N)    156 22 51.     (W)     SCALED    
 TU0208* LOCAL TIDAL -       146.016  (meters)     479.05   (feet)  ADJUSTED  
 TU0208  ___________________________________________________________________
 TU0208  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU0208
 TU0208  VERT ORDER  -  FIRST     CLASS I
 TU0208
 TU0208.The horizontal coordinates were scaled from a topographic map and have
 TU0208.an estimated accuracy of +/- 6 seconds.
 TU0208
 TU0208.The orthometric height was determined by differential leveling
 TU0208.and adjusted by the National Geodetic Survey in December 2003..
 TU0208
 TU0208.The geoid height was determined by GEOID03.
 TU0208
 TU0208;                    North         East    Units  Estimated Accuracy
 TU0208;SPC HI 2     -    59,100.      529,740.      MT  (+/- 180 meters Scaled)
 TU0208
 TU0208                          SUPERSEDED SURVEY CONTROL
 TU0208
 TU0208.No superseded survey control is available for this station.
 TU0208
 TU0208_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ725096(NAD 83)
 TU0208_MARKER: DB = BENCH MARK DISK
 TU0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0208_SP_SET: BRIDGE
 TU0208_STAMPING: D 6 1950
 TU0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0208
 TU0208  HISTORY     - Date     Condition        Report By
 TU0208  HISTORY     - 1950     MONUMENTED       CGS
 TU0208  HISTORY     - 1968     GOOD             CGS
 TU0208  HISTORY     - 1979     GOOD             NGS
 TU0208
 TU0208                          STATION DESCRIPTION
 TU0208
 TU0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0208'6 MI E FROM KAHULUI.
 TU0208'FROM THE INTERSECTION OF STATE HIGHWAYS 32 AND 35 IN KAHULUI, GO EAST
 TU0208'ON STATE HIGHWAYS 32 AND 36 FOR 3.3 MILES, THENCE TURN RIGHT AND GO
 TU0208'3.45 MILES, ON STATE HIGHWAY 37, TO THE LOWRIE DITCH, ABOUT 50 YARDS
 TU0208'WEST OF THE CROSSROAD INTERSECTION OF KEAHUA ROAD.  ON SOUTH SIDE OF
 TU0208'HIGHWAY, 111 FEET EAST OF POWER POLE NO. 63, 52.6 FEET
 TU0208'SOUTH-SOUTHEAST, ACROSS HIGHWAY, FROM BENCH MARK E 6, AND CEMENTED IN
 TU0208'A DRILL HOLE IN THE TOP OF THE SOUTH CONCRETE BRIDGE RAIL, ABOUT 3
 TU0208'FEET HIGHER THAN HIGHWAY AND 3 FEET WEST FROM EAST END OF RAIL.  THE
 TU0208'LETTERS USBM ARE PAINTED ON THE CONCRETE RAIL, BELOW THE MARK.
 TU0208
 TU0208                          STATION RECOVERY (1979)
 TU0208
 TU0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0208'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT STATE HIGHWAY 37 HAS
 TU0208'MOVED, AND THE MARK IS IN THE OLD HIGHWAY BRIDGE, 89 FEET EAST OF
 TU0208'THE CENTER OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1894 ***********************************************************************
 TU1894  DESIGNATION -  DAN
 TU1894  PID         -  TU1894
 TU1894  STATE/COUNTY-  HI/KAUAI
 TU1894  USGS QUAD   -  ANAHOLA (1996)
 TU1894
 TU1894                         *CURRENT SURVEY CONTROL
 TU1894  ___________________________________________________________________
 TU1894* NAD 83(1993)-  22 10 42.89639(N)    159 18 44.47124(W)     ADJUSTED  
 TU1894* LOCAL TIDAL -                                                        
 TU1894  ___________________________________________________________________
 TU1894  EPOCH DATE  -        1993.62
 TU1894  LAPLACE CORR-         -13.89  (seconds)                    DEFLEC99
 TU1894  GEOID HEIGHT-          14.49  (meters)                     GEOID03
 TU1894
 TU1894  HORZ ORDER  -  THIRD
 TU1894
 TU1894.The horizontal coordinates were established by classical geodetic methods
 TU1894.and adjusted by the National Geodetic Survey in December 1998..
 TU1894.The horizontal coordinates are valid at the epoch date displayed above.
 TU1894.The epoch date for horizontal control is a decimal equivalence
 TU1894.of Year/Month/Day.
 TU1894
 TU1894
 TU1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1894
 TU1894.The geoid height was determined by GEOID03.
 TU1894
 TU1894;                    North         East     Units Scale Factor Converg.
 TU1894;SPC HI 4     -    38,241.125   519,352.297   MT  0.99999463   +0 04 15.0
 TU1894;UTM  04      - 2,452,626.868   467,799.055   MT  0.99961281   -0 07 04.5
 TU1894
 TU1894                          SUPERSEDED SURVEY CONTROL
 TU1894
 TU1894  NAD 83(1986)-  22 10 42.85889(N)    159 18 44.53013(W) AD(       ) 4
 TU1894  OLD HI      -  22 10 54.22000(N)    159 18 54.62000(W) AD(       ) 3
 TU1894
 TU1894.Superseded values are not recommended for survey control.
 TU1894.NGS no longer adjusts projects to the OLD HI datum.
 TU1894.See file dsdata.txt to determine how the superseded data were derived.
 TU1894
 TU1894_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6779952627(NAD 83)
 TU1894
 TU1894  HISTORY     - Date     Condition        Report By
 TU1894  HISTORY     - 1910     MONUMENTED       CGS
 TU1894  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1894  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU1894
 TU1894                          STATION DESCRIPTION
 TU1894
 TU1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1894'FLAG IN PILE OF ROCKS AT TOP OF BLUFF NORTH OF ENTRANCE TO
 TU1894'PAPAA HARBOR, NORTHEAST COAST OF KAUAI.
 TU1894
 TU1894                          STATION RECOVERY (1965)
 TU1894
 TU1894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1894'STATION IS DESTROYED.  THERE ARE NOW LARGE IRONWOOD TREES IN
 TU1894'THIS VICINITY, PLANTED IN STRAIGHT ROWS AND THE LAND WAS
 TU1894'PROBABLY CULTIVATED FIRST.
 TU1894
 TU1894                          STATION RECOVERY (1998)
 TU1894
 TU1894'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2927 ***********************************************************************
 TU2927  DESIGNATION -  DAN
 TU2927  PID         -  TU2927
 TU2927  STATE/COUNTY-  HI/MAUI
 TU2927  USGS QUAD   -  MAKENA (1995)
 TU2927
 TU2927                         *CURRENT SURVEY CONTROL
 TU2927  ___________________________________________________________________
 TU2927* NAD 83(1993)-  20 38 39.35046(N)    156 26 45.09666(W)     ADJUSTED  
 TU2927* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2927  ___________________________________________________________________
 TU2927  EPOCH DATE  -        1993.62
 TU2927  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 TU2927  GEOID HEIGHT-          16.55  (meters)                     GEOID03
 TU2927
 TU2927  HORZ ORDER  -  THIRD
 TU2927
 TU2927.The horizontal coordinates were established by classical geodetic methods
 TU2927.and adjusted by the National Geodetic Survey in December 1998..
 TU2927.The horizontal coordinates are valid at the epoch date displayed above.
 TU2927.The epoch date for horizontal control is a decimal equivalence
 TU2927.of Year/Month/Day.
 TU2927
 TU2927.The orthometric height was scaled from a topographic map.
 TU2927
 TU2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2927
 TU2927.The geoid height was determined by GEOID03.
 TU2927
 TU2927;                    North         East     Units Scale Factor Converg.
 TU2927;SPC HI 2     -    34,437.762   523,010.569   MT  0.99997321   +0 04 40.3
 TU2927;UTM  04      - 2,284,870.559   766,139.259   MT  1.00047545   +0 54 03.7
 TU2927
 TU2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2927!SPC HI 2     -   0.99999724  x   0.99997321  =   0.99997045
 TU2927!UTM  04      -   0.99999724  x   1.00047545  =   1.00047269
 TU2927
 TU2927:                Primary Azimuth Mark                     Grid Az
 TU2927:SPC HI 2     -  PUU OLAI 1879                            198 41 20.3
 TU2927:UTM  04      -  PUU OLAI 1879                            197 51 56.9
 TU2927
 TU2927|---------------------------------------------------------------------|
 TU2927| PID    Reference Object                     Distance      Geod. Az  |
 TU2927|                                                           dddmmss.s |
 TU2927| TU2931 PUU OLAI 1879                       APPROX. 0.9 KM 1984600.6 |
 TU2927|---------------------------------------------------------------------|
 TU2927
 TU2927                          SUPERSEDED SURVEY CONTROL
 TU2927
 TU2927  NAD 83(1986)-  20 38 39.32409(N)    156 26 45.08709(W) AD(       ) 3
 TU2927  OLD HI      -  20 38 50.80200(N)    156 26 55.23300(W) AD(       ) 3
 TU2927
 TU2927.Superseded values are not recommended for survey control.
 TU2927.NGS no longer adjusts projects to the OLD HI datum.
 TU2927.See file dsdata.txt to determine how the superseded data were derived.
 TU2927
 TU2927_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6613984871(NAD 83)
 TU2927
 TU2927  HISTORY     - Date     Condition        Report By
 TU2927  HISTORY     - UNK      MONUMENTED
 TU2927  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2927
 TU2927                          STATION DESCRIPTION
 TU2927
 TU2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2927'STATION WAS RECOVERED AND IDENTIFIED BY AN ANGLE
 TU2927'CHECK.  LOCATED ABOUT 4-1/2 MILES SOUTH OF THE KIHEI POST
 TU2927'OFFICE, 1/2-MILE NORTHEAST OF PUU OLAI, AND 700 FEET
 TU2927'WEST-NORTHWEST OF HIGHWAY 31, ALONG THE SEACOAST, ON MALUAKA
 TU2927'POINT.  ABOUT 150 YARDS SOUTHWEST OF A BEACH SHACK, AND JUST
 TU2927'INSIDE THE BRUSH LINE OF THE POINT, AMONG LARGE TREES.
 TU2927'
 TU2927'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2927'STATE HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM
 TU2927'ROAD.  CONTINUE AHEAD, ON GRADED ROAD, FOR 3.4 MILES TO HIGHWAY
 TU2927'JUNCTION WHERE HIGHWAY 31 GOES LEFT, MAUKA.  CONTINUE AHEAD FOR
 TU2927'0.5 MILE TO OLD CHURCH ON RIGHT.  CONTINUE FOR 0.45 MILE TO END
 TU2927'OF TRUCK TRAVEL BY POWER POLE 63.  PACK WEST ALONG TRAIL ABOUT
 TU2927'150 YARDS TO BEACH SHACK.  BEAR LEFT AND GO ABOUT 150 YARDS
 TU2927'ALONG ROCKY SHORE TO STATION ON TIMBERED POINT.
 TU2927'
 TU2927'STATION MARK IS A 1-INCH PIPE THAT PROJECTS 1 FOOT FROM
 TU2927'GROUND.  IT IS 5 FEET SOUTHWEST OF A LARGE, 4-FOOT-HIGH KIAWE
 TU2927'STUMP, 8 FEET EAST FROM BARE ROCK BEACH LINE, AND ABOUT 5 FEET
 TU2927'HIGHER THAN BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1397 ***********************************************************************
 TU1397  DESIGNATION -  DANJON ASTROLABE 1957
 TU1397  PID         -  TU1397
 TU1397  STATE/COUNTY-  HI/HONOLULU
 TU1397  USGS QUAD   -  PEARL HARBOR (1983)
 TU1397
 TU1397                         *CURRENT SURVEY CONTROL
 TU1397  ___________________________________________________________________
 TU1397* NAD 83(1993)-  21 20 39.24586(N)    157 54 58.35126(W)     ADJUSTED  
 TU1397* LOCAL TIDAL -                                                        
 TU1397  ___________________________________________________________________
 TU1397  EPOCH DATE  -        1993.62
 TU1397  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 TU1397  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1397
 TU1397  HORZ ORDER  -  THIRD
 TU1397
 TU1397.The horizontal coordinates were established by classical geodetic methods
 TU1397.and adjusted by the National Geodetic Survey in December 1998..
 TU1397.The horizontal coordinates are valid at the epoch date displayed above.
 TU1397.The epoch date for horizontal control is a decimal equivalence
 TU1397.of Year/Month/Day.
 TU1397
 TU1397
 TU1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1397
 TU1397.The geoid height was determined by GEOID03.
 TU1397
 TU1397;                    North         East     Units Scale Factor Converg.
 TU1397;SPC HI 3     -    19,662.543   508,691.601   MT  0.99999093   +0 01 49.8
 TU1397;UTM  04      - 2,360,632.731   612,381.826   MT  0.99975607   +0 23 40.2
 TU1397
 TU1397                          SUPERSEDED SURVEY CONTROL
 TU1397
 TU1397  NAD 83(1986)-  21 20 39.19506(N)    157 54 58.36083(W) AD(       ) 4
 TU1397  OLD HI      -  21 20 50.57400(N)    157 55 08.23800(W) AD(       ) 3
 TU1397
 TU1397.Superseded values are not recommended for survey control.
 TU1397.NGS no longer adjusts projects to the OLD HI datum.
 TU1397.See file dsdata.txt to determine how the superseded data were derived.
 TU1397
 TU1397_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1238260633(NAD 83)
 TU1397
 TU1397  HISTORY     - Date     Condition        Report By
 TU1397  HISTORY     - 1957     MONUMENTED       CGS
 TU1397
 TU1397                          STATION DESCRIPTION
 TU1397
 TU1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TU1397'SEE STATION HAWAII ASTRO IGY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0450 ***********************************************************************
 TU0450  DESIGNATION -  DD 2
 TU0450  PID         -  TU0450
 TU0450  STATE/COUNTY-  HI/HONOLULU
 TU0450  USGS QUAD   -  PEARL HARBOR (1983)
 TU0450
 TU0450                         *CURRENT SURVEY CONTROL
 TU0450  ___________________________________________________________________
 TU0450* NAD 83(1986)-  21 20 51.     (N)    157 57 42.     (W)     SCALED    
 TU0450* LOCAL TIDAL -         3.697  (meters)      12.13   (feet)  ADJ UNCH  
 TU0450  ___________________________________________________________________
 TU0450  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0450
 TU0450  VERT ORDER  -  SECOND    CLASS 0
 TU0450
 TU0450.The horizontal coordinates were scaled from a topographic map and have
 TU0450.an estimated accuracy of +/- 6 seconds.
 TU0450
 TU0450.The orthometric height was key entered from printed documents
 TU0450.and not key verified.
 TU0450
 TU0450.The geoid height was determined by GEOID03.
 TU0450
 TU0450;                    North         East    Units  Estimated Accuracy
 TU0450;SPC HI 3     -    20,020.      503,980.      MT  (+/- 180 meters Scaled)
 TU0450
 TU0450                          SUPERSEDED SURVEY CONTROL
 TU0450
 TU0450.No superseded survey control is available for this station.
 TU0450
 TU0450_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ076609(NAD 83)
 TU0450_MARKER: Z = SEE DESCRIPTION
 TU0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0450_SP_SET: WALL
 TU0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0450+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 TU0450
 TU0450  HISTORY     - Date     Condition        Report By
 TU0450  HISTORY     - UNK      MONUMENTED       DOD
 TU0450  HISTORY     - 1966     GOOD             NGS
 TU0450  HISTORY     - 20030707 GOOD             GEOCAC
 TU0450
 TU0450                          STATION DESCRIPTION
 TU0450
 TU0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0450'7.1 MI WNW FROM HONOLULU.
 TU0450'THE MARK IS A 1 INCH BRASS PIN SET IN THE VERTICAL WALL OF BUILDING
 TU0450'NO. 214 WHICH IS JUST SOUTHWEST OF THE INTERSECTION OF FIFTH STREET
 TU0450'AND AVENUE G ON PEARL HARBOR NAVY BASE.  THE PIN EXTENDS FROM THE WALL
 TU0450'ABOUT 1/2 INCH AND IS CUT SO AS TO LEAVE ONLY THE BOTTOM TWO QUADRANTS
 TU0450'EXTENDING FROM THE WALL.  THE PIN IS 0.9 FOOT FROM THE BLACK TOP
 TU0450'SURFACE AND 1 FOOT NORTHEAST OF THE NORTHWEST CORNER OF BUILDING NO.
 TU0450'214.
 TU0450
 TU0450                          STATION RECOVERY (2003)
 TU0450
 TU0450'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0450'STREET NAMES HAVE BEEN CHANGED TO CHOSIN ST. AND INGERSOLL AVE.  GPS
 TU0450'LOCATION IS N 21 20 50.0 W 157 57 34.2 ABOUT 0.2 MILE FROM PREVIOUSLY
 TU0450'REPORTED POSITION.  THIS AREA IS IN THE NAVY'S CONTROLLED INDUSTRIAL
 TU0450'AREA, SPECIAL PERMISSION IS REQUIRED TO ENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0449 ***********************************************************************
 TU0449  DESIGNATION -  DD 4
 TU0449  PID         -  TU0449
 TU0449  STATE/COUNTY-  HI/HONOLULU
 TU0449  USGS QUAD   -  PEARL HARBOR (1983)
 TU0449
 TU0449                         *CURRENT SURVEY CONTROL
 TU0449  ___________________________________________________________________
 TU0449* NAD 83(1986)-  21 20 44.     (N)    157 57 57.     (W)     SCALED    
 TU0449* LOCAL TIDAL -         3.418  (meters)      11.21   (feet)  ADJ UNCH  
 TU0449  ___________________________________________________________________
 TU0449  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU0449
 TU0449  VERT ORDER  -  SECOND    CLASS 0
 TU0449
 TU0449.The horizontal coordinates were scaled from a topographic map and have
 TU0449.an estimated accuracy of +/- 6 seconds.
 TU0449
 TU0449.The orthometric height was key entered from printed documents
 TU0449.and not key verified.
 TU0449
 TU0449.The geoid height was determined by GEOID03.
 TU0449
 TU0449;                    North         East    Units  Estimated Accuracy
 TU0449;SPC HI 3     -    19,810.      503,540.      MT  (+/- 180 meters Scaled)
 TU0449
 TU0449                          SUPERSEDED SURVEY CONTROL
 TU0449
 TU0449.No superseded survey control is available for this station.
 TU0449
 TU0449_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ072607(NAD 83)
 TU0449_MARKER: DD = SURVEY DISK
 TU0449_SETTING: 0 = UNSPECIFIED SETTING
 TU0449_STAMPING: U.S. NAVY TRIANGULATION POINT DD 4
 TU0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0449+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 TU0449
 TU0449  HISTORY     - Date     Condition        Report By
 TU0449  HISTORY     - UNK      MONUMENTED       DOD
 TU0449  HISTORY     - 1966     GOOD             NGS
 TU0449  HISTORY     - 20030709 GOOD             GEOCAC
 TU0449
 TU0449                          STATION DESCRIPTION
 TU0449
 TU0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0449'7.2 MI WNW FROM HONOLULU.
 TU0449'TURN LEFT AFTER ENTERING PEARL HARBOR NAVAL BASE THROUGH NIMITZ GATE,
 TU0449'PROCEED WEST ON SOUTH AVENUE 1.4 MILES, CONTINUE STRAIGHT INTO THE
 TU0449'SHIPYARD SANDBLAST AREA TO DRYDOCK NO. 4.  THE DISK IS SET IN CONCRETE
 TU0449'AT THE SOUTHWEST CORNER OF DRYDOCK NO. 4, 10.5 FEET SOUTHEAST OF THE
 TU0449'SOUTHEAST EDGE OF THE DOCK AND 10.5 FEET NORTHEAST OF THE SOUTHWEST
 TU0449'END OF THE DOCK ENTRANCE.
 TU0449
 TU0449                          STATION RECOVERY (2003)
 TU0449
 TU0449'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0449'NEW DESCRIPTION OF ROUTE TO MARK, TURN LEFT AFTER ENTERING PEARL
 TU0449'HARBOR NAVAL BASE THROUGH NIMITZ GATE PROCEED WEST ON SOUTH AVENUE.
 TU0449'TURN RIGHT ON RUSSELL AVENUE TO CENTRAL AVENUE. TURN LEFT ON CENTRAL
 TU0449'AVENUE CONTINUE STRAIGHT TO SEABEE WAY.  TURN RIGHT ON SEEBEE WAY THEN
 TU0449'LEFT ON CUSHING STREET TO THE GATE FOR DRYDOCK NO. 4.
 TU0449'THE DISK IS SET IN CONCRETE AT THE SOUTHWEST CORNER OF DRYDOCK NO. 4,
 TU0449'10.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE DOCK AND 10.5 FEET
 TU0449'NORTHEAST OF THE SOUTHWEST END OF THE DOCK ENTRANCE.
 TU0449'THE DRYDOCK AREA IS PART OF THE NAVY S CONTROLLED INDUSTRIAL AREA.
 TU0449'SPECIAL PERMISSION IS REQUIRED TO ENTER.
 TU0449' 
 TU0449' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1229 ***********************************************************************
 TU1229  DESIGNATION -  DE RUSSY 1927
 TU1229  PID         -  TU1229
 TU1229  STATE/COUNTY-  HI/HONOLULU
 TU1229  USGS QUAD   -  HONOLULU (1983)
 TU1229
 TU1229                         *CURRENT SURVEY CONTROL
 TU1229  ___________________________________________________________________
 TU1229* NAD 83(1993)-  21 16 43.93363(N)    157 50 02.00694(W)     ADJUSTED  
 TU1229* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1229  ___________________________________________________________________
 TU1229  EPOCH DATE  -        1993.62
 TU1229  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 TU1229  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1229
 TU1229  HORZ ORDER  -  THIRD
 TU1229
 TU1229.The horizontal coordinates were established by classical geodetic methods
 TU1229.and adjusted by the National Geodetic Survey in December 1998..
 TU1229.The horizontal coordinates are valid at the epoch date displayed above.
 TU1229.The epoch date for horizontal control is a decimal equivalence
 TU1229.of Year/Month/Day.
 TU1229
 TU1229.The orthometric height was scaled from a topographic map.
 TU1229
 TU1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1229
 TU1229.The geoid height was determined by GEOID03.
 TU1229
 TU1229;                    North         East     Units Scale Factor Converg.
 TU1229;SPC HI 3     -    12,432.140   517,238.001   MT  0.99999367   +0 03 37.0
 TU1229;UTM  04      - 2,353,458.298   620,972.001   MT  0.99978084   +0 25 23.7
 TU1229
 TU1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1229!SPC HI 3     -   0.99999725  x   0.99999367  =   0.99999092
 TU1229!UTM  04      -   0.99999725  x   0.99978084  =   0.99977809
 TU1229
 TU1229:                Primary Azimuth Mark                     Grid Az
 TU1229:SPC HI 3     -  PUNCHBOWL RESET                          336 45 25.4
 TU1229:UTM  04      -  PUNCHBOWL RESET                          336 23 38.7
 TU1229
 TU1229|---------------------------------------------------------------------|
 TU1229| PID    Reference Object                     Distance      Geod. Az  |
 TU1229|                                                           dddmmss.s |
 TU1229| TU1258 PUNCHBOWL RESET                     APPROX. 4.0 KM 3364902.4 |
 TU1229|---------------------------------------------------------------------|
 TU1229
 TU1229                          SUPERSEDED SURVEY CONTROL
 TU1229
 TU1229  NAD 83(1986)-  21 16 43.88406(N)    157 50 02.01683(W) AD(       ) 3
 TU1229  OLD HI      -  21 16 55.26900(N)    157 50 11.88600(W) AD(       ) 3
 TU1229
 TU1229.Superseded values are not recommended for survey control.
 TU1229.NGS no longer adjusts projects to the OLD HI datum.
 TU1229.See file dsdata.txt to determine how the superseded data were derived.
 TU1229
 TU1229_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2097253458(NAD 83)
 TU1229
 TU1229  HISTORY     - Date     Condition        Report By
 TU1229  HISTORY     - 1927     MONUMENTED       CGS
 TU1229  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1229  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 TU1229
 TU1229                          STATION DESCRIPTION
 TU1229
 TU1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1229'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  NO
 TU1229'REFERENCE MARKS WERE ESTABLISHED BECAUSE THE STATION IS IN A
 TU1229'WELL-PROTECTED LOCATION IN A RESTRICTED AREA ON A MILITARY
 TU1229'RESERVATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1229'
 TU1229'STATION IS LOCATED IN THE WAIKIKI DISTRICT OF HONOLULU, IN THE
 TU1229'SOUTH END OF FORT DE RUSSY MILITARY RESERVATION.  ON THE CONCRETE
 TU1229'ROOF OF BATTERY RANDOLPH, A LARGE, CONCRETE BUILDING THAT FORMERLY
 TU1229'HELD TWO COASTAL DEFENSE CANNON.
 TU1229'
 TU1229'STATION MARK IS A STANDARD DISK STAMPED DE RUSSY 1927, CEMENTED
 TU1229'IN A DRILL HOLE IN THE CONCRETE ROOF, 17.7 FEET NORTHEAST OF
 TU1229'SOUTHWEST EDGE OF ROOF, 75.5 FEET SOUTHWEST FROM THE TOP OF THE
 TU1229'BEVEL OF THE NORTHEAST EDGE OF THE ROOF, 18 FEET NORTHWEST OF THE
 TU1229'CENTER OF THE SECOND MANHOLE COVER (FROM THE SOUTHEAST END) OF A
 TU1229'ROW OF FIVE, 14.1 FEET SOUTHEAST OF THE CENTER OF THE THIRD
 TU1229'MANHOLE COVER IN THE ROW, 9.4 FEET SOUTHEAST FROM THE CENTER-LINE
 TU1229'OF THE BATTERY, AND OPPOSITE THE BATTERY OBSERVATION POST.
 TU1229
 TU1229                          STATION RECOVERY (1999)
 TU1229
 TU1229'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1831 ***********************************************************************
 TU1831  DESIGNATION -  DEAD SNAG
 TU1831  PID         -  TU1831
 TU1831  STATE/COUNTY-  HI/KAUAI
 TU1831  USGS QUAD   -  HANAPEPE (1996)
 TU1831
 TU1831                         *CURRENT SURVEY CONTROL
 TU1831  ___________________________________________________________________
 TU1831* NAD 83(1993)-  21 57 36.01255(N)    159 39 31.21762(W)     ADJUSTED  
 TU1831* LOCAL TIDAL -                                                        
 TU1831  ___________________________________________________________________
 TU1831  EPOCH DATE  -        1993.62
 TU1831  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TU1831  GEOID HEIGHT-          16.25  (meters)                     GEOID03
 TU1831
 TU1831  HORZ ORDER  -  THIRD
 TU1831
 TU1831.The horizontal coordinates were established by classical geodetic methods
 TU1831.and adjusted by the National Geodetic Survey in December 1998..
 TU1831.The horizontal coordinates are valid at the epoch date displayed above.
 TU1831.The epoch date for horizontal control is a decimal equivalence
 TU1831.of Year/Month/Day.
 TU1831
 TU1831
 TU1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1831
 TU1831.The geoid height was determined by GEOID03.
 TU1831
 TU1831;                    North         East     Units Scale Factor Converg.
 TU1831;SPC HI 4     -    14,034.391   483,610.792   MT  0.99999332   -0 03 33.6
 TU1831;UTM  04      - 2,428,546.105   431,991.230   MT  0.99965715   -0 14 46.8
 TU1831
 TU1831                          SUPERSEDED SURVEY CONTROL
 TU1831
 TU1831  NAD 83(1986)-  21 57 35.97791(N)    159 39 31.23685(W) AD(       ) 4
 TU1831  OLD HI      -  21 57 47.07000(N)    159 39 41.58000(W) AD(       ) 3
 TU1831
 TU1831.Superseded values are not recommended for survey control.
 TU1831.NGS no longer adjusts projects to the OLD HI datum.
 TU1831.See file dsdata.txt to determine how the superseded data were derived.
 TU1831
 TU1831_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3199128546(NAD 83)
 TU1831
 TU1831  HISTORY     - Date     Condition        Report By
 TU1831  HISTORY     - UNK      MONUMENTED
 TU1831  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1831  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1831
 TU1831                          STATION DESCRIPTION
 TU1831
 TU1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1831'STATION IS GONE.  THERE IS NOW A CANE FIELD AT THIS LOCATION.
 TU1831
 TU1831                          STATION RECOVERY (2005)
 TU1831
 TU1831'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2240 ***********************************************************************
 TU2240  DESIGNATION -  DELUZ
 TU2240  PID         -  TU2240
 TU2240  STATE/COUNTY-  HI/HAWAII
 TU2240  USGS QUAD   -  HILO (1995)
 TU2240
 TU2240                         *CURRENT SURVEY CONTROL
 TU2240  ___________________________________________________________________
 TU2240* NAD 83(1993)-  19 39 01.08271(N)    155 07 17.63176(W)     ADJUSTED  
 TU2240* LOCAL TIDAL -       314.5    (meters)    1032.     (feet)  VERT ANG  
 TU2240  ___________________________________________________________________
 TU2240  EPOCH DATE  -        1993.62
 TU2240  LAPLACE CORR-         -18.20  (seconds)                    DEFLEC99
 TU2240  GEOID HEIGHT-          19.72  (meters)                     GEOID03
 TU2240
 TU2240  HORZ ORDER  -  SECOND
 TU2240
 TU2240.The horizontal coordinates were established by classical geodetic methods
 TU2240.and adjusted by the National Geodetic Survey in December 1998..
 TU2240.The horizontal coordinates are valid at the epoch date displayed above.
 TU2240.The epoch date for horizontal control is a decimal equivalence
 TU2240.of Year/Month/Day.
 TU2240
 TU2240.The orthometric height was determined by vertical angle observations.
 TU2240
 TU2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2240
 TU2240.The geoid height was determined by GEOID03.
 TU2240
 TU2240;                    North         East     Units Scale Factor Converg.
 TU2240;SPC HI 1     -    90,475.262   539,687.806   MT  0.99998613   +0 07 38.1
 TU2240;UTM  05      - 2,174,169.758   277,547.706   MT  1.00021169   -0 42 49.4
 TU2240
 TU2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2240!SPC HI 1     -   0.99994746  x   0.99998613  =   0.99993360
 TU2240!UTM  05      -   0.99994746  x   1.00021169  =   1.00015914
 TU2240
 TU2240|---------------------------------------------------------------------|
 TU2240| PID    Reference Object                     Distance      Geod. Az  |
 TU2240|                                                           dddmmss.s |
 TU2240| CN5120 DELUZ RM 1                            7.216 METERS 00933     |
 TU2240| TU2265 HALAI 2                             APPROX. 7.8 KM 0193854.5 |
 TU2240| TU2275 WAIAKEA MAUKA=1183                  427.777 METERS 2273322.1 |
 TU2240| CN5121 DELUZ RM 2                            7.921 METERS 25732     |
 TU2240|---------------------------------------------------------------------|
 TU2240
 TU2240                          SUPERSEDED SURVEY CONTROL
 TU2240
 TU2240  NAD 83(1986)-  19 39 01.05268(N)    155 07 17.65774(W) AD(       ) 2
 TU2240  OLD HI      -  19 39 11.98117(N)    155 07 27.62932(W) AD(       ) 2
 TU2240
 TU2240.Superseded values are not recommended for survey control.
 TU2240.NGS no longer adjusts projects to the OLD HI datum.
 TU2240.See file dsdata.txt to determine how the superseded data were derived.
 TU2240
 TU2240_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7754874170(NAD 83)
 TU2240_MARKER: Z = SEE DESCRIPTION
 TU2240_SETTING: 0 = UNSPECIFIED SETTING
 TU2240
 TU2240  HISTORY     - Date     Condition        Report By
 TU2240  HISTORY     - 1977     MONUMENTED       HIGS
 TU2240
 TU2240                          STATION DESCRIPTION
 TU2240
 TU2240'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2240'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF HILO,
 TU2240'4-1/2 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 11 AND EAST
 TU2240'KAWAILANI STREET, AND 1000 FEET NORTH OF THE JUNCTION OF MALAAI
 TU2240'ROAD AND AINAOLA DRIVE AND ON THE EAST SHOULDER OF THE ROAD RIGHT
 TU2240'OF WAY.
 TU2240'
 TU2240'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 11
 TU2240'AND 19 IN THE EAST PART OF HILO, GO SOUTH ON HIGHWAY 11 FOR 2.55
 TU2240'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON EAST KAWAILANI
 TU2240'STREET 0.9 MILE TO A FIRE STATION ON THE LEFT.  CONTINUE WEST ON
 TU2240'KAWAILANI STREET FOR 0.15 MILE TO A FORK AT A CROSSROAD.  TURN
 TU2240'LEFT, BEAR RIGHT AND GO SOUTHWEST ON AINAOLA ROAD 2.5 MILES TO A
 TU2240'FORK.  KEEP TO THE LEFT FORK AND CONTINUE SOUTHWEST ON AINAOLA
 TU2240'ROAD 1.35 MILES TO A T-ROAD.  TURN RIGHT AND GO NORTH 1000 FEET
 TU2240'ACROSS THE FIRST BOX CULVERT TO THE STATION SITE ON THE EAST
 TU2240'SHOULDER OF THE ROAD.
 TU2240'
 TU2240'THE STATION MARKS ARE STATE OF HAWAII SURVEY DISKS STAMPED,
 TU2240'DELUZ 1977.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR CONCRETE
 TU2240'MASS ABOUT 3 FEET BELOW THE GROUND.  THE SURFACE MARK IS SET IN A
 TU2240'15 INCH BY 18 INCH CONCRETE SLAB 0.1 FOOT BELOW THE GROUND, 83
 TU2240'FEET SOUTH-SOUTHEAST OF A UTILITY POLE, 12 FEET EAST OF THE
 TU2240'CENTERLINE OF THE ROAD AND 2 FEET FROM THE EAST EDGE OF THE
 TU2240'PAVEMENT.
 TU2240'
 TU2240'REFERENCE MARK 1, STAMPED 1, IS A RAILROAD SPIKE WITH A PUNCH
 TU2240'HOLE MARKING THE CENTER, CEMENTED IN A ROUND CONCRETE POST ABOUT
 TU2240'9 INCHES IN DIAMETER.  THE MARK IS 61 FEET EAST OF A UTILITY
 TU2240'POLE, 29 FEET SOUTHWEST OF A GUARDRAIL, 8 FEET EAST OF THE EAST
 TU2240'EDGE OF THE PAVEMENT, AND 0.1 FOOT BELOW THE GROUND.
 TU2240'
 TU2240'REFERENCE MARK 2, STAMPED 2, IS A RAILROAD SPIKE WITH A PUNCH
 TU2240'HOLE MARKING THE CENTER, CEMENTED IN A ROUND CONCRETE POST ABOUT
 TU2240'8 INCHES IN DIAMETER.  THE MARK IS 92 FEET SOUTH OF A UTILITY
 TU2240'POLE, 5 FEET WEST OF THE WEST EDGE OF THE PAVEMENT, 2 FEET
 TU2240'NORTHWEST OF A GUARDRAIL, AND 0.2 FOOT BELOW THE GROUND.
 TU2240'
 TU2240'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2240'
 TU2240'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2240'5-1/2 MILES SOUTHWEST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1748 ***********************************************************************
 TU1748  DESIGNATION -  DERRICK
 TU1748  PID         -  TU1748
 TU1748  STATE/COUNTY-  HI/KAUAI
 TU1748  USGS QUAD   -  LIHUE (1996)
 TU1748
 TU1748                         *CURRENT SURVEY CONTROL
 TU1748  ___________________________________________________________________
 TU1748* NAD 83(1993)-  21 58 26.29309(N)    159 20 01.62736(W)     ADJUSTED  
 TU1748* LOCAL TIDAL -                                                        
 TU1748  ___________________________________________________________________
 TU1748  EPOCH DATE  -        1993.62
 TU1748  LAPLACE CORR-         -13.23  (seconds)                    DEFLEC99
 TU1748  GEOID HEIGHT-          15.02  (meters)                     GEOID03
 TU1748
 TU1748  HORZ ORDER  -  THIRD
 TU1748
 TU1748.The horizontal coordinates were established by classical geodetic methods
 TU1748.and adjusted by the National Geodetic Survey in December 1998..
 TU1748.The horizontal coordinates are valid at the epoch date displayed above.
 TU1748.The epoch date for horizontal control is a decimal equivalence
 TU1748.of Year/Month/Day.
 TU1748
 TU1748
 TU1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1748
 TU1748.The geoid height was determined by GEOID03.
 TU1748
 TU1748;                    North         East     Units Scale Factor Converg.
 TU1748;SPC HI 4     -    15,581.749   517,166.655   MT  0.99999364   +0 03 43.9
 TU1748;UTM  04      - 2,429,983.399   465,539.966   MT  0.99961467   -0 07 29.6
 TU1748
 TU1748                          SUPERSEDED SURVEY CONTROL
 TU1748
 TU1748  NAD 83(1986)-  21 58 26.27366(N)    159 20 01.67936(W) AD(       ) 4
 TU1748  OLD HI      -  21 58 37.60000(N)    159 20 11.73000(W) AD(       ) 3
 TU1748
 TU1748.Superseded values are not recommended for survey control.
 TU1748.NGS no longer adjusts projects to the OLD HI datum.
 TU1748.See file dsdata.txt to determine how the superseded data were derived.
 TU1748
 TU1748_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6554029983(NAD 83)
 TU1748
 TU1748  HISTORY     - Date     Condition        Report By
 TU1748  HISTORY     - 1927     MONUMENTED       CGS
 TU1748  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1748  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1748
 TU1748                          STATION DESCRIPTION
 TU1748
 TU1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1748'ON THE EAST COAST OF KAUAI, IN AN OPEN PASTURE BETWEEN NAWILIWILI
 TU1748'AND HANAMAULU, THE TOP OF A TRIPOD-MASTED DERRICK ABOUT 50 FEET
 TU1748'HIGH.  THIS DERRICK WAS NOT IN OPERATION DURING 1927, AND BEING
 TU1748'MOUNTED ON SKIDS IS LIABLE TO BE SHIFTED.  INQUIRY AS TO THIS
 TU1748'SHOULD BE MADE BEFORE USING.
 TU1748
 TU1748                          STATION RECOVERY (1965)
 TU1748
 TU1748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1748'STATION IS GONE.  THIS AREA IS NOW PLANTED IN SUGAR CANE.
 TU1748
 TU1748                          STATION RECOVERY (1998)
 TU1748
 TU1748'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1880 ***********************************************************************
 TU1880  DESIGNATION -  DERRICK
 TU1880  PID         -  TU1880
 TU1880  STATE/COUNTY-  HI/KAUAI
 TU1880  USGS QUAD   -  
 TU1880
 TU1880                         *CURRENT SURVEY CONTROL
 TU1880  ___________________________________________________________________
 TU1880* NAD 83(1993)-  21 52 02.40505(N)    160 13 58.60121(W)     ADJUSTED  
 TU1880* LOCAL TIDAL -                                                        
 TU1880  ___________________________________________________________________
 TU1880  EPOCH DATE  -        1993.62
 TU1880  LAPLACE CORR-           7.28  (seconds)                    DEFLEC99
 TU1880  GEOID HEIGHT-          14.29  (meters)                     GEOID03
 TU1880
 TU1880  HORZ ORDER  -  THIRD
 TU1880
 TU1880.The horizontal coordinates were established by classical geodetic methods
 TU1880.and adjusted by the National Geodetic Survey in December 1998..
 TU1880.The horizontal coordinates are valid at the epoch date displayed above.
 TU1880.The epoch date for horizontal control is a decimal equivalence
 TU1880.of Year/Month/Day.
 TU1880
 TU1880
 TU1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1880
 TU1880.The geoid height was determined by GEOID03.
 TU1880
 TU1880;                    North         East     Units Scale Factor Converg.
 TU1880;SPC HI 5     -    22,220.878   493,149.631   MT  1.00000058   -0 01 28.9
 TU1880;UTM  04      - 2,418,653.459   372,609.214   MT  0.99980052   -0 27 33.4
 TU1880
 TU1880                          SUPERSEDED SURVEY CONTROL
 TU1880
 TU1880  NAD 83(1986)-  21 52 02.34747(N)    160 13 58.63067(W) AD(       ) 4
 TU1880  OLD HI      -  21 52 13.64000(N)    160 14 08.64800(W) AD(       ) 3
 TU1880
 TU1880.Superseded values are not recommended for survey control.
 TU1880.NGS no longer adjusts projects to the OLD HI datum.
 TU1880.See file dsdata.txt to determine how the superseded data were derived.
 TU1880
 TU1880_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK7260918653(NAD 83)
 TU1880
 TU1880  HISTORY     - Date     Condition        Report By
 TU1880  HISTORY     - 1926     MONUMENTED       CGS
 TU1880
 TU1880                          STATION DESCRIPTION
 TU1880
 TU1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1880'AT NONOPAPA LANDING, THE TOP OF THE DERRICK POLE AT THE
 TU1880'SOUTHWEST POINT OF CEMENT DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3461 ***********************************************************************
 TU3461  DESIGNATION -  DERRICK
 TU3461  PID         -  TU3461
 TU3461  STATE/COUNTY-  HI/MAUI
 TU3461  USGS QUAD   -  ILIO POINT (1993)
 TU3461
 TU3461                         *CURRENT SURVEY CONTROL
 TU3461  ___________________________________________________________________
 TU3461* NAD 83(1993)-  21 10 57.05630(N)    157 15 06.13512(W)     ADJUSTED  
 TU3461* LOCAL TIDAL -                                                        
 TU3461  ___________________________________________________________________
 TU3461  EPOCH DATE  -        1993.62
 TU3461  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 TU3461  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU3461
 TU3461  HORZ ORDER  -  THIRD
 TU3461
 TU3461.The horizontal coordinates were established by classical geodetic methods
 TU3461.and adjusted by the National Geodetic Survey in December 1998..
 TU3461.The horizontal coordinates are valid at the epoch date displayed above.
 TU3461.The epoch date for horizontal control is a decimal equivalence
 TU3461.of Year/Month/Day.
 TU3461
 TU3461
 TU3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3461
 TU3461.The geoid height was determined by GEOID03.
 TU3461
 TU3461;                    North         East     Units Scale Factor Converg.
 TU3461;SPC HI 2     -    94,125.237   439,248.904   MT  1.00001226   -0 12 41.1
 TU3461;UTM  04      - 2,343,348.150   681,497.459   MT  1.00000708   +0 37 54.9
 TU3461
 TU3461                          SUPERSEDED SURVEY CONTROL
 TU3461
 TU3461  NAD 83(1986)-  21 10 57.01509(N)    157 15 06.09039(W) AD(       ) 4
 TU3461  OLD HI      -  21 11 08.49000(N)    157 15 16.30000(W) AD(       ) 3
 TU3461
 TU3461.Superseded values are not recommended for survey control.
 TU3461.NGS no longer adjusts projects to the OLD HI datum.
 TU3461.See file dsdata.txt to determine how the superseded data were derived.
 TU3461
 TU3461_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8149743348(NAD 83)
 TU3461
 TU3461  HISTORY     - Date     Condition        Report By
 TU3461  HISTORY     - UNK      MONUMENTED
 TU3461  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU3461  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3461  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3461  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3461
 TU3461                          STATION DESCRIPTION
 TU3461
 TU3461'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU3461'ON THE WESTERN END OF MOLOKAI ISLAND, AT THE NORTH END OF
 TU3461'PAPOHAKU BEACH, THE CENTER OF THE HIGHEST CROSSBEAM AT THE TOP OF
 TU3461'THE LOADING TOWER ON THE BLUFF AT THE NORTH END OF THE BEACH.
 TU3461
 TU3461                          STATION RECOVERY (1929)
 TU3461
 TU3461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3461'THIS DERRICK NO LONGER REMAINS, AND THIS STATION SHOULD BE
 TU3461'DELETED FROM THE RECORDS.  ALIDADE CUTS WERE TAKEN TO THE CENTER
 TU3461'OF THE LOADING PLATFORM WHICH STILL STANDS, AND THESE CUTS CHECK
 TU3461'THE LOCATION OF DERRICK.
 TU3461
 TU3461                          STATION RECOVERY (1930)
 TU3461
 TU3461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3461'STATION IS ON THE W COAST OF MOLOKAI ISLAND.  THE LOADING
 TU3461'TOWER IS NOW GONE.  THE CONCRETE POSTS, THAT HELD THE TOWER,
 TU3461'ARE STILL STANDING, AND THE BOILER WALLS ARE STILL IN PLACE.
 TU3461
 TU3461                          STATION RECOVERY (1962)
 TU3461
 TU3461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3461'THE STATION HAS BEEN DESTROYED.  THE CONCRETE FOUNDATIONS
 TU3461'WHICH SUPPORTED THE DERRICK ARE ALL THAT REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1974 ***********************************************************************
 TU1974  DESIGNATION -  DERRICK DER
 TU1974  PID         -  TU1974
 TU1974  STATE/COUNTY-  HI/KAUAI
 TU1974  USGS QUAD   -  HANALEI (1996)
 TU1974
 TU1974                         *CURRENT SURVEY CONTROL
 TU1974  ___________________________________________________________________
 TU1974* NAD 83(1993)-  22 12 45.22378(N)    159 29 53.32746(W)     ADJUSTED  
 TU1974* LOCAL TIDAL -                                                        
 TU1974  ___________________________________________________________________
 TU1974  EPOCH DATE  -        1993.62
 TU1974  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 TU1974  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU1974
 TU1974  HORZ ORDER  -  THIRD
 TU1974
 TU1974.The horizontal coordinates were established by classical geodetic methods
 TU1974.and adjusted by the National Geodetic Survey in December 1998..
 TU1974.The horizontal coordinates are valid at the epoch date displayed above.
 TU1974.The epoch date for horizontal control is a decimal equivalence
 TU1974.of Year/Month/Day.
 TU1974
 TU1974
 TU1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1974
 TU1974.The geoid height was determined by GEOID03.
 TU1974
 TU1974;                    North         East     Units Scale Factor Converg.
 TU1974;SPC HI 4     -    41,991.811   500,191.106   MT  0.99999000   +0 00 02.5
 TU1974;UTM  04      - 2,456,439.293   448,657.412   MT  0.99963257   -0 11 18.0
 TU1974
 TU1974                          SUPERSEDED SURVEY CONTROL
 TU1974
 TU1974  NAD 83(1986)-  22 12 45.18085(N)    159 29 53.37788(W) AD(       ) 4
 TU1974  OLD HI      -  22 12 56.53000(N)    159 30 03.46000(W) AD(       ) 3
 TU1974
 TU1974.Superseded values are not recommended for survey control.
 TU1974.NGS no longer adjusts projects to the OLD HI datum.
 TU1974.See file dsdata.txt to determine how the superseded data were derived.
 TU1974
 TU1974_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4865756439(NAD 83)
 TU1974
 TU1974  HISTORY     - Date     Condition        Report By
 TU1974  HISTORY     - 1927     MONUMENTED       CGS
 TU1974  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1974
 TU1974                          STATION DESCRIPTION
 TU1974
 TU1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1974'ON NORTH COAST OF KAUAI ISLAND, EASTERN SIDE OF HANALEI BAY.  THE
 TU1974'UPRIGHT PART OF THE DERRICK ON THE OUTER END OF THE CONCRETE DOCK.
 TU1974
 TU1974                          STATION RECOVERY (1965)
 TU1974
 TU1974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1974'STATION IS GONE.  THE OLD HANALEI PIER, A CONCRETE STRUCTURE,
 TU1974'IS STILL IN GOOD CONDITION BUT IS NO LONGER USED AND LOADING
 TU1974'EQUIPMENT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH8363 ***********************************************************************
 AH8363  DESIGNATION -  DESOLATION
 AH8363  PID         -  AH8363
 AH8363  STATE/COUNTY-  HI/HAWAII
 AH8363  USGS QUAD   -  KA LAE (1982)
 AH8363
 AH8363                         *CURRENT SURVEY CONTROL
 AH8363  ___________________________________________________________________
 AH8363* NAD 83(1986)-  18 55 13.34861(N)    155 40 13.94089(W)     ADJUSTED  
 AH8363* LOCAL TIDAL -        28.7    (meters)      94.     (feet)  VERT ANG  
 AH8363  ___________________________________________________________________
 AH8363  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AH8363  GEOID HEIGHT-          14.39  (meters)                     GEOID03
 AH8363
 AH8363  HORZ ORDER  -  THIRD
 AH8363
 AH8363.The horizontal coordinates were established by classical geodetic methods
 AH8363.and adjusted by the National Geodetic Survey in August 2000..
 AH8363
 AH8363.The orthometric height was determined by vertical angle observations.
 AH8363
 AH8363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8363
 AH8363.The geoid height was determined by GEOID03.
 AH8363
 AH8363;                    North         East     Units Scale Factor Converg.
 AH8363;SPC HI 1     -     9,643.000   482,035.646   MT  0.99997065   -0 03 19.1
 AH8363;UTM  05      - 2,094,143.813   218,711.636   MT  1.00057822   -0 51 59.4
 AH8363
 AH8363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8363!SPC HI 1     -   0.99999323  x   0.99997065  =   0.99996388
 AH8363!UTM  05      -   0.99999323  x   1.00057822  =   1.00057145
 AH8363
 AH8363                          SUPERSEDED SURVEY CONTROL
 AH8363
 AH8363.No superseded survey control is available for this station.
 AH8363
 AH8363_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1871294144(NAD 83)
 AH8363_MARKER: DD = SURVEY DISK
 AH8363_SETTING: 0 = UNSPECIFIED SETTING
 AH8363_STAMPING: DESOLATION 1979
 AH8363_MARK LOGO: NOS   
 AH8363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8363+STABILITY: POSITION/ELEVATION WELL
 AH8363
 AH8363  HISTORY     - Date     Condition        Report By
 AH8363  HISTORY     - 1979     MONUMENTED       NOS
 AH8363
 AH8363                          STATION DESCRIPTION
 AH8363
 AH8363'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (WLM)
 AH8363'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTHEAST OF SOUTH POINT ON
 AH8363'THE ISLAND OF HAWAII ON A CONCRETE SLAB FOUNDATION AT AN ABANDONED
 AH8363'ARMY AIR FIELD. TO REACH FROM THE POST OFFICE IN NAALEHU, PROCEED WEST
 AH8363'ON STATE HWY 11 FOR 5.0 MI, TURN LEFT ON NARROW PAVED SOUTH POINT
 AH8363'ROAD.  CONTINUE SOUTH TO FORK ABOUT 1 MI (1.6 KM) FROM SOUTH POINT
 AH8363'LIGHT.  GO STRAIGHT AT FORK FOR 0.6 MI (1.0 KM) TO ABANDONED ARMY AIR
 AH8363'FIELD WITH FOUNDATIONS ON BOTH SIDES OF ROAD.  THE STATION IS LOCATED
 AH8363'IN THE CENTER OF THE SOUTHERN MOST FOUNDATION SLAB ON THE EAST SIDE OF
 AH8363'THE ROAD. STATION IS SET IN A DRILL HOLE IN THE CENTER OF THE
 AH8363'FOUNDATION SLAB. REFERENCE MARK 1 IS A STANDARD DISK
 AH8363'STAMPED---DESOLATION RM1---SET IN A DRILL HOLE IN CONCRETE FOUNDATION,
 AH8363'THE SAME LEVEL AS THE STATION, 19.658 M (64.495 FT) SOUTH OF THE
 AH8363'STATION.  REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DESOLATION
 AH8363'1979 RM2---SET IN A DRILL HOLE IN A 1 FT (0.3 M) SQUARE CONCRETE
 AH8363'FOOTING, 4 FT (1.2 M) BELOW THE STATION, 24.485 M (80.331 FT) EAST OF
 AH8363'THE STATION.  DISTANCES ARE SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1973 ***********************************************************************
 TU1973  DESIGNATION -  DEV
 TU1973  PID         -  TU1973
 TU1973  STATE/COUNTY-  HI/KAUAI
 TU1973  USGS QUAD   -  HANALEI (1996)
 TU1973
 TU1973                         *CURRENT SURVEY CONTROL
 TU1973  ___________________________________________________________________
 TU1973* NAD 83(1993)-  22 12 27.59551(N)    159 29 49.31037(W)     ADJUSTED  
 TU1973* LOCAL TIDAL -                                                        
 TU1973  ___________________________________________________________________
 TU1973  EPOCH DATE  -        1993.62
 TU1973  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 TU1973  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1973
 TU1973  HORZ ORDER  -  THIRD
 TU1973
 TU1973.The horizontal coordinates were established by classical geodetic methods
 TU1973.and adjusted by the National Geodetic Survey in December 1998..
 TU1973.The horizontal coordinates are valid at the epoch date displayed above.
 TU1973.The epoch date for horizontal control is a decimal equivalence
 TU1973.of Year/Month/Day.
 TU1973
 TU1973
 TU1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1973
 TU1973.The geoid height was determined by GEOID03.
 TU1973
 TU1973;                    North         East     Units Scale Factor Converg.
 TU1973;SPC HI 4     -    41,449.587   500,306.169   MT  0.99999000   +0 00 04.0
 TU1973;UTM  04      - 2,455,896.886   448,770.645   MT  0.99963243   -0 11 16.3
 TU1973
 TU1973                          SUPERSEDED SURVEY CONTROL
 TU1973
 TU1973  NAD 83(1986)-  22 12 27.55313(N)    159 29 49.35990(W) AD(       ) 4
 TU1973  OLD HI      -  22 12 38.90000(N)    159 29 59.45000(W) AD(       ) 3
 TU1973
 TU1973.Superseded values are not recommended for survey control.
 TU1973.NGS no longer adjusts projects to the OLD HI datum.
 TU1973.See file dsdata.txt to determine how the superseded data were derived.
 TU1973
 TU1973_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4877155897(NAD 83)
 TU1973
 TU1973  HISTORY     - Date     Condition        Report By
 TU1973  HISTORY     - 1910     MONUMENTED       CGS
 TU1973  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1973  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1973
 TU1973                          STATION DESCRIPTION
 TU1973
 TU1973'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1973'ON A DUNE IN FRONT OF THE HOTEL AT HANALEI, AND ABOUT 5 METERS
 TU1973'FROM HIGH-WATER MARK.  MARKED BY A STAKE.
 TU1973
 TU1973                          STATION RECOVERY (1965)
 TU1973
 TU1973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1973'STATION IS GONE.  THE OLD HOTEL HAS BEEN REMOVED AND THE
 TU1973'TERRAIN ALTERED.
 TU1973
 TU1973                          STATION RECOVERY (1998)
 TU1973
 TU1973'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1336 ***********************************************************************
 TU1336  DESIGNATION -  DIAMOND HEAD
 TU1336  PID         -  TU1336
 TU1336  STATE/COUNTY-  HI/HONOLULU
 TU1336  USGS QUAD   -  HONOLULU (1983)
 TU1336
 TU1336                         *CURRENT SURVEY CONTROL
 TU1336  ___________________________________________________________________
 TU1336* NAD 83(1993)-  21 15 34.99685(N)    157 48 42.30641(W)     ADJUSTED  
 TU1336* LOCAL TIDAL -       232.     (meters)     761.     (feet)  SCALED    
 TU1336  ___________________________________________________________________
 TU1336  EPOCH DATE  -        1993.62
 TU1336  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 TU1336  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU1336
 TU1336  HORZ ORDER  -  THIRD
 TU1336
 TU1336.The horizontal coordinates were established by classical geodetic methods
 TU1336.and adjusted by the National Geodetic Survey in December 1998..
 TU1336.The horizontal coordinates are valid at the epoch date displayed above.
 TU1336.The epoch date for horizontal control is a decimal equivalence
 TU1336.of Year/Month/Day.
 TU1336
 TU1336.The orthometric height was scaled from a topographic map.
 TU1336
 TU1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1336
 TU1336.The geoid height was determined by GEOID03.
 TU1336
 TU1336;                    North         East     Units Scale Factor Converg.
 TU1336;SPC HI 3     -    10,314.532   519,538.015   MT  0.99999472   +0 04 05.7
 TU1336;UTM  04      - 2,351,355.738   623,284.892   MT  0.99978782   +0 25 51.3
 TU1336
 TU1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1336!SPC HI 3     -   0.99996112  x   0.99999472  =   0.99995584
 TU1336!UTM  04      -   0.99996112  x   0.99978782  =   0.99974895
 TU1336
 TU1336|---------------------------------------------------------------------|
 TU1336| PID    Reference Object                     Distance      Geod. Az  |
 TU1336|                                                           dddmmss.s |
 TU1336| CJ9429 DIAMOND HEAD RM 1                     3.239 METERS 14701     |
 TU1336| TU1357 SAND IS ARTILLERY FIRE CONT TR      APPROX. 7.9 KM 3053642.7 |
 TU1336| TU1330 SAND IS COAST GUARD STATION FP      APPROX. 8.1 KM 3093354.4 |
 TU1336| TU1230 FORT DE RUSSY FLAGPOLE              APPROX. 3.3 KM 3154919.5 |
 TU1336| TU1320 HONOLULU AMERICAN CANNERY TANK      APPROX. 8.7 KM 3163150.9 |
 TU1336| TU1220 HONOLULU ROYAL HAWAIIAN C TWR       APPROX. 2.7 KM 3174117.0 |
 TU1336| TU1340 MOANA HOTEL FLAGSTAFF               APPROX. 2.4 KM 3202713.1 |
 TU1336| CJ9428 DIAMOND HEAD RM                      32.627 METERS 34646     |
 TU1336| CJ9430 DIAMOND HEAD RM 2                    52.166 METERS 34757     |
 TU1336| TU1203 PUU OHIA RESET=TANTALUS             APPROX. 8.1 KM 3574440.7 |
 TU1336|---------------------------------------------------------------------|
 TU1336
 TU1336                          SUPERSEDED SURVEY CONTROL
 TU1336
 TU1336  NAD 83(1986)-  21 15 34.94666(N)    157 48 42.31525(W) AD(       ) 3
 TU1336  OLD HI      -  21 15 46.33400(N)    157 48 52.18400(W) AD(       ) 3
 TU1336
 TU1336.Superseded values are not recommended for survey control.
 TU1336.NGS no longer adjusts projects to the OLD HI datum.
 TU1336.See file dsdata.txt to determine how the superseded data were derived.
 TU1336
 TU1336_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2328551356(NAD 83)
 TU1336
 TU1336  HISTORY     - Date     Condition        Report By
 TU1336  HISTORY     - 1872     MONUMENTED       CGS
 TU1336  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1336  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1336  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1336
 TU1336                          STATION DESCRIPTION
 TU1336
 TU1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1336'ON THE SOUTHEAST COAST OF OAHU, ON THE SOUTHWEST CORNER AND HIGHEST
 TU1336'POINT OF DIAMOND HEAD, JUST SOUTH OF KAIMUKI.  MARKED BY AN IRON
 TU1336'PIN DRIVEN INTO THE GROUND, AROUND WHICH WAS LATER PLACED A
 TU1336'CONCRETE PIER, 6 FEET SQUARE, WITH PIPE SET VERTICALLY OVER
 TU1336'PIN.  A METAL DRUM WAS MADE TO SET INTO HOLE OF VERTICAL PIPE, TO
 TU1336'SERVE AS A TARGET.  REFERENCE MARKS ACCORDING TO NOTE 11C,
 TU1336'STANDARD REFERENCE DISKS IN IRREGULAR CONCRETE MASSES, WERE SET AT
 TU1336'THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO.
 TU1336'1, 3.239 METERS (10.63 FEET), 326 DEG 56 MIN.  NO. 2, 52.28
 TU1336'METERS (171.52 FEET), 167 DEG 59 MIN.  RE-MARKED ACCORDING TO
 TU1336'NOTE 14C IN 1929.
 TU1336
 TU1336                          STATION RECOVERY (1962)
 TU1336
 TU1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1336'THE STATION IS ON THE SOUTHEAST COAST OF OAHU, ON THE SOUTHWEST
 TU1336'CORNER AND HIGHEST POINT OF DIAMOND HEAD.  IT IS JUST SOUTH OF
 TU1336'KAIMUKI.
 TU1336'
 TU1336'TO REACH THE STATION INFORMATION MAY BE OBTAINED AT THE FORT
 TU1336'RUGER, ADMINISTRATION BUILDING.  A 45 MINUTE PACK.
 TU1336'
 TU1336'THE STATION MARK IS A SUPERSTRUCTURE TYPE C MONUMENT WITH NO
 TU1336'PASSAGE IN THE PLATFORM TO SEE THE MARK.
 TU1336'
 TU1336'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DIAMOND HEAD NO 1,
 TU1336'SET IN A DRILL HOLE IN THE TOP, CENTER, OF A 4 FOOT SQUARE
 TU1336'CONCRETE FOUNDATION PROJECTING 1 FOOT.
 TU1336'
 TU1336'REFERENCE MARK 2 IS A STANDARED DISK, STAMPED DIAMOND HEAD NO 2,
 TU1336'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 4 FOOT SQUARE
 TU1336'CONCRETE FOUNDATION.  THE FOUNDATION IS NORTH OF THE NORTH EDGE
 TU1336'OF A CONCRETE BUILDING AND 2 FEET LOWER.  THE MARK IS 4 FEET WEST,
 TU1336'OF THE NORTHEAST CORNER OF THE BUILDING AND BEHIND THE BUILDING
 TU1336'FROM THE STATION.
 TU1336'
 TU1336'REFERENCE POINT A BRASS PLUG IN A MASS OF CONCRETE WITH THE LETTER
 TU1336'A INSCRIBED IN THE TOP OF THE CONCRETE, ON THE TOP OF THE RIDGE AND
 TU1336'IN THE CENTER OF THE TRAIL.
 TU1336
 TU1336                          STATION RECOVERY (1963)
 TU1336
 TU1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1336'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  PART
 TU1336'OF THE NORTHEAST SIDE OF THE CONCRETE, STATION PLATFORM HAS BEEN
 TU1336'BROKEN OFF TO MAKE ROOM FOR WARTIME CONSTRUCTION WORK ON THE HILL,
 TU1336'BUT THE REMAINING PART IS VERY SOLID.  THIS CONDITION MAKES IT
 TU1336'DIFFICULT TO SET A TRIPOD OVER THE STATION.  A COMPLETE
 TU1336'DESCRIPTION FOLLOWS--
 TU1336'
 TU1336'STATION IS LCOATED ABOUT 1 MILE SOUTHEAST FROM THE SOUTHEAST END
 TU1336'OF THE WAIKIKI DISTRICT OF HONOLULU, ON THE SOUTHWEST END, AND
 TU1336'HIGHEST POINT, OF THE RIM OF DIAMOND HEAD CRATER,AT ABOUT 760 FEET
 TU1336'ELEVATION.
 TU1336'
 TU1336'TO REACH STATION FROM THE CIVIL DEFENSE HEADQUARTERS BUILDING AT
 TU1336'FORT RUGER, FOLLOW WINDING, ASPHALT ROAD UPGRADE AND THROUGH TUNNEL
 TU1336'FOR 0.55 MILE TO THE F.A.A. BUILDING INSIDE THE CRATER.  CONTINUE,
 TU1336'DOWNGRADE PAST THE BUILDING, FOR 0.2 MILE.  CROSS ASPHALT ROAD,
 TU1336'BEAR RIGHT, AND FOLLOW TRACK ROAD UP BRUSHY, FLAT SLOPE FOR 0.3
 TU1336'MILE TO END OF ROAD AT START OF FOOT TRAIL WITH IRON PIPE
 TU1336'HAND-RAIL.  WALK UP TRAIL ABOUT 1/2 MILE TO TOP OF HILL AND
 TU1336'STATION.
 TU1336'
 TU1336'STATION MARK IS CENTER OF 2-1/2 INCH, IRON PIPE THAT PROJECTS 6
 TU1336'INCHES FROM THE CENTER OF A 2-FOOT-HIGH, CONCRETE PEDESTAL THAT
 TU1336'SETS AT THE CENTER OF A 5-FOOT-SQUARE, CONCRETE PLATFORM.  THIS
 TU1336'STRUCTURE IS A HAWAII TERRITORY SURVEY TYPE C SIGNAL.  THE STATION
 TU1336'IS 6.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 10 X 12-FOOT,
 TU1336'CONCRETE, ELEVATED PLATFORM WHICH IS AT THE SAME ELEVATION AS
 TU1336'TOP OF STATION PIPE.
 TU1336'
 TU1336'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DIAMOND HEAD
 TU1336'NO 1, CEMENTED IN A DRILL HOLE IN THE CENTER OF A 4-FOOT-SQUARE,
 TU1336'CONCRETE FOUNDATION THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS ABOUT
 TU1336'4 FEET LOWER THAN TOP OF STATION PIPE.
 TU1336'
 TU1336'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DIAMOND
 TU1336'HEAD NO 2, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A
 TU1336'4-FOOT-SQUARE, CONCRETE FOUNDATION AT THE NORTH SIDE OF A CONCRETE
 TU1336'PILLBOX.  IT IS 2 FEET LOWER THAN TOP OF PILLBOX AND 16 FEET LOWER
 TU1336'THAN STATION PIPE.
 TU1336'
 TU1336'REFERENCE POINT IS A 3/4-INCH BRASS PLUG CEMENTED IN A DRILL HOLE
 TU1336'IN A BLACK ROCK OUTCROP EMBEDDED IN THE BROWN BEDROCK OF THE
 TU1336'RIDGE TOP.  AN 8-INCH-SQUARE, CONCRETE FILL SURROUNDS THE
 TU1336'MARK.  IT IS IN SADDLE IN RIDGE LINE AND IS 25.7 FEET LOWER THAN
 TU1336'TOP OF STATION PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1337 ***********************************************************************
 TU1337  DESIGNATION -  DIAMOND HEAD 2
 TU1337  PID         -  TU1337
 TU1337  STATE/COUNTY-  HI/HONOLULU
 TU1337  USGS QUAD   -  HONOLULU (1983)
 TU1337
 TU1337                         *CURRENT SURVEY CONTROL
 TU1337  ___________________________________________________________________
 TU1337* NAD 83(1993)-  21 15 34.99789(N)    157 48 42.30641(W)     ADJUSTED  
 TU1337* LOCAL TIDAL -       232.2    (meters)     762.     (feet)  VERT ANG  
 TU1337  ___________________________________________________________________
 TU1337  EPOCH DATE  -        1993.62
 TU1337  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 TU1337  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU1337
 TU1337  HORZ ORDER  -  FIRST
 TU1337
 TU1337.The horizontal coordinates were established by classical geodetic methods
 TU1337.and adjusted by the National Geodetic Survey in December 1998..
 TU1337.The horizontal coordinates are valid at the epoch date displayed above.
 TU1337.The epoch date for horizontal control is a decimal equivalence
 TU1337.of Year/Month/Day.
 TU1337
 TU1337.The orthometric height was determined by vertical angle observations.
 TU1337
 TU1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1337
 TU1337.The geoid height was determined by GEOID03.
 TU1337
 TU1337;                    North         East     Units Scale Factor Converg.
 TU1337;SPC HI 3     -    10,314.564   519,538.015   MT  0.99999472   +0 04 05.7
 TU1337;UTM  04      - 2,351,355.770   623,284.892   MT  0.99978782   +0 25 51.3
 TU1337
 TU1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1337!SPC HI 3     -   0.99996109  x   0.99999472  =   0.99995581
 TU1337!UTM  04      -   0.99996109  x   0.99978782  =   0.99974891
 TU1337
 TU1337|---------------------------------------------------------------------|
 TU1337| PID    Reference Object                     Distance      Geod. Az  |
 TU1337|                                                           dddmmss.s |
 TU1337| CJ9432 DIAMOND HEAD 2 RM 4                   4.834 METERS 00258     |
 TU1337| CJ9431 DIAMOND HEAD 2 RM 3                   4.058 METERS 08120     |
 TU1337| CJ9429 DIAMOND HEAD RM 1                     3.232 METERS 14704     |
 TU1337| TU1200 DIAMOND HEAD LIGHTHOUSE             497.151 METERS 1523818.0 |
 TU1337| TU1256 MAGIC ISLAND                        APPROX. 4.7 KM 3054039.7 |
 TU1337| CJ9428 DIAMOND HEAD RM                      32.626 METERS 34646     |
 TU1337|---------------------------------------------------------------------|
 TU1337
 TU1337                          SUPERSEDED SURVEY CONTROL
 TU1337
 TU1337  NAD 83(1986)-  21 15 34.94777(N)    157 48 42.31530(W) AD(       ) 1
 TU1337  OLD HI      -  21 15 46.33401(N)    157 48 52.18401(W) AD(       ) 1
 TU1337
 TU1337.Superseded values are not recommended for survey control.
 TU1337.NGS no longer adjusts projects to the OLD HI datum.
 TU1337.See file dsdata.txt to determine how the superseded data were derived.
 TU1337
 TU1337_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2328551356(NAD 83)
 TU1337_MARKER: Z = SEE DESCRIPTION
 TU1337_SETTING: 0 = UNSPECIFIED SETTING
 TU1337
 TU1337  HISTORY     - Date     Condition        Report By
 TU1337  HISTORY     - 1969     MONUMENTED       CGS
 TU1337  HISTORY     - 20060305 MARK NOT FOUND   GEOCAC
 TU1337
 TU1337                          STATION DESCRIPTION
 TU1337
 TU1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1337'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF WAIKIKI
 TU1337'BEACH AND 1/2 MILE NORTH OF THE SHORELINE ON THE HIGHEST PART OF
 TU1337'DIAMOND HEAD CRATER.  IT IS SET IN APPROXIMATELY THE SAME PLACE
 TU1337'AS DIAMOND HEAD 1872 1927 WAS.  THE IRON ROD WHICH HAD ORIGINALLY
 TU1337'MARKED THE OLD STATION WAS FOUND BENT OVER SO THE TOP WAS SAWED
 TU1337'OFF EVEN AND MARKED BY A + IN THE TOP.  IT WAS THEN DRIVEN
 TU1337'FARTHER INTO THE GROUND AND THE TOP PART SURROUNDED BY CONCRETE
 TU1337'AND USED FOR AN UNDERGROUND MARK FOR THE NEW STATION.  IT IS 16
 TU1337'INCHES BELOW THE SURFACE STATION MARK.
 TU1337'
 TU1337'TO REACH THE STATION FROM THE JUNCTION OF KALAKAUA AVENUE AND
 TU1337'MONSARRET AVENUE IN THE SOUTH PART OF WAIKIKI, GO EASTERLY ON
 TU1337'MONSARRET AVENUE FOR 1.3 MILES TO THE CIVIL DEFENSE HEADQUARTERS
 TU1337'BUILDING IN FORT RUGER.  (THE KEY WHICH IS NEEDED TO GET THROUGH
 TU1337'THE TUNNEL ON THE WAY INTO THE CRATER MAY BE OBTAINED HERE.  THE
 TU1337'GATE IS USUALLY NOT LOCKED DURING THE DAY BUT IT IS LOCKED AT
 TU1337'NIGHT.) FROM THE HEADQUARTERS BUILDING GO SOUTHEASTERLY ON
 TU1337'DIAMOND HEAD ROAD FOR 0.2 MILE, THEN RIGHT, FOR 0.35 MILE ALONG
 TU1337'WINDING ROAD WHICH PASSES THROUGH TUNNEL, TO THE FEDERAL
 TU1337'AERONAUTICS BUILDING INSIDE THE CRATER.  CONTINUE AHEAD TO
 TU1337'A POINT JUST AFTER CROSSING AN ASPHALT ROAD, THEN BEAR
 TU1337'RIGHT ALONG A TRACK ROAD AND ACROSS A GUNNERY RANGE TO THE
 TU1337'END OF TRUCK TRAVEL AND THE BEGINNING OF A GOOD FOOT TRAIL.
 TU1337'FOLLOW TRAIL UP STEPS, THROUGH A TUNNEL, UP A STAIRWAY, THEN
 TU1337'UP THROUGH AN OLD BUNKER TO THE HIGHEST PART OF THE HILL AND
 TU1337'THE STATION.  ABOUT A 45 MINUTE PACK.
 TU1337'
 TU1337'THE STATION MARK IS A STANDARD DISK, STAMPED DIAMOND HEAD 2 1969,
 TU1337'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.  THERE IS A 6-FOOT
 TU1337'SQUARE CONCRETE SLAB WITH AN 18-INCH PYRAMID-SHAPED CONCRETE
 TU1337'MONUMENT SUPPORTING A 2-INCH PIPE, OVER THE MARK.  THE CONCRETE
 TU1337'SLAB PROJECTS ABOUT 2-1/2 FEET.
 TU1337'
 TU1337'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DIAMOND HEAD 2 NO 3
 TU1337'1969, CEMENTED IN A DRILL HOLE IN A 6-FOOT SQUARE CONCRETE SLAB
 TU1337'WITH A CEMENT ROOF ABOUT 4-1/2 FEET ABOVE IT WHICH IS SUPPORTED
 TU1337'AT EACH CORNER BY A CONCRETE PILLAR.  THE MARK IS ABOUT 2 FEET
 TU1337'LOWER THAN THE STATION MARK.
 TU1337'
 TU1337'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED DIAMOND HEAD 2 NO 4
 TU1337'1969, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A 6
 TU1337'BY 9 FOOT CONCRETE SLAB WHICH IS ADJACENT TO THE CONCRETE MONUMENT
 TU1337'OVER THE STATION.  IT IS ABOUT 2-1/2 FEET LOWER THAN THE STATION.
 TU1337'
 TU1337'REFERENCE POINT 1 IS A 3/4-INCH BRASS PLUG WITH AN INDENTED +
 TU1337'IN THE TOP, CEMENTED IN A DRILL HOLE IN LAVA ROCK OUTCROP AND
 TU1337'SURROUNDED BY AN 8-INCH SQUARE OF CONCRETE.  IT IS LOCATED IN A
 TU1337'SMALL SADDLE TO THE NORTH OF THE STATION AND ABOUT 28 FEET LOWER
 TU1337'THAN THE STATION MARK.
 TU1337'
 TU1337'REFERENCE POINT 2 IS A STEM OF AN OLD REFERENCE MARK WITH
 TU1337'INDENTED + IN THE TOP, CEMENTED IN A DRILL HOLE IN A SMALL
 TU1337'CONCRETE SLAB WHICH HAS 4 OLD STUD BOLTS STICKING UP OUT OF
 TU1337'IT.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 TU1337'
 TU1337'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 TU1337
 TU1337                          STATION RECOVERY (2006)
 TU1337
 TU1337'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 TU1337'STATION MARK NOT FOUND. REFERENCE MARK 3 RECOVERED AS DESCRIBED. THERE
 TU1337'IS A MARK NEAR THE DESCRIBED LOCATION THAT IS STAMPED DIAMOND HEAD 2
 TU1337'RESET APR 2002, BUT IS NOT DOCUMENTED IN THIS DATABASE. USE WITH
 TU1337'CAUTION AS IT'S POSITION RELATIVE TO DIAMOND HEAD 2 1969 HAS NOT BEEN
 TU1337'DOCUMENTED.
 TU1337' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1200 ***********************************************************************
 TU1200  DESIGNATION -  DIAMOND HEAD LIGHTHOUSE
 TU1200  PID         -  TU1200
 TU1200  STATE/COUNTY-  HI/HONOLULU
 TU1200  USGS QUAD   -  HONOLULU (1983)
 TU1200
 TU1200                         *CURRENT SURVEY CONTROL
 TU1200  ___________________________________________________________________
 TU1200* NAD 83(1993)-  21 15 20.64175(N)    157 48 34.38120(W)     ADJUSTED  
 TU1200* LOCAL TIDAL -                                                        
 TU1200  ___________________________________________________________________
 TU1200  EPOCH DATE  -        1993.62
 TU1200  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 TU1200  GEOID HEIGHT-          15.36  (meters)                     GEOID03
 TU1200
 TU1200  HORZ ORDER  -  THIRD
 TU1200
 TU1200.The horizontal coordinates were established by classical geodetic methods
 TU1200.and adjusted by the National Geodetic Survey in December 1998..
 TU1200.The horizontal coordinates are valid at the epoch date displayed above.
 TU1200.The epoch date for horizontal control is a decimal equivalence
 TU1200.of Year/Month/Day.
 TU1200
 TU1200
 TU1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1200
 TU1200.The geoid height was determined by GEOID03.
 TU1200
 TU1200;                    North         East     Units Scale Factor Converg.
 TU1200;SPC HI 3     -     9,873.307   519,767.033   MT  0.99999483   +0 04 08.6
 TU1200;UTM  04      - 2,350,916.063   623,516.650   MT  0.99978853   +0 25 53.9
 TU1200
 TU1200                          SUPERSEDED SURVEY CONTROL
 TU1200
 TU1200  NAD 83(1986)-  21 15 20.59100(N)    157 48 34.39020(W) AD(       ) 4
 TU1200  OLD HI      -  21 15 31.97000(N)    157 48 44.25000(W) AD(       ) 3
 TU1200
 TU1200.Superseded values are not recommended for survey control.
 TU1200.NGS no longer adjusts projects to the OLD HI datum.
 TU1200.See file dsdata.txt to determine how the superseded data were derived.
 TU1200
 TU1200_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2351750916(NAD 83)
 TU1200
 TU1200  HISTORY     - Date     Condition        Report By
 TU1200  HISTORY     - UNK      MONUMENTED
 TU1200  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1200  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1200  HISTORY     - 19990418 GOOD             USPSQD
 TU1200  HISTORY     - 20060305 GOOD             GEOCAC
 TU1200
 TU1200                          STATION DESCRIPTION
 TU1200
 TU1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU1200'LOCALITY - S.E. COAST OF OAHU.  LIGHTHOUSE IS LARGE WHITE
 TU1200'STRUCTURE ON S END OF DIAMOND HEAD, PLAINLY VISIBLE AT
 TU1200'SEA.  STATION WAS NOT VISITED.
 TU1200
 TU1200                          STATION RECOVERY (1970)
 TU1200
 TU1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RCM)
 TU1200'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A WHITE
 TU1200'PYRAMIDAL CONCRETE TOWER WITH RED DOME ROOF AND IS 55 FEET
 TU1200'HIGH.  LOCATED ON BLUFF ABOVE SEA AT SOUTHWEST SIDE OF DIAMOND
 TU1200'HEAD AT THE U.S. COAST GUARD STATION.  LIGHT IS 147 FEET ABOVE
 TU1200'SEA LEVEL.
 TU1200'
 TU1200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1200'1-3/4 MILES SOUTHEAST FROM DOWNTOWN WAIKIKI.
 TU1200
 TU1200                          STATION RECOVERY (1999)
 TU1200
 TU1200'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1200'RECOVERED IN GOOD CONDITION.
 TU1200
 TU1200                          STATION RECOVERY (2006)
 TU1200
 TU1200'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 TU1200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1848 ***********************************************************************
 TU1848  DESIGNATION -  DIE
 TU1848  PID         -  TU1848
 TU1848  STATE/COUNTY-  HI/KAUAI
 TU1848  USGS QUAD   -  KEKAHA (1983)
 TU1848
 TU1848                         *CURRENT SURVEY CONTROL
 TU1848  ___________________________________________________________________
 TU1848* NAD 83(1993)-  21 57 36.72931(N)    159 41 51.74602(W)     ADJUSTED  
 TU1848* LOCAL TIDAL -                                                        
 TU1848  ___________________________________________________________________
 TU1848  EPOCH DATE  -        1993.62
 TU1848  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 TU1848  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU1848
 TU1848  HORZ ORDER  -  THIRD
 TU1848
 TU1848.The horizontal coordinates were established by classical geodetic methods
 TU1848.and adjusted by the National Geodetic Survey in December 1998..
 TU1848.The horizontal coordinates are valid at the epoch date displayed above.
 TU1848.The epoch date for horizontal control is a decimal equivalence
 TU1848.of Year/Month/Day.
 TU1848
 TU1848
 TU1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1848
 TU1848.The geoid height was determined by GEOID03.
 TU1848
 TU1848;                    North         East     Units Scale Factor Converg.
 TU1848;SPC HI 4     -    14,061.126   479,578.810   MT  0.99999515   -0 04 26.2
 TU1848;UTM  04      - 2,428,585.986   427,960.702   MT  0.99966412   -0 15 39.3
 TU1848
 TU1848                          SUPERSEDED SURVEY CONTROL
 TU1848
 TU1848  NAD 83(1986)-  21 57 36.69357(N)    159 41 51.76531(W) AD(       ) 4
 TU1848  OLD HI      -  21 57 47.96000(N)    159 42 01.82000(W) AD(       ) 3
 TU1848
 TU1848.Superseded values are not recommended for survey control.
 TU1848.NGS no longer adjusts projects to the OLD HI datum.
 TU1848.See file dsdata.txt to determine how the superseded data were derived.
 TU1848
 TU1848_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2796128586(NAD 83)
 TU1848
 TU1848  HISTORY     - Date     Condition        Report By
 TU1848  HISTORY     - 1910     MONUMENTED       CGS
 TU1848  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1848  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1848  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1848
 TU1848                          STATION DESCRIPTION
 TU1848
 TU1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1848'ON SAND BEACH, 2 MILES WEST OF WAIMEA, AND JUST ABOVE HIGH-WATER
 TU1848'MARK.  MARKED BY STAKE.
 TU1848
 TU1848                          STATION RECOVERY (1966)
 TU1848
 TU1848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1848'NO MARK COULD BE FOUND AND IT IS BELIEVED THE POINT IS LOST.  IT
 TU1848'WAS ORIGINALLY MARKED BY A WOODEN STAKE.
 TU1848
 TU1848                          STATION RECOVERY (1998)
 TU1848
 TU1848'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1848'MARK NOT FOUND.
 TU1848
 TU1848                          STATION RECOVERY (2005)
 TU1848
 TU1848'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1848'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3146 ***********************************************************************
 TU3146  DESIGNATION -  DIG
 TU3146  PID         -  TU3146
 TU3146  STATE/COUNTY-  HI/MAUI
 TU3146  USGS QUAD   -  
 TU3146
 TU3146                         *CURRENT SURVEY CONTROL
 TU3146  ___________________________________________________________________
 TU3146* NAD 83(1993)-  20 31 55.70691(N)    156 34 21.82552(W)     ADJUSTED  
 TU3146* LOCAL TIDAL -       311.     (meters)    1020.     (feet)  SCALED    
 TU3146  ___________________________________________________________________
 TU3146  EPOCH DATE  -        1993.62
 TU3146  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 TU3146  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU3146
 TU3146  HORZ ORDER  -  THIRD
 TU3146
 TU3146.The horizontal coordinates were established by classical geodetic methods
 TU3146.and adjusted by the National Geodetic Survey in December 1998..
 TU3146.The horizontal coordinates are valid at the epoch date displayed above.
 TU3146.The epoch date for horizontal control is a decimal equivalence
 TU3146.of Year/Month/Day.
 TU3146
 TU3146.The orthometric height was scaled from a topographic map.
 TU3146
 TU3146.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3146
 TU3146.The geoid height was determined by GEOID03.
 TU3146
 TU3146;                    North         East     Units Scale Factor Converg.
 TU3146;SPC HI 2     -    22,012.007   509,796.492   MT  0.99996785   +0 01 58.6
 TU3146;UTM  04      - 2,272,250.897   753,098.548   MT  1.00039176   +0 51 06.4
 TU3146
 TU3146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3146!SPC HI 2     -   0.99994865  x   0.99996785  =   0.99991650
 TU3146!UTM  04      -   0.99994865  x   1.00039176  =   1.00034039
 TU3146
 TU3146:                Primary Azimuth Mark                     Grid Az
 TU3146:SPC HI 2     -  QUICK                                    299 17 41.6
 TU3146:UTM  04      -  QUICK                                    298 28 33.8
 TU3146
 TU3146|---------------------------------------------------------------------|
 TU3146| PID    Reference Object                     Distance      Geod. Az  |
 TU3146|                                                           dddmmss.s |
 TU3146| TU3148 QUICK                               APPROX. 1.2 KM 2991940.2 |
 TU3146|---------------------------------------------------------------------|
 TU3146
 TU3146                          SUPERSEDED SURVEY CONTROL
 TU3146
 TU3146  NAD 83(1986)-  20 31 55.69341(N)    156 34 21.80558(W) AD(       ) 3
 TU3146  OLD HI      -  20 32 07.08600(N)    156 34 31.93900(W) AD(       ) 3
 TU3146
 TU3146.Superseded values are not recommended for survey control.
 TU3146.NGS no longer adjusts projects to the OLD HI datum.
 TU3146.See file dsdata.txt to determine how the superseded data were derived.
 TU3146
 TU3146_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5309972251(NAD 83)
 TU3146_MARKER: W = UNMONUMENTED
 TU3146_SETTING: 0 = UNSPECIFIED SETTING
 TU3146
 TU3146  HISTORY     - Date     Condition        Report By
 TU3146  HISTORY     - 1904     MONUMENTED       CGS
 TU3146  HISTORY     - 1963     MARK NOT FOUND   CGS
 TU3146
 TU3146                          STATION DESCRIPTION
 TU3146
 TU3146'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3146'IN SOUTHEASTERN PART OF KAHOOLAWE, ON A BARE RED TERRACE ON A
 TU3146'HILLSIDE ABOUT 1 MILE WEST FROM THE BEACH IN BECKS COVE.  MARKED
 TU3146'ONLY BY A 2 BY 4 INCH POLE SIGNAL.
 TU3146
 TU3146                          STATION RECOVERY (1963)
 TU3146
 TU3146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3146'A PIPE DRIVEN INTO THE GROUND, AND AN OLD 2 X 4 LAYING NEARBY,
 TU3146'WERE FOUND IN THE APPROXIMATE LOCATION OF THE STATION.  THERE IS
 TU3146'NO POSITIVE INDICATION THAT THIS IS THE CORRECT POINT AND THE
 TU3146'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1205 ***********************************************************************
 TU1205  DESIGNATION -  DILLINGHAM CENTER OF HOUSE
 TU1205  PID         -  TU1205
 TU1205  STATE/COUNTY-  HI/HONOLULU
 TU1205  USGS QUAD   -  HONOLULU (1983)
 TU1205
 TU1205                         *CURRENT SURVEY CONTROL
 TU1205  ___________________________________________________________________
 TU1205* NAD 83(1993)-  21 15 41.17729(N)    157 48 58.14942(W)     ADJUSTED  
 TU1205* LOCAL TIDAL -                                                        
 TU1205  ___________________________________________________________________
 TU1205  EPOCH DATE  -        1993.62
 TU1205  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 TU1205  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU1205
 TU1205  HORZ ORDER  -  THIRD
 TU1205
 TU1205.The horizontal coordinates were established by classical geodetic methods
 TU1205.and adjusted by the National Geodetic Survey in December 1998..
 TU1205.The horizontal coordinates are valid at the epoch date displayed above.
 TU1205.The epoch date for horizontal control is a decimal equivalence
 TU1205.of Year/Month/Day.
 TU1205
 TU1205
 TU1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1205
 TU1205.The geoid height was determined by GEOID03.
 TU1205
 TU1205;                    North         East     Units Scale Factor Converg.
 TU1205;SPC HI 3     -    10,504.076   519,081.037   MT  0.99999450   +0 04 00.0
 TU1205;UTM  04      - 2,351,542.347   622,826.817   MT  0.99978643   +0 25 45.6
 TU1205
 TU1205                          SUPERSEDED SURVEY CONTROL
 TU1205
 TU1205  NAD 83(1986)-  21 15 41.12766(N)    157 48 58.16175(W) AD(       ) 4
 TU1205  OLD HI      -  21 15 52.49900(N)    157 49 07.99200(W) AD(       ) 3
 TU1205
 TU1205.Superseded values are not recommended for survey control.
 TU1205.NGS no longer adjusts projects to the OLD HI datum.
 TU1205.See file dsdata.txt to determine how the superseded data were derived.
 TU1205
 TU1205_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2282751542(NAD 83)
 TU1205
 TU1205  HISTORY     - Date     Condition        Report By
 TU1205  HISTORY     - 1925     MONUMENTED       CGS
 TU1205  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1205  HISTORY     - 19990418 GOOD             USPSQD
 TU1205
 TU1205                          STATION DESCRIPTION
 TU1205
 TU1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1205'ON SOUTHWEST SLOPE OF DIAMOND HEAD, THE CENTER OF GABLE ROOF,
 TU1205'MIDWAY BETWEEN TWO GREAT, SQUAT, END TOWERS, OF CEMENT STRUCTURE
 TU1205'(RESIDENCE), TINTED PINK WITH RED TILE ROOF.
 TU1205
 TU1205                          STATION RECOVERY (1964)
 TU1205
 TU1205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1205'STATION WAS RECOVERED.  IT IS A LARGE, TWO-STORY, PINK CONCRETE
 TU1205'MANSION, WITH RED TILE ROOF, IN THE SHAPE OF A SQUARE C.  THE
 TU1205'ENDS OF THE TWO SIDES OF THE C, WHICH LIE NORTHWEST-SOUTHEAST,
 TU1205'ARE NARROW AND HAVE THE APPEARANCE OF GREAT SQUAT END TOWERS
 TU1205'MENTIONED IN OLD DESCRIPTION, BUT THE ROOF-LINES OF THE BUILDING
 TU1205'ARE ALL THE SAME ELEVATION.  THE POINT INTERSECTED WAS MIDWAY
 TU1205'BETWEEN THE END PARTS OF THE BUILDING AT THE CENTER OF THE
 TU1205'CLOSED PART OF THE C.  LOCATED AT THE WEST BASE OF DIAMOND
 TU1205'HEAD.
 TU1205
 TU1205                          STATION RECOVERY (1999)
 TU1205
 TU1205'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1580 ***********************************************************************
 TU1580  DESIGNATION -  DILLINGHAM RESET
 TU1580  PID         -  TU1580
 TU1580  STATE/COUNTY-  HI/HONOLULU
 TU1580  USGS QUAD   -  KAENA (1983)
 TU1580
 TU1580                         *CURRENT SURVEY CONTROL
 TU1580  ___________________________________________________________________
 TU1580* NAD 83(1993)-  21 34 51.28171(N)    158 10 20.63002(W)     ADJUSTED  
 TU1580* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1580  ___________________________________________________________________
 TU1580  EPOCH DATE  -        1993.62
 TU1580  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 TU1580  GEOID HEIGHT-          14.77  (meters)                     GEOID03
 TU1580
 TU1580  HORZ ORDER  -  SECOND
 TU1580
 TU1580.The horizontal coordinates were established by classical geodetic methods
 TU1580.and adjusted by the National Geodetic Survey in December 1998..
 TU1580.The horizontal coordinates are valid at the epoch date displayed above.
 TU1580.The epoch date for horizontal control is a decimal equivalence
 TU1580.of Year/Month/Day.
 TU1580
 TU1580.The orthometric height was scaled from a topographic map.
 TU1580
 TU1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1580
 TU1580.The geoid height was determined by GEOID03.
 TU1580
 TU1580;                    North         East     Units Scale Factor Converg.
 TU1580;SPC HI 3     -    45,875.415   482,146.219   MT  0.99999394   -0 03 48.3
 TU1580;UTM  04      - 2,386,668.529   585,676.764   MT  0.99969070   +0 18 15.9
 TU1580
 TU1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1580!SPC HI 3     -   0.99999736  x   0.99999394  =   0.99999130
 TU1580!UTM  04      -   0.99999736  x   0.99969070  =   0.99968806
 TU1580
 TU1580|---------------------------------------------------------------------|
 TU1580| PID    Reference Object                     Distance      Geod. Az  |
 TU1580|                                                           dddmmss.s |
 TU1580| TU1579 CROSS ON ROCK WALL 1964               2.680 METERS 02129     |
 TU1580| TU1536 MOKULEIA                            APPROX. 0.5 KM 1183737.6 |
 TU1580| CJ9435 DILLINGHAM RM 3                      24.218 METERS 12155     |
 TU1580| CJ9434 DILLINGHAM RM 2                      45.960 METERS 13903     |
 TU1580| CJ9433 DILLINGHAM RM 1                      21.675 METERS 20358     |
 TU1580| CJ9436 DILLINGHAM RM 4                      21.662 METERS 20400     |
 TU1580| TU1545 MOKU                                APPROX. 4.7 KM 2093044.6 |
 TU1580| TU1538 KAWAIHAPAI                          157.596 METERS 29924     |
 TU1580|---------------------------------------------------------------------|
 TU1580
 TU1580                          SUPERSEDED SURVEY CONTROL
 TU1580
 TU1580  NAD 83(1986)-  21 34 51.23265(N)    158 10 20.64153(W) AD(       ) 2
 TU1580  OLD HI      -  21 35 02.61600(N)    158 10 30.57000(W) AD(       ) 2
 TU1580
 TU1580.Superseded values are not recommended for survey control.
 TU1580.NGS no longer adjusts projects to the OLD HI datum.
 TU1580.See file dsdata.txt to determine how the superseded data were derived.
 TU1580
 TU1580_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8567786669(NAD 83)
 TU1580_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1580
 TU1580  HISTORY     - Date     Condition        Report By
 TU1580  HISTORY     - 1927     MONUMENTED       CGS
 TU1580  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1580  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1580  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1580
 TU1580                          STATION DESCRIPTION
 TU1580
 TU1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1580'IN WAIALUA DISTRICT, WESTERN COAST OF OAHU, ABOUT 1-1/2 MILES
 TU1580'EAST OF KAWAIHAPAI RAILROAD STATION, 1/2 MILE WEST OF MOKULEIA
 TU1580'RAILROAD STATION, ON EDGE OF BANK OR DUNE IN PASTURE OF
 TU1580'DILLINGHAM RANCH, ON SHORE LINE, ABOUT 100 YARDS WEST OF
 TU1580'SMALL BOATHOUSE AND 200 YARDS EAST OF FENCE LINE MARKING
 TU1580'WESTERN LIMITS OF PASTURE.  MARKED ACCORDING TO NOTE 1A,
 TU1580'STANDARD DISK IN CONCRETE BLOCK.  REFERENCE MARK, NOTE 11A,
 TU1580'STANDARD REFERENCE DISKS IN CONCRETE BLOCKS, WERE SET AT THE
 TU1580'FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 21.675
 TU1580'METERS (71.11 FEET), 23 DEG 58 MIN.  NO. 2, 45.960 METERS,
 TU1580'(150.79 FEET), 319 DEG 03 MIN.  RE-MARKED ACCORDING TO NOTE 14A
 TU1580'IN 1929.
 TU1580
 TU1580                          STATION RECOVERY (1932)
 TU1580
 TU1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1580'RECOVERED IN GOOD CONDITION.  THE BOATHOUSE E OF STATION HAS
 TU1580'BEEN REMOVED.  REMAINS OF AN OLD PIER WERE FOUND.  STORM
 TU1580'HIGH-WATER LINE IS 5-1/2 METERS N OF STATION.
 TU1580
 TU1580                          STATION RECOVERY (1945)
 TU1580
 TU1580'RECOVERY NOTE BY US ARMY 1945
 TU1580'STATION IS ABOUT 1-1/2 MILES E OF KAWAIHAPAI RAILROAD STATION,
 TU1580'1/2 MILE W OF MOKULEIA RAILROAD STATION, ON EDGE OF BANK OR
 TU1580'DUNE IN PASTURE OF DILLINGHAAM RANCH, ON SHORELINE, ABOUT
 TU1580'100 YARDS W OF SMALL BOATHOUSE, AND 200 YARDS E OF FENCE LINE
 TU1580'MARKING W LIMITS OF PASTURE.
 TU1580'
 TU1580'STATION IS MARKED WITH A STANDARD STATION DISK SET IN THE TOP
 TU1580'OF A SQUARE BLOCK OF CONCRETE.  THIS STATION IS NOW MARKED AS
 TU1580'ABOVE WITH A CONCRETE PLATFORM ABOUT 4 FEET ABOVE THE GROUND
 TU1580'WITH A SLEEVE OF 2-1/2-INCH PIPE WITH A SIGNAL POLE 10 FEET HIGH
 TU1580'CARRYING A METAL TARGET ABOUT 3 BY 2 FEET WITH 2-INCH HOLES
 TU1580'BORED IN IT TO CUT DOWN THE WIND RESISTANCE.  THE TARGET IS
 TU1580'PAINTED RED AND WHITE.
 TU1580
 TU1580                          STATION RECOVERY (1964)
 TU1580
 TU1580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1580'THE STATION SUB-SURFACE MARK WAS RECOVERED.  THE SURFACE MARK
 TU1580'WAS DESTROYED BY A TIDAL WAVE WHICH HAS LOWERED THE BEACH IN
 TU1580'THE VICINITY ABOUT 3 FEET.  AT THE SAME TIME THE HAWAII
 TU1580'TERRITORIAL SURVEY TYPE A SIGNAL WAS SHIFTED SEAWARD AND NEARLY
 TU1580'BURIED ABOUT 8 FEET NORTH OF STATION.  THE CONCRETE MONUMENT
 TU1580'IN WHICH R.M. NO. 1 WAS SET WAS FOUND WITH THE TOP BROKEN OFF
 TU1580'AND THE MARK GONE.  R.M. NO. 2 WAS NOT FOUND AND IS BELIEVED
 TU1580'DESTROYED.
 TU1580'
 TU1580'THE UNDERGROUND MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU1580'FOLLOWS--
 TU1580'
 TU1580'STATION IS LOCATED ALONG THE NORTH SHORE OF OAHU, ABOUT 3 MILES
 TU1580'WEST OF WAIALUA, 1/2 MILE WEST-NORTHWEST OF THE MOUTH OF
 TU1580'MAKALEHA STREAM, 150 YARDS EAST-SOUTHEAST OF NORTHERNMOST TIP OF
 TU1580'POINT AND JUST OUTSIDE THE NORTH FENCE OF A LARGE PASTURE OWNED BY
 TU1580'THE CROWBAR RANCH.
 TU1580'
 TU1580'TO REACH STATION FROM THE HIGHWAY OVERPASS AT SOUTH END OF
 TU1580'WAIALUA, GO WEST ON STATE HIGHWAY 99 FOR 3.4 MILES TO RED BOARD
 TU1580'GATE ON RIGHT (KEY MAY BE OBTAINED AT THE RANCH OFFICE ON LEFT
 TU1580'SIDE OF HIGHWAY).  PASS THROUGH GATE AND GO NORTH ACROSS PASTURE
 TU1580'FOR 0.2 MILE TO FENCE AND STATION JUST OUTSIDE FENCE, IN
 TU1580'SAND BEACH AREA.
 TU1580'
 TU1580'STATION MARK IS A STANDARD DISK STAMPED DILLINGHAM 1927 1964,
 TU1580'SET IN THE TOP OF A 2-FOOT-DIAMETER MASS OF CONCRETE AND ROCK FLUSH
 TU1580'WITH SAND.  IT IS 15 YARDS WEST OF A ROW OF OLD PIPES IN THE
 TU1580'WATER, 5.5 FEET NORTH OF FENCE, AND 3 FEET LOWER THAN BOTTOM
 TU1580'WIRE OF FENCE.
 TU1580'
 TU1580'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 TU1580'DILLINGHAM NO 3 1927 1964, SET IN THE TOP OF A 12-INCH-SQUARE,
 TU1580'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS ON THE BANK,
 TU1580'2.8 FEET NORTH OF FENCE, 7.3 FEET SOUTHWEST OF A TRIANGLE BLAZE
 TU1580'ON IRONWOOD TREE, AND 2.9 FEET HIGHER THAN STATION.
 TU1580'
 TU1580'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED
 TU1580'DILLINGHAM NO 4 1927 1964, CEMENTED IN A DRILL HOLE IN THE TOP
 TU1580'OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 TU1580'(THIS IS OLD R.M. NO. 1 MONUMENT).  IT IS ON WEST EDGE OF
 TU1580'DIM ROAD, 28 FEET WEST OF A LARGE IRONWOOD THAT HAS BEEN BURNED
 TU1580'ON WEST SIDE, AND IS 0.37 FEET HIGHER THAN STATION.
 TU1580'
 TU1580'CROSS ON ROCK WALL IS A 2-INCH, CHISELED CROSS IN ROCK AT CENTER
 TU1580'OF THE EXPOSED PART OF THE OLD HTS TYPE A SIGNAL, WHICH IS 7
 TU1580'FEET LONG, 4 FEET THICK, CONSTRUCTED OF STONE AND CONCRETE,
 TU1580'AND PROJECTS 1-1/2 FEET FROM THE SAND ON A 45-DEGREE TILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1937 ***********************************************************************
 TU1937  DESIGNATION -  DIN
 TU1937  PID         -  TU1937
 TU1937  STATE/COUNTY-  HI/KAUAI
 TU1937  USGS QUAD   -  KAPAA (1996)
 TU1937
 TU1937                         *CURRENT SURVEY CONTROL
 TU1937  ___________________________________________________________________
 TU1937* NAD 83(1993)-  22 02 13.34751(N)    159 20 09.70898(W)     ADJUSTED  
 TU1937* LOCAL TIDAL -                                                        
 TU1937  ___________________________________________________________________
 TU1937  EPOCH DATE  -        1993.62
 TU1937  LAPLACE CORR-         -14.28  (seconds)                    DEFLEC99
 TU1937  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU1937
 TU1937  HORZ ORDER  -  THIRD
 TU1937
 TU1937.The horizontal coordinates were established by classical geodetic methods
 TU1937.and adjusted by the National Geodetic Survey in December 1998..
 TU1937.The horizontal coordinates are valid at the epoch date displayed above.
 TU1937.The epoch date for horizontal control is a decimal equivalence
 TU1937.of Year/Month/Day.
 TU1937
 TU1937
 TU1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1937
 TU1937.The geoid height was determined by GEOID03.
 TU1937
 TU1937;                    North         East     Units Scale Factor Converg.
 TU1937;SPC HI 4     -    22,565.287   516,927.313   MT  0.99999354   +0 03 41.5
 TU1937;UTM  04      - 2,436,965.037   465,323.542   MT  0.99961486   -0 07 33.9
 TU1937
 TU1937                          SUPERSEDED SURVEY CONTROL
 TU1937
 TU1937  NAD 83(1986)-  22 02 13.32085(N)    159 20 09.76295(W) AD(       ) 4
 TU1937  OLD HI      -  22 02 24.66000(N)    159 20 19.83000(W) AD(       ) 3
 TU1937
 TU1937.Superseded values are not recommended for survey control.
 TU1937.NGS no longer adjusts projects to the OLD HI datum.
 TU1937.See file dsdata.txt to determine how the superseded data were derived.
 TU1937
 TU1937_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6532436965(NAD 83)
 TU1937
 TU1937  HISTORY     - Date     Condition        Report By
 TU1937  HISTORY     - 1910     MONUMENTED       CGS
 TU1937  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1937  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1937
 TU1937                          STATION DESCRIPTION
 TU1937
 TU1937'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1937'ON THE EAST COAST OF KAUAI, 2 MILES SOUTHEAST OF NONOU, 50
 TU1937'METERS BACK FROM AND 20 FEET ABOVE HIGH-WATER MARK, AND AT THE
 TU1937'OUTER END OF THE MOST NORTHERLY OF FOUR LARGE PILES OF STONES
 TU1937'WHICH EXTEND OUT FROM A STONE WALL IN FRONT OF A CANE
 TU1937'FIELD.  MARKED BY CROSS IN 1 FOOT CUBE OF ROCK.
 TU1937
 TU1937                          STATION RECOVERY (1965)
 TU1937
 TU1937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1937'STATION WAS NOT FOUND AND IS BELIEVED DESTROYED.  THE
 TU1937'APPROXIMATE LOCATION WAS DETERMINED BY ANGLE CHECK ON 3
 TU1937'SURROUNDING TRIANGULATION STATIONS.  THERE IS NO LONGER A
 TU1937'STONE WALL IN THE VICINITY.
 TU1937
 TU1937                          STATION RECOVERY (1998)
 TU1937
 TU1937'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3018 ***********************************************************************
 TU3018  DESIGNATION -  DOCK
 TU3018  PID         -  TU3018
 TU3018  STATE/COUNTY-  HI/MAUI
 TU3018  USGS QUAD   -  WAILUKU (1997)
 TU3018
 TU3018                         *CURRENT SURVEY CONTROL
 TU3018  ___________________________________________________________________
 TU3018* NAD 83(1993)-  20 53 40.61705(N)    156 28 00.08268(W)     ADJUSTED  
 TU3018* LOCAL TIDAL -                                                        
 TU3018  ___________________________________________________________________
 TU3018  EPOCH DATE  -        1993.62
 TU3018  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 TU3018  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU3018
 TU3018  HORZ ORDER  -  THIRD
 TU3018
 TU3018.The horizontal coordinates were established by classical geodetic methods
 TU3018.and adjusted by the National Geodetic Survey in December 1998..
 TU3018.The horizontal coordinates are valid at the epoch date displayed above.
 TU3018.The epoch date for horizontal control is a decimal equivalence
 TU3018.of Year/Month/Day.
 TU3018
 TU3018
 TU3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3018
 TU3018.The geoid height was determined by GEOID03.
 TU3018
 TU3018;                    North         East     Units Scale Factor Converg.
 TU3018;SPC HI 2     -    62,151.619   520,805.590   MT  0.99997201   +0 04 16.8
 TU3018;UTM  04      - 2,312,563.343   763,532.761   MT  1.00045835   +0 54 14.5
 TU3018
 TU3018                          SUPERSEDED SURVEY CONTROL
 TU3018
 TU3018  NAD 83(1986)-  20 53 40.57713(N)    156 28 00.06920(W) AD(       ) 4
 TU3018  OLD HI      -  20 53 52.08100(N)    156 28 10.24800(W) AD(       ) 3
 TU3018
 TU3018.Superseded values are not recommended for survey control.
 TU3018.NGS no longer adjusts projects to the OLD HI datum.
 TU3018.See file dsdata.txt to determine how the superseded data were derived.
 TU3018
 TU3018_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6353312563(NAD 83)
 TU3018
 TU3018  HISTORY     - Date     Condition        Report By
 TU3018  HISTORY     - UNK      MONUMENTED
 TU3018  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3018
 TU3018                          STATION DESCRIPTION
 TU3018
 TU3018'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3018'THIS STATION NO LONGER EXISTS.  WAS DESTROYED WHEN THE NEW PIER
 TU3018'NO 2 WAS BUILT.
 TU3018'
 TU3018'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1542 ***********************************************************************
 TU1542  DESIGNATION -  DOLLAR RADIO STATION TANK
 TU1542  PID         -  TU1542
 TU1542  STATE/COUNTY-  HI/HONOLULU
 TU1542  USGS QUAD   -  KAENA (1983)
 TU1542
 TU1542                         *CURRENT SURVEY CONTROL
 TU1542  ___________________________________________________________________
 TU1542* NAD 83(1993)-  21 34 38.26414(N)    158 11 33.70815(W)     ADJUSTED  
 TU1542* LOCAL TIDAL -                                                        
 TU1542  ___________________________________________________________________
 TU1542  EPOCH DATE  -        1993.62
 TU1542  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 TU1542  GEOID HEIGHT-          14.78  (meters)                     GEOID03
 TU1542
 TU1542  HORZ ORDER  -  THIRD
 TU1542
 TU1542.The horizontal coordinates were established by classical geodetic methods
 TU1542.and adjusted by the National Geodetic Survey in December 1998..
 TU1542.The horizontal coordinates are valid at the epoch date displayed above.
 TU1542.The epoch date for horizontal control is a decimal equivalence
 TU1542.of Year/Month/Day.
 TU1542
 TU1542
 TU1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1542
 TU1542.The geoid height was determined by GEOID03.
 TU1542
 TU1542;                    North         East     Units Scale Factor Converg.
 TU1542;SPC HI 3     -    45,477.502   480,043.466   MT  0.99999492   -0 04 15.1
 TU1542;UTM  04      - 2,386,257.251   583,577.251   MT  0.99968631   +0 17 48.9
 TU1542
 TU1542                          SUPERSEDED SURVEY CONTROL
 TU1542
 TU1542  NAD 83(1986)-  21 34 38.21504(N)    158 11 33.71989(W) AD(       ) 4
 TU1542  OLD HI      -  21 34 49.59500(N)    158 11 43.64900(W) AD(       ) 3
 TU1542
 TU1542.Superseded values are not recommended for survey control.
 TU1542.NGS no longer adjusts projects to the OLD HI datum.
 TU1542.See file dsdata.txt to determine how the superseded data were derived.
 TU1542
 TU1542_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8357786257(NAD 83)
 TU1542
 TU1542  HISTORY     - Date     Condition        Report By
 TU1542  HISTORY     - UNK      MONUMENTED
 TU1542  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1542
 TU1542                          STATION DESCRIPTION
 TU1542
 TU1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1542'STATION IS GONE.  PROBABLY REMOVED WHEN DILLINGHAM AIRFIELD WAS
 TU1542'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1887 ***********************************************************************
 TU1887  DESIGNATION -  DRIFT
 TU1887  PID         -  TU1887
 TU1887  STATE/COUNTY-  HI/KAUAI
 TU1887  USGS QUAD   -  ANAHOLA (1996)
 TU1887
 TU1887                         *CURRENT SURVEY CONTROL
 TU1887  ___________________________________________________________________
 TU1887* NAD 83(1993)-  22 07 33.11015(N)    159 17 37.58850(W)     ADJUSTED  
 TU1887* LOCAL TIDAL -        18.     (meters)      59.     (feet)  SCALED    
 TU1887  ___________________________________________________________________
 TU1887  EPOCH DATE  -        1993.62
 TU1887  LAPLACE CORR-         -15.75  (seconds)                    DEFLEC99
 TU1887  GEOID HEIGHT-          14.58  (meters)                     GEOID03
 TU1887
 TU1887  HORZ ORDER  -  THIRD
 TU1887
 TU1887.The horizontal coordinates were established by classical geodetic methods
 TU1887.and adjusted by the National Geodetic Survey in December 1998..
 TU1887.The horizontal coordinates are valid at the epoch date displayed above.
 TU1887.The epoch date for horizontal control is a decimal equivalence
 TU1887.of Year/Month/Day.
 TU1887
 TU1887.The orthometric height was scaled from a topographic map.
 TU1887
 TU1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1887
 TU1887.The geoid height was determined by GEOID03.
 TU1887
 TU1887;                    North         East     Units Scale Factor Converg.
 TU1887;SPC HI 4     -    32,406.011   521,276.257   MT  0.99999559   +0 04 39.6
 TU1887;UTM  04      - 2,446,787.692   469,703.075   MT  0.99961134   -0 06 38.3
 TU1887
 TU1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1887!SPC HI 4     -   0.99999488  x   0.99999559  =   0.99999047
 TU1887!UTM  04      -   0.99999488  x   0.99961134  =   0.99960622
 TU1887
 TU1887|---------------------------------------------------------------------|
 TU1887| PID    Reference Object                     Distance      Geod. Az  |
 TU1887|                                                           dddmmss.s |
 TU1887| CJ9438 DRIFT RM 2                            5.195 METERS 12100     |
 TU1887| CJ9437 DRIFT RM 1                            5.450 METERS 23707     |
 TU1887| CJ9439 DRIFT RM 3                           11.570 METERS 35521     |
 TU1887|---------------------------------------------------------------------|
 TU1887
 TU1887                          SUPERSEDED SURVEY CONTROL
 TU1887
 TU1887  NAD 83(1986)-  22 07 33.07670(N)    159 17 37.64904(W) AD(       ) 3
 TU1887  OLD HI      -  22 07 44.43600(N)    159 17 47.72700(W) AD(       ) 3
 TU1887
 TU1887.Superseded values are not recommended for survey control.
 TU1887.NGS no longer adjusts projects to the OLD HI datum.
 TU1887.See file dsdata.txt to determine how the superseded data were derived.
 TU1887
 TU1887_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6970346788(NAD 83)
 TU1887_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1887_SETTING: 66 = SET IN ROCK OUTCROP
 TU1887
 TU1887  HISTORY     - Date     Condition        Report By
 TU1887  HISTORY     - 1927     MONUMENTED       CGS
 TU1887  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1887  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 TU1887
 TU1887                          STATION DESCRIPTION
 TU1887
 TU1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1887'ON THE EASTERN SHORE OF KAUAI BETWEEN KAHALA LIGHTHOUSE AND
 TU1887'KEALIA.  IT IS REACHED BY A DIRT ROAD WHICH GOES ALONG THE
 TU1887'NORTHERN BANK OF THE KAMALOMALOO STREAM, LEAVING THE MAIN ROAD
 TU1887'AT A POINT 1-1/2 MILES SOUTH OF ANAHOLA, AND LEADING TO THE
 TU1887'SEA.  WHEN RAILROAD TRACK IS REACHED FOLLOW IT NORTH FOR ABOUT
 TU1887'1/2 MILE, WHEN STATION WILL BE FOUND ON A LARGE ROCK OUTCROP
 TU1887'BETWEEN TWO SPURS OF TRACK.  MARKED ACCORDING TO NOTE 2, A
 TU1887'STANDARD DISK IN OUTCROPPING BEDROCK.  THREE REFERENCE MARKS,
 TU1887'NOTE 12A, STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK,
 TU1887'WERE SET AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU1887'STATION--NO. 1, 5.4450 METERS (17.88 FEET), 57 DEG 07 MIN.  NO. 2,
 TU1887'5.195 METERS (17.04 FEET), 301 DEG 00 MIN.  AND NO. 3
 TU1887'11.570 METERS (37.96 FEET), 175 DEG 21 MIN.
 TU1887
 TU1887                          STATION RECOVERY (1965)
 TU1887
 TU1887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1887'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU1887'CONDITION.  STATION IS NOW IN THE CENTER OF A DENSE GROVE OF
 TU1887'IRONWOOD TREES ABOUT 40 FEET TALL AND IS TOTALLY OBSTRUCTED.  A
 TU1887'COMPLETE DESCRIPTION FOLLOWS--
 TU1887'
 TU1887'STATION IS LOCATED ABOUT 1-3/4 MILES SOUTHEAST OF ANAHOLA AND 2
 TU1887'MILES NORTH-NORTHEAST OF KEALIA, ON A SLIGHT RISE ON TIMBERED SLOPE,
 TU1887'ABOUT 300 FEET WEST FROM SHORELINE, ABOUT MIDWAY BETWEEN POHAKULOA
 TU1887'POINT AND ANAPALAU POINT, AND BETWEEN THE SHORELINE CANE-HAUL ROAD
 TU1887'AND THE UPHILL, MAIN FIELD ROAD.
 TU1887'
 TU1887'TO REACH STATION FROM THE POST OFFICE IN ANAHOLA, GO SOUTH FOR
 TU1887'0.05 MILE.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 56 FOR 1.65
 TU1887'MILE TO CROSSROAD.  TURN LEFT AND GO 0.7 MILE TO STATION ON
 TU1887'LEFT, 0.1 MILE BEFORE REACHING JUNCTION WITH SHORELINE ROAD.
 TU1887'
 TU1887'STATION MARK IS A STANDARD DISK STAMPED DRIFT 1927, CEMENTED IN
 TU1887'A DRILL HOLE IN A 3-FOOT, TRIANGULAR-SHAPED BOULDER THAT PROJECTS
 TU1887'1 FOOT ABOVE GROUND.  IT IS 75 FEET EAST, DOWNSLOPE, FROM THE
 TU1887'ROAD, 5 FEET NORTHEAST OF A 1-INCH DIAMETER DRILL HOLE 6 INCHES
 TU1887'DEEP IN THE TOP OF A LARGE BOULDER, AND SETS AMONG A GROUP OF
 TU1887'LARGE BOULDERS.
 TU1887'
 TU1887'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DRIFT 1
 TU1887'1927, CEMENTED IN A DRILL HOLE IN A TRIANGULAR BOULDER THAT
 TU1887'PROJECTS 16 INCHES ABOVE GROUND AND IS AT SAME ELEVATION AS
 TU1887'STATION.  IT IS 5.448 M (17.873 FT.) FROM STATION IN AZIMUTH
 TU1887'57 DEG 07 MIN.
 TU1887'
 TU1887'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMED DRIFT 2
 TU1887'1927, CEMENTED IN A DRILL HOLE IN THE MAKAI SIDE OF A LARGE,
 TU1887'4 X 6-FOOT ROCK THAT PROJECTS 10 INCHES ABOVE GROUND AND IS
 TU1887'2-1/2 FEET LOWER THAN STATION MARK.  IT IS 5.128 M (16.822 FT.)
 TU1887'FROM STATION AZIMUTH 301 DEG 00 MIN.
 TU1887'
 TU1887'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED DRIFT RM
 TU1887'3 1927, CEMENTED IN A DRILL HOLE IN THE 1 X 2-FOOT TOP OF A ROCK
 TU1887'FLUSH WITH GROUND AND ABOUT 8 INCHES LOWER THAN STATION MARK.  IT
 TU1887'IS 11.571 M (37.961 FT.) FROM STATION IN AZIMUTH 175 DEG
 TU1887'21 MIN.  THE MARK IS USUALLY COVERED WITH A LAYER OF PINE
 TU1887'NEEDLES.
 TU1887'
 TU1887'NOTE--THE DISCREPANCY IN DISTANCE TO R.M. 2 WAS NOTED AND
 TU1887'CHECKED IN THE FIELD AND THE NEW DISTANCE IS CORRECT.  THE
 TU1887'PRESENT SLOPE DISTANCE TO THE MARK COINCIDES WITH THE OLD
 TU1887'DISTANCE, SO IT IS BELIEVED THAT IS WAS MEASURED THAT WAY IN 1927.
 TU1887
 TU1887                          STATION RECOVERY (1997)
 TU1887
 TU1887'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1713 ***********************************************************************
 TU1713  DESIGNATION -  DRILL HOLE CROSS ON ROCK 1964
 TU1713  PID         -  TU1713
 TU1713  STATE/COUNTY-  HI/HONOLULU
 TU1713  USGS QUAD   -  WAIANAE (1983)
 TU1713
 TU1713                         *CURRENT SURVEY CONTROL
 TU1713  ___________________________________________________________________
 TU1713* NAD 83(1993)-  21 26 43.69283(N)    158 10 11.65065(W)     ADJUSTED  
 TU1713* LOCAL TIDAL -       199.     (meters)     653.     (feet)  SCALED    
 TU1713  ___________________________________________________________________
 TU1713  EPOCH DATE  -        1993.62
 TU1713  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 TU1713  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1713
 TU1713  HORZ ORDER  -  SECOND
 TU1713
 TU1713.The horizontal coordinates were established by classical geodetic methods
 TU1713.and adjusted by the National Geodetic Survey in December 1998..
 TU1713.The horizontal coordinates are valid at the epoch date displayed above.
 TU1713.The epoch date for horizontal control is a decimal equivalence
 TU1713.of Year/Month/Day.
 TU1713
 TU1713.The orthometric height was scaled from a topographic map.
 TU1713
 TU1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1713
 TU1713.The geoid height was determined by GEOID03.
 TU1713
 TU1713;                    North         East     Units Scale Factor Converg.
 TU1713;SPC HI 3     -    30,878.656   482,388.223   MT  0.99999383   -0 03 43.6
 TU1713;UTM  04      - 2,371,678.167   586,014.650   MT  0.99969142   +0 18 12.7
 TU1713
 TU1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1713!SPC HI 3     -   0.99996628  x   0.99999383  =   0.99996011
 TU1713!UTM  04      -   0.99996628  x   0.99969142  =   0.99965771
 TU1713
 TU1713                          SUPERSEDED SURVEY CONTROL
 TU1713
 TU1713  NAD 83(1986)-  21 26 43.64153(N)    158 10 11.66265(W) AD(       ) 2
 TU1713  OLD HI      -  21 26 55.03606(N)    158 10 21.55819(W) AD(       ) 2
 TU1713
 TU1713.Superseded values are not recommended for survey control.
 TU1713.NGS no longer adjusts projects to the OLD HI datum.
 TU1713.See file dsdata.txt to determine how the superseded data were derived.
 TU1713
 TU1713_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8601571678(NAD 83)
 TU1713
 TU1713  HISTORY     - Date     Condition        Report By
 TU1713  HISTORY     - 1964     MONUMENTED       CGS
 TU1713
 TU1713                          STATION DESCRIPTION
 TU1713
 TU1713'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU1713'SEE STATION PAHEEHEE NEW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2596 ***********************************************************************
 TU2596  DESIGNATION -  DRILL HOLE NR MOANUIAHEA 1948
 TU2596  PID         -  TU2596
 TU2596  STATE/COUNTY-  HI/HAWAII
 TU2596  USGS QUAD   -  KAILUA (1996)
 TU2596
 TU2596                         *CURRENT SURVEY CONTROL
 TU2596  ___________________________________________________________________
 TU2596* NAD 83(1993)-  19 44 19.67435(N)    155 57 12.17946(W)     ADJUSTED  
 TU2596* LOCAL TIDAL -       982.     (meters)    3222.     (feet)  SCALED    
 TU2596  ___________________________________________________________________
 TU2596  EPOCH DATE  -        1993.62
 TU2596  LAPLACE CORR-          20.56  (seconds)                    DEFLEC99
 TU2596  GEOID HEIGHT-          20.51  (meters)                     GEOID03
 TU2596
 TU2596  HORZ ORDER  -  SECOND
 TU2596
 TU2596.The horizontal coordinates were established by classical geodetic methods
 TU2596.and adjusted by the National Geodetic Survey in December 1998..
 TU2596.The horizontal coordinates are valid at the epoch date displayed above.
 TU2596.The epoch date for horizontal control is a decimal equivalence
 TU2596.of Year/Month/Day.
 TU2596
 TU2596.The orthometric height was scaled from a topographic map.
 TU2596
 TU2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2596
 TU2596.The geoid height was determined by GEOID03.
 TU2596
 TU2596;                    North         East     Units Scale Factor Converg.
 TU2596;SPC HI 1     -   100,291.099   452,478.202   MT  0.99999457   -0 09 11.3
 TU2596;UTM  05      - 2,185,273.317   190,447.761   MT  1.00078458   -0 59 53.7
 TU2596;UTM  04      - 2,185,446.408   819,331.365   MT  1.00086062   +1 01 47.3
 TU2596
 TU2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2596!SPC HI 1     -   0.99984244  x   0.99999457  =   0.99983701
 TU2596!UTM  05      -   0.99984244  x   1.00078458  =   1.00062689
 TU2596!UTM  04      -   0.99984244  x   1.00086062  =   1.00070292
 TU2596
 TU2596                          SUPERSEDED SURVEY CONTROL
 TU2596
 TU2596  NAD 83(1986)-  19 44 19.67138(N)    155 57 12.19242(W) AD(       ) 2
 TU2596  OLD HI      -  19 44 30.60800(N)    155 57 22.21600(W) AD(       ) 2
 TU2596
 TU2596.Superseded values are not recommended for survey control.
 TU2596.NGS no longer adjusts projects to the OLD HI datum.
 TU2596.See file dsdata.txt to determine how the superseded data were derived.
 TU2596
 TU2596_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9044885273(NAD 83)
 TU2596
 TU2596  HISTORY     - Date     Condition        Report By
 TU2596  HISTORY     - 1948     MONUMENTED       CGS
 TU2596
 TU2596                          STATION DESCRIPTION
 TU2596
 TU2596'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TU2596'SEE STATION MOANUIAHEA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1821 ***********************************************************************
 TU1821  DESIGNATION -  DRY
 TU1821  PID         -  TU1821
 TU1821  STATE/COUNTY-  HI/KAUAI
 TU1821  USGS QUAD   -  HANAPEPE (1996)
 TU1821
 TU1821                         *CURRENT SURVEY CONTROL
 TU1821  ___________________________________________________________________
 TU1821* NAD 83(1993)-  21 54 01.32346(N)    159 36 32.45834(W)     ADJUSTED  
 TU1821* LOCAL TIDAL -                                                        
 TU1821  ___________________________________________________________________
 TU1821  EPOCH DATE  -        1993.62
 TU1821  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 TU1821  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1821
 TU1821  HORZ ORDER  -  THIRD
 TU1821
 TU1821.The horizontal coordinates were established by classical geodetic methods
 TU1821.and adjusted by the National Geodetic Survey in December 1998..
 TU1821.The horizontal coordinates are valid at the epoch date displayed above.
 TU1821.The epoch date for horizontal control is a decimal equivalence
 TU1821.of Year/Month/Day.
 TU1821
 TU1821
 TU1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1821
 TU1821.The geoid height was determined by GEOID03.
 TU1821
 TU1821;                    North         East     Units Scale Factor Converg.
 TU1821;SPC HI 4     -     7,426.529   488,735.014   MT  0.99999157   -0 02 26.4
 TU1821;UTM  04      - 2,421,923.825   437,092.156   MT  0.99964890   -0 13 37.8
 TU1821
 TU1821                          SUPERSEDED SURVEY CONTROL
 TU1821
 TU1821  NAD 83(1986)-  21 54 01.29313(N)    159 36 32.47717(W) AD(       ) 4
 TU1821  OLD HI      -  21 54 12.58000(N)    159 36 42.52000(W) AD(       ) 3
 TU1821
 TU1821.Superseded values are not recommended for survey control.
 TU1821.NGS no longer adjusts projects to the OLD HI datum.
 TU1821.See file dsdata.txt to determine how the superseded data were derived.
 TU1821
 TU1821_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3709221924(NAD 83)
 TU1821
 TU1821  HISTORY     - Date     Condition        Report By
 TU1821  HISTORY     - 1910     MONUMENTED       CGS
 TU1821  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1821  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1821  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1821
 TU1821                          STATION DESCRIPTION
 TU1821
 TU1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1821'ON SAND DUNE IN BIGHT, 1 MILE WEST OF PORT ALLEN, 5 METERS BACK
 TU1821'FROM AND 5 FEET ABOVE HIGH-WATER MARK.  MARKED BY STAKE.
 TU1821
 TU1821                          STATION RECOVERY (1965)
 TU1821
 TU1821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1821'STATION IS GONE.  IT WAS LOCATED ALONG THE BEACH THAT IS NOW
 TU1821'SALT POND BEACH PARK.
 TU1821
 TU1821                          STATION RECOVERY (1998)
 TU1821
 TU1821'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1821'MARK NOT FOUND.
 TU1821
 TU1821                          STATION RECOVERY (2005)
 TU1821
 TU1821'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1519 ***********************************************************************
 TU1519  DESIGNATION -  DUB
 TU1519  PID         -  TU1519
 TU1519  STATE/COUNTY-  HI/HONOLULU
 TU1519  USGS QUAD   -  HALEIWA (1983)
 TU1519
 TU1519                         *CURRENT SURVEY CONTROL
 TU1519  ___________________________________________________________________
 TU1519* NAD 83(1993)-  21 36 23.21526(N)    158 05 25.40599(W)     ADJUSTED  
 TU1519* LOCAL TIDAL -                                                        
 TU1519  ___________________________________________________________________
 TU1519  EPOCH DATE  -        1993.62
 TU1519  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 TU1519  GEOID HEIGHT-          14.56  (meters)                     GEOID03
 TU1519
 TU1519  HORZ ORDER  -  THIRD
 TU1519
 TU1519.The horizontal coordinates were established by classical geodetic methods
 TU1519.and adjusted by the National Geodetic Survey in December 1998..
 TU1519.The horizontal coordinates are valid at the epoch date displayed above.
 TU1519.The epoch date for horizontal control is a decimal equivalence
 TU1519.of Year/Month/Day.
 TU1519
 TU1519
 TU1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1519
 TU1519.The geoid height was determined by GEOID03.
 TU1519
 TU1519;                    North         East     Units Scale Factor Converg.
 TU1519;SPC HI 3     -    48,695.817   490,640.634   MT  0.99999108   -0 01 59.8
 TU1519;UTM  04      - 2,389,542.596   594,150.408   MT  0.99970953   +0 20 05.9
 TU1519
 TU1519                          SUPERSEDED SURVEY CONTROL
 TU1519
 TU1519  NAD 83(1986)-  21 36 23.16662(N)    158 05 25.41756(W) AD(       ) 4
 TU1519  OLD HI      -  21 36 34.57400(N)    158 05 35.33300(W) AD(       ) 3
 TU1519
 TU1519.Superseded values are not recommended for survey control.
 TU1519.NGS no longer adjusts projects to the OLD HI datum.
 TU1519.See file dsdata.txt to determine how the superseded data were derived.
 TU1519
 TU1519_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9415089543(NAD 83)
 TU1519
 TU1519  HISTORY     - Date     Condition        Report By
 TU1519  HISTORY     - 1910     MONUMENTED       CGS
 TU1519  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1519  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1519  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1519
 TU1519                          STATION DESCRIPTION
 TU1519
 TU1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1519'THE NORTHEASTERN AND HIGHER OF TWO STACKS ON THE PUMPING STATION
 TU1519'ON THE E SIDE OF WAIALUA SUGAR PLANTATION.
 TU1519
 TU1519                          STATION RECOVERY (1945)
 TU1519
 TU1519'RECOVERY NOTE BY US ARMY 1945
 TU1519'THE NE AND HIGHER OF TWO STACKS ON THE PUMPING STATION ON THE
 TU1519'E SIDE OF WAIALUA SUGAR PLANTATION.
 TU1519'
 TU1519'NOTE--THE GRID POSITION IN ARMY GRID COORDINATES DOES NOT SHOW
 TU1519'STACK TO BE AT THE WAIALUA SUGAR PLANTATION, BUT NE OF THERE, AT
 TU1519'A PUMPING STATION, AND ONLY ONE STACK IS PRESENT.
 TU1519'
 TU1519'STACK IS A STEEL STACK, PAINTED ALUMINUM, 75 FEET HIGH, AND
 TU1519'5.5 FEET IN DIAMETER.
 TU1519
 TU1519                          STATION RECOVERY (1952)
 TU1519
 TU1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1519'THE STACKS AT THIS PUMPING STATION HAVE BEEN DESTROYED.
 TU1519
 TU1519                          STATION RECOVERY (1964)
 TU1519
 TU1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1519'THE OLD PUMPING STATION BUILDING IS STILL STANDING BUT BOTH
 TU1519'STACKS ARE GONE.  AT THE EAST SIDE OF THE BUILDING THERE IS A
 TU1519'RED BRICK FOUNDATION FOR A STACK.  THE DIAMETER CHECKS VERY
 TU1519'CLOSELY WITH THAT GIVEN FOR THE STACK IN THE DESCRIPTION, HOWEVER
 TU1519'IT WAS NOT DETERMINED WHERE THE OTHER STACK WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1942 ***********************************************************************
 TU1942  DESIGNATION -  DUN
 TU1942  PID         -  TU1942
 TU1942  STATE/COUNTY-  HI/KAUAI
 TU1942  USGS QUAD   -  KAPAA (1996)
 TU1942
 TU1942                         *CURRENT SURVEY CONTROL
 TU1942  ___________________________________________________________________
 TU1942* NAD 83(1993)-  22 01 28.17480(N)    159 20 23.22140(W)     ADJUSTED  
 TU1942* LOCAL TIDAL -                                                        
 TU1942  ___________________________________________________________________
 TU1942  EPOCH DATE  -        1993.62
 TU1942  LAPLACE CORR-         -14.10  (seconds)                    DEFLEC99
 TU1942  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU1942
 TU1942  HORZ ORDER  -  THIRD
 TU1942
 TU1942.The horizontal coordinates were established by classical geodetic methods
 TU1942.and adjusted by the National Geodetic Survey in December 1998..
 TU1942.The horizontal coordinates are valid at the epoch date displayed above.
 TU1942.The epoch date for horizontal control is a decimal equivalence
 TU1942.of Year/Month/Day.
 TU1942
 TU1942
 TU1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1942
 TU1942.The geoid height was determined by GEOID03.
 TU1942
 TU1942;                    North         East     Units Scale Factor Converg.
 TU1942;SPC HI 4     -    21,175.440   516,541.285   MT  0.99999338   +0 03 36.3
 TU1942;UTM  04      - 2,435,576.986   464,933.114   MT  0.99961519   -0 07 38.7
 TU1942
 TU1942                          SUPERSEDED SURVEY CONTROL
 TU1942
 TU1942  NAD 83(1986)-  22 01 28.14936(N)    159 20 23.27462(W) AD(       ) 4
 TU1942  OLD HI      -  22 01 39.48000(N)    159 20 33.34000(W) AD(       ) 3
 TU1942
 TU1942.Superseded values are not recommended for survey control.
 TU1942.NGS no longer adjusts projects to the OLD HI datum.
 TU1942.See file dsdata.txt to determine how the superseded data were derived.
 TU1942
 TU1942_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6493335577(NAD 83)
 TU1942
 TU1942  HISTORY     - Date     Condition        Report By
 TU1942  HISTORY     - 1910     MONUMENTED       CGS
 TU1942  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1942  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU1942
 TU1942                          STATION DESCRIPTION
 TU1942
 TU1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1942'ON EAST COAST OF KAUAI, ABOUT 2-1/2 MILES NORTH OF HANAMAULU
 TU1942'BAY.  STATION CONSISTS OF 6-FOOT POLE NAILED TO FENCE POST ON
 TU1942'SAND DUNE ABOUT 50 METERS BACK FROM AND 15 FEET ABOVE HIGH-WATER
 TU1942'MARK.  IT IS NEAR MAKAI (SEAWARD) END OF FENCE RUNNING EAST
 TU1942'FROM MAIN ROAD, AT A POINT NEAR TWO JAPANESE HOUSES CALLED
 TU1942'KAHALUU.  REFERENCE MARK IS A STAKE PROJECTING 3 INCHES ABOVE
 TU1942'TOP OF DUNE, AND 13.1 FEET NORTHEAST OF STATION.
 TU1942
 TU1942                          STATION RECOVERY (1965)
 TU1942
 TU1942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1942'STATION IS GONE.  THIS AREA IS NOW THE EAST SIDE OF THE GOLF
 TU1942'COURSE, WHICH HAS BEEN LEVELED OFF AND THERE ARE NO MORE SAND
 TU1942'DUNES LEFT.
 TU1942
 TU1942                          STATION RECOVERY (1998)
 TU1942
 TU1942'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0426 ***********************************************************************
 TU0426  DESIGNATION -  E
 TU0426  PID         -  TU0426
 TU0426  STATE/COUNTY-  HI/HONOLULU
 TU0426  USGS QUAD   -  HONOLULU (1983)
 TU0426
 TU0426                         *CURRENT SURVEY CONTROL
 TU0426  ___________________________________________________________________
 TU0426* NAD 83(1986)-  21 17 31.     (N)    157 47 31.     (W)     SCALED    
 TU0426* LOCAL TIDAL -       186.692  (meters)     612.51   (feet)  ADJ UNCH  
 TU0426  ___________________________________________________________________
 TU0426  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0426
 TU0426  VERT ORDER  -  FIRST     CLASS II
 TU0426
 TU0426.The horizontal coordinates were scaled from a topographic map and have
 TU0426.an estimated accuracy of +/- 6 seconds.
 TU0426
 TU0426.The orthometric height was key entered from printed documents
 TU0426.and not key verified.
 TU0426
 TU0426.The geoid height was determined by GEOID03.
 TU0426
 TU0426;                    North         East    Units  Estimated Accuracy
 TU0426;SPC HI 3     -    13,890.      521,590.      MT  (+/- 180 meters Scaled)
 TU0426
 TU0426                          SUPERSEDED SURVEY CONTROL
 TU0426
 TU0426.No superseded survey control is available for this station.
 TU0426
 TU0426_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ253549(NAD 83)
 TU0426_MARKER: DD = SURVEY DISK
 TU0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0426+STABILITY: SURFACE MOTION
 TU0426
 TU0426  HISTORY     - Date     Condition        Report By
 TU0426  HISTORY     - UNK      MONUMENTED
 TU0426  HISTORY     - 1963     GOOD             NGS
 TU0426  HISTORY     - 19990527 MARK NOT FOUND   USPSQD
 TU0426
 TU0426                          STATION DESCRIPTION
 TU0426
 TU0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0426'IN HONOLULU.
 TU0426'4.5 MILES AIRLINE EAST OF THE FEDERAL BUILDING IN HONOLULU, IN THE
 TU0426'WILHELMINA RISE DISTRICT.  AT THE INTERSECTION OF THE CENTER LINES OF
 TU0426'WILHELMINA RISE STREET AND SIERRA DRIVE, 60 YARDS BELOW HILO PLACE AND
 TU0426'AT THE 5TH INTERSECTION OF WILHELMINA RISE STREET AND SIERRA DRIVE,
 TU0426'WHICH IS A WINDING DRIVE THAT CROSSES WILHELMINA RISE SEVERAL TIMES.
 TU0426'THE MARK IS 29 FEET SOUTH-SOUTHWEST OF A STREET SIGN, 24 FEET
 TU0426'SOUTH-SOUTHEAST OF A RECTANGULAR, CONCRETE, WATER-METER BOX, 27.5 FEET
 TU0426'NORTH OF ANOTHER STREET SIGN AND PROJECTING ABOUT 1 INCH FROM THE TOP
 TU0426'OF A 3-INCH-DIAMETER, CONCRETE POST SET BELOW STREET SURFACE. ACCESS
 TU0426'TO THE MARK IS HAD THROUGH A 7-INCH-DIAMETER, CAST-IRON COVER.
 TU0426
 TU0426                          STATION RECOVERY (1999)
 TU0426
 TU0426'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3404 ***********************************************************************
 TU3404  DESIGNATION -  E
 TU3404  PID         -  TU3404
 TU3404  STATE/COUNTY-  HI/MAUI
 TU3404  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3404
 TU3404                         *CURRENT SURVEY CONTROL
 TU3404  ___________________________________________________________________
 TU3404* NAD 83(1993)-  21 05 03.21145(N)    157 01 31.56055(W)     ADJUSTED  
 TU3404* LOCAL TIDAL -                                                        
 TU3404  ___________________________________________________________________
 TU3404  EPOCH DATE  -        1993.62
 TU3404  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 TU3404  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3404
 TU3404  HORZ ORDER  -  THIRD
 TU3404
 TU3404.The horizontal coordinates were established by classical geodetic methods
 TU3404.and adjusted by the National Geodetic Survey in December 1998..
 TU3404.The horizontal coordinates are valid at the epoch date displayed above.
 TU3404.The epoch date for horizontal control is a decimal equivalence
 TU3404.of Year/Month/Day.
 TU3404
 TU3404
 TU3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3404
 TU3404.The geoid height was determined by GEOID03.
 TU3404
 TU3404;                    North         East     Units Scale Factor Converg.
 TU3404;SPC HI 2     -    83,172.937   462,720.896   MT  0.99998383   -0 07 44.6
 TU3404;UTM  04      - 2,332,741.046   705,129.312   MT  1.00012001   +0 42 38.1
 TU3404
 TU3404                          SUPERSEDED SURVEY CONTROL
 TU3404
 TU3404  NAD 83(1986)-  21 05 03.16496(N)    157 01 31.50939(W) AD(       ) 4
 TU3404  OLD HI      -  21 05 14.58200(N)    157 01 41.59400(W) AD(       ) 3
 TU3404
 TU3404.Superseded values are not recommended for survey control.
 TU3404.NGS no longer adjusts projects to the OLD HI datum.
 TU3404.See file dsdata.txt to determine how the superseded data were derived.
 TU3404
 TU3404_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0512932741(NAD 83)
 TU3404
 TU3404  HISTORY     - Date     Condition        Report By
 TU3404  HISTORY     - UNK      MONUMENTED
 TU3404  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3404
 TU3404                          STATION DESCRIPTION
 TU3404
 TU3404'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3404'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3404'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE
 TU3404'BUT NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS
 TU3404'FOUND.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0166 ***********************************************************************
 TU0166  DESIGNATION -  E 1
 TU0166  PID         -  TU0166
 TU0166  STATE/COUNTY-  HI/HAWAII
 TU0166  USGS QUAD   -  KOKOOLAU (1982)
 TU0166
 TU0166                         *CURRENT SURVEY CONTROL
 TU0166  ___________________________________________________________________
 TU0166* NAD 83(1986)-  19 30 59.     (N)    155 31 10.     (W)     SCALED    
 TU0166* LOCAL TIDAL -      3475.042  (meters)   11401.03   (feet)  ADJ UNCH  
 TU0166  ___________________________________________________________________
 TU0166  GEOID HEIGHT-          27.66  (meters)                     GEOID03
 TU0166
 TU0166  VERT ORDER  -  FIRST     CLASS I
 TU0166
 TU0166.The horizontal coordinates were scaled from a topographic map and have
 TU0166.an estimated accuracy of +/- 6 seconds.
 TU0166
 TU0166.The orthometric height was key entered from printed documents
 TU0166.and not key verified.
 TU0166
 TU0166.The geoid height was determined by GEOID03.
 TU0166
 TU0166;                    North         East    Units  Estimated Accuracy
 TU0166;SPC HI 1     -    75,610.      497,960.      MT  (+/- 180 meters Scaled)
 TU0166
 TU0166                          SUPERSEDED SURVEY CONTROL
 TU0166
 TU0166.No superseded survey control is available for this station.
 TU0166
 TU0166_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB355599(NAD 83)
 TU0166_MARKER: DB = BENCH MARK DISK
 TU0166_SETTING: 66 = SET IN ROCK OUTCROP
 TU0166_SP_SET: BEDROCK
 TU0166_STAMPING: E 1 1926
 TU0166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0166+STABILITY: POSITION/ELEVATION WELL
 TU0166
 TU0166  HISTORY     - Date     Condition        Report By
 TU0166  HISTORY     - 1926     MONUMENTED       CGS
 TU0166  HISTORY     - 1975     GOOD             NGS
 TU0166
 TU0166                          STATION DESCRIPTION
 TU0166
 TU0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0166'26.30 MI SW FROM VOLCANO.
 TU0166'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0166'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0166'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0166'CONTINUE 10.75 MILES SOUTHWESTERLY ALONG THE MAUNA LOA TRAIL FROM THE
 TU0166'END OF THE ROAD TO 4 BLACK CAIRNS AND THE MARK ON LEFT.  1/4 MILE WEST
 TU0166'OF DEWWY CONE, ABOUT 50 YARDS WEST OF SOME RED CINDER BANKS, 3 FEET
 TU0166'WEST OF A LARGE CAIRN, 12 FEET SOUTH OF CENTER OF TRAIL, AND IN TOP OF
 TU0166'A LAVA BEDROCK.  THE 8-INCH-LONG FIGURES E1, MADE OF CEMENT ARE ON THE
 TU0166'FLAT BEDROCK 2 FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0439 ***********************************************************************
 TU0439  DESIGNATION -  E 10
 TU0439  PID         -  TU0439
 TU0439  STATE/COUNTY-  HI/HONOLULU
 TU0439  USGS QUAD   -  PEARL HARBOR (1983)
 TU0439
 TU0439                         *CURRENT SURVEY CONTROL
 TU0439  ___________________________________________________________________
 TU0439* NAD 83(1986)-  21 19 51.     (N)    157 54 07.     (W)     SCALED    
 TU0439* LOCAL TIDAL -         2.284  (meters)       7.49   (feet)  ADJ UNCH  
 TU0439  ___________________________________________________________________
 TU0439  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU0439
 TU0439  VERT ORDER  -  SECOND    CLASS 0
 TU0439
 TU0439.This mark is at Honolulu International Airport  (HNL)
 TU0439
 TU0439.The horizontal coordinates were scaled from a topographic map and have
 TU0439.an estimated accuracy of +/- 6 seconds.
 TU0439
 TU0439.The orthometric height was key entered from printed documents
 TU0439.and not key verified.
 TU0439
 TU0439.The geoid height was determined by GEOID03.
 TU0439
 TU0439;                    North         East    Units  Estimated Accuracy
 TU0439;SPC HI 3     -    18,180.      510,170.      MT  (+/- 180 meters Scaled)
 TU0439
 TU0439                          SUPERSEDED SURVEY CONTROL
 TU0439
 TU0439.No superseded survey control is available for this station.
 TU0439
 TU0439_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ138591(NAD 83)
 TU0439_MARKER: DB = BENCH MARK DISK
 TU0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0439_SP_SET: BRIDGE
 TU0439_STAMPING: E 10 1966
 TU0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0439
 TU0439  HISTORY     - Date     Condition        Report By
 TU0439  HISTORY     - 1966     MONUMENTED       CGS
 TU0439  HISTORY     - 1969     GOOD             NGS
 TU0439
 TU0439                          STATION DESCRIPTION
 TU0439
 TU0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0439'3 MI WNW FROM HONOLULU.
 TU0439'0.3 MILE SOUTHERLY ALONG LAGOON DRIVE FROM THE INTERSECTION OF NIMITZ
 TU0439'HIGHWAY AND LAGOON DRIVE.  THE DISK IS SET FLUSH IN THE RAIL IN THE
 TU0439'NORTHWEST CORNER OF A CONCRETE BRIDGE CROSSING A SMALL CANAL AT LAGOON
 TU0439'DRIVE.  THE CANAL IS LOCATED IN THE NORTHEAST CORNER OF THE HONOLULU
 TU0439'INTERNATIONAL AIRPORT.  THE DISK IS 42 FEET WEST OF THE CENTER OF
 TU0439'LAGOON DRIVE AND 2/3 FOOT SOUTH OF THE NORTH END OF THE BRIDGE RAIL.
 TU0439
 TU0439                          STATION RECOVERY (1969)
 TU0439
 TU0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0432 ***********************************************************************
 TU0432  DESIGNATION -  E 11
 TU0432  PID         -  TU0432
 TU0432  STATE/COUNTY-  HI/HONOLULU
 TU0432  USGS QUAD   -  HONOLULU (1983)
 TU0432
 TU0432                         *CURRENT SURVEY CONTROL
 TU0432  ___________________________________________________________________
 TU0432* NAD 83(1986)-  21 16 45.     (N)    157 47 32.     (W)     SCALED    
 TU0432* LOCAL TIDAL -        38.135  (meters)     125.11   (feet)  ADJ UNCH  
 TU0432  ___________________________________________________________________
 TU0432  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0432
 TU0432  VERT ORDER  -  FIRST     CLASS II
 TU0432
 TU0432.The horizontal coordinates were scaled from a topographic map and have
 TU0432.an estimated accuracy of +/- 6 seconds.
 TU0432
 TU0432.The orthometric height was key entered from printed documents
 TU0432.and not key verified.
 TU0432
 TU0432.The geoid height was determined by GEOID03.
 TU0432
 TU0432;                    North         East    Units  Estimated Accuracy
 TU0432;SPC HI 3     -    12,470.      521,560.      MT  (+/- 180 meters Scaled)
 TU0432
 TU0432                          SUPERSEDED SURVEY CONTROL
 TU0432
 TU0432.No superseded survey control is available for this station.
 TU0432
 TU0432_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ252535(NAD 83)
 TU0432_MARKER: DB = BENCH MARK DISK
 TU0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0432_SP_SET: SIDEWALK
 TU0432_STAMPING: E 11 1969
 TU0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0432
 TU0432  HISTORY     - Date     Condition        Report By
 TU0432  HISTORY     - 1969     MONUMENTED       CGS
 TU0432  HISTORY     - 19990422 GOOD             USPSQD
 TU0432
 TU0432                          STATION DESCRIPTION
 TU0432
 TU0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0432'5.1 MI SE FROM HONOLULU.
 TU0432'3.45 MILES SOUTHEAST ALONG KING STREET FROM THE POST OFFICE AT
 TU0432'HONOLULU, THENCE 1.65 MILES EAST-SOUTHEAST ALONG WAIALAE AVENUE, IN
 TU0432'THE TOP OF THE NORTHWEST END OF THE WEST CONCRETE WALK AND ABUTMENT OF
 TU0432'THE AVENUE SEPARATION OVERPASS OVER THE LUNALILO FREEWAY, 4.6 FEET
 TU0432'SOUTHEAST OF THE NORTHWEST END OF THE WALK, 15.0 FEET SOUTHWEST OF THE
 TU0432'CENTER LINE OF THE AVENUE, 25.0 FEET NORTHEAST OF THE SOUTHWEST CORNER
 TU0432'OF THE PEDESTRIAN WALK OVER THE FREEWAY, AND ABOUT FLUSH WITH THE
 TU0432'SIDEWALK.
 TU0432
 TU0432                          STATION RECOVERY (1999)
 TU0432
 TU0432'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0470 ***********************************************************************
 TU0470  DESIGNATION -  E 12
 TU0470  PID         -  TU0470
 TU0470  STATE/COUNTY-  HI/HONOLULU
 TU0470  USGS QUAD   -  HONOLULU (1983)
 TU0470
 TU0470                         *CURRENT SURVEY CONTROL
 TU0470  ___________________________________________________________________
 TU0470* NAD 83(1986)-  21 17 42.     (N)    157 47 59.     (W)     SCALED    
 TU0470* LOCAL TIDAL -        49.015  (meters)     160.81   (feet)  ADJ UNCH  
 TU0470  ___________________________________________________________________
 TU0470  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0470
 TU0470  VERT ORDER  -  FIRST     CLASS II
 TU0470
 TU0470.The horizontal coordinates were scaled from a topographic map and have
 TU0470.an estimated accuracy of +/- 6 seconds.
 TU0470
 TU0470.The orthometric height was key entered from printed documents
 TU0470.and not key verified.
 TU0470
 TU0470.The geoid height was determined by GEOID03.
 TU0470
 TU0470;                    North         East    Units  Estimated Accuracy
 TU0470;SPC HI 3     -    14,220.      520,780.      MT  (+/- 180 meters Scaled)
 TU0470
 TU0470                          SUPERSEDED SURVEY CONTROL
 TU0470
 TU0470.No superseded survey control is available for this station.
 TU0470
 TU0470_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ245552(NAD 83)
 TU0470_MARKER: DB = BENCH MARK DISK
 TU0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0470_SP_SET: STORM DRAIN
 TU0470_STAMPING: E 12 1969
 TU0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0470
 TU0470  HISTORY     - Date     Condition        Report By
 TU0470  HISTORY     - 1969     MONUMENTED       CGS
 TU0470
 TU0470                          STATION DESCRIPTION
 TU0470
 TU0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0470'IN HONOLULU.
 TU0470'4.0 MILES SOUTHEAST ALONG KING STREET AND WAIALAE AVENUE FROM THE POST
 TU0470'OFFICE AT HONOLULU, THENCE 0.8 MILE NORTH ALONG PALOLO AVENUE, AT THE
 TU0470'INTERSECTION OF PAALEAST SOUTHEAST AND KILIHUNE PLACE NORTHWEST, IN
 TU0470'THE TOP ALONG THE SOUTH SIDE OF A STORM DRAIN, 81.3 FEET NORTH OF THE
 TU0470'CENTER LINE OF KILIHUNE PLACE, 22.0 FEET WEST OF THE CENTER LINE OF
 TU0470'PALOLO AVENUE, 18.5 FEET SOUTH OF THE CENTER OF FIRE HYDRANT 1533,
 TU0470'20.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF RESIDENT NO. 1754, 42.1
 TU0470'FEET NORTH OF TELEPHONE POLE 33 BEARING A FIRE ALARM BOX, AND ABOUT
 TU0470'1/2 FOOT HIGHER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0465 ***********************************************************************
 TU0465  DESIGNATION -  E 13
 TU0465  PID         -  TU0465
 TU0465  STATE/COUNTY-  HI/HONOLULU
 TU0465  USGS QUAD   -  HONOLULU (1983)
 TU0465
 TU0465                         *CURRENT SURVEY CONTROL
 TU0465  ___________________________________________________________________
 TU0465* NAD 83(1986)-  21 21 35.     (N)    157 51 10.     (W)     SCALED    
 TU0465* LOCAL TIDAL -       115.366  (meters)     378.50   (feet)  ADJ UNCH  
 TU0465  ___________________________________________________________________
 TU0465  GEOID HEIGHT-          16.01  (meters)                     GEOID03
 TU0465
 TU0465  VERT ORDER  -  FIRST     CLASS II
 TU0465
 TU0465.The horizontal coordinates were scaled from a topographic map and have
 TU0465.an estimated accuracy of +/- 6 seconds.
 TU0465
 TU0465.The orthometric height was key entered from printed documents
 TU0465.and not key verified.
 TU0465
 TU0465.The geoid height was determined by GEOID03.
 TU0465
 TU0465;                    North         East    Units  Estimated Accuracy
 TU0465;SPC HI 3     -    21,380.      515,270.      MT  (+/- 180 meters Scaled)
 TU0465
 TU0465                          SUPERSEDED SURVEY CONTROL
 TU0465
 TU0465.No superseded survey control is available for this station.
 TU0465
 TU0465_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ189623(NAD 83)
 TU0465_MARKER: DB = BENCH MARK DISK
 TU0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0465_SP_SET: BRIDGE
 TU0465_STAMPING: E 13 1969
 TU0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0465
 TU0465  HISTORY     - Date     Condition        Report By
 TU0465  HISTORY     - 1969     MONUMENTED       CGS
 TU0465
 TU0465                          STATION DESCRIPTION
 TU0465
 TU0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0465'4.0 MI NW FROM HONOLULU.
 TU0465'1.85 MILES NORTHWEST ALONG NORTH SCHOOL STREET FROM THE INTERSECTION
 TU0465'OF STATE HIGHWAY 61 AT HONOLULU, THENCE 0.1 MILE NORTHEAST ALONG
 TU0465'LIKELIKE HIGHWAY, THENCE 2.05 MILES NORTHEAST ALONG KALIHI STREET, AT
 TU0465'THE JUNCTION OF KALAEPAA DRIVE, IN THE TOP OF THE NORTHWEST CONRETE
 TU0465'WINGWALL AT THE NORTHEAST END OF A BRIDGE OVER KALIHI STREAM, 24.4
 TU0465'FEET NORTHWEST OF THE CENTER LINE OF THE STREET, 2.1 FEET EAST OF THE
 TU0465'WEST END OF THE RAISED PART OF THE WINGWALL, 15.5 FEET SOUTH OF THE
 TU0465'CENTER LINE OF A PAVED ROAD SOUTHWEST TO A HOUSE, 10.4 FEET
 TU0465'WEST-SOUTHWEST OF A TELEPHONE POLE, 1.8 FEET NORTHWEST OF THE END OF A
 TU0465'METAL HANDRAIL OF THE BRIDGE, AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0621 ***********************************************************************
 TU0621  DESIGNATION -  E 14
 TU0621  PID         -  TU0621
 TU0621  STATE/COUNTY-  HI/HONOLULU
 TU0621  USGS QUAD   -  EWA (1983)
 TU0621
 TU0621                         *CURRENT SURVEY CONTROL
 TU0621  ___________________________________________________________________
 TU0621* NAD 83(1986)-  21 20 40.     (N)    158 06 56.     (W)     SCALED    
 TU0621* LOCAL TIDAL -        29.839  (meters)      97.90   (feet)  ADJ UNCH  
 TU0621  ___________________________________________________________________
 TU0621  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU0621
 TU0621  VERT ORDER  -  FIRST     CLASS II
 TU0621
 TU0621.The horizontal coordinates were scaled from a topographic map and have
 TU0621.an estimated accuracy of +/- 6 seconds.
 TU0621
 TU0621.The orthometric height was key entered from printed documents
 TU0621.and not key verified.
 TU0621
 TU0621.The geoid height was determined by GEOID03.
 TU0621
 TU0621;                    North         East    Units  Estimated Accuracy
 TU0621;SPC HI 3     -    19,690.      488,010.      MT  (+/- 180 meters Scaled)
 TU0621
 TU0621                          SUPERSEDED SURVEY CONTROL
 TU0621
 TU0621.No superseded survey control is available for this station.
 TU0621
 TU0621_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ917605(NAD 83)
 TU0621_MARKER: DB = BENCH MARK DISK
 TU0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0621_SP_SET: CULVERT
 TU0621_STAMPING: E 14 1969
 TU0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0621+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 TU0621
 TU0621  HISTORY     - Date     Condition        Report By
 TU0621  HISTORY     - 1969     MONUMENTED       CGS
 TU0621  HISTORY     - 20041121 GOOD             JCLS
 TU0621
 TU0621                          STATION DESCRIPTION
 TU0621
 TU0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0621'4.15 MI SE FROM NANAKULI.
 TU0621'4.15 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0621'NANAKULI, IN THE TOP OF THE NORTH CONCRETE HEAD WALL OF TWIN 50-FOOT
 TU0621'PIPE CULVERTS, 24.5 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 TU0621'LANES OF THE HIGHWAY, 3.9 FEET EAST OF THE WEST END OF THE HEAD WALL,
 TU0621'41.4 FEET EAST OF A POWER POLE 152, 17.6 FEET WEST OF THE EAST END OF
 TU0621'THE HEAD WALL, 18.6 FEET SOUTH OF A FENCE, ABOUT 75 YARDS WEST OF A
 TU0621'PAVED ROAD SOUTH, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 TU0621
 TU0621                          STATION RECOVERY (2004)
 TU0621
 TU0621'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0593 ***********************************************************************
 TU0593  DESIGNATION -  E 15
 TU0593  PID         -  TU0593
 TU0593  STATE/COUNTY-  HI/HONOLULU
 TU0593  USGS QUAD   -  HALEIWA (1983)
 TU0593
 TU0593                         *CURRENT SURVEY CONTROL
 TU0593  ___________________________________________________________________
 TU0593* NAD 83(1986)-  21 32 36.     (N)    158 05 47.     (W)     SCALED    
 TU0593* LOCAL TIDAL -       169.986  (meters)     557.70   (feet)  ADJ UNCH  
 TU0593  ___________________________________________________________________
 TU0593  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0593
 TU0593  VERT ORDER  -  FIRST     CLASS II
 TU0593
 TU0593.The horizontal coordinates were scaled from a topographic map and have
 TU0593.an estimated accuracy of +/- 6 seconds.
 TU0593
 TU0593.The orthometric height was key entered from printed documents
 TU0593.and not key verified.
 TU0593
 TU0593.The geoid height was determined by GEOID03.
 TU0593
 TU0593;                    North         East    Units  Estimated Accuracy
 TU0593;SPC HI 3     -    41,710.      490,020.      MT  (+/- 180 meters Scaled)
 TU0593
 TU0593                          SUPERSEDED SURVEY CONTROL
 TU0593
 TU0593.No superseded survey control is available for this station.
 TU0593
 TU0593_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ935825(NAD 83)
 TU0593_MARKER: DB = BENCH MARK DISK
 TU0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0593_STAMPING: E 15 1969
 TU0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0593+STABILITY: SURFACE MOTION
 TU0593
 TU0593  HISTORY     - Date     Condition        Report By
 TU0593  HISTORY     - 1969     MONUMENTED       CGS
 TU0593  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0593
 TU0593                          STATION DESCRIPTION
 TU0593
 TU0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0593'3.85 MI SE FROM HALEIWA.
 TU0593'1.95 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0593'HALEIWA, THENCE 1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 99, 21.7 FEET
 TU0593'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43.5 FEET SOUTH OF POWER
 TU0593'POLE 209, 7.4 FEET NORTHWEST OF THE CENTER OF A 50-INCH TREE, 41.4
 TU0593'FEET SOUTHEAST OF 3-INCH IRON HIGHWAY GUARDPOST PROJECTING ABOUT 3
 TU0593'FEET ABOVE THE GROUND, 1.6 FEET SOUTH OF A WITNESS POST, AND SET IN
 TU0593'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 TU0593
 TU0593                          STATION RECOVERY (2006)
 TU0593
 TU0593'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0593'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0380 ***********************************************************************
 TU0380  DESIGNATION -  E 16
 TU0380  PID         -  TU0380
 TU0380  STATE/COUNTY-  HI/HONOLULU
 TU0380  USGS QUAD   -  KANEOHE (1983)
 TU0380
 TU0380                         *CURRENT SURVEY CONTROL
 TU0380  ___________________________________________________________________
 TU0380* NAD 83(1986)-  21 28 11.     (N)    157 50 39.     (W)     SCALED    
 TU0380* LOCAL TIDAL -         1.330  (meters)       4.36   (feet)  ADJ UNCH  
 TU0380  ___________________________________________________________________
 TU0380  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0380
 TU0380  VERT ORDER  -  FIRST     CLASS II
 TU0380
 TU0380.The horizontal coordinates were scaled from a topographic map and have
 TU0380.an estimated accuracy of +/- 6 seconds.
 TU0380
 TU0380.The orthometric height was key entered from printed documents
 TU0380.and not key verified.
 TU0380
 TU0380.The geoid height was determined by GEOID03.
 TU0380
 TU0380;                    North         East    Units  Estimated Accuracy
 TU0380;SPC HI 3     -    33,560.      516,150.      MT  (+/- 180 meters Scaled)
 TU0380
 TU0380                          SUPERSEDED SURVEY CONTROL
 TU0380
 TU0380.No superseded survey control is available for this station.
 TU0380
 TU0380_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ197745(NAD 83)
 TU0380_MARKER: DB = BENCH MARK DISK
 TU0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0380_SP_SET: CULVERT
 TU0380_STAMPING: E 16 1969
 TU0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0380
 TU0380  HISTORY     - Date     Condition        Report By
 TU0380  HISTORY     - 1969     MONUMENTED       CGS
 TU0380
 TU0380                          STATION DESCRIPTION
 TU0380
 TU0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0380'5.65 MI NW FROM KANEOHE.
 TU0380'5.65 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0380'KANOHE, IN THE TOP OF THE NORTH END OF A CONCRETE SEAWALL, 14 FEET
 TU0380'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTHEAST OF THE
 TU0380'SOUTHEAST CORNER OF THE NORTHEAST CONCRETE HEAD WALL OF A CULVERT,
 TU0380'38.4 FEET NORTHWEST OF TELEPHONE POLE 26-4553, 0.8 FOOT SOUTH OF THE
 TU0380'NORTH CORNER OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0044 ***********************************************************************
 TU0044  DESIGNATION -  E 20
 TU0044  PID         -  TU0044
 TU0044  STATE/COUNTY-  HI/HAWAII
 TU0044  USGS QUAD   -  HILO (1995)
 TU0044
 TU0044                         *CURRENT SURVEY CONTROL
 TU0044  ___________________________________________________________________
 TU0044* NAD 83(1986)-  19 39 01.     (N)    155 03 06.     (W)     SCALED    
 TU0044* LOCAL TIDAL -        87.677  (meters)     287.65   (feet)  ADJ UNCH  
 TU0044  ___________________________________________________________________
 TU0044  GEOID HEIGHT-          17.98  (meters)                     GEOID03
 TU0044
 TU0044  VERT ORDER  -  FIRST     CLASS I
 TU0044
 TU0044.The horizontal coordinates were scaled from a topographic map and have
 TU0044.an estimated accuracy of +/- 6 seconds.
 TU0044
 TU0044.The orthometric height was key entered from printed documents
 TU0044.and not key verified.
 TU0044
 TU0044.The geoid height was determined by GEOID03.
 TU0044
 TU0044;                    North         East    Units  Estimated Accuracy
 TU0044;SPC HI 1     -    90,490.      547,020.      MT  (+/- 180 meters Scaled)
 TU0044
 TU0044                          SUPERSEDED SURVEY CONTROL
 TU0044
 TU0044.No superseded survey control is available for this station.
 TU0044
 TU0044_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB848740(NAD 83)
 TU0044_MARKER: DB = BENCH MARK DISK
 TU0044_SETTING: 66 = SET IN ROCK OUTCROP
 TU0044_SP_SET: BEDROCK
 TU0044_STAMPING: E 20 1975
 TU0044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0044+STABILITY: POSITION/ELEVATION WELL
 TU0044
 TU0044  HISTORY     - Date     Condition        Report By
 TU0044  HISTORY     - 1975     MONUMENTED       NGS
 TU0044
 TU0044                          STATION DESCRIPTION
 TU0044
 TU0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0044'6.15 MI SE FROM HILO.
 TU0044'0.15 MILE SOUTHEAST ALONG KINOOLE STREET FROM THE POST OFFICE IN HILO,
 TU0044'THENCE 0.05 MILE NORTHEAST ALONG HAILI STREET, THENCE 4.25 MILES ALONG
 TU0044'KILAUEA AVE., THENCE 1.70 MILES SOUTHEAST ALONG STATE HIGHWAY 11, AT
 TU0044'AND ACROSS HIGHWAY FROM MILE POST 7, IN TOP OF A LAVA BEDROCK, 25.0
 TU0044'FEET NORTHEAST OF CENTERLINE OF ST. HWY. 11, 52.2 FEET NORTHEAST AND
 TU0044'ACROSS HIGHWAY FROM MILE POST 7, AND 3 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0846 ***********************************************************************
 TU0846  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0846  DESIGNATION -  E 22
 TU0846  PID         -  TU0846
 TU0846  STATE/COUNTY-  HI/MAUI
 TU0846  USGS QUAD   -  WAILUKU (1997)
 TU0846
 TU0846                         *CURRENT SURVEY CONTROL
 TU0846  ___________________________________________________________________
 TU0846* NAD 83(1986)-  20 53 42.     (N)    156 28 06.     (W)     SCALED    
 TU0846* LOCAL TIDAL -         2.782  (meters)       9.13   (feet)  ADJUSTED  
 TU0846  ___________________________________________________________________
 TU0846  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU0846
 TU0846  VERT ORDER  -  FIRST     CLASS I
 TU0846
 TU0846.The horizontal coordinates were scaled from a topographic map and have
 TU0846.an estimated accuracy of +/- 6 seconds.
 TU0846
 TU0846.The orthometric height was determined by differential leveling
 TU0846.and adjusted by the National Geodetic Survey in December 2003..
 TU0846.No vertical observational check was made to the station.
 TU0846
 TU0846.This Tidal Bench Mark is designated as VM 59
 TU0846.by the Center for Operational Oceanographic Products and Services.
 TU0846
 TU0846.The geoid height was determined by GEOID03.
 TU0846
 TU0846;                    North         East    Units  Estimated Accuracy
 TU0846;SPC HI 2     -    62,190.      520,640.      MT  (+/- 180 meters Scaled)
 TU0846
 TU0846                          SUPERSEDED SURVEY CONTROL
 TU0846
 TU0846.No superseded survey control is available for this station.
 TU0846
 TU0846_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ633126(NAD 83)
 TU0846_MARKER: DV = VERTICAL CONTROL DISK
 TU0846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0846_SP_SET: PIER
 TU0846_STAMPING: E 22 1979
 TU0846_MARK LOGO: NGS   
 TU0846_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0846
 TU0846  HISTORY     - Date     Condition        Report By
 TU0846  HISTORY     - 1979     MONUMENTED       NGS
 TU0846
 TU0846                          STATION DESCRIPTION
 TU0846
 TU0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0846'IN KAHULUI, AT YOUNG BROTHERS PIER 2, SET IN THE WEST BEND OF THE
 TU0846'T-HEAD PIER, 20 FEET EAST OF THE NATIONAL OCEAN SURVEY TIDE GAGE, AND
 TU0846'0.4 FEET SOUTH OF A CONCRETE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0888 ***********************************************************************
 TU0888  DESIGNATION -  E 23
 TU0888  PID         -  TU0888
 TU0888  STATE/COUNTY-  HI/MAUI
 TU0888  USGS QUAD   -  MAKENA (1995)
 TU0888
 TU0888                         *CURRENT SURVEY CONTROL
 TU0888  ___________________________________________________________________
 TU0888* NAD 83(1986)-  20 39 20.     (N)    156 25 01.     (W)     SCALED    
 TU0888* LOCAL TIDAL -       279.845  (meters)     918.12   (feet)  ADJUSTED  
 TU0888  ___________________________________________________________________
 TU0888  GEOID HEIGHT-          16.78  (meters)                     GEOID03
 TU0888
 TU0888  VERT ORDER  -  FIRST     CLASS I
 TU0888
 TU0888.The horizontal coordinates were scaled from a topographic map and have
 TU0888.an estimated accuracy of +/- 6 seconds.
 TU0888
 TU0888.The orthometric height was determined by differential leveling
 TU0888.and adjusted by the National Geodetic Survey in December 2003..
 TU0888
 TU0888.The geoid height was determined by GEOID03.
 TU0888
 TU0888;                    North         East    Units  Estimated Accuracy
 TU0888;SPC HI 2     -    35,690.      526,020.      MT  (+/- 180 meters Scaled)
 TU0888
 TU0888                          SUPERSEDED SURVEY CONTROL
 TU0888
 TU0888.No superseded survey control is available for this station.
 TU0888
 TU0888_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH691861(NAD 83)
 TU0888_MARKER: DV = VERTICAL CONTROL DISK
 TU0888_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TU0888_SP_SET: RETAINING WALL ON LAVA FLOW
 TU0888_STAMPING: E 23 1979
 TU0888_MARK LOGO: NGS   
 TU0888_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0888
 TU0888  HISTORY     - Date     Condition        Report By
 TU0888  HISTORY     - 1979     MONUMENTED       NGS
 TU0888
 TU0888                          STATION DESCRIPTION
 TU0888
 TU0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0888'2.8 MILES EAST ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF KIHEI ROAD
 TU0888'IN MAKENA, SET IN TOP OF THE CENTER OF A LARGE RETAINING WALL, 12 FEET
 TU0888'WEST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0918 ***********************************************************************
 TU0918  DESIGNATION -  E 24
 TU0918  PID         -  TU0918
 TU0918  STATE/COUNTY-  HI/MAUI
 TU0918  USGS QUAD   -  PAIA (1997)
 TU0918
 TU0918                         *CURRENT SURVEY CONTROL
 TU0918  ___________________________________________________________________
 TU0918* NAD 83(1986)-  20 52 21.     (N)    156 23 28.     (W)     SCALED    
 TU0918* LOCAL TIDAL -       103.688  (meters)     340.18   (feet)  ADJUSTED  
 TU0918  ___________________________________________________________________
 TU0918  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU0918
 TU0918  VERT ORDER  -  FIRST     CLASS I
 TU0918
 TU0918.The horizontal coordinates were scaled from a topographic map and have
 TU0918.an estimated accuracy of +/- 6 seconds.
 TU0918
 TU0918.The orthometric height was determined by differential leveling
 TU0918.and adjusted by the National Geodetic Survey in December 2003..
 TU0918
 TU0918.The geoid height was determined by GEOID03.
 TU0918
 TU0918;                    North         East    Units  Estimated Accuracy
 TU0918;SPC HI 2     -    59,720.      528,670.      MT  (+/- 180 meters Scaled)
 TU0918
 TU0918                          SUPERSEDED SURVEY CONTROL
 TU0918
 TU0918.No superseded survey control is available for this station.
 TU0918
 TU0918_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ714102(NAD 83)
 TU0918_MARKER: DV = VERTICAL CONTROL DISK
 TU0918_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0918_SP_SET: ABUTMENT ON LAVA FLOW
 TU0918_STAMPING: E 24 1979
 TU0918_MARK LOGO: NGS   
 TU0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0918
 TU0918  HISTORY     - Date     Condition        Report By
 TU0918  HISTORY     - 1979     MONUMENTED       NGS
 TU0918
 TU0918                          STATION DESCRIPTION
 TU0918
 TU0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0918'3.9 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 TU0918'HIGHWAY 400 IN PUKALANI, SET IN TOP AND 1 FOOT NORTH OF THE SOUTH END
 TU0918'OF THE EAST HEADWALL OF THE HIGHWAY BRIDGE OVER PUMP DITCH, 27 FEET
 TU0918'EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0017 ***********************************************************************
 TU0017  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0017  DESIGNATION -  E 2=TIDAL BM
 TU0017  PID         -  TU0017
 TU0017  STATE/COUNTY-  HI/HAWAII
 TU0017  USGS QUAD   -  HILO (1995)
 TU0017
 TU0017                         *CURRENT SURVEY CONTROL
 TU0017  ___________________________________________________________________
 TU0017* NAD 83(1986)-  19 43 47.     (N)    155 03 16.     (W)     SCALED    
 TU0017* LOCAL TIDAL -         2.329  (meters)       7.64   (feet)  ADJ UNCH  
 TU0017  ___________________________________________________________________
 TU0017  GEOID HEIGHT-          17.57  (meters)                     GEOID03
 TU0017
 TU0017  VERT ORDER  -  FIRST     CLASS I
 TU0017
 TU0017.The horizontal coordinates were scaled from a topographic map and have
 TU0017.an estimated accuracy of +/- 6 seconds.
 TU0017
 TU0017.The orthometric height was key entered from printed documents
 TU0017.and not key verified.
 TU0017
 TU0017.This Tidal Bench Mark is designated as VM 1665
 TU0017.by the Center for Operational Oceanographic Products and Services.
 TU0017
 TU0017.The geoid height was determined by GEOID03.
 TU0017
 TU0017;                    North         East    Units  Estimated Accuracy
 TU0017;SPC HI 1     -    99,280.      546,700.      MT  (+/- 180 meters Scaled)
 TU0017
 TU0017                          SUPERSEDED SURVEY CONTROL
 TU0017
 TU0017.No superseded survey control is available for this station.
 TU0017
 TU0017_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB846828(NAD 83)
 TU0017_MARKER: DB = BENCH MARK DISK
 TU0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0017_STAMPING: E 2 1926
 TU0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0017
 TU0017  HISTORY     - Date     Condition        Report By
 TU0017  HISTORY     - 1926     MONUMENTED       CGS
 TU0017  HISTORY     - 1975     GOOD             NGS
 TU0017
 TU0017                          STATION DESCRIPTION
 TU0017
 TU0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0017'0.85 MI NE FROM HILO.
 TU0017'0.7 MILE NORTHEAST ALONG KALANIANAOLE AVE. FROM THE INTERSECTIONS OF
 TU0017'STATE HIGHWAYS 11 AND 19, THENCE 0.01 MILE NORTH ALONG KUHIO ST. TO
 TU0017'THE ENTRANCE TO PORT OF HILO, THENCE ABOUT 0.05 MILE NEAR THE SW
 TU0017'CORNER OF PIER 1 BUILDING, 41.0 FEET WEST OF SOUTHWEST CORNER OF
 TU0017'BUILDING, 12.3 FEET NORTH OF NORTH END OF A CONCRETE CURBING, 2.7 FEET
 TU0017'WEST OF A BALLARD, 1.3 FEET EAST OF WEST EDGE OF PIER, SET IN THE
 TU0017'CONCRETE FLOOR 2 INCHES BELOW LEVEL OF ASPHALT, COVERED BY A 9-INCH
 TU0017'SQUARE METAL PLATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0545 ***********************************************************************
 TU0545  DESIGNATION -  E 3
 TU0545  PID         -  TU0545
 TU0545  STATE/COUNTY-  HI/HONOLULU
 TU0545  USGS QUAD   -  KAENA (1983)
 TU0545
 TU0545                         *CURRENT SURVEY CONTROL
 TU0545  ___________________________________________________________________
 TU0545* NAD 83(1986)-  21 34 44.     (N)    158 09 50.     (W)     SCALED    
 TU0545* LOCAL TIDAL -         3.066  (meters)      10.06   (feet)  ADJ UNCH  
 TU0545  ___________________________________________________________________
 TU0545  GEOID HEIGHT-          14.81  (meters)                     GEOID03
 TU0545
 TU0545  VERT ORDER  -  FIRST     CLASS II
 TU0545
 TU0545.The horizontal coordinates were scaled from a topographic map and have
 TU0545.an estimated accuracy of +/- 6 seconds.
 TU0545
 TU0545.The orthometric height was key entered from printed documents
 TU0545.and not key verified.
 TU0545
 TU0545.The geoid height was determined by GEOID03.
 TU0545
 TU0545;                    North         East    Units  Estimated Accuracy
 TU0545;SPC HI 3     -    45,650.      483,030.      MT  (+/- 180 meters Scaled)
 TU0545
 TU0545                          SUPERSEDED SURVEY CONTROL
 TU0545
 TU0545.No superseded survey control is available for this station.
 TU0545
 TU0545_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ865864(NAD 83)
 TU0545_MARKER: DJ = TIDAL STATION DISK
 TU0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0545_STAMPING: E 3 1927
 TU0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0545+STABILITY: SURFACE MOTION
 TU0545
 TU0545  HISTORY     - Date     Condition        Report By
 TU0545  HISTORY     - 1927     MONUMENTED       CGS
 TU0545  HISTORY     - 1969     GOOD             NGS
 TU0545  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0545
 TU0545                          STATION DESCRIPTION
 TU0545
 TU0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0545'3.5 MI W FROM WAIALUA.
 TU0545'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0545'THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 99, ABOUT 250 YARDS NORTH
 TU0545'ALONG A TRACK ROAD FROM THE HIGHWAY, ALONG AN ABANDONED RAILROAD BED,
 TU0545'21 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 47 FEET
 TU0545'NORTH-NORTHEAST OF A FENCE CORNER WHICH IS ALONG THE EAST SIDE OF THE
 TU0545'NORTH-SOUTH TRACK ROAD, 51 FEET WEST OF A TRIANGLE BLAZE ON A PINE
 TU0545'TREE, 52 1/2 FEET EAST OF A TRIANGLE BLAZE ON A PINE TREE, 6 FEET
 TU0545'SOUTH OF A POINT IN LINE WITH A ROW OF TREES, IN LINE WITH THE CENTER
 TU0545'LINE OF AN ASPHALT ROAD SOUTH TO MOKULEIN RANCH, IN A GRASSY AREA, AND
 TU0545'SET IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.  NOTE-- THE
 TU0545'CONCRETE POST HAS BEEN HIT BY SOME HEAVY OBJECT AND IS CHIPPED. THE
 TU0545'DISK IS LEANING SLIGHTLY.
 TU0545
 TU0545                          STATION RECOVERY (2006)
 TU0545
 TU0545'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0545'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0386 ***********************************************************************
 TU0386  DESIGNATION -  E 5 RESET 1953
 TU0386  PID         -  TU0386
 TU0386  STATE/COUNTY-  HI/HONOLULU
 TU0386  USGS QUAD   -  HONOLULU (1983)
 TU0386
 TU0386                         *CURRENT SURVEY CONTROL
 TU0386  ___________________________________________________________________
 TU0386* NAD 83(1986)-  21 19 10.     (N)    157 50 55.     (W)     SCALED    
 TU0386* LOCAL TIDAL -        29.318  (meters)      96.19   (feet)  ADJ UNCH  
 TU0386  ___________________________________________________________________
 TU0386  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU0386
 TU0386  VERT ORDER  -  FIRST     CLASS II
 TU0386
 TU0386.The horizontal coordinates were scaled from a topographic map and have
 TU0386.an estimated accuracy of +/- 6 seconds.
 TU0386
 TU0386.The orthometric height was key entered from printed documents
 TU0386.and not key verified.
 TU0386
 TU0386.The geoid height was determined by GEOID03.
 TU0386
 TU0386;                    North         East    Units  Estimated Accuracy
 TU0386;SPC HI 3     -    16,920.      515,710.      MT  (+/- 180 meters Scaled)
 TU0386
 TU0386                          SUPERSEDED SURVEY CONTROL
 TU0386
 TU0386.No superseded survey control is available for this station.
 TU0386
 TU0386_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ194579(NAD 83)
 TU0386_MARKER: DB = BENCH MARK DISK
 TU0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0386_SP_SET: CATCH BASIN
 TU0386_STAMPING: E 5 1928 RESET 1953
 TU0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0386
 TU0386  HISTORY     - Date     Condition        Report By
 TU0386  HISTORY     - 1953     MONUMENTED       CGS
 TU0386  HISTORY     - 1969     GOOD             NGS
 TU0386  HISTORY     - 19990523 GOOD             USPSQD
 TU0386
 TU0386                          STATION DESCRIPTION
 TU0386
 TU0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0386'IN HONOLULU.
 TU0386'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0386'SOUTH BERETANIA STREET AT HONOLULU, THENCE 0.2 MILE NORTHEAST ALONG
 TU0386'PACIFIC HEIGHTS ROAD, ABOUT 60 YARDS SOUTHEAST OF THE INTERSECTION OF
 TU0386'PAUOA ROAD, IN THE SOUTHWEST CORNER OF A CONCRETE CATCH BASIN, 5.8
 TU0386'FEET NORTH-NORTHEAST OF THE FIRST STEP OF HOUSE NO. 2017, 7.8 FEET
 TU0386'EAST-SOUTHEAST OF THE EDGE OF A DRIVEWAY, 2.7 FEET WEST-SOUTHWEST OF
 TU0386'THE CENTER OF A 2-FOOT MANHOLE COVER, AND ABOUT 1/2 FOOT HIGHER THAN
 TU0386'THE ROAD.
 TU0386
 TU0386                          STATION RECOVERY (1999)
 TU0386
 TU0386'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0209 ***********************************************************************
 TU0209  DESIGNATION -  E 6
 TU0209  PID         -  TU0209
 TU0209  STATE/COUNTY-  HI/MAUI
 TU0209  USGS QUAD   -  PAIA (1997)
 TU0209
 TU0209                         *CURRENT SURVEY CONTROL
 TU0209  ___________________________________________________________________
 TU0209* NAD 83(1986)-  20 52 03.     (N)    156 22 50.     (W)     SCALED    
 TU0209* LOCAL TIDAL -       145.283  (meters)     476.65   (feet)  ADJ UNCH  
 TU0209  ___________________________________________________________________
 TU0209  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU0209
 TU0209  VERT ORDER  -  FIRST     CLASS II
 TU0209
 TU0209.The horizontal coordinates were scaled from a topographic map and have
 TU0209.an estimated accuracy of +/- 6 seconds.
 TU0209
 TU0209.The orthometric height was key entered from printed documents
 TU0209.and not key verified.
 TU0209
 TU0209.The geoid height was determined by GEOID03.
 TU0209
 TU0209;                    North         East    Units  Estimated Accuracy
 TU0209;SPC HI 2     -    59,160.      529,770.      MT  (+/- 180 meters Scaled)
 TU0209
 TU0209                          SUPERSEDED SURVEY CONTROL
 TU0209
 TU0209.No superseded survey control is available for this station.
 TU0209
 TU0209_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ725097(NAD 83)
 TU0209_MARKER: DB = BENCH MARK DISK
 TU0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0209_STAMPING: E 6 1950
 TU0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0209+STABILITY: SURFACE MOTION
 TU0209
 TU0209  HISTORY     - Date     Condition        Report By
 TU0209  HISTORY     - 1950     MONUMENTED       CGS
 TU0209  HISTORY     - 1968     GOOD             CGS
 TU0209  HISTORY     - 1979     MARK NOT FOUND   NGS
 TU0209  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0209
 TU0209                          STATION DESCRIPTION
 TU0209
 TU0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0209'6 MI E FROM KAHULUI.
 TU0209'FROM THE INTERSECTION OF STATE HIGHWAYS 32 AND 35 IN KAHULUI, GO EAST
 TU0209'ON STATE HIGHWAYS 32 AND 36 FOR 3.3 MILES, THENCE TURN RIGHT ON STATE
 TU0209'HIGHWAY 37 AND GO 3.45 MILES TO THE LOWRIE DITCH.  IN NORTHWEST ANGLE
 TU0209'OF INTERSECTION OF HIGHWAY AND CANAL, 36.0 FEET NORTH-NORTHEAST OF
 TU0209'CENTER LINE OF HIGHWAY, 27 FEET SOUTHEAST OF CENTER LINE OF CANAL
 TU0209'ROAD, 11.2 FEET EAST-SOUTHEAST OF A SIGN HC AND S 501, 6 FEET
 TU0209'NORTHWEST OF A CONCRETE BOX (SECTION OF OLD CANAL), 19 FEET
 TU0209'NORTH-NORTHEAST OF WEST END OF BRIDGE RAIL, 7 FEET WEST OF EDGE OF
 TU0209'CURVED CANAL EDGE, 52.6 FEET NORTH-NORTHWEST, ACROSS HIGHWAY, FROM
 TU0209'BENCH MARK D 6 1950, AND SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU0209'MONUMENT PROJECTING 2 INCHES FROM GROUND AND PAINTED YELLOW.  THE MARK
 TU0209'IS 1 FOOT SOUTHEAST OF A WHITE WITNESS POST.
 TU0209
 TU0209                          STATION RECOVERY (1979)
 TU0209
 TU0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0209'NOT RECOVERED ON THIS DATE.  MARK WAS PROBABLY DESTROYED BY
 TU0209'CONSTRUCTION OF NEW HIGHWAY, SEARCH OF THE AREA REVEALED NO EVIDENCE
 TU0209'OF THIS MARK.
 TU0209
 TU0209                          STATION RECOVERY (1981)
 TU0209
 TU0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2932 ***********************************************************************
 TU2932  DESIGNATION -  E USE
 TU2932  PID         -  TU2932
 TU2932  STATE/COUNTY-  HI/MAUI
 TU2932  USGS QUAD   -  PUU O KALI (1992)
 TU2932
 TU2932                         *CURRENT SURVEY CONTROL
 TU2932  ___________________________________________________________________
 TU2932* NAD 83(1993)-  20 43 38.09843(N)    156 27 00.88518(W)     ADJUSTED  
 TU2932* LOCAL TIDAL -        50.     (meters)     164.     (feet)  VERT ANG  
 TU2932  ___________________________________________________________________
 TU2932  EPOCH DATE  -        1993.62
 TU2932  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 TU2932  GEOID HEIGHT-          16.63  (meters)                     GEOID03
 TU2932
 TU2932  HORZ ORDER  -  THIRD
 TU2932
 TU2932.The horizontal coordinates were established by classical geodetic methods
 TU2932.and adjusted by the National Geodetic Survey in December 1998..
 TU2932.The horizontal coordinates are valid at the epoch date displayed above.
 TU2932.The epoch date for horizontal control is a decimal equivalence
 TU2932.of Year/Month/Day.
 TU2932
 TU2932.The orthometric height was determined by vertical angle observations.
 TU2932.No vertical observational check was made to the station.
 TU2932
 TU2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2932
 TU2932.The geoid height was determined by GEOID03.
 TU2932
 TU2932;                    North         East     Units Scale Factor Converg.
 TU2932;SPC HI 2     -    43,624.467   522,541.268   MT  0.99997294   +0 04 35.7
 TU2932;UTM  04      - 2,294,054.150   765,537.470   MT  1.00047148   +0 54 10.6
 TU2932
 TU2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2932!SPC HI 2     -   0.99998953  x   0.99997294  =   0.99996247
 TU2932!UTM  04      -   0.99998953  x   1.00047148  =   1.00046100
 TU2932
 TU2932:                Primary Azimuth Mark                     Grid Az
 TU2932:SPC HI 2     -  MAUI RADIO RANGE TOWER                   177 02 28.7
 TU2932:UTM  04      -  MAUI RADIO RANGE TOWER                   176 12 53.8
 TU2932
 TU2932|---------------------------------------------------------------------|
 TU2932| PID    Reference Object                     Distance      Geod. Az  |
 TU2932|                                                           dddmmss.s |
 TU2932| TU2924 MAUI RADIO RANGE TOWER              APPROX.10.6 KM 1770704.4 |
 TU2932|---------------------------------------------------------------------|
 TU2932
 TU2932                          SUPERSEDED SURVEY CONTROL
 TU2932
 TU2932  NAD 83(1986)-  20 43 38.06677(N)    156 27 00.87468(W) AD(       ) 3
 TU2932  OLD HI      -  20 43 49.57000(N)    156 27 11.02300(W) AD(       ) 3
 TU2932
 TU2932.Superseded values are not recommended for survey control.
 TU2932.NGS no longer adjusts projects to the OLD HI datum.
 TU2932.See file dsdata.txt to determine how the superseded data were derived.
 TU2932
 TU2932_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6553794054(NAD 83)
 TU2932
 TU2932  HISTORY     - Date     Condition        Report By
 TU2932  HISTORY     - UNK      MONUMENTED
 TU2932  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2932
 TU2932                          STATION DESCRIPTION
 TU2932
 TU2932'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2932'A SEARCH WAS MADE BY SETTING ON THE OLD ANGLES WITH A THEODOLITE
 TU2932'BUT NO MARK WAS FOUND.  STATION WAS NOT PREVIOUSLY DESCRIBED
 TU2932'AND IS BELIEVED TO HAVE BEEN ONLY MARKED WITH A HYDRO SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1979 ***********************************************************************
 TU1979  DESIGNATION -  EAST 1927
 TU1979  PID         -  TU1979
 TU1979  STATE/COUNTY-  HI/KAUAI
 TU1979  USGS QUAD   -  HANALEI (1996)
 TU1979
 TU1979                         *CURRENT SURVEY CONTROL
 TU1979  ___________________________________________________________________
 TU1979* NAD 83(1993)-  22 13 00.21666(N)    159 31 58.99881(W)     ADJUSTED  
 TU1979* LOCAL TIDAL -        36.0    (meters)     118.     (feet)  VERT ANG  
 TU1979  ___________________________________________________________________
 TU1979  EPOCH DATE  -        1993.62
 TU1979  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 TU1979  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1979
 TU1979  HORZ ORDER  -  THIRD
 TU1979
 TU1979.The horizontal coordinates were established by classical geodetic methods
 TU1979.and adjusted by the National Geodetic Survey in December 1998..
 TU1979.The horizontal coordinates are valid at the epoch date displayed above.
 TU1979.The epoch date for horizontal control is a decimal equivalence
 TU1979.of Year/Month/Day.
 TU1979
 TU1979.The orthometric height was determined by vertical angle observations.
 TU1979
 TU1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1979
 TU1979.The geoid height was determined by GEOID03.
 TU1979
 TU1979;                    North         East     Units Scale Factor Converg.
 TU1979;SPC HI 4     -    42,453.347   496,591.891   MT  0.99999014   -0 00 45.0
 TU1979;UTM  04      - 2,456,912.533   445,061.017   MT  0.99963729   -0 12 05.6
 TU1979
 TU1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1979!SPC HI 4     -   0.99999188  x   0.99999014  =   0.99998202
 TU1979!UTM  04      -   0.99999188  x   0.99963729  =   0.99962917
 TU1979
 TU1979                          SUPERSEDED SURVEY CONTROL
 TU1979
 TU1979  NAD 83(1986)-  22 13 00.17278(N)    159 31 59.04666(W) AD(       ) 3
 TU1979  OLD HI      -  22 13 11.52000(N)    159 32 09.13000(W) AD(       ) 3
 TU1979
 TU1979.Superseded values are not recommended for survey control.
 TU1979.NGS no longer adjusts projects to the OLD HI datum.
 TU1979.See file dsdata.txt to determine how the superseded data were derived.
 TU1979
 TU1979_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4506156913(NAD 83)
 TU1979_MARKER: Z = SEE DESCRIPTION
 TU1979_SETTING: 0 = UNSPECIFIED SETTING
 TU1979
 TU1979  HISTORY     - Date     Condition        Report By
 TU1979  HISTORY     - 1927     MONUMENTED       CGS
 TU1979  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1979
 TU1979                          STATION DESCRIPTION
 TU1979
 TU1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1979'ON THE NORTH COAST OF KAUAI, ON EAST SIDE OF WAINIHA BAY, BETWEEN
 TU1979'THE BAY AND LUMAHAI RIVER, ON LAE O KOLOKOLO, ON A RED BLUFF
 TU1979'ABOUT 100 FEET ABOVE HIGH WATER.  APPROACHED FROM THE GOVERNMENT
 TU1979'HIGHWAY ON THE WEST SIDE OF THE RIVER.  MARKED BY A STANDARD DIK
 TU1979'STATION MARK CEMENTED IN A 1 1/2-INCH GAS PIPE WHICH PROJECTS
 TU1979'ABOUT 1 FOOT ABOVE SURFACE OF GROUND.  REFERENCE MARK NO. 1,
 TU1979'STANDARD REFERENCE DISK IN CONCRETE BLOCK, NOTE 11A, IS 6.145
 TU1979'METERS (20.16 FEET) FROM THE STATION IN AZIMUTH 323 DEG 24
 TU1979'MIN.  REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A
 TU1979'1 1/2-INCH GAS PIPE DRIVEN FLUSH WITH GROUND.  IT IS 6.495
 TU1979'METERS (21.31 FEET) FROM STATION, IN AZIMUTH 241 DEG 51 MIN.
 TU1979
 TU1979                          STATION RECOVERY (1965)
 TU1979
 TU1979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1979'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER IT IS SET
 TU1979'IN A CONCRETE CYLINDER INSTEAD OF AS PREVIOUSLY DESCRIBED.  BOTH
 TU1979'REFERENCE MARKS HAVE BEEN DESTROYED.  SOME PIECES OF ROCK AND
 TU1979'CONCRETE WERE FOUND AT THE LOCATION OF R.M. NO. 1, WITH THE PRINT
 TU1979'OF THE DISK IN ONE PIECE OF CONCRETE.  NO TRACE WAS FOUND OF
 TU1979'R.M. NO. 2.  THE ENTIRE RIDGE IS NOW COVERED WITH A DENSE GROWTH
 TU1979'OF LARGE IRONWOODS.  NO ADDITIONAL REFERENCE MARKS WERE SET.  A
 TU1979'COMPLETE DESCRIPTION FOLLOWS--
 TU1979'
 TU1979'STATION IS LOCATED ABOUT 2-1/2 MILES WEST-NORTHWEST OF HANALEI
 TU1979'VILAGE ON KOLOKOLO POINT, AT WEST SDE OF THE MOUTH OF THE LUMAHAI
 TU1979'RIVER AND AT EAST SIDE OF WAINIHA BAY.
 TU1979'
 TU1979'TO REACH STATION FROM THE POST OFFICE IN HANALEI, GO WEST ON
 TU1979'STATE HIGHWAY 56 FOR 3.4 MILES TO BRIDGE AT THE LUMAHAI RIVER,
 TU1979'AND END OF TRUCK TRAVEL.  WALK NORTHEAST ON TRAIL ALONG BASE OF
 TU1979'RIDGE, BEGINNING AT WEST END OF BRIDGE, FOR ABOUT 50 YARDS,
 TU1979'THEN CLIMB UP STEEP SLOPE TO TOP OF RIDGE AND STATION.  A 10-
 TU1979'MINUTE PACK.
 TU1979'
 TU1979'STATION MARK IS A STANDARD DISK STAMPED EAST 1927, SET IN THE
 TU1979'TOP OF A 10-INCH-DIAMETER CONCRETE CYLINDER PROJECTING 6 INCHES
 TU1979'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1783 ***********************************************************************
 TU1783  DESIGNATION -  EAST GABLE
 TU1783  PID         -  TU1783
 TU1783  STATE/COUNTY-  HI/KAUAI
 TU1783  USGS QUAD   -  KOLOA (1996)
 TU1783
 TU1783                         *CURRENT SURVEY CONTROL
 TU1783  ___________________________________________________________________
 TU1783* NAD 83(1993)-  21 52 44.61213(N)    159 28 04.81474(W)     ADJUSTED  
 TU1783* LOCAL TIDAL -                                                        
 TU1783  ___________________________________________________________________
 TU1783  EPOCH DATE  -        1993.62
 TU1783  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 TU1783  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU1783
 TU1783  HORZ ORDER  -  THIRD
 TU1783
 TU1783.The horizontal coordinates were established by classical geodetic methods
 TU1783.and adjusted by the National Geodetic Survey in December 1998..
 TU1783.The horizontal coordinates are valid at the epoch date displayed above.
 TU1783.The epoch date for horizontal control is a decimal equivalence
 TU1783.of Year/Month/Day.
 TU1783
 TU1783
 TU1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1783
 TU1783.The geoid height was determined by GEOID03.
 TU1783
 TU1783;                    North         East     Units Scale Factor Converg.
 TU1783;SPC HI 4     -     5,063.412   503,306.727   MT  0.99999014   +0 00 42.9
 TU1783;UTM  04      - 2,419,514.160   451,650.978   MT  0.99962888   -0 10 27.9
 TU1783
 TU1783                          SUPERSEDED SURVEY CONTROL
 TU1783
 TU1783  NAD 83(1986)-  21 52 44.59688(N)    159 28 04.84768(W) AD(       ) 4
 TU1783  OLD HI      -  21 52 55.88300(N)    159 28 14.90000(W) AD(       ) 3
 TU1783
 TU1783.Superseded values are not recommended for survey control.
 TU1783.NGS no longer adjusts projects to the OLD HI datum.
 TU1783.See file dsdata.txt to determine how the superseded data were derived.
 TU1783
 TU1783_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5165119514(NAD 83)
 TU1783
 TU1783  HISTORY     - Date     Condition        Report By
 TU1783  HISTORY     - UNK      MONUMENTED
 TU1783  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1783  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1783  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1783  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1783
 TU1783                          STATION DESCRIPTION
 TU1783
 TU1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1783'ON SOUTH COAST OF KAUAI.  EAST GABLE OF WAREHOUSE, ON TOP OF
 TU1783'LOW BLUFF EAST OF KOLOA LANDING.  IN 1926 ONLY THE FOUNDATION
 TU1783'STONES OF THE OLD BUILDING REMAINED.
 TU1783
 TU1783                          STATION RECOVERY (1965)
 TU1783
 TU1783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1783'STATION IS GONE.  THE WAREHOUSE WAS REMOVED LONG AGO AND THE
 TU1783'AREA IS OVERGROWN WITH BRUSH.
 TU1783
 TU1783                          STATION RECOVERY (1998)
 TU1783
 TU1783'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1783'MARK NOT FOUND.
 TU1783
 TU1783                          STATION RECOVERY (2005)
 TU1783
 TU1783'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2938 ***********************************************************************
 TU2938  DESIGNATION -  EAST POINT 1962
 TU2938  PID         -  TU2938
 TU2938  STATE/COUNTY-  HI/MAUI
 TU2938  USGS QUAD   -  
 TU2938
 TU2938                         *CURRENT SURVEY CONTROL
 TU2938  ___________________________________________________________________
 TU2938* NAD 83(1993)-  20 38 00.60880(N)    156 29 37.31107(W)     ADJUSTED  
 TU2938* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU2938  ___________________________________________________________________
 TU2938  EPOCH DATE  -        1993.62
 TU2938  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 TU2938  GEOID HEIGHT-          16.32  (meters)                     GEOID03
 TU2938
 TU2938  HORZ ORDER  -  THIRD
 TU2938
 TU2938.The horizontal coordinates were established by classical geodetic methods
 TU2938.and adjusted by the National Geodetic Survey in December 1998..
 TU2938.The horizontal coordinates are valid at the epoch date displayed above.
 TU2938.The epoch date for horizontal control is a decimal equivalence
 TU2938.of Year/Month/Day.
 TU2938
 TU2938.The orthometric height was scaled from a topographic map.
 TU2938
 TU2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2938
 TU2938.The geoid height was determined by GEOID03.
 TU2938
 TU2938;                    North         East     Units Scale Factor Converg.
 TU2938;SPC HI 2     -    33,240.318   518,026.624   MT  0.99997068   +0 03 39.4
 TU2938;UTM  04      - 2,283,601.037   761,170.608   MT  1.00044306   +0 53 01.3
 TU2938
 TU2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2938!SPC HI 2     -   0.99999618  x   0.99997068  =   0.99996686
 TU2938!UTM  04      -   0.99999618  x   1.00044306  =   1.00043924
 TU2938
 TU2938:                Primary Azimuth Mark                     Grid Az
 TU2938:SPC HI 2     -  PUU OLAI 1879                            086 02 13.8
 TU2938:UTM  04      -  PUU OLAI 1879                            085 12 51.9
 TU2938
 TU2938|---------------------------------------------------------------------|
 TU2938| PID    Reference Object                     Distance      Geod. Az  |
 TU2938|                                                           dddmmss.s |
 TU2938| TU2931 PUU OLAI 1879                       APPROX. 4.7 KM 0860553.2 |
 TU2938| TU3130 MOLOKINI LIGHTHOUSE 1950            APPROX. 0.5 KM 2305005.6 |
 TU2938| TU3129 WEST POINT 1962                     APPROX. 0.5 KM 2601755.6 |
 TU2938|---------------------------------------------------------------------|
 TU2938
 TU2938                          SUPERSEDED SURVEY CONTROL
 TU2938
 TU2938  NAD 83(1986)-  20 38 00.58340(N)    156 29 37.29929(W) AD(       ) 3
 TU2938  OLD HI      -  20 38 12.05900(N)    156 29 47.45200(W) AD(       ) 3
 TU2938
 TU2938.Superseded values are not recommended for survey control.
 TU2938.NGS no longer adjusts projects to the OLD HI datum.
 TU2938.See file dsdata.txt to determine how the superseded data were derived.
 TU2938
 TU2938_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6117183601(NAD 83)
 TU2938_MARKER: Z = SEE DESCRIPTION
 TU2938_SETTING: 0 = UNSPECIFIED SETTING
 TU2938
 TU2938  HISTORY     - Date     Condition        Report By
 TU2938  HISTORY     - 1962     MONUMENTED       CGS
 TU2938  HISTORY     - 19970616 MARK NOT FOUND   USPSQD
 TU2938
 TU2938                          STATION DESCRIPTION
 TU2938
 TU2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ALW)
 TU2938'THE STATION IS LOCATED ON THE EAST SIDE OF THE CRESCENT SHAPED
 TU2938'VOLCANIC CONE KNOWN AS MOLOKINI ISLAND, ABOUT 10 METERS NORTH OF
 TU2938'A LARGE ROCKY OUTCROP, AND ON THE SPINE OF THE RIDGE, AND ABOUT
 TU2938'100 METERS SOUTH OF THE EAST TIP OF THE CRESCENT.  IT IS A
 TU2938'STANDARD TRIANGULATION DISK STAMPED, EAST POINT 1962, SET IN
 TU2938'CONCRETE IN A DRILL HOLE IN THE BEDROCK.  NO REFERENCE MARKS
 TU2938'WERE SET FOR THIS STATION.
 TU2938
 TU2938                          STATION RECOVERY (1997)
 TU2938
 TU2938'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2548 ***********************************************************************
 TU2548  DESIGNATION -  EAST TANK 1948
 TU2548  PID         -  TU2548
 TU2548  STATE/COUNTY-  HI/HAWAII
 TU2548  USGS QUAD   -  MAKAHALAU (1981)
 TU2548
 TU2548                         *CURRENT SURVEY CONTROL
 TU2548  ___________________________________________________________________
 TU2548* NAD 83(1993)-  19 58 53.56312(N)    155 33 53.39461(W)     ADJUSTED  
 TU2548* LOCAL TIDAL -      1236.9    (meters)    4058.     (feet)  VERT ANG  
 TU2548  ___________________________________________________________________
 TU2548  EPOCH DATE  -        1993.62
 TU2548  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TU2548  GEOID HEIGHT-          23.53  (meters)                     GEOID03
 TU2548
 TU2548  HORZ ORDER  -  SECOND
 TU2548
 TU2548.The horizontal coordinates were established by classical geodetic methods
 TU2548.and adjusted by the National Geodetic Survey in December 1998..
 TU2548.The horizontal coordinates are valid at the epoch date displayed above.
 TU2548.The epoch date for horizontal control is a decimal equivalence
 TU2548.of Year/Month/Day.
 TU2548
 TU2548.The orthometric height was determined by vertical angle observations.
 TU2548
 TU2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2548
 TU2548.The geoid height was determined by GEOID03.
 TU2548
 TU2548;                    North         East     Units Scale Factor Converg.
 TU2548;SPC HI 1     -   127,100.712   493,214.972   MT  0.99996724   -0 01 19.8
 TU2548;UTM  05      - 2,211,492.883   231,604.753   MT  1.00049045   -0 52 37.1
 TU2548
 TU2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2548!SPC HI 1     -   0.99980191  x   0.99996724  =   0.99976916
 TU2548!UTM  05      -   0.99980191  x   1.00049045  =   1.00029226
 TU2548
 TU2548                          SUPERSEDED SURVEY CONTROL
 TU2548
 TU2548  NAD 83(1986)-  19 58 53.53974(N)    155 33 53.40478(W) AD(       ) 2
 TU2548  OLD HI      -  19 59 04.55000(N)    155 34 03.40000(W) AD(       ) 2
 TU2548
 TU2548.Superseded values are not recommended for survey control.
 TU2548.NGS no longer adjusts projects to the OLD HI datum.
 TU2548.See file dsdata.txt to determine how the superseded data were derived.
 TU2548
 TU2548_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3160511493(NAD 83)
 TU2548
 TU2548  HISTORY     - Date     Condition        Report By
 TU2548  HISTORY     - 1948     MONUMENTED       CGS
 TU2548
 TU2548                          STATION DESCRIPTION
 TU2548
 TU2548'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TU2548'SEE STATION PUU IO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1891 ***********************************************************************
 TU1891  DESIGNATION -  EAT
 TU1891  PID         -  TU1891
 TU1891  STATE/COUNTY-  HI/KAUAI
 TU1891  USGS QUAD   -  ANAHOLA (1996)
 TU1891
 TU1891                         *CURRENT SURVEY CONTROL
 TU1891  ___________________________________________________________________
 TU1891* NAD 83(1993)-  22 09 51.19361(N)    159 18 38.18667(W)     ADJUSTED  
 TU1891* LOCAL TIDAL -                                                        
 TU1891  ___________________________________________________________________
 TU1891  EPOCH DATE  -        1993.62
 TU1891  LAPLACE CORR-         -14.43  (seconds)                    DEFLEC99
 TU1891  GEOID HEIGHT-          14.61  (meters)                     GEOID03
 TU1891
 TU1891  HORZ ORDER  -  THIRD
 TU1891
 TU1891.The horizontal coordinates were established by classical geodetic methods
 TU1891.and adjusted by the National Geodetic Survey in December 1998..
 TU1891.The horizontal coordinates are valid at the epoch date displayed above.
 TU1891.The epoch date for horizontal control is a decimal equivalence
 TU1891.of Year/Month/Day.
 TU1891
 TU1891
 TU1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1891
 TU1891.The geoid height was determined by GEOID03.
 TU1891
 TU1891;                    North         East     Units Scale Factor Converg.
 TU1891;SPC HI 4     -    36,651.030   519,534.319   MT  0.99999471   +0 04 17.2
 TU1891;UTM  04      - 2,451,036.789   467,975.773   MT  0.99961267   -0 07 01.9
 TU1891
 TU1891                          SUPERSEDED SURVEY CONTROL
 TU1891
 TU1891  NAD 83(1986)-  22 09 51.15673(N)    159 18 38.24505(W) AD(       ) 4
 TU1891  OLD HI      -  22 10 02.52000(N)    159 18 48.34000(W) AD(       ) 3
 TU1891
 TU1891.Superseded values are not recommended for survey control.
 TU1891.NGS no longer adjusts projects to the OLD HI datum.
 TU1891.See file dsdata.txt to determine how the superseded data were derived.
 TU1891
 TU1891_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6797651037(NAD 83)
 TU1891
 TU1891  HISTORY     - Date     Condition        Report By
 TU1891  HISTORY     - 1910     MONUMENTED       CGS
 TU1891  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1891  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1891
 TU1891                          STATION DESCRIPTION
 TU1891
 TU1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1891'ON NORTHEAST COAST OF KAUAI, AT THE TOP OF BLUFF ON A ROUNDING
 TU1891'POINT 1-1/2 MILES NORTHWEST OF KAHALA POINT.  MARKED BY FLAG IN
 TU1891'PILE OF ROCKS.  IN 1927 STATION WAS SEARCHED FOR AND NOT
 TU1891'FOUND.  THERE IS NO PILE OF ROCKS IN THE VICINITY.
 TU1891
 TU1891                          STATION RECOVERY (1965)
 TU1891
 TU1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1891'STATION IS DESTROYED.  THERE IS CONSIDERABLE CHANGE IN THIS
 TU1891'SECTION OF THE ISLAND, WITH HEAVY GROWTH OF TALL IRONWOOD
 TU1891'TREES, BUT WITH EVIDENCE OF EROSION OF THE RED DIRT BLUFFS PRIOR
 TU1891'TO TIME TREES WERE PLANTED.
 TU1891
 TU1891                          STATION RECOVERY (1998)
 TU1891
 TU1891'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3158 ***********************************************************************
 TU3158  DESIGNATION -  EAT 2
 TU3158  PID         -  TU3158
 TU3158  STATE/COUNTY-  HI/MAUI
 TU3158  USGS QUAD   -  
 TU3158
 TU3158                         *CURRENT SURVEY CONTROL
 TU3158  ___________________________________________________________________
 TU3158* NAD 83(1993)-  20 31 09.51450(N)    156 33 48.63020(W)     ADJUSTED  
 TU3158* LOCAL TIDAL -       201.8    (meters)     662.     (feet)  VERT ANG  
 TU3158  ___________________________________________________________________
 TU3158  EPOCH DATE  -        1993.62
 TU3158  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 TU3158  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU3158
 TU3158  HORZ ORDER  -  SECOND
 TU3158
 TU3158.The horizontal coordinates were established by classical geodetic methods
 TU3158.and adjusted by the National Geodetic Survey in December 1998..
 TU3158.The horizontal coordinates are valid at the epoch date displayed above.
 TU3158.The epoch date for horizontal control is a decimal equivalence
 TU3158.of Year/Month/Day.
 TU3158
 TU3158.The orthometric height was determined by vertical angle observations.
 TU3158
 TU3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3158
 TU3158.The geoid height was determined by GEOID03.
 TU3158
 TU3158;                    North         East     Units Scale Factor Converg.
 TU3158;SPC HI 2     -    20,592.076   510,759.016   MT  0.99996810   +0 02 10.2
 TU3158;UTM  04      - 2,270,844.262   754,081.680   MT  1.00039793   +0 51 16.2
 TU3158
 TU3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3158!SPC HI 2     -   0.99996584  x   0.99996810  =   0.99993394
 TU3158!UTM  04      -   0.99996584  x   1.00039793  =   1.00036376
 TU3158
 TU3158|---------------------------------------------------------------------|
 TU3158| PID    Reference Object                     Distance      Geod. Az  |
 TU3158|                                                           dddmmss.s |
 TU3158| CN5122 EAT 2 RM 1                           13.653 METERS 15830     |
 TU3158| CN5123 EAT 2 RM 2                           10.850 METERS 22238     |
 TU3158| TU3147 KANELOA                             APPROX. 2.4 KM 3131338.8 |
 TU3158|---------------------------------------------------------------------|
 TU3158
 TU3158                          SUPERSEDED SURVEY CONTROL
 TU3158
 TU3158  NAD 83(1986)-  20 31 09.49222(N)    156 33 48.61830(W) AD(       ) 2
 TU3158  OLD HI      -  20 31 20.94040(N)    156 33 58.77960(W) AD(       ) 2
 TU3158
 TU3158.Superseded values are not recommended for survey control.
 TU3158.NGS no longer adjusts projects to the OLD HI datum.
 TU3158.See file dsdata.txt to determine how the superseded data were derived.
 TU3158
 TU3158_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5408270844(NAD 83)
 TU3158_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3158_SETTING: 80 = SET IN A BOULDER
 TU3158_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3158
 TU3158  HISTORY     - Date     Condition        Report By
 TU3158  HISTORY     - 1963     MONUMENTED       CGS
 TU3158
 TU3158                          STATION DESCRIPTION
 TU3158
 TU3158'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3158'STATION IS LOCATED IN THE SOUTHEAST PART OF KAHOOLAWE ISLAND, ABOUT
 TU3158'1-1/4 MILES SOUTHWEST OF BECK COVE, 2 MILES EAST OF KAMOHIO BAY
 TU3158'AND 1/4 MILE NORTH OF THE SOUTH SHORELINE OF THE ISLAND, ON THE
 TU3158'SUMMIT OF A LOW, ROCKY KNOLL OF ABOUT 680 FEET ELEVATION.
 TU3158'
 TU3158'STATION IS BEST REACHED BY SKIFF LANDING IN BECK COVE.  FROM HERE
 TU3158'PACK SOUTHWESTERLY UP STEEP, ROCKY CANYON FOR ABOUT 3/4 MILE TO
 TU3158'TOP.  GO LEFT, SOUTHERLY, ACROSS ROUGH, RED DIRT AREA FOR ABOUT
 TU3158'3/4 MILE TO KNOLL AND STATION.
 TU3158'
 TU3158'STATION MARK IS A STANDARD DISK STAMPED EAT 2 1963, CEMENTED IN
 TU3158'A DRILL HOLE IN A 2 X 2-FOOT BOULDER THAT PROJECTS ABOUT 3
 TU3158'INCHES.  IT IS AT THE NORTHEAST SIDE OF A LARGE PILE OF ROCKS THAT
 TU3158'IS THE REMAINS OF AN OLD CAIRN.
 TU3158'
 TU3158'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EAT 2 NO 1
 TU3158'1963, CEMENTED IN A DRILL HOLE IN A 2-1/2 X 2-1/2-FOOT, TRIANGULAR
 TU3158'SHAPED BOULDER THAT PROJECTS ABOUT 18 INCHES.
 TU3158'
 TU3158'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EAT 2 NO 2
 TU3158'1963, CEMENTED IN A DRILL HOLE IN A 2-FOOT-DIAMETER BOULDER THAT
 TU3158'PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1968 ***********************************************************************
 TU1968  DESIGNATION -  EEYRIE
 TU1968  PID         -  TU1968
 TU1968  STATE/COUNTY-  HI/KAUAI
 TU1968  USGS QUAD   -  HANALEI (1996)
 TU1968
 TU1968                         *CURRENT SURVEY CONTROL
 TU1968  ___________________________________________________________________
 TU1968* NAD 83(1993)-  22 10 21.49149(N)    159 29 04.12730(W)     ADJUSTED  
 TU1968* LOCAL TIDAL -                                                        
 TU1968  ___________________________________________________________________
 TU1968  EPOCH DATE  -        1993.62
 TU1968  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 TU1968  GEOID HEIGHT-          16.35  (meters)                     GEOID03
 TU1968
 TU1968  HORZ ORDER  -  THIRD
 TU1968
 TU1968.The horizontal coordinates were established by classical geodetic methods
 TU1968.and adjusted by the National Geodetic Survey in December 1998..
 TU1968.The horizontal coordinates are valid at the epoch date displayed above.
 TU1968.The epoch date for horizontal control is a decimal equivalence
 TU1968.of Year/Month/Day.
 TU1968
 TU1968
 TU1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1968
 TU1968.The geoid height was determined by GEOID03.
 TU1968
 TU1968;                    North         East     Units Scale Factor Converg.
 TU1968;SPC HI 4     -    37,570.856   501,600.686   MT  0.99999003   +0 00 21.1
 TU1968;UTM  04      - 2,452,015.300   450,051.911   MT  0.99963082   -0 10 58.2
 TU1968
 TU1968                          SUPERSEDED SURVEY CONTROL
 TU1968
 TU1968  NAD 83(1986)-  22 10 21.45045(N)    159 29 04.17760(W) AD(       ) 4
 TU1968  OLD HI      -  22 10 32.80000(N)    159 29 14.25900(W) AD(       ) 3
 TU1968
 TU1968.Superseded values are not recommended for survey control.
 TU1968.NGS no longer adjusts projects to the OLD HI datum.
 TU1968.See file dsdata.txt to determine how the superseded data were derived.
 TU1968
 TU1968_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5005252015(NAD 83)
 TU1968
 TU1968  HISTORY     - Date     Condition        Report By
 TU1968  HISTORY     - UNK      MONUMENTED
 TU1968  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1968  HISTORY     - 1984     GOOD             USPSQD
 TU1968  HISTORY     - 1988     GOOD             USPSQD
 TU1968  HISTORY     - 19970611 GOOD             USPSQD
 TU1968
 TU1968                          STATION DESCRIPTION
 TU1968
 TU1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1968'STATION IS SEAWARD (MAKAI) ONE OF TWO VERY SHARP PEAKS, AND IS
 TU1968'SLIGHTLY LOWER.  IT IS ON THE RIDGE THAT RISES ABRUPTLY UP TO
 TU1968'THE SOUTH FROM STATION HIHIMANU AND IS ABOUT 1 MILE SOUTH OF
 TU1968'THAT STATION.  ELEVATION OF THE PEAK IS ABOUT 2350 FEET.  IT LIES
 TU1968'ABOUT 2 MILES AIRLINE SOUTHEAST OF HANALEI VILLAGE.
 TU1968
 TU1968                          STATION RECOVERY (1984)
 TU1968
 TU1968'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1968'GOOD.  RECOVERED AS DESCRIBED BY DMW 1966.
 TU1968
 TU1968                          STATION RECOVERY (1988)
 TU1968
 TU1968'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1968'RECOVERED IN GOOD CONDITION.
 TU1968
 TU1968                          STATION RECOVERY (1997)
 TU1968
 TU1968'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3138 ***********************************************************************
 TU3138  DESIGNATION -  EGG
 TU3138  PID         -  TU3138
 TU3138  STATE/COUNTY-  HI/MAUI
 TU3138  USGS QUAD   -  
 TU3138
 TU3138                         *CURRENT SURVEY CONTROL
 TU3138  ___________________________________________________________________
 TU3138* NAD 83(1993)-  20 35 31.57991(N)    156 33 03.89420(W)     ADJUSTED  
 TU3138* LOCAL TIDAL -                                                        
 TU3138  ___________________________________________________________________
 TU3138  EPOCH DATE  -        1993.62
 TU3138  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 TU3138  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU3138
 TU3138  HORZ ORDER  -  THIRD
 TU3138
 TU3138.The horizontal coordinates were established by classical geodetic methods
 TU3138.and adjusted by the National Geodetic Survey in December 1998..
 TU3138.The horizontal coordinates are valid at the epoch date displayed above.
 TU3138.The epoch date for horizontal control is a decimal equivalence
 TU3138.of Year/Month/Day.
 TU3138
 TU3138
 TU3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3138
 TU3138.The geoid height was determined by GEOID03.
 TU3138
 TU3138;                    North         East     Units Scale Factor Converg.
 TU3138;SPC HI 2     -    28,652.021   512,049.363   MT  0.99996846   +0 02 26.3
 TU3138;UTM  04      - 2,278,925.343   755,257.093   MT  1.00040532   +0 51 42.4
 TU3138
 TU3138                          SUPERSEDED SURVEY CONTROL
 TU3138
 TU3138  NAD 83(1986)-  20 35 31.55899(N)    156 33 03.87693(W) AD(       ) 4
 TU3138  OLD HI      -  20 35 42.94100(N)    156 33 14.01700(W) AD(       ) 3
 TU3138
 TU3138.Superseded values are not recommended for survey control.
 TU3138.NGS no longer adjusts projects to the OLD HI datum.
 TU3138.See file dsdata.txt to determine how the superseded data were derived.
 TU3138
 TU3138_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5525778925(NAD 83)
 TU3138
 TU3138  HISTORY     - Date     Condition        Report By
 TU3138  HISTORY     - UNK      MONUMENTED
 TU3138  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU3138
 TU3138                          STATION DESCRIPTION
 TU3138
 TU3138'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3138'A 2 X 4 ABOUT 12 FEET HIGH WAS FOUND IN A CAIRN ON THE BLUFF AT
 TU3138'HAKIOAWA POINT, HOWEVER, SINCE THERE IS NO POSITIVE INDICATION
 TU3138'THAT THIS IS THE CORRECT POINT, THE STATION SHOULD BE CONSIDERED
 TU3138'LOST.  A NEW STATION, EGG 2, WAS ESTABLISHED NEARBY.  SEE
 TU3138'DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3139 ***********************************************************************
 TU3139  DESIGNATION -  EGG 2
 TU3139  PID         -  TU3139
 TU3139  STATE/COUNTY-  HI/MAUI
 TU3139  USGS QUAD   -  
 TU3139
 TU3139                         *CURRENT SURVEY CONTROL
 TU3139  ___________________________________________________________________
 TU3139* NAD 83(1993)-  20 35 30.04997(N)    156 33 06.04940(W)     ADJUSTED  
 TU3139* LOCAL TIDAL -        18.9    (meters)      62.     (feet)  VERT ANG  
 TU3139  ___________________________________________________________________
 TU3139  EPOCH DATE  -        1993.62
 TU3139  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 TU3139  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU3139
 TU3139  HORZ ORDER  -  SECOND
 TU3139
 TU3139.The horizontal coordinates were established by classical geodetic methods
 TU3139.and adjusted by the National Geodetic Survey in December 1998..
 TU3139.The horizontal coordinates are valid at the epoch date displayed above.
 TU3139.The epoch date for horizontal control is a decimal equivalence
 TU3139.of Year/Month/Day.
 TU3139
 TU3139.The orthometric height was determined by vertical angle observations.
 TU3139
 TU3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3139
 TU3139.The geoid height was determined by GEOID03.
 TU3139
 TU3139;                    North         East     Units Scale Factor Converg.
 TU3139;SPC HI 2     -    28,604.927   511,986.987   MT  0.99996844   +0 02 25.6
 TU3139;UTM  04      - 2,278,877.340   755,195.372   MT  1.00040493   +0 51 41.6
 TU3139
 TU3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3139!SPC HI 2     -   0.99999450  x   0.99996844  =   0.99996294
 TU3139!UTM  04      -   0.99999450  x   1.00040493  =   1.00039942
 TU3139
 TU3139|---------------------------------------------------------------------|
 TU3139| PID    Reference Object                     Distance      Geod. Az  |
 TU3139|                                                           dddmmss.s |
 TU3139| CN5124 EGG 2 RM 1                           26.846 METERS 05815     |
 TU3139| CN5125 EGG 2 RM 2                           20.890 METERS 24608     |
 TU3139| TU3144 LOW 2                               APPROX. 2.0 KM 2712219.9 |
 TU3139|---------------------------------------------------------------------|
 TU3139
 TU3139                          SUPERSEDED SURVEY CONTROL
 TU3139
 TU3139  NAD 83(1986)-  20 35 30.02779(N)    156 33 06.03605(W) AD(       ) 2
 TU3139  OLD HI      -  20 35 41.48900(N)    156 33 16.19810(W) AD(       ) 2
 TU3139
 TU3139.Superseded values are not recommended for survey control.
 TU3139.NGS no longer adjusts projects to the OLD HI datum.
 TU3139.See file dsdata.txt to determine how the superseded data were derived.
 TU3139
 TU3139_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5519578877(NAD 83)
 TU3139_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3139_SETTING: 66 = SET IN ROCK OUTCROP
 TU3139
 TU3139  HISTORY     - Date     Condition        Report By
 TU3139  HISTORY     - 1963     MONUMENTED       CGS
 TU3139
 TU3139                          STATION DESCRIPTION
 TU3139
 TU3139'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3139'STATION IS LOCATED AT THE NORTHEAST END OF KAHOOLAWE ISLAND, ABOUT
 TU3139'1-1/2 MILES SOUTHEAST FROM THE NORTHERNMOST POINT OF THE
 TU3139'ISLAND.  ON THE SLOPE ABOVE THE ROCK BLUFF AT HAKIOAWA POINT,
 TU3139'AT ABOUT 60 FEET ABOVE SEA LEVEL.
 TU3139'
 TU3139'STATION IS REACHED BY MAKING SKIFF LANDING IN THE COVE AT
 TU3139'HAKIOAWA POINT AND PACKING SOUTH UP ONTO THE ROCKY BLUFF ON SOUTH
 TU3139'SIDE OF THE COVE.
 TU3139'
 TU3139'STATION MARK IS A STANDARD DISK STAMPED EGG 2 1963, CEMENTED IN
 TU3139'A DRILL HOLE IN A SMALL, FLAT, BEDROCK OUTCROP THAT PROJECTS
 TU3139'ABOUT 2 FEET.  IT IS IN THE MIDDLE OF THE SLOPE AND ABOUT 225 FEET
 TU3139'SOUTHWEST OF EDGE OF BLUFF.
 TU3139'
 TU3139'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EGG 2 NO 1
 TU3139'1963, CEMENTED IN A DRILL HOLE IN A 5 X 5-FOOT BEDROCK OUTCROP
 TU3139'THAT PROJECTS ABOUT 1 FOOT.  IT IS 4-1/2 FEET LOWER THAN STATION.
 TU3139'
 TU3139'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EGG 2 NO 2
 TU3139'1963, CEMENTED IN A DRILL HOLE IN A 5 X 8-FOOT BEDROCK OUTCROP
 TU3139'THAT PROJECTS ABOUT 2 FEET.  IT IS ABOUT 4 FEET HIGHER THAN
 TU3139'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1809 ***********************************************************************
 TU1809  DESIGNATION -  ELEELE CATHOLIC CHURCH SPIRE
 TU1809  PID         -  TU1809
 TU1809  STATE/COUNTY-  HI/KAUAI
 TU1809  USGS QUAD   -  HANAPEPE (1996)
 TU1809
 TU1809                         *CURRENT SURVEY CONTROL
 TU1809  ___________________________________________________________________
 TU1809* NAD 83(1993)-  21 54 23.48011(N)    159 35 05.77094(W)     ADJUSTED  
 TU1809* LOCAL TIDAL -                                                        
 TU1809  ___________________________________________________________________
 TU1809  EPOCH DATE  -        1993.62
 TU1809  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 TU1809  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1809
 TU1809  HORZ ORDER  -  THIRD
 TU1809
 TU1809.The horizontal coordinates were established by classical geodetic methods
 TU1809.and adjusted by the National Geodetic Survey in December 1998..
 TU1809.The horizontal coordinates are valid at the epoch date displayed above.
 TU1809.The epoch date for horizontal control is a decimal equivalence
 TU1809.of Year/Month/Day.
 TU1809
 TU1809
 TU1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1809
 TU1809.The geoid height was determined by GEOID03.
 TU1809
 TU1809;                    North         East     Units Scale Factor Converg.
 TU1809;SPC HI 4     -     8,106.447   491,223.637   MT  0.99999095   -0 01 54.1
 TU1809;UTM  04      - 2,422,595.407   439,582.122   MT  0.99964510   -0 13 05.7
 TU1809
 TU1809                          SUPERSEDED SURVEY CONTROL
 TU1809
 TU1809  NAD 83(1986)-  21 54 23.45310(N)    159 35 05.79141(W) AD(       ) 4
 TU1809  OLD HI      -  21 54 34.71600(N)    159 35 15.82600(W) AD(       ) 3
 TU1809
 TU1809.Superseded values are not recommended for survey control.
 TU1809.NGS no longer adjusts projects to the OLD HI datum.
 TU1809.See file dsdata.txt to determine how the superseded data were derived.
 TU1809
 TU1809_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3958222595(NAD 83)
 TU1809
 TU1809  HISTORY     - Date     Condition        Report By
 TU1809  HISTORY     - UNK      MONUMENTED
 TU1809  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1809  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1809  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1809
 TU1809                          STATION DESCRIPTION
 TU1809
 TU1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1809'STATION WAS RECOVERED.  IT IS A RED-ROOFED SPIRE ON THE NORTHWEST
 TU1809'END OF AN OLD, WOODEN, TAN-COLORED CHURCH BUILDING WITH A RED
 TU1809'ROOF.  LOCATED ABOUT 0.1 MILE NORTH FROM THE POST OFFICE IN
 TU1809'ELEELE, ON THE BLUFF ON EAST SIDE OF STATE HIGHWAY 50, AND AT THE
 TU1809'SOUTH SIDE OF A NEW STONE CHURCH BUILDING.
 TU1809
 TU1809                          STATION RECOVERY (1983)
 TU1809
 TU1809'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1809'CHURCH DISMANTLED - NO LONGER THERE STA. DESTROYED.
 TU1809
 TU1809                          STATION RECOVERY (2005)
 TU1809
 TU1809'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1825 ***********************************************************************
 TU1825  DESIGNATION -  ELEELE LANDING FLAGSTAFF
 TU1825  PID         -  TU1825
 TU1825  STATE/COUNTY-  HI/KAUAI
 TU1825  USGS QUAD   -  HANAPEPE (1996)
 TU1825
 TU1825                         *CURRENT SURVEY CONTROL
 TU1825  ___________________________________________________________________
 TU1825* NAD 83(1993)-  21 53 55.31456(N)    159 35 14.07558(W)     ADJUSTED  
 TU1825* LOCAL TIDAL -         5.     (meters)      16.     (feet)  VERT ANG  
 TU1825  ___________________________________________________________________
 TU1825  EPOCH DATE  -        1993.62
 TU1825  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 TU1825  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1825
 TU1825  HORZ ORDER  -  THIRD
 TU1825
 TU1825.The horizontal coordinates were established by classical geodetic methods
 TU1825.and adjusted by the National Geodetic Survey in December 1998..
 TU1825.The horizontal coordinates are valid at the epoch date displayed above.
 TU1825.The epoch date for horizontal control is a decimal equivalence
 TU1825.of Year/Month/Day.
 TU1825
 TU1825.The orthometric height was determined by vertical angle observations.
 TU1825.No vertical observational check was made to the station.
 TU1825
 TU1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1825
 TU1825.The geoid height was determined by GEOID03.
 TU1825
 TU1825;                    North         East     Units Scale Factor Converg.
 TU1825;SPC HI 4     -     7,240.271   490,984.781   MT  0.99999100   -0 01 57.1
 TU1825;UTM  04      - 2,421,730.313   439,340.531   MT  0.99964546   -0 13 08.5
 TU1825
 TU1825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1825!SPC HI 4     -   0.99999677  x   0.99999100  =   0.99998777
 TU1825!UTM  04      -   0.99999677  x   0.99964546  =   0.99964223
 TU1825
 TU1825:                Primary Azimuth Mark                     Grid Az
 TU1825:SPC HI 4     -  MCBRYDE SUGAR MILL STACK                 092 29 27.4
 TU1825:UTM  04      -  MCBRYDE SUGAR MILL STACK                 092 40 38.8
 TU1825
 TU1825|---------------------------------------------------------------------|
 TU1825| PID    Reference Object                     Distance      Geod. Az  |
 TU1825|                                                           dddmmss.s |
 TU1825| TU1803 MCBRYDE SUGAR MILL STACK            APPROX. 2.9 KM 0922730.3 |
 TU1825|---------------------------------------------------------------------|
 TU1825
 TU1825                          SUPERSEDED SURVEY CONTROL
 TU1825
 TU1825  NAD 83(1986)-  21 53 55.28713(N)    159 35 14.09561(W) AD(       ) 3
 TU1825  OLD HI      -  21 54 06.56500(N)    159 35 24.14300(W) AD(       ) 3
 TU1825
 TU1825.Superseded values are not recommended for survey control.
 TU1825.NGS no longer adjusts projects to the OLD HI datum.
 TU1825.See file dsdata.txt to determine how the superseded data were derived.
 TU1825
 TU1825_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3934121730(NAD 83)
 TU1825
 TU1825  HISTORY     - Date     Condition        Report By
 TU1825  HISTORY     - UNK      MONUMENTED
 TU1825  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1825  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1825  HISTORY     - 19970106 MARK NOT FOUND   USPSQD
 TU1825  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1825  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1825
 TU1825                          STATION DESCRIPTION
 TU1825
 TU1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU1825'ON SOUTHERN COAST OF KAUAI, AT ELEELE LANDING.  A TALL CONSPICUOUS
 TU1825'FLAGPOLE PAINTED WHITE.  IT IS THE ONLY FLAGPOLE NEAR THE LANDING,
 TU1825'AND STANDS JUST BACK OF THE BREAKWATER AND A FEW FEET EAST OF THE
 TU1825'LAST WAREHOUSE BUILDING.
 TU1825
 TU1825                          STATION RECOVERY (1965)
 TU1825
 TU1825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1825'THE FLAGPOLE IS NO LONGER STANDING HOWEVER THE CONCRETE BASE IS
 TU1825'STILL IN PLACE, ON BLUFF ABOVE OLD ELEELE LANDING, JUST EAST OF END
 TU1825'OF BREAKWATER AND ABOUT 100 YARDS WEST FROM THE WEST 1 OF A GROUP
 TU1825'OF GAS STORAGE TANKS.
 TU1825
 TU1825                          STATION RECOVERY (1997)
 TU1825
 TU1825'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1825'MARK NOT FOUND.
 TU1825
 TU1825                          STATION RECOVERY (1998)
 TU1825
 TU1825'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1825'MARK NOT FOUND.
 TU1825
 TU1825                          STATION RECOVERY (2005)
 TU1825
 TU1825'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1211 ***********************************************************************
 TU1211  DESIGNATION -  ELKS CLUB FS NEAR CEN OF ROOF
 TU1211  PID         -  TU1211
 TU1211  STATE/COUNTY-  HI/HONOLULU
 TU1211  USGS QUAD   -  HONOLULU (1983)
 TU1211
 TU1211                         *CURRENT SURVEY CONTROL
 TU1211  ___________________________________________________________________
 TU1211* NAD 83(1993)-  21 15 40.91808(N)    157 49 16.97425(W)     ADJUSTED  
 TU1211* LOCAL TIDAL -                                                        
 TU1211  ___________________________________________________________________
 TU1211  EPOCH DATE  -        1993.62
 TU1211  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 TU1211  GEOID HEIGHT-          15.39  (meters)                     GEOID03
 TU1211
 TU1211  HORZ ORDER  -  THIRD
 TU1211
 TU1211.The horizontal coordinates were established by classical geodetic methods
 TU1211.and adjusted by the National Geodetic Survey in December 1998..
 TU1211.The horizontal coordinates are valid at the epoch date displayed above.
 TU1211.The epoch date for horizontal control is a decimal equivalence
 TU1211.of Year/Month/Day.
 TU1211
 TU1211
 TU1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1211
 TU1211.The geoid height was determined by GEOID03.
 TU1211
 TU1211;                    North         East     Units Scale Factor Converg.
 TU1211;SPC HI 3     -    10,495.482   518,538.328   MT  0.99999425   +0 03 53.2
 TU1211;UTM  04      - 2,351,530.320   622,284.287   MT  0.99978478   +0 25 38.8
 TU1211
 TU1211                          SUPERSEDED SURVEY CONTROL
 TU1211
 TU1211  NAD 83(1986)-  21 15 40.86704(N)    157 49 16.98241(W) AD(       ) 4
 TU1211  OLD HI      -  21 15 52.25100(N)    157 49 26.85300(W) AD(       ) 3
 TU1211
 TU1211.Superseded values are not recommended for survey control.
 TU1211.NGS no longer adjusts projects to the OLD HI datum.
 TU1211.See file dsdata.txt to determine how the superseded data were derived.
 TU1211
 TU1211_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2228451530(NAD 83)
 TU1211
 TU1211  HISTORY     - Date     Condition        Report By
 TU1211  HISTORY     - 1925     MONUMENTED       CGS
 TU1211  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1211
 TU1211                          STATION DESCRIPTION
 TU1211
 TU1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1211'ON SOUTHEASTERN COAST OF OAHU, ON SHORE ON WEST SIDE OF
 TU1211'DIAMOND HEAD, A GREAT YELLOW STRUCTURE BUILT PARTLY OVER
 TU1211'WATER, ITS SEAWARD SIDE BEING PARTLY INCLOSED WITH GLASS.  STATION
 TU1211'IS SMALL FLAGSTAFF ON TOP OF BUILDING.  IT IS SURROUNDED BY
 TU1211'A LITTLE SQUARE RAILING.  MUST NOT BE CONFUSED WITH A TALL
 TU1211'FLAGPOLE WHICH STANDS IN THE CLUB YARD.
 TU1211
 TU1211                          STATION RECOVERY (1964)
 TU1211
 TU1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1211'STATION IS GONE.  A NEW ELKS CLUB BUILDING WAS BUILT ON THE
 TU1211'SAME GROUNDS.  THE FLAGPOLE ON THE LAWN IN FRONT OF THE
 TU1211'BUILDING WAS ERECTED IN 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3169 ***********************************************************************
 TU3169  DESIGNATION -  END
 TU3169  PID         -  TU3169
 TU3169  STATE/COUNTY-  HI/MAUI
 TU3169  USGS QUAD   -  
 TU3169
 TU3169                         *CURRENT SURVEY CONTROL
 TU3169  ___________________________________________________________________
 TU3169* NAD 83(1993)-  20 31 49.83645(N)    156 39 07.21582(W)     ADJUSTED  
 TU3169* LOCAL TIDAL -       218.     (meters)     715.     (feet)  SCALED    
 TU3169  ___________________________________________________________________
 TU3169  EPOCH DATE  -        1993.62
 TU3169  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 TU3169  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU3169
 TU3169  HORZ ORDER  -  THIRD
 TU3169
 TU3169.The horizontal coordinates were established by classical geodetic methods
 TU3169.and adjusted by the National Geodetic Survey in December 1998..
 TU3169.The horizontal coordinates are valid at the epoch date displayed above.
 TU3169.The epoch date for horizontal control is a decimal equivalence
 TU3169.of Year/Month/Day.
 TU3169
 TU3169.The orthometric height was scaled from a topographic map.
 TU3169
 TU3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3169
 TU3169.The geoid height was determined by GEOID03.
 TU3169
 TU3169;                    North         East     Units Scale Factor Converg.
 TU3169;SPC HI 2     -    21,828.730   501,529.107   MT  0.99996670   +0 00 18.5
 TU3169;UTM  04      - 2,271,949.378   744,831.330   MT  1.00034088   +0 49 25.9
 TU3169
 TU3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3169!SPC HI 2     -   0.99996331  x   0.99996670  =   0.99993001
 TU3169!UTM  04      -   0.99996331  x   1.00034088  =   1.00030418
 TU3169
 TU3169:                Primary Azimuth Mark                     Grid Az
 TU3169:SPC HI 2     -  SOUTH HILL                               169 03 55.7
 TU3169:UTM  04      -  SOUTH HILL                               168 14 48.3
 TU3169
 TU3169|---------------------------------------------------------------------|
 TU3169| PID    Reference Object                     Distance      Geod. Az  |
 TU3169|                                                           dddmmss.s |
 TU3169| TU3183 SOUTH HILL                          APPROX. 1.4 KM 1690414.2 |
 TU3169|---------------------------------------------------------------------|
 TU3169
 TU3169                          SUPERSEDED SURVEY CONTROL
 TU3169
 TU3169  NAD 83(1986)-  20 31 49.82414(N)    156 39 07.18612(W) AD(       ) 3
 TU3169  OLD HI      -  20 32 01.18800(N)    156 39 17.29900(W) AD(       ) 3
 TU3169
 TU3169.Superseded values are not recommended for survey control.
 TU3169.NGS no longer adjusts projects to the OLD HI datum.
 TU3169.See file dsdata.txt to determine how the superseded data were derived.
 TU3169
 TU3169_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4483171949(NAD 83)
 TU3169_MARKER: W = UNMONUMENTED
 TU3169_SETTING: 0 = UNSPECIFIED SETTING
 TU3169
 TU3169  HISTORY     - Date     Condition        Report By
 TU3169  HISTORY     - 1904     MONUMENTED       CGS
 TU3169
 TU3169                          STATION DESCRIPTION
 TU3169
 TU3169'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3169'IN THE SOUTHWESTERN PART OF KAHOOLAWE, ON THE HIGHEST PART AND
 TU3169'NEAR THE SOUTHERN POINT OF A CRESCENT SHAPED HILLTOP CONCAVE
 TU3169'TOWARDS THE WEST, ABOUT 2-3/4 MILES FROM KEALAIKAHIKI POINT AND
 TU3169'1 MILE FROM THE FIRST LARGE COVE TO THE EAST OF SMUGGLERS
 TU3169'COVE.  MARKED ONLY BY A 2 BY 4 INCH POLE SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1839 ***********************************************************************
 TU1839  DESIGNATION -  EPISCOPAL CHURCH SPIRE
 TU1839  PID         -  TU1839
 TU1839  STATE/COUNTY-  HI/KAUAI
 TU1839  USGS QUAD   -  KEKAHA (1983)
 TU1839
 TU1839                         *CURRENT SURVEY CONTROL
 TU1839  ___________________________________________________________________
 TU1839* NAD 83(1993)-  21 57 30.33139(N)    159 40 09.63270(W)     ADJUSTED  
 TU1839* LOCAL TIDAL -                                                        
 TU1839  ___________________________________________________________________
 TU1839  EPOCH DATE  -        1993.62
 TU1839  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 TU1839  GEOID HEIGHT-          16.20  (meters)                     GEOID03
 TU1839
 TU1839  HORZ ORDER  -  THIRD
 TU1839
 TU1839.The horizontal coordinates were established by classical geodetic methods
 TU1839.and adjusted by the National Geodetic Survey in December 1998..
 TU1839.The horizontal coordinates are valid at the epoch date displayed above.
 TU1839.The epoch date for horizontal control is a decimal equivalence
 TU1839.of Year/Month/Day.
 TU1839
 TU1839
 TU1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1839
 TU1839.The geoid height was determined by GEOID03.
 TU1839
 TU1839;                    North         East     Units Scale Factor Converg.
 TU1839;SPC HI 4     -    13,860.829   482,508.402   MT  0.99999378   -0 03 48.0
 TU1839;UTM  04      - 2,428,376.199   430,888.650   MT  0.99965902   -0 15 01.1
 TU1839
 TU1839                          SUPERSEDED SURVEY CONTROL
 TU1839
 TU1839  NAD 83(1986)-  21 57 30.29657(N)    159 40 09.65141(W) AD(       ) 4
 TU1839  OLD HI      -  21 57 41.46000(N)    159 40 19.52000(W) AD(       ) 3
 TU1839
 TU1839.Superseded values are not recommended for survey control.
 TU1839.NGS no longer adjusts projects to the OLD HI datum.
 TU1839.See file dsdata.txt to determine how the superseded data were derived.
 TU1839
 TU1839_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3088928376(NAD 83)
 TU1839
 TU1839  HISTORY     - Date     Condition        Report By
 TU1839  HISTORY     - UNK      MONUMENTED
 TU1839  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1839  HISTORY     - 19970110 GOOD             USPSQD
 TU1839  HISTORY     - 19970610 GOOD             USPSQD
 TU1839  HISTORY     - 19980811 GOOD             USPSQD
 TU1839
 TU1839                          STATION DESCRIPTION
 TU1839
 TU1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1839'STATION WAS RECOVERED, HOWEVER IT IS THE WAIMEA CONGREGATIONAL
 TU1839'CHURCH INSTEAD OF EPISCOPAL.  A BROWN STONE STRUCTURE, BUILT IN
 TU1839'1853.  HAS A BROWN, SHINGLED SPIRE ON THE SOUTHWEST END, CONSISTING
 TU1839'OF A SQUARE BASE WITH A TRUNCATED PYRAMID SECTION ON IT,
 TU1839'TERMINATING IN A WOODEN MAST WITH A BALL ON IT.  LOCATED AT WEST
 TU1839'END OF HIGH SCHOOL BUILDINGS IN WAIMEA.
 TU1839
 TU1839                          STATION RECOVERY (1997)
 TU1839
 TU1839'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1839'RECOVERED IN GOOD CONDITION.
 TU1839
 TU1839                          STATION RECOVERY (1997)
 TU1839
 TU1839'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1839'RECOVERED IN GOOD CONDITION.
 TU1839
 TU1839                          STATION RECOVERY (1998)
 TU1839
 TU1839'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3189 ***********************************************************************
 TU3189  DESIGNATION -  ERR
 TU3189  PID         -  TU3189
 TU3189  STATE/COUNTY-  HI/MAUI
 TU3189  USGS QUAD   -  
 TU3189
 TU3189                         *CURRENT SURVEY CONTROL
 TU3189  ___________________________________________________________________
 TU3189* NAD 83(1993)-  20 31 26.35886(N)    156 41 43.68500(W)     ADJUSTED  
 TU3189* LOCAL TIDAL -                                                        
 TU3189  ___________________________________________________________________
 TU3189  EPOCH DATE  -        1993.62
 TU3189  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 TU3189  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU3189
 TU3189  HORZ ORDER  -  THIRD
 TU3189
 TU3189.The horizontal coordinates were established by classical geodetic methods
 TU3189.and adjusted by the National Geodetic Survey in December 1998..
 TU3189.The horizontal coordinates are valid at the epoch date displayed above.
 TU3189.The epoch date for horizontal control is a decimal equivalence
 TU3189.of Year/Month/Day.
 TU3189
 TU3189
 TU3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3189
 TU3189.The geoid height was determined by GEOID03.
 TU3189
 TU3189;                    North         East     Units Scale Factor Converg.
 TU3189;SPC HI 2     -    21,106.943   496,996.217   MT  0.99996678   -0 00 36.4
 TU3189;UTM  04      - 2,271,162.622   740,307.583   MT  1.00031375   +0 48 30.1
 TU3189
 TU3189                          SUPERSEDED SURVEY CONTROL
 TU3189
 TU3189  NAD 83(1986)-  20 31 26.34739(N)    156 41 43.65040(W) AD(       ) 4
 TU3189  OLD HI      -  20 31 37.71000(N)    156 41 53.71000(W) AD(       ) 3
 TU3189
 TU3189.Superseded values are not recommended for survey control.
 TU3189.NGS no longer adjusts projects to the OLD HI datum.
 TU3189.See file dsdata.txt to determine how the superseded data were derived.
 TU3189
 TU3189_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4030871163(NAD 83)
 TU3189
 TU3189  HISTORY     - Date     Condition        Report By
 TU3189  HISTORY     - 1904     MONUMENTED       CGS
 TU3189  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU3189  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU3189
 TU3189                          STATION DESCRIPTION
 TU3189
 TU3189'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3189'NEAR THE WESTERN END OF KAHOOLAWE ON A TERRACE ABOUT 50 FEET
 TU3189'ABOVE HIGH WATER MARK, 150 METERS FROM NEAREST SHORE LINE, AND
 TU3189'ABOUT 500 METERS EAST OF KEALAIKAHIKI POINT.  MARKED ONLY BY A
 TU3189'2 BY 4 INCH POLE SIGNAL.
 TU3189
 TU3189                          STATION RECOVERY (1932)
 TU3189
 TU3189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3189'STATION IS AT W KAHOOLAWE.  IT WAS VISITED, AND THE REMAINS OF A
 TU3189'ROCK CAIRN WERE FOUND.  THE CAIRN WAS REBUILT TO A 5 FT. HEIGHT.
 TU3189
 TU3189                          STATION RECOVERY (1963)
 TU3189
 TU3189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3189'THE REMAINS OF THE OLD ROCK CAIRN AND A 2X4 WOOD POLE WAS FOUND
 TU3189'IN THE APPROXIMATE LOCATION OF THE OLD STATION.  A NEW
 TU3189'PERMANENT MARKED STATION, ERR 2, WAS ESTABLISHED NEAR THE OLD
 TU3189'STATION.  NO TIE WAS MADE TO THE OLD STATION AS NOTHING OF A
 TU3189'PERMANENT NATURE WAS RECOVERED.  THE OLD STATION SHOULD BE
 TU3189'CONSIDERED LOST AND REMOVED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3188 ***********************************************************************
 TU3188  DESIGNATION -  ERR 2
 TU3188  PID         -  TU3188
 TU3188  STATE/COUNTY-  HI/MAUI
 TU3188  USGS QUAD   -  
 TU3188
 TU3188                         *CURRENT SURVEY CONTROL
 TU3188  ___________________________________________________________________
 TU3188* NAD 83(1993)-  20 31 26.51210(N)    156 41 43.49550(W)     ADJUSTED  
 TU3188* LOCAL TIDAL -        15.9    (meters)      52.     (feet)  VERT ANG  
 TU3188  ___________________________________________________________________
 TU3188  EPOCH DATE  -        1993.62
 TU3188  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 TU3188  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU3188
 TU3188  HORZ ORDER  -  SECOND
 TU3188
 TU3188.The horizontal coordinates were established by classical geodetic methods
 TU3188.and adjusted by the National Geodetic Survey in December 1998..
 TU3188.The horizontal coordinates are valid at the epoch date displayed above.
 TU3188.The epoch date for horizontal control is a decimal equivalence
 TU3188.of Year/Month/Day.
 TU3188
 TU3188.The orthometric height was determined by vertical angle observations.
 TU3188
 TU3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3188
 TU3188.The geoid height was determined by GEOID03.
 TU3188
 TU3188;                    North         East     Units Scale Factor Converg.
 TU3188;SPC HI 2     -    21,111.654   497,001.708   MT  0.99996678   -0 00 36.3
 TU3188;UTM  04      - 2,271,167.413   740,313.008   MT  1.00031378   +0 48 30.2
 TU3188
 TU3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3188!SPC HI 2     -   0.99999513  x   0.99996678  =   0.99996191
 TU3188!UTM  04      -   0.99999513  x   1.00031378  =   1.00030890
 TU3188
 TU3188|---------------------------------------------------------------------|
 TU3188| PID    Reference Object                     Distance      Geod. Az  |
 TU3188|                                                           dddmmss.s |
 TU3188| CN5126 ERR 2 RM 1                                         02839     |
 TU3188| TU3177 KAHOOLAWE IS BLOCKHSE LO POST       APPROX. 1.0 KM 1115915.2 |
 TU3188| CN5127 ERR 2 RM 2                                         18355     |
 TU3188|---------------------------------------------------------------------|
 TU3188
 TU3188                          SUPERSEDED SURVEY CONTROL
 TU3188
 TU3188  NAD 83(1986)-  20 31 26.49213(N)    156 41 43.48433(W) AD(       ) 2
 TU3188  OLD HI      -  20 31 37.94130(N)    156 41 53.64820(W) AD(       ) 2
 TU3188
 TU3188.Superseded values are not recommended for survey control.
 TU3188.NGS no longer adjusts projects to the OLD HI datum.
 TU3188.See file dsdata.txt to determine how the superseded data were derived.
 TU3188
 TU3188_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4031371167(NAD 83)
 TU3188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3188_SETTING: 66 = SET IN ROCK OUTCROP
 TU3188
 TU3188  HISTORY     - Date     Condition        Report By
 TU3188  HISTORY     - 1963     MONUMENTED       CGS
 TU3188
 TU3188                          STATION DESCRIPTION
 TU3188
 TU3188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3188'STATION IS LOCATED ON A SMALL, GRASSY, FLAT TOPPED KNOLL, ABOUT
 TU3188'42 METERS ABOVE MEAN SEA LEVEL, AND NEAR THE NORTHWEST CORNER OF
 TU3188'KAHOOLAWE ISLAND.  THE STATION IS ABOUT 0.4 MILE SOUTH OF THE
 TU3188'NORTHWESTERLY SHORELINE OF THE ISLAND AND ABOUT 0.2 MILE EAST OF
 TU3188'THE WESTERLY SHORELINE OF THE ISLAND.
 TU3188'
 TU3188'TO REACH THE STATION FROM THE SOUTHERLY END OF THE BEACH AT
 TU3188'SMUGGLERS COVE ON THE WEST END OF THE ISLAND, PACK CROSS-COUNTRY
 TU3188'ABOUT 1.1 MILE NORTH-NORTHWEST TO SMALL GRASSY KNOLL AND STATION.
 TU3188'
 TU3188'STATION IS LOCATED ABOUT 60 FEET SOUTH OF THE NORTH EDGE OF THE
 TU3188'KNOLL, AND ABOUT 25 FEET EAST OF THE WEST EDGE OF THE KNOLL,
 TU3188'STATION IS MARKED BY A STANDARD DISK, STAMPED ERR 2 1963,
 TU3188'CEMENTED IN A DRILL HOLE IN A 2 FOOT DIAMETER SECTION OF ROCK
 TU3188'OUTCROPPING THAT PROJECTS ABOUT 4 INCHES.
 TU3188'
 TU3188'NO UNDERGROUND MARK WAS ESTABLISHED.
 TU3188'
 TU3188'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ERR 2 NO 1
 TU3188'1963, CEMENTED IN A DRILL HOLE IN THE TOP OF A 3X2 FOOT SECTION
 TU3188'OF ROCK OUTCROPPING THAT PROJECTS ABOUT 6 INCHES.  MARK IS NORTH
 TU3188'OF THE STATION AND AT ABOUT THE SAME ELEVATION.
 TU3188'
 TU3188'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ERR 2 NO 2
 TU3188'1963, AND CEMENTED IN A DRILL HOLE IN THE TOP OF A 2.5 FOOT
 TU3188'BOULDER THAT PROJECTS ABOUT 10 INCHES.  MARK IS NEAR THE WESTERLY
 TU3188'EDGE OF THE KNOLL, SOUTH-SOUTHWEST OF THE STATION, AND AT ABOUT
 TU3188'THE SAME ELEVATION.
 TU3188'
 TU3188'NO DISTANCES WERE OBTAINED TO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1697 ***********************************************************************
 TU1697  DESIGNATION -  ESHLEMAN USE
 TU1697  PID         -  TU1697
 TU1697  STATE/COUNTY-  HI/HONOLULU
 TU1697  USGS QUAD   -  WAIANAE (1983)
 TU1697
 TU1697                         *CURRENT SURVEY CONTROL
 TU1697  ___________________________________________________________________
 TU1697* NAD 83(1993)-  21 29 29.90542(N)    158 11 22.81887(W)     ADJUSTED  
 TU1697* LOCAL TIDAL -                                                        
 TU1697  ___________________________________________________________________
 TU1697  EPOCH DATE  -        1993.62
 TU1697  LAPLACE CORR-           7.16  (seconds)                    DEFLEC99
 TU1697  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU1697
 TU1697  HORZ ORDER  -  THIRD
 TU1697
 TU1697.The horizontal coordinates were established by classical geodetic methods
 TU1697.and adjusted by the National Geodetic Survey in December 1998..
 TU1697.The horizontal coordinates are valid at the epoch date displayed above.
 TU1697.The epoch date for horizontal control is a decimal equivalence
 TU1697.of Year/Month/Day.
 TU1697
 TU1697
 TU1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1697
 TU1697.The geoid height was determined by GEOID03.
 TU1697
 TU1697;                    North         East     Units Scale Factor Converg.
 TU1697;SPC HI 3     -    35,993.084   480,345.205   MT  0.99999477   -0 04 10.2
 TU1697;UTM  04      - 2,376,777.883   583,939.635   MT  0.99968706   +0 17 48.8
 TU1697
 TU1697                          SUPERSEDED SURVEY CONTROL
 TU1697
 TU1697  NAD 83(1986)-  21 29 29.85425(N)    158 11 22.83208(W) AD(       ) 4
 TU1697  OLD HI      -  21 29 41.26000(N)    158 11 32.74000(W) AD(       ) 3
 TU1697
 TU1697.Superseded values are not recommended for survey control.
 TU1697.NGS no longer adjusts projects to the OLD HI datum.
 TU1697.See file dsdata.txt to determine how the superseded data were derived.
 TU1697
 TU1697_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8394076778(NAD 83)
 TU1697
 TU1697  HISTORY     - Date     Condition        Report By
 TU1697  HISTORY     - UNK      MONUMENTED
 TU1697  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1697
 TU1697                          STATION DESCRIPTION
 TU1697
 TU1697'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1697'STATION WAS SEARCHED FOR BUT NOT FOUND.  THIS AREA IS NOW
 TU1697'OVERGROWN WITH KIAWE TREES.  STATION IS BELIEVED TO BE
 TU1697'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2934 ***********************************************************************
 TU2934  DESIGNATION -  EVE
 TU2934  PID         -  TU2934
 TU2934  STATE/COUNTY-  HI/MAUI
 TU2934  USGS QUAD   -  MAKENA (1995)
 TU2934
 TU2934                         *CURRENT SURVEY CONTROL
 TU2934  ___________________________________________________________________
 TU2934* NAD 83(1993)-  20 38 01.41247(N)    156 27 07.84404(W)     ADJUSTED  
 TU2934* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU2934  ___________________________________________________________________
 TU2934  EPOCH DATE  -        1993.62
 TU2934  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 TU2934  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU2934
 TU2934  HORZ ORDER  -  THIRD
 TU2934
 TU2934.The horizontal coordinates were established by classical geodetic methods
 TU2934.and adjusted by the National Geodetic Survey in December 1998..
 TU2934.The horizontal coordinates are valid at the epoch date displayed above.
 TU2934.The epoch date for horizontal control is a decimal equivalence
 TU2934.of Year/Month/Day.
 TU2934
 TU2934.The orthometric height was scaled from a topographic map.
 TU2934
 TU2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2934
 TU2934.The geoid height was determined by GEOID03.
 TU2934
 TU2934;                    North         East     Units Scale Factor Converg.
 TU2934;SPC HI 2     -    33,270.189   522,353.623   MT  0.99997284   +0 04 32.1
 TU2934;UTM  04      - 2,283,693.082   765,498.831   MT  1.00047124   +0 53 54.1
 TU2934
 TU2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2934!SPC HI 2     -   0.99999694  x   0.99997284  =   0.99996978
 TU2934!UTM  04      -   0.99999694  x   1.00047124  =   1.00046818
 TU2934
 TU2934:                Primary Azimuth Mark                     Grid Az
 TU2934:SPC HI 2     -  MAUI RADIO RANGE TOWER                   103 55 12.5
 TU2934:UTM  04      -  MAUI RADIO RANGE TOWER                   103 05 50.5
 TU2934
 TU2934|---------------------------------------------------------------------|
 TU2934| PID    Reference Object                     Distance      Geod. Az  |
 TU2934|                                                           dddmmss.s |
 TU2934| TU2924 MAUI RADIO RANGE TOWER              APPROX. 0.8 KM 1035944.6 |
 TU2934| TU2898 JOE                                 APPROX. 2.9 KM 1542304.2 |
 TU2934| TU3130 MOLOKINI LIGHTHOUSE 1950            APPROX. 4.7 KM 2654846.1 |
 TU2934| TU2935 FAR                                 343.569 METERS 35042     |
 TU2934|---------------------------------------------------------------------|
 TU2934
 TU2934                          SUPERSEDED SURVEY CONTROL
 TU2934
 TU2934  NAD 83(1986)-  20 38 01.38611(N)    156 27 07.83469(W) AD(       ) 3
 TU2934  OLD HI      -  20 38 12.86000(N)    156 27 17.97700(W) AD(       ) 3
 TU2934
 TU2934.Superseded values are not recommended for survey control.
 TU2934.NGS no longer adjusts projects to the OLD HI datum.
 TU2934.See file dsdata.txt to determine how the superseded data were derived.
 TU2934
 TU2934_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6549983693(NAD 83)
 TU2934
 TU2934  HISTORY     - Date     Condition        Report By
 TU2934  HISTORY     - UNK      MONUMENTED
 TU2934  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2934
 TU2934                          STATION DESCRIPTION
 TU2934
 TU2934'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2934'STATION WAS NOT FOUND AND IS BELIEVED LOST.  A SEARCH WAS MADE
 TU2934'ON THE OLD ANGLES BUT NO MARK WAS FOUND.  STATION WAS NOT
 TU2934'PREVIOUSLY DESCRIBED AND IS BELIEVED TO HAVE BEEN ONLY MARKED
 TU2934'WITH A HYDRO SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3451 ***********************************************************************
 TU3451  DESIGNATION -  EVE
 TU3451  PID         -  TU3451
 TU3451  STATE/COUNTY-  HI/MAUI
 TU3451  USGS QUAD   -  ILIO POINT (1993)
 TU3451
 TU3451                         *CURRENT SURVEY CONTROL
 TU3451  ___________________________________________________________________
 TU3451* NAD 83(1993)-  21 11 17.69635(N)    157 14 49.27251(W)     ADJUSTED  
 TU3451* LOCAL TIDAL -                                                        
 TU3451  ___________________________________________________________________
 TU3451  EPOCH DATE  -        1993.62
 TU3451  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 TU3451  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU3451
 TU3451  HORZ ORDER  -  THIRD
 TU3451
 TU3451.The horizontal coordinates were established by classical geodetic methods
 TU3451.and adjusted by the National Geodetic Survey in December 1998..
 TU3451.The horizontal coordinates are valid at the epoch date displayed above.
 TU3451.The epoch date for horizontal control is a decimal equivalence
 TU3451.of Year/Month/Day.
 TU3451
 TU3451
 TU3451.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3451
 TU3451.The geoid height was determined by GEOID03.
 TU3451
 TU3451;                    North         East     Units Scale Factor Converg.
 TU3451;SPC HI 2     -    94,758.245   439,737.640   MT  1.00001153   -0 12 35.2
 TU3451;UTM  04      - 2,343,988.282   681,976.822   MT  1.00000924   +0 38 01.5
 TU3451
 TU3451                          SUPERSEDED SURVEY CONTROL
 TU3451
 TU3451  NAD 83(1986)-  21 11 17.65520(N)    157 14 49.22773(W) AD(       ) 4
 TU3451  OLD HI      -  21 11 29.13000(N)    157 14 59.43000(W) AD(       ) 3
 TU3451
 TU3451.Superseded values are not recommended for survey control.
 TU3451.NGS no longer adjusts projects to the OLD HI datum.
 TU3451.See file dsdata.txt to determine how the superseded data were derived.
 TU3451
 TU3451_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8197743988(NAD 83)
 TU3451
 TU3451  HISTORY     - Date     Condition        Report By
 TU3451  HISTORY     - 1925     MONUMENTED       CGS
 TU3451  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3451
 TU3451                          STATION DESCRIPTION
 TU3451
 TU3451'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3451'ON WEST COAST OF MOLOKAI, THE SOUTH EAVES OF THE ONLY HOUSE
 TU3451'ALONG PAPOHAKU BEACH.
 TU3451
 TU3451                          STATION RECOVERY (1962)
 TU3451
 TU3451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3451'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3451'AND THE AREA VISITED.  A HOUSE IS LOCATED IN THE AREA BUT IT IS
 TU3451'NOT THE ONE THAT EXISTED WHEN THE TRIANGULATION WAS
 TU3451'EXECUTED.  STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1434 ***********************************************************************
 TU1434  DESIGNATION -  EWA AIR FORCE CALIB TOWER
 TU1434  PID         -  TU1434
 TU1434  STATE/COUNTY-  HI/HONOLULU
 TU1434  USGS QUAD   -  PEARL HARBOR (1983)
 TU1434
 TU1434                         *CURRENT SURVEY CONTROL
 TU1434  ___________________________________________________________________
 TU1434* NAD 83(1993)-  21 22 09.09656(N)    157 59 17.13497(W)     ADJUSTED  
 TU1434* LOCAL TIDAL -                                                        
 TU1434  ___________________________________________________________________
 TU1434  EPOCH DATE  -        1993.62
 TU1434  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 TU1434  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1434
 TU1434  HORZ ORDER  -  THIRD
 TU1434
 TU1434.The horizontal coordinates were established by classical geodetic methods
 TU1434.and adjusted by the National Geodetic Survey in December 1998..
 TU1434.The horizontal coordinates are valid at the epoch date displayed above.
 TU1434.The epoch date for horizontal control is a decimal equivalence
 TU1434.of Year/Month/Day.
 TU1434
 TU1434
 TU1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1434
 TU1434.The geoid height was determined by GEOID03.
 TU1434
 TU1434;                    North         East     Units Scale Factor Converg.
 TU1434;SPC HI 3     -    22,423.699   501,234.889   MT  0.99999002   +0 00 15.6
 TU1434;UTM  04      - 2,363,345.769   604,909.539   MT  0.99973600   +0 22 07.5
 TU1434
 TU1434                          SUPERSEDED SURVEY CONTROL
 TU1434
 TU1434  NAD 83(1986)-  21 22 09.04576(N)    157 59 17.14515(W) AD(       ) 4
 TU1434  OLD HI      -  21 22 20.44179(N)    157 59 27.02906(W) AD(       ) 3
 TU1434
 TU1434.Superseded values are not recommended for survey control.
 TU1434.NGS no longer adjusts projects to the OLD HI datum.
 TU1434.See file dsdata.txt to determine how the superseded data were derived.
 TU1434
 TU1434_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0491063346(NAD 83)
 TU1434
 TU1434  HISTORY     - Date     Condition        Report By
 TU1434  HISTORY     - 1969     MONUMENTED       CGS
 TU1434
 TU1434                          STATION DESCRIPTION
 TU1434
 TU1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1434'THE STATION IS THE RED LIGHT ON TOP OF THE TOWER, LOCATED ABOUT
 TU1434'1.75 MILES SOUTH OF THE INTERSECTION OF WAIPIO ACCESS ROAD AND
 TU1434'FARRINGTON HIGHWAY, ABOUT 1.5 MILES SOUTH OF THE NAVY DRY DOCK,
 TU1434'AND ON WAIPIO PENNINSULA.  IT IS A 4 X 8 - FOOT SQUARE FOUR-LEGGED
 TU1434'STRUCTURE ABOUT 210 FEET HIGH BOLTED TO A CONCRETE PAD ABOUT SIX
 TU1434'INCHES THICK, WITH CALIBRATION TARGETS ON TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1650 ***********************************************************************
 TU1650  DESIGNATION -  EWA BEACH
 TU1650  PID         -  TU1650
 TU1650  STATE/COUNTY-  HI/HONOLULU
 TU1650  USGS QUAD   -  PEARL HARBOR (1983)
 TU1650
 TU1650                         *CURRENT SURVEY CONTROL
 TU1650  ___________________________________________________________________
 TU1650* NAD 83(1993)-  21 18 45.48076(N)    158 00 36.38662(W)     ADJUSTED  
 TU1650* LOCAL TIDAL -         1.6    (meters)       5.     (feet)  VERT ANG  
 TU1650  ___________________________________________________________________
 TU1650  EPOCH DATE  -        1993.62
 TU1650  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 TU1650  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1650
 TU1650  HORZ ORDER  -  FIRST
 TU1650
 TU1650.The horizontal coordinates were established by classical geodetic methods
 TU1650.and adjusted by the National Geodetic Survey in December 1998..
 TU1650.The horizontal coordinates are valid at the epoch date displayed above.
 TU1650.The epoch date for horizontal control is a decimal equivalence
 TU1650.of Year/Month/Day.
 TU1650
 TU1650.The orthometric height was determined by vertical angle observations.
 TU1650
 TU1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1650
 TU1650.The geoid height was determined by GEOID03.
 TU1650
 TU1650;                    North         East     Units Scale Factor Converg.
 TU1650;SPC HI 3     -    16,161.348   498,951.344   MT  0.99999001   -0 00 13.2
 TU1650;UTM  04      - 2,357,070.651   602,666.397   MT  0.99973025   +0 21 35.3
 TU1650
 TU1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1650!SPC HI 3     -   0.99999734  x   0.99999001  =   0.99998735
 TU1650!UTM  04      -   0.99999734  x   0.99973025  =   0.99972759
 TU1650
 TU1650:                Primary Azimuth Mark                     Grid Az
 TU1650:SPC HI 3     -  WAIPAHU MILL STACK                       001 58 57.4
 TU1650:UTM  04      -  WAIPAHU MILL STACK                       001 37 08.9
 TU1650
 TU1650|---------------------------------------------------------------------|
 TU1650| PID    Reference Object                     Distance      Geod. Az  |
 TU1650|                                                           dddmmss.s |
 TU1650| TU1614 WAIPAHU MILL STACK                  APPROX. 8.2 KM 0015844.2 |
 TU1650| TU1649 PEARL HARBOR WEST LOCH TANK         APPROX. 4.4 KM 0060715.5 |
 TU1650| CJ9442 EWA BEACH AZ MK                                    0442740.4 |
 TU1650| CJ9443 EWA BEACH RM 1                       15.360 METERS 19928     |
 TU1650| CJ9444 EWA BEACH RM 2                       19.773 METERS 29359     |
 TU1650| TU1655 EWA MILL STACK                      APPROX. 4.0 KM 3181300.1 |
 TU1650|---------------------------------------------------------------------|
 TU1650
 TU1650                          SUPERSEDED SURVEY CONTROL
 TU1650
 TU1650  NAD 83(1986)-  21 18 45.42941(N)    158 00 36.39697(W) AD(       ) 1
 TU1650  OLD HI      -  21 18 56.81079(N)    158 00 46.27699(W) AD(       ) 1
 TU1650
 TU1650.Superseded values are not recommended for survey control.
 TU1650.NGS no longer adjusts projects to the OLD HI datum.
 TU1650.See file dsdata.txt to determine how the superseded data were derived.
 TU1650
 TU1650_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0266657071(NAD 83)
 TU1650_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1650
 TU1650  HISTORY     - Date     Condition        Report By
 TU1650  HISTORY     - 1969     MONUMENTED       CGS
 TU1650
 TU1650                          STATION DESCRIPTION
 TU1650
 TU1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1650'THE STATION IS LOCATED IN THE TOWN OF EWA BEACH, ABOUT 0.3 MILE
 TU1650'SOUTH OF THE CENTER OF TOWN, IN THE SOUTH CORNER OF POHAKEA
 TU1650'SCHOOL GROUNDS.
 TU1650'
 TU1650'TO REACH FROM THE JUNCTION OF PAPIPI ROAD AND FORT WEAVER ROAD
 TU1650'(STATE HIGHWAY 76) IN EWA BEACH, GO SOUTH ON FORT WEAVER ROAD FOR
 TU1650'0.35 MILE TO A CROSSROAD OF NORTH ROAD AND FORT WEAVER ROAD, TURN
 TU1650'LEFT, NORTHERLY, ON NORTH ROAD FOR APPROXIMATELY 75 FEET TO THE
 TU1650'STATION ON THE LEFT.  CONTINUE NORTHERLY ON NORTH ROAD FOR 0.35
 TU1650'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 TU1650'
 TU1650'STATION MARK IS A STANDARD DISK STAMPED EWA BEACH 1969 SET IN
 TU1650'THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 TU1650'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS CEMENTED IN A DRILL
 TU1650'HOLE IN BEDROCK AND IS 2 FEET BELOW THE STATION MARK, IT IS 78
 TU1650'FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 76, 49.4 FEET
 TU1650'NORTHWEST OF A POWERLINE POLE, 74 FEET NORTHWEST OF THE CENTER
 TU1650'OF NORTH ROAD.
 TU1650'
 TU1650'REFERENCE MARK 1, A STANDARD DISK STAMPED EWA BEACH NO 1 1969 SET
 TU1650'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND
 TU1650'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 52.4 FEET
 TU1650'NORTHWEST OF THE CENTER OF NORTH ROAD, 33 FEET NORTH-NORTHEAST OF
 TU1650'THE CENTER OF STATE HIGHWAY 76, AND 14 FEET EAST OF A POWERLINE
 TU1650'POLE.
 TU1650'
 TU1650'REFERENCE MARK 2, A STANDARD DISK STAMPED EWA BEACH NO 2 1969,
 TU1650'SET IN DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE OF THE GROUND
 TU1650'AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 124.8 FEET
 TU1650'WEST OF THE CENTER OF NORTH ROAD, 72.4 FEET NORTHWEST OF A
 TU1650'POWERLINE POLE, 48 FEET NORTH-NORTHWEST OF THE CENTER OF STATE
 TU1650'HIGHWAY 76.
 TU1650'
 TU1650'AZIMUTH MARK, A STANDARD DISK STAMPED EWA BEACH 1969, SET IN A
 TU1650'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 TU1650'GROUND.  IT IS 27 FEET SOUTHEAST OF THE CENTER OF NORTH ROAD, 21
 TU1650'FEET SOUTHWEST OF THE CENTER OF GRAVE ROAD AND 19 FEET NORTHWEST
 TU1650'OF A CYCLONE FENCE AROUND CANAL.
 TU1650'
 TU1650'HEIGHT OF LIGHT ABOVE STATION MARK 25.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1455 ***********************************************************************
 TU1455  DESIGNATION -  EWA CHURCH RESET
 TU1455  PID         -  TU1455
 TU1455  STATE/COUNTY-  HI/HONOLULU
 TU1455  USGS QUAD   -  WAIPAHU (1983)
 TU1455
 TU1455                         *CURRENT SURVEY CONTROL
 TU1455  ___________________________________________________________________
 TU1455* NAD 83(1993)-  21 23 31.00229(N)    157 58 48.93312(W)     ADJUSTED  
 TU1455* LOCAL TIDAL -        26.5    (meters)      87.     (feet)  VERT ANG  
 TU1455  ___________________________________________________________________
 TU1455  EPOCH DATE  -        1993.62
 TU1455  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 TU1455  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU1455
 TU1455  HORZ ORDER  -  FIRST
 TU1455
 TU1455.The horizontal coordinates were established by classical geodetic methods
 TU1455.and adjusted by the National Geodetic Survey in December 1998..
 TU1455.The horizontal coordinates are valid at the epoch date displayed above.
 TU1455.The epoch date for horizontal control is a decimal equivalence
 TU1455.of Year/Month/Day.
 TU1455
 TU1455.The orthometric height was determined by vertical angle observations.
 TU1455
 TU1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1455
 TU1455.The geoid height was determined by GEOID03.
 TU1455
 TU1455;                    North         East     Units Scale Factor Converg.
 TU1455;SPC HI 3     -    24,942.858   502,047.033   MT  0.99999005   +0 00 25.9
 TU1455;UTM  04      - 2,365,869.406   605,705.435   MT  0.99973807   +0 22 19.1
 TU1455
 TU1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1455!SPC HI 3     -   0.99999337  x   0.99999005  =   0.99998342
 TU1455!UTM  04      -   0.99999337  x   0.99973807  =   0.99973144
 TU1455
 TU1455|---------------------------------------------------------------------|
 TU1455| PID    Reference Object                     Distance      Geod. Az  |
 TU1455|                                                           dddmmss.s |
 TU1455| CJ9446 EWA CHURCH RM 2                      82.680 METERS 01517     |
 TU1455| CJ9448 EWA CHURCH RM 4                       4.977 METERS 02927     |
 TU1455| TU1450 AIEA MILL STACK                     APPROX. 5.7 KM 1032820.1 |
 TU1455| TU1427 PEARL HARBOR LARGE WATER TANK       APPROX. 4.2 KM 1544116.4 |
 TU1455| TU1422 PEARL HARBOR EAST RADIO TOWER       APPROX. 5.0 KM 1564254.7 |
 TU1455| TU1429 PEARL HARBOR WEST RADIO TOWER       APPROX. 4.8 KM 1593935.9 |
 TU1455| TU1428 PEARL HARBOR SOUTH RADIO TOWER      APPROX. 5.1 KM 1601729.2 |
 TU1455| CJ9447 EWA CHURCH RM 3                       6.819 METERS 19604     |
 TU1455| TU1434 EWA AIR FORCE CALIB TOWER           APPROX. 2.6 KM 1975233.0 |
 TU1455| CJ9449 EWA CHURCH RM 5                       6.012 METERS 20641     |
 TU1455| TU1649 PEARL HARBOR WEST LOCH TANK         APPROX. 5.1 KM 2105609.5 |
 TU1455| TU1656 EWA MILL OLD STACK                  APPROX. 8.2 KM 2244302.3 |
 TU1455| TU1611 LOOKOUT TOWER                       APPROX. 3.1 KM 2253150.5 |
 TU1455| CJ9445 EWA CHURCH RM 1                       3.420 METERS 22535     |
 TU1455| TU1614 WAIPAHU MILL STACK                  APPROX. 2.9 KM 2573140.3 |
 TU1455| TU1615 WAIPAHU MILL OLD STK OAHU MILL      APPROX. 2.9 KM 2573502.9 |
 TU1455|---------------------------------------------------------------------|
 TU1455
 TU1455                          SUPERSEDED SURVEY CONTROL
 TU1455
 TU1455  NAD 83(1986)-  21 23 30.95170(N)    157 58 48.94335(W) AD(       ) 1
 TU1455  OLD HI      -  21 23 42.34997(N)    157 58 58.82931(W) AD(       ) 1
 TU1455
 TU1455.Superseded values are not recommended for survey control.
 TU1455.NGS no longer adjusts projects to the OLD HI datum.
 TU1455.See file dsdata.txt to determine how the superseded data were derived.
 TU1455
 TU1455_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0570565869(NAD 83)
 TU1455
 TU1455  HISTORY     - Date     Condition        Report By
 TU1455  HISTORY     - 1927     MONUMENTED       CGS
 TU1455  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1455  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1455  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1455  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1455  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1455
 TU1455                          STATION DESCRIPTION
 TU1455
 TU1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1455'IN THE SOUTHERN PART OF OAHU, ON A HILL NORTH OF PEARL HARBOR,
 TU1455'NORTH OF MANANA PENINSULA, JUST NORTH OF MIDDLE LOCH, ABOUT 1/2
 TU1455'MILE NORTHWEST OF PEARL CITY JUNCTION ON THE RAILROAD, AND ABOUT
 TU1455'1/4 MILE NORTH OF THE NEAREST POINT TO RAILROAD TO EWA AND
 TU1455'WAIANAE, ON A LOW RISE, IN THE SOUTHWEST CORNER OF GROUNDS OF THE
 TU1455'OLD CHURCH (NO LONGER IN EXISTENCE), NOW A GRAVEYARD, AT WAIAWA.
 TU1455'THERE IS A CONSIDERABLE GROVE OF ALGEROBA TREES AT THIS PLACE.
 TU1455'STATION IS 5 METERS SOUTHEAST OF ONE TREE, 5 METERS EAST OF WEST
 TU1455'FENCE OF GROUNDS, ALONG WHICH IS A HEDGE WITH CANE FIELDS
 TU1455'BEYOND.  ABOUT 1 MILE BEFORE REACHING WAIPAHU, ON THE MAIN ROAD
 TU1455'FROM HONOLULU, IS FOUND AN EASY BEND MARKED BY WHITEWASHED
 TU1455'STONES.  FROM THIS POINT A PRIVATE ROAD RUNS DIRECTLY TO THE
 TU1455'STATION, WHICH IS ON A BLUFF TO THE NORTHWEST OF THIS ROAD.
 TU1455'STATION MARKED BY A DEEP CROSS CUT IN A CONCRETE POST
 TU1455'PROJECTING 1 FOOT ABOVE THE GROUND.  IN 1927 THIS MARK WAS
 TU1455'FOUND AND ADDED TO BY DIGGING DOWN SOME 18 INCHES AND POURING
 TU1455'CONCRETE OVER AND AROUND OLD MARK.  A STANDARD BRONZE DISK, NOTE
 TU1455'1A, WAS THEN PLACED IN CENTER OF CROSS.  FOR REFERENCE MARKS, TWO
 TU1455'CONCRETE POSTS ABOUT 5 INCHES ON SIDE, AND CENTERED WITH CROSS IN
 TU1455'TOP, WERE SET AS FOLLOWS--NO. 1, 3.420 METERS (11.22 FEET) FROM
 TU1455'STATION, IN AZIMUTH 45 DEG 35 MIN.  NO. 2, ACROSS THE GRAVEYARD
 TU1455'TO THE NORTH, 82.680 METERS (271.26 FEET) FROM STATION IN AZIMUTH
 TU1455'195 DEG 17 MIN.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1455
 TU1455                          STATION RECOVERY (1932)
 TU1455
 TU1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CKG)
 TU1455'IN THE S PART OF OAHU, ON A LOW RISE N OF PEARL HARBOR, NW OF
 TU1455'MANANA PENINSULA, 1/4 MILE NE OF THE MOST N PART OF THE SHORE OF
 TU1455'MIDDLE LOCH, HALFWAY BETWEEN THE RAILROAD AND THE HIGHWAY, IN THE
 TU1455'SW CORNER OF AN OLD GRAVEYARD, AT WAIAWA.  WITH THE EXCEPTION OF
 TU1455'GRAVEYARD AND THE S SLOPE, THE LOW HILL IS COVERED WITH SUGAR
 TU1455'CANE.  THE HILL IS ABOUT 100 FEET HIGH AND IS NOT CONSPICUOUS.
 TU1455'WHEN APPROACHING FROM HONOLULU ON THE MAIN HIGHWAY TO WAIPAHU, THE
 TU1455'PRIVATE ROAD LEADING TO THE STATION IS ON THE S SIDE OF THE
 TU1455'HIGHWAY AND 0.8 MILE W OF PEAR CITY JUNCTION.  ABOUT 0.4
 TU1455'MILE W OF THIS PRIVATE ROAD, THE MAIN HIGHWAY BRANCHES.  ONE
 TU1455'LEADS TO SCHOFIELD AND THE OTHER TO WAIPAHU.  THE STATION
 TU1455'IS 1/4 MILE S OF THE MAIN HIGHWAY.
 TU1455'
 TU1455'IN 1927 TWO CONCRETE POST REFERENCE MARKS (EACH POST ABOUT 5
 TU1455'INCHES ON SIDE AND CENTERED WITH CROSS IN TOP) WERE SET AS
 TU1455'FOLLOWS--NO. 1, 3.420 METERS (11.22 FEET) FROM STATION IN AZIMUTH
 TU1455'45 DEG 35 MIN.  NO. 2, ACROSS THE GRAVEYARD TO THE N, 82.680
 TU1455'METERS (271.26 FEET) FROM STATION IN AZIMUTH 195 DEG 17 MIN.
 TU1455'
 TU1455'THE STATION IS MARKED ACCORDING TO NOTE 14A.
 TU1455
 TU1455                          STATION RECOVERY (1960)
 TU1455
 TU1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1455'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  REFERENCE MARKS 3
 TU1455'AND 4 WERE ESTABLISHED BY THIS PARTY.  FOLLOWING IS A NEW ROUTING
 TU1455'TO THE STATION AND DESCRIPTION OF THE REFERENCE MARKS.
 TU1455'
 TU1455'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 99 IN THE
 TU1455'NORTH EDGE OF PEARL CITY, GO WESTERLY ON STATE HIGHWAY 90 FOR 0.2
 TU1455'MILE TO A U-TURN ON THE LEFT, TURN SHARP LEFT, EASTERLY ON STATE
 TU1455'HIGHWAY 90 FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK MACADAM
 TU1455'ROAD FOR 0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, WESTERLY ON
 TU1455'GRADED ROAD FOR 0.3 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.1
 TU1455'MILE TO THE END OF THE ROAD AND STATION ON THE LEFT.
 TU1455'
 TU1455'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EWA CHURCH NO 3 1927,
 TU1455'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE
 TU1455'GROUND SURFACE.  IT IS 23 FEET SOUTHEAST OF THE CENTER OF THE END
 TU1455'OF THE ROAD.
 TU1455'
 TU1455'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED EWA CHURCH NO 4 1927,
 TU1455'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE
 TU1455'GROUND SURFACE.  IT IS 35 FEET EAST OF THE CENTER OF THE ROAD.
 TU1455
 TU1455                          STATION RECOVERY (1963)
 TU1455
 TU1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1455'STATION MARK AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN
 TU1455'GOOD CONDITION.  THESE TWO REFERENCE MARKS WERE ESTABLISHED IN
 TU1455'1960.  THE ORIGINAL EFERENCE MARKS HAVE BEEN DESTROYED.  A PIECE
 TU1455'OF IRON PIPE WAS FOUND DRIVEN INTO THE GROUND AT THE DISTANCE AND
 TU1455'ANGLE OF R.M. NO. 1.  THE NORTHEAST SIDE OF THE STATION BLUFF HAS
 TU1455'BEEN CUT OFF TO WITHIN A SHORT DISTANCE OF THE STATION, AND
 TU1455'R.M. NO. 2 WAS PROBABLY DESTROYED AT THAT TIME.  A COMPLETE
 TU1455'DESCRIPTION FOLLOWS--
 TU1455'
 TU1455'STATION IS LOCATED ABOUT 3/4 MILE WEST OF PEARL CITY, AT THE
 TU1455'SOUTHEAST CORNER OF A SUGAR CANE FIELD, AT ABOUT 86 FEET ELEVATION,
 TU1455'ALONG THE NORTHEAST SIDE OF AN OLD, TRACK ROAD, ON A BLUFF THAT IS
 TU1455'COVERED WITH A DENSE GROWTH OF KOA AND ALSO HAS A FEW LARGE KEAWE
 TU1455'TREES JUST NORTHWEST OF THE STATION.
 TU1455'
 TU1455'TO REACH STATION FROM THE TRAFFIC LIGHT AT INTERSECTION OF LEHUA
 TU1455'AVE. AND STATE HIGHWAY 90 IN PEARL CITY, GO WESTERLY ON STATE
 TU1455'HIGHWAY 90 FOR 0.8 MILE.  TURN LEFT, CROSSING OVER ONTO EASTBOUND
 TU1455'LANES OF STATE HIGHWAY 90, AND GO EAST 0.15 MILE.  TAKE RIGHT FORK
 TU1455'AND FOLLOW WAIAWA STREET AROUND BASE OF BLUFF FOR 0.55 MILE.
 TU1455'TURN SHARP RIGHT ONTO CANE FIELD ROAD AND GO UPGRADE FOR 0.1 MILE
 TU1455'TO SIDE ROAD RIGHT, AT SOUTHEAST CORNER OF FIELD.  TURN SHARP RIGHT
 TU1455'AND GO 0.05 MILE TO STATION ON LEFT.
 TU1455'
 TU1455'STATION MARK IS A STANDARD DISK, STAMPED EWA CHURCH 1927, SET IN
 TU1455'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 TU1455'INCHES.  IT IS 6 FEET WEST OF OLD, RAILROAD-TIE FENCE LINE, 23
 TU1455'FEET SOUTHEAST OF CENTER LINE OF TRACK ROAD, 42 FEET NORTHWEST
 TU1455'OF EDGE OF CUTBANK, AND ABOUT 80 YARDS SOUTHEAST OF CORNER OF
 TU1455'CANE FIELD.  A TYPE A HAWAIIAN TERRITORIAL SURVEY SIGNAL IS
 TU1455'CENTERED OVER THE STATION MARK, THE CONCRETE FLOOR BEING 4
 TU1455'FEET ABOVE GROUND.  A RED AND WHITE, METAL TARGET EXTENDS 8
 TU1455'FEET ABOVE THE FLOOR.
 TU1455'
 TU1455'REFERENCE MARK NUMBER THREE IS A STANDARD DISK, STAMPED EWA
 TU1455'CHURCH NO 3 1927, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU1455'MONUMENT FLUSH WITH GROUND.  IT IS 20 FEET SOUTHEAST OF PRESENT
 TU1455'END OF TRACK ROAD, IN CENTER OF THE BRUSH-COVERED CONTINUATION OF
 TU1455'THE ROAD, AND ABOUT 4 FEET LOWER THAN STATION MARK.
 TU1455'
 TU1455'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK, STAMPED EWA CHURCH
 TU1455'NO 4 1927, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 TU1455'THAT IS 1 INCH BELOW GROUND LEVEL, AND 35 FEET SOUTHEAST OF CENTER
 TU1455'LINE OF ROAD.
 TU1455
 TU1455                          STATION RECOVERY (1969)
 TU1455
 TU1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1455'STATION MARK AND REFERENCE MARK 4 WERE RECOVERED AND FOUND IN
 TU1455'GOOD CONDITION.  REFERENCE MARK 3 HAS BEEN DESTROYED AND A NEW
 TU1455'REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME.  FOLLOWING IS A
 TU1455'NEW AND COMPLETE DESCRIPTION--
 TU1455'
 TU1455'STATION IS LOCATED ABOUT 3/4 MILE WEST OF PEARL CITY AND ON THE
 TU1455'SOUTHEAST POINT OF A LOW RIDGE AND NEAR THE SOUTHEAST CORNER OF A
 TU1455'SUGAR CANE FIELD.
 TU1455'
 TU1455'TO REACH FROM THE INTERSECTIION OF WAIMANO HOME ROAD AND STATE
 TU1455'HIGHWAY 90 IN THE NORTH EDGE OF PEARL CITY, GO WESTERLY ON STATE
 TU1455'HIGHWAY 90 FOR 0.8 MILE TO FORK IN THE HIGHWAY, KEEP LEFT AND
 TU1455'CONTINUE WESTERLY ON THE HIGHWAY FOR 0.15 MILE TO A ROAD LEADING
 TU1455'TO THE EAST BOUND LANE OF THE HIGHWAY, GO EAST ON THE HIGHWAY FOR
 TU1455'0.15 MILE TO WAIAWA STREET ON THE RIGHT, TURN RIGHT AND GO
 TU1455'SOUTHERLY ON WAIAWA STREET FOR 0.1 MILE THEN RIGHT CROSSING
 TU1455'CONSTRUCTION AREA FOR 0.1 MILE TO A TRACK ROAD LEADING UP
 TU1455'CUTBANK, FOLLOW TRACK ROAD SOUTHWESTERLY FOR 0.15 MILE TO THE
 TU1455'SOUTHEAST EDGE OF A SUGAR CANE FIELD AND THE STATION ON THE
 TU1455'LEFT.  NOTE--THIS DESCRIPTIONS TO REACH WILL BE INADEQUATE IN
 TU1455'THE NEAR FUTURE DUE TO THE ROAD CONSTRUCTION IN THE AREA.
 TU1455'
 TU1455'STATION MARK IS A STANDARD DISK, STAMPED EWA CHURCH 1927, SET IN
 TU1455'THE TOP OF A 12-INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 8
 TU1455'INCHES ABOVE THE GROUND SURFACE.  A TYPE A HAWAIIAN TERRITORIAL
 TU1455'SIGNAL IS CENTERED OVER THE MARK AND THE CONCRETE FLOOR OF THE
 TU1455'SIGNAL PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.  IT IS
 TU1455'40.0 FEET SOUTHWEST OF A CUTBANK AND 27.0 FEET EAST OF THE
 TU1455'CENTER OF A TRACK ROAD.
 TU1455'
 TU1455'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED EWA CHURCH NO 4 1927,
 TU1455'SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT WHICH IS FLUSH WITH
 TU1455'THE GROUND SURFACE.  IT IS 37.0 FEET EAST OF THE CENTER OF THE
 TU1455'TRACK ROAD AND 31.0 FEET WEST OF THE CUTBANK.
 TU1455'
 TU1455'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED EWA CHURCH 1873 1927
 TU1455'NO 5 1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 TU1455'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 TU1455'46.0 FEET SOUTHWEST OF THE CUTBANK AND 10.0 FEET EAST OF THE
 TU1455'CENTER OF THE TRACK ROAD.
 TU1455'
 TU1455'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO VEGETATION AND THE
 TU1455'LOCATION OF THE MARKS.
 TU1455'
 TU1455'HEIGHT OF LIGHT ABOVE STATION MARK 9.5 FEET.
 TU1455'
 TU1455'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1455'3/4 MILE WEST OF PEARL CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1654 ***********************************************************************
 TU1654  DESIGNATION -  EWA IMM CON CATH CH CROSS
 TU1654  PID         -  TU1654
 TU1654  STATE/COUNTY-  HI/HONOLULU
 TU1654  USGS QUAD   -  EWA (1983)
 TU1654
 TU1654                         *CURRENT SURVEY CONTROL
 TU1654  ___________________________________________________________________
 TU1654* NAD 83(1993)-  21 20 35.72214(N)    158 02 04.82829(W)     ADJUSTED  
 TU1654* LOCAL TIDAL -                                                        
 TU1654  ___________________________________________________________________
 TU1654  EPOCH DATE  -        1993.62
 TU1654  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 TU1654  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU1654
 TU1654  HORZ ORDER  -  THIRD
 TU1654
 TU1654.The horizontal coordinates were established by classical geodetic methods
 TU1654.and adjusted by the National Geodetic Survey in December 1998..
 TU1654.The horizontal coordinates are valid at the epoch date displayed above.
 TU1654.The epoch date for horizontal control is a decimal equivalence
 TU1654.of Year/Month/Day.
 TU1654
 TU1654
 TU1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1654
 TU1654.The geoid height was determined by GEOID03.
 TU1654
 TU1654;                    North         East     Units Scale Factor Converg.
 TU1654;SPC HI 3     -    19,552.251   496,403.218   MT  0.99999016   -0 00 45.4
 TU1654;UTM  04      - 2,360,444.422   600,097.471   MT  0.99972381   +0 21 04.9
 TU1654
 TU1654                          SUPERSEDED SURVEY CONTROL
 TU1654
 TU1654  NAD 83(1986)-  21 20 35.67066(N)    158 02 04.83929(W) AD(       ) 4
 TU1654  OLD HI      -  21 20 47.05555(N)    158 02 14.71770(W) AD(       ) 3
 TU1654
 TU1654.Superseded values are not recommended for survey control.
 TU1654.NGS no longer adjusts projects to the OLD HI datum.
 TU1654.See file dsdata.txt to determine how the superseded data were derived.
 TU1654
 TU1654_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0009760444(NAD 83)
 TU1654
 TU1654  HISTORY     - Date     Condition        Report By
 TU1654  HISTORY     - 1969     MONUMENTED       CGS
 TU1654
 TU1654                          STATION DESCRIPTION
 TU1654
 TU1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1654'THE STATION IS THE TOP OF THE CROSS ON TOP OF THE BELL
 TU1654'TOWER.  LOCATED IN EWA ALONG THE NORTH SIDE OF THE ROAD AND IS
 TU1654'ABOUT 70 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1656 ***********************************************************************
 TU1656  DESIGNATION -  EWA MILL OLD STACK
 TU1656  PID         -  TU1656
 TU1656  STATE/COUNTY-  HI/HONOLULU
 TU1656  USGS QUAD   -  EWA (1983)
 TU1656
 TU1656                         *CURRENT SURVEY CONTROL
 TU1656  ___________________________________________________________________
 TU1656* NAD 83(1993)-  21 20 22.27625(N)    158 02 08.36048(W)     ADJUSTED  
 TU1656* LOCAL TIDAL -                                                        
 TU1656  ___________________________________________________________________
 TU1656  EPOCH DATE  -        1993.62
 TU1656  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 TU1656  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU1656
 TU1656  HORZ ORDER  -  THIRD
 TU1656
 TU1656.The horizontal coordinates were established by classical geodetic methods
 TU1656.and adjusted by the National Geodetic Survey in December 1998..
 TU1656.The horizontal coordinates are valid at the epoch date displayed above.
 TU1656.The epoch date for horizontal control is a decimal equivalence
 TU1656.of Year/Month/Day.
 TU1656
 TU1656
 TU1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1656
 TU1656.The geoid height was determined by GEOID03.
 TU1656
 TU1656;                    North         East     Units Scale Factor Converg.
 TU1656;SPC HI 3     -    19,138.737   496,301.349   MT  0.99999017   -0 00 46.7
 TU1656;UTM  04      - 2,360,030.379   599,998.257   MT  0.99972357   +0 21 03.4
 TU1656
 TU1656                          SUPERSEDED SURVEY CONTROL
 TU1656
 TU1656  NAD 83(1986)-  21 20 22.22368(N)    158 02 08.37162(W) AD(       ) 4
 TU1656  OLD HI      -  21 20 33.59900(N)    158 02 18.25800(W) AD(       ) 3
 TU1656
 TU1656.Superseded values are not recommended for survey control.
 TU1656.NGS no longer adjusts projects to the OLD HI datum.
 TU1656.See file dsdata.txt to determine how the superseded data were derived.
 TU1656
 TU1656_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9999860030(NAD 83)
 TU1656
 TU1656  HISTORY     - Date     Condition        Report By
 TU1656  HISTORY     - 1925     MONUMENTED       CGS
 TU1656  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1656  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1656
 TU1656                          STATION DESCRIPTION
 TU1656
 TU1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1656'IN S OAHU, W OF PEARL HARBOR, AT THE EWA PLANTATION SUGAR MILL,
 TU1656'THE SMALLER AND LOWER OF TWO STACKS.  IT IS DARK COLORED.
 TU1656
 TU1656                          STATION RECOVERY (1956)
 TU1656
 TU1656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1656'IN S. OAHU, W. OF PEARL HARBOR, IN THE TOWN OF EWA, AT THE EWA
 TU1656'PLANTATION SUGAR MILL, THE SMALLER AND LOWER OF TWO STACKS.  IT
 TU1656'IS PAINTED ALTERNATING ORANGE AND WHITE STRIPES WITH AN OPEN
 TU1656'LADDER ON SW SIDE.
 TU1656
 TU1656                          STATION RECOVERY (1964)
 TU1656
 TU1656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1656'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE NORTH ONE OF
 TU1656'TWO SIMILAR-APPEARING STACKS AT THE EWA PLANTATION SUGAR MILL AND
 TU1656'IS THE LOWER AND SMALLER OF THE TWO.  THE STACK RISES FROM THE
 TU1656'CENTER OF A LOWER, METAL-ROOFED BUILDING EXTENDING SOUTHEAST FROM
 TU1656'THE MAIN LARGE MILL BUILDING.  BOTH STACKS ARE PAINTED ALTERNATE
 TU1656'RED AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1655 ***********************************************************************
 TU1655  DESIGNATION -  EWA MILL STACK
 TU1655  PID         -  TU1655
 TU1655  STATE/COUNTY-  HI/HONOLULU
 TU1655  USGS QUAD   -  EWA (1983)
 TU1655
 TU1655                         *CURRENT SURVEY CONTROL
 TU1655  ___________________________________________________________________
 TU1655* NAD 83(1993)-  21 20 21.29365(N)    158 02 07.77684(W)     ADJUSTED  
 TU1655* LOCAL TIDAL -                                                        
 TU1655  ___________________________________________________________________
 TU1655  EPOCH DATE  -        1993.62
 TU1655  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 TU1655  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU1655
 TU1655  HORZ ORDER  -  THIRD
 TU1655
 TU1655.The horizontal coordinates were established by classical geodetic methods
 TU1655.and adjusted by the National Geodetic Survey in December 1998..
 TU1655.The horizontal coordinates are valid at the epoch date displayed above.
 TU1655.The epoch date for horizontal control is a decimal equivalence
 TU1655.of Year/Month/Day.
 TU1655
 TU1655
 TU1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1655
 TU1655.The geoid height was determined by GEOID03.
 TU1655
 TU1655;                    North         East     Units Scale Factor Converg.
 TU1655;SPC HI 3     -    19,108.512   496,318.159   MT  0.99999017   -0 00 46.5
 TU1655;UTM  04      - 2,360,000.270   600,015.254   MT  0.99972361   +0 21 03.6
 TU1655
 TU1655                          SUPERSEDED SURVEY CONTROL
 TU1655
 TU1655  NAD 83(1986)-  21 20 21.24234(N)    158 02 07.78756(W) AD(       ) 4
 TU1655  OLD HI      -  21 20 32.62543(N)    158 02 17.67002(W) AD(       ) 3
 TU1655
 TU1655.Superseded values are not recommended for survey control.
 TU1655.NGS no longer adjusts projects to the OLD HI datum.
 TU1655.See file dsdata.txt to determine how the superseded data were derived.
 TU1655
 TU1655_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0001560000(NAD 83)
 TU1655
 TU1655  HISTORY     - Date     Condition        Report By
 TU1655  HISTORY     - UNK      MONUMENTED
 TU1655  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1655  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1655  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1655
 TU1655                          STATION DESCRIPTION
 TU1655
 TU1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1655'IN S OAHU, W OF PEARL HARBOR, AT THE EWA PLANTATION SUGAR MILL,
 TU1655'THE LARGER AND HIGHER OF TWO STACKS.  IT IS LIGHT GRAY IN COLOR,
 TU1655'WITH BLACK BAND AT TOP.
 TU1655
 TU1655                          STATION RECOVERY (1964)
 TU1655
 TU1655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1655'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE SOUTH ONE OF
 TU1655'TWO SIMILAR-APPEARING STACKS AT THE EWA PLANTATION SUGAR MILL AND
 TU1655'IS THE LARGER AND HIGHER OF THE TWO.  IT SETS AT THE SOUTHWEST SIDE
 TU1655'OF A LOWER, METAL-ROOFED BUILDING EXTENDING SOUTHEAST FROM THE
 TU1655'MAIN LARGE MILL BUILDING.  BOTH STACKS ARE PAINTED ALTERNATE RED
 TU1655'AND WHITE.
 TU1655
 TU1655                          STATION RECOVERY (1973)
 TU1655
 TU1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 TU1655'THE EWA MILL STACK 1925 WAS RECOVERED AND FOUND TO BE INTACT.  IT
 TU1655'IS THE HIGHER OF TWO CHIMNEYS OF THE EWA SUGAR MILL.  IT IS LOCATED
 TU1655'IN THE CENTER OF THE TOWN OF EWA.  IT IS PAINTED ALTERNATELY RED
 TU1655'AND WHITE.
 TU1655'
 TU1655'THE POINT INTERSECTED WAS THE CENTER OF MASS AT THE TOP OF THE
 TU1655'CHIMNEY.
 TU1655'
 TU1655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1655'LOCATED IN THE TOWNSHIP OF EWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1988 ***********************************************************************
 TU1988  DESIGNATION -  EX RESET
 TU1988  PID         -  TU1988
 TU1988  STATE/COUNTY-  HI/KAUAI
 TU1988  USGS QUAD   -  HAENA (1983)
 TU1988
 TU1988                         *CURRENT SURVEY CONTROL
 TU1988  ___________________________________________________________________
 TU1988* NAD 83(1993)-  22 10 28.83320(N)    159 36 35.16105(W)     ADJUSTED  
 TU1988* LOCAL TIDAL -      1221.     (meters)    4006.     (feet)  SCALED    
 TU1988  ___________________________________________________________________
 TU1988  EPOCH DATE  -        1993.62
 TU1988  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 TU1988  GEOID HEIGHT-          16.45  (meters)                     GEOID03
 TU1988
 TU1988  HORZ ORDER  -  THIRD
 TU1988
 TU1988.The horizontal coordinates were established by classical geodetic methods
 TU1988.and adjusted by the National Geodetic Survey in December 1998..
 TU1988.The horizontal coordinates are valid at the epoch date displayed above.
 TU1988.The epoch date for horizontal control is a decimal equivalence
 TU1988.of Year/Month/Day.
 TU1988
 TU1988.The orthometric height was scaled from a topographic map.
 TU1988
 TU1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1988
 TU1988.The geoid height was determined by GEOID03.
 TU1988
 TU1988;                    North         East     Units Scale Factor Converg.
 TU1988;SPC HI 4     -    37,800.689   488,679.270   MT  0.99999158   -0 02 29.1
 TU1988;UTM  04      - 2,452,287.595   437,135.857   MT  0.99964883   -0 13 48.6
 TU1988
 TU1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1988!SPC HI 4     -   0.99980556  x   0.99999158  =   0.99979714
 TU1988!UTM  04      -   0.99980556  x   0.99964883  =   0.99945445
 TU1988
 TU1988|---------------------------------------------------------------------|
 TU1988| PID    Reference Object                     Distance      Geod. Az  |
 TU1988|                                                           dddmmss.s |
 TU1988| CJ9452 EX WM 3                               0.792 METERS 09436     |
 TU1988| CJ9450 EX WM 1                               0.853 METERS 18436     |
 TU1988| CJ9451 EX WM 2                               2.012 METERS 27739     |
 TU1988|---------------------------------------------------------------------|
 TU1988
 TU1988                          SUPERSEDED SURVEY CONTROL
 TU1988
 TU1988  NAD 83(1986)-  22 10 28.79020(N)    159 36 35.19258(W) AD(       ) 3
 TU1988  OLD HI      -  22 10 40.12100(N)    159 36 45.26700(W) AD(       ) 3
 TU1988
 TU1988.Superseded values are not recommended for survey control.
 TU1988.NGS no longer adjusts projects to the OLD HI datum.
 TU1988.See file dsdata.txt to determine how the superseded data were derived.
 TU1988
 TU1988_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3713652288(NAD 83)
 TU1988
 TU1988  HISTORY     - Date     Condition        Report By
 TU1988  HISTORY     - 1910     MONUMENTED       CGS
 TU1988  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1988
 TU1988                          STATION DESCRIPTION
 TU1988
 TU1988'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1988'ON A HILL IN THE MIDDLE OF THE NA PALI DISTRICT, AND ABOUT 2
 TU1988'MILES NORTH OF PIHEA.  FROM THIS HILL THE RIDGE DROPS ABRUPTLY
 TU1988'SOME 500 FEET, THEN CONTINUES OUT AT THIS LOWER LEVEL FOR A MILE
 TU1988'OR SO TO THE PALI AT THE COAST.  STATION IS ON THE HIGHEST AND
 TU1988'MOST NORTHERN PART OF THE SUMMIT, AND IS ABOUT 25 METERS NORTH OF
 TU1988'SPOT OF BARE SOFT RED ROCK.  IT IS APPROACHED BY THE TRAIL FROM
 TU1988'THE BARE SOFT RED ROCK.  IT IS APPROACHED BY THE TRAIL FROM THE
 TU1988'KAUNUOHUA RIDGE LEADING DOWN TO AND PAST NA.  MARKED BY A
 TU1988'BOTTLE SET IN THE CLAY FROM WHICH THE TOP SOIL HAS BEEN
 TU1988'STRIPPED.  REFERENCE MARKS ARE AS FOLLOWS--NO. 1, IRON
 TU1988'ROD, 3/4 BY 15 INCHES, DRIVEN IN CLEARED EARTH WITH 2
 TU1988'INCHES PROJECTING, DISTANT 2.8 FEET, IN AZIMUTH 105 DEG.  NO. 2, 5
 TU1988'NAILS DRIVEN IN THE TOP OF AN 8-INCH LIHUE STUMP, 3 FEET
 TU1988'HIGH, DISTANT 6.6 FEET, IN AZIMUTH 198 DEG.  NO. 3, IRON ROD 3/4
 TU1988'BY 15 INCHES DRIVEN IN CLEARED EARTH WITH 2 INCHES
 TU1988'PROJECTING, DISTANT 2.8 FEET, IN AZIMUTH 15 DEG.
 TU1988
 TU1988                          STATION RECOVERY (1966)
 TU1988
 TU1988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1988'THE BOTTLE MARKING THE STATION WAS RECOVERED IN GOOD
 TU1988'CONDITION.  BOTH IRON ROD REFERENCE RODS WERE RECOVERED IN GOOD
 TU1988'CONDITION, HOWEVER NO. 1 WAS ABOUT 180 DEG OFF FROM PLUBLISHED
 TU1988'AZIMUTH.  ONE NAIL OF REFERENCE POINT 2 WAS FOUND REMAINING IN THE
 TU1988'OLD STUMP.  A BARE PATCH STILL REMAINS WHERE VEGETATION AND HUMUS
 TU1988'HAD BEEN REMOVED, AND THE SPOT OF BARE RED DIRT MENTIONED IN OLD
 TU1988'DESCRIPTION, ABOUT 25 METERS SOUTH, WAS FOUND.  STATION WAS
 TU1988'RE-MARKED WITH A STANDARD DISK, AND 1 REFERENCE DISK WAS SET.
 TU1988'A COMPLETE DESCRIPTION FOLLOWS--
 TU1988'
 TU1988'STATION IS LOCATED IN NORTHWEST PART OF KAUAI, ABOUT 4-1/2 MILES
 TU1988'NORTHEAST OF KOKEE PARK HEADQUARTERS, AT ABOUT 4004 FEET
 TU1988'ELEVATION, ON LAST HIGH POINT BEFORE RIDGE DROPS DOWN ABRUPTLY TO
 TU1988'NORTH, ALONG A WINDING, NORTH-SOUTH RIDGE, AND ON THE HIGHEST AND
 TU1988'MOST NORTHERN PART OF THE NARROW WINDING SUMMIT OF THE HILL.
 TU1988'
 TU1988'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO NORTHERLY
 TU1988'ON MAIN ROAD FOR 2.5 MILES.  TAKE RIGHT FORK AT RADAR STATION,
 TU1988'AND GO 0.2 MILE.  TAKE DIRT RIGHT FORK, AT ENTRANCE TO KALALAU
 TU1988'LOOKOUT PARKING AREA, AND GO EAST 2.0 MILES TO END OF
 TU1988'ROAD.  PACK EASTERLY ON TRAIL ALONG RIDGE FOR ABOUT 1/2-MILE
 TU1988'TO SECOND HILL PAST STATION PIHEA.  LEAVE TRAIL AND GO NORTHERLY
 TU1988'ON NARROW WINDING RIDGE FOR ABOUT 1-1/2 MILES TO STATION
 TU1988'NA.  CONTINUE ALONG RIDGE FOR ABOUT 3/4-MILE TO STATION.
 TU1988'
 TU1988'STATION MARK IS A STANDARD DISK STAMPED EX 1910 1966,
 TU1988'SECURED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET IN CEMENT AND
 TU1988'PROJECTS 3 INCHES.  IT IS AT THE NORTHERLY END OF THE 6 X 15-FOOT
 TU1988'BARE PATCH.
 TU1988'
 TU1988'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EX 1910 NO
 TU1988'1 1966, SECURED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS
 TU1988'3 INCHES AND IS ABOUT 6 INCHES HIGHER THAN STATION MARK.
 TU1988'
 TU1988'REFERENCE ROD 1 IS A 3/4-INCH DIAMETER IRON ROD DRIVEN FLUSH
 TU1988'WITH GROUND SURFACE, IN MOSS PATCH AT WEST SIDE OF A CLUMP OF
 TU1988'TREES, AND ABOUT 3 INCHES HIGHER THAN STATION MARK.
 TU1988'
 TU1988'REFERENCE ROD 3 IS A 3/4-INCH DIAMETER IRON ROD, WITH ABOUT 2
 TU1988'INCHES PROJECTING FROM GROUND AND RUSTED TO A POINT.  IT IS 15
 TU1988'INCHES EAST OF REFERENCE MARK NUMBER ONE AND ABOUT 1 FOOT HIGHER
 TU1988'THAN STATION MARK.
 TU1988'
 TU1988'NOTE--A 3-1/2-HR. PACK AFTER TRAIL HAS BEEN CLEARED, ABOUT 2
 TU1988'DAYS REQUIRED TO CLEAR TRAIL.  A 4-WHEEL-DRIVE VEHICLE IS REQUIRED
 TU1988'FOR THE LAST 2 MILES ALONG THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0424 ***********************************************************************
 TU0424  DESIGNATION -  F
 TU0424  PID         -  TU0424
 TU0424  STATE/COUNTY-  HI/HONOLULU
 TU0424  USGS QUAD   -  HONOLULU (1983)
 TU0424
 TU0424                         *CURRENT SURVEY CONTROL
 TU0424  ___________________________________________________________________
 TU0424* NAD 83(1986)-  21 17 13.     (N)    157 47 41.     (W)     SCALED    
 TU0424* LOCAL TIDAL -        85.248  (meters)     279.68   (feet)  ADJ UNCH  
 TU0424  ___________________________________________________________________
 TU0424  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU0424
 TU0424  VERT ORDER  -  FIRST     CLASS II
 TU0424
 TU0424.The horizontal coordinates were scaled from a topographic map and have
 TU0424.an estimated accuracy of +/- 6 seconds.
 TU0424
 TU0424.The orthometric height was key entered from printed documents
 TU0424.and not key verified.
 TU0424
 TU0424.The geoid height was determined by GEOID03.
 TU0424
 TU0424;                    North         East    Units  Estimated Accuracy
 TU0424;SPC HI 3     -    13,330.      521,300.      MT  (+/- 180 meters Scaled)
 TU0424
 TU0424                          SUPERSEDED SURVEY CONTROL
 TU0424
 TU0424.No superseded survey control is available for this station.
 TU0424
 TU0424_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ250543(NAD 83)
 TU0424_MARKER: DD = SURVEY DISK
 TU0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0424+STABILITY: SURFACE MOTION
 TU0424
 TU0424  HISTORY     - Date     Condition        Report By
 TU0424  HISTORY     - UNK      MONUMENTED
 TU0424  HISTORY     - 1962     GOOD             NGS
 TU0424  HISTORY     - 19990527 GOOD             USPSQD
 TU0424
 TU0424                          STATION DESCRIPTION
 TU0424
 TU0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0424'IN HONOLULU.
 TU0424'ABOUT 3-1/2 MILES AIRLINE EAST-SOUTHEAST OF THE FEDERAL BUILDING IN
 TU0424'HONOLULU, IN THE WILHELMINA RISE DISTRICT.  AT THE INTERSECTION OF THE
 TU0424'CENTERLINES OF WILHELMINA RISE STREET AND PUKALANI PL., AND IN LINE
 TU0424'WITH THE SOUTH SIDE OF THE DRIVEWAY OF THE HOME AT 1504 WILHELMINA
 TU0424'RISE.  THE TOP OF A BRASS ROD PROJECTING ABOUT 1 INCH FROM THE TOP OF
 TU0424'A 3-INCH-DIAMETER, CONCRETE POST SET BELOW STREET SURFACE. ACCESS TO
 TU0424'THE MARK IS HAD THROUGH A 7-INCH-DIAMETER, CAST-IRON COVER WITH C AND
 TU0424'C AND STREET SURVEY MONUMENT EMBOSSED ON TOP.
 TU0424
 TU0424                          STATION RECOVERY (1999)
 TU0424
 TU0424'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0442 ***********************************************************************
 TU0442  DESIGNATION -  F 10
 TU0442  PID         -  TU0442
 TU0442  STATE/COUNTY-  HI/HONOLULU
 TU0442  USGS QUAD   -  PEARL HARBOR (1983)
 TU0442
 TU0442                         *CURRENT SURVEY CONTROL
 TU0442  ___________________________________________________________________
 TU0442* NAD 83(1993)-  21 19 05.35804(N)    157 55 47.05986(W)     ADJUSTED  
 TU0442* LOCAL TIDAL -         2.885  (meters)       9.47   (feet)  ADJ UNCH  
 TU0442  ___________________________________________________________________
 TU0442  EPOCH DATE  -        1993.62
 TU0442  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 TU0442  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU0442
 TU0442  HORZ ORDER  -  SECOND
 TU0442  VERT ORDER  -  SECOND    CLASS 0
 TU0442
 TU0442.The horizontal coordinates were established by classical geodetic methods
 TU0442.and adjusted by the National Geodetic Survey in December 1998..
 TU0442.The horizontal coordinates are valid at the epoch date displayed above.
 TU0442.The epoch date for horizontal control is a decimal equivalence
 TU0442.of Year/Month/Day.
 TU0442
 TU0442.The orthometric height was key entered from printed documents
 TU0442.and not key verified.
 TU0442
 TU0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0442
 TU0442.The geoid height was determined by GEOID03.
 TU0442
 TU0442;                    North         East     Units Scale Factor Converg.
 TU0442;SPC HI 3     -    16,774.276   507,289.416   MT  0.99999066   +0 01 32.0
 TU0442;UTM  04      - 2,357,736.305   610,998.336   MT  0.99975225   +0 23 20.9
 TU0442
 TU0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0442!SPC HI 3     -   0.99999711  x   0.99999066  =   0.99998777
 TU0442!UTM  04      -   0.99999711  x   0.99975225  =   0.99974937
 TU0442
 TU0442                          SUPERSEDED SURVEY CONTROL
 TU0442
 TU0442  NAD 83(1986)-  21 19 05.30730(N)    157 55 47.06918(W) AD(       ) 2
 TU0442  OLD HI      -  21 19 16.69523(N)    157 55 56.94889(W) AD(       ) 2
 TU0442
 TU0442.Superseded values are not recommended for survey control.
 TU0442.NGS no longer adjusts projects to the OLD HI datum.
 TU0442.See file dsdata.txt to determine how the superseded data were derived.
 TU0442
 TU0442_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1099857736(NAD 83)
 TU0442_MARKER: DB = BENCH MARK DISK
 TU0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0442_SP_SET: CULVERT
 TU0442_STAMPING: F 10 1966
 TU0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0442+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 TU0442
 TU0442  HISTORY     - Date     Condition        Report By
 TU0442  HISTORY     - 1969     MONUMENTED       CGS
 TU0442  HISTORY     - 1969     GOOD             NGS
 TU0442  HISTORY     - 20040330 GOOD             GEOCAC
 TU0442
 TU0442                          STATION DESCRIPTION
 TU0442
 TU0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0442'SEE STATION AIRPORT
 TU0442
 TU0442                          STATION RECOVERY (1969)
 TU0442
 TU0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0442'4 MI S FROM AIEA.
 TU0442'FROM THE INTERSECTION OF NIMITZ HIGHWAY AND STATE HIGHWAY 66, (WHICH
 TU0442'IS PUULOA ROAD ON THE NORTH SIDE OF NIMITZ HIGHWAY AND LAGOON DRIVE ON
 TU0442'THE SOUTH SIDE OF NIMITZ HIGHWAY), GO SOUTHWEST AND NORTHWEST ON
 TU0442'LAGOON DRIVE FOR 3.6 MILES TO A GUARD GATE, AND THE MARK JUST PAST THE
 TU0442'GATE ON THE RIGHT IN THE CULVERT HEADWALL.  CEMENTED IN A DRILL HOLE
 TU0442'IN THE NORTHWEST CORNER OF THE HEADWALL AND 38 FEET NORTH OF THE ROAD.
 TU0442
 TU0442                          STATION RECOVERY (2004)
 TU0442
 TU0442'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0805 ***********************************************************************
 TU0805  DESIGNATION -  F 1002
 TU0805  PID         -  TU0805
 TU0805  STATE/COUNTY-  HI/KAUAI
 TU0805  USGS QUAD   -  MAKAHA POINT (1983)
 TU0805
 TU0805                         *CURRENT SURVEY CONTROL
 TU0805  ___________________________________________________________________
 TU0805* NAD 83(1986)-  22 06 39.     (N)    159 40 20.     (W)     SCALED    
 TU0805* LOCAL TIDAL -      1102.584  (meters)    3617.39   (feet)  ADJ UNCH  
 TU0805  ___________________________________________________________________
 TU0805  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0805
 TU0805  VERT ORDER  -  SECOND    CLASS 0
 TU0805
 TU0805.The horizontal coordinates were scaled from a topographic map and have
 TU0805.an estimated accuracy of +/- 6 seconds.
 TU0805
 TU0805.The orthometric height was key entered from printed documents
 TU0805.and not key verified.
 TU0805
 TU0805.The geoid height was determined by GEOID03.
 TU0805
 TU0805;                    North         East    Units  Estimated Accuracy
 TU0805;SPC HI 4     -    30,740.      482,230.      MT  (+/- 180 meters Scaled)
 TU0805
 TU0805                          SUPERSEDED SURVEY CONTROL
 TU0805
 TU0805.No superseded survey control is available for this station.
 TU0805
 TU0805_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK306452(NAD 83)
 TU0805_MARKER: DB = BENCH MARK DISK
 TU0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0805_STAMPING: F 1002 1966
 TU0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0805+STABILITY: SURFACE MOTION
 TU0805
 TU0805  HISTORY     - Date     Condition        Report By
 TU0805  HISTORY     - 1966     MONUMENTED       CGS
 TU0805  HISTORY     - 19980813 GOOD             USPSQD
 TU0805
 TU0805                          STATION DESCRIPTION
 TU0805
 TU0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0805'15.5 MI N FROM KEKAHA.
 TU0805'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0805'HIGHWAY 50 AND 55 IN KEKAHA AT AN ASPHALT ROAD LEFT, 38 FEET WEST OF
 TU0805'THE CENTER OF STATE HIGHWAY 55, 37 FEET SOUTH OF THE CENTER OF THE
 TU0805'ASPHALT ROAD, 2.5 FEET SOUTHWEST OF A 4 BY 4-INCH WHITE WITNESS POST
 TU0805'AND SIGN, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TU0805'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0805
 TU0805                          STATION RECOVERY (1998)
 TU0805
 TU0805'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0303 ***********************************************************************
 TU0303  DESIGNATION -  F 11
 TU0303  PID         -  TU0303
 TU0303  STATE/COUNTY-  HI/HONOLULU
 TU0303  USGS QUAD   -  HONOLULU (1983)
 TU0303
 TU0303                         *CURRENT SURVEY CONTROL
 TU0303  ___________________________________________________________________
 TU0303* NAD 83(1986)-  21 16 47.     (N)    157 49 47.     (W)     SCALED    
 TU0303* LOCAL TIDAL -         2.042  (meters)       6.70   (feet)  ADJ UNCH  
 TU0303  ___________________________________________________________________
 TU0303  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU0303
 TU0303  VERT ORDER  -  FIRST     CLASS II
 TU0303
 TU0303.The horizontal coordinates were scaled from a topographic map and have
 TU0303.an estimated accuracy of +/- 6 seconds.
 TU0303
 TU0303.The orthometric height was key entered from printed documents
 TU0303.and not key verified.
 TU0303
 TU0303.The geoid height was determined by GEOID03.
 TU0303
 TU0303;                    North         East    Units  Estimated Accuracy
 TU0303;SPC HI 3     -    12,530.      517,670.      MT  (+/- 180 meters Scaled)
 TU0303
 TU0303                          SUPERSEDED SURVEY CONTROL
 TU0303
 TU0303.No superseded survey control is available for this station.
 TU0303
 TU0303_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ214535(NAD 83)
 TU0303_MARKER: DB = BENCH MARK DISK
 TU0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0303_SP_SET: BUILDING
 TU0303_STAMPING: F 11 1969
 TU0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0303
 TU0303  HISTORY     - Date     Condition        Report By
 TU0303  HISTORY     - 1969     MONUMENTED       CGS
 TU0303  HISTORY     - 19951016 GOOD             USPSQD
 TU0303  HISTORY     - 19961106 GOOD             USPSQD
 TU0303  HISTORY     - 19990322 GOOD             USPSQD
 TU0303
 TU0303                          STATION DESCRIPTION
 TU0303
 TU0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0303'IN HONOLULU.
 TU0303'AT HONOLULU, IN THE WAIKIKI DISTRICT, AT THE INTERSECTION OF KALAKAUA
 TU0303'AVENUE AND LEWERS STREET, IN THE TOP OF THE WEST CORNER OF A RETAINING
 TU0303'WALL AROUND THE FIRST HAWAIIAN BANK, AT THE MAIN ENTRANCE TO THE BANK,
 TU0303'69.0 FEET WEST OF THE EXTENDED WEST CURB OF THE AVENUE, 8.6 FEET NORTH
 TU0303'OF THE NORTH CURB OF THE STREET, 77.0 FEET NORTHWEST OF THE CENTER OF
 TU0303'A COVER OVER BENCH MARK K (C OF H), 0.7 FOOT EAST OF THE WEST EDGE OF
 TU0303'THE WALL, 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE WALL, AND ABOUT 1/2
 TU0303'FOOT ABOVE THE SIDEWALK.
 TU0303
 TU0303                          STATION RECOVERY (1995)
 TU0303
 TU0303'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0303'RECOVERED IN GOOD CONDITION.
 TU0303
 TU0303                          STATION RECOVERY (1996)
 TU0303
 TU0303'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0303'RECOVERED IN GOOD CONDITION.
 TU0303
 TU0303                          STATION RECOVERY (1999)
 TU0303
 TU0303'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0472 ***********************************************************************
 TU0472  DESIGNATION -  F 12
 TU0472  PID         -  TU0472
 TU0472  STATE/COUNTY-  HI/HONOLULU
 TU0472  USGS QUAD   -  HONOLULU (1983)
 TU0472
 TU0472                         *CURRENT SURVEY CONTROL
 TU0472  ___________________________________________________________________
 TU0472* NAD 83(1986)-  21 18 22.     (N)    157 47 19.     (W)     SCALED    
 TU0472* LOCAL TIDAL -       106.925  (meters)     350.80   (feet)  ADJ UNCH  
 TU0472  ___________________________________________________________________
 TU0472  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0472
 TU0472  VERT ORDER  -  FIRST     CLASS II
 TU0472
 TU0472.The horizontal coordinates were scaled from a topographic map and have
 TU0472.an estimated accuracy of +/- 6 seconds.
 TU0472
 TU0472.The orthometric height was key entered from printed documents
 TU0472.and not key verified.
 TU0472
 TU0472.The geoid height was determined by GEOID03.
 TU0472
 TU0472;                    North         East    Units  Estimated Accuracy
 TU0472;SPC HI 3     -    15,450.      521,930.      MT  (+/- 180 meters Scaled)
 TU0472
 TU0472                          SUPERSEDED SURVEY CONTROL
 TU0472
 TU0472.No superseded survey control is available for this station.
 TU0472
 TU0472_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ256565(NAD 83)
 TU0472_MARKER: DB = BENCH MARK DISK
 TU0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0472_SP_SET: ABUTMENT
 TU0472_STAMPING: F 12 1969
 TU0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0472
 TU0472  HISTORY     - Date     Condition        Report By
 TU0472  HISTORY     - 1969     MONUMENTED       CGS
 TU0472
 TU0472                          STATION DESCRIPTION
 TU0472
 TU0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0472'6.0 MI NE FROM HONOLULU.
 TU0472'4.0 MILES SOUTHEAST ALONG KING STREET AND WAIALAE AVENUE FROM THE POST
 TU0472'OFFICE AT HONOLULU, THENCE 2.0 MILES NORTH ALONG PALOLO AVENUE, IN THE
 TU0472'NORTHEAST CORNER OF THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER
 TU0472'PUKELE CREEK, 30 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE AVENUE,
 TU0472'67.8 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF PALOLO PLACE, AND
 TU0472'ABOUT 5 FEET LOWER THAN THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0622 ***********************************************************************
 TU0622  DESIGNATION -  F 14
 TU0622  PID         -  TU0622
 TU0622  STATE/COUNTY-  HI/HONOLULU
 TU0622  USGS QUAD   -  EWA (1983)
 TU0622
 TU0622                         *CURRENT SURVEY CONTROL
 TU0622  ___________________________________________________________________
 TU0622* NAD 83(1986)-  21 20 28.     (N)    158 06 13.     (W)     SCALED    
 TU0622* LOCAL TIDAL -        40.407  (meters)     132.57   (feet)  ADJ UNCH  
 TU0622  ___________________________________________________________________
 TU0622  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0622
 TU0622  VERT ORDER  -  FIRST     CLASS II
 TU0622
 TU0622.The horizontal coordinates were scaled from a topographic map and have
 TU0622.an estimated accuracy of +/- 6 seconds.
 TU0622
 TU0622.The orthometric height was key entered from printed documents
 TU0622.and not key verified.
 TU0622
 TU0622.The geoid height was determined by GEOID03.
 TU0622
 TU0622;                    North         East    Units  Estimated Accuracy
 TU0622;SPC HI 3     -    19,320.      489,250.      MT  (+/- 180 meters Scaled)
 TU0622
 TU0622                          SUPERSEDED SURVEY CONTROL
 TU0622
 TU0622.No superseded survey control is available for this station.
 TU0622
 TU0622_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ929601(NAD 83)
 TU0622_MARKER: DB = BENCH MARK DISK
 TU0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0622_SP_SET: FOUNDATION
 TU0622_STAMPING: F 14 1969
 TU0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0622
 TU0622  HISTORY     - Date     Condition        Report By
 TU0622  HISTORY     - 1969     MONUMENTED       CGS
 TU0622
 TU0622                          STATION DESCRIPTION
 TU0622
 TU0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0622'5.05 MI SE FROM NANAKULI.
 TU0622'5.05 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0622'NANAKULI, 0.2 MILE SOUTHEAST OF THE JUNCTION OF LAALOA STREET, IN THE
 TU0622'HIGHWAY MEDIAL, IN THE TOP AND ALONG THE WEST SIDE OF A 5.5-FOOT BY
 TU0622'11-FOOT CONCRETE FOUNDATION WITH A 2-INCH MANHOLE COVER IN THE CENTER,
 TU0622'180 FEET SOUTHWEST OF THE CENTER OF A Y JUNCTION OF A PAVED ROAD EAST,
 TU0622'25.8 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST BOUND LANES OF
 TU0622'THE HIGHWAY, 23.5 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHEAST
 TU0622'BOUND LANES OF THE HIGHWAY, 5.5 FEET NORTH OF THE SOUTH END OF THE
 TU0622'FOUNDATION, 5.5 FEET SOUTH OF THE NORTH END OF THE FOUNDATION, 2.0
 TU0622'FEET WEST OF THE CENTER OF THE MANHOLE COVER, 50.0 FEET NORTHEAST OF
 TU0622'AND ACROSS THE SOUTHEAST LANES FROM THE NORTHEAST POST SUPPORTING A
 TU0622'HIGHWAY SIGN CAMPBELL INDUSTRIAL PARK - BERBERS PT. NAS EXIT 1 MILE,
 TU0622'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0592 ***********************************************************************
 TU0592  DESIGNATION -  F 15
 TU0592  PID         -  TU0592
 TU0592  STATE/COUNTY-  HI/HONOLULU
 TU0592  USGS QUAD   -  HALEIWA (1983)
 TU0592
 TU0592                         *CURRENT SURVEY CONTROL
 TU0592  ___________________________________________________________________
 TU0592* NAD 83(1986)-  21 33 16.     (N)    158 06 19.     (W)     SCALED    
 TU0592* LOCAL TIDAL -        78.464  (meters)     257.43   (feet)  ADJ UNCH  
 TU0592  ___________________________________________________________________
 TU0592  GEOID HEIGHT-          15.19  (meters)                     GEOID03
 TU0592
 TU0592  VERT ORDER  -  FIRST     CLASS II
 TU0592
 TU0592.The horizontal coordinates were scaled from a topographic map and have
 TU0592.an estimated accuracy of +/- 6 seconds.
 TU0592
 TU0592.The orthometric height was key entered from printed documents
 TU0592.and not key verified.
 TU0592
 TU0592.The geoid height was determined by GEOID03.
 TU0592
 TU0592;                    North         East    Units  Estimated Accuracy
 TU0592;SPC HI 3     -    42,940.      489,100.      MT  (+/- 180 meters Scaled)
 TU0592
 TU0592                          SUPERSEDED SURVEY CONTROL
 TU0592
 TU0592.No superseded survey control is available for this station.
 TU0592
 TU0592_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ926837(NAD 83)
 TU0592_MARKER: DB = BENCH MARK DISK
 TU0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0592_STAMPING: F 15 1969
 TU0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0592+STABILITY: SURFACE MOTION
 TU0592
 TU0592  HISTORY     - Date     Condition        Report By
 TU0592  HISTORY     - 1969     MONUMENTED       CGS
 TU0592
 TU0592                          STATION DESCRIPTION
 TU0592
 TU0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0592'2.85 MI S FROM HALEIWA.
 TU0592'1.95 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0592'HALEIWA, THENCE 0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 99, AT THE WEST
 TU0592'END OF A CURVE, BETWEEN TWO CURVES, 23.2 FEET NORTH OF THE CENTER LINE
 TU0592'OF THE HIGHWAY, 2.3 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 11 FEET
 TU0592'NORTHWEST OF THE CENTER OF A 36-INCH TREE, 7.9 FEET SOUTH-SOUTHWEST OF
 TU0592'AN ANCHOR EYE OF A TELEPHONE POLE GUY WIRE, 27.6 FEET NORTHWEST OF THE
 TU0592'SOUTHWEST CONCRETE POST OF A 16-FOOT GUARDRAIL OF A ROCK CULVERT, 19.0
 TU0592'FEET WEST OF THE WEST BANK OF A SMALL ROCKLINED IRRIGATION DITCH, AND
 TU0592'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 TU0592'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0381 ***********************************************************************
 TU0381  DESIGNATION -  F 16
 TU0381  PID         -  TU0381
 TU0381  STATE/COUNTY-  HI/HONOLULU
 TU0381  USGS QUAD   -  KANEOHE (1983)
 TU0381
 TU0381                         *CURRENT SURVEY CONTROL
 TU0381  ___________________________________________________________________
 TU0381* NAD 83(1986)-  21 28 54.     (N)    157 50 42.     (W)     SCALED    
 TU0381* LOCAL TIDAL -         4.184  (meters)      13.73   (feet)  ADJ UNCH  
 TU0381  ___________________________________________________________________
 TU0381  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU0381
 TU0381  VERT ORDER  -  FIRST     CLASS II
 TU0381
 TU0381.The horizontal coordinates were scaled from a topographic map and have
 TU0381.an estimated accuracy of +/- 6 seconds.
 TU0381
 TU0381.The orthometric height was key entered from printed documents
 TU0381.and not key verified.
 TU0381
 TU0381.The geoid height was determined by GEOID03.
 TU0381
 TU0381;                    North         East    Units  Estimated Accuracy
 TU0381;SPC HI 3     -    34,890.      516,060.      MT  (+/- 180 meters Scaled)
 TU0381
 TU0381                          SUPERSEDED SURVEY CONTROL
 TU0381
 TU0381.No superseded survey control is available for this station.
 TU0381
 TU0381_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ196758(NAD 83)
 TU0381_MARKER: DB = BENCH MARK DISK
 TU0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0381_SP_SET: ABUTMENT
 TU0381_STAMPING: F 16 1969
 TU0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0381
 TU0381  HISTORY     - Date     Condition        Report By
 TU0381  HISTORY     - 1969     MONUMENTED       CGS
 TU0381
 TU0381                          STATION DESCRIPTION
 TU0381
 TU0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0381'6.65 MI NW FROM KANEOHE.
 TU0381'6.65 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0381'KANEOHE, 0.05 MILE SOUTHEAST OF THE JUNCTION OF WAIAHOLE VALLEY ROAD,
 TU0381'IN THE TOP AND 0.9 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE
 TU0381'ABUTMENT OF AN ABANDONED BRIDGE UNDER THE OLD HIGHWAY, 27.5 FEET WEST
 TU0381'OF THE CENTER LINE OF THE PRESENT HIGHWAY, 17.2 FEET WEST OF THE
 TU0381'NORTHWEST END OF A GUARDRAIL OF A BRIDGE OVER WAIAHOLE STREAM, 10.8
 TU0381'FEET SOUTHWEST OF TELEPHONE POLE 11, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0046 ***********************************************************************
 TU0046  DESIGNATION -  F 20
 TU0046  PID         -  TU0046
 TU0046  STATE/COUNTY-  HI/HAWAII
 TU0046  USGS QUAD   -  HILO (1995)
 TU0046
 TU0046                         *CURRENT SURVEY CONTROL
 TU0046  ___________________________________________________________________
 TU0046* NAD 83(1986)-  19 38 30.     (N)    155 02 46.     (W)     SCALED    
 TU0046* LOCAL TIDAL -        94.069  (meters)     308.62   (feet)  ADJ UNCH  
 TU0046  ___________________________________________________________________
 TU0046  GEOID HEIGHT-          17.88  (meters)                     GEOID03
 TU0046
 TU0046  VERT ORDER  -  FIRST     CLASS I
 TU0046
 TU0046.The horizontal coordinates were scaled from a topographic map and have
 TU0046.an estimated accuracy of +/- 6 seconds.
 TU0046
 TU0046.The orthometric height was key entered from printed documents
 TU0046.and not key verified.
 TU0046
 TU0046.The geoid height was determined by GEOID03.
 TU0046
 TU0046;                    North         East    Units  Estimated Accuracy
 TU0046;SPC HI 1     -    89,540.      547,600.      MT  (+/- 180 meters Scaled)
 TU0046
 TU0046                          SUPERSEDED SURVEY CONTROL
 TU0046
 TU0046.No superseded survey control is available for this station.
 TU0046
 TU0046_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB854731(NAD 83)
 TU0046_MARKER: DB = BENCH MARK DISK
 TU0046_SETTING: 66 = SET IN ROCK OUTCROP
 TU0046_SP_SET: LAVA OUTCROP
 TU0046_STAMPING: F 20 1975
 TU0046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0046+STABILITY: POSITION/ELEVATION WELL
 TU0046
 TU0046  HISTORY     - Date     Condition        Report By
 TU0046  HISTORY     - 1975     MONUMENTED       NGS
 TU0046
 TU0046                          STATION DESCRIPTION
 TU0046
 TU0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0046'1.65 MI NE FROM KEAAU.
 TU0046'0.45 MILE NORTHEAST ALONG MAIN STREET FROM THE POST OFFICE IN KEAAU,
 TU0046'THENCE 1.20 MILES NORTHEAST ALONG STATE HIGHWAY 11, 0.40 MILE
 TU0046'NORTHWEST OF MILE POST 8, 0.30 MILE SOUTHEAST OF BM A 2, NEAR THE
 TU0046'SOUTHEAST END OF A LARGE LONG CUT AND IN TOP OF A LAVA OUTCROP, 29.8
 TU0046'FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANE OF ST.
 TU0046'HWY. 11, AND 4 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0851 ***********************************************************************
 TU0851  DESIGNATION -  F 22
 TU0851  PID         -  TU0851
 TU0851  STATE/COUNTY-  HI/MAUI
 TU0851  USGS QUAD   -  WAILUKU (1997)
 TU0851
 TU0851                         *CURRENT SURVEY CONTROL
 TU0851  ___________________________________________________________________
 TU0851* NAD 83(1986)-  20 53 19.     (N)    156 28 47.     (W)     SCALED    
 TU0851* LOCAL TIDAL -         9.762  (meters)      32.03   (feet)  ADJUSTED  
 TU0851  ___________________________________________________________________
 TU0851  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU0851
 TU0851  VERT ORDER  -  FIRST     CLASS I
 TU0851
 TU0851.The horizontal coordinates were scaled from a topographic map and have
 TU0851.an estimated accuracy of +/- 6 seconds.
 TU0851
 TU0851.The orthometric height was determined by differential leveling
 TU0851.and adjusted by the National Geodetic Survey in December 2003..
 TU0851
 TU0851.The geoid height was determined by GEOID03.
 TU0851
 TU0851;                    North         East    Units  Estimated Accuracy
 TU0851;SPC HI 2     -    61,490.      519,450.      MT  (+/- 180 meters Scaled)
 TU0851
 TU0851                          SUPERSEDED SURVEY CONTROL
 TU0851
 TU0851.No superseded survey control is available for this station.
 TU0851
 TU0851_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ621118(NAD 83)
 TU0851_MARKER: DV = VERTICAL CONTROL DISK
 TU0851_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TU0851_SP_SET: CULVERT HEADWALL ON LAVA FLOW
 TU0851_STAMPING: F 22 1979
 TU0851_MARK LOGO: NGS   
 TU0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0851+STABILITY: SURFACE MOTION
 TU0851
 TU0851  HISTORY     - Date     Condition        Report By
 TU0851  HISTORY     - 1979     MONUMENTED       NGS
 TU0851
 TU0851                          STATION DESCRIPTION
 TU0851
 TU0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0851'0.8 MILE WEST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF STATE
 TU0851'HIGHWAYS 32 AND 35 IN KAHULUI, SET IN THE TOP AND 1 FOOT EAST OF THE
 TU0851'WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT, 26 FEET NORTH OF
 TU0851'THE CENTER OF THE WEST BOUND LANE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0889 ***********************************************************************
 TU0889  DESIGNATION -  F 23
 TU0889  PID         -  TU0889
 TU0889  STATE/COUNTY-  HI/MAUI
 TU0889  USGS QUAD   -  MAKENA (1995)
 TU0889
 TU0889                         *CURRENT SURVEY CONTROL
 TU0889  ___________________________________________________________________
 TU0889* NAD 83(1986)-  20 38 50.     (N)    156 24 35.     (W)     SCALED    
 TU0889* LOCAL TIDAL -       362.531  (meters)    1189.40   (feet)  ADJUSTED  
 TU0889  ___________________________________________________________________
 TU0889  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0889
 TU0889  VERT ORDER  -  FIRST     CLASS I
 TU0889
 TU0889.The horizontal coordinates were scaled from a topographic map and have
 TU0889.an estimated accuracy of +/- 6 seconds.
 TU0889
 TU0889.The orthometric height was determined by differential leveling
 TU0889.and adjusted by the National Geodetic Survey in December 2003..
 TU0889
 TU0889.The geoid height was determined by GEOID03.
 TU0889
 TU0889;                    North         East    Units  Estimated Accuracy
 TU0889;SPC HI 2     -    34,770.      526,780.      MT  (+/- 180 meters Scaled)
 TU0889
 TU0889                          SUPERSEDED SURVEY CONTROL
 TU0889
 TU0889.No superseded survey control is available for this station.
 TU0889
 TU0889_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH699852(NAD 83)
 TU0889_MARKER: DV = VERTICAL CONTROL DISK
 TU0889_SETTING: 66 = SET IN ROCK OUTCROP
 TU0889_SP_SET: SET IN ROCK OUTCROP
 TU0889_STAMPING: F 23 1979
 TU0889_MARK LOGO: NGS   
 TU0889_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0889+STABILITY: POSITION/ELEVATION WELL
 TU0889
 TU0889  HISTORY     - Date     Condition        Report By
 TU0889  HISTORY     - 1979     MONUMENTED       NGS
 TU0889
 TU0889                          STATION DESCRIPTION
 TU0889
 TU0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0889'3.7 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0889'IN MAKENA, SET IN TOP OF A LAVA FLOW OUTCROP, 13 FEET EAST OF THE
 TU0889'CENTER OF THE HIGHWAY.  2.8 MILES EAST ALONG STATE HIGHWAY 79 FROM THE
 TU0889'JUNCTION OF KIHEI ROAD IN MAKENA, SET IN TOP OF THE CENTER OF A LARGE
 TU0889'RETAINING WALL, 12 FEET WEST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0919 ***********************************************************************
 TU0919  DESIGNATION -  F 24
 TU0919  PID         -  TU0919
 TU0919  STATE/COUNTY-  HI/MAUI
 TU0919  USGS QUAD   -  PAIA (1997)
 TU0919
 TU0919                         *CURRENT SURVEY CONTROL
 TU0919  ___________________________________________________________________
 TU0919* NAD 83(1986)-  20 52 38.     (N)    156 24 08.     (W)     SCALED    
 TU0919* LOCAL TIDAL -        60.163  (meters)     197.38   (feet)  ADJUSTED  
 TU0919  ___________________________________________________________________
 TU0919  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU0919
 TU0919  VERT ORDER  -  FIRST     CLASS I
 TU0919
 TU0919.The horizontal coordinates were scaled from a topographic map and have
 TU0919.an estimated accuracy of +/- 6 seconds.
 TU0919
 TU0919.The orthometric height was determined by differential leveling
 TU0919.and adjusted by the National Geodetic Survey in December 2003..
 TU0919
 TU0919.The geoid height was determined by GEOID03.
 TU0919
 TU0919;                    North         East    Units  Estimated Accuracy
 TU0919;SPC HI 2     -    60,240.      527,520.      MT  (+/- 180 meters Scaled)
 TU0919
 TU0919                          SUPERSEDED SURVEY CONTROL
 TU0919
 TU0919.No superseded survey control is available for this station.
 TU0919
 TU0919_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ702107(NAD 83)
 TU0919_MARKER: DV = VERTICAL CONTROL DISK
 TU0919_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0919_SP_SET: ABUTMENT ON LAVA FLOW
 TU0919_STAMPING: F 24 1979
 TU0919_MARK LOGO: NGS   
 TU0919_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0919
 TU0919  HISTORY     - Date     Condition        Report By
 TU0919  HISTORY     - 1979     MONUMENTED       NGS
 TU0919
 TU0919                          STATION DESCRIPTION
 TU0919
 TU0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0919'4.7 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 TU0919'HIGHWAY 400 IN PUKAHUNI, SET IN TOP AND 1 FOOT SOUTH OF THE NORTH END
 TU0919'OF THE EAST HEADWALL OF THE HIGHWAY BRIDGE OVER A CANAL, 24 FEET EAST
 TU0919'OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0661 ***********************************************************************
 TU0661  DESIGNATION -  F 245
 TU0661  PID         -  TU0661
 TU0661  STATE/COUNTY-  HI/HONOLULU
 TU0661  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0661
 TU0661                         *CURRENT SURVEY CONTROL
 TU0661  ___________________________________________________________________
 TU0661* NAD 83(1986)-  21 29 21.     (N)    158 02 07.     (W)     SCALED    
 TU0661* LOCAL TIDAL -       262.806  (meters)     862.22   (feet)  ADJ UNCH  
 TU0661  ___________________________________________________________________
 TU0661  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU0661
 TU0661  VERT ORDER  -  FIRST     CLASS II
 TU0661
 TU0661.The horizontal coordinates were scaled from a topographic map and have
 TU0661.an estimated accuracy of +/- 6 seconds.
 TU0661
 TU0661.The orthometric height was key entered from printed documents
 TU0661.and not key verified.
 TU0661
 TU0661.The geoid height was determined by GEOID03.
 TU0661
 TU0661;                    North         East    Units  Estimated Accuracy
 TU0661;SPC HI 3     -    35,710.      496,340.      MT  (+/- 180 meters Scaled)
 TU0661
 TU0661                          SUPERSEDED SURVEY CONTROL
 TU0661
 TU0661.No superseded survey control is available for this station.
 TU0661
 TU0661_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ999765(NAD 83)
 TU0661_MARKER: DB = BENCH MARK DISK
 TU0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0661_STAMPING: F 245 1962
 TU0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0661+STABILITY: SURFACE MOTION
 TU0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0661+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 TU0661
 TU0661  HISTORY     - Date     Condition        Report By
 TU0661  HISTORY     - 1962     MONUMENTED       CGS
 TU0661  HISTORY     - 1969     GOOD             NGS
 TU0661  HISTORY     - 20041121 GOOD             JCLS
 TU0661
 TU0661                          STATION DESCRIPTION
 TU0661
 TU0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0661'1.15 MI SW FROM WAHIAWA.
 TU0661'0.1 MILE SOUTHEAST ALONG LEHAU THENCE 0.2 MILE SOUTHWEST ALONG
 TU0661'CALIFORNIA AVENUE, THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 80,
 TU0661'THENCE 0.45 MILE WEST ALONG STATE HIGHWAY 99, 51 FEET SOUTH-SOUTHWEST
 TU0661'OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTH-NORTHWEST OF A MESH
 TU0661'WIRE FENCE, 33.0 FEET EAST OF THE CENTER OF A LARGE MANHOLE COVER, 7.5
 TU0661'FEET SOUTH OF A METAL LAMPPOST, 14.4 FEET SOUTH-SOUTHEAST OF THE EDGE
 TU0661'OF THE EAST BOUND LANE OF THE HIGHWAY, ABOUT ONE LINE WITH THE
 TU0661'EXTENDED CENTER LINE OF LAKEVIEW CIRCLE, AND SET IN THE TOP OF A
 TU0661'CONCRETE POST FLUSH WITH THE GROUND.
 TU0661
 TU0661                          STATION RECOVERY (2004)
 TU0661
 TU0661'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0016 ***********************************************************************
 TU0016  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0016  DESIGNATION -  F 2=TIDAL BM
 TU0016  PID         -  TU0016
 TU0016  STATE/COUNTY-  HI/HAWAII
 TU0016  USGS QUAD   -  HILO (1995)
 TU0016
 TU0016                         *CURRENT SURVEY CONTROL
 TU0016  ___________________________________________________________________
 TU0016* NAD 83(1986)-  19 43 58.     (N)    155 03 15.     (W)     SCALED    
 TU0016* LOCAL TIDAL -         2.212  (meters)       7.26   (feet)  ADJ UNCH  
 TU0016  ___________________________________________________________________
 TU0016  GEOID HEIGHT-          17.55  (meters)                     GEOID03
 TU0016
 TU0016  VERT ORDER  -  FIRST     CLASS I
 TU0016
 TU0016.The horizontal coordinates were scaled from a topographic map and have
 TU0016.an estimated accuracy of +/- 6 seconds.
 TU0016
 TU0016.The orthometric height was key entered from printed documents
 TU0016.and not key verified.
 TU0016
 TU0016.This Tidal Bench Mark is designated as VM 12707
 TU0016.by the Center for Operational Oceanographic Products and Services.
 TU0016
 TU0016.The geoid height was determined by GEOID03.
 TU0016
 TU0016;                    North         East    Units  Estimated Accuracy
 TU0016;SPC HI 1     -    99,620.      546,730.      MT  (+/- 180 meters Scaled)
 TU0016
 TU0016                          SUPERSEDED SURVEY CONTROL
 TU0016
 TU0016.No superseded survey control is available for this station.
 TU0016
 TU0016_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB847832(NAD 83)
 TU0016_MARKER: DB = BENCH MARK DISK
 TU0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0016_SP_SET: METAL BOX
 TU0016_STAMPING: F2 1926
 TU0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0016
 TU0016  HISTORY     - Date     Condition        Report By
 TU0016  HISTORY     - 1926     MONUMENTED       CGS
 TU0016  HISTORY     - 1975     GOOD             NGS
 TU0016
 TU0016                          STATION DESCRIPTION
 TU0016
 TU0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0016'1.0 MI NE FROM HILO.
 TU0016'0.7 MILE NORTHEAST ALONG KALANIANAOLE AVE. FROM THE INTERSECTIONS OF
 TU0016'STATE HIGHWAYS 11 AND 19, THENCE 0.01 MILE NORTH ALONG KUHIO ST. TO
 TU0016'THE ENTRANCE TO PORT OF HILO, THENCE ABOUT 0.20 MILE NORTH TO F 2 =
 TU0016'TIDAL B.M., 110.0 FEET SOUTHEAST OF BM PIER 1 = TIDAL BM, 33.6 FEET
 TU0016'EAST OF WEST EDGE OF PIER, 8.0 FEET WEST OF THE NORTHWEST CORNER OF
 TU0016'BUILDING, IN A 9-INCH SQUARE METAL BOX 5 INCHES BELOW LEVEL OF
 TU0016'ASPHALT, AND COVERED BY A ORANGE-PAINTED IRON LID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0945 ***********************************************************************
 TU0945  DESIGNATION -  F 4
 TU0945  PID         -  TU0945
 TU0945  STATE/COUNTY-  HI/HONOLULU
 TU0945  USGS QUAD   -  KAHANA (1983)
 TU0945
 TU0945                         *CURRENT SURVEY CONTROL
 TU0945  ___________________________________________________________________
 TU0945* NAD 83(1993)-  21 32 30.91446(N)    157 50 31.57953(W)     ADJUSTED  
 TU0945* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU0945  ___________________________________________________________________
 TU0945  EPOCH DATE  -        1993.62
 TU0945  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 TU0945  GEOID HEIGHT-          14.85  (meters)                     GEOID03
 TU0945
 TU0945  HORZ ORDER  -  THIRD
 TU0945
 TU0945.The horizontal coordinates were established by classical geodetic methods
 TU0945.and adjusted by the National Geodetic Survey in December 1998..
 TU0945.No horizontal observational check was made to the station.
 TU0945.The horizontal coordinates are valid at the epoch date displayed above.
 TU0945.The epoch date for horizontal control is a decimal equivalence
 TU0945.of Year/Month/Day.
 TU0945
 TU0945.The orthometric height was scaled from a topographic map.
 TU0945
 TU0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0945
 TU0945.The geoid height was determined by GEOID03.
 TU0945
 TU0945;                    North         East     Units Scale Factor Converg.
 TU0945;SPC HI 3     -    41,556.610   516,356.228   MT  0.99999330   +0 03 28.7
 TU0945;UTM  04      - 2,382,570.320   619,904.890   MT  0.99977765   +0 25 30.8
 TU0945
 TU0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0945!SPC HI 3     -   0.99999751  x   0.99999330  =   0.99999081
 TU0945!UTM  04      -   0.99999751  x   0.99977765  =   0.99977516
 TU0945
 TU0945                          SUPERSEDED SURVEY CONTROL
 TU0945
 TU0945  NAD 83(1986)-  21 32 30.86625(N)    157 50 31.58748(W) AD(       ) 3
 TU0945  OLD HI      -  21 32 42.28000(N)    157 50 41.49000(W) AD(       ) 3
 TU0945
 TU0945.Superseded values are not recommended for survey control.
 TU0945.NGS no longer adjusts projects to the OLD HI datum.
 TU0945.See file dsdata.txt to determine how the superseded data were derived.
 TU0945
 TU0945_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1990582570(NAD 83)
 TU0945
 TU0945  HISTORY     - Date     Condition        Report By
 TU0945  HISTORY     - 1932     MONUMENTED       CGS
 TU0945  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU0945
 TU0945                          STATION DESCRIPTION
 TU0945
 TU0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU0945'SEE STATION KAAAWA
 TU0945
 TU0945                          STATION RECOVERY (1964)
 TU0945
 TU0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FJT)
 TU0945'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0388 ***********************************************************************
 TU0388  DESIGNATION -  F 5 RESET 1944
 TU0388  PID         -  TU0388
 TU0388  STATE/COUNTY-  HI/HONOLULU
 TU0388  USGS QUAD   -  HONOLULU (1983)
 TU0388
 TU0388                         *CURRENT SURVEY CONTROL
 TU0388  ___________________________________________________________________
 TU0388* NAD 83(1986)-  21 19 22.     (N)    157 50 24.     (W)     SCALED    
 TU0388* LOCAL TIDAL -        78.895  (meters)     258.84   (feet)  ADJ UNCH  
 TU0388  ___________________________________________________________________
 TU0388  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU0388
 TU0388  VERT ORDER  -  FIRST     CLASS II
 TU0388
 TU0388.The horizontal coordinates were scaled from a topographic map and have
 TU0388.an estimated accuracy of +/- 6 seconds.
 TU0388
 TU0388.The orthometric height was key entered from printed documents
 TU0388.and not key verified.
 TU0388
 TU0388.The geoid height was determined by GEOID03.
 TU0388
 TU0388;                    North         East    Units  Estimated Accuracy
 TU0388;SPC HI 3     -    17,290.      516,600.      MT  (+/- 180 meters Scaled)
 TU0388
 TU0388                          SUPERSEDED SURVEY CONTROL
 TU0388
 TU0388.No superseded survey control is available for this station.
 TU0388
 TU0388_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ203583(NAD 83)
 TU0388_MARKER: DB = BENCH MARK DISK
 TU0388_SETTING: 80 = SET IN A BOULDER
 TU0388_SP_SET: BOULDER
 TU0388_STAMPING: F 5 1928 RESET 1944
 TU0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0388+STABILITY: SURFACE MOTION
 TU0388
 TU0388  HISTORY     - Date     Condition        Report By
 TU0388  HISTORY     - 1944     MONUMENTED       CGS
 TU0388  HISTORY     - 1969     GOOD             NGS
 TU0388  HISTORY     - 19990523 GOOD             USPSQD
 TU0388
 TU0388                          STATION DESCRIPTION
 TU0388
 TU0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0388'IN HONOLULU.
 TU0388'AT HONOLULU, 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 61 FROM THE
 TU0388'INTERSECTION OF SOUTH BERETANIA STREET, THENCE 0.2 MILE NORTHEAST
 TU0388'ALONG PACIFIC HEIGHTS ROAD, THENCE 0.7 MILE NORTHEAST ALONG BOOTH
 TU0388'ROAD, AT THE INTERSECTION OF AHEKOLO STREET, IN THE LAWN OF RESIDENCE
 TU0388'AT 2508 BOOTH ROAD WHICH IS OWNED BY MR. EDWARD S. MATAYOSHI, IN THE
 TU0388'TOP OF A LAVA BOULDER WHICH IS ABOUT 1/2 FOOT UNDERGROUND, 21.0 FEET
 TU0388'EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 9.6 FEET NORTH OF THE
 TU0388'NORTH EDGE OF A RETAINING WALL, 4.6 FEET SOUTHWEST OF THE SOUTH END OF
 TU0388'A 4-FOOT BOULDER PROJECTING ABOUT 1 1/2 FEET ABOVE THE LAWN, ABOUT
 TU0388'LEVEL WITH THE GARAGE ROOF AND ABOUT 10 FEET HIGHER THAN THE ROAD.
 TU0388
 TU0388                          STATION RECOVERY (1999)
 TU0388
 TU0388'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0210 ***********************************************************************
 TU0210  DESIGNATION -  F 6
 TU0210  PID         -  TU0210
 TU0210  STATE/COUNTY-  HI/MAUI
 TU0210  USGS QUAD   -  PAIA (1997)
 TU0210
 TU0210                         *CURRENT SURVEY CONTROL
 TU0210  ___________________________________________________________________
 TU0210* NAD 83(1986)-  20 52 25.     (N)    156 22 26.     (W)     SCALED    
 TU0210* LOCAL TIDAL -       146.390  (meters)     480.28   (feet)  ADJ UNCH  
 TU0210  ___________________________________________________________________
 TU0210  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU0210
 TU0210  VERT ORDER  -  FIRST     CLASS II
 TU0210
 TU0210.The horizontal coordinates were scaled from a topographic map and have
 TU0210.an estimated accuracy of +/- 6 seconds.
 TU0210
 TU0210.The orthometric height was key entered from printed documents
 TU0210.and not key verified.
 TU0210
 TU0210.The geoid height was determined by GEOID03.
 TU0210
 TU0210;                    North         East    Units  Estimated Accuracy
 TU0210;SPC HI 2     -    59,840.      530,470.      MT  (+/- 180 meters Scaled)
 TU0210
 TU0210                          SUPERSEDED SURVEY CONTROL
 TU0210
 TU0210.No superseded survey control is available for this station.
 TU0210
 TU0210_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ732103(NAD 83)
 TU0210_MARKER: DB = BENCH MARK DISK
 TU0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0210_STAMPING: F 6 1950
 TU0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0210+STABILITY: SURFACE MOTION
 TU0210
 TU0210  HISTORY     - Date     Condition        Report By
 TU0210  HISTORY     - 1950     MONUMENTED       CGS
 TU0210  HISTORY     - 1968     GOOD             NGS
 TU0210
 TU0210                          STATION DESCRIPTION
 TU0210
 TU0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0210'2.25 MI S FROM PAIA.
 TU0210'2.7 MILES SOUTH FROM THE POST OFFICE IN PAIA, ALONG BALDWIN AVE., PAIA
 TU0210'MILL ROAD, AND KEAHUA ROAD.  THENCE TAKE LEFT FORK AND GO SOUTHEAST
 TU0210'0.15 MILE TO THE LOWRIE DITCH.  ON WEST BANK OF CANAL, 10 FEET WEST OF
 TU0210'TOP OF CONCRETE OF CANAL, 11.5 FEET SOUTH-SOUTHWEST OF A CONCRETE
 TU0210'FOOTBRIDGE, WITH FLOODGATES, 18.0 FEET EAST OF CENTER LINE OF CANAL
 TU0210'ROAD, 70.0 FEET SOUTH OF CENTER LINE OF CONCRETE BRIDGE AND MAIN
 TU0210'CROSSROAD, 15.5 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT
 TU0210'ABUTMENT OF AN ARTERIAL CANAL, 3 FEET EAST OF AN 8 X 8-INCH POST, 16
 TU0210'INCHES NORTH OF A WHITE WITNESS POST, AND SET IN THE TOP OF A
 TU0210'10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND AND
 TU0210'PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2935 ***********************************************************************
 TU2935  DESIGNATION -  FAR
 TU2935  PID         -  TU2935
 TU2935  STATE/COUNTY-  HI/MAUI
 TU2935  USGS QUAD   -  MAKENA (1995)
 TU2935
 TU2935                         *CURRENT SURVEY CONTROL
 TU2935  ___________________________________________________________________
 TU2935* NAD 83(1993)-  20 38 12.43750(N)    156 27 09.76094(W)     ADJUSTED  
 TU2935* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU2935  ___________________________________________________________________
 TU2935  EPOCH DATE  -        1993.62
 TU2935  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 TU2935  GEOID HEIGHT-          16.48  (meters)                     GEOID03
 TU2935
 TU2935  HORZ ORDER  -  THIRD
 TU2935
 TU2935.The horizontal coordinates were established by classical geodetic methods
 TU2935.and adjusted by the National Geodetic Survey in December 1998..
 TU2935.The horizontal coordinates are valid at the epoch date displayed above.
 TU2935.The epoch date for horizontal control is a decimal equivalence
 TU2935.of Year/Month/Day.
 TU2935
 TU2935.The orthometric height was scaled from a topographic map.
 TU2935
 TU2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2935
 TU2935.The geoid height was determined by GEOID03.
 TU2935
 TU2935;                    North         East     Units Scale Factor Converg.
 TU2935;SPC HI 2     -    33,609.164   522,297.683   MT  0.99997281   +0 04 31.5
 TU2935;UTM  04      - 2,284,031.387   765,437.999   MT  1.00047084   +0 53 53.9
 TU2935
 TU2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2935!SPC HI 2     -   0.99999694  x   0.99997281  =   0.99996975
 TU2935!UTM  04      -   0.99999694  x   1.00047084  =   1.00046778
 TU2935
 TU2935:                Primary Azimuth Mark                     Grid Az
 TU2935:SPC HI 2     -  161 5202 TIDAL 2                         029 53 00.1
 TU2935:UTM  04      -  161 5202 TIDAL 2                         029 03 37.7
 TU2935
 TU2935|---------------------------------------------------------------------|
 TU2935| PID    Reference Object                     Distance      Geod. Az  |
 TU2935|                                                           dddmmss.s |
 TU2935| TU2913 161 5202 TIDAL 2                    APPROX. 2.2 KM 0295731.6 |
 TU2935| TU2934 EVE                                 343.569 METERS 17042     |
 TU2935|---------------------------------------------------------------------|
 TU2935
 TU2935                          SUPERSEDED SURVEY CONTROL
 TU2935
 TU2935  NAD 83(1986)-  20 38 12.41109(N)    156 27 09.75152(W) AD(       ) 3
 TU2935  OLD HI      -  20 38 23.89100(N)    156 27 19.89500(W) AD(       ) 3
 TU2935
 TU2935.Superseded values are not recommended for survey control.
 TU2935.NGS no longer adjusts projects to the OLD HI datum.
 TU2935.See file dsdata.txt to determine how the superseded data were derived.
 TU2935
 TU2935_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6543884031(NAD 83)
 TU2935
 TU2935  HISTORY     - Date     Condition        Report By
 TU2935  HISTORY     - UNK      MONUMENTED
 TU2935  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2935
 TU2935                          STATION DESCRIPTION
 TU2935
 TU2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2935'STATION WAS NOT FOUND AND IS BELIEVED LOST.  IT WAS NOT
 TU2935'PREVIOUSLY DESCRIBED AND WAS PROBABLY ONLY MARKED WITH A
 TU2935'HYDRO SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1737 ***********************************************************************
 TU1737  DESIGNATION -  FARRINGTON LUALUALEI HOMESTEAD
 TU1737  PID         -  TU1737
 TU1737  STATE/COUNTY-  HI/HONOLULU
 TU1737  USGS QUAD   -  WAIANAE (1983)
 TU1737
 TU1737                         *CURRENT SURVEY CONTROL
 TU1737  ___________________________________________________________________
 TU1737* NAD 83(1993)-  21 26 29.80474(N)    158 11 12.27693(W)     ADJUSTED  
 TU1737* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1737  ___________________________________________________________________
 TU1737  EPOCH DATE  -        1993.62
 TU1737  LAPLACE CORR-           8.48  (seconds)                    DEFLEC99
 TU1737  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1737
 TU1737  HORZ ORDER  -  THIRD
 TU1737
 TU1737.The horizontal coordinates were established by classical geodetic methods
 TU1737.and adjusted by the National Geodetic Survey in December 1998..
 TU1737.The horizontal coordinates are valid at the epoch date displayed above.
 TU1737.The epoch date for horizontal control is a decimal equivalence
 TU1737.of Year/Month/Day.
 TU1737
 TU1737.The orthometric height was scaled from a topographic map.
 TU1737
 TU1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1737
 TU1737.The geoid height was determined by GEOID03.
 TU1737
 TU1737;                    North         East     Units Scale Factor Converg.
 TU1737;SPC HI 3     -    30,453.498   480,642.046   MT  0.99999463   -0 04 05.8
 TU1737;UTM  04      - 2,371,242.009   584,271.752   MT  0.99968775   +0 17 50.3
 TU1737
 TU1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1737!SPC HI 3     -   0.99999695  x   0.99999463  =   0.99999158
 TU1737!UTM  04      -   0.99999695  x   0.99968775  =   0.99968470
 TU1737
 TU1737:                Primary Azimuth Mark                     Grid Az
 TU1737:SPC HI 3     -  PUU O HULU MAKAI RESET                   158 51 40.0
 TU1737:UTM  04      -  PUU O HULU MAKAI RESET                   158 29 43.9
 TU1737
 TU1737|---------------------------------------------------------------------|
 TU1737| PID    Reference Object                     Distance      Geod. Az  |
 TU1737|                                                           dddmmss.s |
 TU1737| TU1708 PUU O HULU MAKAI RESET              APPROX. 4.8 KM 1584734.2 |
 TU1737| TU1738 POKAI                               279.996 METERS 25207     |
 TU1737|---------------------------------------------------------------------|
 TU1737
 TU1737                          SUPERSEDED SURVEY CONTROL
 TU1737
 TU1737  NAD 83(1986)-  21 26 29.75268(N)    158 11 12.28965(W) AD(       ) 3
 TU1737  OLD HI      -  21 26 41.14540(N)    158 11 22.18496(W) AD(       ) 3
 TU1737
 TU1737.Superseded values are not recommended for survey control.
 TU1737.NGS no longer adjusts projects to the OLD HI datum.
 TU1737.See file dsdata.txt to determine how the superseded data were derived.
 TU1737
 TU1737_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8427271242(NAD 83)
 TU1737
 TU1737  HISTORY     - Date     Condition        Report By
 TU1737  HISTORY     - 1970     MONUMENTED       HIDT
 TU1737
 TU1737                          STATION DESCRIPTION
 TU1737
 TU1737'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1737'STATION IS LOCATED 0.1 MILE NORTHWEST FROM THE POST OFFICE IN
 TU1737'WAIANAE, AT THE INTERSECTION OF HIGHWAY 90 AND LUALUALEI
 TU1737'HOMESTEAD ROAD.
 TU1737'
 TU1737'STATION MARK IS A 1/4 INCH BRASS PIN SET IN CONCRETE IN THE
 TU1737'MIDDLE OF THE INTERSECTION OF HIGHWAY 90 AND LUALUALEI HOMESTEAD
 TU1737'ROAD AND LEVEL WITH THE ROAD.  TIES TO STATION ARE--SW 40.1 FEET
 TU1737'FROM THE END OF A CONCRETE CURB ON THE NORTHEAST SIDE OF THE
 TU1737'INTERSECTION, NW 11.7 FT. FROM A WATER MAN HOLE, NE 55.4 FT. FROM
 TU1737'THE NORTHEAST CORNER OF A TELEPHONE BOOTH AND SE 58.0 FT. FROM
 TU1737'UTILITY POLE 235.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1938 ***********************************************************************
 TU1938  DESIGNATION -  FEN
 TU1938  PID         -  TU1938
 TU1938  STATE/COUNTY-  HI/KAUAI
 TU1938  USGS QUAD   -  KAPAA (1996)
 TU1938
 TU1938                         *CURRENT SURVEY CONTROL
 TU1938  ___________________________________________________________________
 TU1938* NAD 83(1993)-  22 00 41.33956(N)    159 20 12.50081(W)     ADJUSTED  
 TU1938* LOCAL TIDAL -                                                        
 TU1938  ___________________________________________________________________
 TU1938  EPOCH DATE  -        1993.62
 TU1938  LAPLACE CORR-         -14.10  (seconds)                    DEFLEC99
 TU1938  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1938
 TU1938  HORZ ORDER  -  THIRD
 TU1938
 TU1938.The horizontal coordinates were established by classical geodetic methods
 TU1938.and adjusted by the National Geodetic Survey in December 1998..
 TU1938.The horizontal coordinates are valid at the epoch date displayed above.
 TU1938.The epoch date for horizontal control is a decimal equivalence
 TU1938.of Year/Month/Day.
 TU1938
 TU1938
 TU1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1938
 TU1938.The geoid height was determined by GEOID03.
 TU1938
 TU1938;                    North         East     Units Scale Factor Converg.
 TU1938;SPC HI 4     -    19,735.195   516,850.277   MT  0.99999351   +0 03 40.2
 TU1938;UTM  04      - 2,434,136.283   465,237.278   MT  0.99961493   -0 07 34.4
 TU1938
 TU1938                          SUPERSEDED SURVEY CONTROL
 TU1938
 TU1938  NAD 83(1986)-  22 00 41.31572(N)    159 20 12.55398(W) AD(       ) 4
 TU1938  OLD HI      -  22 00 52.65000(N)    159 20 22.62000(W) AD(       ) 3
 TU1938
 TU1938.Superseded values are not recommended for survey control.
 TU1938.NGS no longer adjusts projects to the OLD HI datum.
 TU1938.See file dsdata.txt to determine how the superseded data were derived.
 TU1938
 TU1938_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6523734136(NAD 83)
 TU1938
 TU1938  HISTORY     - Date     Condition        Report By
 TU1938  HISTORY     - 1910     MONUMENTED       CGS
 TU1938  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1938  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1938
 TU1938                          STATION DESCRIPTION
 TU1938
 TU1938'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1938'ON EAST COAST OF KAUAI, ABOUT 1 MILE NORTH OF HANAMAULU BAY,
 TU1938'AND NEAR THE MOUTH OF A SMALL STREAM ON SAND BEACH, ABOUT 25
 TU1938'FEET BACK FROM AND 3 FEET ABOVE HIGH-WATER MARK.  MARKED
 TU1938'BY POLE SIGNAL.  REFERENCE MARK A STAKE IN SMALL SAND MOUND 18.1
 TU1938'FEET SOUTH OF SIGNAL.
 TU1938
 TU1938                          STATION RECOVERY (1958)
 TU1938
 TU1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1938'THE REMAINS OF AN OLD SIGNAL WAS RECOVERED.  NO CHECK ANGLES
 TU1938'WERE TAKEN.  THE R.M. WAS NOT FOUND.
 TU1938'
 TU1938'TO REACH GO 1.2 MILES N.E. ALONG THE MAIN HIGHWAY FROM THE
 TU1938'VILLAGE OF HANAMAULU.  TURN RIGHT IN A S.E. LY DIRECTION FOR
 TU1938'0.55 MILE.  TURN RIGHT AT BEACH AND GO S.E. FOR 0.15 MILE TO
 TU1938'STATION ON NORTHSIDE OF STREAM.
 TU1938
 TU1938                          STATION RECOVERY (1965)
 TU1938
 TU1938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1938'STATION IS GONE.  THE LOCATION WAS DETERMINED BY ANGLE CHECK ON
 TU1938'3 SURROUNDING TRIANGULATION STATIONS.  THERE IS AN OLD SHOOTING
 TU1938'RANGE JUST A FEW FEET INSHORE FROM THE POINT AND SAND HAS BEEN
 TU1938'REMOVED AND THE SANDBANK RE-INFORCED WITH STEEL MESH.
 TU1938'
 TU1938'NOTE--A RECOVERY DESCRIPTION MENTIONS FINDING AN OLD SIGNAL ON
 TU1938'NORTH SIDE OF STREAM, HOWEVER THE STATION WAS LOCATED ABOUT 100
 TU1938'FEET SOUTH OF THIS STREAM.
 TU1938'
 TU1938'THERE IS AN OLD, SHORT TOWER, RESEMBLING A LIFEGUARD STAND, ABOUT
 TU1938'100 YARDS NORTH OF THE STREAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1569 ***********************************************************************
 TU1569  DESIGNATION -  FENCE 1958
 TU1569  PID         -  TU1569
 TU1569  STATE/COUNTY-  HI/HONOLULU
 TU1569  USGS QUAD   -  KAENA (1983)
 TU1569
 TU1569                         *CURRENT SURVEY CONTROL
 TU1569  ___________________________________________________________________
 TU1569* NAD 83(1993)-  21 33 38.42977(N)    158 14 18.57680(W)     ADJUSTED  
 TU1569* LOCAL TIDAL -       408.3    (meters)    1340.     (feet)  VERT ANG  
 TU1569  ___________________________________________________________________
 TU1569  EPOCH DATE  -        1993.62
 TU1569  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 TU1569  GEOID HEIGHT-          14.77  (meters)                     GEOID03
 TU1569
 TU1569  HORZ ORDER  -  THIRD
 TU1569
 TU1569.The horizontal coordinates were established by classical geodetic methods
 TU1569.and adjusted by the National Geodetic Survey in December 1998..
 TU1569.The horizontal coordinates are valid at the epoch date displayed above.
 TU1569.The epoch date for horizontal control is a decimal equivalence
 TU1569.of Year/Month/Day.
 TU1569
 TU1569.The orthometric height was determined by vertical angle observations.
 TU1569
 TU1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1569
 TU1569.The geoid height was determined by GEOID03.
 TU1569
 TU1569;                    North         East     Units Scale Factor Converg.
 TU1569;SPC HI 3     -    43,643.758   475,297.705   MT  0.99999754   -0 05 15.5
 TU1569;UTM  04      - 2,384,393.681   578,844.844   MT  0.99967681   +0 16 47.5
 TU1569
 TU1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1569!SPC HI 3     -   0.99993351  x   0.99999754  =   0.99993105
 TU1569!UTM  04      -   0.99993351  x   0.99967681  =   0.99961034
 TU1569
 TU1569:                Primary Azimuth Mark                     Grid Az
 TU1569:SPC HI 3     -  CACTUS                                   294 29 50.6
 TU1569:UTM  04      -  CACTUS                                   294 07 47.6
 TU1569
 TU1569|---------------------------------------------------------------------|
 TU1569| PID    Reference Object                     Distance      Geod. Az  |
 TU1569|                                                           dddmmss.s |
 TU1569| TU1576 CACTUS                              APPROX. 0.8 KM 2942435.1 |
 TU1569| TU1570 ANTENNA 1958                         50.277 METERS 32417     |
 TU1569|---------------------------------------------------------------------|
 TU1569
 TU1569                          SUPERSEDED SURVEY CONTROL
 TU1569
 TU1569  NAD 83(1986)-  21 33 38.37866(N)    158 14 18.58869(W) AD(       ) 3
 TU1569  OLD HI      -  21 33 49.76290(N)    158 14 28.53750(W) AD(       ) 3
 TU1569
 TU1569.Superseded values are not recommended for survey control.
 TU1569.NGS no longer adjusts projects to the OLD HI datum.
 TU1569.See file dsdata.txt to determine how the superseded data were derived.
 TU1569
 TU1569_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7884584394(NAD 83)
 TU1569_MARKER: Z = SEE DESCRIPTION
 TU1569_SETTING: 0 = UNSPECIFIED SETTING
 TU1569
 TU1569  HISTORY     - Date     Condition        Report By
 TU1569  HISTORY     - 1958     MONUMENTED       CGS
 TU1569  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1569
 TU1569                          STATION DESCRIPTION
 TU1569
 TU1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1569'THE STATION IS 6.5 MILES NORTH OF WAIANAE, 3.0 MILES EAST OF
 TU1569'KAENA POINT LIGHT HOUSE, AND 2.8 MILES SOUTH-WEST OF THE WEST END
 TU1569'OF THE DILLLINGHAM AIR FORCE BASE RUNWAY.
 TU1569'
 TU1569'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST
 TU1569'AND NORTH ON THE MAIN TRAVELED ROAD FOR 6.9 MILES TO A CEMETARY
 TU1569'ON THE RIGHT AT THE END OF THE PAVEMENT, CONTINUE STRAIGHT AHEAD
 TU1569'FOR 1.5 MILES TO A T-INTERSECTION TURN RIGHT AND FOLLOW THE
 TU1569'WINDING ROAD 1.6 MILES TO THE TOP OF THE HILL AND A
 TU1569'T-INTERSECTION, TURN RIGHT AND GO 0.4 MILES TO THE ANTENNA
 TU1569'INSTALLATION ON THE RIGHT, THE STATION IS ABOUT 100 FEET EAST
 TU1569'OF THE RADAR ANTENNA AND ABOUT 8.0 FEET WEST OF A HIGH MESH
 TU1569'WIRE FENCE.
 TU1569'
 TU1569'THE STATION A STANDARD DISK STAMPED FENCE 1958 IS SET IN A DRILL
 TU1569'HOLE IN A PIECE OF BURIED CONCRETE AND IS FLUSH WITH THE GROUND.
 TU1569'
 TU1569'TOWELL STATION NO 13 IS AN UNSTAMPED 1.0 INCH IRON PIPE
 TU1569'PROJECTING 6 INCHES, IT IS 182 FEET WEST OF THE STATION AND
 TU1569'ALMOST ON LINE WITH STATION CACTUS.
 TU1569'
 TU1569'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1569
 TU1569                          STATION RECOVERY (1964)
 TU1569
 TU1569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1569'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER
 TU1569'TOWELL STATION 13 WAS NOT FOUND.  THERE ARE SOME MOBILE OFFICES
 TU1569'SETTING IN THIS AREA AND IS BELIEVED DESTROYED.
 TU1569'
 TU1569'STATION IS LOCATED ON THE RIDGE ABOVE KAENA POINT, AT THE KAENA
 TU1569'POINT TRACKING STATION, IN THE EAST END OF THE ANTENNA BUILDING
 TU1569'COMPOUND, IN A FENCE CORNER, ABOUT 1800 FEET SOUTHEAST FROM
 TU1569'THE T-JUNCTION AT THE SECURITY GUARD SHACK.
 TU1569'
 TU1569'STATION MARK IS A STANDARD DISK STAMPED FENCE 1958, CEMENTED IN
 TU1569'DRILL HOLE IN A PIECE OF BURIED CONCRETE THAT IS ABOUT 6 INCHES
 TU1569'IN DIAMETER ON THE TOP.  IT IS 8 FEET WEST OF THE NORTH-SOUTH
 TU1569'FENCE, 8.7 FEET WEST-NORTHWEST OF THE FENCE CORNER POST, 2.8
 TU1569'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL, RED,
 TU1569'PAINT-STORAGE SHACK AND IS ABOUT 4 INCHES BELOW GROUND SURFACE.
 TU1569'
 TU1569'NO REFERENCE MARKS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2037 ***********************************************************************
 TU2037  DESIGNATION -  FIC VAN 1968
 TU2037  PID         -  TU2037
 TU2037  STATE/COUNTY-  HI/KAUAI
 TU2037  USGS QUAD   -  KEKAHA (1983)
 TU2037
 TU2037                         *CURRENT SURVEY CONTROL
 TU2037  ___________________________________________________________________
 TU2037* NAD 83(1993)-  22 03 02.65227(N)    159 46 50.98230(W)     ADJUSTED  
 TU2037* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU2037  ___________________________________________________________________
 TU2037  EPOCH DATE  -        1993.62
 TU2037  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 TU2037  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2037
 TU2037  HORZ ORDER  -  SECOND
 TU2037
 TU2037.The horizontal coordinates were established by classical geodetic methods
 TU2037.and adjusted by the National Geodetic Survey in December 1998..
 TU2037.The horizontal coordinates are valid at the epoch date displayed above.
 TU2037.The epoch date for horizontal control is a decimal equivalence
 TU2037.of Year/Month/Day.
 TU2037
 TU2037.The orthometric height was scaled from a topographic map.
 TU2037
 TU2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2037
 TU2037.The geoid height was determined by GEOID03.
 TU2037
 TU2037;                    North         East     Units Scale Factor Converg.
 TU2037;SPC HI 4     -    24,099.400   471,011.587   MT  1.00000038   -0 06 19.6
 TU2037;UTM  04      - 2,438,648.944   419,429.129   MT  0.99968021   -0 17 35.4
 TU2037
 TU2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2037!SPC HI 4     -   0.99999668  x   1.00000038  =   0.99999706
 TU2037!UTM  04      -   0.99999668  x   0.99968021  =   0.99967689
 TU2037
 TU2037                          SUPERSEDED SURVEY CONTROL
 TU2037
 TU2037  NAD 83(1986)-  22 03 02.61742(N)    159 46 51.00842(W) AD(       ) 2
 TU2037  OLD HI      -  22 03 13.89820(N)    159 47 01.05571(W) AD(       ) 2
 TU2037
 TU2037.Superseded values are not recommended for survey control.
 TU2037.NGS no longer adjusts projects to the OLD HI datum.
 TU2037.See file dsdata.txt to determine how the superseded data were derived.
 TU2037
 TU2037_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1942938649(NAD 83)
 TU2037
 TU2037  HISTORY     - Date     Condition        Report By
 TU2037  HISTORY     - 1968     MONUMENTED       CGS
 TU2037  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2037
 TU2037                          STATION DESCRIPTION
 TU2037
 TU2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU2037'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU2037'FACILITY, GO NORTH ON NOHILI ROAD FOR 0.6 MILE TO THE INTERSECTION
 TU2037'WITH KALANAMAHIKI PLACE NORTH.  TURN LEFT AND GO NORTH ON
 TU2037'KALANAMAHIKI PLACE NORTH FOR 0.6 MILE TO PALAI OLANI ROAD.  TURN
 TU2037'LEFT AND GO WEST ON PALAI OLANI ROAD FOR 0.05 MILE TO KUKUI
 TU2037'ROAD.  TURN RIGHT AND GO NORTH ON KUKUI ROAD FOR 0.35 MILE TO
 TU2037'HOKU ROAD.  TURN LEFT AND GO WEST ON HOKU ROAD FOR 0.1 MILE TO
 TU2037'THE STATION IN THE NORTHWEST CORNER OF A LARGE ASPHALT PARKING
 TU2037'AREA.
 TU2037'
 TU2037'THE FIC VAN IS A WHITE-PAINTED SEMI TRAILER WITH VARIOUS ANTENNAE
 TU2037'MOUNTED TO THE ROOF.
 TU2037'
 TU2037'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JUPITER,
 TU2037'DISTANCE BEING 93.28 FEET (28.432 METERS) SOUTHWEST OF STATION
 TU2037'JUPITER.  POINT TRAVERSED TO WAS THE CENTER OF THE ROOF.
 TU2037
 TU2037                          STATION RECOVERY (1983)
 TU2037
 TU2037'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2037'VAN NO LONGER IN USE NOR AT THIS LOCATION.  STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2954 ***********************************************************************
 TU2954  DESIGNATION -  FIELD TWO TEN
 TU2954  PID         -  TU2954
 TU2954  STATE/COUNTY-  HI/MAUI
 TU2954  USGS QUAD   -  HAIKU (1992)
 TU2954
 TU2954                         *CURRENT SURVEY CONTROL
 TU2954  ___________________________________________________________________
 TU2954* NAD 83(1993)-  20 52 56.96816(N)    156 19 37.88306(W)     ADJUSTED  
 TU2954* LOCAL TIDAL -       349.8    (meters)    1148.     (feet)  VERT ANG  
 TU2954  ___________________________________________________________________
 TU2954  EPOCH DATE  -        1993.62
 TU2954  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 TU2954  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU2954
 TU2954  HORZ ORDER  -  FIRST
 TU2954
 TU2954.The horizontal coordinates were established by classical geodetic methods
 TU2954.and adjusted by the National Geodetic Survey in December 1998..
 TU2954.The horizontal coordinates are valid at the epoch date displayed above.
 TU2954.The epoch date for horizontal control is a decimal equivalence
 TU2954.of Year/Month/Day.
 TU2954
 TU2954.The orthometric height was determined by vertical angle observations.
 TU2954
 TU2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2954
 TU2954.The geoid height was determined by GEOID03.
 TU2954
 TU2954;                    North         East     Units Scale Factor Converg.
 TU2954;SPC HI 2     -    60,833.622   535,322.081   MT  0.99998208   +0 07 15.6
 TU2954;UTM  04      - 2,311,455.819   778,074.573   MT  1.00055571   +0 57 12.0
 TU2954
 TU2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2954!SPC HI 2     -   0.99994255  x   0.99998208  =   0.99992463
 TU2954!UTM  04      -   0.99994255  x   1.00055571  =   1.00049823
 TU2954
 TU2954:                Primary Azimuth Mark                     Grid Az
 TU2954:SPC HI 2     -  PAUWELA POINT LIGHTHOUSE                 004 52 45.8
 TU2954:UTM  04      -  PAUWELA POINT LIGHTHOUSE                 004 02 49.4
 TU2954
 TU2954|---------------------------------------------------------------------|
 TU2954| PID    Reference Object                     Distance      Geod. Az  |
 TU2954|                                                           dddmmss.s |
 TU2954| TU2953 PAUWELA POINT LIGHTHOUSE            APPROX. 7.0 KM 0050001.4 |
 TU2954| TU2999 PAIA SUGAR MILL STACK               APPROX. 5.7 KM 2973937.9 |
 TU2954| CN5128 FIELD TWO TEN AZ MK                                3403707.3 |
 TU2954|---------------------------------------------------------------------|
 TU2954
 TU2954                          SUPERSEDED SURVEY CONTROL
 TU2954
 TU2954  NAD 83(1986)-  20 52 56.92552(N)    156 19 37.87895(W) AD(       ) 1
 TU2954  OLD HI      -  20 53 08.47800(N)    156 19 48.01400(W) AD(       ) 1
 TU2954
 TU2954.Superseded values are not recommended for survey control.
 TU2954.NGS no longer adjusts projects to the OLD HI datum.
 TU2954.See file dsdata.txt to determine how the superseded data were derived.
 TU2954
 TU2954_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7807511456(NAD 83)
 TU2954_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2954
 TU2954  HISTORY     - Date     Condition        Report By
 TU2954  HISTORY     - 1950     MONUMENTED       CGS
 TU2954  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2954
 TU2954                          STATION DESCRIPTION
 TU2954
 TU2954'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2954'THE STATION IS LOCATED IN GRASS LAND WHICH LIES ABOUT 3.5 MILES
 TU2954'SOUTHEAST OF PAIA, ABOUT 2 MILES SOUTH OF HAIKU, 152 FEET SOUTHWEST
 TU2954'OF A GRADED ROAD, 133 FEET NORTH NORTHWEST OF A BRIDGE OVER AN
 TU2954'IRRIGATION DITCH, 20 FEET NORTH OF A PINEAPPLE FIELD AND 10 FEET
 TU2954'NORTH OF AN IRRIGATION DITCH.
 TU2954'
 TU2954'TO REACH FROM THE T ROAD INTERSECTION IN LOWER PAIA, GO EASTERLY,
 TU2954'ON THE HIGHWAY TOWARD HAIKU, FOR 1.7 MILES.  TURN RIGHT, AS PER
 TU2954'THE SIGN READING MAUI HIGH SCHOOL, AND GO SOUTHEAST FOR 1.3
 TU2954'MILES.  TURN LEFT AND GO NORTHEAST FOR 0.2 MILE TO A T ROAD
 TU2954'INTERSECTION AT A THEATER.  TURN RIGHT AND FOLLOW THE MAIN
 TU2954'TRAVELED ROAD, UP GRADE, SOUTHEASTERLY, FOR 3.0 MILES TO THE
 TU2954'STATION ON THE RIGHT HAND SIDE OF THE ROAD.
 TU2954'
 TU2954'THE STATION IS A STANDARD DISK, STAMPED FIELD TWO TEN 1949,
 TU2954'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 TU2954'4 INCHES.
 TU2954'
 TU2954'THE SUB SURFACE MARK IS A STANDARD DISK, STAMPED FIELD TWO
 TU2954'TEN 1949, SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS 40 INCHES
 TU2954'BELOW THE SURFACE OF THE SOIL.
 TU2954'
 TU2954'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FIELD TWO TEN
 TU2954'1949, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2954'ABOUT 1 FOOT.  IT IS LOCATED 0.55 MILE NORTH NORTHWEST OF THE
 TU2954'STATION, 10 FEET WEST OF THE CENTER OF A DIRT ROAD AND 4 FEET
 TU2954'EAST OF AN IRRIGATION DITCH.  TO REACH FROM THE STATION GO
 TU2954'NORTHWESTERLY ON THE DIRT ROAD FOR 0.6 MILE TO THE AZIMUTH ON
 TU2954'THE LEFT HAND SIDE OF THE ROAD.
 TU2954
 TU2954                          STATION RECOVERY (1968)
 TU2954
 TU2954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2954'STATION HAS BEEN DESTROYED.  THE EXACT POINT WAS LOCATED BY
 TU2954'SETTING ON THE OLD CHECK ANGLES, AND A HOLE DUG 4 FEET DEEP
 TU2954'BUT NO MARKS FOUND.  THIS AREA IS NOW PLANTED IN PINEAPPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0206 ***********************************************************************
 TU0206  DESIGNATION -  FILTRATION
 TU0206  PID         -  TU0206
 TU0206  STATE/COUNTY-  HI/MAUI
 TU0206  USGS QUAD   -  PAIA (1997)
 TU0206
 TU0206                         *CURRENT SURVEY CONTROL
 TU0206  ___________________________________________________________________
 TU0206* NAD 83(1993)-  20 51 01.00769(N)    156 23 53.27799(W)     ADJUSTED  
 TU0206* LOCAL TIDAL -       138.952  (meters)     455.88   (feet)  ADJ UNCH  
 TU0206  ___________________________________________________________________
 TU0206  EPOCH DATE  -        1993.62
 TU0206  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 TU0206  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU0206
 TU0206  HORZ ORDER  -  FIRST
 TU0206  VERT ORDER  -  FIRST     CLASS II
 TU0206
 TU0206.The horizontal coordinates were established by classical geodetic methods
 TU0206.and adjusted by the National Geodetic Survey in December 1998..
 TU0206.The horizontal coordinates are valid at the epoch date displayed above.
 TU0206.The epoch date for horizontal control is a decimal equivalence
 TU0206.of Year/Month/Day.
 TU0206
 TU0206.The orthometric height was key entered from printed documents
 TU0206.and not key verified.
 TU0206
 TU0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0206
 TU0206.The geoid height was determined by GEOID03.
 TU0206
 TU0206;                    North         East     Units Scale Factor Converg.
 TU0206;SPC HI 2     -    57,253.473   527,946.469   MT  0.99997631   +0 05 44.1
 TU0206;UTM  04      - 2,307,766.954   770,747.665   MT  1.00050601   +0 55 35.9
 TU0206
 TU0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0206!SPC HI 2     -   0.99997563  x   0.99997631  =   0.99995194
 TU0206!UTM  04      -   0.99997563  x   1.00050601  =   1.00048163
 TU0206
 TU0206|---------------------------------------------------------------------|
 TU0206| PID    Reference Object                     Distance      Geod. Az  |
 TU0206|                                                           dddmmss.s |
 TU0206| CN5129 FILTRATION RM 1                      14.788 METERS 02227     |
 TU0206| CN5130 FILTRATION RM 2                       9.450 METERS 14611     |
 TU0206| TU2980 PUU NENE SUGAR MILL S STACK         APPROX. 6.1 KM 2881146.4 |
 TU0206| TU3034 KAHULUI RADIO STA KMVI MAST         APPROX.10.0 KM 2941118.6 |
 TU0206|---------------------------------------------------------------------|
 TU0206
 TU0206                          SUPERSEDED SURVEY CONTROL
 TU0206
 TU0206  NAD 83(1986)-  20 51 00.96802(N)    156 23 53.26928(W) AD(       ) 1
 TU0206  OLD HI      -  20 51 12.50900(N)    156 24 03.41300(W) AD(       ) 1
 TU0206
 TU0206.Superseded values are not recommended for survey control.
 TU0206.NGS no longer adjusts projects to the OLD HI datum.
 TU0206.See file dsdata.txt to determine how the superseded data were derived.
 TU0206
 TU0206_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7074807767(NAD 83)
 TU0206_MARKER: DS = TRIANGULATION STATION DISK
 TU0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0206_STAMPING: FILTRATION 1949
 TU0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0206+STABILITY: SURFACE MOTION
 TU0206
 TU0206  HISTORY     - Date     Condition        Report By
 TU0206  HISTORY     - 1950     MONUMENTED       CGS
 TU0206  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0206  HISTORY     - 1968     GOOD             NGS
 TU0206  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0206
 TU0206                          STATION DESCRIPTION
 TU0206
 TU0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU0206'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF PAIA, ABOUT
 TU0206'5.5 MILES SOUTHEAST OF KAHULUI, ABOUT 250 FEET EAST OF A GRADED
 TU0206'ROAD, ABOUT 250 FEET NORTHEAST OF A SHED, 31 FEET WEST OF A
 TU0206'CONCRETE DITCH.  THE STATION IS AT THE FILTRATION PLANT FOR THE
 TU0206'CITY OF PAIA, AND ON THE LEVEE AT THE SOUTHWEST CORNER OF THE
 TU0206'HIGHEST RESERVOIR.
 TU0206'
 TU0206'TO REACH FROM THE POST OFFICE AT KAHULUI.  GO EAST AND NORTH,
 TU0206'ON THE ROAD TOWARD PAIA, FOR 3.2 MILES.  TURN RIGHT, ONTO THE
 TU0206'HALEAKALA ROAD, AND GO SOUTHEAST FOR 1.8 MILES TO POWER POLE
 TU0206'NUMBER 33.  TURN RIGHT, ONTO A GRADED ROAD, AND GO SOUTHERLY FOR
 TU0206'1.0 MILE.  TAKE THE RIGHT HAND FORK AND CIRCLE AROUND THE WEST
 TU0206'END OF A LARGE RESERVOIR AND GO 0.3 MILE.  TAKE THE LEFT HAND
 TU0206'FORK AND FOLLOW THE MAIN TRAVELED ROAD, SOUTHEASTERLY FOR 0.7
 TU0206'MILE TO THE FILTRATION PLANT AND THE STATION.
 TU0206'
 TU0206'THE STATION IS A STANDARD DISK, STAMPED FILTRATION 1949, SET IN
 TU0206'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES.
 TU0206'
 TU0206'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED FILTRATION
 TU0206'1949, SET INTO AN IRREGULAR MASS OF CONCRETE WHICH IS 36 INCHES
 TU0206'BELOW THE SURFACE OF THE GROUND.
 TU0206'
 TU0206'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FILTRATION
 TU0206'NO 1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU0206'ABOUT 5 INCHES.  THIS BOULDER FORMS PART OF THE RETAINING WALL
 TU0206'OF THE UPPER RESERVOIR.
 TU0206'
 TU0206'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FILTRATION
 TU0206'NO 2 1949, SET INTO A DRILL HOLE IN A CONCRETE HEADWALL OF AN
 TU0206'IRRIGATION FLOW DITCH.  IT IS LOCATED FLUSH WITH GROUND AND
 TU0206'ABOUT THE SAME ELEVATION AS THE STATION.
 TU0206
 TU0206                          STATION RECOVERY (1968)
 TU0206
 TU0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU0206'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0206'COMPLETE DESCRIPTION FOLLOWS--
 TU0206'
 TU0206'STATION IS LOCATED ABOUT 3-1/2 MILES EAST-SOUTHEAST OF PUUNENE,
 TU0206'4 MILES SOUTHWEST OF PAIA AND 400 FEET NORTHWEST OF THE LOWRIE
 TU0206'DITCH, AT ABOUT 456 FEET ELEVATION, ON THE BRUSH-COVERED LEVEE AT
 TU0206'THE ROUNDED, WEST CORNER OF THE HIGHEST RESERVOIR AT THE WATER
 TU0206'FILTRATION PLANT OF THE CITY OF PAIA.
 TU0206'
 TU0206'TO REACH STATION FROM THE KAHULUI SHOPPING CENTER, GO EAST ON
 TU0206'STATE HIGHWAY 32 FOR 0.25 MILE.  TAKE RIGHT FORK AND GO ON STATE
 TU0206'HIGHWAY 36 FOR 3.0 MILES.  GO RIGHT, ON STATE HIGHWAY 37, FOR 3.5
 TU0206'MILES TO PAVED CROSSROAD JUST AFTER CROSSING THE LOWRIE DITCH.
 TU0206'TURN RIGHT AND GO 0.45 MILE TO PAVED SIDE ROAD RIGHT.  TURN RIGHT
 TU0206'AND GO 0.8 MILE.  TURN LEFT ONTO FIELD ROAD AND GO SOUTHEAST
 TU0206'0.45 MILE TO THE LOWRIE DITCH.  TURN RIGHT AND FOLLOW ROAD
 TU0206'ALONG CANAL FOR 0.6 MILE TO FORK.  TAKE LEFT FORK AND GO 0.05
 TU0206'MILE.  TAKE RIGHT FORK AND GO 0.15 MILE AROUND BASE OF HILL
 TU0206'TO SIDE ROAD RIGHT.  TURN RIGHT AND GO UP ONTO TOP OF RISE
 TU0206'BY RESERVOIR, THEN GO RIGHT 30 YARDS TO END OF RESERVOIR, TURN
 TU0206'LEFT AROUND END AND GO NORTH ON TRACK ROAD BETWEEN RESERVOIRS
 TU0206'FOR ABOUT 100 YARDS TO END OF RESERVOIR ON RIGHT.  WALK
 TU0206'NORTHEAST UP ONTO BRUSHY RISE ON RIGHT ABOUT 30 YARDS.
 TU0206'
 TU0206'STATION MARK IS A STANDARD DISK STAMPED FILTRATION 1949, SET IN
 TU0206'THE TOP OF AN 8-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 TU0206'INCHES ABOVE GROUND, HIDDEN BY DEEP GRASS.  IT IS 9 FEET WEST OF
 TU0206'THE CURVING, STONE WALL OF THE POND, 29 FEET WEST OF PLANK WALK
 TU0206'EXTENDING INTO THE POND, AND 2 FEET SOUTHWEST OF A WHITE
 TU0206'WITNESS POST.
 TU0206'
 TU0206'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FILTRATION
 TU0206'NO 1 1949, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER IN THE
 TU0206'TOP OF THE WEST WALL OF THE POND.  IT IS 0.3 FOOT HIGHER THAN
 TU0206'STATION MARK.
 TU0206'
 TU0206'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FILTRATION
 TU0206'NO 2 1949, CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE
 TU0206'SPILLWAY, 10 FEET SOUTH OF EDGE OF POND, 3 FEET NORTHWEST OF A
 TU0206'FLOODGATE CONTROL WHEEL, FLUSH WITH GROUND, AND 0.2 FOOT LOWER
 TU0206'THAN STATION MARK.
 TU0206
 TU0206                          STATION RECOVERY (1968)
 TU0206
 TU0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0206'5.5 MI SE FROM KAHULUI.
 TU0206'3.25 MILES EAST ON STATE HIGHWAYS 32 AND 36.  THENCE SOUTHEAST ON
 TU0206'STATE HIGHWAY 37 FOR 3.5 MILES TO CROSSROAD.  THENCE RIGHT 0.45 MILE.
 TU0206'THENCE TAKE SIDE ROAD RIGHT FOR 0.8 MILE.  THENCE TAKE FIELD ROAD LEFT
 TU0206'0.45 MILE TO LOWRIE DITCH.  THENCE GO RIGHT ALONG CANAL 0.6 MILE TO
 TU0206'FORK.  THENCE TAKE LEFT FORK AND GO 0.05 MILE.  THENCE TAKE RIGHT FORK
 TU0206'AND GO 0.15 MILE AROUND BASE OF HILL.  THENCE GO RIGHT, UP ONTO TOP OF
 TU0206'RISE BY RESERVOIR.  THENCE PASS AROUND RIGHT END OF RESERVOIR AND GO
 TU0206'LEFT, BETWEEN RESERVOIRS, ABOUT 100 YARDS.  THENCE WALK ABOUT 30 YARDS
 TU0206'RIGHT, UP ONTO RISE.  LOCATED AT THE ROUNDED, WEST CORNER OF THE
 TU0206'HIGHEST RESERVOIR AT THE PAIA WATER FILTRATION PLANT.  9 FEET WEST OF
 TU0206'POND WALL, 29 FEET WEST OF A PLANK WALK EXTENDING OUT OVER POND, AND 2
 TU0206'FEET SOUTHWEST OF A WHITE WITNESS POST.  SET IN THE TOP OF AN
 TU0206'8-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND,
 TU0206'AND HIDDEN BY DEEP GRASS.
 TU0206
 TU0206                          STATION RECOVERY (1969)
 TU0206
 TU0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU0206'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION
 TU0206'AS DESCRIBED.
 TU0206'
 TU0206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0206'4.8 MILES SOUTHEAST OF PUUNENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0205 ***********************************************************************
 TU0205  DESIGNATION -  FILTRATION RM 1
 TU0205  PID         -  TU0205
 TU0205  STATE/COUNTY-  HI/MAUI
 TU0205  USGS QUAD   -  PAIA (1997)
 TU0205
 TU0205                         *CURRENT SURVEY CONTROL
 TU0205  ___________________________________________________________________
 TU0205* NAD 83(1986)-  20 51 00.     (N)    156 23 53.     (W)     SCALED    
 TU0205* LOCAL TIDAL -       139.030  (meters)     456.13   (feet)  ADJ UNCH  
 TU0205  ___________________________________________________________________
 TU0205  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU0205
 TU0205  VERT ORDER  -  FIRST     CLASS II
 TU0205
 TU0205.The horizontal coordinates were scaled from a topographic map and have
 TU0205.an estimated accuracy of +/- 6 seconds.
 TU0205
 TU0205.The orthometric height was key entered from printed documents
 TU0205.and not key verified.
 TU0205
 TU0205.The geoid height was determined by GEOID03.
 TU0205
 TU0205;                    North         East    Units  Estimated Accuracy
 TU0205;SPC HI 2     -    57,220.      527,960.      MT  (+/- 180 meters Scaled)
 TU0205
 TU0205                          SUPERSEDED SURVEY CONTROL
 TU0205
 TU0205.No superseded survey control is available for this station.
 TU0205
 TU0205_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ707077(NAD 83)
 TU0205_MARKER: DR = REFERENCE MARK DISK
 TU0205_SETTING: 80 = SET IN A BOULDER
 TU0205_SP_SET: BOULDER
 TU0205_STAMPING: FILTRATION NO 1 1949
 TU0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0205+STABILITY: SURFACE MOTION
 TU0205
 TU0205  HISTORY     - Date     Condition        Report By
 TU0205  HISTORY     - 1949     MONUMENTED       CGS
 TU0205  HISTORY     - 1968     GOOD             NGS
 TU0205
 TU0205                          STATION DESCRIPTION
 TU0205
 TU0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0205'5.5 MI SE FROM KAHULUI.
 TU0205'LOCATED ON THE BRUSH-COVERED LEVEE ON THE WEST SIDE OF THE HIGHEST
 TU0205'RESERVOIR OF THE PAIA WATER FILTRATION PLANT, 48.5 FEET NORTHEAST OF
 TU0205'TRIANGULATION STATION FILTRATION 1950.  CEMENTED IN A DRILL HOLE IN A
 TU0205'BOULDER IN THE TOP OF THE STONE AND MORTAR WALL OF THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0204 ***********************************************************************
 TU0204  DESIGNATION -  FILTRATION RM 2
 TU0204  PID         -  TU0204
 TU0204  STATE/COUNTY-  HI/MAUI
 TU0204  USGS QUAD   -  PAIA (1997)
 TU0204
 TU0204                         *CURRENT SURVEY CONTROL
 TU0204  ___________________________________________________________________
 TU0204* NAD 83(1986)-  20 51 00.     (N)    156 23 53.     (W)     SCALED    
 TU0204* LOCAL TIDAL -       138.852  (meters)     455.55   (feet)  ADJ UNCH  
 TU0204  ___________________________________________________________________
 TU0204  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU0204
 TU0204  VERT ORDER  -  FIRST     CLASS II
 TU0204
 TU0204.The horizontal coordinates were scaled from a topographic map and have
 TU0204.an estimated accuracy of +/- 6 seconds.
 TU0204
 TU0204.The orthometric height was key entered from printed documents
 TU0204.and not key verified.
 TU0204
 TU0204.The geoid height was determined by GEOID03.
 TU0204
 TU0204;                    North         East    Units  Estimated Accuracy
 TU0204;SPC HI 2     -    57,220.      527,960.      MT  (+/- 180 meters Scaled)
 TU0204
 TU0204                          SUPERSEDED SURVEY CONTROL
 TU0204
 TU0204.No superseded survey control is available for this station.
 TU0204
 TU0204_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ707077(NAD 83)
 TU0204_MARKER: DR = REFERENCE MARK DISK
 TU0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0204_SP_SET: SPILLWAY BOX
 TU0204_STAMPING: FILTRATION NO 2 1949
 TU0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0204
 TU0204  HISTORY     - Date     Condition        Report By
 TU0204  HISTORY     - 1949     MONUMENTED       CGS
 TU0204  HISTORY     - 1968     GOOD             NGS
 TU0204
 TU0204                          STATION DESCRIPTION
 TU0204
 TU0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0204'5.5 MI SE FROM KAHULUI.
 TU0204'LOCATED ON THE BRUSH-COVERED LEVEE ON THE WEST SIDE OF THE HIGHEST
 TU0204'RESERVOIR OF THE PAIA WATER FILTRATION PLANT, 10 FEET SOUTH OF EDGE OF
 TU0204'POND, 3 FEET NORTHWEST OF A FLOODGATE CONTROL WHEEL, AND CEMENTED IN A
 TU0204'DRILL HOLE IN THE NORTH END OF A CONCRETE SPILLWAY BOX, FLUSH WITH
 TU0204'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3264 ***********************************************************************
 TU3264  DESIGNATION -  FLAG
 TU3264  PID         -  TU3264
 TU3264  STATE/COUNTY-  HI/MAUI
 TU3264  USGS QUAD   -  
 TU3264
 TU3264                         *CURRENT SURVEY CONTROL
 TU3264  ___________________________________________________________________
 TU3264* NAD 83(1993)-  20 53 52.30157(N)    157 02 56.06519(W)     ADJUSTED  
 TU3264* LOCAL TIDAL -                                                        
 TU3264  ___________________________________________________________________
 TU3264  EPOCH DATE  -        1993.62
 TU3264  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 TU3264  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU3264
 TU3264  HORZ ORDER  -  THIRD
 TU3264
 TU3264.The horizontal coordinates were established by classical geodetic methods
 TU3264.and adjusted by the National Geodetic Survey in December 1998..
 TU3264.The horizontal coordinates are valid at the epoch date displayed above.
 TU3264.The epoch date for horizontal control is a decimal equivalence
 TU3264.of Year/Month/Day.
 TU3264
 TU3264
 TU3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3264
 TU3264.The geoid height was determined by GEOID03.
 TU3264
 TU3264;                    North         East     Units Scale Factor Converg.
 TU3264;SPC HI 2     -    62,545.325   460,232.450   MT  0.99998620   -0 08 10.9
 TU3264;UTM  04      - 2,312,076.643   702,941.849   MT  1.00010899   +0 41 46.3
 TU3264
 TU3264                          SUPERSEDED SURVEY CONTROL
 TU3264
 TU3264  NAD 83(1986)-  20 53 52.25911(N)    157 02 56.02662(W) AD(       ) 4
 TU3264  OLD HI      -  20 54 03.71000(N)    157 03 06.08000(W) AD(       ) 3
 TU3264
 TU3264.Superseded values are not recommended for survey control.
 TU3264.NGS no longer adjusts projects to the OLD HI datum.
 TU3264.See file dsdata.txt to determine how the superseded data were derived.
 TU3264
 TU3264_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0294212077(NAD 83)
 TU3264
 TU3264  HISTORY     - Date     Condition        Report By
 TU3264  HISTORY     - UNK      MONUMENTED
 TU3264  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3264
 TU3264                          STATION DESCRIPTION
 TU3264
 TU3264'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3264'STATION MARK DISK, STAMPED FLAG 1932, CEMENTED IN A DRILL HOLE IN
 TU3264'A DEPRESSION ON THE TOP OF A LARGE BEDROCK OUTCROP ABOUT 5 FEET
 TU3264'HIGH, WAS RECOVERED AND FOUND IN GOOD CONDITION.
 TU3264'
 TU3264'BECAUSE OF THE LOCATION OF THE MARK MAKING IT IMPOSSIBLE TO SET
 TU3264'UP AN INSTRUMENT, THE MARK WAS REMOVED AND A NEW STATION, FLAG 2,
 TU3264'WAS ESTABLISHED ABOUT 100 FEET EAST.  SEE DESCRIPTION OF THAT
 TU3264'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3401 ***********************************************************************
 TU3401  DESIGNATION -  FLAG
 TU3401  PID         -  TU3401
 TU3401  STATE/COUNTY-  HI/MAUI
 TU3401  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3401
 TU3401                         *CURRENT SURVEY CONTROL
 TU3401  ___________________________________________________________________
 TU3401* NAD 83(1993)-  21 05 11.89782(N)    157 01 25.53471(W)     ADJUSTED  
 TU3401* LOCAL TIDAL -                                                        
 TU3401  ___________________________________________________________________
 TU3401  EPOCH DATE  -        1993.62
 TU3401  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 TU3401  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3401
 TU3401  HORZ ORDER  -  THIRD
 TU3401
 TU3401.The horizontal coordinates were established by classical geodetic methods
 TU3401.and adjusted by the National Geodetic Survey in December 1998..
 TU3401.The horizontal coordinates are valid at the epoch date displayed above.
 TU3401.The epoch date for horizontal control is a decimal equivalence
 TU3401.of Year/Month/Day.
 TU3401
 TU3401
 TU3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3401
 TU3401.The geoid height was determined by GEOID03.
 TU3401
 TU3401;                    North         East     Units Scale Factor Converg.
 TU3401;SPC HI 2     -    83,439.691   462,895.425   MT  0.99998367   -0 07 42.5
 TU3401;UTM  04      - 2,333,010.366   705,299.936   MT  1.00012088   +0 42 40.5
 TU3401
 TU3401                          SUPERSEDED SURVEY CONTROL
 TU3401
 TU3401  NAD 83(1986)-  21 05 11.85356(N)    157 01 25.48495(W) AD(       ) 4
 TU3401  OLD HI      -  21 05 23.27000(N)    157 01 35.56000(W) AD(       ) 3
 TU3401
 TU3401.Superseded values are not recommended for survey control.
 TU3401.NGS no longer adjusts projects to the OLD HI datum.
 TU3401.See file dsdata.txt to determine how the superseded data were derived.
 TU3401
 TU3401_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0530033010(NAD 83)
 TU3401
 TU3401  HISTORY     - Date     Condition        Report By
 TU3401  HISTORY     - UNK      MONUMENTED
 TU3401  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3401
 TU3401                          STATION DESCRIPTION
 TU3401
 TU3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3401'THE LOCATION OF THE STATION WAS PLOTTED ON U.S.G.S. QUADRANGLE
 TU3401'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE
 TU3401'BUT NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS
 TU3401'FOUND.
 TU3401'
 TU3401'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3263 ***********************************************************************
 TU3263  DESIGNATION -  FLAG 2
 TU3263  PID         -  TU3263
 TU3263  STATE/COUNTY-  HI/MAUI
 TU3263  USGS QUAD   -  
 TU3263
 TU3263                         *CURRENT SURVEY CONTROL
 TU3263  ___________________________________________________________________
 TU3263* NAD 83(1993)-  20 53 51.83457(N)    157 02 55.03919(W)     ADJUSTED  
 TU3263* LOCAL TIDAL -       125.1    (meters)     410.     (feet)  VERT ANG  
 TU3263  ___________________________________________________________________
 TU3263  EPOCH DATE  -        1993.62
 TU3263  LAPLACE CORR-           6.34  (seconds)                    DEFLEC99
 TU3263  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU3263
 TU3263  HORZ ORDER  -  SECOND
 TU3263
 TU3263.The horizontal coordinates were established by classical geodetic methods
 TU3263.and adjusted by the National Geodetic Survey in December 1998..
 TU3263.The horizontal coordinates are valid at the epoch date displayed above.
 TU3263.The epoch date for horizontal control is a decimal equivalence
 TU3263.of Year/Month/Day.
 TU3263
 TU3263.The orthometric height was determined by vertical angle observations.
 TU3263
 TU3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3263
 TU3263.The geoid height was determined by GEOID03.
 TU3263
 TU3263;                    North         East     Units Scale Factor Converg.
 TU3263;SPC HI 2     -    62,530.893   460,262.067   MT  0.99998617   -0 08 10.5
 TU3263;UTM  04      - 2,312,062.641   702,971.676   MT  1.00010914   +0 41 46.7
 TU3263
 TU3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3263!SPC HI 2     -   0.99997790  x   0.99998617  =   0.99996407
 TU3263!UTM  04      -   0.99997790  x   1.00010914  =   1.00008703
 TU3263
 TU3263|---------------------------------------------------------------------|
 TU3263| PID    Reference Object                     Distance      Geod. Az  |
 TU3263|                                                           dddmmss.s |
 TU3263| CN5131 FLAG 2 RM 1                           6.990 METERS 03246     |
 TU3263| TU3256 POHAKU                              APPROX. 3.7 KM 1193952.6 |
 TU3263| CN5132 FLAG 2 RM 2                           4.544 METERS 33417     |
 TU3263|---------------------------------------------------------------------|
 TU3263
 TU3263                          SUPERSEDED SURVEY CONTROL
 TU3263
 TU3263  NAD 83(1986)-  20 53 51.79230(N)    157 02 55.00023(W) AD(       ) 2
 TU3263  OLD HI      -  20 54 03.24100(N)    157 03 05.04900(W) AD(       ) 2
 TU3263
 TU3263.Superseded values are not recommended for survey control.
 TU3263.NGS no longer adjusts projects to the OLD HI datum.
 TU3263.See file dsdata.txt to determine how the superseded data were derived.
 TU3263
 TU3263_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0297212063(NAD 83)
 TU3263_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3263_SETTING: 66 = SET IN ROCK OUTCROP
 TU3263
 TU3263  HISTORY     - Date     Condition        Report By
 TU3263  HISTORY     - 1962     MONUMENTED       CGS
 TU3263
 TU3263                          STATION DESCRIPTION
 TU3263
 TU3263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3263'STATION IS LOCATED ABOUT 10 MILES AIRLINE NORTHWEST OF LANAI CITY
 TU3263'AND 1 MILE NORTHEAST OF KEANAPAPA POINT, WHICH IS THE WESTERNMOST
 TU3263'POINT OF LANAI ISLAND, ON THE SUMMIT OF A LOW HOGBACK RIDGE OF
 TU3263'ABOUT 415 FEET ELEVATION THAT HAS A SCATTERED COVERING OF SMALL
 TU3263'KIAWE TREES ON IT.
 TU3263'
 TU3263'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3263'ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO 0.15 MILE TO
 TU3263'CROSSROAD.  TURN RIGHT AND GO NORTHWEST FOR 0.5 MILE TO END OF
 TU3263'PAVED ROAD.  CONTINUE ON GRADED ROAD FOR 0.8 MILE TO
 TU3263'CROSSROAD.  TURN RIGHT AND GO ON MAIN ROAD THROUGH PINEAPPLE
 TU3263'FIELDS FOR 3.1 MILE TO END OF FIELDS.  CONTINUE ON TRACK ROAD FOR
 TU3263'0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES FOR
 TU3263'0.85 MILE TO FORK.  TAKE LEFT FORK AND GO 2.5 MILES TO FORK ON
 TU3263'GRASSY FLAT.  TAKE LEFT FORK AND GO 2.65 MILES TO FORK ON
 TU3263'SMALL RED FLAT.  TAKE RIGHT FORK, STRAIGHT AHEAD, FOR 0.45
 TU3263'MILE TO END OF ROAD AT TRIANGLE BLAZE ON LARGE KIAWE TREE.
 TU3263'FROM HERE PACK WEST-NORTHWEST, DOWNGRADE ON BRUSHY SLOPE,
 TU3263'KEEPING TOWARDS THE PROMINENT SAND LOADING DOCK ON MOLOKAI
 TU3263'ISLAND, FOR ABOUT 1/2 MILE TO STATION.
 TU3263'
 TU3263'STATION MARK IS A STANDARD DISK STAMPED FLAG 2 1962, CEMENTED IN
 TU3263'A DRILL HOLE IN A FLAT, 2 X 3-FOOT BOULDER THAT PROJECTS 6 INCHES
 TU3263'ABOVE GROUND.  IT IS 8 FEET WEST OF A CAIRN BUILT ON A LARGE FLAT
 TU3263'BOULDER.
 TU3263'
 TU3263'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FLAG 2 NO 1
 TU3263'1962, CEMENTED IN A DRILL HOLE IN A LARGE, FLAT, TRIANGLE-SHAPED
 TU3263'BEDROCK OUTCROP THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS AT SAME
 TU3263'ELEVATION AS STATION.
 TU3263'
 TU3263'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FLAG 2 NO 2
 TU3263'1962, CEMENTED IN A DRILL HOLE IN A 1-1/2 X 3-FOOT BOULDER THAT
 TU3263'PROJECTS 1 FOOT ABOVE GROUND.  IT IS AT THE SAME ELEVATION AS THE
 TU3263'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1840 ***********************************************************************
 TU1840  DESIGNATION -  FLAGPOLE NEAR STORE
 TU1840  PID         -  TU1840
 TU1840  STATE/COUNTY-  HI/KAUAI
 TU1840  USGS QUAD   -  KEKAHA (1983)
 TU1840
 TU1840                         *CURRENT SURVEY CONTROL
 TU1840  ___________________________________________________________________
 TU1840* NAD 83(1993)-  21 57 19.98621(N)    159 40 11.34834(W)     ADJUSTED  
 TU1840* LOCAL TIDAL -                                                        
 TU1840  ___________________________________________________________________
 TU1840  EPOCH DATE  -        1993.62
 TU1840  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 TU1840  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU1840
 TU1840  HORZ ORDER  -  THIRD
 TU1840
 TU1840.The horizontal coordinates were established by classical geodetic methods
 TU1840.and adjusted by the National Geodetic Survey in December 1998..
 TU1840.The horizontal coordinates are valid at the epoch date displayed above.
 TU1840.The epoch date for horizontal control is a decimal equivalence
 TU1840.of Year/Month/Day.
 TU1840
 TU1840
 TU1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1840
 TU1840.The geoid height was determined by GEOID03.
 TU1840
 TU1840;                    North         East     Units Scale Factor Converg.
 TU1840;SPC HI 4     -    13,542.686   482,458.824   MT  0.99999380   -0 03 48.6
 TU1840;UTM  04      - 2,428,058.326   430,838.051   MT  0.99965910   -0 15 01.6
 TU1840
 TU1840                          SUPERSEDED SURVEY CONTROL
 TU1840
 TU1840  NAD 83(1986)-  21 57 19.95143(N)    159 40 11.36700(W) AD(       ) 4
 TU1840  OLD HI      -  21 57 31.08000(N)    159 40 21.33000(W) AD(       ) 3
 TU1840
 TU1840.Superseded values are not recommended for survey control.
 TU1840.NGS no longer adjusts projects to the OLD HI datum.
 TU1840.See file dsdata.txt to determine how the superseded data were derived.
 TU1840
 TU1840_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3083828058(NAD 83)
 TU1840
 TU1840  HISTORY     - Date     Condition        Report By
 TU1840  HISTORY     - UNK      MONUMENTED
 TU1840  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1840  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1840
 TU1840                          STATION DESCRIPTION
 TU1840
 TU1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1840'STATION IS GONE.  A NEW LIBRARY BUILDING NOW STANDS ON THE PROPERTY.
 TU1840
 TU1840                          STATION RECOVERY (2005)
 TU1840
 TU1840'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1993 ***********************************************************************
 TU1993  DESIGNATION -  FLAT
 TU1993  PID         -  TU1993
 TU1993  STATE/COUNTY-  HI/KAUAI
 TU1993  USGS QUAD   -  HAENA (1983)
 TU1993
 TU1993                         *CURRENT SURVEY CONTROL
 TU1993  ___________________________________________________________________
 TU1993* NAD 83(1993)-  22 13 06.12024(N)    159 34 48.15214(W)     ADJUSTED  
 TU1993* LOCAL TIDAL -                                                        
 TU1993  ___________________________________________________________________
 TU1993  EPOCH DATE  -        1993.62
 TU1993  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU1993  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1993
 TU1993  HORZ ORDER  -  THIRD
 TU1993
 TU1993.The horizontal coordinates were established by classical geodetic methods
 TU1993.and adjusted by the National Geodetic Survey in December 1998..
 TU1993.The horizontal coordinates are valid at the epoch date displayed above.
 TU1993.The epoch date for horizontal control is a decimal equivalence
 TU1993.of Year/Month/Day.
 TU1993
 TU1993
 TU1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1993
 TU1993.The geoid height was determined by GEOID03.
 TU1993
 TU1993;                    North         East     Units Scale Factor Converg.
 TU1993;SPC HI 4     -    42,636.742   491,747.458   MT  0.99999084   -0 01 49.0
 TU1993;UTM  04      - 2,457,111.844   440,218.910   MT  0.99964415   -0 13 09.6
 TU1993
 TU1993                          SUPERSEDED SURVEY CONTROL
 TU1993
 TU1993  NAD 83(1986)-  22 13 06.07614(N)    159 34 48.19396(W) AD(       ) 4
 TU1993  OLD HI      -  22 13 17.42000(N)    159 34 58.28000(W) AD(       ) 3
 TU1993
 TU1993.Superseded values are not recommended for survey control.
 TU1993.NGS no longer adjusts projects to the OLD HI datum.
 TU1993.See file dsdata.txt to determine how the superseded data were derived.
 TU1993
 TU1993_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4021957112(NAD 83)
 TU1993
 TU1993  HISTORY     - Date     Condition        Report By
 TU1993  HISTORY     - 1927     MONUMENTED       CGS
 TU1993  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1993  HISTORY     - 1983     GOOD             USPSQD
 TU1993  HISTORY     - 19910624 GOOD             USPSQD
 TU1993  HISTORY     - 19970109 GOOD             USPSQD
 TU1993  HISTORY     - 19970611 GOOD             USPSQD
 TU1993  HISTORY     - 19980813 GOOD             USPSQD
 TU1993
 TU1993                          STATION DESCRIPTION
 TU1993
 TU1993'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1993'ON NORTHWEST COAST OF KAUAI, THE HIGHEST PART OF THE ROUNDING
 TU1993'TOP OF A PROMINENT PEAK JUST BACK OF KAILIU POINT.  IT IS THE
 TU1993'OUTER PEAK ON THE SEAWARD END OF THE RIDGE.  DETERMINATION SHOWS
 TU1993'IT TO BE THE PEAK ON WHICH STATION MAKANA 1910 IS LOCATED.  PEAK
 TU1993'WAS LOCATED AS A HYDROGRAPHIC SIGNAL, AND NO MARKS PLACED.
 TU1993
 TU1993                          STATION RECOVERY (1965)
 TU1993
 TU1993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1993'STATION WAS IDENTIFIED AND RECOVERED.  LOCATED ABOUT 5-1/2 MILES
 TU1993'WEST-NORTHWEST OF HANALEI, AT KAILIU POINT, ON NORTH END OF THE
 TU1993'RIDGE ON WEST SIDE OF LIMAHULI STREAM.
 TU1993'
 TU1993'STATION IS A SLIGHTLY ROUND-TOPPED PEAK, OR SPIRE, OF ABOUT 1100
 TU1993'FEET ELEVATION, WITH SIDES RISING ALMOST STRAIGHT UP.
 TU1993'
 TU1993'NOTE--THIS IS THE SAME PEAK AS INTERSECTION STATION MAKANA 1910.
 TU1993
 TU1993                          STATION RECOVERY (1983)
 TU1993
 TU1993'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1993'STATION OBSERVED AS DESCRIBED BY DMW 1965.
 TU1993
 TU1993                          STATION RECOVERY (1991)
 TU1993
 TU1993'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1993'RECOVERED IN GOOD CONDITION.
 TU1993
 TU1993                          STATION RECOVERY (1997)
 TU1993
 TU1993'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1993'RECOVERED IN GOOD CONDITION.
 TU1993
 TU1993                          STATION RECOVERY (1997)
 TU1993
 TU1993'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1993'RECOVERED IN GOOD CONDITION.
 TU1993
 TU1993                          STATION RECOVERY (1998)
 TU1993
 TU1993'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1746 ***********************************************************************
 TU1746  DESIGNATION -  FLAT 1910
 TU1746  PID         -  TU1746
 TU1746  STATE/COUNTY-  HI/KAUAI
 TU1746  USGS QUAD   -  LIHUE (1996)
 TU1746
 TU1746                         *CURRENT SURVEY CONTROL
 TU1746  ___________________________________________________________________
 TU1746* NAD 83(1993)-  21 58 32.71202(N)    159 19 57.84764(W)     ADJUSTED  
 TU1746* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1746  ___________________________________________________________________
 TU1746  EPOCH DATE  -        1993.62
 TU1746  LAPLACE CORR-         -13.32  (seconds)                    DEFLEC99
 TU1746  GEOID HEIGHT-          15.02  (meters)                     GEOID03
 TU1746
 TU1746  HORZ ORDER  -  THIRD
 TU1746
 TU1746.The horizontal coordinates were established by classical geodetic methods
 TU1746.and adjusted by the National Geodetic Survey in December 1998..
 TU1746.The horizontal coordinates are valid at the epoch date displayed above.
 TU1746.The epoch date for horizontal control is a decimal equivalence
 TU1746.of Year/Month/Day.
 TU1746
 TU1746.The orthometric height was scaled from a topographic map.
 TU1746
 TU1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1746
 TU1746.The geoid height was determined by GEOID03.
 TU1746
 TU1746;                    North         East     Units Scale Factor Converg.
 TU1746;SPC HI 4     -    15,779.301   517,274.876   MT  0.99999369   +0 03 45.3
 TU1746;UTM  04      - 2,430,180.522   465,648.790   MT  0.99961458   -0 07 28.3
 TU1746
 TU1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1746!SPC HI 4     -   0.99999748  x   0.99999369  =   0.99999117
 TU1746!UTM  04      -   0.99999748  x   0.99961458  =   0.99961206
 TU1746
 TU1746                          SUPERSEDED SURVEY CONTROL
 TU1746
 TU1746  NAD 83(1986)-  21 58 32.69253(N)    159 19 57.90008(W) AD(       ) 3
 TU1746  OLD HI      -  21 58 44.02000(N)    159 20 07.96000(W) AD(       ) 3
 TU1746
 TU1746.Superseded values are not recommended for survey control.
 TU1746.NGS no longer adjusts projects to the OLD HI datum.
 TU1746.See file dsdata.txt to determine how the superseded data were derived.
 TU1746
 TU1746_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6564930181(NAD 83)
 TU1746
 TU1746  HISTORY     - Date     Condition        Report By
 TU1746  HISTORY     - 1910     MONUMENTED       CGS
 TU1746  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1746  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1746  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1746
 TU1746                          STATION DESCRIPTION
 TU1746
 TU1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1746'ON EAST COAST OF KAUAI, ABOUT 1 MILE SOUTH OF POINT ON SOUTH
 TU1746'SIDE OF ENTRANCE TO HANAMAULU BAY, 10 METERS BACK FROM AND ABOUT
 TU1746'25 FEET ABOVE HIGH-WATER MARK.  STATION IS IN MIDDLE OF TOP
 TU1746'OF FLAT ROCK 5 BY 12 FEET AND 3 FEET HIGH, AND IS MARKED BY
 TU1746'A DRILL HOLE IN MIDDLE OF CROSS.  REFERENCE MARK IS CROSS CUT
 TU1746'IN TRIANGULAR FLAT TOPPED ROCK 20 FEET TO THE WEST.
 TU1746
 TU1746                          STATION RECOVERY (1958)
 TU1746
 TU1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1746'THREE HOURS WAS SPENT LOOKING FOR THE STATION BUT IT WAS NOT
 TU1746'RECOVERED.  A GARBAGE DUMP IS IN THE VICINITY OF THE STATION
 TU1746'AND IT IS POSSIBLE THE STATION HAS EITHER BEEN COVERED OR
 TU1746'DESTROYED.
 TU1746
 TU1746                          STATION RECOVERY (1965)
 TU1746
 TU1746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1746'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU1746'DESTROYED.  THERE HAS BEEN SOME EROSION ALONG THE BEACH BY
 TU1746'STORM WAVES.  THERE IS A HEAVY GROWTH OF IRONWOOD TREES
 TU1746'INLAND A FEW YARDS FROM THE WATER AND IT IS NOT POSSIBLE TO
 TU1746'PINPOINT THE LOCATION BY ANGLE.
 TU1746
 TU1746                          STATION RECOVERY (1998)
 TU1746
 TU1746'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1746'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1055 ***********************************************************************
 TU1055  DESIGNATION -  FLAT 1926
 TU1055  PID         -  TU1055
 TU1055  STATE/COUNTY-  HI/HONOLULU
 TU1055  USGS QUAD   -  MOKAPU (1983)
 TU1055
 TU1055                         *CURRENT SURVEY CONTROL
 TU1055  ___________________________________________________________________
 TU1055* NAD 83(1993)-  21 23 57.90100(N)    157 43 12.49883(W)     ADJUSTED  
 TU1055* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1055  ___________________________________________________________________
 TU1055  EPOCH DATE  -        1993.62
 TU1055  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 TU1055  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1055
 TU1055  HORZ ORDER  -  THIRD
 TU1055
 TU1055.The horizontal coordinates were established by classical geodetic methods
 TU1055.and adjusted by the National Geodetic Survey in December 1998..
 TU1055.The horizontal coordinates are valid at the epoch date displayed above.
 TU1055.The epoch date for horizontal control is a decimal equivalence
 TU1055.of Year/Month/Day.
 TU1055
 TU1055.The orthometric height was scaled from a topographic map.
 TU1055
 TU1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1055
 TU1055.The geoid height was determined by GEOID03.
 TU1055
 TU1055;                    North         East     Units Scale Factor Converg.
 TU1055;SPC HI 3     -    25,795.881   529,018.988   MT  1.00000040   +0 06 07.6
 TU1055;UTM  04      - 2,366,893.944   632,665.548   MT  0.99981749   +0 28 01.4
 TU1055
 TU1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1055!SPC HI 3     -   0.99999739  x   1.00000040  =   0.99999779
 TU1055!UTM  04      -   0.99999739  x   0.99981749  =   0.99981488
 TU1055
 TU1055                          SUPERSEDED SURVEY CONTROL
 TU1055
 TU1055  NAD 83(1986)-  21 23 57.85097(N)    157 43 12.50640(W) AD(       ) 3
 TU1055  OLD HI      -  21 24 09.26200(N)    157 43 22.39400(W) AD(       ) 3
 TU1055
 TU1055.Superseded values are not recommended for survey control.
 TU1055.NGS no longer adjusts projects to the OLD HI datum.
 TU1055.See file dsdata.txt to determine how the superseded data were derived.
 TU1055
 TU1055_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3266666894(NAD 83)
 TU1055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1055_SETTING: 66 = SET IN ROCK OUTCROP
 TU1055_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU1055
 TU1055  HISTORY     - Date     Condition        Report By
 TU1055  HISTORY     - 1926     MONUMENTED       CGS
 TU1055  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1055
 TU1055                          STATION DESCRIPTION
 TU1055
 TU1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1055'ON SOUTHEAST COAST OF OAHU, ON THE FLAT CORAL ISLET THAT LIES JUST
 TU1055'OFF ALALA POINT.  STATION IS ON THE MOST SOUTHERLY POINT OF THIS
 TU1055'ISLET, THE POINT CLOSEST TO THE MAINLAND.  IT IS 10 FEET FROM THE
 TU1055'WATER, AND IS MARKED ACCORDING TO NOTE 3.
 TU1055
 TU1055                          STATION RECOVERY (1965)
 TU1055
 TU1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1055'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE ISLAND IS COMPOSED
 TU1055'OF VERY POROUS CORAL ROCK AND IT IS BELIEVED THAT PORTIONS OF THE
 TU1055'SOUTH END HAVE BEEN WORN OFF DUE TO WAVE ACTION.
 TU1055'
 TU1055'SEXTANT ANGLES MEASURED AT POINT STATION WAS BELIEVED TO HAVE BEEN
 TU1055'LOCATED AGREE VERY CLOSELY WITH ANGLES COMPUTED TO ADJACENT
 TU1055'TRIANGULATION STATIONS.  STATION IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1843 ***********************************************************************
 TU1843  DESIGNATION -  FLOOD
 TU1843  PID         -  TU1843
 TU1843  STATE/COUNTY-  HI/KAUAI
 TU1843  USGS QUAD   -  KEKAHA (1983)
 TU1843
 TU1843                         *CURRENT SURVEY CONTROL
 TU1843  ___________________________________________________________________
 TU1843* NAD 83(1993)-  21 58 09.32084(N)    159 40 22.37842(W)     ADJUSTED  
 TU1843* LOCAL TIDAL -       122.     (meters)     400.     (feet)  SCALED    
 TU1843  ___________________________________________________________________
 TU1843  EPOCH DATE  -        1993.62
 TU1843  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 TU1843  GEOID HEIGHT-          16.31  (meters)                     GEOID03
 TU1843
 TU1843  HORZ ORDER  -  THIRD
 TU1843
 TU1843.The horizontal coordinates were established by classical geodetic methods
 TU1843.and adjusted by the National Geodetic Survey in December 1998..
 TU1843.The horizontal coordinates are valid at the epoch date displayed above.
 TU1843.The epoch date for horizontal control is a decimal equivalence
 TU1843.of Year/Month/Day.
 TU1843
 TU1843.The orthometric height was scaled from a topographic map.
 TU1843
 TU1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1843
 TU1843.The geoid height was determined by GEOID03.
 TU1843
 TU1843;                    North         East     Units Scale Factor Converg.
 TU1843;SPC HI 4     -    15,060.478   482,144.054   MT  0.99999394   -0 03 52.8
 TU1843;UTM  04      - 2,429,576.629   430,528.341   MT  0.99965963   -0 15 06.3
 TU1843
 TU1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1843!SPC HI 4     -   0.99997826  x   0.99999394  =   0.99997220
 TU1843!UTM  04      -   0.99997826  x   0.99965963  =   0.99963790
 TU1843
 TU1843|---------------------------------------------------------------------|
 TU1843| PID    Reference Object                     Distance      Geod. Az  |
 TU1843|                                                           dddmmss.s |
 TU1843| CJ9453 FLOOD RM 1                           10.071 METERS 02013     |
 TU1843| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 7.3 KM 1422304.7 |
 TU1843| TU1868 KEKAHA AR TRAINING STA RAD MST      APPROX. 9.0 KM 2802352.2 |
 TU1843| CJ9454 FLOOD RM 2                           10.569 METERS 28834     |
 TU1843|---------------------------------------------------------------------|
 TU1843
 TU1843                          SUPERSEDED SURVEY CONTROL
 TU1843
 TU1843  NAD 83(1986)-  21 58 09.28626(N)    159 40 22.39724(W) AD(       ) 3
 TU1843  OLD HI      -  21 58 20.54000(N)    159 40 32.38000(W) AD(       ) 3
 TU1843
 TU1843.Superseded values are not recommended for survey control.
 TU1843.NGS no longer adjusts projects to the OLD HI datum.
 TU1843.See file dsdata.txt to determine how the superseded data were derived.
 TU1843
 TU1843_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3052829577(NAD 83)
 TU1843_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1843_SETTING: 66 = SET IN ROCK OUTCROP
 TU1843_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU1843
 TU1843  HISTORY     - Date     Condition        Report By
 TU1843  HISTORY     - 1926     MONUMENTED       CGS
 TU1843  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1843  HISTORY     - 19970110 MARK NOT FOUND   USPSQD
 TU1843  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1843  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1843
 TU1843                          STATION DESCRIPTION
 TU1843
 TU1843'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1843'ON THE SLOPE ABOVE WAIMEA, ABOUT 1 MILE NORTH BY WEST OF WAIMEA
 TU1843'MILL CHIMNEY, ABOUT 60 FEET BELOW KEKAHA DITCH, AND 100 FEET EAST
 TU1843'OF EDGE OF GULCH.  MARKED ACCORDING TO NOTE 3.
 TU1843
 TU1843                          STATION RECOVERY (1966)
 TU1843
 TU1843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1843'STATION MARK WAS RECOVERED AND FOUND SOLID, HOWEVER IT HAS BEEN
 TU1843'SCRAPED AND PART OF THE STAMPING WAS OBLITERATED.  THE DISK WAS
 TU1843'RE-STAMPED AND TWO REFERENCE MARKS, NUMBER ONE AND TWO, WERE
 TU1843'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1843'
 TU1843'STATION IS LOCATED ABOUT 3/4 MILE NORTHWEST OF WAIMEA AND 1200
 TU1843'FEET SOUTHWEST OF HAWAIIAN GOVERNMENT SURVEY STATION KIKIAOLA,
 TU1843'AT ABOUT 400 FEET ELEVATION, AMONG KIAWE TREES ALONG THE
 TU1843'SOUTHWEST SIDE OF KEKAHA DITCH, OPPOSITE THE POINT WHERE 4 IRON
 TU1843'PIPES ARE DRIVEN INTO THE BANK.
 TU1843'
 TU1843'TO REACH STATION FROM THE FIRST NATIONAL BANK IN WAIMEA, GO
 TU1843'NORTHWEST ON STATE HIGHWAY 50 FOR 0.4 MILE.  TURN RIGHT ON PAVED
 TU1843'ROAD, PAST HOSPITAL, FOR 0.45 MILE TO FORK.  TAKE LEFT FORK,
 TU1843'WINDING UPGRADE, FOR 0.9 MILE TO DIRT ROAD LEFT, AT CANAL CROSSING
 TU1843'HIGHWAY.  GO LEFT ON DIRT ROAD, ALONG LEFT SIDE OF KEKAHA
 TU1843'DITCH, FOR 0.15 MILE TO BOARD GATE.  PASS THROUGH GATE AND
 TU1843'CONTINUE FOR 0.5 MILE TO FOOTBRIDGE CROSSING DITCH ON RIGHT.
 TU1843'CONTINUE ALONG DITCH FOR 0.3 MILE TO STATION ON LEFT.
 TU1843'
 TU1843'STATION MARK IS A STANDARD DISK STAMPED FLOOD 1926, CEMENTED IN A
 TU1843'DRILL HOLE IN A BROWN, 30-INCH, OVAL-SHAPED BOULDER THAT PROJECTS
 TU1843'37 FEET SOUTHWEST OF EDGE OF THE DITCH-BANK ROAD, 51 FEET SOUTHWEST
 TU1843'OF EDGE OF DITCH, 30 FEET SOUTH OF A TRIANGLE BLAZE ON A LARGE
 TU1843'TREE, 65 YARDS SOUTHWEST OF A CONCRETE WALL IN THE DITCH, 9 FEET
 TU1843'LOWER THAN ROAD, AND MIDWAY BETWEEN LINES EXTENDED FROM THE
 TU1843'FIRST TWO CANEFIELD ROADS WEST OF WAIMEA.
 TU1843'
 TU1843'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FLOOD 1926
 TU1843'NO 1 1966, CEMENTED IN A DRILL HOLE IN A 20-INCH BOULDER THAT IS
 TU1843'FLUSH WITH GROUND ON UPHILL SIDE AND PROJECTS 6 INCHES ON LOWER
 TU1843'SIDE.  IT IS 5 FEET SOUTHWEST OF EDGE OF ROAD, 19.5 FEET SOUTHWEST
 TU1843'OF EDGE OF DITCH, 11.3 FEET EAST OF THE TRIANGLE BLAZE AND 8 FEET
 TU1843'HIGHER THAN STATION MARK.
 TU1843'
 TU1843'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FLOOD 1926
 TU1843'NO 2 1966, CEMENTED IN A DRILL HOLE IN A 20-INCH-DIAMETER ROCK
 TU1843'OUTCROP PROJECTING 8 INCHES.  IT IS 46 FEET SOUTHWEST OF EDGE OF
 TU1843'ROAD AND 3 FEET LOWER THAN STATION MARK.
 TU1843
 TU1843                          STATION RECOVERY (1997)
 TU1843
 TU1843'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1843'MARK NOT FOUND.
 TU1843
 TU1843                          STATION RECOVERY (1998)
 TU1843
 TU1843'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1843'MARK NOT FOUND.
 TU1843
 TU1843                          STATION RECOVERY (2005)
 TU1843
 TU1843'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3030 ***********************************************************************
 TU3030  DESIGNATION -  FLY
 TU3030  PID         -  TU3030
 TU3030  STATE/COUNTY-  HI/MAUI
 TU3030  USGS QUAD   -  WAILUKU (1997)
 TU3030
 TU3030                         *CURRENT SURVEY CONTROL
 TU3030  ___________________________________________________________________
 TU3030* NAD 83(1993)-  20 53 50.15342(N)    156 28 52.26390(W)     ADJUSTED  
 TU3030* LOCAL TIDAL -                                                        
 TU3030  ___________________________________________________________________
 TU3030  EPOCH DATE  -        1993.62
 TU3030  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 TU3030  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3030
 TU3030  HORZ ORDER  -  THIRD
 TU3030
 TU3030.The horizontal coordinates were established by classical geodetic methods
 TU3030.and adjusted by the National Geodetic Survey in December 1998..
 TU3030.The horizontal coordinates are valid at the epoch date displayed above.
 TU3030.The epoch date for horizontal control is a decimal equivalence
 TU3030.of Year/Month/Day.
 TU3030
 TU3030
 TU3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3030
 TU3030.The geoid height was determined by GEOID03.
 TU3030
 TU3030;                    North         East     Units Scale Factor Converg.
 TU3030;SPC HI 2     -    62,443.086   519,297.211   MT  0.99997127   +0 03 58.2
 TU3030;UTM  04      - 2,312,832.987   762,019.577   MT  1.00044852   +0 53 56.3
 TU3030
 TU3030                          SUPERSEDED SURVEY CONTROL
 TU3030
 TU3030  NAD 83(1986)-  20 53 50.11356(N)    156 28 52.24985(W) AD(       ) 4
 TU3030  OLD HI      -  20 54 01.61600(N)    156 29 02.43300(W) AD(       ) 3
 TU3030
 TU3030.Superseded values are not recommended for survey control.
 TU3030.NGS no longer adjusts projects to the OLD HI datum.
 TU3030.See file dsdata.txt to determine how the superseded data were derived.
 TU3030
 TU3030_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6202012833(NAD 83)
 TU3030
 TU3030  HISTORY     - Date     Condition        Report By
 TU3030  HISTORY     - UNK      MONUMENTED
 TU3030  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3030
 TU3030                          STATION DESCRIPTION
 TU3030
 TU3030'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3030'THIS STATION WAS PLOTTED ON THE TOPOGRAPHIC SHEET H.  THE DISTANCE
 TU3030'AND THE DIRECTION WAS CHECKED OFF AND THE STATION SEARCHED FOR.  IT
 TU3030'COULD NOT BE FOUND.
 TU3030'
 TU3030'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3407 ***********************************************************************
 TU3407  DESIGNATION -  FLY
 TU3407  PID         -  TU3407
 TU3407  STATE/COUNTY-  HI/MAUI
 TU3407  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3407
 TU3407                         *CURRENT SURVEY CONTROL
 TU3407  ___________________________________________________________________
 TU3407* NAD 83(1993)-  21 04 55.42496(N)    157 01 39.77597(W)     ADJUSTED  
 TU3407* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3407  ___________________________________________________________________
 TU3407  EPOCH DATE  -        1993.62
 TU3407  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 TU3407  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3407
 TU3407  HORZ ORDER  -  THIRD
 TU3407
 TU3407.The horizontal coordinates were established by classical geodetic methods
 TU3407.and adjusted by the National Geodetic Survey in December 1998..
 TU3407.The horizontal coordinates are valid at the epoch date displayed above.
 TU3407.The epoch date for horizontal control is a decimal equivalence
 TU3407.of Year/Month/Day.
 TU3407
 TU3407.The orthometric height was scaled from a topographic map.
 TU3407
 TU3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3407
 TU3407.The geoid height was determined by GEOID03.
 TU3407
 TU3407;                    North         East     Units Scale Factor Converg.
 TU3407;SPC HI 2     -    82,934.004   462,483.225   MT  0.99998405   -0 07 47.5
 TU3407;UTM  04      - 2,332,498.623   704,895.136   MT  1.00011883   +0 42 34.9
 TU3407
 TU3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3407!SPC HI 2     -   0.99999750  x   0.99998405  =   0.99998155
 TU3407!UTM  04      -   0.99999750  x   1.00011883  =   1.00011633
 TU3407
 TU3407:                Primary Azimuth Mark                     Grid Az
 TU3407:SPC HI 2     -  BILL                                     003 04 36.5
 TU3407:UTM  04      -  BILL                                     002 14 14.1
 TU3407
 TU3407|---------------------------------------------------------------------|
 TU3407| PID    Reference Object                     Distance      Geod. Az  |
 TU3407|                                                           dddmmss.s |
 TU3407| TU3406 BILL                                APPROX. 0.8 KM 0025649.0 |
 TU3407| TU3400 KAUNAKAKAI REAR RANGE LIGHT         APPROX. 0.9 KM 0280056.4 |
 TU3407| TU3397 PIPE                                APPROX. 1.7 KM 0325747.6 |
 TU3407| TU3401 FLAG                                APPROX. 0.7 KM 0390316.5 |
 TU3407| TU3405 D                                   179.795 METERS 04441     |
 TU3407| TU3395 CANE                                APPROX. 1.5 KM 0830533.0 |
 TU3407| TU3410 A                                   174.032 METERS 23034     |
 TU3407| TU3417 BLACK                               APPROX. 5.8 KM 2922841.0 |
 TU3407| TU3415 CAB                                 APPROX. 5.3 KM 2970603.8 |
 TU3407| TU3414 ROCK                                APPROX. 4.8 KM 3015338.6 |
 TU3407| TU3412 NUT                                 APPROX. 2.0 KM 3191823.1 |
 TU3407| TU3385 MIDDLE HILL                         APPROX. 7.9 KM 3415553.2 |
 TU3407| TU3411 NOON                                APPROX. 1.4 KM 3430659.0 |
 TU3407|---------------------------------------------------------------------|
 TU3407
 TU3407                          SUPERSEDED SURVEY CONTROL
 TU3407
 TU3407  NAD 83(1986)-  21 04 55.38096(N)    157 01 39.72607(W) AD(       ) 3
 TU3407  OLD HI      -  21 05 06.79400(N)    157 01 49.80300(W) AD(       ) 3
 TU3407
 TU3407.Superseded values are not recommended for survey control.
 TU3407.NGS no longer adjusts projects to the OLD HI datum.
 TU3407.See file dsdata.txt to determine how the superseded data were derived.
 TU3407
 TU3407_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0489532499(NAD 83)
 TU3407
 TU3407  HISTORY     - Date     Condition        Report By
 TU3407  HISTORY     - UNK      MONUMENTED
 TU3407  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3407
 TU3407                          STATION DESCRIPTION
 TU3407
 TU3407'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3407'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3407'AND THE AREA VISITED.  THE AREA WAS THOROUGHLY SEARCHED BUT NOTHING
 TU3407'THAT MIGHT HAVE BEEN USED FOR A STATION MARK COULD BE FOUND.  THE
 TU3407'STATION WAS LOCATED ON THE MOLE WHICH HAS BEEN REBUILT SINCE THE
 TU3407'ORIGINAL TRIANGULATION.
 TU3407'
 TU3407'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2498 ***********************************************************************
 TU2498  DESIGNATION -  FOREST
 TU2498  PID         -  TU2498
 TU2498  STATE/COUNTY-  HI/HAWAII
 TU2498  USGS QUAD   -  PUU POHAKULOA (1982)
 TU2498
 TU2498                         *CURRENT SURVEY CONTROL
 TU2498  ___________________________________________________________________
 TU2498* NAD 83(1993)-  19 14 52.84961(N)    155 51 15.11168(W)     ADJUSTED  
 TU2498* LOCAL TIDAL -       850.0    (meters)    2789.     (feet)  VERT ANG  
 TU2498  ___________________________________________________________________
 TU2498  EPOCH DATE  -        1993.62
 TU2498  LAPLACE CORR-          23.76  (seconds)                    DEFLEC99
 TU2498  GEOID HEIGHT-          19.86  (meters)                     GEOID03
 TU2498
 TU2498  HORZ ORDER  -  THIRD
 TU2498
 TU2498.The horizontal coordinates were established by classical geodetic methods
 TU2498.and adjusted by the National Geodetic Survey in December 1998..
 TU2498.The horizontal coordinates are valid at the epoch date displayed above.
 TU2498.The epoch date for horizontal control is a decimal equivalence
 TU2498.of Year/Month/Day.
 TU2498
 TU2498.The orthometric height was determined by vertical angle observations.
 TU2498
 TU2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2498
 TU2498.The geoid height was determined by GEOID03.
 TU2498
 TU2498;                    North         East     Units Scale Factor Converg.
 TU2498;SPC HI 1     -    45,938.454   462,762.469   MT  0.99998380   -0 07 00.4
 TU2498;UTM  05      - 2,130,735.173   199,946.072   MT  1.00071306   -0 56 29.8
 TU2498
 TU2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2498!SPC HI 1     -   0.99986328  x   0.99998380  =   0.99984708
 TU2498!UTM  05      -   0.99986328  x   1.00071306  =   1.00057624
 TU2498
 TU2498|---------------------------------------------------------------------|
 TU2498| PID    Reference Object                     Distance      Geod. Az  |
 TU2498|                                                           dddmmss.s |
 TU2498| CN5133 FOREST RM 1                           3.100 METERS 01515     |
 TU2498| CN5134 FOREST RM 2                           4.008 METERS 16404     |
 TU2498| TU2483 KAPUKAWAA RESET                     APPROX. 8.7 KM 2194410.9 |
 TU2498|---------------------------------------------------------------------|
 TU2498
 TU2498                          SUPERSEDED SURVEY CONTROL
 TU2498
 TU2498  NAD 83(1986)-  19 14 52.85119(N)    155 51 15.14784(W) AD(       ) 3
 TU2498  OLD HI      -  19 15 03.68800(N)    155 51 25.18900(W) AD(       ) 3
 TU2498
 TU2498.Superseded values are not recommended for survey control.
 TU2498.NGS no longer adjusts projects to the OLD HI datum.
 TU2498.See file dsdata.txt to determine how the superseded data were derived.
 TU2498
 TU2498_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9994630735(NAD 83)
 TU2498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2498_SETTING: 66 = SET IN ROCK OUTCROP
 TU2498
 TU2498  HISTORY     - Date     Condition        Report By
 TU2498  HISTORY     - 1948     MONUMENTED       CGS
 TU2498  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2498
 TU2498                          STATION DESCRIPTION
 TU2498
 TU2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2498'LOCATED IN THE SOUTH KONA FOREST RESERVE IN THE LAND OF
 TU2498'KIPAHOEHOE, ABOUT TWO MILES ABOVE THE GOVERNMENT MAIN ROAD
 TU2498'AND ONE HALF MILE SOUTH OF THE TRAIL LEADING FROM THE GOVERNMENT
 TU2498'MAIN ROAD TO THE OLD KAPUNA RANCH HOUSE.
 TU2498'
 TU2498'THE STATION MARK IS A STANDARD DISK, CEMENTED IN DRILL HOLE IN
 TU2498'SOLID ROCK ON THE HIGHEST POINT OF A PROMINENT WOODED VOLCANIC
 TU2498'HILL.  THE STATION IS ON THE NE RIM OF THREE DEEP LAVA CHANNELS
 TU2498'THAT TRISECT THE HILL AND IS NEAR THE ANGLE FORMED BY THE
 TU2498'CHANNELS RUNNING NORTH AND EAST.
 TU2498'
 TU2498'TO REACH THE STATION, TAKE THE KAPUNA RANCH TRAIL WHICH
 TU2498'COMMENCES AT A WOODEN CORRAL ON THE UPPER SIDE OF THE
 TU2498'GOVERNMENT ROAD ABOUT 1/2 MILE SOUTH OF THE OHIA LODGE (A ROADSIDE
 TU2498'INN).  PROCEED EASTERLY UP A STEEP TRAIL TO A POINT ABOUT 2 MILES
 TU2498'DISTANT.  THIS TRAIL FOLLOWS ON AND NEAR THE NORTH EDGE OF A
 TU2498'WOODED LAVA FLOW AND PASSES THROUGH OPEN PASTURE IN
 TU2498'PLACES.  FROM THIS POINT PROCEED SOUTHERLY THROUGH THE FOREST
 TU2498'OF DENSE FERN UNDERBRUSH AND SCATTERED TREES, FOR 1/2 MILE.
 TU2498'IT IS BEST LOCATED BY USING A BAROMETER AND FOLLOWING THE 2600
 TU2498'FOOT CONTOUR AS THERE ARE NO TRAILS THROUGH THIS AREA.
 TU2498'
 TU2498'R. M. NO. 1 IS NNE OF THE STATION AND IS A STANDARD DISK
 TU2498'CEMENTED IN A DRILL HOLE IN SOLID LAVA ROCK MOUND 1.5 FEET
 TU2498'HIGH AND 3 FEET IN DIAMETER AT ITS BASE.  THE RM IS ABOUT THE
 TU2498'SAME ELEVATION AS THE STATION MARK.
 TU2498'
 TU2498'R. M. NO. 2 IS SSE OF THE STATION AND IS A STANDARD DISK
 TU2498'CEMENTED IN A DRILL HOLE IN SOLID FLAT LAVA ROCK WHICH IS ABOUT
 TU2498'THE SAME ELEVATION AS THE STATION MARK.
 TU2498
 TU2498                          STATION RECOVERY (1968)
 TU2498
 TU2498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2498'NOT RECOVERED, ALTHOUGH 2 DAYS WERE SPENT IN SEARCHING.  THE
 TU2498'STATION IS PROBABLY STILL IN EXISTENCE DUE TO THE ISOLATED
 TU2498'LOCATION, BUT IS DIFFICULT TO SEARCH FOR BECAUSE OF DENSE
 TU2498'COVERING OF ULUHI FERN UP TO 10 FEET HIGH IN FOREST OF LARGE
 TU2498'OHIA TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3071 ***********************************************************************
 TU3071  DESIGNATION -  FOREST RESERVE BDRY MARK 1950
 TU3071  PID         -  TU3071
 TU3071  STATE/COUNTY-  HI/MAUI
 TU3071  USGS QUAD   -  NAPILI (1997)
 TU3071
 TU3071                         *CURRENT SURVEY CONTROL
 TU3071  ___________________________________________________________________
 TU3071* NAD 83(1993)-  20 58 19.45016(N)    156 37 08.58721(W)     ADJUSTED  
 TU3071* LOCAL TIDAL -       513.     (meters)    1683.     (feet)  SCALED    
 TU3071  ___________________________________________________________________
 TU3071  EPOCH DATE  -        1993.62
 TU3071  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 TU3071  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3071
 TU3071  HORZ ORDER  -  SECOND
 TU3071
 TU3071.The horizontal coordinates were established by classical geodetic methods
 TU3071.and adjusted by the National Geodetic Survey in December 1998..
 TU3071.The horizontal coordinates are valid at the epoch date displayed above.
 TU3071.The epoch date for horizontal control is a decimal equivalence
 TU3071.of Year/Month/Day.
 TU3071
 TU3071.The orthometric height was scaled from a topographic map.
 TU3071
 TU3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3071
 TU3071.The geoid height was determined by GEOID03.
 TU3071
 TU3071;                    North         East     Units Scale Factor Converg.
 TU3071;SPC HI 2     -    70,714.490   504,951.271   MT  0.99996697   +0 01 01.4
 TU3071;UTM  04      - 2,320,898.153   747,548.461   MT  1.00035736   +0 51 09.4
 TU3071
 TU3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3071!SPC HI 2     -   0.99991688  x   0.99996697  =   0.99988385
 TU3071!UTM  04      -   0.99991688  x   1.00035736  =   1.00027421
 TU3071
 TU3071                          SUPERSEDED SURVEY CONTROL
 TU3071
 TU3071  NAD 83(1986)-  20 58 19.40498(N)    156 37 08.56376(W) AD(       ) 2
 TU3071  OLD HI      -  20 58 30.97500(N)    156 37 18.73900(W) AD(       ) 2
 TU3071
 TU3071.Superseded values are not recommended for survey control.
 TU3071.NGS no longer adjusts projects to the OLD HI datum.
 TU3071.See file dsdata.txt to determine how the superseded data were derived.
 TU3071
 TU3071_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4754820898(NAD 83)
 TU3071
 TU3071  HISTORY     - Date     Condition        Report By
 TU3071  HISTORY     - 1950     MONUMENTED       CGS
 TU3071
 TU3071                          STATION DESCRIPTION
 TU3071
 TU3071'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU3071'SEE STATION KAEO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3086 ***********************************************************************
 TU3086  DESIGNATION -  FOREST SERVICE BDRY MON 1950
 TU3086  PID         -  TU3086
 TU3086  STATE/COUNTY-  HI/MAUI
 TU3086  USGS QUAD   -  MAALAEA (1996)
 TU3086
 TU3086                         *CURRENT SURVEY CONTROL
 TU3086  ___________________________________________________________________
 TU3086* NAD 83(1993)-  20 49 17.17867(N)    156 32 50.51132(W)     ADJUSTED  
 TU3086* LOCAL TIDAL -       626.     (meters)    2054.     (feet)  SCALED    
 TU3086  ___________________________________________________________________
 TU3086  EPOCH DATE  -        1993.62
 TU3086  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 TU3086  GEOID HEIGHT-          16.62  (meters)                     GEOID03
 TU3086
 TU3086  HORZ ORDER  -  SECOND
 TU3086
 TU3086.The horizontal coordinates were established by classical geodetic methods
 TU3086.and adjusted by the National Geodetic Survey in December 1998..
 TU3086.The horizontal coordinates are valid at the epoch date displayed above.
 TU3086.The epoch date for horizontal control is a decimal equivalence
 TU3086.of Year/Month/Day.
 TU3086
 TU3086.The orthometric height was scaled from a topographic map.
 TU3086
 TU3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3086
 TU3086.The geoid height was determined by GEOID03.
 TU3086
 TU3086;                    North         East     Units Scale Factor Converg.
 TU3086;SPC HI 2     -    54,041.694   512,418.205   MT  0.99996857   +0 02 32.7
 TU3086;UTM  04      - 2,304,328.786   755,260.103   MT  1.00040531   +0 52 20.2
 TU3086
 TU3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3086!SPC HI 2     -   0.99989900  x   0.99996857  =   0.99986758
 TU3086!UTM  04      -   0.99989900  x   1.00040531  =   1.00030427
 TU3086
 TU3086                          SUPERSEDED SURVEY CONTROL
 TU3086
 TU3086  NAD 83(1986)-  20 49 17.14166(N)    156 32 50.49410(W) AD(       ) 2
 TU3086  OLD HI      -  20 49 28.67000(N)    156 33 00.65600(W) AD(       ) 2
 TU3086
 TU3086.Superseded values are not recommended for survey control.
 TU3086.NGS no longer adjusts projects to the OLD HI datum.
 TU3086.See file dsdata.txt to determine how the superseded data were derived.
 TU3086
 TU3086_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5526004329(NAD 83)
 TU3086
 TU3086  HISTORY     - Date     Condition        Report By
 TU3086  HISTORY     - 1950     MONUMENTED       CGS
 TU3086
 TU3086                          STATION DESCRIPTION
 TU3086
 TU3086'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU3086'SEE STATION ANU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1836 ***********************************************************************
 TU1836  DESIGNATION -  FORT
 TU1836  PID         -  TU1836
 TU1836  STATE/COUNTY-  HI/KAUAI
 TU1836  USGS QUAD   -  KEKAHA (1983)
 TU1836
 TU1836                         *CURRENT SURVEY CONTROL
 TU1836  ___________________________________________________________________
 TU1836* NAD 83(1993)-  21 57 07.33975(N)    159 39 53.43631(W)     ADJUSTED  
 TU1836* LOCAL TIDAL -                                                        
 TU1836  ___________________________________________________________________
 TU1836  EPOCH DATE  -        1993.62
 TU1836  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 TU1836  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU1836
 TU1836  HORZ ORDER  -  THIRD
 TU1836
 TU1836.The horizontal coordinates were established by classical geodetic methods
 TU1836.and adjusted by the National Geodetic Survey in December 1998..
 TU1836.The horizontal coordinates are valid at the epoch date displayed above.
 TU1836.The epoch date for horizontal control is a decimal equivalence
 TU1836.of Year/Month/Day.
 TU1836
 TU1836
 TU1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1836
 TU1836.The geoid height was determined by GEOID03.
 TU1836
 TU1836;                    North         East     Units Scale Factor Converg.
 TU1836;SPC HI 4     -    13,153.145   482,972.350   MT  0.99999358   -0 03 41.8
 TU1836;UTM  04      - 2,427,667.243   431,350.131   MT  0.99965823   -0 14 54.8
 TU1836
 TU1836                          SUPERSEDED SURVEY CONTROL
 TU1836
 TU1836  NAD 83(1986)-  21 57 07.30532(N)    159 39 53.45504(W) AD(       ) 4
 TU1836  OLD HI      -  21 57 18.72000(N)    159 40 03.52000(W) AD(       ) 3
 TU1836
 TU1836.Superseded values are not recommended for survey control.
 TU1836.NGS no longer adjusts projects to the OLD HI datum.
 TU1836.See file dsdata.txt to determine how the superseded data were derived.
 TU1836
 TU1836_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3135027667(NAD 83)
 TU1836
 TU1836  HISTORY     - Date     Condition        Report By
 TU1836  HISTORY     - UNK      MONUMENTED
 TU1836  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1836  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1836
 TU1836                          STATION DESCRIPTION
 TU1836
 TU1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1836'STATION IS GONE.
 TU1836'
 TU1836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1836'AT WAIMEA.
 TU1836
 TU1836                          STATION RECOVERY (2005)
 TU1836
 TU1836'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1314 ***********************************************************************
 TU1314  DESIGNATION -  FORT ARMSTRONG FLAGSTAFF
 TU1314  PID         -  TU1314
 TU1314  STATE/COUNTY-  HI/HONOLULU
 TU1314  USGS QUAD   -  HONOLULU (1983)
 TU1314
 TU1314                         *CURRENT SURVEY CONTROL
 TU1314  ___________________________________________________________________
 TU1314* NAD 83(1993)-  21 17 54.29749(N)    157 52 02.48293(W)     ADJUSTED  
 TU1314* LOCAL TIDAL -                                                        
 TU1314  ___________________________________________________________________
 TU1314  EPOCH DATE  -        1993.62
 TU1314  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU1314  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1314
 TU1314  HORZ ORDER  -  THIRD
 TU1314
 TU1314.The horizontal coordinates were established by classical geodetic methods
 TU1314.and adjusted by the National Geodetic Survey in December 1998..
 TU1314.The horizontal coordinates are valid at the epoch date displayed above.
 TU1314.The epoch date for horizontal control is a decimal equivalence
 TU1314.of Year/Month/Day.
 TU1314
 TU1314
 TU1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1314
 TU1314.The geoid height was determined by GEOID03.
 TU1314
 TU1314;                    North         East     Units Scale Factor Converg.
 TU1314;SPC HI 3     -    14,592.932   513,763.285   MT  0.99999234   +0 02 53.4
 TU1314;UTM  04      - 2,355,596.561   617,484.418   MT  0.99977056   +0 24 41.2
 TU1314
 TU1314                          SUPERSEDED SURVEY CONTROL
 TU1314
 TU1314  NAD 83(1986)-  21 17 54.24681(N)    157 52 02.49232(W) AD(       ) 4
 TU1314  OLD HI      -  21 18 05.63000(N)    157 52 12.36300(W) AD(       ) 3
 TU1314
 TU1314.Superseded values are not recommended for survey control.
 TU1314.NGS no longer adjusts projects to the OLD HI datum.
 TU1314.See file dsdata.txt to determine how the superseded data were derived.
 TU1314
 TU1314_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1748455597(NAD 83)
 TU1314
 TU1314  HISTORY     - Date     Condition        Report By
 TU1314  HISTORY     - 1933     MONUMENTED       CGS
 TU1314  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1314  HISTORY     - 19990926 GOOD             USPSQD
 TU1314
 TU1314                          STATION DESCRIPTION
 TU1314
 TU1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (JHP)
 TU1314'THIS FLAGSTAFF WAS LOCATED BY INTERSECTION DIRECTIONS FROM
 TU1314'PUNCHBOWL, ROCKY HILL, AND KAIMUKI.  IT IS THE FLAGSTAFF AT FORT
 TU1314'ARMSTRONG IN THE CITY OF HONOLULU AND IS IN THE POSITION SHOWN ON
 TU1314'CHART NO. 4109.
 TU1314
 TU1314                          STATION RECOVERY (1964)
 TU1314
 TU1314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1314'STATION WAS RECOVERED IN GOOD CONDITION.
 TU1314'
 TU1314'LOCATED IN CITY OF HONOLULU AT FORT ARMSTRONG, INSIDE THE FENCED
 TU1314'AREA ENCLOSING THE U.S. PUBLIC HEALTH AND QUARANTINE STATION
 TU1314'BUILDINGS, ABOUT 100 FEET SOUTHWEST OF SOUTHERNMOST OFFICE
 TU1314'BUILDING.
 TU1314'
 TU1314'STATION IS A TAPERING, STEEL POLE SUPPORTED BY A CONCRETE
 TU1314'FOUNDATION.  IT IS 1 FOOT IN DIAMETER AT THE BASE, 85 FEET HIGH,
 TU1314'AND HAS A GOLD BALL ON TOP.
 TU1314
 TU1314                          STATION RECOVERY (1999)
 TU1314
 TU1314'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1315 ***********************************************************************
 TU1315  DESIGNATION -  FORT ARMSTRONG LIGHT
 TU1315  PID         -  TU1315
 TU1315  STATE/COUNTY-  HI/HONOLULU
 TU1315  USGS QUAD   -  HONOLULU (1983)
 TU1315
 TU1315                         *CURRENT SURVEY CONTROL
 TU1315  ___________________________________________________________________
 TU1315* NAD 83(1993)-  21 17 56.07845(N)    157 52 04.12966(W)     ADJUSTED  
 TU1315* LOCAL TIDAL -                                                        
 TU1315  ___________________________________________________________________
 TU1315  EPOCH DATE  -        1993.62
 TU1315  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU1315  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1315
 TU1315  HORZ ORDER  -  THIRD
 TU1315
 TU1315.The horizontal coordinates were established by classical geodetic methods
 TU1315.and adjusted by the National Geodetic Survey in December 1998..
 TU1315.The horizontal coordinates are valid at the epoch date displayed above.
 TU1315.The epoch date for horizontal control is a decimal equivalence
 TU1315.of Year/Month/Day.
 TU1315
 TU1315
 TU1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1315
 TU1315.The geoid height was determined by GEOID03.
 TU1315
 TU1315;                    North         East     Units Scale Factor Converg.
 TU1315;SPC HI 3     -    14,647.667   513,715.776   MT  0.99999232   +0 02 52.9
 TU1315;UTM  04      - 2,355,650.981   617,436.574   MT  0.99977042   +0 24 40.7
 TU1315
 TU1315                          SUPERSEDED SURVEY CONTROL
 TU1315
 TU1315  NAD 83(1986)-  21 17 56.02779(N)    157 52 04.13901(W) AD(       ) 4
 TU1315  OLD HI      -  21 18 07.41000(N)    157 52 14.00900(W) AD(       ) 3
 TU1315
 TU1315.Superseded values are not recommended for survey control.
 TU1315.NGS no longer adjusts projects to the OLD HI datum.
 TU1315.See file dsdata.txt to determine how the superseded data were derived.
 TU1315
 TU1315_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1743755651(NAD 83)
 TU1315
 TU1315  HISTORY     - Date     Condition        Report By
 TU1315  HISTORY     - UNK      MONUMENTED
 TU1315  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1315  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1315  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1315
 TU1315                          STATION DESCRIPTION
 TU1315
 TU1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1315'STATION IS GONE.
 TU1315
 TU1315                          STATION RECOVERY (1995)
 TU1315
 TU1315'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1315'MARK NOT FOUND.
 TU1315
 TU1315                          STATION RECOVERY (1999)
 TU1315
 TU1315'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1232 ***********************************************************************
 TU1232  DESIGNATION -  FORT DE RUSSY NORTH RADIO MAST
 TU1232  PID         -  TU1232
 TU1232  STATE/COUNTY-  HI/HONOLULU
 TU1232  USGS QUAD   -  HONOLULU (1983)
 TU1232
 TU1232                         *CURRENT SURVEY CONTROL
 TU1232  ___________________________________________________________________
 TU1232* NAD 83(1993)-  21 17 02.94387(N)    157 50 07.08615(W)     ADJUSTED  
 TU1232* LOCAL TIDAL -                                                        
 TU1232  ___________________________________________________________________
 TU1232  EPOCH DATE  -        1993.62
 TU1232  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 TU1232  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1232
 TU1232  HORZ ORDER  -  THIRD
 TU1232
 TU1232.The horizontal coordinates were established by classical geodetic methods
 TU1232.and adjusted by the National Geodetic Survey in December 1998..
 TU1232.The horizontal coordinates are valid at the epoch date displayed above.
 TU1232.The epoch date for horizontal control is a decimal equivalence
 TU1232.of Year/Month/Day.
 TU1232
 TU1232
 TU1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1232
 TU1232.The geoid height was determined by GEOID03.
 TU1232
 TU1232;                    North         East     Units Scale Factor Converg.
 TU1232;SPC HI 3     -    13,016.657   517,090.976   MT  0.99999361   +0 03 35.2
 TU1232;UTM  04      - 2,354,041.748   620,821.307   MT  0.99978039   +0 25 22.2
 TU1232
 TU1232                          SUPERSEDED SURVEY CONTROL
 TU1232
 TU1232  NAD 83(1986)-  21 17 02.89315(N)    157 50 07.09536(W) AD(       ) 4
 TU1232  OLD HI      -  21 17 14.28000(N)    157 50 16.96600(W) AD(       ) 3
 TU1232
 TU1232.Superseded values are not recommended for survey control.
 TU1232.NGS no longer adjusts projects to the OLD HI datum.
 TU1232.See file dsdata.txt to determine how the superseded data were derived.
 TU1232
 TU1232_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2082154042(NAD 83)
 TU1232
 TU1232  HISTORY     - Date     Condition        Report By
 TU1232  HISTORY     - 1931     MONUMENTED       CGS
 TU1232  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1232  HISTORY     - 20020217 MARK NOT FOUND   NGS
 TU1232
 TU1232                          STATION DESCRIPTION
 TU1232
 TU1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU1232'THE N ONE OF TWO RADIO MASTS AT FORT DE RUSSY.  THERE ARE THREE
 TU1232'RED LIGHTS ALONG THE MAST SPACED WIDELY.  THE MAST IS 15 METERS E
 TU1232'OF KALIA ROAD AND ABOUT 72 METERS S OF THE INTERSECTION OF THE
 TU1232'A1A MOANA AND KALIA ROAD.  THE S TOWER IS ABOUT 72 METERS DISTANT
 TU1232'FROM THE N.
 TU1232
 TU1232                          STATION RECOVERY (1964)
 TU1232
 TU1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1232'THE TOWER HAS BEEN REMOVED.  STATION IS DESTROYED.
 TU1232
 TU1232                          STATION RECOVERY (2002)
 TU1232
 TU1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWS)
 TU1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1231 ***********************************************************************
 TU1231  DESIGNATION -  FORT DE RUSSY SOUTH RADIO MAST
 TU1231  PID         -  TU1231
 TU1231  STATE/COUNTY-  HI/HONOLULU
 TU1231  USGS QUAD   -  HONOLULU (1983)
 TU1231
 TU1231                         *CURRENT SURVEY CONTROL
 TU1231  ___________________________________________________________________
 TU1231* NAD 83(1993)-  21 17 00.54641(N)    157 50 06.51674(W)     ADJUSTED  
 TU1231* LOCAL TIDAL -                                                        
 TU1231  ___________________________________________________________________
 TU1231  EPOCH DATE  -        1993.62
 TU1231  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 TU1231  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1231
 TU1231  HORZ ORDER  -  THIRD
 TU1231
 TU1231.The horizontal coordinates were established by classical geodetic methods
 TU1231.and adjusted by the National Geodetic Survey in December 1998..
 TU1231.The horizontal coordinates are valid at the epoch date displayed above.
 TU1231.The epoch date for horizontal control is a decimal equivalence
 TU1231.of Year/Month/Day.
 TU1231
 TU1231
 TU1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1231
 TU1231.The geoid height was determined by GEOID03.
 TU1231
 TU1231;                    North         East     Units Scale Factor Converg.
 TU1231;SPC HI 3     -    12,942.939   517,107.466   MT  0.99999362   +0 03 35.4
 TU1231;UTM  04      - 2,353,968.151   620,838.260   MT  0.99978044   +0 25 22.3
 TU1231
 TU1231                          SUPERSEDED SURVEY CONTROL
 TU1231
 TU1231  NAD 83(1986)-  21 17 00.49568(N)    157 50 06.52596(W) AD(       ) 4
 TU1231  OLD HI      -  21 17 11.88300(N)    157 50 16.39600(W) AD(       ) 3
 TU1231
 TU1231.Superseded values are not recommended for survey control.
 TU1231.NGS no longer adjusts projects to the OLD HI datum.
 TU1231.See file dsdata.txt to determine how the superseded data were derived.
 TU1231
 TU1231_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2083853968(NAD 83)
 TU1231
 TU1231  HISTORY     - Date     Condition        Report By
 TU1231  HISTORY     - 1931     MONUMENTED       CGS
 TU1231  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1231  HISTORY     - 20020217 MARK NOT FOUND   NGS
 TU1231
 TU1231                          STATION DESCRIPTION
 TU1231
 TU1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU1231'THE S ONE OF TWO RADIO MASTS AT FORT DE RUSSY.  THERE ARE THREE
 TU1231'RED LIGHTS ALONG THE MAST SPACED WIDELY.  THE MAST IS ABOUT 20
 TU1231'METERS E OF KALIA ROAD AND ABOUT 142 METERS S OF THE INTERSECTION
 TU1231'OF THE ALA MOANA AND KALIA ROAD.  THE TWO TOWERS ARE ABOUT 72
 TU1231'METERS APART.
 TU1231
 TU1231                          STATION RECOVERY (1964)
 TU1231
 TU1231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1231'THE TOWER HAS BEEN REMOVED.  STATION IS DESTROYED.
 TU1231
 TU1231                          STATION RECOVERY (2002)
 TU1231
 TU1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWS)
 TU1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1421 ***********************************************************************
 TU1421  DESIGNATION -  FORT KAMEHAMEHA FLAGSTAFF
 TU1421  PID         -  TU1421
 TU1421  STATE/COUNTY-  HI/HONOLULU
 TU1421  USGS QUAD   -  PEARL HARBOR (1983)
 TU1421
 TU1421                         *CURRENT SURVEY CONTROL
 TU1421  ___________________________________________________________________
 TU1421* NAD 83(1993)-  21 19 17.39341(N)    157 57 34.92560(W)     ADJUSTED  
 TU1421* LOCAL TIDAL -                                                        
 TU1421  ___________________________________________________________________
 TU1421  EPOCH DATE  -        1993.62
 TU1421  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 TU1421  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU1421
 TU1421  HORZ ORDER  -  THIRD
 TU1421
 TU1421.The horizontal coordinates were established by classical geodetic methods
 TU1421.and adjusted by the National Geodetic Survey in December 1998..
 TU1421.The horizontal coordinates are valid at the epoch date displayed above.
 TU1421.The epoch date for horizontal control is a decimal equivalence
 TU1421.of Year/Month/Day.
 TU1421
 TU1421
 TU1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1421
 TU1421.The geoid height was determined by GEOID03.
 TU1421
 TU1421;                    North         East     Units Scale Factor Converg.
 TU1421;SPC HI 3     -    17,143.340   504,180.766   MT  0.99999022   +0 00 52.7
 TU1421;UTM  04      - 2,358,085.549   607,888.160   MT  0.99974383   +0 22 41.8
 TU1421
 TU1421                          SUPERSEDED SURVEY CONTROL
 TU1421
 TU1421  NAD 83(1986)-  21 19 17.34594(N)    157 57 34.93282(W) AD(       ) 4
 TU1421  OLD HI      -  21 19 28.71600(N)    157 57 44.82900(W) AD(       ) 3
 TU1421
 TU1421.Superseded values are not recommended for survey control.
 TU1421.NGS no longer adjusts projects to the OLD HI datum.
 TU1421.See file dsdata.txt to determine how the superseded data were derived.
 TU1421
 TU1421_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0788858086(NAD 83)
 TU1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1421+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 TU1421
 TU1421  HISTORY     - Date     Condition        Report By
 TU1421  HISTORY     - 1925     MONUMENTED       CGS
 TU1421  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1421  HISTORY     - 20040330 GOOD             GEOCAC
 TU1421
 TU1421                          STATION DESCRIPTION
 TU1421
 TU1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1421'IN S OAHU, ON E SIDE OF PEARL HARBOR ENTRANCE, THE FLAGSTAFF AT
 TU1421'FORT KAMEHAMEHA.
 TU1421
 TU1421                          STATION RECOVERY (1964)
 TU1421
 TU1421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1421'STATION WAS IDENTIFIED BY CHECK ANGLE AT TRIANGULATION STATIONS
 TU1421'SALT LAKE AND EWA CHURCH AND RECOVERED IN GOOD CONDITION.  IT IS A
 TU1421'WHITE, TAPERING STEEL POLE, 65 FEET HIGH, WITH A RED OBSTRUCTION
 TU1421'LIGHT ON TOP.
 TU1421'
 TU1421'LOCATED AT THE SOUTHWEST CORNER OF HICKAM A.F.B., AT FORT
 TU1421'KAMEHAMEHA, AT THE CROSSROAD INTERSECTION OF GARDNER AND SEAMAN
 TU1421'AVENUES, 0.3 MILE SOUTH OF THE ENTRANCE GATE OF FORT
 TU1421'KAMEHAMEHA.  THE FLAGPOLE SETS ON A 6-FOOT-DIAMETER CONCRETE BASE
 TU1421'IN THE CENTER OF A 20-FOOT-DIAMETER LAWN ENCIRCLED BY A CONCRETE
 TU1421'CURBING, AND IS IN THE MIDDLE OF THE INTERSECTION, IN FRONT OF
 TU1421'THE FORT KAMEHAMEHA YOUTH CENTER BUILDING.
 TU1421
 TU1421                          STATION RECOVERY (2004)
 TU1421
 TU1421'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1368 ***********************************************************************
 TU1368  DESIGNATION -  FORT SHAFTER FLAGSTAFF
 TU1368  PID         -  TU1368
 TU1368  STATE/COUNTY-  HI/HONOLULU
 TU1368  USGS QUAD   -  HONOLULU (1983)
 TU1368
 TU1368                         *CURRENT SURVEY CONTROL
 TU1368  ___________________________________________________________________
 TU1368* NAD 83(1993)-  21 20 46.90605(N)    157 53 13.67982(W)     ADJUSTED  
 TU1368* LOCAL TIDAL -                                                        
 TU1368  ___________________________________________________________________
 TU1368  EPOCH DATE  -        1993.62
 TU1368  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 TU1368  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU1368
 TU1368  HORZ ORDER  -  THIRD
 TU1368
 TU1368.The horizontal coordinates were established by classical geodetic methods
 TU1368.and adjusted by the National Geodetic Survey in December 1998..
 TU1368.The horizontal coordinates are valid at the epoch date displayed above.
 TU1368.The epoch date for horizontal control is a decimal equivalence
 TU1368.of Year/Month/Day.
 TU1368
 TU1368
 TU1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1368
 TU1368.The geoid height was determined by GEOID03.
 TU1368
 TU1368;                    North         East     Units Scale Factor Converg.
 TU1368;SPC HI 3     -    19,900.021   511,707.401   MT  0.99999169   +0 02 27.9
 TU1368;UTM  04      - 2,360,889.306   615,395.360   MT  0.99976455   +0 24 18.5
 TU1368
 TU1368                          SUPERSEDED SURVEY CONTROL
 TU1368
 TU1368  NAD 83(1986)-  21 20 46.85498(N)    157 53 13.69166(W) AD(       ) 4
 TU1368  OLD HI      -  21 20 58.23400(N)    157 53 23.54400(W) AD(       ) 3
 TU1368
 TU1368.Superseded values are not recommended for survey control.
 TU1368.NGS no longer adjusts projects to the OLD HI datum.
 TU1368.See file dsdata.txt to determine how the superseded data were derived.
 TU1368
 TU1368_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1539560889(NAD 83)
 TU1368
 TU1368  HISTORY     - Date     Condition        Report By
 TU1368  HISTORY     - UNK      MONUMENTED
 TU1368  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1368  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1368  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1368
 TU1368                          STATION DESCRIPTION
 TU1368
 TU1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1368'STATION IS ON OAHU ISLAND, IN THE CENTER OF FORT SHAFTER AT THE
 TU1368'NORTHEAST CORNER OF THE PARADE GROUND ON PALM CIRCLE DRIVE,
 TU1368'ACROSS FROM RICHARDSON HALL (HEADQUARTERS, U.S. ARMY PACIFIC).  IT
 TU1368'IS IN THE CENTER OF A CIRCULAR CONCRETE SECTION 52 FEET IN
 TU1368'DIAMETER.  THE FLAGSTAFF IS IN 2 SECTIONS.  THE LOWER SECTION IS
 TU1368'OCTAGONAL CONCRETE AND STEEL, THE UPPER SECTION IS STEEL PIPE.
 TU1368
 TU1368                          STATION RECOVERY (1964)
 TU1368
 TU1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1368'STATION WAS RECOVERED.  IT IS LOCATED IN THE KALIHI DISTRICT OF
 TU1368'HONOLULU, AT FORT SHAFTER, IN THE NORTHEAST CORNER OF PALM
 TU1368'CIRCLE DRIVE AND SET AT THE CENTER OF A CIRCULAR, CONCRETE BASE
 TU1368'52 FEET IN DIAMETER.  THE FLAGSTAFF IS IN 2 SECTIONS.  THE
 TU1368'BASE SECTION IS CONCRETE AND IS OCTAGON-SHAPED.  THE TOP
 TU1368'SECTION IS STEEL PIPE AND IS OFFSET WESTWARD FROM THE CENTER
 TU1368'OF THE BASE SECTION.  THE ENTIRE FLAGSTAFF IS PAINTED WHITE
 TU1368'AND IS ABOUT 65 FEET HIGH.  THERE ARE 4 GUY-CABLES ATTACHED
 TU1368'TO THE TOP OF THE FIRST SECTION.
 TU1368
 TU1368                          STATION RECOVERY (1969)
 TU1368
 TU1368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1368'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0703 ***********************************************************************
 TU0703  DESIGNATION -  FPQ 10 CAL REF
 TU0703  PID         -  TU0703
 TU0703  STATE/COUNTY-  HI/KAUAI
 TU0703  USGS QUAD   -  KEKAHA (1983)
 TU0703
 TU0703                         *CURRENT SURVEY CONTROL
 TU0703  ___________________________________________________________________
 TU0703* NAD 83(1993)-  22 01 37.06660(N)    159 47 01.60402(W)     ADJUSTED  
 TU0703* LOCAL TIDAL -         3.743  (meters)      12.28   (feet)  ADJ UNCH  
 TU0703  ___________________________________________________________________
 TU0703  EPOCH DATE  -        1993.62
 TU0703  LAPLACE CORR-           5.36  (seconds)                    DEFLEC99
 TU0703  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0703
 TU0703  HORZ ORDER  -  SECOND
 TU0703  VERT ORDER  -  SECOND    CLASS 0
 TU0703
 TU0703.The horizontal coordinates were established by classical geodetic methods
 TU0703.and adjusted by the National Geodetic Survey in December 1998..
 TU0703.The horizontal coordinates are valid at the epoch date displayed above.
 TU0703.The epoch date for horizontal control is a decimal equivalence
 TU0703.of Year/Month/Day.
 TU0703
 TU0703.The orthometric height was key entered from printed documents
 TU0703.and not key verified.
 TU0703
 TU0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0703
 TU0703.The geoid height was determined by GEOID03.
 TU0703
 TU0703;                    North         East     Units Scale Factor Converg.
 TU0703;SPC HI 4     -    21,467.474   470,702.130   MT  1.00000060   -0 06 23.1
 TU0703;UTM  04      - 2,436,018.888   419,111.157   MT  0.99968084   -0 17 38.3
 TU0703
 TU0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0703!SPC HI 4     -   0.99999687  x   1.00000060  =   0.99999747
 TU0703!UTM  04      -   0.99999687  x   0.99968084  =   0.99967771
 TU0703
 TU0703                          SUPERSEDED SURVEY CONTROL
 TU0703
 TU0703  NAD 83(1986)-  22 01 37.03160(N)    159 47 01.62981(W) AD(       ) 2
 TU0703  OLD HI      -  22 01 48.30842(N)    159 47 11.67404(W) AD(       ) 2
 TU0703
 TU0703.Superseded values are not recommended for survey control.
 TU0703.NGS no longer adjusts projects to the OLD HI datum.
 TU0703.See file dsdata.txt to determine how the superseded data were derived.
 TU0703
 TU0703_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1911136019(NAD 83)
 TU0703_MARKER: DB = BENCH MARK DISK
 TU0703_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0703+WITH SETTING: INTO GROUND
 TU0703_STAMPING: FPQ 10 CALIBRATION REFLECTOR 1968
 TU0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0703+STABILITY: SURFACE MOTION
 TU0703
 TU0703  HISTORY     - Date     Condition        Report By
 TU0703  HISTORY     - 1968     MONUMENTED       CGS
 TU0703  HISTORY     - 1968     GOOD             CGS
 TU0703  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0703
 TU0703                          STATION DESCRIPTION
 TU0703
 TU0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0703'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0703'FACILITY, GO SOUTH ON NOHILI ROAD SOUTH FOR 0.2 MILE TO
 TU0703'PALA PLACE.  TURN LEFT AND GO EAST ON PALA PLACE FOR 0.05 MILE
 TU0703'TO KALANAMAHIKI PLACE SOUTH.  TURN RIGHT AND GO SOUTH ON
 TU0703'KALANAMAHIKI PLACE SOUTH FOR 0.2 MILE TO LALANA PLACE.  TURN
 TU0703'RIGHT AND GO WEST ON LALANA PLACE FOR 0.1 MILE.  TURN RIGHT
 TU0703'AND GO NORTH ON AN ASPHALT ROAD FOR 0.1 MILE.  TURN LEFT AND
 TU0703'GO WEST ON A TRACK ROAD FOR 0.05 MILE, THEN TURN LEFT AND GO
 TU0703'SOUTH, CROSS-COUNTRY, FOR 0.05 MILE TO THE STATION.
 TU0703'
 TU0703'THE STATION MARK IS A PLAIN BRASS DISK, STAMPED FPQ 10
 TU0703'CALIBRATION REFLECTOR 1968, SET IN THE TOP OF A 3-INCH CAST
 TU0703'IRON SEWER PIPE THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 TU0703'GROUND.  IT IS ABOUT 100 YARDS EAST OF THE EAST EDGE OF THE
 TU0703'TAXIWAY, 30 FEET NORTHWEST OF AN OLD AIRCRAFT REVETMENT AND
 TU0703'PLUMBED UNDER THE TIP OF A ROD THAT PROJECTS FROM THE CENTER OF
 TU0703'AN 8-FOOT, WHITE-PAINTED METAL DISH THAT IS ABOUT 5 FEET
 TU0703'ABOVE GROUND LEVEL.
 TU0703
 TU0703                          STATION RECOVERY (1968)
 TU0703
 TU0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 TU0703'IN BARKING SANDS PMRF.
 TU0703'0.2 MILE SOUTH ALONG NOHILI ROAD SOUTH FROM THE MAIN GATE OF THE
 TU0703'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE EAST
 TU0703'ALONG PALA PLACE, THENCE 0.2 MILE SOUTH ALONG KALANAMAHIKI PLACE
 TU0703'SOUTH, THENCE 0.1 MILE WEST ALONG LALANA PLACE, THENCE 0.1 MILE NORTH
 TU0703'ALONG AN ASPHALT ROAD, THENCE 0.05 MILE WEST ALONG A TRACK ROAD,
 TU0703'THENCE 0.05 MILE SOUTH CROSS-COUNTRY, ABOUT 100 YARDS EAST OF THE EAST
 TU0703'EDGE OF THE TAXIWAY, 30 FEET NORTHWEST OF AN OLD AIRCRAFT REVETMENT,
 TU0703'PLUMBED UNDER THE TIP OF A ROD PROJECTING FROM THE CENTER OF AN
 TU0703'8-FOOT, WHITE-PAINTED METAL DISH THAT IS ABOUT 5 FEET ABOVE GROUND
 TU0703'LEVEL AND SET IN THE TOP OF A 3-INCH CAST IRON SEWER PIPE THAT
 TU0703'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0703
 TU0703                          STATION RECOVERY (1983)
 TU0703
 TU0703'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0703'STATION DESTROYED EQUIPMENT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2060 ***********************************************************************
 TU2060  DESIGNATION -  FPQ 10 FSR 324205 1968
 TU2060  PID         -  TU2060
 TU2060  STATE/COUNTY-  HI/KAUAI
 TU2060  USGS QUAD   -  KEKAHA (1983)
 TU2060
 TU2060                         *CURRENT SURVEY CONTROL
 TU2060  ___________________________________________________________________
 TU2060* NAD 83(1993)-  22 01 44.41869(N)    159 46 59.06631(W)     ADJUSTED  
 TU2060* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU2060  ___________________________________________________________________
 TU2060  EPOCH DATE  -        1993.62
 TU2060  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 TU2060  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2060
 TU2060  HORZ ORDER  -  SECOND
 TU2060
 TU2060.The horizontal coordinates were established by classical geodetic methods
 TU2060.and adjusted by the National Geodetic Survey in December 1998..
 TU2060.The horizontal coordinates are valid at the epoch date displayed above.
 TU2060.The epoch date for horizontal control is a decimal equivalence
 TU2060.of Year/Month/Day.
 TU2060
 TU2060.The orthometric height was scaled from a topographic map.
 TU2060
 TU2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2060
 TU2060.The geoid height was determined by GEOID03.
 TU2060
 TU2060;                    North         East     Units Scale Factor Converg.
 TU2060;SPC HI 4     -    21,693.478   470,775.327   MT  1.00000055   -0 06 22.2
 TU2060;UTM  04      - 2,436,244.579   419,185.070   MT  0.99968069   -0 17 37.4
 TU2060
 TU2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2060!SPC HI 4     -   0.99999652  x   1.00000055  =   0.99999707
 TU2060!UTM  04      -   0.99999652  x   0.99968069  =   0.99967721
 TU2060
 TU2060                          SUPERSEDED SURVEY CONTROL
 TU2060
 TU2060  NAD 83(1986)-  22 01 44.38372(N)    159 46 59.09210(W) AD(       ) 2
 TU2060  OLD HI      -  22 01 55.66097(N)    159 47 09.13653(W) AD(       ) 2
 TU2060
 TU2060.Superseded values are not recommended for survey control.
 TU2060.NGS no longer adjusts projects to the OLD HI datum.
 TU2060.See file dsdata.txt to determine how the superseded data were derived.
 TU2060
 TU2060_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1918536245(NAD 83)
 TU2060
 TU2060  HISTORY     - Date     Condition        Report By
 TU2060  HISTORY     - 1968     MONUMENTED       CGS
 TU2060  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2060
 TU2060                          STATION DESCRIPTION
 TU2060
 TU2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU2060'FROM THE SENTRY POST AT THE MAIN GATE OF THE BARKING SANDS PACIFIC
 TU2060'MISSILE RANGE FACILITY, GO WEST AND SOUTH ON NOHILI ROAD NORTH FOR
 TU2060'0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTH ON
 TU2060'NOHILI ROAD NORTH FOR 0.5 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT
 TU2060'AND GO WEST AND SOUTH ON LII WAY 0.1 MILE.  TURN RIGHT AND GO
 TU2060'WEST ACROSS A GRASSY AREA FOR 0.05 MILE TO THE STATION.
 TU2060'
 TU2060'THE STATION IS A RED-PAINTED OBJECT MOUNTED AT THE TOP AND NORTH
 TU2060'SIDE OF A 4-LEGGED ALUMINUM TOWER.  POINT TRAVERSED TO WAS THE
 TU2060'CENTER OF A BOLT HEAD ON THE NORTH SIDE OF THE OBJECT.
 TU2060'
 TU2060'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CABLE
 TU2060'1964, DISTANCE BEING 10.7192 METERS (35.168 FEET) NORTH OF
 TU2060'STATION CABLE 1964.
 TU2060
 TU2060                          STATION RECOVERY (1983)
 TU2060
 TU2060'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2060'TOWER NO LONGER THERE STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0704 ***********************************************************************
 TU0704  DESIGNATION -  FPQ CAL REF AXIS
 TU0704  PID         -  TU0704
 TU0704  STATE/COUNTY-  HI/KAUAI
 TU0704  USGS QUAD   -  KEKAHA (1983)
 TU0704
 TU0704                         *CURRENT SURVEY CONTROL
 TU0704  ___________________________________________________________________
 TU0704* NAD 83(1986)-  22 01 37.     (N)    159 47 02.     (W)     SCALED    
 TU0704* LOCAL TIDAL -         5.241  (meters)      17.19   (feet)  ADJ UNCH  
 TU0704  ___________________________________________________________________
 TU0704  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0704
 TU0704  VERT ORDER  -  SECOND    CLASS 0
 TU0704
 TU0704.The horizontal coordinates were scaled from a topographic map and have
 TU0704.an estimated accuracy of +/- 6 seconds.
 TU0704
 TU0704.The orthometric height was key entered from printed documents
 TU0704.and not key verified.
 TU0704
 TU0704.The geoid height was determined by GEOID03.
 TU0704
 TU0704;                    North         East    Units  Estimated Accuracy
 TU0704;SPC HI 4     -    21,470.      470,690.      MT  (+/- 180 meters Scaled)
 TU0704
 TU0704                          SUPERSEDED SURVEY CONTROL
 TU0704
 TU0704.No superseded survey control is available for this station.
 TU0704
 TU0704_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191360(NAD 83)
 TU0704_MARKER: Z = SEE DESCRIPTION
 TU0704_SETTING: 0 = UNSPECIFIED SETTING
 TU0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0704
 TU0704  HISTORY     - Date     Condition        Report By
 TU0704  HISTORY     - UNK      MONUMENTED       CGS
 TU0704  HISTORY     - 1968     GOOD             NGS
 TU0704
 TU0704                          STATION DESCRIPTION
 TU0704
 TU0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0704'IN BARKING SANDS PMRF.
 TU0704'0.2 MILE SOUTH ALONG NOHILI ROAD SOUTH FROM THE MAIN GATE OF THE
 TU0704'BARKING SANDS PACIFIC MISSILE RANGE, THENCE 0.05 MILE EAST ALONG PALA
 TU0704'PLACE, THENCE 0.2 MILE SOUTH ALONG KALANAMAHIKI PLACE SOUTH, THENCE
 TU0704'0.1 MILE WEST ALONG LALANA PLACE, THENCE 0.1 MILE NORTH ALONG AN
 TU0704'ASPHALT ROAD, THENCE 0.05 MILE WEST ALONG A TRACK ROAD, THENCE 0.05
 TU0704'MILE SOUTH, CROSS-COUNTRY.  AN ELEVATION WAS ESTABLISHED ON THE CENTER
 TU0704'AND NORTH END OF A ROD PROJECTING FROM THE CENTER OF AN 8-FOOT,
 TU0704'WHITE-PAINTED METAL DISH THAT IS ABOUT 5 FEET ABOVE GROUND LEVEL. IT
 TU0704'IS ABOUT 100 YARDS EAST OF THE EAST EDGE OF THE TAXIWAY AND 30 FEET
 TU0704'NORTHWEST OF AN OLD EARTHEN AIRCRAFT REVETMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1344 ***********************************************************************
 TU1344  DESIGNATION -  FRONT RANGE LIGHTHOUSE
 TU1344  PID         -  TU1344
 TU1344  STATE/COUNTY-  HI/HONOLULU
 TU1344  USGS QUAD   -  HONOLULU (1983)
 TU1344
 TU1344                         *CURRENT SURVEY CONTROL
 TU1344  ___________________________________________________________________
 TU1344* NAD 83(1993)-  21 18 06.06814(N)    157 52 07.35076(W)     ADJUSTED  
 TU1344* LOCAL TIDAL -                                                        
 TU1344  ___________________________________________________________________
 TU1344  EPOCH DATE  -        1993.62
 TU1344  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TU1344  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1344
 TU1344  HORZ ORDER  -  THIRD
 TU1344
 TU1344.The horizontal coordinates were established by classical geodetic methods
 TU1344.and adjusted by the National Geodetic Survey in December 1998..
 TU1344.The horizontal coordinates are valid at the epoch date displayed above.
 TU1344.The epoch date for horizontal control is a decimal equivalence
 TU1344.of Year/Month/Day.
 TU1344
 TU1344
 TU1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1344
 TU1344.The geoid height was determined by GEOID03.
 TU1344
 TU1344;                    North         East     Units Scale Factor Converg.
 TU1344;SPC HI 3     -    14,954.828   513,622.680   MT  0.99999229   +0 02 51.7
 TU1344;UTM  04      - 2,355,957.478   617,341.553   MT  0.99977015   +0 24 39.7
 TU1344
 TU1344                          SUPERSEDED SURVEY CONTROL
 TU1344
 TU1344  NAD 83(1986)-  21 18 06.01708(N)    157 52 07.36085(W) AD(       ) 4
 TU1344  OLD HI      -  21 18 17.40900(N)    157 52 17.21800(W) AD(       ) 3
 TU1344
 TU1344.Superseded values are not recommended for survey control.
 TU1344.NGS no longer adjusts projects to the OLD HI datum.
 TU1344.See file dsdata.txt to determine how the superseded data were derived.
 TU1344
 TU1344_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1734255957(NAD 83)
 TU1344
 TU1344  HISTORY     - Date     Condition        Report By
 TU1344  HISTORY     - UNK      MONUMENTED
 TU1344  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1344  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1344  HISTORY     - 19990928 MARK NOT FOUND   USPSQD
 TU1344
 TU1344                          STATION DESCRIPTION
 TU1344
 TU1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1344'STATION IS GONE.
 TU1344
 TU1344                          STATION RECOVERY (1995)
 TU1344
 TU1344'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1344'MARK NOT FOUND.
 TU1344
 TU1344                          STATION RECOVERY (1999)
 TU1344
 TU1344'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0423 ***********************************************************************
 TU0423  DESIGNATION -  G
 TU0423  PID         -  TU0423
 TU0423  STATE/COUNTY-  HI/HONOLULU
 TU0423  USGS QUAD   -  HONOLULU (1983)
 TU0423
 TU0423                         *CURRENT SURVEY CONTROL
 TU0423  ___________________________________________________________________
 TU0423* NAD 83(1986)-  21 17 07.     (N)    157 47 44.     (W)     SCALED    
 TU0423* LOCAL TIDAL -        58.561  (meters)     192.13   (feet)  ADJ UNCH  
 TU0423  ___________________________________________________________________
 TU0423  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU0423
 TU0423  VERT ORDER  -  FIRST     CLASS II
 TU0423
 TU0423.The horizontal coordinates were scaled from a topographic map and have
 TU0423.an estimated accuracy of +/- 6 seconds.
 TU0423
 TU0423.The orthometric height was key entered from printed documents
 TU0423.and not key verified.
 TU0423
 TU0423.The geoid height was determined by GEOID03.
 TU0423
 TU0423;                    North         East    Units  Estimated Accuracy
 TU0423;SPC HI 3     -    13,150.      521,220.      MT  (+/- 180 meters Scaled)
 TU0423
 TU0423                          SUPERSEDED SURVEY CONTROL
 TU0423
 TU0423.No superseded survey control is available for this station.
 TU0423
 TU0423_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ249541(NAD 83)
 TU0423_MARKER: DD = SURVEY DISK
 TU0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0423+STABILITY: SURFACE MOTION
 TU0423
 TU0423  HISTORY     - Date     Condition        Report By
 TU0423  HISTORY     - UNK      MONUMENTED
 TU0423  HISTORY     - 1962     GOOD             NGS
 TU0423  HISTORY     - 19990527 GOOD             USPSQD
 TU0423
 TU0423                          STATION DESCRIPTION
 TU0423
 TU0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0423'IN HONOLULU.
 TU0423'ABOUT 3-1/2 MILES AIRLINE EAST-SOUTHEAST OF THE FEDERAL BUILDING IN
 TU0423'HONOLULU, IN THE WILHELMINA RISE DISTRICT.  AT THE INTERSECTION OF THE
 TU0423'CENTERLINES OF WILHELMINA STREET AND 13TH AVE.  THE TOP OF A BRASS ROD
 TU0423'PROJECTING ABOUT 1 INCH FROM THE TOP OF A 3-INCH-DIAMETER, CONCRETE
 TU0423'POST SET BELOW STREET SURFACE.  ACCESS TO THE MARK IS HAD THROUGH A
 TU0423'7-INCH-DIAMETER CAST-IRON COVER WITH C AND C AND STREET SURVEY
 TU0423'MONUMENT EMBOSSED ON THE TOP.
 TU0423
 TU0423                          STATION RECOVERY (1999)
 TU0423
 TU0423'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0443 ***********************************************************************
 TU0443  DESIGNATION -  G 10
 TU0443  PID         -  TU0443
 TU0443  STATE/COUNTY-  HI/HONOLULU
 TU0443  USGS QUAD   -  PEARL HARBOR (1983)
 TU0443
 TU0443                         *CURRENT SURVEY CONTROL
 TU0443  ___________________________________________________________________
 TU0443* NAD 83(1986)-  21 19 22.     (N)    157 56 59.     (W)     SCALED    
 TU0443* LOCAL TIDAL -         1.389  (meters)       4.56   (feet)  ADJ UNCH  
 TU0443  ___________________________________________________________________
 TU0443  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU0443
 TU0443  VERT ORDER  -  SECOND    CLASS 0
 TU0443
 TU0443.The horizontal coordinates were scaled from a topographic map and have
 TU0443.an estimated accuracy of +/- 6 seconds.
 TU0443
 TU0443.The orthometric height was key entered from printed documents
 TU0443.and not key verified.
 TU0443
 TU0443.The geoid height was determined by GEOID03.
 TU0443
 TU0443;                    North         East    Units  Estimated Accuracy
 TU0443;SPC HI 3     -    17,290.      505,220.      MT  (+/- 180 meters Scaled)
 TU0443
 TU0443                          SUPERSEDED SURVEY CONTROL
 TU0443
 TU0443.No superseded survey control is available for this station.
 TU0443
 TU0443_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ089582(NAD 83)
 TU0443_MARKER: DB = BENCH MARK DISK
 TU0443_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0443_SP_SET: BRIDGE
 TU0443_STAMPING: G 10 1966
 TU0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0443+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2002
 TU0443
 TU0443  HISTORY     - Date     Condition        Report By
 TU0443  HISTORY     - 1966     MONUMENTED       CGS
 TU0443  HISTORY     - 20021124 GOOD             GEOCAC
 TU0443  HISTORY     - 20040330 GOOD             GEOCAC
 TU0443
 TU0443                          STATION DESCRIPTION
 TU0443
 TU0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0443'5.7 MI W FROM HONOLULU.
 TU0443'PROCEED ALONG LAGOON DRIVE-WORCHESTER AVENUE 4.3 MILES FROM THE
 TU0443'INTERSECTION OF NIMITZ HIGHWAY AND LAGOON DRIVE.  LAGOON DRIVE BECOMES
 TU0443'WORCHESTER AVENUE JUST PRIOR TO ENTERING FORT KAMEHAMEHA-HICKAM AIR
 TU0443'FORCE BASE.  THE DISK IS SET IN THE RAIL OF A CONCRETE BRIDGE CULVERT
 TU0443'STRUCTURE WHERE WORCHESTER AVENUE CROSSES A CANAL. THE CANAL IS JUST
 TU0443'EAST OF THE HICKAM HARBOR RECREATION AREA. THE DISK IS SET IN THE
 TU0443'NORTHWEST CORNER OF THE BRIDGE STRUCTURE 1.2 FEET EAST OF THE WEST END
 TU0443'OF THE RAIL.
 TU0443
 TU0443                          STATION RECOVERY (2002)
 TU0443
 TU0443'RECOVERY NOTE BY GEOCACHING 2002 (JRB)
 TU0443'DISK PARTIALLY COVERED BY PVC IRRIGATION PIPE LAID ACROSS BRIDGE.
 TU0443
 TU0443                          STATION RECOVERY (2004)
 TU0443
 TU0443'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0686 ***********************************************************************
 TU0686  DESIGNATION -  G 1000
 TU0686  PID         -  TU0686
 TU0686  STATE/COUNTY-  HI/KAUAI
 TU0686  USGS QUAD   -  KEKAHA (1983)
 TU0686
 TU0686                         *CURRENT SURVEY CONTROL
 TU0686  ___________________________________________________________________
 TU0686* NAD 83(1986)-  21 58 35.     (N)    159 44 08.     (W)     SCALED    
 TU0686* LOCAL TIDAL -         4.155  (meters)      13.63   (feet)  ADJ UNCH  
 TU0686  ___________________________________________________________________
 TU0686  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0686
 TU0686  VERT ORDER  -  SECOND    CLASS 0
 TU0686
 TU0686.The horizontal coordinates were scaled from a topographic map and have
 TU0686.an estimated accuracy of +/- 6 seconds.
 TU0686
 TU0686.The orthometric height was key entered from printed documents
 TU0686.and not key verified.
 TU0686
 TU0686.The geoid height was determined by GEOID03.
 TU0686
 TU0686;                    North         East    Units  Estimated Accuracy
 TU0686;SPC HI 4     -    15,860.      475,670.      MT  (+/- 180 meters Scaled)
 TU0686
 TU0686                          SUPERSEDED SURVEY CONTROL
 TU0686
 TU0686.No superseded survey control is available for this station.
 TU0686
 TU0686_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK240303(NAD 83)
 TU0686_MARKER: DB = BENCH MARK DISK
 TU0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0686_SP_SET: BRIDGE
 TU0686_STAMPING: G 1000 1964
 TU0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0686
 TU0686  HISTORY     - Date     Condition        Report By
 TU0686  HISTORY     - 1964     MONUMENTED       CGS
 TU0686  HISTORY     - 1966     GOOD             NGS
 TU0686  HISTORY     - 19970106 GOOD             USPSQD
 TU0686  HISTORY     - 19980815 GOOD             USPSQD
 TU0686
 TU0686                          STATION DESCRIPTION
 TU0686
 TU0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0686'1.4 MI NW FROM KEKAHA.
 TU0686'LOCATED 1.4 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 TU0686'OF STATE HIGHWAYS 50 AND 55 AT KEKAHA, IN THE NORTHWEST ANGLE OF THE
 TU0686'CROSSROAD INTERSECTION OF A DIRT ROAD AND THE HIGHWAY, AND AT THE
 TU0686'SOUTHEAST SIDE OF A CANAL WHICH CROSSES THE HIGHWAY UNDER BRIDGE NO.
 TU0686'3.  IT IS 21.5 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 TU0686'CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE RAILING OF BRIDGE
 TU0686'NO. 3, 7 FEET NORTHWEST FROM SOUTHEAST END OF THE RAIL AND ABOUT 3
 TU0686'FEET ABOVE ROAD SURFACE.
 TU0686
 TU0686                          STATION RECOVERY (1997)
 TU0686
 TU0686'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0686'RECOVERED IN GOOD CONDITION.
 TU0686
 TU0686                          STATION RECOVERY (1998)
 TU0686
 TU0686'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0806 ***********************************************************************
 TU0806  DESIGNATION -  G 1002
 TU0806  PID         -  TU0806
 TU0806  STATE/COUNTY-  HI/KAUAI
 TU0806  USGS QUAD   -  MAKAHA POINT (1983)
 TU0806
 TU0806                         *CURRENT SURVEY CONTROL
 TU0806  ___________________________________________________________________
 TU0806* NAD 83(1986)-  22 06 53.     (N)    159 40 44.     (W)     SCALED    
 TU0806* LOCAL TIDAL -      1006.277  (meters)    3301.43   (feet)  ADJ UNCH  
 TU0806  ___________________________________________________________________
 TU0806  GEOID HEIGHT-          16.72  (meters)                     GEOID03
 TU0806
 TU0806  VERT ORDER  -  SECOND    CLASS 0
 TU0806
 TU0806.The horizontal coordinates were scaled from a topographic map and have
 TU0806.an estimated accuracy of +/- 6 seconds.
 TU0806
 TU0806.The orthometric height was key entered from printed documents
 TU0806.and not key verified.
 TU0806
 TU0806.The geoid height was determined by GEOID03.
 TU0806
 TU0806;                    North         East    Units  Estimated Accuracy
 TU0806;SPC HI 4     -    31,170.      481,540.      MT  (+/- 180 meters Scaled)
 TU0806
 TU0806                          SUPERSEDED SURVEY CONTROL
 TU0806
 TU0806.No superseded survey control is available for this station.
 TU0806
 TU0806_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK299456(NAD 83)
 TU0806_MARKER: DB = BENCH MARK DISK
 TU0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0806_STAMPING: G 1002 1966
 TU0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0806+STABILITY: SURFACE MOTION
 TU0806
 TU0806  HISTORY     - Date     Condition        Report By
 TU0806  HISTORY     - 1966     MONUMENTED       CGS
 TU0806
 TU0806                          STATION DESCRIPTION
 TU0806
 TU0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0806'16.2 MI N FROM KEKAHA.
 TU0806'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0806'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.7 MILE WEST ALONG AN ASPHALT
 TU0806'ROAD, 31 FEET NORTHEAST OF THE CENTER OF THE ASPHALT ROAD, 2 1/2 FEET
 TU0806'NORTHWEST OF A 4 BY 4-INCH WHITE WITNESS POST AND SIGN, SET IN THE TOP
 TU0806'OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 7 INCHES ABOVE THE
 TU0806'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0322 ***********************************************************************
 TU0322  DESIGNATION -  G 11
 TU0322  PID         -  TU0322
 TU0322  STATE/COUNTY-  HI/HONOLULU
 TU0322  USGS QUAD   -  HONOLULU (1983)
 TU0322
 TU0322                         *CURRENT SURVEY CONTROL
 TU0322  ___________________________________________________________________
 TU0322* NAD 83(1986)-  21 16 36.     (N)    157 46 23.     (W)     SCALED    
 TU0322* LOCAL TIDAL -         4.566  (meters)      14.98   (feet)  ADJ UNCH  
 TU0322  ___________________________________________________________________
 TU0322  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0322
 TU0322  VERT ORDER  -  FIRST     CLASS II
 TU0322
 TU0322.The horizontal coordinates were scaled from a topographic map and have
 TU0322.an estimated accuracy of +/- 6 seconds.
 TU0322
 TU0322.The orthometric height was key entered from printed documents
 TU0322.and not key verified.
 TU0322
 TU0322.The geoid height was determined by GEOID03.
 TU0322
 TU0322;                    North         East    Units  Estimated Accuracy
 TU0322;SPC HI 3     -    12,200.      523,550.      MT  (+/- 180 meters Scaled)
 TU0322
 TU0322                          SUPERSEDED SURVEY CONTROL
 TU0322
 TU0322.No superseded survey control is available for this station.
 TU0322
 TU0322_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ272532(NAD 83)
 TU0322_MARKER: DB = BENCH MARK DISK
 TU0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0322_SP_SET: SIDEWALK
 TU0322_STAMPING: G 11 1969
 TU0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0322
 TU0322  HISTORY     - Date     Condition        Report By
 TU0322  HISTORY     - 1969     MONUMENTED       CGS
 TU0322  HISTORY     - 19990418 GOOD             USPSQD
 TU0322
 TU0322                          STATION DESCRIPTION
 TU0322
 TU0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0322'1.3 MI W FROM AINA HAINA.
 TU0322'1.3 MILES WEST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST HIND
 TU0322'DRIVE, ACROSS THE HIGHWAY FROM KALANI HIGH SCHOOL, IN THE TOP OF A 1
 TU0322'1/2- BY 1 1/2-FOOT TRIANGULAR-SHAPED BLOCK OF CONCRETE WHICH IS PART
 TU0322'OF THE SIDEWALK AND A RETAINING WALL OF A CONCRETE LINED CANAL, 5.9
 TU0322'FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK, 0.7 FOOT EAST OF A PHONE
 TU0322'BOOTH, 0.7 FOOT NORTH OF A CONCRETE BLOCK FENCE, 25.0 FEET SOUTHEAST
 TU0322'OF THE EAST END OF A METAL GUARDRAIL ALONG THE SOUTH SIDE OF THE
 TU0322'HIGHWAY, AND FLUSH WITH THE CONCRETE BLOCK.
 TU0322
 TU0322                          STATION RECOVERY (1999)
 TU0322
 TU0322'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0473 ***********************************************************************
 TU0473  DESIGNATION -  G 12
 TU0473  PID         -  TU0473
 TU0473  STATE/COUNTY-  HI/HONOLULU
 TU0473  USGS QUAD   -  HONOLULU (1983)
 TU0473
 TU0473                         *CURRENT SURVEY CONTROL
 TU0473  ___________________________________________________________________
 TU0473* NAD 83(1986)-  21 18 25.     (N)    157 47 18.     (W)     SCALED    
 TU0473* LOCAL TIDAL -       108.216  (meters)     355.04   (feet)  ADJ UNCH  
 TU0473  ___________________________________________________________________
 TU0473  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0473
 TU0473  VERT ORDER  -  FIRST     CLASS II
 TU0473
 TU0473.The horizontal coordinates were scaled from a topographic map and have
 TU0473.an estimated accuracy of +/- 6 seconds.
 TU0473
 TU0473.The orthometric height was key entered from printed documents
 TU0473.and not key verified.
 TU0473
 TU0473.The geoid height was determined by GEOID03.
 TU0473
 TU0473;                    North         East    Units  Estimated Accuracy
 TU0473;SPC HI 3     -    15,550.      521,960.      MT  (+/- 180 meters Scaled)
 TU0473
 TU0473                          SUPERSEDED SURVEY CONTROL
 TU0473
 TU0473.No superseded survey control is available for this station.
 TU0473
 TU0473_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ256566(NAD 83)
 TU0473_MARKER: DB = BENCH MARK DISK
 TU0473_SETTING: 80 = SET IN A BOULDER
 TU0473_SP_SET: BOULDER
 TU0473_STAMPING: G 12 1969
 TU0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0473+STABILITY: SURFACE MOTION
 TU0473
 TU0473  HISTORY     - Date     Condition        Report By
 TU0473  HISTORY     - 1969     MONUMENTED       CGS
 TU0473
 TU0473                          STATION DESCRIPTION
 TU0473
 TU0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0473'6.05 MI NE FROM HONOLULU.
 TU0473'4.0 MILES SOUTHEAST ALONG KING STREET AND WAIALAE AVENUE FROM THE POST
 TU0473'OFFICE AT HONOLULU, THENCE 2.0 MILES NORTHEAST ALONG PALOLO AVENUE,
 TU0473'THENCE 0.05 MILE NORTH ALONG PALOLO PLACE, IN THE TOP OF A 3- BY
 TU0473'6-FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND, ACROSS THE
 TU0473'PLACE FROM A HOUSE NO. 2538, 43.0 FEET EAST OF THE CENTER LINE OF THE
 TU0473'PLACE (SLOPE MEASUREMENT), 4.0 FEET NORTH OF THE NORTH CORNER OF A
 TU0473'GAGING STATION BUILDING, 38.7 FEET EAST OF THE CENTER OF A 7 INCH IRON
 TU0473'CAP OVER A MONUMENT, AND ABOUT 15 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0543 ***********************************************************************
 TU0543  DESIGNATION -  G 15
 TU0543  PID         -  TU0543
 TU0543  STATE/COUNTY-  HI/HONOLULU
 TU0543  USGS QUAD   -  HALEIWA (1983)
 TU0543
 TU0543                         *CURRENT SURVEY CONTROL
 TU0543  ___________________________________________________________________
 TU0543* NAD 83(1986)-  21 34 17.     (N)    158 08 35.     (W)     SCALED    
 TU0543* LOCAL TIDAL -         6.525  (meters)      21.41   (feet)  ADJ UNCH  
 TU0543  ___________________________________________________________________
 TU0543  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU0543
 TU0543  VERT ORDER  -  FIRST     CLASS II
 TU0543
 TU0543.The horizontal coordinates were scaled from a topographic map and have
 TU0543.an estimated accuracy of +/- 6 seconds.
 TU0543
 TU0543.The orthometric height was key entered from printed documents
 TU0543.and not key verified.
 TU0543
 TU0543.The geoid height was determined by GEOID03.
 TU0543
 TU0543;                    North         East    Units  Estimated Accuracy
 TU0543;SPC HI 3     -    44,820.      485,180.      MT  (+/- 180 meters Scaled)
 TU0543
 TU0543                          SUPERSEDED SURVEY CONTROL
 TU0543
 TU0543.No superseded survey control is available for this station.
 TU0543
 TU0543_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ887856(NAD 83)
 TU0543_MARKER: DB = BENCH MARK DISK
 TU0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0543_SP_SET: CULVERT
 TU0543_STAMPING: G 15 1969
 TU0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0543
 TU0543  HISTORY     - Date     Condition        Report By
 TU0543  HISTORY     - 1969     MONUMENTED       CGS
 TU0543
 TU0543                          STATION DESCRIPTION
 TU0543
 TU0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0543'1.95 MI W FROM WAIALUA.
 TU0543'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0543'THENCE 1.45 MILES NORTHWEST ALONG STATE HIGHWAY 99, IN THE TOP AND 1.3
 TU0543'FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 30-INCH
 TU0543'CULVERT, 15.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 1/2
 TU0543'FEET WEST OF TELEPHONE POLE 37, AND ABOUT 1/2 FOOT HIGHER THAN THE
 TU0543'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0382 ***********************************************************************
 TU0382  DESIGNATION -  G 16
 TU0382  PID         -  TU0382
 TU0382  STATE/COUNTY-  HI/HONOLULU
 TU0382  USGS QUAD   -  KANEOHE (1983)
 TU0382
 TU0382                         *CURRENT SURVEY CONTROL
 TU0382  ___________________________________________________________________
 TU0382* NAD 83(1986)-  21 29 15.     (N)    157 50 59.     (W)     SCALED    
 TU0382* LOCAL TIDAL -         1.734  (meters)       5.69   (feet)  ADJ UNCH  
 TU0382  ___________________________________________________________________
 TU0382  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0382
 TU0382  VERT ORDER  -  FIRST     CLASS II
 TU0382
 TU0382.The horizontal coordinates were scaled from a topographic map and have
 TU0382.an estimated accuracy of +/- 6 seconds.
 TU0382
 TU0382.The orthometric height was key entered from printed documents
 TU0382.and not key verified.
 TU0382
 TU0382.The geoid height was determined by GEOID03.
 TU0382
 TU0382;                    North         East    Units  Estimated Accuracy
 TU0382;SPC HI 3     -    35,530.      515,570.      MT  (+/- 180 meters Scaled)
 TU0382
 TU0382                          SUPERSEDED SURVEY CONTROL
 TU0382
 TU0382.No superseded survey control is available for this station.
 TU0382
 TU0382_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ191765(NAD 83)
 TU0382_MARKER: DB = BENCH MARK DISK
 TU0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0382_SP_SET: CULVERT
 TU0382_STAMPING: G 16 1969
 TU0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0382
 TU0382  HISTORY     - Date     Condition        Report By
 TU0382  HISTORY     - 1969     MONUMENTED       CGS
 TU0382
 TU0382                          STATION DESCRIPTION
 TU0382
 TU0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0382'7.2 MI NW FROM KANEOHE.
 TU0382'7.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0382'KANEOHE, IN THE TOP AND 0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 TU0382'NORTHEAST CONCRETE HEAD WALL OF A 10-FOOT CULVERT, 15.8 FEET NORTHEAST
 TU0382'OF THE CENTER LINE OF THE HIGHWAY, 28 1/2 FEET NORTHWEST OF POWER POLE
 TU0382'77, 104 FEET SOUTHEAST OF POWER POLE 78, AND ABOUT 1/2 FOOT HIGHER
 TU0382'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0048 ***********************************************************************
 TU0048  DESIGNATION -  G 20
 TU0048  PID         -  TU0048
 TU0048  STATE/COUNTY-  HI/HAWAII
 TU0048  USGS QUAD   -  HILO (1995)
 TU0048
 TU0048                         *CURRENT SURVEY CONTROL
 TU0048  ___________________________________________________________________
 TU0048* NAD 83(1986)-  19 37 35.     (N)    155 02 22.     (W)     SCALED    
 TU0048* LOCAL TIDAL -        90.675  (meters)     297.49   (feet)  ADJ UNCH  
 TU0048  ___________________________________________________________________
 TU0048  GEOID HEIGHT-          17.79  (meters)                     GEOID03
 TU0048
 TU0048  VERT ORDER  -  FIRST     CLASS I
 TU0048
 TU0048.The horizontal coordinates were scaled from a topographic map and have
 TU0048.an estimated accuracy of +/- 6 seconds.
 TU0048
 TU0048.The orthometric height was key entered from printed documents
 TU0048.and not key verified.
 TU0048
 TU0048.The geoid height was determined by GEOID03.
 TU0048
 TU0048;                    North         East    Units  Estimated Accuracy
 TU0048;SPC HI 1     -    87,850.      548,310.      MT  (+/- 180 meters Scaled)
 TU0048
 TU0048                          SUPERSEDED SURVEY CONTROL
 TU0048
 TU0048.No superseded survey control is available for this station.
 TU0048
 TU0048_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB861714(NAD 83)
 TU0048_MARKER: DB = BENCH MARK DISK
 TU0048_SETTING: 66 = SET IN ROCK OUTCROP
 TU0048_SP_SET: LAVA OUTCROP
 TU0048_STAMPING: G 20 1975
 TU0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0048+STABILITY: POSITION/ELEVATION WELL
 TU0048
 TU0048  HISTORY     - Date     Condition        Report By
 TU0048  HISTORY     - 1975     MONUMENTED       NGS
 TU0048
 TU0048                          STATION DESCRIPTION
 TU0048
 TU0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0048'0.45 MI N FROM KEAAU.
 TU0048'0.45 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE IN KEAAU, AT
 TU0048'THE JUNCTION AND CROSSOVER BETWEEN MAIN STREET AND STATE HIGHWAY 11,
 TU0048'IN TOP OF A LARGE LAVA OUTCROP, 78.0 FEET WEST OF THE CENTERLINE OF
 TU0048'MAIN STREET, 54.0 FEET EAST OF THE CENTERLINE OF THE NORTHWEST BOUND
 TU0048'LANE OF ST. HWY 11, 32.0 FEET SOUTH OF THE CENTERLINE OF THE
 TU0048'CROSSOVER, 23.8 FEET NORTHEAST OF A POWER POLE WITH STREET LIGHT, NO.
 TU0048'1, AND 2 1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0852 ***********************************************************************
 TU0852  DESIGNATION -  G 22
 TU0852  PID         -  TU0852
 TU0852  STATE/COUNTY-  HI/MAUI
 TU0852  USGS QUAD   -  WAILUKU (1997)
 TU0852
 TU0852                         *CURRENT SURVEY CONTROL
 TU0852  ___________________________________________________________________
 TU0852* NAD 83(1986)-  20 53 18.     (N)    156 29 55.     (W)     SCALED    
 TU0852* LOCAL TIDAL -        71.473  (meters)     234.49   (feet)  ADJUSTED  
 TU0852  ___________________________________________________________________
 TU0852  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU0852
 TU0852  VERT ORDER  -  FIRST     CLASS I
 TU0852
 TU0852.The horizontal coordinates were scaled from a topographic map and have
 TU0852.an estimated accuracy of +/- 6 seconds.
 TU0852
 TU0852.The orthometric height was determined by differential leveling
 TU0852.and adjusted by the National Geodetic Survey in December 2003..
 TU0852
 TU0852.The geoid height was determined by GEOID03.
 TU0852
 TU0852;                    North         East    Units  Estimated Accuracy
 TU0852;SPC HI 2     -    61,450.      517,490.      MT  (+/- 180 meters Scaled)
 TU0852
 TU0852                          SUPERSEDED SURVEY CONTROL
 TU0852
 TU0852.No superseded survey control is available for this station.
 TU0852
 TU0852_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ602118(NAD 83)
 TU0852_MARKER: DV = VERTICAL CONTROL DISK
 TU0852_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0852_SP_SET: BRIDGE ABUTMENT
 TU0852_STAMPING: G 22 1979
 TU0852_MARK LOGO: NGS   
 TU0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0852
 TU0852  HISTORY     - Date     Condition        Report By
 TU0852  HISTORY     - 1979     MONUMENTED       NGS
 TU0852
 TU0852                          STATION DESCRIPTION
 TU0852
 TU0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0852'IN WAILUKU, AT THE JUNCTION OF KINIPOPO ROAD AND STATE HIGHWAY 32, SET
 TU0852'IN THE TOP OF AND 1 FOOT EAST OF THE WEST END OF THE SOUTH BRIDGE
 TU0852'ABUTMENT, 54 FEET EAST OF THE CENTER OF KINIPOPO STREET, AND 20 FEET
 TU0852'SOUTH OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0890 ***********************************************************************
 TU0890  DESIGNATION -  G 23
 TU0890  PID         -  TU0890
 TU0890  STATE/COUNTY-  HI/MAUI
 TU0890  USGS QUAD   -  MAKENA (1995)
 TU0890
 TU0890                         *CURRENT SURVEY CONTROL
 TU0890  ___________________________________________________________________
 TU0890* NAD 83(1986)-  20 39 06.     (N)    156 24 24.     (W)     SCALED    
 TU0890* LOCAL TIDAL -       437.808  (meters)    1436.38   (feet)  ADJUSTED  
 TU0890  ___________________________________________________________________
 TU0890  GEOID HEIGHT-          16.84  (meters)                     GEOID03
 TU0890
 TU0890  VERT ORDER  -  FIRST     CLASS I
 TU0890
 TU0890.The horizontal coordinates were scaled from a topographic map and have
 TU0890.an estimated accuracy of +/- 6 seconds.
 TU0890
 TU0890.The orthometric height was determined by differential leveling
 TU0890.and adjusted by the National Geodetic Survey in December 2003..
 TU0890
 TU0890.The geoid height was determined by GEOID03.
 TU0890
 TU0890;                    North         East    Units  Estimated Accuracy
 TU0890;SPC HI 2     -    35,260.      527,090.      MT  (+/- 180 meters Scaled)
 TU0890
 TU0890                          SUPERSEDED SURVEY CONTROL
 TU0890
 TU0890.No superseded survey control is available for this station.
 TU0890
 TU0890_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH702857(NAD 83)
 TU0890_MARKER: DV = VERTICAL CONTROL DISK
 TU0890_SETTING: 66 = SET IN ROCK OUTCROP
 TU0890_SP_SET: SET IN ROCK OUTCROP
 TU0890_STAMPING: G 23 1979
 TU0890_MARK LOGO: NGS   
 TU0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0890+STABILITY: POSITION/ELEVATION WELL
 TU0890
 TU0890  HISTORY     - Date     Condition        Report By
 TU0890  HISTORY     - 1979     MONUMENTED       NGS
 TU0890
 TU0890                          STATION DESCRIPTION
 TU0890
 TU0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0890'4.6 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0890'IN MAKENA, SET IN TOP OF A LAVE FLOW OUTCROP, 13 FEET EAST OF THE
 TU0890'CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0920 ***********************************************************************
 TU0920  DESIGNATION -  G 24
 TU0920  PID         -  TU0920
 TU0920  STATE/COUNTY-  HI/MAUI
 TU0920  USGS QUAD   -  PAIA (1997)
 TU0920
 TU0920                         *CURRENT SURVEY CONTROL
 TU0920  ___________________________________________________________________
 TU0920* NAD 83(1986)-  20 52 56.     (N)    156 24 57.     (W)     SCALED    
 TU0920* LOCAL TIDAL -        33.130  (meters)     108.69   (feet)  ADJUSTED  
 TU0920  ___________________________________________________________________
 TU0920  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU0920
 TU0920  VERT ORDER  -  FIRST     CLASS I
 TU0920
 TU0920.The horizontal coordinates were scaled from a topographic map and have
 TU0920.an estimated accuracy of +/- 6 seconds.
 TU0920
 TU0920.The orthometric height was determined by differential leveling
 TU0920.and adjusted by the National Geodetic Survey in December 2003..
 TU0920
 TU0920.The geoid height was determined by GEOID03.
 TU0920
 TU0920;                    North         East    Units  Estimated Accuracy
 TU0920;SPC HI 2     -    60,790.      526,100.      MT  (+/- 180 meters Scaled)
 TU0920
 TU0920                          SUPERSEDED SURVEY CONTROL
 TU0920
 TU0920.No superseded survey control is available for this station.
 TU0920
 TU0920_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ688112(NAD 83)
 TU0920_MARKER: DV = VERTICAL CONTROL DISK
 TU0920_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TU0920_SP_SET: CULVERT HEADWALL ON LAVA FLOW
 TU0920_STAMPING: G 24 1979
 TU0920_MARK LOGO: NGS   
 TU0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0920+STABILITY: SURFACE MOTION
 TU0920
 TU0920  HISTORY     - Date     Condition        Report By
 TU0920  HISTORY     - 1979     MONUMENTED       NGS
 TU0920
 TU0920                          STATION DESCRIPTION
 TU0920
 TU0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0920'5.7 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE JUNCTION OF STATE
 TU0920'HIGHWAY 400 IN PUKALANI, SET IN TOP AND 1 FOOT SOUTH OF THE NORTH END
 TU0920'OF THE WEST HEADWALL OF A CULVERT, 100 FEET SOUTH OF THE CENTER OF A
 TU0920'CROSSROAD, 49 FEET SOUTH OF UTILITY POLE NUMBER 14, AND 39 FEET WEST
 TU0920'OF THE CENTER OF THE HIGHWAY.  NOTE=MARK IS ALSO 0.7 MILE SOUTH OF THE
 TU0920'JUNCTION OF STATE HIGHWAY 36 AND 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0662 ***********************************************************************
 TU0662  DESIGNATION -  G 245
 TU0662  PID         -  TU0662
 TU0662  STATE/COUNTY-  HI/HONOLULU
 TU0662  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0662
 TU0662                         *CURRENT SURVEY CONTROL
 TU0662  ___________________________________________________________________
 TU0662* NAD 83(1986)-  21 29 41.     (N)    158 03 01.     (W)     SCALED    
 TU0662* LOCAL TIDAL -       264.073  (meters)     866.38   (feet)  ADJ UNCH  
 TU0662  ___________________________________________________________________
 TU0662  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU0662
 TU0662  VERT ORDER  -  FIRST     CLASS II
 TU0662
 TU0662.The horizontal coordinates were scaled from a topographic map and have
 TU0662.an estimated accuracy of +/- 6 seconds.
 TU0662
 TU0662.The orthometric height was key entered from printed documents
 TU0662.and not key verified.
 TU0662
 TU0662.The geoid height was determined by GEOID03.
 TU0662
 TU0662;                    North         East    Units  Estimated Accuracy
 TU0662;SPC HI 3     -    36,320.      494,790.      MT  (+/- 180 meters Scaled)
 TU0662
 TU0662                          SUPERSEDED SURVEY CONTROL
 TU0662
 TU0662.No superseded survey control is available for this station.
 TU0662
 TU0662_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ983772(NAD 83)
 TU0662_MARKER: DB = BENCH MARK DISK
 TU0662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0662_SP_SET: SIDEWALK
 TU0662_STAMPING: G 245 1962
 TU0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0662
 TU0662  HISTORY     - Date     Condition        Report By
 TU0662  HISTORY     - 1962     MONUMENTED       CGS
 TU0662  HISTORY     - 1969     GOOD             NGS
 TU0662
 TU0662                          STATION DESCRIPTION
 TU0662
 TU0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0662'2.35 MI W FROM WAHIAWA.
 TU0662'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0662'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0662'SOUTH ALONG STATE HIGHWAY 80, THENCE 1.65 MILES WEST AND NORTHWEST
 TU0662'ALONG STATE HIGHWAY 99, IN THE CONCRETE SIDEWALK IN FRONT OF THE KEMOO
 TU0662'FARMS SNACK BAR, 24 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 TU0662'BOUND LANES OF THE HIGHWAY, 11 FEET WEST OF THE NORTHWEST CORNER OF
 TU0662'THE SNACK BAR, 5.3 FEET NORTHWEST OF FIRE HYDRANT NO. C 334, 2 1/2
 TU0662'FEET NORTHEAST OF A POWER POLE, 3.2 FEET EAST OF THE CURB OF THE
 TU0662'SIDEWALK, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0486 ***********************************************************************
 TU0486  DESIGNATION -  G 4
 TU0486  PID         -  TU0486
 TU0486  STATE/COUNTY-  HI/HONOLULU
 TU0486  USGS QUAD   -  KAHANA (1983)
 TU0486
 TU0486                         *CURRENT SURVEY CONTROL
 TU0486  ___________________________________________________________________
 TU0486* NAD 83(1986)-  21 34 00.     (N)    157 52 30.     (W)     SCALED    
 TU0486* LOCAL TIDAL -         3.457  (meters)      11.34   (feet)  ADJ UNCH  
 TU0486  ___________________________________________________________________
 TU0486  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU0486
 TU0486  VERT ORDER  -  FIRST     CLASS II
 TU0486
 TU0486.The horizontal coordinates were scaled from a topographic map and have
 TU0486.an estimated accuracy of +/- 6 seconds.
 TU0486
 TU0486.The orthometric height was key entered from printed documents
 TU0486.and not key verified.
 TU0486
 TU0486.The geoid height was determined by GEOID03.
 TU0486
 TU0486;                    North         East    Units  Estimated Accuracy
 TU0486;SPC HI 3     -    44,290.      512,950.      MT  (+/- 180 meters Scaled)
 TU0486
 TU0486                          SUPERSEDED SURVEY CONTROL
 TU0486
 TU0486.No superseded survey control is available for this station.
 TU0486
 TU0486_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ164852(NAD 83)
 TU0486_MARKER: DJ = TIDAL STATION DISK
 TU0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0486_STAMPING: G 4 1927
 TU0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0486+STABILITY: SURFACE MOTION
 TU0486
 TU0486  HISTORY     - Date     Condition        Report By
 TU0486  HISTORY     - 1927     MONUMENTED       CGS
 TU0486  HISTORY     - 1969     GOOD             NGS
 TU0486
 TU0486                          STATION DESCRIPTION
 TU0486
 TU0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0486'2.65 MI NW FROM KAAAWA.
 TU0486'2.65 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0486'KAAAWA, IN THE NORTHWEST CORNER OF A YARD FOR HOUSE NO. 53-039
 TU0486'KAMEHAMEHA HIGHWAY RESIDENCE OF MR. HOLLINGER, 21.6 FEET EAST OF THE
 TU0486'CENTER LINE OF THE HIGHWAY, 55.8 FEET NORTH OF THE CENTER LINE OF A
 TU0486'DRIVEWAY TO THE HOUSE, 7.0 FEET NORTHEAST OF TELEPHONE POLE 255T, 10.1
 TU0486'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CAR PORT, AND SET IN THE
 TU0486'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0389 ***********************************************************************
 TU0389  DESIGNATION -  G 5
 TU0389  PID         -  TU0389
 TU0389  STATE/COUNTY-  HI/HONOLULU
 TU0389  USGS QUAD   -  HONOLULU (1983)
 TU0389
 TU0389                         *CURRENT SURVEY CONTROL
 TU0389  ___________________________________________________________________
 TU0389* NAD 83(1986)-  21 19 33.     (N)    157 50 03.     (W)     SCALED    
 TU0389* LOCAL TIDAL -       121.572  (meters)     398.86   (feet)  ADJ UNCH  
 TU0389  ___________________________________________________________________
 TU0389  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU0389
 TU0389  VERT ORDER  -  FIRST     CLASS II
 TU0389
 TU0389.The horizontal coordinates were scaled from a topographic map and have
 TU0389.an estimated accuracy of +/- 6 seconds.
 TU0389
 TU0389.The orthometric height was key entered from printed documents
 TU0389.and not key verified.
 TU0389
 TU0389.The geoid height was determined by GEOID03.
 TU0389
 TU0389;                    North         East    Units  Estimated Accuracy
 TU0389;SPC HI 3     -    17,630.      517,200.      MT  (+/- 180 meters Scaled)
 TU0389
 TU0389                          SUPERSEDED SURVEY CONTROL
 TU0389
 TU0389.No superseded survey control is available for this station.
 TU0389
 TU0389_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ209586(NAD 83)
 TU0389_MARKER: DB = BENCH MARK DISK
 TU0389_SETTING: 80 = SET IN A BOULDER
 TU0389_SP_SET: BOULDER
 TU0389_STAMPING: G 5 1928
 TU0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0389+STABILITY: SURFACE MOTION
 TU0389
 TU0389  HISTORY     - Date     Condition        Report By
 TU0389  HISTORY     - 1928     MONUMENTED       CGS
 TU0389  HISTORY     - 1969     GOOD             NGS
 TU0389  HISTORY     - 19990523 MARK NOT FOUND   USPSQD
 TU0389
 TU0389                          STATION DESCRIPTION
 TU0389
 TU0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0389'IN HONOLULU.
 TU0389'AT HONOLULU, 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 61 FROM THE
 TU0389'INTERSECTION OF SOUTH BERETANIA STREET, THENCE 0.2 MILE NORTHEAST
 TU0389'ALONG PACIFIC HEIGHTS ROAD, THENCE 1.15 MILES NORTHEAST ALONG BOOTH
 TU0389'ROAD, IN THE NORTHWEST CORNER OF THE YARD AT 2801 BOOTH ROAD, IN THE
 TU0389'TOP OF A LAVA BOULDER ABOUT FLUSH WITH THE GROUND, 34 FEET SOUTHEAST
 TU0389'OF THE CENTER LINE OF THE ROAD, 44.7 FEET NORTH OF THE NORTHWEST
 TU0389'CORNER OF THE HOUSE, 27 FEET EAST OF A COCONUT TREE WHICH IS ALONG THE
 TU0389'NORTHEAST SIDE OF A DRIVEWAY, 16 FEET NORTHEAST OF THE NORTHEAST SIDE
 TU0389'OF A LARGE MANGO TREE, 1.1 FEET NORTHWEST OF A BRICK WALL OF A FLOWER
 TU0389'BED, THE ROCK IS PAINTED YELLOW.
 TU0389
 TU0389                          STATION RECOVERY (1999)
 TU0389
 TU0389'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1067 ***********************************************************************
 TU1067  DESIGNATION -  G P WILCOX FLAGPOLE
 TU1067  PID         -  TU1067
 TU1067  STATE/COUNTY-  HI/HONOLULU
 TU1067  USGS QUAD   -  MOKAPU (1983)
 TU1067
 TU1067                         *CURRENT SURVEY CONTROL
 TU1067  ___________________________________________________________________
 TU1067* NAD 83(1993)-  21 24 45.61791(N)    157 44 38.28112(W)     ADJUSTED  
 TU1067* LOCAL TIDAL -                                                        
 TU1067  ___________________________________________________________________
 TU1067  EPOCH DATE  -        1993.62
 TU1067  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 TU1067  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1067
 TU1067  HORZ ORDER  -  THIRD
 TU1067
 TU1067.The horizontal coordinates were established by classical geodetic methods
 TU1067.and adjusted by the National Geodetic Survey in December 1998..
 TU1067.The horizontal coordinates are valid at the epoch date displayed above.
 TU1067.The epoch date for horizontal control is a decimal equivalence
 TU1067.of Year/Month/Day.
 TU1067
 TU1067
 TU1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1067
 TU1067.The geoid height was determined by GEOID03.
 TU1067
 TU1067;                    North         East     Units Scale Factor Converg.
 TU1067;SPC HI 3     -    27,259.252   526,545.800   MT  0.99999870   +0 05 36.5
 TU1067;UTM  04      - 2,368,341.259   630,183.549   MT  0.99980942   +0 27 31.0
 TU1067
 TU1067                          SUPERSEDED SURVEY CONTROL
 TU1067
 TU1067  NAD 83(1986)-  21 24 45.56806(N)    157 44 38.28866(W) AD(       ) 4
 TU1067  OLD HI      -  21 24 56.98100(N)    157 44 48.17300(W) AD(       ) 3
 TU1067
 TU1067.Superseded values are not recommended for survey control.
 TU1067.NGS no longer adjusts projects to the OLD HI datum.
 TU1067.See file dsdata.txt to determine how the superseded data were derived.
 TU1067
 TU1067_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3018468341(NAD 83)
 TU1067
 TU1067  HISTORY     - Date     Condition        Report By
 TU1067  HISTORY     - 1926     MONUMENTED       CGS
 TU1067  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1067
 TU1067                          STATION DESCRIPTION
 TU1067
 TU1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1067'ON SOUTHEAST COAST OF OAHU, ON SHORE OF KAILUA BAY, 1,340 METERS
 TU1067'SOUTH FROM KAPOHO POINT, AND 80 YARDS FROM THE BEACH.  IT IS AT THE
 TU1067'SOUTH END OF EXTENSIVE IRONWOOD GROVE, AND IS IN THE YARD OF
 TU1067'G. P. WILCOX.  STATION IS WHITE FLAGPOLE (HINGED TYPE) SET IN
 TU1067'CONCRETE FOUNDATION.
 TU1067
 TU1067                          STATION RECOVERY (1965)
 TU1067
 TU1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1067'STATION IS GONE.  THERE ARE NOW SEVERAL HOUSES IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1178 ***********************************************************************
 TU1178  DESIGNATION -  GABLE
 TU1178  PID         -  TU1178
 TU1178  STATE/COUNTY-  HI/HONOLULU
 TU1178  USGS QUAD   -  KOKO HEAD (1983)
 TU1178
 TU1178                         *CURRENT SURVEY CONTROL
 TU1178  ___________________________________________________________________
 TU1178* NAD 83(1993)-  21 17 08.65856(N)    157 45 53.19005(W)     ADJUSTED  
 TU1178* LOCAL TIDAL -                                                        
 TU1178  ___________________________________________________________________
 TU1178  EPOCH DATE  -        1993.62
 TU1178  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 TU1178  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1178
 TU1178  HORZ ORDER  -  THIRD
 TU1178
 TU1178.The horizontal coordinates were established by classical geodetic methods
 TU1178.and adjusted by the National Geodetic Survey in December 1998..
 TU1178.The horizontal coordinates are valid at the epoch date displayed above.
 TU1178.The epoch date for horizontal control is a decimal equivalence
 TU1178.of Year/Month/Day.
 TU1178
 TU1178
 TU1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1178
 TU1178.The geoid height was determined by GEOID03.
 TU1178
 TU1178;                    North         East     Units Scale Factor Converg.
 TU1178;SPC HI 3     -    13,201.687   524,409.395   MT  0.99999736   +0 05 07.4
 TU1178;UTM  04      - 2,354,273.101   628,136.915   MT  0.99980289   +0 26 54.5
 TU1178
 TU1178                          SUPERSEDED SURVEY CONTROL
 TU1178
 TU1178  NAD 83(1986)-  21 17 08.60809(N)    157 45 53.19888(W) AD(       ) 4
 TU1178  OLD HI      -  21 17 19.99300(N)    157 46 03.09800(W) AD(       ) 3
 TU1178
 TU1178.Superseded values are not recommended for survey control.
 TU1178.NGS no longer adjusts projects to the OLD HI datum.
 TU1178.See file dsdata.txt to determine how the superseded data were derived.
 TU1178
 TU1178_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2813754273(NAD 83)
 TU1178
 TU1178  HISTORY     - Date     Condition        Report By
 TU1178  HISTORY     - 1925     MONUMENTED       CGS
 TU1178  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1178  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1178
 TU1178                          STATION DESCRIPTION
 TU1178
 TU1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1178'IN SOUTHEASTERN OAHU, ON SLOPE HIGH UP ABOVE THE WAILUPE NAVAL
 TU1178'RADIO STATION, THE WEST GABLE OF THE LARGE, MOST WESTERLY
 TU1178'BUILDING OF THE HONOLULU CANNING CO.
 TU1178
 TU1178                          STATION RECOVERY (1931)
 TU1178
 TU1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1178'TWO SMALL BUILDINGS ARE LEFT STANDING IN THIS VICINITY, BUT THE
 TU1178'ONE UPON WHICH THIS STATION WAS LOCATED HAS BEEN TORN DOWN.
 TU1178
 TU1178                          STATION RECOVERY (1964)
 TU1178
 TU1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1178'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2137 ***********************************************************************
 TU2137  DESIGNATION -  GABLE
 TU2137  PID         -  TU2137
 TU2137  STATE/COUNTY-  HI/HAWAII
 TU2137  USGS QUAD   -  PAPAIKOU (1994)
 TU2137
 TU2137                         *CURRENT SURVEY CONTROL
 TU2137  ___________________________________________________________________
 TU2137* NAD 83(1993)-  19 49 34.32930(N)    155 05 18.37828(W)     ADJUSTED  
 TU2137* LOCAL TIDAL -                                                        
 TU2137  ___________________________________________________________________
 TU2137  EPOCH DATE  -        1993.62
 TU2137  LAPLACE CORR-         -19.46  (seconds)                    DEFLEC99
 TU2137  GEOID HEIGHT-          17.61  (meters)                     GEOID03
 TU2137
 TU2137  HORZ ORDER  -  THIRD
 TU2137
 TU2137.The horizontal coordinates were established by classical geodetic methods
 TU2137.and adjusted by the National Geodetic Survey in December 1998..
 TU2137.The horizontal coordinates are valid at the epoch date displayed above.
 TU2137.The epoch date for horizontal control is a decimal equivalence
 TU2137.of Year/Month/Day.
 TU2137
 TU2137
 TU2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2137
 TU2137.The geoid height was determined by GEOID03.
 TU2137
 TU2137;                    North         East     Units Scale Factor Converg.
 TU2137;SPC HI 1     -   109,955.573   543,114.642   MT  0.99998963   +0 08 22.5
 TU2137;UTM  05      - 2,193,601.591   281,262.114   MT  1.00019142   -0 42 31.0
 TU2137
 TU2137                          SUPERSEDED SURVEY CONTROL
 TU2137
 TU2137  NAD 83(1986)-  19 49 34.29919(N)    155 05 18.39071(W) AD(       ) 4
 TU2137  OLD HI      -  19 49 45.25700(N)    155 05 28.35300(W) AD(       ) 3
 TU2137
 TU2137.Superseded values are not recommended for survey control.
 TU2137.NGS no longer adjusts projects to the OLD HI datum.
 TU2137.See file dsdata.txt to determine how the superseded data were derived.
 TU2137
 TU2137_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8126293602(NAD 83)
 TU2137
 TU2137  HISTORY     - Date     Condition        Report By
 TU2137  HISTORY     - 1912     MONUMENTED       CGS
 TU2137  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2137
 TU2137                          STATION DESCRIPTION
 TU2137
 TU2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2137'ON EAST COAST OF HAWAII, STANDING ISOLATED IN A CANE FIELD ABOUT
 TU2137'200 METERS FROM THE CLIFFS, ON NORTH SIDE OF DEEP GULCH, AND MIDWAY
 TU2137'BETWEEN ONOMEA ARCH AND PEPEEKEO IS A SMALL, NEW, WHITE COTTAGE,
 TU2137'GREEN TRIMMINGS.  IT FACES THE SEA, HAS A GALVANIZED IRON ROOF
 TU2137'WHICH EXTENDS OUT OVER THE PORCH AND HAS A BREAK IN IT.  STATION
 TU2137'IS THE SOUTH END OF THE GABLE ROOF OF THIS COTTAGE.  A SMALL
 TU2137'UNPAINTED HOUSE STANDS SEVERAL HUNDRED FEET NORTH OF THE
 TU2137'STATION.  THE HOUSE WITH STATION MAY BE RECOGNIZED FROM
 TU2137'SEAWARD BY THE CONSPICUOUS WHITE SLATS NAILED HORIZONTALLY ON THE
 TU2137'POSTS WHICH SUPPORT THE HOUSE SOME DISTANCE ABOVE THE
 TU2137'GROUND.  STEPS ARE AT THE NORTH END OF THE HOUSE.
 TU2137
 TU2137                          STATION RECOVERY (1966)
 TU2137
 TU2137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2137'STATION IS GONE.  NO LONGER A HOUSE IN THE CANE FIELDS IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3238 ***********************************************************************
 TU3238  DESIGNATION -  GALE
 TU3238  PID         -  TU3238
 TU3238  STATE/COUNTY-  HI/MAUI
 TU3238  USGS QUAD   -  
 TU3238
 TU3238                         *CURRENT SURVEY CONTROL
 TU3238  ___________________________________________________________________
 TU3238* NAD 83(1993)-  20 52 04.80507(N)    156 59 29.80898(W)     ADJUSTED  
 TU3238* LOCAL TIDAL -       527.4    (meters)    1730.     (feet)  VERT ANG  
 TU3238  ___________________________________________________________________
 TU3238  EPOCH DATE  -        1993.62
 TU3238  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 TU3238  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU3238
 TU3238  HORZ ORDER  -  SECOND
 TU3238
 TU3238.The horizontal coordinates were established by classical geodetic methods
 TU3238.and adjusted by the National Geodetic Survey in December 1998..
 TU3238.The horizontal coordinates are valid at the epoch date displayed above.
 TU3238.The epoch date for horizontal control is a decimal equivalence
 TU3238.of Year/Month/Day.
 TU3238
 TU3238.The orthometric height was determined by vertical angle observations.
 TU3238
 TU3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3238
 TU3238.The geoid height was determined by GEOID03.
 TU3238
 TU3238;                    North         East     Units Scale Factor Converg.
 TU3238;SPC HI 2     -    59,226.293   466,186.514   MT  0.99998079   -0 06 56.7
 TU3238;UTM  04      - 2,308,843.962   708,944.323   MT  1.00013955   +0 42 56.4
 TU3238
 TU3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3238!SPC HI 2     -   0.99991461  x   0.99998079  =   0.99989540
 TU3238!UTM  04      -   0.99991461  x   1.00013955  =   1.00005415
 TU3238
 TU3238|---------------------------------------------------------------------|
 TU3238| PID    Reference Object                     Distance      Geod. Az  |
 TU3238|                                                           dddmmss.s |
 TU3238| CN5135 GALE RM 1                             6.545 METERS 01605     |
 TU3238| CN5137 GALE RM 3                             9.737 METERS 09051     |
 TU3238| CN5136 GALE RM 2                             6.860 METERS 11507     |
 TU3238| TU3227 KAHOLO RESET                        APPROX.12.6 KM 1734934.8 |
 TU3238| TU3231 KAUMALAPAU SOUTH WIRELESS POLE      APPROX. 9.1 KM 1775305.4 |
 TU3238| TU3232 KAUMALAPAU NORTH WIRELESS POLE      APPROX. 9.0 KM 1775805.4 |
 TU3238| TU3234 KAUMALAPAU STANDARD OIL N TK        APPROX. 8.9 KM 1791410.5 |
 TU3238| TU3237 KAUMALAPAU WHITE LIGHT              APPROX. 9.4 KM 1795740.8 |
 TU3238| TU3241 KAUMALAPAU RED LIGHT                APPROX. 9.1 KM 1802512.7 |
 TU3238| CN5138 GALE RM 4                             8.825 METERS 33858     |
 TU3238|---------------------------------------------------------------------|
 TU3238
 TU3238                          SUPERSEDED SURVEY CONTROL
 TU3238
 TU3238  NAD 83(1986)-  20 52 04.76249(N)    156 59 29.76946(W) AD(       ) 2
 TU3238  OLD HI      -  20 52 16.18000(N)    156 59 39.83700(W) AD(       ) 2
 TU3238
 TU3238.Superseded values are not recommended for survey control.
 TU3238.NGS no longer adjusts projects to the OLD HI datum.
 TU3238.See file dsdata.txt to determine how the superseded data were derived.
 TU3238
 TU3238_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0894408844(NAD 83)
 TU3238_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3238_SETTING: 80 = SET IN A BOULDER
 TU3238_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3238
 TU3238  HISTORY     - Date     Condition        Report By
 TU3238  HISTORY     - 1927     MONUMENTED       CGS
 TU3238  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3238  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3238
 TU3238                          STATION DESCRIPTION
 TU3238
 TU3238'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3238'ABOUT 6 FEET BACK FROM EDGE OF RED EARTH BLUFF WHICH OVERLOOKS
 TU3238'THE WESTERN SHORE OF LANAI.  STATION REACHED BY TURNING SOUTH
 TU3238'FROM THE GOVERNMENT ROAD AT A POINT EAST OF THE HILL CALLED
 TU3238'KANEPUU, ALONG A FENCE LINE NEAR A PINEAPPLE FIELD TO THE
 TU3238'STRETCH OF ERODED GROUND, AND CONTINUING WEST TO EDGE OF
 TU3238'BLUFF.  MARKED ACCORDING TO NOTE 4, STANDARD DISK IN BOWLDER
 TU3238'WHICH PROJECTS SEVERAL INCHES ABOVE THE GROUND.  TWO REFERENCE
 TU3238'MARKS, NOTE 12C, STANDARD REFERENCE DISKS IN BOWLDERS, WERE
 TU3238'SET AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU3238'STATION--NO. 1, 6.545 METERS (21.47 FEET), 196 DEG 04 MIN.  NO.
 TU3238'2, 6.860 METERS (22.51 FEET) 295 DEG 06 MIN.
 TU3238
 TU3238                          STATION RECOVERY (1931)
 TU3238
 TU3238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3238'DESCRIPTION SHOULD BE REWRITTEN AS FOLLOWS--
 TU3238'
 TU3238'STATION IS ON THE NW PART OF LANAI ISLAND, ABOUT 1/4 MI. W OF A
 TU3238'HILL CALLED KANEPUU, ABOUT 1 MI. W OF A ROAD, AND ABOUT 15 FT. BACK
 TU3238'FROM THE EDGE OF A PROMINENT, RED-EARTH BLUFF WHICH OVER LOOKS THE
 TU3238'W SHORE OF LANAI.
 TU3238'
 TU3238'STATION IS REACHED BY TURNING W FROM THE GOVERNMENT ROAD AT
 TU3238'KANEPUU HILL, GOING OVER THE TOP OF KANEPUU HILL AND THEN DOWN
 TU3238'ABOUT 1/4 MI. TO THE EDGE OF THE BLUFF.
 TU3238'
 TU3238'IT IS MARKED WITH A STANDARD STATION DISK SET IN A BOULDER
 TU3238'WHICH PROJECTS SEVERAL IN. ABOVE THE GROUND.  TWO REFERENCE MARKS
 TU3238'ARE STANDARD REFERENCE-MARK DISKS SET IN BOULDERS.
 TU3238
 TU3238                          STATION RECOVERY (1962)
 TU3238
 TU3238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3238'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TU3238'MARKS ONE AND TWO HAVE BEEN DESTROYED.  THEY WERE SET IN
 TU3238'SMALL, 12-INCH BOULDERS WHICH HAVE HAD THE EARTH ERODED FROM
 TU3238'AROUND THEM BY THE WIND, AND THEY WERE FOUND SETTING ON TOP
 TU3238'OF THE GROUND.  TWO NEW REFERENCE MARKS, NUMBER THREE AND FOUR,
 TU3238'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3238'
 TU3238'STATION IS LOCATED ABOUT 5-1/2 MILES AIRLINE NORTHWEST OF
 TU3238'LANAI CITY AND 1015 METERS WEST OF KANEPUU HILL, NEAR THE WEST
 TU3238'EDGE OF THE BARE, RED MESA THAT OVERLOOKS THE WEST COAST OF
 TU3238'THE ISLAND.
 TU3238'
 TU3238'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3238'ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO 0.15 MILE TO
 TU3238'CROSSROAD.  TURN RIGHT AND GO 0.5 MILE TO END OF PAVED
 TU3238'ROAD.  CONTINUE AHEAD, ON GRADED ROAD, FOR 0.8 MILE TO A
 TU3238'CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH PINEAPPLE
 TU3238'FIELDS FOR 0.1 MILES TO END OF FIELDS.  CONTINUE AHEAD ON DIRT
 TU3238'ROAD FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD
 TU3238'TREES FOR 0.75 MILE TO DIM LEFT FORK, JUST BEFORE PASSING
 TU3238'THROUGH A TREE ROW WHICH CROSSES MAIN ROAD.  TURN LEFT AND GO
 TU3238'0.1 MILE TO LARGE, CORRUGATED METAL RAIN-TRAP ON RIGHT.
 TU3238'CONTINUE AHEAD FOR 0.1 MILE TO DIM RIGHT FORK.  TAKE THE
 TU3238'RIGHT FORK AND FOLLOW ROAD WESTERLY ACROSS RED, ERODED AREA
 TU3238'FOR 1.0 MILE TO PROMINENT GRASSY HUMMOCK ON RIGHT OF ROAD.  GO
 TU3238'RIGHT, LEAVING ROAD AND GO WESTERLY 0.1 MILE TO EDGE OF MESA
 TU3238'AND STATION.
 TU3238'
 TU3238'STATION MARK IS A STANDARD DISK STAMPED GALE 1927, CEMENTED
 TU3238'IN A DRILL HOLE IN A 1-FOOT BOULDER THAT PROJECTS 3 INCHES
 TU3238'ABOVE GROUND.  IT IS 5.3 FEET SOUTHEAST OF A WHITE WITNESS POST
 TU3238'AND 18 FEET EAST OF EDGE OF MESA.
 TU3238'
 TU3238'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED GALE NO
 TU3238'3 1927 1962, BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT
 TU3238'IS SET IN CEMENT AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS ABOUT
 TU3238'1-1/2 FEET HIGHER THAN STATION MARK.
 TU3238'
 TU3238'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED GALE NO 4
 TU3238'1927 1962, BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT IS
 TU3238'SET IN CEMENT AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS ABOUT
 TU3238'1 FOOT LOWER THAN STATION MARK.
 TU3238'
 TU3238'STATION KANEPUU (HGS) 1879 1962 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1871 ***********************************************************************
 TU1871  DESIGNATION -  GAM
 TU1871  PID         -  TU1871
 TU1871  STATE/COUNTY-  HI/KAUAI
 TU1871  USGS QUAD   -  
 TU1871
 TU1871                         *CURRENT SURVEY CONTROL
 TU1871  ___________________________________________________________________
 TU1871* NAD 83(1993)-  21 59 12.76820(N)    160 05 26.83612(W)     ADJUSTED  
 TU1871* LOCAL TIDAL -        70.     (meters)     230.     (feet)  SCALED    
 TU1871  ___________________________________________________________________
 TU1871  EPOCH DATE  -        1993.62
 TU1871  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 TU1871  GEOID HEIGHT-          14.79  (meters)                     GEOID03
 TU1871
 TU1871  HORZ ORDER  -  THIRD
 TU1871
 TU1871.The horizontal coordinates were established by classical geodetic methods
 TU1871.and adjusted by the National Geodetic Survey in December 1998..
 TU1871.The horizontal coordinates are valid at the epoch date displayed above.
 TU1871.The epoch date for horizontal control is a decimal equivalence
 TU1871.of Year/Month/Day.
 TU1871
 TU1871.The orthometric height was scaled from a topographic map.
 TU1871
 TU1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1871
 TU1871.The geoid height was determined by GEOID03.
 TU1871
 TU1871;                    North         East     Units Scale Factor Converg.
 TU1871;SPC HI 5     -    35,458.513   507,836.136   MT  1.00000076   +0 01 42.3
 TU1871;UTM  04      - 2,431,776.111   387,392.678   MT  0.99975668   -0 24 30.3
 TU1871
 TU1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1871!SPC HI 5     -   0.99998667  x   1.00000076  =   0.99998743
 TU1871!UTM  04      -   0.99998667  x   0.99975668  =   0.99974336
 TU1871
 TU1871|---------------------------------------------------------------------|
 TU1871| PID    Reference Object                     Distance      Geod. Az  |
 TU1871|                                                           dddmmss.s |
 TU1871| CJ9455 GAM RM 1                              0.211 METERS 03042     |
 TU1871| TU1872 PIN                                 APPROX. 3.9 KM 2072353.3 |
 TU1871| TU1885 ROBINSONS YARD HIGHEST TREE         APPROX.17.6 KM 2302119.2 |
 TU1871| TU1883 SAND                                APPROX.11.1 KM 2330623.0 |
 TU1871| TU1873 BLACK                               APPROX. 2.4 KM 2615435.7 |
 TU1871| CJ9456 GAM RM 2                              0.246 METERS 30657     |
 TU1871| TU2064 LEHUA 1926                          APPROX. 3.6 KM 3474824.6 |
 TU1871| TU2063 HOUSE NORTH GABLE                   APPROX. 1.8 KM 3560248.8 |
 TU1871|---------------------------------------------------------------------|
 TU1871
 TU1871                          SUPERSEDED SURVEY CONTROL
 TU1871
 TU1871  NAD 83(1986)-  21 59 12.72215(N)    160 05 26.86136(W) AD(       ) 3
 TU1871  OLD HI      -  21 59 23.99800(N)    160 05 36.93300(W) AD(       ) 3
 TU1871
 TU1871.Superseded values are not recommended for survey control.
 TU1871.NGS no longer adjusts projects to the OLD HI datum.
 TU1871.See file dsdata.txt to determine how the superseded data were derived.
 TU1871
 TU1871_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK8739331776(NAD 83)
 TU1871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1871_SETTING: 66 = SET IN ROCK OUTCROP
 TU1871
 TU1871  HISTORY     - Date     Condition        Report By
 TU1871  HISTORY     - 1926     MONUMENTED       CGS
 TU1871
 TU1871                          STATION DESCRIPTION
 TU1871
 TU1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1871'ON THE NORTH END OF NIIHAU ISLAND, ON HIGHEST POINT OF THE LOW
 TU1871'ROUNDED HILL WHICH IS THE HIGHEST GROUND TO THE NORTH OF THE
 TU1871'LINE OF CLIFFS EXTENDING ACROSS THE ISLAND.  BEST REACHED BY
 TU1871'LANDING ON THE LEHUA SIDE OF THE ISLAND.  MARKED ACCORDING TO
 TU1871'NOTE 2.  REFERENCE MARKS, NOTE 12B, WERE SET AT THE FOLLOWING
 TU1871'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 6.923 METERS
 TU1871'(22.71 FEET), 210 DEG 42 MIN.  NO. 2, 8.060 METERS (26.44
 TU1871'FEET), 126 DEG 58 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1168 ***********************************************************************
 TU1168  DESIGNATION -  GAP 1952
 TU1168  PID         -  TU1168
 TU1168  STATE/COUNTY-  HI/HONOLULU
 TU1168  USGS QUAD   -  KOKO HEAD (1983)
 TU1168
 TU1168                         *CURRENT SURVEY CONTROL
 TU1168  ___________________________________________________________________
 TU1168* NAD 83(1993)-  21 20 30.84849(N)    157 45 06.20007(W)     ADJUSTED  
 TU1168* LOCAL TIDAL -       203.     (meters)     666.     (feet)  VERT ANG  
 TU1168  ___________________________________________________________________
 TU1168  EPOCH DATE  -        1993.62
 TU1168  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 TU1168  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU1168
 TU1168  HORZ ORDER  -  SECOND
 TU1168
 TU1168.The horizontal coordinates were established by classical geodetic methods
 TU1168.and adjusted by the National Geodetic Survey in December 1998..
 TU1168.The horizontal coordinates are valid at the epoch date displayed above.
 TU1168.The epoch date for horizontal control is a decimal equivalence
 TU1168.of Year/Month/Day.
 TU1168
 TU1168.The orthometric height was determined by vertical angle observations.
 TU1168.No vertical observational check was made to the station.
 TU1168
 TU1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1168
 TU1168.The geoid height was determined by GEOID03.
 TU1168
 TU1168;                    North         East     Units Scale Factor Converg.
 TU1168;SPC HI 3     -    19,422.270   525,754.098   MT  0.99999819   +0 05 25.3
 TU1168;UTM  04      - 2,360,500.890   629,441.871   MT  0.99980705   +0 27 15.7
 TU1168
 TU1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1168!SPC HI 3     -   0.99996558  x   0.99999819  =   0.99996377
 TU1168!UTM  04      -   0.99996558  x   0.99980705  =   0.99977264
 TU1168
 TU1168:                Primary Azimuth Mark                     Grid Az
 TU1168:SPC HI 3     -  WAIMANALO RIDGE                          054 53 52.9
 TU1168:UTM  04      -  WAIMANALO RIDGE                          054 32 02.5
 TU1168
 TU1168|---------------------------------------------------------------------|
 TU1168| PID    Reference Object                     Distance      Geod. Az  |
 TU1168|                                                           dddmmss.s |
 TU1168| TU1043 WAIMANALO RIDGE                     APPROX. 2.3 KM 0545918.2 |
 TU1168|---------------------------------------------------------------------|
 TU1168
 TU1168                          SUPERSEDED SURVEY CONTROL
 TU1168
 TU1168  NAD 83(1986)-  21 20 30.79820(N)    157 45 06.20823(W) AD(       ) 2
 TU1168  OLD HI      -  21 20 42.20664(N)    157 45 16.08446(W) AD(       ) 2
 TU1168
 TU1168.Superseded values are not recommended for survey control.
 TU1168.NGS no longer adjusts projects to the OLD HI datum.
 TU1168.See file dsdata.txt to determine how the superseded data were derived.
 TU1168
 TU1168_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2944260501(NAD 83)
 TU1168
 TU1168  HISTORY     - Date     Condition        Report By
 TU1168  HISTORY     - 1952     MONUMENTED       CGS
 TU1168  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1168  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1168
 TU1168                          STATION DESCRIPTION
 TU1168
 TU1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1168'A TYPE C SIGNAL BUILT BY THE HAWAII TERRITORIAL SURVEY ABOUT 1929
 TU1168'WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1168'
 TU1168'STATION IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF THE POST
 TU1168'OFFICE IN WAIMANALO AND 1-1/4 MILES SOUTH OF OLOMANA PEAK, ON A
 TU1168'KNOLL ALONG ANIANI NUI RIDGE, WHICH RUNS NORTH-SOUTH BETWEEN
 TU1168'OLOMANA PEAK AND THE KOOLAU RANGE.  IT IS AT ABOUT 650 FEET
 TU1168'ELEVATION AND 0.3 MILE SOUTH OF THE SADDLE WHERE AN OLD TRACK
 TU1168'ROAD CROSSES OVER THE RIDGE.
 TU1168'
 TU1168'TO REACH STATION FROM THE POST OFFICE IN WAIMANALO, GO NORTHWEST ON
 TU1168'STATE HIGHWAY 72 FOR 2.3 MILES.  TURN LEFT ON KUMUHAU ST. AND GO 1.0
 TU1168'MILE TO END OF PAVED ROAD AT CROSSROAD.  TURN RIGHT, CROSSING A
 TU1168'NARROW BRIDGE, AND GO WEST ON DIRT ROAD FOR 0.15 MILE TO A VERY
 TU1168'DIM RIGHT FORK, JUST AFTER PASSING A SIDE ROAD LEFT.  TAKE THIS
 TU1168'DIM RIGHT FORK AND FOLLOW OLD ROAD FOR 0.15 MILE TO A POLE GATE.
 TU1168'PASS THROUGH GATE AND CONTINUE UP GRADE FOR 0.8 MILE TO LOCKED
 TU1168'BOARD GATE IN SADDLE ON RIDGE TOP, AND END OF TRUCK TRAVEL.
 TU1168'PACK SOUTHERLY ALONG RIDGE LINE FOR ABOUT 0.3 MILE TO
 TU1168'STATION.
 TU1168'
 TU1168'STATION IS MARKED BY A 2-1/2-INCH IRON PIPE THAT PROJECTS 2 FEET
 TU1168'FROM THE CENTER OF A 5-FOOT-SQUARE CONCRETE PLATFORM FLUSH WITH THE
 TU1168'GROUND.  A REMOVABLE, RED AND WHITE, METAL TARGET IS SET INTO THE
 TU1168'PIPE AND EXTENDS ABOUT 7 FEET ABOVE THE PLATFORM.  STATION IS ON
 TU1168'A VERY NARROW-TOPPED KNOLL, ABOUT 175 YARDS NORTHEAST OF A LARGE
 TU1168'POWER LINE THAT CROSSES THE RIDGE, ABOUT 125 YARDS SOUTH OF
 TU1168'WHERE A WATER TUNNEL GOES THROUGH THE RIDGE, AND ABOVE A SMALL
 TU1168'WATER-GAGE HOUSE THAT MAY BE SEEN DOWN IN THE CANYON.
 TU1168
 TU1168                          STATION RECOVERY (1969)
 TU1168
 TU1168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1168'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 TU1168'CENTER OF THE 2-1/2 INCH PIPE, WHICH WAS PREVIOUSLY THE MARK WAS
 TU1168'HELD, AND A STANDARD TRIANGULATION DISK STAMPED GAP 1952 1969,
 TU1168'WAS CEMENTED IN A DRILL HOLE IN THE CENTER OF A SLAB OF CONCRETE
 TU1168'WHICH ORIGINALLY SUPPORTED THE TYPE C HAWAIIAN TERRITORIAL
 TU1168'SURVEY SIGNAL.
 TU1168'
 TU1168'A GEODIMETER TRAVERSE WAS MADE BETWEEN GAP 1952 1969 AND
 TU1168'WAIMANALO RIDGE 1952 1969.
 TU1168'
 TU1168'GEODIMETER DISTANCE 2303.713 METERS OR (7558.02) FT.
 TU1168'
 TU1168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1168'3-1/2 MILES WEST-NORTHWEST OF WAIMANALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE5228 ***********************************************************************
 DE5228  DESIGNATION -  GARDNER
 DE5228  PID         -  DE5228
 DE5228  STATE/COUNTY-  HI/HONOLULU
 DE5228  USGS QUAD   -  
 DE5228
 DE5228                         *CURRENT SURVEY CONTROL
 DE5228  ___________________________________________________________________
 DE5228* NAD 83(1993)-  24 59 56.47320(N)    167 59 56.00819(W)     ADJUSTED  
 DE5228* LOCAL TIDAL -        40.     (meters)     131.     (feet)  SCALED    
 DE5228  ___________________________________________________________________
 DE5228  EPOCH DATE  -        1993.62
 DE5228  X           -  -5,657,707.984 (meters)                     COMP
 DE5228  Y           -  -1,202,697.396 (meters)                     COMP
 DE5228  Z           -   2,679,007.986 (meters)                     COMP
 DE5228  ELLIP HEIGHT-          75.43  (meters)          (07/03/02) GPS OBS
 DE5228
 DE5228  HORZ ORDER  -  B
 DE5228  ELLP ORDER  -  THIRD     CLASS I
 DE5228
 DE5228.The horizontal coordinates were established by GPS observations
 DE5228.and adjusted by the National Geodetic Survey in July 2002..
 DE5228.The horizontal coordinates are valid at the epoch date displayed above.
 DE5228.The epoch date for horizontal control is a decimal equivalence
 DE5228.of Year/Month/Day.
 DE5228
 DE5228.The orthometric height was scaled from a topographic map.
 DE5228
 DE5228.Photographs are available for this station.
 DE5228
 DE5228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5228
 DE5228.The ellipsoidal height was determined by GPS observations
 DE5228.and is referenced to NAD 83.
 DE5228
 DE5228;                    North         East     Units Scale Factor Converg.
 DE5228;SPC HI 5     -   392,034.531 -,292,265.891   MT  1.00775802   -3 19 38.0
 DE5228;UTM  03      - 2,768,189.165   197,290.900   MT  1.00073179   -1 16 05.9
 DE5228;UTM  02      - 2,768,194.126   802,933.085   MT  1.00073347   +1 16 09.3
 DE5228
 DE5228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5228!SPC HI 5     -   0.99998815  x   1.00775802  =   1.00774608
 DE5228!UTM  03      -   0.99998815  x   1.00073179  =   1.00071993
 DE5228!UTM  02      -   0.99998815  x   1.00073347  =   1.00072161
 DE5228
 DE5228                          SUPERSEDED SURVEY CONTROL
 DE5228
 DE5228.No superseded survey control is available for this station.
 DE5228
 DE5228_U.S. NATIONAL GRID SPATIAL ADDRESS:  3RSH9729168189(NAD 83)
 DE5228_MARKER: DS = TRIANGULATION STATION DISK
 DE5228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5228_STAMPING: GARDNER 1961
 DE5228_MARK LOGO: CGS   
 DE5228_PROJECTION: FLUSH
 DE5228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5228+STABILITY: SURFACE MOTION
 DE5228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5228+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE5228
 DE5228  HISTORY     - Date     Condition        Report By
 DE5228  HISTORY     - 1961     MONUMENTED       CGS
 DE5228  HISTORY     - 20010907 GOOD             NGS
 DE5228
 DE5228                          STATION DESCRIPTION
 DE5228
 DE5228'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DE5228'ASTRONOMIC POSITION OF GARDNER RM 1 LAT N 24 59 58.98, LONG W 167 59
 DE5228'57.67, ASTRONOMIC AZIMUTH GARDNER RM 1 TO AZIMUTH MARK 01 24 36.98
 DE5228'FROM S, DETERMINED BY CGS, 1961.  ASTRONOMIC POSITION OF GARDNER RM
 DE5228'3, LAT N 24 59 58.86 LONG W 167 59 52.03 ASTRONOMIC AZ GARDNER RM 3 TO
 DE5228'AZ MK 355 02 43.04 FROM S, DETERMINED BY AMS 1962.
 DE5228' 
 DE5228'STATION IS MARKED BY A CGS TRIANGULATION DISK STAMPED--GARDNER 1961--,
 DE5228'SET IN AN 8 X 12 CONCRETE MONUMENT FLUSH WITH THE GROUND.  LOCATED ON
 DE5228'THE MAIN AND HIGHEST PINNACLE OF GARDNER PINNACLES ISLAND WHICH IS
 DE5228'CONICAL SHAPED, APPROXIMATELY 190 FT (57.9 M) HIGH WITH EXTREMELY
 DE5228'STEEP SLOPES.  A FLAT AREA 12 X 30 FT (9.1 M) WAS FORMED BY BLASTING.
 DE5228' 
 DE5228'RM NO 1 IS MARKED BY A CGS REFERENCE DISK STAMPED--GARDNER NO 1--1961,
 DE5228'SET IN A DRILL HOLE ON A CLEARED ROCK PARAPET 11.92 METERS (39.11 FT)
 DE5228'(SLOPE DISTANCE) IN ASTRONOMIC AZ FROM S 52 17 53 FROM STATION.
 DE5228' 
 DE5228'RM NO 2 IS MARKED BY A CGS REFERENCE DISK STAMPED--GARDNER NO 2
 DE5228'1961--, SET IN A DRILL HOLE IN A PROMINENT ROCK OUTCROP 9.74 METERS
 DE5228'(31.96 FT) (SLOPE DISTANCE) IN ASTRONOMIC AZ FROM S 52 17 53 FROM
 DE5228'STATION.  RM NO 3 IS MARKED BY A TRIBACH SET IN A CONCRETE PIER 3.20
 DE5228'FT (0.98 M) HIGH BY 16 INCHES SQUARE, 5.12 METERS (16.80 FT) IN
 DE5228'ASTRONOMIC AZ FROM S 345 48 23 FROM STATION.
 DE5228' 
 DE5228'RM 3 WAS OCCUPIES AS THE LIGHT CROSSING STATION FROM AZ OBSERVATIONS.
 DE5228'AZ MK IS MARKED BY A CGS AZ DISK SET IN A DRILL HOLE ON THE NE
 DE5228'PORTION OF THE CONNECTED PINNACLE TO THE S APPROXIMATELY 91 METERS
 DE5228'(298.6 FT) (SLOPE DISTANCE) IN ASTRONOMIC AZ FROM S 01 24 36.98 FROM
 DE5228'RM NO 1, AND APPROXIMATELY 88 METERS (288.7 FT) IN ASTRONOMIC AZ 355
 DE5228'02 43.04 FROM RM NO 3. RECOVERY NOTE IN FEBRUARY 1963 DECRIBED MARK AS
 DE5228'TRIBACK CEMENTED ATOP PEAK OF S PINNACLE.  OCCUPATION BY HELICOPTER
 DE5228'RECOMENDED.  BOAT LANDINGS ARE DANGEROUS AND THEN ONLY TO THE BIGHT ON
 DE5228'W SIDE WHEN SURGE AND SWELLS ARE LEAST.
 DE5228
 DE5228                          STATION RECOVERY (2001)
 DE5228
 DE5228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 DE5228'THE STATION IS LOCATED ON THE SUMMIT OF THE LARGEST GARDNER PINNACLES.
 DE5228'OWNERSHIP, U.S FISH + WILDLIFE SERVICE.  NOTE, THIS AREA IS A SPECIAL
 DE5228'REFUGE, PERMITS AND QUARANTINE PROCEDURES ARE REQUIRED. TO REACH THE
 DE5228'STATION FROM THE INTERSECTION FROM A SHALLOW NOTCH ON THE WSW SIDE OF
 DE5228'THE LARGEST PINNACLES, WHICH IS SUITABLE FOR BOAT LANDING DURING CALM
 DE5228'WEATHER, CLIMB THE S FACE OF THE PINACLE TO THE SUMMIT AND STATION.
 DE5228'THE STATION IS A STANDARD DISK SET IN HE TOP CENTER OF A 8X12 INCH
 DE5228'CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED AT THE SUMMIT, 5.105
 DE5228'METERS (16.749 FT) N FROM A 1.4 METER (4.6 FT) TALL TRIANGULAR
 DE5228'CONCRETE PIER.  GARDNER 1961 WAS THE 1961 HIRAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1914 ***********************************************************************
 TU1914  DESIGNATION -  GAS
 TU1914  PID         -  TU1914
 TU1914  STATE/COUNTY-  HI/KAUAI
 TU1914  USGS QUAD   -  KAPAA (1996)
 TU1914
 TU1914                         *CURRENT SURVEY CONTROL
 TU1914  ___________________________________________________________________
 TU1914* NAD 83(1993)-  22 05 24.58463(N)    159 18 19.34897(W)     ADJUSTED  
 TU1914* LOCAL TIDAL -                                                        
 TU1914  ___________________________________________________________________
 TU1914  EPOCH DATE  -        1993.62
 TU1914  LAPLACE CORR-         -15.35  (seconds)                    DEFLEC99
 TU1914  GEOID HEIGHT-          14.90  (meters)                     GEOID03
 TU1914
 TU1914  HORZ ORDER  -  THIRD
 TU1914
 TU1914.The horizontal coordinates were established by classical geodetic methods
 TU1914.and adjusted by the National Geodetic Survey in December 1998..
 TU1914.The horizontal coordinates are valid at the epoch date displayed above.
 TU1914.The epoch date for horizontal control is a decimal equivalence
 TU1914.of Year/Month/Day.
 TU1914
 TU1914
 TU1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1914
 TU1914.The geoid height was determined by GEOID03.
 TU1914
 TU1914;                    North         East     Units Scale Factor Converg.
 TU1914;SPC HI 4     -    28,451.164   520,084.524   MT  0.99999498   +0 04 23.5
 TU1914;UTM  04      - 2,442,838.296   468,498.821   MT  0.99961226   -0 06 53.4
 TU1914
 TU1914                          SUPERSEDED SURVEY CONTROL
 TU1914
 TU1914  NAD 83(1986)-  22 05 24.55405(N)    159 18 19.40710(W) AD(       ) 4
 TU1914  OLD HI      -  22 05 35.90700(N)    159 18 29.48500(W) AD(       ) 3
 TU1914
 TU1914.Superseded values are not recommended for survey control.
 TU1914.NGS no longer adjusts projects to the OLD HI datum.
 TU1914.See file dsdata.txt to determine how the superseded data were derived.
 TU1914
 TU1914_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6849942838(NAD 83)
 TU1914
 TU1914  HISTORY     - Date     Condition        Report By
 TU1914  HISTORY     - 1910     MONUMENTED       CGS
 TU1914  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1914
 TU1914                          STATION DESCRIPTION
 TU1914
 TU1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1914'ON EAST COAST OF KAUAI, 1 MILE BELOW KEALIA, ON THE OUTER END OF
 TU1914'A SHARP POINT, JUST SOUTH OF MOUTH OF STREAM.  IT IS 10 METERS
 TU1914'BACK FROM AND 20 FEET ABOVE HIGH-WATER MARK.  MARKED BY 1 1/2-
 TU1914'INCH GAS PIPE SET IN GROUND, AND PROJECTING 6 INCHES.  IN 1927
 TU1914'STATION WAS SEARCHED FOR AND NOT FOUND.
 TU1914
 TU1914                          STATION RECOVERY (1998)
 TU1914
 TU1914'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1914'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2192 ***********************************************************************
 TU2192  DESIGNATION -  GENERAL LYMAN FIELD AP B 1962
 TU2192  PID         -  TU2192
 TU2192  STATE/COUNTY-  HI/HAWAII
 TU2192  USGS QUAD   -  HILO (1995)
 TU2192
 TU2192                         *CURRENT SURVEY CONTROL
 TU2192  ___________________________________________________________________
 TU2192* NAD 83(1993)-  19 43 18.43616(N)    155 02 33.85891(W)     ADJUSTED  
 TU2192* LOCAL TIDAL -         9.3    (meters)      31.     (feet)  VERT ANG  
 TU2192  ___________________________________________________________________
 TU2192  EPOCH DATE  -        1993.62
 TU2192  LAPLACE CORR-         -17.42  (seconds)                    DEFLEC99
 TU2192  GEOID HEIGHT-          17.34  (meters)                     GEOID03
 TU2192
 TU2192  HORZ ORDER  -  THIRD
 TU2192
 TU2192.This mark is at Hilo International Airport (ITO)
 TU2192
 TU2192.The horizontal coordinates were established by classical geodetic methods
 TU2192.and adjusted by the National Geodetic Survey in December 1998..
 TU2192.The horizontal coordinates are valid at the epoch date displayed above.
 TU2192.The epoch date for horizontal control is a decimal equivalence
 TU2192.of Year/Month/Day.
 TU2192
 TU2192.The orthometric height was determined by vertical angle observations.
 TU2192
 TU2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2192
 TU2192.The geoid height was determined by GEOID03.
 TU2192
 TU2192;                    North         East     Units Scale Factor Converg.
 TU2192;SPC HI 1     -    98,409.116   547,933.379   MT  0.99999505   +0 09 15.5
 TU2192;UTM  05      - 2,181,983.071   285,910.699   MT  1.00016655   -0 41 22.5
 TU2192
 TU2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2192!SPC HI 1     -   0.99999581  x   0.99999505  =   0.99999086
 TU2192!UTM  05      -   0.99999581  x   1.00016655  =   1.00016236
 TU2192
 TU2192                          SUPERSEDED SURVEY CONTROL
 TU2192
 TU2192  NAD 83(1986)-  19 43 18.40175(N)    155 02 33.87862(W) AD(       ) 3
 TU2192  OLD HI      -  19 43 29.34300(N)    155 02 43.84000(W) AD(       ) 3
 TU2192
 TU2192.Superseded values are not recommended for survey control.
 TU2192.NGS no longer adjusts projects to the OLD HI datum.
 TU2192.See file dsdata.txt to determine how the superseded data were derived.
 TU2192
 TU2192_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8591181983(NAD 83)
 TU2192_MARKER: Z = SEE DESCRIPTION
 TU2192_SETTING: 0 = UNSPECIFIED SETTING
 TU2192
 TU2192  HISTORY     - Date     Condition        Report By
 TU2192  HISTORY     - 1962     MONUMENTED       CGS
 TU2192  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2192  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU2192
 TU2192                          STATION DESCRIPTION
 TU2192
 TU2192'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2192'THE STATION IS SET ON THE NORTH SIDE OF RUNWAY 8-26, AT THE EAST
 TU2192'END OF THE RUNWAY, 7 FEET EAST OF THE END OF THE ASPHALT COVERED
 TU2192'AREA ON THE NORTH SIDE, 21 FEET WEST OF THE CENTER OF THE
 TU2192'ABANDONED ROAD WHICH CROSSES THE RUNWAY, 52 FEET NORTH OF THE
 TU2192'NORTH SIDE OF THE RUNWAY, AND 50 FEET NORTH OF THE LINE OF RUNWAY
 TU2192'LIGHTS ALONG THE NORTH SIDE OF THE RUNWAY.
 TU2192'
 TU2192'IT IS A STANDARD TOPOGRAPHIC DISK STAMPED AP STA B 1962 SET IN
 TU2192'TOP OF A CIRCULAR CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 TU2192'SURFACE OF THE GROUND.
 TU2192
 TU2192                          STATION RECOVERY (1966)
 TU2192
 TU2192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2192'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO HAVE
 TU2192'BEEN DESTROYED WHEN THE RUNWAY WAS LENGTHENED.
 TU2192
 TU2192                          STATION RECOVERY (1976)
 TU2192
 TU2192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2192'STATION WAS SEARCHED FOR BUT NOT FOUND.  DUE TO CONSTRUCTION ON
 TU2192'THE RUNWAY STATION MIGHT BE DESTROYED OR COVERED.
 TU2192'
 TU2192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2192'AT HILO AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2200 ***********************************************************************
 TU2200  DESIGNATION -  GENERAL LYMAN FIELD ARP 1962
 TU2200  PID         -  TU2200
 TU2200  STATE/COUNTY-  HI/HAWAII
 TU2200  USGS QUAD   -  HILO (1995)
 TU2200
 TU2200                         *CURRENT SURVEY CONTROL
 TU2200  ___________________________________________________________________
 TU2200* NAD 83(1993)-  19 43 11.45379(N)    155 03 17.49749(W)     ADJUSTED  
 TU2200* LOCAL TIDAL -         9.1    (meters)      30.     (feet)  VERT ANG  
 TU2200  ___________________________________________________________________
 TU2200  EPOCH DATE  -        1993.62
 TU2200  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 TU2200  GEOID HEIGHT-          17.65  (meters)                     GEOID03
 TU2200
 TU2200  HORZ ORDER  -  THIRD
 TU2200
 TU2200.This mark is at Hilo International Airport (ITO)
 TU2200
 TU2200.The horizontal coordinates were established by classical geodetic methods
 TU2200.and adjusted by the National Geodetic Survey in December 1998..
 TU2200.The horizontal coordinates are valid at the epoch date displayed above.
 TU2200.The epoch date for horizontal control is a decimal equivalence
 TU2200.of Year/Month/Day.
 TU2200
 TU2200.The orthometric height was determined by vertical angle observations.
 TU2200
 TU2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2200
 TU2200.The geoid height was determined by GEOID03.
 TU2200
 TU2200;                    North         East     Units Scale Factor Converg.
 TU2200;SPC HI 1     -    98,191.032   546,663.226   MT  0.99999357   +0 09 00.7
 TU2200;UTM  05      - 2,181,783.682   284,637.248   MT  1.00017332   -0 41 37.0
 TU2200
 TU2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2200!SPC HI 1     -   0.99999580  x   0.99999357  =   0.99998937
 TU2200!UTM  05      -   0.99999580  x   1.00017332  =   1.00016911
 TU2200
 TU2200:                Primary Azimuth Mark                     Grid Az
 TU2200:SPC HI 1     -  GENERAL LYMAN FLD CONT TWR BCN           251 20 57.0
 TU2200:UTM  05      -  GENERAL LYMAN FLD CONT TWR BCN           252 11 34.7
 TU2200
 TU2200|---------------------------------------------------------------------|
 TU2200| PID    Reference Object                     Distance      Geod. Az  |
 TU2200|                                                           dddmmss.s |
 TU2200| TU2202 GENERAL LYMAN FLD CONT TWR BCN      APPROX. 0.5 KM 2512957.7 |
 TU2200| TU2236 HALAI RESET                         APPROX. 4.4 KM 2652205.7 |
 TU2200| TU2207 HILO RADIO STATION KIMO TOWER       APPROX. 1.6 KM 3133855.5 |
 TU2200|---------------------------------------------------------------------|
 TU2200
 TU2200                          SUPERSEDED SURVEY CONTROL
 TU2200
 TU2200  NAD 83(1986)-  19 43 11.42019(N)    155 03 17.51708(W) AD(       ) 3
 TU2200  OLD HI      -  19 43 22.36100(N)    155 03 27.48400(W) AD(       ) 3
 TU2200
 TU2200.Superseded values are not recommended for survey control.
 TU2200.NGS no longer adjusts projects to the OLD HI datum.
 TU2200.See file dsdata.txt to determine how the superseded data were derived.
 TU2200
 TU2200_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8463781784(NAD 83)
 TU2200_MARKER: Z = SEE DESCRIPTION
 TU2200_SETTING: 0 = UNSPECIFIED SETTING
 TU2200
 TU2200  HISTORY     - Date     Condition        Report By
 TU2200  HISTORY     - 1962     MONUMENTED       CGS
 TU2200  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU2200
 TU2200                          STATION DESCRIPTION
 TU2200
 TU2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2200'THE STATION IS AT THE EAST EDGE OF THE GRASS STRIP ON THE EAST
 TU2200'SIDE OF RUNWAY 3-21, 90 FEET SOUTH OF THE SOUTH SIDE OF THE
 TU2200'TAXIWAY ON THE SOUTH SIDE OF RUNWAY 8-26, 10 FEET WEST OF THE
 TU2200'CENTER OF AN ABANDONED ROAD, AND 130 FEET WEST OF THE CENTER OF
 TU2200'THE COVER OF AN AIRVENT TO AN UNDERGROUND SHELTER.
 TU2200'
 TU2200'IT IS A STANDARD TOPOGRAPHIC DISK SET IN AN IRREGULAR MASS OF
 TU2200'CONCRETE WHICH IS FLUSH WITH THE GROUND STAMPED ARP, 1962.
 TU2200
 TU2200                          STATION RECOVERY (1976)
 TU2200
 TU2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2200'STATION WAS SEARCHED FOR BUT NOT FOUND.  IT MAY HAVE BEEN GROWN
 TU2200'OVER WITH GRASS OR COVERED WHEN REPAVING OF THE RUNWAY TOOK PLACE.
 TU2200'
 TU2200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2200'AT HILO AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2203 ***********************************************************************
 TU2203  DESIGNATION -  GENERAL LYMAN FLD BALLOON SHED
 TU2203  PID         -  TU2203
 TU2203  STATE/COUNTY-  HI/HAWAII
 TU2203  USGS QUAD   -  HILO (1995)
 TU2203
 TU2203                         *CURRENT SURVEY CONTROL
 TU2203  ___________________________________________________________________
 TU2203* NAD 83(1993)-  19 43 04.96335(N)    155 03 37.90736(W)     ADJUSTED  
 TU2203* LOCAL TIDAL -                                                        
 TU2203  ___________________________________________________________________
 TU2203  EPOCH DATE  -        1993.62
 TU2203  LAPLACE CORR-         -17.30  (seconds)                    DEFLEC99
 TU2203  GEOID HEIGHT-          17.80  (meters)                     GEOID03
 TU2203
 TU2203  HORZ ORDER  -  THIRD
 TU2203
 TU2203.The horizontal coordinates were established by classical geodetic methods
 TU2203.and adjusted by the National Geodetic Survey in December 1998..
 TU2203.The horizontal coordinates are valid at the epoch date displayed above.
 TU2203.The epoch date for horizontal control is a decimal equivalence
 TU2203.of Year/Month/Day.
 TU2203
 TU2203
 TU2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2203
 TU2203.The geoid height was determined by GEOID03.
 TU2203
 TU2203;                    North         East     Units Scale Factor Converg.
 TU2203;SPC HI 1     -    97,989.903   546,069.419   MT  0.99999289   +0 08 53.8
 TU2203;UTM  05      - 2,181,591.285   284,040.435   MT  1.00017650   -0 41 43.7
 TU2203
 TU2203                          SUPERSEDED SURVEY CONTROL
 TU2203
 TU2203  NAD 83(1986)-  19 43 04.93032(N)    155 03 37.92672(W) AD(       ) 4
 TU2203  OLD HI      -  19 43 15.87000(N)    155 03 47.89400(W) AD(       ) 3
 TU2203
 TU2203.Superseded values are not recommended for survey control.
 TU2203.NGS no longer adjusts projects to the OLD HI datum.
 TU2203.See file dsdata.txt to determine how the superseded data were derived.
 TU2203
 TU2203_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8404081591(NAD 83)
 TU2203
 TU2203  HISTORY     - Date     Condition        Report By
 TU2203  HISTORY     - 1962     MONUMENTED       CGS
 TU2203  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2203  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU2203
 TU2203                          STATION DESCRIPTION
 TU2203
 TU2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2203'THE STATION IS THE CENTER OF THE SILVER DOME HOUSING THE TRACKING
 TU2203'EQUIPMENT USED BY THE WEATHER BUREAU IN TRACKING WEATHER
 TU2203'BALLOONS.  THE DOME HAS A SLIGHT POINT ON TOP AND THIS IS THE
 TU2203'POINT SIGHTED ON.
 TU2203
 TU2203                          STATION RECOVERY (1966)
 TU2203
 TU2203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2203'THIS STATION WAS ESTABLISHED BY AN AIRPORT SURVEY PARTY IN
 TU2203'1962.  STATION WAS RECOVERED.  IT IS THE WHITE DOME MOUNTED ATOP
 TU2203'A YELLOW CONCRETE BUILDING 20 FEET SQUARE AND ABOUT 22 FEET
 TU2203'TALL.  TOP OF DOME IS ABOUT 35 FEET ABOVE GROUND.  LOCATED AT
 TU2203'LYMAN FIELD, ABOUT 175 FEET EAST-SOUTHEAST OF TERMINAL BUILDING.
 TU2203
 TU2203                          STATION RECOVERY (1976)
 TU2203
 TU2203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2203'STATION HAS BEEN RELOCATED WITHIN LAST THREE YEARS.  THE RELOCATION
 TU2203'IS ABOUT 100 METERS FROM THE ORIGINAL POSITION.  THE STATION
 TU2203'SHOULD BE CONSIDERED DESTROYED.
 TU2203'
 TU2203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2203'HILO AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2202 ***********************************************************************
 TU2202  DESIGNATION -  GENERAL LYMAN FLD CONT TWR BCN
 TU2202  PID         -  TU2202
 TU2202  STATE/COUNTY-  HI/HAWAII
 TU2202  USGS QUAD   -  HILO (1995)
 TU2202
 TU2202                         *CURRENT SURVEY CONTROL
 TU2202  ___________________________________________________________________
 TU2202* NAD 83(1993)-  19 43 05.87840(N)    155 03 35.09201(W)     ADJUSTED  
 TU2202* LOCAL TIDAL -                                                        
 TU2202  ___________________________________________________________________
 TU2202  EPOCH DATE  -        1993.62
 TU2202  LAPLACE CORR-         -17.30  (seconds)                    DEFLEC99
 TU2202  GEOID HEIGHT-          17.78  (meters)                     GEOID03
 TU2202
 TU2202  HORZ ORDER  -  THIRD
 TU2202
 TU2202.This mark is at Hilo International Airport (ITO)
 TU2202
 TU2202.The horizontal coordinates were established by classical geodetic methods
 TU2202.and adjusted by the National Geodetic Survey in December 1998..
 TU2202.The horizontal coordinates are valid at the epoch date displayed above.
 TU2202.The epoch date for horizontal control is a decimal equivalence
 TU2202.of Year/Month/Day.
 TU2202
 TU2202
 TU2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2202
 TU2202.The geoid height was determined by GEOID03.
 TU2202
 TU2202;                    North         East     Units Scale Factor Converg.
 TU2202;SPC HI 1     -    98,018.253   546,151.328   MT  0.99999298   +0 08 54.8
 TU2202;UTM  05      - 2,181,618.430   284,122.768   MT  1.00017606   -0 41 42.8
 TU2202
 TU2202                          SUPERSEDED SURVEY CONTROL
 TU2202
 TU2202  NAD 83(1986)-  19 43 05.84524(N)    155 03 35.11143(W) AD(       ) 4
 TU2202  OLD HI      -  19 43 16.79031(N)    155 03 45.07502(W) AD(       ) 3
 TU2202
 TU2202.Superseded values are not recommended for survey control.
 TU2202.NGS no longer adjusts projects to the OLD HI datum.
 TU2202.See file dsdata.txt to determine how the superseded data were derived.
 TU2202
 TU2202_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8412381618(NAD 83)
 TU2202
 TU2202  HISTORY     - Date     Condition        Report By
 TU2202  HISTORY     - 1962     MONUMENTED       CGS
 TU2202  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2202  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2202
 TU2202                          STATION DESCRIPTION
 TU2202
 TU2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2202'THE STATION IS LOCATED ATOP THE CONTROL TOWER AT THE TERMINAL AT
 TU2202'HILO AIRPORT.  IT IS A STANDARD WHITE AND GREEN REVOLVING BEACON
 TU2202'IN THE CENTER OF THE CONTROL TOWER.  THERE IS A SMALL PLATFORM
 TU2202'HOLDING ANTENNAE AND ANNEMOMETERS OVER THE LIGHT.
 TU2202
 TU2202                          STATION RECOVERY (1966)
 TU2202
 TU2202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2202'THIS STATION WAS ESTABLISHED BY AN AIRPORT SURVEY PARTY IN
 TU2202'1962.  STATION WAS RECOVERED.  IT IS THE REVOLVING, GREEN AND
 TU2202'WHITE LIGHT MOUNTED ATOP THE CONTROL TOWER WHICH IS ON THE
 TU2202'TERMINAL BUILDING AT LYMAN FIELD.
 TU2202
 TU2202                          STATION RECOVERY (1977)
 TU2202
 TU2202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2202'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN A
 TU2202'1966 RECOVERY NOTE.  THE TERMINAL BUILDING IS NOW USED AS A
 TU2202'SHIPPING TERMINAL AS A NEW PASSENGER TERMINAL HAS BEEN BUILT ON
 TU2202'ANOTHER PART OF THE AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3252 ***********************************************************************
 TU3252  DESIGNATION -  GIL 2
 TU3252  PID         -  TU3252
 TU3252  STATE/COUNTY-  HI/MAUI
 TU3252  USGS QUAD   -  
 TU3252
 TU3252                         *CURRENT SURVEY CONTROL
 TU3252  ___________________________________________________________________
 TU3252* NAD 83(1993)-  20 54 52.69332(N)    156 54 03.70493(W)     ADJUSTED  
 TU3252* LOCAL TIDAL -         9.2    (meters)      30.     (feet)  VERT ANG  
 TU3252  ___________________________________________________________________
 TU3252  EPOCH DATE  -        1993.62
 TU3252  X           -  -5,482,610.267 (meters)                     COMP
 TU3252  Y           -  -2,338,415.060 (meters)                     COMP
 TU3252  Z           -   2,262,578.410 (meters)                     COMP
 TU3252  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 TU3252  ELLIP HEIGHT-          25.94  (meters)          (11/30/94) GPS OBS
 TU3252  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU3252
 TU3252  HORZ ORDER  -  FIRST
 TU3252  ELLP ORDER  -  FIFTH     CLASS I
 TU3252
 TU3252.The horizontal coordinates were established by GPS observations
 TU3252.and adjusted by the National Geodetic Survey in November 1994..
 TU3252.No horizontal observational check was made to the station.
 TU3252.The horizontal coordinates are valid at the epoch date displayed above.
 TU3252.The epoch date for horizontal control is a decimal equivalence
 TU3252.of Year/Month/Day.
 TU3252
 TU3252.The orthometric height was determined by vertical angle observations.
 TU3252
 TU3252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3252
 TU3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3252
 TU3252.The ellipsoidal height was determined by GPS observations
 TU3252.and is referenced to NAD 83.
 TU3252
 TU3252.The geoid height was determined by GEOID03.
 TU3252
 TU3252;                    North         East     Units Scale Factor Converg.
 TU3252;SPC HI 2     -    64,373.057   475,620.173   MT  0.99997401   -0 05 01.2
 TU3252;UTM  04      - 2,314,128.208   718,303.972   MT  1.00018898   +0 44 58.5
 TU3252
 TU3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3252!SPC HI 2     -   0.99999592  x   0.99997401  =   0.99996993
 TU3252!UTM  04      -   0.99999592  x   1.00018898  =   1.00018490
 TU3252
 TU3252|---------------------------------------------------------------------|
 TU3252| PID    Reference Object                     Distance      Geod. Az  |
 TU3252|                                                           dddmmss.s |
 TU3252| TU3249 BM 26 M                              26.982 METERS 03636     |
 TU3252| CN5139 GIL 2 RM 2                           17.304 METERS 21258     |
 TU3252| TU3247 KAHUA                               APPROX. 3.7 KM 2392331.2 |
 TU3252| TU3244 KUAHUA SHIPWRECK STERNHSE FP        APPROX. 1.2 KM 3072157.3 |
 TU3252|---------------------------------------------------------------------|
 TU3252
 TU3252                          SUPERSEDED SURVEY CONTROL
 TU3252
 TU3252  NAD 83(1986)-  20 54 52.64580(N)    156 54 03.66992(W) AD(       ) 2
 TU3252  OLD HI      -  20 55 04.04400(N)    156 54 13.71100(W) AD(       ) 2
 TU3252
 TU3252.Superseded values are not recommended for survey control.
 TU3252.NGS no longer adjusts projects to the OLD HI datum.
 TU3252.See file dsdata.txt to determine how the superseded data were derived.
 TU3252
 TU3252_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1830414128(NAD 83)
 TU3252_MARKER: DD = SURVEY DISK
 TU3252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3252_SP_SET: CONCRETE POST
 TU3252_STAMPING: GIL 2
 TU3252_MARK LOGO: NOS   
 TU3252_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3252+STABILITY: SURFACE MOTION
 TU3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3252+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1993
 TU3252
 TU3252  HISTORY     - Date     Condition        Report By
 TU3252  HISTORY     - 1962     MONUMENTED       CGS
 TU3252  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3252  HISTORY     - 19930810 GOOD             NOS
 TU3252
 TU3252                          STATION DESCRIPTION
 TU3252
 TU3252'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3252'STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHEAST OF LANAI
 TU3252'CITY, ON THE NORTH SHORE OF THE ISLAND, ON A SMALL ROCKY KNOLL
 TU3252'THAT IS ABOUT 30 FT. ABOVE SEA LEVEL, AND IN THE FOUNDATION OF
 TU3252'AN OLD LIGHTHOUSE.
 TU3252'
 TU3252'TO REACH FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST ON
 TU3252'LANAI AVE. AND STATE HIGHWAY 44 FOR 3.0 MILES TO TWO BOARD GATES
 TU3252'ON THE LEFT, CONTINUE ON STATE HIGHWAY 44 FOR 5.9 MILES TO THE
 TU3252'BOTTOM OF THE GRADE TO A SIDE ROAD ON THE LEFT AND SIGN
 TU3252'SHIPWRECK BEACH.  TURN LEFT AND FOLLOW ROAD NORTHWESTERLY FOR
 TU3252'1.3 MILES TO A GROUP OF BEACH HOMES.  CONTINUE ON THE ROAD FOR
 TU3252'0.4 MILES TO THE END OF THE ROAD AT A SMALL BEACH HOME.  FROM
 TU3252'HERE PACK ABOUT 30 YARDS WEST TO A SMALL RISE AND A OLD
 TU3252'CONCRETE FOUNDATION.
 TU3252'
 TU3252'THE STATION MARK IS A STANDARD DISK STAMPED, GIL 2 1962, CEMENTED
 TU3252'IN A DRILL HOLE IN THE CENTER OF THE CONCRETE FOUNDATION.
 TU3252'
 TU3252'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, GIL 2 NO. 2
 TU3252'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 TU3252'1.5 FEET, ABOUT 52 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 TU3252'FOUNDATION AND ONE FOOT LOWER THAN THE STATION.
 TU3252'
 TU3252'BM 26 M (USGS) IS A STANDARD USGS DISK STAMPD, BM 26 M 1923,
 TU3252'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 85 FEET
 TU3252'NORTH-NORTHEAST OF THE NORTH EDGE OF THE CONCRETE FOUNDATION
 TU3252'AND 15 FEET LOWER THAN THE STATION.
 TU3252
 TU3252                          STATION RECOVERY (1968)
 TU3252
 TU3252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU3252'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TU3252'
 TU3252'NO SEARCH WAS MADE FOR REFERENCE MARKS.
 TU3252'
 TU3252'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3252'5.2 MILES BEARING 017 DEG FROM LANAI CITY, LANAI.
 TU3252
 TU3252                          STATION RECOVERY (1993)
 TU3252
 TU3252'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3250 ***********************************************************************
 TU3250  DESIGNATION -  GIL LARGE CAIRN
 TU3250  PID         -  TU3250
 TU3250  STATE/COUNTY-  HI/MAUI
 TU3250  USGS QUAD   -  
 TU3250
 TU3250                         *CURRENT SURVEY CONTROL
 TU3250  ___________________________________________________________________
 TU3250* NAD 83(1993)-  20 54 53.30442(N)    156 54 03.26103(W)     ADJUSTED  
 TU3250* LOCAL TIDAL -                                                        
 TU3250  ___________________________________________________________________
 TU3250  EPOCH DATE  -        1993.62
 TU3250  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 TU3250  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU3250
 TU3250  HORZ ORDER  -  THIRD
 TU3250
 TU3250.The horizontal coordinates were established by classical geodetic methods
 TU3250.and adjusted by the National Geodetic Survey in December 1998..
 TU3250.The horizontal coordinates are valid at the epoch date displayed above.
 TU3250.The epoch date for horizontal control is a decimal equivalence
 TU3250.of Year/Month/Day.
 TU3250
 TU3250
 TU3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3250
 TU3250.The geoid height was determined by GEOID03.
 TU3250
 TU3250;                    North         East     Units Scale Factor Converg.
 TU3250;SPC HI 2     -    64,391.831   475,633.028   MT  0.99997400   -0 05 01.0
 TU3250;UTM  04      - 2,314,147.171   718,316.554   MT  1.00018904   +0 44 58.7
 TU3250
 TU3250                          SUPERSEDED SURVEY CONTROL
 TU3250
 TU3250  NAD 83(1986)-  20 54 53.26539(N)    156 54 03.21928(W) AD(       ) 4
 TU3250  OLD HI      -  20 55 04.63000(N)    156 54 13.34000(W) AD(       ) 3
 TU3250
 TU3250.Superseded values are not recommended for survey control.
 TU3250.NGS no longer adjusts projects to the OLD HI datum.
 TU3250.See file dsdata.txt to determine how the superseded data were derived.
 TU3250
 TU3250_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1831714147(NAD 83)
 TU3250
 TU3250  HISTORY     - Date     Condition        Report By
 TU3250  HISTORY     - UNK      MONUMENTED
 TU3250  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3250
 TU3250                          STATION DESCRIPTION
 TU3250
 TU3250'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3250'THE REMAINS OF A LARGE CAIRN WAS FOUND ON THE COASTLINE AND
 TU3250'IS BELIEVED TO HAVE BEEN THE STATION.  IT IS 8 FEET WEST OF
 TU3250'U.S.G.S. BM 26 M.  A NEW STATION, GIL 2, WAS ESTABLISHED IN A
 TU3250'MORE SUITABLE LOCATION.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0625 ***********************************************************************
 TU0625  DESIGNATION -  GILBERT
 TU0625  PID         -  TU0625
 TU0625  STATE/COUNTY-  HI/HONOLULU
 TU0625  USGS QUAD   -  EWA (1983)
 TU0625
 TU0625                         *CURRENT SURVEY CONTROL
 TU0625  ___________________________________________________________________
 TU0625* NAD 83(1993)-  21 19 44.98815(N)    158 06 02.68620(W)     ADJUSTED  
 TU0625* LOCAL TIDAL -        20.160  (meters)      66.14   (feet)  ADJ UNCH  
 TU0625  ___________________________________________________________________
 TU0625  EPOCH DATE  -        1993.62
 TU0625  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 TU0625  GEOID HEIGHT-          15.23  (meters)                     GEOID03
 TU0625
 TU0625  HORZ ORDER  -  THIRD
 TU0625  VERT ORDER  -  FIRST     CLASS II
 TU0625
 TU0625.The horizontal coordinates were established by classical geodetic methods
 TU0625.and adjusted by the National Geodetic Survey in December 1998..
 TU0625.The horizontal coordinates are valid at the epoch date displayed above.
 TU0625.The epoch date for horizontal control is a decimal equivalence
 TU0625.of Year/Month/Day.
 TU0625
 TU0625.The orthometric height was key entered from printed documents
 TU0625.and not key verified.
 TU0625
 TU0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0625
 TU0625.The geoid height was determined by GEOID03.
 TU0625
 TU0625;                    North         East     Units Scale Factor Converg.
 TU0625;SPC HI 3     -    17,994.841   489,548.618   MT  0.99999135   -0 02 11.9
 TU0625;UTM  04      - 2,358,843.952   593,254.783   MT  0.99970746   +0 19 37.6
 TU0625
 TU0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0625!SPC HI 3     -   0.99999444  x   0.99999135  =   0.99998579
 TU0625!UTM  04      -   0.99999444  x   0.99970746  =   0.99970190
 TU0625
 TU0625:                Primary Azimuth Mark                     Grid Az
 TU0625:SPC HI 3     -  PALAILAI RESET                           039 10 42.0
 TU0625:UTM  04      -  PALAILAI RESET                           038 48 52.5
 TU0625
 TU0625|---------------------------------------------------------------------|
 TU0625| PID    Reference Object                     Distance      Geod. Az  |
 TU0625|                                                           dddmmss.s |
 TU0625| TU1668 PALAILAI RESET                      APPROX. 1.7 KM 0390830.1 |
 TU0625| CJ9457 GILBERT RM 1                          9.858 METERS 17959     |
 TU0625| CJ9458 GILBERT RM 2                         11.844 METERS 28740     |
 TU0625|---------------------------------------------------------------------|
 TU0625
 TU0625                          SUPERSEDED SURVEY CONTROL
 TU0625
 TU0625  NAD 83(1986)-  21 19 44.93633(N)    158 06 02.69742(W) AD(       ) 3
 TU0625  OLD HI      -  21 19 56.31278(N)    158 06 12.58166(W) AD(       ) 3
 TU0625
 TU0625.Superseded values are not recommended for survey control.
 TU0625.NGS no longer adjusts projects to the OLD HI datum.
 TU0625.See file dsdata.txt to determine how the superseded data were derived.
 TU0625
 TU0625_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9325558844(NAD 83)
 TU0625_MARKER: Z = SEE DESCRIPTION
 TU0625_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0625+WITH SETTING: INTO GROUND
 TU0625_STAMPING: U S ENG GILBERT
 TU0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0625+STABILITY: SURFACE MOTION
 TU0625
 TU0625  HISTORY     - Date     Condition        Report By
 TU0625  HISTORY     - 1927     MONUMENTED       CGS
 TU0625  HISTORY     - 1953     SEE DESCRIPTION  USGS
 TU0625  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TU0625  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU0625  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0625  HISTORY     - 1963     GOOD             NGS
 TU0625  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU0625  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0625  HISTORY     - 1969     GOOD             NGS
 TU0625
 TU0625                          STATION DESCRIPTION
 TU0625
 TU0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU0625'IDENTICAL WITH STATION GILBERT (U.S.E.), WHICH WAS ALSO USED AS A
 TU0625'BENCH MARK IN THE PRECISE LEVEL NET OF OAHU, 1927.  AT GILBERT
 TU0625'SIDING ALONG OAHU RAILWAY AND LAND CO., ABOUT 35 FEET SOUTH OF MAIN
 TU0625'TRACK, AND 60 FEET TOWARD EWA FROM WEST SWITCH STAND, AND JUST
 TU0625'INSIDE FENCE LINE.  MARKED BY A UNITED STATES ENGINEERS
 TU0625'RECTANGULAR BRONZE PLATE SET IN 4-INCH SOIL PIPE, AND STAMPED
 TU0625'GILBERT.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU0625
 TU0625                          STATION RECOVERY (1953)
 TU0625
 TU0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 TU0625'STATION FOUND IN GOOD CONDITION.  MARKED BY TERRITORY WITH A TYPE
 TU0625'A SIGNAL AND STAMPED GILBERT.
 TU0625
 TU0625                          STATION RECOVERY (1955)
 TU0625
 TU0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU0625'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TU0625'
 TU0625'GILBERT SIDING, FENCE LINE, AND WEST SWITCH ARE NOW GONE.  A NEW
 TU0625'DESCRIPTION FOLLOWS--0.8 OF A MILE NORTHWEST ALONG THE OAHU RAILWAY
 TU0625'AND LAND COMPANY ABANDONED RAILWAY TRACKS, FROM THE CROSSING OF THE
 TU0625'ROAD LEADING DOWN TO THE HONOLULU MAGNETIC OBSERVATORY, 96 FEET
 TU0625'EAST OF HAWAIIAN POWER CO. POLE NO. 9, 36.5 FEET SOUTH OF THE
 TU0625'CENTERLINE OF THE ABANDONED TRACK, AND NEAR THE NORTHWEST CORNER
 TU0625'OF THE OLD GILBERT FARM.  A PERMANENT A TYPE TERRITORIAL RED
 TU0625'AND WHITE SURVEY SIGNAL WAS CENTERED OVER THE MARK.
 TU0625
 TU0625                          STATION RECOVERY (1956)
 TU0625
 TU0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU0625'STATION IS ON OAHU I., ABOUT 4 MILES WEST OF EWA AND ABOUT 2 MILES
 TU0625'NORTH OF BARBERS POINT, APPROXIMATELY 35 FEET SOUTH OF OAHU
 TU0625'R.R. TRACK AND 180 FT EAST OF INTERSECTION OF RR TRACK AND DIRT
 TU0625'ROAD.  IT IS ON A GRASSY TRIANGLE FORMED BY ROAD INTERSECTION AND
 TU0625'IS A TYPE 14 A SIGNAL.
 TU0625
 TU0625                          STATION RECOVERY (1963)
 TU0625
 TU0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0625'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, ALTHOUGH THE
 TU0625'HAWAII TERRITORY SURVEY TYPE A SIGNAL HAS SETTLED AND THE TARGET IS
 TU0625'SLIGHTLY OUT OF PLUMB.  TWO NEW REFERENCE MARKS, NUMBERS ONE AND
 TU0625'TWO, WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU0625'
 TU0625'STATION IS LOCATED ABOUT 4 MILES AIRLINE WEST OF EWA AND 1 MILE
 TU0625'WEST-NORTHWEST FROM THE WESTERN END OF BARBERS POINT NAVAL AIR
 TU0625'STATION, ALONG THE SOUTH SIDE OF THE OLD RAILROAD TRACKS, AT A
 TU0625'T-JUNCTION OF POWER LINES, AT THE NORTHWEST CORNER OF A PIGGERY,
 TU0625'AND 0.2 MILE WEST OF RAILROAD BRIDGE NO. 28A.
 TU0625'
 TU0625'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 75,
 TU0625'ABOUT 1-1/2 MILES WEST OF WAIPAHU, GO WESTERLY ON STATE HIGHWAY
 TU0625'90 FOR 5.7 MILES TO SIGN ON LEFT JAMES CAMPBELL INDUSTRIAL
 TU0625'PARK.  TURN LEFT AND FOLLOW PAVED ROAD FOR 0.3 MILE TO
 TU0625'CROSSROAD.  TURN RIGHT AND GO 0.45 MILE TO CROSSROAD.  TURN LEFT
 TU0625'AND GO 0.4 MILE TO RAILROAD TRACKS.  CROSS TRACKS, TURN RIGHT,
 TU0625'AND GO WEST ALONG SOUTH SIDE OF TRACKS FOR 0.25 MILE TO STATION.
 TU0625'
 TU0625'STATION MARK IS A 3 X 4-INCH BRASS PLATE, STAMPED U S ENG GILBERT,
 TU0625'SET IN CONCRETE IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 1
 TU0625'FOOT ABOVE THE MASS OF CONCRETE IN WHICH IT IS SET.  IT IS 38.3
 TU0625'FEET SOUTH OF CENTER LINE OF RAILROAD TRACKS, 9.0 FEET EAST OF
 TU0625'BASE OF POWER POLE GUYWIRE, 38.6 FEET EAST-SOUTHEAST OF A POWER
 TU0625'POLE, IN A SMALL, GRASSY TRIANGLE, AND DIRECTLY UNDER THE
 TU0625'EAST-WEST POWER LINE.  THE CONCRETE FLOOR OF THE HAWAII
 TU0625'TERRITORY SURVEY SIGNAL IS 4 FEET ABOVE GROUND AND THE METAL
 TU0625'TARGET EXTENDS 7 FEET ABOVE IT.
 TU0625'
 TU0625'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GILBERT NO
 TU0625'1 1927 1963, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU0625'MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 3 FEET
 TU0625'NORTHWEST OF THE FENCE, 16 FEET SOUTHEAST OF CENTER LINE OF TRACK
 TU0625'ROAD AND AT ABOUT SAME ELEVATION AS STATION.
 TU0625'
 TU0625'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GILBERT NO
 TU0625'2 1927 1963, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU0625'THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS 2.2 FEET NORTH OF A
 TU0625'POWER POLE, 35 FEET SOUTH OF SOUTH RAIL OF RAILROAD, 16.0 FEET
 TU0625'SOUTHEAST OF A CHISELED SQUARE ON THE SOUTHEAST CORNER OF A
 TU0625'CONCRETE CULVERT, WITH BM 1 66.59 PAINTED BY IT, AND 11 FEET
 TU0625'EAST OF A CENTER OF CANE FIELD DITCH.
 TU0625
 TU0625                          STATION RECOVERY (1963)
 TU0625
 TU0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TU0625'4.6 MI W FROM EWA.
 TU0625'4.6 MILES WEST ON ROAD ALONG NORTH SIDE OF THE ABANDONED OAHU RAILWAY
 TU0625'AND LAND CO. RAILROAD BED, 0.2 MILE WEST OF RAILROAD BRIDGE NO. 28A,
 TU0625'38.3 FEET SOUTH OF CENTER LINE OF RAILROAD BED, 38.6 FEET
 TU0625'EAST-SOUTHEAST OF A POWER POLE, 9.0 FEET EAST OF THE BASE OF A GUY
 TU0625'WIRE ON THE POWER POLE, NEAR THE NORTHWEST CORNER OF A PIG-YARD, IN A
 TU0625'SMALL, GRASSY TRIANGLE FORMED BY THE T-INTERSECTION OF FIELD ROADS,
 TU0625'DIRECTLY UNDER A POWER LINE, CEMENTED IN THE TOP OF A 4-INCH SOIL PIPE
 TU0625'THAT PROJECTS 1 FOOT ABOVE THE MASS OF CEMENT IN WHICH IT IS SET.
 TU0625'NOTE-- THERE IS A HAWAII TERRITORIAL SURVEY TYPE A STRUCTURE BUILT
 TU0625'OVER THE MARK.  THIS CONSISTS OF A 5-FOOT-SQUARE, CONCRETE PLATFORM,
 TU0625'SUPPORTED 4 FEET ABOVE THE GROUND BY STONE AND MORTAR WALLS AT THE
 TU0625'NORTH AND SOUTH SIDES.  A RED AND WHITE PIPE TARGET EXTENDS ABOUT 6
 TU0625'FEET ABOVE THE PLATFORM.
 TU0625
 TU0625                          STATION RECOVERY (1967)
 TU0625
 TU0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0625'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1963 RECOVERY NOTE
 TU0625'AND ALL MARKS REMAIN IN GOOD CONDITION.  THE STATION WAS OCCUPIED
 TU0625'FOR VERTICAL ANGLE OBSERVATIONS ONLY.
 TU0625'
 TU0625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0625'4 MILES WEST OF EWA.
 TU0625
 TU0625                          STATION RECOVERY (1969)
 TU0625
 TU0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0625'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 TU0625'IN 1963, AND FOUND TO BE IN GOOD CONDITION.
 TU0625'
 TU0625'A GEODIMETER TRAVERSE WAS MADE BETWEEN GILBERT 1927 AND PALAILAI
 TU0625'1873 1927.
 TU0625'
 TU0625'GEODIMETER DISTANCE 1653.440 METERS OR (5424.61) FT.
 TU0625'
 TU0625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0625'4 MILES WEST OF EWA.
 TU0625
 TU0625                          STATION RECOVERY (1969)
 TU0625
 TU0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0705 ***********************************************************************
 TU0705  DESIGNATION -  GKR 9
 TU0705  PID         -  TU0705
 TU0705  STATE/COUNTY-  HI/KAUAI
 TU0705  USGS QUAD   -  KEKAHA (1983)
 TU0705
 TU0705                         *CURRENT SURVEY CONTROL
 TU0705  ___________________________________________________________________
 TU0705* NAD 83(1993)-  22 01 34.50324(N)    159 46 56.05318(W)     ADJUSTED  
 TU0705* LOCAL TIDAL -        15.176  (meters)      49.79   (feet)  ADJ UNCH  
 TU0705  ___________________________________________________________________
 TU0705  EPOCH DATE  -        1993.62
 TU0705  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 TU0705  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU0705
 TU0705  HORZ ORDER  -  SECOND
 TU0705  VERT ORDER  -  SECOND    CLASS 0
 TU0705
 TU0705.The horizontal coordinates were established by classical geodetic methods
 TU0705.and adjusted by the National Geodetic Survey in December 1998..
 TU0705.The horizontal coordinates are valid at the epoch date displayed above.
 TU0705.The epoch date for horizontal control is a decimal equivalence
 TU0705.of Year/Month/Day.
 TU0705
 TU0705.The orthometric height was key entered from printed documents
 TU0705.and not key verified.
 TU0705
 TU0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0705
 TU0705.The geoid height was determined by GEOID03.
 TU0705
 TU0705;                    North         East     Units Scale Factor Converg.
 TU0705;SPC HI 4     -    21,388.334   470,861.174   MT  1.00000049   -0 06 21.1
 TU0705;UTM  04      - 2,435,939.253   419,269.891   MT  0.99968053   -0 17 36.2
 TU0705
 TU0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0705!SPC HI 4     -   0.99999507  x   1.00000049  =   0.99999556
 TU0705!UTM  04      -   0.99999507  x   0.99968053  =   0.99967561
 TU0705
 TU0705                          SUPERSEDED SURVEY CONTROL
 TU0705
 TU0705  NAD 83(1986)-  22 01 34.46832(N)    159 46 56.07895(W) AD(       ) 2
 TU0705  OLD HI      -  22 01 45.74452(N)    159 47 06.12285(W) AD(       ) 2
 TU0705
 TU0705.Superseded values are not recommended for survey control.
 TU0705.NGS no longer adjusts projects to the OLD HI datum.
 TU0705.See file dsdata.txt to determine how the superseded data were derived.
 TU0705
 TU0705_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1927035939(NAD 83)
 TU0705_MARKER: Z = SEE DESCRIPTION
 TU0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0705_SP_SET: TOWER
 TU0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0705
 TU0705  HISTORY     - Date     Condition        Report By
 TU0705  HISTORY     - 1968     MONUMENTED       CGS
 TU0705  HISTORY     - 1968     GOOD             NGS
 TU0705  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0705
 TU0705                          STATION DESCRIPTION
 TU0705
 TU0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0705'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0705'FACILITY, GO SOUTH ON NOHILI ROAD SOUTH FOR 0.2 MILE TO PALA
 TU0705'PLACE.  TURN LEFT AND GO EAST ON PALA PLACE FOR 0.05 MILE TO
 TU0705'KALANAMAHIKI PLACE SOUTH.  TURN RIGHT AND GO SOUTH ON KALANAMAHIKI
 TU0705'PLACE SOUTH FOR 0.2 MILE TO LALANA PLACE.  TURN RIGHT AND GO WEST
 TU0705'ON LALANA PLACE FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 TU0705'
 TU0705'THE STATION IS THE CENTER OF THE PEDESTAL OF A RADAR MOUNTED
 TU0705'ATOP A 4-LEGGED STEEL TOWER, ABOUT 20 FEET EAST OF THE EAST WALL
 TU0705'OF BUILDING NO. 106.
 TU0705'
 TU0705'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CANE
 TU0705'1965, DISTANCE BEING 23.228 METERS (76.207 FEET) SOUTHWEST OF
 TU0705'STATION CANE.
 TU0705
 TU0705                          STATION RECOVERY (1968)
 TU0705
 TU0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0705'IN BARKING SANDS PMRF.
 TU0705'0.2 MILE SOUTH ALONG NOHILI ROAD SOUTH FROM THE MAIN GATE OF THE
 TU0705'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE EAST
 TU0705'ALONG PALA PLACE, THENCE 0.2 MILE SOUTH ALONG KALANAMAHIKI PLACE
 TU0705'SOUTH, THENCE 0.05 MILE WEST ALONG LALANA PLACE.  AN ELEVATION WAS
 TU0705'ESTABLISHED ON THE HORIZONTAL AXIS OF A RADAR MOUNTED ATOP A
 TU0705'FOUR-LEGGED STEEL TOWER, ABOUT 20 FEET EAST OF THE EAST WALL OF
 TU0705'BUILDING NO. 106.
 TU0705
 TU0705                          STATION RECOVERY (1983)
 TU0705
 TU0705'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0705'STATION DESTROYED, PEDESTAL AND RADAR HAS BEEN REMOVED, TOWER
 TU0705'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1587 ***********************************************************************
 TU1587  DESIGNATION -  GLO
 TU1587  PID         -  TU1587
 TU1587  STATE/COUNTY-  HI/HONOLULU
 TU1587  USGS QUAD   -  KAENA (1983)
 TU1587
 TU1587                         *CURRENT SURVEY CONTROL
 TU1587  ___________________________________________________________________
 TU1587* NAD 83(1993)-  21 33 39.32909(N)    158 14 18.65835(W)     ADJUSTED  
 TU1587* LOCAL TIDAL -       405.     (meters)    1329.     (feet)  SCALED    
 TU1587  ___________________________________________________________________
 TU1587  EPOCH DATE  -        1993.62
 TU1587  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 TU1587  GEOID HEIGHT-          14.77  (meters)                     GEOID03
 TU1587
 TU1587  HORZ ORDER  -  SECOND
 TU1587
 TU1587.The horizontal coordinates were established by classical geodetic methods
 TU1587.and adjusted by the National Geodetic Survey in December 1998..
 TU1587.The horizontal coordinates are valid at the epoch date displayed above.
 TU1587.The epoch date for horizontal control is a decimal equivalence
 TU1587.of Year/Month/Day.
 TU1587
 TU1587.The orthometric height was scaled from a topographic map.
 TU1587
 TU1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1587
 TU1587.The geoid height was determined by GEOID03.
 TU1587
 TU1587;                    North         East     Units Scale Factor Converg.
 TU1587;SPC HI 3     -    43,671.421   475,295.401   MT  0.99999754   -0 05 15.6
 TU1587;UTM  04      - 2,384,421.320   578,842.363   MT  0.99967681   +0 16 47.5
 TU1587
 TU1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1587!SPC HI 3     -   0.99993403  x   0.99999754  =   0.99993157
 TU1587!UTM  04      -   0.99993403  x   0.99967681  =   0.99961086
 TU1587
 TU1587|---------------------------------------------------------------------|
 TU1587| PID    Reference Object                     Distance      Geod. Az  |
 TU1587|                                                           dddmmss.s |
 TU1587| TU1581 WATER                               247.044 METERS 10626     |
 TU1587| TU1584 ANGLE ECC 1960                      432.563 METERS 3393308.8 |
 TU1587| TU1583 BORE                                392.446 METERS 35839     |
 TU1587|---------------------------------------------------------------------|
 TU1587
 TU1587                          SUPERSEDED SURVEY CONTROL
 TU1587
 TU1587  NAD 83(1986)-  21 33 39.27794(N)    158 14 18.67014(W) AD(       ) 2
 TU1587
 TU1587.Superseded values are not recommended for survey control.
 TU1587.NGS no longer adjusts projects to the OLD HI datum.
 TU1587.See file dsdata.txt to determine how the superseded data were derived.
 TU1587
 TU1587_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7884284421(NAD 83)
 TU1587_MARKER: DS = TRIANGULATION STATION DISK
 TU1587_SETTING: 0 = UNSPECIFIED SETTING
 TU1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU1587
 TU1587  HISTORY     - Date     Condition        Report By
 TU1587  HISTORY     - 1965     MONUMENTED       CGS
 TU1587
 TU1587                          STATION DESCRIPTION
 TU1587
 TU1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1587'STATION IS LOCATED ON NORTHWEST CORNER OF OAHU, AT THE KAENA POINT
 TU1587'TRACKING STATION, ON THE FLAT, BUILDING-COVERED AREA IMMEDIATELY
 TU1587'EAST OF AND ABOVE THE HEADQUARTERS BUILDING.
 TU1587'
 TU1587'TO REACH STATION FROM THE GUARD GATE AT ENTRANCE TO THE PREMISES, GO
 TU1587'EAST 0.2 MILE TO FORK.  TAKE RIGHT FORK, PASSING THROUGH GATE, AND
 TU1587'FOLLOW MACADAM ROAD, WHICH WINDS UP BEHIND THE HEADQUARTERS
 TU1587'BUILDING, FOR 0.2 MILE TO STATION.
 TU1587'
 TU1587'STATION MARK IS A STANDARD DISK STAMPED GLO 1965, CEMENTED IN A DRILL
 TU1587'HOLE IN THE SOUTHWEST CORNER OF A LARGE, CONCRETE PAD, ON WHICH IS
 TU1587'MOUNTED A RADAR DOME.  IT IS 9 FEET EAST OF EDGE OF ROAD, ABOUT 85
 TU1587'FEET EAST OF THE PROMINENT, WHITE, DISH-SHAPED ANTENNA, AND ABOUT
 TU1587'MIDWAY BETWEEN THE 2 LARGE BUILDINGS ON THE FLAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0721 ***********************************************************************
 TU0721  DESIGNATION -  GMD BORESIGHT TARGET
 TU0721  PID         -  TU0721
 TU0721  STATE/COUNTY-  HI/KAUAI
 TU0721  USGS QUAD   -  KEKAHA (1983)
 TU0721
 TU0721                         *CURRENT SURVEY CONTROL
 TU0721  ___________________________________________________________________
 TU0721* NAD 83(1986)-  22 01 27.     (N)    159 47 08.     (W)     SCALED    
 TU0721* LOCAL TIDAL -         4.241  (meters)      13.91   (feet)  ADJ UNCH  
 TU0721  ___________________________________________________________________
 TU0721  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0721
 TU0721  VERT ORDER  -  SECOND    CLASS 0
 TU0721
 TU0721.The horizontal coordinates were scaled from a topographic map and have
 TU0721.an estimated accuracy of +/- 6 seconds.
 TU0721
 TU0721.The orthometric height was key entered from printed documents
 TU0721.and not key verified.
 TU0721
 TU0721.The geoid height was determined by GEOID03.
 TU0721
 TU0721;                    North         East    Units  Estimated Accuracy
 TU0721;SPC HI 4     -    21,160.      470,520.      MT  (+/- 180 meters Scaled)
 TU0721
 TU0721                          SUPERSEDED SURVEY CONTROL
 TU0721
 TU0721.No superseded survey control is available for this station.
 TU0721
 TU0721_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK189357(NAD 83)
 TU0721_MARKER: DB = BENCH MARK DISK
 TU0721_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0721+WITH SETTING: INTO GROUND
 TU0721_STAMPING: GMD BORESIGHT TARGET 324202 1965
 TU0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0721+STABILITY: SURFACE MOTION
 TU0721
 TU0721  HISTORY     - Date     Condition        Report By
 TU0721  HISTORY     - 1965     MONUMENTED       CGS
 TU0721
 TU0721                          STATION DESCRIPTION
 TU0721
 TU0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0721'7.95 MI NW FROM KEKAHA.
 TU0721'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0721'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0721'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0721'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0721'THENCE 0.1 MILE SOUTH, 90 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 TU0721'CABLE TRAY, 62 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 TU0721'INSTRUMENTATION VAN PAD AND 1 FOOT NORTH OF THE TARGET POLE. THE MARK
 TU0721'IS A BRONZE DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 TU0721'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0732 ***********************************************************************
 TU0732  DESIGNATION -  GMD BORESIGHT TARGET
 TU0732  PID         -  TU0732
 TU0732  STATE/COUNTY-  HI/KAUAI
 TU0732  USGS QUAD   -  KEKAHA (1983)
 TU0732
 TU0732                         *CURRENT SURVEY CONTROL
 TU0732  ___________________________________________________________________
 TU0732* NAD 83(1986)-  22 01 27.     (N)    159 47 08.     (W)     SCALED    
 TU0732* LOCAL TIDAL -        24.861  (meters)      81.56   (feet)  ADJ UNCH  
 TU0732  ___________________________________________________________________
 TU0732  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0732
 TU0732  VERT ORDER  -  SECOND    CLASS 0
 TU0732
 TU0732.The horizontal coordinates were scaled from a topographic map and have
 TU0732.an estimated accuracy of +/- 6 seconds.
 TU0732
 TU0732.The orthometric height was key entered from printed documents
 TU0732.and not key verified.
 TU0732
 TU0732.The geoid height was determined by GEOID03.
 TU0732
 TU0732;                    North         East    Units  Estimated Accuracy
 TU0732;SPC HI 4     -    21,160.      470,520.      MT  (+/- 180 meters Scaled)
 TU0732
 TU0732                          SUPERSEDED SURVEY CONTROL
 TU0732
 TU0732.No superseded survey control is available for this station.
 TU0732
 TU0732_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK189357(NAD 83)
 TU0732_MARKER: Z = SEE DESCRIPTION
 TU0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0732_SP_SET: POLE
 TU0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0732
 TU0732  HISTORY     - Date     Condition        Report By
 TU0732  HISTORY     - UNK      MONUMENTED       CGS
 TU0732  HISTORY     - 1965     GOOD             NGS
 TU0732
 TU0732                          STATION DESCRIPTION
 TU0732
 TU0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0732'7.95 MI NW FROM KEKAHA.
 TU0732'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0732'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0732'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0732'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0732'THENCE 0.1 MILE SOUTH.  THE POINT LEVELED TO IS A CROSS ON A METAL ROD
 TU0732'WHICH PROJECTS FROM THE CENTER OF A GRAY METAL DISH WHICH IS SET NEAR
 TU0732'THE TOP OF A LARGE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2059 ***********************************************************************
 TU2059  DESIGNATION -  GMD RADAR 1968
 TU2059  PID         -  TU2059
 TU2059  STATE/COUNTY-  HI/KAUAI
 TU2059  USGS QUAD   -  KEKAHA (1983)
 TU2059
 TU2059                         *CURRENT SURVEY CONTROL
 TU2059  ___________________________________________________________________
 TU2059* NAD 83(1993)-  22 02 00.33639(N)    159 46 57.78032(W)     ADJUSTED  
 TU2059* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU2059  ___________________________________________________________________
 TU2059  EPOCH DATE  -        1993.62
 TU2059  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 TU2059  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2059
 TU2059  HORZ ORDER  -  SECOND
 TU2059
 TU2059.The horizontal coordinates were established by classical geodetic methods
 TU2059.and adjusted by the National Geodetic Survey in December 1998..
 TU2059.The horizontal coordinates are valid at the epoch date displayed above.
 TU2059.The epoch date for horizontal control is a decimal equivalence
 TU2059.of Year/Month/Day.
 TU2059
 TU2059.The orthometric height was scaled from a topographic map.
 TU2059
 TU2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2059
 TU2059.The geoid height was determined by GEOID03.
 TU2059
 TU2059;                    North         East     Units Scale Factor Converg.
 TU2059;SPC HI 4     -    22,183.015   470,813.113   MT  1.00000052   -0 06 21.8
 TU2059;UTM  04      - 2,436,733.832   419,224.446   MT  0.99968062   -0 17 37.1
 TU2059
 TU2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2059!SPC HI 4     -   0.99999667  x   1.00000052  =   0.99999719
 TU2059!UTM  04      -   0.99999667  x   0.99968062  =   0.99967730
 TU2059
 TU2059                          SUPERSEDED SURVEY CONTROL
 TU2059
 TU2059  NAD 83(1986)-  22 02 00.30140(N)    159 46 57.80613(W) AD(       ) 2
 TU2059  OLD HI      -  22 02 11.57934(N)    159 47 07.85113(W) AD(       ) 2
 TU2059
 TU2059.Superseded values are not recommended for survey control.
 TU2059.NGS no longer adjusts projects to the OLD HI datum.
 TU2059.See file dsdata.txt to determine how the superseded data were derived.
 TU2059
 TU2059_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1922436734(NAD 83)
 TU2059
 TU2059  HISTORY     - Date     Condition        Report By
 TU2059  HISTORY     - 1968     MONUMENTED       CGS
 TU2059  HISTORY     - 1983     GOOD             USPSQD
 TU2059
 TU2059                          STATION DESCRIPTION
 TU2059
 TU2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU2059'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU2059'FACILITY, GO WEST AND NORTH ON OLA KA MOI ROAD FOR 0.5 MILE TO
 TU2059'THE U.S. WEATHER BUREAU STATION.
 TU2059'
 TU2059'THE STATION IS THE TOP AND CENTER OF THE PEDESTAL OF A RADAR
 TU2059'IN A FIBERGLASS DOME ATOP A WOODEN TOWER AT THE NORTHEAST
 TU2059'CORNER OF THE WEATHER STATION.
 TU2059'
 TU2059'A TRAVERSE CONNECTION WAS MADE TO AN A POINT JUST OUTSIDE THE
 TU2059'DOOR OF THE FIBERGLASS DOME, DISTANCE BEING 3.227 METERS OR
 TU2059'10.59 FEET EAST-SOUTHEAST OF THE A POINT.
 TU2059
 TU2059                          STATION RECOVERY (1983)
 TU2059
 TU2059'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2059'STATION RECOVERED GOOD - RADOME IN PLACE ON WEATHER STATION BLDG.
 TU2059'AS DESCRIBED BY FLJ 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0713 ***********************************************************************
 TU0713  DESIGNATION -  GMD RADAR 321201 AXIS
 TU0713  PID         -  TU0713
 TU0713  STATE/COUNTY-  HI/KAUAI
 TU0713  USGS QUAD   -  KEKAHA (1983)
 TU0713
 TU0713                         *CURRENT SURVEY CONTROL
 TU0713  ___________________________________________________________________
 TU0713* NAD 83(1986)-  22 01 31.     (N)    159 47 05.     (W)     SCALED    
 TU0713* LOCAL TIDAL -         7.862  (meters)      25.79   (feet)  ADJ UNCH  
 TU0713  ___________________________________________________________________
 TU0713  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0713
 TU0713  VERT ORDER  -  SECOND    CLASS 0
 TU0713
 TU0713.The horizontal coordinates were scaled from a topographic map and have
 TU0713.an estimated accuracy of +/- 6 seconds.
 TU0713
 TU0713.The orthometric height was key entered from printed documents
 TU0713.and not key verified.
 TU0713
 TU0713.The geoid height was determined by GEOID03.
 TU0713
 TU0713;                    North         East    Units  Estimated Accuracy
 TU0713;SPC HI 4     -    21,280.      470,600.      MT  (+/- 180 meters Scaled)
 TU0713
 TU0713                          SUPERSEDED SURVEY CONTROL
 TU0713
 TU0713.No superseded survey control is available for this station.
 TU0713
 TU0713_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190358(NAD 83)
 TU0713_MARKER: DB = BENCH MARK DISK
 TU0713_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0713_SP_SET: RADAR
 TU0713_STAMPING: GMD RADAR 321201 1965
 TU0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0713
 TU0713  HISTORY     - Date     Condition        Report By
 TU0713  HISTORY     - 1965     MONUMENTED       CGS
 TU0713
 TU0713                          STATION DESCRIPTION
 TU0713
 TU0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0713'7.9 MI NW FROM KEKAHA.
 TU0713'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0713'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0713'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0713'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0713'THENCE 0.05 MILE SOUTH, 68 1/2 FEET SOUTHEAST OF A METAL LIGHT POLE,
 TU0713'35 FEET EAST OF THE WEST EDGE OF THE INSTRUMENTATION VAN PAD, 34 1/2
 TU0713'FEET WEST OF A CABLE TRAY.  THE MARK IS A BRONZE DISK SET DIRECTLY
 TU0713'BELOW THE CENTER OF THE GMD RADAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0717 ***********************************************************************
 TU0717  DESIGNATION -  GMD RADAR 321201 AXIS
 TU0717  PID         -  TU0717
 TU0717  STATE/COUNTY-  HI/KAUAI
 TU0717  USGS QUAD   -  KEKAHA (1983)
 TU0717
 TU0717                         *CURRENT SURVEY CONTROL
 TU0717  ___________________________________________________________________
 TU0717* NAD 83(1986)-  22 01 31.     (N)    159 47 05.     (W)     SCALED    
 TU0717* LOCAL TIDAL -         4.397  (meters)      14.43   (feet)  ADJ UNCH  
 TU0717  ___________________________________________________________________
 TU0717  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0717
 TU0717  VERT ORDER  -  SECOND    CLASS 0
 TU0717
 TU0717.The horizontal coordinates were scaled from a topographic map and have
 TU0717.an estimated accuracy of +/- 6 seconds.
 TU0717
 TU0717.The orthometric height was key entered from printed documents
 TU0717.and not key verified.
 TU0717
 TU0717.The geoid height was determined by GEOID03.
 TU0717
 TU0717;                    North         East    Units  Estimated Accuracy
 TU0717;SPC HI 4     -    21,280.      470,600.      MT  (+/- 180 meters Scaled)
 TU0717
 TU0717                          SUPERSEDED SURVEY CONTROL
 TU0717
 TU0717.No superseded survey control is available for this station.
 TU0717
 TU0717_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190358(NAD 83)
 TU0717_MARKER: Z = SEE DESCRIPTION
 TU0717_SETTING: 0 = UNSPECIFIED SETTING
 TU0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0717
 TU0717  HISTORY     - Date     Condition        Report By
 TU0717  HISTORY     - UNK      MONUMENTED       CGS
 TU0717  HISTORY     - 1965     GOOD             NGS
 TU0717
 TU0717                          STATION DESCRIPTION
 TU0717
 TU0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0717'7.9 MI NW FROM KEKAHA.
 TU0717'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0717'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0717'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0717'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0717'THENCE 0.05 MILE SOUTH, 68 1/2 FEET SOUTHEAST OF A METAL LIGHT POLE,
 TU0717'35 FEET EAST OF THE WEST EDGE OF THE INSTRUMENTATION VAN PAD, 34 1/2
 TU0717'FEET WEST OF A CABLE TRAY.  THE RADAR IS LOCATED ON THE FRONT OF VAN
 TU0717'PMR 97-15027.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0712 ***********************************************************************
 TU0712  DESIGNATION -  GMD RADAR 321202
 TU0712  PID         -  TU0712
 TU0712  STATE/COUNTY-  HI/KAUAI
 TU0712  USGS QUAD   -  KEKAHA (1983)
 TU0712
 TU0712                         *CURRENT SURVEY CONTROL
 TU0712  ___________________________________________________________________
 TU0712* NAD 83(1993)-  22 01 59.75766(N)    159 46 58.28162(W)     ADJUSTED  
 TU0712* LOCAL TIDAL -         2.979  (meters)       9.77   (feet)  ADJ UNCH  
 TU0712  ___________________________________________________________________
 TU0712  EPOCH DATE  -        1993.62
 TU0712  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 TU0712  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0712
 TU0712  HORZ ORDER  -  SECOND
 TU0712  VERT ORDER  -  SECOND    CLASS 0
 TU0712
 TU0712.The horizontal coordinates were established by classical geodetic methods
 TU0712.and adjusted by the National Geodetic Survey in December 1998..
 TU0712.The horizontal coordinates are valid at the epoch date displayed above.
 TU0712.The epoch date for horizontal control is a decimal equivalence
 TU0712.of Year/Month/Day.
 TU0712
 TU0712.The orthometric height was key entered from printed documents
 TU0712.and not key verified.
 TU0712
 TU0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0712
 TU0712.The geoid height was determined by GEOID03.
 TU0712
 TU0712;                    North         East     Units Scale Factor Converg.
 TU0712;SPC HI 4     -    22,165.240   470,798.704   MT  1.00000053   -0 06 22.0
 TU0712;UTM  04      - 2,436,716.111   419,209.983   MT  0.99968064   -0 17 37.3
 TU0712
 TU0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0712!SPC HI 4     -   0.99999699  x   1.00000053  =   0.99999752
 TU0712!UTM  04      -   0.99999699  x   0.99968064  =   0.99967763
 TU0712
 TU0712                          SUPERSEDED SURVEY CONTROL
 TU0712
 TU0712  NAD 83(1986)-  22 01 59.72268(N)    159 46 58.30744(W) AD(       ) 2
 TU0712  OLD HI      -  22 02 11.00060(N)    159 47 08.35240(W) AD(       ) 2
 TU0712
 TU0712.Superseded values are not recommended for survey control.
 TU0712.NGS no longer adjusts projects to the OLD HI datum.
 TU0712.See file dsdata.txt to determine how the superseded data were derived.
 TU0712
 TU0712_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1921036716(NAD 83)
 TU0712_MARKER: DB = BENCH MARK DISK
 TU0712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0712_SP_SET: PAD
 TU0712_STAMPING: GMD RADAR 1966
 TU0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0712
 TU0712  HISTORY     - Date     Condition        Report By
 TU0712  HISTORY     - 1966     MONUMENTED       CGS
 TU0712  HISTORY     - 1968     GOOD             NGS
 TU0712  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0712
 TU0712                          STATION DESCRIPTION
 TU0712
 TU0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU0712'0.15 MILE WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE AT
 TU0712'BONHAM AUXILIARY LANDING FIELD, THENCE 0.25 MILE SOUTHWEST ALONG
 TU0712'THE RIGHT FORK.
 TU0712'
 TU0712'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SILVER,
 TU0712'DISTANCE BEING 114.8016 METERS (376.645 FEET) SOUTH-SOUTHWEST OF
 TU0712'STATION SILVER.  THE MARK IS A PLAIN BRASS DISK, STAMPED GMD
 TU0712'RADAR 1966, CEMENTED IN A DRILL HOLE IN A 50 BY 50-FOOT CONCRETE
 TU0712'PAD.  IT IS 100 YARDS NORTHEAST OF THE ADMINISTRATION BUILDING,
 TU0712'29 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE PAD, 21.6
 TU0712'FEET SOUTH OF THE NORTHEAST CORNER OF THE PAD AND 5 FEET
 TU0712'WEST-NORTHWEST OF THE EAST EDGE OF THE PAD.
 TU0712'
 TU0712'NOTE--THE GMD RADAR IS TO BE POSITIONED OVER THIS POINT AT A
 TU0712'LATER DATE.
 TU0712
 TU0712                          STATION RECOVERY (1968)
 TU0712
 TU0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0712'IN BARKING SANDS PMRF.
 TU0712'0.5 MILE WEST AND NORTH ALONG OLA KA MOI ROAD FROM THE MAIN GATE OF
 TU0712'THE BARKING SANDS PACIFIC MISSILE RANGE FACILITY TO THE WEATHER BUREAU
 TU0712'STATION.  THE MARK IS SET IN A 50 BY 50-FOOT CONCRETE PAD, 29 FEET
 TU0712'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE PAD, 21.6 FEET SOUTH OF
 TU0712'THE NORTHEAST CORNER OF THE PAD AND 5 FEET WEST-NORTHWEST OF THE EAST
 TU0712'EDGE OF THE PAD, CEMENTED IN A DRILL HOLE AND FLUSH WITH THE SURFACE
 TU0712'OF THE PAD.
 TU0712
 TU0712                          STATION RECOVERY (1983)
 TU0712
 TU0712'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0712'NOT FOUND GMD RADAR 321202 IS GONE.  STATION GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0716 ***********************************************************************
 TU0716  DESIGNATION -  GMD RADAR AXIS
 TU0716  PID         -  TU0716
 TU0716  STATE/COUNTY-  HI/KAUAI
 TU0716  USGS QUAD   -  KEKAHA (1983)
 TU0716
 TU0716                         *CURRENT SURVEY CONTROL
 TU0716  ___________________________________________________________________
 TU0716* NAD 83(1986)-  22 02 00.     (N)    159 46 58.     (W)     SCALED    
 TU0716* LOCAL TIDAL -        13.238  (meters)      43.43   (feet)  ADJ UNCH  
 TU0716  ___________________________________________________________________
 TU0716  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0716
 TU0716  VERT ORDER  -  SECOND    CLASS 0
 TU0716
 TU0716.The horizontal coordinates were scaled from a topographic map and have
 TU0716.an estimated accuracy of +/- 6 seconds.
 TU0716
 TU0716.The orthometric height was key entered from printed documents
 TU0716.and not key verified.
 TU0716
 TU0716.The geoid height was determined by GEOID03.
 TU0716
 TU0716;                    North         East    Units  Estimated Accuracy
 TU0716;SPC HI 4     -    22,170.      470,810.      MT  (+/- 180 meters Scaled)
 TU0716
 TU0716                          SUPERSEDED SURVEY CONTROL
 TU0716
 TU0716.No superseded survey control is available for this station.
 TU0716
 TU0716_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK192367(NAD 83)
 TU0716_MARKER: Z = SEE DESCRIPTION
 TU0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0716_SP_SET: TOWER
 TU0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0716
 TU0716  HISTORY     - Date     Condition        Report By
 TU0716  HISTORY     - UNK      MONUMENTED       CGS
 TU0716  HISTORY     - 1968     GOOD             NGS
 TU0716
 TU0716                          STATION DESCRIPTION
 TU0716
 TU0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0716'IN BARKING SANDS PMRF.
 TU0716'0.5 MILE WEST AND NORTH ALONG OLA KA MOI ROAD FROM THE MAIN GATE OF
 TU0716'THE BARKING SANDS PACIFIC MISSILE RANGE FACILITY, TO THE U.S. WEATHER
 TU0716'BUREAU STATION.  AN ELEVATION WAS ESTABLISHED ON THE HORIZONTAL AXIS
 TU0716'OF A RADAR INSIDE A FIBERGLASS DOME ATOP A WOODEN TOWER AT THE
 TU0716'NORTHWEST CORNER OF THE WEATHER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0714 ***********************************************************************
 TU0714  DESIGNATION -  GMD TARGET ANT
 TU0714  PID         -  TU0714
 TU0714  STATE/COUNTY-  HI/KAUAI
 TU0714  USGS QUAD   -  KEKAHA (1983)
 TU0714
 TU0714                         *CURRENT SURVEY CONTROL
 TU0714  ___________________________________________________________________
 TU0714* NAD 83(1993)-  22 01 58.48073(N)    159 46 55.78877(W)     ADJUSTED  
 TU0714* LOCAL TIDAL -        23.831  (meters)      78.19   (feet)  ADJ UNCH  
 TU0714  ___________________________________________________________________
 TU0714  EPOCH DATE  -        1993.62
 TU0714  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 TU0714  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU0714
 TU0714  HORZ ORDER  -  SECOND
 TU0714  VERT ORDER  -  SECOND    CLASS 0
 TU0714
 TU0714.The horizontal coordinates were established by classical geodetic methods
 TU0714.and adjusted by the National Geodetic Survey in December 1998..
 TU0714.The horizontal coordinates are valid at the epoch date displayed above.
 TU0714.The epoch date for horizontal control is a decimal equivalence
 TU0714.of Year/Month/Day.
 TU0714
 TU0714.The orthometric height was key entered from printed documents
 TU0714.and not key verified.
 TU0714
 TU0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0714
 TU0714.The geoid height was determined by GEOID03.
 TU0714
 TU0714;                    North         East     Units Scale Factor Converg.
 TU0714;SPC HI 4     -    22,125.832   470,870.120   MT  1.00000048   -0 06 21.1
 TU0714;UTM  04      - 2,436,676.481   419,281.246   MT  0.99968050   -0 17 36.4
 TU0714
 TU0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0714!SPC HI 4     -   0.99999371  x   1.00000048  =   0.99999419
 TU0714!UTM  04      -   0.99999371  x   0.99968050  =   0.99967422
 TU0714
 TU0714                          SUPERSEDED SURVEY CONTROL
 TU0714
 TU0714  NAD 83(1986)-  22 01 58.44570(N)    159 46 55.81451(W) AD(       ) 2
 TU0714  OLD HI      -  22 02 09.72387(N)    159 47 05.85944(W) AD(       ) 2
 TU0714
 TU0714.Superseded values are not recommended for survey control.
 TU0714.NGS no longer adjusts projects to the OLD HI datum.
 TU0714.See file dsdata.txt to determine how the superseded data were derived.
 TU0714
 TU0714_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1928136676(NAD 83)
 TU0714_MARKER: DB = BENCH MARK DISK
 TU0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0714_SP_SET: FOOTING
 TU0714_STAMPING: GMD TARGET ANT 1968
 TU0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0714
 TU0714  HISTORY     - Date     Condition        Report By
 TU0714  HISTORY     - 1968     MONUMENTED       CGS
 TU0714  HISTORY     - 1968     GOOD             CGS
 TU0714  HISTORY     - 1983     GOOD             USPSQD
 TU0714
 TU0714                          STATION DESCRIPTION
 TU0714
 TU0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0714'FROM THE MAIN GATE OF THE BARKING SAND PACIFIC MISSILE RANGE
 TU0714'FACILITY, GO WEST AND NORTH ON OLA KA MOI ROAD FOR 0.5 MILE
 TU0714'TO THE U.S. WEATHER BUREAU STATION.  TURN RIGHT AND GO EAST,
 TU0714'CROSS-COUNTRY, FOR 0.05 MILE TO THE STATION MARK.
 TU0714'
 TU0714'THE STATION MARK IS A PLAIN BRASS DISK, STAMPED GMD TARGET
 TU0714'ANT 1968, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF
 TU0714'A TALL WOODEN POLE.  IT IS PLUMBED UNDER THE CENTER OF A
 TU0714'SMALL DIPOLE THAT PROJECTS FROM THE CENTER OF A SMALL DISH AT
 TU0714'THE TOP OF THE POLE.
 TU0714
 TU0714                          STATION RECOVERY (1968)
 TU0714
 TU0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 TU0714'IN BARKING SANDS PMRF.
 TU0714'0.5 MILE WEST AND NORTH ALONG OLA KA MOI ROAD FROM THE MAIN GATE OF
 TU0714'THE BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE EAST,
 TU0714'CROSS-COUNTRY FOR ABOUT 100 YARDS, ABOUT 200 FEET EAST OF THE U.S.
 TU0714'WEATHER BUREAU STATION, PLUMBED UNDER THE CENTER OF A SMALL DIPOLE
 TU0714'THAT PROJECTS FROM THE CENTER OF A SMALL DISH MOUNTED AT THE TOP OF A
 TU0714'TALL WOODEN POLE AND CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING
 TU0714'OF THE POLE.
 TU0714
 TU0714                          STATION RECOVERY (1983)
 TU0714
 TU0714'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0714'GMD TARGET ANT RECOVERED GOOD RECOVERED AS DESCRIBED BY FLJ 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0715 ***********************************************************************
 TU0715  DESIGNATION -  GMD TARGET ANT AXIS
 TU0715  PID         -  TU0715
 TU0715  STATE/COUNTY-  HI/KAUAI
 TU0715  USGS QUAD   -  KEKAHA (1983)
 TU0715
 TU0715                         *CURRENT SURVEY CONTROL
 TU0715  ___________________________________________________________________
 TU0715* NAD 83(1986)-  22 01 59.     (N)    159 46 56.     (W)     SCALED    
 TU0715* LOCAL TIDAL -         4.135  (meters)      13.57   (feet)  ADJ UNCH  
 TU0715  ___________________________________________________________________
 TU0715  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU0715
 TU0715  VERT ORDER  -  SECOND    CLASS 0
 TU0715
 TU0715.The horizontal coordinates were scaled from a topographic map and have
 TU0715.an estimated accuracy of +/- 6 seconds.
 TU0715
 TU0715.The orthometric height was key entered from printed documents
 TU0715.and not key verified.
 TU0715
 TU0715.The geoid height was determined by GEOID03.
 TU0715
 TU0715;                    North         East    Units  Estimated Accuracy
 TU0715;SPC HI 4     -    22,140.      470,860.      MT  (+/- 180 meters Scaled)
 TU0715
 TU0715                          SUPERSEDED SURVEY CONTROL
 TU0715
 TU0715.No superseded survey control is available for this station.
 TU0715
 TU0715_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK192366(NAD 83)
 TU0715_MARKER: Z = SEE DESCRIPTION
 TU0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0715_SP_SET: WOODEN POLE
 TU0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0715
 TU0715  HISTORY     - Date     Condition        Report By
 TU0715  HISTORY     - UNK      MONUMENTED       CGS
 TU0715  HISTORY     - 1968     GOOD             NGS
 TU0715
 TU0715                          STATION DESCRIPTION
 TU0715
 TU0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0715'IN BARKING SANDS PMRF.
 TU0715'0.05 MILE WEST AND NORTH ALONG OLA KA MOI ROAD FROM THE MAIN GATE OF
 TU0715'THE BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE ABOUT 100
 TU0715'YARDS EAST, CROSS-COUNTRY.  AN ELEVATION WAS ESTABLISHED ON THE CENTER
 TU0715'OF A SMALL DIPOLE PROJECTING FROM THE CENTER OF A SMALL DISH MOUNTED
 TU0715'AT THE TOP OF A TALL WOODEN POLE.  IT IS ABOUT 200 FEET EAST OF THE
 TU0715'U.S. WEATHER BUREAU STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0822 ***********************************************************************
 TU0822  FBN         -  This is a Federal Base Network Control Station.
 TU0822  DESIGNATION -  GOAT
 TU0822  PID         -  TU0822
 TU0822  STATE/COUNTY-  HI/KAUAI
 TU0822  USGS QUAD   -  MAKAHA POINT (1983)
 TU0822
 TU0822                         *CURRENT SURVEY CONTROL
 TU0822  ___________________________________________________________________
 TU0822* NAD 83(1993)-  22 07 55.85110(N)    159 43 25.16265(W)     ADJUSTED  
 TU0822* LOCAL TIDAL -       513.004  (meters)    1683.08   (feet)  ADJ UNCH  
 TU0822  ___________________________________________________________________
 TU0822  EPOCH DATE  -        1993.62
 TU0822  X           -  -5,545,155.459 (meters)                     COMP
 TU0822  Y           -  -2,048,612.922 (meters)                     COMP
 TU0822  Z           -   2,388,176.839 (meters)                     COMP
 TU0822  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 TU0822  ELLIP HEIGHT-         529.58  (meters)          (11/30/94) GPS OBS
 TU0822  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0822
 TU0822  HORZ ORDER  -  A
 TU0822  VERT ORDER  -  SECOND    CLASS 0
 TU0822  ELLP ORDER  -  THIRD     CLASS II
 TU0822
 TU0822.The horizontal coordinates were established by GPS observations
 TU0822.and adjusted by the National Geodetic Survey in November 1994..
 TU0822.The horizontal coordinates are valid at the epoch date displayed above.
 TU0822.The epoch date for horizontal control is a decimal equivalence
 TU0822.of Year/Month/Day.
 TU0822
 TU0822.The orthometric height was key entered from printed documents
 TU0822.and not key verified.
 TU0822
 TU0822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU0822
 TU0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0822
 TU0822.The ellipsoidal height was determined by GPS observations
 TU0822.and is referenced to NAD 83.
 TU0822
 TU0822.The geoid height was determined by GEOID03.
 TU0822
 TU0822;                    North         East     Units Scale Factor Converg.
 TU0822;SPC HI 4     -    33,108.035   476,926.423   MT  0.99999658   -0 05 03.3
 TU0822;UTM  04      - 2,447,635.205   425,371.576   MT  0.99966881   -0 16 21.5
 TU0822
 TU0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0822!SPC HI 4     -   0.99991678  x   0.99999658  =   0.99991336
 TU0822!UTM  04      -   0.99991678  x   0.99966881  =   0.99958561
 TU0822
 TU0822|---------------------------------------------------------------------|
 TU0822| PID    Reference Object                     Distance      Geod. Az  |
 TU0822|                                                           dddmmss.s |
 TU0822| TU0824 GOAT RM 1                            13.525 METERS 11430     |
 TU0822| TU0825 274204 MK                            14.133 METERS 17755     |
 TU0822| TU0827 274201 MK                            14.935 METERS 18018     |
 TU0822| TU0829 274206 MARK                          15.718 METERS 18026     |
 TU0822| TU0831 274203 MK                            15.786 METERS 18219     |
 TU0822| TU0833 274202 MK                            16.538 METERS 18244     |
 TU0822| TU0835 274205 MK                            17.394 METERS 18446     |
 TU0822| TU2007 LUCKY                               APPROX. 0.5 KM 2381528.6 |
 TU0822|---------------------------------------------------------------------|
 TU0822
 TU0822                          SUPERSEDED SURVEY CONTROL
 TU0822
 TU0822  NAD 83(1986)-  22 07 55.81723(N)    159 43 25.18910(W) AD(       ) 2
 TU0822  OLD HI      -  22 08 07.11360(N)    159 43 35.25010(W) AD(       ) 2
 TU0822
 TU0822.Superseded values are not recommended for survey control.
 TU0822.NGS no longer adjusts projects to the OLD HI datum.
 TU0822.See file dsdata.txt to determine how the superseded data were derived.
 TU0822
 TU0822_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2537247635(NAD 83)
 TU0822_MARKER: DD = SURVEY DISK
 TU0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0822_SP_SET: CONCRETE POST
 TU0822_STAMPING: GOAT 1967
 TU0822_MARK LOGO: CGS   
 TU0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0822+STABILITY: SURFACE MOTION
 TU0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0822+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU0822
 TU0822  HISTORY     - Date     Condition        Report By
 TU0822  HISTORY     - 1967     MONUMENTED       CGS
 TU0822  HISTORY     - 1967     GOOD             CGS
 TU0822  HISTORY     - 19930807 GOOD             NOS
 TU0822
 TU0822                          STATION DESCRIPTION
 TU0822
 TU0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0822'THE STATION IS LOCATED ON THE NORTH EDGE OF MAKAHA RIDGE,
 TU0822'ABOUT 11.2 MILES NORTH OF KEKAHA, 4.1 MILES WEST OF KOKEE
 TU0822'LODGE AND 0.4 MILE EAST-SOUTHEAST OF THE WEST END OF THE
 TU0822'RIDGE.
 TU0822'
 TU0822'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50
 TU0822'AND 55 IN KEKAHA, GO NORTH ON STATE HIGHWAY 55 FOR 15.5 MILES
 TU0822'TO MAKAHA ROAD.  TURN LEFT AND GO WESTERLY, DOWNHILL, ON
 TU0822'MAKAHA ROAD FOR 4.5 MILES TO A BLADED ROAD ON THE RIGHT.  TURN
 TU0822'RIGHT AND GO NORTHWESTERLY ON THE BLADED ROAD FOR ABOUT 100
 TU0822'FEET TO A 55-FOOT ALUMINUM TOWER AND THE STATION MARK, AS
 TU0822'DESCRIBED BELOW.
 TU0822'
 TU0822'THE STATION MARK IS A STANDARD DISK, STAMPED GOAT 1967, SET
 TU0822'IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT PROJECTS
 TU0822'8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 49-1/2 FEET
 TU0822'NORTH OF THE NORTH LEG OF THE 55-FOOT ALUMINUM TOWER, 20 FEET
 TU0822'SOUTHWEST OF THE EDGE OF A BLUFF, 9-1/2 FEET EAST-NORTHEAST OF
 TU0822'A GUY WIRE ANCHOR AND 5 FEET WEST OF A WOODEN WITNESS POST.
 TU0822'
 TU0822'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED GOAT NO 1
 TU0822'1967, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT
 TU0822'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11
 TU0822'FEET NORTH-NORTHWEST OF A GUY WIRE ANCHOR AND 2.5 FEET
 TU0822'NORTHEAST OF A WOODEN WITNESS POST.
 TU0822'
 TU0822'274206 WAS USED AS REFERENCE MARK NO. 2.  IT IS A PLAIN BRASS
 TU0822'DISK, STAMPED 274206 1967, CEMENTED IN A DRILL HOLE IN THE
 TU0822'5-FOOT BY 8-FOOT CONCRETE FOUNDATION OF THE TOWER.  IT IS 3.4
 TU0822'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE SLAB, 0.7
 TU0822'FOOT SOUTHEAST OF THE NORTHWEST EDGE AND PLUMBED UNDER A
 TU0822'CIRCULAR BLACK AND WHITE OPTICAL TARGET MOUNTED NEAR THE TOP OF
 TU0822'THE TOWER.
 TU0822
 TU0822                          STATION RECOVERY (1967)
 TU0822
 TU0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0822'20 MI N FROM KEKAHA.
 TU0822'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0822'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0822'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD,
 TU0822'49-1/2 FEET NORTH OF THE NORTH LEG OF A 55-FOOT ALUMINUM TOWER, 20
 TU0822'FEET SOUTHWEST OF THE EDGE OF A BLUFF, 9-1/2 FEET EAST-NORTHEAST OF A
 TU0822'GUY WIRE ANCHOR, 5 FEET WEST OF A WOODEN WITNESS POST AND SET IN THE
 TU0822'TOP OF A 12-INCH DIAMETER CONCRETE POST THAT PROJECTS 8 INCHES ABOVE
 TU0822'THE SURFACE OF THE GROUND.
 TU0822
 TU0822                          STATION RECOVERY (1993)
 TU0822
 TU0822'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU0822'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3165 ***********************************************************************
 TU3165  DESIGNATION -  GOAT
 TU3165  PID         -  TU3165
 TU3165  STATE/COUNTY-  HI/MAUI
 TU3165  USGS QUAD   -  
 TU3165
 TU3165                         *CURRENT SURVEY CONTROL
 TU3165  ___________________________________________________________________
 TU3165* NAD 83(1993)-  20 30 51.56771(N)    156 37 40.42962(W)     ADJUSTED  
 TU3165* LOCAL TIDAL -       178.     (meters)     584.     (feet)  SCALED    
 TU3165  ___________________________________________________________________
 TU3165  EPOCH DATE  -        1993.62
 TU3165  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 TU3165  GEOID HEIGHT-          15.32  (meters)                     GEOID03
 TU3165
 TU3165  HORZ ORDER  -  THIRD
 TU3165
 TU3165.The horizontal coordinates were established by classical geodetic methods
 TU3165.and adjusted by the National Geodetic Survey in December 1998..
 TU3165.The horizontal coordinates are valid at the epoch date displayed above.
 TU3165.The epoch date for horizontal control is a decimal equivalence
 TU3165.of Year/Month/Day.
 TU3165
 TU3165.The orthometric height was scaled from a topographic map.
 TU3165
 TU3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3165
 TU3165.The geoid height was determined by GEOID03.
 TU3165
 TU3165;                    North         East     Units Scale Factor Converg.
 TU3165;SPC HI 2     -    20,037.261   504,043.646   MT  0.99996687   +0 00 48.9
 TU3165;UTM  04      - 2,270,193.339   747,372.170   MT  1.00035634   +0 49 54.1
 TU3165
 TU3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3165!SPC HI 2     -   0.99996961  x   0.99996687  =   0.99993649
 TU3165!UTM  04      -   0.99996961  x   1.00035634  =   1.00032594
 TU3165
 TU3165:                Primary Azimuth Mark                     Grid Az
 TU3165:SPC HI 2     -  HOPE                                     251 43 09.1
 TU3165:UTM  04      -  HOPE                                     250 54 03.9
 TU3165
 TU3165|---------------------------------------------------------------------|
 TU3165| PID    Reference Object                     Distance      Geod. Az  |
 TU3165|                                                           dddmmss.s |
 TU3165| TU3172 HOPE                                APPROX. 4.2 KM 2514358.0 |
 TU3165| TU3170 KID                                 APPROX. 3.0 KM 2554602.5 |
 TU3165| TU3183 SOUTH HILL                          APPROX. 2.3 KM 2813913.4 |
 TU3165|---------------------------------------------------------------------|
 TU3165
 TU3165                          SUPERSEDED SURVEY CONTROL
 TU3165
 TU3165  NAD 83(1986)-  20 30 51.55662(N)    156 37 40.40327(W) AD(       ) 3
 TU3165  OLD HI      -  20 31 02.93500(N)    156 37 50.51400(W) AD(       ) 3
 TU3165
 TU3165.Superseded values are not recommended for survey control.
 TU3165.NGS no longer adjusts projects to the OLD HI datum.
 TU3165.See file dsdata.txt to determine how the superseded data were derived.
 TU3165
 TU3165_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4737270193(NAD 83)
 TU3165_MARKER: W = UNMONUMENTED
 TU3165_SETTING: 0 = UNSPECIFIED SETTING
 TU3165
 TU3165  HISTORY     - Date     Condition        Report By
 TU3165  HISTORY     - 1904     MONUMENTED       CGS
 TU3165  HISTORY     - 1932     GOOD             CGS
 TU3165
 TU3165                          STATION DESCRIPTION
 TU3165
 TU3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3165'NEAR THE SOUTH SIDE OF KAHOOLAWE, ON A ROCKY GRASSY HILLTOP ABOUT
 TU3165'200 METERS FROM THE EDGE OF THE BLUFF, BETWEEN AND SOMEWHAT NEARER
 TU3165'THE MOST WESTERN OF THE TWO DEEP COVES ON THAT SIDE OF THE
 TU3165'ISLAND.  MARKED BY FLAGPOLE DRIVEN IN THE GROUND WITH SMALL STONES
 TU3165'PILED AROUND ITS BASE.
 TU3165
 TU3165                          STATION RECOVERY (1932)
 TU3165
 TU3165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3165'STATION IS AT S KAHOOLAWE.  A 5-FT. CAIRN OF ROCKS WITH A 2- BY
 TU3165'4-IN. CENTER POLE WAS ERECTED OVER THE PROBABLE STATION LOCATION
 TU3165'FROM EVIDENCE ON THE GROUND OF A PREVIOUS POLE SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0824 ***********************************************************************
 TU0824  DESIGNATION -  GOAT RM 1
 TU0824  PID         -  TU0824
 TU0824  STATE/COUNTY-  HI/KAUAI
 TU0824  USGS QUAD   -  MAKAHA POINT (1983)
 TU0824
 TU0824                         *CURRENT SURVEY CONTROL
 TU0824  ___________________________________________________________________
 TU0824* NAD 83(1986)-  22 07 56.     (N)    159 43 25.     (W)     SCALED    
 TU0824* LOCAL TIDAL -       513.922  (meters)    1686.09   (feet)  ADJ UNCH  
 TU0824  ___________________________________________________________________
 TU0824  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0824
 TU0824  VERT ORDER  -  SECOND    CLASS 0
 TU0824
 TU0824.The horizontal coordinates were scaled from a topographic map and have
 TU0824.an estimated accuracy of +/- 6 seconds.
 TU0824
 TU0824.The orthometric height was key entered from printed documents
 TU0824.and not key verified.
 TU0824
 TU0824.The geoid height was determined by GEOID03.
 TU0824
 TU0824;                    North         East    Units  Estimated Accuracy
 TU0824;SPC HI 4     -    33,110.      476,930.      MT  (+/- 180 meters Scaled)
 TU0824
 TU0824                          SUPERSEDED SURVEY CONTROL
 TU0824
 TU0824.No superseded survey control is available for this station.
 TU0824
 TU0824_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK253476(NAD 83)
 TU0824_MARKER: DR = REFERENCE MARK DISK
 TU0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0824_STAMPING: GOAT NO 1 1967
 TU0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0824+STABILITY: SURFACE MOTION
 TU0824
 TU0824  HISTORY     - Date     Condition        Report By
 TU0824  HISTORY     - 1967     MONUMENTED       CGS
 TU0824
 TU0824                          STATION DESCRIPTION
 TU0824
 TU0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU0824'20 MI N FROM KEKAHA.
 TU0824'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE INTERSECTION WITH
 TU0824'STATE HIGHWAY 50 IN KEKAHA, THENCE 4.5 MILES WESTERLY, DOWNHILL, ALONG
 TU0824'MAKAHA ROAD, THENCE ABOUT 100 FEET NORTHWESTERLY ALONG A BLADED ROAD,
 TU0824'11 FEET NORTH-NORTHWEST OF A CONCRETE GUY WIRE ANCHOR FOR A 55-FOOT
 TU0824'ALUMINUM TOWER, 2.5 FEET NORTHEAST OF A WOODEN WITNESS POST AND SET IN
 TU0824'THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT PROJECTS 5 INCHES
 TU0824'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0504 ***********************************************************************
 TU0504  DESIGNATION -  GOLF
 TU0504  PID         -  TU0504
 TU0504  STATE/COUNTY-  HI/HONOLULU
 TU0504  USGS QUAD   -  KAHUKU (1983)
 TU0504
 TU0504                         *CURRENT SURVEY CONTROL
 TU0504  ___________________________________________________________________
 TU0504* NAD 83(1993)-  21 40 34.37394(N)    157 56 24.46992(W)     ADJUSTED  
 TU0504* LOCAL TIDAL -        17.567  (meters)      57.63   (feet)  ADJ UNCH  
 TU0504  ___________________________________________________________________
 TU0504  EPOCH DATE  -        1993.62
 TU0504  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 TU0504  GEOID HEIGHT-          13.36  (meters)                     GEOID03
 TU0504
 TU0504  HORZ ORDER  -  FIRST
 TU0504  VERT ORDER  -  FIRST     CLASS II
 TU0504
 TU0504.The horizontal coordinates were established by classical geodetic methods
 TU0504.and adjusted by the National Geodetic Survey in December 1998..
 TU0504.The horizontal coordinates are valid at the epoch date displayed above.
 TU0504.The epoch date for horizontal control is a decimal equivalence
 TU0504.of Year/Month/Day.
 TU0504
 TU0504.The orthometric height was key entered from printed documents
 TU0504.and not key verified.
 TU0504
 TU0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0504
 TU0504.The geoid height was determined by GEOID03.
 TU0504
 TU0504;                    North         East     Units Scale Factor Converg.
 TU0504;SPC HI 3     -    56,419.123   506,196.124   MT  0.99999047   +0 01 19.6
 TU0504;UTM  04      - 2,397,363.828   609,651.802   MT  0.99974857   +0 23 29.4
 TU0504
 TU0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0504!SPC HI 3     -   0.99999514  x   0.99999047  =   0.99998561
 TU0504!UTM  04      -   0.99999514  x   0.99974857  =   0.99974371
 TU0504
 TU0504|---------------------------------------------------------------------|
 TU0504| PID    Reference Object                     Distance      Geod. Az  |
 TU0504|                                                           dddmmss.s |
 TU0504| TU0503 GOLF RM 1                             8.411 METERS 01229     |
 TU0504| TU0505 GOLF RM 2                             7.186 METERS 10228     |
 TU0504| TU1480 KAHUKU MILL CHIMNEY                 APPROX. 1.1 KM 2863018.7 |
 TU0504|---------------------------------------------------------------------|
 TU0504
 TU0504                          SUPERSEDED SURVEY CONTROL
 TU0504
 TU0504  NAD 83(1986)-  21 40 34.32617(N)    157 56 24.48011(W) AD(       ) 1
 TU0504  OLD HI      -  21 40 45.78048(N)    157 56 34.38916(W) AD(       ) 1
 TU0504
 TU0504.Superseded values are not recommended for survey control.
 TU0504.NGS no longer adjusts projects to the OLD HI datum.
 TU0504.See file dsdata.txt to determine how the superseded data were derived.
 TU0504
 TU0504_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0965297364(NAD 83)
 TU0504_MARKER: DS = TRIANGULATION STATION DISK
 TU0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0504_STAMPING: GOLF 1969
 TU0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0504+STABILITY: SURFACE MOTION
 TU0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0504+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 TU0504
 TU0504  HISTORY     - Date     Condition        Report By
 TU0504  HISTORY     - 1969     MONUMENTED       CGS
 TU0504  HISTORY     - 1969     GOOD             CGS
 TU0504  HISTORY     - 20030804 GOOD             USPSQD
 TU0504
 TU0504                          STATION DESCRIPTION
 TU0504
 TU0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0504'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF LAIE
 TU0504'AT THE SOUTHEAST EDGE OF KAHUKU ON THE FOURTH TEE OF THE KAHUKU
 TU0504'GOLF COURSE.
 TU0504'
 TU0504'TO REACH THE STATION FROM THE KAHUKU SCHOOL, GO SOUTHEAST ON
 TU0504'STATE HIGHWAY 83 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT,
 TU0504'NORTHEAST, FOR 0.1 MILE TO A FORK.  LEAVE THE ROAD AND CONTINUE
 TU0504'AHEAD, NORTHEAST, ACROSS THE GOLF COURSE TO A POINT JUST BELOW
 TU0504'THE NUMBER THREE GREEN.  BEAR RIGHT, UPHILL, TO THE FOURTH TEE
 TU0504'AND THE STATION.
 TU0504'
 TU0504'THE STATION MARK IS A STANDARD DISK, STAMPED GOLF 1969, SET IN
 TU0504'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 TU0504'THE GROUND SURFACE.  IT IS LOCATED AT THE NORTHEAST CORNER OF THE
 TU0504'FOURTH TEE, 7 FEET NORTH OF A CEMENT AND WOOD BENCH AND 4 FEET
 TU0504'WEST OF THE EAST EDGE OF THE TEE.
 TU0504'
 TU0504'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOLF NO 1 1969, SET
 TU0504'IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH
 TU0504'WITH THE GROUND SURFACE.  IT IS 35 FEET NORTH OF THE BENCH AND
 TU0504'ABOUT 5 FEET LOWER THAN THE STATION.
 TU0504'
 TU0504'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOLF NO 2, 1969, SET
 TU0504'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH
 TU0504'THE GROUND SURFACE.  IT IS 23 FEET EAST-NORTHEAST OF THE
 TU0504'BENCH AND ABOUT 3 FEET LOWER THAN THE STATION.
 TU0504'
 TU0504'THE SUGAR-MILL STACK WILL SERVE AS AN AZIMUTH.
 TU0504'
 TU0504'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO THE VEGETATION
 TU0504'OF THE GOLF COURSE.
 TU0504'
 TU0504'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 TU0504
 TU0504                          STATION RECOVERY (1969)
 TU0504
 TU0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0504'0.95 MI SE FROM KAHUKU.
 TU0504'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM KAHUKU PLANTATION
 TU0504'COMPANY HEADQUARTERS AT KAHUKU, THENCE 0.15 MILE NORTHEAST ALONG AN
 TU0504'ASPHALT ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD ALONG THE
 TU0504'SOUTH SIDE OF THE GOLF COURSE, THENCE 0.05 MILE NORTHEAST ALONG A
 TU0504'ROAD, ABOUT 130 YARDS NORTH OF THE END OF THE ROAD, 4.0 FEET SOUTHWEST
 TU0504'OF THE NORTHEAST CONCRETE RETAINING WALL FOR TEE NO. 4, 13.6 FEET
 TU0504'SOUTHWEST OF A WATER FAUCET, 23.8 FEET WEST-NORTHWEST OF R.M. 2, 28.0
 TU0504'FEET SOUTH-SOUTHWEST OF R.M. 1, AND SET IN THE TOP OF A CONCRETE POST
 TU0504'FLUSH WITH THE GROUND.
 TU0504
 TU0504                          STATION RECOVERY (2003)
 TU0504
 TU0504'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLH)
 TU0504'DESCRIPTION IS NO LONGER ACCURATE. STATION IS STILL ON 4TH TEE.
 TU0504'STATION IS LOCATED 34FT NORTH OF TOP STAIRS TO 4TH TEE AND 36FT NNW OF
 TU0504'FAUCET. UNABLE TO LOCATE RM1 AND RM2.
 TU0504'LAT 21 42.330(N) LON 157 59.887(W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0503 ***********************************************************************
 TU0503  DESIGNATION -  GOLF RM 1
 TU0503  PID         -  TU0503
 TU0503  STATE/COUNTY-  HI/HONOLULU
 TU0503  USGS QUAD   -  KAHUKU (1983)
 TU0503
 TU0503                         *CURRENT SURVEY CONTROL
 TU0503  ___________________________________________________________________
 TU0503* NAD 83(1986)-  21 40 34.     (N)    157 56 24.     (W)     SCALED    
 TU0503* LOCAL TIDAL -        15.896  (meters)      52.15   (feet)  ADJ UNCH  
 TU0503  ___________________________________________________________________
 TU0503  GEOID HEIGHT-          13.36  (meters)                     GEOID03
 TU0503
 TU0503  VERT ORDER  -  FIRST     CLASS II
 TU0503
 TU0503.The horizontal coordinates were scaled from a topographic map and have
 TU0503.an estimated accuracy of +/- 6 seconds.
 TU0503
 TU0503.The orthometric height was key entered from printed documents
 TU0503.and not key verified.
 TU0503
 TU0503.The geoid height was determined by GEOID03.
 TU0503
 TU0503;                    North         East    Units  Estimated Accuracy
 TU0503;SPC HI 3     -    56,410.      506,210.      MT  (+/- 180 meters Scaled)
 TU0503
 TU0503                          SUPERSEDED SURVEY CONTROL
 TU0503
 TU0503.No superseded survey control is available for this station.
 TU0503
 TU0503_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ096973(NAD 83)
 TU0503_MARKER: DR = REFERENCE MARK DISK
 TU0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0503_STAMPING: GOLF NO 1 1969
 TU0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0503+STABILITY: SURFACE MOTION
 TU0503
 TU0503  HISTORY     - Date     Condition        Report By
 TU0503  HISTORY     - 1969     MONUMENTED       CGS
 TU0503
 TU0503                          STATION DESCRIPTION
 TU0503
 TU0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0503'0.95 MI SE FROM KAHUKU.
 TU0503'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM KAHUKU PLANTATION
 TU0503'COMPANY HEADQUARTERS AT KAHUKU, THENCE 0.15 MILE NORTHEAST ALONG AN
 TU0503'ASPHALT ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD ALONG THE
 TU0503'SOUTH SIDE OF THE GOLF COURSE, THENCE 0.05 MILE NORTHEAST ALONG A
 TU0503'ROAD, ABOUT 130 YARDS NORTH OF THE END OF THE ROAD, AT THE EDGE OF A
 TU0503'BRUSHY AREA, NEAR THE NORTH CORNER OF TEE NO. 4, 28.0 FEET
 TU0503'NORTH-NORTHEAST OF THE STATION, 17.4 FEET NORTH-NORTHWEST OF A WATER
 TU0503'FAUCET, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0505 ***********************************************************************
 TU0505  DESIGNATION -  GOLF RM 2
 TU0505  PID         -  TU0505
 TU0505  STATE/COUNTY-  HI/HONOLULU
 TU0505  USGS QUAD   -  KAHUKU (1983)
 TU0505
 TU0505                         *CURRENT SURVEY CONTROL
 TU0505  ___________________________________________________________________
 TU0505* NAD 83(1986)-  21 40 34.     (N)    157 56 24.     (W)     SCALED    
 TU0505* LOCAL TIDAL -        16.474  (meters)      54.05   (feet)  ADJ UNCH  
 TU0505  ___________________________________________________________________
 TU0505  GEOID HEIGHT-          13.36  (meters)                     GEOID03
 TU0505
 TU0505  VERT ORDER  -  FIRST     CLASS II
 TU0505
 TU0505.The horizontal coordinates were scaled from a topographic map and have
 TU0505.an estimated accuracy of +/- 6 seconds.
 TU0505
 TU0505.The orthometric height was key entered from printed documents
 TU0505.and not key verified.
 TU0505
 TU0505.The geoid height was determined by GEOID03.
 TU0505
 TU0505;                    North         East    Units  Estimated Accuracy
 TU0505;SPC HI 3     -    56,410.      506,210.      MT  (+/- 180 meters Scaled)
 TU0505
 TU0505                          SUPERSEDED SURVEY CONTROL
 TU0505
 TU0505.No superseded survey control is available for this station.
 TU0505
 TU0505_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ096973(NAD 83)
 TU0505_MARKER: DR = REFERENCE MARK DISK
 TU0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0505_STAMPING: GOLF NO 2 1969
 TU0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0505+STABILITY: SURFACE MOTION
 TU0505
 TU0505  HISTORY     - Date     Condition        Report By
 TU0505  HISTORY     - 1969     MONUMENTED       CGS
 TU0505
 TU0505                          STATION DESCRIPTION
 TU0505
 TU0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0505'0.95 MI SE FROM KAHUKU.
 TU0505'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM KAHUKU PLANTATION
 TU0505'COMPANY HEADQUARTERS AT KAHUKU, THENCE 0.15 MILE NORTHEAST ALONG AN
 TU0505'ASPHALT ROAD, THENCE 0.15 MILE EAST ALONG A GRAVELED ROAD ALONG THE
 TU0505'SOUTH SIDE OF THE GOLF COURSE, THENCE 0.05 MILE NORTHEAST ALONG A
 TU0505'ROAD, ABOUT 130 YARDS NORTH OF THE END OF THE ROAD, IN A BRUSHY AREA
 TU0505'ALONG THE NORTHEAST SIDE OF TEE NO. 4, 23.8 FEET EAST-SOUTHEAST OF THE
 TU0505'STATION, 14.5 FEET NORTHEAST OF A ROCK RETAINING WALL PROJECTING ABOUT
 TU0505'2 FEET AROUND A TREE, 20.7 FEET SOUTHEAST OF A WATER FAUCET, AND SET
 TU0505'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2911 ***********************************************************************
 TU2911  DESIGNATION -  GOO
 TU2911  PID         -  TU2911
 TU2911  STATE/COUNTY-  HI/MAUI
 TU2911  USGS QUAD   -  MAKENA (1995)
 TU2911
 TU2911                         *CURRENT SURVEY CONTROL
 TU2911  ___________________________________________________________________
 TU2911* NAD 83(1993)-  20 37 28.76600(N)    156 26 30.20410(W)     ADJUSTED  
 TU2911* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU2911  ___________________________________________________________________
 TU2911  EPOCH DATE  -        1993.62
 TU2911  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 TU2911  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU2911
 TU2911  HORZ ORDER  -  THIRD
 TU2911
 TU2911.The horizontal coordinates were established by classical geodetic methods
 TU2911.and adjusted by the National Geodetic Survey in December 1998..
 TU2911.The horizontal coordinates are valid at the epoch date displayed above.
 TU2911.The epoch date for horizontal control is a decimal equivalence
 TU2911.of Year/Month/Day.
 TU2911
 TU2911.The orthometric height was scaled from a topographic map.
 TU2911
 TU2911.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2911
 TU2911.The geoid height was determined by GEOID03.
 TU2911
 TU2911;                    North         East     Units Scale Factor Converg.
 TU2911;SPC HI 2     -    32,267.699   523,444.678   MT  0.99997346   +0 04 45.2
 TU2911;UTM  04      - 2,282,705.865   766,604.721   MT  1.00047852   +0 54 06.0
 TU2911
 TU2911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2911!SPC HI 2     -   0.99999710  x   0.99997346  =   0.99997056
 TU2911!UTM  04      -   0.99999710  x   1.00047852  =   1.00047562
 TU2911
 TU2911:                Primary Azimuth Mark                     Grid Az
 TU2911:SPC HI 2     -  HAM                                      156 29 08.2
 TU2911:UTM  04      -  HAM                                      155 39 47.4
 TU2911
 TU2911|---------------------------------------------------------------------|
 TU2911| PID    Reference Object                     Distance      Geod. Az  |
 TU2911|                                                           dddmmss.s |
 TU2911| TU2895 HAM                                 APPROX. 1.1 KM 1563353.4 |
 TU2911| TU2898 JOE                                 APPROX. 1.6 KM 1741503.5 |
 TU2911|---------------------------------------------------------------------|
 TU2911
 TU2911                          SUPERSEDED SURVEY CONTROL
 TU2911
 TU2911  NAD 83(1986)-  20 37 28.73950(N)    156 26 30.19518(W) AD(       ) 3
 TU2911  OLD HI      -  20 37 40.20900(N)    156 26 40.33500(W) AD(       ) 3
 TU2911
 TU2911.Superseded values are not recommended for survey control.
 TU2911.NGS no longer adjusts projects to the OLD HI datum.
 TU2911.See file dsdata.txt to determine how the superseded data were derived.
 TU2911
 TU2911_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6660582706(NAD 83)
 TU2911
 TU2911  HISTORY     - Date     Condition        Report By
 TU2911  HISTORY     - UNK      MONUMENTED
 TU2911  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2911
 TU2911                          STATION DESCRIPTION
 TU2911
 TU2911'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2911'STATION SHOULD BE CONSIDERED LOST.  THE REMAINS OF A SMALL
 TU2911'CAIRN WAS FOUND SCATTERED ABOUT, WITH THE WORD GOO PAINTED ON
 TU2911'ONE ROCK.  STATION IS BELIEVED TO HAVE BEEN ONLY TEMPORARILY
 TU2911'MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1790 ***********************************************************************
 TU1790  DESIGNATION -  GOV
 TU1790  PID         -  TU1790
 TU1790  STATE/COUNTY-  HI/KAUAI
 TU1790  USGS QUAD   -  KOLOA (1996)
 TU1790
 TU1790                         *CURRENT SURVEY CONTROL
 TU1790  ___________________________________________________________________
 TU1790* NAD 83(1993)-  21 53 12.91264(N)    159 31 04.72485(W)     ADJUSTED  
 TU1790* LOCAL TIDAL -                                                        
 TU1790  ___________________________________________________________________
 TU1790  EPOCH DATE  -        1993.62
 TU1790  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 TU1790  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU1790
 TU1790  HORZ ORDER  -  THIRD
 TU1790
 TU1790.The horizontal coordinates were established by classical geodetic methods
 TU1790.and adjusted by the National Geodetic Survey in December 1998..
 TU1790.The horizontal coordinates are valid at the epoch date displayed above.
 TU1790.The epoch date for horizontal control is a decimal equivalence
 TU1790.of Year/Month/Day.
 TU1790
 TU1790
 TU1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1790
 TU1790.The geoid height was determined by GEOID03.
 TU1790
 TU1790;                    North         East     Units Scale Factor Converg.
 TU1790;SPC HI 4     -     5,933.634   498,141.987   MT  0.99999004   -0 00 24.1
 TU1790;UTM  04      - 2,420,400.859   446,490.943   MT  0.99963538   -0 11 35.1
 TU1790
 TU1790                          SUPERSEDED SURVEY CONTROL
 TU1790
 TU1790  NAD 83(1986)-  21 53 12.89223(N)    159 31 04.75173(W) AD(       ) 4
 TU1790  OLD HI      -  21 53 24.17000(N)    159 31 14.83000(W) AD(       ) 3
 TU1790
 TU1790.Superseded values are not recommended for survey control.
 TU1790.NGS no longer adjusts projects to the OLD HI datum.
 TU1790.See file dsdata.txt to determine how the superseded data were derived.
 TU1790
 TU1790_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4649120401(NAD 83)
 TU1790
 TU1790  HISTORY     - Date     Condition        Report By
 TU1790  HISTORY     - UNK      MONUMENTED
 TU1790  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1790  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1790  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1790  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1790
 TU1790                          STATION DESCRIPTION
 TU1790
 TU1790'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1790'ON SOUTH COAST OF KAUAI, ON BOLD ROCKY POINT ABOUT 1 MILE WEST OF
 TU1790'LAWAI BAY.  MARKED BY A POLE SET IN A CRACK IN THE ROCK, ABOUT
 TU1790'1 FOOT MAKAI (SEAWARD) OF A CROSS WHICH WAS EVIDENTLY AN OLD
 TU1790'SURVEY STATION.
 TU1790
 TU1790                          STATION RECOVERY (1965)
 TU1790
 TU1790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1790'STATION WAS NOT FOUND AND IS BELIEVED DESTROYED.  THE EXACT
 TU1790'POINT COULD NOT BE DETERMINED BY ANGLE SINCE ALL SURROUNDING
 TU1790'POINTS ARE GONE.
 TU1790
 TU1790                          STATION RECOVERY (1998)
 TU1790
 TU1790'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1790'MARK NOT FOUND.
 TU1790
 TU1790                          STATION RECOVERY (2005)
 TU1790
 TU1790'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1804 ***********************************************************************
 TU1804  DESIGNATION -  GOVERNMENT FLAG
 TU1804  PID         -  TU1804
 TU1804  STATE/COUNTY-  HI/KAUAI
 TU1804  USGS QUAD   -  HANAPEPE (1996)
 TU1804
 TU1804                         *CURRENT SURVEY CONTROL
 TU1804  ___________________________________________________________________
 TU1804* NAD 83(1993)-  21 53 36.85734(N)    159 33 41.42221(W)     ADJUSTED  
 TU1804* LOCAL TIDAL -                                                        
 TU1804  ___________________________________________________________________
 TU1804  EPOCH DATE  -        1993.62
 TU1804  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 TU1804  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU1804
 TU1804  HORZ ORDER  -  THIRD
 TU1804
 TU1804.The horizontal coordinates were established by classical geodetic methods
 TU1804.and adjusted by the National Geodetic Survey in December 1998..
 TU1804.The horizontal coordinates are valid at the epoch date displayed above.
 TU1804.The epoch date for horizontal control is a decimal equivalence
 TU1804.of Year/Month/Day.
 TU1804
 TU1804
 TU1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1804
 TU1804.The geoid height was determined by GEOID03.
 TU1804
 TU1804;                    North         East     Units Scale Factor Converg.
 TU1804;SPC HI 4     -     6,671.281   493,644.075   MT  0.99999050   -0 01 22.6
 TU1804;UTM  04      - 2,421,152.872   441,997.037   MT  0.99964157   -0 12 33.8
 TU1804
 TU1804                          SUPERSEDED SURVEY CONTROL
 TU1804
 TU1804  NAD 83(1986)-  21 53 36.83206(N)    159 33 41.44212(W) AD(       ) 4
 TU1804  OLD HI      -  21 53 48.11000(N)    159 33 51.50000(W) AD(       ) 3
 TU1804
 TU1804.Superseded values are not recommended for survey control.
 TU1804.NGS no longer adjusts projects to the OLD HI datum.
 TU1804.See file dsdata.txt to determine how the superseded data were derived.
 TU1804
 TU1804_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4199721153(NAD 83)
 TU1804
 TU1804  HISTORY     - Date     Condition        Report By
 TU1804  HISTORY     - UNK      MONUMENTED
 TU1804  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1804  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1804
 TU1804                          STATION DESCRIPTION
 TU1804
 TU1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1804'STATION IS GONE.  THE AREA IS NOW PLANTED IN SUGAR CANE.
 TU1804
 TU1804                          STATION RECOVERY (2005)
 TU1804
 TU1804'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1845 ***********************************************************************
 TU1845  DESIGNATION -  GREEN ROOF NORTH GABLE
 TU1845  PID         -  TU1845
 TU1845  STATE/COUNTY-  HI/KAUAI
 TU1845  USGS QUAD   -  KEKAHA (1983)
 TU1845
 TU1845                         *CURRENT SURVEY CONTROL
 TU1845  ___________________________________________________________________
 TU1845* NAD 83(1993)-  21 57 33.79326(N)    159 40 28.63233(W)     ADJUSTED  
 TU1845* LOCAL TIDAL -                                                        
 TU1845  ___________________________________________________________________
 TU1845  EPOCH DATE  -        1993.62
 TU1845  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 TU1845  GEOID HEIGHT-          16.19  (meters)                     GEOID03
 TU1845
 TU1845  HORZ ORDER  -  THIRD
 TU1845
 TU1845.The horizontal coordinates were established by classical geodetic methods
 TU1845.and adjusted by the National Geodetic Survey in December 1998..
 TU1845.The horizontal coordinates are valid at the epoch date displayed above.
 TU1845.The epoch date for horizontal control is a decimal equivalence
 TU1845.of Year/Month/Day.
 TU1845
 TU1845
 TU1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1845
 TU1845.The geoid height was determined by GEOID03.
 TU1845
 TU1845;                    North         East     Units Scale Factor Converg.
 TU1845;SPC HI 4     -    13,967.921   481,963.384   MT  0.99999402   -0 03 55.1
 TU1845;UTM  04      - 2,428,485.033   430,344.167   MT  0.99965995   -0 15 08.2
 TU1845
 TU1845                          SUPERSEDED SURVEY CONTROL
 TU1845
 TU1845  NAD 83(1986)-  21 57 33.75819(N)    159 40 28.65104(W) AD(       ) 4
 TU1845  OLD HI      -  21 57 44.70000(N)    159 40 38.69000(W) AD(       ) 3
 TU1845
 TU1845.Superseded values are not recommended for survey control.
 TU1845.NGS no longer adjusts projects to the OLD HI datum.
 TU1845.See file dsdata.txt to determine how the superseded data were derived.
 TU1845
 TU1845_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3034428485(NAD 83)
 TU1845
 TU1845  HISTORY     - Date     Condition        Report By
 TU1845  HISTORY     - UNK      MONUMENTED
 TU1845  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1845  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1845
 TU1845                          STATION DESCRIPTION
 TU1845
 TU1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1845'STATION IS GONE.  THIS AREA IS NOW A CANE FIELD.
 TU1845
 TU1845                          STATION RECOVERY (2005)
 TU1845
 TU1845'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2681 ***********************************************************************
 TU2681  DESIGNATION -  GREEN TANK
 TU2681  PID         -  TU2681
 TU2681  STATE/COUNTY-  HI/HAWAII
 TU2681  USGS QUAD   -  KAMUELA (1995)
 TU2681
 TU2681                         *CURRENT SURVEY CONTROL
 TU2681  ___________________________________________________________________
 TU2681* NAD 83(1993)-  20 02 20.42465(N)    155 38 52.39264(W)     ADJUSTED  
 TU2681* LOCAL TIDAL -                                                        
 TU2681  ___________________________________________________________________
 TU2681  EPOCH DATE  -        1993.62
 TU2681  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 TU2681  GEOID HEIGHT-          22.52  (meters)                     GEOID03
 TU2681
 TU2681  HORZ ORDER  -  THIRD
 TU2681
 TU2681.The horizontal coordinates were established by classical geodetic methods
 TU2681.and adjusted by the National Geodetic Survey in December 1998..
 TU2681.The horizontal coordinates are valid at the epoch date displayed above.
 TU2681.The epoch date for horizontal control is a decimal equivalence
 TU2681.of Year/Month/Day.
 TU2681
 TU2681
 TU2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2681
 TU2681.The geoid height was determined by GEOID03.
 TU2681
 TU2681;                    North         East     Units Scale Factor Converg.
 TU2681;SPC HI 1     -   133,467.276   484,528.391   MT  0.99996962   -0 03 02.4
 TU2681;UTM  05      - 2,217,992.092   223,009.523   MT  1.00054839   -0 54 28.5
 TU2681
 TU2681                          SUPERSEDED SURVEY CONTROL
 TU2681
 TU2681  NAD 83(1986)-  20 02 20.41226(N)    155 38 52.40471(W) AD(       ) 4
 TU2681  OLD HI      -  20 02 31.39800(N)    155 39 02.42300(W) AD(       ) 3
 TU2681
 TU2681.Superseded values are not recommended for survey control.
 TU2681.NGS no longer adjusts projects to the OLD HI datum.
 TU2681.See file dsdata.txt to determine how the superseded data were derived.
 TU2681
 TU2681_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2301017992(NAD 83)
 TU2681
 TU2681  HISTORY     - Date     Condition        Report By
 TU2681  HISTORY     - 1948     MONUMENTED       CGS
 TU2681  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2681  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2681
 TU2681                          STATION DESCRIPTION
 TU2681
 TU2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2681'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2681'
 TU2681'THE STATION IS THE CENTER OF A WOODEN WATER TANK WHICH IS ABOUT
 TU2681'30 FEET IN DIAMETER AND ABOUT 20 FEET HIGH.  THE TANK HAS A SLOPING
 TU2681'ROOF AND IS PAINTED GREEN.  THE TANK IS ENCLOSED BY A WIRE FENCE.
 TU2681'
 TU2681'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHEAST OF WAIMEA, ABOUT
 TU2681'1.0 MILE NORTH OF AN ABANDONED C C C CAMP, ABOUT 100 YARDS SOUTH OF
 TU2681'A WIRE FENCE WHICH MARKS THE FOREST RESERVE BOUNDARY AND 6 FEET
 TU2681'NORTHEAST OF A SMALL PUMP HOUSE.
 TU2681
 TU2681                          STATION RECOVERY (1966)
 TU2681
 TU2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JMC)
 TU2681'THE TANK HAS BEEN REMOVED HOWEVER THE CONCRETE FOUNDATION REMAINS
 TU2681'AND IS SUITABLE FOR TOPOGRAPHIC CONTROL.
 TU2681
 TU2681                          STATION RECOVERY (1967)
 TU2681
 TU2681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2681'THE TANK HAS BEEN REMOVED, HOWEVER THE CONCRETE FOUNDATION STILL
 TU2681'REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1547 ***********************************************************************
 TU1547  DESIGNATION -  GREEN WATER TANK
 TU1547  PID         -  TU1547
 TU1547  STATE/COUNTY-  HI/HONOLULU
 TU1547  USGS QUAD   -  KAENA (1983)
 TU1547
 TU1547                         *CURRENT SURVEY CONTROL
 TU1547  ___________________________________________________________________
 TU1547* NAD 83(1993)-  21 34 42.42250(N)    158 12 10.47307(W)     ADJUSTED  
 TU1547* LOCAL TIDAL -                                                        
 TU1547  ___________________________________________________________________
 TU1547  EPOCH DATE  -        1993.62
 TU1547  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 TU1547  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU1547
 TU1547  HORZ ORDER  -  THIRD
 TU1547
 TU1547.The horizontal coordinates were established by classical geodetic methods
 TU1547.and adjusted by the National Geodetic Survey in December 1998..
 TU1547.The horizontal coordinates are valid at the epoch date displayed above.
 TU1547.The epoch date for horizontal control is a decimal equivalence
 TU1547.of Year/Month/Day.
 TU1547
 TU1547
 TU1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1547
 TU1547.The geoid height was determined by GEOID03.
 TU1547
 TU1547;                    North         East     Units Scale Factor Converg.
 TU1547;SPC HI 3     -    45,606.742   478,985.980   MT  0.99999545   -0 04 28.7
 TU1547;UTM  04      - 2,386,379.663   582,519.285   MT  0.99968414   +0 17 35.4
 TU1547
 TU1547                          SUPERSEDED SURVEY CONTROL
 TU1547
 TU1547  NAD 83(1986)-  21 34 42.37323(N)    158 12 10.48498(W) AD(       ) 4
 TU1547  OLD HI      -  21 34 53.76000(N)    158 12 20.42000(W) AD(       ) 3
 TU1547
 TU1547.Superseded values are not recommended for survey control.
 TU1547.NGS no longer adjusts projects to the OLD HI datum.
 TU1547.See file dsdata.txt to determine how the superseded data were derived.
 TU1547
 TU1547_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8251986380(NAD 83)
 TU1547
 TU1547  HISTORY     - Date     Condition        Report By
 TU1547  HISTORY     - UNK      MONUMENTED
 TU1547  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1547
 TU1547                          STATION DESCRIPTION
 TU1547
 TU1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1547'STATION IS GONE.  PROBABLY REMOVED WHEN DILLINGHAM AIRFIELD WAS
 TU1547'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3156 ***********************************************************************
 TU3156  DESIGNATION -  GREY 2
 TU3156  PID         -  TU3156
 TU3156  STATE/COUNTY-  HI/MAUI
 TU3156  USGS QUAD   -  
 TU3156
 TU3156                         *CURRENT SURVEY CONTROL
 TU3156  ___________________________________________________________________
 TU3156* NAD 83(1993)-  20 31 55.19363(N)    156 32 23.19913(W)     ADJUSTED  
 TU3156* LOCAL TIDAL -       172.2    (meters)     565.     (feet)  VERT ANG  
 TU3156  ___________________________________________________________________
 TU3156  EPOCH DATE  -        1993.62
 TU3156  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 TU3156  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU3156
 TU3156  HORZ ORDER  -  SECOND
 TU3156
 TU3156.The horizontal coordinates were established by classical geodetic methods
 TU3156.and adjusted by the National Geodetic Survey in December 1998..
 TU3156.The horizontal coordinates are valid at the epoch date displayed above.
 TU3156.The epoch date for horizontal control is a decimal equivalence
 TU3156.of Year/Month/Day.
 TU3156
 TU3156.The orthometric height was determined by vertical angle observations.
 TU3156
 TU3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3156
 TU3156.The geoid height was determined by GEOID03.
 TU3156
 TU3156;                    North         East     Units Scale Factor Converg.
 TU3156;SPC HI 2     -    21,998.545   513,232.966   MT  0.99996883   +0 02 40.2
 TU3156;UTM  04      - 2,272,286.562   756,536.356   MT  1.00041342   +0 51 48.1
 TU3156
 TU3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3156!SPC HI 2     -   0.99997047  x   0.99996883  =   0.99993930
 TU3156!UTM  04      -   0.99997047  x   1.00041342  =   1.00038388
 TU3156
 TU3156|---------------------------------------------------------------------|
 TU3156| PID    Reference Object                     Distance      Geod. Az  |
 TU3156|                                                           dddmmss.s |
 TU3156| CN5141 GREY 2 RM 2                          17.137 METERS 24425     |
 TU3156| TU3141 BLOW 2                              APPROX. 4.2 KM 3203559.9 |
 TU3156| CN5140 GREY 2 RM 1                          12.830 METERS 35830     |
 TU3156|---------------------------------------------------------------------|
 TU3156
 TU3156                          SUPERSEDED SURVEY CONTROL
 TU3156
 TU3156  NAD 83(1986)-  20 31 55.17151(N)    156 32 23.18716(W) AD(       ) 2
 TU3156  OLD HI      -  20 32 06.62110(N)    156 32 33.34680(W) AD(       ) 2
 TU3156
 TU3156.Superseded values are not recommended for survey control.
 TU3156.NGS no longer adjusts projects to the OLD HI datum.
 TU3156.See file dsdata.txt to determine how the superseded data were derived.
 TU3156
 TU3156_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5653672287(NAD 83)
 TU3156_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3156_SETTING: 80 = SET IN A BOULDER
 TU3156_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3156
 TU3156  HISTORY     - Date     Condition        Report By
 TU3156  HISTORY     - 1963     MONUMENTED       CGS
 TU3156
 TU3156                          STATION DESCRIPTION
 TU3156
 TU3156'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3156'STATION IS LOCATED ON THE SOUTHEAST PENINSULA OF KAHOOLAWE ISLAND
 TU3156'ABOUT 3/4 OF A MILE EAST OF THE BEACH IN BECKS COVE, ABOUT 600
 TU3156'METERS WEST FROM HALONA POINT AND 35 METERS SOUTH FROM THE EDGE
 TU3156'OF THE BLUFF.
 TU3156'
 TU3156'STATION CAN BEST BE REACHED BY MAKING A SKIFF LANDING IN BECKS
 TU3156'COVE AND PACKING UP THE RAVINE AND THEN EASTWARD ALONG THE RIM OF
 TU3156'THE BLUFF TO THE STATION.
 TU3156'
 TU3156'STATION MARK IS A STANDARD DISK STAMPED GREY 2 1963, CEMENTED IN
 TU3156'A DRILL HOLE IN A ROCK OF 1-FOOT IN DIAMETER THAT PROJECTS 3-INCHES
 TU3156'ABOVE THE GROUND.
 TU3156'
 TU3156'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GREY 2 NO 1
 TU3156'1963, CEMENTED IN A DRILL HOLE IN A ROCK OF 1-FOOT IN DIAMETER
 TU3156'THAT PROJECTS 6-INCHES ABOVE THE GROUND AND IS 6-INCHES BELOW THE
 TU3156'LEVEL OF THE STATION.
 TU3156'
 TU3156'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GREY 2 NO 2
 TU3156'1963, CEMENTED IN A DRILL HOLE IN A ROCK OF ABOUT 1-1/2 FEET IN
 TU3156'DIAMETER THAT PROJECTS 1-FOOT ABOVE THE GROUND AND IS ABOUT 1-FOOT
 TU3156'BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1514 ***********************************************************************
 TU1514  DESIGNATION -  GROVE
 TU1514  PID         -  TU1514
 TU1514  STATE/COUNTY-  HI/HONOLULU
 TU1514  USGS QUAD   -  HALEIWA (1983)
 TU1514
 TU1514                         *CURRENT SURVEY CONTROL
 TU1514  ___________________________________________________________________
 TU1514* NAD 83(1993)-  21 35 35.55121(N)    158 02 56.01169(W)     ADJUSTED  
 TU1514* LOCAL TIDAL -       244.6    (meters)     802.     (feet)  VERT ANG  
 TU1514  ___________________________________________________________________
 TU1514  EPOCH DATE  -        1993.62
 TU1514  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 TU1514  GEOID HEIGHT-          14.81  (meters)                     GEOID03
 TU1514
 TU1514  HORZ ORDER  -  FIRST
 TU1514
 TU1514.The horizontal coordinates were established by classical geodetic methods
 TU1514.and adjusted by the National Geodetic Survey in December 1998..
 TU1514.The horizontal coordinates are valid at the epoch date displayed above.
 TU1514.The epoch date for horizontal control is a decimal equivalence
 TU1514.of Year/Month/Day.
 TU1514
 TU1514.The orthometric height was determined by vertical angle observations.
 TU1514
 TU1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1514
 TU1514.The geoid height was determined by GEOID03.
 TU1514
 TU1514;                    North         East     Units Scale Factor Converg.
 TU1514;SPC HI 3     -    47,227.908   494,937.071   MT  0.99999032   -0 01 04.8
 TU1514;UTM  04      - 2,388,102.722   598,455.000   MT  0.99971978   +0 21 00.2
 TU1514
 TU1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1514!SPC HI 3     -   0.99995923  x   0.99999032  =   0.99994955
 TU1514!UTM  04      -   0.99995923  x   0.99971978  =   0.99967902
 TU1514
 TU1514|---------------------------------------------------------------------|
 TU1514| PID    Reference Object                     Distance      Geod. Az  |
 TU1514|                                                           dddmmss.s |
 TU1514| CJ9460 GROVE RM 1                           12.887 METERS 08524     |
 TU1514| CJ9461 GROVE RM 2                           19.261 METERS 17504     |
 TU1514| TU1642 KOLEKOLE PASS USN TOWER             APPROX.14.8 KM 2064539.7 |
 TU1514| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 8.2 KM 2544539.6 |
 TU1514| CJ9459 GROVE AZ MK                                        2914330.5 |
 TU1514|---------------------------------------------------------------------|
 TU1514
 TU1514                          SUPERSEDED SURVEY CONTROL
 TU1514
 TU1514  NAD 83(1986)-  21 35 35.50162(N)    158 02 56.02294(W) AD(       ) 1
 TU1514  OLD HI      -  21 35 46.93183(N)    158 03 05.92706(W) AD(       ) 1
 TU1514
 TU1514.Superseded values are not recommended for survey control.
 TU1514.NGS no longer adjusts projects to the OLD HI datum.
 TU1514.See file dsdata.txt to determine how the superseded data were derived.
 TU1514
 TU1514_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9845588103(NAD 83)
 TU1514_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1514
 TU1514  HISTORY     - Date     Condition        Report By
 TU1514  HISTORY     - 1969     MONUMENTED       CGS
 TU1514
 TU1514                          STATION DESCRIPTION
 TU1514
 TU1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1514'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF WAHIAWA, 4 MILES
 TU1514'EAST OF HALEIWA, 3-1/2 MILES SOUTH OF WAIMEA BEACH AND ON THE
 TU1514'NORTHEAST END OF A GROVE OF TALL TREES.
 TU1514'
 TU1514'TO REACH FROM THE FIRST HAWAIIAN BANK OF HALEIWA, WHICH IS AT THE
 TU1514'JUNCTION OF STATE HIGHWAYS 83 AND 821 AT THE NORTH EDGE OF HALEIWA,
 TU1514'GO NORTHEASTERLY ON STATE HIGHWAY 83 FOR 1.3 MILE TO A SIDE ROAD
 TU1514'ON THE RIGHT (KAWAILOA ROAD), TURN RIGHT AND GO SOUTHEASTERLY ON
 TU1514'KAWAILOA ROAD FOR 0.85 MILE TO A DIRT SIDE ROAD RIGHT, TURN
 TU1514'RIGHT ON DIRT ROAD AND GO SOUTHERLY FOR 0.05 MILE TO A REVERSE
 TU1514'FORK, CONTINUE AHEAD ON PAVED ROAD AND GO SOUTHERLY FOR 0.45
 TU1514'MILE TO A LOCKED CABLE ACROSS ROAD, CONTINUE SOUTHEASTERLY ON
 TU1514'PAVED ROAD FOR 1.2 MILE TO A LOCKED CABLE AND AZIMUTH MARK ON
 TU1514'THE RIGHT, CONTINUE SOUTHEASTERLY ON PAVED ROAD FOR 0.5 MILE
 TU1514'TO THE STATION ON THE RIGHT AND ON THE NORTHEAST SIDE OF A
 TU1514'GROVE OF TALL TREES.
 TU1514'
 TU1514'STATION MARK IS A STANDARD DISK STAMPED GROVE 1969, SET IN THE
 TU1514'TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 TU1514'ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET SOUTH OF THE
 TU1514'APPROXIMATE CENTER OF PAVED ROAD, 21 FEET WEST OF THE WEST EDGE
 TU1514'OF A GROVE OF LARGE TREES, 16 FEET NORTH OF A GROUP OF SMALL
 TU1514'TREES.
 TU1514'
 TU1514'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GROVE NO 1 1969, SET
 TU1514'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 TU1514'5 INCHES ABOVE THE SURFACE OF THE GROUND, ABOUT THE SAME ELEVATION
 TU1514'AS THE STATION MARK, 21 FEET SOUTH OF THE APPROXIMATE CENTER OF
 TU1514'PAVED ROAD, SET AT THE WEST END OF GROVE.
 TU1514'
 TU1514'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GROVE NO 2 1969,
 TU1514'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH
 TU1514'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND AND ABOUT 18
 TU1514'INCHES LOWER THAN THE STATION MARK.  IT IS 14 FEET NORTH OF
 TU1514'APPROXIMATE CENTER OF FIELD ROAD.
 TU1514'
 TU1514'AZIMUTH MARK IS A STANDARD DISK STAMPED GROVE 1969, SET IN THE
 TU1514'TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 TU1514'ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET WEST OF THE
 TU1514'WEST EDGE OF A CANAL, 34 FEET SOUTH OF THE APPROXIMATE CENTER OF
 TU1514'PAVED ROAD, 7.7 FEET SOUTH OF THE SOUTH EDGE OF CANAL, 3 FEET
 TU1514'NORTH OF A TELEPHONE POLE AND ON THE SOUTH SOUTHEAST EDGE OF
 TU1514'A FIELD.
 TU1514'
 TU1514'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO LARGE TREES ON LINE.
 TU1514'
 TU1514'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0687 ***********************************************************************
 TU0687  DESIGNATION -  H 1000
 TU0687  PID         -  TU0687
 TU0687  STATE/COUNTY-  HI/KAUAI
 TU0687  USGS QUAD   -  KEKAHA (1983)
 TU0687
 TU0687                         *CURRENT SURVEY CONTROL
 TU0687  ___________________________________________________________________
 TU0687* NAD 83(1986)-  21 59 15.     (N)    159 44 47.     (W)     SCALED    
 TU0687* LOCAL TIDAL -         3.224  (meters)      10.58   (feet)  ADJ UNCH  
 TU0687  ___________________________________________________________________
 TU0687  GEOID HEIGHT-          16.20  (meters)                     GEOID03
 TU0687
 TU0687  VERT ORDER  -  SECOND    CLASS 0
 TU0687
 TU0687.The horizontal coordinates were scaled from a topographic map and have
 TU0687.an estimated accuracy of +/- 6 seconds.
 TU0687
 TU0687.The orthometric height was key entered from printed documents
 TU0687.and not key verified.
 TU0687
 TU0687.The geoid height was determined by GEOID03.
 TU0687
 TU0687;                    North         East    Units  Estimated Accuracy
 TU0687;SPC HI 4     -    17,090.      474,560.      MT  (+/- 180 meters Scaled)
 TU0687
 TU0687                          SUPERSEDED SURVEY CONTROL
 TU0687
 TU0687.No superseded survey control is available for this station.
 TU0687
 TU0687_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK229316(NAD 83)
 TU0687_MARKER: DB = BENCH MARK DISK
 TU0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0687_STAMPING: H 1000 1964
 TU0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0687+STABILITY: SURFACE MOTION
 TU0687
 TU0687  HISTORY     - Date     Condition        Report By
 TU0687  HISTORY     - 1964     MONUMENTED       CGS
 TU0687  HISTORY     - 1966     GOOD             NGS
 TU0687
 TU0687                          STATION DESCRIPTION
 TU0687
 TU0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0687'2.4 MI NW FROM KEKAHA.
 TU0687'LOCATED 2.4 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 TU0687'OF STATE HIGHWAYS 50 AND 55 AT KEKAHA, 592.4 FEET SOUTHEAST OF THE
 TU0687'CENTER LINE OF THE MACADAM ROAD LEADING TO THE U.S. ARMY RADIO
 TU0687'STATION, 167.6 FEET SOUTHEAST OF A YELLOW METAL POST, 44.5 FEET
 TU0687'SOUTHWEST OF CENTERLINE OF HIGHWAY, 14.6 FEET NORTHEAST OF FENCELINE,
 TU0687'AND SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU0687'PROJECTS 8 INCHES ABOVE GROUND.  NOTE-- THE TELEPHONE POLE MENTIONED
 TU0687'IN ORIGINAL DESCRIPTION IS GONE.  THE ENTIRE TELEPHONE LINE HAS BEEN
 TU0687'REMOVED ALONG THIS SECTION OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0807 ***********************************************************************
 TU0807  DESIGNATION -  H 1002
 TU0807  PID         -  TU0807
 TU0807  STATE/COUNTY-  HI/KAUAI
 TU0807  USGS QUAD   -  MAKAHA POINT (1983)
 TU0807
 TU0807                         *CURRENT SURVEY CONTROL
 TU0807  ___________________________________________________________________
 TU0807* NAD 83(1986)-  22 07 10.     (N)    159 41 21.     (W)     SCALED    
 TU0807* LOCAL TIDAL -       925.253  (meters)    3035.60   (feet)  ADJ UNCH  
 TU0807  ___________________________________________________________________
 TU0807  GEOID HEIGHT-          16.60  (meters)                     GEOID03
 TU0807
 TU0807  VERT ORDER  -  SECOND    CLASS 0
 TU0807
 TU0807.The horizontal coordinates were scaled from a topographic map and have
 TU0807.an estimated accuracy of +/- 6 seconds.
 TU0807
 TU0807.The orthometric height was key entered from printed documents
 TU0807.and not key verified.
 TU0807
 TU0807.The geoid height was determined by GEOID03.
 TU0807
 TU0807;                    North         East    Units  Estimated Accuracy
 TU0807;SPC HI 4     -    31,690.      480,480.      MT  (+/- 180 meters Scaled)
 TU0807
 TU0807                          SUPERSEDED SURVEY CONTROL
 TU0807
 TU0807.No superseded survey control is available for this station.
 TU0807
 TU0807_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK289462(NAD 83)
 TU0807_MARKER: DB = BENCH MARK DISK
 TU0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0807_STAMPING: H 1002 1966
 TU0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0807+STABILITY: SURFACE MOTION
 TU0807
 TU0807  HISTORY     - Date     Condition        Report By
 TU0807  HISTORY     - 1966     MONUMENTED       CGS
 TU0807
 TU0807                          STATION DESCRIPTION
 TU0807
 TU0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0807'17 MI N FROM KEKAHA.
 TU0807'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0807'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 1.5 MILES WEST ALONG AN ASPHALT
 TU0807'ROAD, 19 FEET SOUTH OF THE CENTER OF THE ASPHALT ROAD, 5 FEET EAST OF
 TU0807'A POWER POLE, 2.8 FEET WEST OF A 4 BY 4-INCH WHITE WITNESS POST AND
 TU0807'SIGN, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TU0807'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0326 ***********************************************************************
 TU0326  DESIGNATION -  H 11
 TU0326  PID         -  TU0326
 TU0326  STATE/COUNTY-  HI/HONOLULU
 TU0326  USGS QUAD   -  KOKO HEAD (1983)
 TU0326
 TU0326                         *CURRENT SURVEY CONTROL
 TU0326  ___________________________________________________________________
 TU0326* NAD 83(1986)-  21 16 47.     (N)    157 44 40.     (W)     SCALED    
 TU0326* LOCAL TIDAL -         4.820  (meters)      15.81   (feet)  ADJ UNCH  
 TU0326  ___________________________________________________________________
 TU0326  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0326
 TU0326  VERT ORDER  -  FIRST     CLASS II
 TU0326
 TU0326.The horizontal coordinates were scaled from a topographic map and have
 TU0326.an estimated accuracy of +/- 6 seconds.
 TU0326
 TU0326.The orthometric height was key entered from printed documents
 TU0326.and not key verified.
 TU0326
 TU0326.The geoid height was determined by GEOID03.
 TU0326
 TU0326;                    North         East    Units  Estimated Accuracy
 TU0326;SPC HI 3     -    12,540.      526,520.      MT  (+/- 180 meters Scaled)
 TU0326
 TU0326                          SUPERSEDED SURVEY CONTROL
 TU0326
 TU0326.No superseded survey control is available for this station.
 TU0326
 TU0326_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ302536(NAD 83)
 TU0326_MARKER: DB = BENCH MARK DISK
 TU0326_SETTING: 80 = SET IN A BOULDER
 TU0326_SP_SET: BOULDER
 TU0326_STAMPING: H 11 1969
 TU0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0326+STABILITY: SURFACE MOTION
 TU0326
 TU0326  HISTORY     - Date     Condition        Report By
 TU0326  HISTORY     - 1969     MONUMENTED       CGS
 TU0326
 TU0326                          STATION DESCRIPTION
 TU0326
 TU0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0326'0.75 MI E FROM AINA HAINA.
 TU0326'0.75 MILE EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST HIND
 TU0326'DRIVE AT AINA HAINA, IN ABOUT THE CENTER OF A LAVA ROCK CUT ON THE
 TU0326'NORTHWEST SIDE OF THE HIGHWAY, IN THE TOP OF A 3- BY 4-FOOT PORTION OF
 TU0326'A BOULDER EXTENDING FROM THE FACE OF THE CUT, ABOUT 35 YARDS
 TU0326'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM RESIDENCE NO. 5493
 TU0326'KALANANAOLE HIGHWAY, 114.6 FEET SOUTHWEST OF FIRE HYDRANT NO. 3583,
 TU0326'5.2 FEET NORTH-NORTHWEST OF THE EDGE OF AN ASPHALT WALKWAY, 25 YARDS
 TU0326'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 205, AND
 TU0326'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0466 ***********************************************************************
 TU0466  DESIGNATION -  H 12
 TU0466  PID         -  TU0466
 TU0466  STATE/COUNTY-  HI/HONOLULU
 TU0466  USGS QUAD   -  HONOLULU (1983)
 TU0466
 TU0466                         *CURRENT SURVEY CONTROL
 TU0466  ___________________________________________________________________
 TU0466* NAD 83(1986)-  21 18 19.     (N)    157 49 38.     (W)     SCALED    
 TU0466* LOCAL TIDAL -        51.871  (meters)     170.18   (feet)  ADJ UNCH  
 TU0466  ___________________________________________________________________
 TU0466  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU0466
 TU0466  VERT ORDER  -  FIRST     CLASS II
 TU0466
 TU0466.The horizontal coordinates were scaled from a topographic map and have
 TU0466.an estimated accuracy of +/- 6 seconds.
 TU0466
 TU0466.The orthometric height was key entered from printed documents
 TU0466.and not key verified.
 TU0466
 TU0466.The geoid height was determined by GEOID03.
 TU0466
 TU0466;                    North         East    Units  Estimated Accuracy
 TU0466;SPC HI 3     -    15,360.      517,930.      MT  (+/- 180 meters Scaled)
 TU0466
 TU0466                          SUPERSEDED SURVEY CONTROL
 TU0466
 TU0466.No superseded survey control is available for this station.
 TU0466
 TU0466_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ216563(NAD 83)
 TU0466_MARKER: DB = BENCH MARK DISK
 TU0466_SETTING: 66 = SET IN ROCK OUTCROP
 TU0466_SP_SET: ROCK OUTCROP
 TU0466_STAMPING: H 12 1969
 TU0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0466+STABILITY: POSITION/ELEVATION WELL
 TU0466
 TU0466  HISTORY     - Date     Condition        Report By
 TU0466  HISTORY     - 1969     MONUMENTED       CGS
 TU0466  HISTORY     - 19990525 GOOD             USPSQD
 TU0466
 TU0466                          STATION DESCRIPTION
 TU0466
 TU0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0466'IN HONOLULU.
 TU0466'AT HONOLULU, 0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM THE POST
 TU0466'OFFICE, THENCE 1.75 MILES SOUTHEAST ALONG BERETANIA STREET, THENCE
 TU0466'0.55 MILE NORTH ALONG PUNAHOU STREET, THENCE 0.2 MILE NORTHEAST ALONG
 TU0466'MANOA ROAD, AT THE Y JUNCTION OF PIPERS PALI WHICH IS A ONE WAY
 TU0466'ENTRANCE ROAD TO SCHOOL GROUNDS AND A HOUSING AREA, IN THE TOP OF A
 TU0466'ROCK OUTCROP WHICH IS ALONG THE NORTHEAST SIDE OF PUNAHOU SCHOOL
 TU0466'PROPERTY, 126.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 21.0
 TU0466'FEET NORTHEAST OF THE CENTER LINE OF PIPERS PALI, 50.6 FEET
 TU0466'EAST-SOUTHEAST OF THE SOUTHEAST TIP OF A CONCRETE ISLAND WHERE THE
 TU0466'ENTRANCE ROADS JOIN, 15.0 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 TU0466'ROCK RETAINING WALL WHICH JOINS THE OUTCROP, 8.1 FEET NORTHEAST OF AN
 TU0466'IRON POLE BEARING A PARKING SIGN, AND ABOUT 4 FEET HIGHER THAN THE
 TU0466'PIPERS PALI.
 TU0466
 TU0466                          STATION RECOVERY (1999)
 TU0466
 TU0466'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0256 ***********************************************************************
 TU0256  DESIGNATION -  H 13
 TU0256  PID         -  TU0256
 TU0256  STATE/COUNTY-  HI/HONOLULU
 TU0256  USGS QUAD   -  PEARL HARBOR (1983)
 TU0256
 TU0256                         *CURRENT SURVEY CONTROL
 TU0256  ___________________________________________________________________
 TU0256* NAD 83(1986)-  21 20 41.     (N)    157 56 00.     (W)     SCALED    
 TU0256* LOCAL TIDAL -         9.599  (meters)      31.49   (feet)  ADJ UNCH  
 TU0256  ___________________________________________________________________
 TU0256  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0256
 TU0256  VERT ORDER  -  FIRST     CLASS II
 TU0256
 TU0256.The horizontal coordinates were scaled from a topographic map and have
 TU0256.an estimated accuracy of +/- 6 seconds.
 TU0256
 TU0256.The orthometric height was key entered from printed documents
 TU0256.and not key verified.
 TU0256
 TU0256.The geoid height was determined by GEOID03.
 TU0256
 TU0256;                    North         East    Units  Estimated Accuracy
 TU0256;SPC HI 3     -    19,720.      506,920.      MT  (+/- 180 meters Scaled)
 TU0256
 TU0256                          SUPERSEDED SURVEY CONTROL
 TU0256
 TU0256.No superseded survey control is available for this station.
 TU0256
 TU0256_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ106606(NAD 83)
 TU0256_MARKER: DB = BENCH MARK DISK
 TU0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0256_SP_SET: CULVERT
 TU0256_STAMPING: H 13 1969
 TU0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0256
 TU0256  HISTORY     - Date     Condition        Report By
 TU0256  HISTORY     - 1969     MONUMENTED       CGS
 TU0256  HISTORY     - 1982     MARK NOT FOUND   USGS
 TU0256
 TU0256                          STATION DESCRIPTION
 TU0256
 TU0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0256'6.1 MI NW FROM HONOLULU.
 TU0256'0.25 MILE NORTHWEST ALONG QUEEN STREET FROM THE POST OFFICE AT
 TU0256'HONOLULU, THENCE 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 92, THENCE
 TU0256'3.05 MILES WEST ALONG STATE HIGHWAY 90, ABOUT 125 FEET NORTHWEST OF
 TU0256'THE CENTER LINE OF HENNLEY STREET LEADING TO MOANALUA SHOPPING CENTER,
 TU0256'IN THE SOUTH CORNER OF A U -SHAPED HEAD WALL OF A CULVERT, 10.3 FEET
 TU0256'NORTHEAST OF THE NORTHEAST CURB OF THE NORTHWEST BOUND LANES OF THE
 TU0256'HIGHWAY, 17.4 FEET SOUTHWEST OF A CYCLONE FENCE AROUND THE LUTHERAN
 TU0256'ELEMENTARY SCHOOL, 5.5 FEET NORTH OF A METAL GUARDPOST, 2.9 FEET
 TU0256'SOUTHWEST OF THE NORTHEAST EDGE OF THE HEAD WALL, 3.3 FEET SOUTHEAST
 TU0256'OF THE NORTHWEST EDGE OF THE HEAD WALL, 55.0 FEET EAST OF AN IRON
 TU0256'STREET LIGHT POLE.
 TU0256
 TU0256                          STATION RECOVERY (1982)
 TU0256
 TU0256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TU0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0631 ***********************************************************************
 TU0631  DESIGNATION -  H 14
 TU0631  PID         -  TU0631
 TU0631  STATE/COUNTY-  HI/HONOLULU
 TU0631  USGS QUAD   -  EWA (1983)
 TU0631
 TU0631                         *CURRENT SURVEY CONTROL
 TU0631  ___________________________________________________________________
 TU0631* NAD 83(1986)-  21 19 55.     (N)    158 02 55.     (W)     SCALED    
 TU0631* LOCAL TIDAL -        15.807  (meters)      51.86   (feet)  ADJ UNCH  
 TU0631  ___________________________________________________________________
 TU0631  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU0631
 TU0631  VERT ORDER  -  FIRST     CLASS II
 TU0631
 TU0631.The horizontal coordinates were scaled from a topographic map and have
 TU0631.an estimated accuracy of +/- 6 seconds.
 TU0631
 TU0631.The orthometric height was key entered from printed documents
 TU0631.and not key verified.
 TU0631
 TU0631.The geoid height was determined by GEOID03.
 TU0631
 TU0631;                    North         East    Units  Estimated Accuracy
 TU0631;SPC HI 3     -    18,300.      494,960.      MT  (+/- 180 meters Scaled)
 TU0631
 TU0631                          SUPERSEDED SURVEY CONTROL
 TU0631
 TU0631.No superseded survey control is available for this station.
 TU0631
 TU0631_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ986591(NAD 83)
 TU0631_MARKER: DB = BENCH MARK DISK
 TU0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0631_STAMPING: H 14 1969
 TU0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0631+STABILITY: SURFACE MOTION
 TU0631
 TU0631  HISTORY     - Date     Condition        Report By
 TU0631  HISTORY     - 1969     MONUMENTED       CGS
 TU0631  HISTORY     - 1982     MARK NOT FOUND   USGS
 TU0631  HISTORY     - 20060218 GOOD             GEOCAC
 TU0631  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0631
 TU0631                          STATION DESCRIPTION
 TU0631
 TU0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0631'1.15 MI SW FROM EWA.
 TU0631'1.15 MILES SOUTHWEST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA, AT
 TU0631'THE JUNCTION OF A GRAVELED ROAD NORTHWEST BETWEEN SUGAR CANE FIELDS,
 TU0631'IN LINE WITH THE CENTER OF A GRAVELED ROAD, 16.0 FEET SOUTHEAST OF THE
 TU0631'CENTER LINE OF RENTON ROAD, 1.7 FEET EAST OF POWER POLE 197 T, 13.4
 TU0631'FEET NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD TRACK, ABOUT 1 FOOT
 TU0631'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 TU0631'0.3 FOOT ABOVE THE GROUND.
 TU0631
 TU0631                          STATION RECOVERY (1982)
 TU0631
 TU0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TU0631'MARK NOT FOUND.
 TU0631
 TU0631                          STATION RECOVERY (2006)
 TU0631
 TU0631'RECOVERY NOTE BY GEOCACHING 2006 (GFH)
 TU0631'FOUND AT ABOUT 21 INCHES SOUTH OF POWER POLE 197 AND ABOUT 8 INCHES
 TU0631'BELOW THE SURFACE.
 TU0631
 TU0631                          STATION RECOVERY (2006)
 TU0631
 TU0631'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0631'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0544 ***********************************************************************
 TU0544  DESIGNATION -  H 15
 TU0544  PID         -  TU0544
 TU0544  STATE/COUNTY-  HI/HONOLULU
 TU0544  USGS QUAD   -  KAENA (1983)
 TU0544
 TU0544                         *CURRENT SURVEY CONTROL
 TU0544  ___________________________________________________________________
 TU0544* NAD 83(1986)-  21 34 24.     (N)    158 09 02.     (W)     SCALED    
 TU0544* LOCAL TIDAL -         2.862  (meters)       9.39   (feet)  ADJ UNCH  
 TU0544  ___________________________________________________________________
 TU0544  GEOID HEIGHT-          14.90  (meters)                     GEOID03
 TU0544
 TU0544  VERT ORDER  -  FIRST     CLASS II
 TU0544
 TU0544.The horizontal coordinates were scaled from a topographic map and have
 TU0544.an estimated accuracy of +/- 6 seconds.
 TU0544
 TU0544.The orthometric height was key entered from printed documents
 TU0544.and not key verified.
 TU0544
 TU0544.The geoid height was determined by GEOID03.
 TU0544
 TU0544;                    North         East    Units  Estimated Accuracy
 TU0544;SPC HI 3     -    45,030.      484,410.      MT  (+/- 180 meters Scaled)
 TU0544
 TU0544                          SUPERSEDED SURVEY CONTROL
 TU0544
 TU0544.No superseded survey control is available for this station.
 TU0544
 TU0544_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ879858(NAD 83)
 TU0544_MARKER: DB = BENCH MARK DISK
 TU0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0544_SP_SET: CULVERT
 TU0544_STAMPING: H 15 1969
 TU0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0544
 TU0544  HISTORY     - Date     Condition        Report By
 TU0544  HISTORY     - 1969     MONUMENTED       CGS
 TU0544
 TU0544                          STATION DESCRIPTION
 TU0544
 TU0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0544'2.55 MI W FROM WAIALUA.
 TU0544'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0544'THENCE 2.05 MILES WEST ALONG STATE HIGHWAY 99, AT THE JUNCTION OF A
 TU0544'DIRT ROAD NORTHEAST, 18.8 FEET NORTHEAST OF THE CENTER LINE OF THE
 TU0544'HIGHWAY, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP
 TU0544'OF THE CENTER OF THE NORTHEAST HEAD WALL OF A CULVERT, 42.3 FEET EAST
 TU0544'AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 64 WITH A TRANSFORMER, AND
 TU0544'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0474 ***********************************************************************
 TU0474  DESIGNATION -  H 16
 TU0474  PID         -  TU0474
 TU0474  STATE/COUNTY-  HI/HONOLULU
 TU0474  USGS QUAD   -  KAHANA (1983)
 TU0474
 TU0474                         *CURRENT SURVEY CONTROL
 TU0474  ___________________________________________________________________
 TU0474* NAD 83(1986)-  21 30 20.     (N)    157 51 20.     (W)     SCALED    
 TU0474* LOCAL TIDAL -        13.688  (meters)      44.91   (feet)  ADJ UNCH  
 TU0474  ___________________________________________________________________
 TU0474  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU0474
 TU0474  VERT ORDER  -  FIRST     CLASS II
 TU0474
 TU0474.The horizontal coordinates were scaled from a topographic map and have
 TU0474.an estimated accuracy of +/- 6 seconds.
 TU0474
 TU0474.The orthometric height was key entered from printed documents
 TU0474.and not key verified.
 TU0474
 TU0474.The geoid height was determined by GEOID03.
 TU0474
 TU0474;                    North         East    Units  Estimated Accuracy
 TU0474;SPC HI 3     -    37,530.      514,970.      MT  (+/- 180 meters Scaled)
 TU0474
 TU0474                          SUPERSEDED SURVEY CONTROL
 TU0474
 TU0474.No superseded survey control is available for this station.
 TU0474
 TU0474_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ185785(NAD 83)
 TU0474_MARKER: DB = BENCH MARK DISK
 TU0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0474_SP_SET: CULVERT
 TU0474_STAMPING: H 16 1969
 TU0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0474
 TU0474  HISTORY     - Date     Condition        Report By
 TU0474  HISTORY     - 1969     MONUMENTED       CGS
 TU0474
 TU0474                          STATION DESCRIPTION
 TU0474
 TU0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0474'8.6 MI NW FROM KANEOHE.
 TU0474'8.6 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0474'KANEOHE, 0.1 MILE SOUTH OF CHANGS SERVICE STATION, IN THE TOP AND 1.5
 TU0474'FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A
 TU0474'36-INCH PIPE CULVERT, 17.8 FEET EAST OF THE CENTER LINE OF THE
 TU0474'HIGHWAY, 7.9 FEET WEST OF A FENCE, 12.5 FEET NORTH OF POWER POLE
 TU0474'120-301, 4.85 MILES SOUTHEAST OF KAAAWA, AND ABOUT 1 FOOT LOWER THAN
 TU0474'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0413 ***********************************************************************
 TU0413  DESIGNATION -  H 2
 TU0413  PID         -  TU0413
 TU0413  STATE/COUNTY-  HI/HONOLULU
 TU0413  USGS QUAD   -  HONOLULU (1983)
 TU0413
 TU0413                         *CURRENT SURVEY CONTROL
 TU0413  ___________________________________________________________________
 TU0413* NAD 83(1986)-  21 17 55.     (N)    157 50 05.     (W)     SCALED    
 TU0413* LOCAL TIDAL -         9.611  (meters)      31.53   (feet)  ADJ UNCH  
 TU0413  ___________________________________________________________________
 TU0413  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU0413
 TU0413  VERT ORDER  -  FIRST     CLASS II
 TU0413
 TU0413.The horizontal coordinates were scaled from a topographic map and have
 TU0413.an estimated accuracy of +/- 6 seconds.
 TU0413
 TU0413.The orthometric height was key entered from printed documents
 TU0413.and not key verified.
 TU0413
 TU0413.The geoid height was determined by GEOID03.
 TU0413
 TU0413;                    North         East    Units  Estimated Accuracy
 TU0413;SPC HI 3     -    14,620.      517,150.      MT  (+/- 180 meters Scaled)
 TU0413
 TU0413                          SUPERSEDED SURVEY CONTROL
 TU0413
 TU0413.No superseded survey control is available for this station.
 TU0413
 TU0413_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ208556(NAD 83)
 TU0413_MARKER: DB = BENCH MARK DISK
 TU0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0413_STAMPING: H 2
 TU0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0413+STABILITY: SURFACE MOTION
 TU0413
 TU0413  HISTORY     - Date     Condition        Report By
 TU0413  HISTORY     - UNK      MONUMENTED       CGS
 TU0413  HISTORY     - 1969     GOOD             NGS
 TU0413  HISTORY     - 19990422 GOOD             USPSQD
 TU0413
 TU0413                          STATION DESCRIPTION
 TU0413
 TU0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0413'2.0 MI SE FROM HONOLULU.
 TU0413'0.25 MILES NORTHEAST ALONG RICHARDS STREET FROM THE POST OFFICE AT
 TU0413'HONOLULU, THENCE 1.75 MILES SOUTHEAST ALONG SOUTH BERETANIA STREET, AT
 TU0413'THE EAST CORNER OF THE JUNCTION OF PUNAHOU STREET, AT THE SOUTHWEST
 TU0413'CORNER OF THE GROUNDS OF THE CENTRAL UNION CHURCH, 14.0 FEET NORTHEAST
 TU0413'OF THE NORTHEAST EDGE OF THE NORTHEAST SIDEWALK OF SOUTH BERETANIA
 TU0413'STREET, 33.3 FEET SOUTHEAST OF A METAL TRAFFIC SIGNAL POST, 15.0 FEET
 TU0413'SOUTHWEST OF A MONUMENT WITH A CENTRAL UNION CHURCH PLAQUE, IN THE TOP
 TU0413'OF A CONCRETE POST PAINTED YELLOW AND PROJECTS 0.5 FOOT ABOVE THE
 TU0413'GROUND.
 TU0413
 TU0413                          STATION RECOVERY (1999)
 TU0413
 TU0413'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0052 ***********************************************************************
 TU0052  DESIGNATION -  H 20
 TU0052  PID         -  TU0052
 TU0052  STATE/COUNTY-  HI/HAWAII
 TU0052  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0052
 TU0052                         *CURRENT SURVEY CONTROL
 TU0052  ___________________________________________________________________
 TU0052* NAD 83(1986)-  19 36 46.     (N)    155 02 52.     (W)     SCALED    
 TU0052* LOCAL TIDAL -       154.311  (meters)     506.27   (feet)  ADJ UNCH  
 TU0052  ___________________________________________________________________
 TU0052  GEOID HEIGHT-          18.05  (meters)                     GEOID03
 TU0052
 TU0052  VERT ORDER  -  FIRST     CLASS I
 TU0052
 TU0052.The horizontal coordinates were scaled from a topographic map and have
 TU0052.an estimated accuracy of +/- 6 seconds.
 TU0052
 TU0052.The orthometric height was key entered from printed documents
 TU0052.and not key verified.
 TU0052
 TU0052.The geoid height was determined by GEOID03.
 TU0052
 TU0052;                    North         East    Units  Estimated Accuracy
 TU0052;SPC HI 1     -    86,340.      547,440.      MT  (+/- 180 meters Scaled)
 TU0052
 TU0052                          SUPERSEDED SURVEY CONTROL
 TU0052
 TU0052.No superseded survey control is available for this station.
 TU0052
 TU0052_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB852699(NAD 83)
 TU0052_MARKER: DB = BENCH MARK DISK
 TU0052_SETTING: 66 = SET IN ROCK OUTCROP
 TU0052_SP_SET: LAVA OUTCROP
 TU0052_STAMPING: H 20 1975
 TU0052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0052+STABILITY: POSITION/ELEVATION WELL
 TU0052
 TU0052  HISTORY     - Date     Condition        Report By
 TU0052  HISTORY     - 1975     MONUMENTED       NGS
 TU0052
 TU0052                          STATION DESCRIPTION
 TU0052
 TU0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0052'0.80 MI SW FROM KEAAU.
 TU0052'0.45 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN KEAAU,
 TU0052'THENCE 0.35 MILE SOUTHWEST ALONG STATE HIGHWAY 11 TO A LAVA OUTCROP ON
 TU0052'THE WEST SIDE OF THE HWY., 39.0 FEET WEST OF THE CENTERLINE OF ST. HWY
 TU0052'11, 101.0 FEET NORTH OF THE CENTERLINE OF SIDE ROAD WEST, 10.5 FEET
 TU0052'SOUTHEAST OF A POWER POLE NO. 119, IN TOP OF A LAVA OUTCROP 6.0 FEET
 TU0052'ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0857 ***********************************************************************
 TU0857  DESIGNATION -  H 22
 TU0857  PID         -  TU0857
 TU0857  STATE/COUNTY-  HI/MAUI
 TU0857  USGS QUAD   -  WAILUKU (1997)
 TU0857
 TU0857                         *CURRENT SURVEY CONTROL
 TU0857  ___________________________________________________________________
 TU0857* NAD 83(1986)-  20 52 33.     (N)    156 27 38.     (W)     SCALED    
 TU0857* LOCAL TIDAL -        12.121  (meters)      39.77   (feet)  ADJUSTED  
 TU0857  ___________________________________________________________________
 TU0857  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU0857
 TU0857  VERT ORDER  -  FIRST     CLASS I
 TU0857
 TU0857.The horizontal coordinates were scaled from a topographic map and have
 TU0857.an estimated accuracy of +/- 6 seconds.
 TU0857
 TU0857.The orthometric height was determined by differential leveling
 TU0857.and adjusted by the National Geodetic Survey in December 2003..
 TU0857
 TU0857.The geoid height was determined by GEOID03.
 TU0857
 TU0857;                    North         East    Units  Estimated Accuracy
 TU0857;SPC HI 2     -    60,070.      521,450.      MT  (+/- 180 meters Scaled)
 TU0857
 TU0857                          SUPERSEDED SURVEY CONTROL
 TU0857
 TU0857.No superseded survey control is available for this station.
 TU0857
 TU0857_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ642104(NAD 83)
 TU0857_MARKER: DV = VERTICAL CONTROL DISK
 TU0857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TU0857_SP_SET: HEADWALL
 TU0857_STAMPING: H 22 1979
 TU0857_MARK LOGO: NGS   
 TU0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0857+STABILITY: SURFACE MOTION
 TU0857
 TU0857  HISTORY     - Date     Condition        Report By
 TU0857  HISTORY     - 1979     MONUMENTED       NGS
 TU0857
 TU0857                          STATION DESCRIPTION
 TU0857
 TU0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0857'0.8 MILE NORTH OF PUUNENE, AT THE JUNCTION OF STATE HIGHWAYS 35 AND
 TU0857'STATE HIGHWAY 38, 38 FEET WEST OF THE CENTER OF STATE HIGHWAY 35, 21
 TU0857'FEET SOUTHWEST OF MILE POST 1, 100 FEET NORTH OF THE CENTER OF STATE
 TU0857'HIGHWAY 38, AND 25 FEET NORTHEAST OF UTILITY POLE NUMBER 147T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0891 ***********************************************************************
 TU0891  DESIGNATION -  H 23
 TU0891  PID         -  TU0891
 TU0891  STATE/COUNTY-  HI/MAUI
 TU0891  USGS QUAD   -  MAKENA (1995)
 TU0891
 TU0891                         *CURRENT SURVEY CONTROL
 TU0891  ___________________________________________________________________
 TU0891* NAD 83(1986)-  20 39 38.     (N)    156 24 12.     (W)     SCALED    
 TU0891* LOCAL TIDAL -       498.633  (meters)    1635.93   (feet)  ADJUSTED  
 TU0891  ___________________________________________________________________
 TU0891  GEOID HEIGHT-          16.91  (meters)                     GEOID03
 TU0891
 TU0891  VERT ORDER  -  FIRST     CLASS I
 TU0891
 TU0891.The horizontal coordinates were scaled from a topographic map and have
 TU0891.an estimated accuracy of +/- 6 seconds.
 TU0891
 TU0891.The orthometric height was determined by differential leveling
 TU0891.and adjusted by the National Geodetic Survey in December 2003..
 TU0891
 TU0891.The geoid height was determined by GEOID03.
 TU0891
 TU0891;                    North         East    Units  Estimated Accuracy
 TU0891;SPC HI 2     -    36,250.      527,440.      MT  (+/- 180 meters Scaled)
 TU0891
 TU0891                          SUPERSEDED SURVEY CONTROL
 TU0891
 TU0891.No superseded survey control is available for this station.
 TU0891
 TU0891_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH705867(NAD 83)
 TU0891_MARKER: DV = VERTICAL CONTROL DISK
 TU0891_SETTING: 66 = SET IN ROCK OUTCROP
 TU0891_SP_SET: SET IN ROCK OUTCROP
 TU0891_STAMPING: H 23 1979
 TU0891_MARK LOGO: NGS   
 TU0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0891+STABILITY: POSITION/ELEVATION WELL
 TU0891
 TU0891  HISTORY     - Date     Condition        Report By
 TU0891  HISTORY     - 1979     MONUMENTED       NGS
 TU0891
 TU0891                          STATION DESCRIPTION
 TU0891
 TU0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0891'5.3 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0891'IN MAKENA, SET IN TOP OF A LAVA FLOW OUTCROP, 13 FEET WEST OF THE
 TU0891'CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0922 ***********************************************************************
 TU0922  DESIGNATION -  H 24
 TU0922  PID         -  TU0922
 TU0922  STATE/COUNTY-  HI/MAUI
 TU0922  USGS QUAD   -  PAIA (1997)
 TU0922
 TU0922                         *CURRENT SURVEY CONTROL
 TU0922  ___________________________________________________________________
 TU0922* NAD 83(1986)-  20 53 04.     (N)    156 25 38.     (W)     SCALED    
 TU0922* LOCAL TIDAL -        27.009  (meters)      88.61   (feet)  ADJUSTED  
 TU0922  ___________________________________________________________________
 TU0922  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU0922
 TU0922  VERT ORDER  -  FIRST     CLASS I
 TU0922
 TU0922.The horizontal coordinates were scaled from a topographic map and have
 TU0922.an estimated accuracy of +/- 6 seconds.
 TU0922
 TU0922.The orthometric height was determined by differential leveling
 TU0922.and adjusted by the National Geodetic Survey in December 2003..
 TU0922.No vertical observational check was made to the station.
 TU0922
 TU0922.The geoid height was determined by GEOID03.
 TU0922
 TU0922;                    North         East    Units  Estimated Accuracy
 TU0922;SPC HI 2     -    61,030.      524,910.      MT  (+/- 180 meters Scaled)
 TU0922
 TU0922                          SUPERSEDED SURVEY CONTROL
 TU0922
 TU0922.No superseded survey control is available for this station.
 TU0922
 TU0922_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ676115(NAD 83)
 TU0922_MARKER: DV = VERTICAL CONTROL DISK
 TU0922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0922_SP_SET: ABUTMENT ON LAVA FLOW
 TU0922_STAMPING: H 24 1979
 TU0922_MARK LOGO: NGS   
 TU0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0922
 TU0922  HISTORY     - Date     Condition        Report By
 TU0922  HISTORY     - 1979     MONUMENTED       NGS
 TU0922
 TU0922                          STATION DESCRIPTION
 TU0922
 TU0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0922'3.0 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 TU0922'HIGHWAYS 36, 32 AND 35 IN KAHULUI, SET IN THE TOP AND 1 FOOT WEST OF
 TU0922'THE EAST END OF THE NORTH HEADWALL OF A BRIDGE ABUTMENT OVER A CANAL,
 TU0922'35 FEET NORTH OF THE CENTER OF THE HIGHWAY.  NOTE=MARK IS ALSO 0.2
 TU0922'MILE WEST ALONG HIGHWAY 36 FROM THE JUNCTION OF STATE HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0580 ***********************************************************************
 TU0580  DESIGNATION -  H 245
 TU0580  PID         -  TU0580
 TU0580  STATE/COUNTY-  HI/HONOLULU
 TU0580  USGS QUAD   -  HALEIWA (1983)
 TU0580
 TU0580                         *CURRENT SURVEY CONTROL
 TU0580  ___________________________________________________________________
 TU0580* NAD 83(1986)-  21 30 43.     (N)    158 02 31.     (W)     SCALED    
 TU0580* LOCAL TIDAL -       296.040  (meters)     971.26   (feet)  ADJ UNCH  
 TU0580  ___________________________________________________________________
 TU0580  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0580
 TU0580  VERT ORDER  -  FIRST     CLASS II
 TU0580
 TU0580.The horizontal coordinates were scaled from a topographic map and have
 TU0580.an estimated accuracy of +/- 6 seconds.
 TU0580
 TU0580.The orthometric height was key entered from printed documents
 TU0580.and not key verified.
 TU0580
 TU0580.The geoid height was determined by GEOID03.
 TU0580
 TU0580;                    North         East    Units  Estimated Accuracy
 TU0580;SPC HI 3     -    38,230.      495,650.      MT  (+/- 180 meters Scaled)
 TU0580
 TU0580                          SUPERSEDED SURVEY CONTROL
 TU0580
 TU0580.No superseded survey control is available for this station.
 TU0580
 TU0580_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ992791(NAD 83)
 TU0580_MARKER: DB = BENCH MARK DISK
 TU0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0580_STAMPING: H 245 1962
 TU0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0580+STABILITY: SURFACE MOTION
 TU0580
 TU0580  HISTORY     - Date     Condition        Report By
 TU0580  HISTORY     - 1962     MONUMENTED       CGS
 TU0580  HISTORY     - 1963     GOOD             NGS
 TU0580  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0580
 TU0580                          STATION DESCRIPTION
 TU0580
 TU0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0580'1.5 MI NW FROM WAHIAWA.
 TU0580'0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM THE POST OFFICE IN
 TU0580'WAHIAWA, THENCE 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 80, THENCE
 TU0580'0.2 MILE NORTH ON LEFT FORK, IN EAST ANGLE OF CROSSROAD INTERSECTION
 TU0580'OF STATE HIGHWAYS 80 AND 82.  50 YARDS WEST-NORTHWEST OF THE NORTHWEST
 TU0580'ONE OF TWO LARGE, DEL MONTE WAREHOUSES, 47 FEET SOUTHEAST OF CENTER
 TU0580'LINE OF HIGHWAY 82, 23 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 TU0580'HIGHWAY 80, 8.1 FEET NORTHWEST OF A HIGHWAY STOP SIGN, 8.9 FEET
 TU0580'SOUTHWEST OF THE CENTER OF TELEPHONE POLE NO. 62-T, 7.6 FEET
 TU0580'EAST-SOUTHEAST OF SIGNPOST KAUKONAHUA RD AND KAMANANUI DR, AND SET IN
 TU0580'THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 4
 TU0580'INCHES ABOVE GROUND AND IS SET IN THE GRASSY STRIP BETWEEN A WHITE,
 TU0580'WOODEN, GUARD-RAIL AND A STONE RETAINING WALL, THE TOP OF WHICH IS
 TU0580'FLUSH WITH THE GROUND.
 TU0580
 TU0580                          STATION RECOVERY (2006)
 TU0580
 TU0580'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0580'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0569 ***********************************************************************
 TU0569  DESIGNATION -  H 3
 TU0569  PID         -  TU0569
 TU0569  STATE/COUNTY-  HI/HONOLULU
 TU0569  USGS QUAD   -  
 TU0569
 TU0569                         *CURRENT SURVEY CONTROL
 TU0569  ___________________________________________________________________
 TU0569* NAD 83(1986)-  21 34 20.     (N)    158 16 31.     (W)     SCALED    
 TU0569* LOCAL TIDAL -         9.581  (meters)      31.43   (feet)  ADJ UNCH  
 TU0569  ___________________________________________________________________
 TU0569  GEOID HEIGHT-          14.46  (meters)                     GEOID03
 TU0569
 TU0569  VERT ORDER  -  FIRST     CLASS II
 TU0569
 TU0569.The horizontal coordinates were scaled from a topographic map and have
 TU0569.an estimated accuracy of +/- 6 seconds.
 TU0569
 TU0569.The orthometric height was key entered from printed documents
 TU0569.and not key verified.
 TU0569
 TU0569.The geoid height was determined by GEOID03.
 TU0569
 TU0569;                    North         East    Units  Estimated Accuracy
 TU0569;SPC HI 3     -    44,930.      471,490.      MT  (+/- 180 meters Scaled)
 TU0569
 TU0569                          SUPERSEDED SURVEY CONTROL
 TU0569
 TU0569.No superseded survey control is available for this station.
 TU0569
 TU0569_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ750856(NAD 83)
 TU0569_MARKER: DJ = TIDAL STATION DISK
 TU0569_SETTING: 80 = SET IN A BOULDER
 TU0569_SP_SET: BOULDER
 TU0569_STAMPING: H 3
 TU0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0569+STABILITY: SURFACE MOTION
 TU0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0569+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 TU0569
 TU0569  HISTORY     - Date     Condition        Report By
 TU0569  HISTORY     - UNK      MONUMENTED       CGS
 TU0569  HISTORY     - 1969     GOOD             NGS
 TU0569  HISTORY     - 20041102 GOOD             GEOCAC
 TU0569
 TU0569                          STATION DESCRIPTION
 TU0569
 TU0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0569'12.5 MI NW FROM WAIANAE.
 TU0569'12.5 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0569'WAIANAE, ABOUT 0.35 MILE SOUTHEAST OF KEANA POINT LIGHTHOUSE, AT THE
 TU0569'JUNCTION OF AN ABANDONED RAILROAD BED, IN THE TOP OF A 6- BY 6-FOOT
 TU0569'LAVA BOULDER, 45 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 37 FEET
 TU0569'SOUTH OF THE CENTER OF THE RAILROAD BED, 55.0 FEET SOUTHWEST OF THE
 TU0569'NORTHWEST ONE OF TWO STONE GATE PILLARS FOR A STONE WALL, AND ABOUT 1
 TU0569'FOOT LOWER THAN THE HIGHWAY.
 TU0569
 TU0569                          STATION RECOVERY (2004)
 TU0569
 TU0569'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0294 ***********************************************************************
 TU0294  DESIGNATION -  H RESET
 TU0294  PID         -  TU0294
 TU0294  STATE/COUNTY-  HI/HONOLULU
 TU0294  USGS QUAD   -  HONOLULU (1983)
 TU0294
 TU0294                         *CURRENT SURVEY CONTROL
 TU0294  ___________________________________________________________________
 TU0294* NAD 83(1986)-  21 17 53.     (N)    157 51 43.     (W)     SCALED    
 TU0294* LOCAL TIDAL -         1.268  (meters)       4.16   (feet)  ADJ UNCH  
 TU0294  ___________________________________________________________________
 TU0294  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU0294
 TU0294  VERT ORDER  -  FIRST     CLASS II
 TU0294
 TU0294.The horizontal coordinates were scaled from a topographic map and have
 TU0294.an estimated accuracy of +/- 6 seconds.
 TU0294
 TU0294.The orthometric height was key entered from printed documents
 TU0294.and not key verified.
 TU0294
 TU0294.The geoid height was determined by GEOID03.
 TU0294
 TU0294;                    North         East    Units  Estimated Accuracy
 TU0294;SPC HI 3     -    14,550.      514,330.      MT  (+/- 180 meters Scaled)
 TU0294
 TU0294                          SUPERSEDED SURVEY CONTROL
 TU0294
 TU0294.No superseded survey control is available for this station.
 TU0294
 TU0294_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ180555(NAD 83)
 TU0294_MARKER: Z = SEE DESCRIPTION
 TU0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0294+STABILITY: SURFACE MOTION
 TU0294
 TU0294  HISTORY     - Date     Condition        Report By
 TU0294  HISTORY     - UNK      MONUMENTED
 TU0294  HISTORY     - 1963     GOOD             NGS
 TU0294  HISTORY     - 1969     GOOD             NGS
 TU0294  HISTORY     - 19990926 GOOD             USPSQD
 TU0294
 TU0294                          STATION DESCRIPTION
 TU0294
 TU0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0294'IN HONOLULU.
 TU0294'0.4 MILE SOUTHEAST ALONG QUEEN STREET FROM THE FEDERAL BUILDING IN
 TU0294'HONOLULU, THENCE 0.4 MILE SOUTHWEST ON KEAWE STREET TO T-INTERSECTION
 TU0294'WITH ALA MOANA BLVD.  4 FEET SOUTHWEST OF THE NORTHEAST CURB LINE OF
 TU0294'ALA MOANA BLVD., 6 FEET SOUTHEAST OF A LARGE MANHOLE COVER WITH THE
 TU0294'WORD WATER EMBOSSED ON TOP, ON THE CENTER LINE OF KEAWE STREET, AND
 TU0294'PROJECTING ABOUT 1 INCH FROM THE TOP OF A 4-INCH DIAMETER, CONCRETE
 TU0294'POST THAT IS SET BELOW STREET SURFACE.  ACCESS TO THE MARK IS HAD
 TU0294'THROUGH AN 8-INCH-DIAMETER, CAST-IRON COVER WITH THE WORDS CITY SURVEY
 TU0294'EMBOSSED ON THE TOP.
 TU0294
 TU0294                          STATION RECOVERY (1969)
 TU0294
 TU0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0294'RECOVERED IN GOOD CONDITION.
 TU0294
 TU0294                          STATION RECOVERY (1999)
 TU0294
 TU0294'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2228 ***********************************************************************
 TU2228  DESIGNATION -  HAAHEO
 TU2228  PID         -  TU2228
 TU2228  STATE/COUNTY-  HI/HAWAII
 TU2228  USGS QUAD   -  HILO (1995)
 TU2228
 TU2228                         *CURRENT SURVEY CONTROL
 TU2228  ___________________________________________________________________
 TU2228* NAD 83(1993)-  19 44 38.44045(N)    155 05 25.10587(W)     ADJUSTED  
 TU2228* LOCAL TIDAL -        34.     (meters)     112.     (feet)  SCALED    
 TU2228  ___________________________________________________________________
 TU2228  EPOCH DATE  -        1993.62
 TU2228  LAPLACE CORR-         -18.48  (seconds)                    DEFLEC99
 TU2228  GEOID HEIGHT-          18.37  (meters)                     GEOID03
 TU2228
 TU2228  HORZ ORDER  -  THIRD
 TU2228
 TU2228.The horizontal coordinates were established by classical geodetic methods
 TU2228.and adjusted by the National Geodetic Survey in December 1998..
 TU2228.The horizontal coordinates are valid at the epoch date displayed above.
 TU2228.The epoch date for horizontal control is a decimal equivalence
 TU2228.of Year/Month/Day.
 TU2228
 TU2228.The orthometric height was scaled from a topographic map.
 TU2228
 TU2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2228
 TU2228.The geoid height was determined by GEOID03.
 TU2228
 TU2228;                    North         East     Units Scale Factor Converg.
 TU2228;SPC HI 1     -   100,856.505   542,940.892   MT  0.99998945   +0 08 18.3
 TU2228;UTM  05      - 2,184,504.239   280,953.890   MT  1.00019309   -0 42 23.1
 TU2228
 TU2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2228!SPC HI 1     -   0.99999177  x   0.99998945  =   0.99998122
 TU2228!UTM  05      -   0.99999177  x   1.00019309  =   1.00018486
 TU2228
 TU2228:                Primary Azimuth Mark                     Grid Az
 TU2228:SPC HI 1     -  KEOKEA 2 1951                            098 12 09.6
 TU2228:UTM  05      -  KEOKEA 2 1951                            099 02 51.0
 TU2228
 TU2228|---------------------------------------------------------------------|
 TU2228| PID    Reference Object                     Distance      Geod. Az  |
 TU2228|                                                           dddmmss.s |
 TU2228| TU2191 KEOKEA 2 1951                       APPROX. 5.1 KM 0982027.9 |
 TU2228| CN5142 HAAHEO RM 1                          30.480 METERS 17820     |
 TU2228| CN5143 HAAHEO RM 2                          35.997 METERS 30331     |
 TU2228|---------------------------------------------------------------------|
 TU2228
 TU2228                          SUPERSEDED SURVEY CONTROL
 TU2228
 TU2228  NAD 83(1986)-  19 44 38.40952(N)    155 05 25.12513(W) AD(       ) 3
 TU2228  OLD HI      -  19 44 50.16600(N)    155 05 35.09100(W) AD(       ) 3
 TU2228
 TU2228.Superseded values are not recommended for survey control.
 TU2228.NGS no longer adjusts projects to the OLD HI datum.
 TU2228.See file dsdata.txt to determine how the superseded data were derived.
 TU2228
 TU2228_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8095484504(NAD 83)
 TU2228
 TU2228  HISTORY     - Date     Condition        Report By
 TU2228  HISTORY     - 1878     MONUMENTED       CGS
 TU2228  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2228  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2228
 TU2228                          STATION DESCRIPTION
 TU2228
 TU2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2228'ON EAST SHORE OF HAWAII, JUST NORTH OF HILO, IN EDGE OF TOWN, AND
 TU2228'NEAR EDGE OF CLIFFS.  STATION IS 15 FEET INSHORE FROM TOP OF
 TU2228'RAILROAD CUT WHICH PARALLELS SEACOAST.  IT IS BETWEEN RAILROAD
 TU2228'CUT AND GOVERNMENT ROAD AND ABOUT 300 FEET EAST OF LATTER, ON
 TU2228'THE FIRST PROMINENT RISE NORTH OF WAINAKU SUGAR MILL.  CLIFF FACE
 TU2228'AND RAILROAD CUT GIVE HILL APPEARANCE, FROM SEAWARD, OF HAVING
 TU2228'BEEN SLICED AWAY.  TO REACH STATION START AT RAILROAD CROSSING
 TU2228'AT WAINAKU SUGAR MILL AND GO NORTH ALONG TRACK 700 METERS, THEN
 TU2228'CLIMB TO TOP OF RISE ON WEST SIDE OF CUT.  STATION MARKED BY A
 TU2228'CONCRETE BASE FROM WHICH RISES A GALVANIZED IRON PIPE,
 TU2228'TERMINATING IN A GALVANIZED IRON DRUM, THE DRUM AND UPPER
 TU2228'PART OF PIPE BEING DEMOUNTABLE SO THAT AN INSTRUMENT MAY
 TU2228'BE SET OVER STATION.
 TU2228
 TU2228                          STATION RECOVERY (1949)
 TU2228
 TU2228'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2228'STATION RECOVERED AS DESCRIBED.  ON THE EAST SHORE OF HAWAII,
 TU2228'JUST NORTH OF HILO, IN EDGE OF TOWN AND NEAR EDGE OF
 TU2228'CLIFFS.  STATION IS 15 FEET INSHORE FROM TOP OF RAILROAD CUT WHICH
 TU2228'PARALLELS SEACOAST.  IT IS BETWEEN RAILROAD CUT AND GOVERNMENT
 TU2228'ROAD AND ABOUT 300 FEET EAST OF LATTER, ON THE FIRST PROMINENT
 TU2228'RISE NORTH OF WAINAKU SUGAR MILL.
 TU2228'
 TU2228'STATION MARKED BY A CONCRETE BASE FROM WHICH RISES A GALVANIZED
 TU2228'IRON PIPE, TERMINATING IN A GALVANIZED IRON DRUM.
 TU2228'
 TU2228'THE STATION WAS DESTROYED BY THE NEW HIGHWAY IN 1949.  TWO
 TU2228'REFERENCE MARKS WERE SET PREVIOUS TO THIS.
 TU2228'
 TU2228'REFERENCE MARK NO.1 IS WEST OF THE STATION.  A STANDARD DISK SET
 TU2228'IN THE TOP OF A SQUARE TOPPED CONCRETE POST, STAMPED HAAHEO NO
 TU2228'1 1949
 TU2228'
 TU2228'REFERENCE MARK NO.2 IS NORTHWEST OF THE STATION AND FOUR FEET SOUTH
 TU2228'OF A FENCE LINE.  A STANDARD DISK SET THE TOP OF A SQUARE TOPPED
 TU2228'CONCRETE POST, STAMPED HAAHEO NO 2 1949.
 TU2228'
 TU2228'TO REACH FROM THE POST OFFICE AT HILO--GO NORTHERLY ON THE COAST
 TU2228'HIGHWAY FOR 1.4 MILES TO THE HAAHEO SCHOOL ROAD ON LEFT.  CONTINUE
 TU2228'AHEAD FOR ABOUT 75 FEET THEN TURN RIGHT INTO OPEN GRASSY FIELD
 TU2228'AND GO EAST ABOUT 300 FEET TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2446 ***********************************************************************
 TU2446  DESIGNATION -  HAAO
 TU2446  PID         -  TU2446
 TU2446  STATE/COUNTY-  HI/HAWAII
 TU2446  USGS QUAD   -  NAALEHU (1981)
 TU2446
 TU2446                         *CURRENT SURVEY CONTROL
 TU2446  ___________________________________________________________________
 TU2446* NAD 83(1993)-  19 05 09.10836(N)    155 37 03.52083(W)     ADJUSTED  
 TU2446* LOCAL TIDAL -       712.0    (meters)    2336.     (feet)  VERT ANG  
 TU2446  ___________________________________________________________________
 TU2446  EPOCH DATE  -        1993.62
 TU2446  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 TU2446  GEOID HEIGHT-          18.98  (meters)                     GEOID03
 TU2446
 TU2446  HORZ ORDER  -  SECOND
 TU2446
 TU2446.The horizontal coordinates were established by classical geodetic methods
 TU2446.and adjusted by the National Geodetic Survey in December 1998..
 TU2446.The horizontal coordinates are valid at the epoch date displayed above.
 TU2446.The epoch date for horizontal control is a decimal equivalence
 TU2446.of Year/Month/Day.
 TU2446
 TU2446.The orthometric height was determined by vertical angle observations.
 TU2446
 TU2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2446
 TU2446.The geoid height was determined by GEOID03.
 TU2446
 TU2446;                    North         East     Units Scale Factor Converg.
 TU2446;SPC HI 1     -    27,956.182   487,619.729   MT  0.99996856   -0 02 18.5
 TU2446;UTM  05      - 2,112,386.485   224,558.954   MT  1.00053794   -0 51 23.3
 TU2446
 TU2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2446!SPC HI 1     -   0.99988510  x   0.99996856  =   0.99985367
 TU2446!UTM  05      -   0.99988510  x   1.00053794  =   1.00042298
 TU2446
 TU2446:                Primary Azimuth Mark                     Grid Az
 TU2446:SPC HI 1     -  KIPAEPAE 1898                            138 09 29.3
 TU2446:UTM  05      -  KIPAEPAE 1898                            138 58 34.1
 TU2446
 TU2446|---------------------------------------------------------------------|
 TU2446| PID    Reference Object                     Distance      Geod. Az  |
 TU2446|                                                           dddmmss.s |
 TU2446| TU2442 KIPAEPAE 1898                       APPROX. 7.6 KM 1380710.8 |
 TU2446| CN5144 HAAO RM 1                             8.238 METERS 27138     |
 TU2446|---------------------------------------------------------------------|
 TU2446
 TU2446                          SUPERSEDED SURVEY CONTROL
 TU2446
 TU2446  NAD 83(1986)-  19 05 09.09841(N)    155 37 03.56896(W) AD(       ) 2
 TU2446  OLD HI      -  19 05 19.92200(N)    155 37 13.59200(W) AD(       ) 2
 TU2446
 TU2446.Superseded values are not recommended for survey control.
 TU2446.NGS no longer adjusts projects to the OLD HI datum.
 TU2446.See file dsdata.txt to determine how the superseded data were derived.
 TU2446
 TU2446_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2455912386(NAD 83)
 TU2446
 TU2446  HISTORY     - Date     Condition        Report By
 TU2446  HISTORY     - 1949     MONUMENTED       CGS
 TU2446  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2446
 TU2446                          STATION DESCRIPTION
 TU2446
 TU2446'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2446'NO INFORMATION IS AVAILABLE ON THE ORIGINAL STATION.  AT THE
 TU2446'TIME OF THIS SURVEY A 1 INCH DRILL HOLE WAS RECOVERED IN
 TU2446'GOOD CONDITION.  ONE REFERENCE MARK WAS ESTABLISHED.  A NEW
 TU2446'DESCRIPTION FOLLOWS--
 TU2446'
 TU2446'THE STATION IS LOCATED IN OPEN PASTURE LAND ABOUT 3.0 MILES
 TU2446'NORTHWEST OF NAALEHU, ABOUT 1 MILE NORTH OF WAIOHINU, ABOUT 300
 TU2446'YARDS SOUTHEAST OF HAAO SPRINGS, ABOUT 100 YARDS EAST OF A STEEL
 TU2446'FLUME AND ABOUT 90 YARDS EAST OF A DIRT ROAD.  CULTIVATED CANE
 TU2446'LAND LIES ABOUT 250 YARDS TO THE SOUTH.  A ROCK CAIRN HAS BEEN
 TU2446'BUILT OVER THE STATION.
 TU2446'
 TU2446'TO REACH FROM THE POST OFFICE IN NAALEHU.  GO NORTH, ON THE
 TU2446'GRAVELED ROAD FOR 2.2 MILES.  TURN LEFT, CROSS OVER A CATTLE
 TU2446'GUARD, AND GO NORTHERLY FOR 2.6 MILES.  TAKE THE LEFT HAND FORK
 TU2446'AND FOLLOW THE STEEL FLUME NORTHERLY FOR 1.2 MILES.  PASS THROUGH
 TU2446'A BOARD GATE AND FOLLOW THE STEEL FLUME NORTHERLY FOR 0.5
 TU2446'MILE.  TURN RIGHT AND GO EASTERLY, ACROSS COUNTRY, FOR ABOUT
 TU2446'100 YARDS TO THE HIGH GROUND AND THE STATION.
 TU2446'
 TU2446'THE STATION IS THE CENTER OF A 1 INCH DRILL HOLE IN A FLAT
 TU2446'ROCK WHICH IS ABOUT 1 FOOT IN DIAMETER AND PROJECTS ABOUT 3
 TU2446'INCHES.
 TU2446'
 TU2446'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED R M NO 1
 TU2446'1949, CEMENTED IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH
 TU2446'PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 TU2446'STATION.
 TU2446'
 TU2446'AN OLD HAWAII GOVERNMENT SURVEY DESCRIPTION STATES THAT THIS
 TU2446'MARK WAS A CROSS ON A STONE WITH A SQUARE OR ROUND HOLE AT THE
 TU2446'CENTER, A CAIRN BUILT OVER SAME.
 TU2446'
 TU2446'THERE IS LITTLE QUESTION BUT THAT THE 1949 RECOVERY, IS THE OLD
 TU2446'STATION UNLESS THE STONE HAD BEEN MOVED.  IT WAS FOUND SOLID IN THE
 TU2446'GROUND AND THERE WAS A CAIRN OF ROCKS OVER SAME.
 TU2446
 TU2446                          STATION RECOVERY (1968)
 TU2446
 TU2446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2446'STATION MARK WAS RECOVERED IN GOOD CONDITION.  RM NO. 1 HAS
 TU2446'BEEN DESTROYED.  THE AREA HAS BEEN DEVELOPED INTO CANE LAND
 TU2446'AND THE STATION IS NOW IN THE MIDDLE OF A SUGAR CANE FIELD.  NO
 TU2446'NEW RMS WERE SET FOR THIS REASON.
 TU2446'
 TU2446'STATION IS LOCATED ABOUT 2-3/4 MILES NORTHWEST OF NAALEHU AND
 TU2446'1-1/4 MILES NORTH-NORTHWEST OF WAIOHINU, AT ABOUT 2336 FEET
 TU2446'ELEVATION, ON POINT OF HILL TO NORTH UP ABOVE A SHARP JOG IN
 TU2446'AN IRRIGATION CANAL, IN CANE FIELD.
 TU2446'
 TU2446'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO EAST ON
 TU2446'STATE HIGHWAY 11 FOR 0.1 MILE TO CROSSROAD.  TURN LEFT AND GO
 TU2446'UPHILL FOR 2.1 MILES TO CROSSROAD.  TURN LEFT AND GO WEST ON
 TU2446'MAIN CANE ROAD FOR 2.5 MILES TO SIDE ROAD LEFT.  TURN LEFT AND GO
 TU2446'SOUTHWEST FOR 1.0 MILE TO SIDE ROAD LEFT, WHERE MAIN ROAD MAKES A
 TU2446'SHARP LEFT CURVE.  TURN RIGHT AND GO UPHILL FOR 0.2 MILE TO
 TU2446'CROSSROAD.  TURN LEFT AND GO 0.15 MILE TO CREST OF RIDGE.  TURN
 TU2446'LEFT AND GO DOWN ALONG HILL THROUGH CANE FIELD ABOUT 600 FEET
 TU2446'TO STATION.
 TU2446'
 TU2446'STATION IS MARKED BY A 1-INCH DRILL HOLE IN FLAT ROCK.  THERE IS
 TU2446'A LARGE, FLAT-TOPPED STONE PIER BUILT UP AROUND STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1984 ***********************************************************************
 TU1984  DESIGNATION -  HAENA
 TU1984  PID         -  TU1984
 TU1984  STATE/COUNTY-  HI/KAUAI
 TU1984  USGS QUAD   -  HAENA (1983)
 TU1984
 TU1984                         *CURRENT SURVEY CONTROL
 TU1984  ___________________________________________________________________
 TU1984* NAD 83(1993)-  22 13 24.12066(N)    159 34 49.70744(W)     ADJUSTED  
 TU1984* LOCAL TIDAL -                                                        
 TU1984  ___________________________________________________________________
 TU1984  EPOCH DATE  -        1993.62
 TU1984  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TU1984  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1984
 TU1984  HORZ ORDER  -  THIRD
 TU1984
 TU1984.The horizontal coordinates were established by classical geodetic methods
 TU1984.and adjusted by the National Geodetic Survey in December 1998..
 TU1984.The horizontal coordinates are valid at the epoch date displayed above.
 TU1984.The epoch date for horizontal control is a decimal equivalence
 TU1984.of Year/Month/Day.
 TU1984
 TU1984
 TU1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1984
 TU1984.The geoid height was determined by GEOID03.
 TU1984
 TU1984;                    North         East     Units Scale Factor Converg.
 TU1984;SPC HI 4     -    43,190.440   491,703.209   MT  0.99999085   -0 01 49.6
 TU1984;UTM  04      - 2,457,665.492   440,176.503   MT  0.99964422   -0 13 10.4
 TU1984
 TU1984                          SUPERSEDED SURVEY CONTROL
 TU1984
 TU1984  NAD 83(1986)-  22 13 24.07564(N)    159 34 49.75061(W) AD(       ) 4
 TU1984  OLD HI      -  22 13 35.42000(N)    159 34 59.84000(W) AD(       ) 3
 TU1984
 TU1984.Superseded values are not recommended for survey control.
 TU1984.NGS no longer adjusts projects to the OLD HI datum.
 TU1984.See file dsdata.txt to determine how the superseded data were derived.
 TU1984
 TU1984_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4017757665(NAD 83)
 TU1984
 TU1984  HISTORY     - Date     Condition        Report By
 TU1984  HISTORY     - UNK      MONUMENTED
 TU1984  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1984
 TU1984                          STATION DESCRIPTION
 TU1984
 TU1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1984'STATION IS GONE.  IT WAS AT ALMOST THE SAME POINT AS KAILIU
 TU1984'1927, WHICH IS ALSO DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3391 ***********************************************************************
 TU3391  DESIGNATION -  HAHAEULE
 TU3391  PID         -  TU3391
 TU3391  STATE/COUNTY-  HI/MAUI
 TU3391  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3391
 TU3391                         *CURRENT SURVEY CONTROL
 TU3391  ___________________________________________________________________
 TU3391* NAD 83(1993)-  21 09 38.83764(N)    157 00 13.32279(W)     ADJUSTED  
 TU3391* LOCAL TIDAL -       514.     (meters)    1686.     (feet)  SCALED    
 TU3391  ___________________________________________________________________
 TU3391  EPOCH DATE  -        1993.62
 TU3391  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TU3391  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU3391
 TU3391  HORZ ORDER  -  THIRD
 TU3391
 TU3391.The horizontal coordinates were established by classical geodetic methods
 TU3391.and adjusted by the National Geodetic Survey in December 1998..
 TU3391.The horizontal coordinates are valid at the epoch date displayed above.
 TU3391.The epoch date for horizontal control is a decimal equivalence
 TU3391.of Year/Month/Day.
 TU3391
 TU3391.The orthometric height was scaled from a topographic map.
 TU3391
 TU3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3391
 TU3391.The geoid height was determined by GEOID03.
 TU3391
 TU3391;                    North         East     Units Scale Factor Converg.
 TU3391;SPC HI 2     -    91,644.763   464,997.110   MT  0.99998180   -0 07 18.0
 TU3391;UTM  04      - 2,341,246.586   707,281.226   MT  1.00013097   +0 43 15.2
 TU3391
 TU3391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3391!SPC HI 2     -   0.99991678  x   0.99998180  =   0.99989858
 TU3391!UTM  04      -   0.99991678  x   1.00013097  =   1.00004774
 TU3391
 TU3391:                Primary Azimuth Mark                     Grid Az
 TU3391:SPC HI 2     -  MIDDLE HILL                              256 27 55.7
 TU3391:UTM  04      -  MIDDLE HILL                              255 37 22.5
 TU3391
 TU3391|---------------------------------------------------------------------|
 TU3391| PID    Reference Object                     Distance      Geod. Az  |
 TU3391|                                                           dddmmss.s |
 TU3391| TU3385 MIDDLE HILL                         APPROX. 5.1 KM 2562037.7 |
 TU3391|---------------------------------------------------------------------|
 TU3391
 TU3391                          SUPERSEDED SURVEY CONTROL
 TU3391
 TU3391  NAD 83(1986)-  21 09 38.79498(N)    157 00 13.27176(W) AD(       ) 3
 TU3391  OLD HI      -  21 09 50.24000(N)    157 00 23.34000(W) AD(       ) 3
 TU3391
 TU3391.Superseded values are not recommended for survey control.
 TU3391.NGS no longer adjusts projects to the OLD HI datum.
 TU3391.See file dsdata.txt to determine how the superseded data were derived.
 TU3391
 TU3391_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0728141247(NAD 83)
 TU3391
 TU3391  HISTORY     - Date     Condition        Report By
 TU3391  HISTORY     - UNK      MONUMENTED
 TU3391  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3391
 TU3391                          STATION DESCRIPTION
 TU3391
 TU3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3391'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE
 TU3391'OF HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS
 TU3391'MARKED BY A 4 X 4 REDWOOD POST.  A SEARCH OF THE VICINITY REVEALED
 TU3391'A 2-INCH IRON PIPE DRIVEN INTO THE GROUND AND PROJECTING ABOUT
 TU3391'2 FEET ABOVE GROUND.  ALTHOUGH THERE WERE NO REFERENCE MARKS
 TU3391'THIS IS BELIEVED TO BE THE ORIGINAL STATION LOCATION.
 TU3391'
 TU3391'THE POINT WAS MARKED WITH STANDARD U.S. COAST AND GEODETIC SURVEY
 TU3391'DISKS AND STAMPED HAHAEULE 2.  SEE DESCRIPTION TO THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3392 ***********************************************************************
 TU3392  DESIGNATION -  HAHAEULE 2
 TU3392  PID         -  TU3392
 TU3392  STATE/COUNTY-  HI/MAUI
 TU3392  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3392
 TU3392                         *CURRENT SURVEY CONTROL
 TU3392  ___________________________________________________________________
 TU3392* NAD 83(1993)-  21 09 38.84028(N)    157 00 13.32069(W)     ADJUSTED  
 TU3392* LOCAL TIDAL -       510.73   (meters)    1675.6    (feet)  LEVELING  
 TU3392  ___________________________________________________________________
 TU3392  EPOCH DATE  -        1993.62
 TU3392  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TU3392  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU3392
 TU3392  HORZ ORDER  -  SECOND
 TU3392  VERT ORDER  -  THIRD ?
 TU3392
 TU3392.The horizontal coordinates were established by classical geodetic methods
 TU3392.and adjusted by the National Geodetic Survey in December 1998..
 TU3392.The horizontal coordinates are valid at the epoch date displayed above.
 TU3392.The epoch date for horizontal control is a decimal equivalence
 TU3392.of Year/Month/Day.
 TU3392
 TU3392.The orthometric height was determined by differential leveling.
 TU3392.The vertical network tie was performed by a horz. field party for horz.
 TU3392.obs reductions. Reset procedures were used to establish the elevation.
 TU3392
 TU3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3392
 TU3392.The geoid height was determined by GEOID03.
 TU3392
 TU3392;                    North         East     Units Scale Factor Converg.
 TU3392;SPC HI 2     -    91,644.844   464,997.171   MT  0.99998180   -0 07 18.0
 TU3392;UTM  04      - 2,341,246.668   707,281.285   MT  1.00013097   +0 43 15.2
 TU3392
 TU3392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3392!SPC HI 2     -   0.99991730  x   0.99998180  =   0.99989910
 TU3392!UTM  04      -   0.99991730  x   1.00013097  =   1.00004825
 TU3392
 TU3392|---------------------------------------------------------------------|
 TU3392| PID    Reference Object                     Distance      Geod. Az  |
 TU3392|                                                           dddmmss.s |
 TU3392| CN5145 HAHAEULE 2 RM 1                       6.135 METERS 10625     |
 TU3392| TU3393 PUU LUAHINE                         APPROX. 3.6 KM 1950019.3 |
 TU3392| CN5146 HAHAEULE 2 RM 2                       6.390 METERS 20259     |
 TU3392|---------------------------------------------------------------------|
 TU3392
 TU3392                          SUPERSEDED SURVEY CONTROL
 TU3392
 TU3392  NAD 83(1986)-  21 09 38.79692(N)    157 00 13.26965(W) AD(       ) 2
 TU3392  OLD HI      -  21 09 50.26300(N)    157 00 23.40400(W) AD(       ) 2
 TU3392
 TU3392.Superseded values are not recommended for survey control.
 TU3392.NGS no longer adjusts projects to the OLD HI datum.
 TU3392.See file dsdata.txt to determine how the superseded data were derived.
 TU3392
 TU3392_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0728141247(NAD 83)
 TU3392_MARKER: Z = SEE DESCRIPTION
 TU3392_SETTING: 0 = UNSPECIFIED SETTING
 TU3392
 TU3392  HISTORY     - Date     Condition        Report By
 TU3392  HISTORY     - 1962     MONUMENTED       CGS
 TU3392
 TU3392                          STATION DESCRIPTION
 TU3392
 TU3392'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3392'STATION IS LOCATED, AIRLINE, ABOUT 2-1/4 MILES EAST-NORTHEAST OF
 TU3392'KUALAPUU, 5 MILES NORTH-NORTHEAST OF KAUNAKAKAI, AND 2-1/2 MILES
 TU3392'SOUTHWEST OF KALAUPAPA, ON THE SUMMIT OF A ROUND-TOPPED HILL OF
 TU3392'1674 FEET ELEVATION.  THIS HILL IS HEAVILY TIMBERED WITH IRONWOOD
 TU3392'TREES ON THE NORTH HALF, THE SOUTH HALF BEING BARE AND GRASSY.
 TU3392'
 TU3392'TO REACH FROM THE MAIN CROSSROAD IN KUALAPUU, GO EAST-NORTHEAST ON
 TU3392'STATE HIGHWAY 45 FOR 2.5 MILES TO END OF PAVED ROAD.  CONTINUE ON
 TU3392'GRADED HIGHWAY FOR 0.2 MILE TO A PAVED SIDE ROAD SHARP RIGHT.  TURN
 TU3392'RIGHT AND GO 0.05 MILE TO PAVED FORK.  TAKE LEFT FORK OF 3 AND GO
 TU3392'0.05 MILE TO METAL GATE AND END OF TRUCK TRAVEL.  PACK WEST
 TU3392'UP ALONG FENCE LINE ABOUT 75 YARDS TO TOP OF HILL, THEN GO LEFT
 TU3392'ALONG EDGE OF TREES ABOUT 75 YARDS TO STATION ON SUMMIT JUST
 TU3392'SOUTH OF TIMBER LINE.
 TU3392'
 TU3392'STATION MARK IS A STANDARD DISK STAMPED HAHAEULE 2 1962, BRAZED
 TU3392'TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN CEMENT AND
 TU3392'PROJECTS 5 INCHES ABOVE GROUND.  IT IS 8 FEET EAST-SOUTHEAST OF A
 TU3392'TRIANGLE BLAZE ON A 10-INCH IRONWOOD TREE.
 TU3392'
 TU3392'REFERENCE MARK ONE IS A STANDARD DISK STAMPED HAHAEULE 2 NO 1
 TU3392'1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN
 TU3392'CEMENT AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT IS 13 FEET
 TU3392'SOUTH OF A LARGE IRONWOOD ROOT AND ABOUT 1 FOOT LOWER THAN
 TU3392'STATION.
 TU3392'
 TU3392'REFERENCE MARK TWO IS A STANDARD DISK STAMPED HAHAEULE 2 NO 2
 TU3392'1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN
 TU3392'CEMENT AND PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS ON THE
 TU3392'NORTH EDGE OF PASTURE GRASS, 15.4 FEET SOUTH OF THE TRIANGLE BLAZE
 TU3392'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TU3392'
 TU3392'STATION PUU LUAHINE 1925 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2168 ***********************************************************************
 TU2168  DESIGNATION -  HAIKU RESET
 TU2168  PID         -  TU2168
 TU2168  STATE/COUNTY-  HI/HAWAII
 TU2168  USGS QUAD   -  PAPAALOA (1980)
 TU2168
 TU2168                         *CURRENT SURVEY CONTROL
 TU2168  ___________________________________________________________________
 TU2168* NAD 83(1993)-  19 55 52.27227(N)    155 10 25.71718(W)     ADJUSTED  
 TU2168* LOCAL TIDAL -       208.6    (meters)     684.     (feet)  VERT ANG  
 TU2168  ___________________________________________________________________
 TU2168  EPOCH DATE  -        1993.62
 TU2168  LAPLACE CORR-         -19.56  (seconds)                    DEFLEC99
 TU2168  GEOID HEIGHT-          18.23  (meters)                     GEOID03
 TU2168
 TU2168  HORZ ORDER  -  SECOND
 TU2168
 TU2168.The horizontal coordinates were established by classical geodetic methods
 TU2168.and adjusted by the National Geodetic Survey in December 1998..
 TU2168.The horizontal coordinates are valid at the epoch date displayed above.
 TU2168.The epoch date for horizontal control is a decimal equivalence
 TU2168.of Year/Month/Day.
 TU2168
 TU2168.The orthometric height was determined by vertical angle observations.
 TU2168
 TU2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2168
 TU2168.The geoid height was determined by GEOID03.
 TU2168
 TU2168;                    North         East     Units Scale Factor Converg.
 TU2168;SPC HI 1     -   121,557.840   534,148.612   MT  0.99998107   +0 06 40.3
 TU2168;UTM  05      - 2,205,338.350   272,467.239   MT  1.00023993   -0 44 28.9
 TU2168
 TU2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2168!SPC HI 1     -   0.99996435  x   0.99998107  =   0.99994542
 TU2168!UTM  05      -   0.99996435  x   1.00023993  =   1.00020427
 TU2168
 TU2168:                Primary Azimuth Mark                     Grid Az
 TU2168:SPC HI 1     -  PUU OHAI 1877                            307 15 54.8
 TU2168:UTM  05      -  PUU OHAI 1877                            308 07 04.0
 TU2168
 TU2168|---------------------------------------------------------------------|
 TU2168| PID    Reference Object                     Distance      Geod. Az  |
 TU2168|                                                           dddmmss.s |
 TU2168| TU2175 PUU OHAI 1877                       APPROX. 2.0 KM 3072235.1 |
 TU2168| TU2169 CHURCH SPIRE                        APPROX. 0.6 KM 3263134.8 |
 TU2168|---------------------------------------------------------------------|
 TU2168
 TU2168                          SUPERSEDED SURVEY CONTROL
 TU2168
 TU2168  NAD 83(1986)-  19 55 52.24577(N)    155 10 25.72364(W) AD(       ) 2
 TU2168  OLD HI      -  19 56 03.24400(N)    155 10 35.70000(W) AD(       ) 2
 TU2168
 TU2168.Superseded values are not recommended for survey control.
 TU2168.NGS no longer adjusts projects to the OLD HI datum.
 TU2168.See file dsdata.txt to determine how the superseded data were derived.
 TU2168
 TU2168_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC7246705338(NAD 83)
 TU2168_MARKER: DD = SURVEY DISK
 TU2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2168_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2168
 TU2168  HISTORY     - Date     Condition        Report By
 TU2168  HISTORY     - 1912     MONUMENTED       CGS
 TU2168  HISTORY     - 1913     GOOD             CGS
 TU2168  HISTORY     - 1949     GOOD             CGS
 TU2168  HISTORY     - 1966     GOOD             CGS
 TU2168
 TU2168                          STATION DESCRIPTION
 TU2168
 TU2168'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2168'ON NORTHEAST COAST OF HAWAII, IN THE LAND OF HAIKU, DIRECTLY INSHORE
 TU2168'FROM THE VILLAGE OF HAIKU, WHICH IS JUST EAST OF THE RAILROAD
 TU2168'STATION OF NINOLE.  STATION IS 980 METERS FROM THE GOVERNMENTAL
 TU2168'ROAD.  A TRAIL LEADS FROM HAIKU TO THE STATION.  MARKED BY A
 TU2168'COPPER TABLET OF THE UNITED STATES GEOLOGICAL SURVEY SET IN A
 TU2168'CONCRETE CYLINDER.
 TU2168
 TU2168                          STATION RECOVERY (1949)
 TU2168
 TU2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2168'ORIGINAL STATION WAS DESCRIBED AS A SUMAC POST WITH COPPER TRIANGLE
 TU2168'UNDER IT THREE FEET BELOW THE SURFACE.  IN 1899 THE STATION WAS
 TU2168'REMARKED WITH A 12 INCH CONCRETE CYLINDER MARKED WITH A CROSS
 TU2168'AND DOT AND SET IN STONE AND CONCRETE.  IN 1912 STATION WAS
 TU2168'REMARKED BY THE U.S. GEOLOGICAL SURVEY WITH A BRONZE DISK SET IN
 TU2168'A CONCRETE POST 12 INCHES IN DIAMETER.  IN 1928 THE HAWAII
 TU2168'TERRITORY SURVEY PLACED A SIX FOOT SQUARE CONCRETE PLATFORM, WITH
 TU2168'FOUR FOOT MASON WORK SUPPORTS, OVER THE STATION.  STATION IS
 TU2168'PLUMBED TO THROUGH A THREE INCH PIPE IN CENTER OF FLOOR.
 TU2168'
 TU2168'STATION IS LOCATED ON THE NORTHEAST COAST OF HAWAII, IN NORTH
 TU2168'HILO DISTRICT IN THE LAND OF HAIKU.  ABOUT 980 METERS ABOVE THE
 TU2168'GOVERNMENT ROAD, ON A LOW GRASS COVERED KNOLL IN CANE LAND, ABOUT
 TU2168'250 FEET EAST OF A WASH AND ABOUT 150 FEET NORTH OF A CANE ROAD.
 TU2168'
 TU2168'TO REACH FROM THE POST OFFICE IN HILO--GO NORTHERLY ON THE
 TU2168'COAST HIGHWAY FOR 20.1 MILES TO NINOLE POST OFFICE, CONTINUE AHEAD
 TU2168'ABOUT 100 YARDS THEN TURN LEFT THROUGH A DEEP CUT AND FOLLOW
 TU2168'PLANTATION ROAD UP HILL AND THROUGH A SMALL VILLAGE FOR 0.7
 TU2168'MILE TO END OF ROAD AT A WASH.  FROM HERE PACK ACROSS WASH THEN
 TU2168'LEFT TO STATION.
 TU2168
 TU2168                          STATION RECOVERY (1966)
 TU2168
 TU2168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2168'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2168'FOLLOWS--
 TU2168'
 TU2168'STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF HONOHINA VILLAGE
 TU2168'AND 0.6 MILE SOUTHWEST OF THE NINOLE POST OFFICE, ON A LOW KNOLL IN
 TU2168'CANE FIELD, AT SOUTHEAST SIDE OF A SMALL GULCH.
 TU2168'
 TU2168'TO REACH STATION FROM THE POST OFFICE AT NINOLE, GO NORTHWEST ON
 TU2168'STATE HIGHWAY 19 FOR 0.05 MILE.  TURN LEFT, INTO DEEP CUT, AND
 TU2168'FOLLOW CANE ROAD UPHILL FOR 0.5 MILE TO PAVED CROSSROAD.  CONTINUE
 TU2168'AHEAD FOR 0.15 MILE TO STATION ON LEFT.  TAKE DIM LEFT FORK,
 TU2168'AROUND HEAD OF SHALLOW GULCH, FOR 0.05 MILE TO END OF TRUCK
 TU2168'TRAVEL.  WALK NORTHEAST THROUGH CANE FIELD FOR 40 YARDS TO
 TU2168'STATION.
 TU2168'
 TU2168'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 683, SET IN
 TU2168'THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS
 TU2168'2 INCHES ABOVE GROUND.  A TYPE A SIGNAL IS CENTERED OVER THE MARK,
 TU2168'WITH THE 6-FOOT-SQUARE, CONCRETE PLATFORM 4 FEET ABOVE
 TU2168'GROUND.  SUGAR CANE IS PLANTED UP TO THE STATION ON ALL SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2955 ***********************************************************************
 TU2955  DESIGNATION -  HAIKU RESET
 TU2955  PID         -  TU2955
 TU2955  STATE/COUNTY-  HI/MAUI
 TU2955  USGS QUAD   -  PAIA (1997)
 TU2955
 TU2955                         *CURRENT SURVEY CONTROL
 TU2955  ___________________________________________________________________
 TU2955* NAD 83(1993)-  20 55 11.91732(N)    156 19 53.17673(W)     ADJUSTED  
 TU2955* LOCAL TIDAL -       193.1    (meters)     634.     (feet)  VERT ANG  
 TU2955  ___________________________________________________________________
 TU2955  EPOCH DATE  -        1993.62
 TU2955  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 TU2955  GEOID HEIGHT-          15.12  (meters)                     GEOID03
 TU2955
 TU2955  HORZ ORDER  -  THIRD
 TU2955
 TU2955.The horizontal coordinates were established by classical geodetic methods
 TU2955.and adjusted by the National Geodetic Survey in December 1998..
 TU2955.The horizontal coordinates are valid at the epoch date displayed above.
 TU2955.The epoch date for horizontal control is a decimal equivalence
 TU2955.of Year/Month/Day.
 TU2955
 TU2955.The orthometric height was determined by vertical angle observations.
 TU2955
 TU2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2955
 TU2955.The geoid height was determined by GEOID03.
 TU2955
 TU2955;                    North         East     Units Scale Factor Converg.
 TU2955;SPC HI 2     -    64,982.886   534,871.391   MT  0.99998169   +0 07 10.9
 TU2955;UTM  04      - 2,315,600.462   777,563.312   MT  1.00055219   +0 57 12.5
 TU2955
 TU2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2955!SPC HI 2     -   0.99996727  x   0.99998169  =   0.99994896
 TU2955!UTM  04      -   0.99996727  x   1.00055219  =   1.00051944
 TU2955
 TU2955:                Primary Azimuth Mark                     Grid Az
 TU2955:SPC HI 2     -  PAUWELA POINT LIGHTHOUSE                 020 13 21.6
 TU2955:UTM  04      -  PAUWELA POINT LIGHTHOUSE                 019 23 20.0
 TU2955
 TU2955|---------------------------------------------------------------------|
 TU2955| PID    Reference Object                     Distance      Geod. Az  |
 TU2955|                                                           dddmmss.s |
 TU2955| TU2953 PAUWELA POINT LIGHTHOUSE            APPROX. 3.0 KM 0202032.5 |
 TU2955| CN5147 HAIKU RM 1                            9.933 METERS 04851     |
 TU2955| CN5148 HAIKU RM 2                            5.787 METERS 14945     |
 TU2955| TU2999 PAIA SUGAR MILL STACK               APPROX. 4.9 KM 2520828.2 |
 TU2955|---------------------------------------------------------------------|
 TU2955
 TU2955                          SUPERSEDED SURVEY CONTROL
 TU2955
 TU2955  NAD 83(1986)-  20 55 11.87336(N)    156 19 53.17206(W) AD(       ) 3
 TU2955  OLD HI      -  20 55 23.43700(N)    156 20 03.30900(W) AD(       ) 3
 TU2955
 TU2955.Superseded values are not recommended for survey control.
 TU2955.NGS no longer adjusts projects to the OLD HI datum.
 TU2955.See file dsdata.txt to determine how the superseded data were derived.
 TU2955
 TU2955_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7756315600(NAD 83)
 TU2955_MARKER: DS = TRIANGULATION STATION DISK
 TU2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2955
 TU2955  HISTORY     - Date     Condition        Report By
 TU2955  HISTORY     - 1949     MONUMENTED       CGS
 TU2955  HISTORY     - 1950     GOOD             CGS
 TU2955  HISTORY     - 1960     GOOD             CGS
 TU2955  HISTORY     - 1968     GOOD             CGS
 TU2955  HISTORY     - 1969     MARK NOT FOUND   CGS
 TU2955
 TU2955                          STATION DESCRIPTION
 TU2955
 TU2955'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2955'LOCATED IN THE NORTHERN PART OF EAST MAUI, MAKAWAO DISTRICT, ON
 TU2955'THE SUMMIT OF PUU O UMI, WHICH LIES ABOUT 2 MILES SOUTHWEST OF
 TU2955'PAUWELA POINT, ABOUT 1 MILE NORTHWEST OF HAIKU AND JUST EAST OF
 TU2955'MALIKO GULCH.
 TU2955'
 TU2955'STATION IS A STANDARD DISK CEMENTED IN A 2 INCH PIPE SET IN A
 TU2955'SQUARE CONCRETE POST PROJECTING 6 INCHES.  STAMPED HAIKU 1949.  THIS
 TU2955'MONUMENT IS AN OLD STATION BUT NO INFORMATION ON IT IS AVAILABLE.
 TU2955'
 TU2955'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD DISK
 TU2955'SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 8 INCHES, STAMPED
 TU2955'HAIKU NO 1 1949.
 TU2955'
 TU2955'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  A STANDARD DISK
 TU2955'SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 8 INCHES, STAMPED
 TU2955'HAIKU NO 2 1949.
 TU2955'
 TU2955'TO REACH FROM THE POST OFFICE AT HAIKU--GO WESTERLY ON PAVED ROAD
 TU2955'TOWARD KAHULUI FOR 0.75 MILES, TURN LEFT AND GO SOUTHWEST ON TRACK
 TU2955'ROAD FOR 0.1 MILE, TAKE MIDDLE FORK AND CONTINUE AHEAD FOR ABOUT
 TU2955'0.15 MILES.  HERE TURN LEFT AND PICK WAY UP SIDE OF STEEP HILL FOR
 TU2955'ABOUT 0.2 MILES TO SUMMIT OF HILL AND STATION.
 TU2955'
 TU2955'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 TU2955
 TU2955                          STATION RECOVERY (1960)
 TU2955
 TU2955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU2955'THE STATION, BOTH REFERENCE MARKS AND THE LIGHTHOUSE AT PAUWELA
 TU2955'POINT WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STACK AT
 TU2955'HAIKU IS NO LONGER IN EXISTENCE.
 TU2955'
 TU2955'THE STATION IS ON PROPERTY CONTROLLED BY THE GROVE RANCH AND A KEY
 TU2955'TO THE GATE SHOULD BE OBTAINED AT THEIR OFFICE IN KAHULUI.
 TU2955
 TU2955                          STATION RECOVERY (1968)
 TU2955
 TU2955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2955'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2955'COMPLETE DESCRIPTION FOLLOWS--
 TU2955'
 TU2955'STATION IS LOCATED ALONG THE EAST SIDE OF MALIKO GULCH, ABOUT
 TU2955'3/4-MILE NORTHWEST OF HAIKU AND 3 MILES NORTHEAST OF PAIA, ON THE
 TU2955'NORTH END OF PUU O UMI, A HILL OF ABOUT 634 FEET ELEVATION THAT HAS
 TU2955'HEAVY GROWTH OF LARGE EUCALYPTUS TREES ALONG THE WEST SIDE OF THE
 TU2955'TOP, WHICH BLOCK MOST OF THE VIEW.  THE HILL IS OPEN AND GRASSY
 TU2955'ALONG THE EAST SIDE OF THE TOP.
 TU2955'
 TU2955'TO REACH STATION FROM THE POST OFFICE IN HAIKU, GO NORTH ON THE
 TU2955'MAIN ROAD FOR 0.65 MILE TO SIDE ROAD LEFT.  GO LEFT ON TRACK ROAD
 TU2955'FOR 0.1 MILE TO T-JUNCTION AT EDGE OF PINEAPPLE FIELD.  TURN RIGHT
 TU2955'AND GO 0.05 MILE.  TAKE SIDE ROAD LEFT AND GO UP ALONG EDGE OF
 TU2955'PINEAPPLE FIELD FOR 0.2 MILE TO HIGHEST POINT OF FIELD.  FROM
 TU2955'HERE PACK SOUTHERLY UP THROUGH IRONWOOD TREES AND BRUSH FOR ABOUT
 TU2955'150 YARDS TO TOP AND STATION.
 TU2955'
 TU2955'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 9-INCH-SQUARE,
 TU2955'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND, BUT HIDDEN BY
 TU2955'VERY DEEP, MATTED GRASS, AND IS 11 FEET SOUTH OF A 6-INCH
 TU2955'EUCALYPTUS TREE.  THERE IS A SMALL PILE OF BOULDERS OVER THE MARK,
 TU2955'AND A 16 X 16-FOOT FENCE, MADE WITH IRON POSTS AND BARBED WIRE,
 TU2955'SURROUNDS THE STATION.
 TU2955'
 TU2955'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAIKU NO 1
 TU2955'1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2955'PROJECTING 8 INCHES ABOVE GROUND, HIDDEN IN THE HEAVY GRASS.  IT IS
 TU2955'3.1 FEET LOWER THAN THE STATION MARK.
 TU2955'
 TU2955'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAIKU NO 2
 TU2955'1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2955'PROJECTING 3 INCHES ABOVE GROUND, HIDDEN IN THE HEAVY GRASS.  IT IS
 TU2955'0.8 FOOT HIGHER THAN THE STATION MARK.
 TU2955
 TU2955                          STATION RECOVERY (1969)
 TU2955
 TU2955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2955'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE AREA WHERE IT WAS
 TU2955'LOCATED WAS ONCE A PINEAPPLE FIELD AND IT IS BELIEVED THE STATION
 TU2955'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1553 ***********************************************************************
 TU1553  DESIGNATION -  HAILI
 TU1553  PID         -  TU1553
 TU1553  STATE/COUNTY-  HI/HONOLULU
 TU1553  USGS QUAD   -  KAENA (1983)
 TU1553
 TU1553                         *CURRENT SURVEY CONTROL
 TU1553  ___________________________________________________________________
 TU1553* NAD 83(1993)-  21 34 17.82650(N)    158 12 36.44438(W)     ADJUSTED  
 TU1553* LOCAL TIDAL -       305.     (meters)    1001.     (feet)  SCALED    
 TU1553  ___________________________________________________________________
 TU1553  EPOCH DATE  -        1993.62
 TU1553  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 TU1553  GEOID HEIGHT-          14.80  (meters)                     GEOID03
 TU1553
 TU1553  HORZ ORDER  -  THIRD
 TU1553
 TU1553.The horizontal coordinates were established by classical geodetic methods
 TU1553.and adjusted by the National Geodetic Survey in December 1998..
 TU1553.The horizontal coordinates are valid at the epoch date displayed above.
 TU1553.The epoch date for horizontal control is a decimal equivalence
 TU1553.of Year/Month/Day.
 TU1553
 TU1553.The orthometric height was scaled from a topographic map.
 TU1553
 TU1553.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1553
 TU1553.The geoid height was determined by GEOID03.
 TU1553
 TU1553;                    North         East     Units Scale Factor Converg.
 TU1553;SPC HI 3     -    44,851.241   478,237.823   MT  0.99999585   -0 04 38.1
 TU1553;UTM  04      - 2,385,619.613   581,776.224   MT  0.99968263   +0 17 25.5
 TU1553
 TU1553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1553!SPC HI 3     -   0.99994974  x   0.99999585  =   0.99994559
 TU1553!UTM  04      -   0.99994974  x   0.99968263  =   0.99963239
 TU1553
 TU1553:                Primary Azimuth Mark                     Grid Az
 TU1553:SPC HI 3     -  WHITE WATER TANK                         019 36 59.2
 TU1553:UTM  04      -  WHITE WATER TANK                         019 14 55.6
 TU1553
 TU1553|---------------------------------------------------------------------|
 TU1553| PID    Reference Object                     Distance      Geod. Az  |
 TU1553|                                                           dddmmss.s |
 TU1553| TU1550 WHITE WATER TANK                    APPROX. 0.8 KM 0193221.1 |
 TU1553| TU1547 GREEN WATER TANK                    APPROX. 1.1 KM 0443834.5 |
 TU1553| TU1541 KAWAIAPEI WINDSOCK                  APPROX. 2.2 KM 0613818.0 |
 TU1553| TU1542 DOLLAR RADIO STATION TANK           APPROX. 1.9 KM 0704739.8 |
 TU1553| CJ9463 HAILI RM 2                            7.900 METERS 14256     |
 TU1553| CJ9462 HAILI RM 1                            7.460 METERS 23310     |
 TU1553| TU1557 KEEKEE RESET                        420.349 METERS 2850442.2 |
 TU1553|---------------------------------------------------------------------|
 TU1553
 TU1553                          SUPERSEDED SURVEY CONTROL
 TU1553
 TU1553  NAD 83(1986)-  21 34 17.77615(N)    158 12 36.45598(W) AD(       ) 3
 TU1553  OLD HI      -  21 34 29.15500(N)    158 12 46.38800(W) AD(       ) 3
 TU1553
 TU1553.Superseded values are not recommended for survey control.
 TU1553.NGS no longer adjusts projects to the OLD HI datum.
 TU1553.See file dsdata.txt to determine how the superseded data were derived.
 TU1553
 TU1553_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8177685620(NAD 83)
 TU1553_MARKER: Z = SEE DESCRIPTION
 TU1553_SETTING: 0 = UNSPECIFIED SETTING
 TU1553
 TU1553  HISTORY     - Date     Condition        Report By
 TU1553  HISTORY     - 1932     MONUMENTED       CGS
 TU1553  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TU1553  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1553
 TU1553                          STATION DESCRIPTION
 TU1553
 TU1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1553'STATION IS 4-1/2 MILES E OF KAENA POINT, ON A BROAD RIDGE E OF
 TU1553'HAILI GULCH.  A PROMINENT SHOULDER (ELEVATION 500 FEET) PROJECTS
 TU1553'OUT FROM GENERAL LINE OF THE CLIFF ON THE W SIDE OF THIS
 TU1553'GULCH.  STATION KAUHAO IS VISIBLE.
 TU1553'
 TU1553'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE IN
 TU1553'DEPRESSIONS IN BOULDERS.
 TU1553'
 TU1553'TO REACH STATION, FOLLOW THE TRAIL PAST STATION CAMP AND AROUND
 TU1553'GULCHES.
 TU1553'
 TU1553'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1553
 TU1553                          STATION RECOVERY (1954)
 TU1553
 TU1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GAN)
 TU1553'REFERENCE MARK 1 DISTURBED.  REFERENCE MARK 2 APPEARS O.K. BUT IS
 TU1553'ON A SMALL ROCK WHICH IS EASILY MOVABLE AS WAS REFERENCE MARK 1.
 TU1553
 TU1553                          STATION RECOVERY (1964)
 TU1553
 TU1553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1553'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE ENTIRE RIDGE TOP IN
 TU1553'THE VICINITY OF THE STATION IS BADLY ERODED AND COMPLETELY
 TU1553'BARE.  IT IS BELIEVED THAT ALL MARKS HAVE BEEN WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3056 ***********************************************************************
 TU3056  DESIGNATION -  HAK
 TU3056  PID         -  TU3056
 TU3056  STATE/COUNTY-  HI/MAUI
 TU3056  USGS QUAD   -  KAHAKULOA (1997)
 TU3056
 TU3056                         *CURRENT SURVEY CONTROL
 TU3056  ___________________________________________________________________
 TU3056* NAD 83(1993)-  20 59 06.55867(N)    156 31 38.13792(W)     ADJUSTED  
 TU3056* LOCAL TIDAL -        82.3    (meters)     270.     (feet)  VERT ANG  
 TU3056  ___________________________________________________________________
 TU3056  EPOCH DATE  -        1993.62
 TU3056  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 TU3056  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU3056
 TU3056  HORZ ORDER  -  FIRST
 TU3056
 TU3056.The horizontal coordinates were established by classical geodetic methods
 TU3056.and adjusted by the National Geodetic Survey in December 1998..
 TU3056.The horizontal coordinates are valid at the epoch date displayed above.
 TU3056.The epoch date for horizontal control is a decimal equivalence
 TU3056.of Year/Month/Day.
 TU3056
 TU3056.The orthometric height was determined by vertical angle observations.
 TU3056
 TU3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3056
 TU3056.The geoid height was determined by GEOID03.
 TU3056
 TU3056;                    North         East     Units Scale Factor Converg.
 TU3056;SPC HI 2     -    72,168.826   514,495.072   MT  0.99996926   +0 02 59.7
 TU3056;UTM  04      - 2,322,492.224   757,074.020   MT  1.00041678   +0 53 09.7
 TU3056
 TU3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3056!SPC HI 2     -   0.99998466  x   0.99996926  =   0.99995393
 TU3056!UTM  04      -   0.99998466  x   1.00041678  =   1.00040144
 TU3056
 TU3056:                Primary Azimuth Mark                     Grid Az
 TU3056:SPC HI 2     -  OLAI 2                                   219 29 11.4
 TU3056:UTM  04      -  OLAI 2                                   218 39 01.4
 TU3056
 TU3056|---------------------------------------------------------------------|
 TU3056| PID    Reference Object                     Distance      Geod. Az  |
 TU3056|                                                           dddmmss.s |
 TU3056| TU3067 OLAI 2                              APPROX. 1.2 KM 2193211.1 |
 TU3056| CN5150 HAK RM 2                              7.468 METERS 24634     |
 TU3056| CN5149 HAK RM 1                             10.929 METERS 32714     |
 TU3056|---------------------------------------------------------------------|
 TU3056
 TU3056                          SUPERSEDED SURVEY CONTROL
 TU3056
 TU3056  NAD 83(1986)-  20 59 06.51401(N)    156 31 38.11984(W) AD(       ) 1
 TU3056  OLD HI      -  20 59 18.09100(N)    156 31 48.28500(W) AD(       ) 1
 TU3056
 TU3056.Superseded values are not recommended for survey control.
 TU3056.NGS no longer adjusts projects to the OLD HI datum.
 TU3056.See file dsdata.txt to determine how the superseded data were derived.
 TU3056
 TU3056_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5707422492(NAD 83)
 TU3056_MARKER: Z = SEE DESCRIPTION
 TU3056_SETTING: 0 = UNSPECIFIED SETTING
 TU3056
 TU3056  HISTORY     - Date     Condition        Report By
 TU3056  HISTORY     - 1912     MONUMENTED       CGS
 TU3056  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3056  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3056
 TU3056                          STATION DESCRIPTION
 TU3056
 TU3056'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3056'ON NORTHEASTERN COAST OF WEST MAUI, IN KAANAPALI DISTRICT, ON
 TU3056'THE TOP AND NEAR THE EXTREME END OF THE NARROW RIDGE FORMING
 TU3056'MOKEEHIA POINT, AND ABOUT 10 METERS BACK FROM THE PRECIPITOUS
 TU3056'SLOPE TO THE SHORE LINE.  MARKED BY A 5-INCH DRAINTILE PIPE
 TU3056'CEMENTED FLANGE DOWN INTO THE SANDSTONE WITH ABOUT 5 INCHES
 TU3056'PROJECTING ABOVE SURFACE.  PIPE IS FILLED WITH CONCRETE AND
 TU3056'CENTERED WITH STANDARD BRONZE DISK.
 TU3056
 TU3056                          STATION RECOVERY (1950)
 TU3056
 TU3056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3056'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  LOCATED
 TU3056'ON THE NORTHEAST COAST OF MAUI, IN THE KAANAPALI DISTRICT, ON
 TU3056'THE TOP AND NEAR THE EXTREME END OF THE NARROW RIDGE THAT
 TU3056'JUTTS OUT INTO THE OCEAN AND IS ABOUT 300 FEET LOWER THAN THE
 TU3056'MAIN LAND, FORMING MOKEEHIA POINT, AND ABOUT 10 METERS BACK
 TU3056'FROM THE PRECIPITOUS SLOPE TO THE SHORE LINE.
 TU3056'
 TU3056'STATION IS A STANDARD DISK SET IN A CONCRETE FILLED DRAINAGE TILE
 TU3056'CEMENTED FLANGE DOWN IN THE SANDSTONE AND PROJECTING ABOUT
 TU3056'5 INCHES.
 TU3056'
 TU3056'REFERENCE MARK NO. 1 IS WEST SOUTHWEST OF THE STATION.  A
 TU3056'STANDARD DISK SET IN A SANDSTONE LEDGE PROJECTING ABOUT 18
 TU3056'INCHES.  STAMPED H AND K NO 1 1949.
 TU3056'
 TU3056'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  A STANDARD
 TU3056'DISK SET IN SANDSTONE OUTCROP FLUSH WITH THE GROUND AND ABOUT 7
 TU3056'FEET LOWER THAN THE STATION.  STAMPED H AND K NO 2 1949.
 TU3056'
 TU3056'TO REACH FROM THE POST OFFICE AT KAHULUI--GO NORTHEAST ON COAST
 TU3056'ROAD TOWARD KAHAKULOA FOR ELEVEN MILES TO A SMALL HOUSE ON
 TU3056'RIGHT AT THE FOOT OF PUU OLAI.  CONTINUE AHEAD FOR 0.1 MILE, TURN
 TU3056'RIGHT ON TRACK ROAD AND GO NORTHEASTERLY ON TRACK ROAD THROUGH
 TU3056'PASTURE LAND FOR 0.8 TO END OF ROAD.  FROM HERE PACK RIGHT TO
 TU3056'TOP AND END OF RIDGE THEN DOWN STEEP DRAW TO POINT AND STATION.
 TU3056
 TU3056                          STATION RECOVERY (1969)
 TU3056
 TU3056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3056'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU3056'HOWEVER THE DISTANCES AND COMPASS DIRECTIONS TO THE REFERENCE
 TU3056'MARKS WERE LISTED WRONG IN THE 1950 DESCRIPTION.  THE 1949
 TU3056'DISTANCE AND DIRECTION IS CORRECT.  A COMPLETE DESCRIPTION
 TU3056'FOLLOWS--
 TU3056'
 TU3056'STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF WAILUKU,
 TU3056'ON HAKUHEE POINT, AT ABOUT 270 FEET ELEVATION, ON A GRASSY-TOPPED
 TU3056'POINT ABOUT 3/4-MILE NORTHEAST, DOWN-RIDGE, FROM PUU OLAI.
 TU3056'
 TU3056'TO REACH STATION FROM THE JUNCTION OF MAIN AND MARKED STREETS IN
 TU3056'WAILUKU, GO NORTH ON MARKET STREET, CONTINUING ON STATE HIGHWAY
 TU3056'33, FOR 3.6 MILES TO WAIHEE VILLAGE.  CONTINUE ON THE HIGHWAY,
 TU3056'WHICH LATER BECOMES A WINDING, GRAVELED ROAD, FOR 5.9 MILES
 TU3056'TO PIPE GATE ON RIGHT, AT MILEPOST 10 AND POWER POLE NO. 24.  GO
 TU3056'THROUGH THE GATE AND DOWN FARM ROAD FOR 0.2 MILE TO HOUSE.  PASS
 TU3056'THROUGH WIRE GATE TO LEFT OF HOUSE AND FOLLOW PASTURE ROAD,
 TU3056'PASSING THROUGH 3 MORE GATES, FOR 0.75 MILE TO END OF TRUCK
 TU3056'TRAVEL, AT FENCE AND END OF PASTURE.  PACK DOWN STEEP HILL, THEN
 TU3056'ACROSS GULCH AND UP OTHER SIDE, ABOUT 1/2-MILE TO STATION.
 TU3056'NOTE--THE ROUTE TO REACH STATION IN 1950 IS NOW QUITE
 TU3056'OVERGROWN.
 TU3056'
 TU3056'STATION MARK IS A STANDARD DISK UNSTAMPED, SET IN THE TOP OF A
 TU3056'6-INCH DIAMETER, CONCRETE-FILLED, SEWER PIPE PROJECTING 7
 TU3056'INCHES FROM GROUND.  IT IS 27 FEET SOUTHWEST OF THE PROMINENT,
 TU3056'GREY SANDSTONE OUTCROP ON END OF RIDGE-TOP.
 TU3056'
 TU3056'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAK NO 1
 TU3056'1949, CEMENTED IN A DRILL HOLE IN THE SHEER BEDROCK EDGE OF THE
 TU3056'270-FOOT CLIFF, ON WEST SIDE OF HILLTOP AND 6.9 FEET LOWER
 TU3056'THAN STATION MARK.
 TU3056'
 TU3056'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAK NO 2
 TU3056'1949, CEMENTED IN A DRILL HOLE IN A GREY SANDSTONE LEDGE THAT
 TU3056'PROJECTS 2 FEET FROM GROUND, AND IS 2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2090 ***********************************************************************
 TU2090  DESIGNATION -  HAKUMA
 TU2090  PID         -  TU2090
 TU2090  STATE/COUNTY-  HI/HAWAII
 TU2090  USGS QUAD   -  KALAPANA (1994)
 TU2090
 TU2090                         *CURRENT SURVEY CONTROL
 TU2090  ___________________________________________________________________
 TU2090* NAD 83(1993)-  19 20 45.28990(N)    154 58 44.82790(W)     ADJUSTED  
 TU2090* LOCAL TIDAL -        18.81   (meters)      61.7    (feet)  LEVELING  
 TU2090  ___________________________________________________________________
 TU2090  EPOCH DATE  -        1993.62
 TU2090  LAPLACE CORR-         -18.77  (seconds)                    DEFLEC99
 TU2090  GEOID HEIGHT-          14.33  (meters)                     GEOID03
 TU2090
 TU2090  HORZ ORDER  -  FIRST
 TU2090  VERT ORDER  -  THIRD ?
 TU2090
 TU2090.The horizontal coordinates were established by classical geodetic methods
 TU2090.and adjusted by the National Geodetic Survey in December 1998..
 TU2090.The horizontal coordinates are valid at the epoch date displayed above.
 TU2090.The epoch date for horizontal control is a decimal equivalence
 TU2090.of Year/Month/Day.
 TU2090
 TU2090.The orthometric height was determined by differential leveling.
 TU2090.The vertical network tie was performed by a horz. field party for horz.
 TU2090.obs reductions. Reset procedures were used to establish the elevation.
 TU2090
 TU2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2090
 TU2090.The geoid height was determined by GEOID03.
 TU2090
 TU2090;                    North         East     Units Scale Factor Converg.
 TU2090;SPC HI 1     -    56,819.675   554,729.065   MT  1.00000368   +0 10 21.2
 TU2090;UTM  05      - 2,140,292.590   292,099.671   MT  1.00013430   -0 39 21.1
 TU2090
 TU2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2090!SPC HI 1     -   0.99999479  x   1.00000368  =   0.99999847
 TU2090!UTM  05      -   0.99999479  x   1.00013430  =   1.00012909
 TU2090
 TU2090|---------------------------------------------------------------------|
 TU2090| PID    Reference Object                     Distance      Geod. Az  |
 TU2090|                                                           dddmmss.s |
 TU2090| CN5151 HAKUMA RM 1                           4.874 METERS 02531     |
 TU2090| CN5152 HAKUMA RM 2                           8.361 METERS 29709     |
 TU2090| TU2091 HAKUMA HITS                         131.973 METERS 33649     |
 TU2090|---------------------------------------------------------------------|
 TU2090
 TU2090                          SUPERSEDED SURVEY CONTROL
 TU2090
 TU2090  NAD 83(1986)-  19 20 45.23599(N)    154 58 44.85172(W) AD(       ) 1
 TU2090  OLD HI      -  19 20 56.10878(N)    154 58 54.85601(W) AD(       ) 1
 TU2090
 TU2090.Superseded values are not recommended for survey control.
 TU2090.NGS no longer adjusts projects to the OLD HI datum.
 TU2090.See file dsdata.txt to determine how the superseded data were derived.
 TU2090
 TU2090_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9210040293(NAD 83)
 TU2090_MARKER: Z = SEE DESCRIPTION
 TU2090_SETTING: 0 = UNSPECIFIED SETTING
 TU2090
 TU2090  HISTORY     - Date     Condition        Report By
 TU2090  HISTORY     - 1914     MONUMENTED       CGS
 TU2090  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2090  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2090
 TU2090                          STATION DESCRIPTION
 TU2090
 TU2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2090'ON EAST COAST OF HAWAII, ON HAKUMA POINT, 1/2 MILE SOUTH OF THE
 TU2090'VILLAGE OF KALAPANA.  ON A FLAT GRASSY MEADOW, ABOUT 7 METERS FROM
 TU2090'THE CLIFF EDGE TO THE SOUTHEAST AND ABOUT 3 METERS SOUTHWEST OF
 TU2090'A STONE WALL WHICH RUNS INSHORE FROM THE CLIFF EDGE.  PART OF WALL
 TU2090'HAS BEEN REMOVED.  STATION MARKED BY A SURVEY TABLET SET IN
 TU2090'SMOOTH LAVA OUTCROP, AND SURROUNDED BY A CIRCULAR PATCH OF
 TU2090'CEMENT.  IT IS SURROUNDED BY A LARGE HOLLOW CAIRN, 12 FEET IN
 TU2090'DIAMETER AND 6 FEET HIGH, WHITEWASHED.  REFERENCE MARK IS A
 TU2090'CAIRN INSHORE AND AT HIGHEST POINT OF MEADOW.  IT IS NEAR EDGE
 TU2090'OF LAVA CLIFF WHICH FACES INSHORE AND PROBABLY MARKS A
 TU2090'TERRITORIAL SURVEY STATION.  IT IS DISTANT 135 METERS, BEARING
 TU2090'N. 33 DEG W.  THE SPIRE OF THE PROTESTANT CHURCH AT KALAPANA
 TU2090'BEARS N. 12 DEG E., 655 METERS.
 TU2090
 TU2090                          STATION RECOVERY (1967)
 TU2090
 TU2090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2090'STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO NEW REFERENCE
 TU2090'MARKS WERE ESTABLISHED.  NOTE--THIS IS NOT THE SAME STATION AS
 TU2090'HAKUMA (HTS) 1891.
 TU2090'
 TU2090'A COMPLETE DESCRIPTION FOLLOWS--STATION IS LOCATED IN SOUTHEAST
 TU2090'PART OF THE ISLAND, ABOUT 1/3-MILE SOUTHWEST OF KALAPANA VILLAGE
 TU2090'AND 1100 FEET SOUTHEAST OF STATE HIGHWAY 13, AT ABOUT 62 FEET
 TU2090'ELEVATION, ON THE HIGHEST PART OF THE LONG, OPEN, FLAT-TOPPED
 TU2090'RIDGE, OR MESA ALONG THE SEA-COAST, AND ABOUT 1500 FEET SOUTHWEST
 TU2090'FROM END OF RIDGE.
 TU2090'
 TU2090'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 132 AND 13
 TU2090'AT PAHOA, GO SOUTH ON STATE HIGHWAY 13 FOR 11.0 MILES TO THE
 TU2090'CHURCHES AT KALAPANA VILLAGE.  CONTINUE ON THE HIGHWAY FOR 0.25
 TU2090'MILE.  TURN LEFT THROUGH GATE INTO YARD, AND END OF TRUCK TRAVEL
 TU2090'AT HOUSE.  WALK SOUTH ON TRAIL THROUGH TREES ABOUT 200 YARDS TO
 TU2090'SOME GRAVES ON HILLSIDE.  GO LEFT UP ONTO RIDGE TOP ABOUT 75
 TU2090'YARDS TO STATION HAKUMA (HTS) 1891, THEN FOLLOW DIM TRAIL
 TU2090'SOUTHERLY THROUGH BRUSH ABOUT 450 FEET TO STATION NEAR EDGE OF
 TU2090'CLIFF.
 TU2090'
 TU2090'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2090'HOLE IN A 4-FOOT-SQUARE BEDROCK OUTCROP, WITH SLIGHTLY ROUNDED
 TU2090'TOP, PROJECTING 6 INCHES.  IT IS ABOUT 200 YARDS SOUTHWEST OF A
 TU2090'PROMINENT, LARGE, LONE IRONWOOD TREE, 70 FEET SOUTHWEST OF THE
 TU2090'CENTER OF A LARGE ROCK PILE, AND 24 FEET NORTHWEST FROM EDGE OF
 TU2090'CLIFF.
 TU2090'
 TU2090'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAKUMA 1914
 TU2090'NO 1 1967, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK FLUSH WITH
 TU2090'GROUND.  IT IS 3 FEET SOUTH FROM BRUSH LINE AND AT SAME ELEVATION
 TU2090'AS STATION MARK.
 TU2090'
 TU2090'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAKUMA 1914
 TU2090'NO 2 1967, CEMENTED IN A DRILL HOLE IN A 5 X 16-FOOT, OPEN BEDROCK
 TU2090'AREA SURROUNDED BY BRUSH.  IT IS FLUSH WITH GROUND AND ABOUT 6
 TU2090'INCHES LOWER THAN STATION MARK.
 TU2090
 TU2090                          STATION RECOVERY (1977)
 TU2090
 TU2090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2090'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TU2090'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2
 TU2090'COMPARED FAVORABLE TO THE 1967 DATA.  THE DIFFERENCE TO REFERENCE
 TU2090'MARK 1 BEING 0.005 METERS LONGER AND 46 SECONDS.  THE DIFFERENCE
 TU2090'TO REFERENCE MARK 2 BEING 0.004 METERS LONGER AND 40 SECONDS.  A
 TU2090'MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 2 AT THIS
 TU2090'TIME AND DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 TU2090'
 TU2090'THE STATION IS LOCATED ABOUT 1/3 MILE SOUTHWEST OF KALAPANA
 TU2090'VILLAGE AND ABOUT 1100 FEET SOUTHEAST OF STATE HIGHWAY 13 AND IS ON
 TU2090'STATE PROPERTY.
 TU2090'
 TU2090'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 137 AND
 TU2090'13 AT THE NORTHEAST EDGE OF KALAPANA VILLAGE, GO SOUTHWEST ON
 TU2090'HIGHWAY 13 FOR 1.2 MILES TO KALAPANA VILLAGE AND TWO CHURCHES,
 TU2090'ONE ON EACH SIDE OF THE HIGHWAY.  TURN LEFT JUST SOUTH OF THE
 TU2090'CHURCH ON THE LEFT AND GO EAST FOR 0.1 MILE TO THE WATERS EDGE
 TU2090'AND END OF TRUCK TRAVEL.  PACK SOUTHEAST AND EAST GOING THROUGH
 TU2090'WATER FOR ABOUT 0.1 MILE, THEN NORTHEAST UPHILL FOR ABOUT 0.1
 TU2090'MILE TO SOME WOODEN STEPS.  GO UP THE STEPS THEN TURN RIGHT
 TU2090'AND PACK SOUTHWEST ALONG THE TOP OF A BLUFF FOR ABOUT 1/4 MILE
 TU2090'TO THE STATION.
 TU2090'
 TU2090'THE STATION MARK IS A C AND GS DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2090'HOLE IN LAVA ROCK AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 TU2090'SURFACE.  IT IS 25 FEET NORTHWEST OF THE OCEAN CLIFF.
 TU2090'
 TU2090'REFERENCE MARK 1 IS A C AND GS DISK, STAMPED HAKUMA 1914 NO 1 1967,
 TU2090'CEMENTED IN A DRILL HOLE IN LAVA ROCK AND IS FLUSH WITH THE GROUND
 TU2090'SURFACE.  IT IS 44 FEET NORTHWEST OF THE OCEAN CLIFF AND IS ABOUT
 TU2090'THE SAME ELEVATION AS THE STATION MARK.
 TU2090'
 TU2090'REFERENCE MARK 2 IS A C AND GS DISK STAMPED HAKUMA 1914 NO 2 1967,
 TU2090'CEMENTED IN A DRILL HOLE IN LAVA ROCK AND IS FLUSH WITH THE GROUND
 TU2090'SURFACE.  IT IS 41 FEET NORTHWEST OF THE OCEAN CLIFF AND IS ABOUT 6
 TU2090'INCHES LOWER THAN THE STATION MARK.
 TU2090'
 TU2090'HAKUMA HTS IS A 2-1/2 INCH METAL SHAFT WITH A PUNCH HOLE IN THE
 TU2090'CENTER, PROJECTING 3 FEET FROM THE CENTER OF A TRIANGULAR SHAPED
 TU2090'CONCRETE PLATFORM, WITH A METAL TARGET MOUNTED VERTICALLY ON THE
 TU2090'SHAFT THAT PROJECTS ABOUT 8 FEET.  THE LETTERS HAKUMA HTS 7-1-38
 TU2090'ARE INSCRIBED IN THE CONCRETE BASE.  IT IS 9 FEET SOUTHEAST OF
 TU2090'THE EDGE OF A BLUFF.
 TU2090'
 TU2090'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 TU2090'
 TU2090'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2090'1/3 MILE SOUTHWEST OF KALAPANA VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2265 ***********************************************************************
 TU2265  DESIGNATION -  HALAI 2
 TU2265  PID         -  TU2265
 TU2265  STATE/COUNTY-  HI/HAWAII
 TU2265  USGS QUAD   -  HILO (1995)
 TU2265
 TU2265                         *CURRENT SURVEY CONTROL
 TU2265  ___________________________________________________________________
 TU2265* NAD 83(1993)-  19 42 59.92157(N)    155 05 47.58237(W)     ADJUSTED  
 TU2265* LOCAL TIDAL -       109.8    (meters)     360.     (feet)  VERT ANG  
 TU2265  ___________________________________________________________________
 TU2265  EPOCH DATE  -        1993.62
 TU2265  LAPLACE CORR-         -18.21  (seconds)                    DEFLEC99
 TU2265  GEOID HEIGHT-          18.71  (meters)                     GEOID03
 TU2265
 TU2265  HORZ ORDER  -  FIRST
 TU2265
 TU2265.The horizontal coordinates were established by classical geodetic methods
 TU2265.and adjusted by the National Geodetic Survey in December 1998..
 TU2265.The horizontal coordinates are valid at the epoch date displayed above.
 TU2265.The epoch date for horizontal control is a decimal equivalence
 TU2265.of Year/Month/Day.
 TU2265
 TU2265.The orthometric height was determined by vertical angle observations.
 TU2265
 TU2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2265
 TU2265.The geoid height was determined by GEOID03.
 TU2265
 TU2265;                    North         East     Units Scale Factor Converg.
 TU2265;SPC HI 1     -    97,825.498   542,293.692   MT  0.99998877   +0 08 10.0
 TU2265;UTM  05      - 2,181,482.475   280,261.957   MT  1.00019685   -0 42 27.3
 TU2265
 TU2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2265!SPC HI 1     -   0.99997980  x   0.99998877  =   0.99996857
 TU2265!UTM  05      -   0.99997980  x   1.00019685  =   1.00017665
 TU2265
 TU2265:                Primary Azimuth Mark                     Grid Az
 TU2265:SPC HI 1     -  HILO SUGAR CO STACK                      016 09 48.1
 TU2265:UTM  05      -  HILO SUGAR CO STACK                      017 00 25.4
 TU2265
 TU2265|---------------------------------------------------------------------|
 TU2265| PID    Reference Object                     Distance      Geod. Az  |
 TU2265|                                                           dddmmss.s |
 TU2265| TU2235 HILO SUGAR CO STACK                 APPROX. 2.5 KM 0161758.1 |
 TU2265| TU2249 HILO ST JOSEPHS CATH CH CROSS       APPROX. 0.9 KM 0461745.1 |
 TU2265| TU2205 HILO KHVH TV MAST                   APPROX. 3.6 KM 0665105.6 |
 TU2265| TU2198 HILO HARBOR COMMISSIONERS TANK      APPROX. 4.6 KM 0730044.6 |
 TU2265| TU2256 HILO KHLO RADIO TOWER               APPROX. 6.9 KM 0743919.9 |
 TU2265| TU2246 HILO COMTEC MAST                    APPROX. 2.3 KM 1053558.1 |
 TU2265| CN5155 HALAI RM 3                            5.250 METERS 11549     |
 TU2265| TU2275 WAIAKEA MAUKA=1183                  APPROX. 8.2 KM 2010334.6 |
 TU2265| CN5156 HALAI RM 4                            5.477 METERS 20709     |
 TU2265| TU2276 HILO RADIO STATION KHBC MAST        APPROX. 4.0 KM 2660631.9 |
 TU2265|---------------------------------------------------------------------|
 TU2265
 TU2265                          SUPERSEDED SURVEY CONTROL
 TU2265
 TU2265  NAD 83(1986)-  19 42 59.89051(N)    155 05 47.60279(W) AD(       ) 1
 TU2265  OLD HI      -  19 43 10.83192(N)    155 05 57.57179(W) AD(       ) 1
 TU2265
 TU2265.Superseded values are not recommended for survey control.
 TU2265.NGS no longer adjusts projects to the OLD HI datum.
 TU2265.See file dsdata.txt to determine how the superseded data were derived.
 TU2265
 TU2265_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8026281482(NAD 83)
 TU2265_MARKER: Z = SEE DESCRIPTION
 TU2265_SETTING: 0 = UNSPECIFIED SETTING
 TU2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2265+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 TU2265
 TU2265  HISTORY     - Date     Condition        Report By
 TU2265  HISTORY     - 1977     MONUMENTED       HIGS
 TU2265  HISTORY     - 20051017 GOOD             HIDT
 TU2265
 TU2265                          STATION DESCRIPTION
 TU2265
 TU2265'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2265'THE STATION IS LOCATED IN THE SOUTHWEST PART OF HILO, ON
 TU2265'STATE PROPERTY AND ON TOP OF A 11 BY 13 FOOT BUILDING THAT
 TU2265'IS ABOUT 12 FEET HIGH THAT BELONGS TO THE HAWAIIAN TELEPHONE
 TU2265'COMPANY.  THE STATION IS SET OVER STATION HALAI THAT IS NOW
 TU2265'INSIDE OF THE BUILDING.
 TU2265'
 TU2265'TO REACH THE STATION FROM THE POST OFFICE IN HILO, GO WEST
 TU2265'ON STATE HIGHWAY 20, WAIANUENUE AVENUE, FOR 0.6 MILE TO A
 TU2265'SIDE STREET LEFT.  TURN LEFT AND GO SOUTH ON HALAI STREET FOR
 TU2265'0.15 MILE TO A T-STREET.  TURN RIGHT AND GO NORTHWEST UPHILL
 TU2265'ON HINA STREET FOR 0.05 MILE TO A SIDE STREET ON THE LEFT.  TURN
 TU2265'LEFT AND GO SOUTH UPHILL FOR 0.15 MILE TO THE TOP OF THE HILL
 TU2265'AND THE STATION.  A LOCKED CHAIN GATE IS NEAR THE TOP OF THE
 TU2265'HILL AND A KEY CAN BE OBTAINED FROM THE HAWAIIAN TELEPHONE
 TU2265'COMPANY.
 TU2265'
 TU2265'STATION MARK IS THE CENTER OF A 2-1/2 INCH IRON PIPE THAT
 TU2265'IS SET IN A TAPERING CONCRETE POST THAT PROJECTS ABOUT 2 FEET ABOVE
 TU2265'THE SURFACE OF THE ROOF.  IT IS SET IN THE SOUTHEAST CORNER OF THE
 TU2265'ROOF OF THE BUILDING AND HAS A 6 FOOT HIGH METAL TARGET PROJECTING
 TU2265'FROM ITS CENTER, THAT CAN BE REMOVED WHEN NECESSARY.  NOTE DESC.
 TU2265'
 TU2265'REFERENCE MARK 3 IS A NGS DISK STAMPED HALAI HGS NO 3 1977.  IT
 TU2265'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS
 TU2265'2 FEET IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS
 TU2265'14 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 25
 TU2265'FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING
 TU2265'AND 5 FEET SOUTH OF THE EDGE OF THE TRACK ROAD.  NOTE 11C.
 TU2265'
 TU2265'REFERENCE MARK 4 IS A NGS DISK STAMPED HALAI HGS NO 4 1977.  IT
 TU2265'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH
 TU2265'WITH THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF THE
 TU2265'SOUTHEAST CORNER OF THE BUILDING, 12 SOUTHEAST OF THE SOUTHWEST
 TU2265'CORNER OF THE BUILDING AND 3 FEET SOUTH OF THE TRACK ROAD.  NOTE
 TU2265'11A
 TU2265'
 TU2265'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2265'
 TU2265'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2265'IN HILO.
 TU2265
 TU2265                          STATION RECOVERY (2005)
 TU2265
 TU2265'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2005 (CBG)
 TU2265'PLEASE CONTACT JUNE YOKOTA AT HAWAIIAN TEL COM AT 808-933-6514,
 TU2265'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2236 ***********************************************************************
 TU2236  DESIGNATION -  HALAI RESET
 TU2236  PID         -  TU2236
 TU2236  STATE/COUNTY-  HI/HAWAII
 TU2236  USGS QUAD   -  HILO (1995)
 TU2236
 TU2236                         *CURRENT SURVEY CONTROL
 TU2236  ___________________________________________________________________
 TU2236* NAD 83(1993)-  19 42 59.92160(N)    155 05 47.58257(W)     ADJUSTED  
 TU2236* LOCAL TIDAL -       109.8    (meters)     360.     (feet)  VERT ANG  
 TU2236  ___________________________________________________________________
 TU2236  EPOCH DATE  -        1993.62
 TU2236  LAPLACE CORR-         -18.21  (seconds)                    DEFLEC99
 TU2236  GEOID HEIGHT-          18.71  (meters)                     GEOID03
 TU2236
 TU2236  HORZ ORDER  -  SECOND
 TU2236
 TU2236.The horizontal coordinates were established by classical geodetic methods
 TU2236.and adjusted by the National Geodetic Survey in December 1998..
 TU2236.The horizontal coordinates are valid at the epoch date displayed above.
 TU2236.The epoch date for horizontal control is a decimal equivalence
 TU2236.of Year/Month/Day.
 TU2236
 TU2236.The orthometric height was determined by vertical angle observations.
 TU2236
 TU2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2236
 TU2236.The geoid height was determined by GEOID03.
 TU2236
 TU2236;                    North         East     Units Scale Factor Converg.
 TU2236;SPC HI 1     -    97,825.499   542,293.686   MT  0.99998877   +0 08 10.0
 TU2236;UTM  05      - 2,181,482.476   280,261.951   MT  1.00019685   -0 42 27.3
 TU2236
 TU2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2236!SPC HI 1     -   0.99997980  x   0.99998877  =   0.99996857
 TU2236!UTM  05      -   0.99997980  x   1.00019685  =   1.00017665
 TU2236
 TU2236:                Primary Azimuth Mark                     Grid Az
 TU2236:SPC HI 1     -  PEPEEKEO RAD STA KIPA MAST               005 23 04.0
 TU2236:UTM  05      -  PEPEEKEO RAD STA KIPA MAST               006 13 41.3
 TU2236
 TU2236|---------------------------------------------------------------------|
 TU2236| PID    Reference Object                     Distance      Geod. Az  |
 TU2236|                                                           dddmmss.s |
 TU2236| TU2156 PEPEEKEO RAD STA KIPA MAST          APPROX.14.6 KM 0053114.0 |
 TU2236| TU2235 HILO SUGAR CO STACK                 APPROX. 2.5 KM 0161758.6 |
 TU2236| TU2266 WAIAKEA CREEK CHAN DAYBEACON 1      APPROX. 2.8 KM 0723226.0 |
 TU2236| TU2197 HILO BULK SUGAR BINS W LIGHT        APPROX. 4.8 KM 0723702.7 |
 TU2236| TU2198 HILO HARBOR COMMISSIONERS TANK      APPROX. 4.6 KM 0730044.7 |
 TU2236| TU2219 HILO HONGWANJI CHURCH STEEPLE       APPROX. 1.4 KM 0754746.9 |
 TU2236| TU2188 HILO RADIO RANGE                    APPROX. 7.8 KM 0795650.5 |
 TU2236| TU2196 HILO LYMAN FIELD AIRPORT BCN        APPROX. 4.6 KM 0892638.0 |
 TU2236| TU2214 HILO WAIAKEA SUGAR CO STACK         APPROX. 2.2 KM 1013657.9 |
 TU2236| TU2230 OLAA SUGAR CO STACK                 APPROX.11.7 KM 1440120.1 |
 TU2236| TU2237 HILO LATITUDE STATION                 2.993 METERS 23050     |
 TU2236| CN5154 HALAI RM 2                            9.961 METERS 25940     |
 TU2236| CN5153 HALAI RM 1                            8.901 METERS 33734     |
 TU2236|---------------------------------------------------------------------|
 TU2236
 TU2236                          SUPERSEDED SURVEY CONTROL
 TU2236
 TU2236  NAD 83(1986)-  19 42 59.89064(N)    155 05 47.60355(W) AD(       ) 2
 TU2236  OLD HI      -  19 43 10.83200(N)    155 05 57.57200(W) AD(       ) 2
 TU2236
 TU2236.Superseded values are not recommended for survey control.
 TU2236.NGS no longer adjusts projects to the OLD HI datum.
 TU2236.See file dsdata.txt to determine how the superseded data were derived.
 TU2236
 TU2236_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8026281482(NAD 83)
 TU2236
 TU2236  HISTORY     - Date     Condition        Report By
 TU2236  HISTORY     - 1970     MONUMENTED       CGS
 TU2236  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2236  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2236  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2236  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2236  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2236  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU2236  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2236  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2236  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2236
 TU2236                          STATION DESCRIPTION
 TU2236
 TU2236'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2236'ON THE EASTERN COAST OF HAWAII, ON THE SUMMIT OF A HILL OF THE
 TU2236'SAME NAME BEHIND HILO, AND BUT A SHORT DISTANCE OUT.  HILL IS
 TU2236'A SYMMETRICAL SUGAR-LOAF AND IS GENERALLY CANE COVERED.  IT MAY
 TU2236'BE IDENTIFIED AS FOLLOWS--WHEN STANDING AT THE CIRCULAR PAVILION
 TU2236'IN THE PUBLIC PARK ON THE BEACH AT HILO, ONE LOOKS UP A STREET
 TU2236'RUNNING AT RIGHT ANGLES TO THE BEACH, THE HILL IS SEEN AT THE
 TU2236'HEAD OF THIS STREET.  STATION ORIGINALLY MARKED BY GRANITE
 TU2236'BLOCK, BUT IN 1912 MARK DESCRIBED AS BLOCK OF CEMENT, ABOUT 6
 TU2236'FEET SQUARE, PLACED ON HIGHEST POINT OF HILL.  IN CENTER OF
 TU2236'BLOCK IS GALVANIZED IRON PIPE ABOUT 9 FEET TALL, AT THE TOP OF
 TU2236'WHICH IS A GALVANIZED IRON DRUM ABOUT 16 INCHES IN DIAMETER.
 TU2236'THE PIPE IS JOINTED SO THAT THE UPPER SECTION WITH DRUM
 TU2236'MAY BE REMOVED PERMITTING THE PLACING OF AN INSTRUMENT OVER THE
 TU2236'LOWER PART.
 TU2236
 TU2236                          STATION RECOVERY (1949)
 TU2236
 TU2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2236'THE ORIGINAL STATION CONSISTING OF A GRANITE BLOCK SET NEARLY
 TU2236'FLUSH WITH THE GROUND WAS ESTABLISHED IN 1877.  IN 1911 THIS
 TU2236'MARK WAS REPLACED BY A CONCRETE BASE AND CAN SIGNAL.  IN 1912
 TU2236'E. R. HAND RECOVERED THIS STATION AND DESCRIBED THE MARK AS
 TU2236'BEING A BLOCK OF CONCRETE ABOUT 6 FEET SQUARE.  IN 1930 THE
 TU2236'TERRITORY SURVEY DEPARTMENT RECOVERED THIS STATION AND REPORTED
 TU2236'THE MARK AS BEING A 1-1/2 INCH IRON PIPE SET IN CONCRETE.  ALSO
 TU2236'IN 1930 THE TERRITORY SURVEY DEPARTMENT BUILT A STONE AND
 TU2236'CEMENT PLATFORM OVER THIS PIPE, LEAVING IT OPEN TO VIEW.  A
 TU2236'NEW DESCRIPTION FOLLOWS--
 TU2236'
 TU2236'THE STATION IS LOCATED ON THE SUMMIT OF HALAI HILL IN THE
 TU2236'CITY OF HILO ON PROPERTY BELONGING TO THE TERRITORY SURVEY
 TU2236'DEPARTMENT.  IT LIES ABOUT 1 MILE WEST OF HILO BAY AND ABOUT
 TU2236'0.4 MILE SOUTHWEST OF THE HILO HIGH SCHOOL.
 TU2236'
 TU2236'THE STATION IS THE CENTER OF A 1-1/2 INCH IRON PIPE WHICH
 TU2236'PROJECTS ABOUT 3 INCHES FROM THE TOP OF A SQUARE CONCRETE
 TU2236'SLAB.  OVER THIS MARK HAS BEEN ERECTED A STONE PLATFORM WHICH IS
 TU2236'ABOUT 6 FEET HIGH AND 6 FEET SQUARE.
 TU2236'
 TU2236'THE LATITUDE STATION IS A BRICK PIER ABOUT 3 FOOT HIGH WITH
 TU2236'A CENTER MARK DRILLED IN ITS CENTER.
 TU2236'
 TU2236'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HALAI HGS
 TU2236'NO 1 1949, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 TU2236'6 INCHES AND IS 2.9 FEET LOWER THAN THE STATION.
 TU2236'
 TU2236'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HALAI HGS
 TU2236'NO 2 1949, SET INTO A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 TU2236'6 INCHES AND IS 0.78 FEET LOWER THAN THE STATION.
 TU2236
 TU2236                          STATION RECOVERY (1958)
 TU2236
 TU2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2236'THE STATION, THE OLD LATITUDE STATION, AND THE TWO R. MS. WERE
 TU2236'RECOVERED AS DESCRIBED IN 1949.  ALL IN GOOD CONDITION.  STATION
 TU2236'IS 1.0 MILE S.W. FROM THE POST OFFICE BUILDING IN HILO, AT THE
 TU2236'FOOT OF HAILI ST.
 TU2236
 TU2236                          STATION RECOVERY (1962)
 TU2236
 TU2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2236'THE STATION, BOTH REFERENCE MARKS AND THE LATITUDE STATION WERE
 TU2236'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE RECOVERY NOTES
 TU2236'OF 1949 AND 1958.  A TRUCK CAN BE DRIVEN TO THE STATION.
 TU2236
 TU2236                          STATION RECOVERY (1966)
 TU2236
 TU2236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2236'STATION WAS RECOVERED AS DESCRIBED IN 1949 AND ALL MARKS FOUND
 TU2236'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2236'
 TU2236'STATION IS LOCATED ON HALAI HILL, AT THE SOUTHWEST EDGE OF
 TU2236'HILO, AT 348 FEET ELEVATION, OVERLOOKING THE SOUTHWEST END OF
 TU2236'HAILI STREET.
 TU2236'
 TU2236'TO REACH STATION FROM THE POST OFFICE IN HILO, GO SOUTHEAST ON
 TU2236'KINOOLE STREET FOR 0.15 MILE.  TURN RIGHT AND GO SOUTHWEST
 TU2236'ON HAILI STREET FOR 0.6 MILE TO FORK.  TAKE LEFT FORK, HALAI
 TU2236'STREET, AND GO 0.05 MILE.  TAKE T-ROAD RIGHT, HINA STREET, AND
 TU2236'GO 0.05 MILE.  TAKE PAVED T-ROAD LEFT AND GO UPGRADE 0.1 MILE
 TU2236'TO END OF STREET.  CONTINUE, ON DIM TRACK ROAD THROUGH HIGH
 TU2236'GRASS, FOR 0.05 MILE TO END OF ROAD AND STATION ON LEFT.
 TU2236'
 TU2236'STATION MARK IS A CEMENT-FILLED, 1-1/2-INCH, IRON PIPE THAT
 TU2236'PROJECTS 2 INCHES FROM THE CENTER OF A 6 X 6-FOOT CONCRETE SLAB
 TU2236'EXTENDING 1 FOOT ABOVE GROUND.  A HAWAII TERRITORIAL SURVEY TYPE
 TU2236'A SIGNAL IS CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE
 TU2236'CONCRETE PLATFORM 6 FEET ABOVE GROUND AND A RED AND WHITE METAL
 TU2236'TARGET EXTENDING 8 FEET ABOVE THE PLATFORM.
 TU2236'
 TU2236'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HALAI HGS
 TU2236'NO 1 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE
 TU2236'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 3.4 FEET LOWER THAN
 TU2236'STATION MARK AND HIDDEN BY TALL GRASS.
 TU2236'
 TU2236'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HALAI HGS
 TU2236'NO 2 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE
 TU2236'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 1.37 FEET LOWER THAN
 TU2236'STATION MARK.
 TU2236'
 TU2236'HILO LATITUDE STATION (HGS) 1887 IS 9.819 FEET SOUTHWEST OF
 TU2236'STATION.  IT IS A BRICK PIER, 18 X 32 INCHES, AND 30 INCHES
 TU2236'HIGH.  THERE IS A SLIGHT DEPRESSION AT THE CENTER OF THE PIER,
 TU2236'1/4-INCH IN DIAMETER.
 TU2236
 TU2236                          STATION RECOVERY (1973)
 TU2236
 TU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU2236'THE EXISTING STATION MARK AND REFERENCE MARK 1 WERE
 TU2236'RECOVERED.  A 14-FOOT SQUARE BUILDING HAS BEEN BUILT OVER THE
 TU2236'ORIGINAL MARK AND THE DOOR KEPT LOCKED.  THE EXISTING MARK IS
 TU2236'LOCATED ON THE TOP OF THE TOP OF THE 12-FOOT BUILDING.  IT IS A
 TU2236'CONCRETE PIER, ABOUT 2-1/2 FEET HIGH WITH A 2-INCH IRON PIPE
 TU2236'MARKING THE STATION.  THERE IS A 6-FOOT SECTION OF PIPE WITH
 TU2236'STEEL BANNERS USED AS A PERMANENT TARGET FOR THE STATION,
 TU2236'WHICH CAN BE REMOVED FOR MAKING AN INSTRUMENT SET UP.
 TU2236'
 TU2236'THE LATITUDE STATION WAS BELIEVED TO HAVE BEEN DESTROYED WHEN
 TU2236'THE BUILDING WAS BUILT.  REFERENCE MARK 2 HAS BEEN DESTROYED ALSO.
 TU2236'
 TU2236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2236'IN THE CITY OF HILO.
 TU2236
 TU2236                          STATION RECOVERY (1975)
 TU2236
 TU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2236'THE STATION WAS RECOVERED AS DESCRIBED IN 1973.  ACCESS TO
 TU2236'THE ROOF OF THE SMALL, LOCKED BUILDING IS BY A PERMANENTLY
 TU2236'ATTACHED, OUTSIDE LADDER.
 TU2236'
 TU2236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2236'AT HILO.
 TU2236
 TU2236                          STATION RECOVERY (1977)
 TU2236
 TU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2236'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS
 TU2236'NOW INSIDE A 11 BY 13 FOOT BUILDING THAT IS OWNED BY THE
 TU2236'HAWAIIAN TELEPHONE COMPANY BUT IS ON STATE PROPERTY.  NO
 TU2236'OBSERVATIONS COULD BE MADE FROM THIS POINT, BUT STATION HALAI 2
 TU2236'HGS WHICH WAS SET DIRECTLY ABOVE THE STATION ON TOP OF THE 12 FOOT
 TU2236'HIGH BUILDING WAS USED.  THE CENTER OF THE PIPE MARKING STATION
 TU2236'HALAI 2 HGS WAS FOUND TO DIFFER IN POSITION FROM STATION
 TU2236'HALAI HGS 1877 BY 0.006 OF A METER, IN AZIMUTH 279
 TU2236'DEGREES.  REFERENCE MARK 1 WAS FOUND DESTROYED AND AT THIS
 TU2236'TIME REFERENCE MARKS 3 AND 4 WAS SET AND WERE TIED TO STATION
 TU2236'HALAI 2 HGS.  SEE STATION HALAI 2 HGS FOR THE DESCRIPTION TO
 TU2236'THE STATION.
 TU2236'
 TU2236'THE STATION MARK IS A C AND GS DISK STAMPED HALAI 1877 1970,
 TU2236'ATTACHED TO THE TOP OF A 4-INCH PIPE AND INSIDE A 6-INCH
 TU2236'PIPE, 0.3 OF A FOOT BELOW THE FLOOR AND METAL COVER.  IT IS
 TU2236'4.8 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE DOORWAY AND 2.1
 TU2236'FEET NORTHWEST OF THE SOUTHEAST INSIDE CORNER OF THE BUILDING.
 TU2236'
 TU2236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2236'IN HILO.
 TU2236
 TU2236                          STATION RECOVERY (1978)
 TU2236
 TU2236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2236'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3298 ***********************************************************************
 TU3298  DESIGNATION -  HALAWA 1915
 TU3298  PID         -  TU3298
 TU3298  STATE/COUNTY-  HI/MAUI
 TU3298  USGS QUAD   -  
 TU3298
 TU3298                         *CURRENT SURVEY CONTROL
 TU3298  ___________________________________________________________________
 TU3298* NAD 83(1993)-  21 08 22.14991(N)    156 45 33.03941(W)     ADJUSTED  
 TU3298* LOCAL TIDAL -       456.     (meters)    1496.     (feet)  SCALED    
 TU3298  ___________________________________________________________________
 TU3298  EPOCH DATE  -        1993.62
 TU3298  LAPLACE CORR-          -7.92  (seconds)                    DEFLEC99
 TU3298  GEOID HEIGHT-          14.95  (meters)                     GEOID03
 TU3298
 TU3298  HORZ ORDER  -  THIRD
 TU3298
 TU3298.The horizontal coordinates were established by classical geodetic methods
 TU3298.and adjusted by the National Geodetic Survey in December 1998..
 TU3298.The horizontal coordinates are valid at the epoch date displayed above.
 TU3298.The epoch date for horizontal control is a decimal equivalence
 TU3298.of Year/Month/Day.
 TU3298
 TU3298.The orthometric height was scaled from a topographic map.
 TU3298
 TU3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3298
 TU3298.The geoid height was determined by GEOID03.
 TU3298
 TU3298;                    North         East     Units Scale Factor Converg.
 TU3298;SPC HI 2     -    89,251.923   490,390.881   MT  0.99996781   -0 02 00.1
 TU3298;UTM  04      - 2,339,226.807   732,713.155   MT  1.00026928   +0 48 30.6
 TU3298
 TU3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3298!SPC HI 2     -   0.99992598  x   0.99996781  =   0.99989380
 TU3298!UTM  04      -   0.99992598  x   1.00026928  =   1.00019524
 TU3298
 TU3298:                Primary Azimuth Mark                     Grid Az
 TU3298:SPC HI 2     -  KEPOOKOHOLUA                             002 14 51.3
 TU3298:UTM  04      -  KEPOOKOHOLUA                             001 24 20.6
 TU3298
 TU3298|---------------------------------------------------------------------|
 TU3298| PID    Reference Object                     Distance      Geod. Az  |
 TU3298|                                                           dddmmss.s |
 TU3298| TU3297 KEPOOKOHOLUA                        APPROX. 2.5 KM 0021251.2 |
 TU3298|---------------------------------------------------------------------|
 TU3298
 TU3298                          SUPERSEDED SURVEY CONTROL
 TU3298
 TU3298  NAD 83(1986)-  21 08 22.10451(N)    156 45 32.98516(W) AD(       ) 3
 TU3298  OLD HI      -  21 08 33.55500(N)    156 45 43.11800(W) AD(       ) 3
 TU3298
 TU3298.Superseded values are not recommended for survey control.
 TU3298.NGS no longer adjusts projects to the OLD HI datum.
 TU3298.See file dsdata.txt to determine how the superseded data were derived.
 TU3298
 TU3298_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3271339227(NAD 83)
 TU3298
 TU3298  HISTORY     - Date     Condition        Report By
 TU3298  HISTORY     - 1915     MONUMENTED       CGS
 TU3298  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3298
 TU3298                          STATION DESCRIPTION
 TU3298
 TU3298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3298'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3298'HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION
 TU3298'MARK WAS A 4 X 6 REDWOOD POST, REFERENCED BY 3 CROSSES ON
 TU3298'STONES.  THEN IT WAS RECOVERED IN 1933 AND THE POST REPLACED
 TU3298'WITH A 1-1/2 INCH IRON PIPE.
 TU3298'
 TU3298'A SEARCH WAS MADE ON THE STATION HILL BUT NO MARK COULD BE
 TU3298'FOUND.  THE HILL IS HEAVILY COVERED WITH TREES, BRUSH, AND DENSE
 TU3298'FERNS.  A POINT WAS SELECTED FOR A NEW STATION, HALAWA 2.  SEE
 TU3298'DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1449 ***********************************************************************
 TU1449  DESIGNATION -  HALAWA BARREL
 TU1449  PID         -  TU1449
 TU1449  STATE/COUNTY-  HI/HONOLULU
 TU1449  USGS QUAD   -  KANEOHE (1983)
 TU1449
 TU1449                         *CURRENT SURVEY CONTROL
 TU1449  ___________________________________________________________________
 TU1449* NAD 83(1993)-  21 23 21.63166(N)    157 53 19.28451(W)     ADJUSTED  
 TU1449* LOCAL TIDAL -       352.     (meters)    1155.     (feet)  VERT ANG  
 TU1449  ___________________________________________________________________
 TU1449  EPOCH DATE  -        1993.62
 TU1449  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 TU1449  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU1449
 TU1449  HORZ ORDER  -  SECOND
 TU1449
 TU1449.The horizontal coordinates were established by classical geodetic methods
 TU1449.and adjusted by the National Geodetic Survey in December 1998..
 TU1449.The horizontal coordinates are valid at the epoch date displayed above.
 TU1449.The epoch date for horizontal control is a decimal equivalence
 TU1449.of Year/Month/Day.
 TU1449
 TU1449.The orthometric height was determined by vertical angle observations.
 TU1449.No vertical observational check was made to the station.
 TU1449
 TU1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1449
 TU1449.The geoid height was determined by GEOID03.
 TU1449
 TU1449;                    North         East     Units Scale Factor Converg.
 TU1449;SPC HI 3     -    24,658.617   511,542.543   MT  0.99999165   +0 02 26.1
 TU1449;UTM  04      - 2,365,645.675   615,200.285   MT  0.99976399   +0 24 19.2
 TU1449
 TU1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1449!SPC HI 3     -   0.99994217  x   0.99999165  =   0.99993382
 TU1449!UTM  04      -   0.99994217  x   0.99976399  =   0.99970617
 TU1449
 TU1449:                Primary Azimuth Mark                     Grid Az
 TU1449:SPC HI 3     -  HONOLULU TRIPLER HOSP TWIN LTS           182 49 31.1
 TU1449:UTM  04      -  HONOLULU TRIPLER HOSP TWIN LTS           182 27 38.0
 TU1449
 TU1449|---------------------------------------------------------------------|
 TU1449| PID    Reference Object                     Distance      Geod. Az  |
 TU1449|                                                           dddmmss.s |
 TU1449| TU1373 HONOLULU TRIPLER HOSP TWIN LTS      APPROX. 3.3 KM 1825157.2 |
 TU1449| TU1393 HONOLULU INTL APT CONT TWR BCN      APPROX. 7.7 KM 1972312.8 |
 TU1449| TU1401 HONOLULU AHUA PT RADAR TOWER        APPROX. 9.3 KM 2034638.6 |
 TU1449| TU1404 STA G HONOLULU AHUA PT ATC TWR      APPROX. 9.6 KM 2041757.3 |
 TU1449| TU1392 SALT LAKE RESET                     APPROX. 3.5 KM 2145942.0 |
 TU1449| TU1402 HONOLULU MOANALUA WATER TANK        APPROX. 5.7 KM 2212420.5 |
 TU1449| TU1411 HICKAM AFB CONTROL TOWER            APPROX. 8.6 KM 2234754.3 |
 TU1449| CJ9465 HALAWA BARREL RM 2                    8.466 METERS 22830     |
 TU1449| TU1409 PEARL HARBOR MAKALAPA W RAD TR      APPROX. 6.2 KM 2293613.3 |
 TU1449| TU1418 HICKAM AFB BEACON                   APPROX. 9.1 KM 2294838.4 |
 TU1449| TU1433 RNG HONOLULU HNL                    APPROX.12.4 KM 2332010.8 |
 TU1449| TU1652 STATION X ARMY                      APPROX.15.9 KM 2353725.4 |
 TU1449| TU1426 HICKAM AFB WATER TOWER              APPROX. 9.2 KM 2355856.9 |
 TU1449| TU1410 PEARL HARBOR ESCAPE TRAIN TWR       APPROX. 6.7 KM 2362301.6 |
 TU1449| TU1416 PEARL HARBOR WATER TANK B           APPROX. 8.1 KM 2381020.8 |
 TU1449| TU1662 BARBERS PT NAS BASE CONT TR BN      APPROX.20.8 KM 2451120.9 |
 TU1449| TU1425 PEARL HARBOR FORD IS CONT TWR       APPROX. 8.2 KM 2471103.9 |
 TU1449| TU1658 BARBERS PT NAS S RADIO TOWER        APPROX.19.1 KM 2481952.2 |
 TU1449| TU1610 WAIPAHU RADIO STATION KAHU TWR      APPROX.11.4 KM 2691138.4 |
 TU1449| CJ9464 HALAWA BARREL RM 1                    4.352 METERS 32635     |
 TU1449|---------------------------------------------------------------------|
 TU1449
 TU1449                          SUPERSEDED SURVEY CONTROL
 TU1449
 TU1449  NAD 83(1986)-  21 23 21.58173(N)    157 53 19.29372(W) AD(       ) 2
 TU1449  OLD HI      -  21 23 32.98496(N)    157 53 29.17652(W) AD(       ) 2
 TU1449
 TU1449.Superseded values are not recommended for survey control.
 TU1449.NGS no longer adjusts projects to the OLD HI datum.
 TU1449.See file dsdata.txt to determine how the superseded data were derived.
 TU1449
 TU1449_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1520065646(NAD 83)
 TU1449_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1449_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1449_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1449
 TU1449  HISTORY     - Date     Condition        Report By
 TU1449  HISTORY     - 1927     MONUMENTED       CGS
 TU1449  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1449  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1449  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1449
 TU1449                          STATION DESCRIPTION
 TU1449
 TU1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1449'IN SOUTHERN OAHU, 2-1/2 MILES EAST-NORTHEAST OF AIEA, AT UPPER
 TU1449'END OF FIRST RIDGE SOUTHEAST OF AND RUNNING PARALLEL TO NORTH
 TU1449'HALAWA GULCH.  STATION CAN BE APPROACHED WITHIN 1/4 MILE BY
 TU1449'TRUCK.  THE ROAD WHICH LEADS UP THIS RIDGE TURNS NORTH OFF THE
 TU1449'MAIN ROAD JUST BELOW THE JUNCTION OF THE NORTH AND SOUTH HALAWA
 TU1449'GULCHES WHERE THE COMBINED GULCH INTERSECTS THE ROAD.  MARKED
 TU1449'ACCORDING TO NOTE 6A, STANDARD DISK STATION MARK IN CONCRETE IN
 TU1449'TILE.  REFERENCE MARKS, NOTE 13A, STANDARD REFERENCE DISKS IN
 TU1449'CONCRETE IN TILES, WERE SET AT THE FOLLOWING DISTANCES AND
 TU1449'AZIMUTHS FROM THE STATION--NO. 1, 4.389 METERS (14.40 FEET),
 TU1449'146 DEG 36 MIN.  NO. 2, 8.399 METERS (27.56 FEET), 48 DEG
 TU1449'09 MIN.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1449
 TU1449                          STATION RECOVERY (1958)
 TU1449
 TU1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EAT)
 TU1449'STATION RECOVERED AS DESCRIBED.
 TU1449'
 TU1449'TO REACH THE STATION FROM THE INTERSECTION OF KAM HIGHWAY AND
 TU1449'PUULOA ROAD LOCATED BETWEEN THE CITY OF HONOLULU AND PEARL
 TU1449'HARBOR, GO NORTHERLY ON PUULOA ROAD FOR 1.0 MILE TO A T
 TU1449'INTERSECTION AND NORTH KING STREET.  TURN LEFT, AND GO WESTERLY
 TU1449'ON NORTH KING STREET FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN
 TU1449'RIGHT, TEMPORARILY DOUBLING BACK ON MAIN TRAVELED PAVED ROAD FOR
 TU1449'1.3 MILES TO THE CLARK HALAWA ROCK CO. LTD.  CONTINUE THROUGH
 TU1449'THE COMPANY GROUNDS AND HEAD NORTHEASTERLY ON A GRAVEL ROAD TO
 TU1449'THE COMPANY BORROW PIT.  A JEEP TRAIL BEGINS AT THE BORROW
 TU1449'PIT AND ENDS AT THE STATION SITE.  THE TRAIL IS BADLY WASHED
 TU1449'OUT IN TWO PLACES SHOULD NOT BE TRAVELED WITHOUT A FOUR-WHEEL
 TU1449'DRIVE VEHICLE.
 TU1449
 TU1449                          STATION RECOVERY (1963)
 TU1449
 TU1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1449'STATION WAS RECOVERED IN GOOD CONDITION.  THE DIFFERENCES IN
 TU1449'DISTANCES TO THE REFERENCE MARKS WERE NOTED AND WERE DOUBLE CHECKED
 TU1449'IN THE FIELD.  THE 1963 DISTANCES ARE CORRECT.  REFERENCES MARK
 TU1449'NUMBER TWO PROJECTS FROM THE GROUND EXCESSIVELY AND LEANS
 TU1449'SLIGHTLY, WHICH MIGHT BE THE REASON FOR THE DIFFERENCE IN AZIMUTH
 TU1449'AND DISTANCE.  THE ARROW ON THIS MARK POINTS ABOUT 45 DEGREES
 TU1449'EAST OF STATION MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1449'
 TU1449'STATION IS LOCATED, AIRLINE, 2-1/2 MILES EAST-NORTHEAST OF AIEA,
 TU1449'2 MILES NORTH OF TRIPLER ARMY HOSPITAL, AND 1-1/2 MILES NORTHEAST
 TU1449'OF THE PACIFIC CEMENT AND AGGREGATES CO. QUARRY, ON A KNOLL OF
 TU1449'1157 FEET ELEVATION COVERED WITH 35-FOOT-HIGH, EUCALYPTUS TREES,
 TU1449'ALONG THE RIDGE AT THE SOUTHEAST SIDE OF NORTH HALAWA STREAM,
 TU1449'AT END OF A TRACK ROAD AND START OF HALAWA TRAIL, AND ABOUT
 TU1449'1/4 MILE NORTHEAST OF 2 LARGE, HIGH-TENSION LINES THAT CROSS
 TU1449'THE RIDGE IN A NORTHWEST-SOUTHEAST DIRECTION.
 TU1449'
 TU1449'TO REACH STATION FROM THE FIRST NATIONAL BANK IN AIEA, GO
 TU1449'EASTERLY ON MOANALUA RD. FOR 1.3 MILES.  TURN LEFT AT SIGN
 TU1449'HALAWA VALLEY POWDER MAGAZINE, AND GO 0.5 MILE TO QUARRY OFFICE ON
 TU1449'LEFT.  CONTINUE AHEAD 50 YARDS TO SIDE ROAD LEFT, JUST AFTER
 TU1449'PASSING THROUGH GATE.  TURN LEFT AND FOLLOW MAIN ROAD THROUGH
 TU1449'PLANT FOR 0.6 MILE TO FORK ABOUT 150 YARDS WEST OF SILVER, WATER
 TU1449'TANK.  TURN LEFT AND GO UPGRADE FOR 0.25 MILE.  TURN SHARP
 TU1449'RIGHT AND FOLLOW MAIN TRACK ROAD UPGRADE AND THEN ALONG TOP OF
 TU1449'RIDGE FOR 1.6 MILES TO THE NORTHERLY 1 OF THE 2 HIGH-TENSION
 TU1449'LINES.  CONTINUE ON DIM TRACK ROAD FOR 0.15 MILE TO
 TU1449'STATION AT END OF ROAD.  (NOTE--4-WHEEL-DRIVE VEHICLE
 TU1449'REQUIRED FOR LAST 0.15 MILE).
 TU1449'
 TU1449'STATION MARK IS A STANDARD DISK STAMPED HALAWA BARREL 1927, SET
 TU1449'IN TOP OF A 5-INCH PIPE FILLED WITH CEMENT AND PROJECTING 5
 TU1449'INCHES.  IT IS 9 FEET SOUTHEAST OF 2 FOREST SERVICE SIGN-BOARDS,
 TU1449'5.8 FEET NORTH OF A LONE, METAL POST AND 3-1/2 FEET NORTHEAST OF
 TU1449'THE END POST OF AN OLD WIRE FENCE LINE.  A TYPE A, HAWAIIAN
 TU1449'TERRITORIAL SURVEY SIGNAL IS CENTERED OVER THE MARK.
 TU1449'
 TU1449'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HALAWA
 TU1449'BARREL NO 1, SET IN THE TOP OF A 5-INCH, IRON PIPE FILLED WITH
 TU1449'CEMENT AND PROJECTING 4 INCHES.  IT IS 3 FEET SOUTHEAST OF A
 TU1449'2-FOOT TREE, 16 FEET SOUTHWEST OF A TRAIL, UNDER OLD FENCE LINE,
 TU1449'AND ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
 TU1449'
 TU1449'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HALAWA BARREL
 TU1449'NO 2, SET IN THE TOP OF A 5-INCH, IRON PIPE THAT IS FILLED WITH
 TU1449'CEMENT AND PROJECTS 18 INCHES.  IT IS 4 FEET NORTHWEST OF EDGE
 TU1449'OF ROAD, 6 FEET SOUTHEAST OF FENCE LINE, AND 2 FEET LOWER
 TU1449'THAN STATION MARK.
 TU1449
 TU1449                          STATION RECOVERY (1969)
 TU1449
 TU1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1449'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1449'DESCRIBED, AND IN GOOD CONDITION.
 TU1449'
 TU1449'THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2 WERE NOT
 TU1449'CHECKED AT THE PRESENT TIME.
 TU1449'
 TU1449'A GEODIMETER TRAVERSE WAS MADE BETWEEN HALAWA BARREL 1927 AND
 TU1449'SALT LAKE 1873 1942.
 TU1449'
 TU1449'GEODIMETER DISTANCE 3515.099 METERS OR (11,532.34 FT.)
 TU1449'
 TU1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1449'2-1/2 MILES EAST-NORTHEAST OF AIEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0799 ***********************************************************************
 TU0799  DESIGNATION -  HALE 2
 TU0799  PID         -  TU0799
 TU0799  STATE/COUNTY-  HI/KAUAI
 TU0799  USGS QUAD   -  MAKAHA POINT (1983)
 TU0799
 TU0799                         *CURRENT SURVEY CONTROL
 TU0799  ___________________________________________________________________
 TU0799* NAD 83(1993)-  22 06 47.99034(N)    159 40 10.69588(W)     ADJUSTED  
 TU0799* LOCAL TIDAL -      1130.935  (meters)    3710.41   (feet)  ADJ UNCH  
 TU0799  ___________________________________________________________________
 TU0799  EPOCH DATE  -        1993.62
 TU0799  LAPLACE CORR-           5.98  (seconds)                    DEFLEC99
 TU0799  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0799
 TU0799  HORZ ORDER  -  SECOND
 TU0799  VERT ORDER  -  SECOND    CLASS 0
 TU0799
 TU0799.The horizontal coordinates were established by classical geodetic methods
 TU0799.and adjusted by the National Geodetic Survey in December 1998..
 TU0799.The horizontal coordinates are valid at the epoch date displayed above.
 TU0799.The epoch date for horizontal control is a decimal equivalence
 TU0799.of Year/Month/Day.
 TU0799
 TU0799.The orthometric height was key entered from printed documents
 TU0799.and not key verified.
 TU0799
 TU0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0799
 TU0799.The geoid height was determined by GEOID03.
 TU0799
 TU0799;                    North         East     Units Scale Factor Converg.
 TU0799;SPC HI 4     -    31,013.523   482,496.951   MT  0.99999378   -0 03 49.9
 TU0799;UTM  04      - 2,445,523.096   430,933.347   MT  0.99965894   -0 15 07.5
 TU0799
 TU0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0799!SPC HI 4     -   0.99981965  x   0.99999378  =   0.99981343
 TU0799!UTM  04      -   0.99981965  x   0.99965894  =   0.99947865
 TU0799
 TU0799|---------------------------------------------------------------------|
 TU0799| PID    Reference Object                     Distance      Geod. Az  |
 TU0799|                                                           dddmmss.s |
 TU0799| TU0800 HALE 2 RM 1                           2.851 METERS 17308     |
 TU0799| TU1994 HALE RESET                           27.402 METERS 23950     |
 TU0799| TU0798 HALE 2 RM 2                           3.008 METERS 32511     |
 TU0799|---------------------------------------------------------------------|
 TU0799
 TU0799                          SUPERSEDED SURVEY CONTROL
 TU0799
 TU0799  NAD 83(1986)-  22 06 47.95594(N)    159 40 10.71883(W) AD(       ) 2
 TU0799  OLD HI      -  22 06 59.25800(N)    159 40 20.78400(W) AD(       ) 2
 TU0799
 TU0799.Superseded values are not recommended for survey control.
 TU0799.NGS no longer adjusts projects to the OLD HI datum.
 TU0799.See file dsdata.txt to determine how the superseded data were derived.
 TU0799
 TU0799_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3093345523(NAD 83)
 TU0799_MARKER: DS = TRIANGULATION STATION DISK
 TU0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0799_STAMPING: HALE 2 1964
 TU0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0799
 TU0799  HISTORY     - Date     Condition        Report By
 TU0799  HISTORY     - 1964     MONUMENTED       CGS
 TU0799  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU0799  HISTORY     - 1964     GOOD             CGS
 TU0799  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU0799  HISTORY     - 1984     GOOD             USPSQD
 TU0799  HISTORY     - 19970610 GOOD             USPSQD
 TU0799
 TU0799                          STATION DESCRIPTION
 TU0799
 TU0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU0799'STATION IS LOCATED ABOUT 11-1/2 MILES AIRLINE NORTH OF THE
 TU0799'VILLAGE OF WAIMEA, ON HALEMANU PEAK, JUST OUTSIDE THE COMPOUND
 TU0799'FENCE OF THE KOKEE MISSILE TRACKING STATION WHICH NOW OCCUPIES THE
 TU0799'HILL TOP.
 TU0799'
 TU0799'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO SOUTHERLY
 TU0799'ON STATE HIGHWAY 55 FOR 1.4 MILES TO PAVED SIDE ROAD LEFT.  TURN
 TU0799'LEFT AND GO 0.15 MILE TO GUARD STATION AT ENTRANCE TO
 TU0799'COMPOUND.  WALK ALONG GRASSY BANK AROUND LEFT SIDE OF FENCE FOR
 TU0799'ABOUT 50 YARDS TO STATION.
 TU0799'
 TU0799'STATION MARK IS STANDARD DISK STAMPED HALE 2 1964, SET IN THE
 TU0799'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS ABOUT 4
 TU0799'INCHES ABOVE GROUND.  IT IS 2.4 FEET NORTHEAST OF NORTHEAST SIDE
 TU0799'OF FENCE, 10 FEET SOUTHEAST OF A FENCE CORNER POST, AND 50 YARDS
 TU0799'EAST-SOUTHEAST OF THE GATE TO THE COMPOUND.
 TU0799'
 TU0799'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HALE 2 NO 1
 TU0799'1964, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE SECOND
 TU0799'FENCE POST EAST FROM THE CORNER POST.  IT IS 2 INCHES INSIDE THE
 TU0799'FENCE AND ABOUT 6 INCHES HIGHER THAN THE STATION MARK.
 TU0799'
 TU0799'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HALE 2
 TU0799'NO 2 1964, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 TU0799'FENCE CORNER POST.  IT IS 4 INCHES OUTSIDE THE FENCE LINE.
 TU0799
 TU0799                          STATION RECOVERY (1964)
 TU0799
 TU0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0799'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 TU0799'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AND
 TU0799'COMPLETE DESCRIPTION FOLLOWS.
 TU0799'
 TU0799'THE STATION IS LOCATED ON THE PACIFIC MISSILE RANGE, KOKEE PARK
 TU0799'COMPOUND, 10.5 MILES NORTH-NORTHEAST OF KEKAHA, 4.0 MILES EAST OF
 TU0799'THE WEST COAST OF KAUAI ISLAND AND 0.15 MILE SOUTH OF STATE
 TU0799'HIGHWAY 55.
 TU0799'
 TU0799'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS, GO SOUTH
 TU0799'ON STATE HIGHWAY 55 FOR 1.35 MILES TO A PAVED ROAD LEFT.  TURN
 TU0799'LEFT AND GO SOUTHEAST FOR 0.15 MILE TO THE PACIFIC MISSILE
 TU0799'RANGE, KOKEE PARK COMPOUND.  TURN LEFT AND GO EAST-SOUTHEAST FOR
 TU0799'0.05 MILE AND THE STATION ON THE LEFT.
 TU0799'
 TU0799'THE STATION MARK, A STANDARD DISK STAMPED HALE 2 1964, IS SET IN
 TU0799'THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK PROJECTING 3 INCHES
 TU0799'ABOVE THE GROUND.  IT IS 2 FEET EAST OF THE NORTH AND SOUTH FENCE
 TU0799'LINE AND 8 FEET SOUTHEAST OF THE FENCE CORNER.
 TU0799'
 TU0799'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED HALE 2 NO 1 1964,
 TU0799'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A STEEL FENCE
 TU0799'POST FLUSH WITH THE GROUND.  IT IS 16 FEET SOUTHEAST OF THE FENCE
 TU0799'CORNER.  IT IS THE SAME ELEVATION AS THE STATION.
 TU0799'
 TU0799'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED HALE 2 NO 2 1964,
 TU0799'IS CEMENTED IS A DRILL HOLE IN THE CONCRETE BASE OF A STEEL FENCE
 TU0799'POST FLUSH WITH THE GROUND.  IT IS LOCATED IN THE FENCE CORNER.  IT
 TU0799'IS THE SAME ELEVATION AS THE STATION.
 TU0799
 TU0799                          STATION RECOVERY (1964)
 TU0799
 TU0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 TU0799'1.5 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0799'1.35 MILES SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE LEFT FOR
 TU0799'0.15 MILE TO THE PACIFIC MISSILE RANGE, KOKEE PARK COMPOUND, THENCE
 TU0799'LEFT FOR 0.05 MILE TO THE STATION ON THE LEFT.  IT IS 2 FEET EAST OF
 TU0799'THE NORTH AND SOUTH FENCE LINE AND 8 FEET SOUTHEAST OF THE FENCE
 TU0799'CORNER.
 TU0799
 TU0799                          STATION RECOVERY (1966)
 TU0799
 TU0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU0799'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0799'COMPLETE DESCRIPTION FOLLOWS--
 TU0799'
 TU0799'STATION IS LOCATED ABOUT 10-1/2 MILES NORTH-NORTHEAST OF KEKAHA, ON
 TU0799'HALEMANU PEAK, JUST OUTSIDE THE NORTHEAST BOUNDARY FENCE OF THE
 TU0799'KOKEE MISSILE TRACKING STATION.
 TU0799'
 TU0799'TO REACH STATION FROM THE POST OFFICE IN KEKAHA, GO NORTHWEST FOR
 TU0799'0.2 MILE.  TURN RIGHT AND FOLLOW STATE HIGHWAY 55 FOR 15.2 MILES
 TU0799'TO PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.1 MILE TO GUARD
 TU0799'STATION AT THE MISSILE TRACKING STATION, AND END OF TRUCK
 TU0799'TRAVEL.  WALK ALONG LEFT SIDE OF FENCE ON GRASSY LEDGE FOR 50
 TU0799'YARDS TO STATION.
 TU0799'
 TU0799'STATION MARK IS A STANDARD DISK STAMPED HALE 2 1964, SET IN THE
 TU0799'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 2
 TU0799'INCHES.  IT IS ABOVE A 10-FOOT CUTBANK, 2.4 FEET NORTHEAST OF
 TU0799'FENCELINE AND A PIPE FENCEPOST, AND 10 FEET SOUTHEAST OF A FENCE
 TU0799'CORNER.
 TU0799'
 TU0799'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HALE 2 NO 1
 TU0799'1964, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF AN
 TU0799'IRON PIPE FENCE POST, 2 INCHES INSIDE THE FENCELINE AND ABOUT
 TU0799'6 INCHES HIGHER THAN STATION MARK.
 TU0799'
 TU0799'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HALE 2 NO 2
 TU0799'1964, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF AN
 TU0799'IRON PIPE CORNER POST OF THE FENCELINE.  IT IS 4 INCHES OUTSIDE
 TU0799'FENCELINE AND AT ABOUT SAME ELEVATION AS STATION.
 TU0799
 TU0799                          STATION RECOVERY (1984)
 TU0799
 TU0799'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU0799'HALE 2 1964, HALE 2 NO 1 1964, HALE 2 NO 2 1964 ALL RECOVERED GOOD.
 TU0799'
 TU0799'ALL RECOVERED AS DESC. BY DMW 1966 EXCEPT GUARD GATE MOVED.  LOCATE
 TU0799'MARKS FROM OLD GUARD GATE LOCATION.
 TU0799
 TU0799                          STATION RECOVERY (1997)
 TU0799
 TU0799'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0800 ***********************************************************************
 TU0800  DESIGNATION -  HALE 2 RM 1
 TU0800  PID         -  TU0800
 TU0800  STATE/COUNTY-  HI/KAUAI
 TU0800  USGS QUAD   -  MAKAHA POINT (1983)
 TU0800
 TU0800                         *CURRENT SURVEY CONTROL
 TU0800  ___________________________________________________________________
 TU0800* NAD 83(1986)-  22 06 48.     (N)    159 40 11.     (W)     SCALED    
 TU0800* LOCAL TIDAL -      1131.017  (meters)    3710.68   (feet)  ADJ UNCH  
 TU0800  ___________________________________________________________________
 TU0800  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0800
 TU0800  VERT ORDER  -  SECOND    CLASS 0
 TU0800
 TU0800.The horizontal coordinates were scaled from a topographic map and have
 TU0800.an estimated accuracy of +/- 6 seconds.
 TU0800
 TU0800.The orthometric height was key entered from printed documents
 TU0800.and not key verified.
 TU0800
 TU0800.The geoid height was determined by GEOID03.
 TU0800
 TU0800;                    North         East    Units  Estimated Accuracy
 TU0800;SPC HI 4     -    31,010.      482,490.      MT  (+/- 180 meters Scaled)
 TU0800
 TU0800                          SUPERSEDED SURVEY CONTROL
 TU0800
 TU0800.No superseded survey control is available for this station.
 TU0800
 TU0800_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK309455(NAD 83)
 TU0800_MARKER: DR = REFERENCE MARK DISK
 TU0800_SETTING: 0 = UNSPECIFIED SETTING
 TU0800_STAMPING: HALE 2 NO 1 1964
 TU0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0800
 TU0800  HISTORY     - Date     Condition        Report By
 TU0800  HISTORY     - 1964     MONUMENTED       CGS
 TU0800  HISTORY     - 19970610 MARK NOT FOUND   USPSQD
 TU0800
 TU0800                          STATION DESCRIPTION
 TU0800
 TU0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU0800'1.5 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0800'1.35 MILES SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE LEFT FOR
 TU0800'0.15 MILE TO THE PACIFIC MISSILE RANGE, KOKEE PARK COMPOUND, THENCE
 TU0800'LEFT FOR 0.05 MILE TO THE MARK ON THE LEFT.  IT IS 16 FEET SOUTHEAST
 TU0800'OF THE FENCE CORNER.
 TU0800
 TU0800                          STATION RECOVERY (1997)
 TU0800
 TU0800'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0798 ***********************************************************************
 TU0798  DESIGNATION -  HALE 2 RM 2
 TU0798  PID         -  TU0798
 TU0798  STATE/COUNTY-  HI/KAUAI
 TU0798  USGS QUAD   -  MAKAHA POINT (1983)
 TU0798
 TU0798                         *CURRENT SURVEY CONTROL
 TU0798  ___________________________________________________________________
 TU0798* NAD 83(1986)-  22 06 48.     (N)    159 40 11.     (W)     SCALED    
 TU0798* LOCAL TIDAL -      1130.888  (meters)    3710.26   (feet)  ADJ UNCH  
 TU0798  ___________________________________________________________________
 TU0798  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0798
 TU0798  VERT ORDER  -  SECOND    CLASS 0
 TU0798
 TU0798.The horizontal coordinates were scaled from a topographic map and have
 TU0798.an estimated accuracy of +/- 6 seconds.
 TU0798
 TU0798.The orthometric height was key entered from printed documents
 TU0798.and not key verified.
 TU0798
 TU0798.The geoid height was determined by GEOID03.
 TU0798
 TU0798;                    North         East    Units  Estimated Accuracy
 TU0798;SPC HI 4     -    31,010.      482,490.      MT  (+/- 180 meters Scaled)
 TU0798
 TU0798                          SUPERSEDED SURVEY CONTROL
 TU0798
 TU0798.No superseded survey control is available for this station.
 TU0798
 TU0798_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK309455(NAD 83)
 TU0798_MARKER: DR = REFERENCE MARK DISK
 TU0798_SETTING: 0 = UNSPECIFIED SETTING
 TU0798_STAMPING: HALE 2 NO 2 1964
 TU0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0798
 TU0798  HISTORY     - Date     Condition        Report By
 TU0798  HISTORY     - 1964     MONUMENTED       CGS
 TU0798  HISTORY     - 19970610 GOOD             USPSQD
 TU0798
 TU0798                          STATION DESCRIPTION
 TU0798
 TU0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU0798'1.5 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0798'1.35 MILES SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE LEFT FOR
 TU0798'0.15 MILE TO THE PACIFIC MISSILE RANGE, KOKEE PARK COMPOUND, THENCE
 TU0798'LEFT FOR 0.05 MILE TO THE STATION ON THE LEFT.  IT LOCATED IN THE
 TU0798'FENCE CORNER.
 TU0798
 TU0798                          STATION RECOVERY (1997)
 TU0798
 TU0798'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3473 ***********************************************************************
 TU3473  DESIGNATION -  HALE O LONO
 TU3473  PID         -  TU3473
 TU3473  STATE/COUNTY-  HI/MAUI
 TU3473  USGS QUAD   -  ILIO POINT (1993)
 TU3473
 TU3473                         *CURRENT SURVEY CONTROL
 TU3473  ___________________________________________________________________
 TU3473* NAD 83(1993)-  21 05 14.81854(N)    157 14 57.99504(W)     ADJUSTED  
 TU3473* LOCAL TIDAL -        50.     (meters)     164.     (feet)  SCALED    
 TU3473  ___________________________________________________________________
 TU3473  EPOCH DATE  -        1993.62
 TU3473  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 TU3473  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU3473
 TU3473  HORZ ORDER  -  THIRD
 TU3473
 TU3473.The horizontal coordinates were established by classical geodetic methods
 TU3473.and adjusted by the National Geodetic Survey in December 1998..
 TU3473.The horizontal coordinates are valid at the epoch date displayed above.
 TU3473.The epoch date for horizontal control is a decimal equivalence
 TU3473.of Year/Month/Day.
 TU3473
 TU3473.The orthometric height was scaled from a topographic map.
 TU3473
 TU3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3473
 TU3473.The geoid height was determined by GEOID03.
 TU3473
 TU3473;                    North         East     Units Scale Factor Converg.
 TU3473;SPC HI 2     -    83,598.720   439,445.106   MT  1.00001196   -0 12 34.9
 TU3473;UTM  04      - 2,332,825.695   681,848.235   MT  1.00000867   +0 37 48.0
 TU3473
 TU3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3473!SPC HI 2     -   0.99998967  x   1.00001196  =   1.00000163
 TU3473!UTM  04      -   0.99998967  x   1.00000867  =   0.99999834
 TU3473
 TU3473                          SUPERSEDED SURVEY CONTROL
 TU3473
 TU3473  NAD 83(1986)-  21 05 14.77547(N)    157 14 57.95155(W) AD(       ) 3
 TU3473  OLD HI      -  21 05 26.15000(N)    157 15 08.18000(W) AD(       ) 3
 TU3473
 TU3473.Superseded values are not recommended for survey control.
 TU3473.NGS no longer adjusts projects to the OLD HI datum.
 TU3473.See file dsdata.txt to determine how the superseded data were derived.
 TU3473
 TU3473_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8184832826(NAD 83)
 TU3473
 TU3473  HISTORY     - Date     Condition        Report By
 TU3473  HISTORY     - UNK      MONUMENTED
 TU3473  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3473
 TU3473                          STATION DESCRIPTION
 TU3473
 TU3473'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3473'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE POINT WHERE
 TU3473'STATION WAS LOCATED IS NOW CONVERTED INTO A LOADING DOCK
 TU3473'WHERE SAND AND CINDER IS LOADE ONTO BARGES BY THE H.C. AND
 TU3473'D. COMPANY AND THE STATION IS PRESUMED TO BE DESTROYED.
 TU3473'
 TU3473'A NEW STATION, HALE O LONO 2 WAS ESTABLISHED.  SEE DESCRIPTION
 TU3473'OF THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3474 ***********************************************************************
 TU3474  DESIGNATION -  HALE O LONO 2
 TU3474  PID         -  TU3474
 TU3474  STATE/COUNTY-  HI/MAUI
 TU3474  USGS QUAD   -  ILIO POINT (1993)
 TU3474
 TU3474                         *CURRENT SURVEY CONTROL
 TU3474  ___________________________________________________________________
 TU3474* NAD 83(1993)-  21 05 15.94055(N)    157 14 59.56953(W)     ADJUSTED  
 TU3474* LOCAL TIDAL -        45.91   (meters)     150.6    (feet)  LEVELING  
 TU3474  ___________________________________________________________________
 TU3474  EPOCH DATE  -        1993.62
 TU3474  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 TU3474  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU3474
 TU3474  HORZ ORDER  -  SECOND
 TU3474  VERT ORDER  -  THIRD ?
 TU3474
 TU3474.The horizontal coordinates were established by classical geodetic methods
 TU3474.and adjusted by the National Geodetic Survey in December 1998..
 TU3474.The horizontal coordinates are valid at the epoch date displayed above.
 TU3474.The epoch date for horizontal control is a decimal equivalence
 TU3474.of Year/Month/Day.
 TU3474
 TU3474.The orthometric height was determined by differential leveling.
 TU3474.The vertical network tie was performed by a horz. field party for horz.
 TU3474.obs reductions. Reset procedures were used to establish the elevation.
 TU3474
 TU3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3474
 TU3474.The geoid height was determined by GEOID03.
 TU3474
 TU3474;                    North         East     Units Scale Factor Converg.
 TU3474;SPC HI 2     -    83,633.394   439,399.786   MT  1.00001203   -0 12 35.4
 TU3474;UTM  04      - 2,332,859.701   681,802.412   MT  1.00000846   +0 37 47.5
 TU3474
 TU3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3474!SPC HI 2     -   0.99999031  x   1.00001203  =   1.00000234
 TU3474!UTM  04      -   0.99999031  x   1.00000846  =   0.99999877
 TU3474
 TU3474:                Primary Azimuth Mark                     Grid Az
 TU3474:SPC HI 2     -  HALENA                                   009 49 45.1
 TU3474:UTM  04      -  HALENA                                   008 59 22.2
 TU3474
 TU3474|---------------------------------------------------------------------|
 TU3474| PID    Reference Object                     Distance      Geod. Az  |
 TU3474|                                                           dddmmss.s |
 TU3474| TU3472 HALENA                              APPROX. 1.5 KM 0093709.7 |
 TU3474| CN5159 HALE O LONO 2 RM 3                   55.084 METERS 07333     |
 TU3474| CN5157 HALE O LONO 2 RM 1                    6.095 METERS 14225     |
 TU3474| CN5158 HALE O LONO 2 RM 2                   10.990 METERS 27935     |
 TU3474|---------------------------------------------------------------------|
 TU3474
 TU3474                          SUPERSEDED SURVEY CONTROL
 TU3474
 TU3474  NAD 83(1986)-  21 05 15.89791(N)    157 14 59.52477(W) AD(       ) 2
 TU3474  OLD HI      -  21 05 27.33900(N)    157 15 09.65600(W) AD(       ) 2
 TU3474
 TU3474.Superseded values are not recommended for survey control.
 TU3474.NGS no longer adjusts projects to the OLD HI datum.
 TU3474.See file dsdata.txt to determine how the superseded data were derived.
 TU3474
 TU3474_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8180232860(NAD 83)
 TU3474_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3474_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU3474
 TU3474  HISTORY     - Date     Condition        Report By
 TU3474  HISTORY     - 1962     MONUMENTED       CGS
 TU3474  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU3474  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3474
 TU3474                          STATION DESCRIPTION
 TU3474
 TU3474'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3474'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES SOUTHWEST OF THE
 TU3474'VILLAGE OF MAUNA LOA AND 4 MILES EAST-SOUTHEAST OF LAAU POINT
 TU3474'NEAR A LARGE, HORIZONTAL, SILVER TANK ON THE EDGE OF THE BLUFF
 TU3474'OVERLOOKING THE SAND LOADING DOCK OF THE H.C. AND D. COMPANY
 TU3474'AT HALE O LONO POINT.
 TU3474'
 TU3474'TO REACH STATION FROM THE POST OFFICE IN MAUNA LOA, GO WESTERLY
 TU3474'ON STATE HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD SHARP
 TU3474'LEFT, AFTER ROUNDING A RIGHT CURVE IN THE HIGHWAY.  TURN
 TU3474'SHARP LEFT AND GO SOUTHWEST FOR 1.0 MILE TO A T-JUNCTION.  TURN
 TU3474'RIGHT AND GO WEST ON WIDE GRADED ROAD FOR 0.4 MILE TO A
 TU3474'FORK.  TAKE LEFT FORK, MAIN CINDERED ROAD, AND GO 0.5 MILE TO
 TU3474'FENCE CORNER ON LEFT.  CONTINUE AHEAD FOR 0.25 MILE TO CINDERED
 TU3474'SIDE ROAD LEFT, 0.1 MILE BEFORE A BLACK WATER TANK.  TURN LEFT
 TU3474'AND GO SOUTHERLY 0.15 MILE TO FENCE CORNER ON LEFT.  CONTINUE
 TU3474'SOUTHERLY ALONG FENCE FOR 0.6 MILE TO FORK.  TAKE LEFT FORK,
 TU3474'THROUGH GATE, THEN TAKE RIGHT FORK AND GO 0.15 MILE TO
 TU3474'LOCKED BOARD GATE.  PASS THROUGH GATE AND GO 0.15 MILE TO
 TU3474'FORK.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.35 MILE TO T-ROAD
 TU3474'RIGHT.  TURN RIGHT AND GO 0.4 MILE TO FORK JUST AFTER PASSING
 TU3474'STATION HALENA ON THE LEFT.  TAKE LEFT FORK FOR 0.1
 TU3474'MILE TO JUNCTION WITH WIDE SAND ROAD.  TURN LEFT AND GO
 TU3474'DOWNGRADE ON SAND ROAD FOR 0.8 MILE TO FORK.  TAKE LEFT FORK
 TU3474'AND FOLLOW MAIN ROAD FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK
 TU3474'FOR 0.1 MILE TO STATION ON RIGHT, JUST AFTER PASSING LARGE
 TU3474'SILVER TANK.
 TU3474'
 TU3474'STATION MARK IS A STANDARD DISK STAMPED HALE O LONO 2 1962, SET IN
 TU3474'THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS
 TU3474'3 INCHES ABOVE GROUND.  IT IS ON ROAD BANK ALONG SOUTHWEST SIDE OF
 TU3474'ROAD.  75 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST END OF THE
 TU3474'SILVER TANK, 61.0 FEET SOUTH-SOUTHEAST OF THE NORTHWEST END OF
 TU3474'A CONCRETE GUARD-RAIL, 1.7 FEET WEST-SOUTHWEST OF THE EDGE OF
 TU3474'THE GUARD-RAIL, 3.6 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS
 TU3474'POST, AND ABOUT 50 YARDS WEST OF A WOODEN ANTENNA POLE.
 TU3474'
 TU3474'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HALE O
 TU3474'LONO 2 NO 1 1962, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 TU3474'8TH SECTION SOUTHEAST FROM THE NORTHWEST END OF THE CONCRETE
 TU3474'GUARD RAIL, PROJECTS 16 INCHES ABOVE GROUND AND IS ABOUT 1 FOOT
 TU3474'HIGHER THAN THE STATION.
 TU3474'
 TU3474'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HALE O
 TU3474'LONO 2 NO 2 1962, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP
 TU3474'FLUSH WITH GROUND.  IT IS 52.0 FEET SOUTH OF NORTHWEST END OF
 TU3474'GUARD RAIL, 14 FEET NORTHEAST OF EDGE OF BLUFF, 19 FEET
 TU3474'SOUTH-SOUTHEAST OF A KEAWE BUSH AND ABOUT 4 FEET LOWER THAN
 TU3474'STATION.
 TU3474'
 TU3474'STATION HALENA WILL SERVE AS THE AZIMUTH MARK.
 TU3474'
 TU3474'NOTE--KEY FOR LOCKED GATE MAY BE OBTAINED FROM THE MOLOKAI
 TU3474'RANCH OFFICE IN KAUNAKAKAI.
 TU3474
 TU3474                          STATION RECOVERY (1965)
 TU3474
 TU3474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU3474'STATION AND REFERENCE MARK NUMBER ONE WERE FOUND IN GOOD
 TU3474'CONDITION.  REFERENCE MARK NUMBER TWO WAS NOT RECOVERED.  ONE
 TU3474'NEW REFERENCE MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 TU3474'FOLLOWS.
 TU3474'
 TU3474'TO REACH STATION FROM POST OFFICE IN MAUNA LOA, GO NORTHWESTERLY
 TU3474'ON STATE HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD SHARP
 TU3474'LEFT, AFTER ROUNDING A RIGHT CURVE IN THE HIGHWAY.  TURN SHARP
 TU3474'LEFT AND GO SOUTHWEST FOR 1.0 MILE TO A T-JUNCTION.  TURN RIGHT
 TU3474'AND GO WEST ON WIDE GRADED ROAD FOR 0.4 MILE TO A FORK.  TAKE
 TU3474'LEFT FORK MAIN CINDERED ROAD, AND GO 0.5 MILE TO A FENCE CORNER
 TU3474'ON LEFT.  CONTINUE AHEAD FOR 0.25 MILE TO CINDERED SIDE ROAD
 TU3474'LEFT, 0.2 MILE BEFORE A BLACK WATER TANK.  TURN LEFT AND GO
 TU3474'SOUTHERLY 0.15 MILE TO A FENCE CORNER ON LEFT.  CONTINUE
 TU3474'SOUTHERLY ALONG FENCE FOR 0.6 MILE TO FORK.  TAKE LEFT FORK,
 TU3474'THROUGH GATE, THEN TAKE RIGHT FORK AND GO 0.15 MILE TO A
 TU3474'LOCKED IRON PIPE GATE.  PASS THROUGH GATE AND GO 0.15 MILE TO
 TU3474'FORK.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.35 MILE TO A T-ROAD
 TU3474'RIGHT.  TURN RIGHT AND GO 0.4 MILE TO A FORK JUST AFTER PASSING
 TU3474'STATION HALENA ON LEFT.  TAKE LEFT FORK FOR 0.1 MILE TO
 TU3474'JUNCTION WITH WIDE SAND ROAD.  TURN LEFT AND GO DOWNGRADE ON SAND
 TU3474'ROAD FOR 0.8 MILE TO FORK.  TAKE LEFT FORK AND FOLLOW MAIN
 TU3474'ROAD FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK FOR 0.1 MILE TO
 TU3474'STATION ON RIGHT, JUST AFTER PASSING LARGE SILVER TANK.
 TU3474'
 TU3474'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED HALE O
 TU3474'LONO 2 NO 3 1962.  THE MARK IS JUST EAST OF THE CENTER OF THE
 TU3474'POINT BOUNDED BY A CONCRETE CURB.  IT IS CEMENTED IN A DRILL
 TU3474'HOLE IN A ROCK OUTCROP FLUSH WITH THE GROUND.
 TU3474'
 TU3474'KEY FOR LOCKED GATE MAY BE OBTAINED FROM MOLOKAI RANCH OFFICE IN
 TU3474'KAUNAKAKAI.
 TU3474
 TU3474                          STATION RECOVERY (1967)
 TU3474
 TU3474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3474'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TU3474'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1994 ***********************************************************************
 TU1994  DESIGNATION -  HALE RESET
 TU1994  PID         -  TU1994
 TU1994  STATE/COUNTY-  HI/KAUAI
 TU1994  USGS QUAD   -  MAKAHA POINT (1983)
 TU1994
 TU1994                         *CURRENT SURVEY CONTROL
 TU1994  ___________________________________________________________________
 TU1994* NAD 83(1993)-  22 06 47.54276(N)    159 40 11.52252(W)     ADJUSTED  
 TU1994* LOCAL TIDAL -      1131.0    (meters)    3711.     (feet)  VERT ANG  
 TU1994  ___________________________________________________________________
 TU1994  EPOCH DATE  -        1993.62
 TU1994  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 TU1994  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU1994
 TU1994  HORZ ORDER  -  SECOND
 TU1994
 TU1994.The horizontal coordinates were established by classical geodetic methods
 TU1994.and adjusted by the National Geodetic Survey in December 1998..
 TU1994.The horizontal coordinates are valid at the epoch date displayed above.
 TU1994.The epoch date for horizontal control is a decimal equivalence
 TU1994.of Year/Month/Day.
 TU1994
 TU1994.The orthometric height was determined by vertical angle observations.
 TU1994
 TU1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1994
 TU1994.The geoid height was determined by GEOID03.
 TU1994
 TU1994;                    North         East     Units Scale Factor Converg.
 TU1994;SPC HI 4     -    30,999.782   482,473.243   MT  0.99999379   -0 03 50.2
 TU1994;UTM  04      - 2,445,509.438   430,909.602   MT  0.99965898   -0 15 07.8
 TU1994
 TU1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1994!SPC HI 4     -   0.99981964  x   0.99999379  =   0.99981343
 TU1994!UTM  04      -   0.99981964  x   0.99965898  =   0.99947868
 TU1994
 TU1994|---------------------------------------------------------------------|
 TU1994| PID    Reference Object                     Distance      Geod. Az  |
 TU1994|                                                           dddmmss.s |
 TU1994| CJ9469 HALE RM 2                             1.440 METERS 00027     |
 TU1994| CJ9473 HALE RM 3 RESET                      12.193 METERS 04928     |
 TU1994| CJ9472 HALE RM 3                            11.496 METERS 14654     |
 TU1994| CJ9471 HALE WM 3                            11.491 METERS 14656     |
 TU1994| CJ9467 HALE RM 1                             3.597 METERS 22227     |
 TU1994| CJ9466 HALE WM 1                             3.597 METERS 22235     |
 TU1994| CJ9470 HALE RM 2 RESET                      15.239 METERS 28703     |
 TU1994| CJ9468 HALE WM 2                             1.402 METERS 35927     |
 TU1994|---------------------------------------------------------------------|
 TU1994
 TU1994                          SUPERSEDED SURVEY CONTROL
 TU1994
 TU1994  NAD 83(1986)-  22 06 47.50837(N)    159 40 11.54543(W) AD(       ) 2
 TU1994  OLD HI      -  22 06 58.81000(N)    159 40 21.61100(W) AD(       ) 2
 TU1994
 TU1994.Superseded values are not recommended for survey control.
 TU1994.NGS no longer adjusts projects to the OLD HI datum.
 TU1994.See file dsdata.txt to determine how the superseded data were derived.
 TU1994
 TU1994_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3091045509(NAD 83)
 TU1994
 TU1994  HISTORY     - Date     Condition        Report By
 TU1994  HISTORY     - 1960     MONUMENTED       CGS
 TU1994  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1994  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1994  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1994  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1994  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1994  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1994
 TU1994                          STATION DESCRIPTION
 TU1994
 TU1994'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1994'ABOUT 2 MILES NORTH OF PELE, ON A PEAK CALLED HALEMANU, IN AN OPEN
 TU1994'SPACE ON THE SUMMIT.  STATION MARKED BY DRILL HOLE IN CENTER OF
 TU1994'CROSS ON TOP OF LARGE BOWLDER.  IN 1927 A STANDARD DISK STATION
 TU1994'MARK WAS PLACED IN THIS HOLE.  REFERENCE MARKS ESTABLISHED
 TU1994'IN 1910 WERE CROSSES CUT IN BOWLDERS.  IN 1927 STANDARD REFERENCE
 TU1994'DISKS WERE PLACED IN EACH OF THESE MARKS.  THEY ARE AT THE
 TU1994'FOLLOWING, DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1,
 TU1994'3.597 METERS (11.80 FEET), 42 DEG 27 MIN.  NO. 2, 1.440 METERS
 TU1994'(4.72 FEET) 180 DEG 27 MIN.  NO. 3 11.496 METERS (37.72 FEET), 326
 TU1994'DEG 54 MIN.
 TU1994
 TU1994                          STATION RECOVERY (1960)
 TU1994
 TU1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1994'THE MARKER AT STATION HALE WAS REMOVED AND A NEW MARKER RESET
 TU1994'IN THE SAME LOCATION AFTER COMPLETION OF THE EXCAVATION AND
 TU1994'GRADING WORK.
 TU1994'
 TU1994'THE REVISED DESCRIPTION OF THE STATION IS AS FOLLOWS--THE STATION
 TU1994'IS LOCATED ON A PEAK CALLED HALEMANU WHICH IS 2 MILES NORTH OF
 TU1994'PELE.  TAKE HIGHWAY 50 TOWARDS KEKAHA, TURN RIGHT AT JUNCTION 55
 TU1994'AND TRAVEL ON HIGHAY 55 (WAIMEA CANYON ROAD) FOR APPROXIMATELY
 TU1994'15.8 MILES.  TURN RIGHT INTO AN ASPHALTIC CONCRETE ROAD, CONTINUE
 TU1994'FOR 800 FEET UNTIL A CLEARED AREA WITH A BUILDING AND TOWER
 TU1994'IS REACHED.  THE STATION IS LOCATED BETWEEN THE BUILDING AND
 TU1994'THE TOWER.
 TU1994'
 TU1994'REFERENCE MARK NO. 1 WAS SET SO THAT THE MARKER WILL BE IN
 TU1994'DIRECT UNOBSTRUCTED LINE FROM HALE TO PELE TRIANGULATION
 TU1994'STATION.  IT IS A STANDARD DISK AND WAS FIRMLY EMBEDDED IN
 TU1994'CONCRETE.
 TU1994'
 TU1994'REFERENCE MARK NO. 2 IS A STANDARD DISK AND WAS FIRMLY EMBEDDED
 TU1994'IN CONCRETE.
 TU1994'
 TU1994'REFERENCE MARK NO. 3 IS A STANDARD DISK AND WAS FIRMLY
 TU1994'EMBEDDED IN CONCRETE.
 TU1994
 TU1994                          STATION RECOVERY (1961)
 TU1994
 TU1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RSY)
 TU1994'DUE TO GRADING OPERATIONS THE 3 REFERENCE MARKS WILL BE
 TU1994'DESTROYED.  WHEN THE GRADING OPERATIONS ARE FINISHED 3 NEW REFERENCE
 TU1994'POINTS WILL BE INSTALLED.  THE STATION MARK IS NOW REFERENCED BY
 TU1994'4 IRON PIPES AS INDICATED ON SKETCH.
 TU1994
 TU1994                          STATION RECOVERY (1961)
 TU1994
 TU1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU1994'RM 1 THIS MARK NOT MEASURED TO OR DIRECTION TAKEN TO FROM
 TU1994'STATION, BECAUSE THERE IS NOW A BUILDING BETWEEN THEM.
 TU1994'
 TU1994'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 TU1994'AND FOUND TO BE IN GOOD CONDITION.  IN APRIL 1960 THE TOP OF THE
 TU1994'MOUNTAIN WAS GRADED OFF, WITH THE STATION AND REFERENCE MARKS
 TU1994'BEING RESET BY A LOCAL ENGINEER.  THE POSITION OF THE STATION
 TU1994'MARK WAS RETAINED.  A NEW DESCRIPTION FOLLOWS--
 TU1994'
 TU1994'THE STATION IS LOCATED ON A PEAK KNOWN AS HALEMANU.  IT IS
 TU1994'10-1/2 MILES, AIR LINE, NORTH-NORTHEAST OF KEKAHA, 4 MILES,
 TU1994'AIR LINE, EAST OF THE WEST COAST OF KAUAI ISLAND, AND 300 FEET
 TU1994'EAST OF STATE HIGHWAY 55.
 TU1994'
 TU1994'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS, GO SOUTH
 TU1994'ON STATE HIGHWAY 55 FOR 1.4 MILES TO A PAVED ROAD LEFT.  TURN
 TU1994'LEFT AND GO SOUTHEAST FOR 0.15 MILE TO A GATE AND STATION WITHIN
 TU1994'THE COMPOUND.  A DRIVE STATION.
 TU1994'
 TU1994'THE STATION MARK, A STANDARD DISK STAMPED HALE 1927 1960, IS SET
 TU1994'6 INCHES BELOW THE TOP OF A 6-INCH IRON PIPE WHICH IS FLUSH WITH
 TU1994'THE PAVEMENT.  IT IS 61.2 FEET NORTHEAST OF THE NORTHWEST OF THE
 TU1994'CORNER OF THE BUILDING, 46.5 FEET NORTHWEST OF THE NORTHEAST
 TU1994'CORNER OF THE BUILDING, 22 FEET NORTH OF THE MOST EASTERLY SET OF
 TU1994'DOUBLE DOORS OF THE BUILDING, AND 6.6 FEET SOUTH OF THE
 TU1994'SOUTHEAST LEG OF A TOWER.
 TU1994'
 TU1994'REFERENCE MARK 1, A STANDARD DISK STAMPED HALE 1 1927 1960, IS
 TU1994'SET 2 INCHES BELOW THE TOP OF A 3-INCH IRON PIPE WHICH IS FLUSH
 TU1994'WITH THE PAVEMENT.  IT IS 88.7 FEET SOUTHWEST OF THE SOUTHEAST
 TU1994'CORNER OF A BUILDING, 45.8 FEET NORTH-NORTHEAST OF THE SOUTHWEST
 TU1994'CORNER OF A FENCE, 8.7 FEET EAST OF THE SOUTHWEST CORNER OF
 TU1994'THE WEST CONCRETE BASE FOR A LARGE STORAGE TANK, AND 6.8 FEET
 TU1994'SOUTH OF THE SOUTHEAST CORNER OF THE EAST CONCRETE BASE FOR A
 TU1994'LARGE STORAGE TANK.
 TU1994'
 TU1994'REFERENCE MARK 2, A STANDARD DISK STAMPED HALE 2 1927 1960, IS
 TU1994'SET 3 INCHES BELOW THE TOP OF A 3-INCH IRON PIPE WHICH IS FLUSH
 TU1994'WITH THE PAVEMENT.  IT IS 56.5 FEET NORTH OF THE NORTHWEST CORNER
 TU1994'OF A BUILDING, 26.8 FEET WEST OF THE NORTHWEST LEG OF A TOWER,
 TU1994'23.0 FEET EAST OF THE WEST FENCE LINE, AND 20.0 FEET SOUTH
 TU1994'OF THE SOUTHWEST CORNER OF THE POWER PLANT FENCE.
 TU1994'
 TU1994'REFERENCE MARK 3, A STANDARD DISK STAMPED HALE 3 1927 1960, IS
 TU1994'SET 6 INCHES BELOW THE TOP OF A 6-INCH IRON PIPE WHICH IS FLUSH
 TU1994'WITH THE PAVEMENT.  IT IS 49.4 FEET WEST OF THE MOST NORTHEASTERLY
 TU1994'CORNER OF THE FENCE, 39.2 FEET EAST OF THE SOUTHEAST LEG OF THE
 TU1994'TOWER, AND 34.7 FEET NORTH OF THE NORTHEAST CORNER OF THE
 TU1994'BUILDING.
 TU1994
 TU1994                          STATION RECOVERY (1964)
 TU1994
 TU1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1994'STATION MARK AND ALL THREE REFERENCE MARKS WERE RECOVERED AND
 TU1994'FOUND IN GOOD CONDITION AND AS DESCRIBED IN 1961.
 TU1994'
 TU1994'A NEW BUILDING IS TO BE CONSTRUCTED AT THE KOKEE MISSILE TRACKING
 TU1994'STATION, AND SINCE IT WILL COVER THE STATION MARK A NEW STATION,
 TU1994'HALE 2, WAS ESTABLISHED JUST OUTSIDE THE COMPOUND FENCE.  ALL
 TU1994'OF THE MARKS ARE FROM 3 TO 6 INCHES BELOW BLACKTOP SURFACE, IN
 TU1994'4-INCH, IRON PIPE HANDHOLES AND SINCE THEY COULD NOT BE REMOVED,
 TU1994'THE HOLES WERE FILED UP WITH CEMENT AFTER THE NEW STATION
 TU1994'WAS ESTABLISHED.
 TU1994'
 TU1994'SEE DESCRIPTION FOR HALE 2.
 TU1994
 TU1994                          STATION RECOVERY (1966)
 TU1994
 TU1994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1994'STATION IS LOST.  THERE IS NOW A CONCRETE FOUNDATION, UPON
 TU1994'WHICH A LARGE BUILDING SETS, ON TOP OF THE STATION MARK.  A NEW
 TU1994'STATION, HALE 2, WAS ESTABLISHED NEARBY IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3396 ***********************************************************************
 TU3396  DESIGNATION -  HALEAHI
 TU3396  PID         -  TU3396
 TU3396  STATE/COUNTY-  HI/MAUI
 TU3396  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3396
 TU3396                         *CURRENT SURVEY CONTROL
 TU3396  ___________________________________________________________________
 TU3396* NAD 83(1993)-  21 05 15.08047(N)    157 01 02.21625(W)     ADJUSTED  
 TU3396* LOCAL TIDAL -         3.     (meters)      10.     (feet)  VERT ANG  
 TU3396  ___________________________________________________________________
 TU3396  EPOCH DATE  -        1993.62
 TU3396  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 TU3396  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU3396
 TU3396  HORZ ORDER  -  SECOND
 TU3396
 TU3396.The horizontal coordinates were established by classical geodetic methods
 TU3396.and adjusted by the National Geodetic Survey in December 1998..
 TU3396.The horizontal coordinates are valid at the epoch date displayed above.
 TU3396.The epoch date for horizontal control is a decimal equivalence
 TU3396.of Year/Month/Day.
 TU3396
 TU3396.The orthometric height was determined by vertical angle observations.
 TU3396.No vertical observational check was made to the station.
 TU3396
 TU3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3396
 TU3396.The geoid height was determined by GEOID03.
 TU3396
 TU3396;                    North         East     Units Scale Factor Converg.
 TU3396;SPC HI 2     -    83,536.076   463,568.691   MT  0.99998306   -0 07 34.1
 TU3396;UTM  04      - 2,333,116.623   705,971.811   MT  1.00012429   +0 42 49.0
 TU3396
 TU3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3396!SPC HI 2     -   0.99999703  x   0.99998306  =   0.99998009
 TU3396!UTM  04      -   0.99999703  x   1.00012429  =   1.00012132
 TU3396
 TU3396:                Primary Azimuth Mark                     Grid Az
 TU3396:SPC HI 2     -  PUU LUAHINE                              005 59 19.6
 TU3396:UTM  04      -  PUU LUAHINE                              005 08 56.5
 TU3396
 TU3396|---------------------------------------------------------------------|
 TU3396| PID    Reference Object                     Distance      Geod. Az  |
 TU3396|                                                           dddmmss.s |
 TU3396| TU3393 PUU LUAHINE                         APPROX. 4.6 KM 0055145.5 |
 TU3396| CN5161 HALEAHI RM 2                         28.115 METERS 04749     |
 TU3396| CN5160 HALEAHI RM 1                         19.413 METERS 33518     |
 TU3396|---------------------------------------------------------------------|
 TU3396
 TU3396                          SUPERSEDED SURVEY CONTROL
 TU3396
 TU3396  NAD 83(1986)-  21 05 15.03618(N)    157 01 02.16580(W) AD(       ) 2
 TU3396  OLD HI      -  21 05 26.48800(N)    157 01 12.29700(W) AD(       ) 2
 TU3396
 TU3396.Superseded values are not recommended for survey control.
 TU3396.NGS no longer adjusts projects to the OLD HI datum.
 TU3396.See file dsdata.txt to determine how the superseded data were derived.
 TU3396
 TU3396_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0597233117(NAD 83)
 TU3396_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU3396
 TU3396  HISTORY     - Date     Condition        Report By
 TU3396  HISTORY     - 1962     MONUMENTED       CGS
 TU3396  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU3396
 TU3396                          STATION DESCRIPTION
 TU3396
 TU3396'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3396'STATION IS LOCATED IN KAUNAKAKAI, ON THE SOUTHEAST CORNER OF THE
 TU3396'KAUNAKAKAI GRADE SCHOOL AND ABOUT 100 FEET NORTHEAST OF THE
 TU3396'KAUNAKAKAI FIREHOUSE.
 TU3396'
 TU3396'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46
 TU3396'JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EASTERLY ON STATE
 TU3396'HIGHWAY 45 0.35 MILE TO THE KAUNAKAKAI FIREHOUSE, TURN LEFT AND
 TU3396'GO ABOUT 205 FEET ALONG THE LEFT SIDE OF A FENCE AND THE STATION.
 TU3396'
 TU3396'THE STATION MARK IS A STANDARD DISK STAMPED, HALEAHI 1962, SET IN
 TU3396'THE TOP OF A CONCRETE POST THAT PROJECTS 1/2 FOOT, 205 FEET NORTH
 TU3396'OF THE CENTER OF THE HIGHWAY, 99 FEET NORTHEAST OF THE NORTHEAST
 TU3396'CORNER OF THE FIRE STATION, 4.7 FEET WEST OF THE FENCE, 4.6 FEET
 TU3396'NORTH OF A WHITE WITNESS POST.
 TU3396'
 TU3396'RM NO. 1 IS A STANDARD DISK STAMPED, HALEAHI NO 1 1962, CEMENTED
 TU3396'IN A DRILL HOLE OF THE CONCRETE BASE OF THE SOUTH BASKETBALL GOAL
 TU3396'POST.
 TU3396'
 TU3396'RM NO. 2 IS A STANDARD DISK STAMPED, HALEAHI NO 2 1962, CEMENTED
 TU3396'IN A DRILL HOLE OF THE CONCRETE BASE OF THE NORTH BASKETBALL GOAL
 TU3396'POST.
 TU3396'
 TU3396'STATION PUU LUAHINE CAN BE USED AS THE AZIMUTH.
 TU3396
 TU3396                          STATION RECOVERY (1965)
 TU3396
 TU3396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU3396'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2861 ***********************************************************************
 TU2861  DESIGNATION -  HALEAKALA 1 1871
 TU2861  PID         -  TU2861
 TU2861  STATE/COUNTY-  HI/MAUI
 TU2861  USGS QUAD   -  KILOHANA (1983)
 TU2861
 TU2861                         *CURRENT SURVEY CONTROL
 TU2861  ___________________________________________________________________
 TU2861* NAD 83(1993)-  20 42 49.55200(N)    156 14 59.50615(W)     ADJUSTED  
 TU2861* LOCAL TIDAL -      3018.     (meters)    9902.     (feet)  SCALED    
 TU2861  ___________________________________________________________________
 TU2861  EPOCH DATE  -        1993.62
 TU2861  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 TU2861  GEOID HEIGHT-          17.71  (meters)                     GEOID03
 TU2861
 TU2861  HORZ ORDER  -  THIRD
 TU2861
 TU2861.The horizontal coordinates were established by classical geodetic methods
 TU2861.and adjusted by the National Geodetic Survey in December 1998..
 TU2861.The horizontal coordinates are valid at the epoch date displayed above.
 TU2861.The epoch date for horizontal control is a decimal equivalence
 TU2861.of Year/Month/Day.
 TU2861
 TU2861.The orthometric height was scaled from a topographic map.
 TU2861
 TU2861.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2861
 TU2861.The geoid height was determined by GEOID03.
 TU2861
 TU2861;                    North         East     Units Scale Factor Converg.
 TU2861;SPC HI 2     -    42,172.322   543,416.184   MT  0.99998995   +0 08 50.7
 TU2861;UTM  04      - 2,292,902.497   786,442.883   MT  1.00061413   +0 58 24.2
 TU2861
 TU2861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2861!SPC HI 2     -   0.99952307  x   0.99998995  =   0.99951302
 TU2861!UTM  04      -   0.99952307  x   1.00061413  =   1.00013691
 TU2861
 TU2861:                Primary Azimuth Mark                     Grid Az
 TU2861:SPC HI 2     -  WAIHEE MILL STACK                        311 27 14.1
 TU2861:UTM  04      -  WAIHEE MILL STACK                        310 37 40.6
 TU2861
 TU2861|---------------------------------------------------------------------|
 TU2861| PID    Reference Object                     Distance      Geod. Az  |
 TU2861|                                                           dddmmss.s |
 TU2861| TU3054 WAIHEE MILL STACK                   APPROX.36.2 KM 3113604.8 |
 TU2861| TU2963 PIIHOLO RESET                       APPROX.16.0 KM 3432401.5 |
 TU2861|---------------------------------------------------------------------|
 TU2861
 TU2861                          SUPERSEDED SURVEY CONTROL
 TU2861
 TU2861  NAD 83(1986)-  20 42 49.51716(N)    156 14 59.51189(W) AD(       ) 3
 TU2861  OLD HI      -  20 43 00.95100(N)    156 15 09.59300(W) AD(       ) 3
 TU2861
 TU2861.Superseded values are not recommended for survey control.
 TU2861.NGS no longer adjusts projects to the OLD HI datum.
 TU2861.See file dsdata.txt to determine how the superseded data were derived.
 TU2861
 TU2861_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8644392902(NAD 83)
 TU2861
 TU2861  HISTORY     - Date     Condition        Report By
 TU2861  HISTORY     - 1871     MONUMENTED       HIGS
 TU2861
 TU2861                          STATION DESCRIPTION
 TU2861
 TU2861'DESCRIBED BY HAWAII GEODETIC SURVEY 1871
 TU2861'IN CENTRAL PART OF EAST MAUI, KULA DISTRICT, ON PAKAOAO OR WHITE
 TU2861'HILL, NEAR THE SOUTHWEST CORNER OF HALEAKALA CRATER, CLOSE TO
 TU2861'THE BRINK OF THE PRECIPICE.  IT IS 32 FEET SOUTH OF AN OLD
 TU2861'STATION OCCUPIED IN 1869.  MARKED BY A COPPER TRIANGLE LET INTO
 TU2861'THE ROCK, AND COVERED WITH A CAIRN OF STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2851 ***********************************************************************
 TU2851  DESIGNATION -  HALEAKALA 2 RESET
 TU2851  PID         -  TU2851
 TU2851  STATE/COUNTY-  HI/MAUI
 TU2851  USGS QUAD   -  KAUPO (1996)
 TU2851
 TU2851                         *CURRENT SURVEY CONTROL
 TU2851  ___________________________________________________________________
 TU2851* NAD 83(1993)-  20 42 05.59333(N)    156 10 23.82741(W)     ADJUSTED  
 TU2851* LOCAL TIDAL -      2499.7    (meters)    8201.     (feet)  VERT ANG  
 TU2851  ___________________________________________________________________
 TU2851  EPOCH DATE  -        1993.62
 TU2851  LAPLACE CORR-          -8.71  (seconds)                    DEFLEC99
 TU2851  GEOID HEIGHT-          17.35  (meters)                     GEOID03
 TU2851
 TU2851  HORZ ORDER  -  FIRST
 TU2851
 TU2851.The horizontal coordinates were established by classical geodetic methods
 TU2851.and adjusted by the National Geodetic Survey in December 1998..
 TU2851.The horizontal coordinates are valid at the epoch date displayed above.
 TU2851.The epoch date for horizontal control is a decimal equivalence
 TU2851.of Year/Month/Day.
 TU2851
 TU2851.The orthometric height was determined by vertical angle observations.
 TU2851
 TU2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2851
 TU2851.The geoid height was determined by GEOID03.
 TU2851
 TU2851;                    North         East     Units Scale Factor Converg.
 TU2851;SPC HI 2     -    40,842.848   551,397.091   MT  0.99999930   +0 10 27.9
 TU2851;UTM  04      - 2,291,687.392   794,447.306   MT  1.00067162   +0 59 59.9
 TU2851
 TU2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2851!SPC HI 2     -   0.99960452  x   0.99999930  =   0.99960382
 TU2851!UTM  04      -   0.99960452  x   1.00067162  =   1.00027587
 TU2851
 TU2851:                Primary Azimuth Mark                     Grid Az
 TU2851:SPC HI 2     -  NINIAO                                   111 26 54.6
 TU2851:UTM  04      -  NINIAO                                   110 37 22.6
 TU2851
 TU2851|---------------------------------------------------------------------|
 TU2851| PID    Reference Object                     Distance      Geod. Az  |
 TU2851|                                                           dddmmss.s |
 TU2851| TU2831 NINIAO                              APPROX. 6.6 KM 1113722.5 |
 TU2851| CN5162 HALEAKALA 2 RM 1                      6.265 METERS 11837     |
 TU2851| CN5163 HALEAKALA 2 RM 2                      7.328 METERS 29104     |
 TU2851|---------------------------------------------------------------------|
 TU2851
 TU2851                          SUPERSEDED SURVEY CONTROL
 TU2851
 TU2851  NAD 83(1986)-  20 42 05.55909(N)    156 10 23.84453(W) AD(       ) 1
 TU2851  OLD HI      -  20 42 17.05500(N)    156 10 33.94300(W) AD(       ) 1
 TU2851
 TU2851.Superseded values are not recommended for survey control.
 TU2851.NGS no longer adjusts projects to the OLD HI datum.
 TU2851.See file dsdata.txt to determine how the superseded data were derived.
 TU2851
 TU2851_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9444791687(NAD 83)
 TU2851
 TU2851  HISTORY     - Date     Condition        Report By
 TU2851  HISTORY     - 1885     MONUMENTED       HIGS
 TU2851  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2851
 TU2851                          STATION DESCRIPTION
 TU2851
 TU2851'DESCRIBED BY HAWAII GEODETIC SURVEY 1885
 TU2851'IN CENTRAL PART OF EAST MAUI, IN KAUPO DISTRICT, ON THE SOUTH
 TU2851'WALL OF HALEAKALA CRATER, WEST OF THE KAUPO GAP, ON HIGH
 TU2851'POINT OF THE RIDGE.  143 FEET EAST OF IT IS A STATION ON THE
 TU2851'NUU BOUNDARY.  MARKED BY CROSS CUT IN ROCK WITH PILLAR OF STONES
 TU2851'OVER IT.
 TU2851
 TU2851                          STATION RECOVERY (1950)
 TU2851
 TU2851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2851'STATION WAS RECOVERED AS DESCRIBED.  IT IS ON THE EXTREME EAST
 TU2851'END OF THE SOUTH WALL OF THE CRATER AT THE POINT WHERE IT
 TU2851'BREAKS OFF INTO KAUPO GAP.  A STANDARD DISK STAMPED HALEAKALA
 TU2851'2 1950 IS CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CROSS
 TU2851'CUT IN ROCK.
 TU2851'
 TU2851'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 TU2851'DISK SET IN A DRILL HOLE IN ROCK OUTCROP PROJECTING ABOUT
 TU2851'ONE FOOT, STAMPED HALEAKALA 2 NO 1 1950.
 TU2851'
 TU2851'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  A STANDARD
 TU2851'DISK SET IN ROCK OUTCROP PROJECTING ONE FOOT, STAMPED HALEAKALA
 TU2851'
 TU2851'TO REACH FROM THE OBSERVATION HOUSE ON THE WEST RIM OF
 TU2851'HALEAKALA CRATER--GO EAST ON POSTED TRAIL FOR ABOUT 6 MILES TO
 TU2851'KAPALAOA SHELTER HOUSE, CONTINUE AHEAD FOR ABOUT 0.5 MILES, THEN
 TU2851'RIGHT UP STEEP SLOPE TO TOP OF RIM AT THE EAST END AND THE
 TU2851'STATION.
 TU2851'
 TU2851'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3485 ***********************************************************************
 TU3485  DESIGNATION -  HALEAKALA 7120
 TU3485  PID         -  TU3485
 TU3485  STATE/COUNTY-  HI/MAUI
 TU3485  USGS QUAD   -  LUALAILUA HILLS (1983)
 TU3485
 TU3485                         *CURRENT SURVEY CONTROL
 TU3485  ___________________________________________________________________
 TU3485* NAD 83(1993)-  20 42 27.38749(N)    156 15 21.71839(W)     ADJUSTED  
 TU3485* LOCAL TIDAL -      3050.     (meters)   10007.     (feet)  GPS OBS   
 TU3485  ___________________________________________________________________
 TU3485  EPOCH DATE  -        1993.62
 TU3485  X           -  -5,465,997.842 (meters)                     COMP
 TU3485  Y           -  -2,404,409.680 (meters)                     COMP
 TU3485  Z           -   2,242,228.148 (meters)                     COMP
 TU3485  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 TU3485  ELLIP HEIGHT-        3067.62  (meters)          (11/30/94) GPS OBS
 TU3485  GEOID HEIGHT-          17.70  (meters)                     GEOID03
 TU3485
 TU3485  HORZ ORDER  -  A
 TU3485  ELLP ORDER  -  THIRD     CLASS II
 TU3485
 TU3485.The horizontal coordinates were established by GPS observations
 TU3485.and adjusted by the National Geodetic Survey in November 1994..
 TU3485.The horizontal coordinates are valid at the epoch date displayed above.
 TU3485.The epoch date for horizontal control is a decimal equivalence
 TU3485.of Year/Month/Day.
 TU3485
 TU3485.The orthometric height was determined by GPS observations and a
 TU3485.high-resolution geoid model.
 TU3485.No vertical observational check was made to the station.
 TU3485
 TU3485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3485
 TU3485.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3485
 TU3485.The ellipsoidal height was determined by GPS observations
 TU3485.and is referenced to NAD 83.
 TU3485
 TU3485.The geoid height was determined by GEOID03.
 TU3485
 TU3485;                    North         East     Units Scale Factor Converg.
 TU3485;SPC HI 2     -    41,489.049   542,775.201   MT  0.99998927   +0 08 42.7
 TU3485;UTM  04      - 2,292,209.626   785,811.422   MT  1.00060967   +0 58 15.3
 TU3485
 TU3485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3485!SPC HI 2     -   0.99951806  x   0.99998927  =   0.99950733
 TU3485!UTM  04      -   0.99951806  x   1.00060967  =   1.00012743
 TU3485
 TU3485                          SUPERSEDED SURVEY CONTROL
 TU3485
 TU3485  NAD 83(1993)-  20 42 27.37687(N)    156 15 21.70793(W) AD(       ) A
 TU3485  ELLIP H (04/03/92) 3067.63   (m)                       GP(       ) 1 1
 TU3485
 TU3485.Superseded values are not recommended for survey control.
 TU3485.NGS no longer adjusts projects to the OLD HI datum.
 TU3485.See file dsdata.txt to determine how the superseded data were derived.
 TU3485
 TU3485_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8581192210(NAD 83)
 TU3485_MARKER: DD = SURVEY DISK
 TU3485_SETTING: 0 = UNSPECIFIED SETTING
 TU3485_STAMPING: MOBLAS STA 7120-1980
 TU3485_MARK LOGO: NASA  
 TU3485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU3485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU3485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3485+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2001
 TU3485
 TU3485  HISTORY     - Date     Condition        Report By
 TU3485  HISTORY     - 1980     MONUMENTED       NASA
 TU3485  HISTORY     - 20011022 GOOD             USPSQD
 TU3485
 TU3485                          STATION DESCRIPTION
 TU3485
 TU3485'DESCRIBED BY NAT AERO SPACE ADMIN 1980
 TU3485'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 TU3485'DETERMINATION OF PLATE MOTION, INTERNAL PLATE DEFORMATION, PLATE
 TU3485'STABILITY AND POLAR MOTION/EARTH ROTATION.
 TU3485'SITE DESCRIPTION - THE STATION IS LOCATED ON THE ISLAND OF MAUI IN THE
 TU3485'HAWAIIAN ISLAND CHAIN.  THE FIXED LASER (HOLLAS) IS LOCATED IN THE
 TU3485'LURE OBSERVATORY ON MOUNT HALEKALA.  A PAD WAS CONSTRUCTED NEARBY THE
 TU3485'OBSERVATORY AND WAS OCCUPIED BY MOBLAS-1 IN 1980 AFTER A STORM
 TU3485'RENDERED THE OBSERVATORY INOPERABLE.  THE PAD HAS SINCE BEEN OCCUPIED
 TU3485'BY A MOBILE VLBI SYSTEM FOR INTERCOMPARISON WITH THE HOLLAS LASER.
 TU3485'THE MARK IS A STANDARD NASA DISK.  THE STATION IS ON A T-SHAPED
 TU3485'CONCRETE FOUNDATION AT THE CENTER OF A 24-METER DIAMTER MORTARED
 TU3485'VOLCANIC ROCK RING.
 TU3485'TO REACH THE SITE FROM KAHULUI, TRAVEL HIGHWAYS 37, 377, AND 378 TO
 TU3485'LURE OBSERVATORY ON MT. HALEAKALA.  THE TRIP IS 58 KM. (36 MILES)
 TU3485'OVER WINDING ROADS AND TAKES ABOUT 1.5 HOURS.
 TU3485'SITE TOPO MAP - KILOHANA, HA., USGS.
 TU3485'GEOLOGICAL PROVINCE - THE HAWAIIAN ARCHIPELAGO
 TU3485'LOCAL GEOLOGY - AA BASALTIC FLOWS. HALEAKALA IS THE MORE EASTERLY AND
 TU3485'YOUNGER OF THE TWO VOLCANIC MOUNTAINS THAT MAKE UP THE ISLAND OF
 TU3485'MAUI.  ITS LAVAS OVERLAP THOSE OF THE WEST MAUI VOLCANO AND MAKE UP
 TU3485'THE ISTHMUS THAT CONNECTS THE TWO MOUNTAINS.
 TU3485
 TU3485                          STATION RECOVERY (2001)
 TU3485
 TU3485'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMC)
 TU3485'RECOVERED AS DESCRIBED. SIGN AT SITE HAS THE ELEVATION AT 10,025 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3486 ***********************************************************************
 TU3486  DESIGNATION -  HALEAKALA HOLLAS 7210
 TU3486  PID         -  TU3486
 TU3486  STATE/COUNTY-  HI/MAUI
 TU3486  USGS QUAD   -  KILOHANA (1983)
 TU3486
 TU3486                         *CURRENT SURVEY CONTROL
 TU3486  ___________________________________________________________________
 TU3486* NAD 83(1993)-  20 42 25.95852(N)    156 15 21.20569(W)     ADJUSTED  
 TU3486* LOCAL TIDAL -      3050.8    (meters)   10009.     (feet)  GPS OBS   
 TU3486  ___________________________________________________________________
 TU3486  X           -  -5,466,005.848 (meters)                     COMP
 TU3486  Y           -  -2,404,429.417 (meters)                     COMP
 TU3486  Z           -   2,242,186.919 (meters)                     COMP
 TU3486  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 TU3486  ELLIP HEIGHT-        3067.33  (meters)          (04/03/92) GPS OBS
 TU3486  GEOID HEIGHT-          17.70  (meters)                     GEOID03
 TU3486
 TU3486  HORZ ORDER  -  A
 TU3486  ELLP ORDER  -  FIRST     CLASS I
 TU3486
 TU3486.The horizontal coordinates were established by VLBI observations
 TU3486.and local terrestrial surveys and adjusted by the
 TU3486.National Geodetic Survey in April 1992..
 TU3486.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TU3486.DATUM ITEM on the data sheet items page.
 TU3486
 TU3486.The orthometric height was determined by GPS observations and a
 TU3486.high-resolution geoid model.
 TU3486
 TU3486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3486
 TU3486.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3486
 TU3486.The ellipsoidal height was determined by GPS observations
 TU3486.and is referenced to NAD 83.
 TU3486
 TU3486.The geoid height was determined by GEOID03.
 TU3486
 TU3486;                    North         East     Units Scale Factor Converg.
 TU3486;SPC HI 2     -    41,445.141   542,790.148   MT  0.99998929   +0 08 42.9
 TU3486;UTM  04      - 2,292,165.911   785,827.010   MT  1.00060978   +0 58 15.4
 TU3486
 TU3486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3486!SPC HI 2     -   0.99951810  x   0.99998929  =   0.99950740
 TU3486!UTM  04      -   0.99951810  x   1.00060978  =   1.00012759
 TU3486
 TU3486                          SUPERSEDED SURVEY CONTROL
 TU3486
 TU3486.No superseded survey control is available for this station.
 TU3486
 TU3486_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8582792166(NAD 83)
 TU3486_MARKER: B = BOLT
 TU3486_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TU3486+WITH SETTING: PAVEMENT
 TU3486_SP_SET: BOLT IN CONCRETE PAD
 TU3486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU3486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU3486
 TU3486  HISTORY     - Date     Condition        Report By
 TU3486  HISTORY     - 1976     MONUMENTED       NASA
 TU3486
 TU3486                          STATION DESCRIPTION
 TU3486
 TU3486'DESCRIBED BY NAT AERO SPACE ADMIN 1976
 TU3486'SITE DESCRIPTION - THE STATION IS LOCATED ON THE ISLAND OF MAUI IN THE
 TU3486'HAWAIIAN ISLAND CHAIN.  THE FIXED LASER (HOLLAS) IS LOCATED IN THE
 TU3486'LURE OBSERVATORY ON MOUNT HALEKALA.  A PAD WAS CONSTRUCTED NEARBY THE
 TU3486'OBSERVATORY AND WAS OCCUPIED BY MOBLAS-1 IN 1980 AFTER A STORM
 TU3486'RENDERED THE OBSERVATORY INOPERABLE.
 TU3486'THE MARK IS A CARRIAGE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ8470 ***********************************************************************
 AJ8470  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8470  DESIGNATION -  HALEAKALA MAUI CORS ARP
 AJ8470  CORS_ID     -  MAUI
 AJ8470  PID         -  AJ8470
 AJ8470  STATE/COUNTY-  HI/MAUI
 AJ8470  USGS QUAD   -  KILOHANA (1983)
 AJ8470
 AJ8470                         *CURRENT SURVEY CONTROL
 AJ8470  ___________________________________________________________________
 AJ8470* NAD 83(CORS)-  20 42 23.92910(N)    156 15 25.20725(W)     ADJUSTED  
 AJ8470* LOCAL TIDAL -                                                        
 AJ8470  ___________________________________________________________________
 AJ8470  EPOCH DATE  -        2002.00
 AJ8470  X           -  -5,466,068.046 (meters)                     COMP
 AJ8470  Y           -  -2,404,330.217 (meters)                     COMP
 AJ8470  Z           -   2,242,126.587 (meters)                     COMP
 AJ8470  ELLIP HEIGHT-        3061.89  (meters)          (10/??/02) GPS OBS
 AJ8470  GEOID HEIGHT-          17.70  (meters)                     GEOID03
 AJ8470
 AJ8470  HORZ ORDER  -  SPECIAL (CORS)
 AJ8470  ELLP ORDER  -  SPECIAL (CORS)
 AJ8470
 AJ8470.ITRF positions are available for this station.
 AJ8470.The coordinates were established by GPS observations
 AJ8470.and adjusted by the National Geodetic Survey in October 2002..
 AJ8470.The coordinates are valid at the epoch date displayed above.
 AJ8470.The epoch date for horizontal control is a decimal equivalence
 AJ8470.of Year/Month/Day.
 AJ8470
 AJ8470
 AJ8470.The PID for the CORS L1 Phase Center is AJ8471.
 AJ8470
 AJ8470.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8470
 AJ8470.The ellipsoidal height was determined by GPS observations
 AJ8470.and is referenced to NAD 83.
 AJ8470
 AJ8470.The geoid height was determined by GEOID03.
 AJ8470
 AJ8470;                    North         East     Units Scale Factor Converg.
 AJ8470;SPC HI 2     -    41,382.437   542,674.516   MT  0.99998916   +0 08 41.5
 AJ8470
 AJ8470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8470!SPC HI 2     -   0.99951896  x   0.99998916  =   0.99950812
 AJ8470
 AJ8470                          SUPERSEDED SURVEY CONTROL
 AJ8470
 AJ8470  NAD 83(CORS)-  20 42 23.93504(N)    156 15 25.21780(W) AD(1997.00) c
 AJ8470  NAD 83(CORS)-  20 42 23.93504(N)    156 15 25.21780(W) AD(1993.62) c
 AJ8470  ELLIP H (03/??/02) 3061.79   (m)                       GP(1993.62) c c
 AJ8470  ELLIP H (03/??/02) 3061.79   (m)                       GP(1997.00) c c
 AJ8470
 AJ8470.Superseded values are not recommended for survey control.
 AJ8470.NGS no longer adjusts projects to the OLD HI datum.
 AJ8470.See file dsdata.txt to determine how the superseded data were derived.
 AJ8470
 AJ8470_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8571292102(NAD 83)
 AJ8470_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8470
 AJ8470                          STATION DESCRIPTION
 AJ8470
 AJ8470'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ8470'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8470'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8470'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8470'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8470'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ8471 ***********************************************************************
 AJ8471  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8471  DESIGNATION -  HALEAKALA MAUI CORS L1 PHASE CENTER
 AJ8471  CORS_ID     -  MAUI
 AJ8471  PID         -  AJ8471
 AJ8471  STATE/COUNTY-  HI/MAUI
 AJ8471  USGS QUAD   -  KILOHANA (1983)
 AJ8471
 AJ8471                         *CURRENT SURVEY CONTROL
 AJ8471  ___________________________________________________________________
 AJ8471* NAD 83(CORS)-  20 42 23.92911(N)    156 15 25.20726(W)     ADJUSTED  
 AJ8471* LOCAL TIDAL -                                                        
 AJ8471  ___________________________________________________________________
 AJ8471  EPOCH DATE  -        2002.00
 AJ8471  X           -  -5,466,068.140 (meters)                     COMP
 AJ8471  Y           -  -2,404,330.258 (meters)                     COMP
 AJ8471  Z           -   2,242,126.626 (meters)                     COMP
 AJ8471  ELLIP HEIGHT-        3062.00  (meters)          (10/??/02) GPS OBS
 AJ8471  GEOID HEIGHT-          17.70  (meters)                     GEOID03
 AJ8471
 AJ8471  HORZ ORDER  -  SPECIAL (CORS)
 AJ8471  ELLP ORDER  -  SPECIAL (CORS)
 AJ8471
 AJ8471.ITRF positions are available for this station.
 AJ8471.The coordinates were established by GPS observations
 AJ8471.and adjusted by the National Geodetic Survey in October 2002..
 AJ8471.The coordinates are valid at the epoch date displayed above.
 AJ8471.The epoch date for horizontal control is a decimal equivalence
 AJ8471.of Year/Month/Day.
 AJ8471
 AJ8471
 AJ8471.The PID for the CORS ARP is AJ8470.
 AJ8471
 AJ8471.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8471
 AJ8471.The ellipsoidal height was determined by GPS observations
 AJ8471.and is referenced to NAD 83.
 AJ8471
 AJ8471.The geoid height was determined by GEOID03.
 AJ8471
 AJ8471;                    North         East     Units Scale Factor Converg.
 AJ8471;SPC HI 2     -    41,382.437   542,674.516   MT  0.99998916   +0 08 41.5
 AJ8471
 AJ8471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8471!SPC HI 2     -   0.99951894  x   0.99998916  =   0.99950811
 AJ8471
 AJ8471                          SUPERSEDED SURVEY CONTROL
 AJ8471
 AJ8471  NAD 83(CORS)-  20 42 23.93505(N)    156 15 25.21781(W) AD(1997.00) c
 AJ8471  NAD 83(CORS)-  20 42 23.93505(N)    156 15 25.21781(W) AD(1993.62) c
 AJ8471  ELLIP H (03/??/02) 3061.89   (m)                       GP(1993.62) c c
 AJ8471  ELLIP H (03/??/02) 3061.89   (m)                       GP(1997.00) c c
 AJ8471
 AJ8471.Superseded values are not recommended for survey control.
 AJ8471.NGS no longer adjusts projects to the OLD HI datum.
 AJ8471.See file dsdata.txt to determine how the superseded data were derived.
 AJ8471
 AJ8471_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8571292102(NAD 83)
 AJ8471_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ8471
 AJ8471                          STATION DESCRIPTION
 AJ8471
 AJ8471'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ8471'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8471'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8471'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8471'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8471'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1522 ***********************************************************************
 TU1522  DESIGNATION -  HALEIWA HOTEL SW FLAGSTAFF
 TU1522  PID         -  TU1522
 TU1522  STATE/COUNTY-  HI/HONOLULU
 TU1522  USGS QUAD   -  HALEIWA (1983)
 TU1522
 TU1522                         *CURRENT SURVEY CONTROL
 TU1522  ___________________________________________________________________
 TU1522* NAD 83(1993)-  21 35 33.80529(N)    158 06 14.96524(W)     ADJUSTED  
 TU1522* LOCAL TIDAL -                                                        
 TU1522  ___________________________________________________________________
 TU1522  EPOCH DATE  -        1993.62
 TU1522  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 TU1522  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU1522
 TU1522  HORZ ORDER  -  THIRD
 TU1522
 TU1522.The horizontal coordinates were established by classical geodetic methods
 TU1522.and adjusted by the National Geodetic Survey in December 1998..
 TU1522.The horizontal coordinates are valid at the epoch date displayed above.
 TU1522.The epoch date for horizontal control is a decimal equivalence
 TU1522.of Year/Month/Day.
 TU1522
 TU1522
 TU1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1522
 TU1522.The geoid height was determined by GEOID03.
 TU1522
 TU1522;                    North         East     Units Scale Factor Converg.
 TU1522;SPC HI 3     -    47,177.023   489,214.187   MT  0.99999144   -0 02 18.0
 TU1522;UTM  04      - 2,388,015.101   592,734.151   MT  0.99970626   +0 19 46.9
 TU1522
 TU1522                          SUPERSEDED SURVEY CONTROL
 TU1522
 TU1522  NAD 83(1986)-  21 35 33.75668(N)    158 06 14.97691(W) AD(       ) 4
 TU1522  OLD HI      -  21 35 45.15900(N)    158 06 24.89100(W) AD(       ) 3
 TU1522
 TU1522.Superseded values are not recommended for survey control.
 TU1522.NGS no longer adjusts projects to the OLD HI datum.
 TU1522.See file dsdata.txt to determine how the superseded data were derived.
 TU1522
 TU1522_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9273488015(NAD 83)
 TU1522
 TU1522  HISTORY     - Date     Condition        Report By
 TU1522  HISTORY     - UNK      MONUMENTED
 TU1522  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1522  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1522
 TU1522                          STATION DESCRIPTION
 TU1522
 TU1522'DESCRIBED BY US ARMY 1945
 TU1522'HOTEL IS LOCATED JUST W OF THE JUNCTION OF HIGHWAYS 1 AND 130
 TU1522'IN HALEIWA.  THERE ARE TWO FLAGPOLES, ONE ON EACH END OF THE
 TU1522'HOTEL, POLES ARE MOSTLY IN DUE E AND W DIRECTION.  POLES ARE
 TU1522'ABOUT 30 FEET HIGH AND BASE OF POLES ARE ABOUT 30 FEET ABOVE
 TU1522'THE GROUND.  THEREFORE POLES EXTEND APPROXIMATELY 60 FEET HIGH.
 TU1522
 TU1522                          STATION RECOVERY (1963)
 TU1522
 TU1522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1522'STATION IS DESTROYED.  ALSO REPORTED DESTROYED IN 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1510 ***********************************************************************
 TU1510  DESIGNATION -  HALEMANO
 TU1510  PID         -  TU1510
 TU1510  STATE/COUNTY-  HI/HONOLULU
 TU1510  USGS QUAD   -  HALEIWA (1983)
 TU1510
 TU1510                         *CURRENT SURVEY CONTROL
 TU1510  ___________________________________________________________________
 TU1510* NAD 83(1993)-  21 32 20.34667(N)    158 02 22.84425(W)     ADJUSTED  
 TU1510* LOCAL TIDAL -       321.4    (meters)    1054.     (feet)  VERT ANG  
 TU1510  ___________________________________________________________________
 TU1510  EPOCH DATE  -        1993.62
 TU1510  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 TU1510  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU1510
 TU1510  HORZ ORDER  -  FIRST
 TU1510
 TU1510.The horizontal coordinates were established by classical geodetic methods
 TU1510.and adjusted by the National Geodetic Survey in December 1998..
 TU1510.The horizontal coordinates are valid at the epoch date displayed above.
 TU1510.The epoch date for horizontal control is a decimal equivalence
 TU1510.of Year/Month/Day.
 TU1510
 TU1510.The orthometric height was determined by vertical angle observations.
 TU1510
 TU1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1510
 TU1510.The geoid height was determined by GEOID03.
 TU1510
 TU1510;                    North         East     Units Scale Factor Converg.
 TU1510;SPC HI 3     -    41,223.830   495,889.595   MT  0.99999021   -0 00 52.4
 TU1510;UTM  04      - 2,382,106.493   599,445.759   MT  0.99972220   +0 21 09.3
 TU1510
 TU1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1510!SPC HI 3     -   0.99994707  x   0.99999021  =   0.99993728
 TU1510!UTM  04      -   0.99994707  x   0.99972220  =   0.99966928
 TU1510
 TU1510:                Primary Azimuth Mark                     Grid Az
 TU1510:SPC HI 3     -  WHITMORE MIL RES DOUBLE TANK             086 36 58.9
 TU1510:UTM  04      -  WHITMORE MIL RES DOUBLE TANK             086 14 57.2
 TU1510
 TU1510|---------------------------------------------------------------------|
 TU1510| PID    Reference Object                     Distance      Geod. Az  |
 TU1510|                                                           dddmmss.s |
 TU1510| TU1509 WHITMORE MIL RES DOUBLE TANK        APPROX. 2.4 KM 0863606.5 |
 TU1510| TU1508 WAHIAWA USN COMM STA TOWER          APPROX. 4.3 KM 1255411.9 |
 TU1510| TU1511 6 7                                 APPROX. 0.9 KM 1843339.6 |
 TU1510| TU1531 KAALA                               APPROX.11.2 KM 2521459.8 |
 TU1510| CJ9477 HALEMANO RM 4                        35.720 METERS 27535     |
 TU1510| CJ9475 HALEMANO RM 2                         5.873 METERS 34300     |
 TU1510| CJ9474 HALEMANO RM 1                        30.754 METERS 34813     |
 TU1510| CJ9476 HALEMANO RM 3                        34.169 METERS 35817     |
 TU1510| CJ9478 HALEMANO RM 5                        34.165 METERS 35817     |
 TU1510|---------------------------------------------------------------------|
 TU1510
 TU1510                          SUPERSEDED SURVEY CONTROL
 TU1510
 TU1510  NAD 83(1986)-  21 32 20.29673(N)    158 02 22.85541(W) AD(       ) 1
 TU1510  OLD HI      -  21 32 31.71723(N)    158 02 32.75387(W) AD(       ) 1
 TU1510
 TU1510.Superseded values are not recommended for survey control.
 TU1510.NGS no longer adjusts projects to the OLD HI datum.
 TU1510.See file dsdata.txt to determine how the superseded data were derived.
 TU1510
 TU1510_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9944682106(NAD 83)
 TU1510_MARKER: Z = SEE DESCRIPTION
 TU1510_SETTING: 0 = UNSPECIFIED SETTING
 TU1510
 TU1510  HISTORY     - Date     Condition        Report By
 TU1510  HISTORY     - 1927     MONUMENTED       CGS
 TU1510  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1510  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1510  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1510  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1510  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1510
 TU1510                          STATION DESCRIPTION
 TU1510
 TU1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1510'NORTHWEST OF CENTER OF OAHU, ABOUT 3 MILES NORTH-NORTHWEST
 TU1510'FROM WAHIAWA, AND 1/2 MILE NORTH OF A SMALL PINEAPPLE SETTLEMENT,
 TU1510'REACHED BY PINEAPPLE ROAD, ON A LOW BANK BETWEEN IRRIGATION
 TU1510'DITCH AND ROAD.  MARKED BY A UNITED STATES ENGINEERS RECTANGULAR
 TU1510'PLATE SET IN CONCRETE IN A 5-INCH PIPE.  TWO REFERENCE MARKS
 TU1510'WERE SET AS FOLLOWS--NO. 1, A STANDARD REFERENCE DISK IN
 TU1510'CONCRETE POST, NOTE 11A, IS 30.754 METERS (100.90 FEET) FROM
 TU1510'STATION IN AZIMUTH 168 DEG 13 MIN.  NO. 2, SIMILAR DISK IN
 TU1510'CONCRETE MASS, NOTE 11C, IS 5.873 METERS (19.27 FEET) FROM STATION
 TU1510'IN AZIMUTH 162 DEG 59 MIN.  RE-MARKED ACCORDING TO NOTE 14A
 TU1510'IN 1929.
 TU1510
 TU1510                          STATION RECOVERY (1945)
 TU1510
 TU1510'RECOVERY NOTE BY US ARMY 1945
 TU1510'FROM INTERSECTION OF HIGHWAY 1 AND HIGHWAY 212 AT KARSTON, 1
 TU1510'MILE NE OF SCHOFIELD BARRACKS, PROCEED N VIA HIGHWAY 12 FOR 1.7
 TU1510'MILES TO JUNCTION WITH HIGHWAY 135 LEADING NE, THENCE NE VIA
 TU1510'HIGHWAY 135 FOR 0.2 MILE TO STATION SITE.
 TU1510'
 TU1510'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION AS PREVIOUSLY
 TU1510'DESCRIBED.
 TU1510
 TU1510                          STATION RECOVERY (1961)
 TU1510
 TU1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CDU)
 TU1510'THE STATION AND ONE UNSTAMPED REFERENCE MARK WERE RECOVERED IN
 TU1510'GOOD CONDITION.  R.M. 1 WAS NOT RECOVERED.  NEW DESCRIPTION
 TU1510'FOLLOWS--
 TU1510'
 TU1510'THE STATION IS LOCATED ABOUT 2.8 MI. AIRLINE N. OF THE
 TU1510'OUTSKIRTS OF THE TOWN OF WAHIAWA ALONG THE SOUTH SIDE OF PAALAA
 TU1510'UKA.  PAPUKEA ROAD (STATE HWY. 804) AND ABOUT 1/4 MILE N.E. OF
 TU1510'THE INTERSECTION OF THAT ROAD AND KAMEHAMEHA HWY.  (STATE HWY 82).
 TU1510'
 TU1510'TO REACH THE STATION FROM THE INTERSECTION OF KAMEHAMEHA
 TU1510'HWY. AND CALIFORNIA AVE. IN WAHIAWA, DRIVE N. ON KAMEHAMEHA
 TU1510'HWY. (STATE HWY 80) FOR 1.4 MI. TO THE JUNCTION OF HWYS. 80
 TU1510'AND 82.  BEAR RIGHT AND CONTINUE ON HWY. 82 (STILL KAM HWY.) IN
 TU1510'A NLY DIRECTION FOR 2.1 MI. TO AN ASPHALT SURFACED ROAD RIGHT
 TU1510'(SIGN READS, U.S. ARMY HALEMANO MILITARY RESERVATION TURN RIGHT
 TU1510'AND PROCEED 0.25 MI. TO STATION ON RIGHT.
 TU1510'
 TU1510'THE STATION IS MARKED BY A U.S. ENGINEERS RECTANGULAR PLATE
 TU1510'CEMENTED IN THE TOP OF A CONCRETE FILLED 5 IN. DIAMETER CAST
 TU1510'IRON PIPE.  THE UNSTAMPED REFERENCE MARK WHICH WAS RECOVERED
 TU1510'IS CEMENTED IN A DRILL HOLE IN A ROCK AND IS LOCATED 13.02
 TU1510'FT. N.W. OF THE STATION.  A TYPE A HAWAIIAN TERRITORIAL SURVEY
 TU1510'MONUMENT IS CENTERED OVER THE STATION MARK.
 TU1510
 TU1510                          STATION RECOVERY (1962)
 TU1510
 TU1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WRH)
 TU1510'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 TU1510'BUT REFERENCE MARK NO. 1 HAD BEEN DESTROYED AND REFERENCE MARK
 TU1510'NO. 2 WAS NOT FOUND.  A NEW REFERENCE MARK NO. 3 AND REFERENCE
 TU1510'MARK NO. 4 WERE ESTABLISHED BY THIS PARTY.  A NEW AND COMPLETE
 TU1510'DESCRIPTION FOLLOWS--
 TU1510'
 TU1510'THE STATION IS LOCATED ON A SLIGHT RISE BETWEEN TWO PINEAPPLE
 TU1510'FIELDS ABOUT 3.0 MILES NORTH-NORTHWEST OF WAHIAWA, 2.7 MILES
 TU1510'NORTHWEST OF THE U.S. NAVY COMMUNICATION STATION AND 0.2
 TU1510'MILE EAST OF STATE HIGHWAY 82.
 TU1510'
 TU1510'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA AVENUE
 TU1510'AND STATE HIGHWAY 80 IN WAHIAWA, GO NORTHWEST ON STATE HIGHWAY
 TU1510'80 FOR 1.3 MILES TO THE JUNCTION WITH STATE HIGHWAY 809.  TAKE
 TU1510'THE RIGHT FORK AND GO NORTH ON STATE HIGHWAY 809 FOR 0.25 MILE
 TU1510'TO JUNCTION WITH STATE HIGHWAY 82.  CONTINUE STRAIGHT AHEAD,
 TU1510'NORTH, ON STATE HIGHWAY 82 FOR 1.75 MILES TO A PAVED ROAD ON
 TU1510'RIGHT.  TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.2 MILE
 TU1510'TO THE STATION ON RIGHT, AS DESCRIBED.
 TU1510'
 TU1510'THE STATION MARK IS A BRASS TABLET, ABOUT 2 INCHES WIDE AND
 TU1510'3 INCHES LONG, CEMENTED IN THE TOP OF A 4-INCH CAST IRON SEWER
 TU1510'PIPE WHICH IS IN TURN EMBEDDED IN THE TOP OF A 12-INCH SQUARE
 TU1510'CONCRETE POST.  IT IS AT THE NORTH-NORTHWEST EDGE OF A PINEAPPLE
 TU1510'FIELD, 72 FEET SOUTH-SOUTHEAST OF THE CENTER OF AN ASPHALT
 TU1510'ROAD AND 27 FEET SOUTH-SOUTHEAST OF A RAIN GUAGE.  THE MARK
 TU1510'IS UNDER A 5-FOOT SQUARE CONCRETE SLAB WHICH IS SUPPORTED
 TU1510'ALONG ITS NORTH AND SOUTH EDGES BY TWO 4-FOOT HIGH WALLS OF
 TU1510'ROCK AND CONCRETE.  THE MARK PROJECTS ABOUT 16 INCHES ABOVE
 TU1510'THE SURFACE OF THE GROUND AND THE STAMPING ON THE TABLET HAS
 TU1510'BEEN OBLITERATED, ALTHOUGH THE TRUE STATION CENTER IS
 TU1510'READILY DISCERNIBLE.
 TU1510'
 TU1510'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED HALEMANO NO 3
 TU1510'1927 1962 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 TU1510'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 TU1510'16 FEET NORTH-NORTHWEST OF THE CENTER OF AN ASPHALT ROAD.
 TU1510'
 TU1510'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED HALEMANO NO 4
 TU1510'1927 1962, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 TU1510'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 16
 TU1510'FEET NORTH-NORTHWEST OF THE CENTER OF AN ASPHALT ROAD AND 8
 TU1510'FEET NORTH OF A ROAD WARNING SIGN, SLIPPERY WHEN WET.
 TU1510'
 TU1510'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TU1510
 TU1510                          STATION RECOVERY (1963)
 TU1510
 TU1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1510'STATION MARK AND REFERENCE MARKS NUMBER THREE AND FOUR WERE
 TU1510'RECOVERED AND FOUND IN GOOD CONDITION.  A SEARCH BY DISTANCE
 TU1510'AND ANGLE WAS MADE FOR REFERENCE MARKS NUMBER ONE AND TWO BUT
 TU1510'THEY COULD NOT BE FOUND AND ARE BELIEVED TO BE DESTROYED AS
 TU1510'THEIR LOCATIONS FALL IN AREAS WHERE DIGGING AND CULTIVATION
 TU1510'HAS BEEN DONE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1510'
 TU1510'STATION IS LOCATED, AIRLINE ABOUT 3 MILES NORTH-NORTHWEST OF
 TU1510'WAHIAWA, 3 MILES NORTH-NORTHEAST OF SCHOFIELD BARRACKS AND 0.2
 TU1510'MILE NORTHEAST OF STATE HIGHWAY 82, ON A RISE OF ABOUT 1051
 TU1510'FEET ELEVATION, IN A PINEAPPLE FIELD ALONG THE SOUTHEAST SIDE OF
 TU1510'AN ASPHALT ROAD.
 TU1510'
 TU1510'TO REACH STATION FROM THE INTERSECTION OF CALIFORNIA AVENUE
 TU1510'AND STATE HIGHWAY 80 (KAMEHAMEHA HIGHWAY) IN WAHIAWA, FOLLOW
 TU1510'KAMEHAMEHA HIGHWAY NORTHERLY FOR 3.3 MILES TO SIDE ROAD RIGHT,
 TU1510'AT SIGN U.S. ARMY HELEMANO MILITARY RESERVATION.  TURN RIGHT AND
 TU1510'GO NORTHEAST FOR 0.2 MILE TO TOP OF RISE AND STATION ON RIGHT.
 TU1510'
 TU1510'STATION MARK IS A 2-1/2 X 3-INCH, BRASS PLATE SET IN CEMENT
 TU1510'IN THE TOP OF A 4-INCH PIPE WHICH PROJECTS 8 INCHES FROM THE TOP
 TU1510'OF A 12-INCH-SQUARE, CONCRETE BLOCK THAT PROJECTS 8 INCHES ABOVE
 TU1510'GROUND.  IT IS ON A MOUND ABOUT 4 FEET HIGH AND 10 YARDS IN
 TU1510'DIAMETER, SURROUNDED BY A FIELD ROAD AND COVERED WITH HIGH
 TU1510'GRASS.  IT IS 70-1/2 FEET SOUTHEAST OF CENTERLINE OF ASPHALT
 TU1510'ROAD AND 25 FEET SOUTHEAST OF SOUTHEAST END OF A RAIN-GAUGE
 TU1510'BOX.  THERE IS A HAWAIIAN TERRITORIAL SURVEY TYPE A SIGNAL
 TU1510'OVER THE MARK.  THE STATION MARK HAS BEEN HAMMERED SLIGHTLY,
 TU1510'BUT THE STAMPING HELEMANO US IS QUITE PLAIN.
 TU1510'
 TU1510'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED HALEMANO
 TU1510'NO 3 1927 1962, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU1510'MONUMENT THAT PROJECTS 2 INCHES.  IT IS 16 FEET NORTHWEST OF
 TU1510'CENTER LINE OF ASPHALT ROAD, 5 FEET SOUTHEAST OF EDGE OF FIELD
 TU1510'ROAD, AND 4-1/2 FEET LOWER THAN STATION MARK.
 TU1510'
 TU1510'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED HALEMANO
 TU1510'NO 4 1927 1962, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU1510'MONUMENT THAT PROJECTS 2 INCHES.  IT IS 16 FEET NORTHWEST OF
 TU1510'CENTER LINE OF ASPHALT ROAD, 8 FEET NORTHEAST OF A ROAD SIGN
 TU1510'SLIPPERY WHEN WET, AND 5-1/2 FEET LOWER THAN STATION MARK.
 TU1510'
 TU1510'NOTE--THE LARGE DIFFERENCE OF 1.01 METERS IN THE MEASUREMENT TO
 TU1510'R.M. NO. 4 WAS NOTED AND CHECKED IN THE FIELD.  THE 1963
 TU1510'MEASUREMENT IS CORRECT.
 TU1510
 TU1510                          STATION RECOVERY (1969)
 TU1510
 TU1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1510'STATION MARK AND REFERENCE MARK 4 WERE RECOVERED AS DESCRIBED
 TU1510'AND FOUND IN GOOD CONDITION.  THE DISK AND THE TOP OF THE
 TU1510'MONUMENT FOR REFERENCE MARK 3 WERE DESTROYED.  REFERENCE MARK
 TU1510'5 WAS SET IN THE REMAINDER OF THE MONUMENT AND IN APPROXIMATELY
 TU1510'THE SAME LOCATION AS REFERENCE MARK 3.  THE DIRECTION TO
 TU1510'REFERENCE MARK 4 CHECKED THE 1962 DATE BUT A SLIGHT DIFFERENCE
 TU1510'WAS NOTED IN THE DISTANCE FROM THE 1963 DATA.
 TU1510'
 TU1510'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 TU1510'
 TU1510'STATION IS LOCATED ABOUT 3.0 MILES NORTH-NORTHWEST OF WAHIAWA,
 TU1510'3.0 MILES NORTH-NORTHEAST OF SCHOFIELD BARRACKS, 0.2 MILE
 TU1510'NORTHEAST OF STATE HIGHWAY 82 AND IS IN THE EDGE OF A PINEAPPLE
 TU1510'FIELD ALONG THE SOUTH SIDE OF A PAVED ROAD.
 TU1510'
 TU1510'TO REACH FROM THE INTERSECTION OF CALIFORNIA AVENUE AND STATE
 TU1510'HIGHWAY 80 IN WAHIAWA, GO NORTH ON STATE HIGHWAY 80 FOR 1.3
 TU1510'MILES TO THE INTERSECTION OF STATE HIGHWAY 809.  KEEP RIGHT ON
 TU1510'STATE HIGHWAY 809 FOR 0.25 MILE TO THE INTERSECTION OF STATE
 TU1510'HIGHWAY 82.  CONTINUE NORTHERLY ON STATE HIGHWAY 82 FOR 1.35
 TU1510'MILES TO STATE SURVEY 6-7 (AZIMUTH MARK) ON THE RIGHT.  CONTINUE
 TU1510'NORTHERLY ON THE ROAD FOR 0.4 MILE TO A PAVED ROAD RIGHT.  TURN
 TU1510'RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 0.2 MILE TO THE
 TU1510'STATION ON THE RIGHT AT THE TOP OF A GRADE.
 TU1510'
 TU1510'STATION MARK IS A 2 X 3 INCH BRASS TABLET CEMENTED IN THE TOP OF
 TU1510'A 4-INCH SEWER PIPE WHICH PROJECTS ABOUT 15 INCHES.  IT IS
 TU1510'LOCATED BENEATH A 5-FOOT SQUARE, CONCRETE AND ROCK MONUMENT WHICH
 TU1510'IS ABOUT 4 FEET HIGH.  THE SEWER PIPE IS SET IN THE TOP OF A
 TU1510'12-INCH SQUARE CONCRETE MONUMENT.  THE STAMPING ON THE DISK IS
 TU1510'NOT LEGIBLE.  IT IS 71.0 FEET SOUTH-SOUTHEAST OF THE CENTER
 TU1510'OF A PAVED ROAD.
 TU1510'
 TU1510'REFERENCE MARK 4 IS A STANDARD DISK, STAMEPD HALEMANO NO 4
 TU1510'1927 1962 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 TU1510'WHICH IS FLUSH WITH THE GROUND.  IT IS 16.0 FEET NORTH-NORTHWEST
 TU1510'OF THE CENTER OF THE ROAD, 14.0 FEET SOUTH-SOUTHEAST OF THE EDGE
 TU1510'OF A FIELD AND 7-1/2 FEET NORTHEAST OF A HIGHWAY SIGN SLIPPERY
 TU1510'WHEN WET.
 TU1510'
 TU1510'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED HALEMANO 1927
 TU1510'1962 NO 5 1969, CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE
 TU1510'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 16.0 FEET
 TU1510'NORTH-NORTHWEST OF THE CENTER OF THE ROAD AND 12.0 FEET
 TU1510'SOUTH-SOUTHEAST OF THE EDGE OF THE FIELD.
 TU1510'
 TU1510'STATE SURVEY 6-7 (AZIMUTH MARK) IS A STATE OF HAWAII SURVEY DISK
 TU1510'STAMPED 6-7 1969.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 TU1510'WHICH IS FLUSH WITH THE GROUND.  IT IS ON THE EAST SIDE OF STATE
 TU1510'HIGHWAY 82 AND IS ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 TU1510'
 TU1510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1510'3.0 MILES NNW OF WAHIAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3472 ***********************************************************************
 TU3472  DESIGNATION -  HALENA
 TU3472  PID         -  TU3472
 TU3472  STATE/COUNTY-  HI/MAUI
 TU3472  USGS QUAD   -  ILIO POINT (1993)
 TU3472
 TU3472                         *CURRENT SURVEY CONTROL
 TU3472  ___________________________________________________________________
 TU3472* NAD 83(1993)-  21 06 02.55950(N)    157 14 51.14984(W)     ADJUSTED  
 TU3472* LOCAL TIDAL -       148.     (meters)     486.     (feet)  VERT ANG  
 TU3472  ___________________________________________________________________
 TU3472  EPOCH DATE  -        1993.62
 TU3472  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 TU3472  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU3472
 TU3472  HORZ ORDER  -  SECOND
 TU3472
 TU3472.The horizontal coordinates were established by classical geodetic methods
 TU3472.and adjusted by the National Geodetic Survey in December 1998..
 TU3472.The horizontal coordinates are valid at the epoch date displayed above.
 TU3472.The epoch date for horizontal control is a decimal equivalence
 TU3472.of Year/Month/Day.
 TU3472
 TU3472.The orthometric height was determined by vertical angle observations.
 TU3472.No vertical observational check was made to the station.
 TU3472
 TU3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3472
 TU3472.The geoid height was determined by GEOID03.
 TU3472
 TU3472;                    North         East     Units Scale Factor Converg.
 TU3472;SPC HI 2     -    85,066.282   439,648.043   MT  1.00001166   -0 12 32.9
 TU3472;UTM  04      - 2,334,296.070   682,029.637   MT  1.00000948   +0 37 51.9
 TU3472
 TU3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3472!SPC HI 2     -   0.99997426  x   1.00001166  =   0.99998592
 TU3472!UTM  04      -   0.99997426  x   1.00000948  =   0.99998374
 TU3472
 TU3472|---------------------------------------------------------------------|
 TU3472| PID    Reference Object                     Distance      Geod. Az  |
 TU3472|                                                           dddmmss.s |
 TU3472| TU3471 PBM HALEOLONO                        38.999 METERS 02518     |
 TU3472| CN5164 HALENA RM 1                          24.392 METERS 07514     |
 TU3472| TU3480 PUNAKUA 2                           APPROX. 2.6 KM 2631303.1 |
 TU3472| CN5165 HALENA RM 2                          24.760 METERS 30921     |
 TU3472|---------------------------------------------------------------------|
 TU3472
 TU3472                          SUPERSEDED SURVEY CONTROL
 TU3472
 TU3472  NAD 83(1986)-  21 06 02.51727(N)    157 14 51.10567(W) AD(       ) 2
 TU3472  OLD HI      -  21 06 13.96000(N)    157 15 01.23800(W) AD(       ) 2
 TU3472
 TU3472.Superseded values are not recommended for survey control.
 TU3472.NGS no longer adjusts projects to the OLD HI datum.
 TU3472.See file dsdata.txt to determine how the superseded data were derived.
 TU3472
 TU3472_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8203034296(NAD 83)
 TU3472_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU3472
 TU3472  HISTORY     - Date     Condition        Report By
 TU3472  HISTORY     - 1962     MONUMENTED       CGS
 TU3472  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3472
 TU3472                          STATION DESCRIPTION
 TU3472
 TU3472'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3472'STATION IS LOCATED, AIRLINE, ABOUT 3.75 MILES SOUTHWEST OF THE
 TU3472'TOWN OF MAUNA LOA, 4 MILES EAST-NORTHEAST OF LAAU POINT, 1.0 MILE
 TU3472'NORTH OF HALE O LONO POINT ON A SMALL CLEAR GRASSY KNOLL.  THIS
 TU3472'STATION WAS PLACE NEAR THE POINT THAT STATION WAIELL 3 WAS
 TU3472'LOCATED.
 TU3472'
 TU3472'TO REACH THE STATION FROM THE POST OFFICE IN MAUNA LOA, GO
 TU3472'WESTERLY ON STATE HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD
 TU3472'ON THE LEFT, TURN LEFT AND GO SOUTHWEST FOR 1.0 MILE TO A
 TU3472'T-JUNCTION.  TURN RIGHT AND GO WEST ON WIDE GRADED ROAD FOR 0.4
 TU3472'TO A FORK.  TAKE LEFT FORK, MAIN CINDERED ROAD, AND GO 0.5 MILE
 TU3472'TO FENCE CORNER ON LEFT.  CONTINUE AHEAD FOR 0.25 MILE TO
 TU3472'CINDERED SIDE ROAD LEFT, 0.1 MILE BEFORE A BLACK WATER TANK.
 TU3472'TURN LEFT AND GO SOUTHERLY 0.15 MILE TO FENCE CORNER ON LEFT.
 TU3472'CONTINUE SOUTHERLY ALONG FENCE FOR 0.6 MILE TO FORK.  TAKE LEFT
 TU3472'FORK THROUGH GATE THEN TAKE RIGHT FORK AND GO 0.15 MILE TO A
 TU3472'LOCK BOARD GATE.  PASS THROUGH GATE AND GO 0.15 MILE TO A FORK.
 TU3472'TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.35 MILE TO T-ROAD RIGHT.
 TU3472'TURN RIGHT AND GO 0.35 MILE TO THE STATION ON THE LEFT.  THE
 TU3472'STATION IS ABOUT 100 YARDS SOUTH OF THE ROAD ON FLAT GRASSY
 TU3472'KNOLL.
 TU3472'
 TU3472'THE STATION IS A STANDARD DISK STAMPED, HALENA 1962, SET IN THE
 TU3472'TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES, 3 FEET SOUTHEAST
 TU3472'OF A WHITE WITNESS POST.
 TU3472'
 TU3472'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, HALENA NO 1 1962,
 TU3472'CEMENTED IN A DRILL HOLE IN A ROUND BOULDER THAT PROJECTS 1 FOOT.
 TU3472'
 TU3472'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, HALENA NO 2 1962,
 TU3472'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.
 TU3472'
 TU3472'PBM HALEOLONO IS A STANDARD GEOLOGICAL SURVEY DISK CEMENTED IN A
 TU3472'DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.  STAMPED 487
 TU3472
 TU3472                          STATION RECOVERY (1968)
 TU3472
 TU3472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU3472'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TU3472'
 TU3472'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3472'3.7 MILES NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2129 ***********************************************************************
 TU2129  DESIGNATION -  HALONA
 TU2129  PID         -  TU2129
 TU2129  STATE/COUNTY-  HI/HAWAII
 TU2129  USGS QUAD   -  PAHOA NORTH (1997)
 TU2129
 TU2129                         *CURRENT SURVEY CONTROL
 TU2129  ___________________________________________________________________
 TU2129* NAD 83(1993)-  19 33 19.17570(N)    154 56 28.18125(W)     ADJUSTED  
 TU2129* LOCAL TIDAL -        99.6    (meters)     327.     (feet)  VERT ANG  
 TU2129  ___________________________________________________________________
 TU2129  EPOCH DATE  -        1993.62
 TU2129  LAPLACE CORR-         -17.51  (seconds)                    DEFLEC99
 TU2129  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU2129
 TU2129  HORZ ORDER  -  FIRST
 TU2129
 TU2129.The horizontal coordinates were established by classical geodetic methods
 TU2129.and adjusted by the National Geodetic Survey in December 1998..
 TU2129.The horizontal coordinates are valid at the epoch date displayed above.
 TU2129.The epoch date for horizontal control is a decimal equivalence
 TU2129.of Year/Month/Day.
 TU2129
 TU2129.The orthometric height was determined by vertical angle observations.
 TU2129
 TU2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2129
 TU2129.The geoid height was determined by GEOID03.
 TU2129
 TU2129;                    North         East     Units Scale Factor Converg.
 TU2129;SPC HI 1     -    80,013.682   558,642.058   MT  1.00000916   +0 11 13.4
 TU2129;UTM  05      - 2,163,429.987   296,349.832   MT  1.00011266   -0 38 59.9
 TU2129
 TU2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2129!SPC HI 1     -   0.99998190  x   1.00000916  =   0.99999106
 TU2129!UTM  05      -   0.99998190  x   1.00011266  =   1.00009455
 TU2129
 TU2129|---------------------------------------------------------------------|
 TU2129| PID    Reference Object                     Distance      Geod. Az  |
 TU2129|                                                           dddmmss.s |
 TU2129| CN5166 HALONA RM 1                           6.127 METERS 17549     |
 TU2129| CN5167 HALONA RM 2                           6.212 METERS 26027     |
 TU2129|---------------------------------------------------------------------|
 TU2129
 TU2129                          SUPERSEDED SURVEY CONTROL
 TU2129
 TU2129  NAD 83(1986)-  19 33 19.13807(N)    154 56 28.20656(W) AD(       ) 1
 TU2129  OLD HI      -  19 33 30.03494(N)    154 56 38.18519(W) AD(       ) 1
 TU2129
 TU2129.Superseded values are not recommended for survey control.
 TU2129.NGS no longer adjusts projects to the OLD HI datum.
 TU2129.See file dsdata.txt to determine how the superseded data were derived.
 TU2129
 TU2129_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9635063430(NAD 83)
 TU2129_MARKER: Z = SEE DESCRIPTION
 TU2129_SETTING: 0 = UNSPECIFIED SETTING
 TU2129
 TU2129  HISTORY     - Date     Condition        Report By
 TU2129  HISTORY     - 1978     MONUMENTED       USGS
 TU2129
 TU2129                          STATION DESCRIPTION
 TU2129
 TU2129'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (LAC)
 TU2129'THE STATION IS LOCATED ON A SMALL, FERN COVERED HILL, ABOUT 7
 TU2129'MILES SOUTHEAST OF KEAAU, 4 MILES NORTH OF PAHOA AND 4 MILES
 TU2129'WEST OF HONOLULU LANDING AND 2700 FEET SOUTHWEST OF AN OLD
 TU2129'RAILROAD GRADE.
 TU2129'
 TU2129'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 TU2129'AND 13, GO SOUTH ALONG HIGHWAY 13 FOR 6.7 MILES TO ROAD
 TU2129'INTERSECTION LEFT.  TURN LEFT AND GO EAST ON MAKUU DRIVE 1.85
 TU2129'MILES TO A FORK.  TAKE RIGHT FORK, KAAAHI ROAD, AND GO SOUTHEAST
 TU2129'0.55 MILE TO A POINT WHERE THE ROAD NARROWS, AND RUNS ALONG
 TU2129'THE TOP OF OLD RAILROAD GRADE, CONTINUE 1.1 MILES SOUTHEAST
 TU2129'TO A DIM ROAD ON THE RIGHT.  TURN RIGHT (A FOUR WHEEL DRIVE IS
 TU2129'NEEDED FROM THIS POINT) AND FOLLOW DIM ROAD SOUTHWEST FOR 0.7
 TU2129'MILE TO A SMALL HILL AND THE STATION SITE.
 TU2129'
 TU2129'THE STATION MARK IS A USGS ALUMINUM DISK, STAMPED HALONA 1958,
 TU2129'CEMENTED IN A DRILL HOLE IN SOLID PAHOEHOE LAVA AND IS 13 FEET WEST
 TU2129'OF 4 INCH OHIA TREE, ON A SMALL HILL.
 TU2129'
 TU2129'REFERENCE MARK 1 IS A USGS REFERENCE MARK DISK, STAMPED NO. 1
 TU2129'1958, CEMENTED IN A DRILL HOLE IN SOLID PAHOEHOE LAVA, 10 FEET
 TU2129'NORTH OF 4 INCH OHIA TREE AND IS ABOUT THE SAME ELEVATION AS THE
 TU2129'STATION MARK.
 TU2129'
 TU2129'REFERENCE MARK 2 IS A USGS REFERENCE MARK DISK, STAMPED NO. 2
 TU2129'1958, CEMENTED IN A DRILL HOLE IN SOLID PAHOEHOE LAVA AND IS
 TU2129'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TU2129'
 TU2129'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2129'
 TU2129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2129'4 MILES NORTH OF PAHOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2895 ***********************************************************************
 TU2895  DESIGNATION -  HAM
 TU2895  PID         -  TU2895
 TU2895  STATE/COUNTY-  HI/MAUI
 TU2895  USGS QUAD   -  MAKENA (1995)
 TU2895
 TU2895                         *CURRENT SURVEY CONTROL
 TU2895  ___________________________________________________________________
 TU2895* NAD 83(1993)-  20 36 55.22111(N)    156 26 14.75994(W)     ADJUSTED  
 TU2895* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2895  ___________________________________________________________________
 TU2895  EPOCH DATE  -        1993.62
 TU2895  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 TU2895  GEOID HEIGHT-          16.43  (meters)                     GEOID03
 TU2895
 TU2895  HORZ ORDER  -  THIRD
 TU2895
 TU2895.The horizontal coordinates were established by classical geodetic methods
 TU2895.and adjusted by the National Geodetic Survey in December 1998..
 TU2895.The horizontal coordinates are valid at the epoch date displayed above.
 TU2895.The epoch date for horizontal control is a decimal equivalence
 TU2895.of Year/Month/Day.
 TU2895
 TU2895.The orthometric height was scaled from a topographic map.
 TU2895
 TU2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2895
 TU2895.The geoid height was determined by GEOID03.
 TU2895
 TU2895;                    North         East     Units Scale Factor Converg.
 TU2895;SPC HI 2     -    31,236.733   523,893.262   MT  0.99997372   +0 04 50.6
 TU2895;UTM  04      - 2,281,680.923   767,068.289   MT  1.00048158   +0 54 10.1
 TU2895
 TU2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2895!SPC HI 2     -   0.99999726  x   0.99997372  =   0.99997098
 TU2895!UTM  04      -   0.99999726  x   1.00048158  =   1.00047884
 TU2895
 TU2895:                Primary Azimuth Mark                     Grid Az
 TU2895:SPC HI 2     -  JOE                                      206 19 22.1
 TU2895:UTM  04      -  JOE                                      205 30 02.6
 TU2895
 TU2895|---------------------------------------------------------------------|
 TU2895| PID    Reference Object                     Distance      Geod. Az  |
 TU2895|                                                           dddmmss.s |
 TU2895| TU2898 JOE                                 APPROX. 0.6 KM 2062412.7 |
 TU2895| TU2924 MAUI RADIO RANGE TOWER              APPROX. 2.0 KM 3363123.1 |
 TU2895|---------------------------------------------------------------------|
 TU2895
 TU2895                          SUPERSEDED SURVEY CONTROL
 TU2895
 TU2895  NAD 83(1986)-  20 36 55.19463(N)    156 26 14.75139(W) AD(       ) 3
 TU2895  OLD HI      -  20 37 06.66400(N)    156 26 24.89300(W) AD(       ) 3
 TU2895
 TU2895.Superseded values are not recommended for survey control.
 TU2895.NGS no longer adjusts projects to the OLD HI datum.
 TU2895.See file dsdata.txt to determine how the superseded data were derived.
 TU2895
 TU2895_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6706881681(NAD 83)
 TU2895
 TU2895  HISTORY     - Date     Condition        Report By
 TU2895  HISTORY     - UNK      MONUMENTED
 TU2895  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2895
 TU2895                          STATION DESCRIPTION
 TU2895
 TU2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2895'STATION IS BELIEVED TO HAVE BEEN ONLY TEMPORARILY MARKED AND
 TU2895'NOW LOST.  EXACT POINT OF STATION WAS DETERMINED BY SETTING ON
 TU2895'OLD ANGLES WITH A THEODOLITE, BUT NO MARK WAS FOUND.  STATION
 TU2895'WAS A 3RD-ORDER POINT ESTABLISHED FOR HYDROGRAPHIC SURVEY CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1935 ***********************************************************************
 TU1935  DESIGNATION -  HAN 1910
 TU1935  PID         -  TU1935
 TU1935  STATE/COUNTY-  HI/KAUAI
 TU1935  USGS QUAD   -  KAPAA (1996)
 TU1935
 TU1935                         *CURRENT SURVEY CONTROL
 TU1935  ___________________________________________________________________
 TU1935* NAD 83(1993)-  21 59 55.72114(N)    159 19 57.49365(W)     ADJUSTED  
 TU1935* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1935  ___________________________________________________________________
 TU1935  EPOCH DATE  -        1993.62
 TU1935  LAPLACE CORR-         -13.95  (seconds)                    DEFLEC99
 TU1935  GEOID HEIGHT-          15.18  (meters)                     GEOID03
 TU1935
 TU1935  HORZ ORDER  -  THIRD
 TU1935
 TU1935.The horizontal coordinates were established by classical geodetic methods
 TU1935.and adjusted by the National Geodetic Survey in December 1998..
 TU1935.The horizontal coordinates are valid at the epoch date displayed above.
 TU1935.The epoch date for horizontal control is a decimal equivalence
 TU1935.of Year/Month/Day.
 TU1935
 TU1935.The orthometric height was scaled from a topographic map.
 TU1935
 TU1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1935
 TU1935.The geoid height was determined by GEOID03.
 TU1935
 TU1935;                    North         East     Units Scale Factor Converg.
 TU1935;SPC HI 4     -    18,332.519   517,282.239   MT  0.99999369   +0 03 45.7
 TU1935;UTM  04      - 2,432,732.734   465,664.489   MT  0.99961457   -0 07 28.6
 TU1935
 TU1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1935!SPC HI 4     -   0.99999730  x   0.99999369  =   0.99999099
 TU1935!UTM  04      -   0.99999730  x   0.99961457  =   0.99961187
 TU1935
 TU1935                          SUPERSEDED SURVEY CONTROL
 TU1935
 TU1935  NAD 83(1986)-  21 59 55.69894(N)    159 19 57.54681(W) AD(       ) 3
 TU1935  OLD HI      -  22 00 07.03000(N)    159 20 07.61000(W) AD(       ) 3
 TU1935
 TU1935.Superseded values are not recommended for survey control.
 TU1935.NGS no longer adjusts projects to the OLD HI datum.
 TU1935.See file dsdata.txt to determine how the superseded data were derived.
 TU1935
 TU1935_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6566432733(NAD 83)
 TU1935
 TU1935  HISTORY     - Date     Condition        Report By
 TU1935  HISTORY     - 1910     MONUMENTED       CGS
 TU1935  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1935  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1935  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU1935  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1935
 TU1935                          STATION DESCRIPTION
 TU1935
 TU1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1935'ON EAST COAST OF KAUAI, ON ROUNDING POINT AT NORTH SIDE OF
 TU1935'ENTRANCE TO HANAMAULU BAY, ABOUT 15 FEET BACK FROM AND 10 FEET
 TU1935'ABOVE HIGH-WATER MARK.  MARKED BY 3/4-INCH DRILL HOLE NEAR
 TU1935'OUTER END OF FLAT TOPPED ROCK, 7 BY 10 FEET IN SIZE.  THE STATION
 TU1935'IS 3.2 FEET WEST OF FLAG NO. 2 OF MORAINES SURVEY OF HANAMAULU
 TU1935'BAY.
 TU1935
 TU1935                          STATION RECOVERY (1958)
 TU1935
 TU1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1935'A DRILL HOLE WAS FOUND IN A FLAT ROCK ON THE ROUNDING POINT AT
 TU1935'NORTH SIDE OF ENTRANCE TO HANAMAULU BAY.  NO CHECK ANGLES WERE
 TU1935'TAKEN.  THE DRILL HOLE HAD CRACKED THE ROCK IN THREE PLACES.  IT
 TU1935'IS DOUBTFUL IF THIS IS THE STATION.
 TU1935
 TU1935                          STATION RECOVERY (1965)
 TU1935
 TU1935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1935'AN ATTEMPT WAS MADE TO LOCATE THE POINT BY CHECK ANGLE BUT NO
 TU1935'DRILL HOLE COULD BE FOUND.  IT IS BELIEVED THAT THE STATION
 TU1935'HAS BEEN DESTROYED.
 TU1935
 TU1935                          STATION RECOVERY (1984)
 TU1935
 TU1935'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1935'APPARENTLY DESTROYED.  NO TRACE WAS FOUND 11/30/84.
 TU1935
 TU1935                          STATION RECOVERY (1998)
 TU1935
 TU1935'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3175 ***********************************************************************
 TU3175  DESIGNATION -  HANA 1963
 TU3175  PID         -  TU3175
 TU3175  STATE/COUNTY-  HI/MAUI
 TU3175  USGS QUAD   -  
 TU3175
 TU3175                         *CURRENT SURVEY CONTROL
 TU3175  ___________________________________________________________________
 TU3175* NAD 83(1993)-  20 30 51.99468(N)    156 40 31.74396(W)     ADJUSTED  
 TU3175* LOCAL TIDAL -        58.4    (meters)     192.     (feet)  VERT ANG  
 TU3175  ___________________________________________________________________
 TU3175  EPOCH DATE  -        1993.62
 TU3175  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 TU3175  GEOID HEIGHT-          15.10  (meters)                     GEOID03
 TU3175
 TU3175  HORZ ORDER  -  SECOND
 TU3175
 TU3175.The horizontal coordinates were established by classical geodetic methods
 TU3175.and adjusted by the National Geodetic Survey in December 1998..
 TU3175.The horizontal coordinates are valid at the epoch date displayed above.
 TU3175.The epoch date for horizontal control is a decimal equivalence
 TU3175.of Year/Month/Day.
 TU3175
 TU3175.The orthometric height was determined by vertical angle observations.
 TU3175
 TU3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3175
 TU3175.The geoid height was determined by GEOID03.
 TU3175
 TU3175;                    North         East     Units Scale Factor Converg.
 TU3175;SPC HI 2     -    20,049.936   499,080.312   MT  0.99996668   -0 00 11.1
 TU3175;UTM  04      - 2,270,135.123   742,407.302   MT  1.00032628   +0 48 54.0
 TU3175
 TU3175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3175!SPC HI 2     -   0.99998845  x   0.99996668  =   0.99995513
 TU3175!UTM  04      -   0.99998845  x   1.00032628  =   1.00031472
 TU3175
 TU3175:                Primary Azimuth Mark                     Grid Az
 TU3175:SPC HI 2     -  ERR 2                                    297 03 26.0
 TU3175:UTM  04      -  ERR 2                                    296 14 20.9
 TU3175
 TU3175|---------------------------------------------------------------------|
 TU3175| PID    Reference Object                     Distance      Geod. Az  |
 TU3175|                                                           dddmmss.s |
 TU3175| TU3188 ERR 2                               APPROX. 2.3 KM 2970314.9 |
 TU3175|---------------------------------------------------------------------|
 TU3175
 TU3175                          SUPERSEDED SURVEY CONTROL
 TU3175
 TU3175  NAD 83(1986)-  20 30 51.97442(N)    156 40 31.73291(W) AD(       ) 2
 TU3175  OLD HI      -  20 31 03.42170(N)    156 40 41.89590(W) AD(       ) 2
 TU3175
 TU3175.Superseded values are not recommended for survey control.
 TU3175.NGS no longer adjusts projects to the OLD HI datum.
 TU3175.See file dsdata.txt to determine how the superseded data were derived.
 TU3175
 TU3175_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4240770135(NAD 83)
 TU3175
 TU3175  HISTORY     - Date     Condition        Report By
 TU3175  HISTORY     - 1963     MONUMENTED       CGS
 TU3175
 TU3175                          STATION DESCRIPTION
 TU3175
 TU3175'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3175'STATION IS ON THE WEST END OF KAHOOLAWE ISLAND ON A SMALL HILL
 TU3175'ABOUT 1/2 MILE EAST OF SMUGGLER COVE.
 TU3175'
 TU3175'STATION IS BEST REACHED BY MAKING A SKIFF LANDING IN SMUGGLER
 TU3175'COVE THEN PACKING NORTHEAST ALONG THE OLD ROAD FOR ABOUT 1/2
 TU3175'MILE.  THE STATION IS ABOUT 200 YARDS SOUTHEAST OF THE ROAD AT
 TU3175'THIS POINT AND CAN BE SEEN FROM THE ROAD.  THE STATION CAN ALSO
 TU3175'BE SEEN FROM SMUGGLER COVE.
 TU3175'
 TU3175'THE STATION IS THE CENTER OF A 4-1/2 INCH IRON POLE WHICH IS ON
 TU3175'TOP OF AND EXTENDS 4.88 METERS ABOVE A CONCRETE LOOKOUT POST.  THE
 TU3175'LOOKOUT POST IS 4.63 METERS BY 4.56 METERS WITH THE LONGER AXIS
 TU3175'APPROXIMATELY NORTH AND SOUTH.  IT IS 5.65 METERS HIGH AND HAS A
 TU3175'RING AROUND THE TOP WHICH IS 5.20 X 5.20 METERS AND 0.30 METERS
 TU3175'THICK.  THE TOP OF THE BUILDING IS COVERED WITH TAR AND CRUSHED
 TU3175'GRAVEL.  A METAL LADDER IS LOCATED ON THE NORTH SIDE OF THE
 TU3175'BUILDING NEAR THE NORTHWEST CORNER.  THREE METERS WEST OF THE
 TU3175'LOOKOUT POST IS A SECOND, SMALLER CONCRETE BUILDING.  LARGE
 TU3175'ROCKS ARE STACKED AROUND THE SOUTH, WEST, AND NORTH SIDES AND ON
 TU3175'TOP OF THIS SECOND BUILDING.  TO THE NORTH OF THE LOOKOUT
 TU3175'POST ARE LOCATED THREE POWER LINE TYPE POLES EACH ABOUT 30
 TU3175'FEET HIGH.  THE THREE POLES ARE LOCATED SUCH THAT THEY FORM A
 TU3175'TRIANGLE.  THE SOUTHERN MOST POLE IS ONE METER NORTH OF THE
 TU3175'LOOKOUT POST.  THE SECOND POLE IS NORTHWEST OF THE FIRST AT A
 TU3175'DISTANCE OF ABOUT 50 METERS.  THE THIRD POLE IS NORTHEAST OF
 TU3175'THE FIRST AT A DISTANCE OF ABOUT 50 METERS.
 TU3175'
 TU3175'THE IRON POLE WHICH FORMS THE STATION IS PAINTED WITH ORANGE
 TU3175'AND WHITE STRIPES.  THERE ARE 11 METAL STEPS ON THE POLE WITH A
 TU3175'RED LIGHT AT THE TOP.  THIS LIGHT WAS OBSERVED.
 TU3175'
 TU3175'THERE ARE NO REFERENCE MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2778 ***********************************************************************
 TU2778  DESIGNATION -  HANA NW BASE RESET
 TU2778  PID         -  TU2778
 TU2778  STATE/COUNTY-  HI/MAUI
 TU2778  USGS QUAD   -  HANA (1983)
 TU2778
 TU2778                         *CURRENT SURVEY CONTROL
 TU2778  ___________________________________________________________________
 TU2778* NAD 83(1993)-  20 47 56.39380(N)    156 02 19.85784(W)     ADJUSTED  
 TU2778* LOCAL TIDAL -        21.0    (meters)      69.     (feet)  VERT ANG  
 TU2778  ___________________________________________________________________
 TU2778  EPOCH DATE  -        1993.62
 TU2778  LAPLACE CORR-         -12.70  (seconds)                    DEFLEC99
 TU2778  GEOID HEIGHT-          14.45  (meters)                     GEOID03
 TU2778
 TU2778  HORZ ORDER  -  FIRST
 TU2778
 TU2778.The horizontal coordinates were established by classical geodetic methods
 TU2778.and adjusted by the National Geodetic Survey in December 1998..
 TU2778.The horizontal coordinates are valid at the epoch date displayed above.
 TU2778.The epoch date for horizontal control is a decimal equivalence
 TU2778.of Year/Month/Day.
 TU2778
 TU2778.The orthometric height was determined by vertical angle observations.
 TU2778
 TU2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2778
 TU2778.The geoid height was determined by GEOID03.
 TU2778
 TU2778;                    North         East     Units Scale Factor Converg.
 TU2778;SPC HI 2     -    51,679.878   565,360.207   MT  1.00001944   +0 13 22.6
 TU2778;UTM  04      - 2,302,732.816   808,262.317   MT  1.00077453   +1 03 08.3
 TU2778;UTM  05      - 2,302,883.449   183,643.426   MT  1.00083704   -1 04 47.9
 TU2778
 TU2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2778!SPC HI 2     -   0.99999443  x   1.00001944  =   1.00001387
 TU2778!UTM  04      -   0.99999443  x   1.00077453  =   1.00076895
 TU2778!UTM  05      -   0.99999443  x   1.00083704  =   1.00083146
 TU2778
 TU2778|---------------------------------------------------------------------|
 TU2778| PID    Reference Object                     Distance      Geod. Az  |
 TU2778|                                                           dddmmss.s |
 TU2778| CN5168 HANA NW BASE RM 3                    10.608 METERS 00750     |
 TU2778| CN5170 HANA NW BASE RM 1                     8.970 METERS 15459     |
 TU2778| CN5169 HANA NW BASE RM 4                     7.873 METERS 18853     |
 TU2778| CN5171 HANA NW BASE RM 2                     6.765 METERS 21704     |
 TU2778| TU2786 PUU HINAI 2                         APPROX. 2.7 KM 2312254.4 |
 TU2778|---------------------------------------------------------------------|
 TU2778
 TU2778                          SUPERSEDED SURVEY CONTROL
 TU2778
 TU2778  NAD 83(1986)-  20 47 56.36183(N)    156 02 19.87294(W) AD(       ) 1
 TU2778  OLD HI      -  20 48 07.90000(N)    156 02 29.95300(W) AD(       ) 1
 TU2778
 TU2778.Superseded values are not recommended for survey control.
 TU2778.NGS no longer adjusts projects to the OLD HI datum.
 TU2778.See file dsdata.txt to determine how the superseded data were derived.
 TU2778
 TU2778_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ0826202733(NAD 83)
 TU2778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2778
 TU2778  HISTORY     - Date     Condition        Report By
 TU2778  HISTORY     - 1950     MONUMENTED       CGS
 TU2778  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2778  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2778
 TU2778                          STATION DESCRIPTION
 TU2778
 TU2778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2778'LOCATED NEAR THE EASTERN END OF EAST MAUI, IN LAND OF
 TU2778'HOMOMALE, ABOUT 5 MILES, AIRLINE, WEST NORTHWEST OF HANA AND
 TU2778'ABOUT 0.4 MILES IN FROM THE COAST, IN THE NORTHWEST CORNER OF
 TU2778'OPEN PASTURE LAND OF THE HANA RANCH CO.  THE STATION IS 22
 TU2778'FEET EAST OF A ROCK POINT AND FENCE AND 15 FEET WEST OF A
 TU2778'CREEK BANK.
 TU2778'
 TU2778'STATION IS A STANDARD DISK SET IN A SQUARE TOPPED CONCRETE
 TU2778'POST PROJECTING 4 INCHES.  STAMPED HANA N W BASE 1950.
 TU2778'
 TU2778'REFERENCE MARK NO. 1 IS SOUTH SOUTHWEST OF THE STATION.  A
 TU2778'STANDARD DISK SET IN ROCK OUTCROP PROJECTING 18 INCHES ABOVE
 TU2778'THE PASTURE LAND.  STAMPED HANA N W BASE NO 1 1950.
 TU2778'
 TU2778'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  A STANDARD DISK
 TU2778'SET IN A ROCK LEDGE 3 FEET ABOVE THE GROUND, AT THE END OF A
 TU2778'ROCK FENCE.
 TU2778'
 TU2778'TO REACH FROM THE POST OFFICE AT HANA--GO WESTERLY ON THE
 TU2778'COAST HIGHWAY FOR 3.8 MILES TO THE WEST EDGE OF KAELEKU
 TU2778'VILLAGE, TURN RIGHT ON TRACK ROAD AT ELEVATED GREEN TANK AND
 TU2778'GO 1.6 MILES, KEEP AHEAD BETWEEN TWO LARGE MANGO TREES, CROSS
 TU2778'CREEK, AND GO NORTHERLY ALONG LEFT SIDE OF FENCE FOR 0.1 MILES
 TU2778'TO STATION.
 TU2778'
 TU2778'THE UNDERGROUND MARK IS STANDARD DISK STAMPED HANA NW BASE
 TU2778'1950 SET IN CONCRETE 36 INCHES BELOW THE SURFACE.
 TU2778'
 TU2778'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 TU2778
 TU2778                          STATION RECOVERY (1961)
 TU2778
 TU2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2778'AFTER A TWO HOUR SEARCH, THE STATION WAS FOUND TILTED ON ITS
 TU2778'SIDE IN THE APPROXIMATE POSITION INDICATED IN THE
 TU2778'DESCRIPTION.  AN ATTEMPT WAS MADE TO FIND THE REFERENCE MARKS
 TU2778'BUT THEY COULD NOT BE LOCATED DUE TO THE LACK OF AN AZIMUTH LINE
 TU2778'(THE BASE LINE IS BLOCKED BY BRUSH AND TREE).  HEAVY RAINS
 TU2778'PREVENTED THE FURTHER SEARCH FOR THE MARKS.
 TU2778
 TU2778                          STATION RECOVERY (1968)
 TU2778
 TU2778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2778'SOME BULLDOZING WAS DONE IN THE PAST AND NONE OF THE MARKS
 TU2778'COULD BE FOUND, SO A POINT WAS ESTABLISHED IN THE VICINITY BY
 TU2778'TRIANGULATION, AND THE STATION POINT DETERMINED BY INVERSE FROM
 TU2778'THIS.  DIGGING UNCOVERED THE STATION MARK, BUT LAYING ON A
 TU2778'TILT, SO IT WAS REMOVED AND THE UNDERGROUND MARK WAS
 TU2778'RECOVERED.  THE CONCRETE MONUMENT, WITH THE SURFACE MARK, WAS
 TU2778'THEN PLUMBED BACK OVER THE UNDERGROUND MARK AND RE-ENFORCED
 TU2778'WITH A LARGE MASS OF STONES AND CONCRETE.  TWO NEW REFERENCE
 TU2778'MARKS WERE SET AND A WITNESS POST SET.  NOTE--RM NO. 1 WAS
 TU2778'LATER FOUND, IN A PIECE OF ROCK LAYING LOOSE ON THE GROUND,
 TU2778'A CONSIDERABLE DISTANCE FROM ORIGINAL LOCATION, AND WAS
 TU2778'REMOVED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2778'
 TU2778'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF HANA AND
 TU2778'1-1/4 MILES WEST OF THE HANA AIRPORT, ALONG THE SOUTHWEST SIDE
 TU2778'OF A TRACK ROAD AND ACROSS A DRY STREAM BED FROM THE TRACK
 TU2778'ROAD, IN THE NORTHWEST POINT OF A LONG, NARROW PASTURE AREA.
 TU2778'
 TU2778'TO REACH STATION FROM THE POST OFFICE IN HANA, GO WEST ON
 TU2778'STATE HIGHWAY 36 FOR 3.8 MILES.  TAKE RIGHT FORK, BY OLD
 TU2778'HOUSE, AND GO 0.1 MILE TO CATTLEGUARD.  CONTINUE ON FIELD ROAD
 TU2778'FOR 1.4 MILES.  CROSS STREAM BED AND CONTINUE FOR 0.1 MILE TO
 TU2778'STATION ON LEFT, ACROSS STREAM BED.
 TU2778'
 TU2778'STATION MARK IS A STANDARD DISK, STAMPED HANA NW BASE 1950, SET
 TU2778'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING
 TU2778'6 INCHES FROM GROUND.  IT IS 9 FEET SOUTH OF STREAM BANK, 49
 TU2778'FEET SOUTH OF THE TRACK ROAD, 13 FEET NORTH OF A 4-FOOT ROCK
 TU2778'POINT, 41 FEET WEST-NORTHWEST OF THE NORTHERNMOST TREE OF A
 TU2778'ROW OF BREADFRUIT TREES, AND 3 FEET WEST OF A WHITE WITNESS
 TU2778'POST.
 TU2778'
 TU2778'UNDERGROUND MARK IS A STANDARD DISK STAMPED HANA NW BASE
 TU2778'1950, SET IN A MASS OF CONCRETE ABOUT 32 INCHES BELOW
 TU2778'GROUND LEVEL.
 TU2778'
 TU2778'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED HANA
 TU2778'NW BASE 1950 NO 3 1968, CEMENTED IN A DRILL HOLE IN A BOULDER
 TU2778'PROJECTING 1 FOOT FROM GROUND.  IT IS 15 FEET SOUTH OF CENTER
 TU2778'LINE OF ROAD, 7 FEET NORTHWEST OF A LARGE KUKUI TREE AND 10
 TU2778'INCHES HIGHER THAN STATION MARK.
 TU2778'
 TU2778'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED HANA
 TU2778'NW BASE 1950 NO 4 1968, CEMENTED IN A DRILL HOLE IN A 4 X 6-FOOT
 TU2778'ROCK CHUNK PROJECTING 3 FEET FROM GROUND.  IT IS UP ON A
 TU2778'SMALL RAISED AREA, 18 FEET WEST OF THE NORTHERNMOST
 TU2778'BREADFRUIT TREE AND 5 FEET HIGHER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2776 ***********************************************************************
 TU2776  DESIGNATION -  HANA SE BASE
 TU2776  PID         -  TU2776
 TU2776  STATE/COUNTY-  HI/MAUI
 TU2776  USGS QUAD   -  HANA (1983)
 TU2776
 TU2776                         *CURRENT SURVEY CONTROL
 TU2776  ___________________________________________________________________
 TU2776* NAD 83(1993)-  20 47 04.85505(N)    156 01 27.07227(W)     ADJUSTED  
 TU2776* LOCAL TIDAL -        91.4    (meters)     300.     (feet)  VERT ANG  
 TU2776  ___________________________________________________________________
 TU2776  EPOCH DATE  -        1993.62
 TU2776  LAPLACE CORR-         -13.79  (seconds)                    DEFLEC99
 TU2776  GEOID HEIGHT-          14.48  (meters)                     GEOID03
 TU2776
 TU2776  HORZ ORDER  -  FIRST
 TU2776
 TU2776.The horizontal coordinates were established by classical geodetic methods
 TU2776.and adjusted by the National Geodetic Survey in December 1998..
 TU2776.The horizontal coordinates are valid at the epoch date displayed above.
 TU2776.The epoch date for horizontal control is a decimal equivalence
 TU2776.of Year/Month/Day.
 TU2776
 TU2776.The orthometric height was determined by vertical angle observations.
 TU2776
 TU2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2776
 TU2776.The geoid height was determined by GEOID03.
 TU2776
 TU2776;                    North         East     Units Scale Factor Converg.
 TU2776;SPC HI 2     -    50,100.843   566,893.050   MT  1.00002194   +0 13 40.8
 TU2776;UTM  04      - 2,301,174.945   809,819.031   MT  1.00078643   +1 03 24.6
 TU2776;UTM  05      - 2,301,268.672   185,141.194   MT  1.00082535   -1 04 26.5
 TU2776
 TU2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2776!SPC HI 2     -   0.99998336  x   1.00002194  =   1.00000530
 TU2776!UTM  04      -   0.99998336  x   1.00078643  =   1.00076978
 TU2776!UTM  05      -   0.99998336  x   1.00082535  =   1.00080869
 TU2776
 TU2776|---------------------------------------------------------------------|
 TU2776| PID    Reference Object                     Distance      Geod. Az  |
 TU2776|                                                           dddmmss.s |
 TU2776| CN5175 HANA SE BASE RM 3                     8.319 METERS 06235     |
 TU2776| CN5173 HANA SE BASE AZ MK                                 0932529.2 |
 TU2776| CN5174 HANA SE BASE RM 1                    13.501 METERS 14101     |
 TU2776| CN5172 HANA SE BASE RM 2                     6.333 METERS 22957     |
 TU2776|---------------------------------------------------------------------|
 TU2776
 TU2776                          SUPERSEDED SURVEY CONTROL
 TU2776
 TU2776  NAD 83(1986)-  20 47 04.82257(N)    156 01 27.08894(W) AD(       ) 1
 TU2776  OLD HI      -  20 47 16.35700(N)    156 01 37.16600(W) AD(       ) 1
 TU2776
 TU2776.Superseded values are not recommended for survey control.
 TU2776.NGS no longer adjusts projects to the OLD HI datum.
 TU2776.See file dsdata.txt to determine how the superseded data were derived.
 TU2776
 TU2776_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ0981901175(NAD 83)
 TU2776_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2776_SETTING: 66 = SET IN ROCK OUTCROP
 TU2776
 TU2776  HISTORY     - Date     Condition        Report By
 TU2776  HISTORY     - 1950     MONUMENTED       CGS
 TU2776  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2776  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2776  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2776
 TU2776                          STATION DESCRIPTION
 TU2776
 TU2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2776'THE STATION IS LOCATED IN OPEN PASTURE LAND AND LIES ABOUT
 TU2776'3 MILES NORTHWEST OF HANA, ABOUT 0.1 MILE NORTHWEST OF KAELEKU
 TU2776'CAMP, ABOUT 100 YARDS WEST OF A WIRE FENCE, ABOUT 200 FEET SOUTH
 TU2776'OF A TRACK ROAD AND 40 FEET SOUTH OF THE HIGHEST GROUND IN THE
 TU2776'VICINITY.
 TU2776'
 TU2776'THE STATION IS A STANDARD DISK, STAMPED HANA SE BASE 1950, SET
 TU2776'INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF
 TU2776'THE GROUND.
 TU2776'
 TU2776'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HANA SE
 TU2776'BASE NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER.
 TU2776'
 TU2776'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HANA SE
 TU2776'BASE NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER.
 TU2776
 TU2776                          STATION RECOVERY (1961)
 TU2776
 TU2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2776'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2776'CONDITION AS DESCRIBED.  KAELEKU CAMP IS NOW DESERTED.  THE
 TU2776'DESCRIPTION IS ADEQUATE AND COMPLETE.
 TU2776
 TU2776                          STATION RECOVERY (1968)
 TU2776
 TU2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2776'STATION MARK AND R.M. NO. 1 WERE RECOVERED IN GOOD
 TU2776'CONDITION.  R.M. NO. 2 WAS FOUND DESTROYED.  A NEW REFERENCE
 TU2776'MARK AND AN AZIMUTH MARK WERE ESTABLISHED.  A CAIRN WAS BUILT
 TU2776'AROUND THE STATION MARK.
 TU2776'
 TU2776'STATION IS LOCATED ABOUT 3-1/4 MILES NORTHWEST OF HANA, 1
 TU2776'MILE SOUTHWEST OF THE HANA AIRPORT, AND ABOUT 425 FEET NORTH
 TU2776'OF STATE HIGHWAY 36, IN OPEN PASTURE LAND.
 TU2776'
 TU2776'TO REACH STATION FROM THE POST OFFICE IN HANA, GO WEST ON
 TU2776'STATE HIGHWAY 36 FOR 3.4 MILES TO JUNCTION WITH THE AIRPORT
 TU2776'ROAD.  CONTINUE AHEAD FOR 0.4 MILE TO FORK AT OLD HOUSE ON
 TU2776'RIGHT.  TAKE RIGHT FORK AND GO 0.1 MILE TO CATTLEGUARD.  CONTINUE
 TU2776'ON FIELD ROAD FOR 0.05 MILE, THEN TURN LEFT AND GO CROSS-COUNTRY
 TU2776'FOR 179 FEET TO STATION.
 TU2776'
 TU2776'STATION MARK IS A STANDARD DISK STAMPED HANA SE BASE
 TU2776'1950, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 TU2776'GROUND.  IT IS 30 FEET NORTH OF A SLIGHTLY HIGHER, GRASSY
 TU2776'KNOLL, 327 FEET NORTHWEST OF THE CATTLEGUARD, AND 179 FEET
 TU2776'SOUTHWEST OF CENTER LINE OF THE TRACK ROAD.
 TU2776'
 TU2776'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HANA
 TU2776'SE BASE NO 1 1950, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH
 TU2776'WITH GROUND, 1 FOOT HIGHER THAN STATION MARK, AND USUALLY
 TU2776'HIDDEN BY TURF.
 TU2776'
 TU2776'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED HANA
 TU2776'SE BASE NO 3 1950 1968, CEMENTED IN A DRILL HOLE IN A 16-INCH
 TU2776'BEDROCK OUTCROP PROJECTING 3 INCHES FROM GROUND.  IT IS ON A
 TU2776'SLIGHT KNOLL, 0.1 FOOT HIGHER THAN STATION MARK.
 TU2776'
 TU2776'AZIMUTH MARK IS A STANDARD DISK STAMPED HANA SE BASE 1950
 TU2776'1968, CEMENTED IN A DRILL HOLE IN BEDROCK ON TOP OF ROCK
 TU2776'KNOLL, OR BANK, ABOUT 8 FEET HIGH, ALONG WEST SIDE OF THE
 TU2776'AIRPORT ROAD.  IT IS 26 FEET WEST OF CENTER LINE OF ROAD, 9.6
 TU2776'FEET WEST OF A T-FENCE JUNCTION, 4 FEET NORTH OF THE FENCE
 TU2776'CROSSING THE KNOLL, 71 FEET NORTHWEST OF A POWER POLE, AND 75
 TU2776'YARDS SOUTH OF A GREEN WATER TANK.  TO REACH THE MARK FROM
 TU2776'JUNCTION OF STATE HIGHWAY 36 AND THE AIRPORT ROAD, GO NORTH ON
 TU2776'THE AIRPORT ROAD FOR 0.15 MILE TO MARK ON LEFT.
 TU2776
 TU2776                          STATION RECOVERY (1969)
 TU2776
 TU2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU2776'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU2776'WITH RM 1.  RM 2 WAS NOT FOUND.  RM 3 WAS RECOVERED IN GOOD
 TU2776'CONDITION.
 TU2776'
 TU2776'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2776'ABOUT 3 MILES N. W. OF HANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1947 ***********************************************************************
 TU1947  DESIGNATION -  HANAHANAPUNI 1910
 TU1947  PID         -  TU1947
 TU1947  STATE/COUNTY-  HI/KAUAI
 TU1947  USGS QUAD   -  WAIALEALE (1983)
 TU1947
 TU1947                         *CURRENT SURVEY CONTROL
 TU1947  ___________________________________________________________________
 TU1947* NAD 83(1993)-  22 03 12.79298(N)    159 25 32.47506(W)     ADJUSTED  
 TU1947* LOCAL TIDAL -       277.0    (meters)     909.     (feet)  VERT ANG  
 TU1947  ___________________________________________________________________
 TU1947  EPOCH DATE  -        1993.62
 TU1947  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 TU1947  GEOID HEIGHT-          16.65  (meters)                     GEOID03
 TU1947
 TU1947  HORZ ORDER  -  THIRD
 TU1947
 TU1947.The horizontal coordinates were established by classical geodetic methods
 TU1947.and adjusted by the National Geodetic Survey in December 1998..
 TU1947.The horizontal coordinates are valid at the epoch date displayed above.
 TU1947.The epoch date for horizontal control is a decimal equivalence
 TU1947.of Year/Month/Day.
 TU1947
 TU1947.The orthometric height was determined by vertical angle observations.
 TU1947
 TU1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1947
 TU1947.The geoid height was determined by GEOID03.
 TU1947
 TU1947;                    North         East     Units Scale Factor Converg.
 TU1947;SPC HI 4     -    24,386.507   507,670.707   MT  0.99999073   +0 01 40.4
 TU1947;UTM  04      - 2,438,815.876   456,076.400   MT  0.99962384   -0 09 35.4
 TU1947
 TU1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1947!SPC HI 4     -   0.99995385  x   0.99999073  =   0.99994458
 TU1947!UTM  04      -   0.99995385  x   0.99962384  =   0.99957771
 TU1947
 TU1947                          SUPERSEDED SURVEY CONTROL
 TU1947
 TU1947  NAD 83(1986)-  22 03 12.76233(N)    159 25 32.52180(W) AD(       ) 3
 TU1947  OLD HI      -  22 03 24.09100(N)    159 25 42.60000(W) AD(       ) 3
 TU1947
 TU1947.Superseded values are not recommended for survey control.
 TU1947.NGS no longer adjusts projects to the OLD HI datum.
 TU1947.See file dsdata.txt to determine how the superseded data were derived.
 TU1947
 TU1947_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5607638816(NAD 83)
 TU1947
 TU1947  HISTORY     - Date     Condition        Report By
 TU1947  HISTORY     - 1910     MONUMENTED       CGS
 TU1947  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1947  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 TU1947
 TU1947                          STATION DESCRIPTION
 TU1947
 TU1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1947'ON A LOW ROUNDED HEAVILY WOODED HILL OF THE SAME NAME, 4 MILES
 TU1947'NORTH OF KILOHANA CRATER.  STATION IS ON SOUTHEAST RIM OF LARGE
 TU1947'SHALLOW CRATER.  THE STATION MARK IS A FOREST RESERVE MONUMENT OF
 TU1947'THE TERRITORIAL GOVERNMENT.  IT CONSISTS OF A 3-INCH GAS PIPE
 TU1947'SET IN THE GROUND AND PROJECTING 1-1/2 FEET.  FITTING OVER THIS
 TU1947'IS A 4-INCH PIPE, 4 FEET LONG, PAINTED WHITE.
 TU1947
 TU1947                          STATION RECOVERY (1965)
 TU1947
 TU1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1947'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NOW MARKED BY A
 TU1947'HAWAII TERRITORY SURVEY DISK WHICH WAS SET IN 1930, REPLACING THE
 TU1947'ORIGINAL 3-INCH PIPE, AND HAS A TYPE B-1 SIGNAL CENTERED OVER IT,
 TU1947'ALSO BUILT IN 1930 BY THE HAWAII TERRITORIAL SURVEY.  A COMPLETE
 TU1947'DESCRIPTION FOLLOWS--
 TU1947'
 TU1947'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF LIHUE AND 7
 TU1947'MILES WEST SOUTHWEST OF KAPAA, ON A LOW, ROUNDED, HEAVILY-WOODED HIL
 TU1947'OF ABOUT 910 FEET ELEVATION, WHICH IS NOT TOO PROMINENT BECAUSE
 TU1947'IT RISES ONLY ABOUT 250 FEET ABOVE THE SURROUNDING
 TU1947'CANE-FIELDS.  THERE IS HIGH-TENSION LINE RUNNING OVER THE LOWER,
 TU1947'EAST SIDE OF HILL.
 TU1947'
 TU1947'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 56 IN
 TU1947'LIHUE, GO NORTH ON STATE HIGHWAY 56 FOR 0.5 MILE.  TURN LEFT ON
 TU1947'EHIKU ST. AND GO 0.25 MILE TO EDGE OF TOWN.  CONTINUE AHEAD ON
 TU1947'PAVED CANE-FIELD ROAD NORTHWEST FOR 1.7 MILES TO PAVED FORK.  TAKE
 TU1947'LEFT FORK AND GO 1.1 MILES TO DIAGONAL CROSSROAD AT EXPERIMENTAL
 TU1947'STATION.  CONTINUE AHEAD FOR 2.9 MILES TO HIGH-TENSION
 TU1947'LINE.  FOLLOW MAIN ROAD NORTH ALONG THE HIGH-TENSION LINE FOR 0.9
 TU1947'MILE TO A CROSS-ROAD.  GO LEFT, PASSING TO SOUTH SIDE OF
 TU1947'STATION HILL, FOR 0.4 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND
 TU1947'GO 0.35 MILE TO FORK WHERE CANE FIELDS SEPARATE.  TAKE
 TU1947'RIGHT FORK, UP ALONG EDGE OF FIELD ON HILLSIDE, FOR 0.25 MILE
 TU1947'TO END OF TRUCK TRAVEL WHERE ROAD GOES UP OVER A SMALL RISE.
 TU1947'PACK NORTHERLY UP HILL TO TOP AND STATION.  NOTE--A VERY
 TU1947'DIFFICULT PACK BECAUSE OF VERY DENSE FERNS AND BRUSH.
 TU1947'
 TU1947'STATION MARK IS AN UNSTAMPED HTS DISK SET IN CONCRETE 6 INCHES
 TU1947'BENEATH THE 6-FOOT-SQUARE, CONCRETE PLATFORM OF THE TYPE B-1
 TU1947'SIGNAL, ON HIGHEST POINT OF THE NARROW-TOPPED HILL.
 TU1947
 TU1947                          STATION RECOVERY (1997)
 TU1947
 TU1947'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3113 ***********************************************************************
 TU3113  DESIGNATION -  HANAKAOO RESET
 TU3113  PID         -  TU3113
 TU3113  STATE/COUNTY-  HI/MAUI
 TU3113  USGS QUAD   -  LAHAINA (1992)
 TU3113
 TU3113                         *CURRENT SURVEY CONTROL
 TU3113  ___________________________________________________________________
 TU3113* NAD 83(1993)-  20 55 21.54769(N)    156 40 50.21589(W)     ADJUSTED  
 TU3113* LOCAL TIDAL -       104.     (meters)     341.     (feet)  SCALED    
 TU3113  ___________________________________________________________________
 TU3113  EPOCH DATE  -        1993.62
 TU3113  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 TU3113  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU3113
 TU3113  HORZ ORDER  -  THIRD
 TU3113
 TU3113.The horizontal coordinates were established by classical geodetic methods
 TU3113.and adjusted by the National Geodetic Survey in December 1998..
 TU3113.No horizontal observational check was made to the station.
 TU3113.The horizontal coordinates are valid at the epoch date displayed above.
 TU3113.The epoch date for horizontal control is a decimal equivalence
 TU3113.of Year/Month/Day.
 TU3113
 TU3113.The orthometric height was scaled from a topographic map.
 TU3113
 TU3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3113
 TU3113.The geoid height was determined by GEOID03.
 TU3113
 TU3113;                    North         East     Units Scale Factor Converg.
 TU3113;SPC HI 2     -    65,242.690   498,549.034   MT  0.99996669   -0 00 17.9
 TU3113;UTM  04      - 2,315,331.611   741,224.258   MT  1.00031916   +0 49 43.2
 TU3113
 TU3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3113!SPC HI 2     -   0.99998112  x   0.99996669  =   0.99994781
 TU3113!UTM  04      -   0.99998112  x   1.00031916  =   1.00030027
 TU3113
 TU3113:                Primary Azimuth Mark                     Grid Az
 TU3113:SPC HI 2     -  LAINA                                    156 08 41.9
 TU3113:UTM  04      -  LAINA                                    155 18 40.8
 TU3113
 TU3113|---------------------------------------------------------------------|
 TU3113| PID    Reference Object                     Distance      Geod. Az  |
 TU3113|                                                           dddmmss.s |
 TU3113| TU3110 LAINA                               APPROX. 3.2 KM 1560824.0 |
 TU3113| CN5176 HANAKAOO RM 1                         3.961 METERS 17616     |
 TU3113| CN5177 HANAKAOO RM 2                         5.263 METERS 26753     |
 TU3113|---------------------------------------------------------------------|
 TU3113
 TU3113                          SUPERSEDED SURVEY CONTROL
 TU3113
 TU3113  NAD 83(1986)-  20 55 21.50596(N)    156 40 50.18970(W) AD(       ) 3
 TU3113  OLD HI      -  20 55 33.05800(N)    156 41 00.36900(W) AD(       ) 3
 TU3113
 TU3113.Superseded values are not recommended for survey control.
 TU3113.NGS no longer adjusts projects to the OLD HI datum.
 TU3113.See file dsdata.txt to determine how the superseded data were derived.
 TU3113
 TU3113_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4122415332(NAD 83)
 TU3113
 TU3113  HISTORY     - Date     Condition        Report By
 TU3113  HISTORY     - 1969     MONUMENTED       HIDT
 TU3113  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3113
 TU3113                          STATION DESCRIPTION
 TU3113
 TU3113'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3113'A 4-INCH, CHISELED CROSS IN BEDROCK WAS FOUND AT THE APPROXIMATE
 TU3113'LOCATION FOR THE STATION, AND SUBSEQUENT OBSERVATIONS PROVED IT
 TU3113'TO BE THE STATION.  IT WAS THEN RE-MARKED WITH A STANDARD DISK,
 TU3113'TWO REFERENCE MARKS WERE ESTABLISHED AND A WITNESS POST WAS SET.
 TU3113'
 TU3113'STATION IS LOCATED ABOUT 3 MILES NORTH OF LAHAINA, 3/4 MILE
 TU3113'SOUTH-SOUTHWEST OF PUUKOLII VILLAGE, AND 1 MILE EAST-SOUTHEAST OF
 TU3113'THE KAANAPALI HOTEL, ON THE SOUTH SIDE OF A CANE ROAD, ON A
 TU3113'BRUSH-COVERED RISE WHICH HAS A LONG ROW OF VERY LARGE BOULDERS
 TU3113'HIDDEN IN THE KOA BRUSH.
 TU3113'
 TU3113'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST ON
 TU3113'PAPALAUA STREET FOR 0.2.  TURN LEFT AND GO NORTH ON STATE HIGHWAY
 TU3113'30 FOR 1.25 MILES TO WAHIKULI STREET.  TURN RIGHT AND GO 0.3 MILE
 TU3113'TO CROSSROAD.  TURN LEFT AND FOLLOW MAIN CANE ROAD FOR 0.15
 TU3113'MILE.  TAKE RIGHT FORK AND CONTINUE FOR 1.9 MILES TO POWER POLE
 TU3113'NO. 66.  TURN RIGHT AND GO UPGRADE FOR 0.05 MILE TO STATION ON
 TU3113'RIGHT AT TOP OF GRADE.
 TU3113'
 TU3113'STATION MARK IS A STANDARD DISK STAMPED HANAKAOO HSS 1961 1969,
 TU3113'CEMENTED IN A DRILL HOLE AT THE CENTER OF THE ORIGINAL CROSS, IN A
 TU3113'4 X 10-FOOT BEDROCK OUTCROP PROJECTING 1 FOOT ABOVE GROUND.  IT
 TU3113'IS 165 FEET EAST FROM THE MAIN ROAD BY POWER POLE 66, 27 FEET
 TU3113'SOUTH OF CENTER LINE OF SIDE ROAD, 65 FEET WEST OF EAST END OF
 TU3113'THE BRUSH AND BOULDER ROW, 40 FEET NORTH OF A 16-INCH PIPELINE
 TU3113'AT EDGE OF CANE FIELD, 3.8 FEET SOUTH OF A WHITE WITNESS POST,
 TU3113'AND ACROSS ROAD FROM EAST END OF THE KOA BRUSH PATCH ON NORTH
 TU3113'SIDE OF ROAD.
 TU3113'
 TU3113'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HANAKAOO HSS
 TU3113'1961 NO 1 1969, CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE
 TU3113'BOULDER THAT PROJECTS 6 FEET ABOVE GROUND, AND IS 1 FOOT HIGHER
 TU3113'THAN STATION MARK.
 TU3113'
 TU3113'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HANAKAOO HSS
 TU3113'1961 NO 2 1969, CEMENTED IN A DRILL HOLE IN THE TOP OF A 6-FOOT
 TU3113'BOULDER THAT PROJECTS 4 FEET FROM THE GROUND.  IT IS AT SAME
 TU3113'ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2859 ***********************************************************************
 TU2859  DESIGNATION -  HANAKAUHI
 TU2859  PID         -  TU2859
 TU2859  STATE/COUNTY-  HI/MAUI
 TU2859  USGS QUAD   -  NAHIKU (1983)
 TU2859
 TU2859                         *CURRENT SURVEY CONTROL
 TU2859  ___________________________________________________________________
 TU2859* NAD 83(1993)-  20 44 05.99550(N)    156 10 45.91314(W)     ADJUSTED  
 TU2859* LOCAL TIDAL -      2715.     (meters)    8907.     (feet)  SCALED    
 TU2859  ___________________________________________________________________
 TU2859  EPOCH DATE  -        1993.62
 TU2859  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 TU2859  GEOID HEIGHT-          17.40  (meters)                     GEOID03
 TU2859
 TU2859  HORZ ORDER  -  THIRD
 TU2859
 TU2859.The horizontal coordinates were established by classical geodetic methods
 TU2859.and adjusted by the National Geodetic Survey in December 1998..
 TU2859.The horizontal coordinates are valid at the epoch date displayed above.
 TU2859.The epoch date for horizontal control is a decimal equivalence
 TU2859.of Year/Month/Day.
 TU2859
 TU2859.The orthometric height was scaled from a topographic map.
 TU2859
 TU2859.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2859
 TU2859.The geoid height was determined by GEOID03.
 TU2859
 TU2859;                    North         East     Units Scale Factor Converg.
 TU2859;SPC HI 2     -    44,543.707   550,746.844   MT  0.99999848   +0 10 21.0
 TU2859;UTM  04      - 2,295,380.964   793,743.293   MT  1.00066649   +0 59 57.6
 TU2859
 TU2859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2859!SPC HI 2     -   0.99957070  x   0.99999848  =   0.99956918
 TU2859!UTM  04      -   0.99957070  x   1.00066649  =   1.00023691
 TU2859
 TU2859                          SUPERSEDED SURVEY CONTROL
 TU2859
 TU2859  NAD 83(1986)-  20 44 05.95617(N)    156 10 45.92881(W) AD(       ) 3
 TU2859  OLD HI      -  20 44 17.41800(N)    156 10 56.04800(W) AD(       ) 3
 TU2859
 TU2859.Superseded values are not recommended for survey control.
 TU2859.NGS no longer adjusts projects to the OLD HI datum.
 TU2859.See file dsdata.txt to determine how the superseded data were derived.
 TU2859
 TU2859_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9374395381(NAD 83)
 TU2859_MARKER: Z = SEE DESCRIPTION
 TU2859_SETTING: 0 = UNSPECIFIED SETTING
 TU2859
 TU2859  HISTORY     - Date     Condition        Report By
 TU2859  HISTORY     - 1877     MONUMENTED       HIGS
 TU2859
 TU2859                          STATION DESCRIPTION
 TU2859
 TU2859'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2859'IN EASTERN PART OF EAST MAUI, IN KOOLAU DISTRICT, ON THE NORTH
 TU2859'SIDE OF HALEAKALA CRATER, ON THE SUMMIT OF THE RIDGE EAST OF
 TU2859'KOOLAU GAP.  MARKED BY A PILLAR OF STONES 10 FEET HIGH ON AN
 TU2859'ANCIENT PLATFORM.  DESTROYED IN 1884.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2858 ***********************************************************************
 TU2858  DESIGNATION -  HANAKAUHI 2 1950
 TU2858  PID         -  TU2858
 TU2858  STATE/COUNTY-  HI/MAUI
 TU2858  USGS QUAD   -  NAHIKU (1983)
 TU2858
 TU2858                         *CURRENT SURVEY CONTROL
 TU2858  ___________________________________________________________________
 TU2858* NAD 83(1993)-  20 44 05.95101(N)    156 10 45.86792(W)     ADJUSTED  
 TU2858* LOCAL TIDAL -      2715.0    (meters)    8907.     (feet)  VERT ANG  
 TU2858  ___________________________________________________________________
 TU2858  EPOCH DATE  -        1993.62
 TU2858  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 TU2858  GEOID HEIGHT-          17.40  (meters)                     GEOID03
 TU2858
 TU2858  HORZ ORDER  -  SECOND
 TU2858
 TU2858.The horizontal coordinates were established by classical geodetic methods
 TU2858.and adjusted by the National Geodetic Survey in December 1998..
 TU2858.The horizontal coordinates are valid at the epoch date displayed above.
 TU2858.The epoch date for horizontal control is a decimal equivalence
 TU2858.of Year/Month/Day.
 TU2858
 TU2858.The orthometric height was determined by vertical angle observations.
 TU2858
 TU2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2858
 TU2858.The geoid height was determined by GEOID03.
 TU2858
 TU2858;                    North         East     Units Scale Factor Converg.
 TU2858;SPC HI 2     -    44,542.343   550,748.157   MT  0.99999848   +0 10 21.1
 TU2858;UTM  04      - 2,295,379.618   793,744.625   MT  1.00066650   +0 59 57.6
 TU2858
 TU2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2858!SPC HI 2     -   0.99957070  x   0.99999848  =   0.99956918
 TU2858!UTM  04      -   0.99957070  x   1.00066650  =   1.00023692
 TU2858
 TU2858                          SUPERSEDED SURVEY CONTROL
 TU2858
 TU2858  NAD 83(1986)-  20 44 05.91148(N)    156 10 45.88525(W) AD(       ) 2
 TU2858  OLD HI      -  20 44 17.42100(N)    156 10 55.98400(W) AD(       ) 2
 TU2858
 TU2858.Superseded values are not recommended for survey control.
 TU2858.NGS no longer adjusts projects to the OLD HI datum.
 TU2858.See file dsdata.txt to determine how the superseded data were derived.
 TU2858
 TU2858_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9374595380(NAD 83)
 TU2858_MARKER: Z = SEE DESCRIPTION
 TU2858_SETTING: 0 = UNSPECIFIED SETTING
 TU2858
 TU2858  HISTORY     - Date     Condition        Report By
 TU2858  HISTORY     - 1950     MONUMENTED       CGS
 TU2858
 TU2858                          STATION DESCRIPTION
 TU2858
 TU2858'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2858'LOCATED IN THE EASTERN PART OF EAST MAUI, IN KOOLAU DISTRICT, ON
 TU2858'THE SUMMIT OF THE RIDGE EAST OF KOOLAU GAP.
 TU2858'
 TU2858'THE ORIGINAL STATION WAS A PILLAR OF STONES TEN FEET HIGH.  IT
 TU2858'IS REPORTED DESTROYED IN 1884.  THE PRESENT STATION IS LOCATED
 TU2858'ABOUT 10 FEET SOUTH OF THAT POINT, ON THE SOUTH EDGE OF THE
 TU2858'RIDGE.
 TU2858'
 TU2858'A 2 INCH GALVANIZED IRON PIPE SET FIRMLY IN THE ROCKS WAS
 TU2858'FOUND.  NO RECORD OF WHO SET IT IS AVAILABLE.  A STANDARD DISK
 TU2858'STAMPED HANAKAUHI 2 1950 WAS CEMENTED IN THE CENTER OF THE PIPE,
 TU2858'OVER WHICH WAS PLACED A RED WOOD TARGET SURROUNDED BY A CAIRN 6
 TU2858'FEET HIGH.
 TU2858'
 TU2858'STATION WAS NOT OCCUPIED AT THIS TIME AND DIRECTIONS TO
 TU2858'REFERENCE MARKS WAS MEASURED WITH A PROTRACTOR.
 TU2858'
 TU2858'THE REFERENCE MARKS ARE CHISELED CROSSES IN BED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2475 ***********************************************************************
 TU2475  DESIGNATION -  HANAKEAUMOE RESET
 TU2475  PID         -  TU2475
 TU2475  STATE/COUNTY-  HI/HAWAII
 TU2475  USGS QUAD   -  MANUKA BAY (1981)
 TU2475
 TU2475                         *CURRENT SURVEY CONTROL
 TU2475  ___________________________________________________________________
 TU2475* NAD 83(1993)-  19 06 10.27639(N)    155 54 24.30413(W)     ADJUSTED  
 TU2475* LOCAL TIDAL -        39.4    (meters)     129.     (feet)  VERT ANG  
 TU2475  ___________________________________________________________________
 TU2475  EPOCH DATE  -        1993.62
 TU2475  LAPLACE CORR-          17.36  (seconds)                    DEFLEC99
 TU2475  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU2475
 TU2475  HORZ ORDER  -  SECOND
 TU2475
 TU2475.The horizontal coordinates were established by classical geodetic methods
 TU2475.and adjusted by the National Geodetic Survey in December 1998..
 TU2475.The horizontal coordinates are valid at the epoch date displayed above.
 TU2475.The epoch date for horizontal control is a decimal equivalence
 TU2475.of Year/Month/Day.
 TU2475
 TU2475.The orthometric height was determined by vertical angle observations.
 TU2475
 TU2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2475
 TU2475.The geoid height was determined by GEOID03.
 TU2475
 TU2475;                    North         East     Units Scale Factor Converg.
 TU2475;SPC HI 1     -    29,882.484   457,199.880   MT  0.99998930   -0 07 59.2
 TU2475;UTM  05      - 2,114,748.691   194,149.415   MT  1.00075652   -0 57 07.3
 TU2475
 TU2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2475!SPC HI 1     -   0.99999130  x   0.99998930  =   0.99998060
 TU2475!UTM  05      -   0.99999130  x   1.00075652  =   1.00074781
 TU2475
 TU2475:                Primary Azimuth Mark                     Grid Az
 TU2475:SPC HI 1     -  MAN                                      167 27 27.1
 TU2475:UTM  05      -  MAN                                      168 16 35.2
 TU2475
 TU2475|---------------------------------------------------------------------|
 TU2475| PID    Reference Object                     Distance      Geod. Az  |
 TU2475|                                                           dddmmss.s |
 TU2475| TU2478 MAN                                 APPROX. 3.4 KM 1671927.9 |
 TU2475| CN5179 HANAKEAUMOE RM 2                      5.024 METERS 21427     |
 TU2475| CN5178 HANAKEAUMOE RM 1                      6.316 METERS 30746     |
 TU2475| TU2477 CAIRN                               APPROX. 1.8 KM 3331559.6 |
 TU2475|---------------------------------------------------------------------|
 TU2475
 TU2475                          SUPERSEDED SURVEY CONTROL
 TU2475
 TU2475  NAD 83(1986)-  19 06 10.27229(N)    155 54 24.35130(W) AD(       ) 2
 TU2475  OLD HI      -  19 06 21.09100(N)    155 54 34.39300(W) AD(       ) 2
 TU2475
 TU2475.Superseded values are not recommended for survey control.
 TU2475.NGS no longer adjusts projects to the OLD HI datum.
 TU2475.See file dsdata.txt to determine how the superseded data were derived.
 TU2475
 TU2475_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9414914749(NAD 83)
 TU2475_MARKER: DS = TRIANGULATION STATION DISK
 TU2475_SETTING: 80 = SET IN A BOULDER
 TU2475_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2475
 TU2475  HISTORY     - Date     Condition        Report By
 TU2475  HISTORY     - 1948     MONUMENTED       CGS
 TU2475  HISTORY     - 1968     GOOD             CGS
 TU2475  HISTORY     - 1979     GOOD             NOS
 TU2475
 TU2475                          STATION DESCRIPTION
 TU2475
 TU2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2475'THE ORIGINAL STATION WAS RECOVERED IN GOOD CONDITION.  A
 TU2475'STANDARD DISK WAS SET IN THE CENTER OF THE CROSS WHICH WAS
 TU2475'CARVED IN THE ROCK AND TWO REFERENCE DISKS WERE ESTABLISHED.  A
 TU2475'NEW DESCRIPTION FOLLOWS--
 TU2475'
 TU2475'THE STATION IS LOCATED 6 MILES SOUTH OF MILOLII, ABOUT 2 MILES
 TU2475'NORTH OF LAE O KAMOI, ABOUT 1.8 MILES NORTH OF THE SOUTHERN
 TU2475'BOUNDARY OF THE SOUTH KONA DISTRICT, ABOUT 0.6 MILE EAST OF THE
 TU2475'SEA AND ON THE SUMMIT OF A LAVA MOUND WHICH RISES ABOUT 40 FEET
 TU2475'ABOVE THE LEVEL PLANE.
 TU2475'
 TU2475'TO REACH FROM THE SCHOOLHOUSE IN WAIOHINU.  GO NORTH, ON THE
 TU2475'ROAD WHICH LEADS TOWARD CAPTAIN COOK, FOR 19.7 MILES TO
 TU2475'TRIANGULATION STATION KAHAHAWAI.  TURN LEFT, ONTO A VERY POOR
 TU2475'GRADED ROAD, AND GO WESTERLY, DOWN GRADE, FOR 6.4 MILES TO LAE O
 TU2475'KAMOI AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 TU2475'NORTHERLY FOR ABOUT 2 MILES TO THE PROMINENT LAVA MOUND AND
 TU2475'THE STATION.
 TU2475'
 TU2475'THE STATION IS A STANDARD DISK, STAMPED HANAKEAUMOE 1948, SET
 TU2475'INTO A DRILL HOLE IN A BOULDER.  A ROCK CAIRN WAS BUILT OVER THE
 TU2475'STATION.
 TU2475'
 TU2475'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HANAKEAUMOE
 TU2475'R M NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2475'ABOUT 4 FEET AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2475'
 TU2475'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HANAKEAUMOE
 TU2475'R M NO 2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2475'ABOUT 5 FEET AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2475
 TU2475                          STATION RECOVERY (1968)
 TU2475
 TU2475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2475'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2475'COMPLETE DESCRIPTION FOLLOWS--
 TU2475'
 TU2475'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF MILOLII, 4-1/2
 TU2475'MILES SOUTHWEST OF THE HONOMALINO AGRICULTURE CO. OFFICE, 1-3/4
 TU2475'MILES NORTH OF KAMOI POINT, AND 3800 FEET SOUTH OF A BOMB TARGET
 TU2475'AREA, ON A JAGGED, ROCKY HILL OF ABOUT 132 FEET ELEVATION, THAT
 TU2475'RISES ABOUT 50 FEET ABOVE THE SURROUNDING SMOOTH LAVA AND
 TU2475'GRASS FLATS.
 TU2475'
 TU2475'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2475'STATE HIGHWAY 11 FOR 19.7 MILES TO THE HONOMALINO AGRICULTURE
 TU2475'CO. DRIVE ON THE RIGHT.  CONTINUE ON THE HIGHWAY FOR 3.3 MILES TO
 TU2475'GRAVEL CROSSROAD BETWEEN POWER POLES 301 AND 302.  TURN
 TU2475'RIGHT, THROUGH GATE, AND GO 0.6 MILE TO A NAVY ELECTRONICS
 TU2475'BUILDING.  CONTINUE DOWNGRADE FOR 2.9 MILES TO FORK AT GATE ON
 TU2475'LEFT FORK.  TAKE RIGHT FORK AND GO 1.8 MILES TO DIM ROAD
 TU2475'LEFT, 75 YARDS BEFORE REACHING SECOND OBSERVATION HUT.  TURN
 TU2475'LEFT AND FOLLOW ROUGH ROAD FOR 1.3 MILES TO END OF TRUCK
 TU2475'TRAVEL AT TARGET AREA.  PACK SOUTH ACROSS FAIRLY SMOOTH LAVA
 TU2475'LAND ABOUT 3/4-MILE TO STATION.
 TU2475'
 TU2475'STATION MARK IS A STANDARD DISK STAMPED HANAKEAUMOE, CEMENTED
 TU2475'IN A DRILL HOLE IN BEDROCK ON TOP OF A 10-FOOT-DIAMETER,
 TU2475'FLAT-TOPPED, ROCK KNOB.
 TU2475'
 TU2475'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HANAKEAUMOE
 TU2475'RM NO 1 1948, CEMENTED IN A DRILL HOLE IN A SHARP ROCK OUTCROP
 TU2475'THAT PROJECTS 4 FEET ABOVE GROUND.  IT IS AT ABOUT SAME
 TU2475'ELEVATION AS STATION.
 TU2475'
 TU2475'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HANAKEAUMOE
 TU2475'RM NO 2 1948, CMENTED IN A DRILL HOLE IN A LARGE ROCK, 0.4 FOOT
 TU2475'HIGHER THAN STATION.
 TU2475
 TU2475                          STATION RECOVERY (1979)
 TU2475
 TU2475'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2475'TO REACH THE STATION BY SEA, LAND AT THE BEACH IN MANUKA
 TU2475'BAY. FOLLOW THE JEEP TRAIL WEST AND THEN NORTH ALONG THE
 TU2475'COAST FOR 1-1/4 MILES. FROM THE END OF THE TRAIL GO
 TU2475'NORTH 3/4 MILE ACROSS BRUSH COVERED LAVA FLOWS TO THE
 TU2475'STATION. THE STATION IS LOCATED ON THE HIGHEST POINT OF
 TU2475'A JAGGED, LAVA KNOLL SURROUNDED BY BRUSH COVERED LAVA
 TU2475'FLOWS.THE STATION IS A STD.DISK STAMPED---HANAKEAUMOE---AND
 TU2475'SET IN A DRILL HOLE IN THE TOP OF A 10-FOOT DIAMETER
 TU2475'FLAT TOPPED ROCK KNOB. RM 1 IS A STANDARD DISK
 TU2475'STAMPED---HANAKEAUMOE RM NO 1 1948---AND SET IN CEMENT IN A
 TU2475'SHARP ROCK OUTCROP BEARING APPROX. 295 DEGREES(MAGNETIC)
 TU2475'FROM THE STATION. RM 2 IS A STANDARD DISK
 TU2475'STAMPED---HANAKEAUMOE RM NO 2 1948---AND SET IN CEMENT IN
 TU2475'A LARGE ROCK BEARING APPROX. 205 DEGREES(MAGNETIC) FROM
 TU2475'THE STATION AND ABOUT 1/2 FOOT HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1969 ***********************************************************************
 TU1969  DESIGNATION -  HANALEI
 TU1969  PID         -  TU1969
 TU1969  STATE/COUNTY-  HI/KAUAI
 TU1969  USGS QUAD   -  HANALEI (1996)
 TU1969
 TU1969                         *CURRENT SURVEY CONTROL
 TU1969  ___________________________________________________________________
 TU1969* NAD 83(1993)-  22 13 44.92917(N)    159 29 05.67470(W)     ADJUSTED  
 TU1969* LOCAL TIDAL -        46.0    (meters)     151.     (feet)  VERT ANG  
 TU1969  ___________________________________________________________________
 TU1969  EPOCH DATE  -        1993.62
 TU1969  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 TU1969  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU1969
 TU1969  HORZ ORDER  -  THIRD
 TU1969
 TU1969.The horizontal coordinates were established by classical geodetic methods
 TU1969.and adjusted by the National Geodetic Survey in December 1998..
 TU1969.The horizontal coordinates are valid at the epoch date displayed above.
 TU1969.The epoch date for horizontal control is a decimal equivalence
 TU1969.of Year/Month/Day.
 TU1969
 TU1969.The orthometric height was determined by vertical angle observations.
 TU1969
 TU1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1969
 TU1969.The geoid height was determined by GEOID03.
 TU1969
 TU1969;                    North         East     Units Scale Factor Converg.
 TU1969;SPC HI 4     -    43,828.362   501,555.732   MT  0.99999003   +0 00 20.6
 TU1969;UTM  04      - 2,458,270.673   450,027.600   MT  0.99963085   -0 11 00.4
 TU1969
 TU1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1969!SPC HI 4     -   0.99999037  x   0.99999003  =   0.99998040
 TU1969!UTM  04      -   0.99999037  x   0.99963085  =   0.99962122
 TU1969
 TU1969:                Primary Azimuth Mark                     Grid Az
 TU1969:SPC HI 4     -  KILAUEA LIGHT                            088 06 06.5
 TU1969:UTM  04      -  KILAUEA LIGHT                            088 17 27.5
 TU1969
 TU1969|---------------------------------------------------------------------|
 TU1969| PID    Reference Object                     Distance      Geod. Az  |
 TU1969|                                                           dddmmss.s |
 TU1969| TU1953 KILAUEA LIGHT                       APPROX. 8.6 KM 0880627.1 |
 TU1969| CJ9481 HANALEI WM 2                          3.078 METERS 09514     |
 TU1969| CJ9482 HANALEI RM 2                         73.161 METERS 11015     |
 TU1969| CJ9483 HANALEI WM 3                          5.456 METERS 20039     |
 TU1969| TU1982 TIT                                 APPROX. 8.9 KM 2601510.4 |
 TU1969| TU1992 MAKANA                              APPROX. 9.9 KM 2630444.9 |
 TU1969| TU1993 FLAT                                APPROX. 9.9 KM 2630443.4 |
 TU1969| TU1980 NIHA                                APPROX. 6.3 KM 2631422.0 |
 TU1969| TU1984 HAENA                               APPROX. 9.9 KM 2661804.1 |
 TU1969| CJ9480 HANALEI RM 1                         11.441 METERS 29546     |
 TU1969| CJ9479 HANALEI WM 1                          2.804 METERS 31208     |
 TU1969|---------------------------------------------------------------------|
 TU1969
 TU1969                          SUPERSEDED SURVEY CONTROL
 TU1969
 TU1969  NAD 83(1986)-  22 13 44.88498(N)    159 29 05.72635(W) AD(       ) 3
 TU1969  OLD HI      -  22 13 56.23900(N)    159 29 15.81500(W) AD(       ) 3
 TU1969
 TU1969.Superseded values are not recommended for survey control.
 TU1969.NGS no longer adjusts projects to the OLD HI datum.
 TU1969.See file dsdata.txt to determine how the superseded data were derived.
 TU1969
 TU1969_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5002858271(NAD 83)
 TU1969
 TU1969  HISTORY     - Date     Condition        Report By
 TU1969  HISTORY     - 1910     MONUMENTED       CGS
 TU1969  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1969  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1969  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TU1969
 TU1969                          STATION DESCRIPTION
 TU1969
 TU1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1969'ON THE NORTH COAST OF KAUAI, ON A ROUNDING GRASSY POINT ABOUT
 TU1969'2 MILES NORTHEAST OF HANALEI, AND 2 MILES NORTH-NORTHWEST OF THE
 TU1969'STABLES AT THE TOP OF HANALEI HILL.  POINT IS AT THE END OF A
 TU1969'GULCH OR SMALL RAVINE THROUGH WHICH A DITCH HAS BEEN CUT, AND
 TU1969'WHICH IS CROSSED BY A FENCE ABOUT 1/4 MILE ABOVE STATION.
 TU1969'STATION IS IDENTICAL WITH HAWAIIAN GOVERNMENT SURVEY STATION AND
 TU1969'WAS MARKED IN 1910 BY A 2-INCH GAS PIPE DRIVEN IN THE
 TU1969'GROUND.  IN 1927 A STANDARD DISK STATION MARK WAS SET IN
 TU1969'THIS PIPE AND A MOUND OF ROCKS CEMENTED AROUND IT.  THE
 TU1969'1910 REFERENCE MARKS WERE NOT RECOVERED IN 1927, BUT TWO NEW
 TU1969'REFERENCE MARKS WERE SET.  THEY ARE STANDARD REFERENCE DISKS AND
 TU1969'WERE SET IN OUT-CROPPING BEDROCK, AS FOLLOWS--NO. 1, IN THE SLOPE
 TU1969'OF THE HILL, 11.51 METERS (37.8 FEET) FROM STATION IN AZIMUTH
 TU1969'115 DEG 45 MIN.  NO. 2, NEAR THE BLUFF LINE AND PATH LEADING
 TU1969'TO THE STATION, 73.36 METERS (240.7 FEET) FROM THE STATION IN
 TU1969'AZIMUTH 290 DEG 16 MIN.
 TU1969
 TU1969                          STATION RECOVERY (1965)
 TU1969
 TU1969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1969'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1969'COMPLETE DESCRIPTION FOLLOWS--
 TU1969'
 TU1969'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF HANALEI AND
 TU1969'1/2 MILE WEST OF KAWEONUI POINT, ALONG THE NORTH COAST OF KAUAI, ON
 TU1969'A SMALL POINT OF 151 FEET ELEVATION, ISOLATED BY DEEP RAVINES.
 TU1969'
 TU1969'TO REACH STATION FROM THE POST OFFICE IN HANALEI, GO EASTERLY
 TU1969'ON STATE HIGHWAY 56 FOR 2.5 MILES TO SIDE ROAD LEFT AT SIGN HANALEI
 TU1969'PLANTATION HOTEL.  TURN LEFT AND GO 0.1 MILE TO METAL GATE
 TU1969'ON RIGHT.  PASS THROUGH GATE AND FOLLOW TRACK ROAD 0.2 MILE TO
 TU1969'OLD SLAUGHTER HOUSE.  PASS TO LEFT OF BUILDING AND GO 0.2 MILE TO
 TU1969'A GATE.  PASS THROUGH GATE AND GO NORTHWEST ACROSS PASTURE ON
 TU1969'DIM ROAD FOR 0.5 MILE TO ANOTHER GATE.  PASS THROUGH GATE, BEAR
 TU1969'RIGHT, AND FOLLOW ALONG FENCE FOR 0.1 MILE TO GATE.  PASS
 TU1969'THROUGH GATE AND GO 0.5 MILE ACROSS PASTURE TO END OF MESA.
 TU1969'PACK NORTH, DOWN ACROSS DEEP RAVINE AND UP HILL TO TOP AND
 TU1969'STATION.  A 5-MINUTE PACK.
 TU1969'
 TU1969'STATION MARK IS A STANDARD DISK STAMPED HANALEI 1927, SET IN
 TU1969'CONCRETE BENEATH A TYPE B-1 SIGNAL CONSTRUCTED BY THE HAWAII
 TU1969'TERRITORIAL SURVEY.  ACCESS TO THE MARK IS HAD THROUGH A SMALL
 TU1969'HAND-TUNNEL PASSING BENEATH THE CENTER CONCRETE PEDESTAL.  STATION
 TU1969'IS 14 FEET SOUTH FROM CLIFF EDGE AND 10 FEET SOUTHWEST OF THE
 TU1969'EASTERNMOST IRONWOOD TREE OF THE GROUP OF TREES ON THE POINT.
 TU1969'
 TU1969'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HANALEI 1
 TU1969'1927, CEMENTED IN A DRILL HOLE IN BEDROCK ON WEST SIDE OF
 TU1969'HILL.  IT IS 10 FEET SOUTHWEST OF A LARGE IRONWOOD AND 8.1 FEET
 TU1969'LOWER THAN STATION MARK.
 TU1969'
 TU1969'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HANALEI 2
 TU1969'1927, CEMENTED IN A DRILL IN RED BEDROCK OF CLIFF EDGE.  LOCATED
 TU1969'IN SLIGHT SADDLE TO EAST OF STATION, 2 FEET SOUTH FROM CLIFF, 60
 TU1969'FEET WEST OF A FENCE LINE AND 10.9 FEET LOWER THAN STATION MARK.
 TU1969
 TU1969                          STATION RECOVERY (1988)
 TU1969
 TU1969'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2488 ***********************************************************************
 TU2488  DESIGNATION -  HANAMALO 2 RESET
 TU2488  PID         -  TU2488
 TU2488  STATE/COUNTY-  HI/HAWAII
 TU2488  USGS QUAD   -  MILOLII (1996)
 TU2488
 TU2488                         *CURRENT SURVEY CONTROL
 TU2488  ___________________________________________________________________
 TU2488* NAD 83(1993)-  19 09 22.42758(N)    155 54 54.72223(W)     ADJUSTED  
 TU2488* LOCAL TIDAL -        12.1    (meters)      40.     (feet)  VERT ANG  
 TU2488  ___________________________________________________________________
 TU2488  EPOCH DATE  -        1993.62
 TU2488  LAPLACE CORR-          19.87  (seconds)                    DEFLEC99
 TU2488  GEOID HEIGHT-          16.58  (meters)                     GEOID03
 TU2488
 TU2488  HORZ ORDER  -  SECOND
 TU2488
 TU2488.The horizontal coordinates were established by classical geodetic methods
 TU2488.and adjusted by the National Geodetic Survey in December 1998..
 TU2488.The horizontal coordinates are valid at the epoch date displayed above.
 TU2488.The epoch date for horizontal control is a decimal equivalence
 TU2488.of Year/Month/Day.
 TU2488
 TU2488.The orthometric height was determined by vertical angle observations.
 TU2488
 TU2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2488
 TU2488.The geoid height was determined by GEOID03.
 TU2488
 TU2488;                    North         East     Units Scale Factor Converg.
 TU2488;SPC HI 1     -    35,792.806   456,324.808   MT  0.99999024   -0 08 10.5
 TU2488;UTM  05      - 2,120,675.490   193,358.409   MT  1.00076250   -0 57 26.5
 TU2488
 TU2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2488!SPC HI 1     -   0.99999549  x   0.99999024  =   0.99998573
 TU2488!UTM  05      -   0.99999549  x   1.00076250  =   1.00075799
 TU2488
 TU2488:                Primary Azimuth Mark                     Grid Az
 TU2488:SPC HI 1     -  MILOLII PT LIGHT 1979                    012 42 56.1
 TU2488:UTM  05      -  MILOLII PT LIGHT 1979                    013 32 12.1
 TU2488
 TU2488|---------------------------------------------------------------------|
 TU2488| PID    Reference Object                     Distance      Geod. Az  |
 TU2488|                                                           dddmmss.s |
 TU2488| TU2491 MILOLII PT LIGHT 1979               APPROX. 3.5 KM 0123445.6 |
 TU2488| CN5180 HANAMALO 2 RM 1                      18.929 METERS 07059     |
 TU2488| CN5181 HANAMALO 2 RM 2                      13.320 METERS 18032     |
 TU2488|---------------------------------------------------------------------|
 TU2488
 TU2488                          SUPERSEDED SURVEY CONTROL
 TU2488
 TU2488  NAD 83(1986)-  19 09 22.42303(N)    155 54 54.76737(W) AD(       ) 2
 TU2488  OLD HI      -  19 09 33.25300(N)    155 55 04.81000(W) AD(       ) 2
 TU2488
 TU2488.Superseded values are not recommended for survey control.
 TU2488.NGS no longer adjusts projects to the OLD HI datum.
 TU2488.See file dsdata.txt to determine how the superseded data were derived.
 TU2488
 TU2488_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9335820675(NAD 83)
 TU2488_MARKER: DS = TRIANGULATION STATION DISK
 TU2488_SETTING: 80 = SET IN A BOULDER
 TU2488_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2488
 TU2488  HISTORY     - Date     Condition        Report By
 TU2488  HISTORY     - 1948     MONUMENTED       CGS
 TU2488  HISTORY     - 1958     GOOD             USGS
 TU2488  HISTORY     - 1961     GOOD             CGS
 TU2488  HISTORY     - 1962     GOOD             CGS
 TU2488  HISTORY     - 1968     GOOD             CGS
 TU2488  HISTORY     - 1973     GOOD             NGS
 TU2488  HISTORY     - 1979     GOOD             NOS
 TU2488
 TU2488                          STATION DESCRIPTION
 TU2488
 TU2488'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2488'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL STATION
 TU2488'HANAMALO 1 HAS BEEN WASHED OUT BY WAVE ACTION.  A STANDARD STATION
 TU2488'MARK AND REFERENCE MARK WERE ESTABLISHED.  A NEW DESCRIPTION
 TU2488'FOLLOWS--
 TU2488'
 TU2488'THE STATION IS LOCATED ON HANAMALO POINT ABOUT 2 MILES SOUTH
 TU2488'OF MILOLII, ABOUT 0.5 MILE NORTH OF OKOE BAY, ABOUT 75 FEET
 TU2488'EAST OF THE BEACH AND ABOUT 50 FEET WEST OF A DIM BEACH TRAIL.
 TU2488'
 TU2488'THE STATION IS BEST REACHED, BY BOAT, FROM THE VILLAGE OF
 TU2488'MILOLII.  A LANDING CAN BE MADE OFF THE POINT IN AN AVERAGE
 TU2488'SEA.  IF THE SEA IS ROUGH THE STATION CAN BE REACHED BY BEACH
 TU2488'TRAIL FROM THE VILLAGE OF MILOLII.
 TU2488'
 TU2488'THE STATION IS A STANDARD DISK, UNSTAMPED, SET INTO A DRILL
 TU2488'HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 TU2488'
 TU2488'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, UNSTAMPED, SET
 TU2488'INTO A MASS OF LOOSE ROCK WHICH PROJECTS ABOUT 4 INCHES.  THE
 TU2488'DISK IS LOCATED IN THE CENTER OF THE BEACH TRAIL AND IS ABOUT
 TU2488'1 FOOT LOWER THAN THE STATION.
 TU2488
 TU2488                          STATION RECOVERY (1958)
 TU2488
 TU2488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2488'STATION RECOVERED.
 TU2488'
 TU2488'TO REACH FROM THE SCHOOL HOUSE AT HOOKENA, PROCEED SOUTHERLY
 TU2488'ALONG MAIN ROAD FOR 17.2 MILES TO THE MAIN RANCH BUILDINGS AT
 TU2488'HONOMOLINO RANCH.  TURN RIGHT GOING PAST HOUSES FOR 0.1
 TU2488'MILE.  TAKE LEFT FORK THRU GATE FOR 1.8 MILES TO WIRE CORRAL,
 TU2488'TURN INTO CORRAL AND CONTINUE OUT GATE ON WEST SIDE OF CORRAL
 TU2488'AND CONTINUE DOWN HILL FOR 2.3 MILES TO COASTLINE.  TAKE RIGHT
 TU2488'FORK AND GO NORTHERLY ACROSS LAVA FOR 0.6 MILE.  TURN LEFT AT
 TU2488'ROAD FORK AND CONTINUE FOR 0.1 MILE TO SAND BEACH AND END OF
 TU2488'TRUCK TRAVEL, FROM HERE PACK NORTHERLY ALONG BEACH FOR 0.3
 TU2488'MILE TO STATION.
 TU2488
 TU2488                          STATION RECOVERY (1961)
 TU2488
 TU2488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2488'THE STATION AND REFERENCE MARK WAS RECOVERED IN GOOD CONDITION
 TU2488'AS DESCRIBED.
 TU2488'
 TU2488'THE STATION IS BEST REACHED BY BOAT FROM THE VILLAGE OF
 TU2488'MILOLII.
 TU2488
 TU2488                          STATION RECOVERY (1962)
 TU2488
 TU2488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU2488'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TU2488'AND AS DESCRIBED.
 TU2488'
 TU2488'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.  IT WAS
 TU2488'REACHED BY TRAIL FROM MILOLII BECAUSE THE SEA WAS ROUGH.  IT
 TU2488'IS A 1-1/2 HOUR PACK BY TRAIL.  THE BEST WAY IS BY BOAT.
 TU2488
 TU2488                          STATION RECOVERY (1968)
 TU2488
 TU2488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2488'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  A
 TU2488'NEW REFERENCE MARK, NO. 2, WAS ESTABLISHED.  IT IS NOW POSSIBLE TO
 TU2488'DRIVE TO WITHIN 1/2-MILE OF STATION WITH A 4-WHEEL-DRIVE
 TU2488'VEHICLE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2488'
 TU2488'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF MILOLII
 TU2488'AND 3-1/2 MILES WEST OF THE HONOMALINO AGRICULTURE
 TU2488'CO. HEADQUARTERS, ON HANAMALO POINT, IN BARE LAVA AREA AND
 TU2488'ABOUT 2000 FEET NORTHWEST OF THE KIAWE GROVE AT OKOE BAY.
 TU2488'
 TU2488'TO REACH STATION FROM THE HONOMALINO AGRICULTURE CO. OFFICE
 TU2488'(WHICH IS 20 MILES SOUTH ON STATE HIGHWAY 11 FROM THE POST
 TU2488'OFFICE AT HONAUNAU) GO SOUTH ON NARROW MACADAM ROAD FOR 0.25
 TU2488'MILE TO START OF MACADAMIA ORCHARDS ON BOTH SIDES OF
 TU2488'ROAD.  CONTINUE AHEAD FOR 100 YARDS, THEN GO RIGHT, AND FOLLOW
 TU2488'TRACK ROAD WEST DOWN THROUGH ORCHARD AND THEN PASTURE, FOR
 TU2488'1.25 MILES TO LOCKED GATE (OBTAIN KEY AT THE ABOVE OFFICE).
 TU2488'PASS THROUGH GATE AND GO 0.35 MILE TO T-JUNCTION.  TURN RIGHT
 TU2488'AND GO 0.05 MILE TO CORRAL.  TURN LEFT AND FOLLOW TRACK ROAD
 TU2488'WESTERLY FOR 2.35 MILES TO FORK NEAR SEA.  TAKE RIGHT FORK
 TU2488'AND GO NORTHERLY FOR 0.7 MILE TO OLD STONE TRAIL
 TU2488'OPPOSITE KIAWE GROVE, AND END OF TRUCK TRAVEL.  WALK
 TU2488'WEST ALONG TRAIL, THEN FOLLOW SEA COAST NORTHWEST TO
 TU2488'STATION.  ABOUT A 1/2-MILE PACK.
 TU2488'
 TU2488'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2488'HOLE IN ROCK FLUSH WITH GROUND, ON A LOW KNOLL, ABOUT 100 YARDS
 TU2488'EAST OF EXTREME ROCK POINT AND 10 YARDS SOUTHEAST OF EDGE OF
 TU2488'SEA BLUFF THAT CURVES IN FROM THE POINT.  THERE IS A LARGE
 TU2488'CAIRN, WITH A 3 X 3-INCH TARGET ABOUT 12 FEET TALL, CENTERED
 TU2488'OVER THE MARK.
 TU2488'
 TU2488'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2488'IN A DRILL HOLE IN A LAVA ROCK OUTCROP PROJECTING 10 INCHES FROM
 TU2488'GROUND.  IT IS ACROSS A SMALL DIP FROM STATION MARK, ON A LOW
 TU2488'RISE, AND IS 0.9 FOOT LOWER THAN STATION MARK.
 TU2488'
 TU2488'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED
 TU2488'HANAMALO 2 HGS 1890 NO 2 1968, CEMENTED IN A DRILL HOLE IN
 TU2488'A 10-INCH ROCK, FLUSH WITH GROUND AND 2.6 FEET LOWER THAN
 TU2488'STATION MARK.
 TU2488'
 TU2488'NOTE--DISCREPANCY IN DISTANCE TO RM NO. 1 WAS NOTED AND
 TU2488'CHECKED.  THE 1968 DISTANCE IS CORRECT.
 TU2488
 TU2488                          STATION RECOVERY (1973)
 TU2488
 TU2488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CAB)
 TU2488'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 TU2488'
 TU2488'PART OF THE OLD ROAD HAS BEEN WASHED AWAY.  THE NEW TO REACH
 TU2488'DESCRIPTION IS--TO REACH STATION FROM THE POST OFFICE AT
 TU2488'HONAUNAU, GO SOUTH ON STATE HIGHWAY 11 FOR 19.7 MILES TO THE
 TU2488'HONOMALINO AGRICULTURE COMPANY OFFICE ON RIGHT.  FROM THE
 TU2488'OFFICE CONTINUE SOUTH UP HILL AND RETURN TO HWY 11, AT THE
 TU2488'HIGHWAY TURN RIGHT AND PROCEED SOUTH FOR 0.2 MILES TO NARROW
 TU2488'ASPHALT ROAD ON RIGHT.  TURN RIGHT AND FOLLOW ROAD FOR 0.3
 TU2488'MILES TO TWO MANGO TREES ON THE LEFT AND A NARROW TRACK ROAD
 TU2488'TO THE RIGHT LEADING THROUGH A MACADAMIA ORCHARD.  FOLLOW
 TU2488'THIS TRACK ROAD 1.3 MILES TO A LOCKED GATE (KEY WAS OBTAINED
 TU2488'AT THE HONOMALINO OFFICE).  PASS THROUGH GATE FOR 0.2 MILES
 TU2488'AND TAKE RIGHT FORK IN ROAD AND CONTINUE 0.6 MILES TO A WIRE
 TU2488'CORRAL.  GO THROUGH CORRAL AND TAKE THE LEFT EXIT WHICH MAKES
 TU2488'A SHARP U-TURN AND PARALLELS THE ROAD THAT ENTERED THE CORRAL.
 TU2488'CONTINUE FOR 2.3 MILES WHERE A ROAD JOINS FROM THE RIGHT AND
 TU2488'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A T-JUNCTION AT BEACH.
 TU2488'TURN RIGHT AND FOLLOW BEACH ROAD NORTH FOR 0.3 MILES TO
 TU2488'LOCKED CHAIN GATE (KEY WAS OBTAINED AT THE HONOMALINO OFFICE).
 TU2488'CONTINUE AHEAD FOR 0.7 MILES TO OLD STONE TRAIL OPPOSITE
 TU2488'KIAWA GROVE AND BLACK SAND BEACH.  WALK WEST ALONG TRAIL,
 TU2488'THEN FOLLOW SEA COAST NORTHWEST TO STATION.  ABOUT A 1/2 MILE
 TU2488'PACK OVER AA LAVA.
 TU2488
 TU2488                          STATION RECOVERY (1979)
 TU2488
 TU2488'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2488'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED.
 TU2488'STATION WAS APPROACHED BY SMALL BOAT LANDING AT OKOE BAY.
 TU2488'A 20-MINUTE PACK WAS REQUIRED FROM THE BEACH. THE TRAIL
 TU2488'TO THE STATION IS MARKED WITH WHITE STONES AND CORAL.
 TU2488'TO REACH FROM THE HONAUNAU POST OFFICE TAKE HIGHWAY 11
 TU2488'SOUTH 18.5 MILES. JUST BEFORE MILEPOST 86 TAKE A RIGHT
 TU2488'ONTO A SMALL ROAD AND GO 0.23 MILE AND MAKE A SHARP
 TU2488'U-TURN TO THE RIGHT ONTO A JEEP TRAIL IMMEDIATELY BEFORE
 TU2488'THE MAC FARMS OF HAWAII GARAGE AND TOOL SHED. THIS IS
 TU2488'THE NEW NAME FOR THE HONOMALINO AGRICULTURE COMPANY.
 TU2488'CONTINUE ON JEEP TRAIL THROUGH A LOCKED GATE BELONGING
 TU2488'TO DILLINGHAM INVESTMENT CORP. OF CAPTAIN COOK AND
 TU2488'PAST A LARGE BARN ON THE LEFT. FROM HERE THE ROAD FOLLOWS
 TU2488'THE 1968 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2900 ***********************************************************************
 TU2900  DESIGNATION -  HANAMANIOA POINT LIGHT
 TU2900  PID         -  TU2900
 TU2900  STATE/COUNTY-  HI/MAUI
 TU2900  USGS QUAD   -  MAKENA (1995)
 TU2900
 TU2900                         *CURRENT SURVEY CONTROL
 TU2900  ___________________________________________________________________
 TU2900* NAD 83(1993)-  20 34 59.52629(N)    156 24 43.32703(W)     ADJUSTED  
 TU2900* LOCAL TIDAL -                                                        
 TU2900  ___________________________________________________________________
 TU2900  EPOCH DATE  -        1993.62
 TU2900  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 TU2900  GEOID HEIGHT-          16.22  (meters)                     GEOID03
 TU2900
 TU2900  HORZ ORDER  -  THIRD
 TU2900
 TU2900.The horizontal coordinates were established by classical geodetic methods
 TU2900.and adjusted by the National Geodetic Survey in December 1998..
 TU2900.The horizontal coordinates are valid at the epoch date displayed above.
 TU2900.The epoch date for horizontal control is a decimal equivalence
 TU2900.of Year/Month/Day.
 TU2900
 TU2900
 TU2900.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2900
 TU2900.The geoid height was determined by GEOID03.
 TU2900
 TU2900;                    North         East     Units Scale Factor Converg.
 TU2900;SPC HI 2     -    27,682.764   526,546.104   MT  0.99997537   +0 05 22.3
 TU2900;UTM  04      - 2,278,163.539   769,773.207   MT  1.00049953   +0 54 37.4
 TU2900
 TU2900                          SUPERSEDED SURVEY CONTROL
 TU2900
 TU2900  NAD 83(1986)-  20 34 59.50210(N)    156 24 43.32089(W) AD(       ) 4
 TU2900  OLD HI      -  20 35 10.96278(N)    156 24 53.46218(W) AD(       ) 3
 TU2900
 TU2900.Superseded values are not recommended for survey control.
 TU2900.NGS no longer adjusts projects to the OLD HI datum.
 TU2900.See file dsdata.txt to determine how the superseded data were derived.
 TU2900
 TU2900_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6977378164(NAD 83)
 TU2900
 TU2900  HISTORY     - Date     Condition        Report By
 TU2900  HISTORY     - 1969     MONUMENTED       CGS
 TU2900  HISTORY     - 19990723 GOOD             USPSQD
 TU2900
 TU2900                          STATION DESCRIPTION
 TU2900
 TU2900'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2900'LOCATED ABOUT 14 MILES SOUTH OF KIHEI, AT CAPE HANAMANIOA,
 TU2900'AT THE SOUTHEAST SIDE OF LA PEROUSE BAY, AT END OF A JEEP ROAD
 TU2900'CROSSING LAVA FLOW, AND ABOUT 70 FEET ABOVE SEA LEVEL.
 TU2900'
 TU2900'STATION IS THE WHITE LIGHT ATOP A STRUCTURE ABOUT 16 FEET
 TU2900'TALL, WHICH CONSISTS OF A 6-INCH-DIAMETER, WHITE, IRON PIPE
 TU2900'SUPPORTED ON A SMALL CONCRETE FOUNDATION, AND WITH A PLATFORM
 TU2900'ABOUT 3 X 4 FEET IN SIZE, ON TOP.  THE LIGHT IS OFFSET ABOUT 3
 TU2900'FEET SOUTH-SOUTHEAST FROM THE MAIN SUPPORT PIPE, AND IS ON TOP
 TU2900'OF A 4-INCH IRON PIPE ABOUT 3 FEET HIGH.
 TU2900
 TU2900                          STATION RECOVERY (1999)
 TU2900
 TU2900'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2901 ***********************************************************************
 TU2901  DESIGNATION -  HANAMANIOA POINT LIGHTHOUSE
 TU2901  PID         -  TU2901
 TU2901  STATE/COUNTY-  HI/MAUI
 TU2901  USGS QUAD   -  MAKENA (1995)
 TU2901
 TU2901                         *CURRENT SURVEY CONTROL
 TU2901  ___________________________________________________________________
 TU2901* NAD 83(1993)-  20 34 59.53949(N)    156 24 43.33234(W)     ADJUSTED  
 TU2901* LOCAL TIDAL -                                                        
 TU2901  ___________________________________________________________________
 TU2901  EPOCH DATE  -        1993.62
 TU2901  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 TU2901  GEOID HEIGHT-          16.22  (meters)                     GEOID03
 TU2901
 TU2901  HORZ ORDER  -  THIRD
 TU2901
 TU2901.The horizontal coordinates were established by classical geodetic methods
 TU2901.and adjusted by the National Geodetic Survey in December 1998..
 TU2901.The horizontal coordinates are valid at the epoch date displayed above.
 TU2901.The epoch date for horizontal control is a decimal equivalence
 TU2901.of Year/Month/Day.
 TU2901
 TU2901
 TU2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2901
 TU2901.The geoid height was determined by GEOID03.
 TU2901
 TU2901;                    North         East     Units Scale Factor Converg.
 TU2901;SPC HI 2     -    27,683.170   526,545.950   MT  0.99997537   +0 05 22.3
 TU2901;UTM  04      - 2,278,163.943   769,773.047   MT  1.00049953   +0 54 37.4
 TU2901
 TU2901                          SUPERSEDED SURVEY CONTROL
 TU2901
 TU2901  NAD 83(1986)-  20 34 59.51636(N)    156 24 43.32645(W) AD(       ) 4
 TU2901  OLD HI      -  20 35 10.97600(N)    156 24 53.46700(W) AD(       ) 3
 TU2901
 TU2901.Superseded values are not recommended for survey control.
 TU2901.NGS no longer adjusts projects to the OLD HI datum.
 TU2901.See file dsdata.txt to determine how the superseded data were derived.
 TU2901
 TU2901_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6977378164(NAD 83)
 TU2901
 TU2901  HISTORY     - Date     Condition        Report By
 TU2901  HISTORY     - 1931     MONUMENTED       CGS
 TU2901  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2901  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2901  HISTORY     - 19990723 GOOD             USPSQD
 TU2901
 TU2901                          STATION DESCRIPTION
 TU2901
 TU2901'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU2901'STATION IS LIGHTHOUSE ON SOUTH COAST OF MAUI ON CAPE HANAMANIOA
 TU2901'ON EAST SIDE OF KEONEOIO BAY, THE LIGHTHOUSE WAS FORMERLY IN A
 TU2901'DIFFERENT POSITION ON THIS BAY.
 TU2901
 TU2901                          STATION RECOVERY (1950)
 TU2901
 TU2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2901'THE STATION IS THE CENTER OF THE FLASHING WHITE LIGHT OF THE
 TU2901'HANAMANIOA POINT LIGHTHOUSE WHICH IS LOCATED ON THE MOST SOUTHWEST
 TU2901'POINT OF THE ISLAND OF MAUI.
 TU2901'
 TU2901'IT IS A WHITE PYRAMIDAL CONCRETE TOWER WHICH IS 21 FEET IN HEIGHT.
 TU2901
 TU2901                          STATION RECOVERY (1969)
 TU2901
 TU2901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2901'STATION IS DESTROYED.  THE LIGHT WAS REMOVED AND A NEW LIGHT
 TU2901'BUILT IN A SLIGHTLY DIFFERENT LOCATION.  THE NEW LIGHT WAS
 TU2901'POSITIONED IN 1969.  SEE DESCRIPTION AND DATE FOR HANAMANIOA
 TU2901'POINT LIGHT 1969.
 TU2901
 TU2901                          STATION RECOVERY (1999)
 TU2901
 TU2901'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1756 ***********************************************************************
 TU1756  DESIGNATION -  HANAMAULU MILL CHIMNEY
 TU1756  PID         -  TU1756
 TU1756  STATE/COUNTY-  HI/KAUAI
 TU1756  USGS QUAD   -  KAPAA (1996)
 TU1756
 TU1756                         *CURRENT SURVEY CONTROL
 TU1756  ___________________________________________________________________
 TU1756* NAD 83(1993)-  21 59 45.28236(N)    159 21 19.62412(W)     ADJUSTED  
 TU1756* LOCAL TIDAL -                                                        
 TU1756  ___________________________________________________________________
 TU1756  EPOCH DATE  -        1993.62
 TU1756  LAPLACE CORR-         -12.49  (seconds)                    DEFLEC99
 TU1756  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1756
 TU1756  HORZ ORDER  -  THIRD
 TU1756
 TU1756.The horizontal coordinates were established by classical geodetic methods
 TU1756.and adjusted by the National Geodetic Survey in December 1998..
 TU1756.The horizontal coordinates are valid at the epoch date displayed above.
 TU1756.The epoch date for horizontal control is a decimal equivalence
 TU1756.of Year/Month/Day.
 TU1756
 TU1756
 TU1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1756
 TU1756.The geoid height was determined by GEOID03.
 TU1756
 TU1756;                    North         East     Units Scale Factor Converg.
 TU1756;SPC HI 4     -    18,009.040   514,926.716   MT  0.99999275   +0 03 14.9
 TU1756;UTM  04      - 2,432,417.075   463,308.811   MT  0.99961663   -0 07 59.3
 TU1756
 TU1756                          SUPERSEDED SURVEY CONTROL
 TU1756
 TU1756  NAD 83(1986)-  21 59 45.26027(N)    159 21 19.67488(W) AD(       ) 4
 TU1756  OLD HI      -  21 59 56.58400(N)    159 21 29.73300(W) AD(       ) 3
 TU1756
 TU1756.Superseded values are not recommended for survey control.
 TU1756.NGS no longer adjusts projects to the OLD HI datum.
 TU1756.See file dsdata.txt to determine how the superseded data were derived.
 TU1756
 TU1756_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6330932417(NAD 83)
 TU1756
 TU1756  HISTORY     - Date     Condition        Report By
 TU1756  HISTORY     - 1927     MONUMENTED       CGS
 TU1756  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1756  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1756
 TU1756                          STATION DESCRIPTION
 TU1756
 TU1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1756'IN EASTERN KAUAI, THE BLACK METAL STACK ON OLD HANAMAULU
 TU1756'SUGAR MILL.
 TU1756
 TU1756                          STATION RECOVERY (1965)
 TU1756
 TU1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1756'STATION IS GONE.  THE STACK WAS REMOVED.
 TU1756
 TU1756                          STATION RECOVERY (1998)
 TU1756
 TU1756'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1742 ***********************************************************************
 TU1742  DESIGNATION -  HANAMAULU WAREHOUSE SE GABLE
 TU1742  PID         -  TU1742
 TU1742  STATE/COUNTY-  HI/KAUAI
 TU1742  USGS QUAD   -  KAPAA (1996)
 TU1742
 TU1742                         *CURRENT SURVEY CONTROL
 TU1742  ___________________________________________________________________
 TU1742* NAD 83(1993)-  21 59 28.79354(N)    159 19 53.88462(W)     ADJUSTED  
 TU1742* LOCAL TIDAL -                                                        
 TU1742  ___________________________________________________________________
 TU1742  EPOCH DATE  -        1993.62
 TU1742  LAPLACE CORR-         -13.79  (seconds)                    DEFLEC99
 TU1742  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU1742
 TU1742  HORZ ORDER  -  THIRD
 TU1742
 TU1742.The horizontal coordinates were established by classical geodetic methods
 TU1742.and adjusted by the National Geodetic Survey in December 1998..
 TU1742.The horizontal coordinates are valid at the epoch date displayed above.
 TU1742.The epoch date for horizontal control is a decimal equivalence
 TU1742.of Year/Month/Day.
 TU1742
 TU1742
 TU1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1742
 TU1742.The geoid height was determined by GEOID03.
 TU1742
 TU1742;                    North         East     Units Scale Factor Converg.
 TU1742;SPC HI 4     -    17,504.389   517,386.672   MT  0.99999373   +0 03 47.0
 TU1742;UTM  04      - 2,431,904.581   465,766.176   MT  0.99961448   -0 07 27.1
 TU1742
 TU1742                          SUPERSEDED SURVEY CONTROL
 TU1742
 TU1742  NAD 83(1986)-  21 59 28.77225(N)    159 19 53.93771(W) AD(       ) 4
 TU1742  OLD HI      -  21 59 40.09400(N)    159 20 03.98200(W) AD(       ) 3
 TU1742
 TU1742.Superseded values are not recommended for survey control.
 TU1742.NGS no longer adjusts projects to the OLD HI datum.
 TU1742.See file dsdata.txt to determine how the superseded data were derived.
 TU1742
 TU1742_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6576631905(NAD 83)
 TU1742_MARKER: 81 = GABLE
 TU1742
 TU1742  HISTORY     - Date     Condition        Report By
 TU1742  HISTORY     - UNK      FIRST OBSERVED
 TU1742  HISTORY     - 1965     GOOD             CGS
 TU1742  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1742
 TU1742                          STATION DESCRIPTION
 TU1742
 TU1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1742'STATION WAS RECOVERED.  LOCATED ON THE BLUFF ABOVE THE
 TU1742'ABANDONED WHARF AT HANAMAULU BAY, ABOUT 2-1/2 MILES NORTHEAST OF
 TU1742'LIHUE.  IT IS THE SOUTHEAST END OF THE GABLED ROOF OF A LARGE,
 TU1742'CORRUGATED IRON WAREHOUSE 200 FEET LONG AND 50 FEET WIDE, WHICH
 TU1742'SETS AT RIGHT ANGLES TO, AND 90 FEET NORTHWEST OF, A LARGE,
 TU1742'DOUBLE-ROOFED WAREHOUSE.
 TU1742
 TU1742                          STATION RECOVERY (1983)
 TU1742
 TU1742'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1742'STATION BURNED DOWN NOT REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1813 ***********************************************************************
 TU1813  DESIGNATION -  HANAPEPE BREAKWATER LIGHT
 TU1813  PID         -  TU1813
 TU1813  STATE/COUNTY-  HI/KAUAI
 TU1813  USGS QUAD   -  HANAPEPE (1996)
 TU1813
 TU1813                         *CURRENT SURVEY CONTROL
 TU1813  ___________________________________________________________________
 TU1813* NAD 83(1993)-  21 53 48.58498(N)    159 35 27.75523(W)     ADJUSTED  
 TU1813* LOCAL TIDAL -                                                        
 TU1813  ___________________________________________________________________
 TU1813  EPOCH DATE  -        1993.62
 TU1813  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 TU1813  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1813
 TU1813  HORZ ORDER  -  THIRD
 TU1813
 TU1813.The horizontal coordinates were established by classical geodetic methods
 TU1813.and adjusted by the National Geodetic Survey in December 1998..
 TU1813.The horizontal coordinates are valid at the epoch date displayed above.
 TU1813.The epoch date for horizontal control is a decimal equivalence
 TU1813.of Year/Month/Day.
 TU1813
 TU1813
 TU1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1813
 TU1813.The geoid height was determined by GEOID03.
 TU1813
 TU1813;                    North         East     Units Scale Factor Converg.
 TU1813;SPC HI 4     -     7,033.512   490,591.998   MT  0.99999109   -0 02 02.2
 TU1813;UTM  04      - 2,421,524.904   438,947.213   MT  0.99964606   -0 13 13.5
 TU1813
 TU1813                          SUPERSEDED SURVEY CONTROL
 TU1813
 TU1813  NAD 83(1986)-  21 53 48.55733(N)    159 35 27.77414(W) AD(       ) 4
 TU1813  OLD HI      -  21 53 59.83839(N)    159 35 37.82014(W) AD(       ) 3
 TU1813
 TU1813.Superseded values are not recommended for survey control.
 TU1813.NGS no longer adjusts projects to the OLD HI datum.
 TU1813.See file dsdata.txt to determine how the superseded data were derived.
 TU1813
 TU1813_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3894721525(NAD 83)
 TU1813_MARKER: 14 = NAVIGATION LIGHT
 TU1813
 TU1813  HISTORY     - Date     Condition        Report By
 TU1813  HISTORY     - 1968     FIRST OBSERVED   CGS
 TU1813  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1813  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1813
 TU1813                          STATION DESCRIPTION
 TU1813
 TU1813'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU1813'THE STATION IS LOCATED AT THE SOUTHWEST END OF THE BREAKWATER ON THE
 TU1813'EAST SIDE OF HANAPEPE BAY.  IT IS A FLASHING WHITE LIGHT MOUNTED
 TU1813'ATOP A WHITE-PAINTED CONCRETE PYRAMID, ABOUT 25 FEET IN
 TU1813'HEIGHT.  POINT OBSERVED WAS THE CENTER OF THE LIGHT.
 TU1813
 TU1813                          STATION RECOVERY (1983)
 TU1813
 TU1813'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1813'LIGHT NO LONGER THERE APPARENTLY DESTROYED BY HURRICANE
 TU1813'EWA - JETTY/BREAKWATER WORK IN PROGRESS.
 TU1813
 TU1813                          STATION RECOVERY (2005)
 TU1813
 TU1813'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2783 ***********************************************************************
 TU2783  DESIGNATION -  HANAWI 1877
 TU2783  PID         -  TU2783
 TU2783  STATE/COUNTY-  HI/MAUI
 TU2783  USGS QUAD   -  NAHIKU (1983)
 TU2783
 TU2783                         *CURRENT SURVEY CONTROL
 TU2783  ___________________________________________________________________
 TU2783* NAD 83(1993)-  20 49 16.24322(N)    156 06 04.28080(W)     ADJUSTED  
 TU2783* LOCAL TIDAL -       165.     (meters)     541.     (feet)  SCALED    
 TU2783  ___________________________________________________________________
 TU2783  EPOCH DATE  -        1993.62
 TU2783  LAPLACE CORR-         -11.61  (seconds)                    DEFLEC99
 TU2783  GEOID HEIGHT-          14.97  (meters)                     GEOID03
 TU2783
 TU2783  HORZ ORDER  -  THIRD
 TU2783
 TU2783.The horizontal coordinates were established by classical geodetic methods
 TU2783.and adjusted by the National Geodetic Survey in December 1998..
 TU2783.The horizontal coordinates are valid at the epoch date displayed above.
 TU2783.The epoch date for horizontal control is a decimal equivalence
 TU2783.of Year/Month/Day.
 TU2783
 TU2783.The orthometric height was scaled from a topographic map.
 TU2783
 TU2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2783
 TU2783.The geoid height was determined by GEOID03.
 TU2783
 TU2783;                    North         East     Units Scale Factor Converg.
 TU2783;SPC HI 2     -    54,111.579   558,861.425   MT  1.00000947   +0 12 03.6
 TU2783;UTM  04      - 2,305,071.868   801,724.197   MT  1.00072523   +1 01 52.2
 TU2783
 TU2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2783!SPC HI 2     -   0.99997171  x   1.00000947  =   0.99998118
 TU2783!UTM  04      -   0.99997171  x   1.00072523  =   1.00069692
 TU2783
 TU2783:                Primary Azimuth Mark                     Grid Az
 TU2783:SPC HI 2     -  PUU HINAI                                132 49 19.1
 TU2783:UTM  04      -  PUU HINAI                                131 59 30.5
 TU2783
 TU2783|---------------------------------------------------------------------|
 TU2783| PID    Reference Object                     Distance      Geod. Az  |
 TU2783|                                                           dddmmss.s |
 TU2783| TU2785 PUU HINAI                           APPROX. 6.0 KM 1330122.7 |
 TU2783| TU2790 PAUWALU 1877                        APPROX. 5.2 KM 3224720.2 |
 TU2783|---------------------------------------------------------------------|
 TU2783
 TU2783                          SUPERSEDED SURVEY CONTROL
 TU2783
 TU2783  NAD 83(1986)-  20 49 16.20872(N)    156 06 04.29320(W) AD(       ) 3
 TU2783  OLD HI      -  20 49 27.89000(N)    156 06 14.55000(W) AD(       ) 3
 TU2783
 TU2783.Superseded values are not recommended for survey control.
 TU2783.NGS no longer adjusts projects to the OLD HI datum.
 TU2783.See file dsdata.txt to determine how the superseded data were derived.
 TU2783
 TU2783_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ0172405072(NAD 83)
 TU2783
 TU2783  HISTORY     - Date     Condition        Report By
 TU2783  HISTORY     - 1877     MONUMENTED       HIGS
 TU2783
 TU2783                          STATION DESCRIPTION
 TU2783
 TU2783'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2783'NEAR THE NORTHEAST COAST OF EAST MAUI, IN KOOLAU DISTRICT, ON A
 TU2783'HILL EAST OF THE HANAWI RIVER, ABOVE NAHIKU, IN LAND OF HONOLULU
 TU2783'NUI, AT THE WEST CORNER OF GRANT 3190.  MARKED BY A 4-INCH IRON
 TU2783'PIPE SET IN CONCRETE, AND COVERED WITH A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2613 ***********************************************************************
 TU2613  DESIGNATION -  HAND 1928
 TU2613  PID         -  TU2613
 TU2613  STATE/COUNTY-  HI/HAWAII
 TU2613  USGS QUAD   -  ANAEHOOMALU (1997)
 TU2613
 TU2613                         *CURRENT SURVEY CONTROL
 TU2613  ___________________________________________________________________
 TU2613* NAD 83(1993)-  19 55 53.14965(N)    155 52 46.42154(W)     ADJUSTED  
 TU2613* LOCAL TIDAL -        27.0    (meters)      89.     (feet)  VERT ANG  
 TU2613  ___________________________________________________________________
 TU2613  EPOCH DATE  -        1993.62
 TU2613  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 TU2613  GEOID HEIGHT-          20.52  (meters)                     GEOID03
 TU2613
 TU2613  HORZ ORDER  -  THIRD
 TU2613
 TU2613.The horizontal coordinates were established by classical geodetic methods
 TU2613.and adjusted by the National Geodetic Survey in December 1998..
 TU2613.The horizontal coordinates are valid at the epoch date displayed above.
 TU2613.The epoch date for horizontal control is a decimal equivalence
 TU2613.of Year/Month/Day.
 TU2613
 TU2613.The orthometric height was determined by vertical angle observations.
 TU2613
 TU2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2613
 TU2613.The geoid height was determined by GEOID03.
 TU2613
 TU2613;                    North         East     Units Scale Factor Converg.
 TU2613;SPC HI 1     -   121,596.551   460,263.920   MT  0.99998617   -0 07 45.8
 TU2613;UTM  05      - 2,206,477.238   198,554.519   MT  1.00072330   -0 58 56.5
 TU2613
 TU2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2613!SPC HI 1     -   0.99999253  x   0.99998617  =   0.99997870
 TU2613!UTM  05      -   0.99999253  x   1.00072330  =   1.00071583
 TU2613
 TU2613                          SUPERSEDED SURVEY CONTROL
 TU2613
 TU2613  NAD 83(1986)-  19 55 53.14054(N)    155 52 46.43055(W) AD(       ) 3
 TU2613  OLD HI      -  19 56 04.57800(N)    155 52 56.18800(W) AD(       ) 3
 TU2613
 TU2613.Superseded values are not recommended for survey control.
 TU2613.NGS no longer adjusts projects to the OLD HI datum.
 TU2613.See file dsdata.txt to determine how the superseded data were derived.
 TU2613
 TU2613_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9855506477(NAD 83)
 TU2613_MARKER: Z = SEE DESCRIPTION
 TU2613_SETTING: 0 = UNSPECIFIED SETTING
 TU2613
 TU2613  HISTORY     - Date     Condition        Report By
 TU2613  HISTORY     - 1928     MONUMENTED       CGS
 TU2613  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2613  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2613  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2613
 TU2613                          STATION DESCRIPTION
 TU2613
 TU2613'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2613'ON THE NORTHWEST COAST OF HAWAII, ABOUT 8.1 MILES SOUTH BY WEST
 TU2613'OF KAWAIHAE LIGHT, ON ANAEHOOMALU POINT, SOUTH SIDE OF
 TU2613'HONOKAOPE BAY, AND ABOUT 200 METERS BACK FROM HIGH WATER
 TU2613'LINE.  AN OLD LAVA FLOW SURROUNDS THE STATION AND EXTENDS
 TU2613'SEVERAL MILES INLAND.  STATION IS ON A KNOLL ABOUT 15 METERS
 TU2613'ABOVE THE MAIN LAVA FLOW.  TWO ROCK CAIRNS, 1 METER HIGH, STAND
 TU2613'3 METERS NORTH OF THE STATION.  THERE ARE A FEW TREES ALONG THE
 TU2613'SHORE LINE 0.5 MILE TO THE SOUTH, 0.3 MILE TO THE NORTH, AND
 TU2613'ALSO ON A SAND BEACH ABOUT 200 METERS NORTHWEST OF THE
 TU2613'STATION.  STATION MARKED BY A STANDARD HYDROGRAPHIC DISK
 TU2613'STATION MARK SET IN A SMALL WHITE ROCK CEMENTED TOGETHER WITH
 TU2613'PORTLAND CEMENT AND SAND.
 TU2613
 TU2613                          STATION RECOVERY (1967)
 TU2613
 TU2613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2613'STATION MARK WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 8
 TU2613'MILES SOUTHWEST OF KAWAIHAE, 1/2-MILE NORTHWEST OF THE
 TU2613'KIHOLO-PUAKO TRAIL AND 300 YARDS SOUTH OF THE SOUTH SIDE OF
 TU2613'HONOKAOPE BAY, ON A PROMINENT BROWN LAVA KNOLL THAT IS THE
 TU2613'HIGHEST IN THE AREA.
 TU2613'
 TU2613'TO REACH STATION FROM THE POST OFFICE IN KAWAIHAE, GO SOUTHEAST
 TU2613'FOR 1.5 MILES.  TURN RIGHT ON ROAD TO PUAKO AND GO 4.2 MILES
 TU2613'TO END OF MACADAM ROAD AT PUAKO.  TURN RIGHT AND FOLLOW TRACK
 TU2613'ROAD ALONG BEACH FOR 0.1 MILE TO LOCKED BOARD GATE.  PASS
 TU2613'THROUGH GATE AND CONTINUE SOUTHERLY FOR 0.4 MILE TO LOCKED CHAIN
 TU2613'GATE.  PASS THROUGH GATE AND CONTINUE FOR 1.05 MILES TO SIDE
 TU2613'ROAD LEFT, 0.1 MILE BEFORE REACHING GROUP OF BUILDINGS.  TURN
 TU2613'LEFT AND FOLLOW ROUGH BULL-DOZED ROAD ACROSS LAVA FIELDS FOR
 TU2613'0.45 MILE TO LOCKED CHAIN GATE.  PASS THROUGH GATE AND
 TU2613'CONTINUE FOR 0.35 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.6
 TU2613'MILE TO END OF ROAD AT HONOKAOPE BAY.  PACK SOUTH ABOUT 200
 TU2613'YARDS TO STATION.
 TU2613'
 TU2613'STATION MARK IS AN UNSTAMPED HYDROGRAPHIC SURVEY DISK, CEMENTED
 TU2613'IN THE TOP OF A PILE OF BOULDERS CEMENTED TOGETHER.  THERE IS A
 TU2613'LARGE HYDROGRAPHIC SIGNAL CENTERED OVER THE MARK.  NOTE--KEY
 TU2613'FOR LOCKED GATES WAS OBTAINED AT PARKER RANCH OFFICE.
 TU2613
 TU2613                          STATION RECOVERY (1968)
 TU2613
 TU2613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2613'STATION WAS RECOVERED IN GOOD CONDITION (1 MARK ONLY).  STATION
 TU2613'WAS NOT OCCUPIED AT THIS TIME.
 TU2613'
 TU2613'LOCATION IS ON THE NORTHWEST COAST OF THE ISLAND OF HAWAII
 TU2613'ABOUT EIGHT MILES SOUTHWEST OF THE TOWN OF KAWAIHAE ON LULAHALA
 TU2613'POINT, ONE-HALF MILE NORTHWEST OF THE KIHOLO-PUAKO TRAIL ON A
 TU2613'PROMINENT BROWN LAVA KNOLL THAT IS THE HIGHEST IN THE AREA.
 TU2613'
 TU2613'TO REACH STATION FROM THE HARBOR IN KAWAIHAE GO SOUTHEAST ON
 TU2613'STATE ROUTE 26 FOR 1.8 MILE.  TURN RIGHT AS GOING TO THE VILLAGE
 TU2613'OF PUAKO.  FOLLOW THIS ROAD SOUTH FOR 4.2 MILES TO END OF
 TU2613'PAVEMENT AND TURN RIGHT TO FOLLOW TRACK ROAD ALONG
 TU2613'BEACH.  CONTINUE FOR 0.1 MILE TO LOCKED BOARD GATE.  PASS THROUGH
 TU2613'GATE AND PROCEED SOUTH ANOTHER 0.4 MILE TO LOCKED CHAIN GATE.
 TU2613'PASS THROUGH GATE ONTO CRUSHED WHITE ROCK ROAD.  1.05 MILE FURTHER
 TU2613'TURN LEFT JUST PAST GREEN WATER TANK ONTO ROUGH BULLDOZED ROAD
 TU2613'THROUGH LAVA FIELD.  ONE-HALF MILE FURTHER THERE IS ANOTHER
 TU2613'LOCKED CHAIN GATE.  PASS THROUGH AND CONTINUE 0.35 MILE
 TU2613'TO FORK IN ROAD.  TAKE THE RIGHT FORK AND GO 0.6 MILE TO
 TU2613'LARGE LEVELED-OFF AREA JUST SOUTH OF HONOKAOPE BAY.  FROM HERE
 TU2613'WALK 200 YARDS SOUTH TO THE LAVA HILL MENTIONED ABOVE.
 TU2613'THREE METERS NORTH OF THE STATIION ARE TWO ROCK CAIRNS EACH
 TU2613'ABOUT ONE METER HIGH.
 TU2613'
 TU2613'STATION MARK IS AN UNSTAMPED HYDROGRAPHIC SURVEY DISK CEMENTED
 TU2613'IN THE TOP OF PILE OF ROCKS (ONE FOOT HIGH) WHICH ARE ALL
 TU2613'CEMENTED TOGETHER WITH WHITE CEMENT STILL VERY INTACT.
 TU2613'
 TU2613'OBTAIN KEY FOR ALL THREE GATES AT THE PARKER RANCH OFFICE IN
 TU2613'KAMUELA.
 TU2613
 TU2613                          STATION RECOVERY (1971)
 TU2613
 TU2613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2613'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1928.
 TU2613'
 TU2613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2613'8.1 MILES SOUTHWEST OF KAWAIHAE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH8364 ***********************************************************************
 AH8364  DESIGNATION -  HAOLE
 AH8364  PID         -  AH8364
 AH8364  STATE/COUNTY-  HI/HAWAII
 AH8364  USGS QUAD   -  KA LAE (1982)
 AH8364
 AH8364                         *CURRENT SURVEY CONTROL
 AH8364  ___________________________________________________________________
 AH8364* NAD 83(1986)-  18 55 14.56149(N)    155 41 02.93571(W)     ADJUSTED  
 AH8364* LOCAL TIDAL -       241.     (meters)     791.     (feet)  SCALED    
 AH8364  ___________________________________________________________________
 AH8364  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AH8364  GEOID HEIGHT-          14.40  (meters)                     GEOID03
 AH8364
 AH8364  HORZ ORDER  -  THIRD
 AH8364
 AH8364.The horizontal coordinates were established by classical geodetic methods
 AH8364.and adjusted by the National Geodetic Survey in August 2000..
 AH8364
 AH8364.The orthometric height was scaled from a topographic map.
 AH8364
 AH8364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8364
 AH8364.The geoid height was determined by GEOID03.
 AH8364
 AH8364;                    North         East     Units Scale Factor Converg.
 AH8364;SPC HI 1     -     9,681.730   480,602.057   MT  0.99997132   -0 03 35.0
 AH8364;UTM  05      - 2,094,202.873   217,277.862   MT  1.00058822   -0 52 15.4
 AH8364
 AH8364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8364!SPC HI 1     -   0.99995979  x   0.99997132  =   0.99993112
 AH8364!UTM  05      -   0.99995979  x   1.00058822  =   1.00054799
 AH8364
 AH8364                          SUPERSEDED SURVEY CONTROL
 AH8364
 AH8364.No superseded survey control is available for this station.
 AH8364
 AH8364_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1727894203(NAD 83)
 AH8364_MARKER: DD = SURVEY DISK
 AH8364_SETTING: 66 = SET IN ROCK OUTCROP
 AH8364_STAMPING: HAOLE 1979
 AH8364_MARK LOGO: NOS   
 AH8364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8364+STABILITY: POSITION/ELEVATION WELL
 AH8364
 AH8364  HISTORY     - Date     Condition        Report By
 AH8364  HISTORY     - 1979     MONUMENTED       NOS
 AH8364
 AH8364                          STATION DESCRIPTION
 AH8364
 AH8364'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (WLM)
 AH8364'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTH OF SOUTH POINT ON THE
 AH8364'ISLAND OF HAWAII ON A LAVA CLIFF ABOVE THE WESTERN SHORE. TO REACH
 AH8364'FROM THE POST OFFICE IN NAALEHU GO WEST ON STATE HWY 11 FOR 5.0 MI
 AH8364'(8.0 KM) TO THE SOUTH POINT ROAD.  TURN LEFT AND FOLLOW SOUTH POINT
 AH8364'ROAD FOR 10.4 MI (16.7 KM) TO A FORK ABOUT 1 MI (1.6 KM) NORTH OF THE
 AH8364'SOUTH POINT LIGHT.  TURN RIGHT AT FORK AND CONTINUE FOR ABOUT 0.25 MI
 AH8364'(0.40 KM) TO A BLOCKED ROAD ON THE RIGHT.  TURN RIGHT AND THEN
 AH8364'IMMEDIATLY LEFT ONTO A DIM TRACK ROAD THAT FOLLOWS THE CREST OF THE
 AH8364'CLIFF OVER THE BEACH.  FOLLOW THE TRACK ROAD FOR 0.1 MI (0.2 KM) TO
 AH8364'FIRST SMALL POINT IN CLIFF TO WESTWARD AND STATION. STATION IS SET IN
 AH8364'A DRILL HOLE IN LAVA BEDROCK ABOUT 5 FT (1.5 M) EAST OF THE EDGE OF A
 AH8364'40 FT (12.2 M) CLIFF ALONG THE WESTERN SHORE OF SOUTH POINT. REFERENCE
 AH8364'MARK 1 IS A STANDARD DISK STAMPED---HAOLE 1979 RM1---SET IN A DRILL
 AH8364'HOLE IN LAVA BEDROCK 20.248 M (66.430 FT) EAST SOUTHEAST OF THE
 AH8364'STATION AND ABOUT THE SAME LEVEL.REFERENCE MARK 2 IS A STANDARD DISK
 AH8364'STAMPED---HAOLE 1979 RM2---SET IN A DRILL HOLE IN LAVA BEDROCK 16.94 M
 AH8364'(55.58 FT) NORTHEAST AND AT THE SAME LEVEL AS THE STATION. DISTANCES
 AH8364'ARE SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2808 ***********************************************************************
 TU2808  DESIGNATION -  HAOU 1878
 TU2808  PID         -  TU2808
 TU2808  STATE/COUNTY-  HI/MAUI
 TU2808  USGS QUAD   -  KIPAHULU (1983)
 TU2808
 TU2808                         *CURRENT SURVEY CONTROL
 TU2808  ___________________________________________________________________
 TU2808* NAD 83(1993)-  20 41 35.32855(N)    156 00 15.19388(W)     ADJUSTED  
 TU2808* LOCAL TIDAL -        40.     (meters)     131.     (feet)  SCALED    
 TU2808  ___________________________________________________________________
 TU2808  EPOCH DATE  -        1993.62
 TU2808  LAPLACE CORR-         -13.44  (seconds)                    DEFLEC99
 TU2808  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU2808
 TU2808  HORZ ORDER  -  THIRD
 TU2808
 TU2808.The horizontal coordinates were established by classical geodetic methods
 TU2808.and adjusted by the National Geodetic Survey in December 1998..
 TU2808.The horizontal coordinates are valid at the epoch date displayed above.
 TU2808.The epoch date for horizontal control is a decimal equivalence
 TU2808.of Year/Month/Day.
 TU2808
 TU2808.The orthometric height was scaled from a topographic map.
 TU2808
 TU2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2808
 TU2808.The geoid height was determined by GEOID03.
 TU2808
 TU2808;                    North         East     Units Scale Factor Converg.
 TU2808;SPC HI 2     -    39,974.881   569,013.435   MT  1.00002550   +0 14 02.7
 TU2808;UTM  04      - 2,291,072.859   812,087.112   MT  1.00080389   +1 03 34.0
 TU2808;UTM  05      - 2,291,089.155   187,032.929   MT  1.00081069   -1 03 44.8
 TU2808
 TU2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2808!SPC HI 2     -   0.99999136  x   1.00002550  =   1.00001686
 TU2808!UTM  04      -   0.99999136  x   1.00080389  =   1.00079525
 TU2808!UTM  05      -   0.99999136  x   1.00081069  =   1.00080205
 TU2808
 TU2808:                Primary Azimuth Mark                     Grid Az
 TU2808:SPC HI 2     -  ALAU FLAG                                034 10 23.2
 TU2808:UTM  04      -  ALAU FLAG                                033 20 51.9
 TU2808:UTM  05      -  ALAU FLAG                                035 28 10.7
 TU2808
 TU2808|---------------------------------------------------------------------|
 TU2808| PID    Reference Object                     Distance      Geod. Az  |
 TU2808|                                                           dddmmss.s |
 TU2808| TU2768 ALAU FLAG                           APPROX. 4.5 KM 0342425.9 |
 TU2808| TU2836 MAKAHAHANA                          APPROX. 1.9 KM 3045630.2 |
 TU2808|---------------------------------------------------------------------|
 TU2808
 TU2808                          SUPERSEDED SURVEY CONTROL
 TU2808
 TU2808  NAD 83(1986)-  20 41 35.29508(N)    156 00 15.21660(W) AD(       ) 3
 TU2808  OLD HI      -  20 41 47.78000(N)    156 00 23.68000(W) AD(       ) 3
 TU2808
 TU2808.Superseded values are not recommended for survey control.
 TU2808.NGS no longer adjusts projects to the OLD HI datum.
 TU2808.See file dsdata.txt to determine how the superseded data were derived.
 TU2808
 TU2808_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1208791073(NAD 83)
 TU2808
 TU2808  HISTORY     - Date     Condition        Report By
 TU2808  HISTORY     - 1878     MONUMENTED       HIGS
 TU2808
 TU2808                          STATION DESCRIPTION
 TU2808
 TU2808'DESCRIBED BY HAWAII GEODETIC SURVEY 1878
 TU2808'NEAR EASTERN END OF EAST MAUI IN SOUTHERN PART OF HANA DISTRICT, IN
 TU2808'LAND OF SAME NAME, NEAR THE SEA, AND JUST BELOW THE GOVERNMENT
 TU2808'ROAD BELOW THE SCHOOLHOUSE.  MARKED BY CROSS CUT IN ROCK SUNK IN
 TU2808'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1934 ***********************************************************************
 TU1934  DESIGNATION -  HAR 1910
 TU1934  PID         -  TU1934
 TU1934  STATE/COUNTY-  HI/KAUAI
 TU1934  USGS QUAD   -  KAPAA (1996)
 TU1934
 TU1934                         *CURRENT SURVEY CONTROL
 TU1934  ___________________________________________________________________
 TU1934* NAD 83(1993)-  22 03 03.94939(N)    159 19 56.97980(W)     ADJUSTED  
 TU1934* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1934  ___________________________________________________________________
 TU1934  EPOCH DATE  -        1993.62
 TU1934  LAPLACE CORR-         -14.28  (seconds)                    DEFLEC99
 TU1934  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1934
 TU1934  HORZ ORDER  -  THIRD
 TU1934
 TU1934.The horizontal coordinates were established by classical geodetic methods
 TU1934.and adjusted by the National Geodetic Survey in December 1998..
 TU1934.The horizontal coordinates are valid at the epoch date displayed above.
 TU1934.The epoch date for horizontal control is a decimal equivalence
 TU1934.of Year/Month/Day.
 TU1934
 TU1934.The orthometric height was scaled from a topographic map.
 TU1934
 TU1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1934
 TU1934.The geoid height was determined by GEOID03.
 TU1934
 TU1934;                    North         East     Units Scale Factor Converg.
 TU1934;SPC HI 4     -    24,122.115   517,290.631   MT  0.99999369   +0 03 46.4
 TU1934;UTM  04      - 2,438,520.076   465,691.818   MT  0.99961454   -0 07 29.4
 TU1934
 TU1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1934!SPC HI 4     -   0.99999664  x   0.99999369  =   0.99999033
 TU1934!UTM  04      -   0.99999664  x   0.99961454  =   0.99961118
 TU1934
 TU1934                          SUPERSEDED SURVEY CONTROL
 TU1934
 TU1934  NAD 83(1986)-  22 03 03.92131(N)    159 19 57.03430(W) AD(       ) 3
 TU1934  OLD HI      -  22 03 15.26000(N)    159 20 07.10000(W) AD(       ) 3
 TU1934
 TU1934.Superseded values are not recommended for survey control.
 TU1934.NGS no longer adjusts projects to the OLD HI datum.
 TU1934.See file dsdata.txt to determine how the superseded data were derived.
 TU1934
 TU1934_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6569238520(NAD 83)
 TU1934
 TU1934  HISTORY     - Date     Condition        Report By
 TU1934  HISTORY     - 1910     MONUMENTED       CGS
 TU1934  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1934  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1934  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU1934
 TU1934                          STATION DESCRIPTION
 TU1934
 TU1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1934'ON THE EAST COAST OF KAUAI, ON A HIGH POINT OF SHORE LINE 1/2
 TU1934'MILE NORTH OF WAILUA RIVER, AND 200 METERS EAST OF NORTH END
 TU1934'OF COCONUT GROVE.  IT IS IN A PASTURE AND ABOUT 20 METERS BACK
 TU1934'FROM AND 20 FEET ABOVE HIGH-WATER MARK.  MARKED BY A CROSS CUT
 TU1934'IN A FLAT ROCK.  REFERENCE MARK 5 NAILS DRIVEN INTO TOP OF
 TU1934'FENCE POST 34 METERS NORTHEAST.
 TU1934
 TU1934                          STATION RECOVERY (1958)
 TU1934
 TU1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1934'IDENTITY NOT CERTAIN.  A ONE INCH DRILL HOLE WAS FOUND IN THE
 TU1934'CENTER OF A CROSS-CUT IN THE TOP OF A 2 FT X 3 FT PYRAMID
 TU1934'SHAPED BOULDER.  NATIVES SAY THE NORTHEND OF AN OLD COCONUT
 TU1934'GROVE WAS ABOUT 200 METERS WEST OF THE MARK.  THE MARK IS NOW
 TU1934'153 FEET EAST OF THE CENTER LINE OF AN OLD PAVED ROAD, ABOUT 70
 TU1934'FEET BACK FROM AND 20 FEET ABOVE HIGH-WATER LINE, AND 5 FEET
 TU1934'NORTH OF THE CENTER LINE OF A LANE, BELONGING TO THE TERRITORY,
 TU1934'AND LEADING DOWN TO THE SMALL COVE.  THE MARK IS NOW
 TU1934'SURROUNDED BY PRIVATE HOMES.  THE R.M. WAS NOT FOUND.
 TU1934'
 TU1934'TO REACH FROM THE BRIDGE ACROSS WAILUA RIVER, GO 0.4 MILE NORTH
 TU1934'ALONG THE MAIN HIGHWAY.  TURN RIGHT AND GO 0.15 MILE ALONG OLD
 TU1934'PAVED ROAD TO THE TERRITORIAL LANE ON RIGHT, LEADING DOWN TO THE
 TU1934'BEACH.
 TU1934
 TU1934                          STATION RECOVERY (1965)
 TU1934
 TU1934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1934'STATION IS GONE.  A DRILL HOLE IN A LARGE ROCK WAS FOUND IN A
 TU1934'LANE IN VICINITY OF STATION.
 TU1934'
 TU1934'SUBSEQUENT INVESTIGATION AT THE HAWAII STATE SURVEY OFFICE PROVED
 TU1934'THIS TO BE A SURVEY POINT CALLED PAPALOA ESTABLISHED BY THE
 TU1934'TERRITORIAL SURVEY LONG AGO ON THE 10-FOOT-WIDE, BEACH ACCESS
 TU1934'STRIP.
 TU1934'
 TU1934'THE DISTANCE AND AZIMUTH OF HAR FROM THIS MARK WERE COMPUTED AND
 TU1934'A SEARCH WAS MADE BUT NO MARK FOUND.  THE POINT FALLS IN THE BACK
 TU1934'YARD LAWN OF A HOME.
 TU1934
 TU1934                          STATION RECOVERY (1998)
 TU1934
 TU1934'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2045 ***********************************************************************
 TU2045  DESIGNATION -  HASP LAUNCHER 1964
 TU2045  PID         -  TU2045
 TU2045  STATE/COUNTY-  HI/KAUAI
 TU2045  USGS QUAD   -  KEKAHA (1983)
 TU2045
 TU2045                         *CURRENT SURVEY CONTROL
 TU2045  ___________________________________________________________________
 TU2045* NAD 83(1993)-  22 02 33.08439(N)    159 46 57.48961(W)     ADJUSTED  
 TU2045* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU2045  ___________________________________________________________________
 TU2045  EPOCH DATE  -        1993.62
 TU2045  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 TU2045  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU2045
 TU2045  HORZ ORDER  -  SECOND
 TU2045
 TU2045.The horizontal coordinates were established by classical geodetic methods
 TU2045.and adjusted by the National Geodetic Survey in December 1998..
 TU2045.The horizontal coordinates are valid at the epoch date displayed above.
 TU2045.The epoch date for horizontal control is a decimal equivalence
 TU2045.of Year/Month/Day.
 TU2045
 TU2045.The orthometric height was scaled from a topographic map.
 TU2045
 TU2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2045
 TU2045.The geoid height was determined by GEOID03.
 TU2045
 TU2045;                    North         East     Units Scale Factor Converg.
 TU2045;SPC HI 4     -    23,190.279   470,823.314   MT  1.00000051   -0 06 21.9
 TU2045;UTM  04      - 2,437,740.735   419,237.941   MT  0.99968059   -0 17 37.4
 TU2045
 TU2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2045!SPC HI 4     -   0.99999683  x   1.00000051  =   0.99999734
 TU2045!UTM  04      -   0.99999683  x   0.99968059  =   0.99967742
 TU2045
 TU2045                          SUPERSEDED SURVEY CONTROL
 TU2045
 TU2045  NAD 83(1986)-  22 02 33.04945(N)    159 46 57.51553(W) AD(       ) 2
 TU2045  OLD HI      -  22 02 44.32910(N)    159 47 07.56140(W) AD(       ) 2
 TU2045
 TU2045.Superseded values are not recommended for survey control.
 TU2045.NGS no longer adjusts projects to the OLD HI datum.
 TU2045.See file dsdata.txt to determine how the superseded data were derived.
 TU2045
 TU2045_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1923837741(NAD 83)
 TU2045
 TU2045  HISTORY     - Date     Condition        Report By
 TU2045  HISTORY     - 1964     MONUMENTED       CGS
 TU2045  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2045
 TU2045                          STATION DESCRIPTION
 TU2045
 TU2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2045'THE STATION IS LOCATED ON BONHAM AUXILIARY LANDING FIELD, ABOUT
 TU2045'1.0 MILE SOUTHWEST OF THE MAIN GATE, ABOUT 0.05 MILE SOUTHWEST
 TU2045'OF THE END OF THE NORTH RUNWAY AND IN THE CENTER OF AN OLD PARKING
 TU2045'AREA FOR PLANES.
 TU2045'
 TU2045'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SANDS
 TU2045'1964, DISTANCE BEING 136.022 METERS (446.265 FEET) NORTH-NORTHWEST
 TU2045'OF STATION SANDS 1964.  THE MARK IS THE CENTER OF THE BASE OF
 TU2045'HASP LAUNCHER.
 TU2045
 TU2045                          STATION RECOVERY (1983)
 TU2045
 TU2045'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2045'DESTROYED - LAUNCHER REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0739 ***********************************************************************
 TU0739  DESIGNATION -  HASP LAUNCHER 324306
 TU0739  PID         -  TU0739
 TU0739  STATE/COUNTY-  HI/KAUAI
 TU0739  USGS QUAD   -  KEKAHA (1983)
 TU0739
 TU0739                         *CURRENT SURVEY CONTROL
 TU0739  ___________________________________________________________________
 TU0739* NAD 83(1986)-  22 02 33.     (N)    159 46 58.     (W)     SCALED    
 TU0739* LOCAL TIDAL -         5.155  (meters)      16.91   (feet)  ADJ UNCH  
 TU0739  ___________________________________________________________________
 TU0739  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0739
 TU0739  VERT ORDER  -  SECOND    CLASS 0
 TU0739
 TU0739.The horizontal coordinates were scaled from a topographic map and have
 TU0739.an estimated accuracy of +/- 6 seconds.
 TU0739
 TU0739.The orthometric height was key entered from printed documents
 TU0739.and not key verified.
 TU0739
 TU0739.The geoid height was determined by GEOID03.
 TU0739
 TU0739;                    North         East    Units  Estimated Accuracy
 TU0739;SPC HI 4     -    23,190.      470,810.      MT  (+/- 180 meters Scaled)
 TU0739
 TU0739                          SUPERSEDED SURVEY CONTROL
 TU0739
 TU0739.No superseded survey control is available for this station.
 TU0739
 TU0739_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK192377(NAD 83)
 TU0739_MARKER: Z = SEE DESCRIPTION
 TU0739_SETTING: 0 = UNSPECIFIED SETTING
 TU0739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0739
 TU0739  HISTORY     - Date     Condition        Report By
 TU0739  HISTORY     - UNK      MONUMENTED       CGS
 TU0739  HISTORY     - 1964     GOOD             NGS
 TU0739  HISTORY     - 1966     GOOD             NGS
 TU0739
 TU0739                          STATION DESCRIPTION
 TU0739
 TU0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0739'IN BONHAM A.L.F..
 TU0739'0.65 MILE NORTH ALONG A MACADAM ROAD FROM THE SENTRY POST AT THE MAIN
 TU0739'GATE OF THE BONHAM AUXILIARY LANDING FIELD, THENCE 0.65 MILE WEST
 TU0739'ALONG A MACADAM ROAD.  AN ELEVATION WAS PLACED ON THE HORIZONTAL AXIS
 TU0739'OF A SMALL, WHITE-PAINTED ROCKET LAUNCHER IN THE CENTER OF AN OLD
 TU0739'PAVED AIRPLANE PARKING AREA.
 TU0739
 TU0739                          STATION RECOVERY (1966)
 TU0739
 TU0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0742 ***********************************************************************
 TU0742  DESIGNATION -  HASP LAUNCHER 324308
 TU0742  PID         -  TU0742
 TU0742  STATE/COUNTY-  HI/KAUAI
 TU0742  USGS QUAD   -  KEKAHA (1983)
 TU0742
 TU0742                         *CURRENT SURVEY CONTROL
 TU0742  ___________________________________________________________________
 TU0742* NAD 83(1986)-  22 02 33.     (N)    159 46 58.     (W)     SCALED    
 TU0742* LOCAL TIDAL -         4.005  (meters)      13.14   (feet)  ADJ UNCH  
 TU0742  ___________________________________________________________________
 TU0742  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0742
 TU0742  VERT ORDER  -  SECOND    CLASS 0
 TU0742
 TU0742.The horizontal coordinates were scaled from a topographic map and have
 TU0742.an estimated accuracy of +/- 6 seconds.
 TU0742
 TU0742.The orthometric height was key entered from printed documents
 TU0742.and not key verified.
 TU0742
 TU0742.The geoid height was determined by GEOID03.
 TU0742
 TU0742;                    North         East    Units  Estimated Accuracy
 TU0742;SPC HI 4     -    23,190.      470,810.      MT  (+/- 180 meters Scaled)
 TU0742
 TU0742                          SUPERSEDED SURVEY CONTROL
 TU0742
 TU0742.No superseded survey control is available for this station.
 TU0742
 TU0742_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK192377(NAD 83)
 TU0742_MARKER: Z = SEE DESCRIPTION
 TU0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0742_STAMPING: HASP LAUNCHER 324308 1965
 TU0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0742+STABILITY: SURFACE MOTION
 TU0742
 TU0742  HISTORY     - Date     Condition        Report By
 TU0742  HISTORY     - 1965     MONUMENTED       CGS
 TU0742
 TU0742                          STATION DESCRIPTION
 TU0742
 TU0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0742'IN BONHAM ALF.
 TU0742'0.4 MILE WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE SENTRY POST AT
 TU0742'THE MAIN GATE OF BONHAM AUXILIARY LANDING FIELD, THENCE 0.5 MILE
 TU0742'NORTHEASTERLY ALONG AN ABANDONED TAXIWAY, THENCE 0.25 MILE NORTHERLY
 TU0742'ACROSS THE RUNWAY, 108 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL
 TU0742'AREA ENCLOSED BY A CHAIN-LINK FENCE, 41 FEET NORTH OF THE NORTH EDGE
 TU0742'OF A CONCRETE FOUNDATION FOR A SMALL ROCKET-LAUNCHER, 2 FEET WEST OF
 TU0742'THE WEST EDGE OF AN OLD AIRCRAFT PARKING AREA AND SET IN THE TOP OF A
 TU0742'12-INCH CONCRETE CYLINDER THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 TU0742'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3211 ***********************************************************************
 TU3211  DESIGNATION -  HAUA
 TU3211  PID         -  TU3211
 TU3211  STATE/COUNTY-  HI/MAUI
 TU3211  USGS QUAD   -  
 TU3211
 TU3211                         *CURRENT SURVEY CONTROL
 TU3211  ___________________________________________________________________
 TU3211* NAD 83(1993)-  20 51 13.61230(N)    156 50 18.61448(W)     ADJUSTED  
 TU3211* LOCAL TIDAL -        75.2    (meters)     247.     (feet)  VERT ANG  
 TU3211  ___________________________________________________________________
 TU3211  EPOCH DATE  -        1993.62
 TU3211  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 TU3211  GEOID HEIGHT-          16.26  (meters)                     GEOID03
 TU3211
 TU3211  HORZ ORDER  -  SECOND
 TU3211
 TU3211.The horizontal coordinates were established by classical geodetic methods
 TU3211.and adjusted by the National Geodetic Survey in December 1998..
 TU3211.The horizontal coordinates are valid at the epoch date displayed above.
 TU3211.The epoch date for horizontal control is a decimal equivalence
 TU3211.of Year/Month/Day.
 TU3211
 TU3211.The orthometric height was determined by vertical angle observations.
 TU3211
 TU3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3211
 TU3211.The geoid height was determined by GEOID03.
 TU3211
 TU3211;                    North         East     Units Scale Factor Converg.
 TU3211;SPC HI 2     -    57,627.342   482,117.235   MT  0.99997062   -0 03 40.2
 TU3211;UTM  04      - 2,307,475.996   724,899.860   MT  1.00022511   +0 46 11.2
 TU3211
 TU3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3211!SPC HI 2     -   0.99998563  x   0.99997062  =   0.99995625
 TU3211!UTM  04      -   0.99998563  x   1.00022511  =   1.00021073
 TU3211
 TU3211|---------------------------------------------------------------------|
 TU3211| PID    Reference Object                     Distance      Geod. Az  |
 TU3211|                                                           dddmmss.s |
 TU3211| CN5182 HAUA RM 1                             6.390 METERS 09423     |
 TU3211| CN5183 HAUA RM 2                             3.125 METERS 17858     |
 TU3211| TU3242 LAE                                 APPROX. 5.6 KM 3174833.5 |
 TU3211|---------------------------------------------------------------------|
 TU3211
 TU3211                          SUPERSEDED SURVEY CONTROL
 TU3211
 TU3211  NAD 83(1986)-  20 51 13.56717(N)    156 50 18.57699(W) AD(       ) 2
 TU3211  OLD HI      -  20 51 24.92800(N)    156 50 28.64500(W) AD(       ) 2
 TU3211
 TU3211.Superseded values are not recommended for survey control.
 TU3211.NGS no longer adjusts projects to the OLD HI datum.
 TU3211.See file dsdata.txt to determine how the superseded data were derived.
 TU3211
 TU3211_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2490007476(NAD 83)
 TU3211_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3211_SETTING: 66 = SET IN ROCK OUTCROP
 TU3211
 TU3211  HISTORY     - Date     Condition        Report By
 TU3211  HISTORY     - 1962     MONUMENTED       CGS
 TU3211
 TU3211                          STATION DESCRIPTION
 TU3211
 TU3211'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3211'STATION IS LOCATED ABOUT 5-1/2 MILES AIRLINE EAST-NORTHEAST OF
 TU3211'LANAI CITY AND 3/4 MILE WEST-NORTHWEST OF OLD KEOMUKU VILLAGE.  AT
 TU3211'ABOUT 300 FEET ELEVATION, ON THE RIDGE RUNNING UP ALONG THE
 TU3211'SOUTHEAST SIDE OF KAA GULCH.
 TU3211'
 TU3211'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3211'NORTHERLY ON HIGHWAY 44 FOR 8.6 MILES TO END OF PAVED
 TU3211'ROAD.  CONTINUE ON HIGHWAY 44, DIRT ROAD, FOR 3.3 MILES TO OLD
 TU3211'FENCE LINE CROSSING ROAD.  CONTINUE ON ROAD FOR 2.1 MILES TO GATE
 TU3211'AT HOME IN TREES ON RIGHT, JUST AFTER MAKING A RIGHT
 TU3211'TURN.  CONTINUE ON ROAD FOR 0.3 MILE TO WIDE, SANDY WASH ON
 TU3211'RIGHT, WITH FENCE 50 YARDS RIGHT OF ROAD, AND END OF TRUCK
 TU3211'TRAVEL.  PACK UP WASH, THROUGH KIAWE GROVE, THEN UP ALONG
 TU3211'FLAT-TOPPED RIDGE TO STATION, A DISTANCE OF ABOUT 1/2 MILE
 TU3211'FROM ROAD.
 TU3211'
 TU3211'STATION MARK IS A STANDARD DISK STAMPED HAUA 1962, CEMENTED IN A
 TU3211'DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS
 TU3211'19.3 FEET SOUTH-SOUTHWEST OF A 3-FOOT CAIRN, ABOUT 150 YARDS
 TU3211'NORTHEAST OF A LONE, WINDSWEPT KIAWE TREE, AND ABOUT 1/4 MILE
 TU3211'NORTHWEST OF HAUA GULCH.
 TU3211'
 TU3211'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAUA NO 1
 TU3211'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 TU3211'1-1/2 FEET ABOVE GROUND.  IT IS ABOUT 2 FEET HIGHER THAN THE
 TU3211'STATION.
 TU3211'
 TU3211'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAPED HAUA NO 2
 TU3211'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT
 TU3211'ABOVE GROUND.  IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 TU3211'
 TU3211'NOTE--PACKING TIME ABOUT 20 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3452 ***********************************************************************
 TU3452  DESIGNATION -  HAUAKEA 2
 TU3452  PID         -  TU3452
 TU3452  STATE/COUNTY-  HI/MAUI
 TU3452  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3452
 TU3452                         *CURRENT SURVEY CONTROL
 TU3452  ___________________________________________________________________
 TU3452* NAD 83(1993)-  21 09 22.54327(N)    157 07 44.19703(W)     ADJUSTED  
 TU3452* LOCAL TIDAL -       229.57   (meters)     753.2    (feet)  LEVELING  
 TU3452  ___________________________________________________________________
 TU3452  EPOCH DATE  -        1993.62
 TU3452  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 TU3452  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU3452
 TU3452  HORZ ORDER  -  SECOND
 TU3452  VERT ORDER  -  THIRD ?
 TU3452
 TU3452.The horizontal coordinates were established by classical geodetic methods
 TU3452.and adjusted by the National Geodetic Survey in December 1998..
 TU3452.The horizontal coordinates are valid at the epoch date displayed above.
 TU3452.The epoch date for horizontal control is a decimal equivalence
 TU3452.of Year/Month/Day.
 TU3452
 TU3452.The orthometric height was determined by differential leveling.
 TU3452.The vertical network tie was performed by a horz. field party for horz.
 TU3452.obs reductions. Reset procedures were used to establish the elevation.
 TU3452
 TU3452.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3452
 TU3452.The geoid height was determined by GEOID03.
 TU3452
 TU3452;                    North         East     Units Scale Factor Converg.
 TU3452;SPC HI 2     -    91,176.382   451,988.294   MT  0.99999514   -0 10 00.6
 TU3452;UTM  04      - 2,340,586.913   694,279.270   MT  1.00006645   +0 40 31.8
 TU3452
 TU3452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3452!SPC HI 2     -   0.99996145  x   0.99999514  =   0.99995659
 TU3452!UTM  04      -   0.99996145  x   1.00006645  =   1.00002790
 TU3452
 TU3452:                Primary Azimuth Mark                     Grid Az
 TU3452:SPC HI 2     -  AIRPORT BEACON MOLOKAI AIRPORT           089 25 48.1
 TU3452:UTM  04      -  AIRPORT BEACON MOLOKAI AIRPORT           088 35 15.7
 TU3452
 TU3452|---------------------------------------------------------------------|
 TU3452| PID    Reference Object                     Distance      Geod. Az  |
 TU3452|                                                           dddmmss.s |
 TU3452| TU3387 AIRPORT BEACON MOLOKAI AIRPORT      APPROX. 3.8 KM 0891547.5 |
 TU3452| TU3434 WAIAHEWAHEWA AERO BCN RED LT        APPROX. 2.3 KM 1653707.6 |
 TU3452| CN5184 HAUAKEA 2 RM 1                        5.938 METERS 19036     |
 TU3452| TU3439 MAUNA LOA 1872                      APPROX. 3.3 KM 2415552.9 |
 TU3452| CN5185 HAUAKEA 2 RM 2                       11.655 METERS 25359     |
 TU3452| TU3453 HAUAKEA HIGS 1962                     1.783 METERS 29754     |
 TU3452| TU3454 WALHUNA AERO BEACON RED LIGHT         6.065 METERS 33950     |
 TU3452|---------------------------------------------------------------------|
 TU3452
 TU3452                          SUPERSEDED SURVEY CONTROL
 TU3452
 TU3452  NAD 83(1986)-  21 09 22.50026(N)    157 07 44.14986(W) AD(       ) 2
 TU3452  OLD HI      -  21 09 33.96000(N)    157 07 54.28700(W) AD(       ) 2
 TU3452
 TU3452.Superseded values are not recommended for survey control.
 TU3452.NGS no longer adjusts projects to the OLD HI datum.
 TU3452.See file dsdata.txt to determine how the superseded data were derived.
 TU3452
 TU3452_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9427940587(NAD 83)
 TU3452_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3452_SETTING: 80 = SET IN A BOULDER
 TU3452_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3452
 TU3452  HISTORY     - Date     Condition        Report By
 TU3452  HISTORY     - 1962     MONUMENTED       CGS
 TU3452  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU3452
 TU3452                          STATION DESCRIPTION
 TU3452
 TU3452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3452'STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES EAST-NORTHEAST
 TU3452'OF THE VILLAGE OF MAUNA LOA, 8-1/2 MILES WEST-NORTHWEST OF
 TU3452'KAUNAKAKAI, 2 MILES WEST OF THE MOLOKAI AIRPORT AND 3/4 MILE
 TU3452'NORTH OF STATE HIGHWAY 46, ON THE SUMMIT OF A LONE HILL OF 750
 TU3452'FEET ELEVATION.  THERE IS A LONE POLE ON THE SUMMIT OF THE HILL
 TU3452'WHICH HAS A RED AIRCRAFT WARNING LIGHT ON ITS TOP.
 TU3452'
 TU3452'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46,
 TU3452'JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON
 TU3452'STATE HIGHWAY 46 FOR 7.1 MILES TO A PAVED FORK AND SIGN MAUNA
 TU3452'LOA.  TAKE LEFT FORK AND GO WESTERLY ON STATE HIGHWAY 46 FOR 3.3
 TU3452'MILES TO BOTTOM OF GRADE OPPOSITE THE HILL ON RIGHT.  CONTINUE
 TU3452'ON THE HIGHWAY FOR 1.15 MILES TO SIDE ROAD RIGHT AND BOARD
 TU3452'GATE, BY A POWER POLE.  GO RIGHT, PASSING THROUGH LOCKED GATE,
 TU3452'AND FOLLOW TRACK ROAD FOR 1.1 MILES TO A LEFT CURVE IN ROAD.
 TU3452'TURN RIGHT AND GO SOUTH ON A BARE RED DIRT STRIP FOR 0.15 MILE TO
 TU3452'OLD BOARD GATE ON LEFT AT A T-FENCE.  PASS THROUGH GATE AND
 TU3452'PICK WAY SOUTHEASTERLY CROSS-COUNTRY UP GRADUAL SLOPE FOR 0.25
 TU3452'MILE TO THE BEGINNING OF A BARE RED DIRT AREA.  FOLLOW
 TU3452'NORTHEAST ALONG THE DIRT STRIP FOR 0.35 MILE TO END OF
 TU3452'STRIP AT BASE OF HILL.  FOLLOW OLD BULLDOZED STRIP NORTHEAST
 TU3452'FOR 0.15 MILE TO TOP OF HILL.  BEAR RIGHT ALONG TOP OF HILL FOR
 TU3452'0.1 MILE TO STATION BY LONE LIGHT POLE.
 TU3452'
 TU3452'STATION MARK IS A STATION DISK STAMPED HAUAKEA 2 1962, CEMENTED
 TU3452'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 INCHES ABOVE
 TU3452'GROUND.  IT IS ABOUT 6 FEET NORTHEAST OF A WHITE WITNESS POST
 TU3452'AND 19.9 FEET SOUTH-SOUTHEAST OF THE LIGHT POLE.
 TU3452'
 TU3452'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAUAKEA 2
 TU3452'NO 1 1962, CEMENTED IN A DRILL HOLE IN A BOULDER.
 TU3452'
 TU3452'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAUAKEA 2
 TU3452'NO 2 1962, CEMENTED IN A DRILL HOLE IN A BOULDER.
 TU3452'
 TU3452'STATION MAUNA LOA 1872 1926 WILL SERVE AS THE AZIMUTH MARK.
 TU3452'
 TU3452'NOTE--THE KEY TO THE LOCKED GATE MAY BE OBTAINED FROM THE
 TU3452'MOLOKAI RANCH OFFICE IN KAUNAKAKAI.
 TU3452
 TU3452                          STATION RECOVERY (1973)
 TU3452
 TU3452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU3452'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU3452'CONDITION.  THE DESCRIPTION OF THE STATION IS ACCURATE.
 TU3452'
 TU3452'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3452'5-1/2 MILES NORTHEAST OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3453 ***********************************************************************
 TU3453  DESIGNATION -  HAUAKEA HIGS 1962
 TU3453  PID         -  TU3453
 TU3453  STATE/COUNTY-  HI/MAUI
 TU3453  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3453
 TU3453                         *CURRENT SURVEY CONTROL
 TU3453  ___________________________________________________________________
 TU3453* NAD 83(1993)-  21 09 22.57040(N)    157 07 44.25165(W)     ADJUSTED  
 TU3453* LOCAL TIDAL -       229.     (meters)     751.     (feet)  SCALED    
 TU3453  ___________________________________________________________________
 TU3453  EPOCH DATE  -        1993.62
 TU3453  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 TU3453  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU3453
 TU3453  HORZ ORDER  -  SECOND
 TU3453
 TU3453.The horizontal coordinates were established by classical geodetic methods
 TU3453.and adjusted by the National Geodetic Survey in December 1998..
 TU3453.The horizontal coordinates are valid at the epoch date displayed above.
 TU3453.The epoch date for horizontal control is a decimal equivalence
 TU3453.of Year/Month/Day.
 TU3453
 TU3453.The orthometric height was scaled from a topographic map.
 TU3453
 TU3453.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3453
 TU3453.The geoid height was determined by GEOID03.
 TU3453
 TU3453;                    North         East     Units Scale Factor Converg.
 TU3453;SPC HI 2     -    91,177.221   451,986.721   MT  0.99999514   -0 10 00.7
 TU3453;UTM  04      - 2,340,587.729   694,277.684   MT  1.00006644   +0 40 31.8
 TU3453
 TU3453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3453!SPC HI 2     -   0.99996154  x   0.99999514  =   0.99995668
 TU3453!UTM  04      -   0.99996154  x   1.00006644  =   1.00002798
 TU3453
 TU3453                          SUPERSEDED SURVEY CONTROL
 TU3453
 TU3453  NAD 83(1986)-  21 09 22.52738(N)    157 07 44.20446(W) AD(       ) 2
 TU3453  OLD HI      -  21 09 33.98700(N)    157 07 54.34200(W) AD(       ) 2
 TU3453
 TU3453.Superseded values are not recommended for survey control.
 TU3453.NGS no longer adjusts projects to the OLD HI datum.
 TU3453.See file dsdata.txt to determine how the superseded data were derived.
 TU3453
 TU3453_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9427840588(NAD 83)
 TU3453
 TU3453  HISTORY     - Date     Condition        Report By
 TU3453  HISTORY     - 1962     MONUMENTED       HIGS
 TU3453
 TU3453                          STATION DESCRIPTION
 TU3453
 TU3453'DESCRIBED BY HAWAII GEODETIC SURVEY 1962 (HJS)
 TU3453'A STONE WITH CROSS CHISELED ON TOP WAS RECOVERED AND IS BELIEVED TO
 TU3453'BE THE STATION MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3453'
 TU3453'STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES EAST-NORTHEAST OF
 TU3453'MAUNA LOA, 8-1/2 MILES WEST-NORTHWEST OF KAUNAKAKAI, AND 2 MILES
 TU3453'WEST OF THE MOLOKAI AIRPORT, ON THE SUMMIT OF A LONE HILL OF 750
 TU3453'FEET ELEVATION THAT HAS A LONE, 30-FOOT POLE BEARING A RED,
 TU3453'AIRCRAFT WARNING LIGHT.
 TU3453'
 TU3453'TO REACH FROM MOLOKAI AIRPORT, GO WEST ON HIGHWAY 46 FOR 4.45
 TU3453'MILES TO BOARD GATE ON RIGHT.  PASS THROUGH GATE AND FOLLOW TRACK
 TU3453'ROAD FOR 1.1 MILES TO LEFT CURVE OF ROAD.  GO RIGHT, ON BARE RED
 TU3453'STRIP, FOR 0.15 MILE TO OLD BOARD GATE ON LEFT.  PASS THROUGH GATE
 TU3453'AND FOLLOW DIM TRACK ROAD EASTERLY FOR 0.4 MILE TO BASE OF
 TU3453'HILL.  FOLLOW OLD BULLDOZED ROAD UP HILL AND ALONG TOP FOR 0.25
 TU3453'MILE TO STATION BY POLE.
 TU3453'
 TU3453'THE MARK IS A 4-INCH CROSS CHISELED ON THE TOP OF A
 TU3453'16-INCH-DIAMETER, FLAT ROCK THAT IS SETTING ON TOP OF THE GROUND
 TU3453'IN A SLIGHT DEPRESSION, AND IS COVERED WITH A PILE OF BOULDERS.  IT
 TU3453'IS 18 FEET SOUTH OF THE LONE POLE.
 TU3453'
 TU3453'BECAUSE OF THE UNSUITABLE LOCATION OF THIS MARK A NEW STATION,
 TU3453'HAUAKEA 2, WAS ESTABLISHED.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1359 ***********************************************************************
 TU1359  DESIGNATION -  HAUIKI 1928
 TU1359  PID         -  TU1359
 TU1359  STATE/COUNTY-  HI/HONOLULU
 TU1359  USGS QUAD   -  HONOLULU (1983)
 TU1359
 TU1359                         *CURRENT SURVEY CONTROL
 TU1359  ___________________________________________________________________
 TU1359* NAD 83(1993)-  21 20 41.15180(N)    157 52 33.79976(W)     ADJUSTED  
 TU1359* LOCAL TIDAL -        80.     (meters)     262.     (feet)  SCALED    
 TU1359  ___________________________________________________________________
 TU1359  EPOCH DATE  -        1993.62
 TU1359  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 TU1359  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU1359
 TU1359  HORZ ORDER  -  THIRD
 TU1359
 TU1359.The horizontal coordinates were established by classical geodetic methods
 TU1359.and adjusted by the National Geodetic Survey in December 1998..
 TU1359.The horizontal coordinates are valid at the epoch date displayed above.
 TU1359.The epoch date for horizontal control is a decimal equivalence
 TU1359.of Year/Month/Day.
 TU1359
 TU1359.The orthometric height was scaled from a topographic map.
 TU1359
 TU1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1359
 TU1359.The geoid height was determined by GEOID03.
 TU1359
 TU1359;                    North         East     Units Scale Factor Converg.
 TU1359;SPC HI 3     -    19,723.910   512,856.615   MT  0.99999204   +0 02 42.4
 TU1359;UTM  04      - 2,360,720.538   616,545.410   MT  0.99976784   +0 24 32.9
 TU1359
 TU1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1359!SPC HI 3     -   0.99998494  x   0.99999204  =   0.99997698
 TU1359!UTM  04      -   0.99998494  x   0.99976784  =   0.99975278
 TU1359
 TU1359:                Primary Azimuth Mark                     Grid Az
 TU1359:SPC HI 3     -  MOKAUEA                                  114 40 00.1
 TU1359:UTM  04      -  MOKAUEA                                  114 18 09.6
 TU1359
 TU1359|---------------------------------------------------------------------|
 TU1359| PID    Reference Object                     Distance      Geod. Az  |
 TU1359|                                                           dddmmss.s |
 TU1359| TU1312 MOKAUEA                             APPROX. 1.1 KM 1144242.5 |
 TU1359| TU1329 HONOLULU BOARD WTR SUPPLY STK       APPROX. 1.9 KM 1664951.0 |
 TU1359| TU1365 OAHU JAIL FLAG                      APPROX. 1.8 KM 2050644.5 |
 TU1359| TU1404 STA G HONOLULU AHUA PT ATC TWR      APPROX. 6.5 KM 2341533.2 |
 TU1359| TU1401 HONOLULU AHUA PT RADAR TOWER        APPROX. 6.2 KM 2343334.8 |
 TU1359| TU1393 HONOLULU INTL APT CONT TWR BCN      APPROX. 4.4 KM 2360033.6 |
 TU1359| TU1411 HICKAM AFB CONTROL TOWER            APPROX. 7.4 KM 2595217.3 |
 TU1359| TU1418 HICKAM AFB BEACON                   APPROX. 8.3 KM 2634123.2 |
 TU1359| TU1426 HICKAM AFB WATER TOWER              APPROX. 8.9 KM 2683944.7 |
 TU1359| TU1416 PEARL HARBOR WATER TANK B           APPROX. 8.2 KM 2744912.7 |
 TU1359| TU1402 HONOLULU MOANALUA WATER TANK        APPROX. 5.1 KM 2771147.9 |
 TU1359| TU1373 HONOLULU TRIPLER HOSP TWIN LTS      APPROX. 2.2 KM 3181455.8 |
 TU1359|---------------------------------------------------------------------|
 TU1359
 TU1359                          SUPERSEDED SURVEY CONTROL
 TU1359
 TU1359  NAD 83(1986)-  21 20 41.10140(N)    157 52 33.80906(W) AD(       ) 3
 TU1359  OLD HI      -  21 20 52.48700(N)    157 52 43.68900(W) AD(       ) 3
 TU1359
 TU1359.Superseded values are not recommended for survey control.
 TU1359.NGS no longer adjusts projects to the OLD HI datum.
 TU1359.See file dsdata.txt to determine how the superseded data were derived.
 TU1359
 TU1359_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1654560721(NAD 83)
 TU1359
 TU1359  HISTORY     - Date     Condition        Report By
 TU1359  HISTORY     - 1928     MONUMENTED       CGS
 TU1359  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1359  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1359
 TU1359                          STATION DESCRIPTION
 TU1359
 TU1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1359'A TYPE C, HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED IN
 TU1359'GOOD CONDITION.  BECAUSE OF ISOLATED AND PROTECTED LOCATION OF
 TU1359'THE STATION, AND ALSO BECAUSE OF ITS RUGGED CONSTRUCTION NO
 TU1359'REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU1359'FOLLOWS--
 TU1359'
 TU1359'STATION IS LOCATED ABOUT 2-3/4 MILES AIRLINE NORTH-NORTHEAST
 TU1359'OF THE FEDERAL BUILDING IN HONOLULU, AT ABOUT 260 FEET ELEVATION,
 TU1359'ON THE SOUTHEAST SLOPE OF A BRUSHY RIDGE THAT LIES BETWEEN THE
 TU1359'KALIHI DISTRICT AND FORT SHAFTER MILITARY RESERVATION.
 TU1359'
 TU1359'TO REACH STATION FROM THE PATCH GATE ENTRANCE AT THE EAST SIDE
 TU1359'OF FORT SHAFTER, GO SOUTHEAST ON NOTLEY STREET FOR 0.05
 TU1359'MILE.  TURN LEFT AND GO NORTHEAST ON MEYERS ST. FOR 0.25 MILE
 TU1359'TO END OF TRUCK TRAVEL AT EAST END OF HIGH CUT-BANK.  PACK
 TU1359'ALONG TRAIL ON TOP OF CUT-BANK TO TOP OF RIDGE, THEN GO RIGHT,
 TU1359'THROUGH BRUSH, TO STATION.
 TU1359'
 TU1359'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE THAT PROJECTS 18
 TU1359'INCHES FROM CENTER OF 6-1/2-FOOT-SQUARE, CONCRETE PLATFORM THAT
 TU1359'COMPRISES THE TOP OF A CONCRETE STRUCTURE PROJECTING ABOUT
 TU1359'4 FEET ABOVE GROUND.  A RED AND WHITE, METAL TARGET, SET INTO
 TU1359'THE PIPE, EXTENDS 7 FEET ABOVE THE PLATFORM.  STATION IS 30 YARDS
 TU1359'NORTHEAST OF FENCE-LINE THAT RUNS ALONG TOP OF CUT-BANK.
 TU1359
 TU1359                          STATION RECOVERY (1966)
 TU1359
 TU1359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JMC)
 TU1359'STATION RECOVERED IN GOOD CONDITION.  PREVIOUS DESCRIPTION
 TU1359'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3272 ***********************************************************************
 TU3272  DESIGNATION -  HAUNAKO
 TU3272  PID         -  TU3272
 TU3272  STATE/COUNTY-  HI/MAUI
 TU3272  USGS QUAD   -  KAHAKULOA (1997)
 TU3272
 TU3272                         *CURRENT SURVEY CONTROL
 TU3272  ___________________________________________________________________
 TU3272* NAD 83(1993)-  21 00 12.72012(N)    156 33 58.33268(W)     ADJUSTED  
 TU3272* LOCAL TIDAL -       191.0    (meters)     627.     (feet)  VERT ANG  
 TU3272  ___________________________________________________________________
 TU3272  EPOCH DATE  -        1993.62
 TU3272  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 TU3272  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU3272
 TU3272  HORZ ORDER  -  FIRST
 TU3272
 TU3272.The horizontal coordinates were established by classical geodetic methods
 TU3272.and adjusted by the National Geodetic Survey in December 1998..
 TU3272.The horizontal coordinates are valid at the epoch date displayed above.
 TU3272.The epoch date for horizontal control is a decimal equivalence
 TU3272.of Year/Month/Day.
 TU3272
 TU3272.The orthometric height was determined by vertical angle observations.
 TU3272
 TU3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3272
 TU3272.The geoid height was determined by GEOID03.
 TU3272
 TU3272;                    North         East     Units Scale Factor Converg.
 TU3272;SPC HI 2     -    74,200.502   510,444.603   MT  0.99996801   +0 02 09.6
 TU3272;UTM  04      - 2,324,465.411   752,992.548   MT  1.00039104   +0 52 22.1
 TU3272
 TU3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3272!SPC HI 2     -   0.99996758  x   0.99996801  =   0.99993559
 TU3272!UTM  04      -   0.99996758  x   1.00039104  =   1.00035860
 TU3272
 TU3272|---------------------------------------------------------------------|
 TU3272| PID    Reference Object                     Distance      Geod. Az  |
 TU3272|                                                           dddmmss.s |
 TU3272| CN5186 HAUNAKO RM 1                          6.219 METERS 00611     |
 TU3272| TU3271 KAHAKULOA 1882                      APPROX. 2.2 KM 0970113.9 |
 TU3272| CN5187 HAUNAKO RM 2                          5.742 METERS 23720     |
 TU3272|---------------------------------------------------------------------|
 TU3272
 TU3272                          SUPERSEDED SURVEY CONTROL
 TU3272
 TU3272  NAD 83(1986)-  21 00 12.67434(N)    156 33 58.31210(W) AD(       ) 1
 TU3272  OLD HI      -  21 00 24.25600(N)    156 34 08.48300(W) AD(       ) 1
 TU3272
 TU3272.Superseded values are not recommended for survey control.
 TU3272.NGS no longer adjusts projects to the OLD HI datum.
 TU3272.See file dsdata.txt to determine how the superseded data were derived.
 TU3272
 TU3272_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5299324465(NAD 83)
 TU3272_MARKER: Z = SEE DESCRIPTION
 TU3272_SETTING: 0 = UNSPECIFIED SETTING
 TU3272
 TU3272  HISTORY     - Date     Condition        Report By
 TU3272  HISTORY     - 1950     MONUMENTED       CGS
 TU3272  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3272  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3272
 TU3272                          STATION DESCRIPTION
 TU3272
 TU3272'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3272'THE STATION IS LOCATED ON THE CREST OF A LOW, BRUSH COVERED,
 TU3272'RIDGE WHICH RUNS NORTH AND SOUTH AND IS ERODED AWAY TO THE RED
 TU3272'SANDSTONE ON ITS EASTERLY SIDE.  IT LIES ABOUT 2.5 MILES
 TU3272'SOUTHEAST OF NAKALELE POINT, ABOUT 2 MILES NORTHWEST OF THE
 TU3272'VILLAGE OF KAHAKALOA, ABOUT 0.8 MILE SOUTH OF THE SEA AND
 TU3272'ABOUT 100 YARDS NORTH OF A LONE IRONWOOD TREE.
 TU3272'
 TU3272'TO REACH FROM THE INTERSECTION OF MAIN AND MARKET STREETS, IN
 TU3272'THE TOWN OF WAILUKU.  GO NORTHWEST ON THE MAIN TRAVELED ROAD FOR
 TU3272'14.5 MILES.  CROSS OVER A WOODEN BRIDGE, IN THE VILLAGE OF
 TU3272'KAHAKALOA, AND CONTINUE NORTHWEST FOR 1.05 MILES.  PASS THROUGH
 TU3272'A BOARD GATE INTO THE FOREST RESERVE AREA AND CONTINUE WESTERLY
 TU3272'ON THE MAIN TRAVELED ROAD FOR 1.0 MILE.  TURN LEFT AND GO ACROSS
 TU3272'COUNTRY, SOUTHWESTERLY, THROUGH THE HEAVY BRUSH, FOR 0.7 MILE
 TU3272'TO THE SUMMIT OF A LOW SANDSTONE SADDLE AND THE END OF TRUCK
 TU3272'TRAVEL.  FROM THIS POINT PACK NORTHERLY, ALONG THE CREST OF
 TU3272'THE RIDGE, PAST THE LONE IRONWOOD TREE, FOR ABOUT 200 YARDS TO
 TU3272'THE HIGH POINT OF THE RIDGE AND THE STATION.
 TU3272'
 TU3272'THE STATION IS A STANDARD DISK, STAMPED HAUNAKO 1949, BRAZED TO
 TU3272'THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES.
 TU3272'
 TU3272'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HAUNAKO NO
 TU3272'1 1949, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH
 TU3272'PROJECTS ABOUT 1 FOOT.  IT IS LOCATED AT ABOUT THE SAME
 TU3272'ELEVATION AS THE STATION.
 TU3272'
 TU3272'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HAUNAKO NO
 TU3272'2 1949, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU3272'ABOUT 1 FOOT.  IT IS LOCATED ABOUT 2 FEET LOWER THAN THE STATION.
 TU3272
 TU3272                          STATION RECOVERY (1960)
 TU3272
 TU3272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3272'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 TU3272'AS DESCRIBED.  DUE TO HEAVY BRUSH, REFERENCE MARK 2 WAS NOT
 TU3272'RECOVERED.  THE IRONWOOD TREE MENTIONED HAS SLID PARTWAY DOWN
 TU3272'THE SANDSTONE BLUFF.
 TU3272'
 TU3272'TO REACH THE STATION FROM THE WOODEN BRIDGE IN THE VILLAGE OF
 TU3272'KAHAKULOA, CONTINUE NORTH ON STATE HIGHWAY 33 (KAHEKILI HGWY) FOR
 TU3272'2.1 MILES TO A DOUBLE BOARD GATE ON LEFT AT AN ABANDONED CATTLE
 TU3272'GUARD.  SECURE THE KEY FOR THIS GATE FROM THE PRISON CAMP AT
 TU3272'OLINDA.  PASS THROUGH THE GATE AND PARALLEL MAIN ROAD ON JEEP
 TU3272'TRAIL, TURNING SOUTH UP DRAW TO END OF ROAD.  THEN PACK WEST
 TU3272'UP SLOPE TO SUMMIT AND STATION.
 TU3272
 TU3272                          STATION RECOVERY (1969)
 TU3272
 TU3272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3272'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3272'COMPLETE DESCRIPTION FOLLOWS--
 TU3272'
 TU3272'STATION IS LOCATED ABOUT 1-1/4 MILES WEST-NORTHWEST OF KAHAKULOA
 TU3272'VILLAGE AND 2-1/4 MILES SOUTHEAST OF NAKALELE POINT LIGHTHOUSE, ON A
 TU3272'BRUSH-COVERED POINT, AT ABOUT 627 FEET ELEVATION, ON THE RIDGE
 TU3272'ALONG THE EAST SIDE OF HONANANA GULCH, AND IS ABOUT 2300 FEET SOUTH
 TU3272'OF THE OLD PRISON BUILDINGS THAT SET ALONG THE ROAD IN THE MOUTH OF
 TU3272'HONANANA GULCH.
 TU3272'
 TU3272'TO REACH STATION FROM THE JUNCTION OF MAIN AND MARKET STREETS
 TU3272'IN WAILUKU, GO NORTH ON MARKET STREET, CONTINUING ON STATE HIGHWAY
 TU3272'33, FOR 3.6 MILES TO WAIHEE VILLAGE.  CONTINUE ON THE HIGHWAY,
 TU3272'WHICH LATER BECOMES A WINDING, GRAVELED ROAD, FOR 10.8 MILES
 TU3272'TO WOODEN BRIDGE IN KAHAKULOA VILLAGE.  CONTINUE FOR 2.5 MILES
 TU3272'TO CORRAL ON LEFT.  GO LEFT, THROUGH GATE, THEN LEFT ON OLD
 TU3272'TRACK ROAD, GRADUALLY BEARING TO RIGHT, UP DRAW, FOR 0.3 MILE TO
 TU3272'END OF TRUCK TRAVEL.  (ROAD IS WASHED OUT AND OVERGROWN).  PACK
 TU3272'SOUTHERLY ALONG BASE OF RIDGE ABOUT 1/2-MILE TO SADDLE.  GO UP
 TU3272'ONTO RIDGE, THEN RIGHT ALONG CREST ABOUT 125 YARDS TO STATION.
 TU3272'
 TU3272'STATION MARK IS A STANDARD DISK STAMPED HAUNAKO 1949, SET IN
 TU3272'THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 1 INCH FROM GROUND.  IT
 TU3272'IS 21 FEET WEST OF EDGE OF BLUFF, 30 FEET NORTH OF HIGHEST
 TU3272'POINT OF HILL AND IN DENSE BRUSH.
 TU3272'
 TU3272'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAUNAKO NO 1
 TU3272'1949, SET IN THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 1 FOOT
 TU3272'FROM GROUND, AND IS 14 INCHES LOWER THAN STATION MARK.
 TU3272'
 TU3272'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAUNAKO NO
 TU3272'2 1949, SET IN THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 8
 TU3272'INCHES FROM GROUND AND IS AT ABOUT SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1808 ***********************************************************************
 TU1808  DESIGNATION -  HAW
 TU1808  PID         -  TU1808
 TU1808  STATE/COUNTY-  HI/KAUAI
 TU1808  USGS QUAD   -  HANAPEPE (1996)
 TU1808
 TU1808                         *CURRENT SURVEY CONTROL
 TU1808  ___________________________________________________________________
 TU1808* NAD 83(1993)-  21 53 45.09352(N)    159 34 43.95054(W)     ADJUSTED  
 TU1808* LOCAL TIDAL -                                                        
 TU1808  ___________________________________________________________________
 TU1808  EPOCH DATE  -        1993.62
 TU1808  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 TU1808  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1808
 TU1808  HORZ ORDER  -  THIRD
 TU1808
 TU1808.The horizontal coordinates were established by classical geodetic methods
 TU1808.and adjusted by the National Geodetic Survey in December 1998..
 TU1808.The horizontal coordinates are valid at the epoch date displayed above.
 TU1808.The epoch date for horizontal control is a decimal equivalence
 TU1808.of Year/Month/Day.
 TU1808
 TU1808
 TU1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1808
 TU1808.The geoid height was determined by GEOID03.
 TU1808
 TU1808;                    North         East     Units Scale Factor Converg.
 TU1808;SPC HI 4     -     6,925.428   491,849.329   MT  0.99999082   -0 01 45.9
 TU1808;UTM  04      - 2,421,412.767   440,203.751   MT  0.99964418   -0 12 57.2
 TU1808
 TU1808                          SUPERSEDED SURVEY CONTROL
 TU1808
 TU1808  NAD 83(1986)-  21 53 45.06729(N)    159 34 43.96873(W) AD(       ) 4
 TU1808  OLD HI      -  21 53 56.34000(N)    159 34 54.03000(W) AD(       ) 3
 TU1808
 TU1808.Superseded values are not recommended for survey control.
 TU1808.NGS no longer adjusts projects to the OLD HI datum.
 TU1808.See file dsdata.txt to determine how the superseded data were derived.
 TU1808
 TU1808_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4020421413(NAD 83)
 TU1808
 TU1808  HISTORY     - Date     Condition        Report By
 TU1808  HISTORY     - 1910     MONUMENTED       CGS
 TU1808  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1808  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1808
 TU1808                          STATION DESCRIPTION
 TU1808
 TU1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1808'ON SOUTH COAST OF KAUAI, ON ROCKY POINT AT WEST SIDE OF WAHIAWA
 TU1808'HARBOR, 8 METERS BACK FROM AND 25 FEET ABOVE HIGH-WATER MARK.
 TU1808
 TU1808                          STATION RECOVERY (1965)
 TU1808
 TU1808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1808'THE OLD DESCRIPTION DOES NOT DESCRIBE HOW THE STATION WAS MARKED.  A
 TU1808'SEARCH WAS MADE ON THE POINT BUT NO MARK WAS FOUND AND THE STATION
 TU1808'IS BELIEVED DESTROYED.
 TU1808
 TU1808                          STATION RECOVERY (2005)
 TU1808
 TU1808'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2558 ***********************************************************************
 TU2558  DESIGNATION -  HAWAII
 TU2558  PID         -  TU2558
 TU2558  STATE/COUNTY-  HI/HAWAII
 TU2558  USGS QUAD   -  NOHONAOHAE (1997)
 TU2558
 TU2558                         *CURRENT SURVEY CONTROL
 TU2558  ___________________________________________________________________
 TU2558* NAD 83(1993)-  19 59 07.55123(N)    155 40 36.74191(W)     ADJUSTED  
 TU2558* LOCAL TIDAL -       793.7    (meters)    2604.     (feet)  VERT ANG  
 TU2558  ___________________________________________________________________
 TU2558  EPOCH DATE  -        1993.62
 TU2558  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 TU2558  GEOID HEIGHT-          23.05  (meters)                     GEOID03
 TU2558
 TU2558  HORZ ORDER  -  SECOND
 TU2558
 TU2558.The horizontal coordinates were established by classical geodetic methods
 TU2558.and adjusted by the National Geodetic Survey in December 1998..
 TU2558.The horizontal coordinates are valid at the epoch date displayed above.
 TU2558.The epoch date for horizontal control is a decimal equivalence
 TU2558.of Year/Month/Day.
 TU2558
 TU2558.The orthometric height was determined by vertical angle observations.
 TU2558
 TU2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2558
 TU2558.The geoid height was determined by GEOID03.
 TU2558
 TU2558;                    North         East     Units Scale Factor Converg.
 TU2558;SPC HI 1     -   127,539.301   481,489.674   MT  0.99997090   -0 03 37.6
 TU2558;UTM  05      - 2,212,106.719   219,880.729   MT  1.00056995   -0 54 55.8
 TU2558
 TU2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2558!SPC HI 1     -   0.99987163  x   0.99997090  =   0.99984253
 TU2558!UTM  05      -   0.99987163  x   1.00056995  =   1.00044151
 TU2558
 TU2558:                Primary Azimuth Mark                     Grid Az
 TU2558:SPC HI 1     -  PARKER RANCH TANK A                      054 22 26.6
 TU2558:UTM  05      -  PARKER RANCH TANK A                      055 13 44.8
 TU2558
 TU2558|---------------------------------------------------------------------|
 TU2558| PID    Reference Object                     Distance      Geod. Az  |
 TU2558|                                                           dddmmss.s |
 TU2558| TU2557 PARKER RANCH TANK A                 APPROX. 0.9 KM 0541849.0 |
 TU2558| CN5188 HAWAII RM 1                           5.716 METERS 07016     |
 TU2558| CN5189 HAWAII RM 2                           8.553 METERS 15146     |
 TU2558|---------------------------------------------------------------------|
 TU2558
 TU2558                          SUPERSEDED SURVEY CONTROL
 TU2558
 TU2558  NAD 83(1986)-  19 59 07.53272(N)    155 40 36.75607(W) AD(       ) 2
 TU2558  OLD HI      -  19 59 18.53900(N)    155 40 46.76300(W) AD(       ) 2
 TU2558
 TU2558.Superseded values are not recommended for survey control.
 TU2558.NGS no longer adjusts projects to the OLD HI datum.
 TU2558.See file dsdata.txt to determine how the superseded data were derived.
 TU2558
 TU2558_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1988112107(NAD 83)
 TU2558_MARKER: Z = SEE DESCRIPTION
 TU2558_SETTING: 0 = UNSPECIFIED SETTING
 TU2558
 TU2558  HISTORY     - Date     Condition        Report By
 TU2558  HISTORY     - 1948     MONUMENTED       USGS
 TU2558  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2558
 TU2558                          STATION DESCRIPTION
 TU2558
 TU2558'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (LCW)
 TU2558'THE STATION IS LOCATED IN FLAT PASTURE LAND ABOUT 3 MILES SOUTH
 TU2558'OF WAIMEA, ABOUT 120 FEET WEST OF A WIRE FENCE, 75.5 FEET SOUTHEAST
 TU2558'OF A LONE TREE, 65 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 840
 TU2558'AND 18.6 FEET EAST OF THE CENTERLINE OF THE HIGHWAY WHICH RUNS
 TU2558'BETWEEN WAIMEA AND THE KONA DISTRICT.
 TU2558'
 TU2558'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO SOUTH ON THE ROAD
 TU2558'WHICH LEADS TOWARD THE KONA DISTRICT FOR 2.7 MILES TO THE STATION
 TU2558'ON THE LEFT HAND SIDE OF THE ROAD.
 TU2558'
 TU2558'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED
 TU2558'HAWAII 2604, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 TU2558'6 FEET IN DIAMETER AND PROJECTS ABOUT 2 FEET.
 TU2558'
 TU2558'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED U S G S 1 1948,
 TU2558'SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 3 INCHES
 TU2558'AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS LOCATED 33
 TU2558'FEET EAST OF THE CENTERLINE OF THE HIGHWAY WHICH RUNS BETWEEN
 TU2558'WAIMEA AND THE KONA DISTRICT.
 TU2558'
 TU2558'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED U S G S 2
 TU2558'1948, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 8
 TU2558'INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 TU2558'LOCATED 36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY WHICH RUNS
 TU2558'BETWEEN WAIMEA AND THE KONA DISTRICT.
 TU2558
 TU2558                          STATION RECOVERY (1967)
 TU2558
 TU2558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2558'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2558'COMPLETE DESCRIPTION FOLLOWS--
 TU2558'
 TU2558'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF KAMUELA, ALONG THE
 TU2558'EAST SIDE OF STATE HIGHWAY 19, WHERE IT PASSES OVER A LOW RISE.
 TU2558'
 TU2558'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON
 TU2558'STATE HIGHWAY 19 FOR 2.7 MILES TO STATION ON LEFT.
 TU2558'
 TU2558'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 2604,
 TU2558'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP PROJECTING 8 INCHES
 TU2558'FROM GROUND.  IT IS 18.1 FEET EAST OF CENTER LINE OF HIGHWAY,
 TU2558'64.5 FEET SOUTHEAST OF TELEPHONE POLE 840, AND AT ABOUT SAME LEVEL
 TU2558'AS HIGHWAY.
 TU2558'
 TU2558'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED USGS 1 1948,
 TU2558'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 4
 TU2558'INCHES FROM GROUND.  IT IS AT EDGE OF DIRT AREA, 35.6 FEET EAST OF
 TU2558'CENTER LINE OF HIGHWAY AND ABOUT 1-1/2 FEET LOWER THAN STATION
 TU2558'MARK.
 TU2558'
 TU2558'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED USGS 2
 TU2558'1948, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE THAT PROJECTS
 TU2558'1 FOOT ABOVE GROUND.  IT IS 31.7 FEET EAST OF CENTER LINE OF
 TU2558'HIGHWAY AND ABOUT 6 INCHES LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1396 ***********************************************************************
 TU1396  DESIGNATION -  HAWAII ASTRO IGY
 TU1396  PID         -  TU1396
 TU1396  STATE/COUNTY-  HI/HONOLULU
 TU1396  USGS QUAD   -  PEARL HARBOR (1983)
 TU1396
 TU1396                         *CURRENT SURVEY CONTROL
 TU1396  ___________________________________________________________________
 TU1396* NAD 83(1993)-  21 20 38.46753(N)    157 54 58.34577(W)     ADJUSTED  
 TU1396* LOCAL TIDAL -        28.1    (meters)      92.     (feet)  VERT ANG  
 TU1396  ___________________________________________________________________
 TU1396  EPOCH DATE  -        1993.62
 TU1396  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 TU1396  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1396
 TU1396  HORZ ORDER  -  SECOND
 TU1396
 TU1396.The horizontal coordinates were established by classical geodetic methods
 TU1396.and adjusted by the National Geodetic Survey in December 1998..
 TU1396.The horizontal coordinates are valid at the epoch date displayed above.
 TU1396.The epoch date for horizontal control is a decimal equivalence
 TU1396.of Year/Month/Day.
 TU1396
 TU1396.The orthometric height was determined by vertical angle observations.
 TU1396
 TU1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1396
 TU1396.The geoid height was determined by GEOID03.
 TU1396
 TU1396;                    North         East     Units Scale Factor Converg.
 TU1396;SPC HI 3     -    19,638.605   508,691.772   MT  0.99999093   +0 01 49.8
 TU1396;UTM  04      - 2,360,608.800   612,382.149   MT  0.99975607   +0 23 40.2
 TU1396
 TU1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1396!SPC HI 3     -   0.99999312  x   0.99999093  =   0.99998405
 TU1396!UTM  04      -   0.99999312  x   0.99975607  =   0.99974919
 TU1396
 TU1396:                Primary Azimuth Mark                     Grid Az
 TU1396:SPC HI 3     -  FORT SHAFTER FLAGSTAFF                   085 02 44.1
 TU1396:UTM  04      -  FORT SHAFTER FLAGSTAFF                   084 40 53.7
 TU1396
 TU1396|---------------------------------------------------------------------|
 TU1396| PID    Reference Object                     Distance      Geod. Az  |
 TU1396|                                                           dddmmss.s |
 TU1396| TU1368 FORT SHAFTER FLAGSTAFF              APPROX. 3.0 KM 0850433.9 |
 TU1396| CJ9484 HAWAII ASTRO IGY RM 1                27.875 METERS 19015     |
 TU1396| CJ9485 HAWAII ASTRO IGY RM 2                24.637 METERS 28743     |
 TU1396|---------------------------------------------------------------------|
 TU1396
 TU1396                          SUPERSEDED SURVEY CONTROL
 TU1396
 TU1396  NAD 83(1986)-  21 20 38.41672(N)    157 54 58.35535(W) AD(       ) 2
 TU1396  OLD HI      -  21 20 49.80994(N)    157 55 08.23382(W) AD(       ) 2
 TU1396
 TU1396.Superseded values are not recommended for survey control.
 TU1396.NGS no longer adjusts projects to the OLD HI datum.
 TU1396.See file dsdata.txt to determine how the superseded data were derived.
 TU1396
 TU1396_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1238260609(NAD 83)
 TU1396_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1396
 TU1396  HISTORY     - Date     Condition        Report By
 TU1396  HISTORY     - 1957     MONUMENTED       CGS
 TU1396  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1396  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1396
 TU1396                          STATION DESCRIPTION
 TU1396
 TU1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (EAT)
 TU1396'THE STATION IS ABOUT 5 MILES NORTHEAST OF THE CENTER OF HONOLULU,
 TU1396'3.8 MILES EAST NORTHEAST OF THE ENTRANCE TO PEARL HARBOR, 0.5
 TU1396'MILES SOUTHWEST OF SALT LAKE, ABOUT 150 YARDS SOUTHEAST OF THE
 TU1396'INTERSECTION OF SALT LAKE BLVD. AND RADFORD DRIVE ON PROPERTY
 TU1396'LEASED FROM THE NAVY BY THE PEARL HARBOR MEMORIAL CHRISTIAN
 TU1396'CHURCH.
 TU1396'
 TU1396'STATION MARK IS A STANDARD DISK SET IN A CONCRETE POST STAMPED
 TU1396'HAWAII ASTRO IGY 1957.  IT IS LOCATED 157 FEET SOUTH OF A HIGH
 TU1396'MESH EAST-WEST FENCE RUNNING PARALLEL WITH SALT LAKE BLVD., 55
 TU1396'FEET EAST OF A SIDEWALK RUNNING BETWEEN TWO QUONSET HUTS, 41 FEET
 TU1396'EAST OF A POWER POLE, 15 FEET SOUTH OF A SMALL SHADE TREE, 10
 TU1396'FEET WEST OF THE EDGE OF A BLUFF, AND 6 FEET WEST OF A MESH
 TU1396'NORTH-SOUTH FENCE.
 TU1396'
 TU1396'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A CONCRETE POST
 TU1396'STAMPED HAWAII ASTRO IGY 1957 RM 1.  IT IS 75 FEET SOUTHEAST OF
 TU1396'THE SOUTHERN END OF A SIDEWALK, 66 FEET EAST OF THE EAST EDGE OF
 TU1396'A DRIVEWAY OF A QUONSET HUT, 47 FEET NORTH OF A MESH EAST-WEST
 TU1396'FENCE, 6 FEET WEST OF THE EDGE OF A BLUFF, AND 2 FEET WEST OF A
 TU1396'MESH NORTH-SOUTH FENCE.
 TU1396'
 TU1396'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILLED HOLE IN
 TU1396'THE SIDEWALK AND IS STAMPED HAWAII ASTRO IGY 1957 RM 2.  IT IS 51
 TU1396'FEET SOUTH OF THE ENTRANCE TO A QUONSET HUT, 51 FEET NORTH OF THE
 TU1396'SOUTH END OF THE SIDEWALK, 9 FEET SOUTHWEST OF A 12 INCH TREE,
 TU1396'AND 4 INCHES FROM THE EASTERLY EDGE OF THE SIDEWALK.
 TU1396'
 TU1396'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TU1396
 TU1396                          STATION RECOVERY (1963)
 TU1396
 TU1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1396'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU1396'OLD QUONSETS ARE GONE, BUT THE FOUNDATIONS REMAIN.  A NEW CHURCH
 TU1396'BUILDING WAS BUILT NEAR THE STATION IN LATE 1963.  THE NEW
 TU1396'BUILDING SETS OVER THE POINT OCCUPIED BY THE MARKOWITZ MOON
 TU1396'TELESCOPE.  A SEARCH WAS MADE AT THE POINT OCCUPIED BY THE
 TU1396'DANJON ASTROLABE BUT NO MARK COULD BE FOUND.  A COMPLETE
 TU1396'DESCRIPTION FOLLOWS--
 TU1396'
 TU1396'STATION IS LOCATED ABOUT 5 MILES AIRLINE NORTHWEST OF THE CENTER
 TU1396'OF HONOLULU, 0.3 MILE WEST OF THE SOUTHWEST CORNER OF SALT LAKE,
 TU1396'ALONG THE SOUTHWEST SIDE OF SALT LAKE BLVD., ABOUT 400 FEET
 TU1396'SOUTHEAST OF ITS JUNCTION WITH RADFORD DRIVE, ON A RISE ON WEST
 TU1396'SIDE OF ALIAMANU SCHOOL AND ABOVE THE NORTHEAST CORNER OF THE
 TU1396'NAVY-MARINE GOLF COURSE, ON PROPERTY OF THE PEARL HARBOR
 TU1396'MEMORIAL CHRISTIAN CHURCH.
 TU1396'
 TU1396'TO REACH STATION MARK FROM THE JUNCTION OF KAMEHAMEHA HIGHWAY
 TU1396'AND PELTIER ROAD AT THE ENTRANCE TO THE U.S. NAVAL RESERVE, GO
 TU1396'WESTERLY ON THE HIGHWAY FOR 0.55 MILE.  TURN RIGHT AND FOLLOW
 TU1396'SALT LAKE BLVD. FOR 0.75 MILE TO TOP OF RISE AND STATION IN
 TU1396'CHURCHYARD ON LEFT.
 TU1396'
 TU1396'STATION MARK IS A STANDARD DISK STAMPED HAWAII ASTRO IGY 1957,
 TU1396'SET IN THE TOP OF A 6-INCH-DIAMETER, CONCRETE POST ABOUT 1 INCH
 TU1396'BELOW GROUND SURFACE, IN A LAWN AREA.  IT IS 45.7 FEET NORTHEAST
 TU1396'OF OLD POWER POLE, 35.4 FEET NORTH-NORTHEAST OF A PIPE SWING
 TU1396'FRAME, 10 FEET WEST-NORTHWEST OF A WIRE-MESH FENCE, 178 FEET
 TU1396'SOUTH OF NORTH BOUNDARY FENCE OF THE CHURCHYARD, AND 92.3 FEET,
 TU1396'IN AZIMUTH 186 DEG 16 MIN, FROM THE SOUTHEAST CORNER OF THE
 TU1396'CHURCH BUILDING.
 TU1396'
 TU1396'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAWAII ASTRO
 TU1396'IGY RM 1 1957, SET IN THE TOP OF A 6-INCH-DIAMETER, CONCRETE POST
 TU1396'FLUSH WITH GROUND.  IT IS IN WEEDS, 2 FEET WEST OF FENCE, 50
 TU1396'FEET NORTH OF FENCE CORNER, AND ABOUT 2 FEET LOWER THAN
 TU1396'STATION MARK.
 TU1396'
 TU1396'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAWAII ASTRO
 TU1396'IGY RM 2 1957, CEMENTED IN A DRILL HOLE IN THE NORTHEAST EDGE OF
 TU1396'OLD SIDEWALK, 49.2 FEET NORTHWEST FROM A HEDGE AT END OF SIDEWALK
 TU1396'AND ABOUT 3 FEET HIGHER THAN STATION MARK.
 TU1396
 TU1396                          STATION RECOVERY (1969)
 TU1396
 TU1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1396'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TU1396'CONDITION AS DESCRIBED.  WITH THE EXCEPTION OF A SLIGHT
 TU1396'DIFFERENCE IN THE MEASUREMENT TO REFERENCE MARK 2.  A COMPLETE
 TU1396'DESCRIPTION FOLLOWS.
 TU1396'
 TU1396'STATION IS LOCATED 5 MILES NORTHWEST OF THE CENTER OF HOLOLULU,
 TU1396'0.3 MILE WEST OF THE SOUTHWEST CORNER OF SALT LAKE.  ALONG THE
 TU1396'SOUTHWEST SIDE OF SALT LAKE BOULEVARD.  ON A RISE ON THE WEST
 TU1396'SIDE OF ALIAMANU SCHOOL.  JUST ABOVE THE NORTHEAST CORNER OF THE
 TU1396'NAVY-MARINE GOLF COURSE.  ON PROPERTY OF THE PEARL HARBOR
 TU1396'MEMORIAL CHRISTIAN CHURCH.
 TU1396'
 TU1396'TO REACH THE STATION FROM THE JUNCTION OF KAMEHAMEHA HIGHWAY
 TU1396'AND PELTIER ROAD, AT THE ENTRANCE TO THE U.S. NAVAL RESERVE.  GO
 TU1396'WESTERLY ON KAMEHAMEHA HIGHWAY FOR 0.55 MILE.  TURN RIGHT,
 TU1396'NORTH, ON SALT LAKE BOULEVARD FOR 0.75 MILE TO THE TOP OF THE
 TU1396'RISE AND THE JUNCTION OF RADFORD DRIVE.  TURN LEFT, SOUTH ON
 TU1396'RADFORD DRIVE FOR 0.05 MILE, TO A SIDE ROAD ON THE LEFT.  TURN
 TU1396'LEFT ON PAVED ROAD, WHICH LEADS TO THE CHURCH PARKING LOT, FOR
 TU1396'0.05 MILE TO THE PARKING LOT AND THE STATION JUST AHEAD IN THE
 TU1396'PARSONAGE YARD.
 TU1396'
 TU1396'STATION MARK IS A STANDARD DISK STAMPED HAWAII ASTRO IGY
 TU1396'1957.  SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER WHICH IS 2
 TU1396'INCHES BELOW THE GROUND SURFACE.  IT IS 400 FEET SOUTHEAST OF
 TU1396'THE JUNCTION OF RADFORD DRIVE AND SALT LAKE BOULEVARD.  53.0
 TU1396'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE PARSONAGE.  15.5
 TU1396'FEET SOUTH OF THE SOUTHWEST CORNER OF THE PARSONAGE, AND 9.0
 TU1396'FEET NORTHWEST OF A WIRE MESH FENCE.
 TU1396'
 TU1396'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HAWAII ASTRO IGY
 TU1396'RM 1 1957.  SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER WHICH
 TU1396'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTH
 TU1396'OF THE SOUTHEAST CORNER OF THE PARSONAGE YARD FENCE AND 2.0
 TU1396'FEET WEST OF A WIRE MESH FENCE.
 TU1396'
 TU1396'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HAWAII ASTRO
 TU1396'IGY RM 2 1957.  CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 TU1396'SIDEWALK.  IT IS 49.0 FEET NORTH OF THE SOUTH END OF THE
 TU1396'SIDEWALK.  39.0 FEET WEST OF THE NORTHWEST CORNER OF THE
 TU1396'PARSONAGE AND 36.5 FEET SOUTH OF THE NORTH END OF THE SIDEWALK.
 TU1396'
 TU1396'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO
 TU1396'THEIR LOCATION.
 TU1396'
 TU1396'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1396'
 TU1396'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1396'AT THE WEST EDGE OF HONOLULU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2683 ***********************************************************************
 TU2683  DESIGNATION -  HAWAII WEST BASE 1872
 TU2683  PID         -  TU2683
 TU2683  STATE/COUNTY-  HI/HAWAII
 TU2683  USGS QUAD   -  KAMUELA (1995)
 TU2683
 TU2683                         *CURRENT SURVEY CONTROL
 TU2683  ___________________________________________________________________
 TU2683* NAD 83(1993)-  20 01 36.94081(N)    155 39 45.94219(W)     ADJUSTED  
 TU2683* LOCAL TIDAL -       840.     (meters)    2756.     (feet)  SCALED    
 TU2683  ___________________________________________________________________
 TU2683  EPOCH DATE  -        1993.62
 TU2683  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 TU2683  GEOID HEIGHT-          22.66  (meters)                     GEOID03
 TU2683
 TU2683  HORZ ORDER  -  THIRD
 TU2683
 TU2683.The horizontal coordinates were established by classical geodetic methods
 TU2683.and adjusted by the National Geodetic Survey in December 1998..
 TU2683.The horizontal coordinates are valid at the epoch date displayed above.
 TU2683.The epoch date for horizontal control is a decimal equivalence
 TU2683.of Year/Month/Day.
 TU2683
 TU2683.The orthometric height was scaled from a topographic map.
 TU2683
 TU2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2683
 TU2683.The geoid height was determined by GEOID03.
 TU2683
 TU2683;                    North         East     Units Scale Factor Converg.
 TU2683;SPC HI 1     -   132,131.577   482,970.909   MT  0.99997025   -0 03 20.7
 TU2683;UTM  05      - 2,216,679.071   221,431.317   MT  1.00055924   -0 54 44.9
 TU2683
 TU2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2683!SPC HI 1     -   0.99986442  x   0.99997025  =   0.99983467
 TU2683!UTM  05      -   0.99986442  x   1.00055924  =   1.00042358
 TU2683
 TU2683:                Primary Azimuth Mark                     Grid Az
 TU2683:SPC HI 1     -  HOLOHOLOKU RESET=3265                    159 39 11.1
 TU2683:UTM  05      -  HOLOHOLOKU RESET=3265                    160 30 35.3
 TU2683
 TU2683|---------------------------------------------------------------------|
 TU2683| PID    Reference Object                     Distance      Geod. Az  |
 TU2683|                                                           dddmmss.s |
 TU2683| TU2555 HOLOHOLOKU RESET=3265               APPROX. 6.0 KM 1593550.4 |
 TU2683|---------------------------------------------------------------------|
 TU2683
 TU2683                          SUPERSEDED SURVEY CONTROL
 TU2683
 TU2683  NAD 83(1986)-  20 01 36.92382(N)    155 39 45.95497(W) AD(       ) 3
 TU2683  OLD HI      -  20 01 48.44400(N)    155 39 55.85800(W) AD(       ) 3
 TU2683
 TU2683.Superseded values are not recommended for survey control.
 TU2683.NGS no longer adjusts projects to the OLD HI datum.
 TU2683.See file dsdata.txt to determine how the superseded data were derived.
 TU2683
 TU2683_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2143116679(NAD 83)
 TU2683
 TU2683  HISTORY     - Date     Condition        Report By
 TU2683  HISTORY     - 1872     MONUMENTED       HIGS
 TU2683  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2683  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2683
 TU2683                          STATION DESCRIPTION
 TU2683
 TU2683'DESCRIBED BY HAWAII GEODETIC SURVEY 1872
 TU2683'IN THE SOUTHERN PART OF HAWAII, IN WAIMEA VILLAGE, BETWEEN 300
 TU2683'AND 400 FEET NORTH OF IMIOLA CHURCH, IN E. W. LYONS LOT.  MARKED
 TU2683'BY A GRANITE POST.
 TU2683
 TU2683                          STATION RECOVERY (1948)
 TU2683
 TU2683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2683'THIS STATION WAS RECOVERED IN 1938 BY THE HAWAII TERRITORY SURVEY
 TU2683'AND A CONCRETE INSTRUMENT PLATFORM BUILT AROUND SAME .  THE
 TU2683'GRANITE POST, AT THIS DATE 1948, APPEARS TO BE IN ITS ORIGINAL
 TU2683'POSITION.
 TU2683'
 TU2683'TREES HAVE GROWN SO THAT FEW LINES SEEN WITHOUT CLEARING THROUGH
 TU2683'PRIVATE PROPERTY.
 TU2683
 TU2683                          STATION RECOVERY (1967)
 TU2683
 TU2683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2683'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU2683'DESCRIPTION FOLLOWS--
 TU2683'
 TU2683'STATION IS LOCATED ABOUT 1/2-MILE NORTHEAST OF THE CENTER OF
 TU2683'KAMUELA AND 300 YARDS NORTH OF STATE HIGHWAY 19, BEHIND THE ROW
 TU2683'OF CHURCHES ON LEFT OF HIGHWAY, ON A LOW GRASSY KNOLL AT SOUTH
 TU2683'END OF TREE ROW, AND ON SOUTHEAST SIDE OF A TRACK ROAD.
 TU2683'
 TU2683'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO EASTERLY
 TU2683'ON STATE HIGHWAY 19 FOR 0.55 MILE.  TURN LEFT ON MACADAM ROAD,
 TU2683'BY POWER POLE 2, AND GO NORTH FOR 0.1 MILE TO IMIOLA CHURCH ON
 TU2683'RIGHT.  CONTINUE AHEAD, ON TRACK ROAD, FOR 0.05 MILE.  TAKE
 TU2683'RIGHT FORK AND GO NORTHEAST 100 YARDS TO STATION ON RIGHT, AT
 TU2683'JOG IN FENCE-LINE.
 TU2683'
 TU2683'STATION MARK IS A 5/8-INCH BRASS PLUG, WITH PUNCH MARK IN CENTER,
 TU2683'SET IN THE TOP OF AN 8-INCH-SQUARE, GRANITE POST WITH A ROUNDED
 TU2683'TOP, IN THE CENTER OF A 40 X 40-INCH CONCRETE PLATFORM PROJECTING
 TU2683'1 FOOT ABOVE GROUND.  IT IS ABOUT 400 FEET NORTH-NORTHEAST OF
 TU2683'IMIOLA CHURCH, 35 YARDS NORTHEAST OF A T-FENCE JUNCTION AND
 TU2683'CEMETERY PLOT, 20.5 FEET SOUTHEAST OF CENTER-LINE OF TRACK ROAD,
 TU2683'AND 8.4 FEET SOUTHEAST OF THE FENCE-POST AT THE FENCE JOG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1301 ***********************************************************************
 TU1301  DESIGNATION -  HAWAIIAN ELECTRIC CO SE STACK
 TU1301  PID         -  TU1301
 TU1301  STATE/COUNTY-  HI/HONOLULU
 TU1301  USGS QUAD   -  HONOLULU (1983)
 TU1301
 TU1301                         *CURRENT SURVEY CONTROL
 TU1301  ___________________________________________________________________
 TU1301* NAD 83(1993)-  21 18 22.22653(N)    157 51 49.68832(W)     ADJUSTED  
 TU1301* LOCAL TIDAL -                                                        
 TU1301  ___________________________________________________________________
 TU1301  EPOCH DATE  -        1993.62
 TU1301  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 TU1301  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1301
 TU1301  HORZ ORDER  -  THIRD
 TU1301
 TU1301.The horizontal coordinates were established by classical geodetic methods
 TU1301.and adjusted by the National Geodetic Survey in December 1998..
 TU1301.The horizontal coordinates are valid at the epoch date displayed above.
 TU1301.The epoch date for horizontal control is a decimal equivalence
 TU1301.of Year/Month/Day.
 TU1301
 TU1301
 TU1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1301
 TU1301.The geoid height was determined by GEOID03.
 TU1301
 TU1301;                    North         East     Units Scale Factor Converg.
 TU1301;SPC HI 3     -    15,452.220   514,131.318   MT  0.99999247   +0 02 58.2
 TU1301;UTM  04      - 2,356,457.975   617,846.914   MT  0.99977161   +0 24 46.4
 TU1301
 TU1301                          SUPERSEDED SURVEY CONTROL
 TU1301
 TU1301  NAD 83(1986)-  21 18 22.17621(N)    157 51 49.69767(W) AD(       ) 4
 TU1301  OLD HI      -  21 18 33.56200(N)    157 51 59.57100(W) AD(       ) 3
 TU1301
 TU1301.Superseded values are not recommended for survey control.
 TU1301.NGS no longer adjusts projects to the OLD HI datum.
 TU1301.See file dsdata.txt to determine how the superseded data were derived.
 TU1301
 TU1301_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1784756458(NAD 83)
 TU1301
 TU1301  HISTORY     - Date     Condition        Report By
 TU1301  HISTORY     - 1925     MONUMENTED       CGS
 TU1301  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1301  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1301  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1301
 TU1301                          STATION DESCRIPTION
 TU1301
 TU1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1301'IN HONOLULU, THE SOUTHEASTERN OF THE TWIN STACKS OF THE HAWAIIAN
 TU1301'ELECTRIC CO., GRAY STACKS 220 FEET IN HEIGHT.
 TU1301
 TU1301                          STATION RECOVERY (1964)
 TU1301
 TU1301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FJT)
 TU1301'STATION IS GONE.
 TU1301
 TU1301                          STATION RECOVERY (1995)
 TU1301
 TU1301'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1301'MARK NOT FOUND.
 TU1301
 TU1301                          STATION RECOVERY (1999)
 TU1301
 TU1301'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1303 ***********************************************************************
 TU1303  DESIGNATION -  HAWAIIAN ELECTRIC CO NW STACK
 TU1303  PID         -  TU1303
 TU1303  STATE/COUNTY-  HI/HONOLULU
 TU1303  USGS QUAD   -  HONOLULU (1983)
 TU1303
 TU1303                         *CURRENT SURVEY CONTROL
 TU1303  ___________________________________________________________________
 TU1303* NAD 83(1993)-  21 18 22.96490(N)    157 51 50.15357(W)     ADJUSTED  
 TU1303* LOCAL TIDAL -                                                        
 TU1303  ___________________________________________________________________
 TU1303  EPOCH DATE  -        1993.62
 TU1303  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 TU1303  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1303
 TU1303  HORZ ORDER  -  THIRD
 TU1303
 TU1303.The horizontal coordinates were established by classical geodetic methods
 TU1303.and adjusted by the National Geodetic Survey in December 1998..
 TU1303.The horizontal coordinates are valid at the epoch date displayed above.
 TU1303.The epoch date for horizontal control is a decimal equivalence
 TU1303.of Year/Month/Day.
 TU1303
 TU1303
 TU1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1303
 TU1303.The geoid height was determined by GEOID03.
 TU1303
 TU1303;                    North         East     Units Scale Factor Converg.
 TU1303;SPC HI 3     -    15,474.918   514,117.889   MT  0.99999246   +0 02 58.0
 TU1303;UTM  04      - 2,356,480.582   617,833.345   MT  0.99977157   +0 24 46.2
 TU1303
 TU1303                          SUPERSEDED SURVEY CONTROL
 TU1303
 TU1303  NAD 83(1986)-  21 18 22.91389(N)    157 51 50.16433(W) AD(       ) 4
 TU1303  OLD HI      -  21 18 34.29900(N)    157 52 00.03700(W) AD(       ) 3
 TU1303
 TU1303.Superseded values are not recommended for survey control.
 TU1303.NGS no longer adjusts projects to the OLD HI datum.
 TU1303.See file dsdata.txt to determine how the superseded data were derived.
 TU1303
 TU1303_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1783356481(NAD 83)
 TU1303
 TU1303  HISTORY     - Date     Condition        Report By
 TU1303  HISTORY     - 1925     MONUMENTED       CGS
 TU1303  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1303  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1303  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1303
 TU1303                          STATION DESCRIPTION
 TU1303
 TU1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1303'IN HONOLULU, THE NORTHWESTERN OF THE TWIN STACKS OF THE HAWAIIAN
 TU1303'ELECTRIC CO., GRAY STACKS 220 FEET IN HEIGHT.
 TU1303
 TU1303                          STATION RECOVERY (1964)
 TU1303
 TU1303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FJT)
 TU1303'STATION IS GONE.
 TU1303
 TU1303                          STATION RECOVERY (1995)
 TU1303
 TU1303'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1303'MARK NOT FOUND.
 TU1303
 TU1303                          STATION RECOVERY (1999)
 TU1303
 TU1303'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2281 ***********************************************************************
 TU2281  DESIGNATION -  HAWAIIAN TELEPHONE CO TOWER
 TU2281  PID         -  TU2281
 TU2281  STATE/COUNTY-  HI/HAWAII
 TU2281  USGS QUAD   -  KULANI (1982)
 TU2281
 TU2281                         *CURRENT SURVEY CONTROL
 TU2281  ___________________________________________________________________
 TU2281* NAD 83(1993)-  19 31 14.22335(N)    155 17 57.61355(W)     ADJUSTED  
 TU2281* LOCAL TIDAL -      1683.     (meters)    5522.     (feet)  SCALED    
 TU2281  ___________________________________________________________________
 TU2281  EPOCH DATE  -        1993.62
 TU2281  LAPLACE CORR-         -16.22  (seconds)                    DEFLEC99
 TU2281  GEOID HEIGHT-          24.20  (meters)                     GEOID03
 TU2281
 TU2281  HORZ ORDER  -  THIRD
 TU2281
 TU2281.The horizontal coordinates were established by classical geodetic methods
 TU2281.and adjusted by the National Geodetic Survey in December 1998..
 TU2281.The horizontal coordinates are valid at the epoch date displayed above.
 TU2281.The epoch date for horizontal control is a decimal equivalence
 TU2281.of Year/Month/Day.
 TU2281
 TU2281.The orthometric height was scaled from a topographic map.
 TU2281
 TU2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2281
 TU2281.The geoid height was determined by GEOID03.
 TU2281
 TU2281;                    North         East     Units Scale Factor Converg.
 TU2281;SPC HI 1     -    76,088.172   521,060.955   MT  0.99997215   +0 04 01.4
 TU2281;UTM  05      - 2,160,052.707   258,706.945   MT  1.00031972   -0 46 07.3
 TU2281
 TU2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2281!SPC HI 1     -   0.99973171  x   0.99997215  =   0.99970386
 TU2281!UTM  05      -   0.99973171  x   1.00031972  =   1.00005134
 TU2281
 TU2281                          SUPERSEDED SURVEY CONTROL
 TU2281
 TU2281  NAD 83(1986)-  19 31 14.20184(N)    155 17 57.64981(W) AD(       ) 4
 TU2281  OLD HI      -  19 31 25.11096(N)    155 18 07.64260(W) AD(       ) 3
 TU2281
 TU2281.Superseded values are not recommended for survey control.
 TU2281.NGS no longer adjusts projects to the OLD HI datum.
 TU2281.See file dsdata.txt to determine how the superseded data were derived.
 TU2281
 TU2281_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5870760053(NAD 83)
 TU2281
 TU2281  HISTORY     - Date     Condition        Report By
 TU2281  HISTORY     - 1977     MONUMENTED       NGS
 TU2281
 TU2281                          STATION DESCRIPTION
 TU2281
 TU2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2281'THE STATION IS THE NORTHWEST AND TALLEST ONE OF TWO TOWERS LOCATED
 TU2281'ON THE SUMMIT OF KULANI CONE AND IS AIRLINE ABOUT 20 MILES
 TU2281'SOUTHWEST OF HILO, 12 MILES WEST OF MOUNTAIN VIEW, 2 MILES SOUTH
 TU2281'OF KULANI HONOR CAMP, AND ABOUT 48 YARDS WEST-NORTHWEST OF
 TU2281'TRIANGULATION STATION KULANI HGS 1891.
 TU2281'
 TU2281'THE TOWER IS A 4-LEGGED STEEL STRUCTURE ABOUT 175 FEET HIGH
 TU2281'THAT IS PAINTED ORANGE AND WHITE AND IS OWNED BY THE HAWAIIAN
 TU2281'TELEPHONE COMPANY.
 TU2281'
 TU2281'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 TU2281'AND 19 IN HILO GO SOUTH ON STATE HIGHWAY 11 FOR 4.0 MILES TO A
 TU2281'CROSSROAD AND A SIGN KULANI 19.  TURN RIGHT ONTO STAINBACK ROAD
 TU2281'AND GO WESTERLY 13.8 MILES TO AN IRON GATE ACROSS THE ROAD.  PASS
 TU2281'THROUGH THE GATE AND CONTINUE WESTERLY 3.2 MILES TO A SECOND
 TU2281'IRON GATE AT THE ENTRANCE TO KULANI HONOR CAMP.  PASS THROUGH
 TU2281'THE GATE AND GO WEST 0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO
 TU2281'SOUTHEAST AND SOUTH ON A DIRT ROAD 0.15 MILE TO SOME LARGE
 TU2281'BUILDINGS ON THE RIGHT.  CONTINUE SOUTH ON THE DIRT ROAD
 TU2281'1.5 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY
 TU2281'0.85 MILE TO THE TOP OF THE HILL AND THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1128 ***********************************************************************
 TU1128  DESIGNATION -  HAWAIILOA HILL
 TU1128  PID         -  TU1128
 TU1128  STATE/COUNTY-  HI/HONOLULU
 TU1128  USGS QUAD   -  MOKAPU (1983)
 TU1128
 TU1128                         *CURRENT SURVEY CONTROL
 TU1128  ___________________________________________________________________
 TU1128* NAD 83(1993)-  21 26 52.74501(N)    157 45 24.65407(W)     ADJUSTED  
 TU1128* LOCAL TIDAL -       103.     (meters)     338.     (feet)  SCALED    
 TU1128  ___________________________________________________________________
 TU1128  EPOCH DATE  -        1993.62
 TU1128  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 TU1128  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1128
 TU1128  HORZ ORDER  -  THIRD
 TU1128
 TU1128.The horizontal coordinates were established by classical geodetic methods
 TU1128.and adjusted by the National Geodetic Survey in December 1998..
 TU1128.The horizontal coordinates are valid at the epoch date displayed above.
 TU1128.The epoch date for horizontal control is a decimal equivalence
 TU1128.of Year/Month/Day.
 TU1128
 TU1128.The orthometric height was scaled from a topographic map.
 TU1128
 TU1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1128
 TU1128.The geoid height was determined by GEOID03.
 TU1128
 TU1128;                    North         East     Units Scale Factor Converg.
 TU1128;SPC HI 3     -    31,167.074   525,204.176   MT  0.99999785   +0 05 20.1
 TU1128;UTM  04      - 2,372,239.700   628,817.289   MT  0.99980505   +0 27 16.7
 TU1128
 TU1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1128!SPC HI 3     -   0.99998137  x   0.99999785  =   0.99997922
 TU1128!UTM  04      -   0.99998137  x   0.99980505  =   0.99978643
 TU1128
 TU1128:                Primary Azimuth Mark                     Grid Az
 TU1128:SPC HI 3     -  MOKAPU WINDMILL 1                        063 47 07.3
 TU1128:UTM  04      -  MOKAPU WINDMILL 1                        063 25 10.7
 TU1128
 TU1128|---------------------------------------------------------------------|
 TU1128| PID    Reference Object                     Distance      Geod. Az  |
 TU1128|                                                           dddmmss.s |
 TU1128| TU1073 MOKAPU WINDMILL 1                   APPROX. 0.9 KM 0635227.4 |
 TU1128| TU1065 MOKAPU WINDMILL 2                   APPROX. 1.4 KM 0774802.3 |
 TU1128| TU1062 MOKAPU WINDMILL 3                   APPROX. 2.1 KM 0970505.1 |
 TU1128| TU1060 PILE                                APPROX. 2.3 KM 0985659.7 |
 TU1128| TU1053 MOKOLEA ROCK HIGHEST PART           APPROX. 4.3 KM 1143844.5 |
 TU1128| TU1076 KAILUA TANK                         APPROX. 2.7 KM 1740223.5 |
 TU1128| TU1129 PAPAA 2                             APPROX. 2.8 KM 1800649.6 |
 TU1128| TU1132 KANEOHE NEW                         APPROX. 5.1 KM 2110952.3 |
 TU1128| TU1085 PYRAMID ROCK HIGHEST PART           APPROX. 1.7 KM 3361736.2 |
 TU1128|---------------------------------------------------------------------|
 TU1128
 TU1128                          SUPERSEDED SURVEY CONTROL
 TU1128
 TU1128  NAD 83(1986)-  21 26 52.69499(N)    157 45 24.66225(W) AD(       ) 3
 TU1128  OLD HI      -  21 27 04.10700(N)    157 45 34.55100(W) AD(       ) 3
 TU1128
 TU1128.Superseded values are not recommended for survey control.
 TU1128.NGS no longer adjusts projects to the OLD HI datum.
 TU1128.See file dsdata.txt to determine how the superseded data were derived.
 TU1128
 TU1128_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2881772240(NAD 83)
 TU1128
 TU1128  HISTORY     - Date     Condition        Report By
 TU1128  HISTORY     - 1926     MONUMENTED       CGS
 TU1128  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1128  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1128  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1128
 TU1128                          STATION DESCRIPTION
 TU1128
 TU1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1128'ON THE EASTERN COAST OF OAHU, IN THE WESTERN PART OF MOKAPU
 TU1128'PENINSULA, ON A STEEP, CONICAL HILL, WHICH OCCUPIES A PROMINENT
 TU1128'POSITION.  FOR MANY YEARS THERE HAS BEEN A CONCRETE MONUMENT ON TOP
 TU1128'OF THIS HILL.  IT IS THE MARK SIGHTED ON.  IDENTICAL WITH LOA,
 TU1128'1910.
 TU1128
 TU1128                          STATION RECOVERY (1932)
 TU1128
 TU1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1128'STATION RE-MARKED IN 1929 ACCORDING TO NOTE 14A.
 TU1128
 TU1128                          STATION RECOVERY (1964)
 TU1128
 TU1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1128'A TYPE C, HAWAII TERRITORY SURVEY SIGNAL WAS RECOVERED IN GOOD
 TU1128'CONDITION.  NO RECORD OF ITS ESTABLISHMENT COULD BE FOUND EITHER
 TU1128'AT THE KANEOHE MARINE CORPS AIR STATIONS DPW OFFICE OR AT THE
 TU1128'HAWAII STATE SURVEY OFFICE.  A CHECK RUN WAS TAKEN WHICH PROVED
 TU1128'THAT THE STATION IS AT EXACT POINT OF THE ORIGINAL STATION.
 TU1128'CONSIDERABLE EXCAVATION AND CUTTING WAS DONE ON THE HILLTOP IN
 TU1128'PREPARATION FOR THE CONSTRUCTION OF THE KANSAS TOWER, BUT THE
 TU1128'POINT ON WHICH THE STATION WAS LOCATED WAS LEFT ALONE AND IS AT
 TU1128'THE SOUTH SIDE OF THE KANSAS TOWER.  THE DISTANCE TO
 TU1128'HAWAIILOA HILL 2 1941 WAS CHECKED AND IT IS EXACTLY THE
 TU1128'SAME AS RECORDED IN 1941.  BOTH STATIONS ARE ON EXACTLY THE
 TU1128'SAME LINE TO MOKAPU RESET 1962.  A COMPLETE DESCRIPTION
 TU1128'FOLLOWS--
 TU1128'
 TU1128'STATION IS LOCATED ON THE KANEOHE MARINE CORPS AIR STATION, ON
 TU1128'PUU HAWAIILOA, AT THE SOUTH SIDE OF KANSAS TOWER, ABOUT LEVEL
 TU1128'WITH THE FLOOR OF THE GLASS-ENCLOSED OBSERVATION ROOM.
 TU1128'
 TU1128'STATION MAY BE REACHED BY OBTAINING PERMISSION AND DIRECTIONS FROM
 TU1128'THE S-2 OFFICE IN THE ADMINISTRATION BUILDING (BLDG. NO. 215) ON
 TU1128'THE MARINE BASE.
 TU1128'
 TU1128'STATION IS CENTER OF IRON PIPE THAT PROJECTS 2 FEET FROM THE
 TU1128'CENTER OF A 5-1/2-FOOT SQUARE, CONCRETE PLATFORM WHICH SETS ON
 TU1128'THE TOP OF A DIRT-FILLED, 8 X 10-FOOT CONCRETE BOX WITH SIDES
 TU1128'ABOUT 6 FEET HIGH ON THE LOWER SIDE AND FLUSH WITH HILL ON
 TU1128'NORTH SIDE.  THERE IS A SLIGHT SPACE BETWEEN DIRT AND BOTTOM OF
 TU1128'PLATFORM ON THE EAST SIDE AND THE TOP OF A 2-FOOT SQUARE
 TU1128'CONCRETE BLOCK CAN BE SEEN, WHICH SUPPORTS THE PLATFORM AND THE
 TU1128'PIPE.  STATION IS 5 FEET SOUTH OF EDGE OF STAIRWAY AND 5.55
 TU1128'METERS FROM HAWAIILOA HILL 2, IN AZIMUTH 74 DEG 56 MIN.
 TU1128'
 TU1128'AN IRON PIPE, PAINTED ALTERNATE RED AND WHITE, IS SET INTO THE
 TU1128'2-FOOT HIGH PIPE AND EXTENDS 8 FEET ABOVE STATION PLATFORM.
 TU1128
 TU1128                          STATION RECOVERY (1967)
 TU1128
 TU1128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU1128'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1126 ***********************************************************************
 TU1126  DESIGNATION -  HAWAIILOA HILL 2 1941
 TU1126  PID         -  TU1126
 TU1126  STATE/COUNTY-  HI/HONOLULU
 TU1126  USGS QUAD   -  MOKAPU (1983)
 TU1126
 TU1126                         *CURRENT SURVEY CONTROL
 TU1126  ___________________________________________________________________
 TU1126* NAD 83(1993)-  21 26 52.79206(N)    157 45 24.46799(W)     ADJUSTED  
 TU1126* LOCAL TIDAL -       103.     (meters)     338.     (feet)  SCALED    
 TU1126  ___________________________________________________________________
 TU1126  EPOCH DATE  -        1993.62
 TU1126  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 TU1126  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1126
 TU1126  HORZ ORDER  -  THIRD
 TU1126
 TU1126.The horizontal coordinates were established by classical geodetic methods
 TU1126.and adjusted by the National Geodetic Survey in December 1998..
 TU1126.The horizontal coordinates are valid at the epoch date displayed above.
 TU1126.The epoch date for horizontal control is a decimal equivalence
 TU1126.of Year/Month/Day.
 TU1126
 TU1126.The orthometric height was scaled from a topographic map.
 TU1126
 TU1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1126
 TU1126.The geoid height was determined by GEOID03.
 TU1126
 TU1126;                    North         East     Units Scale Factor Converg.
 TU1126;SPC HI 3     -    31,168.529   525,209.531   MT  0.99999785   +0 05 20.1
 TU1126;UTM  04      - 2,372,241.189   628,822.634   MT  0.99980507   +0 27 16.7
 TU1126
 TU1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1126!SPC HI 3     -   0.99998137  x   0.99999785  =   0.99997922
 TU1126!UTM  04      -   0.99998137  x   0.99980507  =   0.99978645
 TU1126
 TU1126                          SUPERSEDED SURVEY CONTROL
 TU1126
 TU1126  NAD 83(1986)-  21 26 52.74205(N)    157 45 24.47617(W) AD(       ) 3
 TU1126  OLD HI      -  21 27 04.15400(N)    157 45 34.36500(W) AD(       ) 3
 TU1126
 TU1126.Superseded values are not recommended for survey control.
 TU1126.NGS no longer adjusts projects to the OLD HI datum.
 TU1126.See file dsdata.txt to determine how the superseded data were derived.
 TU1126
 TU1126_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2882372241(NAD 83)
 TU1126_MARKER: Z = SEE DESCRIPTION
 TU1126_SETTING: 0 = UNSPECIFIED SETTING
 TU1126
 TU1126  HISTORY     - Date     Condition        Report By
 TU1126  HISTORY     - 1941     MONUMENTED       CGS
 TU1126  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1126  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1126  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1126
 TU1126                          STATION DESCRIPTION
 TU1126
 TU1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (BHR)
 TU1126'NEW CONSTRUCTION NECESSITATED THE REMOVAL OF HAWAIILOA HILL AND
 TU1126'BEFORE THE ORIGINAL STATION WAS DISTURBED A NEW DISK, STAMPED
 TU1126'HAWAIILOA HILL 2 1941, WAS SET IN THE CONCRETE WALK RUNNING AROUND
 TU1126'THE NEW FLIGHT CONTROL TOWER BUILT ON THE HILL.  THE NEW STATION
 TU1126'IS ON THE SE CORNER OF THE WALK AND WILL SEE ALL AROUND THE
 TU1126'HORIZON.  A THEODOLITE WAS SET UP OVER THE OLD STATION AND THE
 TU1126'MARK (NEW) WAS PLACED DIRECTLY ON LINE WITH STATION MOKAPU AND
 TU1126'TOWARD MOKAPU AT A DISTANCE OF 5.548 METERS.  THE NEW AND OLD
 TU1126'STATION ARE ON THE SAME ELEVATION.  AT THE TIME THIS WORK WAS
 TU1126'DONE IT WAS THOUGHT IMPOSSIBLE TO SAVE THE OLD STATION.  THE
 TU1126'LOCAL CIVILIAN ENGINEER HOWEVER PRESERVED THE LOCATION OF THE OLD
 TU1126'STATION AND HAS MARKED IT WITH AN IRON PIPE.  FOR INSHORE
 TU1126'OBJECTS THIS STATION IS STILL USABLE AND WHEN WORK IS FINALLY
 TU1126'COMPLETED IN THE AREA IT CAN BE RE-MARKED WITH A STANDARD
 TU1126'DISK.
 TU1126'
 TU1126'STATION MARK (NEW) IS A STANDARD DISK SET IN CONCRETE.
 TU1126
 TU1126                          STATION RECOVERY (1962)
 TU1126
 TU1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU1126'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TU1126'A STANDARD TRIANGULATION DISK SET IN A DRILL HOLE AT THE SOUTHEAST
 TU1126'CORNER OF THE CONCRETE WALK AROUND THE OBSERVATION TOWER KNOWN AS
 TU1126'KANSAS TOWER.  THE STATION IS ABOUT 20 FEET ABOVE THE GROUND.
 TU1126
 TU1126                          STATION RECOVERY (1963)
 TU1126
 TU1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1126'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU1126'DESCRIPTION FOLLOWS--
 TU1126'
 TU1126'STATION IS LOCATED ON PUU HAWAIILOA, ON THE KANEOHE MARINE CORPS
 TU1126'AIR STATION, ON THE CATWALK AT THE SOUTHEAST CORNER OF THE KANSAS
 TU1126'TOWER, A LARGE, CONCRETE, YELLOW-COLORED, OBSERVATION BUILDING.
 TU1126'
 TU1126'STATION MAY BE REACHED BY OBTAINING PERMISSION AND DIRECTIONS AT
 TU1126'THE S-2 OFFICE IN THE BASE ADMINISTRATION BUILDING (NO. 215), ON
 TU1126'THE MARINE BASE.
 TU1126'
 TU1126'STATION MARK IS A STANDARD DISK STAMPED HAWAIILOA HILL 2 1941,
 TU1126'CEMENTED IN A DRILL HOLE IN THE CONCRETE CATWALK.  IT IS 2.25
 TU1126'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 TU1126'1.83 FEET NORTH OF EDGE OF CATWALK, AND 18.208 FEET (5.550 METERS)
 TU1126'EAST-NORTHEAST OF STATION HAWAIILOA HILL 1926.
 TU1126
 TU1126                          STATION RECOVERY (1967)
 TU1126
 TU1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU1126'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3282 ***********************************************************************
 TU3282  DESIGNATION -  HAWEA POINT LIGHT
 TU3282  PID         -  TU3282
 TU3282  STATE/COUNTY-  HI/MAUI
 TU3282  USGS QUAD   -  NAPILI (1997)
 TU3282
 TU3282                         *CURRENT SURVEY CONTROL
 TU3282  ___________________________________________________________________
 TU3282* NAD 83(1993)-  21 00 11.06383(N)    156 39 59.09958(W)     ADJUSTED  
 TU3282* LOCAL TIDAL -                                                        
 TU3282  ___________________________________________________________________
 TU3282  EPOCH DATE  -        1993.62
 TU3282  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 TU3282  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU3282
 TU3282  HORZ ORDER  -  THIRD
 TU3282
 TU3282.The horizontal coordinates were established by classical geodetic methods
 TU3282.and adjusted by the National Geodetic Survey in December 1998..
 TU3282.The horizontal coordinates are valid at the epoch date displayed above.
 TU3282.The epoch date for horizontal control is a decimal equivalence
 TU3282.of Year/Month/Day.
 TU3282
 TU3282
 TU3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3282
 TU3282.The geoid height was determined by GEOID03.
 TU3282
 TU3282;                    North         East     Units Scale Factor Converg.
 TU3282;SPC HI 2     -    74,146.283   500,026.003   MT  0.99996667   +0 00 00.3
 TU3282;UTM  04      - 2,324,258.968   742,571.770   MT  1.00032721   +0 50 12.5
 TU3282
 TU3282                          SUPERSEDED SURVEY CONTROL
 TU3282
 TU3282  NAD 83(1986)-  21 00 11.01899(N)    156 39 59.07368(W) AD(       ) 4
 TU3282  OLD HI      -  21 00 22.59400(N)    156 40 09.25700(W) AD(       ) 3
 TU3282
 TU3282.Superseded values are not recommended for survey control.
 TU3282.NGS no longer adjusts projects to the OLD HI datum.
 TU3282.See file dsdata.txt to determine how the superseded data were derived.
 TU3282
 TU3282_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4257224259(NAD 83)
 TU3282
 TU3282  HISTORY     - Date     Condition        Report By
 TU3282  HISTORY     - 1912     MONUMENTED       CGS
 TU3282  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3282  HISTORY     - 19990724 GOOD             USPSQD
 TU3282
 TU3282                          STATION DESCRIPTION
 TU3282
 TU3282'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3282'SEE STATION HAWEA
 TU3282
 TU3282                          STATION RECOVERY (1961)
 TU3282
 TU3282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3282'THIS LIGHTED AID TO NAVIGATION IS SHOWN IN THE LIGHT LIST,
 TU3282'PACIFIC COAST, 1960 AS NO. 2944 - WHITE PYRAMIDAL SKELETON
 TU3282'TOWER, BUILT 1911, WAS RECOVERED IN CONJUCTION WITH THE RECOVERY
 TU3282'OF HAWEA (HGS) 1912 TO WHICH IT IS CONNECTED BY TRAVERSE.
 TU3282
 TU3282                          STATION RECOVERY (1999)
 TU3282
 TU3282'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3281 ***********************************************************************
 TU3281  DESIGNATION -  HAWEA RESET
 TU3281  PID         -  TU3281
 TU3281  STATE/COUNTY-  HI/MAUI
 TU3281  USGS QUAD   -  NAPILI (1997)
 TU3281
 TU3281                         *CURRENT SURVEY CONTROL
 TU3281  ___________________________________________________________________
 TU3281* NAD 83(1993)-  21 00 11.62446(N)    156 39 58.26601(W)     ADJUSTED  
 TU3281* LOCAL TIDAL -        19.6    (meters)      64.     (feet)  VERT ANG  
 TU3281  ___________________________________________________________________
 TU3281  EPOCH DATE  -        1993.62
 TU3281  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 TU3281  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU3281
 TU3281  HORZ ORDER  -  FIRST
 TU3281
 TU3281.The horizontal coordinates were established by classical geodetic methods
 TU3281.and adjusted by the National Geodetic Survey in December 1998..
 TU3281.The horizontal coordinates are valid at the epoch date displayed above.
 TU3281.The epoch date for horizontal control is a decimal equivalence
 TU3281.of Year/Month/Day.
 TU3281
 TU3281.The orthometric height was determined by vertical angle observations.
 TU3281
 TU3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3281
 TU3281.The geoid height was determined by GEOID03.
 TU3281
 TU3281;                    North         East     Units Scale Factor Converg.
 TU3281;SPC HI 2     -    74,163.524   500,050.076   MT  0.99996667   +0 00 00.6
 TU3281;UTM  04      - 2,324,276.565   742,595.597   MT  1.00032735   +0 50 12.8
 TU3281
 TU3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3281!SPC HI 2     -   0.99999447  x   0.99996667  =   0.99996114
 TU3281!UTM  04      -   0.99999447  x   1.00032735  =   1.00032182
 TU3281
 TU3281|---------------------------------------------------------------------|
 TU3281| PID    Reference Object                     Distance      Geod. Az  |
 TU3281|                                                           dddmmss.s |
 TU3281| CN5191 HAWEA RM 2                            7.325 METERS 13846     |
 TU3281| TU3128 HONO 1931                           APPROX. 7.4 KM 1984847.0 |
 TU3281| TU3282 HAWEA POINT LIGHT                    29.611 METERS 23423     |
 TU3281| CN5190 HAWEA RM 1                            9.705 METERS 26555     |
 TU3281|---------------------------------------------------------------------|
 TU3281
 TU3281                          SUPERSEDED SURVEY CONTROL
 TU3281
 TU3281  NAD 83(1986)-  21 00 11.57956(N)    156 39 58.24006(W) AD(       ) 1
 TU3281  OLD HI      -  21 00 23.15500(N)    156 40 08.42300(W) AD(       ) 1
 TU3281
 TU3281.Superseded values are not recommended for survey control.
 TU3281.NGS no longer adjusts projects to the OLD HI datum.
 TU3281.See file dsdata.txt to determine how the superseded data were derived.
 TU3281
 TU3281_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4259624277(NAD 83)
 TU3281
 TU3281  HISTORY     - Date     Condition        Report By
 TU3281  HISTORY     - 1949     MONUMENTED       CGS
 TU3281  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU3281  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3281  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3281  HISTORY     - 19970614 MARK NOT FOUND   USPSQD
 TU3281
 TU3281                          STATION DESCRIPTION
 TU3281
 TU3281'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3281'ON NORTHWEST COAST OF WEST MAUI, IN THE KAANAPALI DISTRICT,
 TU3281'ON HAWEA POINT, ABOUT 30 METERS NORTHEAST OF HAWEA POINT
 TU3281'LIGHT.  MARKED BY A REDWOOD FENCE POST PROJECTING 4 FEET ABOVE
 TU3281'THE GROUND.  HAWEA POINT LIGHT IS DISTANT 29.56 METERS (97.0
 TU3281'FEET) IN AZIMUTH 54 DEG 30 MIN.
 TU3281
 TU3281                          STATION RECOVERY (1950)
 TU3281
 TU3281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3281'THE STATION WAS RECOVERED.
 TU3281'
 TU3281'THE REDWOOD POST HAS ROTTED AWAY BUT THE CONCRETE BASE FOR THE
 TU3281'POST REMAINS.  THE SQUARE HOLE IN THE CONCRETE WAS FILLED WITH
 TU3281'CONCRETE AND A STANDARD DISK STAMPED HAWEA 1912 WAS PLACED IN THE
 TU3281'EXACT CENTER OF THE HOLE.  THE BLOCK PROJECTS FOUR INCHES ABOVE
 TU3281'THE GROUND.
 TU3281'
 TU3281'REFERENCE MARK NO. 1 IS WEST OF THE STATION.  A STANDARD DISK
 TU3281'SET IN BOULDER PROJECTING 2 INCHES ABOVE THE GROUND, STAMPED
 TU3281'HAWEA NO 1 1949.
 TU3281'
 TU3281'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  A STANDARD
 TU3281'DISK SET IN A BOULDER PROJECTING 4 INCHES ABOVE THE
 TU3281'GROUND.  STAMPED HAWEA NO 2 1949.
 TU3281'
 TU3281'TO REACH FROM THE COURT HOUSE IN LAHAINA--GO NORTHEASTERLY ON
 TU3281'MAIN COAST HIGHWAY FOR 10.4 TO POWER POLE NO. 260T, TURN LEFT
 TU3281'THROUGH LOCKED BOARD GATE AND GO 0.2 MILES, TURN RIGHT, PASS
 TU3281'TO RIGHT OF CIRCLE AND GO EAST 0.1 MILES TO LIGHT HOUSE AND
 TU3281'STATION.
 TU3281
 TU3281                          STATION RECOVERY (1969)
 TU3281
 TU3281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3281'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3281'WITNESS POST WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3281'
 TU3281'STATION IS LOCATED ABOUT 9 MILES NORTH OF LAHAINA AND 3/4-MILE
 TU3281'WEST-NORTHWEST OF HONOKOHUA VILLAGE, ON HAWEA POINT, 97 FEET
 TU3281'NORTHEAST OF HAWEA POINT LIGHT.
 TU3281'
 TU3281'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3281'ON PAPALAUA ST. FOR 0.2 MILE.  TURN LEFT AND FOLLOW STATE
 TU3281'HIGHWAY 30 NORTHWEST FOR 4.2 MILES TO LAHAINA AIRPORT ON
 TU3281'LEFT.  CONTINUE AHEAD FOR 5.0 MILES TO MACADAM FORK.  TAKE LEFT
 TU3281'FORK, MAIN HIGHWAY, AND GO 0.25 MILE TO LOCKED BOARD GATE ON
 TU3281'LEFT, AT TELEPHONE POLE NO. 260T.  (KEY WAS OBTAINED AT THE
 TU3281'PINEAPPLE COMPANY OFFICE IN HONOKOHUA VILLAGE).  PASS THROUGH
 TU3281'GATE AND FOLLOW TRACK ROAD 0.2 MILE TO T-JUNCTION.  TURN RIGHT
 TU3281'AND GO 0.1 MILE TO STATION.
 TU3281'
 TU3281'STATION MARK IS A STANDARD DISK STAMPED HAWEA 1912, SET IN
 TU3281'THE TOP OF A 16-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU3281'3 INCHES ABOVE GROUND.  IT IS IN OPEN GRASSY AREA, 15 FEET WEST
 TU3281'OF CENTER LINE OF TRACK ROAD, 97.2 FEET NORTHEAST OF CENTER OF
 TU3281'HAWEA POINT LIGHT AND 3 FEET WEST OF A WHITE WITNESS POST.
 TU3281'
 TU3281'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HAWEA NO
 TU3281'1 1949, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2
 TU3281'INCHES ABOVE GROUND.  IT IS AT NORTH EDGE OF A NAUPAKA BRUSH
 TU3281'PATCH AND 0.8 FOOT LOWER THAN STATION MARK.
 TU3281'
 TU3281'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HAWEA NO
 TU3281'2 1949 CEMENTED IN A DRILL HOLE IN A 16-INCH BEDROCK OUTCROP
 TU3281'PROJECTING 4 INCHES ABOVE GROUND.  IT IS 10 FEET EAST OF CENTER
 TU3281'LINE OF TRACK ROAD AND 4 INCHES HIGHER THAN STATION MARK.
 TU3281
 TU3281                          STATION RECOVERY (1997)
 TU3281
 TU3281'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU3281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2758 ***********************************************************************
 TU2758  DESIGNATION -  HAWI UPOLU AIRPORT BCN
 TU2758  PID         -  TU2758
 TU2758  STATE/COUNTY-  HI/HAWAII
 TU2758  USGS QUAD   -  KAWAIHAE (1995)
 TU2758
 TU2758                         *CURRENT SURVEY CONTROL
 TU2758  ___________________________________________________________________
 TU2758* NAD 83(1993)-  20 15 46.45973(N)    155 51 43.03354(W)     ADJUSTED  
 TU2758* LOCAL TIDAL -                                                        
 TU2758  ___________________________________________________________________
 TU2758  EPOCH DATE  -        1993.62
 TU2758  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 TU2758  GEOID HEIGHT-          17.54  (meters)                     GEOID03
 TU2758
 TU2758  HORZ ORDER  -  THIRD
 TU2758
 TU2758.The horizontal coordinates were established by classical geodetic methods
 TU2758.and adjusted by the National Geodetic Survey in December 1998..
 TU2758.The horizontal coordinates are valid at the epoch date displayed above.
 TU2758.The epoch date for horizontal control is a decimal equivalence
 TU2758.of Year/Month/Day.
 TU2758
 TU2758
 TU2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2758
 TU2758.The geoid height was determined by GEOID03.
 TU2758
 TU2758;                    North         East     Units Scale Factor Converg.
 TU2758;SPC HI 1     -   158,287.935   462,186.943   MT  0.99998433   -0 07 31.3
 TU2758;UTM  05      - 2,243,162.353   201,029.693   MT  1.00070487   -0 59 30.9
 TU2758
 TU2758                          SUPERSEDED SURVEY CONTROL
 TU2758
 TU2758  NAD 83(1986)-  20 15 46.42890(N)    155 51 43.02843(W) AD(       ) 4
 TU2758  OLD HI      -  20 15 57.50578(N)    155 51 53.07580(W) AD(       ) 3
 TU2758
 TU2758.Superseded values are not recommended for survey control.
 TU2758.NGS no longer adjusts projects to the OLD HI datum.
 TU2758.See file dsdata.txt to determine how the superseded data were derived.
 TU2758
 TU2758_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0103043162(NAD 83)
 TU2758
 TU2758  HISTORY     - Date     Condition        Report By
 TU2758  HISTORY     - 1977     MONUMENTED       NGS
 TU2758
 TU2758                          STATION DESCRIPTION
 TU2758
 TU2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2758'THE STATION IS LOCATED AT THE UPOLU AIRPORT ABOUT 2-1/2 MILES
 TU2758'NORTHWEST OF HAWI AND 3/4 MILE SOUTHWEST OF UPOLU POINT AND IS THE
 TU2758'CENTER OF A REVOLVING BEACON LIGHT MOUNTED ON A 4-LEGGED
 TU2758'STEEL TOWER THAT IS ABOUT 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3041 ***********************************************************************
 TU3041  DESIGNATION -  HAY 1912
 TU3041  PID         -  TU3041
 TU3041  STATE/COUNTY-  HI/MAUI
 TU3041  USGS QUAD   -  WAILUKU (1997)
 TU3041
 TU3041                         *CURRENT SURVEY CONTROL
 TU3041  ___________________________________________________________________
 TU3041* NAD 83(1993)-  20 55 17.29028(N)    156 29 46.51956(W)     ADJUSTED  
 TU3041* LOCAL TIDAL -        54.4    (meters)     178.     (feet)  VERT ANG  
 TU3041  ___________________________________________________________________
 TU3041  EPOCH DATE  -        1993.62
 TU3041  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 TU3041  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU3041
 TU3041  HORZ ORDER  -  FIRST
 TU3041
 TU3041.The horizontal coordinates were established by classical geodetic methods
 TU3041.and adjusted by the National Geodetic Survey in December 1998..
 TU3041.The horizontal coordinates are valid at the epoch date displayed above.
 TU3041.The epoch date for horizontal control is a decimal equivalence
 TU3041.of Year/Month/Day.
 TU3041
 TU3041.The orthometric height was determined by vertical angle observations.
 TU3041
 TU3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3041
 TU3041.The geoid height was determined by GEOID03.
 TU3041
 TU3041;                    North         East     Units Scale Factor Converg.
 TU3041;SPC HI 2     -    65,121.111   517,726.404   MT  0.99997055   +0 03 39.1
 TU3041;UTM  04      - 2,315,489.139   760,409.230   MT  1.00043812   +0 53 40.4
 TU3041
 TU3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3041!SPC HI 2     -   0.99998897  x   0.99997055  =   0.99995952
 TU3041!UTM  04      -   0.99998897  x   1.00043812  =   1.00042709
 TU3041
 TU3041:                Primary Azimuth Mark                     Grid Az
 TU3041:SPC HI 2     -  KAHULUI APT CONTROL TWR BCN              116 54 02.9
 TU3041:UTM  04      -  KAHULUI APT CONTROL TWR BCN              116 04 01.6
 TU3041
 TU3041|---------------------------------------------------------------------|
 TU3041| PID    Reference Object                     Distance      Geod. Az  |
 TU3041|                                                           dddmmss.s |
 TU3041| TU3006 KAHULUI APT CONTROL TWR BCN         APPROX. 6.9 KM 1165742.0 |
 TU3041| TU3021 KAHULUI HARBOR ENT E BRKWTR LT      APPROX. 3.5 KM 1314854.1 |
 TU3041| TU3026 KAHULUI HARBOR ENT W BRKWTR LT      APPROX. 3.3 KM 1352717.6 |
 TU3041| TU3025 KAHULUI MAUI PINEAPPLE CO TANK      APPROX. 4.5 KM 1492842.2 |
 TU3041| TU3048 WAILUKU CO MILL STACK               APPROX. 3.0 KM 1844810.8 |
 TU3041| TU3049 WAILUKU 1907                        APPROX. 2.2 KM 1941905.6 |
 TU3041|---------------------------------------------------------------------|
 TU3041
 TU3041                          SUPERSEDED SURVEY CONTROL
 TU3041
 TU3041  NAD 83(1986)-  20 55 17.24967(N)    156 29 46.50473(W) AD(       ) 1
 TU3041  OLD HI      -  20 55 28.81000(N)    156 29 56.66400(W) AD(       ) 1
 TU3041
 TU3041.Superseded values are not recommended for survey control.
 TU3041.NGS no longer adjusts projects to the OLD HI datum.
 TU3041.See file dsdata.txt to determine how the superseded data were derived.
 TU3041
 TU3041_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6040915489(NAD 83)
 TU3041
 TU3041  HISTORY     - Date     Condition        Report By
 TU3041  HISTORY     - 1912     MONUMENTED       CGS
 TU3041  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3041  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3041
 TU3041                          STATION DESCRIPTION
 TU3041
 TU3041'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3041'STATION RECOVERED IN GOOD CONDITION.  A HAWAII TERRITORY SURVEY
 TU3041'TYPE A MONUMENT WAS PLACED OVER THE STATION IN 1929.
 TU3041'
 TU3041'ON THE NORTHEAST COAST OF MAUI, IN THE WAILUKU DISTRICT, ON
 TU3041'THE HIGHEST POINT OF THE SANDSTONE RIDGE 1 MILE SOUTHEAST OF
 TU3041'WAIHEE VILLAGE, ABOUT 400 METERS BACK FROM THE SHORE, AND
 TU3041'OPPOSITE THE CHINESE CEMETERY LYING ON THE EAST SIDE OF THE
 TU3041'MAIN ROAD BETWEEN WAILUKU AND WAIHEE.  STATION PREVIOUSLY
 TU3041'ESTABLISHED BY PLANTATION ENGINEERS.
 TU3041'
 TU3041'MARKED BY A 5 INCH DRAINAGE PIPE CEMENTED FLANGE END DOWN INTO
 TU3041'THE SANDSTONE ROCK WITH ABOUT 5 INCHES PROJECTING ABOVE THE
 TU3041'SURFACE.  PIPE IS FILLED WITH CEMENT AND CENTER MARKED BY
 TU3041'A STANDARD BRASS DISK STATION MARK.
 TU3041'
 TU3041'TO REACH FROM THE JUNCTION OF MAIN AND MARKET STREETS IN
 TU3041'WAILUKU--GO NORTH ON MARKET STREET AND CONTINUE ON PAVED ROAD
 TU3041'TOWARD WAIHE FOR 2.3 MILES, TURN RIGHT, ENTER CHINESE CEMETERY,
 TU3041'TURN LEFT AND CIRCLE AROUND NORTH END TO TOP OF HILL AND
 TU3041'ETT.  FROM HERE PACK EAST ALONG RIDGE ABOUT 150 YARDS TO STATION.
 TU3041
 TU3041                          STATION RECOVERY (1968)
 TU3041
 TU3041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3041'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 2-1/4
 TU3041'MILES NORTH-NORTHEAST OF WAILUKU, 1-1/4 MILES SOUTHEAST OF
 TU3041'WAIHEE, 600 FEET NORTHEAST OF THE BOUNDARY OF AN OLD CEMETERY,
 TU3041'AND 500 FEET SOUTHEAST OF END OF GOLF COURSE, AT ABOUT 178 FEET
 TU3041'ELEVATION, ON THE HIGHEST POINT OF THE SAND HILLS ALONG THE
 TU3041'COAST.
 TU3041'
 TU3041'TO REACH STATION FROM THE INTERSECTION OF MAIN AND MARKET STREETS
 TU3041'IN WAILUKU, GO NORTH ON MARKET ST. AND KAHEKILI HIGHWAY FOR 2.3
 TU3041'MILES TO JUNCTION WITH STATE HIGHWAY 341.  CONTINUE AHEAD FOR
 TU3041'0.1 MILE TO SIDE ROAD RIGHT.  TURN RIGHT, INTO CEMETERY, THEN
 TU3041'GO LEFT UP AROUND END OF CEMETERY FOR 0.15 MILE TO TOP OF
 TU3041'GRADE.  PACK NORTHEAST ABOUT 600 FEET TO STATION.
 TU3041'
 TU3041'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 TU3041'6-INCH DIAMETER, CONCRETE-FILLED, CONCRETE PIPE PROJECTING 2
 TU3041'INCHES FROM GROUND.  A
 TU3041'TYPE A SIGNAL IS CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE,
 TU3041'CONCRETE PLATFORM 3 FEET ABOVE GROUND, AND A RED AND WHITE METAL
 TU3041'TARGET EXTENDING 7 FEET ABOVE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0228 ***********************************************************************
 TU0228  DESIGNATION -  HC AND S 15
 TU0228  PID         -  TU0228
 TU0228  STATE/COUNTY-  HI/MAUI
 TU0228  USGS QUAD   -  PAIA (1997)
 TU0228
 TU0228                         *CURRENT SURVEY CONTROL
 TU0228  ___________________________________________________________________
 TU0228* NAD 83(1986)-  20 53 16.     (N)    156 26 56.     (W)     SCALED    
 TU0228* LOCAL TIDAL -         4.708  (meters)      15.45   (feet)  ADJ UNCH  
 TU0228  ___________________________________________________________________
 TU0228  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU0228
 TU0228  VERT ORDER  -  FIRST     CLASS II
 TU0228
 TU0228.The horizontal coordinates were scaled from a topographic map and have
 TU0228.an estimated accuracy of +/- 6 seconds.
 TU0228
 TU0228.The orthometric height was key entered from printed documents
 TU0228.and not key verified.
 TU0228
 TU0228.The geoid height was determined by GEOID03.
 TU0228
 TU0228;                    North         East    Units  Estimated Accuracy
 TU0228;SPC HI 2     -    61,400.      522,660.      MT  (+/- 180 meters Scaled)
 TU0228
 TU0228                          SUPERSEDED SURVEY CONTROL
 TU0228
 TU0228.No superseded survey control is available for this station.
 TU0228
 TU0228_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ653118(NAD 83)
 TU0228_MARKER: X = CHISELED CROSS
 TU0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0228_SP_SET: CULVERT
 TU0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0228
 TU0228  HISTORY     - Date     Condition        Report By
 TU0228  HISTORY     - UNK      MONUMENTED       LOCENG
 TU0228  HISTORY     - 1968     GOOD             CGS
 TU0228  HISTORY     - 1979     POOR             NGS
 TU0228  HISTORY     - 19970615 POOR             USPSQD
 TU0228
 TU0228                          STATION DESCRIPTION
 TU0228
 TU0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0228'1.5 MI E FROM KAHULUI.
 TU0228'0.8 MILE EAST ON STATE HIGHWAYS 32 AND 36 FROM THE KAHULUI SHOPPING
 TU0228'CENTER, THENCE LEFT ON STATE HIGHWAY 37 FOR 0.4 MILE TO JUNCTION WITH
 TU0228'STATE HIGHWAY 38.  KEEP AHEAD ON HIGHWAY 37 FOR 0.2 MILE TO MARK ON
 TU0228'LEFT, ACROSS HIGHWAY FROM THE LARGE WAREHOUSES AT THE HC AND S CO.
 TU0228'CONSTRUCTION SHOPS AND AT WEST SIDE OF DRIVEWAY TO THE SAVELLA
 TU0228'FLOORING CO. AND THE KAHULUI CABINET SHOP.  68 FEET NORTHWEST OF POWER
 TU0228'POLE NO. 1, 90 FEET EAST OF THE FENCE AROUND MAUI ELECTRIC CO. SUB
 TU0228'STATION NO. 1, 10 FEET NORTHWEST OF THE MAILBOX AT ADDRESS 591
 TU0228'HALEAKALA RD., 37 FEET NORTH OF CENTER LINE OF HIGHWAY, UNDER THE
 TU0228'SPREAD OF A VERY LARGE KIAWE TREE, HIDDEN BY BRUSH, AND CHISELED IN
 TU0228'THE TOP OF THE EAST END OF A CONCRETE IRRIGATION CANAL CULVERT THAT
 TU0228'PROJECTS 1 FOOT ABOVE GROUND.
 TU0228
 TU0228                          STATION RECOVERY (1979)
 TU0228
 TU0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TU0228'RECOVERED AS DESCRIBED, BUT NOT SUITABLE FOR FIRST ORDER LEVELS, NOT
 TU0228'LEVELED TO IN 1979.
 TU0228
 TU0228                          STATION RECOVERY (1997)
 TU0228
 TU0228'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0228'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3572 ***********************************************************************
 AA3572  FBN         -  This is a Federal Base Network Control Station.
 AA3572  PACS        -  This is a Primary Airport Control Station.
 AA3572  DESIGNATION -  HDH A
 AA3572  PID         -  AA3572
 AA3572  STATE/COUNTY-  HI/HONOLULU
 AA3572  USGS QUAD   -  KAENA (1983)
 AA3572
 AA3572                         *CURRENT SURVEY CONTROL
 AA3572  ___________________________________________________________________
 AA3572* NAD 83(1993)-  21 34 44.34658(N)    158 12 37.91193(W)     ADJUSTED  
 AA3572* LOCAL TIDAL -         4.08   (meters)      13.4    (feet)  GPS OBS   
 AA3572  ___________________________________________________________________
 AA3572  EPOCH DATE  -        1993.62
 AA3572  X           -  -5,509,861.358 (meters)                     COMP
 AA3572  Y           -  -2,202,612.663 (meters)                     COMP
 AA3572  Z           -   2,331,132.889 (meters)                     COMP
 AA3572  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AA3572  ELLIP HEIGHT-          19.38  (meters)          (11/30/94) GPS OBS
 AA3572  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 AA3572
 AA3572  HORZ ORDER  -  A
 AA3572  ELLP ORDER  -  THIRD     CLASS II
 AA3572
 AA3572.This mark is at Dillingham Airfield Airport (HDH)
 AA3572
 AA3572.The horizontal coordinates were established by GPS observations
 AA3572.and adjusted by the National Geodetic Survey in November 1994..
 AA3572.The horizontal coordinates are valid at the epoch date displayed above.
 AA3572.The epoch date for horizontal control is a decimal equivalence
 AA3572.of Year/Month/Day.
 AA3572
 AA3572.The orthometric height was determined by GPS observations and a
 AA3572.high-resolution geoid model.
 AA3572
 AA3572.GPS derived orthometric heights for airport stations designated as
 AA3572.PACS or SACS are published to 2 decimal places.  This maintains
 AA3572.centimeter relative accuracy between the PACS and SACS.  It does
 AA3572.not indicate centimeter accuracy relative to other marks which are
 AA3572.part of the NAVD 88 network.
 AA3572
 AA3572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3572
 AA3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3572
 AA3572.The ellipsoidal height was determined by GPS observations
 AA3572.and is referenced to NAD 83.
 AA3572
 AA3572.The geoid height was determined by GEOID03.
 AA3572
 AA3572;                    North         East     Units Scale Factor Converg.
 AA3572;SPC HI 3     -    45,666.968   478,196.705   MT  0.99999587   -0 04 38.7
 AA3572;UTM  04      - 2,386,434.804   581,729.886   MT  0.99968254   +0 17 25.3
 AA3572
 AA3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3572!SPC HI 3     -   0.99999695  x   0.99999587  =   0.99999282
 AA3572!UTM  04      -   0.99999695  x   0.99968254  =   0.99967949
 AA3572
 AA3572                          SUPERSEDED SURVEY CONTROL
 AA3572
 AA3572.No superseded survey control is available for this station.
 AA3572
 AA3572_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8173086435(NAD 83)
 AA3572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3572_SP_SET: CONCRETE STORM DRAIN
 AA3572_STAMPING: HDH A 1993
 AA3572_MARK LOGO: NONE  
 AA3572_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3572+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 AA3572
 AA3572  HISTORY     - Date     Condition        Report By
 AA3572  HISTORY     - 1993     MONUMENTED       NGS
 AA3572  HISTORY     - 19940112 GOOD             NGS
 AA3572
 AA3572                          STATION DESCRIPTION
 AA3572
 AA3572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JGF)
 AA3572'THE STATION IS LOCATED AT DILLINGHAM AIRPORT ON THE NORTH SHORE OF THE
 AA3572'ISLAND OF OAHU, HAWAII. THE STATION IS SET IN A CONCRETE PAD THAT
 AA3572'SUROUNDS A STORM DRAIN.  THE STATION IS 1.7 MI (2.7 KM) W OF THE
 AA3572'TOWER, 258 FT (78.6 M) WSW OF THE CENTER OF A COMPASS ROSE, 74 FT
 AA3572'(22.6 M) SSE OF THE CORNER OF THE ASPHALT ADJACENT TO THE DISPLACED
 AA3572'THRESHOLD FOR RUNWAY 8, 104 FT (31.7 M) NNE OF A SIGN WARNING OF THE
 AA3572'ACTIVE RUNWAY.
 AA3572
 AA3572                          STATION RECOVERY (1994)
 AA3572
 AA3572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3572'THE STATION IS LOCATED IN THE WEST PART OF THE AIRPORT JUST SOUTH OF
 AA3572'CL END RWY 8.  IT IS 257.6 FT (78.5 M) WEST OF THE CENTER OF A PAINTED
 AA3572'COMPASS ROSE, 223.0 FT (68.0 M) SOUTH OF THE N AND W MARKING CL END
 AA3572'RWY 8 AND 45 FT (13.7 M) NORTH OF THE CENTERLINE OF A GRAVEL SERVICE
 AA3572'ROAD.  IT IS A PUNCH MARK AT THE CENTER OF A PLAIN TWO INCH BRONZE
 AA3572'DISK WHICH IS STAMPED HDH A 1993 AND SET IN DRILLHOLE 1 FT (0.3 M)
 AA3572'EAST OF THE GRATE OF A 10 FT (3.0 M) ROUND CONCRETE STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3573 ***********************************************************************
 AA3573  SACS        -  This is a Secondary Airport Control Station.
 AA3573  DESIGNATION -  HDH B
 AA3573  PID         -  AA3573
 AA3573  STATE/COUNTY-  HI/HONOLULU
 AA3573  USGS QUAD   -  KAENA (1983)
 AA3573
 AA3573                         *CURRENT SURVEY CONTROL
 AA3573  ___________________________________________________________________
 AA3573* NAD 83(1993)-  21 34 44.46600(N)    158 11 30.62098(W)     ADJUSTED  
 AA3573* LOCAL TIDAL -         2.7    (meters)       9.     (feet)  GPS OBS   
 AA3573  ___________________________________________________________________
 AA3573  EPOCH DATE  -        1993.62
 AA3573  X           -  -5,509,140.109 (meters)                     COMP
 AA3573  Y           -  -2,204,409.105 (meters)                     COMP
 AA3573  Z           -   2,331,135.823 (meters)                     COMP
 AA3573  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AA3573  ELLIP HEIGHT-          18.07  (meters)          (11/30/94) GPS OBS
 AA3573  GEOID HEIGHT-          14.76  (meters)                     GEOID03
 AA3573
 AA3573  HORZ ORDER  -  FIRST
 AA3573  ELLP ORDER  -  FIFTH     CLASS I
 AA3573
 AA3573.This mark is at Dillingham Airfield Airport (HDH)
 AA3573
 AA3573.The horizontal coordinates were established by GPS observations
 AA3573.and adjusted by the National Geodetic Survey in November 1994..
 AA3573.No horizontal observational check was made to the station.
 AA3573.The horizontal coordinates are valid at the epoch date displayed above.
 AA3573.The epoch date for horizontal control is a decimal equivalence
 AA3573.of Year/Month/Day.
 AA3573
 AA3573.The orthometric height was determined by GPS observations and a
 AA3573.high-resolution geoid model.
 AA3573.No vertical observational check was made to the station.
 AA3573
 AA3573.GPS derived orthometric heights for airport stations designated as
 AA3573.PACS or SACS are published to 2 decimal places.  This maintains
 AA3573.centimeter relative accuracy between the PACS and SACS.  It does
 AA3573.not indicate centimeter accuracy relative to other marks which are
 AA3573.part of the NAVD 88 network.
 AA3573
 AA3573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3573
 AA3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3573
 AA3573.The ellipsoidal height was determined by GPS observations
 AA3573.and is referenced to NAD 83.
 AA3573
 AA3573.The geoid height was determined by GEOID03.
 AA3573
 AA3573;                    North         East     Units Scale Factor Converg.
 AA3573;SPC HI 3     -    45,668.141   480,132.513   MT  0.99999488   -0 04 14.0
 AA3573;UTM  04      - 2,386,448.399   583,665.045   MT  0.99968649   +0 17 50.1
 AA3573
 AA3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3573!SPC HI 3     -   0.99999716  x   0.99999488  =   0.99999204
 AA3573!UTM  04      -   0.99999716  x   0.99968649  =   0.99968365
 AA3573
 AA3573                          SUPERSEDED SURVEY CONTROL
 AA3573
 AA3573.No superseded survey control is available for this station.
 AA3573
 AA3573_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8366586448(NAD 83)
 AA3573_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3573_SP_SET: CONCRETE PAD
 AA3573_STAMPING: HDH B 1993
 AA3573_MARK LOGO: NONE  
 AA3573_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3573+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 AA3573
 AA3573  HISTORY     - Date     Condition        Report By
 AA3573  HISTORY     - 1993     MONUMENTED       NGS
 AA3573  HISTORY     - 19940112 GOOD             NGS
 AA3573
 AA3573                          STATION DESCRIPTION
 AA3573
 AA3573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JGF)
 AA3573'THE STATION IS ON THE NORTH SHORE OF THE ISLAND OF OAHU AT DILLINGHAM
 AA3573'AIRPORT. THE STATION IS A GENERIC SURVEY DISK SET IN A MASS OF
 AA3573'CONCRETE THAT SURROUNDS A MANHOLE.  THE STATION IS 1.0 MI (1.6 KM) NNE
 AA3573'OF THE TOWER AND 47 M (154.2 FT) SSE OF THE CENTER LINE OF RUNWAY 8-26
 AA3573'AND 10.1 M (33.1 FT) NNW OF A TAXIWAY, 15 M (49.2 FT) WNW OF SIGN FOR
 AA3573'EMERGENCY ACCESS ROAD 16.1 M (52.8 FT) SSW OF HOLD BAR FOR TAXIWAY.
 AA3573
 AA3573                          STATION RECOVERY (1994)
 AA3573
 AA3573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3573'THE STATION IS LOCATED IN THE CENTRAL PART OF THE AIRPORT JUST
 AA3573'SOUTHWEST OF DSPLCD THR 26.  IT IS 607.3 FT (185.1 M) WEST OF THE CL
 AA3573'OF THE TAXIWAY LEADING SOUTH FROM DSPLCD THR 26, 146.9 FT (44.8 M)
 AA3573'SOUTH OF THE RUNWAY CENTERLINE, AND 53.4 FT (16.3 M) NORTH OF THE CL
 AA3573'OF THE PARALLEL TAXIWAY.  IT IS A PUNCH MARK AT THE CENTER OF A PLAIN
 AA3573'TWO INCH BRONZE DISK WHICH IS STAMPED HDH B 1993 AND SET IN A DRILL
 AA3573'HOLE IN A TEN FOOT ROUND CONCRETE PAD.  IT IS JUST NORTH OF A STEEL
 AA3573'MANHOLE WHOSE COVER SAYS STORM DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3574 ***********************************************************************
 AA3574  SACS        -  This is a Secondary Airport Control Station.
 AA3574  DESIGNATION -  HDH R
 AA3574  PID         -  AA3574
 AA3574  STATE/COUNTY-  HI/HONOLULU
 AA3574  USGS QUAD   -  KAENA (1983)
 AA3574
 AA3574                         *CURRENT SURVEY CONTROL
 AA3574  ___________________________________________________________________
 AA3574* NAD 83(1993)-  21 34 44.84311(N)    158 12 14.60516(W)     ADJUSTED  
 AA3574* LOCAL TIDAL -         3.3    (meters)      11.     (feet)  GPS OBS   
 AA3574  ___________________________________________________________________
 AA3574  EPOCH DATE  -        1993.62
 AA3574  X           -  -5,509,606.560 (meters)                     COMP
 AA3574  Y           -  -2,203,232.881 (meters)                     COMP
 AA3574  Z           -   2,331,146.807 (meters)                     COMP
 AA3574  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AA3574  ELLIP HEIGHT-          18.61  (meters)          (11/30/94) GPS OBS
 AA3574  GEOID HEIGHT-          14.73  (meters)                     GEOID03
 AA3574
 AA3574  HORZ ORDER  -  FIRST
 AA3574  ELLP ORDER  -  FIFTH     CLASS I
 AA3574
 AA3574.This mark is at Dillingham Airfield Airport (HDH)
 AA3574
 AA3574.The horizontal coordinates were established by GPS observations
 AA3574.and adjusted by the National Geodetic Survey in November 1994..
 AA3574.No horizontal observational check was made to the station.
 AA3574.The horizontal coordinates are valid at the epoch date displayed above.
 AA3574.The epoch date for horizontal control is a decimal equivalence
 AA3574.of Year/Month/Day.
 AA3574
 AA3574.The orthometric height was determined by GPS observations and a
 AA3574.high-resolution geoid model.
 AA3574.No vertical observational check was made to the station.
 AA3574
 AA3574.GPS derived orthometric heights for airport stations designated as
 AA3574.PACS or SACS are published to 2 decimal places.  This maintains
 AA3574.centimeter relative accuracy between the PACS and SACS.  It does
 AA3574.not indicate centimeter accuracy relative to other marks which are
 AA3574.part of the NAVD 88 network.
 AA3574
 AA3574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3574
 AA3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3574
 AA3574.The ellipsoidal height was determined by GPS observations
 AA3574.and is referenced to NAD 83.
 AA3574
 AA3574.The geoid height was determined by GEOID03.
 AA3574
 AA3574;                    North         East     Units Scale Factor Converg.
 AA3574;SPC HI 3     -    45,681.347   478,867.206   MT  0.99999552   -0 04 30.2
 AA3574;UTM  04      - 2,386,453.481   582,400.072   MT  0.99968390   +0 17 33.9
 AA3574
 AA3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3574!SPC HI 3     -   0.99999708  x   0.99999552  =   0.99999260
 AA3574!UTM  04      -   0.99999708  x   0.99968390  =   0.99968098
 AA3574
 AA3574                          SUPERSEDED SURVEY CONTROL
 AA3574
 AA3574.No superseded survey control is available for this station.
 AA3574
 AA3574_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8240086453(NAD 83)
 AA3574_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3574_SP_SET: CULVERT HEADWALL
 AA3574_STAMPING: HDH R 1993
 AA3574_MARK LOGO: NOS   
 AA3574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3574+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 AA3574
 AA3574  HISTORY     - Date     Condition        Report By
 AA3574  HISTORY     - 1993     MONUMENTED       NOS
 AA3574  HISTORY     - 19940112 GOOD             NGS
 AA3574
 AA3574                          STATION DESCRIPTION
 AA3574
 AA3574'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3574'THE STATION IS LOCATED AT DILLINGHAM AIRPORT ON THE NORTH SHORE OF THE
 AA3574'ISLAND OF OAHU, HAWAII. THE STATION IS A STANDARD NOS DISK SET IN THE
 AA3574'CENTER OF THE TOP EDGE OF A CONCRETE SUPPORT FOR A DRAINAGE CULVERT ON
 AA3574'THE SOUTH SIDE OF THE RUNWAY. THE STATION IS .2 MI (0.3 KM) NNE OF THE
 AA3574'TOWER, 36 M (118.1 FT) E OF THE TAXIWAY HOLD BAR, 47 M (154.2 FT) SE
 AA3574'OF THE CENTERLINE OF RUNWAY 8, 8.9 M (29.2 FT) NW OF THE EDGE OF THE
 AA3574'PARALLEL TAXIWAY.
 AA3574
 AA3574                          STATION RECOVERY (1994)
 AA3574
 AA3574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DAH)
 AA3574'THE STATION IS LOCATED NEAR THE DISPLACED THRESHOLD FOR RWY 8 IN THE
 AA3574'GRASS AREA BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.  IT IS 152.7
 AA3574'FT (46.5 M) EAST OF THE CENTERLINE OF THE TAXIWAY LEADING SOUTH FROM
 AA3574'DSPLCD THR 8, 150.9 FT (46.0 M) SOUTH OF THE RUNWAY CENTERLINE, AND
 AA3574'49.2 FT (15.0 M) NORTH OF THE CENTERLINE OF THE PARALLEL TAXIWAY.  IT
 AA3574'IS AN NOS DISK STAMPED HDH R 1993 SET IN A DRILLHOLE IN THE CENTER OF
 AA3574'THE HEADWALL OF A CULVERT AT A DRAINPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1112 ***********************************************************************
 TU1112  DESIGNATION -  HEEIA
 TU1112  PID         -  TU1112
 TU1112  STATE/COUNTY-  HI/HONOLULU
 TU1112  USGS QUAD   -  KANEOHE (1983)
 TU1112
 TU1112                         *CURRENT SURVEY CONTROL
 TU1112  ___________________________________________________________________
 TU1112* NAD 83(1993)-  21 26 41.58396(N)    157 49 21.46531(W)     ADJUSTED  
 TU1112* LOCAL TIDAL -       218.6    (meters)     717.     (feet)  VERT ANG  
 TU1112  ___________________________________________________________________
 TU1112  EPOCH DATE  -        1993.62
 TU1112  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 TU1112  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU1112
 TU1112  HORZ ORDER  -  FIRST
 TU1112
 TU1112.The horizontal coordinates were established by classical geodetic methods
 TU1112.and adjusted by the National Geodetic Survey in December 1998..
 TU1112.The horizontal coordinates are valid at the epoch date displayed above.
 TU1112.The epoch date for horizontal control is a decimal equivalence
 TU1112.of Year/Month/Day.
 TU1112
 TU1112.The orthometric height was determined by vertical angle observations.
 TU1112
 TU1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1112
 TU1112.The geoid height was determined by GEOID03.
 TU1112
 TU1112;                    North         East     Units Scale Factor Converg.
 TU1112;SPC HI 3     -    30,814.653   518,385.947   MT  0.99999418   +0 03 53.5
 TU1112;UTM  04      - 2,371,843.849   622,002.822   MT  0.99978393   +0 25 49.8
 TU1112
 TU1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1112!SPC HI 3     -   0.99996315  x   0.99999418  =   0.99995733
 TU1112!UTM  04      -   0.99996315  x   0.99978393  =   0.99974709
 TU1112
 TU1112:                Primary Azimuth Mark                     Grid Az
 TU1112:SPC HI 3     -  KANEOHE BAY HAWAIILOA HILL BCN           086 58 13.7
 TU1112:UTM  04      -  KANEOHE BAY HAWAIILOA HILL BCN           086 36 17.4
 TU1112
 TU1112|---------------------------------------------------------------------|
 TU1112| PID    Reference Object                     Distance      Geod. Az  |
 TU1112|                                                           dddmmss.s |
 TU1112| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX. 6.8 KM 0870207.2 |
 TU1112| TU1080 KANEOHE HAWAIIAN TEL MICROWAVE      APPROX. 7.2 KM 1100308.8 |
 TU1112| TU1008 MAKAPUU POINT LIGHT                 APPROX.23.3 KM 1294655.0 |
 TU1112| CJ9486 HEEIA RM 1                            4.264 METERS 13221     |
 TU1112| TU1101 RADIO TOWER 2                       APPROX. 2.7 KM 1344300.7 |
 TU1112| TU1095 KANEOHE RAD STA KLEI MAST           APPROX. 6.5 KM 1484136.4 |
 TU1112| CJ9487 HEEIA RM 2                           18.862 METERS 35032     |
 TU1112|---------------------------------------------------------------------|
 TU1112
 TU1112                          SUPERSEDED SURVEY CONTROL
 TU1112
 TU1112  NAD 83(1986)-  21 26 41.53372(N)    157 49 21.47393(W) AD(       ) 1
 TU1112  OLD HI      -  21 26 52.95421(N)    157 49 31.36004(W) AD(       ) 1
 TU1112
 TU1112.Superseded values are not recommended for survey control.
 TU1112.NGS no longer adjusts projects to the OLD HI datum.
 TU1112.See file dsdata.txt to determine how the superseded data were derived.
 TU1112
 TU1112_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2200371844(NAD 83)
 TU1112
 TU1112  HISTORY     - Date     Condition        Report By
 TU1112  HISTORY     - 1872     MONUMENTED       CGS
 TU1112  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1112  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1112  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1112  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1112  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1112
 TU1112                          STATION DESCRIPTION
 TU1112
 TU1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1112'ON EASTERN COAST OF OAHU IN HEEIA, ON SUMMIT OF HILL CALLED
 TU1112'MAELIELI, DIRECTLY BETWEEN LIBBYVILLE AND HEEIA, ABOUT 1-1/2
 TU1112'MILE NORTHWEST OF HEEIA, AND 1-1/4 MILES SOUTHEAST OF
 TU1112'LIBBYVILLE.  IT IS THE MOST PROMINENT SUMMIT JUST WEST OF KANEOHE
 TU1112'BAY, SOME 7 MILES FROM THE PALI.  EASIEST ASCENT IS PROBABLY
 TU1112'MADE FROM NORTH SIDE OF HILL AT THE LITTLE BAY JUST BEFORE
 TU1112'REACHING LIBBYVILLE.  STATION IS ABOUT 2 FEET NOTHWEST OF FENCE
 TU1112'CORNER, AND WAS ORIGINALLY MARKED BY AN IRON STAKE 3-1/2 FEET
 TU1112'LONG, BUT THE MARK RECOVERED IN 1910 WAS A CONCRETE POST WITH
 TU1112'CROSS IN TOP.  IN 1925 NO MARK COULD BE FOUND, BUT THE ARMY
 TU1112'HAD ERECTED OVER THE STATION A LARGE SIGNAL OF 6 BY 6 INCH
 TU1112'TIMBERS, WHICH SHOWED UP CONSPICUOUSLY FROM ANYWHERE ALONG THE
 TU1112'ROAD BETWEEN HEEIA AND KAHALUU LANDING.  IN 1927 THIS
 TU1112'LARGE SIGNAL WAS FOUND DOWN, AND THE ONLY THING FOUND IN THE
 TU1112'WAY OF A MARK WAS AN IRON STAKE, UNDERGROUND, AND AT CORRECT
 TU1112'DISTANCE AND DIRECTION FROM FENCE CORNER.  IT WAS REPLACED
 TU1112'WITH A NEW MARK, NOTE 6A, CONSISTING OF A STANDARD DISK
 TU1112'STATION MARK SET IN CONCRETE IN TOP OF 5-INCH SOIL PIPE
 TU1112'SET IN GROUND AND SURROUNDED WITH CONCRETE.  REFERENCE MARKS
 TU1112'WERE SET ACCORDING TO NOTE 13A, STANDARD REFERENCE DISKS IN
 TU1112'CONCRETE IN TILES, AT THE FOLLOWING DISTANCES AND AZIMUTHS
 TU1112'FROM STATION--NO. 1, 4,238 METERS (13.90 FEET), 312 DEG 24
 TU1112'MIN.  NO. 2, 18.853 METERS (61.85 FEET), 170 DEG 29 MIN.
 TU1112'RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1112
 TU1112                          STATION RECOVERY (1963)
 TU1112
 TU1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1112'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1112'COMPLETE DESCRIPTION FOLLOWS--
 TU1112'
 TU1112'STATION IS LOCATED, AIRLINE, ABOUT 2-1/4 MILES NORTHWEST OF
 TU1112'KANEOHE AND 1-1/4 MILES SOUTHEAST OF KAHALUU, ON PUU MAELIELI,
 TU1112'A BRUSH COVERED HILL OF ABOUT 718 FEET THAT HAS AN OLD,
 TU1112'UNDERGROUND, CONCRETE PILLBOX (WITH ROOF FLUSH WITH GROUND), AND A
 TU1112'LONE POWER POLE, ON ITS SUMMIT.
 TU1112'
 TU1112'TO REACH STATION FROM THE POST OFFICE IN KANEOHE, GO NORTHERLY
 TU1112'ON STATE HIGHWAY 83 FOR 4.3 MILES TO ST. JOHNS BY THE SEA
 TU1112'CHURCH.  CONTINUE ON THE HIGHWAY FOR 0.4 MILE.  TURN SHARP LEFT
 TU1112'AND GO SOUTHEAST ON AHUIMANU RD. FOR 0.7 MILE.  TAKE LEFT FORK
 TU1112'AND GO 0.5 MILE ON OKANA RD.  TURN LEFT AND GO 0.3 MILE ON
 TU1112'OKANA PL. TO END OF ROAD IN THE YARD OF MR. R. PARDER.  FROM
 TU1112'HERE PACK NORTHEAST UP ALONG CREST OF VERY BRUSHY RIDGE FOR
 TU1112'ABOUT 1/4 MILE TO STATION.
 TU1112'
 TU1112'STATION MARK IS A STANDARD DISK STAMPED HEEIA SET IN CONCRETE
 TU1112'IN THE TOP OF A CONCRETE-FILLED, 5-INCH, IRON PIPE ABOUT FLUSH
 TU1112'WITH THE GROUND.  IT IS 73 FEET SOUTH-SOUTHEAST OF LONE POWER
 TU1112'POLE AND 33.4 FEET SOUTH OF THE CENTER OF THE ROOF ENTRANCE OF
 TU1112'THE PILLBOX.  A TYPE A HAWAII TERRITORY SURVEY SIGNAL IS
 TU1112'CENTERED OVER THE MARK.  THE CONCRETE FLOOR OF THE SIGNAL IS 3
 TU1112'FEET ABOVE GROUND AND THE METAL TARGET EXTENDS 10 FEET ABOVE
 TU1112'IT.
 TU1112'
 TU1112'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HEEIA
 TU1112'NO 1, SET IN CONCRETE IN THE TOP OF A 5-INCH IRON PIPE THAT
 TU1112'PROJECTS ABOUT 18 INCHES ABOVE GROUND.  IT IS AT ABOUT SAME
 TU1112'ELEVATION AS STATION MARK.
 TU1112'
 TU1112'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HEEIA NO
 TU1112'2, SET IN CONCRETE IN THE TOP OF A 5-INCH PIPE THAT PROJECTS ABOUT
 TU1112'12 INCHES.  IT IS 10.6 FEET NORTHWEST OF THE NORTHWEST CORNER
 TU1112'OF THE PILLBOX, 2 FEET NORTH OF A TRAIL, 12.5 FEET EAST OF LONE
 TU1112'POWER POLE AND ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
 TU1112
 TU1112                          STATION RECOVERY (1969)
 TU1112
 TU1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1112'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 TU1112'DESCRIBED IN THE 1963 DATA.  A NEW TO REACH WAS ESTABLISHED
 TU1112'AND A COMPLETE DESCRIPTION FOLLOWS.
 TU1112'
 TU1112'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF KANEOHE
 TU1112'AND 1-1/4 MILES SOUTHEAST OF KAHALUU ON A BRUSHY HILL WITH A
 TU1112'LONE POWER POLE ON THE TOP OF THE HILL.
 TU1112'
 TU1112'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 63
 TU1112'(LIKELIKE HIGHWAY) AND STATE HIGHWAY 83 (KAMEHAMEHA HIGHWAY)
 TU1112'IN KANEOHE, GO NORTHEAST ON STATE HIGHWAY 83 FOR 3.2 MILES TO A
 TU1112'SIDE ROAD LEFT.  TURN LEFT, WEST, ON TRACK ROAD FOR 0.1 MILE
 TU1112'TO A DIM TRACK ROAD RIGHT.  TURN RIGHT, NORTH, FOLLOWING THE
 TU1112'REMAINS OF AN OLD ROAD FOR 0.1 MILE TO A FORK.  KEEP LEFT
 TU1112'FORK, WESTERLY, ALONG OLD ROAD THAT FOLLOWS THE RIDGE, FOR 0.6
 TU1112'MILE TO THE END OF TRUCK TRAVEL.  THE OLD ROAD CONTINUES ALONG
 TU1112'THE RIGHT SIDE OF THE RIDGE AT THIS POINT BUT BEAR LEFT ON
 TU1112'THE CREST OF THE RIDGE TO THE TOP OF THE HILL AND STATION.
 TU1112'THIS IS ABOUT A 10 MINUTE PACK.  THE LAST 0.7 MILE OF THE OLD
 TU1112'ROAD WAS OVERGROWN WITH BRUSH AND WILL PROBABLY NEED SOME
 TU1112'CLEARING BEFORE TOO LONG.  A 4-WHEEL VEHICLE IS ALSO NEEDED
 TU1112'THE LAST 0.7 MILE.
 TU1112'
 TU1112'THE STATION MARK IS A STANDARD DISK, STAMPED HEEIA, SET IN
 TU1112'THE TOP OF A CONCRETE-FILLED 5-INCH IRON PIPE WHICH IS FLUSH
 TU1112'WITH THE SURFACE.  THERE IS A HAWAIIAN TERRITORIAL MONUMENT
 TU1112'OVER THE MARK.  IT IS A 5-FOOT SQUARE CONCRETE SLAB SUPPORTED
 TU1112'ON TWO SIDES BY 3-FOOT TALL ROCK WALLS.  IT IS 73 FEET
 TU1112'SOUTH-SOUTHEAST OF A POWER POLE AND 33 FEET SOUTH OF THE CENTER
 TU1112'OF THE ROOF ENTRANCE OF AN OLD BUNKER.
 TU1112'
 TU1112'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HEEIA NO. 1, SET
 TU1112'IN THE TOP OF A CONCRETE-FILLED 5-INCH IRON PIPE AND PROJECTS
 TU1112'ABOUT 18 INCHES ABOVE THE SURFACE.  IT IS ABOUT THE SAME
 TU1112'ELEVATION AS THE STATION MARK.
 TU1112'
 TU1112'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HEEIA NO. 2, SET
 TU1112'IN THE TOP OF A CONCRETE-FILLED 5-INCH IRON PIPE AND PROJECTS
 TU1112'ABOUT 1 FOOT ABOVE THE SURFACE.  IT IS 12.5 FEET EAST OF THE
 TU1112'POWER POLE, 10.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 TU1112'THE OLD BUNKER AND ABOUT 1-1/2 FEET LOWER THAN THE STATION
 TU1112'MARK.
 TU1112'
 TU1112'NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 TU1112'
 TU1112'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO HEAVY BRUSH ON
 TU1112'LINE.
 TU1112'
 TU1112'HEIGHT OF LIGHT ABOVE STATION MARK 7.3 FEET.
 TU1112'
 TU1112'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1112'1-1/4 MILES SOUTHEAST OF KAHALUU.
 TU1112
 TU1112                          STATION RECOVERY (1973)
 TU1112
 TU1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1112'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN
 TU1112'1969.  THE 1969 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 TU1112
 TU1112                          STATION RECOVERY (1976)
 TU1112
 TU1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1112'STATION WAS NOT VISITED.  THE METAL CROSS BANNER LOCATED OVER
 TU1112'THE STATION WAS VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1106 ***********************************************************************
 TU1106  DESIGNATION -  HEEIA MILL STACK
 TU1106  PID         -  TU1106
 TU1106  STATE/COUNTY-  HI/HONOLULU
 TU1106  USGS QUAD   -  KANEOHE (1983)
 TU1106
 TU1106                         *CURRENT SURVEY CONTROL
 TU1106  ___________________________________________________________________
 TU1106* NAD 83(1993)-  21 25 48.19487(N)    157 48 27.29243(W)     ADJUSTED  
 TU1106* LOCAL TIDAL -                                                        
 TU1106  ___________________________________________________________________
 TU1106  EPOCH DATE  -        1993.62
 TU1106  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TU1106  GEOID HEIGHT-          15.93  (meters)                     GEOID03
 TU1106
 TU1106  HORZ ORDER  -  THIRD
 TU1106
 TU1106.The horizontal coordinates were established by classical geodetic methods
 TU1106.and adjusted by the National Geodetic Survey in December 1998..
 TU1106.The horizontal coordinates are valid at the epoch date displayed above.
 TU1106.The epoch date for horizontal control is a decimal equivalence
 TU1106.of Year/Month/Day.
 TU1106
 TU1106
 TU1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1106
 TU1106.The geoid height was determined by GEOID03.
 TU1106
 TU1106;                    North         East     Units Scale Factor Converg.
 TU1106;SPC HI 3     -    29,174.451   519,947.819   MT  0.99999491   +0 04 13.1
 TU1106;UTM  04      - 2,370,213.984   623,574.799   MT  0.99978870   +0 26 08.6
 TU1106
 TU1106                          SUPERSEDED SURVEY CONTROL
 TU1106
 TU1106  NAD 83(1986)-  21 25 48.14529(N)    157 48 27.30086(W) AD(       ) 4
 TU1106  OLD HI      -  21 25 59.55300(N)    157 48 37.17900(W) AD(       ) 3
 TU1106
 TU1106.Superseded values are not recommended for survey control.
 TU1106.NGS no longer adjusts projects to the OLD HI datum.
 TU1106.See file dsdata.txt to determine how the superseded data were derived.
 TU1106
 TU1106_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2357570214(NAD 83)
 TU1106
 TU1106  HISTORY     - Date     Condition        Report By
 TU1106  HISTORY     - UNK      MONUMENTED
 TU1106  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1106  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1106
 TU1106                          STATION DESCRIPTION
 TU1106
 TU1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1106'IN THE LOCALITY OF KANEOHE BAY.  THE HILL AND STACK HAVE BEEN
 TU1106'REMOVED.  FOUNDATION OF MILL WAS FOUND BUT COULD NOT IDENTIFY
 TU1106'SITE OF STACK.
 TU1106
 TU1106                          STATION RECOVERY (1964)
 TU1106
 TU1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1106'STATION IS GONE AND THE AREA IS OVERGROWN WITH TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1105 ***********************************************************************
 TU1105  DESIGNATION -  HEEIA NRS OBSERVATION TOWER
 TU1105  PID         -  TU1105
 TU1105  STATE/COUNTY-  HI/HONOLULU
 TU1105  USGS QUAD   -  KANEOHE (1983)
 TU1105
 TU1105                         *CURRENT SURVEY CONTROL
 TU1105  ___________________________________________________________________
 TU1105* NAD 83(1993)-  21 25 38.89053(N)    157 48 22.82990(W)     ADJUSTED  
 TU1105* LOCAL TIDAL -                                                        
 TU1105  ___________________________________________________________________
 TU1105  EPOCH DATE  -        1993.62
 TU1105  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 TU1105  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU1105
 TU1105  HORZ ORDER  -  THIRD
 TU1105
 TU1105.The horizontal coordinates were established by classical geodetic methods
 TU1105.and adjusted by the National Geodetic Survey in December 1998..
 TU1105.The horizontal coordinates are valid at the epoch date displayed above.
 TU1105.The epoch date for horizontal control is a decimal equivalence
 TU1105.of Year/Month/Day.
 TU1105
 TU1105
 TU1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1105
 TU1105.The geoid height was determined by GEOID03.
 TU1105
 TU1105;                    North         East     Units Scale Factor Converg.
 TU1105;SPC HI 3     -    28,888.444   520,076.679   MT  0.99999498   +0 04 14.7
 TU1105;UTM  04      - 2,369,928.863   623,705.454   MT  0.99978910   +0 26 10.1
 TU1105
 TU1105                          SUPERSEDED SURVEY CONTROL
 TU1105
 TU1105  NAD 83(1986)-  21 25 38.84079(N)    157 48 22.83822(W) AD(       ) 4
 TU1105  OLD HI      -  21 25 50.24300(N)    157 48 32.72300(W) AD(       ) 3
 TU1105
 TU1105.Superseded values are not recommended for survey control.
 TU1105.NGS no longer adjusts projects to the OLD HI datum.
 TU1105.See file dsdata.txt to determine how the superseded data were derived.
 TU1105
 TU1105_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2370569929(NAD 83)
 TU1105
 TU1105  HISTORY     - Date     Condition        Report By
 TU1105  HISTORY     - 1932     MONUMENTED       CGS
 TU1105  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1105  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1105
 TU1105                          STATION DESCRIPTION
 TU1105
 TU1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1105'AT HEEIA NAVAL RADIO STATION, A WHITE, SQUARE, WOODEN TOWER 100
 TU1105'FEET HIGH, STANDING 100 FEET SW OF THE QUARTERS OF OFFICERS IN
 TU1105'CHARGE.  USED TO GUY THE AERIALS AND LEAD-IN WIRES.  NOT TO BE
 TU1105'CONFUSED WITH A 56-FOOT COOLING TOWER, SIMILAR IN APPEARANCE.
 TU1105
 TU1105                          STATION RECOVERY (1933)
 TU1105
 TU1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1105'RECOVERED AS DESCRIBED.  THE RADIO STATION HAS BEEN ABANDONED
 TU1105'AND THE THREE TALL TOWERS REMOVED.
 TU1105
 TU1105                          STATION RECOVERY (1963)
 TU1105
 TU1105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1105'THE TOWER IS GONE.  THE RADIO STATION HAS BEEN ABANDONED FOR MANY
 TU1105'YEARS.  SOME OF THE OLD BUILDINGS ARE STILL STANDING.  THE POSITION
 TU1105'OF THE TOWER WAS PLOTTED ON A MAP AND A SEARCH WAS MADE, BUT NO
 TU1105'FOUNDATION BLOCKS COULD BE FOUND.  STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1102 ***********************************************************************
 TU1102  DESIGNATION -  HEEIA RANGE TOWER
 TU1102  PID         -  TU1102
 TU1102  STATE/COUNTY-  HI/HONOLULU
 TU1102  USGS QUAD   -  KANEOHE (1983)
 TU1102
 TU1102                         *CURRENT SURVEY CONTROL
 TU1102  ___________________________________________________________________
 TU1102* NAD 83(1993)-  21 26 05.23100(N)    157 48 18.13045(W)     ADJUSTED  
 TU1102* LOCAL TIDAL -                                                        
 TU1102  ___________________________________________________________________
 TU1102  EPOCH DATE  -        1993.62
 TU1102  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 TU1102  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU1102
 TU1102  HORZ ORDER  -  THIRD
 TU1102
 TU1102.The horizontal coordinates were established by classical geodetic methods
 TU1102.and adjusted by the National Geodetic Survey in December 1998..
 TU1102.The horizontal coordinates are valid at the epoch date displayed above.
 TU1102.The epoch date for horizontal control is a decimal equivalence
 TU1102.of Year/Month/Day.
 TU1102
 TU1102
 TU1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1102
 TU1102.The geoid height was determined by GEOID03.
 TU1102
 TU1102;                    North         East     Units Scale Factor Converg.
 TU1102;SPC HI 3     -    29,698.742   520,211.005   MT  0.99999505   +0 04 16.5
 TU1102;UTM  04      - 2,370,739.835   623,834.582   MT  0.99978949   +0 26 12.3
 TU1102
 TU1102                          SUPERSEDED SURVEY CONTROL
 TU1102
 TU1102  NAD 83(1986)-  21 26 05.18109(N)    157 48 18.13848(W) AD(       ) 4
 TU1102  OLD HI      -  21 26 16.58500(N)    157 48 28.02600(W) AD(       ) 3
 TU1102
 TU1102.Superseded values are not recommended for survey control.
 TU1102.NGS no longer adjusts projects to the OLD HI datum.
 TU1102.See file dsdata.txt to determine how the superseded data were derived.
 TU1102
 TU1102_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2383570740(NAD 83)
 TU1102
 TU1102  HISTORY     - Date     Condition        Report By
 TU1102  HISTORY     - UNK      MONUMENTED
 TU1102  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1102  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1102  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1102
 TU1102                          STATION DESCRIPTION
 TU1102
 TU1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1102'THE STATION WAS RECOVERED.  IT IS A WHITE SKELETON STRUCTURE ON
 TU1102'THE OFFSHORE END OF A LOW DIKE THAT IS JUST SOUTH OF KEALOKI
 TU1102'POINT AND ENCLOSES HEEIA POND.
 TU1102'
 TU1102'IT IS SHOWN IN THE LIGHT LIST, PACIFIC COAST, 1961 AS 2963 - WHITE
 TU1102'PYRAMIDAL SKELETON TOWER, BUILT 1943.
 TU1102
 TU1102                          STATION RECOVERY (1964)
 TU1102
 TU1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1102'STATION WAS RECOVERED IN GOOD CONDITION.  A 4-LEGGED, WHITE,
 TU1102'SKELETON STRUCTURE 38 FEET HIGH, WITH FLASHING GREEN LIGHT ON
 TU1102'TOP.  LOCATED AT EAST SIDE OF HEEIA POND, ON TOP OF POND WALL,
 TU1102'ABOUT 1/4 MILE NORTHEAST FROM SHORELINE.
 TU1102
 TU1102                          STATION RECOVERY (1976)
 TU1102
 TU1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1102'THE STATION IS LOST.  THE RANGE WAS REBUILT IN 1967 ACCORDING
 TU1102'TO THE LIGHT LIST.
 TU1102'
 TU1102'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1102'AT HEEIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0372 ***********************************************************************
 TU0372  DESIGNATION -  HEEIA TIDAL 1 RESET 1963
 TU0372  PID         -  TU0372
 TU0372  STATE/COUNTY-  HI/HONOLULU
 TU0372  USGS QUAD   -  KANEOHE (1983)
 TU0372
 TU0372                         *CURRENT SURVEY CONTROL
 TU0372  ___________________________________________________________________
 TU0372* NAD 83(1986)-  21 25 36.     (N)    157 48 08.     (W)     SCALED    
 TU0372* LOCAL TIDAL -         1.523  (meters)       5.00   (feet)  ADJ UNCH  
 TU0372  ___________________________________________________________________
 TU0372  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU0372
 TU0372  VERT ORDER  -  FIRST     CLASS II
 TU0372
 TU0372.The horizontal coordinates were scaled from a topographic map and have
 TU0372.an estimated accuracy of +/- 6 seconds.
 TU0372
 TU0372.The orthometric height was key entered from printed documents
 TU0372.and not key verified.
 TU0372
 TU0372.The geoid height was determined by GEOID03.
 TU0372
 TU0372;                    North         East    Units  Estimated Accuracy
 TU0372;SPC HI 3     -    28,800.      520,500.      MT  (+/- 180 meters Scaled)
 TU0372
 TU0372                          SUPERSEDED SURVEY CONTROL
 TU0372
 TU0372.No superseded survey control is available for this station.
 TU0372
 TU0372_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ241698(NAD 83)
 TU0372_MARKER: DR = REFERENCE MARK DISK
 TU0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0372_SP_SET: STORM DRAIN
 TU0372_STAMPING: HEEIA NO 1 1933 RESET 1963
 TU0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0372
 TU0372  HISTORY     - Date     Condition        Report By
 TU0372  HISTORY     - 1963     MONUMENTED       CGS
 TU0372  HISTORY     - 1969     GOOD             NGS
 TU0372
 TU0372                          STATION DESCRIPTION
 TU0372
 TU0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0372'0.65 MI NE FROM KANEOHE.
 TU0372'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0372'KANEOHE, THENCE 0.15 MILE EAST ALONG LILIPUNA ROAD, THENCE 0.25 MILE
 TU0372'NORTH ALONG NAHIKU ROAD, 0.05 MILE EAST ALONG NANA PLACE FROM THE
 TU0372'JUNCTION OF NAHIKU ROAD, IN THE TOP OF THE SOUTH CORNER OF A CONCRETE
 TU0372'STORM DRAIN OPENING INTO THE SEA WALL, 6.4 FEET SOUTH OF AN ANGLE IN
 TU0372'THE SEA WALL, 12.3 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 TU0372'CONCRETE BLOCK WALL AROUND HOUSE NO. 46-002, 16.7 FEET NORTH OF THE
 TU0372'BOTTOM STEP LEADING TO HOUSE NO. 46-002, 42 FEET NORTHWEST OF THE
 TU0372'NORTHWEST SIDE OF A SMALL BOAT DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0371 ***********************************************************************
 TU0371  DESIGNATION -  HEEIA TIDAL 2 RESET 1964
 TU0371  PID         -  TU0371
 TU0371  STATE/COUNTY-  HI/HONOLULU
 TU0371  USGS QUAD   -  KANEOHE (1983)
 TU0371
 TU0371                         *CURRENT SURVEY CONTROL
 TU0371  ___________________________________________________________________
 TU0371* NAD 83(1986)-  21 25 27.     (N)    157 47 58.     (W)     SCALED    
 TU0371* LOCAL TIDAL -         3.288  (meters)      10.79   (feet)  ADJ UNCH  
 TU0371  ___________________________________________________________________
 TU0371  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU0371
 TU0371  VERT ORDER  -  FIRST     CLASS II
 TU0371
 TU0371.The horizontal coordinates were scaled from a topographic map and have
 TU0371.an estimated accuracy of +/- 6 seconds.
 TU0371
 TU0371.The orthometric height was key entered from printed documents
 TU0371.and not key verified.
 TU0371
 TU0371.The geoid height was determined by GEOID03.
 TU0371
 TU0371;                    North         East    Units  Estimated Accuracy
 TU0371;SPC HI 3     -    28,520.      520,790.      MT  (+/- 180 meters Scaled)
 TU0371
 TU0371                          SUPERSEDED SURVEY CONTROL
 TU0371
 TU0371.No superseded survey control is available for this station.
 TU0371
 TU0371_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ244695(NAD 83)
 TU0371_MARKER: DR = REFERENCE MARK DISK
 TU0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0371_SP_SET: BUILDING
 TU0371_STAMPING: HEEIA NO 2 1933 RESET 1964
 TU0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0371
 TU0371  HISTORY     - Date     Condition        Report By
 TU0371  HISTORY     - 1964     MONUMENTED       CGS
 TU0371  HISTORY     - 1969     GOOD             NGS
 TU0371
 TU0371                          STATION DESCRIPTION
 TU0371
 TU0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0371'0.6 MI NE FROM KANEOHE.
 TU0371'0.25 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0371'KANEOHE, THENCE 0.15 MILE EAST ALONG LILIPUNA ROAD, THENCE 0.05 MILE
 TU0371'NORTH ALONG NAHIKU ROAD, THENCE 0.15 MILE EAST ALONG YACHT CLUB
 TU0371'STREET, IN THE TOP OF THE SOUTH CONCRETE AND ROCK RETAINING WALL
 TU0371'AROUND THE SOUTHEAST CORNER OF HEEIA SEWER PUMPING STATION, 9.8 FEET
 TU0371'SOUTHEAST OF THE FENCE CORNER, 4.0 FEET EAST OF THE WEST END OF THE
 TU0371'WALL, 41.0 FEET EAST OF THE EAST END OF A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2098 ***********************************************************************
 TU2098  DESIGNATION -  HEIHEIAHULU
 TU2098  PID         -  TU2098
 TU2098  STATE/COUNTY-  HI/HAWAII
 TU2098  USGS QUAD   -  PAHOA SOUTH (1994)
 TU2098
 TU2098                         *CURRENT SURVEY CONTROL
 TU2098  ___________________________________________________________________
 TU2098* NAD 83(1993)-  19 25 27.10508(N)    154 59 24.62164(W)     ADJUSTED  
 TU2098* LOCAL TIDAL -       521.2    (meters)    1710.     (feet)  VERT ANG  
 TU2098  ___________________________________________________________________
 TU2098  EPOCH DATE  -        1993.62
 TU2098  LAPLACE CORR-         -17.70  (seconds)                    DEFLEC99
 TU2098  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU2098
 TU2098  HORZ ORDER  -  FIRST
 TU2098
 TU2098.The horizontal coordinates were established by classical geodetic methods
 TU2098.and adjusted by the National Geodetic Survey in December 1998..
 TU2098.The horizontal coordinates are valid at the epoch date displayed above.
 TU2098.The epoch date for horizontal control is a decimal equivalence
 TU2098.of Year/Month/Day.
 TU2098
 TU2098.The orthometric height was determined by vertical angle observations.
 TU2098
 TU2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2098
 TU2098.The geoid height was determined by GEOID03.
 TU2098
 TU2098;                    North         East     Units Scale Factor Converg.
 TU2098;SPC HI 1     -    65,481.754   553,542.021   MT  1.00000209   +0 10 10.4
 TU2098;UTM  05      - 2,148,972.120   291,038.090   MT  1.00013976   -0 39 43.5
 TU2098
 TU2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2098!SPC HI 1     -   0.99991554  x   1.00000209  =   0.99991763
 TU2098!UTM  05      -   0.99991554  x   1.00013976  =   1.00005529
 TU2098
 TU2098|---------------------------------------------------------------------|
 TU2098| PID    Reference Object                     Distance      Geod. Az  |
 TU2098|                                                           dddmmss.s |
 TU2098| CN5192 HEIHEIAHULU RM 1                      7.757 METERS 01622     |
 TU2098| TU2114 CAPE KUMUKAHI LIGHTHOUSE            APPROX.21.4 KM 0613131.7 |
 TU2098| CN5193 HEIHEIAHULU RM 2                      8.062 METERS 27718     |
 TU2098|---------------------------------------------------------------------|
 TU2098
 TU2098                          SUPERSEDED SURVEY CONTROL
 TU2098
 TU2098  NAD 83(1986)-  19 25 27.05392(N)    154 59 24.64684(W) AD(       ) 1
 TU2098  OLD HI      -  19 25 37.94340(N)    154 59 34.64810(W) AD(       ) 1
 TU2098
 TU2098.Superseded values are not recommended for survey control.
 TU2098.NGS no longer adjusts projects to the OLD HI datum.
 TU2098.See file dsdata.txt to determine how the superseded data were derived.
 TU2098
 TU2098_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9103848972(NAD 83)
 TU2098_MARKER: Z = SEE DESCRIPTION
 TU2098_SETTING: 0 = UNSPECIFIED SETTING
 TU2098
 TU2098  HISTORY     - Date     Condition        Report By
 TU2098  HISTORY     - 1914     MONUMENTED       CGS
 TU2098  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2098  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2098  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2098
 TU2098                          STATION DESCRIPTION
 TU2098
 TU2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2098'IN THE EASTERN PART OF HAWAII, ON THE EAST EDGE OF RIM OF
 TU2098'CRATER ON TOP OF MOUNT HEIHEIAHULU, 5 MILES NORTH BY WEST FROM
 TU2098'KALAPANA.  THIS IS THE HIGHEST POINT OF THE ENTIRE RIM.  THE
 TU2098'OLD STATION, WEST HEIHEIAHULU (SEE DESCRIPTION) ACROSS THE
 TU2098'CRATER IS LOWER, BEARS N. 63 DEG W., AND IS DISTANT ABOUT 100
 TU2098'METERS.  MARK IS A SURVEY TABLET SET IN A BLOCK OF CONCRETE,
 TU2098'OVER WHICH IS A CAIRN ABOUT 4 FEET HIGH.
 TU2098
 TU2098                          STATION RECOVERY (1949)
 TU2098
 TU2098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2098'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  IN
 TU2098'1930 THE HAWAIIAN TERRITORY SURVEY SURROUNDED THIS STATION WITH
 TU2098'A SQUARE BLOCK OF CONCRETE WHICH IS ABOUT 7-1/2 FEET ON EACH
 TU2098'SIDE BUT LEFT THE STATION MARK OPEN TO VIEW.  A NEW DESCRIPTION
 TU2098'FOLLOWS--
 TU2098'
 TU2098'THE STATION IS LOCATED ON THE EASTERLY RIM OF AN EXTINCT
 TU2098'VOLCANIC CONE WHICH LIES ABOUT 13.5 MILES WEST SOUTHWEST OF
 TU2098'CAPE KUMUKAHI, ABOUT 5.5 MILES SOUTHWEST OF PAHOA, ABOUT 5 MILES
 TU2098'NORTH OF KALAPANA AND 25 FEET EAST OF THE RIM OF THE DEEP CRATER.
 TU2098'
 TU2098'TO REACH FROM THE POST OFFICE AT PAHOA.  GO SOUTHERLY FOR
 TU2098'0.4 MILE.  TURN RIGHT, AS PER THE SIGN READING KALAPANA, AND
 TU2098'GO SOUTHWEST FOR 5.1 MILES.  TURN RIGHT, ONTO A TRACK ROAD AND
 TU2098'GO WESTERLY FOR 1.0 MILE.  PASS TO THE RIGHT HAND SIDE OF A
 TU2098'SMALL SHACK AND CONTINUE WESTERLY, ON AN OVERGROWN TRACK
 TU2098'ROAD, FOR 0.5 MILE TO THE END OF TRUCK TRAVEL AT THE SIDE
 TU2098'OF THE ROAD.  FROM THIS POINT PACK WEST NORTHWEST, THRU THE
 TU2098'FERNS AND JUNGLE, FOR ABOUT 2 MILES TO THE SUMMIT OF THE LOW
 TU2098'CONE AND THE STATION.  THIS IS ABOUT A 3 HOUR PACK OVER A
 TU2098'CLEARED TRAIL.  NO WATER AVAILABLE ALONG THE ROUTE.
 TU2098'
 TU2098'THE STATION IS A STANDARD DISK, UNSTAMPED, SET INTO CONCRETE
 TU2098'WHICH IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 TU2098'
 TU2098'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED
 TU2098'HEIHEIAHULU NO 1 1949, SET INTO A DRILL HOLE IN LEDGE ROCK.  IT
 TU2098'IS LOCATED 6 FEET SOUTH EAST OF THE RIM OF THE CRATER AND ABOUT
 TU2098'4 FEET LOWER THAN THE STATION.
 TU2098'
 TU2098'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED
 TU2098'HEIHEIAHULU NO 2 1949, SET INTO A DRILL HOLE IN LEDGE ROCK
 TU2098'WHICH IS FLUSH WITH THE SURFACE OF THE SURROUNDING SOIL.  IT
 TU2098'IS LOCATED 3 FEET SOUTHEAST OF THE EDGE OF THE CRATER AND
 TU2098'ABOUT 2 FEET LOWER THAN THE STATION.
 TU2098
 TU2098                          STATION RECOVERY (1967)
 TU2098
 TU2098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2098'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2098'DISTANCE TO THE REFERENCE MARKS WAS CHECKED AND FOUND
 TU2098'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2098'
 TU2098'STATION IS LOCATED ABOUT 5-3/4 MILES SOUTHWEST OF PAHOA AND
 TU2098'5-1/4 MILES NORTH-NORTHWEST OF KALAPANA, AT ABOUT 1711 FEET
 TU2098'ELEVATION, ON THE HIGHEST POINT ON THE SOUTHEAST RIM OF HEIHEIAHULU
 TU2098'CRATER, WHICH IS COVERED WITH DENSE BRUSH AND SMALL TREES.
 TU2098'
 TU2098'TO REACH STATION FROM THE POST OFFICE IN PAHOA, GO EAST
 TU2098'0.4 MILE.  TAKE RIGHT FORK AND GO SOUTH ON STATE HIGHWAY
 TU2098'13 FOR 5.8 MILES.  TAKE SIDE ROAD RIGHT AND GO 0.15 MILE.  TURN
 TU2098'LEFT BY HOUSE AND GO SOUTHWEST 0.55 MILE.  TURN RIGHT AND GO
 TU2098'0.6 MILE TO T-JUNCTION.  TURN LEFT AND GO 0.25 MILE TO TRACK
 TU2098'ROAD RIGHT.  TURN RIGHT AND GO NORTHWEST 0.7 MILE
 TU2098'TO HOUSE ON LEFT.  CONTINUE FOR 0.55 MILE TO END OF ROAD.  WALK
 TU2098'NORTHWEST UP GRASSY STRIP ABOUT 300 YARDS TO END.  CLEAR TRAIL
 TU2098'THROUGH TREES AND BRUSH ON A BEARING OF 291 DEG FOR ABOUT
 TU2098'3/4-MILE (AIRLINE) TO STATION.  ABOUT 2 HOURS REQUIRED TO
 TU2098'CLEAR TRAIL TO STATION.  NOTE--A 4-WHEEL-DRIVE TRUCK IS
 TU2098'NEEDED TO REACH END OF TRUCK TRAVEL.
 TU2098'
 TU2098'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN
 TU2098'A DRILL HOLE IN A ROCK FLUSH WITH GROUND.  A TYPE B-1 SIGNAL,
 TU2098'BUILT BY THE HAWAII TERRITORIAL SURVEY, IS CENTERED OVER THE
 TU2098'MARK, WITH THE 6-FOOT-SQUARE, CONCRETE PLATFORM PROJECTING
 TU2098'6 INCHES ABOVE GROUND AND A CONCRETE PEDESTAL IN THE CENTER
 TU2098'EXTENDING 30 INCHES ABOVE THE PLATFORM AND SUPPORTING A RED
 TU2098'AND WHITE METAL TARGET 7 FEET TALL.  A 7 X 30-INCH DEPRESSION
 TU2098'IS IN CENTER OF PLATFORM AND THE STATION MARK CAN BE SEEN
 TU2098'IN THE BOTTOM OF IT.
 TU2098'
 TU2098'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED
 TU2098'HEIHEIAHULU NO 1 1949, CEMENTED IN A DRILL HOLE IN THE EDGE OF A
 TU2098'BEDROCK LEDGE 1 FOOT SOUTHEAST OF THE STEEP DROP INTO CRATER AND
 TU2098'ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
 TU2098'
 TU2098'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2098'HEIHEIAHULU HTS 1949, CEMENTED IN A DRILL HOLE IN BEDROCK 2
 TU2098'INCHES BENEATH GROUND LEVEL.  IT IS 3 FEET SOUTH OF EDGE OF
 TU2098'STEEP DROP INTO CRATER AND ABOUT 2 FEET LOWER THAN STATION MARK.
 TU2098
 TU2098                          STATION RECOVERY (1977)
 TU2098
 TU2098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2098'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 TU2098'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE 1
 TU2098'MEASURED ON THIS DATE WAS ABOUT 4 MINUTES LARGER THAN THE
 TU2098'1949 MEASUREMENT.  THE DIRECTION TO REFERENCE MARK 2 MEASURED
 TU2098'ON THIS DATE WAS ABOUT 1-1/2 MINUTES LARGER THAN THE 1949
 TU2098'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK 2 MEASURED
 TU2098'ON THIS DATE WAS 0.027 METER LONGER THAN THE 1949
 TU2098'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK 1 MEASURED ON
 TU2098'THIS DATE COMPARED FAVORABLY TO THE 1949 MEASUREMENT.  THE
 TU2098'1949 AND 1967 RECOVERY NOTES ARE ADEQUATE WITH THE
 TU2098'ADDITION OF THE FOLLOWING NEW TO REACH DESCRIPTION.
 TU2098'
 TU2098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 TU2098'132 NEAR THE EAST EDGE OF PAHOA, GO SOUTH ON HIGHWAY 13 FOR 5.4
 TU2098'MILES TO ROAD INTERSECTION ON THE RIGHT AT THE SOUTH EDGE OF
 TU2098'A LAVA FLOW.  TURN RIGHT AND FOLLOW MAIN TRAVELLED GRAVEL
 TU2098'ROAD WESTERLY 1.8 MILES TO ROAD-T RIGHT.  TURN RIGHT (PASS
 TU2098'THROUGH LOCKED GATE) AND GO 1.5 MILES ON MAIN ROAD TO THE END OF
 TU2098'THE ROAD WHICH IS THE END OF TRAVEL BY VEHICLE.  PACK WESTERLY
 TU2098'ALONG TRAIL ABOUT 3/4 MILE TO THE TOP OF THE HILL AND THE
 TU2098'STATION SITE.
 TU2098'
 TU2098'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2098'
 TU2098'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2098'5 MILES N OF KALAPANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3091 ***********************************************************************
 TU3091  DESIGNATION -  HEKILI RESET
 TU3091  PID         -  TU3091
 TU3091  STATE/COUNTY-  HI/MAUI
 TU3091  USGS QUAD   -  OLOWALU (1992)
 TU3091
 TU3091                         *CURRENT SURVEY CONTROL
 TU3091  ___________________________________________________________________
 TU3091* NAD 83(1993)-  20 48 28.71095(N)    156 37 05.56123(W)     ADJUSTED  
 TU3091* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU3091  ___________________________________________________________________
 TU3091  EPOCH DATE  -        1993.62
 TU3091  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 TU3091  GEOID HEIGHT-          16.43  (meters)                     GEOID03
 TU3091
 TU3091  HORZ ORDER  -  SECOND
 TU3091
 TU3091.The horizontal coordinates were established by classical geodetic methods
 TU3091.and adjusted by the National Geodetic Survey in December 1998..
 TU3091.The horizontal coordinates are valid at the epoch date displayed above.
 TU3091.The epoch date for horizontal control is a decimal equivalence
 TU3091.of Year/Month/Day.
 TU3091
 TU3091.The orthometric height was scaled from a topographic map.
 TU3091
 TU3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3091
 TU3091.The geoid height was determined by GEOID03.
 TU3091
 TU3091;                    North         East     Units Scale Factor Converg.
 TU3091;SPC HI 2     -    52,547.326   505,044.156   MT  0.99996698   +0 01 02.0
 TU3091;UTM  04      - 2,302,727.145   747,905.415   MT  1.00035957   +0 50 47.5
 TU3091
 TU3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3091!SPC HI 2     -   0.99999710  x   0.99996698  =   0.99996408
 TU3091!UTM  04      -   0.99999710  x   1.00035957  =   1.00035667
 TU3091
 TU3091:                Primary Azimuth Mark                     Grid Az
 TU3091:SPC HI 2     -  POHAKULOA                                102 19 55.1
 TU3091:UTM  04      -  POHAKULOA                                101 30 09.6
 TU3091
 TU3091|---------------------------------------------------------------------|
 TU3091| PID    Reference Object                     Distance      Geod. Az  |
 TU3091|                                                           dddmmss.s |
 TU3091| TU3085 POHAKULOA                           APPROX. 7.7 KM 1022057.1 |
 TU3091| TU3096 OLOWALU MILL FLAGSTAFF              APPROX. 0.5 KM 2942501.5 |
 TU3091| TU3098 LAUNIUPOKO 1879                     APPROX. 3.9 KM 3352836.3 |
 TU3091|---------------------------------------------------------------------|
 TU3091
 TU3091                          SUPERSEDED SURVEY CONTROL
 TU3091
 TU3091  NAD 83(1986)-  20 48 28.67437(N)    156 37 05.53850(W) AD(       ) 2
 TU3091  OLD HI      -  20 48 40.19900(N)    156 37 15.70800(W) AD(       ) 2
 TU3091
 TU3091.Superseded values are not recommended for survey control.
 TU3091.NGS no longer adjusts projects to the OLD HI datum.
 TU3091.See file dsdata.txt to determine how the superseded data were derived.
 TU3091
 TU3091_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4790502727(NAD 83)
 TU3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU3091+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2001
 TU3091
 TU3091  HISTORY     - Date     Condition        Report By
 TU3091  HISTORY     - 1950     MONUMENTED       CGS
 TU3091  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU3091  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3091  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3091  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3091  HISTORY     - 20010420 GOOD             EVANS
 TU3091
 TU3091                          STATION DESCRIPTION
 TU3091
 TU3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3091'ON WESTERN COAST OF WEST MAUI, IN LAHAINA DISRICT, LAND OF
 TU3091'OLOWALU, ABOUT 500 METERS EAST FROM THE OLOWALU MILL, 50 METERS
 TU3091'BACK FROM THE SHORE LINE, IN A DENSE GROWTH OF ALGEROBA AND
 TU3091'OPIUM TREES WHICH MAKE IT (IN 1925) UNOCCUPIABLE AND INVISIBLE
 TU3091'FROM ANY OTHER STATION, OR FROM ALONG THE SHORE LINE.  MARKED
 TU3091'BY A CONCRETE POST WITH CROSS IN TOP SET FLUSH WITH SURFACE, AND
 TU3091'SURROUNDED BY A CAIRN OF STONES.
 TU3091
 TU3091                          STATION RECOVERY (1950)
 TU3091
 TU3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3091'THE STATION WAS RECOVERED, AS DESCRIBED, IN GOOD
 TU3091'CONDITION.  THIS STATION WAS REMARKED WITH A STANDARD DISK, SET
 TU3091'IN THE CENTER OF THE CARVED CROSS WHICH WAS THE ORIGINAL
 TU3091'STATION.  HIGH TREES PREVENTED THE OCCUPATION OF THIS
 TU3091'STATION.  A 24 FOOT POLE, ON THE TOP OF A 20 FOOT WOODEN TOWER
 TU3091'WAS USED AS AN INTERSECTION TARGET.  A NEW DESCRIPTION FOLLOWS.
 TU3091'
 TU3091'THE STATION IS LOCATED ABOUT 600 METERS SOUTHEAST OF
 TU3091'OLAWALU, ABOUT 500 METERS EAST OF THE ABANDONED OLOWALU MILL
 TU3091'(ABANDONED IN 1931) AND ABOUT 50 METERS NORTHEAST OF HEKILI
 TU3091'POINT IN A DENSE GROVE OF TREES.
 TU3091'
 TU3091'THE STATION IS A STANDARD DISK, STAMPED HEKILI 1949, SET IN
 TU3091'THE TOP OF A CONCRETE POST WHICH IS ABOUT FLUSH WITH THE
 TU3091'SURFACE OF THE GROUND.
 TU3091'
 TU3091'NO REFERENCE MARKS WERE SET AT THIS STATION.
 TU3091
 TU3091                          STATION RECOVERY (1961)
 TU3091
 TU3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3091'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU3091'C.T.H. IN 1950.  THE MARK WAS FOUND COVERED BY DIRT TO A
 TU3091'DEPTH OF ABOUT 2 IN.  TO REACH THE STATION, GO 0.5 MILE SOUTH
 TU3091'ALONG STATE HIGHWAY 30 TO A SIDE ROAD RIGHT AT SIGN CAMP
 TU3091'PECUSA.  TURN RIGHT ONTO SIDE ROAD FOR 0.25 MILE.  THE
 TU3091'STATION IS ON THE LEFT BETWEEN THE ROAD AND THE BEACH IN A
 TU3091'DENSE GROWTH OF KIAWE TREES.
 TU3091
 TU3091                          STATION RECOVERY (1969)
 TU3091
 TU3091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3091'NOTE--COMPASS AZIMUTH (DIRECTION FROM TRUE SOUTH) WAS
 TU3091'MEASURED WITH A BRUNTON COMPASS BECAUSE TREES BLOCK ALL LINES.
 TU3091'
 TU3091'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT WAS 14
 TU3091'INCHES BELOW GROUND SURFACE, BUT THE OLD TOWER WAS STILL
 TU3091'STANDING, MARKING THE LOCATION.  TWO REFERENCE MARKS WERE
 TU3091'ESTABLISHED AND A WITNESS POST WAS SET.  A COMPLETE DESCRIPTION
 TU3091'FOLLOWS--
 TU3091'
 TU3091'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LAHAINA, 1/4-MILE
 TU3091'SOUTHEAST OF OLOWALU STORE, AND 1400 FEET WEST-SOUTHWEST OF
 TU3091'CAMP PECUSA GIRLS CAMP, AT HEKILI POINT, 90 FEET NORTH FROM
 TU3091'SEASHORE, IN A DENSE KIAWE GROVE, AND IN A PROMINENT, CURVING
 TU3091'ROW OF STONES ABOUT 90 FEET LONG, 8 FEET WIDE, AND 2 FEET
 TU3091'HIGH, WHICH IS PROBABLY AN OLD FENCE.  THE KIAWE TREES ARE
 TU3091'UP TO 75 FEET HIGH AND ALL LINES ARE HEAVILY BLOCKED.
 TU3091'
 TU3091'TO REACH STATION FROM THE POST OFFICE IN WAILUKU, GO SOUTH
 TU3091'ON STATE HIGHWAY 30 FOR 5.3 MILES TO JUNCTION WITH STATE
 TU3091'HIGHWAY 31.  CONTINUE ON HIGHWAY 30 FOR 5.75 MILES TO SIGN
 TU3091'CAMP PECUSA ON LEFT.  TAKE LEFT FORK AND GO 0.3 MILE ON
 TU3091'TRACK ROAD ALONG EDGE OF CANE FIELD TO JOG IN ROAD AND END OF
 TU3091'TRUCK TRAVEL.  WALK SOUTHERLY 100 FEET TO STATION IN TREES.
 TU3091'
 TU3091'STATION MARK IS A STANDARD DISK STAMPED HEKILI 1950, SET
 TU3091'IN THE TOP OF A 6-INCH-SQUARE, CONCRETE MONUMENT 14 INCHES
 TU3091'BELOW GROUND SURFACE.  IT IS 100 FEET SOUTH-SOUTHWEST FROM JOG
 TU3091'IN CANE ROAD, 35 FEET WEST OF EAST END OF STONE ROW, 30 FEET
 TU3091'EAST OF ANGLE IN STONE ROW, AND 4 FEET SOUTH OF A WHITE
 TU3091'WITNESS POST.
 TU3091'
 TU3091'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HEKILI
 TU3091'HGS 1879 NO 1 1969, CEMENTED IN A DRILL HOLE IN A 2-FOOT
 TU3091'BOULDER THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS SET IN THE
 TU3091'STONE ROW, 24 FEET WEST OF EAST END OF THE ROW AND 2 FEET
 TU3091'HIGHER THAN STATION MARK.
 TU3091'
 TU3091'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HEKILI
 TU3091'HGS 1879 NO 2 1969, CEMENTED IN A DRILL HOLE IN A 20-INCH
 TU3091'BOULDER THAT PROJECTS 10 INCHES FROM GROUND.  IT IS SET IN THE
 TU3091'STONE ROW, 24 FEET EAST FROM THE ANGLE WHERE ROW CHANGES
 TU3091'DIRECTION, AND IS 20 INCHES HIGHER THAN STATION MARK.
 TU3091
 TU3091                          STATION RECOVERY (2001)
 TU3091
 TU3091'RECOVERY NOTE BY DAVID EVANS + ASSOC 2001 (JPW)
 TU3091'MARK IS 6' ESE RM2 AND 11' W RM1
 TU3091' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0815 ***********************************************************************
 TU0815  DESIGNATION -  HELO
 TU0815  PID         -  TU0815
 TU0815  STATE/COUNTY-  HI/KAUAI
 TU0815  USGS QUAD   -  MAKAHA POINT (1983)
 TU0815
 TU0815                         *CURRENT SURVEY CONTROL
 TU0815  ___________________________________________________________________
 TU0815* NAD 83(1993)-  22 07 48.38536(N)    159 43 21.72145(W)     ADJUSTED  
 TU0815* LOCAL TIDAL -       545.101  (meters)    1788.39   (feet)  ADJ UNCH  
 TU0815  ___________________________________________________________________
 TU0815  EPOCH DATE  -        1993.62
 TU0815  LAPLACE CORR-           9.33  (seconds)                    DEFLEC99
 TU0815  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0815
 TU0815  HORZ ORDER  -  SECOND
 TU0815  VERT ORDER  -  SECOND    CLASS 0
 TU0815
 TU0815.The horizontal coordinates were established by classical geodetic methods
 TU0815.and adjusted by the National Geodetic Survey in December 1998..
 TU0815.The horizontal coordinates are valid at the epoch date displayed above.
 TU0815.The epoch date for horizontal control is a decimal equivalence
 TU0815.of Year/Month/Day.
 TU0815
 TU0815.The orthometric height was key entered from printed documents
 TU0815.and not key verified.
 TU0815
 TU0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0815
 TU0815.The geoid height was determined by GEOID03.
 TU0815
 TU0815;                    North         East     Units Scale Factor Converg.
 TU0815;SPC HI 4     -    32,878.253   477,024.702   MT  0.99999652   -0 05 02.0
 TU0815;UTM  04      - 2,447,405.176   425,469.067   MT  0.99966863   -0 16 20.1
 TU0815
 TU0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0815!SPC HI 4     -   0.99991180  x   0.99999652  =   0.99990832
 TU0815!UTM  04      -   0.99991180  x   0.99966863  =   0.99958046
 TU0815
 TU0815|---------------------------------------------------------------------|
 TU0815| PID    Reference Object                     Distance      Geod. Az  |
 TU0815|                                                           dddmmss.s |
 TU0815| CJ9488 HELO RM 1                             7.756 METERS 03044     |
 TU0815| TU0813 USNHO                                33.170 METERS 15023     |
 TU0815| TU2016 WEATHER VANE 203 1967                30.224 METERS 15523     |
 TU0815| CJ9489 HELO RM 2                             8.100 METERS 29759     |
 TU0815|---------------------------------------------------------------------|
 TU0815
 TU0815                          SUPERSEDED SURVEY CONTROL
 TU0815
 TU0815  NAD 83(1986)-  22 07 48.35149(N)    159 43 21.74773(W) AD(       ) 2
 TU0815  OLD HI      -  22 07 59.64780(N)    159 43 31.80870(W) AD(       ) 2
 TU0815
 TU0815.Superseded values are not recommended for survey control.
 TU0815.NGS no longer adjusts projects to the OLD HI datum.
 TU0815.See file dsdata.txt to determine how the superseded data were derived.
 TU0815
 TU0815_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2546947405(NAD 83)
 TU0815_MARKER: DS = TRIANGULATION STATION DISK
 TU0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0815_STAMPING: HELO 1966
 TU0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0815+STABILITY: SURFACE MOTION
 TU0815
 TU0815  HISTORY     - Date     Condition        Report By
 TU0815  HISTORY     - 1966     MONUMENTED       CGS
 TU0815  HISTORY     - 1966     GOOD             CGS
 TU0815
 TU0815                          STATION DESCRIPTION
 TU0815
 TU0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU0815'THE STATION IS 11.5 MILES NORTH OF KEKAHA, 3.7 MILES WEST OF STATE
 TU0815'HIGHWAY 55, 0.6 MILE EAST OF MAKAHA POINT, ON THE NORTH SIDE OF
 TU0815'MAKAHA RIDGE AT THE WEST END OF KAUAI ISLAND.
 TU0815'
 TU0815'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND 55
 TU0815'IN KEKAHA, GO NORTH ON STATE HIGHWAY 55 FOR 15.5 MILES TO AN ASPHALT
 TU0815'ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE ASPHALT ROAD DOWN THE
 TU0815'RIDGE FOR 4.5 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 TU0815'
 TU0815'THE STATION MARK, A STANDARD DISK STAMPED HELO 1966, IS SET IN
 TU0815'THE TOP OF A 11-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 TU0815'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 67 FEET NORTHEAST OF
 TU0815'THE CENTER OF THE ASPHALT ROAD, 41 FEET SOUTHWEST OF A POWER POLE,
 TU0815'5.8 FEET WEST-NORTHWEST OF A 4 BY 4-INCH WHITE WITNESS POST AND
 TU0815'SIGN, 5.4 FEET SOUTH OF A 4 BY 4-INCH WHITE WITNESS POST AND 5.4
 TU0815'FEET NORTHEAST OF A 4 BY 4-INCH WHITE WITNESS POST.
 TU0815'
 TU0815'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HELO NO 1 1966, IS
 TU0815'SET IN THE TOP OF A 11-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 TU0815'7 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 17.6 FEET
 TU0815'SOUTHWEST OF THE POWER POLE, 1.4 FEET WEST OF A 4 BY 4-INCH
 TU0815'WHITE WITNESS POST AND SIGN AND IS 1 FOOT LOWER IN ELEVATION THAN
 TU0815'THE STATION MARK.
 TU0815'
 TU0815'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HELO NO 2 1966, IS
 TU0815'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 TU0815'3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 55.4 FEET WEST OF
 TU0815'THE POWER POLE, 51 FEET NORTH OF THE CENTER OF THE ASPHALT ROAD,
 TU0815'2.4 FEET NORTHEAST OF A 4 BY 4-INCH WHITE WITNESS POST AND SIGN
 TU0815'AND IS 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TU0815'
 TU0815'USNHO IS A U.S. NAVY HYDROGRAPHIC OFFICE TRIANGULATION STATION
 TU0815'DISK SET IN A MASS OF PLASTER OF PARIS AND ROCKS WHICH IS FLUSH
 TU0815'WITH THE SURFACE OF THE GROUND.  IT IS 52 FEET NORTH OF THE CENTER
 TU0815'OF THE ASPHALT ROAD.
 TU0815'
 TU0815'NOTE--THIS AREA IS TO BE UNDER CONSTRUCTION IN THE NEAR FUTURE AND
 TU0815'IS SUBJECT TO CHANGE.
 TU0815'
 TU0815'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU0815
 TU0815                          STATION RECOVERY (1966)
 TU0815
 TU0815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 TU0815'20 MI N FROM KEKAHA.
 TU0815'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0815'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 4.5 MILES WEST ALONG AN ASPHALT
 TU0815'ROAD, 67 FEET NORTHEAST OF THE CENTER OF THE ASPHALT ROAD, 41 FEET
 TU0815'SOUTHWEST OF A POWER POLE, 5.8 FEET WEST-NORTHWEST OF A 4 BY 4-INCH
 TU0815'WHITE WITNESS POST AND SIGN, 5.4 FEET SOUTH OF A 4 BY 4-INCH WHITE
 TU0815'WITNESS POST, 5.4 FEET NORTHEAST OF A 4 BY 4-INCH WHITE WITNESS POST,
 TU0815'SET IN THE TOP OF A 11-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 TU0815'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0816 ***********************************************************************
 TU0816  DESIGNATION -  HELO RM 1
 TU0816  PID         -  TU0816
 TU0816  STATE/COUNTY-  HI/KAUAI
 TU0816  USGS QUAD   -  MAKAHA POINT (1983)
 TU0816
 TU0816                         *CURRENT SURVEY CONTROL
 TU0816  ___________________________________________________________________
 TU0816* NAD 83(1986)-  22 07 49.     (N)    159 43 22.     (W)     SCALED    
 TU0816* LOCAL TIDAL -       544.702  (meters)    1787.08   (feet)  ADJ UNCH  
 TU0816  ___________________________________________________________________
 TU0816  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0816
 TU0816  VERT ORDER  -  SECOND    CLASS 0
 TU0816
 TU0816.The horizontal coordinates were scaled from a topographic map and have
 TU0816.an estimated accuracy of +/- 6 seconds.
 TU0816
 TU0816.The orthometric height was key entered from printed documents
 TU0816.and not key verified.
 TU0816
 TU0816.The geoid height was determined by GEOID03.
 TU0816
 TU0816;                    North         East    Units  Estimated Accuracy
 TU0816;SPC HI 4     -    32,900.      477,020.      MT  (+/- 180 meters Scaled)
 TU0816
 TU0816                          SUPERSEDED SURVEY CONTROL
 TU0816
 TU0816.No superseded survey control is available for this station.
 TU0816
 TU0816_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK254474(NAD 83)
 TU0816_MARKER: DR = REFERENCE MARK DISK
 TU0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0816_STAMPING: HELO NO 1 1966
 TU0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0816+STABILITY: SURFACE MOTION
 TU0816
 TU0816  HISTORY     - Date     Condition        Report By
 TU0816  HISTORY     - 1966     MONUMENTED       CGS
 TU0816
 TU0816                          STATION DESCRIPTION
 TU0816
 TU0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0816'20 MI N FROM KEKAHA.
 TU0816'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0816'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 4.5 MILES WEST ALONG AN ASPHALT
 TU0816'ROAD, 17.6 FEET SOUTHWEST OF A POWER POLE, 1.4 FEET WEST OF A 4 BY
 TU0816'4-INCH WHITE WITNESS POST AND SIGN, SET IN THE TOP OF A 11-INCH ROUND
 TU0816'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE
 TU0816'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0817 ***********************************************************************
 TU0817  DESIGNATION -  HELO RM 2
 TU0817  PID         -  TU0817
 TU0817  STATE/COUNTY-  HI/KAUAI
 TU0817  USGS QUAD   -  MAKAHA POINT (1983)
 TU0817
 TU0817                         *CURRENT SURVEY CONTROL
 TU0817  ___________________________________________________________________
 TU0817* NAD 83(1986)-  22 07 49.     (N)    159 43 22.     (W)     SCALED    
 TU0817* LOCAL TIDAL -       544.108  (meters)    1785.13   (feet)  ADJ UNCH  
 TU0817  ___________________________________________________________________
 TU0817  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0817
 TU0817  VERT ORDER  -  SECOND    CLASS 0
 TU0817
 TU0817.The horizontal coordinates were scaled from a topographic map and have
 TU0817.an estimated accuracy of +/- 6 seconds.
 TU0817
 TU0817.The orthometric height was key entered from printed documents
 TU0817.and not key verified.
 TU0817
 TU0817.The geoid height was determined by GEOID03.
 TU0817
 TU0817;                    North         East    Units  Estimated Accuracy
 TU0817;SPC HI 4     -    32,900.      477,020.      MT  (+/- 180 meters Scaled)
 TU0817
 TU0817                          SUPERSEDED SURVEY CONTROL
 TU0817
 TU0817.No superseded survey control is available for this station.
 TU0817
 TU0817_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK254474(NAD 83)
 TU0817_MARKER: DR = REFERENCE MARK DISK
 TU0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0817_STAMPING: HELO NO 2 1966
 TU0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0817+STABILITY: SURFACE MOTION
 TU0817
 TU0817  HISTORY     - Date     Condition        Report By
 TU0817  HISTORY     - 1966     MONUMENTED       CGS
 TU0817
 TU0817                          STATION DESCRIPTION
 TU0817
 TU0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0817'20 MI N FROM KEKAHA.
 TU0817'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0817'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 4.5 MILES WEST ALONG AN ASPHALT
 TU0817'ROAD, 55.4 FEET WEST OF A POWER POLE, 51 FEET NORTH OF THE CENTER OF
 TU0817'THE ASPHALT ROAD, 2.4 FEET NORTHEAST OF A 4 BY 4-INCH WHITE WITNESS
 TU0817'POST AND SIGN, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 TU0817'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1926 ***********************************************************************
 TU1926  DESIGNATION -  HEN
 TU1926  PID         -  TU1926
 TU1926  STATE/COUNTY-  HI/KAUAI
 TU1926  USGS QUAD   -  KAPAA (1996)
 TU1926
 TU1926                         *CURRENT SURVEY CONTROL
 TU1926  ___________________________________________________________________
 TU1926* NAD 83(1993)-  22 03 52.78568(N)    159 19 04.97700(W)     ADJUSTED  
 TU1926* LOCAL TIDAL -                                                        
 TU1926  ___________________________________________________________________
 TU1926  EPOCH DATE  -        1993.62
 TU1926  LAPLACE CORR-         -14.78  (seconds)                    DEFLEC99
 TU1926  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU1926
 TU1926  HORZ ORDER  -  THIRD
 TU1926
 TU1926.The horizontal coordinates were established by classical geodetic methods
 TU1926.and adjusted by the National Geodetic Survey in December 1998..
 TU1926.The horizontal coordinates are valid at the epoch date displayed above.
 TU1926.The epoch date for horizontal control is a decimal equivalence
 TU1926.of Year/Month/Day.
 TU1926
 TU1926
 TU1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1926
 TU1926.The geoid height was determined by GEOID03.
 TU1926
 TU1926;                    North         East     Units Scale Factor Converg.
 TU1926;SPC HI 4     -    25,625.949   518,779.939   MT  0.99999436   +0 04 06.1
 TU1926;UTM  04      - 2,440,018.452   467,185.479   MT  0.99961330   -0 07 10.1
 TU1926
 TU1926                          SUPERSEDED SURVEY CONTROL
 TU1926
 TU1926  NAD 83(1986)-  22 03 52.75686(N)    159 19 05.03347(W) AD(       ) 4
 TU1926  OLD HI      -  22 04 04.10000(N)    159 19 15.10000(W) AD(       ) 3
 TU1926
 TU1926.Superseded values are not recommended for survey control.
 TU1926.NGS no longer adjusts projects to the OLD HI datum.
 TU1926.See file dsdata.txt to determine how the superseded data were derived.
 TU1926
 TU1926_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6718540018(NAD 83)
 TU1926
 TU1926  HISTORY     - Date     Condition        Report By
 TU1926  HISTORY     - 1910     MONUMENTED       CGS
 TU1926  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1926
 TU1926                          STATION DESCRIPTION
 TU1926
 TU1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1926'ON THE EAST COAST OF KAUAI, HALFWAY BETWEEN THE VILLAGES OF
 TU1926'WAIPOULI AND KAPAA, AND ABOUT 1 MILE SOUTH OF THE BRICK CHIMNEY
 TU1926'AT KAPAA.  IT IS AT THE MAKAI (SEAWARD) END OF A BOARD FENCE
 TU1926'RUNNING EAST FROM THE MAIN ROAD, AND ABOUT 1/2 MILE ABOVE
 TU1926'JAPANESE TEMPLE.  MARKED BY SIGNAL POLE NAILED TO FENCE
 TU1926'POST.  REFERENCE MARK IS STAKE WITH NAIL IN TOP, PROJECTING 6
 TU1926'INCHES ABOVE GROUND, AND 10 METERS DISTANT ON LINE WITH BRICK
 TU1926'CHIMNEY.
 TU1926
 TU1926                          STATION RECOVERY (1965)
 TU1926
 TU1926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1926'STATION IS GONE.  THERE IS A NEW FENCE IN THIS VICINITY BUT
 TU1926'IT IS NOT KNOWN IF IT IS ON THE OLD LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3035 ***********************************************************************
 TU3035  DESIGNATION -  HEN
 TU3035  PID         -  TU3035
 TU3035  STATE/COUNTY-  HI/MAUI
 TU3035  USGS QUAD   -  WAILUKU (1997)
 TU3035
 TU3035                         *CURRENT SURVEY CONTROL
 TU3035  ___________________________________________________________________
 TU3035* NAD 83(1993)-  20 54 26.94180(N)    156 29 15.49129(W)     ADJUSTED  
 TU3035* LOCAL TIDAL -        12.     (meters)      39.     (feet)  SCALED    
 TU3035  ___________________________________________________________________
 TU3035  EPOCH DATE  -        1993.62
 TU3035  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 TU3035  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU3035
 TU3035  HORZ ORDER  -  THIRD
 TU3035
 TU3035.The horizontal coordinates were established by classical geodetic methods
 TU3035.and adjusted by the National Geodetic Survey in December 1998..
 TU3035.No horizontal observational check was made to the station.
 TU3035.The horizontal coordinates are valid at the epoch date displayed above.
 TU3035.The epoch date for horizontal control is a decimal equivalence
 TU3035.of Year/Month/Day.
 TU3035
 TU3035.The orthometric height was scaled from a topographic map.
 TU3035
 TU3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3035
 TU3035.The geoid height was determined by GEOID03.
 TU3035
 TU3035;                    North         East     Units Scale Factor Converg.
 TU3035;SPC HI 2     -    63,573.695   518,624.689   MT  0.99997095   +0 03 50.0
 TU3035;UTM  04      - 2,313,954.231   761,330.362   MT  1.00044406   +0 53 49.5
 TU3035
 TU3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3035!SPC HI 2     -   0.99999562  x   0.99997095  =   0.99996657
 TU3035!UTM  04      -   0.99999562  x   1.00044406  =   1.00043968
 TU3035
 TU3035|---------------------------------------------------------------------|
 TU3035| PID    Reference Object                     Distance      Geod. Az  |
 TU3035|                                                           dddmmss.s |
 TU3035| CN5197 HEN RM 2                              3.193 METERS 00123     |
 TU3035| CN5196 HEN RM 1                              4.621 METERS 11704     |
 TU3035| TU3020 KAHULUI HARBOR FRONT RANGE LT       APPROX. 2.6 KM 1300913.9 |
 TU3035| TU3032 KAHULUI ELECTRIC LIGHT STACK        APPROX. 0.8 KM 1404115.2 |
 TU3035| TU3033 KAHULUI HARBOR FRONT RANGE BCN      APPROX. 0.7 KM 1550518.6 |
 TU3035| TU3036 KAHULUI HARBOR REAR RANGE BCN       APPROX. 0.8 KM 1811619.7 |
 TU3035| TU3046 CATHOLIC CHURCH                     APPROX. 1.9 KM 2110531.6 |
 TU3035| TU3051 WAILUKU KAAHUMANU CH SPIRE          APPROX. 3.0 KM 2173548.2 |
 TU3035| TU3048 WAILUKU CO MILL STACK               APPROX. 1.8 KM 2191648.8 |
 TU3035|---------------------------------------------------------------------|
 TU3035
 TU3035                          SUPERSEDED SURVEY CONTROL
 TU3035
 TU3035  NAD 83(1986)-  20 54 26.90161(N)    156 29 15.47681(W) AD(       ) 3
 TU3035  OLD HI      -  20 54 38.46000(N)    156 29 25.63700(W) AD(       ) 3
 TU3035
 TU3035.Superseded values are not recommended for survey control.
 TU3035.NGS no longer adjusts projects to the OLD HI datum.
 TU3035.See file dsdata.txt to determine how the superseded data were derived.
 TU3035
 TU3035_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6133013954(NAD 83)
 TU3035_MARKER: Z = SEE DESCRIPTION
 TU3035_SETTING: 0 = UNSPECIFIED SETTING
 TU3035
 TU3035  HISTORY     - Date     Condition        Report By
 TU3035  HISTORY     - 1912     MONUMENTED       CGS
 TU3035  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3035  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3035  HISTORY     - 19970615 MARK NOT FOUND   USPSQD
 TU3035  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU3035
 TU3035                          STATION DESCRIPTION
 TU3035
 TU3035'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3035'ON NORTHWEST COAST OF MAUI, IN WAILUKU DISTRICT, ON TOP OF A
 TU3035'SMALL HILLOCK ON NORTH SIDE OF IAO CREEK, ABOUT 270 METERS BACK
 TU3035'FROM BEACH, AND 65 METERS EAST FROM AN UNIMPROVED WAGON ROAD OR
 TU3035'TRAIL.  MARKED BY A 5-INCH DRAINTILE PIPE SET FLANGE END DOWN IN
 TU3035'A BLOCK OF CONCRETE, AND PROJECTING 5 INCHES FROM GROUND.  THE
 TU3035'PIPE IS FILLED WITH CONCRETE AND CENTERED WITH STANDARD BRONZE
 TU3035'DISK.  REFERENCE MARK IS STANDARD BRONZE DISK SECURELY FASTENED
 TU3035'TO A LARGE BOULDER ON EAST SIDE OF HILL.  IT IS 4.585 METERS
 TU3035'(15.04 FEET) FROM STATION IN AZIMUTH 296 DEG 57 MIN.
 TU3035
 TU3035                          STATION RECOVERY (1960)
 TU3035
 TU3035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3035'THE STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 TU3035'CONDITION.  THE STATION IS LOCATED ON A KIAWE COVERED KNOLL IN
 TU3035'THE PAUKUKALO SECTION, ON THE NORTH SIDE OF IAO STREAM, AND 0.45
 TU3035'MILE NORTH OF THE JUNCTION OF MAIN ST. AND WAIEHU BEACH ROAD
 TU3035'(HIGHWAY 341).
 TU3035'
 TU3035'TO REACH FROM THE JUNCTION MENTIONED, GO NORTH TOWARD WIAEHU
 TU3035'BEACH FOR 0.6 MILE TO A ROAD ON THE RIGHT (LEFT ROAD LEADS TO
 TU3035'NATIONAL GUARD BUILDINGS).  TURN RIGHT AND GO 0.1 MILE TO A DIRT
 TU3035'ROAD LEFT.  TURN LEFT FOR 0.1 MILE TO END OF TRUCK TRAVEL.  THEN
 TU3035'PACK SOUTH (RIGHT) UP SLOPE TO HIGHEST POINT OF KIAWE COVERED
 TU3035'RIDGE AND STATION.
 TU3035
 TU3035                          STATION RECOVERY (1968)
 TU3035
 TU3035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3035'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 TU3035'CONDITION.  A NEW REFERENCE MARK, NUMBER TWO, WAS ESTABLISHED.  A
 TU3035'COMPLETE DESCRIPTION FOLLOWS--
 TU3035'
 TU3035'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF THE CENTER OF
 TU3035'WAILUKU, 1700 FEET WEST-SOUTHWEST OF NEHE POINT, 200 FEET NORTH
 TU3035'OF IAO STREAM, 400 FEET NORTHEAST OF THE HIGHWAY BRIDGE OVER IAO
 TU3035'STREAM, AND 200 FEET SOUTH OF A GRAVEL ROAD, ON A SAND HILL
 TU3035'HEAVILY COVERED WITH KIAWE TREES AND KOA BRUSH, WHICH HAS A FENCE
 TU3035'LINE RUNNING NORTH-SOUTH OVER THE TOP.
 TU3035'
 TU3035'TO REACH STATION FROM THE INTERSECTION OF MAIN AND MARKET
 TU3035'STREETS IN WAILUKU, GO NORTH ON MARKET ST. FOR 0.5 MILE TO A
 TU3035'CROSSROAD IN HAPPY VALLEY.  CONTINUE AHEAD, ON KAHEKILI HIGHWAY,
 TU3035'FOR 1.8 MILES.  TURN RIGHT ON WAIEHU RD. AND GO 0.9 MILE SOUTHEAST
 TU3035'TO CROSSROAD WHERE KUHIO PL. GOES RIGHT.  TURN LEFT AND GO 0.1
 TU3035'MILE.  TAKE SIDE ROAD LEFT AND GO 0.05 MILE TO END OF TRUCK
 TU3035'TRAVEL AT T-FENCE ON RIGHT.  PACK UPHILL ALONG FENCE ABOUT 200
 TU3035'FEET TO TOP AND STATION.
 TU3035'
 TU3035'STATION MARK IS A STANDARD DISK STAMPED HEN 1912, SET IN THE
 TU3035'TOP OF AN 8-INCH-DIAMETER, CONCRETE-FILLED, CONCRETE PIPE
 TU3035'PROJECTING 1 FOOT FROM GROUND.  IT IS 7.5 FEET EAST OF FENCE-POST
 TU3035'WHERE THE FENCE LINE MAKES A SLIGHT BEND AND GOES DOWNHILL TO
 TU3035'SOUTH.
 TU3035'
 TU3035'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HEN NO 1
 TU3035'1912, CEMENTED IN A DRILL HOLE IN A 3-FOOT, BLACK BOULDER
 TU3035'PROJECTING 14 INCHES FROM GROUND.  IT IS ON THE SOUTHEAST SLOPE
 TU3035'OF THE HILLTOP AND IS 20 INCHES LOWER THAN STATION MARK.
 TU3035'
 TU3035'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HEN 1912
 TU3035'NO 2 1968, SET INTO THE TOP OF A 2-INCH, IRON PIPE PROJECTING 2
 TU3035'INCHES FROM GROUND.  10 FEET EAST OF FENCE AND 1 FOOT LOWER THAN
 TU3035'STATION MARK.
 TU3035
 TU3035                          STATION RECOVERY (1997)
 TU3035
 TU3035'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU3035'MARK NOT FOUND.
 TU3035
 TU3035                          STATION RECOVERY (1999)
 TU3035
 TU3035'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1448 ***********************************************************************
 TU1448  DESIGNATION -  HENRY
 TU1448  PID         -  TU1448
 TU1448  STATE/COUNTY-  HI/HONOLULU
 TU1448  USGS QUAD   -  HONOLULU (1983)
 TU1448
 TU1448                         *CURRENT SURVEY CONTROL
 TU1448  ___________________________________________________________________
 TU1448* NAD 83(1993)-  21 21 14.83766(N)    157 53 49.32248(W)     ADJUSTED  
 TU1448* LOCAL TIDAL -        49.     (meters)     161.     (feet)  SCALED    
 TU1448  ___________________________________________________________________
 TU1448  EPOCH DATE  -        1993.62
 TU1448  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 TU1448  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU1448
 TU1448  HORZ ORDER  -  THIRD
 TU1448
 TU1448.The horizontal coordinates were established by classical geodetic methods
 TU1448.and adjusted by the National Geodetic Survey in December 1998..
 TU1448.The horizontal coordinates are valid at the epoch date displayed above.
 TU1448.The epoch date for horizontal control is a decimal equivalence
 TU1448.of Year/Month/Day.
 TU1448
 TU1448.The orthometric height was scaled from a topographic map.
 TU1448
 TU1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1448
 TU1448.The geoid height was determined by GEOID03.
 TU1448
 TU1448;                    North         East     Units Scale Factor Converg.
 TU1448;SPC HI 3     -    20,758.374   510,679.857   MT  0.99999141   +0 02 15.0
 TU1448;UTM  04      - 2,361,740.918   614,362.618   MT  0.99976162   +0 24 06.0
 TU1448
 TU1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1448!SPC HI 3     -   0.99998982  x   0.99999141  =   0.99998123
 TU1448!UTM  04      -   0.99998982  x   0.99976162  =   0.99975144
 TU1448
 TU1448:                Primary Azimuth Mark                     Grid Az
 TU1448:SPC HI 3     -  SALT LAKE RESET                          311 31 17.3
 TU1448:UTM  04      -  SALT LAKE RESET                          311 09 26.3
 TU1448
 TU1448|---------------------------------------------------------------------|
 TU1448| PID    Reference Object                     Distance      Geod. Az  |
 TU1448|                                                           dddmmss.s |
 TU1448| TU1392 SALT LAKE RESET                     APPROX. 1.5 KM 3113332.3 |
 TU1448|---------------------------------------------------------------------|
 TU1448
 TU1448                          SUPERSEDED SURVEY CONTROL
 TU1448
 TU1448  NAD 83(1986)-  21 21 14.78723(N)    157 53 49.33197(W) AD(       ) 3
 TU1448  OLD HI      -  21 21 26.18438(N)    157 53 59.21252(W) AD(       ) 3
 TU1448
 TU1448.Superseded values are not recommended for survey control.
 TU1448.NGS no longer adjusts projects to the OLD HI datum.
 TU1448.See file dsdata.txt to determine how the superseded data were derived.
 TU1448
 TU1448_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1436361741(NAD 83)
 TU1448
 TU1448  HISTORY     - Date     Condition        Report By
 TU1448  HISTORY     - 1971     MONUMENTED       HIDT
 TU1448
 TU1448                          STATION DESCRIPTION
 TU1448
 TU1448'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971
 TU1448'STATION IS LOCATED ON THE NORTHEASTERLY SIDE OF THE HENRY DAMON
 TU1448'RESIDENCE ON THE WESTERLY SIDE OF MOANALUA ROAD.
 TU1448'
 TU1448'TO REACH STATION FROM THE U.S. ARMY, FORT SHAFTER SIMON BOLIVAR
 TU1448'BUCKNER GATE, HEAD 0.35 MILE NORTHWEST ALONG KAUA STREET TO THE
 TU1448'INTERSECTION AT MOANALUA ROAD, CONTINUE 0.75 MILE NORTHWEST
 TU1448'ALONG MOANALUA ROAD TO A BREAK IN THE MEDIAL STRIP, TURN LEFT IN
 TU1448'A WESTERLY DIRECTION AND HEAD 0.15 MILE ALONG DRIVEWAY TO OLD
 TU1448'GATE TO DAMON ESTATE, PASS THROUGH GATE AND PROCEED 0.25 MILE
 TU1448'ALONG DRIVEWAY PASSING THE NEW GATE TO THE HENRY DAMON
 TU1448'RESIDENCE DRIVEWAY, TURN LEFT AND HEAD ABOUT 300 FT. IN A
 TU1448'NORTHERLY DIRECTION TO THE END OF THE DRIVEWAY AND WALK
 TU1448'ABOUT 500 FT. IN A NORTHERLY DIRECTION TO STATION.
 TU1448'
 TU1448'STATION MARK IS A 3/4 IN PIPE SET IN CONCRETE AND LEVEL WITH
 TU1448'THE GROUND TIES TO STATION ARE--NE 16.1 FT. FROM A COCONUT TREE,
 TU1448'S 23.4 FT. FROM THE EDGE OF CUT, WSW 14.1 FT. FROM A COCONUT
 TU1448'TREE AND NORTHERLY 27.4 FT. FROM A KIAWE (ALGAROBA) TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2186 ***********************************************************************
 TU2186  DESIGNATION -  HI 1968
 TU2186  PID         -  TU2186
 TU2186  STATE/COUNTY-  HI/HAWAII
 TU2186  USGS QUAD   -  HILO (1995)
 TU2186
 TU2186                         *CURRENT SURVEY CONTROL
 TU2186  ___________________________________________________________________
 TU2186* NAD 83(1993)-  19 44 09.25123(N)    155 00 14.06479(W)     ADJUSTED  
 TU2186* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU2186  ___________________________________________________________________
 TU2186  EPOCH DATE  -        1993.62
 TU2186  LAPLACE CORR-         -18.31  (seconds)                    DEFLEC99
 TU2186  GEOID HEIGHT-          16.26  (meters)                     GEOID03
 TU2186
 TU2186  HORZ ORDER  -  THIRD
 TU2186
 TU2186.The horizontal coordinates were established by classical geodetic methods
 TU2186.and adjusted by the National Geodetic Survey in December 1998..
 TU2186.No horizontal observational check was made to the station.
 TU2186.The horizontal coordinates are valid at the epoch date displayed above.
 TU2186.The epoch date for horizontal control is a decimal equivalence
 TU2186.of Year/Month/Day.
 TU2186
 TU2186.The orthometric height was scaled from a topographic map.
 TU2186
 TU2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2186
 TU2186.The geoid height was determined by GEOID03.
 TU2186
 TU2186;                    North         East     Units Scale Factor Converg.
 TU2186;SPC HI 1     -    99,983.114   551,999.501   MT  1.00000007   +0 10 03.1
 TU2186;UTM  05      - 2,183,497.231   290,000.217   MT  1.00014511   -0 40 37.0
 TU2186
 TU2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2186!SPC HI 1     -   0.99999713  x   1.00000007  =   0.99999720
 TU2186!UTM  05      -   0.99999713  x   1.00014511  =   1.00014224
 TU2186
 TU2186                          SUPERSEDED SURVEY CONTROL
 TU2186
 TU2186  NAD 83(1986)-  19 44 09.21567(N)    155 00 14.08384(W) AD(       ) 3
 TU2186  OLD HI      -  19 44 20.15566(N)    155 00 24.04772(W) AD(       ) 3
 TU2186
 TU2186.Superseded values are not recommended for survey control.
 TU2186.NGS no longer adjusts projects to the OLD HI datum.
 TU2186.See file dsdata.txt to determine how the superseded data were derived.
 TU2186
 TU2186_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9000083497(NAD 83)
 TU2186
 TU2186  HISTORY     - Date     Condition        Report By
 TU2186  HISTORY     - 1968     MONUMENTED       CGS
 TU2186
 TU2186                          STATION DESCRIPTION
 TU2186
 TU2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2186'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF HILO, ON LELEIWI
 TU2186'POINT, ABOUT 400 FEET NORTHEAST OF AN OLD HOUSE AT END OF A
 TU2186'TRACK ROAD, AND 200 FEET SOUTH-SOUTHEAST FROM SEA BLUFF, ON
 TU2186'A BRUSHY, FLAT KNOLL.
 TU2186'
 TU2186'TO REACH STATION FROM THE HIGHWAY JUNCTION AT ENTRANCE TO
 TU2186'THE HILO PORT, GO LEFT, EAST, ON KALANIANAOLE ST. FOR 3.0
 TU2186'MILES TO END OF PAVED STREET.  CONTINUE AHEAD ON GRAVEL ROAD
 TU2186'FOR 0.2 MILE TO FORK.  TAKE RIGHT FORK AND GO 75 YARDS TO A SIDE
 TU2186'ROAD RIGHT LEADING TO A MICRO-WAVE TOWER.  CONTINUE AHEAD AND
 TU2186'FOLLOW GRAVEL ROAD 0.3 MILE TO TRACK SIDE ROAD LEFT.  TURN LEFT
 TU2186'AND GO 0.15 MILE TO END OF ROAD AT OLD HOUSE.  PACK NORTHEAST
 TU2186'DOWN TRAIL TOWARD SEA, THEN BEAR LEFT ON OPEN LAVA STRIP AND
 TU2186'FOLLOW UP ONTO BRUSHY RISE, MARKED BY BLAZE MARKS ON HALA
 TU2186'TREES, A TOTAL DISTANCE OF ABOUT 100 YARDS.
 TU2186'
 TU2186'STATION IS MARKED BY A RAILROAD SPIKE, STAMPED HI, CEMENTED IN
 TU2186'A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1418 ***********************************************************************
 TU1418  DESIGNATION -  HICKAM AFB BEACON
 TU1418  PID         -  TU1418
 TU1418  STATE/COUNTY-  HI/HONOLULU
 TU1418  USGS QUAD   -  PEARL HARBOR (1983)
 TU1418
 TU1418                         *CURRENT SURVEY CONTROL
 TU1418  ___________________________________________________________________
 TU1418* NAD 83(1993)-  21 20 11.48732(N)    157 57 19.47355(W)     ADJUSTED  
 TU1418* LOCAL TIDAL -                                                        
 TU1418  ___________________________________________________________________
 TU1418  EPOCH DATE  -        1993.62
 TU1418  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 TU1418  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1418
 TU1418  HORZ ORDER  -  THIRD
 TU1418
 TU1418.The horizontal coordinates were established by classical geodetic methods
 TU1418.and adjusted by the National Geodetic Survey in December 1998..
 TU1418.The horizontal coordinates are valid at the epoch date displayed above.
 TU1418.The epoch date for horizontal control is a decimal equivalence
 TU1418.of Year/Month/Day.
 TU1418
 TU1418
 TU1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1418
 TU1418.The geoid height was determined by GEOID03.
 TU1418
 TU1418;                    North         East     Units Scale Factor Converg.
 TU1418;SPC HI 3     -    18,807.152   504,625.594   MT  0.99999026   +0 00 58.4
 TU1418;UTM  04      - 2,359,751.742   608,322.309   MT  0.99974499   +0 22 48.4
 TU1418
 TU1418                          SUPERSEDED SURVEY CONTROL
 TU1418
 TU1418  NAD 83(1986)-  21 20 11.43675(N)    157 57 19.48328(W) AD(       ) 4
 TU1418  OLD HI      -  21 20 22.80500(N)    157 57 29.35800(W) AD(       ) 3
 TU1418
 TU1418.Superseded values are not recommended for survey control.
 TU1418.NGS no longer adjusts projects to the OLD HI datum.
 TU1418.See file dsdata.txt to determine how the superseded data were derived.
 TU1418
 TU1418_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0832259752(NAD 83)
 TU1418
 TU1418  HISTORY     - Date     Condition        Report By
 TU1418  HISTORY     - UNK      MONUMENTED
 TU1418  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1418  HISTORY     - 19951019 MARK NOT FOUND   USPSQD
 TU1418
 TU1418                          STATION DESCRIPTION
 TU1418
 TU1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1418'STATION HAS BEEN DESTROYED.  IT WAS AN AIRPORT BEACON THAT WAS
 TU1418'LOCATED AT THE NORTHWEST SIDE OF THE BASE OPERATIONS BUILDING
 TU1418'ON HICKAM AIR FORCE BASE.  ACCORDING TO INFORMATION OBTAINED
 TU1418'AT THE OPERATIONS BUILDING THE BEACON WAS REMOVED BY THE NAVY
 TU1418'IN LATE 1963.
 TU1418
 TU1418                          STATION RECOVERY (1995)
 TU1418
 TU1418'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1411 ***********************************************************************
 TU1411  DESIGNATION -  HICKAM AFB CONTROL TOWER
 TU1411  PID         -  TU1411
 TU1411  STATE/COUNTY-  HI/HONOLULU
 TU1411  USGS QUAD   -  PEARL HARBOR (1983)
 TU1411
 TU1411                         *CURRENT SURVEY CONTROL
 TU1411  ___________________________________________________________________
 TU1411* NAD 83(1993)-  21 19 58.73559(N)    157 56 46.90548(W)     ADJUSTED  
 TU1411* LOCAL TIDAL -                                                        
 TU1411  ___________________________________________________________________
 TU1411  EPOCH DATE  -        1993.62
 TU1411  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 TU1411  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1411
 TU1411  HORZ ORDER  -  THIRD
 TU1411
 TU1411.The horizontal coordinates were established by classical geodetic methods
 TU1411.and adjusted by the National Geodetic Survey in December 1998..
 TU1411.The horizontal coordinates are valid at the epoch date displayed above.
 TU1411.The epoch date for horizontal control is a decimal equivalence
 TU1411.of Year/Month/Day.
 TU1411
 TU1411
 TU1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1411
 TU1411.The geoid height was determined by GEOID03.
 TU1411
 TU1411;                    North         East     Units Scale Factor Converg.
 TU1411;SPC HI 3     -    18,415.257   505,564.181   MT  0.99999038   +0 01 10.2
 TU1411;UTM  04      - 2,359,365.909   609,263.137   MT  0.99974752   +0 23 00.0
 TU1411
 TU1411                          SUPERSEDED SURVEY CONTROL
 TU1411
 TU1411  NAD 83(1986)-  21 19 58.68510(N)    157 56 46.91490(W) AD(       ) 4
 TU1411  OLD HI      -  21 20 10.07709(N)    157 56 56.79686(W) AD(       ) 3
 TU1411
 TU1411.Superseded values are not recommended for survey control.
 TU1411.NGS no longer adjusts projects to the OLD HI datum.
 TU1411.See file dsdata.txt to determine how the superseded data were derived.
 TU1411
 TU1411_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0926359366(NAD 83)
 TU1411
 TU1411  HISTORY     - Date     Condition        Report By
 TU1411  HISTORY     - UNK      MONUMENTED
 TU1411  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1411  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1411  HISTORY     - 19951019 GOOD             USPSQD
 TU1411  HISTORY     - 20021125 GOOD             GEOCAC
 TU1411
 TU1411                          STATION DESCRIPTION
 TU1411
 TU1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1411'STATION WAS IDENTIFIED BY ANGLE FROM EWA CHURCH AND RECOVERED.  IT
 TU1411'IS LOCATED AT THE CENTER OF HICKAM AIR FORCE BASE, 0.65 MILE
 TU1411'EAST-SOUTHEAST FROM THE BASE OPERATIONS BUILDING, ALONG THE
 TU1411'NORTH SIDE OF WIDE TAXI-WAY AND ABOUT 125 YARDS SOUTHWEST FROM
 TU1411'BUILDING NO. 4, WHICH IS THE SOUTHERNMOST BUILDING IN A
 TU1411'NORTH-SOUTH ROW OF 7 VERY LARGE, PROMINENT, HANGAR-TYPE
 TU1411'STRUCTURES.
 TU1411'
 TU1411'STATION IS AN OCTAGONAL, GLASS-ENCLOSED ROOM MOUNTED ATOP 4
 TU1411'SQUARE, CONCRETE LEGS.  ROOF OF CONTROL TOWER IS ABOUT 80 FEET
 TU1411'ABOVE GROUND.  A PAIR OF RED OBSTRUCTION LIGHTS ARE MOUNTED ON A
 TU1411'SINGLE METAL POLE ABOUT 10 FEET ABOVE TOP OF ROOF.  POINT
 TU1411'INTERSECTED WAS CENTER OF CONTROL TOWER.
 TU1411
 TU1411                          STATION RECOVERY (1969)
 TU1411
 TU1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1411'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1411
 TU1411                          STATION RECOVERY (1995)
 TU1411
 TU1411'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1411'RECOVERED IN GOOD CONDITION.
 TU1411
 TU1411                          STATION RECOVERY (2002)
 TU1411
 TU1411'RECOVERY NOTE BY GEOCACHING 2002 (JRB)
 TU1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1426 ***********************************************************************
 TU1426  DESIGNATION -  HICKAM AFB WATER TOWER
 TU1426  PID         -  TU1426
 TU1426  STATE/COUNTY-  HI/HONOLULU
 TU1426  USGS QUAD   -  PEARL HARBOR (1983)
 TU1426
 TU1426                         *CURRENT SURVEY CONTROL
 TU1426  ___________________________________________________________________
 TU1426* NAD 83(1993)-  21 20 34.29028(N)    157 57 43.83167(W)     ADJUSTED  
 TU1426* LOCAL TIDAL -                                                        
 TU1426  ___________________________________________________________________
 TU1426  EPOCH DATE  -        1993.62
 TU1426  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 TU1426  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1426
 TU1426  HORZ ORDER  -  THIRD
 TU1426
 TU1426.The horizontal coordinates were established by classical geodetic methods
 TU1426.and adjusted by the National Geodetic Survey in December 1998..
 TU1426.The horizontal coordinates are valid at the epoch date displayed above.
 TU1426.The epoch date for horizontal control is a decimal equivalence
 TU1426.of Year/Month/Day.
 TU1426
 TU1426
 TU1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1426
 TU1426.The geoid height was determined by GEOID03.
 TU1426
 TU1426;                    North         East     Units Scale Factor Converg.
 TU1426;SPC HI 3     -    19,508.289   503,923.542   MT  0.99999019   +0 00 49.6
 TU1426;UTM  04      - 2,360,448.234   607,615.992   MT  0.99974311   +0 22 39.9
 TU1426
 TU1426                          SUPERSEDED SURVEY CONTROL
 TU1426
 TU1426  NAD 83(1986)-  21 20 34.23924(N)    157 57 43.84159(W) AD(       ) 4
 TU1426  OLD HI      -  21 20 45.63055(N)    157 57 53.72229(W) AD(       ) 3
 TU1426
 TU1426.Superseded values are not recommended for survey control.
 TU1426.NGS no longer adjusts projects to the OLD HI datum.
 TU1426.See file dsdata.txt to determine how the superseded data were derived.
 TU1426
 TU1426_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0761660448(NAD 83)
 TU1426
 TU1426  HISTORY     - Date     Condition        Report By
 TU1426  HISTORY     - UNK      MONUMENTED
 TU1426  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1426  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1426  HISTORY     - 20021125 GOOD             GEOCAC
 TU1426
 TU1426                          STATION DESCRIPTION
 TU1426
 TU1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1426'STATION WAS IDENTIFIED BY ANGLE FROM EWA CHURCH.
 TU1426'
 TU1426'LOCATED AT THE EXTREME NORTHWEST CORNER OF HICKAM AIR FORCE BASE,
 TU1426'AT THE SOUTHEAST SIDE OF THE HICKAM ELEMENTARY SCHOOL, IN THE
 TU1426'CENTER OF A CIRCULAR DRIVEWAY.  SHOWN ON USGS MAP AS HICKAM SCHOOL
 TU1426'TOWER.
 TU1426'
 TU1426'STATION IS OCTAGONAL, CONCRETE STRUCTURE, TAPERING SLIGHTLY, WITH
 TU1426'A LARGE EXTERNAL CONCRETE RIB RUNNING UP EACH ANGLE OR
 TU1426'CORNER.  THERE ARE SEVERAL WINDOWS SCATTERED AROUND SIDES OF THE
 TU1426'TOWER.  THE TOWER IS TOPPED BY 2 OCTAGONAL, STEPPED-DOWN SECTIONS,
 TU1426'THE TOP ONE BEING A GLASSED-IN OBSERVATION CUPOLA, WITH A RED
 TU1426'OBSTRUCTION LIGHT ON CENTER OF ITS TOP.  THERE IS A DOUBLE DOOR
 TU1426'ON SOUTHEAST SIDE OF TOWER.  INSIDE OF TOWER THERE IS A PLATE
 TU1426'STEEL STANDPIPE FOR WATER STORAGE.  THE TOWER IS BUILDING
 TU1426'NO. 1013-5A AND IS ABOUT 45 FEET IN DIAMETER AT THE BASE, AND
 TU1426'165 FEET HIGH.
 TU1426
 TU1426                          STATION RECOVERY (1969)
 TU1426
 TU1426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1426'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1426
 TU1426                          STATION RECOVERY (2002)
 TU1426
 TU1426'RECOVERY NOTE BY GEOCACHING 2002 (JRB)
 TU1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1798 ***********************************************************************
 TU1798  DESIGNATION -  HID
 TU1798  PID         -  TU1798
 TU1798  STATE/COUNTY-  HI/KAUAI
 TU1798  USGS QUAD   -  HANAPEPE (1996)
 TU1798
 TU1798                         *CURRENT SURVEY CONTROL
 TU1798  ___________________________________________________________________
 TU1798* NAD 83(1993)-  21 53 14.66498(N)    159 32 31.35219(W)     ADJUSTED  
 TU1798* LOCAL TIDAL -                                                        
 TU1798  ___________________________________________________________________
 TU1798  EPOCH DATE  -        1993.62
 TU1798  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 TU1798  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1798
 TU1798  HORZ ORDER  -  THIRD
 TU1798
 TU1798.The horizontal coordinates were established by classical geodetic methods
 TU1798.and adjusted by the National Geodetic Survey in December 1998..
 TU1798.The horizontal coordinates are valid at the epoch date displayed above.
 TU1798.The epoch date for horizontal control is a decimal equivalence
 TU1798.of Year/Month/Day.
 TU1798
 TU1798
 TU1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1798
 TU1798.The geoid height was determined by GEOID03.
 TU1798
 TU1798;                    North         East     Units Scale Factor Converg.
 TU1798;SPC HI 4     -     5,988.018   495,655.249   MT  0.99999023   -0 00 56.4
 TU1798;UTM  04      - 2,420,463.310   444,005.273   MT  0.99963874   -0 12 07.5
 TU1798
 TU1798                          SUPERSEDED SURVEY CONTROL
 TU1798
 TU1798  NAD 83(1986)-  21 53 14.64255(N)    159 32 31.36822(W) AD(       ) 4
 TU1798  OLD HI      -  21 53 25.92000(N)    159 32 41.44000(W) AD(       ) 3
 TU1798
 TU1798.Superseded values are not recommended for survey control.
 TU1798.NGS no longer adjusts projects to the OLD HI datum.
 TU1798.See file dsdata.txt to determine how the superseded data were derived.
 TU1798
 TU1798_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4400520463(NAD 83)
 TU1798
 TU1798  HISTORY     - Date     Condition        Report By
 TU1798  HISTORY     - 1910     MONUMENTED       CGS
 TU1798  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1798  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1798
 TU1798                          STATION DESCRIPTION
 TU1798
 TU1798'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1798'ON SOUTH COAST OF KAUAI, ON A LOW POINT 3/4 MILE WEST OF NOMILO.
 TU1798
 TU1798                          STATION RECOVERY (1965)
 TU1798
 TU1798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1798'STATION IS GONE.
 TU1798
 TU1798                          STATION RECOVERY (2005)
 TU1798
 TU1798'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0746 ***********************************************************************
 TU0746  DESIGNATION -  HIGH
 TU0746  PID         -  TU0746
 TU0746  STATE/COUNTY-  HI/KAUAI
 TU0746  USGS QUAD   -  KEKAHA (1983)
 TU0746
 TU0746                         *CURRENT SURVEY CONTROL
 TU0746  ___________________________________________________________________
 TU0746* NAD 83(1993)-  22 03 07.07965(N)    159 47 02.15558(W)     ADJUSTED  
 TU0746* LOCAL TIDAL -         5.900  (meters)      19.36   (feet)  ADJ UNCH  
 TU0746  ___________________________________________________________________
 TU0746  EPOCH DATE  -        1993.62
 TU0746  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 TU0746  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0746
 TU0746  HORZ ORDER  -  SECOND
 TU0746  VERT ORDER  -  SECOND    CLASS 0
 TU0746
 TU0746.The horizontal coordinates were established by classical geodetic methods
 TU0746.and adjusted by the National Geodetic Survey in December 1998..
 TU0746.The horizontal coordinates are valid at the epoch date displayed above.
 TU0746.The epoch date for horizontal control is a decimal equivalence
 TU0746.of Year/Month/Day.
 TU0746
 TU0746.The orthometric height was key entered from printed documents
 TU0746.and not key verified.
 TU0746
 TU0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0746
 TU0746.The geoid height was determined by GEOID03.
 TU0746
 TU0746;                    North         East     Units Scale Factor Converg.
 TU0746;SPC HI 4     -    24,236.172   470,691.461   MT  1.00000061   -0 06 23.8
 TU0746;UTM  04      - 2,438,786.720   419,109.556   MT  0.99968085   -0 17 39.6
 TU0746
 TU0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0746!SPC HI 4     -   0.99999654  x   1.00000061  =   0.99999715
 TU0746!UTM  04      -   0.99999654  x   0.99968085  =   0.99967739
 TU0746
 TU0746|---------------------------------------------------------------------|
 TU0746| PID    Reference Object                     Distance      Geod. Az  |
 TU0746|                                                           dddmmss.s |
 TU0746| TU0744 HIGH RM 1                            25.005 METERS 09000     |
 TU0746| TU0748 JUPITER                             366.435 METERS 10932     |
 TU0746| TU0745 HIGH RM 2                             8.433 METERS 35302     |
 TU0746|---------------------------------------------------------------------|
 TU0746
 TU0746                          SUPERSEDED SURVEY CONTROL
 TU0746
 TU0746  NAD 83(1986)-  22 03 07.04472(N)    159 47 02.18163(W) AD(       ) 2
 TU0746  OLD HI      -  22 03 18.32540(N)    159 47 12.22880(W) AD(       ) 2
 TU0746
 TU0746.Superseded values are not recommended for survey control.
 TU0746.NGS no longer adjusts projects to the OLD HI datum.
 TU0746.See file dsdata.txt to determine how the superseded data were derived.
 TU0746
 TU0746_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1911038787(NAD 83)
 TU0746_MARKER: DS = TRIANGULATION STATION DISK
 TU0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU0746_STAMPING: HIGH 1965
 TU0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0746
 TU0746  HISTORY     - Date     Condition        Report By
 TU0746  HISTORY     - 1965     MONUMENTED       CGS
 TU0746  HISTORY     - 1965     GOOD             CGS
 TU0746  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU0746  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0746  HISTORY     - 1983     GOOD             USPSQD
 TU0746
 TU0746                          STATION DESCRIPTION
 TU0746
 TU0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU0746'THE STATION IS 11 MILES NORTHWEST OF KEKAHA, 150 YARDS SOUTH OF AN
 TU0746'IRRIGATION CANAL, 200 FEET EAST OF THE PACIFIC OCEAN, AT THE
 TU0746'NORTHWEST CORNER OF THE BONHAM AUXILIARY LANDING FIELD.
 TU0746'
 TU0746'TO REACH THE STATION FROM THE MAIN GATE AT BONHAM AUXILIARY
 TU0746'LANDING FIELD, GO NORTH ON AN OILED ROAD FOR 0.6 MILE TO A SIDE
 TU0746'ROAD LEFT AND A METAL GATE.  TURN LEFT PASSING THROUGH THE
 TU0746'GATE AND GO WEST ON AN OILED ROAD FOR 0.25 MILE TO A FORK.  KEEP
 TU0746'THE RIGHT FORK AND GO NORTHERLY ON A BLADED ROAD FOR 0.5 MILE TO
 TU0746'A POINT WHERE THE ROAD TURNS SOUTH AND THE STATION AS DESCRIBED.
 TU0746'
 TU0746'THE STATION MARK, A STANDARD DISK STAMPED HIGH 1965, SET IN THE
 TU0746'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE
 TU0746'THE SURFACE OF THE GROUND.  IT IS 200 FEET EAST OF THE PACIFIC
 TU0746'OCEAN, 133 FEET WEST OF THE CENTER OF A TRACK ROAD AND 52 FEET
 TU0746'EAST OF THE EDGE OF A SANDY BLUFF.
 TU0746'
 TU0746'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HIGH NO 1 1965, IS
 TU0746'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 4
 TU0746'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 134 FEET EAST OF THE
 TU0746'EDGE OF THE SANDY BLUFF AND 51 FEET WEST OF THE CENTER OF THE
 TU0746'TRACK ROAD.
 TU0746'
 TU0746'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HIGH NO 2 1965, IS
 TU0746'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2
 TU0746'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 137 FEET WEST OF THE
 TU0746'CENTER OF THE TRACK ROAD AND 55.5 FEET EAST OF THE EDGE OF THE
 TU0746'SANDY BLUFF.
 TU0746'
 TU0746'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU0746
 TU0746                          STATION RECOVERY (1965)
 TU0746
 TU0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 TU0746'IN BONHAM AUXILIARY LANDING F.
 TU0746'0.6 MILE NORTH ALONG AN OILED ROAD FROM THE MAIN GATE AT BONHAM
 TU0746'AUXILIARY LANDING FIELD, THENCE 0.25 MILE WEST AONG AN OILED ROAD,
 TU0746'THENCE 0.5 MILE NORTHERLY ALONG BLADED DIRT ROAD, 200 FEET EAST OF THE
 TU0746'PACIFIC OCEAN, 133 FEET WEST OF THE CENTER OF A TRACK ROAD, AND 52
 TU0746'FEET EAST OF THE EDGE OF A SANDY BLUFF.
 TU0746
 TU0746                          STATION RECOVERY (1966)
 TU0746
 TU0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU0746'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0746'COMPLETE DESCRIPTION FOLLOWS--
 TU0746'
 TU0746'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF KEKAHA AND
 TU0746'1-1/2 MILES NORTH OF THE CONTROL TOWER AT BONHAM AUXILIARY LANDING
 TU0746'FIELD, ALONG SEA SHORE, ABOUT 100 YARDS NORTH OF AN OLD CONCRETE
 TU0746'BUNKER AND 50 YARDS SOUTH-SOUTHWEST OF A LARGE, BRUSH-COVERED SAND
 TU0746'DUNE.
 TU0746'
 TU0746'TO REACH STATION FROM THE ENTRANCE TO BONHAM AUXILIARY LANDING
 TU0746'FIELD, GO NORTH FOR 1.1 MILES TO TRACK SIDE ROAD LEFT.  TURN LEFT
 TU0746'AND GO WEST ON TRACK ROAD FOR 0.5 MILE TO SEA AND STATION.
 TU0746'
 TU0746'STATION MARK IS A STANDARD DISK STAMPED HIGH 1965, SET IN THE TOP
 TU0746'OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT
 TU0746'IS SET IN AN OPEN GRASSY AREA, 55 FEET EAST OF EDGE OF SHORELINE
 TU0746'BANK, 86 FEET WEST-SOUTHWEST OF A WOODEN ANTENNA POLE AND 150 FEET
 TU0746'EAST OF WATER LINE.
 TU0746'
 TU0746'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HIGH NO 1
 TU0746'1965, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU0746'PROJECTS 2 INCHES.  IT IS 25.5 FEET SOUTH OF THE ANTENNA POLE AND 2
 TU0746'FEET LOWER THAN STATION MARK.
 TU0746'
 TU0746'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HIGH NO 2
 TU0746'1965, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU0746'PROJECTS 1 INCH.  IT IS 85 FEET WEST OF THE ANTENNA POLE, 53 FEET
 TU0746'EAST OF EDGE OF SHORELINE BANK AND AT SAME ELEVATION AS STATION
 TU0746'MARK.
 TU0746
 TU0746                          STATION RECOVERY (1968)
 TU0746
 TU0746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0746'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 TU0746'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A SLIGHT DIFFERENCE
 TU0746'IN DISTANCE TO REFERENCE MARK 2 WAS NOTED.  THE ROUTE TO THE
 TU0746'STATION HAS CHANGED DUE TO ROAD CHANGES.  A NEW AND COMPLETE
 TU0746'DESCRIPTION FOLLOWS--
 TU0746'
 TU0746'THE STATION IS LOCATED NEAR THE BEACH ON THE BARKING SANDS
 TU0746'PACIFIC MISSILE RANGE FACILITY, ABOUT 1.4 MILES NORTH OF THE CONTROL
 TU0746'TOWER AND 1/2 MILE NORTHWEST OF THE NORTH END OF THE RUNWAY.
 TU0746'
 TU0746'TO REACH THE STATION FROM THE MAIN GATE OF THE BARKING SANDS
 TU0746'PACIFIC MISSILE RANGE FACILITY, GO NORTH ON NOHILI ROAD FOR 0.6
 TU0746'MILE TO THE INTERSECTION WITH KALANAMAHIKI PLACE NORTH.  TURN LEFT
 TU0746'AND GO NORTH ON KALANAMAHIKI PLACE NORTH FOR 0.6 MILE TO PALAI
 TU0746'OLANI ROAD.  TURN LEFT AND GO WEST ON PALANI OLANI ROAD FOR 0.05
 TU0746'MILE TO KUKUI ROAD.  TURN RIGHT AND GO NORTH ON KUKUI ROAD FOR
 TU0746'0.35 MILE TO HOKU ROAD.  TURN LEFT AND GO WEST ON HOKU ROAD FOR
 TU0746'0.1 MILE TO THE END OF THE PAVEMENT.  CONTINUE STRAIGHT AHEAD ON
 TU0746'A TRACK ROAD FOR 0.1 MILE TO A THREE-WAY INTERSECTION.  TURN
 TU0746'RIGHT AND GO NORTH AND WEST ON A TRACK ROAD FOR 0.2 MILE TO THE
 TU0746'END OF THE ROAD AT THE BEACH AND THE STATION MARK AS DESCRIBED
 TU0746'BELOW.
 TU0746'
 TU0746'THE STATION MARK, A STANDARD DISK STAMPED HIGH 1965, IS SET IN THE
 TU0746'TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH ABOVE THE
 TU0746'SURFACE OF THE GROUND.  IT IS 86.5 FEET WEST-SOUTHWEST OF AN
 TU0746'ANTENNA POLE AND 54 FEET EAST OF A LARGE RANGE POLE WITH A
 TU0746'TRIANGULAR TARGET.
 TU0746'
 TU0746'REFERENCE MARK 1, A STANDARD DISK STAMPED HIGH NO 1 1965, IS SET
 TU0746'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 3 INCHES
 TU0746'ABOVE THE SURFACE OF THE GROUND.  IT IS 134 FEET EAST OF THE
 TU0746'RANGE POLE, 27.5 FEET SOUTH OF THE ANTENNA POLE AND ABOUT 1 FOOT
 TU0746'LOWER IN ELEVATION THAN THE STATION MARK.
 TU0746'
 TU0746'REFERENCE MARK 2, A STANDARD DISK STAMPED HIGH NO 2 1965, IS SET
 TU0746'IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH
 TU0746'ABOVE THE SURFACE OF THE GROUND.  IT IS 85.5 FEET WEST-SOUTHWEST OF
 TU0746'THE ANTENNA POLE, 63.5 FEET EAST-NORTHEAST OF THE RANGE POLE AND
 TU0746'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TU0746
 TU0746                          STATION RECOVERY (1983)
 TU0746
 TU0746'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0746'HIGH 1965 RECOVERED GOOD.  STATION VISITED 1983 BY PAC. MISSILE RANGE
 TU0746'SURVEYOR.  DIRECTIONS PER FLJ 1968 ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1779 ***********************************************************************
 TU1779  DESIGNATION -  HIGH GABLE
 TU1779  PID         -  TU1779
 TU1779  STATE/COUNTY-  HI/KAUAI
 TU1779  USGS QUAD   -  KOLOA (1996)
 TU1779
 TU1779                         *CURRENT SURVEY CONTROL
 TU1779  ___________________________________________________________________
 TU1779* NAD 83(1993)-  21 52 24.27107(N)    159 27 13.30524(W)     ADJUSTED  
 TU1779* LOCAL TIDAL -                                                        
 TU1779  ___________________________________________________________________
 TU1779  EPOCH DATE  -        1993.62
 TU1779  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 TU1779  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU1779
 TU1779  HORZ ORDER  -  THIRD
 TU1779
 TU1779.The horizontal coordinates were established by classical geodetic methods
 TU1779.and adjusted by the National Geodetic Survey in December 1998..
 TU1779.The horizontal coordinates are valid at the epoch date displayed above.
 TU1779.The epoch date for horizontal control is a decimal equivalence
 TU1779.of Year/Month/Day.
 TU1779
 TU1779
 TU1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1779
 TU1779.The geoid height was determined by GEOID03.
 TU1779
 TU1779;                    North         East     Units Scale Factor Converg.
 TU1779;SPC HI 4     -     4,438.146   504,785.645   MT  0.99999028   +0 01 02.1
 TU1779;UTM  04      - 2,418,884.316   453,127.320   MT  0.99962715   -0 10 08.5
 TU1779
 TU1779                          SUPERSEDED SURVEY CONTROL
 TU1779
 TU1779  NAD 83(1986)-  21 52 24.25779(N)    159 27 13.33956(W) AD(       ) 4
 TU1779  OLD HI      -  21 52 35.54500(N)    159 27 23.39000(W) AD(       ) 3
 TU1779
 TU1779.Superseded values are not recommended for survey control.
 TU1779.NGS no longer adjusts projects to the OLD HI datum.
 TU1779.See file dsdata.txt to determine how the superseded data were derived.
 TU1779
 TU1779_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5312718884(NAD 83)
 TU1779
 TU1779  HISTORY     - Date     Condition        Report By
 TU1779  HISTORY     - UNK      MONUMENTED
 TU1779  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1779  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1779  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1779  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1779
 TU1779                          STATION DESCRIPTION
 TU1779
 TU1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1779'ON SOUTH COAST OF KAUAI, 1 MILE EASTWARD OF KOLOA LANDING, AND
 TU1779'NEAR THE BEACH, THE SOUTHEAST GABLE OF AN OLD 2-STORY HOUSE.
 TU1779
 TU1779                          STATION RECOVERY (1965)
 TU1779
 TU1779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1779'STATION IS GONE.  THE ONLY HOUSE IN THIS VICINITY WAS BUILT IN
 TU1779'1932.  NO INFORMATION COULD BE GOTTEN AS TO WHEN THE STATION
 TU1779'WAS DESTROYED.
 TU1779
 TU1779                          STATION RECOVERY (1998)
 TU1779
 TU1779'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1779'MARK NOT FOUND.
 TU1779
 TU1779                          STATION RECOVERY (2005)
 TU1779
 TU1779'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0744 ***********************************************************************
 TU0744  DESIGNATION -  HIGH RM 1
 TU0744  PID         -  TU0744
 TU0744  STATE/COUNTY-  HI/KAUAI
 TU0744  USGS QUAD   -  KEKAHA (1983)
 TU0744
 TU0744                         *CURRENT SURVEY CONTROL
 TU0744  ___________________________________________________________________
 TU0744* NAD 83(1993)-  22 03 07.07957(N)    159 47 01.28353(W)     ADJUSTED  
 TU0744* LOCAL TIDAL -         5.472  (meters)      17.95   (feet)  ADJ UNCH  
 TU0744  ___________________________________________________________________
 TU0744  EPOCH DATE  -        1993.62
 TU0744  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 TU0744  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0744
 TU0744  HORZ ORDER  -  SECOND
 TU0744  VERT ORDER  -  SECOND    CLASS 0
 TU0744
 TU0744.The horizontal coordinates were established by classical geodetic methods
 TU0744.and adjusted by the National Geodetic Survey in December 1998..
 TU0744.The horizontal coordinates are valid at the epoch date displayed above.
 TU0744.The epoch date for horizontal control is a decimal equivalence
 TU0744.of Year/Month/Day.
 TU0744
 TU0744.The orthometric height was key entered from printed documents
 TU0744.and not key verified.
 TU0744
 TU0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0744
 TU0744.The geoid height was determined by GEOID03.
 TU0744
 TU0744;                    North         East     Units Scale Factor Converg.
 TU0744;SPC HI 4     -    24,236.123   470,716.466   MT  1.00000059   -0 06 23.4
 TU0744;UTM  04      - 2,438,786.589   419,134.552   MT  0.99968080   -0 17 39.3
 TU0744
 TU0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0744!SPC HI 4     -   0.99999661  x   1.00000059  =   0.99999720
 TU0744!UTM  04      -   0.99999661  x   0.99968080  =   0.99967741
 TU0744
 TU0744                          SUPERSEDED SURVEY CONTROL
 TU0744
 TU0744  NAD 83(1986)-  22 03 07.04464(N)    159 47 01.30960(W) AD(       ) 2
 TU0744  OLD HI      -  22 03 18.32530(N)    159 47 11.35680(W) AD(       ) 2
 TU0744
 TU0744.Superseded values are not recommended for survey control.
 TU0744.NGS no longer adjusts projects to the OLD HI datum.
 TU0744.See file dsdata.txt to determine how the superseded data were derived.
 TU0744
 TU0744_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1913538787(NAD 83)
 TU0744_MARKER: DR = REFERENCE MARK DISK
 TU0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0744_STAMPING: HIGH NO 1 1965
 TU0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0744+STABILITY: SURFACE MOTION
 TU0744
 TU0744  HISTORY     - Date     Condition        Report By
 TU0744  HISTORY     - 1965     MONUMENTED       CGS
 TU0744  HISTORY     - 1968     GOOD             NGS
 TU0744  HISTORY     - 1983     GOOD             USPSQD
 TU0744
 TU0744                          STATION DESCRIPTION
 TU0744
 TU0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU0744'FROM THE SENTRY POST AT THE MAIN GATE AT BONHAM AUXILIARY LANDING
 TU0744'FIELD, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 0.6 MILE TO A METAL
 TU0744'GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE AND GO WEST
 TU0744'ON AN OILED ROAD FOR 0.25 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 TU0744'GO NORTHERLY ON A BLADED ROAD FOR 0.5 MILE TO THE MARK ON THE
 TU0744'LEFT, AT A POINT WHERE THE ROAD TURNS TO THE SOUTH.
 TU0744'
 TU0744'THE MARK IS A STANDARD REFERENCE MARK DISK, STAMPED HIGH NO 1
 TU0744'1965, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 4
 TU0744'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 134 FEET EAST OF THE
 TU0744'EDGE OF A SANDY BLUFF AND 51 FEET WEST OF THE CENTER OF A TRACK
 TU0744'ROAD.
 TU0744'
 TU0744'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HIGH,
 TU0744'DISTANCE BEING 25.0046 METERS (82.036 FEET) EAST OF STATION HIGH.
 TU0744'
 TU0744'POINT TRAVERSED TO WAS A PUNCH MARK IN THE CENTER OF THE ARROW
 TU0744'CAST IN THE TABLET.
 TU0744
 TU0744                          STATION RECOVERY (1968)
 TU0744
 TU0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0744'IN BARKING SANDS PMRF.
 TU0744'0.6 MILE NORTH ALONG NOHILI ROAD FROM THE MAIN GATE OF THE BARKING
 TU0744'SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.6 MILE NORTH ALONG
 TU0744'KALANAMAHIKI PLACE NORTH, THENCE 0.05 MILE WEST ALONG PALAI OLANI
 TU0744'ROAD, THENCE 0.35 MILE NORTH ALONG KUKUI ROAD, THENCE 0.1 MILE WEST
 TU0744'ALONG HOKU ROAD, THENCE 0.1 MILE WEST ALONG A TRACK ROAD, THENCE 0.2
 TU0744'MILE NORTH AND WEST ALONG A TRACK ROAD, 134 FEET EAST OF A WOODEN
 TU0744'RANGE POLE WITH A TRIANGULAR TARGET, 27-1/2 FEET SOUTH OF A WOODEN
 TU0744'ANTENNA POLE AND SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST
 TU0744'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0744
 TU0744                          STATION RECOVERY (1983)
 TU0744
 TU0744'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0744'HIGH NO 1 1965 RECOVERED GOOD - STATION VISITED BY PAC. MISSILE
 TU0744'RANGE SURVEYOR 1983.  DIRECTIONS AS PER D U F 1965 ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0745 ***********************************************************************
 TU0745  DESIGNATION -  HIGH RM 2
 TU0745  PID         -  TU0745
 TU0745  STATE/COUNTY-  HI/KAUAI
 TU0745  USGS QUAD   -  KEKAHA (1983)
 TU0745
 TU0745                         *CURRENT SURVEY CONTROL
 TU0745  ___________________________________________________________________
 TU0745* NAD 83(1986)-  22 03 07.     (N)    159 47 02.     (W)     SCALED    
 TU0745* LOCAL TIDAL -         5.767  (meters)      18.92   (feet)  ADJ UNCH  
 TU0745  ___________________________________________________________________
 TU0745  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0745
 TU0745  VERT ORDER  -  SECOND    CLASS 0
 TU0745
 TU0745.The horizontal coordinates were scaled from a topographic map and have
 TU0745.an estimated accuracy of +/- 6 seconds.
 TU0745
 TU0745.The orthometric height was key entered from printed documents
 TU0745.and not key verified.
 TU0745
 TU0745.The geoid height was determined by GEOID03.
 TU0745
 TU0745;                    North         East    Units  Estimated Accuracy
 TU0745;SPC HI 4     -    24,230.      470,700.      MT  (+/- 180 meters Scaled)
 TU0745
 TU0745                          SUPERSEDED SURVEY CONTROL
 TU0745
 TU0745.No superseded survey control is available for this station.
 TU0745
 TU0745_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191387(NAD 83)
 TU0745_MARKER: DR = REFERENCE MARK DISK
 TU0745_SETTING: 0 = UNSPECIFIED SETTING
 TU0745_STAMPING: HIGH NO 2 1965
 TU0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0745
 TU0745  HISTORY     - Date     Condition        Report By
 TU0745  HISTORY     - 1965     MONUMENTED       CGS
 TU0745
 TU0745                          STATION DESCRIPTION
 TU0745
 TU0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0745'IN BONHAM AUXILIARY LANDING F.
 TU0745'0.6 MILE NORTH ALONG AN OILED ROAD FROM THE MAIN GATE AT BONHAM
 TU0745'AUXILIARY LANDING FIELD, THENCE 0.25 MILE WEST ALONG AN OILED ROAD,
 TU0745'THENCE 0.5 MILE NORTHERLY ALONG A BLADED DIRT ROAD, 137 FEET WEST OF
 TU0745'THE CENTER OF THE TRACK ROAD AND 55.5 FEET EAST OF THE EDGE OF THE
 TU0745'SANDY BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1966 ***********************************************************************
 TU1966  DESIGNATION -  HIHIMANU
 TU1966  PID         -  TU1966
 TU1966  STATE/COUNTY-  HI/KAUAI
 TU1966  USGS QUAD   -  HANALEI (1996)
 TU1966
 TU1966                         *CURRENT SURVEY CONTROL
 TU1966  ___________________________________________________________________
 TU1966* NAD 83(1993)-  22 11 06.20394(N)    159 28 46.78263(W)     ADJUSTED  
 TU1966* LOCAL TIDAL -       388.     (meters)    1273.     (feet)  SCALED    
 TU1966  ___________________________________________________________________
 TU1966  EPOCH DATE  -        1993.62
 TU1966  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 TU1966  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU1966
 TU1966  HORZ ORDER  -  THIRD
 TU1966
 TU1966.The horizontal coordinates were established by classical geodetic methods
 TU1966.and adjusted by the National Geodetic Survey in December 1998..
 TU1966.The horizontal coordinates are valid at the epoch date displayed above.
 TU1966.The epoch date for horizontal control is a decimal equivalence
 TU1966.of Year/Month/Day.
 TU1966
 TU1966.The orthometric height was scaled from a topographic map.
 TU1966
 TU1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1966
 TU1966.The geoid height was determined by GEOID03.
 TU1966
 TU1966;                    North         East     Units Scale Factor Converg.
 TU1966;SPC HI 4     -    38,946.215   502,097.405   MT  0.99999005   +0 00 27.6
 TU1966;UTM  04      - 2,453,388.522   450,552.978   MT  0.99963021   -0 10 52.0
 TU1966
 TU1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1966!SPC HI 4     -   0.99993649  x   0.99999005  =   0.99992654
 TU1966!UTM  04      -   0.99993649  x   0.99963021  =   0.99956673
 TU1966
 TU1966|---------------------------------------------------------------------|
 TU1966| PID    Reference Object                     Distance      Geod. Az  |
 TU1966|                                                           dddmmss.s |
 TU1966| CJ9491 HIHIMANU RM 1                         8.352 METERS 00614     |
 TU1966| CJ9492 HIHIMANU RM 2                         6.126 METERS 09840     |
 TU1966| CJ9493 HIHIMANU RM 3                         4.145 METERS 23825     |
 TU1966| TU1977 BRIDGE                              APPROX. 4.5 KM 3024753.0 |
 TU1966| TU1991 WEST                                APPROX. 5.1 KM 3085412.2 |
 TU1966| TU1976 JAP SCHOOL FLAGSTAFF                APPROX. 2.9 KM 3134136.7 |
 TU1966| TU1973 DEV                                 APPROX. 3.1 KM 3242522.3 |
 TU1966| TU1972 WARE                                APPROX. 3.5 KM 3312355.1 |
 TU1966|---------------------------------------------------------------------|
 TU1966
 TU1966                          SUPERSEDED SURVEY CONTROL
 TU1966
 TU1966  NAD 83(1986)-  22 11 06.16231(N)    159 28 46.83473(W) AD(       ) 3
 TU1966  OLD HI      -  22 11 17.51000(N)    159 28 56.91800(W) AD(       ) 3
 TU1966
 TU1966.Superseded values are not recommended for survey control.
 TU1966.NGS no longer adjusts projects to the OLD HI datum.
 TU1966.See file dsdata.txt to determine how the superseded data were derived.
 TU1966
 TU1966_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5055353389(NAD 83)
 TU1966
 TU1966  HISTORY     - Date     Condition        Report By
 TU1966  HISTORY     - 1910     MONUMENTED       CGS
 TU1966  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1966
 TU1966                          STATION DESCRIPTION
 TU1966
 TU1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1966'ON THE LOWER HIHIMANU (KAUKAOPUA), ABOUT 2 MILES SOUTHEAST OF
 TU1966'THE VILLAGE OF HANALEI.  THE STATION IS ON THE WEST POINT OF
 TU1966'A DOUBLE SUMMIT WHICH APPEARS AS A SINGLE ONE FROM BELOW ON
 TU1966'ACCOUNT OF TREES AND BRUSH, AND IS IDENTICAL WITH THE HAWAIIAN
 TU1966'GOVERNMENT SURVEY STATION, THE ORIGINAL MARK, A 1 1/2-INCH GAS
 TU1966'PIPE, REMAINING IN PLACE.  IT PROJECTS ABOUT 1 FOOT ABOVE THE
 TU1966'GROUND.  APPROACHED BY A TRAIL LEADING UP A SPUR TO THE
 TU1966'NORTHEAST.  THIS TRAIL LEAVES THE HANALEI VALLEY ROAD ABOUT
 TU1966'1/4 MILE ABOVE THE CHINESE TEMPLE.  REFERENCE MARKS ARE AS
 TU1966'FOLLOWS--NO. 1, BOTTLE SET IN GROUND WITH NECK PROJECTING 2
 TU1966'INCHES, DISTANT 27.4 FEET, IN AZIMUTH, 187 DEG 15 MIN.  NO.
 TU1966'2 BOTTLE SET IN GROUND, WITH 3 INCHES OF NECK PROJECTING,
 TU1966'DISTANT 20.1 FEET, IN AZIMUTH 278 DEG 41 MIN.  NO. 3, BOTTLE
 TU1966'SET IN GROUND WITH 3 INCHES OF NECK PROJECTING, DISTANT
 TU1966'13.6 FEET, IN AZIMUTH 58 DEG 25 MIN.  IT IS NEAR AN 18-INCH
 TU1966'LIHUE TREE.
 TU1966
 TU1966                          STATION RECOVERY (1965)
 TU1966
 TU1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1966'STATION MARK WAS FOUND IN GOOD CONDITION.  TWO OF THE BOTTLE
 TU1966'REFERENCE MARKS, NUMBERS 2 AND 3, WERE RECOVERED IN GOOD
 TU1966'CONDITION.  NUMBER 1 WAS NOT FOUND AND IS BELIEVED LOST DUE
 TU1966'EROSION OF EDGE OF HILL.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1966'
 TU1966'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF HANALEI AND
 TU1966'1 MILE NORTH-NORTHEAST OF HIHIMANU PEAK, ON THE WEST POINT OF
 TU1966'A DOUBLE-TIPPED SUMMIT OF ABOUT 1272 FEET ELEVATION ON THE RIDGE
 TU1966'RUNNING NORTHERLY DOWN FROM HIHIMANU PEAK AND TERMINATING IN THE
 TU1966'EAST END OF HANALEI VALLEY.  THE SUMMIT IS DENSELY COVERED WITH
 TU1966'VERY HIGH FERNS, BRUSH, AND A FEW SMALL TREES.  THE RIDGE
 TU1966'LEADING UP TO THE STATION IS ALSO COVERED WITH DENSE FERNS AND
 TU1966'THE STATION IS DIFFICULT TO REACH AS TRAIL MUST BE CLEARED.
 TU1966'
 TU1966'TO REACH STATION FROM THE POST OFFICE IN HANALEI, GO EAST ON
 TU1966'STATE HIGHWAY 56 FOR 1.5 MILES TO PAVED FORK.  TAKE RIGHT FORK,
 TU1966'JUST BEFORE CROSSING HIGHWAY BRIDGE, AND GO 0.5 MILE.  TAKE
 TU1966'DIM TRACK SIDE ROAD RIGHT, AND GO 0.7 MILE TO TOP OF GRADE AT A
 TU1966'POWER-LINE TOWER ON CREST OF RIDGE, AND END OF ROAD.  PACK
 TU1966'SOUTHERLY ALONG CREST OF RIDGE FOR ABOUT 1 MILE TO STATION.
 TU1966'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.7 MILE.
 TU1966'
 TU1966'STATION MARK IS A 1-1/2 INCH, IRON PIPE THAT PROJECTS 1-1/2 FEET
 TU1966'ABOVE GROUND.  IT IS NEAR WEST EDGE OF THE WEST POINT AND HIDDEN
 TU1966'BY DENSE FERNS AND BRUSH.
 TU1966'
 TU1966'REFERENCE MARK NUMBER 2 IS A GREEN BOTTLE SET IN THE GROUND,
 TU1966'WITH 2 INCHES OF THE NECK PROJECTING ABOVE GROUND.  IT IS 6.108 M,
 TU1966'(20.036 FT.), FROM STATION IN AZIMUTH 278 DEG 41 MIN.
 TU1966'
 TU1966'REFERENCE MARK NUMBER 3 IS A BROWN BOTTLE SET IN THE GROUND,
 TU1966'WITH 3 INCHES OF THE NECK PROJECTING ABOVE GROUND.  IT IS 4.204
 TU1966'M, (13.790 FT.), FROM STATION IN AZIMUTH 58 DEG 25 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3221 ***********************************************************************
 TU3221  DESIGNATION -  HII DOLE
 TU3221  PID         -  TU3221
 TU3221  STATE/COUNTY-  HI/MAUI
 TU3221  USGS QUAD   -  
 TU3221
 TU3221                         *CURRENT SURVEY CONTROL
 TU3221  ___________________________________________________________________
 TU3221* NAD 83(1993)-  20 48 50.02080(N)    156 54 06.93983(W)     ADJUSTED  
 TU3221* LOCAL TIDAL -       598.6    (meters)    1964.     (feet)  VERT ANG  
 TU3221  ___________________________________________________________________
 TU3221  EPOCH DATE  -        1993.62
 TU3221  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU3221  GEOID HEIGHT-          16.34  (meters)                     GEOID03
 TU3221
 TU3221  HORZ ORDER  -  SECOND
 TU3221
 TU3221.The horizontal coordinates were established by classical geodetic methods
 TU3221.and adjusted by the National Geodetic Survey in December 1998..
 TU3221.The horizontal coordinates are valid at the epoch date displayed above.
 TU3221.The epoch date for horizontal control is a decimal equivalence
 TU3221.of Year/Month/Day.
 TU3221
 TU3221.The orthometric height was determined by vertical angle observations.
 TU3221
 TU3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3221
 TU3221.The geoid height was determined by GEOID03.
 TU3221
 TU3221;                    North         East     Units Scale Factor Converg.
 TU3221;SPC HI 2     -    53,219.776   475,510.386   MT  0.99997408   -0 05 00.9
 TU3221;UTM  04      - 2,302,972.109   718,356.029   MT  1.00018927   +0 44 44.9
 TU3221
 TU3221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3221!SPC HI 2     -   0.99990335  x   0.99997408  =   0.99987743
 TU3221!UTM  04      -   0.99990335  x   1.00018927  =   1.00009260
 TU3221
 TU3221|---------------------------------------------------------------------|
 TU3221| PID    Reference Object                     Distance      Geod. Az  |
 TU3221|                                                           dddmmss.s |
 TU3221| CN5199 HII DOLE RM 2                         6.373 METERS 01547     |
 TU3221| TU3214 PUU MANU                            APPROX. 5.3 KM 1405201.9 |
 TU3221| CN5198 HII DOLE RM 1                         5.379 METERS 26930     |
 TU3221|---------------------------------------------------------------------|
 TU3221
 TU3221                          SUPERSEDED SURVEY CONTROL
 TU3221
 TU3221  NAD 83(1986)-  20 48 49.97912(N)    156 54 06.90178(W) AD(       ) 2
 TU3221  OLD HI      -  20 49 01.35900(N)    156 54 16.99200(W) AD(       ) 2
 TU3221
 TU3221.Superseded values are not recommended for survey control.
 TU3221.NGS no longer adjusts projects to the OLD HI datum.
 TU3221.See file dsdata.txt to determine how the superseded data were derived.
 TU3221
 TU3221_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1835602972(NAD 83)
 TU3221
 TU3221  HISTORY     - Date     Condition        Report By
 TU3221  HISTORY     - 1962     MONUMENTED       CGS
 TU3221  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU3221
 TU3221                          STATION DESCRIPTION
 TU3221
 TU3221'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3221'STATION IS LOCATED ABOUT 1-1/2 MILES AIRLINE SOUTHEAST OF
 TU3221'LANAI CITY.  ON A RISE THAT HAS A LONG ROW OF 16-FOOT JUNIPER
 TU3221'ALONG ITS NOTHEAST EDGE AND IS THE HIGHEST POINT ALONG THE
 TU3221'SOUTHWEST RIM OF HII FLATS.
 TU3221'
 TU3221'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO SOUTHWEST
 TU3221'ON LANAI AVENUE FOR 0.4 MILE TO PAVED T-INTERSECTION.  CONTINUE
 TU3221'STRAIGHT AHEAD, ON TRACK ROAD ALONG LEFT SIDE OF POWER LINE AND
 TU3221'DITCH, FOR 0.2 MILE TO THE CITY DUMP.  TURN LEFT AND FOLLOW WIDE,
 TU3221'GRADED ROAD DOWN INTO RAVINE AND UP OTHER SIDE FOR 0.3 MILE
 TU3221'TO PINEAPPLE FIELD ON TOP OF HILL.  GO LEFT AND FOLLOW ROAD
 TU3221'ALONG LEFT SIDE OF FIELD FOR 0.4 MILE TO FORK.  TAKE RIGHT FORK,
 TU3221'CROSSING PINEAPPLE FIELD AND THEN FOLLOWING ALONG RIGHT
 TU3221'SIDE OF FIELD, FOR 0.35 MILE TO DIM RIGHT FORK.  TAKE THE
 TU3221'RIGHT FORK AND GO 0.1 MILE ALONG LOW RISE TO STATION.
 TU3221'
 TU3221'STATION IS MARKED BY A 1-1/2-INCH IRON PIPE THAT IS SET IN THE
 TU3221'CENTER OF A 2-FOOT-DIAMETER, CONCRETE MONUMENT WHICH IS FLUSH
 TU3221'WITH THE GROUND AND HAS THE WORD HII INSCRIBED IN THE
 TU3221'CEMENT.  IT IS 11.4 FEET NORTHEAST OF A WHITE WITNESS POST,
 TU3221'27 FEET NORTHWEST OF A LONE, 20-FOOT POLE THAT IS 1 FOOT IN
 TU3221'DIAMETER, 10 FEET NORTHEAST OF EDGE OF HILL, AND 75 YARDS
 TU3221'EAST-SOUTHEAST OF A LONE EUCALYPTUS TREE.  STATION ELEVATION
 TU3221'IS ABOUT 1950 FEET.
 TU3221'
 TU3221'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HII NO 1
 TU3221'1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET
 TU3221'IN CEMENT AND PROJECTS 14 INCHES ABOVE GROUND.  IT IS ABOUT
 TU3221'1-1/2 FEET WEST-NORTHWEST OF A SMALL HUMMOCK, IN BARE DIRT AREA
 TU3221'AND IS AT ABOUT SAME ELEVATION AS STATION MARK.
 TU3221'
 TU3221'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HII NO
 TU3221'2 1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET
 TU3221'IN CEMENT AND PROJECTS 16 INCHES ABOVE GROUND.  IT IS ABOUT 1
 TU3221'FOOT HIGHER THAN THE STATION MARK.
 TU3221
 TU3221                          STATION RECOVERY (1965)
 TU3221
 TU3221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU3221'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 TU3221'DESCRIBED IN 1962.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 TU3221'MARKS WERE CHECKED AND FOUND TO BE CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3425 ***********************************************************************
 TU3425  DESIGNATION -  HIKAUHI
 TU3425  PID         -  TU3425
 TU3425  STATE/COUNTY-  HI/MAUI
 TU3425  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3425
 TU3425                         *CURRENT SURVEY CONTROL
 TU3425  ___________________________________________________________________
 TU3425* NAD 83(1993)-  21 06 07.64520(N)    157 10 06.15684(W)     ADJUSTED  
 TU3425* LOCAL TIDAL -       138.     (meters)     453.     (feet)  VERT ANG  
 TU3425  ___________________________________________________________________
 TU3425  EPOCH DATE  -        1993.62
 TU3425  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 TU3425  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU3425
 TU3425  HORZ ORDER  -  SECOND
 TU3425
 TU3425.The horizontal coordinates were established by classical geodetic methods
 TU3425.and adjusted by the National Geodetic Survey in December 1998..
 TU3425.The horizontal coordinates are valid at the epoch date displayed above.
 TU3425.The epoch date for horizontal control is a decimal equivalence
 TU3425.of Year/Month/Day.
 TU3425
 TU3425.The orthometric height was determined by vertical angle observations.
 TU3425.No vertical observational check was made to the station.
 TU3425
 TU3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3425
 TU3425.The geoid height was determined by GEOID03.
 TU3425
 TU3425;                    North         East     Units Scale Factor Converg.
 TU3425;SPC HI 2     -    85,194.717   447,873.790   MT  1.00000023   -0 10 50.3
 TU3425;UTM  04      - 2,334,545.122   690,252.801   MT  1.00004732   +0 39 34.7
 TU3425
 TU3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3425!SPC HI 2     -   0.99997582  x   1.00000023  =   0.99997605
 TU3425!UTM  04      -   0.99997582  x   1.00004732  =   1.00002314
 TU3425
 TU3425:                Primary Azimuth Mark                     Grid Az
 TU3425:SPC HI 2     -  HIKAUHI AZ MK                            176 26 04.1
 TU3425:UTM  04      -  HIKAUHI AZ MK                            175 35 39.1
 TU3425
 TU3425|---------------------------------------------------------------------|
 TU3425| PID    Reference Object                     Distance      Geod. Az  |
 TU3425|                                                           dddmmss.s |
 TU3425| CN5200 HIKAUHI AZ MK                                      1761513.8 |
 TU3425| CN5201 HIKAUHI RM 1                          8.660 METERS 21949     |
 TU3425| CN5202 HIKAUHI RM 2                          8.575 METERS 34849     |
 TU3425|---------------------------------------------------------------------|
 TU3425
 TU3425                          SUPERSEDED SURVEY CONTROL
 TU3425
 TU3425  NAD 83(1986)-  21 06 07.60202(N)    157 10 06.11056(W) AD(       ) 2
 TU3425  OLD HI      -  21 06 19.05000(N)    157 10 16.24400(W) AD(       ) 2
 TU3425
 TU3425.Superseded values are not recommended for survey control.
 TU3425.NGS no longer adjusts projects to the OLD HI datum.
 TU3425.See file dsdata.txt to determine how the superseded data were derived.
 TU3425
 TU3425_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9025334545(NAD 83)
 TU3425_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3425_SETTING: 80 = SET IN A BOULDER
 TU3425_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3425
 TU3425  HISTORY     - Date     Condition        Report By
 TU3425  HISTORY     - 1962     MONUMENTED       CGS
 TU3425
 TU3425                          STATION DESCRIPTION
 TU3425
 TU3425'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3425'STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES SOUTHEAST OF THE
 TU3425'VILLAGE OF MAUNA LOA, 6-1/2 MILES WEST-NORTHWEST OF KAUNAKAKAI,
 TU3425'3/4 MILE NORTH OF THE COAST LINE AND 0.6 MILE EAST OF HIKAUHI
 TU3425'GULCH, ON A ROCKY POINT OF ABOUT 500 FEET ELEVATION ON THE SOUTH
 TU3425'SLOPE OF THE LAND RISING UP TO MAUNA LOA HILL TO THE NORTH.
 TU3425'
 TU3425'TO REACH STATIN FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3425'46, JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON
 TU3425'STATE HIGHWAY 46 FOR 2.45 MILES TO A CONCRETE BRIDGE ON CURVE
 TU3425'OF HIGHWAY.  CONTINUE ON THE HIGHWAY FOR 0.1 MILE TO A
 TU3425'REVERSE-Y ON LEFT.  TURN SHARP LEFT AND GO SOUTH ON OLD PAVED
 TU3425'ROAD FOR 0.15 MILE TO THE SECOND SIDE ROAD RIGHT.  TURN RIGHT
 TU3425'AND GO WESTERLY ON OLD TRACK ROAD FOR 1.15 MILES TO A FORK.
 TU3425'TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 0.3 MILE TO A FORK AT
 TU3425'CATTLEGUARD.  TAKE RIGHT FORK ACROSS CATTLEGUARD AND GO
 TU3425'0.1 MILE TO REVERSE-Y ON THE RIGHT.  ANGLE LEFT AND GO WEST FOR
 TU3425'0.65 MILE TO A FORK.  TAKE RIGHT FORK ALONG TOP OF DIKE AND GO
 TU3425'0.8 MILE TO CROSSROAD.  CONTINUE AHEAD ON DIKE ROAD FOR
 TU3425'0.55 MILE TO FORK.  TAKE RIGHT FORK, OFF OF DIKE, AND GO 0.7 MILE
 TU3425'TO A METAL GATE.  PASS THROUGH GATE AND CONTINUE FOR 1.7 MILES
 TU3425'TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE, PASSING, A
 TU3425'WINDMILL, FOR 1.5 MILES TO A COCONUT GROVE ON LEFT.  CONTINUE FOR
 TU3425'0.6 MILE TO METAL GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK
 TU3425'ROAD FOR 0.15 MILE TO END OF TRUCK TRAVEL.  PACK NORTHERLY
 TU3425'THROUGH GROVE OF KEAWE TREES ABOUT 100 YDS TO BASE OF RIDGE.
 TU3425'CONTINUE ON OLD TRAIL UP ALONG ROCKY RIDGE ABOUT 300 YARDS TO
 TU3425'AZIMUTH MARK ON LEFT.  CONTINUE ON TRAIL FOR ABOUT 0.3 MILE TO
 TU3425'SLIGHT ROCKY KNOLL ON SLOPE AND STATION BY CAIRN.
 TU3425'
 TU3425'STATION MARK IS A STANDARD DISK STAMPED HIKAUHI 1962, CEMENTED
 TU3425'IN A DRILL HOLE IN A 2-1/2-FOOT BOULDER THAT PROJECTS 8 INCHES
 TU3425'ABOVE GROUND.  IT IS 19.5 FEET NORTH OF A 4-FOOT CAIRN, 17.5
 TU3425'FEET EAST-SOUTHEAST OF A 6-FOOT BUSH AND ABOUT 80 YARDS SOUTH
 TU3425'OF HEAVY BRUSH GROWTH.
 TU3425'
 TU3425'REFERENCE MARK TWO IS A STANDARD DISK STAMPED HIKAUHI NO 2
 TU3425'1962, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS
 TU3425'1 FOOT ABOVE GROUND.  IT IS ABOUT SAME ELEVATION AS STATION.
 TU3425'
 TU3425'REFERENCE MARK ONE IS A STANDARD DISK STAMPED HIKAUHI NO 1
 TU3425'1962, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT PROJECTS
 TU3425'ABOUT 1 FOOT ABOVE GROUND.  IT IS 20 FEET WEST OF THE CAIRN AND
 TU3425'ABOUT 3-1/2 FEET LOWER THAN STATION.
 TU3425'
 TU3425'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HIKAUHI 1962,
 TU3425'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS
 TU3425'ABOUT 4 INCHES ABOVE GROUND.  IT IS ON CREST OF RIDGE, 16 YARDS
 TU3425'SOUTHWEST OF THE TRAIL AND 20 FEET NORTH-NORTHWEST OF A CAIRN.
 TU3425'
 TU3425'NOTE--PACKING TIME IS ABOUT 1/2 HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1566 ***********************************************************************
 TU1566  DESIGNATION -  HIKE
 TU1566  PID         -  TU1566
 TU1566  STATE/COUNTY-  HI/HONOLULU
 TU1566  USGS QUAD   -  KAENA (1983)
 TU1566
 TU1566                         *CURRENT SURVEY CONTROL
 TU1566  ___________________________________________________________________
 TU1566* NAD 83(1993)-  21 34 46.76492(N)    158 14 07.61161(W)     ADJUSTED  
 TU1566* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1566  ___________________________________________________________________
 TU1566  EPOCH DATE  -        1993.62
 TU1566  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 TU1566  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU1566
 TU1566  HORZ ORDER  -  THIRD
 TU1566
 TU1566.The horizontal coordinates were established by classical geodetic methods
 TU1566.and adjusted by the National Geodetic Survey in December 1998..
 TU1566.The horizontal coordinates are valid at the epoch date displayed above.
 TU1566.The epoch date for horizontal control is a decimal equivalence
 TU1566.of Year/Month/Day.
 TU1566
 TU1566.The orthometric height was scaled from a topographic map.
 TU1566
 TU1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1566
 TU1566.The geoid height was determined by GEOID03.
 TU1566
 TU1566;                    North         East     Units Scale Factor Converg.
 TU1566;SPC HI 3     -    45,745.042   475,616.364   MT  0.99999734   -0 05 11.7
 TU1566;UTM  04      - 2,386,496.292   579,149.915   MT  0.99967741   +0 16 52.4
 TU1566
 TU1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1566!SPC HI 3     -   0.99999676  x   0.99999734  =   0.99999410
 TU1566!UTM  04      -   0.99999676  x   0.99967741  =   0.99967417
 TU1566
 TU1566|---------------------------------------------------------------------|
 TU1566| PID    Reference Object                     Distance      Geod. Az  |
 TU1566|                                                           dddmmss.s |
 TU1566| CJ9494 HIKE RM 1                            16.260 METERS 05819     |
 TU1566| TU1568 WART                                APPROX. 0.6 KM 2112939.8 |
 TU1566| CJ9495 HIKE RM 2                            15.670 METERS 31026     |
 TU1566|---------------------------------------------------------------------|
 TU1566
 TU1566                          SUPERSEDED SURVEY CONTROL
 TU1566
 TU1566  NAD 83(1986)-  21 34 46.71491(N)    158 14 07.62413(W) AD(       ) 3
 TU1566  OLD HI      -  21 34 58.10200(N)    158 14 17.56400(W) AD(       ) 3
 TU1566
 TU1566.Superseded values are not recommended for survey control.
 TU1566.NGS no longer adjusts projects to the OLD HI datum.
 TU1566.See file dsdata.txt to determine how the superseded data were derived.
 TU1566
 TU1566_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7915086496(NAD 83)
 TU1566_MARKER: Z = SEE DESCRIPTION
 TU1566_SETTING: 0 = UNSPECIFIED SETTING
 TU1566
 TU1566  HISTORY     - Date     Condition        Report By
 TU1566  HISTORY     - 1932     MONUMENTED       CGS
 TU1566  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1566  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1566  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1566
 TU1566                          STATION DESCRIPTION
 TU1566
 TU1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1566'STATION IS 3 MILES E OF KAENA POINT AND 0.6 MILE W OF THE
 TU1566'Y.M.C.A. CAMP ON THE N SIDE OF THE RAILROAD, WHERE IT PASSES
 TU1566'THROUGH A SMALL CUT.
 TU1566'
 TU1566'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE
 TU1566'IN DEPRESSIONS IN BOULDERS.
 TU1566'
 TU1566'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1566
 TU1566                          STATION RECOVERY (1945)
 TU1566
 TU1566'RECOVERY NOTE BY US ARMY 1945
 TU1566'STATION IS 2700 YARDS W OF AIR STRIP, 27 FEET N OF RAILROAD, AND
 TU1566'50 FEET N OF HIGHWAY 11.
 TU1566'
 TU1566'R.M. 1 IS 52 FEET NE OF STATION.
 TU1566'
 TU1566'R.M. 2 IS 50 FEET NW OF STATION.
 TU1566'
 TU1566'STATION AND REFERENCE MARKERS ARE EMBEDDED IN CORAL.  MARKED
 TU1566'BY RED FLAG AT STATION AND ON TELEPHONE POLE.  MARKS ARE IN
 TU1566'GOOD CONDITION.
 TU1566'
 TU1566'STATION IS 3 MILES E OF KAENA POINT.  RAILROAD PASSES THROUGH
 TU1566'A SMALL CUT AT THIS POINT.
 TU1566
 TU1566                          STATION RECOVERY (1963)
 TU1566
 TU1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1566'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 TU1566'HOWEVER EROSION IS GRADUALLY UNDERMINING THE ROCK AND THE
 TU1566'STATION WILL BE LOST EVENTUALLY.  REFERENCE MARK NUMBER ONE IS
 TU1566'GONE.  ITS LOCATION, AS DETERMINED BY DISTANCE AND ANGLE, WAS
 TU1566'AT THE MOUTH OF A SMALL WASH AND THERE ARE NO BOULDERS LEFT IN
 TU1566'THE VICINITY.  REFERENCE MARK NUMBER TWO WAS RECOVERED, HOWEVER
 TU1566'THERE IS SOME DISCREPANCY IN THE DISTANCE.  THE BOULDER IN
 TU1566'WHICH IT IS LOCATED SETS ON TOP OF THE BEDROCK BEACH AND IT HAS
 TU1566'PROBABLY BEEN SHIFTED BY HIGH WAVES.
 TU1566'
 TU1566'A NEW STATION, HIKE 2, WAS ESTABLISHED NEARBY, BUT SINCE THE
 TU1566'ARMY USES STATION HIKE 1932 EXTENSIVELY, IT WAS NOT REMOVED UPON
 TU1566'COMPLETION OF THE ESTABLISHING OF THE NEW STATION.  SINCE THE
 TU1566'STATION WILL BE LOST TO NEW REFERENCE MARKS WRE ESTABLISHED.  A
 TU1566'COMPLETE DESCRIPTION FOLLOWS--
 TU1566'
 TU1566'STATION IS LOCATED ALONG THE NORTH COAST OF OAHU, ABOUT 3
 TU1566'MILES AIRLINE EAST OF KAENA POINT AND 3/4 MILE WEST OF CAMP
 TU1566'ERDMAN, ON THE EAST END OF A DIRT BANK ALONG THE NORTH SIDE OF
 TU1566'AN OLD RAILROAD BED, WHERE IT PASSES THROUGH A LARGE CUT.
 TU1566'
 TU1566'TO REACH STATION FROM THE POST OFFICE IN WAIALUA, GO SOUTH ON
 TU1566'GOODALE AVENUE FOR 0.5 MILE.  TAKE RIGHT FORK AND GO WEST ON
 TU1566'STATE HIGHWAY 99 FOR 6.1 MILES TO END OF PAVED ROAD.  CONTINUE
 TU1566'AHEAD ON GRADED ROAD ALONG COASTLINE FOR 0.85 MILE TO CAMP
 TU1566'ERDMAN GATE ON THE RIGHT.  CONTINUE AHEAD FOR 0.8 MILE TO ROAD
 TU1566'JUNCTION BETWEEN POWER POLES NO. 243 AND 244, AND THE
 TU1566'STATION ON RIGHT.
 TU1566'
 TU1566'STATION MARK IS A STANDARD DISK STAMPED HIKE 1932, CEMENTED IN
 TU1566'A DRILL HOLE IN THE TOP OF A 2-FOOT BOULDER FLUSH WITH THE
 TU1566'GROUND, BUT WITH ITS ENTIRE NORTH SIDE EXPOSED DUE TO WATER
 TU1566'RUN-OFF.  IT IS 30 FEET NORTH OF CENTER LINE OF OLD RAILROAD
 TU1566'BED, 75 FEET NORTH OF THE EDGE OF THE NORTH AND LOWER ONE OF TWO
 TU1566'PARALLEL ROADS (AND ABOUT 20 FEET LOWER THAN THIS ROAD), 26.6
 TU1566'FEET NORTH-NORTHEAST OF THE STUB OF A 6 X 8-INCH POST, 220
 TU1566'FEET NORTHEAST OF POWER POLE NO. 244, 59.8 METERS FROM STATION
 TU1566'HIKE 2 IN AZIMUTH 118 DEG 06 MIN 02 SEC, AND ABOUT 15 FEET
 TU1566'HIGHER THAN THE ROCK BEACH.
 TU1566'
 TU1566'NOTE--SEE DESCRIPTION FOR HIKE 2.
 TU1566
 TU1566                          STATION RECOVERY (1965)
 TU1566
 TU1566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1566'STATION WAS FOUND DESTROYED BY EROSION.  THE BOULDER HAD BECOME
 TU1566'DISLODGED AND ROLLED DOWN TO THE BEACH.  THE DISK WAS REMOVED
 TU1566'AND TAKEN TO THE COAST AND GOEDETIC SURVEY OFFICE IN HONOLULU.
 TU1566'
 TU1566'NOTE--THIS STATION WAS FOUND TO BE IN DANGER OF LOSS DUE TO
 TU1566'EROSION IN 1963 SO A NEW STATION, HIKE 2, WAS ESTABLISHED
 TU1566'NEARBY AT THAT TIME.  SEE DESCRIPTION FOR HIKE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0557 ***********************************************************************
 TU0557  DESIGNATION -  HIKE 2
 TU0557  PID         -  TU0557
 TU0557  STATE/COUNTY-  HI/HONOLULU
 TU0557  USGS QUAD   -  KAENA (1983)
 TU0557
 TU0557                         *CURRENT SURVEY CONTROL
 TU0557  ___________________________________________________________________
 TU0557* NAD 83(1993)-  21 34 45.84922(N)    158 14 05.77785(W)     ADJUSTED  
 TU0557* LOCAL TIDAL -        12.623  (meters)      41.41   (feet)  ADJ UNCH  
 TU0557  ___________________________________________________________________
 TU0557  EPOCH DATE  -        1993.62
 TU0557  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 TU0557  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU0557
 TU0557  HORZ ORDER  -  SECOND
 TU0557  VERT ORDER  -  FIRST     CLASS II
 TU0557
 TU0557.The horizontal coordinates were established by classical geodetic methods
 TU0557.and adjusted by the National Geodetic Survey in December 1998..
 TU0557.The horizontal coordinates are valid at the epoch date displayed above.
 TU0557.The epoch date for horizontal control is a decimal equivalence
 TU0557.of Year/Month/Day.
 TU0557
 TU0557.The orthometric height was key entered from printed documents
 TU0557.and not key verified.
 TU0557
 TU0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0557
 TU0557.The geoid height was determined by GEOID03.
 TU0557
 TU0557;                    North         East     Units Scale Factor Converg.
 TU0557;SPC HI 3     -    45,716.798   475,669.074   MT  0.99999731   -0 05 11.1
 TU0557;UTM  04      - 2,386,468.397   579,202.788   MT  0.99967751   +0 16 53.0
 TU0557
 TU0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0557!SPC HI 3     -   0.99999572  x   0.99999731  =   0.99999303
 TU0557!UTM  04      -   0.99999572  x   0.99967751  =   0.99967323
 TU0557
 TU0557|---------------------------------------------------------------------|
 TU0557| PID    Reference Object                     Distance      Geod. Az  |
 TU0557|                                                           dddmmss.s |
 TU0557| TU0558 HIKE 2 RM 1                           5.932 METERS 06012     |
 TU0557| TU1560 CAMP ERDMAN FLAGPOLE                APPROX. 1.1 KM 0912212.5 |
 TU0557| TU0556 HIKE 2 RM 2                           5.933 METERS 24019     |
 TU0557| TU1566 HIKE                                 59.801 METERS 29806     |
 TU0557|---------------------------------------------------------------------|
 TU0557
 TU0557                          SUPERSEDED SURVEY CONTROL
 TU0557
 TU0557  NAD 83(1986)-  21 34 45.79919(N)    158 14 05.79034(W) AD(       ) 2
 TU0557  OLD HI      -  21 34 57.21418(N)    158 14 15.69665(W) AD(       ) 2
 TU0557
 TU0557.Superseded values are not recommended for survey control.
 TU0557.NGS no longer adjusts projects to the OLD HI datum.
 TU0557.See file dsdata.txt to determine how the superseded data were derived.
 TU0557
 TU0557_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7920386468(NAD 83)
 TU0557_MARKER: DS = TRIANGULATION STATION DISK
 TU0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0557_STAMPING: HIKE 2 1963
 TU0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0557+STABILITY: SURFACE MOTION
 TU0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0557+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 TU0557
 TU0557  HISTORY     - Date     Condition        Report By
 TU0557  HISTORY     - 1963     MONUMENTED       CGS
 TU0557  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0557  HISTORY     - 1969     GOOD             NGS
 TU0557  HISTORY     - 20050607 GOOD             TERRSV
 TU0557
 TU0557                          STATION DESCRIPTION
 TU0557
 TU0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0557'STATION IS LOCATED ALONG THE NORTH COAST OF OAHU, ABOUT 3 MILES
 TU0557'AIRLINE EAST OF KAENA POINT AND 3/4 MILE WEST OF CAMP ERDMAN,
 TU0557'IN A BRUSHY STRIP BETWEEN TWO DIRT ROADS, AND ON TOP OF A 16-FOOT
 TU0557'CUTBANK OVERLOOKING THE NORTH, LOWER ROAD.
 TU0557'
 TU0557'TO REACH STATION FROM THE POST OFFICE IN WAIALUA, GO SOUTH ON
 TU0557'GOODALE AVENUE FOR 0.5 MILE.  TAKE RIGHT FORK AND GO WEST ON
 TU0557'STATE HIGHWAY 99 FOR 6.1 MILES TO END OF PAVED ROAD.  CONTINUE
 TU0557'AHEAD, ON GRADED ROAD ALONG COASTLINE, FOR 0.85 MILE TO CAMP
 TU0557'ERDMAN GATE ON RIGHT.  CONTINUE AHEAD ON MAIN ROAD ALONG POWER
 TU0557'LINE FOR 0.8 MILE TO POWER POLE NO. 243 ON LEFT, AND STATION ON
 TU0557'RIGHT, 0.1 MILE BEFORE REACHING CORRAL ON LEFT.
 TU0557'
 TU0557'STATION MARK IS A STANDARD DISK, STAMPED HIKE 2 1963, SET IN THE
 TU0557'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 TU0557'ABOVE GROUND.  IT IS 145 FEET NORTH OF POWER POLE NO. 243, 120
 TU0557'FEET NORTH OF CENTER LINE OF UPPER, MAIN ROAD, 47 FEET SOUTH OF
 TU0557'CENTER LINE OF LOWER ROAD, 19 FEET SOUTH OF EDGE OF 16-FOOT
 TU0557'CUTBANK, 3.5 FEET NORTHWEST OF A WHITE WITNESS POST, AND 228
 TU0557'FEET EAST OF A JUNCTION WHERE THE UPPER AND LOWER ROADS JOIN.
 TU0557'
 TU0557'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED HIKE 2
 TU0557'NO 1 1963, BRAZED TO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT IS
 TU0557'SET IN CEMENT AND PROJECTS 5 INCHES ABOVE GROUND.  IT IS 13 FEET
 TU0557'SOUTH FROM EDGE OF THE CUTBANK, 2 FEET NORTH OF THE BASE OF A
 TU0557'SMALL, ROCK AND GRASS HUMMOCK, AND ABOUT 6 INCHES LOWER THAN
 TU0557'STATION MARK.
 TU0557'
 TU0557'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED HIKE 2 NO
 TU0557'2 1963, BRAZED TO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT IS SET
 TU0557'IN CEMENT AND PROJECTS 6 INCHES ABOVE GROUND.  IT IS 25 FEET
 TU0557'SOUTH FROM EDGE OF THE CUTBANK, IN GRASS AREA AT NORTH EDGE OF
 TU0557'BRUSH, AND AT ABOUT SAME ELEVATION AS STATION MARK.
 TU0557
 TU0557                          STATION RECOVERY (1969)
 TU0557
 TU0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0557'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 TU0557'IN 1963, AND FOUND TO BE IN GOOD CONDITION.
 TU0557'
 TU0557'A GEODIMETER TRAVERSE WAS MADE BETWEEN HIKE 2 1963 AND PAD.
 TU0557'
 TU0557'GEODIMETER DISTANCE 3400.363 METERS OR (11,155.91 FT.).
 TU0557'
 TU0557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0557'7 MILES WEST OF WAIALUA.
 TU0557
 TU0557                          STATION RECOVERY (1969)
 TU0557
 TU0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0557'8.3 MI W FROM WAIALUA.
 TU0557'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0557'THENCE 7.8 MILES WEST ALONG STATE HIGHWAY 99, ABOUT 200 FEET NORTH AND
 TU0557'ACROSS THE HIGHWAY FROM POWER POLE 248, 50 FEET SOUTH OF THE CENTER
 TU0557'LINE OF A TRACK ROAD (SLOPE MEASUREMENT), 19.6 FEET SOUTHWEST OF R.M.
 TU0557'1, 19.4 FEET NORTHEAST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE
 TU0557'POST PROJECTING ABOUT 1/2 FOOT ABOVE THE GROUND.  15 FEET HIGHER THAN
 TU0557'THE ROAD.
 TU0557
 TU0557                          STATION RECOVERY (2005)
 TU0557
 TU0557'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 TU0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0558 ***********************************************************************
 TU0558  DESIGNATION -  HIKE 2 RM 1
 TU0558  PID         -  TU0558
 TU0558  STATE/COUNTY-  HI/HONOLULU
 TU0558  USGS QUAD   -  KAENA (1983)
 TU0558
 TU0558                         *CURRENT SURVEY CONTROL
 TU0558  ___________________________________________________________________
 TU0558* NAD 83(1986)-  21 34 46.     (N)    158 14 05.     (W)     SCALED    
 TU0558* LOCAL TIDAL -        12.554  (meters)      41.19   (feet)  ADJ UNCH  
 TU0558  ___________________________________________________________________
 TU0558  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU0558
 TU0558  VERT ORDER  -  FIRST     CLASS II
 TU0558
 TU0558.The horizontal coordinates were scaled from a topographic map and have
 TU0558.an estimated accuracy of +/- 6 seconds.
 TU0558
 TU0558.The orthometric height was key entered from printed documents
 TU0558.and not key verified.
 TU0558
 TU0558.The geoid height was determined by GEOID03.
 TU0558
 TU0558;                    North         East    Units  Estimated Accuracy
 TU0558;SPC HI 3     -    45,720.      475,690.      MT  (+/- 180 meters Scaled)
 TU0558
 TU0558                          SUPERSEDED SURVEY CONTROL
 TU0558
 TU0558.No superseded survey control is available for this station.
 TU0558
 TU0558_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ792864(NAD 83)
 TU0558_MARKER: DR = REFERENCE MARK DISK
 TU0558_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0558+WITH SETTING: INTO GROUND
 TU0558_STAMPING: HIKE 2 NO 1 1963
 TU0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0558+STABILITY: SURFACE MOTION
 TU0558
 TU0558  HISTORY     - Date     Condition        Report By
 TU0558  HISTORY     - 1963     MONUMENTED       CGS
 TU0558  HISTORY     - 1969     GOOD             NGS
 TU0558
 TU0558                          STATION DESCRIPTION
 TU0558
 TU0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0558'8.3 MI W FROM WAIALUA.
 TU0558'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0558'THENCE 7.8 MILES WEST ALONG STATE HIGHWAY 99, 19.6 FEET NORTHEAST OF
 TU0558'THE STATION, AND WELDED ON THE TOP OF A 2 1/2-INCH IRON PIPE
 TU0558'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0556 ***********************************************************************
 TU0556  DESIGNATION -  HIKE 2 RM 2
 TU0556  PID         -  TU0556
 TU0556  STATE/COUNTY-  HI/HONOLULU
 TU0556  USGS QUAD   -  KAENA (1983)
 TU0556
 TU0556                         *CURRENT SURVEY CONTROL
 TU0556  ___________________________________________________________________
 TU0556* NAD 83(1986)-  21 34 46.     (N)    158 14 05.     (W)     SCALED    
 TU0556* LOCAL TIDAL -        12.607  (meters)      41.36   (feet)  ADJ UNCH  
 TU0556  ___________________________________________________________________
 TU0556  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU0556
 TU0556  VERT ORDER  -  FIRST     CLASS II
 TU0556
 TU0556.The horizontal coordinates were scaled from a topographic map and have
 TU0556.an estimated accuracy of +/- 6 seconds.
 TU0556
 TU0556.The orthometric height was key entered from printed documents
 TU0556.and not key verified.
 TU0556
 TU0556.The geoid height was determined by GEOID03.
 TU0556
 TU0556;                    North         East    Units  Estimated Accuracy
 TU0556;SPC HI 3     -    45,720.      475,690.      MT  (+/- 180 meters Scaled)
 TU0556
 TU0556                          SUPERSEDED SURVEY CONTROL
 TU0556
 TU0556.No superseded survey control is available for this station.
 TU0556
 TU0556_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ792864(NAD 83)
 TU0556_MARKER: DR = REFERENCE MARK DISK
 TU0556_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0556+WITH SETTING: INTO GROUND
 TU0556_STAMPING: HIKE 2 NO 2 1963
 TU0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0556+STABILITY: SURFACE MOTION
 TU0556
 TU0556  HISTORY     - Date     Condition        Report By
 TU0556  HISTORY     - 1963     MONUMENTED       CGS
 TU0556  HISTORY     - 1969     GOOD             NGS
 TU0556
 TU0556                          STATION DESCRIPTION
 TU0556
 TU0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0556'8.3 MI W FROM WAIALUA.
 TU0556'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0556'THENCE 7.8 MILES WEST ALONG STATE HIGHWAY 99, 19.4 FEET SOUTHWEST OF
 TU0556'THE STATION, AND WELDED ON THE TOP OF A 2 1/2-INCH IRON PIPE
 TU0556'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1572 ***********************************************************************
 TU1572  DESIGNATION -  HILL
 TU1572  PID         -  TU1572
 TU1572  STATE/COUNTY-  HI/HONOLULU
 TU1572  USGS QUAD   -  KAENA (1983)
 TU1572
 TU1572                         *CURRENT SURVEY CONTROL
 TU1572  ___________________________________________________________________
 TU1572* NAD 83(1993)-  21 33 53.02823(N)    158 14 23.42924(W)     ADJUSTED  
 TU1572* LOCAL TIDAL -       400.9    (meters)    1315.     (feet)  VERT ANG  
 TU1572  ___________________________________________________________________
 TU1572  EPOCH DATE  -        1993.62
 TU1572  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 TU1572  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU1572
 TU1572  HORZ ORDER  -  THIRD
 TU1572
 TU1572.The horizontal coordinates were established by classical geodetic methods
 TU1572.and adjusted by the National Geodetic Survey in December 1998..
 TU1572.The horizontal coordinates are valid at the epoch date displayed above.
 TU1572.The epoch date for horizontal control is a decimal equivalence
 TU1572.of Year/Month/Day.
 TU1572
 TU1572.The orthometric height was determined by vertical angle observations.
 TU1572
 TU1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1572
 TU1572.The geoid height was determined by GEOID03.
 TU1572
 TU1572;                    North         East     Units Scale Factor Converg.
 TU1572;SPC HI 3     -    44,092.972   475,158.785   MT  0.99999762   -0 05 17.4
 TU1572;UTM  04      - 2,384,841.851   578,703.090   MT  0.99967654   +0 16 45.9
 TU1572
 TU1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1572!SPC HI 3     -   0.99993468  x   0.99999762  =   0.99993230
 TU1572!UTM  04      -   0.99993468  x   0.99967654  =   0.99961124
 TU1572
 TU1572|---------------------------------------------------------------------|
 TU1572| PID    Reference Object                     Distance      Geod. Az  |
 TU1572|                                                           dddmmss.s |
 TU1572| CJ9496 HILL RM 1                            10.901 METERS 10901     |
 TU1572| TU1570 ANTENNA 1958                        422.811 METERS 1645300.4 |
 TU1572| TU1576 CACTUS                              APPROX. 0.6 KM 2570451.6 |
 TU1572| TU1574 TREE                                389.005 METERS 33421     |
 TU1572|---------------------------------------------------------------------|
 TU1572
 TU1572                          SUPERSEDED SURVEY CONTROL
 TU1572
 TU1572  NAD 83(1986)-  21 33 52.97715(N)    158 14 23.44106(W) AD(       ) 3
 TU1572  OLD HI      -  21 34 04.36190(N)    158 14 33.38990(W) AD(       ) 3
 TU1572
 TU1572.Superseded values are not recommended for survey control.
 TU1572.NGS no longer adjusts projects to the OLD HI datum.
 TU1572.See file dsdata.txt to determine how the superseded data were derived.
 TU1572
 TU1572_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7870384842(NAD 83)
 TU1572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1572_SETTING: 66 = SET IN ROCK OUTCROP
 TU1572
 TU1572  HISTORY     - Date     Condition        Report By
 TU1572  HISTORY     - 1958     MONUMENTED       CGS
 TU1572  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1572  HISTORY     - 1964     MARK NOT FOUND   CGS
 TU1572
 TU1572                          STATION DESCRIPTION
 TU1572
 TU1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1572'THE STATION IS ON THE HIGHEST PART OF A PROMINENT HILL 3.0 MILES
 TU1572'EAST OF THE KAENA POINT LIGHT HOUSE, 2.8 MILES SOUTH-EAST OF THE
 TU1572'WEST END OF DILLINGHAM AIR FORCE BASE RUNWAY AND ABOUT 7.0 MILES
 TU1572'NORTH OF WAIANAE, ON OAHU ISLAND, T.H.
 TU1572'
 TU1572'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1572'NORTH ON THE MAIN ROAD FOR 6.9 MILES TO THE END OF THE PAVEMENT AT
 TU1572'A CEMETARY ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO
 TU1572'A T-INTERSECTION ON THE RIGHT, TURN RIGHT AND FOLLOW THE WINDING
 TU1572'ROAD UP THE STEEP HILL FOR 1.6 MILES TO THE TOP AND A
 TU1572'T-INTERSECTION, TURN RIGHT AND FOLLOW THE MAIN ROAD EAST AND
 TU1572'NORTH 1.0 MILE TO ITS END, PACK NORTH UP THE HILL TO THE HIGHEST
 TU1572'POINT AND THE STATION, A 10 MINUTE PACK.
 TU1572'
 TU1572'THE STATION A STANDARD DISK STAMPED HILL 1958 IS SET IN DRILL HOLE
 TU1572'IN AN OUTCROP OF BEDROCK ON THE HIGHEST PART OF THE HILL.
 TU1572'
 TU1572'RERERENCE MARK NO. 1 A STANDARD DISK STAMPED HILL 1958 NO 1, IS
 TU1572'SET IN A DRILL HOLE IN A BOULDER AND IS ABOUT THE SAME ELEVATION
 TU1572'AS THE STATION.
 TU1572'
 TU1572'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1572
 TU1572                          STATION RECOVERY (1960)
 TU1572
 TU1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1572'THIS STATION WAS DESTROYED BY CONSTRUCTION.
 TU1572
 TU1572                          STATION RECOVERY (1964)
 TU1572
 TU1572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1572'THE STATION WAS NOT RECOVERED.  IT WAS PROBABLY DESTROYED WHEN
 TU1572'THE ANGLE TRACKER BUILDING WAS BUILT BECAUSE IT WAS LOCATED ON
 TU1572'THE SAME HILL ON WHICH THIS BUILDING NOW SETS, AND AT ABOUT THE
 TU1572'IDENTICAL POSITION AS STATION ANGLE 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2432 ***********************************************************************
 TU2432  DESIGNATION -  HILL PUEHU 1914
 TU2432  PID         -  TU2432
 TU2432  STATE/COUNTY-  HI/HAWAII
 TU2432  USGS QUAD   -  PUNALUU (1982)
 TU2432
 TU2432                         *CURRENT SURVEY CONTROL
 TU2432  ___________________________________________________________________
 TU2432* NAD 83(1993)-  19 08 33.15331(N)    155 30 48.78587(W)     ADJUSTED  
 TU2432* LOCAL TIDAL -        77.0    (meters)     253.     (feet)  VERT ANG  
 TU2432  ___________________________________________________________________
 TU2432  EPOCH DATE  -        1993.62
 TU2432  LAPLACE CORR-         -10.19  (seconds)                    DEFLEC99
 TU2432  GEOID HEIGHT-          19.42  (meters)                     GEOID03
 TU2432
 TU2432  HORZ ORDER  -  SECOND
 TU2432
 TU2432.The horizontal coordinates were established by classical geodetic methods
 TU2432.and adjusted by the National Geodetic Survey in December 1998..
 TU2432.The horizontal coordinates are valid at the epoch date displayed above.
 TU2432.The epoch date for horizontal control is a decimal equivalence
 TU2432.of Year/Month/Day.
 TU2432
 TU2432.The orthometric height was determined by vertical angle observations.
 TU2432
 TU2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2432
 TU2432.The geoid height was determined by GEOID03.
 TU2432
 TU2432;                    North         East     Units Scale Factor Converg.
 TU2432;SPC HI 1     -    34,225.883   498,574.388   MT  0.99996669   -0 00 16.0
 TU2432;UTM  05      - 2,118,502.195   235,608.018   MT  1.00046419   -0 49 29.0
 TU2432
 TU2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2432!SPC HI 1     -   0.99998484  x   0.99996669  =   0.99995153
 TU2432!UTM  05      -   0.99998484  x   1.00046419  =   1.00044903
 TU2432
 TU2432:                Primary Azimuth Mark                     Grid Az
 TU2432:SPC HI 1     -  KAMEHAME                                 087 10 45.9
 TU2432:UTM  05      -  KAMEHAME                                 087 59 58.9
 TU2432
 TU2432|---------------------------------------------------------------------|
 TU2432| PID    Reference Object                     Distance      Geod. Az  |
 TU2432|                                                           dddmmss.s |
 TU2432| TU2362 KAMEHAME                            APPROX. 5.0 KM 0871029.9 |
 TU2432|---------------------------------------------------------------------|
 TU2432
 TU2432                          SUPERSEDED SURVEY CONTROL
 TU2432
 TU2432  NAD 83(1986)-  19 08 33.13427(N)    155 30 48.83120(W) AD(       ) 2
 TU2432  OLD HI      -  19 08 43.96700(N)    155 30 58.84200(W) AD(       ) 2
 TU2432
 TU2432.Superseded values are not recommended for survey control.
 TU2432.NGS no longer adjusts projects to the OLD HI datum.
 TU2432.See file dsdata.txt to determine how the superseded data were derived.
 TU2432
 TU2432_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3560818502(NAD 83)
 TU2432
 TU2432  HISTORY     - Date     Condition        Report By
 TU2432  HISTORY     - 1914     MONUMENTED       CGS
 TU2432  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2432  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2432  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2432  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2432
 TU2432                          STATION DESCRIPTION
 TU2432
 TU2432'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2432'IN SOUTHERN HAWAII, ON THE HILL NORTHWEST OF PUNALUU WAREHOUSE,
 TU2432'1,300 METERS DISTANT.  MARK IS A TRUNCATED PYRAMID OF
 TU2432'CONCRETE, WHITE.
 TU2432
 TU2432                          STATION RECOVERY (1929)
 TU2432
 TU2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2432'ON THE TOP OF A BARREN, REDDISH COLORED, ROUNDED HILL ABOUT 1300
 TU2432'METERS N. W. OF THE WAREHOUSE AT PUNALUU, HAWAII.  MARKED BY A
 TU2432'TRUNCATED PYRAMID OF CONCRETE 3 FEET IN HEIGHT WITH THE SIDES 3
 TU2432'FEET IN WIDTH AT THE BASE AND 1 FOOT IN WIDTH AT THE TOP.  A 2
 TU2432'INCH PIPE PROJECTS ABOUT 8 INCHES ABOVE THE TOP AND CENTER.  THE
 TU2432'INSCRIPTION, PUEHU, 1904, E, IS IMPRESSED IN THE SEAWARD FACE.
 TU2432
 TU2432                          STATION RECOVERY (1938)
 TU2432
 TU2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2432'LOCATION OF STATION--IN THE SOUTHERN PART OF HAWAII ON THE TOP
 TU2432'OF LONE REDDISH DIRT HILL ABOUT 3/4 MILE ABOVE PUNALUU VILLAGE,
 TU2432'1/2 MILE BELOW THE PAHALA-HONUAPO GOVERNMENT MAIN ROAD AND A FEW
 TU2432'HUNDRED FEET SOUTHWEST OF THE ROAD LEADING DOWN TO PUNALUU.
 TU2432'
 TU2432'OLD STATION MARK FOUND--2 IN PIPE IN CONCRETE MARKED PUEHU 1904.
 TU2432'
 TU2432'NEW STATION MARK--H.T.S.  TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2432'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 IN STEEL BAR 2 FEET
 TU2432'LONG SET ON STEEL LEGS OVER THE STATION WHICH IS LEFT EXPOSED
 TU2432'TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL BAR).
 TU2432
 TU2432                          STATION RECOVERY (1949)
 TU2432
 TU2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2432'THE STATION IS THE CENTER OF A STEEL TARGET AT TRIANGULATION
 TU2432'STATION HILL (PUEHU) WHICH WAS ESTABLISHED BY THE HAWAIIAN
 TU2432'TERRITORY SURVEY.
 TU2432'
 TU2432'THE STATION IS LOCATED ON THE SUMMIT OF A RED CINDER HILL WHICH
 TU2432'HAS BEEN DUG AWAY ON THE SOUTH AND WEST SIDES.  IT LIES ABOUT
 TU2432'4.5 MILES SOUTHWEST OF PAHALA.  ABOUT 4.5 MILES NORTHEAST OF
 TU2432'HONUAPO, ABOUT 0.7 MILE NORTHWEST OF PUNALUU AND ABOUT 100 YARDS
 TU2432'EAST OF THE HIGHWAY WHICH RUNS BETWEEN NAALEHU AND HILO.
 TU2432'
 TU2432'THE TOP OF THE TARGET IS 9.6 FEET HIGHER THAN THE CONCRETE
 TU2432'PLATFORM ON WHICH IT IS SET.
 TU2432'
 TU2432'STATION MAY SOON BE DESTROYED DUE TO HEAVY CINDER EXCAVATION
 TU2432'BEING MADE BY THE HAWAIIAN AGRICULTURAL COMPANY.
 TU2432
 TU2432                          STATION RECOVERY (1967)
 TU2432
 TU2432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2432'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2432'FOLLOWS--
 TU2432'
 TU2432'STATION IS LOCATED ABOUT 3/4-MILE NORTHWEST OF PUNALUU AND
 TU2432'4-1/2 MILES NORTHEAST OF HONUAPO, ALONG SOUTHEAST SIDE OF STATE
 TU2432'HIGHWAY 11, ON A CINDER HILL THAT HAS BEEN QUARRIED ON THE
 TU2432'SOUTHEAST SIDE AND HAS A SHEER CLIFF.
 TU2432'
 TU2432'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTH ON
 TU2432'PIKAKE ST. FOR 0.2 MILE.  TURN RIGHT AND GO 0.85 MILE.  TURN
 TU2432'RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 11 3.8 MILES TO THE
 TU2432'PUNALUU ROAD.  CONTINUE ON THE HIGHWAY 0.4 MILE TO BOARD GATE
 TU2432'ON LEFT, JUST BEYOND MILEPOST NO. 57.  WALK SOUTHEAST ACROSS
 TU2432'PASTURE ABOUT 125 YARDS TO STATION.
 TU2432'
 TU2432'STATION MARK IS THE CENTER OF A 2-1/4-INCH IRON PIPE IN THE
 TU2432'CENTER OF A TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH
 TU2432'SIDE AND PROJECTING 8 INCHES ABOVE GROUND.  A 2-INCH, STEEL SHAFT
 TU2432'ABOUT 2 FEET LONG, IS CENTERED OVER THE PIPE AND SUPPORTS A
 TU2432'REMOVABLE, RED AND WHITE, METAL TARGET 8 FEET HIGH.  STATION IS
 TU2432'10 FEET NORTHWEST OF EDGE OF CLIFF AND 30 FEET NORTHEAST OF
 TU2432'SOUTHWEST END OF HILLTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ8466 ***********************************************************************
 AJ8466  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8466  DESIGNATION -  HILO AIRPORT CORS ARP
 AJ8466  CORS_ID     -  HILO
 AJ8466  PID         -  AJ8466
 AJ8466  STATE/COUNTY-  HI/HAWAII
 AJ8466  USGS QUAD   -  HILO (1995)
 AJ8466
 AJ8466                         *CURRENT SURVEY CONTROL
 AJ8466  ___________________________________________________________________
 AJ8466* NAD 83(CORS)-  19 43 09.03079(N)    155 03 09.62007(W)     ADJUSTED  
 AJ8466* LOCAL TIDAL -                                                        
 AJ8466  ___________________________________________________________________
 AJ8466  EPOCH DATE  -        2002.00
 AJ8466  X           -  -5,446,000.943 (meters)                     COMP
 AJ8466  Y           -  -2,533,419.391 (meters)                     COMP
 AJ8466  Z           -   2,138,467.496 (meters)                     COMP
 AJ8466  ELLIP HEIGHT-          29.13  (meters)          (10/??/02) GPS OBS
 AJ8466  GEOID HEIGHT-          17.60  (meters)                     GEOID03
 AJ8466
 AJ8466  HORZ ORDER  -  SPECIAL (CORS)
 AJ8466  ELLP ORDER  -  SPECIAL (CORS)
 AJ8466
 AJ8466.ITRF positions are available for this station.
 AJ8466.The coordinates were established by GPS observations
 AJ8466.and adjusted by the National Geodetic Survey in October 2002..
 AJ8466.The coordinates are valid at the epoch date displayed above.
 AJ8466.The epoch date for horizontal control is a decimal equivalence
 AJ8466.of Year/Month/Day.
 AJ8466
 AJ8466
 AJ8466.The PID for the CORS L1 Phase Center is AJ8467.
 AJ8466
 AJ8466.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8466
 AJ8466.The ellipsoidal height was determined by GPS observations
 AJ8466.and is referenced to NAD 83.
 AJ8466
 AJ8466.The geoid height was determined by GEOID03.
 AJ8466
 AJ8466;                    North         East     Units Scale Factor Converg.
 AJ8466;SPC HI 1     -    98,117.127   546,892.808   MT  0.99999384   +0 09 03.4
 AJ8466
 AJ8466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8466!SPC HI 1     -   0.99999542  x   0.99999384  =   0.99998926
 AJ8466
 AJ8466                          SUPERSEDED SURVEY CONTROL
 AJ8466
 AJ8466  NAD 83(CORS)-  19 43 09.03663(N)    155 03 09.63052(W) AD(1997.00) c
 AJ8466  NAD 83(CORS)-  19 43 09.03663(N)    155 03 09.63052(W) AD(1993.62) c
 AJ8466  ELLIP H (03/??/02)   29.03   (m)                       GP(1993.62) c c
 AJ8466  ELLIP H (03/??/02)   29.03   (m)                       GP(1997.00) c c
 AJ8466
 AJ8466.Superseded values are not recommended for survey control.
 AJ8466.NGS no longer adjusts projects to the OLD HI datum.
 AJ8466.See file dsdata.txt to determine how the superseded data were derived.
 AJ8466
 AJ8466_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8486681706(NAD 83)
 AJ8466_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8466
 AJ8466                          STATION DESCRIPTION
 AJ8466
 AJ8466'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ8466'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8466'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8466'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8466'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8466'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ8467 ***********************************************************************
 AJ8467  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8467  DESIGNATION -  HILO AIRPORT CORS L1 PHASE CENTER
 AJ8467  CORS_ID     -  HILO
 AJ8467  PID         -  AJ8467
 AJ8467  STATE/COUNTY-  HI/HAWAII
 AJ8467  USGS QUAD   -  HILO (1995)
 AJ8467
 AJ8467                         *CURRENT SURVEY CONTROL
 AJ8467  ___________________________________________________________________
 AJ8467* NAD 83(CORS)-  19 43 09.03080(N)    155 03 09.62008(W)     ADJUSTED  
 AJ8467* LOCAL TIDAL -                                                        
 AJ8467  ___________________________________________________________________
 AJ8467  EPOCH DATE  -        2002.00
 AJ8467  X           -  -5,446,001.037 (meters)                     COMP
 AJ8467  Y           -  -2,533,419.435 (meters)                     COMP
 AJ8467  Z           -   2,138,467.534 (meters)                     COMP
 AJ8467  ELLIP HEIGHT-          29.24  (meters)          (10/??/02) GPS OBS
 AJ8467  GEOID HEIGHT-          17.60  (meters)                     GEOID03
 AJ8467
 AJ8467  HORZ ORDER  -  SPECIAL (CORS)
 AJ8467  ELLP ORDER  -  SPECIAL (CORS)
 AJ8467
 AJ8467.ITRF positions are available for this station.
 AJ8467.The coordinates were established by GPS observations
 AJ8467.and adjusted by the National Geodetic Survey in October 2002..
 AJ8467.The coordinates are valid at the epoch date displayed above.
 AJ8467.The epoch date for horizontal control is a decimal equivalence
 AJ8467.of Year/Month/Day.
 AJ8467
 AJ8467
 AJ8467.The PID for the CORS ARP is AJ8466.
 AJ8467
 AJ8467.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8467
 AJ8467.The ellipsoidal height was determined by GPS observations
 AJ8467.and is referenced to NAD 83.
 AJ8467
 AJ8467.The geoid height was determined by GEOID03.
 AJ8467
 AJ8467;                    North         East     Units Scale Factor Converg.
 AJ8467;SPC HI 1     -    98,117.128   546,892.808   MT  0.99999384   +0 09 03.4
 AJ8467
 AJ8467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8467!SPC HI 1     -   0.99999540  x   0.99999384  =   0.99998924
 AJ8467
 AJ8467                          SUPERSEDED SURVEY CONTROL
 AJ8467
 AJ8467  NAD 83(CORS)-  19 43 09.03664(N)    155 03 09.63053(W) AD(1997.00) c
 AJ8467  NAD 83(CORS)-  19 43 09.03664(N)    155 03 09.63053(W) AD(1993.62) c
 AJ8467  ELLIP H (03/??/02)   29.13   (m)                       GP(1993.62) c c
 AJ8467  ELLIP H (03/??/02)   29.13   (m)                       GP(1997.00) c c
 AJ8467
 AJ8467.Superseded values are not recommended for survey control.
 AJ8467.NGS no longer adjusts projects to the OLD HI datum.
 AJ8467.See file dsdata.txt to determine how the superseded data were derived.
 AJ8467
 AJ8467_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8486681706(NAD 83)
 AJ8467_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ8467
 AJ8467                          STATION DESCRIPTION
 AJ8467
 AJ8467'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ8467'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8467'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8467'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8467'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8467'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2197 ***********************************************************************
 TU2197  DESIGNATION -  HILO BULK SUGAR BINS W LIGHT
 TU2197  PID         -  TU2197
 TU2197  STATE/COUNTY-  HI/HAWAII
 TU2197  USGS QUAD   -  HILO (1995)
 TU2197
 TU2197                         *CURRENT SURVEY CONTROL
 TU2197  ___________________________________________________________________
 TU2197* NAD 83(1993)-  19 43 46.72164(N)    155 03 09.63849(W)     ADJUSTED  
 TU2197* LOCAL TIDAL -                                                        
 TU2197  ___________________________________________________________________
 TU2197  EPOCH DATE  -        1993.62
 TU2197  LAPLACE CORR-         -17.36  (seconds)                    DEFLEC99
 TU2197  GEOID HEIGHT-          17.53  (meters)                     GEOID03
 TU2197
 TU2197  HORZ ORDER  -  THIRD
 TU2197
 TU2197.The horizontal coordinates were established by classical geodetic methods
 TU2197.and adjusted by the National Geodetic Survey in December 1998..
 TU2197.The horizontal coordinates are valid at the epoch date displayed above.
 TU2197.The epoch date for horizontal control is a decimal equivalence
 TU2197.of Year/Month/Day.
 TU2197
 TU2197
 TU2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2197
 TU2197.The geoid height was determined by GEOID03.
 TU2197
 TU2197;                    North         East     Units Scale Factor Converg.
 TU2197;SPC HI 1     -    99,276.117   546,889.218   MT  0.99999383   +0 09 03.6
 TU2197;UTM  05      - 2,182,865.514   284,879.243   MT  1.00017203   -0 41 35.6
 TU2197
 TU2197                          SUPERSEDED SURVEY CONTROL
 TU2197
 TU2197  NAD 83(1986)-  19 43 46.68910(N)    155 03 09.65782(W) AD(       ) 4
 TU2197  OLD HI      -  19 43 57.62900(N)    155 03 19.62300(W) AD(       ) 3
 TU2197
 TU2197.Superseded values are not recommended for survey control.
 TU2197.NGS no longer adjusts projects to the OLD HI datum.
 TU2197.See file dsdata.txt to determine how the superseded data were derived.
 TU2197
 TU2197_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8487982866(NAD 83)
 TU2197
 TU2197  HISTORY     - Date     Condition        Report By
 TU2197  HISTORY     - 1949     MONUMENTED       CGS
 TU2197  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2197  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2197  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU2197
 TU2197                          STATION DESCRIPTION
 TU2197
 TU2197'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2197'THE STATION IS THE RED LIGHT ON THE WEST END OF THE ROOF OF THE
 TU2197'BULK SUGAR STORAGE BINS.
 TU2197'
 TU2197'THE STORAGE BINS ARE FOUR STEEL TANKS ABOUT 100 FEET HIGH
 TU2197'COVERED BY A METAL ROOF AND CONSTITUTE THE MOST PROMINENT
 TU2197'BUILDING IN THE HARBOR AREA.  THE HEIGHT TO THE TOP OF THE RED
 TU2197'LIGHT IS 121 FEET.
 TU2197'
 TU2197'THE BUILDING LIES ABOUT 0.2 MILE SOUTH OF THE HILO BREAKWATER
 TU2197'AND ABOUT 150 YARDS EAST OF THE LOADING DOCK.
 TU2197
 TU2197                          STATION RECOVERY (1962)
 TU2197
 TU2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2197'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU2197'1949.  THE DESCRIPTION IS ADEQUUATE WITH THE ADDITION THAT THERE
 TU2197'IS A SIMILAR OBSTRUCTION LIGHT ON THE EASTERLY END OF THE
 TU2197'BUILDING.
 TU2197
 TU2197                          STATION RECOVERY (1966)
 TU2197
 TU2197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2197'STATION WAS RECOVERED.  IT IS THE RED OBSTRUCTION LIGHT MOUNTED
 TU2197'ON THE WEST END OF THE LARGE RECTANGULAR BUILDING WHICH HOUSES
 TU2197'THE 4 SUGAR STORAGE TANKS AT THE HILO DOCK COMPLEX.  THIS
 TU2197'BUILDING IS THE HIGHEST AND MOST PROMINENT IN THE VICINITY, AND
 TU2197'HAS A RED AND WHITE CHECKERED ROOF.  LOCATED ABOUT 2-1/4 MILES
 TU2197'EAST OF HILO AND 400 FEET EAST OF THE SOUTH END OF PIER 1.
 TU2197
 TU2197                          STATION RECOVERY (1976)
 TU2197
 TU2197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2197'RECOVERED AS DESCRIBED IN 1966.
 TU2197'
 TU2197'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2197'IN HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2246 ***********************************************************************
 TU2246  DESIGNATION -  HILO COMTEC MAST
 TU2246  PID         -  TU2246
 TU2246  STATE/COUNTY-  HI/HAWAII
 TU2246  USGS QUAD   -  HILO (1995)
 TU2246
 TU2246                         *CURRENT SURVEY CONTROL
 TU2246  ___________________________________________________________________
 TU2246* NAD 83(1993)-  19 42 40.16035(N)    155 04 32.86042(W)     ADJUSTED  
 TU2246* LOCAL TIDAL -                                                        
 TU2246  ___________________________________________________________________
 TU2246  EPOCH DATE  -        1993.62
 TU2246  LAPLACE CORR-         -17.55  (seconds)                    DEFLEC99
 TU2246  GEOID HEIGHT-          18.22  (meters)                     GEOID03
 TU2246
 TU2246  HORZ ORDER  -  THIRD
 TU2246
 TU2246.The horizontal coordinates were established by classical geodetic methods
 TU2246.and adjusted by the National Geodetic Survey in December 1998..
 TU2246.The horizontal coordinates are valid at the epoch date displayed above.
 TU2246.The epoch date for horizontal control is a decimal equivalence
 TU2246.of Year/Month/Day.
 TU2246
 TU2246
 TU2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2246
 TU2246.The geoid height was determined by GEOID03.
 TU2246
 TU2246;                    North         East     Units Scale Factor Converg.
 TU2246;SPC HI 1     -    97,223.146   544,471.106   MT  0.99999110   +0 08 35.1
 TU2246;UTM  05      - 2,180,848.002   282,430.703   MT  1.00018513   -0 42 01.4
 TU2246
 TU2246                          SUPERSEDED SURVEY CONTROL
 TU2246
 TU2246  NAD 83(1986)-  19 42 40.12867(N)    155 04 32.88004(W) AD(       ) 4
 TU2246  OLD HI      -  19 42 51.06699(N)    155 04 42.84836(W) AD(       ) 3
 TU2246
 TU2246.Superseded values are not recommended for survey control.
 TU2246.NGS no longer adjusts projects to the OLD HI datum.
 TU2246.See file dsdata.txt to determine how the superseded data were derived.
 TU2246
 TU2246_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8243180848(NAD 83)
 TU2246
 TU2246  HISTORY     - Date     Condition        Report By
 TU2246  HISTORY     - 1977     MONUMENTED       NGS
 TU2246  HISTORY     - 19970120 GOOD             USPSQD
 TU2246
 TU2246                          STATION DESCRIPTION
 TU2246
 TU2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2246'STATION IS THE TOP CENTER OF A MAST OWNED BY THE COMTEC
 TU2246'COMPANY.  IT IS PAINTED RED AND WHITE, HAS TWO RECEIVING
 TU2246'DISHES ON IT NEAR THE TOP, IS 80 FEET HIGH AND MOUNTED ON A
 TU2246'BUILDING WHICH IS 20 FEET HIGH.
 TU2246'
 TU2246'THE STATION IS LOCATED IN HILO, AT THE HILO SHOPPING CENTER,
 TU2246'JUST EAST OF THE INTERSECTION OF KILAUEA AVENUE AND KEKUANAOA
 TU2246'STREET AND ON TOP OF THE BUILDING WHICH HOUSES THE COMTEC
 TU2246'OFFICE, 74 KEKUANAOA STREET, HILO, HAWAII--PHONE NUMBER 935-2995.
 TU2246
 TU2246                          STATION RECOVERY (1997)
 TU2246
 TU2246'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2198 ***********************************************************************
 TU2198  DESIGNATION -  HILO HARBOR COMMISSIONERS TANK
 TU2198  PID         -  TU2198
 TU2198  STATE/COUNTY-  HI/HAWAII
 TU2198  USGS QUAD   -  HILO (1995)
 TU2198
 TU2198                         *CURRENT SURVEY CONTROL
 TU2198  ___________________________________________________________________
 TU2198* NAD 83(1993)-  19 43 43.61544(N)    155 03 16.47749(W)     ADJUSTED  
 TU2198* LOCAL TIDAL -                                                        
 TU2198  ___________________________________________________________________
 TU2198  EPOCH DATE  -        1993.62
 TU2198  LAPLACE CORR-         -17.35  (seconds)                    DEFLEC99
 TU2198  GEOID HEIGHT-          17.58  (meters)                     GEOID03
 TU2198
 TU2198  HORZ ORDER  -  THIRD
 TU2198
 TU2198.The horizontal coordinates were established by classical geodetic methods
 TU2198.and adjusted by the National Geodetic Survey in December 1998..
 TU2198.The horizontal coordinates are valid at the epoch date displayed above.
 TU2198.The epoch date for horizontal control is a decimal equivalence
 TU2198.of Year/Month/Day.
 TU2198
 TU2198
 TU2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2198
 TU2198.The geoid height was determined by GEOID03.
 TU2198
 TU2198;                    North         East     Units Scale Factor Converg.
 TU2198;SPC HI 1     -    99,180.078   546,690.333   MT  0.99999360   +0 09 01.3
 TU2198;UTM  05      - 2,182,772.399   284,678.928   MT  1.00017309   -0 41 37.8
 TU2198
 TU2198                          SUPERSEDED SURVEY CONTROL
 TU2198
 TU2198  NAD 83(1986)-  19 43 43.58276(N)    155 03 16.49602(W) AD(       ) 4
 TU2198  OLD HI      -  19 43 54.52600(N)    155 03 26.46300(W) AD(       ) 3
 TU2198
 TU2198.Superseded values are not recommended for survey control.
 TU2198.NGS no longer adjusts projects to the OLD HI datum.
 TU2198.See file dsdata.txt to determine how the superseded data were derived.
 TU2198
 TU2198_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8467982772(NAD 83)
 TU2198
 TU2198  HISTORY     - Date     Condition        Report By
 TU2198  HISTORY     - 1951     MONUMENTED       CGS
 TU2198  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2198  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2198  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2198  HISTORY     - 19970120 GOOD             USPSQD
 TU2198
 TU2198                          STATION DESCRIPTION
 TU2198
 TU2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CAG)
 TU2198'THE ELEVATED WATER TANK OF THE BOARD OF HARBOR COMMISSIONERS.  THE
 TU2198'TANK IS 183 FEET HIGH.
 TU2198
 TU2198                          STATION RECOVERY (1975)
 TU2198
 TU2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2198'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A CYLINDRICAL,
 TU2198'FLAT-TOPPED TANK (ELEVATED), PAINTED IN A RED AND WHITE CHECKERED
 TU2198'PATTERN.
 TU2198'
 TU2198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2198'AT HILO.
 TU2198
 TU2198                          STATION RECOVERY (1977)
 TU2198
 TU2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2198'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS THE TOP AND
 TU2198'CENTER OF AN ORANGE AND WHITE-CHECKED WATER TANK LOCATED NEAR
 TU2198'THE DOCKS AT THE EAST END OF KUHIO BAY IN THE EAST SECTION OF
 TU2198'HILO.  THE TANK IS MOUNTED ON SIX LEGS, IS ABOUT 180 FEET HIGH,
 TU2198'HAS A RED LIGHT ON TOP, AND IS NOW OWNED BY THE HAWAII STATE
 TU2198'TRANSPORTATION DEPARTMENT, HARBORS DIVISION.
 TU2198
 TU2198                          STATION RECOVERY (1978)
 TU2198
 TU2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2198'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU2198'
 TU2198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2198'AT HILO.
 TU2198
 TU2198                          STATION RECOVERY (1997)
 TU2198
 TU2198'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2255 ***********************************************************************
 TU2255  DESIGNATION -  HILO HAWAIIAN TELEPHONE CO TWR
 TU2255  PID         -  TU2255
 TU2255  STATE/COUNTY-  HI/HAWAII
 TU2255  USGS QUAD   -  HILO (1995)
 TU2255
 TU2255                         *CURRENT SURVEY CONTROL
 TU2255  ___________________________________________________________________
 TU2255* NAD 83(1993)-  19 43 58.66534(N)    155 00 37.07376(W)     ADJUSTED  
 TU2255* LOCAL TIDAL -                                                        
 TU2255  ___________________________________________________________________
 TU2255  EPOCH DATE  -        1993.62
 TU2255  LAPLACE CORR-         -18.11  (seconds)                    DEFLEC99
 TU2255  GEOID HEIGHT-          16.45  (meters)                     GEOID03
 TU2255
 TU2255  HORZ ORDER  -  THIRD
 TU2255
 TU2255.The horizontal coordinates were established by classical geodetic methods
 TU2255.and adjusted by the National Geodetic Survey in December 1998..
 TU2255.The horizontal coordinates are valid at the epoch date displayed above.
 TU2255.The epoch date for horizontal control is a decimal equivalence
 TU2255.of Year/Month/Day.
 TU2255
 TU2255
 TU2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2255
 TU2255.The geoid height was determined by GEOID03.
 TU2255
 TU2255;                    North         East     Units Scale Factor Converg.
 TU2255;SPC HI 1     -    99,655.651   551,330.496   MT  0.99999922   +0 09 55.2
 TU2255;UTM  05      - 2,183,179.615   289,326.360   MT  1.00014862   -0 40 44.4
 TU2255
 TU2255                          SUPERSEDED SURVEY CONTROL
 TU2255
 TU2255  NAD 83(1986)-  19 43 58.63180(N)    155 00 37.09378(W) AD(       ) 4
 TU2255  OLD HI      -  19 44 09.56838(N)    155 00 47.05670(W) AD(       ) 3
 TU2255
 TU2255.Superseded values are not recommended for survey control.
 TU2255.NGS no longer adjusts projects to the OLD HI datum.
 TU2255.See file dsdata.txt to determine how the superseded data were derived.
 TU2255
 TU2255_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8932683180(NAD 83)
 TU2255
 TU2255  HISTORY     - Date     Condition        Report By
 TU2255  HISTORY     - 1977     MONUMENTED       NGS
 TU2255
 TU2255                          STATION DESCRIPTION
 TU2255
 TU2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2255'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE CENTER OF HILO
 TU2255'AND 1/2 MILE WEST-SOUTHWEST OF LELEIWI POINT, AND IS THE TOP AND
 TU2255'CENTER OF A 3-LEGGED STEEL TOWER THAT IS ABOUT 120 FEET HIGH, IS
 TU2255'PAINTED ORANGE AND WHITE, AND HAS THREE DISKS AND TWO FLAT
 TU2255'REFLECTORS MOUNTED ON IT.  THE TOWER IS OWNED BY THE HAWAIIAN
 TU2255'TELEPHONE COMPANY.
 TU2255'
 TU2255'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2255'19 IN THE EAST PART OF HILO GO EAST ON KALANIANAOLE STREET 3.6
 TU2255'MILES TO THE END OF THE PAVED ROAD.  CONTINUE EAST AND SOUTHEAST
 TU2255'ON A GRAVELED ROAD 0.1 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 TU2255'RIGHT AND GO SOUTH 0.1 MILE TO THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2219 ***********************************************************************
 TU2219  DESIGNATION -  HILO HONGWANJI CHURCH STEEPLE
 TU2219  PID         -  TU2219
 TU2219  STATE/COUNTY-  HI/HAWAII
 TU2219  USGS QUAD   -  HILO (1995)
 TU2219
 TU2219                         *CURRENT SURVEY CONTROL
 TU2219  ___________________________________________________________________
 TU2219* NAD 83(1993)-  19 43 11.28683(N)    155 05 00.15810(W)     ADJUSTED  
 TU2219* LOCAL TIDAL -                                                        
 TU2219  ___________________________________________________________________
 TU2219  EPOCH DATE  -        1993.62
 TU2219  LAPLACE CORR-         -17.82  (seconds)                    DEFLEC99
 TU2219  GEOID HEIGHT-          18.35  (meters)                     GEOID03
 TU2219
 TU2219  HORZ ORDER  -  THIRD
 TU2219
 TU2219.The horizontal coordinates were established by classical geodetic methods
 TU2219.and adjusted by the National Geodetic Survey in December 1998..
 TU2219.The horizontal coordinates are valid at the epoch date displayed above.
 TU2219.The epoch date for horizontal control is a decimal equivalence
 TU2219.of Year/Month/Day.
 TU2219
 TU2219
 TU2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2219
 TU2219.The geoid height was determined by GEOID03.
 TU2219
 TU2219;                    North         East     Units Scale Factor Converg.
 TU2219;SPC HI 1     -    98,178.312   543,673.824   MT  0.99999023   +0 08 26.1
 TU2219;UTM  05      - 2,181,814.994   281,647.417   MT  1.00018935   -0 42 11.7
 TU2219
 TU2219                          SUPERSEDED SURVEY CONTROL
 TU2219
 TU2219  NAD 83(1986)-  19 43 11.25555(N)    155 05 00.17757(W) AD(       ) 4
 TU2219  OLD HI      -  19 43 22.19600(N)    155 05 10.14400(W) AD(       ) 3
 TU2219
 TU2219.Superseded values are not recommended for survey control.
 TU2219.NGS no longer adjusts projects to the OLD HI datum.
 TU2219.See file dsdata.txt to determine how the superseded data were derived.
 TU2219
 TU2219_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8164781815(NAD 83)
 TU2219
 TU2219  HISTORY     - Date     Condition        Report By
 TU2219  HISTORY     - 1949     MONUMENTED       CGS
 TU2219  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2219  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2219  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2219  HISTORY     - 19970120 GOOD             USPSQD
 TU2219
 TU2219                          STATION DESCRIPTION
 TU2219
 TU2219'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2219'THE STATION IS THE TOP AND CENTER OF THE STEEPLE ON THE ROOF
 TU2219'OF THE HONGWANJI CHURCH IN THE TOWN OF HILO.
 TU2219'
 TU2219'THE STEEPLE IS ON THE EAST END OF THE ROOF AND IS 73 FEET IN
 TU2219'HEIGHT.  A LARGE BELL HUNG UNDER THE ROOF.
 TU2219'
 TU2219'THE CHURCH IS LOCATED ON KILAUEA AVENUE ABOUT 200 FEET SOUTH
 TU2219'OF KUKUAU STREET.
 TU2219
 TU2219                          STATION RECOVERY (1962)
 TU2219
 TU2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2219'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU2219'1949.  THE STEEPLE IS A SQUARE STRUCTURE ON THE EAST END OF THE
 TU2219'BUILDING, SURMOUNTED BY A HEMISPHERIC COPPER SHEATHED DOME
 TU2219'FROM WHICH PROJECTS A SMALL FINAL.
 TU2219
 TU2219                          STATION RECOVERY (1966)
 TU2219
 TU2219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2219'STATION WAS RECOVERED.  IT IS THE CENTER OF THE DOME-SHAPED STEEPLE
 TU2219'ON THE EAST END OF THE HONGWANJI CHURCH, WHICH SETS IN THE
 TU2219'SOUTH ANGLE OF THE INTERSECTION OF KILAUEA AVE. AND KUKUAU ST.
 TU2219
 TU2219                          STATION RECOVERY (1977)
 TU2219
 TU2219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2219'THE STATION WAS RECOVERED AS DESCRIBED IN 1966.
 TU2219
 TU2219                          STATION RECOVERY (1997)
 TU2219
 TU2219'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2256 ***********************************************************************
 TU2256  DESIGNATION -  HILO KHLO RADIO TOWER
 TU2256  PID         -  TU2256
 TU2256  STATE/COUNTY-  HI/HAWAII
 TU2256  USGS QUAD   -  HILO (1995)
 TU2256
 TU2256                         *CURRENT SURVEY CONTROL
 TU2256  ___________________________________________________________________
 TU2256* NAD 83(1993)-  19 43 59.57575(N)    155 01 57.83705(W)     ADJUSTED  
 TU2256* LOCAL TIDAL -                                                        
 TU2256  ___________________________________________________________________
 TU2256  EPOCH DATE  -        1993.62
 TU2256  LAPLACE CORR-         -17.63  (seconds)                    DEFLEC99
 TU2256  GEOID HEIGHT-          17.01  (meters)                     GEOID03
 TU2256
 TU2256  HORZ ORDER  -  THIRD
 TU2256
 TU2256.The horizontal coordinates were established by classical geodetic methods
 TU2256.and adjusted by the National Geodetic Survey in December 1998..
 TU2256.The horizontal coordinates are valid at the epoch date displayed above.
 TU2256.The epoch date for horizontal control is a decimal equivalence
 TU2256.of Year/Month/Day.
 TU2256
 TU2256
 TU2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2256
 TU2256.The geoid height was determined by GEOID03.
 TU2256
 TU2256;                    North         East     Units Scale Factor Converg.
 TU2256;SPC HI 1     -    99,677.015   548,978.821   MT  0.99999631   +0 09 28.0
 TU2256;UTM  05      - 2,183,235.641   286,974.886   MT  1.00016093   -0 41 11.7
 TU2256
 TU2256                          SUPERSEDED SURVEY CONTROL
 TU2256
 TU2256  NAD 83(1986)-  19 43 59.54215(N)    155 01 57.85587(W) AD(       ) 4
 TU2256  OLD HI      -  19 44 10.48043(N)    155 02 07.82060(W) AD(       ) 3
 TU2256
 TU2256.Superseded values are not recommended for survey control.
 TU2256.NGS no longer adjusts projects to the OLD HI datum.
 TU2256.See file dsdata.txt to determine how the superseded data were derived.
 TU2256
 TU2256_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8697583236(NAD 83)
 TU2256
 TU2256  HISTORY     - Date     Condition        Report By
 TU2256  HISTORY     - 1977     MONUMENTED       NGS
 TU2256
 TU2256                          STATION DESCRIPTION
 TU2256
 TU2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2256'THE STATION IS LOCATED IN THE EAST PART OF HILO AND IS THE TOP
 TU2256'AND CENTER OF A 4-LEGGED STEEL TOWER ABOUT 180 FEET HIGH THAT
 TU2256'IS PAINTED ORANGE AND WHITE, HAS A LIGHT MOUNTED ON THE TOP, IS
 TU2256'ABOUT 250 FEET SOUTHWEST OF A HOUSE AT 1650 KALANIANAOLE STREET,
 TU2256'AND IS OWNED BY THE KHLO RADIO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2205 ***********************************************************************
 TU2205  DESIGNATION -  HILO KHVH TV MAST
 TU2205  PID         -  TU2205
 TU2205  STATE/COUNTY-  HI/HAWAII
 TU2205  USGS QUAD   -  HILO (1995)
 TU2205
 TU2205                         *CURRENT SURVEY CONTROL
 TU2205  ___________________________________________________________________
 TU2205* NAD 83(1993)-  19 43 46.07345(N)    155 03 53.55767(W)     ADJUSTED  
 TU2205* LOCAL TIDAL -                                                        
 TU2205  ___________________________________________________________________
 TU2205  EPOCH DATE  -        1993.62
 TU2205  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 TU2205  GEOID HEIGHT-          17.83  (meters)                     GEOID03
 TU2205
 TU2205  HORZ ORDER  -  THIRD
 TU2205
 TU2205.The horizontal coordinates were established by classical geodetic methods
 TU2205.and adjusted by the National Geodetic Survey in December 1998..
 TU2205.The horizontal coordinates are valid at the epoch date displayed above.
 TU2205.The epoch date for horizontal control is a decimal equivalence
 TU2205.of Year/Month/Day.
 TU2205
 TU2205
 TU2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2205
 TU2205.The geoid height was determined by GEOID03.
 TU2205
 TU2205;                    North         East     Units Scale Factor Converg.
 TU2205;SPC HI 1     -    99,252.861   545,610.446   MT  0.99999237   +0 08 48.8
 TU2205;UTM  05      - 2,182,861.101   283,600.034   MT  1.00017885   -0 41 50.4
 TU2205
 TU2205                          SUPERSEDED SURVEY CONTROL
 TU2205
 TU2205  NAD 83(1986)-  19 43 46.04151(N)    155 03 53.57615(W) AD(       ) 4
 TU2205  OLD HI      -  19 43 56.98280(N)    155 04 03.54280(W) AD(       ) 3
 TU2205
 TU2205.Superseded values are not recommended for survey control.
 TU2205.NGS no longer adjusts projects to the OLD HI datum.
 TU2205.See file dsdata.txt to determine how the superseded data were derived.
 TU2205
 TU2205_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8360082861(NAD 83)
 TU2205
 TU2205  HISTORY     - Date     Condition        Report By
 TU2205  HISTORY     - 1967     MONUMENTED       CGS
 TU2205  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2205  HISTORY     - 19970120 GOOD             USPSQD
 TU2205
 TU2205                          STATION DESCRIPTION
 TU2205
 TU2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2205'STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF HILO, ON WAIAKEA
 TU2205'PENINSULA, AT THE SOUTH SIDE OF HILO BAY.
 TU2205'
 TU2205'STATION IS THE WHITE MAST, ABOUT 35 FEET TALL, WITH RED OBSTRUCTION
 TU2205'LIGHT ON TOP, MOUNTED ON THE ROOF OF THE NANILOA HOTEL, 48 FEET
 TU2205'SOUTH FROM NORTH END OF ROOF.  TOP OF MAST IS 139 FEET ABOVE
 TU2205'GROUND.
 TU2205'
 TU2205'NANILOA HOTEL IS A LONG, NARROW, SLIGHTLY CURVING STRUCTURE, 13
 TU2205'STORIES HIGH.  THE ROOF IS ABOUT 104 FEET ABOVE GROUND.  THE
 TU2205'ELEVATOR HOUSING, ON NORTH END OF BUILDING, EXTENDS ABOUT 16 FEET
 TU2205'ABOVE THE ROOF-LINE.
 TU2205
 TU2205                          STATION RECOVERY (1977)
 TU2205
 TU2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2205'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1967
 TU2205'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE STATION CALL
 TU2205'LETTERS ARE NOW KHVO TV AND THE MAST IS THE TALLEST ONE OF TWO
 TU2205'MASTS ON THE TOP OF THE NANILOA HOTEL.
 TU2205
 TU2205                          STATION RECOVERY (1997)
 TU2205
 TU2205'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2237 ***********************************************************************
 TU2237  DESIGNATION -  HILO LATITUDE STATION
 TU2237  PID         -  TU2237
 TU2237  STATE/COUNTY-  HI/HAWAII
 TU2237  USGS QUAD   -  HILO (1995)
 TU2237
 TU2237                         *CURRENT SURVEY CONTROL
 TU2237  ___________________________________________________________________
 TU2237* NAD 83(1993)-  19 42 59.86013(N)    155 05 47.66227(W)     ADJUSTED  
 TU2237* LOCAL TIDAL -       109.     (meters)     358.     (feet)  SCALED    
 TU2237  ___________________________________________________________________
 TU2237  EPOCH DATE  -        1993.62
 TU2237  LAPLACE CORR-         -18.21  (seconds)                    DEFLEC99
 TU2237  GEOID HEIGHT-          18.71  (meters)                     GEOID03
 TU2237
 TU2237  HORZ ORDER  -  SECOND
 TU2237
 TU2237.The horizontal coordinates were established by classical geodetic methods
 TU2237.and adjusted by the National Geodetic Survey in December 1998..
 TU2237.The horizontal coordinates are valid at the epoch date displayed above.
 TU2237.The epoch date for horizontal control is a decimal equivalence
 TU2237.of Year/Month/Day.
 TU2237
 TU2237.The orthometric height was scaled from a topographic map.
 TU2237
 TU2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2237
 TU2237.The geoid height was determined by GEOID03.
 TU2237
 TU2237;                    North         East     Units Scale Factor Converg.
 TU2237;SPC HI 1     -    97,823.603   542,291.369   MT  0.99998876   +0 08 10.0
 TU2237;UTM  05      - 2,181,480.614   280,259.606   MT  1.00019686   -0 42 27.4
 TU2237
 TU2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2237!SPC HI 1     -   0.99997993  x   0.99998876  =   0.99996869
 TU2237!UTM  05      -   0.99997993  x   1.00019686  =   1.00017678
 TU2237
 TU2237                          SUPERSEDED SURVEY CONTROL
 TU2237
 TU2237  NAD 83(1986)-  19 42 59.82917(N)    155 05 47.68324(W) AD(       ) 2
 TU2237  OLD HI      -  19 43 10.77100(N)    155 05 57.65200(W) AD(       ) 2
 TU2237
 TU2237.Superseded values are not recommended for survey control.
 TU2237.NGS no longer adjusts projects to the OLD HI datum.
 TU2237.See file dsdata.txt to determine how the superseded data were derived.
 TU2237
 TU2237_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8026081481(NAD 83)
 TU2237
 TU2237  HISTORY     - Date     Condition        Report By
 TU2237  HISTORY     - 1887     MONUMENTED       CGS
 TU2237
 TU2237                          STATION DESCRIPTION
 TU2237
 TU2237'DESCRIBED BY COAST AND GEODETIC SURVEY 1887
 TU2237'SEE STATION HALAI (HGS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2196 ***********************************************************************
 TU2196  DESIGNATION -  HILO LYMAN FIELD AIRPORT BCN
 TU2196  PID         -  TU2196
 TU2196  STATE/COUNTY-  HI/HAWAII
 TU2196  USGS QUAD   -  HILO (1995)
 TU2196
 TU2196                         *CURRENT SURVEY CONTROL
 TU2196  ___________________________________________________________________
 TU2196* NAD 83(1993)-  19 43 01.35793(N)    155 03 09.21042(W)     ADJUSTED  
 TU2196* LOCAL TIDAL -                                                        
 TU2196  ___________________________________________________________________
 TU2196  EPOCH DATE  -        1993.62
 TU2196  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 TU2196  GEOID HEIGHT-          17.61  (meters)                     GEOID03
 TU2196
 TU2196  HORZ ORDER  -  THIRD
 TU2196
 TU2196.This mark is at Hilo International Airport (ITO)
 TU2196
 TU2196.The horizontal coordinates were established by classical geodetic methods
 TU2196.and adjusted by the National Geodetic Survey in December 1998..
 TU2196.The horizontal coordinates are valid at the epoch date displayed above.
 TU2196.The epoch date for horizontal control is a decimal equivalence
 TU2196.of Year/Month/Day.
 TU2196
 TU2196
 TU2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2196
 TU2196.The geoid height was determined by GEOID03.
 TU2196
 TU2196;                    North         East     Units Scale Factor Converg.
 TU2196;SPC HI 1     -    97,881.219   546,905.358   MT  0.99999385   +0 09 03.5
 TU2196;UTM  05      - 2,181,470.281   284,874.835   MT  1.00017205   -0 41 33.9
 TU2196
 TU2196                          SUPERSEDED SURVEY CONTROL
 TU2196
 TU2196  NAD 83(1986)-  19 43 01.32533(N)    155 03 09.23027(W) AD(       ) 4
 TU2196  OLD HI      -  19 43 12.26300(N)    155 03 19.20500(W) AD(       ) 3
 TU2196
 TU2196.Superseded values are not recommended for survey control.
 TU2196.NGS no longer adjusts projects to the OLD HI datum.
 TU2196.See file dsdata.txt to determine how the superseded data were derived.
 TU2196
 TU2196_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8487581470(NAD 83)
 TU2196
 TU2196  HISTORY     - Date     Condition        Report By
 TU2196  HISTORY     - 1949     MONUMENTED       CGS
 TU2196  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2196
 TU2196                          STATION DESCRIPTION
 TU2196
 TU2196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2196'THE STATION IS THE CENTER OF A FLASHING GREEN AND WHITE LIGHT
 TU2196'WHICH IS MOUNTED ON A TRIPOD OF TELEPHONE POLES.
 TU2196'
 TU2196'THE CENTER OF THE ROTATING LIGHT IS 56 FEET FROM THE GROUND.
 TU2196'
 TU2196'THE BEACON IS LOCATED TO THE SOUTHEAST OF THE AIRPORT ABOUT 0.3
 TU2196'MILE EAST OF THE ARMY CONTROL TOWER.
 TU2196
 TU2196                          STATION RECOVERY (1966)
 TU2196
 TU2196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2196'STATION IS GONE.  THE PRESENT AIRPORT BEACON IS ON THE CONTROL
 TU2196'TOWER AT THE TERMINAL BUILDING AT LYMAN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2199 ***********************************************************************
 TU2199  DESIGNATION -  HILO LYMAN FIELD CONTROL TWR
 TU2199  PID         -  TU2199
 TU2199  STATE/COUNTY-  HI/HAWAII
 TU2199  USGS QUAD   -  HILO (1995)
 TU2199
 TU2199                         *CURRENT SURVEY CONTROL
 TU2199  ___________________________________________________________________
 TU2199* NAD 83(1993)-  19 43 09.54256(N)    155 03 17.01904(W)     ADJUSTED  
 TU2199* LOCAL TIDAL -                                                        
 TU2199  ___________________________________________________________________
 TU2199  EPOCH DATE  -        1993.62
 TU2199  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 TU2199  GEOID HEIGHT-          17.65  (meters)                     GEOID03
 TU2199
 TU2199  HORZ ORDER  -  THIRD
 TU2199
 TU2199.The horizontal coordinates were established by classical geodetic methods
 TU2199.and adjusted by the National Geodetic Survey in December 1998..
 TU2199.The horizontal coordinates are valid at the epoch date displayed above.
 TU2199.The epoch date for horizontal control is a decimal equivalence
 TU2199.of Year/Month/Day.
 TU2199
 TU2199
 TU2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2199
 TU2199.The geoid height was determined by GEOID03.
 TU2199
 TU2199;                    North         East     Units Scale Factor Converg.
 TU2199;SPC HI 1     -    98,132.298   546,677.312   MT  0.99999359   +0 09 00.9
 TU2199;UTM  05      - 2,181,724.736   284,650.470   MT  1.00017325   -0 41 36.8
 TU2199
 TU2199                          SUPERSEDED SURVEY CONTROL
 TU2199
 TU2199  NAD 83(1986)-  19 43 09.51021(N)    155 03 17.03869(W) AD(       ) 4
 TU2199  OLD HI      -  19 43 20.44800(N)    155 03 27.00500(W) AD(       ) 3
 TU2199
 TU2199.Superseded values are not recommended for survey control.
 TU2199.NGS no longer adjusts projects to the OLD HI datum.
 TU2199.See file dsdata.txt to determine how the superseded data were derived.
 TU2199
 TU2199_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8465081725(NAD 83)
 TU2199
 TU2199  HISTORY     - Date     Condition        Report By
 TU2199  HISTORY     - 1949     MONUMENTED       CGS
 TU2199  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2199
 TU2199                          STATION DESCRIPTION
 TU2199
 TU2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2199'THE STATION IS THE CENTER AND TOP OF THE U.S. ARMY CONTROL TOWER
 TU2199'AT GENERAL LYMAN FIELD IN THE TOWN OF HILO.
 TU2199'
 TU2199'IT IS A WOODEN, TWO STORY, STRUCTURE WHICH IS SUPPORTED BY
 TU2199'STEEL LEGS AND IS 73 FEET IN HEIGHT.
 TU2199'
 TU2199'THE TOWER IS LOCATED ON THE SOUTHEAST SIDE OF THE RUNWAYS AND
 TU2199'SHOULD NOT BE CONFUSED WITH SEVERAL OTHER TOWERS WHICH LIE TO
 TU2199'THE WEST AND NORTH OF THE LANDING STRIP.
 TU2199
 TU2199                          STATION RECOVERY (1966)
 TU2199
 TU2199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2199'STATION IS GONE.  THE PRESENT CONTROL TOWER IS ON THE TERMINAL
 TU2199'BUILDING AT LYMAN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2206 ***********************************************************************
 TU2206  DESIGNATION -  HILO NORTH BASE
 TU2206  PID         -  TU2206
 TU2206  STATE/COUNTY-  HI/HAWAII
 TU2206  USGS QUAD   -  HILO (1995)
 TU2206
 TU2206                         *CURRENT SURVEY CONTROL
 TU2206  ___________________________________________________________________
 TU2206* NAD 83(1993)-  19 43 03.91861(N)    155 03 53.67330(W)     ADJUSTED  
 TU2206* LOCAL TIDAL -         4.1    (meters)      13.     (feet)  VERT ANG  
 TU2206  ___________________________________________________________________
 TU2206  EPOCH DATE  -        1993.62
 TU2206  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 TU2206  GEOID HEIGHT-          17.91  (meters)                     GEOID03
 TU2206
 TU2206  HORZ ORDER  -  SECOND
 TU2206
 TU2206.The horizontal coordinates were established by classical geodetic methods
 TU2206.and adjusted by the National Geodetic Survey in December 1998..
 TU2206.The horizontal coordinates are valid at the epoch date displayed above.
 TU2206.The epoch date for horizontal control is a decimal equivalence
 TU2206.of Year/Month/Day.
 TU2206
 TU2206.The orthometric height was determined by vertical angle observations.
 TU2206
 TU2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2206
 TU2206.The geoid height was determined by GEOID03.
 TU2206
 TU2206;                    North         East     Units Scale Factor Converg.
 TU2206;SPC HI 1     -    97,956.595   545,610.401   MT  0.99999237   +0 08 48.5
 TU2206;UTM  05      - 2,181,564.735   283,580.892   MT  1.00017895   -0 41 49.0
 TU2206
 TU2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2206!SPC HI 1     -   0.99999654  x   0.99999237  =   0.99998891
 TU2206!UTM  05      -   0.99999654  x   1.00017895  =   1.00017549
 TU2206
 TU2206|---------------------------------------------------------------------|
 TU2206| PID    Reference Object                     Distance      Geod. Az  |
 TU2206|                                                           dddmmss.s |
 TU2206| CN5203 HILO NORTH BASE RM 1                 28.358 METERS 08252     |
 TU2206| TU2204 HILO RAILROAD NORTH BASE 1949       124.172 METERS 16209     |
 TU2206| TU2220 WAIAKEA NEW=393                     APPROX. 4.1 KM 2081744.4 |
 TU2206|---------------------------------------------------------------------|
 TU2206
 TU2206                          SUPERSEDED SURVEY CONTROL
 TU2206
 TU2206  NAD 83(1986)-  19 43 03.88638(N)    155 03 53.69309(W) AD(       ) 2
 TU2206  OLD HI      -  19 43 14.82600(N)    155 04 03.66000(W) AD(       ) 2
 TU2206
 TU2206.Superseded values are not recommended for survey control.
 TU2206.NGS no longer adjusts projects to the OLD HI datum.
 TU2206.See file dsdata.txt to determine how the superseded data were derived.
 TU2206
 TU2206_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8358181565(NAD 83)
 TU2206_MARKER: Z = SEE DESCRIPTION
 TU2206_SETTING: 0 = UNSPECIFIED SETTING
 TU2206
 TU2206  HISTORY     - Date     Condition        Report By
 TU2206  HISTORY     - 1949     MONUMENTED       CGS
 TU2206  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2206  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2206
 TU2206                          STATION DESCRIPTION
 TU2206
 TU2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2206'THE STATION IS LOCATED IN THE EASTERLY SECTION OF THE TOWN
 TU2206'OF HILO.  ABOUT 200 YARDS WEST OF THE VETERANS HOUSING AREA,
 TU2206'ABOUT 100 YARDS WEST OF KANOELEHUA STREET, 18 FEET WEST OF THE
 TU2206'MAIN RAILROAD TRACKS AND IN A LOOSE RAILROAD FILL.
 TU2206'
 TU2206'TO REACH FROM THE INTERSECTION OF KAMEHAMEHA AND KANOELEHUA
 TU2206'STREETS IN THE TOWN OF HILO.  GO SOUTHERLY ON KANOELEHUA STREET
 TU2206'FOR 0.35 MILE.  TURN RIGHT, INTO ROCK DRIVEWAY AND GO WEST FOR
 TU2206'ABOUT 100 YARDS TO THE RAILROAD TRACKS AND THE STATION.
 TU2206'
 TU2206'THE STATION IS A STANDARD DISK, STAMPED HILO N BASE 1949, SET
 TU2206'IN THE TOP OF A CIRCULAR CONCRETE POST WHICH IS ABOUT 1 FOOT
 TU2206'IN DIAMETER AND PROJECTS ABOUT 6 INCHES.
 TU2206'
 TU2206'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HILO N
 TU2206'BASE NO 1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS
 TU2206'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 150
 TU2206'FEET WEST OF KANOELEHUA STREET, 74 FEET EAST OF THE MAIN RAILROAD
 TU2206'TRACKS AND ABOUT THE SAME ELEVATION AS THE STATION.
 TU2206'
 TU2206'HILO RAILROAD NORTH BASE (HTS) IS A 1-1/2 INCH IRON PIPE WHICH
 TU2206'PROJECTS ABOUT 1 FOOT FROM THE TOP OF A SQUARE CONCRETE POST
 TU2206'WHICH IS ONE FOOT ON EACH SIDE.  IT IS LOCATED ON THE BANK ABOUT
 TU2206'15 FEET WEST OF THE RAILROAD TRACKS AND ABOUT 4 FEET HIGHER
 TU2206'THAN THE TRACKS.
 TU2206
 TU2206                          STATION RECOVERY (1958)
 TU2206
 TU2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2206'A SEARCH WAS MADE FOR BOTH THE STATION AND R.M., BUT NEITHER WAS
 TU2206'RECOVERED.  ACCORDING TO THE TERRITORIAL SURVEY OFFICE THIS
 TU2206'AREA HAD BEEN BULLDOZED DURING RECENT YEARS AND THE STATION MARK
 TU2206'WAS PROBABLY COVERED OR DESTROYED.  THE R.M. PROBABLY WAS COVERED.
 TU2206
 TU2206                          STATION RECOVERY (1966)
 TU2206
 TU2206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2206'STATION WAS NOT RECOVERED.  THIS SECTION IS NOW AN INDUSTRIAL
 TU2206'COMPLEX AND THERE IS A LARGE LUMBER WAREHOUSE SETTING APPROXIMATELY
 TU2206'ON THE POINT OCCUPIED BY THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2188 ***********************************************************************
 TU2188  DESIGNATION -  HILO RADIO RANGE
 TU2188  PID         -  TU2188
 TU2188  STATE/COUNTY-  HI/HAWAII
 TU2188  USGS QUAD   -  HILO (1995)
 TU2188
 TU2188                         *CURRENT SURVEY CONTROL
 TU2188  ___________________________________________________________________
 TU2188* NAD 83(1993)-  19 43 44.41541(N)    155 01 22.20032(W)     ADJUSTED  
 TU2188* LOCAL TIDAL -                                                        
 TU2188  ___________________________________________________________________
 TU2188  EPOCH DATE  -        1993.62
 TU2188  LAPLACE CORR-         -17.79  (seconds)                    DEFLEC99
 TU2188  GEOID HEIGHT-          16.79  (meters)                     GEOID03
 TU2188
 TU2188  HORZ ORDER  -  THIRD
 TU2188
 TU2188.The horizontal coordinates were established by classical geodetic methods
 TU2188.and adjusted by the National Geodetic Survey in December 1998..
 TU2188.The horizontal coordinates are valid at the epoch date displayed above.
 TU2188.The epoch date for horizontal control is a decimal equivalence
 TU2188.of Year/Month/Day.
 TU2188
 TU2188
 TU2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2188
 TU2188.The geoid height was determined by GEOID03.
 TU2188
 TU2188;                    North         East     Units Scale Factor Converg.
 TU2188;SPC HI 1     -    99,213.721   550,017.770   MT  0.99999758   +0 09 39.9
 TU2188;UTM  05      - 2,182,757.011   288,007.062   MT  1.00015551   -0 40 59.2
 TU2188
 TU2188                          SUPERSEDED SURVEY CONTROL
 TU2188
 TU2188  NAD 83(1986)-  19 43 44.38182(N)    155 01 22.21978(W) AD(       ) 4
 TU2188  OLD HI      -  19 43 55.31700(N)    155 01 32.19000(W) AD(       ) 3
 TU2188
 TU2188.Superseded values are not recommended for survey control.
 TU2188.NGS no longer adjusts projects to the OLD HI datum.
 TU2188.See file dsdata.txt to determine how the superseded data were derived.
 TU2188
 TU2188_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8800782757(NAD 83)
 TU2188
 TU2188  HISTORY     - Date     Condition        Report By
 TU2188  HISTORY     - 1949     MONUMENTED       CGS
 TU2188  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2188  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2188  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2188
 TU2188                          STATION DESCRIPTION
 TU2188
 TU2188'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2188'THE STATION IS THE TOP OF THE CENTER TOWER OF FIVE TOWERS WHICH
 TU2188'COMPRIZE THE RADIO RANGE FOR GENERAL LYMAN AIR FIELD IN THE TOWN
 TU2188'OF HILO.
 TU2188'
 TU2188'THE TOWER IS CONSTRUCTED OF STEEL, 135 FEET IN HEIGHT, AND RESTS
 TU2188'ON A CONCRETE BASE ABOUT 5 FEET SQUARE.
 TU2188'
 TU2188'THE STATION LIES ABOUT 4.5 MILES EAST OF THE MOUTH OF THE WAILUKU
 TU2188'RIVER, ABOUT 1.9 MILES EAST OF THE AIRPORT, ABOUT 1.3 MILES WEST
 TU2188'OF LELEIWI POINT AND 50 FEET WEST OF THE RADIO TRANSMISSION HOUSE.
 TU2188
 TU2188                          STATION RECOVERY (1966)
 TU2188
 TU2188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2188'RECOVERED AS DESCRIBED IN 1949.  THE MAIN RUNWAY HAS BEEN
 TU2188'LENGTHENED AND THE STATION IS NOW 3/4-MILE NORTHEAST OF THE NEW
 TU2188'RUNWAY END.
 TU2188'
 TU2188'STATION IS THE CENTER TOWER OF THE 5 RADIO RANGE TOWERS, LOCATED
 TU2188'ABOUT 4-1/2 MILES EAST OF HILO.
 TU2188
 TU2188                          STATION RECOVERY (1975)
 TU2188
 TU2188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2188'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU2188'1949.  THE STATION IS THE CENTER ONE OF FIVE IDENTICAL TOWERS
 TU2188'EXCEPT THE CENTER TOWER HAS SEVERAL HORIZONTAL ANTENNAE EXTENDING
 TU2188'FROM ITS SIDES.
 TU2188'
 TU2188'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2188'4-1/2 MILES EAST OF HILO.
 TU2188
 TU2188                          STATION RECOVERY (1977)
 TU2188
 TU2188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2188'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE PREVIOUS
 TU2188'DESCRIPTIONS ARE ADEQUATE WITH THE EXCEPTIONS THAT THE FOUR TOWERS
 TU2188'THAT WERE AROUND THE CENTER TOWER WHICH MARKS THE STATION HAVE BEEN
 TU2188'TORN DOWN AND THE TOWER IS NOW OWNED AND OPERATED BY TV STATION
 TU2188'KHET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2207 ***********************************************************************
 TU2207  DESIGNATION -  HILO RADIO STATION KIMO TOWER
 TU2207  PID         -  TU2207
 TU2207  STATE/COUNTY-  HI/HAWAII
 TU2207  USGS QUAD   -  HILO (1995)
 TU2207
 TU2207                         *CURRENT SURVEY CONTROL
 TU2207  ___________________________________________________________________
 TU2207* NAD 83(1993)-  19 43 47.21239(N)    155 03 57.08660(W)     ADJUSTED  
 TU2207* LOCAL TIDAL -                                                        
 TU2207  ___________________________________________________________________
 TU2207  EPOCH DATE  -        1993.62
 TU2207  LAPLACE CORR-         -17.35  (seconds)                    DEFLEC99
 TU2207  GEOID HEIGHT-          17.85  (meters)                     GEOID03
 TU2207
 TU2207  HORZ ORDER  -  THIRD
 TU2207
 TU2207.The horizontal coordinates were established by classical geodetic methods
 TU2207.and adjusted by the National Geodetic Survey in December 1998..
 TU2207.The horizontal coordinates are valid at the epoch date displayed above.
 TU2207.The epoch date for horizontal control is a decimal equivalence
 TU2207.of Year/Month/Day.
 TU2207
 TU2207
 TU2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2207
 TU2207.The geoid height was determined by GEOID03.
 TU2207
 TU2207;                    North         East     Units Scale Factor Converg.
 TU2207;SPC HI 1     -    99,287.620   545,507.602   MT  0.99999225   +0 08 47.6
 TU2207;UTM  05      - 2,182,897.379   283,497.694   MT  1.00017940   -0 41 51.6
 TU2207
 TU2207                          SUPERSEDED SURVEY CONTROL
 TU2207
 TU2207  NAD 83(1986)-  19 43 47.18027(N)    155 03 57.10546(W) AD(       ) 4
 TU2207  OLD HI      -  19 43 58.12300(N)    155 04 07.07200(W) AD(       ) 3
 TU2207
 TU2207.Superseded values are not recommended for survey control.
 TU2207.NGS no longer adjusts projects to the OLD HI datum.
 TU2207.See file dsdata.txt to determine how the superseded data were derived.
 TU2207
 TU2207_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8349882897(NAD 83)
 TU2207
 TU2207  HISTORY     - Date     Condition        Report By
 TU2207  HISTORY     - 1951     MONUMENTED       CGS
 TU2207  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2207
 TU2207                          STATION DESCRIPTION
 TU2207
 TU2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CAG)
 TU2207'THE RADIO TOWER AT BROADCASTING STATION KILA ON THE GROUNDS OF
 TU2207'THE NANILOA HOTEL.  THE TOWER IS 180 FEET HIGH.
 TU2207
 TU2207                          STATION RECOVERY (1966)
 TU2207
 TU2207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2207'THE CALL LETTERS WERE CHANGED TO KIMO.
 TU2207'
 TU2207'STATION IS DESTROYED.  THE TOWER WAS DISMANTLED IN NOVEMBER,
 TU2207'1966 AND IS TO BE ERECTED AT A NEW LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2276 ***********************************************************************
 TU2276  DESIGNATION -  HILO RADIO STATION KHBC MAST
 TU2276  PID         -  TU2276
 TU2276  STATE/COUNTY-  HI/HAWAII
 TU2276  USGS QUAD   -  PIIHONUA (1997)
 TU2276
 TU2276                         *CURRENT SURVEY CONTROL
 TU2276  ___________________________________________________________________
 TU2276* NAD 83(1993)-  19 42 51.17636(N)    155 08 03.12806(W)     ADJUSTED  
 TU2276* LOCAL TIDAL -                                                        
 TU2276  ___________________________________________________________________
 TU2276  EPOCH DATE  -        1993.62
 TU2276  LAPLACE CORR-         -19.02  (seconds)                    DEFLEC99
 TU2276  GEOID HEIGHT-          19.71  (meters)                     GEOID03
 TU2276
 TU2276  HORZ ORDER  -  THIRD
 TU2276
 TU2276.The horizontal coordinates were established by classical geodetic methods
 TU2276.and adjusted by the National Geodetic Survey in December 1998..
 TU2276.The horizontal coordinates are valid at the epoch date displayed above.
 TU2276.The epoch date for horizontal control is a decimal equivalence
 TU2276.of Year/Month/Day.
 TU2276
 TU2276
 TU2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2276
 TU2276.The geoid height was determined by GEOID03.
 TU2276
 TU2276;                    North         East     Units Scale Factor Converg.
 TU2276;SPC HI 1     -    97,547.646   538,347.203   MT  0.99998484   +0 07 24.2
 TU2276;UTM  05      - 2,181,262.714   276,310.932   MT  1.00021851   -0 43 12.8
 TU2276
 TU2276                          SUPERSEDED SURVEY CONTROL
 TU2276
 TU2276  NAD 83(1986)-  19 42 51.14748(N)    155 08 03.14719(W) AD(       ) 4
 TU2276  OLD HI      -  19 43 02.09168(N)    155 08 13.12393(W) AD(       ) 3
 TU2276
 TU2276.Superseded values are not recommended for survey control.
 TU2276.NGS no longer adjusts projects to the OLD HI datum.
 TU2276.See file dsdata.txt to determine how the superseded data were derived.
 TU2276
 TU2276_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7631181263(NAD 83)
 TU2276
 TU2276  HISTORY     - Date     Condition        Report By
 TU2276  HISTORY     - 1949     MONUMENTED       CGS
 TU2276  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2276  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2276  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2276  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2276
 TU2276                          STATION DESCRIPTION
 TU2276
 TU2276'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2276'THE STATION IS THE RED LIGHT ON THE TOP OF THE RADIO MAST
 TU2276'OF STATION KHBC.
 TU2276'
 TU2276'IT IS CONSTRUCTED OF STEEL ABOUT 3 FEET IN WIDTH AND 257 FEET
 TU2276'IN HEIGHT AND RESTS ON A CONCRETE BASE ABOUT 6 FEET SQUARE.
 TU2276'
 TU2276'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE POST OFFICE
 TU2276'IN HILO, ABOUT 200 YARDS SOUTH OF THE WAILUKU RIVER AND 196 FEET
 TU2276'EAST OF THE TRANSMISSION HOUSE.
 TU2276
 TU2276                          STATION RECOVERY (1958)
 TU2276
 TU2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2276'STATION WAS RECOVERED AS DESCRIBED IN 1949.
 TU2276'
 TU2276'TO REACH FROM HILO, GO 1.1 MILES S. W. ON WAIANUENUE ST., FROM
 TU2276'THE POST OFFICE.  AT FORKS OF ROAD KEEP STRAIGHT AHEAD ON RIGHT
 TU2276'FORK PAST THE HILO MEMORIAL HOSPITAL ON THE RIGHT FOR 1.8
 TU2276'MILES.  AT FORKS OF ROAD KEEP STRAIGHT AHEAD ON RIGHT FORK FOR
 TU2276'0.6 MILE, THEN TURN RIGHT ON GRAVEL ROAD AND TO STATION 0.1 MILE
 TU2276'ON RIGHT.
 TU2276
 TU2276                          STATION RECOVERY (1962)
 TU2276
 TU2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2276'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND BY
 TU2276'FOLLOWING THE DIRECTIONS GIVEN IN THE 1958 RECOVERY NOTE BY
 TU2276'H.O.F.  THE UPPER SECTION OF THE MAST AS IT EXISTED WHEN THE
 TU2276'STATION WAS LOCATED, WAS REMOVED IN 1956 AND ANOTHER SECTION OF
 TU2276'THE SAME LENGTH WAS SUBSTITUTED FOR TELEVISION BROADCASTING.
 TU2276
 TU2276                          STATION RECOVERY (1966)
 TU2276
 TU2276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2276'STATION WAS RECOVERED.  A TALL, SKELETON-STEEL MAST, PAINTED
 TU2276'ALTERNATE RED AND WHITE, WITH 2 SETS OF GUY-CABLES.  LOCATED
 TU2276'ABOUT 3 MILES WEST-SOUTHWEST OF HILO, ALONG THE SOUTH SIDE OF
 TU2276'WAILUKU RIVER, ABOUT 625 FEET NORTH OF WAIANUENUE RD. AND 200
 TU2276'FEET EAST OF THE RADIO STATION QUONSET BUILDING WHICH SETS AT
 TU2276'EAST SIDE OF MANAOLANA PLACE.
 TU2276
 TU2276                          STATION RECOVERY (1977)
 TU2276
 TU2276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2276'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1966 RECOVERY NOTE
 TU2276'WITH THE EXCEPTION IT IS NOW USED BY KPUA RADIO AND KGMD TV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2277 ***********************************************************************
 TU2277  DESIGNATION -  HILO RADIO STATION KIPA MAST
 TU2277  PID         -  TU2277
 TU2277  STATE/COUNTY-  HI/HAWAII
 TU2277  USGS QUAD   -  PIIHONUA (1997)
 TU2277
 TU2277                         *CURRENT SURVEY CONTROL
 TU2277  ___________________________________________________________________
 TU2277* NAD 83(1993)-  19 44 23.97001(N)    155 09 15.64798(W)     ADJUSTED  
 TU2277* LOCAL TIDAL -                                                        
 TU2277  ___________________________________________________________________
 TU2277  EPOCH DATE  -        1993.62
 TU2277  LAPLACE CORR-         -19.59  (seconds)                    DEFLEC99
 TU2277  GEOID HEIGHT-          20.12  (meters)                     GEOID03
 TU2277
 TU2277  HORZ ORDER  -  THIRD
 TU2277
 TU2277.The horizontal coordinates were established by classical geodetic methods
 TU2277.and adjusted by the National Geodetic Survey in December 1998..
 TU2277.The horizontal coordinates are valid at the epoch date displayed above.
 TU2277.The epoch date for horizontal control is a decimal equivalence
 TU2277.of Year/Month/Day.
 TU2277
 TU2277
 TU2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2277
 TU2277.The geoid height was determined by GEOID03.
 TU2277
 TU2277;                    North         East     Units Scale Factor Converg.
 TU2277;SPC HI 1     -   100,396.597   536,229.598   MT  0.99998288   +0 07 00.3
 TU2277;UTM  05      - 2,184,143.245   274,235.031   MT  1.00023004   -0 43 40.6
 TU2277
 TU2277                          SUPERSEDED SURVEY CONTROL
 TU2277
 TU2277  NAD 83(1986)-  19 44 23.94228(N)    155 09 15.66596(W) AD(       ) 4
 TU2277  OLD HI      -  19 44 34.89100(N)    155 09 25.63400(W) AD(       ) 3
 TU2277
 TU2277.Superseded values are not recommended for survey control.
 TU2277.NGS no longer adjusts projects to the OLD HI datum.
 TU2277.See file dsdata.txt to determine how the superseded data were derived.
 TU2277
 TU2277_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7423584143(NAD 83)
 TU2277
 TU2277  HISTORY     - Date     Condition        Report By
 TU2277  HISTORY     - 1949     MONUMENTED       CGS
 TU2277  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2277  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2277  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2277
 TU2277                          STATION DESCRIPTION
 TU2277
 TU2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2277'THE STATION IS THE RED LIGHT ON TOP OF THE RADIO MAST OF STATION
 TU2277'KIPA.
 TU2277'
 TU2277'THE MAST IS CONSTRUCTED OF STEEL ABOUT 3 FEET IN WIDTH AND
 TU2277'226 FEET IN HEIGHT AND RESTS ON A CONCRETE BASE ABOUT 6 FEET
 TU2277'SQUARE.
 TU2277'
 TU2277'THE STATION IS LOCATED IN OPEN PASTURE LAND ABOUT 9 MILES
 TU2277'SOUTHWEST OF PAPEEKO POINT, ABOUT 4-1/2 MILES WEST OF THE HILO
 TU2277'BUSINESS DISTRICT, ABOUT 200 YARDS SOUTH OF THE FOREST AREA,
 TU2277'ABOUT 200 FEET WEST OF THE TRANSMISSION HOUSE AND 20 FEET WEST
 TU2277'OF A SMALL CORRAL.
 TU2277
 TU2277                          STATION RECOVERY (1958)
 TU2277
 TU2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2277'THE STATION WAS RECOVERED AS DESCRIBED IN 1949.
 TU2277'
 TU2277'TO REACH, GO 0.2 MILE N.W. ALONG WAINAKU ST., FROM THE POST
 TU2277'OFFICE IN HILO, ACROSS THE THIRD BRIDGE OVER THE WAILUKE
 TU2277'RIVER.  TURN LEFT AT AMAUULU ROAD, AND GO WEST FOR 4.4 MILES
 TU2277'TO THE STATION.
 TU2277
 TU2277                          STATION RECOVERY (1966)
 TU2277
 TU2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2277'STATION WAS RECOVERED.  A STALL, SKELETON-STEEL MAST, PAINTED
 TU2277'ALTERNATE RED AND WHITE, WITH RED OBSTRUCTION LIGHT ON TOP,
 TU2277'WHICH WAS THE POINT INTERSECTED.  LOCATED ABOUT 4-1/2 MILES
 TU2277'WEST-NORTHWEST OF HILO, IN PASTURE LAND JUST WEST OF EDGE OF THE
 TU2277'CANE FIELDS, AT SOUTH SIDE OF AMAUULU ROAD AND 200 FEET WEST OF
 TU2277'AN OLD RED BUILDING.
 TU2277
 TU2277                          STATION RECOVERY (1969)
 TU2277
 TU2277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JMC)
 TU2277'STATION RECOVERED AS DESCRIBED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2204 ***********************************************************************
 TU2204  DESIGNATION -  HILO RAILROAD NORTH BASE 1949
 TU2204  PID         -  TU2204
 TU2204  STATE/COUNTY-  HI/HAWAII
 TU2204  USGS QUAD   -  HILO (1995)
 TU2204
 TU2204                         *CURRENT SURVEY CONTROL
 TU2204  ___________________________________________________________________
 TU2204* NAD 83(1993)-  19 43 00.07495(N)    155 03 52.36614(W)     ADJUSTED  
 TU2204* LOCAL TIDAL -         7.1    (meters)      23.     (feet)  VERT ANG  
 TU2204  ___________________________________________________________________
 TU2204  EPOCH DATE  -        1993.62
 TU2204  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 TU2204  GEOID HEIGHT-          17.91  (meters)                     GEOID03
 TU2204
 TU2204  HORZ ORDER  -  SECOND
 TU2204
 TU2204.The horizontal coordinates were established by classical geodetic methods
 TU2204.and adjusted by the National Geodetic Survey in December 1998..
 TU2204.The horizontal coordinates are valid at the epoch date displayed above.
 TU2204.The epoch date for horizontal control is a decimal equivalence
 TU2204.of Year/Month/Day.
 TU2204
 TU2204.The orthometric height was determined by vertical angle observations.
 TU2204
 TU2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2204
 TU2204.The geoid height was determined by GEOID03.
 TU2204
 TU2204;                    North         East     Units Scale Factor Converg.
 TU2204;SPC HI 1     -    97,838.501   545,648.768   MT  0.99999241   +0 08 48.9
 TU2204;UTM  05      - 2,181,446.066   283,617.523   MT  1.00017876   -0 41 48.4
 TU2204
 TU2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2204!SPC HI 1     -   0.99999607  x   0.99999241  =   0.99998848
 TU2204!UTM  05      -   0.99999607  x   1.00017876  =   1.00017483
 TU2204
 TU2204                          SUPERSEDED SURVEY CONTROL
 TU2204
 TU2204  NAD 83(1986)-  19 43 00.04274(N)    155 03 52.38603(W) AD(       ) 2
 TU2204  OLD HI      -  19 43 10.98200(N)    155 04 02.35200(W) AD(       ) 2
 TU2204
 TU2204.Superseded values are not recommended for survey control.
 TU2204.NGS no longer adjusts projects to the OLD HI datum.
 TU2204.See file dsdata.txt to determine how the superseded data were derived.
 TU2204
 TU2204_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8361881446(NAD 83)
 TU2204
 TU2204  HISTORY     - Date     Condition        Report By
 TU2204  HISTORY     - 1949     MONUMENTED       CGS
 TU2204  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2204  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2204
 TU2204                          STATION DESCRIPTION
 TU2204
 TU2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2204'SEE STATION HILO NORTH BASE
 TU2204
 TU2204                          STATION RECOVERY (1958)
 TU2204
 TU2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2204'ACCORDING TO THE TERRITORIAL SURVEY OFFICE THE MARK WAS DESTROYED
 TU2204'WHEN RECENT BUILDING DEVELOPMENT TOOK PLACE IN THIS AREA.
 TU2204
 TU2204                          STATION RECOVERY (1966)
 TU2204
 TU2204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2204'STATION IS GONE.  THE OLD RAILROAD HAS BEEN REMOVED.  THIS IS NOW
 TU2204'AN INDUSTRIAL AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2233 ***********************************************************************
 TU2233  DESIGNATION -  HILO RAILROAD S B OFFSET 1949
 TU2233  PID         -  TU2233
 TU2233  STATE/COUNTY-  HI/HAWAII
 TU2233  USGS QUAD   -  HILO (1995)
 TU2233
 TU2233                         *CURRENT SURVEY CONTROL
 TU2233  ___________________________________________________________________
 TU2233* NAD 83(1993)-  19 41 39.41077(N)    155 03 23.11180(W)     ADJUSTED  
 TU2233* LOCAL TIDAL -        31.7    (meters)     104.     (feet)  VERT ANG  
 TU2233  ___________________________________________________________________
 TU2233  EPOCH DATE  -        1993.62
 TU2233  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 TU2233  GEOID HEIGHT-          17.84  (meters)                     GEOID03
 TU2233
 TU2233  HORZ ORDER  -  SECOND
 TU2233
 TU2233.The horizontal coordinates were established by classical geodetic methods
 TU2233.and adjusted by the National Geodetic Survey in December 1998..
 TU2233.The horizontal coordinates are valid at the epoch date displayed above.
 TU2233.The epoch date for horizontal control is a decimal equivalence
 TU2233.of Year/Month/Day.
 TU2233
 TU2233.The orthometric height was determined by vertical angle observations.
 TU2233
 TU2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2233
 TU2233.The geoid height was determined by GEOID03.
 TU2233
 TU2233;                    North         East     Units Scale Factor Converg.
 TU2233;SPC HI 1     -    95,360.293   546,507.129   MT  0.99999339   +0 08 58.2
 TU2233;UTM  05      - 2,178,955.036   284,439.471   MT  1.00017437   -0 41 35.8
 TU2233
 TU2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2233!SPC HI 1     -   0.99999221  x   0.99999339  =   0.99998560
 TU2233!UTM  05      -   0.99999221  x   1.00017437  =   1.00016658
 TU2233
 TU2233                          SUPERSEDED SURVEY CONTROL
 TU2233
 TU2233  NAD 83(1986)-  19 41 39.37740(N)    155 03 23.13320(W) AD(       ) 2
 TU2233  OLD HI      -  19 41 50.31000(N)    155 03 33.10000(W) AD(       ) 2
 TU2233
 TU2233.Superseded values are not recommended for survey control.
 TU2233.NGS no longer adjusts projects to the OLD HI datum.
 TU2233.See file dsdata.txt to determine how the superseded data were derived.
 TU2233
 TU2233_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8443978955(NAD 83)
 TU2233
 TU2233  HISTORY     - Date     Condition        Report By
 TU2233  HISTORY     - 1949     MONUMENTED       CGS
 TU2233  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2233
 TU2233                          STATION DESCRIPTION
 TU2233
 TU2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2233'THE TERRITORIAL SURVEYORS OFFICE REPORTED THAT THE MARK WAS
 TU2233'DESTROYED IN 1953 WHEN A BULLDOZER IN REGRADING THE OLD RAILROAD
 TU2233'BED FOR A ROAD PUSHED THE STATION OUT OF POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2232 ***********************************************************************
 TU2232  DESIGNATION -  HILO RAILROAD SOUTH BASE 1949
 TU2232  PID         -  TU2232
 TU2232  STATE/COUNTY-  HI/HAWAII
 TU2232  USGS QUAD   -  HILO (1995)
 TU2232
 TU2232                         *CURRENT SURVEY CONTROL
 TU2232  ___________________________________________________________________
 TU2232* NAD 83(1993)-  19 41 39.45328(N)    155 03 22.99501(W)     ADJUSTED  
 TU2232* LOCAL TIDAL -        32.3    (meters)     106.     (feet)  VERT ANG  
 TU2232  ___________________________________________________________________
 TU2232  EPOCH DATE  -        1993.62
 TU2232  LAPLACE CORR-         -17.33  (seconds)                    DEFLEC99
 TU2232  GEOID HEIGHT-          17.84  (meters)                     GEOID03
 TU2232
 TU2232  HORZ ORDER  -  SECOND
 TU2232
 TU2232.The horizontal coordinates were established by classical geodetic methods
 TU2232.and adjusted by the National Geodetic Survey in December 1998..
 TU2232.The horizontal coordinates are valid at the epoch date displayed above.
 TU2232.The epoch date for horizontal control is a decimal equivalence
 TU2232.of Year/Month/Day.
 TU2232
 TU2232.The orthometric height was determined by vertical angle observations.
 TU2232
 TU2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2232
 TU2232.The geoid height was determined by GEOID03.
 TU2232
 TU2232;                    North         East     Units Scale Factor Converg.
 TU2232;SPC HI 1     -    95,361.609   546,510.527   MT  0.99999339   +0 08 58.2
 TU2232;UTM  05      - 2,178,956.303   284,442.888   MT  1.00017435   -0 41 35.8
 TU2232
 TU2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2232!SPC HI 1     -   0.99999212  x   0.99999339  =   0.99998551
 TU2232!UTM  05      -   0.99999212  x   1.00017435  =   1.00016647
 TU2232
 TU2232                          SUPERSEDED SURVEY CONTROL
 TU2232
 TU2232  NAD 83(1986)-  19 41 39.41992(N)    155 03 23.01641(W) AD(       ) 2
 TU2232  OLD HI      -  19 41 50.35400(N)    155 03 32.98700(W) AD(       ) 2
 TU2232
 TU2232.Superseded values are not recommended for survey control.
 TU2232.NGS no longer adjusts projects to the OLD HI datum.
 TU2232.See file dsdata.txt to determine how the superseded data were derived.
 TU2232
 TU2232_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8444378956(NAD 83)
 TU2232
 TU2232  HISTORY     - Date     Condition        Report By
 TU2232  HISTORY     - 1949     MONUMENTED       CGS
 TU2232  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2232  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2232
 TU2232                          STATION DESCRIPTION
 TU2232
 TU2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2232'THE TERRITORIAL SURVEYORS OFFICE REPORTED THAT THE MARK WAS
 TU2232'DESTROYED IN 1953 WHEN A BULLDOZER IN REGRADING THE OLD RAILROAD
 TU2232'BED FOR A ROAD PUSHED THE STATION OUT OF POSITION.
 TU2232
 TU2232                          STATION RECOVERY (1966)
 TU2232
 TU2232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2232'STATION IS BELIEVED DESTROYED.  A MARK CONSISTING OF A
 TU2232'12-INCH-SQUARE CONCRETE BLOCK WITH A 1-1/2 INCH IRON PIPE PROJECTING
 TU2232'10 INCHES FROM THE CENTER WAS FOUND AT THE APPROXIMATE LOCATION OF
 TU2232'THE STATION, HOWEVER IT IS VERY LOOSE AND LEANING ABOUT 3 INCHES
 TU2232'OUT OF PLUMB.  IT IS 9 FEET NORTHEAST OF THE CENTER LINE OF THE
 TU2232'TRACK ROAD WHICH IS THE ROADBED OF THE OLD RAILROAD, AND 36 FEET
 TU2232'NORTHWEST OF A TRACK SIDE ROAD RUNNING NORTHEAST.  NO OTHER MARK
 TU2232'COULD BE FOUND IN THE VICINITY.
 TU2232'
 TU2232'A CHECK OF THE LOCATION BY ANGLE COULD NOT BE MADE DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2194 ***********************************************************************
 TU2194  DESIGNATION -  HILO SOUTH BASE
 TU2194  PID         -  TU2194
 TU2194  STATE/COUNTY-  HI/HAWAII
 TU2194  USGS QUAD   -  HILO (1995)
 TU2194
 TU2194                         *CURRENT SURVEY CONTROL
 TU2194  ___________________________________________________________________
 TU2194* NAD 83(1993)-  19 40 41.33618(N)    155 03 02.12181(W)     ADJUSTED  
 TU2194* LOCAL TIDAL -        50.6    (meters)     166.     (feet)  VERT ANG  
 TU2194  ___________________________________________________________________
 TU2194  EPOCH DATE  -        1993.62
 TU2194  LAPLACE CORR-         -17.32  (seconds)                    DEFLEC99
 TU2194  GEOID HEIGHT-          17.80  (meters)                     GEOID03
 TU2194
 TU2194  HORZ ORDER  -  SECOND
 TU2194
 TU2194.The horizontal coordinates were established by classical geodetic methods
 TU2194.and adjusted by the National Geodetic Survey in December 1998..
 TU2194.The horizontal coordinates are valid at the epoch date displayed above.
 TU2194.The epoch date for horizontal control is a decimal equivalence
 TU2194.of Year/Month/Day.
 TU2194
 TU2194.The orthometric height was determined by vertical angle observations.
 TU2194
 TU2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2194
 TU2194.The geoid height was determined by GEOID03.
 TU2194
 TU2194;                    North         East     Units Scale Factor Converg.
 TU2194;SPC HI 1     -    93,576.115   547,123.162   MT  0.99999410   +0 09 04.8
 TU2194;UTM  05      - 2,177,161.673   285,029.309   MT  1.00017123   -0 41 26.8
 TU2194
 TU2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2194!SPC HI 1     -   0.99998925  x   0.99999410  =   0.99998335
 TU2194!UTM  05      -   0.99998925  x   1.00017123  =   1.00016048
 TU2194
 TU2194|---------------------------------------------------------------------|
 TU2194| PID    Reference Object                     Distance      Geod. Az  |
 TU2194|                                                           dddmmss.s |
 TU2194| CN5204 HILO SOUTH BASE RM 1                  7.748 METERS 17125     |
 TU2194| CN5205 HILO SOUTH BASE RM 2                  9.635 METERS 25230     |
 TU2194| TU2276 HILO RADIO STATION KHBC MAST        APPROX. 9.6 KM 2943001.6 |
 TU2194| TU2277 HILO RADIO STATION KIPA MAST        APPROX.12.9 KM 3021208.3 |
 TU2194| CN5206 HILO SOUTH BASE RM 3                  8.513 METERS 33531     |
 TU2194|---------------------------------------------------------------------|
 TU2194
 TU2194                          SUPERSEDED SURVEY CONTROL
 TU2194
 TU2194  NAD 83(1986)-  19 40 41.30226(N)    155 03 02.14439(W) AD(       ) 2
 TU2194  OLD HI      -  19 40 52.23400(N)    155 03 12.11300(W) AD(       ) 2
 TU2194
 TU2194.Superseded values are not recommended for survey control.
 TU2194.NGS no longer adjusts projects to the OLD HI datum.
 TU2194.See file dsdata.txt to determine how the superseded data were derived.
 TU2194
 TU2194_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8502977162(NAD 83)
 TU2194_MARKER: Z = SEE DESCRIPTION
 TU2194_SETTING: 0 = UNSPECIFIED SETTING
 TU2194
 TU2194  HISTORY     - Date     Condition        Report By
 TU2194  HISTORY     - 1949     MONUMENTED       CGS
 TU2194  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2194  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2194  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2194
 TU2194                          STATION DESCRIPTION
 TU2194
 TU2194'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2194'THE STATION IS LOCATED ON A, BRUSH COVERED, ROCKY RIDGE WHICH
 TU2194'FORMS THE SOUTH TANGENT OF THE HILO TO OLAA RAILROAD.  (TRACKS
 TU2194'AND TIES ARE BEING REMOVED AT THE TIME OF THIS SURVEY) HIGHER
 TU2194'GROUND LIES ABOUT 30 FEET WEST OF THE STATION.  THE STATION
 TU2194'IS ABOUT 5 MILES SOUTHWEST OF LELEIWI POINT, ABOUT 4 MILES
 TU2194'SOUTHEAST OF THE BUSINESS DISTRICT OF HILO, 2.85 MILES SOUTH
 TU2194'SOUTHEAST OF THE RAILROAD YARDS AND TRIANGULATION STATION HILO
 TU2194'NORTH BASE, ABOUT 1 MILE EAST SOUTHEAST OF WAIAKEA WAENA
 TU2194'SCHOOL, 37 FEET WEST OF THE CENTER OF THE RAILROAD TRACKS,
 TU2194'ABOUT 15 FEET WEST OF THE EDGE OF THE CUT BANK AND ABOUT 15
 TU2194'FEET HIGHER THAN THE ROAD-BED.
 TU2194'
 TU2194'THE STATION IS A STANDARD DISK, STAMPED HILO S BASE 1949, SET
 TU2194'IN THE TOP OF A CYLINDRICAL CONCRETE PIER WHICH IS ABOUT 1 FOOT
 TU2194'IN DIAMETER AND PROJECTS ABOUT 8 INCHES.
 TU2194'
 TU2194'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HILO S BASE
 TU2194'NO 1 1949, BRAZED TO THE TOP OF A 2 INCH PIPE WHICH PROJECTS
 TU2194'ABOUT 2 FEET.  IT IS LOCATED 42 FEET WEST OF THE CENTER OF THE
 TU2194'RAILROAD TRACKS AND ABOUT 3 FEET HIGHER THAN THE STATION.
 TU2194'
 TU2194'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HILO S BASE
 TU2194'NO 2 1949, BRAZED TO THE TOP OF A 2 INCH PIPE WHICH PROJECTS
 TU2194'ABOUT 1 FOOT.  IT IS LOCATED ON THE CREST OF THE LOW RIDGE ABOUT 10
 TU2194'FEET HIGHER THAN THE STATION.
 TU2194'
 TU2194'REFERENCE MARK NUMBER 3 IS A STANDARD DISK, STAMPED HILO S BASE
 TU2194'NO 3 1949, BRAZED TO THE TOP OF A 2 INCH PIPE WHICH PROJECTS
 TU2194'ABOUT 16 INCHES.  IT IS LOCATED 40 FEET WEST OF THE CENTER OF
 TU2194'THE RAILROAD TRACKS AND ABOUT 3 FEET HIGHER THAN THE STATION.
 TU2194'
 TU2194'TO REACH FROM THE INTERSECTION OF WAIANUENUE AND KEAWE STREETS,
 TU2194'IN THE EASTERN SECTION OF THE TOWN OF HILO.  GO SOUTHERLY ON
 TU2194'KEAWE STREET FOR 1.6 MILES.  TURN LEFT, ONTO LANIKAULA STREET
 TU2194'AND GO 0.7 MILE.  TURN RIGHT, ON KANAELEHUA STREET AND GO 0.3
 TU2194'MILE.  TURN LEFT, ONTO A GRADED ROAD, AND GO SOUTHERLY FOR 1.7
 TU2194'MILES TO A SIGN READING ROW 16.  TURN LEFT AND GO EASTERLY FOR 0.2
 TU2194'MILE TO A T ROAD INTERSECTION AND THE END OF TRUCK TRAVEL.  FROM
 TU2194'THIS POINT PACK EASTERLY, THROUGH THE DENSE JUNGLE, FOR ABOUT 0.4
 TU2194'MILE TO THE RAILROAD TRACKS AND THE STATION.
 TU2194
 TU2194                          STATION RECOVERY (1958)
 TU2194
 TU2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2194'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1949,
 TU2194'EXCEPT THAT THE TRACKS AND TIES OF THE RAILROAD HAVE NOW BEEN
 TU2194'REMOVED AND A ROADWAY RUNS ALONG THE OLD RAILROAD BED.
 TU2194'
 TU2194'TO REACH FROM THE JUNCTION OF KAMEHAMEHA AND KANOELEHUA AVENUES
 TU2194'FROM THE EAST SIDE OF THE TOWN OF HILO, GO 3.85 MILES ALONG
 TU2194'KANOELEHUA AVENUE TO MAKALEKA ST., TURN LEFT ALONG MAKALEKA
 TU2194'ST., AND GO 1.0 MILE TO THE OLD RAILROAD BED (NOW A ROADWAY).
 TU2194'TURN LEFT ALONG THE OLD RAILROAD BED FOR 0.4 MILE TO THE STATION
 TU2194'ON LEFT SIDE ABOUT 15 FEET AWAY AND 15 FEET HIGHER THAN THE
 TU2194'ROAD BED.  AN OLD WOODEN TOWER ABOUT 30 FEET HIGH NOW STANDS
 TU2194'OVER THE MARK.
 TU2194
 TU2194                          STATION RECOVERY (1962)
 TU2194
 TU2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2194'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED.  A
 TU2194'SEARCH WAS MADE IN THE HEAVY UNDERBRUSH FOR REFERENCE MARK 2 BUT
 TU2194'ONLY A HOLE WAS FOUND AT THE POINT LOCATED BY ANGLE AND DISTANCE.
 TU2194'
 TU2194'THE 1949 DESCRIPTION IS ADEQUATE EXCEPT FOR THE DIRECTIONS
 TU2194'FOR REACHING THE STATION.  THE DIRECTIONS IN THE 1958 RECOVERY
 TU2194'NOTE BY H.O.F. SHOULD BE FOLLOWED.
 TU2194'
 TU2194'THE WOODEN TOWER, BUILT IN 1949 AND STILL OVER THE STATION IN
 TU2194'1958, HAS COLLAPSED BUT REMNANTS HAVE FALLEN OVER THE BANK AND
 TU2194'ARE VISIBLE FROM THE TRUCK ON THE LEFT HAND SIDE OF THE OLD
 TU2194'RAILROAD GRADE.
 TU2194
 TU2194                          STATION RECOVERY (1966)
 TU2194
 TU2194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2194'STATION MARK, RM 1 AND RM 3 WERE RECOVERED IN GOOD CONDITION.  RM
 TU2194'2 HAS BEEN REMOVED.  A HOLE WAS FOUND WHERE IT WAS, AND ALSO A
 TU2194'PIECE OF CONCRETE WITH THE IMPRINT OF THE PIPE IN IT.  THE WOODEN
 TU2194'TOWER MENTIONED IN THE 1958 RECOVERY IS NOW ROTTED AND
 TU2194'COLLAPSED.  THE OLD RAILROAD TIES AND RAILS HAVE BEEN REMOVED
 TU2194'AND THE ROADBED IS NOW USED AS A ROAD.  THE DISTANCE TO RM 1 AND
 TU2194'RM 3 WAS CHECKED AND FOUND TO BE CORRECT.  A COMPLETE
 TU2194'DESCRIPTION FOLLOWS--
 TU2194'
 TU2194'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF HILO,
 TU2194'ALONG THE SOUTHWEST SIDE OF A TRACK ROAD (OLD RAILROAD BED) AT
 TU2194'THE POINT WHERE A T-ROAD GOES SOUTHWEST UPGRADE AND AN OLD ROAD
 TU2194'FORKS SOUTHEAST.  IT IS ON THE NORTHEAST SLOPE OF A LOW RIDGE
 TU2194'PARALLELING THE ROAD (HIGHEST POINT OF THE RIDGE IS ABOUT 30
 TU2194'FEET SOUTHWEST OF STATION AND 10 FEET HIGHER).  100 FEET
 TU2194'SOUTHEAST OF THE T-ROAD, 80 FEET SOUTH OF THE OLD ROAD FORK, 37
 TU2194'FEET SOUTHWEST OF CENTER LINE OF ROAD AND ABOUT 25 FEET
 TU2194'HIGHER, AND JUST ABOVE A CLUMP OF 3 LARGE OHIA TREES 8 INCHES
 TU2194'IN DIAMETER AND ABOUT 40 FEET TALL, WHICH ARE THE ONLY LARGE
 TU2194'TREES IN THE VICINITY.
 TU2194'
 TU2194'TO REACH STATION FROM THE INTERSECTION OF WAIANUENUE ST. AND
 TU2194'KAMEHAMEHA AVE. IN HILO, GO EAST ON KAMEHAMEHA AVE. FOR 1.65
 TU2194'MILES.  TURN RIGHT AND GO SOUTH ON KONOELEHUA AVE. FOR 3.8 MILES TO
 TU2194'MAKALIKA ST. ON LEFT (THE HIGHWAY IS DIVIDED HERE AND IT IS
 TU2194'NECESSARY TO CONTINUE A SHORT DISTANCE AND MAKE A U-TURN).  GO
 TU2194'EASTERLY ON MAKALIKA ST. FOR 1.0 MILE TO T-JUNCTION.  TURN LEFT
 TU2194'AND GO NORTHWEST ON TRACK ROAD, OLD RAILROAD BED, FOR 0.4 MILE
 TU2194'TO STATION ON LEFT.
 TU2194'
 TU2194'STATION MARK IS A STANDARD DISK STAMPED HILO S BASE 1949, SET
 TU2194'IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS
 TU2194'6 INCHES.  IT IS IN DENSE BRUSH UP TO 20 FEET HIGH.
 TU2194'
 TU2194'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HILO S BASE
 TU2194'1 1949, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 TU2194'14 INCHES AND IS ABOUT 3 FEET HIGHER THAN STATION MARK.
 TU2194'
 TU2194'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED HILO S
 TU2194'BASE 3 1949, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT
 TU2194'PROJECTS 1 FOOT AND IS ABOUT 1 FOOT HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2249 ***********************************************************************
 TU2249  DESIGNATION -  HILO ST JOSEPHS CATH CH CROSS
 TU2249  PID         -  TU2249
 TU2249  STATE/COUNTY-  HI/HAWAII
 TU2249  USGS QUAD   -  HILO (1995)
 TU2249
 TU2249                         *CURRENT SURVEY CONTROL
 TU2249  ___________________________________________________________________
 TU2249* NAD 83(1993)-  19 43 20.85075(N)    155 05 24.45742(W)     ADJUSTED  
 TU2249* LOCAL TIDAL -                                                        
 TU2249  ___________________________________________________________________
 TU2249  EPOCH DATE  -        1993.62
 TU2249  LAPLACE CORR-         -18.08  (seconds)                    DEFLEC99
 TU2249  GEOID HEIGHT-          18.51  (meters)                     GEOID03
 TU2249
 TU2249  HORZ ORDER  -  THIRD
 TU2249
 TU2249.The horizontal coordinates were established by classical geodetic methods
 TU2249.and adjusted by the National Geodetic Survey in December 1998..
 TU2249.The horizontal coordinates are valid at the epoch date displayed above.
 TU2249.The epoch date for horizontal control is a decimal equivalence
 TU2249.of Year/Month/Day.
 TU2249
 TU2249
 TU2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2249
 TU2249.The geoid height was determined by GEOID03.
 TU2249
 TU2249;                    North         East     Units Scale Factor Converg.
 TU2249;SPC HI 1     -    98,470.679   542,965.534   MT  0.99998948   +0 08 18.0
 TU2249;UTM  05      - 2,182,117.822   280,943.368   MT  1.00019315   -0 42 20.3
 TU2249
 TU2249                          SUPERSEDED SURVEY CONTROL
 TU2249
 TU2249  NAD 83(1986)-  19 43 20.81972(N)    155 05 24.47626(W) AD(       ) 4
 TU2249  OLD HI      -  19 43 31.76127(N)    155 05 34.44518(W) AD(       ) 3
 TU2249
 TU2249.Superseded values are not recommended for survey control.
 TU2249.NGS no longer adjusts projects to the OLD HI datum.
 TU2249.See file dsdata.txt to determine how the superseded data were derived.
 TU2249
 TU2249_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8094382118(NAD 83)
 TU2249
 TU2249  HISTORY     - Date     Condition        Report By
 TU2249  HISTORY     - 1977     MONUMENTED       NGS
 TU2249  HISTORY     - 19970120 GOOD             USPSQD
 TU2249
 TU2249                          STATION DESCRIPTION
 TU2249
 TU2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2249'THE STATION IS LOCATED IN HILO, IN THE NORTH QUADRANT OF THE
 TU2249'INTERSECTION OF HAILI AND KAPIOLANI STREETS, AND IS THE CENTER
 TU2249'AND TOP OF A CROSS ON THE TOP OF THE GOLD DOME ON THE SAINT
 TU2249'JOSEPHS CATHOLIC CHURCH.  IT IS ABOUT 75 FEET HIGH.
 TU2249
 TU2249                          STATION RECOVERY (1997)
 TU2249
 TU2249'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2235 ***********************************************************************
 TU2235  DESIGNATION -  HILO SUGAR CO STACK
 TU2235  PID         -  TU2235
 TU2235  STATE/COUNTY-  HI/HAWAII
 TU2235  USGS QUAD   -  HILO (1995)
 TU2235
 TU2235                         *CURRENT SURVEY CONTROL
 TU2235  ___________________________________________________________________
 TU2235* NAD 83(1993)-  19 44 16.76764(N)    155 05 23.85073(W)     ADJUSTED  
 TU2235* LOCAL TIDAL -                                                        
 TU2235  ___________________________________________________________________
 TU2235  EPOCH DATE  -        1993.62
 TU2235  LAPLACE CORR-         -18.36  (seconds)                    DEFLEC99
 TU2235  GEOID HEIGHT-          18.40  (meters)                     GEOID03
 TU2235
 TU2235  HORZ ORDER  -  THIRD
 TU2235
 TU2235.The horizontal coordinates were established by classical geodetic methods
 TU2235.and adjusted by the National Geodetic Survey in December 1998..
 TU2235.The horizontal coordinates are valid at the epoch date displayed above.
 TU2235.The epoch date for horizontal control is a decimal equivalence
 TU2235.of Year/Month/Day.
 TU2235
 TU2235
 TU2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2235
 TU2235.The geoid height was determined by GEOID03.
 TU2235
 TU2235;                    North         East     Units Scale Factor Converg.
 TU2235;SPC HI 1     -   100,190.157   542,979.046   MT  0.99998949   +0 08 18.5
 TU2235;UTM  05      - 2,183,837.265   280,982.223   MT  1.00019294   -0 42 22.0
 TU2235
 TU2235                          SUPERSEDED SURVEY CONTROL
 TU2235
 TU2235  NAD 83(1986)-  19 44 16.73735(N)    155 05 23.86919(W) AD(       ) 4
 TU2235  OLD HI      -  19 44 27.67700(N)    155 05 33.83700(W) AD(       ) 3
 TU2235
 TU2235.Superseded values are not recommended for survey control.
 TU2235.NGS no longer adjusts projects to the OLD HI datum.
 TU2235.See file dsdata.txt to determine how the superseded data were derived.
 TU2235
 TU2235_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8098283837(NAD 83)
 TU2235
 TU2235  HISTORY     - Date     Condition        Report By
 TU2235  HISTORY     - 1949     MONUMENTED       CGS
 TU2235  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2235  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2235  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2235
 TU2235                          STATION DESCRIPTION
 TU2235
 TU2235'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2235'THE STATION IS LOCATED ON PROPERTY OF THE HILO SUGAR COMPANY,
 TU2235'WHICH LIES ABOUT 1 MILE NORTH OF THE HILO BUSINES DISTRICT.  THE
 TU2235'HILO SUGAR COMPANY MILL USED TO BE KNOWN AT THE WAINAKU MILL.  IT
 TU2235'IS NOT KNOWN IF THE PRESENT STACK OCCUPIES THE SAME POSITION AS
 TU2235'THE OLD WAINAKU MILL STACK.
 TU2235'
 TU2235'THE STATION IS THE TOP AND CENTER OF A STEEL SMOKE STACK WHICH
 TU2235'IS ABOUT 10 FEET IN DIAMETER AND 132 FEET IN HEIGHT.  IT IS
 TU2235'LOCATED ON THE NORTH SIDE OF THE BOILER HOUSE 40 FEET SOUTH OF THE
 TU2235'SEA WALL.  THE STACK RESTS ON A SQUARE CONCRETE BASE WHICH IS
 TU2235'ABOUT 15 FEET IN HEIGHT.
 TU2235
 TU2235                          STATION RECOVERY (1958)
 TU2235
 TU2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2235'THE STATION IS THE TOP OF THE METAL STACK, PAINTED GREY, WITH
 TU2235'A BLACK TOP, LOCATED ON THE HILO SUGAR PLANTATION CO.  GROUNDS
 TU2235'AT ALEALEA PT., ABOUT 0.8 MILE NORTH OF THE POST OFFICE IN
 TU2235'HILO.  STACK IS 165 FEET ABOVE THE WATER.
 TU2235
 TU2235                          STATION RECOVERY (1966)
 TU2235
 TU2235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2235'STATION WAS RECOVERED.  IT IS THE TALL, STEEL STACK, PAINTED
 TU2235'SILVER, WITH THE TOP BLACK, LOCATED AT THE HILO SUGAR COMPANY
 TU2235'MILL ABOUT 1 MILE NORTH OF HILO, ON EAST SIDE OF STATE HIGHWAY
 TU2235'19, AT ALEALEA POINT.
 TU2235
 TU2235                          STATION RECOVERY (1978)
 TU2235
 TU2235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2235'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1949.
 TU2235'
 TU2235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2235'1 MILE NORTH OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2214 ***********************************************************************
 TU2214  DESIGNATION -  HILO WAIAKEA SUGAR CO STACK
 TU2214  PID         -  TU2214
 TU2214  STATE/COUNTY-  HI/HAWAII
 TU2214  USGS QUAD   -  HILO (1995)
 TU2214
 TU2214                         *CURRENT SURVEY CONTROL
 TU2214  ___________________________________________________________________
 TU2214* NAD 83(1993)-  19 42 45.23905(N)    155 04 32.18326(W)     ADJUSTED  
 TU2214* LOCAL TIDAL -                                                        
 TU2214  ___________________________________________________________________
 TU2214  EPOCH DATE  -        1993.62
 TU2214  LAPLACE CORR-         -17.55  (seconds)                    DEFLEC99
 TU2214  GEOID HEIGHT-          18.20  (meters)                     GEOID03
 TU2214
 TU2214  HORZ ORDER  -  THIRD
 TU2214
 TU2214.The horizontal coordinates were established by classical geodetic methods
 TU2214.and adjusted by the National Geodetic Survey in December 1998..
 TU2214.The horizontal coordinates are valid at the epoch date displayed above.
 TU2214.The epoch date for horizontal control is a decimal equivalence
 TU2214.of Year/Month/Day.
 TU2214
 TU2214
 TU2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2214
 TU2214.The geoid height was determined by GEOID03.
 TU2214
 TU2214;                    North         East     Units Scale Factor Converg.
 TU2214;SPC HI 1     -    97,379.364   544,490.435   MT  0.99999112   +0 08 35.3
 TU2214;UTM  05      - 2,181,003.949   282,452.334   MT  1.00018501   -0 42 01.4
 TU2214
 TU2214                          SUPERSEDED SURVEY CONTROL
 TU2214
 TU2214  NAD 83(1986)-  19 42 45.20746(N)    155 04 32.20333(W) AD(       ) 4
 TU2214  OLD HI      -  19 42 56.14600(N)    155 04 42.17000(W) AD(       ) 3
 TU2214
 TU2214.Superseded values are not recommended for survey control.
 TU2214.NGS no longer adjusts projects to the OLD HI datum.
 TU2214.See file dsdata.txt to determine how the superseded data were derived.
 TU2214
 TU2214_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8245281004(NAD 83)
 TU2214
 TU2214  HISTORY     - Date     Condition        Report By
 TU2214  HISTORY     - 1949     MONUMENTED       CGS
 TU2214  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2214
 TU2214                          STATION DESCRIPTION
 TU2214
 TU2214'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2214'THE STATION IS THE TOP AND CENTER OF A STEEL SMOKE STACK AT THE
 TU2214'WAIAKEA SUGAR COMPANY MILL IN THE TOWN OF HILO.
 TU2214'
 TU2214'THE STACK IS 120 FEET IN HEIGHT 8 FEET IN DIAMETER AND RESTS
 TU2214'ON A CONCRETE BASE WHICH LIES TO THE NORTH OF THE BOILER ROOM.  THE
 TU2214'STACK WAS ERECTED IN 1934.
 TU2214'
 TU2214'THE STATION LIES ABOUT 1 MILE SOUTHEAST OF THE BUSINESS
 TU2214'DISTRICT IN THE TOWN OF HILO.
 TU2214
 TU2214                          STATION RECOVERY (1966)
 TU2214
 TU2214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2214'STATION IS DESTROYED.  STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1484 ***********************************************************************
 TU1484  DESIGNATION -  HINA
 TU1484  PID         -  TU1484
 TU1484  STATE/COUNTY-  HI/HONOLULU
 TU1484  USGS QUAD   -  KAHUKU (1983)
 TU1484
 TU1484                         *CURRENT SURVEY CONTROL
 TU1484  ___________________________________________________________________
 TU1484* NAD 83(1993)-  21 37 39.32514(N)    157 58 47.23283(W)     ADJUSTED  
 TU1484* LOCAL TIDAL -       570.9    (meters)    1873.     (feet)  VERT ANG  
 TU1484  ___________________________________________________________________
 TU1484  EPOCH DATE  -        1993.62
 TU1484  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 TU1484  GEOID HEIGHT-          14.38  (meters)                     GEOID03
 TU1484
 TU1484  HORZ ORDER  -  FIRST
 TU1484
 TU1484.The horizontal coordinates were established by classical geodetic methods
 TU1484.and adjusted by the National Geodetic Survey in December 1998..
 TU1484.The horizontal coordinates are valid at the epoch date displayed above.
 TU1484.The epoch date for horizontal control is a decimal equivalence
 TU1484.of Year/Month/Day.
 TU1484
 TU1484.The orthometric height was determined by vertical angle observations.
 TU1484
 TU1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1484
 TU1484.The geoid height was determined by GEOID03.
 TU1484
 TU1484;                    North         East     Units Scale Factor Converg.
 TU1484;SPC HI 3     -    51,034.121   502,092.633   MT  0.99999005   +0 00 26.8
 TU1484;UTM  04      - 2,391,953.848   605,584.082   MT  0.99973775   +0 22 33.8
 TU1484
 TU1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1484!SPC HI 3     -   0.99990802  x   0.99999005  =   0.99989807
 TU1484!UTM  04      -   0.99990802  x   0.99973775  =   0.99964579
 TU1484
 TU1484:                Primary Azimuth Mark                     Grid Az
 TU1484:SPC HI 3     -  KAHUKU MILL CHIMNEY                      028 31 26.4
 TU1484:UTM  04      -  KAHUKU MILL CHIMNEY                      028 09 19.4
 TU1484
 TU1484|---------------------------------------------------------------------|
 TU1484| PID    Reference Object                     Distance      Geod. Az  |
 TU1484|                                                           dddmmss.s |
 TU1484| TU1480 KAHUKU MILL CHIMNEY                 APPROX. 6.5 KM 0283153.2 |
 TU1484| CJ9497 HINA RM 1                             6.879 METERS 09210     |
 TU1484| CJ9498 HINA RM 2                             7.520 METERS 22340     |
 TU1484|---------------------------------------------------------------------|
 TU1484
 TU1484                          SUPERSEDED SURVEY CONTROL
 TU1484
 TU1484  NAD 83(1986)-  21 37 39.27453(N)    157 58 47.24351(W) AD(       ) 1
 TU1484  OLD HI      -  21 37 50.71652(N)    157 58 57.14942(W) AD(       ) 1
 TU1484
 TU1484.Superseded values are not recommended for survey control.
 TU1484.NGS no longer adjusts projects to the OLD HI datum.
 TU1484.See file dsdata.txt to determine how the superseded data were derived.
 TU1484
 TU1484_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0558491954(NAD 83)
 TU1484_MARKER: Z = SEE DESCRIPTION
 TU1484_SETTING: 0 = UNSPECIFIED SETTING
 TU1484
 TU1484  HISTORY     - Date     Condition        Report By
 TU1484  HISTORY     - 1969     MONUMENTED       CGS
 TU1484
 TU1484                          STATION DESCRIPTION
 TU1484
 TU1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1484'THE STATION IS LOCATED ABOUT 9 MILES EAST-NORTHEAST OF
 TU1484'HALEIWA, 6 MILES SOUTH OF KAHUKU AND 4-1/4 MILES WEST-SOUTHWEST
 TU1484'OF LAIE ON A HEAVILY-WOODED RIDGE.
 TU1484'
 TU1484'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83
 TU1484'AND 821 AT THE NORTH EDGE OF HALEIWA, GO NORTHEAST ON STATE
 TU1484'HIGHWAY 83 FOR 5.4 MILES TO A SIDE ROAD RIGHT AT A SMALL GROCERY
 TU1484'STORE.  TURN RIGHT FOLLOWING PUPUKEA DRIVE UP STEEP SLOPE FOR 2.3
 TU1484'MILES TO THE END OF THE ASPHALT ROAD.  CONTINUE AHEAD ON THE MAIN
 TU1484'ROAD FOR 0.7 MILE TO THE ENTRANCE TO CAMP PUPUKEA ON THE
 TU1484'LEFT.  CONTINUE AHEAD ON MAIN ROAD FOR 2.0 MILES TO A SIDE ROAD
 TU1484'ON THE LEFT.  CONTINUE AHEAD FOR 0.7 MILE TO A FORK.  KEEP
 TU1484'RIGHT FORK FOR 0.4 MILE ALONG ROUGH TRACK ROAD TO THE END
 TU1484'OF THE ROAD AND THE END OF TRUCK TRAVEL.  PACK AROUND RIGHT
 TU1484'SIDE OF HILL, FOLLOWING FOOT TRAIL FOR ABOUT TEN MINUTES TO A
 TU1484'TRAIL BRANCHING OFF TO THE RIGHT.  TAKE THE TRAIL TO THE
 TU1484'RIGHT UPHILL TO THE TOP OF THE RIDGE AND THEN CONTINUE ALONG
 TU1484'TRAIL TO OLD BUILDINGS ON THE LEFT.  CONTINUE ALONG TRAIL
 TU1484'FOR ABOUT 30 MINUTES TO A DIM TRAIL LEFT.  FOLLOW DIM TRAIL TO
 TU1484'THE LEFT, UPHILL, FOR ABOUT 10 MINUTES TO HIGHEST POINT AND
 TU1484'THE STATION.
 TU1484'
 TU1484'THE STATION MARK IS A STANDARD DISK, STAMPED HINA 1969, WELDED
 TU1484'TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 4 INCHES ABOVE THE
 TU1484'GROUND SURFACE.  IT IS SURROUNDED BY THICK BRUSH AND TREES.
 TU1484'
 TU1484'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HINA NO 1 1969,
 TU1484'WELDED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 1 FOOT ABOVE
 TU1484'THE GROUND SURFACE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU1484'
 TU1484'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HINA NO 2 1969,
 TU1484'WELDED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 1 FOOT ABOVE
 TU1484'THE GROUND SURFACE.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 TU1484'
 TU1484'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION BECAUSE YOU
 TU1484'NEED A 12-OR 14-FOOT STAND TO SEE OUT OVER THE TREES AND THEN
 TU1484'YOU CAN SEE THE KAHUKU MILL STACK WHICH CAN SERVE AS AN AZIMUTH.
 TU1484'
 TU1484'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THICK VEGETATION.
 TU1484'
 TU1484'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2709 ***********************************************************************
 TU2709  DESIGNATION -  HIND STACK
 TU2709  PID         -  TU2709
 TU2709  STATE/COUNTY-  HI/HAWAII
 TU2709  USGS QUAD   -  HAWI (1995)
 TU2709
 TU2709                         *CURRENT SURVEY CONTROL
 TU2709  ___________________________________________________________________
 TU2709* NAD 83(1993)-  20 14 11.40673(N)    155 49 45.33404(W)     ADJUSTED  
 TU2709* LOCAL TIDAL -                                                        
 TU2709  ___________________________________________________________________
 TU2709  EPOCH DATE  -        1993.62
 TU2709  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 TU2709  GEOID HEIGHT-          18.19  (meters)                     GEOID03
 TU2709
 TU2709  HORZ ORDER  -  THIRD
 TU2709
 TU2709.The horizontal coordinates were established by classical geodetic methods
 TU2709.and adjusted by the National Geodetic Survey in December 1998..
 TU2709.The horizontal coordinates are valid at the epoch date displayed above.
 TU2709.The epoch date for horizontal control is a decimal equivalence
 TU2709.of Year/Month/Day.
 TU2709
 TU2709
 TU2709.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2709
 TU2709.The geoid height was determined by GEOID03.
 TU2709
 TU2709;                    North         East     Units Scale Factor Converg.
 TU2709;SPC HI 1     -   155,357.784   465,596.711   MT  0.99998129   -0 06 50.0
 TU2709;UTM  05      - 2,240,178.886   204,397.173   MT  1.00068012   -0 58 45.6
 TU2709
 TU2709                          SUPERSEDED SURVEY CONTROL
 TU2709
 TU2709  NAD 83(1986)-  20 14 11.37516(N)    155 49 45.33299(W) AD(       ) 4
 TU2709  OLD HI      -  20 14 22.44000(N)    155 49 55.37100(W) AD(       ) 3
 TU2709
 TU2709.Superseded values are not recommended for survey control.
 TU2709.NGS no longer adjusts projects to the OLD HI datum.
 TU2709.See file dsdata.txt to determine how the superseded data were derived.
 TU2709
 TU2709_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0439740179(NAD 83)
 TU2709
 TU2709  HISTORY     - Date     Condition        Report By
 TU2709  HISTORY     - 1948     MONUMENTED       CGS
 TU2709  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2709
 TU2709                          STATION DESCRIPTION
 TU2709
 TU2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2709'LOCATED IN HAWI VILLAGE, ABOUT 400 FEET E OF KOHALA SUGAR
 TU2709'COMPANYS OFFICE AND STORE.  IT IS CONSTRUCTED OF CEMENTED
 TU2709'ROCKS.  IT IS CIRCULAR IN SHAPE, 15 FEET WIDE AT BOTTOM AND 7
 TU2709'FEET AT TOP.
 TU2709
 TU2709                          STATION RECOVERY (1967)
 TU2709
 TU2709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2709'STATION WAS RECOVERED.  LOCATED IN THE CENTER OF HAWI
 TU2709'VILLAGE, ABOUT 600 FEET SOUTHEAST OF THE MAIN INTERSECTION AND
 TU2709'400 FEET EAST OF STATE HIGHWAY 25.  STATION IS THE CENTER OF A
 TU2709'TAPERING, GRAY STACK ABOUT 80 FEET TALL, 15 FEET IN DIAMETER
 TU2709'AT THE BASE AND 7 FEET IN DIAMETER AT THE TOP, CONSTRUCTED OF
 TU2709'CEMENTED STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1978 ***********************************************************************
 TU1978  DESIGNATION -  HINIHINI
 TU1978  PID         -  TU1978
 TU1978  STATE/COUNTY-  HI/KAUAI
 TU1978  USGS QUAD   -  HANALEI (1996)
 TU1978
 TU1978                         *CURRENT SURVEY CONTROL
 TU1978  ___________________________________________________________________
 TU1978* NAD 83(1993)-  22 12 37.80399(N)    159 31 27.51717(W)     ADJUSTED  
 TU1978* LOCAL TIDAL -       210.0    (meters)     689.     (feet)  VERT ANG  
 TU1978  ___________________________________________________________________
 TU1978  EPOCH DATE  -        1993.62
 TU1978  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 TU1978  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1978
 TU1978  HORZ ORDER  -  THIRD
 TU1978
 TU1978.The horizontal coordinates were established by classical geodetic methods
 TU1978.and adjusted by the National Geodetic Survey in December 1998..
 TU1978.The horizontal coordinates are valid at the epoch date displayed above.
 TU1978.The epoch date for horizontal control is a decimal equivalence
 TU1978.of Year/Month/Day.
 TU1978
 TU1978.The orthometric height was determined by vertical angle observations.
 TU1978
 TU1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1978
 TU1978.The geoid height was determined by GEOID03.
 TU1978
 TU1978;                    North         East     Units Scale Factor Converg.
 TU1978;SPC HI 4     -    41,763.787   497,493.410   MT  0.99999008   -0 00 33.1
 TU1978;UTM  04      - 2,456,220.247   445,959.938   MT  0.99963608   -0 11 53.5
 TU1978
 TU1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1978!SPC HI 4     -   0.99996451  x   0.99999008  =   0.99995459
 TU1978!UTM  04      -   0.99996451  x   0.99963608  =   0.99960061
 TU1978
 TU1978|---------------------------------------------------------------------|
 TU1978| PID    Reference Object                     Distance      Geod. Az  |
 TU1978|                                                           dddmmss.s |
 TU1978| CJ9501 HINIHINI RM 3                         7.132 METERS 04625     |
 TU1978| TU1991 WEST                                APPROX. 0.8 KM 0605046.5 |
 TU1978| TU1972 WARE                                APPROX. 2.9 KM 0840705.4 |
 TU1978| TU1973 DEV                                 APPROX. 2.8 KM 0962152.6 |
 TU1978| TU1976 JAP SCHOOL FLAGSTAFF                APPROX. 2.6 KM 1073100.9 |
 TU1978| TU1977 BRIDGE                              APPROX. 0.9 KM 1143042.2 |
 TU1978| CJ9499 HINIHINI RM 1                         4.755 METERS 14855     |
 TU1978| TU1992 MAKANA                              APPROX. 5.8 KM 2783837.5 |
 TU1978| TU1984 HAENA                               APPROX. 6.0 KM 2834956.2 |
 TU1978| TU1980 NIHA                                APPROX. 2.6 KM 3005851.6 |
 TU1978| CJ9500 HINIHINI RM 2                         4.481 METERS 34750     |
 TU1978|---------------------------------------------------------------------|
 TU1978
 TU1978                          SUPERSEDED SURVEY CONTROL
 TU1978
 TU1978  NAD 83(1986)-  22 12 37.75976(N)    159 31 27.56594(W) AD(       ) 3
 TU1978  OLD HI      -  22 12 49.10700(N)    159 31 37.64500(W) AD(       ) 3
 TU1978
 TU1978.Superseded values are not recommended for survey control.
 TU1978.NGS no longer adjusts projects to the OLD HI datum.
 TU1978.See file dsdata.txt to determine how the superseded data were derived.
 TU1978
 TU1978_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4596056220(NAD 83)
 TU1978
 TU1978  HISTORY     - Date     Condition        Report By
 TU1978  HISTORY     - 1910     MONUMENTED       CGS
 TU1978  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1978  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1978
 TU1978                          STATION DESCRIPTION
 TU1978
 TU1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1978'IDENTICAL WITH THE HAWAIIAN GOVERNMENT SURVEY STATION ON PUU
 TU1978'HINIHINI, ON THE SUMMIT AT THE MAKAI (SEAWARD) END OF A RIDGE,
 TU1978'BETWEEN THE LANDS OF WAIPA AND LUMAHAI.  ABOUT 1/2 MILE WEST OF
 TU1978'HANALEI BAY AND 2 MILES WEST OF THE VILLAGE, FROM WHICH IT MAY BE
 TU1978'SEEN VERY PLAINLY.  MARKED BY A 1 1/2-INCH GAS PIPE DRIVEN IN
 TU1978'THE GROUND.  REFERENCE MARKS ARE AS FOLLOWS--NO. 1, BOTTLE SET
 TU1978'IN GROUND WITH NECK PROJECTING 2 INCHES, DISTANT 15.6 FEET IN
 TU1978'AZIMUTH 328 DEG 55 MIN.  NO. 2, BOTTLE SET IN GROUND WITH NECK
 TU1978'PROJECTING 2 INCHES, DISTANT 14.7 FEET, IN AZIMUTH 167 DEG
 TU1978'50 MIN.  NO. 3, BOTTLE SET IN THE GROUND WITH 2 INCHES OF
 TU1978'NECK PROJECTING, DISTANT 23.4 FEET, AZIMUTH 226 DEG 25 MIN.
 TU1978'IN 1927 THE STATION MARK AND ALL REFERENCE MARKS WERE
 TU1978'RECOVERED AS DESCRIBED.  A STANDARD DISK STATION MARK WAS
 TU1978'CEMENTED IN THE IRON PIPE MARKING THE STATION.
 TU1978
 TU1978                          STATION RECOVERY (1965)
 TU1978
 TU1978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1978'STATION MARK WAS RECOVERED IN GOOD CONDITION.  ONLY 1 OF THE
 TU1978'OLD BOTTLE REFERENCE MARKS, NUMBER 3, WAS RECOVERED.  IT IS
 TU1978'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1978'
 TU1978'STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF HANALEI
 TU1978'VILAGE AND 1-2-MILE WEST OF THE WEST SIDE OF THE ENTRANCE TO
 TU1978'HANALEI BAY, ON THE EAST END OF A BRUSH-COVERED RIDGE.
 TU1978'
 TU1978'TO REACH STATION FROM THE POST OFFICE IN HANALEI, GO WEST ON
 TU1978'STATE HIGHWAY 56 FOR 2.8 MILES TO WHERE HIGHWAY MAKES A SHARP
 TU1978'RIGHT TURN AFTER ROUNDING POINT OF RIDGE.  (THIS IS END OF TRUCK
 TU1978'TRAVEL).  A TRAIL STARTS ABOUT 150 FEET WEST OF HERE, GOING
 TU1978'UP ONTO CUTBANK ON LEFT.  FOLLOW THIS TRAIL AND GO SOUTHEAST
 TU1978'UP FAIRLY OPEN SLOPE ABOUT 1/4-MILE TO CREST, THEN GO LEFT
 TU1978'ALONG RIDGE-LINE ABOUT 150 YARDS TO STATION.
 TU1978'
 TU1978'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN CONCRETE
 TU1978'BENEATH THE 5-FOOT-SQUARE, CONCRETE PLATFORM OF THE TYPE B-1
 TU1978'SIGNAL.  ACCESS TO THE MARK IS HAD THROUGH A SMALL HAND-TUNNEL
 TU1978'PASSING BENEATH THE CENTER CONCRETE PEDESTAL OF THE SIGNAL.  A
 TU1978'RED AND WHITE METAL TARGET IS SET IN THE CONCRETE PEDESTAL AND
 TU1978'EXTENDS 8 FEET ABOVE IT.
 TU1978'
 TU1978'REFERENCE MARK IS A BROWN BOTTLE SET IN THE GROUND WITH 3 INCHES
 TU1978'OF THE NECK PROJECTING.  IT IS SET AT THE NORTHWEST SIDE OF A
 TU1978'LARGE LEHUA BUSH, 7.150 METERS, (23.456 FT) FROM STATION, IN
 TU1978'AZIMUTH 226 DEG 25 MIN AND IS 1 FOOT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3570 ***********************************************************************
 AA3570  SACS        -  This is a Secondary Airport Control Station.
 AA3570  DESIGNATION -  HNL D
 AA3570  PID         -  AA3570
 AA3570  STATE/COUNTY-  HI/HONOLULU
 AA3570  USGS QUAD   -  PEARL HARBOR (1983)
 AA3570
 AA3570                         *CURRENT SURVEY CONTROL
 AA3570  ___________________________________________________________________
 AA3570* NAD 83(1993)-  21 18 32.84107(N)    157 56 48.24254(W)     ADJUSTED  
 AA3570* LOCAL TIDAL -         1.0    (meters)       3.     (feet)  GPS OBS   
 AA3570  ___________________________________________________________________
 AA3570  EPOCH DATE  -        1993.62
 AA3570  X           -  -5,509,784.751 (meters)                     COMP
 AA3570  Y           -  -2,232,058.184 (meters)                     COMP
 AA3570  Z           -   2,303,320.550 (meters)                     COMP
 AA3570  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 AA3570  ELLIP HEIGHT-          17.29  (meters)          (11/30/94) GPS OBS
 AA3570  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 AA3570
 AA3570  HORZ ORDER  -  FIRST
 AA3570  ELLP ORDER  -  FIFTH     CLASS I
 AA3570
 AA3570.This mark is at Honolulu International Airport  (HNL)
 AA3570
 AA3570.The horizontal coordinates were established by GPS observations
 AA3570.and adjusted by the National Geodetic Survey in November 1994..
 AA3570.No horizontal observational check was made to the station.
 AA3570.The horizontal coordinates are valid at the epoch date displayed above.
 AA3570.The epoch date for horizontal control is a decimal equivalence
 AA3570.of Year/Month/Day.
 AA3570
 AA3570.The orthometric height was determined by GPS observations and a
 AA3570.high-resolution geoid model.
 AA3570.No vertical observational check was made to the station.
 AA3570
 AA3570.GPS derived orthometric heights for airport stations designated as
 AA3570.PACS or SACS are published to 2 decimal places.  This maintains
 AA3570.centimeter relative accuracy between the PACS and SACS.  It does
 AA3570.not indicate centimeter accuracy relative to other marks which are
 AA3570.part of the NAVD 88 network.
 AA3570
 AA3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3570
 AA3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3570
 AA3570.The ellipsoidal height was determined by GPS observations
 AA3570.and is referenced to NAD 83.
 AA3570
 AA3570.The geoid height was determined by GEOID03.
 AA3570
 AA3570;                    North         East     Units Scale Factor Converg.
 AA3570;SPC HI 3     -    15,773.507   505,526.546   MT  0.99999038   +0 01 09.7
 AA3570;UTM  04      - 2,356,724.615   609,242.273   MT  0.99974747   +0 22 58.1
 AA3570
 AA3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3570!SPC HI 3     -   0.99999728  x   0.99999038  =   0.99998766
 AA3570!UTM  04      -   0.99999728  x   0.99974747  =   0.99974475
 AA3570
 AA3570                          SUPERSEDED SURVEY CONTROL
 AA3570
 AA3570.No superseded survey control is available for this station.
 AA3570
 AA3570_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0924256725(NAD 83)
 AA3570_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3570_SP_SET: PREFAB CONC. POST IN EARTH
 AA3570_STAMPING: HNL D 1978
 AA3570_MARK LOGO: NOS   
 AA3570_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3570+STABILITY: SURFACE MOTION
 AA3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3570+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1994
 AA3570
 AA3570  HISTORY     - Date     Condition        Report By
 AA3570  HISTORY     - 1978     MONUMENTED       NOS
 AA3570  HISTORY     - 19940122 GOOD             NGS
 AA3570
 AA3570                          STATION DESCRIPTION
 AA3570
 AA3570'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (PDC)
 AA3570'THE STATION IS LOCATED ON THE HONOLULU INTERNATIONAL AIRPORT WHICH IS
 AA3570'AT W EDGE OF THE CITY OF HONOLULU AND SOUTH OF HIGHWAY H1. THE STATION
 AA3570'IS A STANDARD NOS DISK STAMPED -HNLD 1978- SET FLUSH WITH THE GROUND
 AA3570'IN THE TOP OF A IRREGULAR MASS OF CONCRETE.  THE STATION IS LOCATED N
 AA3570'OF THE W END OF RUNWAY 8R IN THE GRASS N OF THE LINE FORMED BY THE W
 AA3570'EDGE OF A RUNUP PAD.  IT IS 405.2 FT (123.5 M) NW OF TAXIWAY LIGHT
 AA3570'RB10, 391.5 FT (119.3 M) N OF THE NW CORNER OF THE RUNUP PAD AND 290.5
 AA3570'FT (88.5 M) W OF TAXIWAY LIGHT RB14. ACCESS TO THE AIRPORT CAN BE
 AA3570'ARRANGED BY CONTACTING AIRPORT OPERATIONS AT PHONE NUMBER
 AA3570'808-836-6465.
 AA3570
 AA3570                          STATION RECOVERY (1994)
 AA3570
 AA3570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3570'THE STATION IS LOCATED NEAR RUNWAY END 8R, 290.5 FEET (88.5 M) WEST OF
 AA3570'TAXIWAY LIGHT RB14, 405.2 FEET (123.5 M) NW OF TAXIWAY LIGHT RB 10 AND
 AA3570'391.5 FEET (119.3 M) NORTH OF THE NW CORNER OF A BLAST PAD.  THE MARK
 AA3570'IS A STANDARD NOS DISK STAMPED HNL D 1978 SET IN THE TOP OF AN
 AA3570'IRREGULAR ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3571 ***********************************************************************
 AA3571  SACS        -  This is a Secondary Airport Control Station.
 AA3571  DESIGNATION -  HNL E
 AA3571  PID         -  AA3571
 AA3571  STATE/COUNTY-  HI/HONOLULU
 AA3571  USGS QUAD   -  PEARL HARBOR (1983)
 AA3571
 AA3571                         *CURRENT SURVEY CONTROL
 AA3571  ___________________________________________________________________
 AA3571* NAD 83(1993)-  21 18 31.71818(N)    157 54 35.94458(W)     ADJUSTED  
 AA3571* LOCAL TIDAL -         1.4    (meters)       5.     (feet)  GPS OBS   
 AA3571  ___________________________________________________________________
 AA3571  EPOCH DATE  -        1993.62
 AA3571  X           -  -5,508,364.004 (meters)                     COMP
 AA3571  Y           -  -2,235,596.574 (meters)                     COMP
 AA3571  Z           -   2,303,288.543 (meters)                     COMP
 AA3571  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 AA3571  ELLIP HEIGHT-          17.75  (meters)          (11/30/94) GPS OBS
 AA3571  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 AA3571
 AA3571  HORZ ORDER  -  FIRST
 AA3571  ELLP ORDER  -  FIFTH     CLASS I
 AA3571
 AA3571.This mark is at Honolulu International Airport  (HNL)
 AA3571
 AA3571.The horizontal coordinates were established by GPS observations
 AA3571.and adjusted by the National Geodetic Survey in November 1994..
 AA3571.No horizontal observational check was made to the station.
 AA3571.The horizontal coordinates are valid at the epoch date displayed above.
 AA3571.The epoch date for horizontal control is a decimal equivalence
 AA3571.of Year/Month/Day.
 AA3571
 AA3571.The orthometric height was determined by GPS observations and a
 AA3571.high-resolution geoid model.
 AA3571.No vertical observational check was made to the station.
 AA3571
 AA3571.GPS derived orthometric heights for airport stations designated as
 AA3571.PACS or SACS are published to 2 decimal places.  This maintains
 AA3571.centimeter relative accuracy between the PACS and SACS.  It does
 AA3571.not indicate centimeter accuracy relative to other marks which are
 AA3571.part of the NAVD 88 network.
 AA3571
 AA3571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3571
 AA3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3571
 AA3571.The ellipsoidal height was determined by GPS observations
 AA3571.and is referenced to NAD 83.
 AA3571
 AA3571.The geoid height was determined by GEOID03.
 AA3571
 AA3571;                    North         East     Units Scale Factor Converg.
 AA3571;SPC HI 3     -    15,740.704   509,339.461   MT  0.99999108   +0 01 57.8
 AA3571;UTM  04      - 2,356,716.001   613,054.412   MT  0.99975794   +0 23 46.1
 AA3571
 AA3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3571!SPC HI 3     -   0.99999721  x   0.99999108  =   0.99998829
 AA3571!UTM  04      -   0.99999721  x   0.99975794  =   0.99975515
 AA3571
 AA3571                          SUPERSEDED SURVEY CONTROL
 AA3571
 AA3571.No superseded survey control is available for this station.
 AA3571
 AA3571_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1305456716(NAD 83)
 AA3571_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3571_SP_SET: PREFAB CONC. POST IN EARTH
 AA3571_STAMPING: HNL E 1978
 AA3571_MARK LOGO: NOS   
 AA3571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3571+STABILITY: SURFACE MOTION
 AA3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3571+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1994
 AA3571
 AA3571  HISTORY     - Date     Condition        Report By
 AA3571  HISTORY     - 1978     MONUMENTED       NOS
 AA3571  HISTORY     - 19940122 GOOD             NGS
 AA3571
 AA3571                          STATION DESCRIPTION
 AA3571
 AA3571'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (PDC)
 AA3571'THE STATION IS LOCATED ON THE HONOLULU INTERNATIONAL AIRPORT WHICH IS
 AA3571'AT THE W EDGE OF THE CITY OF HONOLULU AND SOUTH OF HIGHWAY H1. THE
 AA3571'STATION IS A STANDARD NOS DISK STAMPED -HNL E 1987- SET IN THE TOP OF
 AA3571'AN IRREGULAR MASS OF CONCRETE SET FLUSH WITH THE GROUND.   THE STATION
 AA3571'IS LOCATED N OF THE E END OF RUNWAY 26L IN THE GRASS AREA BETWEEN A
 AA3571'GRAVEL PERIMETER ROAD AND THE NE CORNER OF AN ASPHALT RUN UP PAD.  IT
 AA3571'IS 259.7 FT (79.2 M) NE OF TAXIWAY LIGHT RA9, 232.0 FT (70.7 M) SE OF
 AA3571'TAXIWAY LIGHT RA13, 198.7 FT (60.6 M) E OF TAXIWAY LIGHT RA11, AND 9 M
 AA3571'(29.5 FT) SW OF THE CENTERLINE OF A GRAVEL ROAD. FOR ACCESS TO THE
 AA3571'AIRPORT CONTACT THE AIRPORT OPERATIONS OFFICE AT 808-836-6465.
 AA3571
 AA3571                          STATION RECOVERY (1994)
 AA3571
 AA3571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3571'THE STATION IS LOCATED NEAR RUNWAY END 26L.  THE MARK IS 198.7 FEET
 AA3571'(60.6 M) EAST OF TAXIWAY LIGHT RA 11, 232.0 FEET (70.7 M) SE OF
 AA3571'TAXIWAY LIGHT RA 13 AND 259.7 FEET (79.2 M) NE OF TAXIWAY LIGHT RA 9.
 AA3571'THE MARK IS A STANDARD NOS DISK STAMPED HNL E 1978 SET IN THE TOP OF
 AA3571'AND IRREGULAR ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3602 ***********************************************************************
 AA3602  FBN         -  This is a Federal Base Network Control Station.
 AA3602  PACS        -  This is a Primary Airport Control Station.
 AA3602  DESIGNATION -  HNM ARP
 AA3602  PID         -  AA3602
 AA3602  STATE/COUNTY-  HI/MAUI
 AA3602  USGS QUAD   -  HANA (1983)
 AA3602
 AA3602                         *CURRENT SURVEY CONTROL
 AA3602  ___________________________________________________________________
 AA3602* NAD 83(1993)-  20 47 45.29899(N)    156 00 51.97515(W)     ADJUSTED  
 AA3602* LOCAL TIDAL -        17.41   (meters)      57.1    (feet)  GPS OBS   
 AA3602  ___________________________________________________________________
 AA3602  EPOCH DATE  -        1993.62
 AA3602  X           -  -5,450,051.519 (meters)                     COMP
 AA3602  Y           -  -2,424,873.908 (meters)                     COMP
 AA3602  Z           -   2,250,297.564 (meters)                     COMP
 AA3602  LAPLACE CORR-         -13.60  (seconds)                    DEFLEC99
 AA3602  ELLIP HEIGHT-          32.15  (meters)          (11/30/94) GPS OBS
 AA3602  GEOID HEIGHT-          14.09  (meters)                     GEOID03
 AA3602
 AA3602  HORZ ORDER  -  A
 AA3602  ELLP ORDER  -  THIRD     CLASS II
 AA3602
 AA3602.This mark is at Hana Airport  (HNM)
 AA3602
 AA3602.The horizontal coordinates were established by GPS observations
 AA3602.and adjusted by the National Geodetic Survey in November 1994..
 AA3602.The horizontal coordinates are valid at the epoch date displayed above.
 AA3602.The epoch date for horizontal control is a decimal equivalence
 AA3602.of Year/Month/Day.
 AA3602
 AA3602.The orthometric height was determined by GPS observations and a
 AA3602.high-resolution geoid model.
 AA3602
 AA3602.GPS derived orthometric heights for airport stations designated as
 AA3602.PACS or SACS are published to 2 decimal places.  This maintains
 AA3602.centimeter relative accuracy between the PACS and SACS.  It does
 AA3602.not indicate centimeter accuracy relative to other marks which are
 AA3602.part of the NAVD 88 network.
 AA3602
 AA3602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3602
 AA3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3602
 AA3602.The ellipsoidal height was determined by GPS observations
 AA3602.and is referenced to NAD 83.
 AA3602
 AA3602.The geoid height was determined by GEOID03.
 AA3602
 AA3602;                    North         East     Units Scale Factor Converg.
 AA3602;SPC HI 2     -    51,348.744   567,903.114   MT  1.00002363   +0 13 53.7
 AA3602;UTM  04      - 2,302,438.299   810,811.694   MT  1.00079405   +1 03 39.1
 AA3602;UTM  05      - 2,302,494.271   186,180.189   MT  1.00081728   -1 04 16.1
 AA3602
 AA3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3602!SPC HI 2     -   0.99999495  x   1.00002363  =   1.00001858
 AA3602!UTM  04      -   0.99999495  x   1.00079405  =   1.00078899
 AA3602!UTM  05      -   0.99999495  x   1.00081728  =   1.00081222
 AA3602
 AA3602:                Primary Azimuth Mark                     Grid Az
 AA3602:SPC HI 2     -  HNMB                                     089 49 26.0
 AA3602:UTM  04      -  HNMB                                     088 59 40.6
 AA3602:UTM  05      -  HNMB                                     091 07 35.8
 AA3602
 AA3602|---------------------------------------------------------------------|
 AA3602| PID    Reference Object                     Distance      Geod. Az  |
 AA3602|                                                           dddmmss.s |
 AA3602| AA3604 HNMB                                APPROX. 0.5 KM 0900319.7 |
 AA3602|---------------------------------------------------------------------|
 AA3602
 AA3602                          SUPERSEDED SURVEY CONTROL
 AA3602
 AA3602.No superseded survey control is available for this station.
 AA3602
 AA3602_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ1081202438(NAD 83)
 AA3602_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3602_SP_SET: CONCRETE POST
 AA3602_STAMPING: ARP 1963
 AA3602_MARK LOGO: NGS   
 AA3602_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3602+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AA3602
 AA3602  HISTORY     - Date     Condition        Report By
 AA3602  HISTORY     - 1963     MONUMENTED       NGS
 AA3602  HISTORY     - 19940310 GOOD             NGS
 AA3602  HISTORY     - 19970617 GOOD             USPSQD
 AA3602
 AA3602                          STATION DESCRIPTION
 AA3602
 AA3602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 (LFV)
 AA3602'THE STATION IS LOCATED AT THE HANA AIRPORT IN THE TOWN OF HANA ON THE
 AA3602'ISLAND OF MAUI, HAWAII. THE STATION IS LOCATED AT THE GEOMETRIC CENTER
 AA3602'OF THE HANA AIRPORT IN THE GRASS AREA ON THE N SIDE OF THE RUNWAY AND
 AA3602'MIDWAY BETWEEN THE ENDS.  IT IS 288.1 FT (87.8 M) NE OF THE CENTER
 AA3602'TAXIWAY STRIPE AT ITS JUNCTION WITH THE RUNWAY, 50 FT (15.2 M) N OF
 AA3602'THE N EDGE OF PAVING AND 50 FT (15.2 M) S OF THE N EDGE OF GRADED
 AA3602'AREA.  THE STATION IS SET FLUSH WITH THE GROUND.
 AA3602
 AA3602                          STATION RECOVERY (1994)
 AA3602
 AA3602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3602'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF HANA AIRPORT, IN
 AA3602'THE GRASS AREA ON THE NORTH SIDE OF THE RUNWAY AND MIDWAY FROM BOTH
 AA3602'ENDS.  IT IS 288.1 FT.  (87.8 M) NORTHWEST OF THE EAST TAXIWAY AND
 AA3602'STRIPE AT ITS INTERSECTION WITH THE RUNWAY, 181.8 FT.  (55.4 M)
 AA3602'NORTHEAST OF THE CENTER TAXIWAY AND STRIPE AT ITS INTERSECTION WITH
 AA3602'RUNWAY 8/26.  50 FEET (15.2 M) NORTH OF THE NORTH EDGE OF THE RUNWAY
 AA3602'AND 50 FEET (15.2 M) SOUTH OF A GRADED AREA.  IT IS A STANDARD
 AA3602'TOPOGRAPHIC DISK SET IN TOP OF A 12 INCH POST FLUSH WITH THE GROUND
 AA3602'AND STAMPED ARP 1963.
 AA3602
 AA3602                          STATION RECOVERY (1997)
 AA3602
 AA3602'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3603 ***********************************************************************
 AA3603  SACS        -  This is a Secondary Airport Control Station.
 AA3603  DESIGNATION -  HNMA
 AA3603  PID         -  AA3603
 AA3603  STATE/COUNTY-  HI/MAUI
 AA3603  USGS QUAD   -  HANA (1983)
 AA3603
 AA3603                         *CURRENT SURVEY CONTROL
 AA3603  ___________________________________________________________________
 AA3603* NAD 83(1993)-  20 47 45.31509(N)    156 01 10.97571(W)     ADJUSTED  
 AA3603* LOCAL TIDAL -        23.0    (meters)      75.     (feet)  GPS OBS   
 AA3603  ___________________________________________________________________
 AA3603  EPOCH DATE  -        1993.62
 AA3603  X           -  -5,450,279.543 (meters)                     COMP
 AA3603  Y           -  -2,424,373.932 (meters)                     COMP
 AA3603  Z           -   2,250,300.036 (meters)                     COMP
 AA3603  LAPLACE CORR-         -13.39  (seconds)                    DEFLEC99
 AA3603  ELLIP HEIGHT-          37.81  (meters)          (11/30/94) GPS OBS
 AA3603  GEOID HEIGHT-          14.19  (meters)                     GEOID03
 AA3603
 AA3603  HORZ ORDER  -  FIRST
 AA3603  ELLP ORDER  -  FIFTH     CLASS I
 AA3603
 AA3603.This mark is at Hana Airport  (HNM)
 AA3603
 AA3603.The horizontal coordinates were established by GPS observations
 AA3603.and adjusted by the National Geodetic Survey in November 1994..
 AA3603.No horizontal observational check was made to the station.
 AA3603.The horizontal coordinates are valid at the epoch date displayed above.
 AA3603.The epoch date for horizontal control is a decimal equivalence
 AA3603.of Year/Month/Day.
 AA3603
 AA3603.The orthometric height was determined by GPS observations and a
 AA3603.high-resolution geoid model.
 AA3603.No vertical observational check was made to the station.
 AA3603
 AA3603.GPS derived orthometric heights for airport stations designated as
 AA3603.PACS or SACS are published to 2 decimal places.  This maintains
 AA3603.centimeter relative accuracy between the PACS and SACS.  It does
 AA3603.not indicate centimeter accuracy relative to other marks which are
 AA3603.part of the NAVD 88 network.
 AA3603
 AA3603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3603
 AA3603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3603
 AA3603.The ellipsoidal height was determined by GPS observations
 AA3603.and is referenced to NAD 83.
 AA3603
 AA3603.The geoid height was determined by GEOID03.
 AA3603
 AA3603;                    North         East     Units Scale Factor Converg.
 AA3603;SPC HI 2     -    51,347.027   567,353.613   MT  1.00002271   +0 13 46.9
 AA3603;UTM  04      - 2,302,428.622   810,261.852   MT  1.00078982   +1 03 32.3
 AA3603;UTM  05      - 2,302,505.056   185,630.353   MT  1.00082155   -1 04 22.8
 AA3603
 AA3603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3603!SPC HI 2     -   0.99999406  x   1.00002271  =   1.00001677
 AA3603!UTM  04      -   0.99999406  x   1.00078982  =   1.00078387
 AA3603!UTM  05      -   0.99999406  x   1.00082155  =   1.00081560
 AA3603
 AA3603:                Primary Azimuth Mark                     Grid Az
 AA3603:SPC HI 2     -  HNM ARP                                  089 49 15.6
 AA3603:UTM  04      -  HNM ARP                                  088 59 30.2
 AA3603:UTM  05      -  HNM ARP                                  091 07 25.3
 AA3603
 AA3603|---------------------------------------------------------------------|
 AA3603| PID    Reference Object                     Distance      Geod. Az  |
 AA3603|                                                           dddmmss.s |
 AA3603| AA3602 HNM ARP                             APPROX. 0.5 KM 0900302.5 |
 AA3603|---------------------------------------------------------------------|
 AA3603
 AA3603                          SUPERSEDED SURVEY CONTROL
 AA3603
 AA3603.No superseded survey control is available for this station.
 AA3603
 AA3603_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ1026202429(NAD 83)
 AA3603_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3603_SP_SET: CONCRETE POST
 AA3603_STAMPING: AP 1963 STA. A.
 AA3603_MARK LOGO: CGS   
 AA3603_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3603+STABILITY: SURFACE MOTION
 AA3603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3603+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AA3603
 AA3603  HISTORY     - Date     Condition        Report By
 AA3603  HISTORY     - 1963     MONUMENTED       NOS
 AA3603  HISTORY     - 19970617 GOOD             USPSQD
 AA3603
 AA3603                          STATION DESCRIPTION
 AA3603
 AA3603'DESCRIBED BY NATIONAL OCEAN SERVICE 1963 (LFV)
 AA3603'THE STATION IS LOCATED ON THE AIRPORT IN THE TOWN OF HANA ON THE
 AA3603'ISLAND OF MAUI, HAWAII. THE STATION IS LOCATED IN THE W SECTION OF THE
 AA3603'AIRPORT NEAR RUNWAY END 8.  IT IS 331 FT (100.9 M) WSW OF A WINDSOCK,
 AA3603'100 FT (30.5 M) N OF THE CENTERLINE END OF RUNWAY 8, 50 FT (15.2 M) N
 AA3603'OF THE N EDGE OF THE PAVEMENT, 47 FT (14.3 M) S OF THE EDGE OF THE
 AA3603'GRADED AREA ON THE N SIDE OF THE RUNWAY.  THE STATION IS SET FLUSH
 AA3603'WITH THE GROUND.
 AA3603
 AA3603                          STATION RECOVERY (1997)
 AA3603
 AA3603'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3604 ***********************************************************************
 AA3604  SACS        -  This is a Secondary Airport Control Station.
 AA3604  DESIGNATION -  HNMB
 AA3604  PID         -  AA3604
 AA3604  STATE/COUNTY-  HI/MAUI
 AA3604  USGS QUAD   -  HANA (1983)
 AA3604
 AA3604                         *CURRENT SURVEY CONTROL
 AA3604  ___________________________________________________________________
 AA3604* NAD 83(1993)-  20 47 45.28140(N)    156 00 32.97504(W)     ADJUSTED  
 AA3604* LOCAL TIDAL -        15.7    (meters)      52.     (feet)  GPS OBS   
 AA3604  ___________________________________________________________________
 AA3604  EPOCH DATE  -        1993.62
 AA3604  X           -  -5,449,826.724 (meters)                     COMP
 AA3604  Y           -  -2,425,375.305 (meters)                     COMP
 AA3604  Z           -   2,250,296.401 (meters)                     COMP
 AA3604  LAPLACE CORR-         -13.84  (seconds)                    DEFLEC99
 AA3604  ELLIP HEIGHT-          30.30  (meters)          (11/30/94) GPS OBS
 AA3604  GEOID HEIGHT-          13.99  (meters)                     GEOID03
 AA3604
 AA3604  HORZ ORDER  -  FIRST
 AA3604  ELLP ORDER  -  FIFTH     CLASS I
 AA3604
 AA3604.This mark is at Hana Airport  (HNM)
 AA3604
 AA3604.The horizontal coordinates were established by GPS observations
 AA3604.and adjusted by the National Geodetic Survey in November 1994..
 AA3604.No horizontal observational check was made to the station.
 AA3604.The horizontal coordinates are valid at the epoch date displayed above.
 AA3604.The epoch date for horizontal control is a decimal equivalence
 AA3604.of Year/Month/Day.
 AA3604
 AA3604.The orthometric height was determined by GPS observations and a
 AA3604.high-resolution geoid model.
 AA3604.No vertical observational check was made to the station.
 AA3604
 AA3604.GPS derived orthometric heights for airport stations designated as
 AA3604.PACS or SACS are published to 2 decimal places.  This maintains
 AA3604.centimeter relative accuracy between the PACS and SACS.  It does
 AA3604.not indicate centimeter accuracy relative to other marks which are
 AA3604.part of the NAVD 88 network.
 AA3604
 AA3604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3604
 AA3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3604
 AA3604.The ellipsoidal height was determined by GPS observations
 AA3604.and is referenced to NAD 83.
 AA3604
 AA3604.The geoid height was determined by GEOID03.
 AA3604
 AA3604;                    North         East     Units Scale Factor Converg.
 AA3604;SPC HI 2     -    51,350.433   568,452.603   MT  1.00002455   +0 14 00.4
 AA3604;UTM  04      - 2,302,447.948   811,361.525   MT  1.00079828   +1 03 45.8
 AA3604;UTM  05      - 2,302,483.459   186,730.009   MT  1.00081301   -1 04 09.3
 AA3604
 AA3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3604!SPC HI 2     -   0.99999524  x   1.00002455  =   1.00001979
 AA3604!UTM  04      -   0.99999524  x   1.00079828  =   1.00079351
 AA3604!UTM  05      -   0.99999524  x   1.00081301  =   1.00080824
 AA3604
 AA3604:                Primary Azimuth Mark                     Grid Az
 AA3604:SPC HI 2     -  HNM ARP                                  269 49 26.0
 AA3604:UTM  04      -  HNM ARP                                  268 59 40.6
 AA3604:UTM  05      -  HNM ARP                                  271 07 35.7
 AA3604
 AA3604|---------------------------------------------------------------------|
 AA3604| PID    Reference Object                     Distance      Geod. Az  |
 AA3604|                                                           dddmmss.s |
 AA3604| AA3602 HNM ARP                             APPROX. 0.5 KM 2700326.4 |
 AA3604|---------------------------------------------------------------------|
 AA3604
 AA3604                          SUPERSEDED SURVEY CONTROL
 AA3604
 AA3604.No superseded survey control is available for this station.
 AA3604
 AA3604_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ1136202448(NAD 83)
 AA3604_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3604_SP_SET: CONCRETE POST
 AA3604_STAMPING: AP 1963 STA. B.
 AA3604_MARK LOGO: CGS   
 AA3604_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3604+STABILITY: SURFACE MOTION
 AA3604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3604+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AA3604
 AA3604  HISTORY     - Date     Condition        Report By
 AA3604  HISTORY     - 1963     MONUMENTED       NOS
 AA3604  HISTORY     - 19970617 GOOD             USPSQD
 AA3604
 AA3604                          STATION DESCRIPTION
 AA3604
 AA3604'DESCRIBED BY NATIONAL OCEAN SERVICE 1963 (LFV)
 AA3604'THE STATION IS LOCATED ON THE AIRPORT IN THE TOWN OF HANA ON THE
 AA3604'ISLAND OF MAUI, HAWAII. THE STATION IS LOCATED ON THE E SECTION OF THE
 AA3604'AIRPORT NEAR RUNWAY END 26.  IT IS 216.7 FT (66.1 M) E OF A WINDSOCK,
 AA3604'100 FT (30.5 M) N OF THE CENTERLINE END OF RUNWAY 26, 50 FT (15.2 M) N
 AA3604'OF THE N EDGE OF PAVEMENT, 47 FT (14.3 M) S OF THE N EDGE OF GRADED
 AA3604'AREA ON THE N SIDE OF THE RUNWAY.  THE STATION IS SET FLUSH WITH THE
 AA3604'GROUND.
 AA3604
 AA3604                          STATION RECOVERY (1997)
 AA3604
 AA3604'RECOVERY NOTE BY US POWER SQUADRON 1997
 AA3604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0664 ***********************************************************************
 TU0664  DESIGNATION -  HO 10
 TU0664  PID         -  TU0664
 TU0664  STATE/COUNTY-  HI/HONOLULU
 TU0664  USGS QUAD   -  EWA (1983)
 TU0664
 TU0664                         *CURRENT SURVEY CONTROL
 TU0664  ___________________________________________________________________
 TU0664* NAD 83(1986)-  21 20 02.     (N)    158 01 24.     (W)     SCALED    
 TU0664* LOCAL TIDAL -         9.859  (meters)      32.35   (feet)  ADJ UNCH  
 TU0664  ___________________________________________________________________
 TU0664  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU0664
 TU0664  VERT ORDER  -  SECOND    CLASS 0
 TU0664
 TU0664.The horizontal coordinates were scaled from a topographic map and have
 TU0664.an estimated accuracy of +/- 6 seconds.
 TU0664
 TU0664.The orthometric height was key entered from printed documents
 TU0664.and not key verified.
 TU0664
 TU0664.The geoid height was determined by GEOID03.
 TU0664
 TU0664;                    North         East    Units  Estimated Accuracy
 TU0664;SPC HI 3     -    18,520.      497,580.      MT  (+/- 180 meters Scaled)
 TU0664
 TU0664                          SUPERSEDED SURVEY CONTROL
 TU0664
 TU0664.No superseded survey control is available for this station.
 TU0664
 TU0664_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ012594(NAD 83)
 TU0664_MARKER: DB = BENCH MARK DISK
 TU0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0664_SP_SET: CONCRETE PAD
 TU0664_STAMPING: HO 10 1966
 TU0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0664
 TU0664  HISTORY     - Date     Condition        Report By
 TU0664  HISTORY     - 1966     MONUMENTED       CGS
 TU0664
 TU0664                          STATION DESCRIPTION
 TU0664
 TU0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0664'1.5 MI NW FROM EWA BEACH.
 TU0664'1.6 MILES NORTHWEST ON STATE HIGHWAY 76 FROM THE BANK OF HAWAII IN EWA
 TU0664'BEACH, THENCE LEFT, WEST-SOUTHWEST, ON BARBERS POINT NAS ROAD FOR 0.05
 TU0664'MILE.  ON RIGHT SIDE OF ROAD, 46 YARDS EAST-NORTHEAST OF HIGHWAY SIGN
 TU0664'SPEED LIMIT 45, 48 FEET NORTH-NORTHWEST OF CENTER LINE OF ROAD, AND
 TU0664'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 12-FOOT-SQUARE,
 TU0664'CONCRETE PAD THAT IS FLUSH WITH THE GROUND AND HAS A 5 X 8-FOOT,
 TU0664'CONCRETE BOX IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0666 ***********************************************************************
 TU0666  DESIGNATION -  HO 4
 TU0666  PID         -  TU0666
 TU0666  STATE/COUNTY-  HI/HONOLULU
 TU0666  USGS QUAD   -  PEARL HARBOR (1983)
 TU0666
 TU0666                         *CURRENT SURVEY CONTROL
 TU0666  ___________________________________________________________________
 TU0666* NAD 83(1986)-  21 19 14.     (N)    158 00 55.     (W)     SCALED    
 TU0666* LOCAL TIDAL -         5.318  (meters)      17.45   (feet)  ADJ UNCH  
 TU0666  ___________________________________________________________________
 TU0666  GEOID HEIGHT-          15.36  (meters)                     GEOID03
 TU0666
 TU0666  VERT ORDER  -  SECOND    CLASS 0
 TU0666
 TU0666.The horizontal coordinates were scaled from a topographic map and have
 TU0666.an estimated accuracy of +/- 6 seconds.
 TU0666
 TU0666.The orthometric height was key entered from printed documents
 TU0666.and not key verified.
 TU0666
 TU0666.The geoid height was determined by GEOID03.
 TU0666
 TU0666;                    North         East    Units  Estimated Accuracy
 TU0666;SPC HI 3     -    17,040.      498,420.      MT  (+/- 180 meters Scaled)
 TU0666
 TU0666                          SUPERSEDED SURVEY CONTROL
 TU0666
 TU0666.No superseded survey control is available for this station.
 TU0666
 TU0666_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ021579(NAD 83)
 TU0666_MARKER: DB = BENCH MARK DISK
 TU0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0666_SP_SET: CULVERT
 TU0666_STAMPING: HO 4 1965
 TU0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0666
 TU0666  HISTORY     - Date     Condition        Report By
 TU0666  HISTORY     - 1965     MONUMENTED       CGS
 TU0666
 TU0666                          STATION DESCRIPTION
 TU0666
 TU0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0666'0.35 MI NW FROM EWA BEACH.
 TU0666'0.35 MILE NORTHWEST ALONG FORT WEAVER ROAD FROM THE BANK OF HAWAII AND
 TU0666'POST OFFICE IN EWA BEACH, ON SOUTHWEST SIDE OF ROAD, OPPOSITE HOUSE AT
 TU0666'91-1004 FORT WEAVER ROAD, 12 FEET SOUTHEAST OF POWER POLE NO. 64, 14.7
 TU0666'FEET SOUTHWEST OF CENTERLINE OF ROAD, 56 YARDS NORTHWEST OF FIREPLUG
 TU0666'NO. L 277, AND CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF A
 TU0666'CONCRETE CULVERT RAILING THAT PROJECTS 6 INCHES ABOVE ROAD-BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0458 ***********************************************************************
 TU0458  DESIGNATION -  HO 5
 TU0458  PID         -  TU0458
 TU0458  STATE/COUNTY-  HI/HONOLULU
 TU0458  USGS QUAD   -  PEARL HARBOR (1983)
 TU0458
 TU0458                         *CURRENT SURVEY CONTROL
 TU0458  ___________________________________________________________________
 TU0458* NAD 83(1986)-  21 19 10.     (N)    157 59 01.     (W)     SCALED    
 TU0458* LOCAL TIDAL -         1.505  (meters)       4.94   (feet)  ADJ UNCH  
 TU0458  ___________________________________________________________________
 TU0458  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU0458
 TU0458  VERT ORDER  -  SECOND    CLASS 0
 TU0458
 TU0458.The horizontal coordinates were scaled from a topographic map and have
 TU0458.an estimated accuracy of +/- 6 seconds.
 TU0458
 TU0458.The orthometric height was key entered from printed documents
 TU0458.and not key verified.
 TU0458
 TU0458.The geoid height was determined by GEOID03.
 TU0458
 TU0458;                    North         East    Units  Estimated Accuracy
 TU0458;SPC HI 3     -    16,920.      501,700.      MT  (+/- 180 meters Scaled)
 TU0458
 TU0458                          SUPERSEDED SURVEY CONTROL
 TU0458
 TU0458.No superseded survey control is available for this station.
 TU0458
 TU0458_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ054578(NAD 83)
 TU0458_MARKER: DB = BENCH MARK DISK
 TU0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0458_SP_SET: SIDEWALK
 TU0458_STAMPING: HO 5 1966
 TU0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0458
 TU0458  HISTORY     - Date     Condition        Report By
 TU0458  HISTORY     - 1966     MONUMENTED       CGS
 TU0458
 TU0458                          STATION DESCRIPTION
 TU0458
 TU0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0458'2 MI E FROM EWA BEACH.
 TU0458'1.6 MILES EASTERLY ON FORT WEAVER ROAD FROM THE ENTRANCE TO THE
 TU0458'HONOLULU MAGNETIC OBSERVATORY OF THE U.S. COAST AND GEODETIC SURVEY.
 TU0458'JUST INSIDE ENTRANCE TO NAVY CAPEHART HOUSING AREA, ABOUT 50 YARDS
 TU0458'WEST, DIAGONALLY ACROSS ROAD, FROM THE POST EXCHANGE ANNEX, AT
 TU0458'SOUTHWEST CORNER OF IRIQUOIS POINT SCHOOL GROUNDS, ON EAST SIDE OF
 TU0458'ENTRANCE TO SCHOOL PARKING LOT, OPPOSITE MIDDLE OF A CURVED FLOWER
 TU0458'BED, 36 FEET NORTH OF CENTER LINE OF MAIN ROAD, 15 FEET NORTH OF END
 TU0458'OF SIDEWALK, AND CEMENTED IN A DRILL HOLE IN WEST EDGE OF THE CONCRETE
 TU0458'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0676 ***********************************************************************
 TU0676  DESIGNATION -  HO 8
 TU0676  PID         -  TU0676
 TU0676  STATE/COUNTY-  HI/HONOLULU
 TU0676  USGS QUAD   -  PEARL HARBOR (1983)
 TU0676
 TU0676                         *CURRENT SURVEY CONTROL
 TU0676  ___________________________________________________________________
 TU0676* NAD 83(1986)-  21 20 54.     (N)    158 00 11.     (W)     SCALED    
 TU0676* LOCAL TIDAL -         6.611  (meters)      21.69   (feet)  ADJ UNCH  
 TU0676  ___________________________________________________________________
 TU0676  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU0676
 TU0676  VERT ORDER  -  SECOND    CLASS 0
 TU0676
 TU0676.The horizontal coordinates were scaled from a topographic map and have
 TU0676.an estimated accuracy of +/- 6 seconds.
 TU0676
 TU0676.The orthometric height was key entered from printed documents
 TU0676.and not key verified.
 TU0676
 TU0676.The geoid height was determined by GEOID03.
 TU0676
 TU0676;                    North         East    Units  Estimated Accuracy
 TU0676;SPC HI 3     -    20,110.      499,680.      MT  (+/- 180 meters Scaled)
 TU0676
 TU0676                          SUPERSEDED SURVEY CONTROL
 TU0676
 TU0676.No superseded survey control is available for this station.
 TU0676
 TU0676_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ033610(NAD 83)
 TU0676_MARKER: DB = BENCH MARK DISK
 TU0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0676_SP_SET: CULVERT
 TU0676_STAMPING: HO 8 1966
 TU0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0676
 TU0676  HISTORY     - Date     Condition        Report By
 TU0676  HISTORY     - 1966     MONUMENTED       CGS
 TU0676
 TU0676                          STATION DESCRIPTION
 TU0676
 TU0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0676'2.25 MI NNE FROM EWA BEACH.
 TU0676'0.25 MILE SOUTHEAST ON STATE HIGHWAY 76 FROM THE BANK OF HAWAII IN EWA
 TU0676'BEACH, THENCE LEFT, NORTHEAST, AT SIGN CAPEHART HOUSING ON MACADAM
 TU0676'ROAD FOR 1.9 MILES TO MILITARY AREA FENCE AND GATE, THENCE LEFT,
 TU0676'NORTHWEST, ON HIGHWAY ALONG LEFT SIDE OF FENCE FOR 1.6 MILES TO
 TU0676'ENTRANCE TO U.S. NAVY N.A.D. ON RIGHT.  PASS THROUGH ENTRANCE AND GO
 TU0676'NORTHEAST ON FIRST STREET 0.2 MILE, THENCE RIGHT, SOUTHEAST, ON C
 TU0676'STREET 0.1 MILE.  ON LEFT, NORTHEAST SIDE OF STREET, 6 FEET NORTHEAST
 TU0676'OF EDGE OF STREET, 49 FEET EAST OF WATER HYDRANT NO. 32, 96 FEET
 TU0676'NORTHEAST OF NORTHEAST CORNER OF FIRE HOUSE BUILDING NO. 432, 32 FEET
 TU0676'NORTHEAST OF A POWER POLE, AND CEMENTED IN A DRILL HOLE IN THE CENTER
 TU0676'OF A CONCRETE CULVERT ABUTMENT THAT PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0673 ***********************************************************************
 TU0673  DESIGNATION -  HO 9
 TU0673  PID         -  TU0673
 TU0673  STATE/COUNTY-  HI/HONOLULU
 TU0673  USGS QUAD   -  PEARL HARBOR (1983)
 TU0673
 TU0673                         *CURRENT SURVEY CONTROL
 TU0673  ___________________________________________________________________
 TU0673* NAD 83(1986)-  21 20 27.     (N)    158 00 53.     (W)     SCALED    
 TU0673* LOCAL TIDAL -        10.106  (meters)      33.16   (feet)  ADJ UNCH  
 TU0673  ___________________________________________________________________
 TU0673  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU0673
 TU0673  VERT ORDER  -  SECOND    CLASS 0
 TU0673
 TU0673.The horizontal coordinates were scaled from a topographic map and have
 TU0673.an estimated accuracy of +/- 6 seconds.
 TU0673
 TU0673.The orthometric height was key entered from printed documents
 TU0673.and not key verified.
 TU0673
 TU0673.The geoid height was determined by GEOID03.
 TU0673
 TU0673;                    North         East    Units  Estimated Accuracy
 TU0673;SPC HI 3     -    19,280.      498,470.      MT  (+/- 180 meters Scaled)
 TU0673
 TU0673                          SUPERSEDED SURVEY CONTROL
 TU0673
 TU0673.No superseded survey control is available for this station.
 TU0673
 TU0673_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ021601(NAD 83)
 TU0673_MARKER: DB = BENCH MARK DISK
 TU0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0673_SP_SET: CONCRETE BOX
 TU0673_STAMPING: HO 9 1966
 TU0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0673
 TU0673  HISTORY     - Date     Condition        Report By
 TU0673  HISTORY     - 1966     MONUMENTED       CGS
 TU0673
 TU0673                          STATION DESCRIPTION
 TU0673
 TU0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0673'1.75 MI N FROM EWA BEACH.
 TU0673'1.6 MILES NORTHWEST ON STATE HIGHWAY 76 FROM THE BANK OF HAWAII IN EWA
 TU0673'BEACH, THENCE RIGHT, NORTHEAST, ON STATE HIGHWAY 764 FOR 0.9 MILE. ON
 TU0673'RIGHT, SOUTHEAST, SIDE OF HIGHWAY, AT POINT WHERE A POWER LINE CROSSES
 TU0673'HIGHWAY AND THEN RUNS SOUTHWEST ALONG HIGHWAY, 20 FEET SOUTHEAST OF
 TU0673'CENTER LINE OF HIGHWAY, 6-1/2 FEET EAST OF A YELLOW AND BLACK METAL
 TU0673'POST, 36 FEET NORTHEAST OF A CONCRETE, HIGHWAY-CROSSING STRIP, AND
 TU0673'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A 6 X 8-FOOT,
 TU0673'YELLOW, CONCRETE BOX THAT PROJECTS 1 FOOT ABOVE GROUND AND HAS IRON
 TU0673'DOORS ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0671 ***********************************************************************
 TU0671  DESIGNATION -  HO NO 1
 TU0671  PID         -  TU0671
 TU0671  STATE/COUNTY-  HI/HONOLULU
 TU0671  USGS QUAD   -  PEARL HARBOR (1983)
 TU0671
 TU0671                         *CURRENT SURVEY CONTROL
 TU0671  ___________________________________________________________________
 TU0671* NAD 83(1986)-  21 18 53.     (N)    157 59 55.     (W)     SCALED    
 TU0671* LOCAL TIDAL -         1.642  (meters)       5.39   (feet)  ADJ UNCH  
 TU0671  ___________________________________________________________________
 TU0671  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0671
 TU0671  VERT ORDER  -  SECOND    CLASS 0
 TU0671
 TU0671.The horizontal coordinates were scaled from a topographic map and have
 TU0671.an estimated accuracy of +/- 6 seconds.
 TU0671
 TU0671.The orthometric height was key entered from printed documents
 TU0671.and not key verified.
 TU0671
 TU0671.The geoid height was determined by GEOID03.
 TU0671
 TU0671;                    North         East    Units  Estimated Accuracy
 TU0671;SPC HI 3     -    16,390.      500,140.      MT  (+/- 180 meters Scaled)
 TU0671
 TU0671                          SUPERSEDED SURVEY CONTROL
 TU0671
 TU0671.No superseded survey control is available for this station.
 TU0671
 TU0671_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ038573(NAD 83)
 TU0671_MARKER: DB = BENCH MARK DISK
 TU0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0671_SP_SET: CULVERT
 TU0671_STAMPING: HO NO 4 1965
 TU0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0671
 TU0671  HISTORY     - Date     Condition        Report By
 TU0671  HISTORY     - 1965     MONUMENTED       CGS
 TU0671  HISTORY     - 1966     GOOD             NGS
 TU0671
 TU0671                          STATION DESCRIPTION
 TU0671
 TU0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0671'1 MI E FROM EWA BEACH.
 TU0671'AT THE HONOLULU MAGNETIC OBSERVATORY OF THE U.S. COAST AND GEODETIC
 TU0671'SURVEY, AT SOUTH SIDE OF DRIVE IN FRONT OF OBSERVATORY OFFICE, 63 FEET
 TU0671'EAST-NORTHEAST OF FLAGPOLE, 80 FEET SOUTHEAST OF OFFICE DOOR, 4 FEET
 TU0671'SOUTH OF EDGE OF DRIVE, 63 FEET NORTH OF BENCH MARK HO NO 2, AND
 TU0671'CEMENTED IN A DRILL HOLE IN A SMALL, CONCRETE, CULVERT ABUTMENT FLUSH
 TU0671'WITH GROUND.
 TU0671
 TU0671                          STATION RECOVERY (1966)
 TU0671
 TU0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0672 ***********************************************************************
 TU0672  DESIGNATION -  HO NO 2
 TU0672  PID         -  TU0672
 TU0672  STATE/COUNTY-  HI/HONOLULU
 TU0672  USGS QUAD   -  PEARL HARBOR (1983)
 TU0672
 TU0672                         *CURRENT SURVEY CONTROL
 TU0672  ___________________________________________________________________
 TU0672* NAD 83(1986)-  21 18 52.     (N)    157 59 55.     (W)     SCALED    
 TU0672* LOCAL TIDAL -         1.580  (meters)       5.18   (feet)  ADJ UNCH  
 TU0672  ___________________________________________________________________
 TU0672  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0672
 TU0672  VERT ORDER  -  SECOND    CLASS 0
 TU0672
 TU0672.The horizontal coordinates were scaled from a topographic map and have
 TU0672.an estimated accuracy of +/- 6 seconds.
 TU0672
 TU0672.The orthometric height was key entered from printed documents
 TU0672.and not key verified.
 TU0672
 TU0672.The geoid height was determined by GEOID03.
 TU0672
 TU0672;                    North         East    Units  Estimated Accuracy
 TU0672;SPC HI 3     -    16,360.      500,140.      MT  (+/- 180 meters Scaled)
 TU0672
 TU0672                          SUPERSEDED SURVEY CONTROL
 TU0672
 TU0672.No superseded survey control is available for this station.
 TU0672
 TU0672_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ038572(NAD 83)
 TU0672_MARKER: DB = BENCH MARK DISK
 TU0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0672_SP_SET: CULVERT
 TU0672_STAMPING: HO NO 2 1965
 TU0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0672
 TU0672  HISTORY     - Date     Condition        Report By
 TU0672  HISTORY     - 1965     MONUMENTED       CGS
 TU0672  HISTORY     - 1966     GOOD             NGS
 TU0672
 TU0672                          STATION DESCRIPTION
 TU0672
 TU0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU0672'1 MI E FROM EWA BEACH.
 TU0672'AT THE HONOLULU MAGNETIC OBSERVATORY OF THE U.S. COAST AND GEODETIC
 TU0672'SURVEY, ON NORTHWEST SIDE OF CURVING ENTRANCE ROAD TO THE OBSERVATORY,
 TU0672'68 FEET EAST-SOUTHEAST OF FLAGPOLE, 63 FEET SOUTH OF BENCH MARK HO NO
 TU0672'1, 142 FEET SOUTHEAST OF OFFICE DOOR, AND CEMENTED IN A DRILL HOLE IN
 TU0672'A SMALL, CONCRETE, CULVERT ABUTMENT FLUSH WITH GROUND.
 TU0672
 TU0672                          STATION RECOVERY (1966)
 TU0672
 TU0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3012 ***********************************************************************
 TU3012  DESIGNATION -  HOBSONS FLAGSTAFF
 TU3012  PID         -  TU3012
 TU3012  STATE/COUNTY-  HI/MAUI
 TU3012  USGS QUAD   -  WAILUKU (1997)
 TU3012
 TU3012                         *CURRENT SURVEY CONTROL
 TU3012  ___________________________________________________________________
 TU3012* NAD 83(1993)-  20 53 43.68023(N)    156 27 49.81696(W)     ADJUSTED  
 TU3012* LOCAL TIDAL -                                                        
 TU3012  ___________________________________________________________________
 TU3012  EPOCH DATE  -        1993.62
 TU3012  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 TU3012  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU3012
 TU3012  HORZ ORDER  -  THIRD
 TU3012
 TU3012.The horizontal coordinates were established by classical geodetic methods
 TU3012.and adjusted by the National Geodetic Survey in December 1998..
 TU3012.The horizontal coordinates are valid at the epoch date displayed above.
 TU3012.The epoch date for horizontal control is a decimal equivalence
 TU3012.of Year/Month/Day.
 TU3012
 TU3012
 TU3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3012
 TU3012.The geoid height was determined by GEOID03.
 TU3012
 TU3012;                    North         East     Units Scale Factor Converg.
 TU3012;SPC HI 2     -    62,246.194   521,102.151   MT  0.99997217   +0 04 20.4
 TU3012;UTM  04      - 2,312,662.267   763,828.060   MT  1.00046028   +0 54 18.3
 TU3012
 TU3012                          SUPERSEDED SURVEY CONTROL
 TU3012
 TU3012  NAD 83(1986)-  20 53 43.64024(N)    156 27 49.80356(W) AD(       ) 4
 TU3012  OLD HI      -  20 53 55.14500(N)    156 27 59.98200(W) AD(       ) 3
 TU3012
 TU3012.Superseded values are not recommended for survey control.
 TU3012.NGS no longer adjusts projects to the OLD HI datum.
 TU3012.See file dsdata.txt to determine how the superseded data were derived.
 TU3012
 TU3012_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6382812662(NAD 83)
 TU3012
 TU3012  HISTORY     - Date     Condition        Report By
 TU3012  HISTORY     - UNK      MONUMENTED
 TU3012  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3012
 TU3012                          STATION DESCRIPTION
 TU3012
 TU3012'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3012'THIS FLAGSTAFF NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3458 ***********************************************************************
 TU3458  DESIGNATION -  HOCK
 TU3458  PID         -  TU3458
 TU3458  STATE/COUNTY-  HI/MAUI
 TU3458  USGS QUAD   -  ILIO POINT (1993)
 TU3458
 TU3458                         *CURRENT SURVEY CONTROL
 TU3458  ___________________________________________________________________
 TU3458* NAD 83(1993)-  21 11 07.70483(N)    157 14 54.82426(W)     ADJUSTED  
 TU3458* LOCAL TIDAL -                                                        
 TU3458  ___________________________________________________________________
 TU3458  EPOCH DATE  -        1993.62
 TU3458  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 TU3458  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU3458
 TU3458  HORZ ORDER  -  THIRD
 TU3458
 TU3458.The horizontal coordinates were established by classical geodetic methods
 TU3458.and adjusted by the National Geodetic Survey in December 1998..
 TU3458.The horizontal coordinates are valid at the epoch date displayed above.
 TU3458.The epoch date for horizontal control is a decimal equivalence
 TU3458.of Year/Month/Day.
 TU3458
 TU3458
 TU3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3458
 TU3458.The geoid height was determined by GEOID03.
 TU3458
 TU3458;                    North         East     Units Scale Factor Converg.
 TU3458;SPC HI 2     -    94,451.538   439,576.375   MT  1.00001177   -0 12 37.1
 TU3458;UTM  04      - 2,343,679.234   681,820.090   MT  1.00000853   +0 37 59.2
 TU3458
 TU3458                          SUPERSEDED SURVEY CONTROL
 TU3458
 TU3458  NAD 83(1986)-  21 11 07.66371(N)    157 14 54.77947(W) AD(       ) 4
 TU3458  OLD HI      -  21 11 19.14000(N)    157 15 04.99000(W) AD(       ) 3
 TU3458
 TU3458.Superseded values are not recommended for survey control.
 TU3458.NGS no longer adjusts projects to the OLD HI datum.
 TU3458.See file dsdata.txt to determine how the superseded data were derived.
 TU3458
 TU3458_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8182043679(NAD 83)
 TU3458
 TU3458  HISTORY     - Date     Condition        Report By
 TU3458  HISTORY     - UNK      MONUMENTED
 TU3458  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3458
 TU3458                          STATION DESCRIPTION
 TU3458
 TU3458'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3458'STATION NOT RECOVERED.  THE POSITION OF THIS STATION WAS PLOTTED
 TU3458'ON A U.S.G.S. QUADRANGLE.  THE AREA WAS VISITED AND A THOROUGH
 TU3458'SEARCH MADE.  NO EVIDENCE OF THE STATION WAS FOUND.  IT IS
 TU3458'SUGGESTED THE STATION BE REMOVED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2754 ***********************************************************************
 TU2754  DESIGNATION -  HOEA STACK
 TU2754  PID         -  TU2754
 TU2754  STATE/COUNTY-  HI/HAWAII
 TU2754  USGS QUAD   -  KAWAIHAE (1995)
 TU2754
 TU2754                         *CURRENT SURVEY CONTROL
 TU2754  ___________________________________________________________________
 TU2754* NAD 83(1993)-  20 15 44.22845(N)    155 50 25.00661(W)     ADJUSTED  
 TU2754* LOCAL TIDAL -                                                        
 TU2754  ___________________________________________________________________
 TU2754  EPOCH DATE  -        1993.62
 TU2754  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 TU2754  GEOID HEIGHT-          17.65  (meters)                     GEOID03
 TU2754
 TU2754  HORZ ORDER  -  THIRD
 TU2754
 TU2754.The horizontal coordinates were established by classical geodetic methods
 TU2754.and adjusted by the National Geodetic Survey in December 1998..
 TU2754.The horizontal coordinates are valid at the epoch date displayed above.
 TU2754.The epoch date for horizontal control is a decimal equivalence
 TU2754.of Year/Month/Day.
 TU2754
 TU2754
 TU2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2754
 TU2754.The geoid height was determined by GEOID03.
 TU2754
 TU2754;                    North         East     Units Scale Factor Converg.
 TU2754;SPC HI 1     -   158,214.514   464,451.106   MT  0.99998228   -0 07 04.2
 TU2754;UTM  05      - 2,243,054.622   203,294.101   MT  1.00068820   -0 59 03.7
 TU2754
 TU2754                          SUPERSEDED SURVEY CONTROL
 TU2754
 TU2754  NAD 83(1986)-  20 15 44.19430(N)    155 50 25.00393(W) AD(       ) 4
 TU2754  OLD HI      -  20 15 55.26600(N)    155 50 35.04600(W) AD(       ) 3
 TU2754
 TU2754.Superseded values are not recommended for survey control.
 TU2754.NGS no longer adjusts projects to the OLD HI datum.
 TU2754.See file dsdata.txt to determine how the superseded data were derived.
 TU2754
 TU2754_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0329443055(NAD 83)
 TU2754
 TU2754  HISTORY     - Date     Condition        Report By
 TU2754  HISTORY     - 1913     MONUMENTED       CGS
 TU2754  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2754  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2754
 TU2754                          STATION DESCRIPTION
 TU2754
 TU2754'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2754'ON THE NORTHERN END OF HAWAII AND OF KOHALA DISTRICT, CLOSE TO
 TU2754'THE SEA NEAR UPOLU POINT, THE MOST EASTERLY OF TWO STACKS OF
 TU2754'EQUAL HEIGHT AND SIZE ON THE SUGAR MILL OF HAWI MILL AND
 TU2754'PLANTATION CO.
 TU2754
 TU2754                          STATION RECOVERY (1958)
 TU2754
 TU2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2754'THE TWO STACKS AS MENTIONED IN THE 1913 DESCRIPTION HAVE BEEN
 TU2754'DISMANTLED.  THE STATION HAS BEEN DESTROYED, EXCEPT PROBABLY FOR
 TU2754'PHOTOGRAMMETRY IDENTIFICATION, AS THE OLD STACK SITES CAN STILL
 TU2754'BE FOUND.
 TU2754
 TU2754                          STATION RECOVERY (1967)
 TU2754
 TU2754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2754'STATION IS GONE.  THE STACK WAS TORN DOWN LONG AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2161 ***********************************************************************
 TU2161  DESIGNATION -  HOIST
 TU2161  PID         -  TU2161
 TU2161  STATE/COUNTY-  HI/HAWAII
 TU2161  USGS QUAD   -  PAPAALOA (1980)
 TU2161
 TU2161                         *CURRENT SURVEY CONTROL
 TU2161  ___________________________________________________________________
 TU2161* NAD 83(1993)-  19 54 00.97471(N)    155 07 32.74653(W)     ADJUSTED  
 TU2161* LOCAL TIDAL -                                                        
 TU2161  ___________________________________________________________________
 TU2161  EPOCH DATE  -        1993.62
 TU2161  LAPLACE CORR-         -19.56  (seconds)                    DEFLEC99
 TU2161  GEOID HEIGHT-          17.54  (meters)                     GEOID03
 TU2161
 TU2161  HORZ ORDER  -  THIRD
 TU2161
 TU2161.The horizontal coordinates were established by classical geodetic methods
 TU2161.and adjusted by the National Geodetic Survey in December 1998..
 TU2161.The horizontal coordinates are valid at the epoch date displayed above.
 TU2161.The epoch date for horizontal control is a decimal equivalence
 TU2161.of Year/Month/Day.
 TU2161
 TU2161
 TU2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2161
 TU2161.The geoid height was determined by GEOID03.
 TU2161
 TU2161;                    North         East     Units Scale Factor Converg.
 TU2161;SPC HI 1     -   118,145.879   539,186.334   MT  0.99998564   +0 07 38.6
 TU2161;UTM  05      - 2,201,851.019   277,454.885   MT  1.00021218   -0 43 25.9
 TU2161
 TU2161                          SUPERSEDED SURVEY CONTROL
 TU2161
 TU2161  NAD 83(1986)-  19 54 00.94745(N)    155 07 32.75461(W) AD(       ) 4
 TU2161  OLD HI      -  19 54 11.93000(N)    155 07 42.72000(W) AD(       ) 3
 TU2161
 TU2161.Superseded values are not recommended for survey control.
 TU2161.NGS no longer adjusts projects to the OLD HI datum.
 TU2161.See file dsdata.txt to determine how the superseded data were derived.
 TU2161
 TU2161_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC7745501851(NAD 83)
 TU2161
 TU2161  HISTORY     - Date     Condition        Report By
 TU2161  HISTORY     - 1912     MONUMENTED       CGS
 TU2161  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2161
 TU2161                          STATION DESCRIPTION
 TU2161
 TU2161'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2161'ON EAST COAST OF HAWAII, AT HAKALAU, THE SOUTHEAST GABLE OF THE
 TU2161'IMMENSE WHITE BUILDING WHICH STANDS AT THE VERY CORNER WHERE
 TU2161'GULCH BREAKS THROUGH CLIFF.  THERE IS A GROUP OF CONNECTED
 TU2161'BUILDING, BUT THIS IS THE HIGHEST.  IT SHELTERS THE GEAR WHICH
 TU2161'HOISTS FREIGHT FROM SHIPS BY MEANS OF A CAR RUNNING ON A CABLE.
 TU2161
 TU2161                          STATION RECOVERY (1966)
 TU2161
 TU2161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2161'STATION IS DESTROYED.  THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2447 ***********************************************************************
 TU2447  DESIGNATION -  HOKUKANO
 TU2447  PID         -  TU2447
 TU2447  STATE/COUNTY-  HI/HAWAII
 TU2447  USGS QUAD   -  NAALEHU (1981)
 TU2447
 TU2447                         *CURRENT SURVEY CONTROL
 TU2447  ___________________________________________________________________
 TU2447* NAD 83(1993)-  19 06 11.09963(N)    155 32 22.21739(W)     ADJUSTED  
 TU2447* LOCAL TIDAL -        40.6    (meters)     133.     (feet)  VERT ANG  
 TU2447  ___________________________________________________________________
 TU2447  EPOCH DATE  -        1993.62
 TU2447  LAPLACE CORR-          -9.86  (seconds)                    DEFLEC99
 TU2447  GEOID HEIGHT-          18.60  (meters)                     GEOID03
 TU2447
 TU2447  HORZ ORDER  -  SECOND
 TU2447
 TU2447.The horizontal coordinates were established by classical geodetic methods
 TU2447.and adjusted by the National Geodetic Survey in December 1998..
 TU2447.The horizontal coordinates are valid at the epoch date displayed above.
 TU2447.The epoch date for horizontal control is a decimal equivalence
 TU2447.of Year/Month/Day.
 TU2447
 TU2447.The orthometric height was determined by vertical angle observations.
 TU2447
 TU2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2447
 TU2447.The geoid height was determined by GEOID03.
 TU2447
 TU2447;                    North         East     Units Scale Factor Converg.
 TU2447;SPC HI 1     -    29,858.546   495,843.163   MT  0.99996688   -0 00 46.5
 TU2447;UTM  05      - 2,114,172.175   232,813.196   MT  1.00048256   -0 49 53.7
 TU2447
 TU2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2447!SPC HI 1     -   0.99999069  x   0.99996688  =   0.99995757
 TU2447!UTM  05      -   0.99999069  x   1.00048256  =   1.00047325
 TU2447
 TU2447:                Primary Azimuth Mark                     Grid Az
 TU2447:SPC HI 1     -  PAHALA KAU SUGAR CO STACK                032 37 12.3
 TU2447:UTM  05      -  PAHALA KAU SUGAR CO STACK                033 26 19.5
 TU2447
 TU2447|---------------------------------------------------------------------|
 TU2447| PID    Reference Object                     Distance      Geod. Az  |
 TU2447|                                                           dddmmss.s |
 TU2447| TU2370 PAHALA KAU SUGAR CO STACK           APPROX.12.4 KM 0323625.8 |
 TU2447| CN5209 HOKUKANO RM 1                         3.210 METERS 11708     |
 TU2447| CN5210 HOKUKANO RM 2                         5.097 METERS 20816     |
 TU2447| TU2448 HOKUKANO HIGS A PT 1977              11.032 METERS 33252     |
 TU2447|---------------------------------------------------------------------|
 TU2447
 TU2447                          SUPERSEDED SURVEY CONTROL
 TU2447
 TU2447  NAD 83(1986)-  19 06 11.08332(N)    155 32 22.26581(W) AD(       ) 2
 TU2447  OLD HI      -  19 06 21.90858(N)    155 32 32.27771(W) AD(       ) 2
 TU2447
 TU2447.Superseded values are not recommended for survey control.
 TU2447.NGS no longer adjusts projects to the OLD HI datum.
 TU2447.See file dsdata.txt to determine how the superseded data were derived.
 TU2447
 TU2447_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3281314172(NAD 83)
 TU2447_MARKER: Z = SEE DESCRIPTION
 TU2447_SETTING: 0 = UNSPECIFIED SETTING
 TU2447
 TU2447  HISTORY     - Date     Condition        Report By
 TU2447  HISTORY     - 1977     MONUMENTED       HIGS
 TU2447
 TU2447                          STATION DESCRIPTION
 TU2447
 TU2447'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2447'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF PAHALA, 5
 TU2447'MILES NORTHEAST OF NAALEHU, 92 FEET NORTHWEST OF STATE HIGHWAY
 TU2447'11 AND ON A HIGH LAVA RIDGE.
 TU2447'
 TU2447'TO REACH THE STATION FROM THE JUNCTION OF PIKAKE AND KAMANI
 TU2447'STREETS JUST NORTH OF THE POST OFFICE IN PAHALA, GO EAST ON
 TU2447'KAMANI STREET FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY
 TU2447'11.  TURN RIGHT AND GO SOUTHWEST ON HIGHWAY 11 FOR 7.9 MILES
 TU2447'TO A SLIGHT CURVE IN THE HIGHWAY AND THE STATION ON THE RIGHT AS
 TU2447'DESCRIBED.
 TU2447'
 TU2447'STATION MARK, STAMPED HOKUKANO 1977, IS A STATE OF HAWAII
 TU2447'SURVEY DISK CEMENTED IN THE TOP OF A CONCRETE POST CENTERED ON
 TU2447'AN 8 FOOT DIAMETER LAVA ROCK PLATFORM WHICH PROJECTS ABOUT 14
 TU2447'INCHES ABOVE THE GROUND SURFACE.  IT IS 92 FEET NORTH OF THE
 TU2447'CENTER LINE OF HIGHWAY 11 AND ON A PROMINENT LAVA RIDGE.  (NOTE
 TU2447'DESC)
 TU2447'
 TU2447'REFERENCE MARK 1, STAMPED 1, IS A RAILROAD SPIKE WITH A PUNCH HOLE
 TU2447'MARKING THE CENTER CEMENTED IN A DRILL HOLE IN LAVA ROCK WHICH
 TU2447'IS ABOUT 4 BY 7 FEET IN SIZE AND PROJECTS ABOUT 2-1/2 FEET
 TU2447'ABOVE THE GROUND SURFACE.  IT IS 1 FOOT SOUTHWEST OF THE TOP EDGE
 TU2447'OF A BANK AND ABOUT THE SAME ELEVATION AS THE STATION.  (NOTE DESC)
 TU2447'
 TU2447'REFERENCE MARK 2, STAMPED 2, IS A RAILROAD SPIKE WITH A PUNCH
 TU2447'HOLE MARKING THE CENTER CEMENTED IN A DRILL HOLE IN LAVA ROCK
 TU2447'WHICH IS ABOUT 1-1/2 BY 3 FEET IN SIZE AND PROJECTS ABOUT 2 FEET
 TU2447'ABOVE THE GROUND SURFACE.  IT IS 12 FEET NORTHEAST OF THE TOP EDGE
 TU2447'OF THE BANK AND ABOUT THE SAME ELEVATION AS THE STATION.  (NOTE
 TU2447'DESC)
 TU2447'
 TU2447'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2447'
 TU2447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2447'5 MILES NORTHEAST OF NAALEHU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2888 ***********************************************************************
 TU2888  DESIGNATION -  HOKUKANO RESET
 TU2888  PID         -  TU2888
 TU2888  STATE/COUNTY-  HI/MAUI
 TU2888  USGS QUAD   -  LUALAILUA HILLS (1983)
 TU2888
 TU2888                         *CURRENT SURVEY CONTROL
 TU2888  ___________________________________________________________________
 TU2888* NAD 83(1993)-  20 36 23.38664(N)    156 19 46.15730(W)     ADJUSTED  
 TU2888* LOCAL TIDAL -       446.0    (meters)    1463.     (feet)  VERT ANG  
 TU2888  ___________________________________________________________________
 TU2888  EPOCH DATE  -        1993.62
 TU2888  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 TU2888  GEOID HEIGHT-          16.68  (meters)                     GEOID03
 TU2888
 TU2888  HORZ ORDER  -  SECOND
 TU2888
 TU2888.The horizontal coordinates were established by classical geodetic methods
 TU2888.and adjusted by the National Geodetic Survey in December 1998..
 TU2888.The horizontal coordinates are valid at the epoch date displayed above.
 TU2888.The epoch date for horizontal control is a decimal equivalence
 TU2888.of Year/Month/Day.
 TU2888
 TU2888.The orthometric height was determined by vertical angle observations.
 TU2888
 TU2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2888
 TU2888.The geoid height was determined by GEOID03.
 TU2888
 TU2888;                    North         East     Units Scale Factor Converg.
 TU2888;SPC HI 2     -    30,277.318   535,146.626   MT  0.99998193   +0 07 07.2
 TU2888;UTM  04      - 2,280,882.607   778,340.361   MT  1.00055758   +0 56 25.8
 TU2888
 TU2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2888!SPC HI 2     -   0.99992728  x   0.99998193  =   0.99990921
 TU2888!UTM  04      -   0.99992728  x   1.00055758  =   1.00048482
 TU2888
 TU2888|---------------------------------------------------------------------|
 TU2888| PID    Reference Object                     Distance      Geod. Az  |
 TU2888|                                                           dddmmss.s |
 TU2888| CN5208 HOKUKANO RM 2 RESET                   7.258 METERS 19553     |
 TU2888| TU2891 PIMOE RESET                         APPROX. 4.4 KM 2754916.7 |
 TU2888| CN5207 HOKUKANO RM 1 RESET                   9.131 METERS 29827     |
 TU2888|---------------------------------------------------------------------|
 TU2888
 TU2888                          SUPERSEDED SURVEY CONTROL
 TU2888
 TU2888  NAD 83(1986)-  20 36 23.35944(N)    156 19 46.15477(W) AD(       ) 2
 TU2888  OLD HI      -  20 36 34.82500(N)    156 19 56.28500(W) AD(       ) 2
 TU2888
 TU2888.Superseded values are not recommended for survey control.
 TU2888.NGS no longer adjusts projects to the OLD HI datum.
 TU2888.See file dsdata.txt to determine how the superseded data were derived.
 TU2888
 TU2888_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7834080883(NAD 83)
 TU2888
 TU2888  HISTORY     - Date     Condition        Report By
 TU2888  HISTORY     - 1904     MONUMENTED       HIGS
 TU2888  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2888  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2888  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2888
 TU2888                          STATION DESCRIPTION
 TU2888
 TU2888'DESCRIBED BY HAWAII GEODETIC SURVEY 1904
 TU2888'BACK FROM THE SOUTHERN COAST OF MAUI, ON SUMMIT OF HILL IN AUWAHI,
 TU2888'KAHIKINUI.  MARKED BY AN IRON PIN.  FOUR REFERENCE STONES WERE
 TU2888'PLACED AROUND THE STATION EACH 5 FEET DISTANT FROM IT.
 TU2888
 TU2888                          STATION RECOVERY (1950)
 TU2888
 TU2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2888'THE STATION WAS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  A
 TU2888'STANDARD TERRITORY SURVEY BRONZE DISK WAS SET IN THE EXACT
 TU2888'SPOT AS WAS OCCUPIED BY THE IRON PIN.  TWO REFERENCE MARKS
 TU2888'WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 TU2888'
 TU2888'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, LOW,
 TU2888'CINDER CONE WHICH LIES ABOUT 3 MILES EAST SOUTHEAST OF KANAIO,
 TU2888'ABOUT 1.5 MILES NORTH OF THE SEA AND 0.3 MILE SOUTH OF THE
 TU2888'GRADED ROAD WHICH LEADS AROUND THE ISLAND.
 TU2888'
 TU2888'THE STATION IS A STANDARD TERRITORY SURVEY BRONZE DISK, STAMPED
 TU2888'HOKUKANO 1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU2888'PROJECTS ABOUT 8 INCHES.
 TU2888'
 TU2888'REFERENCE MARK NUMBER 1 IS A CROSS CARVED INTO A ROCK.
 TU2888'
 TU2888'REFERENCE MARK NUMBER 2 IS A CROSS CARVED INTO A ROCK.
 TU2888
 TU2888                          STATION RECOVERY (1961)
 TU2888
 TU2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2888'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.  THE
 TU2888'DESCRIPTION BY C.T.H. IN 1950 IS ADEQUATE EXCEPT THAT THE REFERENCE
 TU2888'MARKS WERE FOUND TO BE NAILS SET IN CEMENT INSTEAD OF CROSSES
 TU2888'IN THE ROCK.
 TU2888
 TU2888                          STATION RECOVERY (1968)
 TU2888
 TU2888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2888'STATION MARK AND BOTH REFERENCE POINTS WERE RECOVERED, HOWEVER
 TU2888'THE ANGLE TO RM 2 WAS FOUND TO BE INCORRECT (IT SHOULD HAVE BEEN
 TU2888'280 DEG 00 MIN 15 SEC INSTEAD OF 80 DEG 00 MIN 15 SEC).  TWO
 TU2888'REFERENCE MARK DISKS WERE SET AT THE 1950 POINTS.  A COMPLETE
 TU2888'DESCRIPTION FOLLOWS--
 TU2888'
 TU2888'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF ULUPALAKUA AND
 TU2888'1/2-MILE SOUTH OF HIGHWAY 31, AT ABOUT 1463 FEET ELEVATION, ON
 TU2888'THE TOP OF A BARE ROUNDED HILL.
 TU2888'
 TU2888'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO SOUTHEAST
 TU2888'ON STATE HIGHWAY 37 FOR 0.85 MILE.  TAKE RIGHT FORK AND FOLLOW
 TU2888'HIGHWAY 31 FOR 5.2 MILES TO LOCKED GATE ON RIGHT, BY CORRALS.  (KEY
 TU2888'WAS OBTAINED AT THE ULUPALAKUA RANCH OFFICE).  PASS THROUGH GATE
 TU2888'AND FOLLOW TRACK ROAD 0.65 MILE TO BASE OF HILL.  GO RIGHT, UP
 TU2888'ALONG GRADUAL RIDGE, FOR 0.2 MILE TO STATION.  (4-WHEEL-DRIVE
 TU2888'VEHICLE VEHICLE REQUIRED).
 TU2888'
 TU2888'STATION MARK IS A STANDARD HAWAII TERRITORIAL SURVEY DISK,
 TU2888'STAMPED HOKUKANO, CEMENTED INTO THE TOP OF A 2-INCH, IRON PIPE
 TU2888'PROJECTING 1 FOOT FROM GROUND.
 TU2888'
 TU2888'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HOKUKANO
 TU2888'HGS 1950 NO 1 1968, CEMENTED IN A DRILL HOLE IN A LARGE, SLOPING,
 TU2888'BEDROCK OUTCROP PROJECTING 4 INCHES FROM GROUND.  IT IS ABOUT
 TU2888'5-1/2 FEET LOWER THAN STATION MARK.
 TU2888'
 TU2888'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HOKUKANO
 TU2888'HGS 1950 NO 2 1968, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK
 TU2888'OUTCROP PROJECTING 1 INCH FROM GROUND.  IT IS 30 INCHES LOWER
 TU2888'THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1767 ***********************************************************************
 TU1767  DESIGNATION -  HOKUNUI RESET
 TU1767  PID         -  TU1767
 TU1767  STATE/COUNTY-  HI/KAUAI
 TU1767  USGS QUAD   -  LIHUE (1996)
 TU1767
 TU1767                         *CURRENT SURVEY CONTROL
 TU1767  ___________________________________________________________________
 TU1767* NAD 83(1993)-  21 55 58.54057(N)    159 22 24.50787(W)     ADJUSTED  
 TU1767* LOCAL TIDAL -       490.0    (meters)    1608.     (feet)  VERT ANG  
 TU1767  ___________________________________________________________________
 TU1767  EPOCH DATE  -        1993.62
 TU1767  LAPLACE CORR-         -10.28  (seconds)                    DEFLEC99
 TU1767  GEOID HEIGHT-          15.18  (meters)                     GEOID03
 TU1767
 TU1767  HORZ ORDER  -  THIRD
 TU1767
 TU1767.The horizontal coordinates were established by classical geodetic methods
 TU1767.and adjusted by the National Geodetic Survey in December 1998..
 TU1767.The horizontal coordinates are valid at the epoch date displayed above.
 TU1767.The epoch date for horizontal control is a decimal equivalence
 TU1767.of Year/Month/Day.
 TU1767
 TU1767.The orthometric height was determined by vertical angle observations.
 TU1767
 TU1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1767
 TU1767.The geoid height was determined by GEOID03.
 TU1767
 TU1767;                    North         East     Units Scale Factor Converg.
 TU1767;SPC HI 4     -    11,033.261   513,071.316   MT  0.99999211   +0 02 50.1
 TU1767;UTM  04      - 2,425,450.003   461,431.356   MT  0.99961838   -0 08 22.2
 TU1767
 TU1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1767!SPC HI 4     -   0.99992061  x   0.99999211  =   0.99991272
 TU1767!UTM  04      -   0.99992061  x   0.99961838  =   0.99953902
 TU1767
 TU1767:                Primary Azimuth Mark                     Grid Az
 TU1767:SPC HI 4     -  LIHUE MILL CHIMNEY                       001 25 10.9
 TU1767:UTM  04      -  LIHUE MILL CHIMNEY                       001 36 23.2
 TU1767
 TU1767|---------------------------------------------------------------------|
 TU1767| PID    Reference Object                     Distance      Geod. Az  |
 TU1767|                                                           dddmmss.s |
 TU1767| TU1766 LIHUE MILL CHIMNEY                  APPROX. 4.6 KM 0012801.0 |
 TU1767| TU1761 LIHUE COUNTY BUILDING FLAGPOLE      APPROX. 4.7 KM 0074858.1 |
 TU1767| TU1760 LIHUE MUTUAL WIRELESS POLE          APPROX. 4.4 KM 0125838.5 |
 TU1767| TU1756 HANAMAULU MILL CHIMNEY              APPROX. 7.2 KM 0145630.7 |
 TU1767| TU1916 KEALIA GRAY CHIMNEY                 APPROX.19.6 KM 0201958.0 |
 TU1767| TU1922 KAPAA GRAY CHIMNEY                  APPROX.17.6 KM 0204127.5 |
 TU1767| TU1744 AHUKINI LIGHT                       APPROX. 8.0 KM 0321120.9 |
 TU1767| TU1745 KIN                                 APPROX. 7.8 KM 0323932.0 |
 TU1767| TU1742 HANAMAULU WAREHOUSE SE GABLE        APPROX. 7.8 KM 0334442.7 |
 TU1767| TU1748 DERRICK                             APPROX. 6.1 KM 0420246.8 |
 TU1767| TU1752 KUKII POINT LIGHT                   APPROX. 3.7 KM 0450606.6 |
 TU1767| TU1749 REZ                                 APPROX. 5.2 KM 0510943.8 |
 TU1767| TU1759 KEOPAWEO                            APPROX. 1.4 KM 0514943.2 |
 TU1767| TU1747 WIRELESS POLE                       APPROX. 5.0 KM 0560423.5 |
 TU1767| TU1755 KALANIPUU                           APPROX. 2.4 KM 0564250.2 |
 TU1767| TU1762 NININI POINT LIGHT RESET            APPROX. 4.6 KM 0575652.4 |
 TU1767| CJ9504 HOKUNUI RM 2                          4.425 METERS 05842     |
 TU1767| TU1757 POINT                               APPROX. 1.8 KM 0921122.1 |
 TU1767| TU1768 A                                   APPROX. 0.6 KM 1881428.0 |
 TU1767| TU1787 KOA                                 APPROX. 3.7 KM 2081404.9 |
 TU1767| TU1765 MAKAHUENA POINT LIGHT               APPROX.10.2 KM 2262419.8 |
 TU1767| CJ9502 HOKUNUI RM                                         32044     |
 TU1767| CJ9503 HOKUNUI RM 1                          2.576 METERS 33630     |
 TU1767|---------------------------------------------------------------------|
 TU1767
 TU1767                          SUPERSEDED SURVEY CONTROL
 TU1767
 TU1767  NAD 83(1986)-  21 55 58.52581(N)    159 22 24.55641(W) AD(       ) 3
 TU1767  OLD HI      -  21 56 09.83400(N)    159 22 34.61100(W) AD(       ) 3
 TU1767
 TU1767.Superseded values are not recommended for survey control.
 TU1767.NGS no longer adjusts projects to the OLD HI datum.
 TU1767.See file dsdata.txt to determine how the superseded data were derived.
 TU1767
 TU1767_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6143125450(NAD 83)
 TU1767
 TU1767  HISTORY     - Date     Condition        Report By
 TU1767  HISTORY     - 1927     MONUMENTED       CGS
 TU1767  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1767  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1767
 TU1767                          STATION DESCRIPTION
 TU1767
 TU1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1767'IN SOUTHEASTERN KAUAI, ON A VERY SHARP CONICAL PEAK ON THE
 TU1767'RIDGE 2-1/2 MILES SOUTHWEST OF NAWILIWILI, CALLED HOKUNUI OR
 TU1767'CONE PEAK.  STATION IS AT THE CENTER OF SHARP GRASSY SUMMIT,
 TU1767'AND IS APPROACHED BY A TRAIL WHICH LEADS UP ACROSS THE SADDLE
 TU1767'TO THE RIDGE FROM THE MOUTH OF HULEIA RIVER.  THIS TRAIL CROSSES
 TU1767'ANOTHER SPUR AND THEN GOES UP THE EAST SIDE OF THE RIDGE TO
 TU1767'THE TOP AND ALONG THE TOP TO HOKUNUI.  STATION MARKED IN 1910
 TU1767'BY A 2-INCH GAS PIPE AND AHU (CAIRN).  IN 1927 A STANDARD DISK
 TU1767'STATION MARK WAS SET IN THIS PIPE.  THE 1910 REFERENCE MARK
 TU1767'LOST.  IN 1927 STANDARD REFERENCE DISKS WERE SET IN ROCK
 TU1767'OUTCROP AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU1767'STATION-- NO. 1, 2.560 METERS (8.40 FEET), 156 DEG 40
 TU1767'MIN.  NO. 2, 4.415 METERS (14.48 FEET), 238 DEG 44 MIN.
 TU1767
 TU1767                          STATION RECOVERY (1965)
 TU1767
 TU1767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1767'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1767'TYPE B-1 SIGNAL WAS BUILT OVER THE STATION MARK BY THE HAWAII
 TU1767'TERRITORIAL SURVEY IN 1930.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1767'
 TU1767'STATION IS LOCATED ABOUT 3 MILES SOUTH OF LIHUE, 2 MILES
 TU1767'SOUTHWEST OF CARTER POINT AND 1 MILE DUE SOUTH OF THE MENEHUNE
 TU1767'FISHPOND, ON A PROMINENT, BARE, SHARP-TIPPED PEAK OF ABOUT 1608
 TU1767'FEET ELEVATION ON THE RIDGE THAT LIES ON THE SOUTH SIDE OF
 TU1767'HULEIA STREAM.
 TU1767'
 TU1767'TO REACH STATION FROM THE POST OFFICE IN PUHI, GO WEST ON
 TU1767'STATE HIGHWAY 50 FOR 1.2 MILES.  TURN LEFT AND FOLLOW KIPU ROAD
 TU1767'SOUTHERLY FOR 1.5 MILES TO CROSSROAD.  CONTINUE AHEAD BETWEEN
 TU1767'2 ROWS OF LARGE NORFOLK PINES FOR 0.75 MILE TO FORK ABOUT 50
 TU1767'YARDS BEYOND END OF TREES.  TAKE LEFT FORK, PASSING ROW OF
 TU1767'RANCH HOUSES TO RIGHT OF ROAD, AND GO STRAIGHT ALONG LANE FOR
 TU1767'1.2 MILES TO FORK.  TAKE RIGHT FORK, UPGRADE, AND GO 1.0 MILE
 TU1767'TO SUMMIT OF PASS AT GATE.  FROM HERE PACK EAST UP STEEP HILL
 TU1767'AND ALONG RIDGE TOP ABOUT 3/4 MILE TO STATION KAI.  WORK
 TU1767'AROUND RIGHT SIDE OF THIS HILL, WHERE A DIM TRAIL MAY BE FOUND
 TU1767'DOWN BELOW DENSE FERNS.  FOLLOW TRAIL EAST ABOUT 3/4 MILE
 TU1767'TO STATION.  A 2-1/2-HOUR PACK.
 TU1767'
 TU1767'STATION MARK IS A STANDARD DISK STAMPED HOKUNUI 1927, SET IN
 TU1767'CONCRETE 6 INCHES BENEATH THE 6 X 6-FOOT, CONCRETE PLATFORM OF
 TU1767'THE TYPE B-1 SIGNAL.
 TU1767'
 TU1767'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 1 1927,
 TU1767'CEMENTED IN A DRILL HOLE IN A 3-FOOT, ROUND, FLAT-TOPPED ROCK
 TU1767'OUTCROP ON NORTH EDGE OF PEAK.  IT IS 1 FOOT LOWER THAN STATION
 TU1767'MARK.
 TU1767'
 TU1767'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NO 2 1927,
 TU1767'CEMENTED IN A DRILL HOLE IN THE ROCK LEDGE ON EAST-NORTHEAST
 TU1767'EDGE OF PEAK.  IT IS 1 FOOT LOWER THAN STATION MARK.
 TU1767'
 TU1767'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED FOR LAST 1.0 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2687 ***********************************************************************
 TU2687  DESIGNATION -  HOKUULA 1873
 TU2687  PID         -  TU2687
 TU2687  STATE/COUNTY-  HI/HAWAII
 TU2687  USGS QUAD   -  KAMUELA (1995)
 TU2687
 TU2687                         *CURRENT SURVEY CONTROL
 TU2687  ___________________________________________________________________
 TU2687* NAD 83(1993)-  20 01 55.13573(N)    155 40 50.44472(W)     ADJUSTED  
 TU2687* LOCAL TIDAL -      1029.     (meters)    3376.     (feet)  SCALED    
 TU2687  ___________________________________________________________________
 TU2687  EPOCH DATE  -        1993.62
 TU2687  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 TU2687  GEOID HEIGHT-          22.52  (meters)                     GEOID03
 TU2687
 TU2687  HORZ ORDER  -  THIRD
 TU2687
 TU2687.The horizontal coordinates were established by classical geodetic methods
 TU2687.and adjusted by the National Geodetic Survey in December 1998..
 TU2687.The horizontal coordinates are valid at the epoch date displayed above.
 TU2687.The epoch date for horizontal control is a decimal equivalence
 TU2687.of Year/Month/Day.
 TU2687
 TU2687.The orthometric height was scaled from a topographic map.
 TU2687
 TU2687.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2687
 TU2687.The geoid height was determined by GEOID03.
 TU2687
 TU2687;                    North         East     Units Scale Factor Converg.
 TU2687;SPC HI 1     -   132,693.002   481,096.887   MT  0.99997108   -0 03 42.8
 TU2687;UTM  05      - 2,217,268.809   219,564.791   MT  1.00057213   -0 55 07.9
 TU2687
 TU2687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2687!SPC HI 1     -   0.99983474  x   0.99997108  =   0.99980582
 TU2687!UTM  05      -   0.99983474  x   1.00057213  =   1.00040677
 TU2687
 TU2687:                Primary Azimuth Mark                     Grid Az
 TU2687:SPC HI 1     -  HOLOHOLOKU RESET=3265                    147 19 13.1
 TU2687:UTM  05      -  HOLOHOLOKU RESET=3265                    148 10 38.2
 TU2687
 TU2687|---------------------------------------------------------------------|
 TU2687| PID    Reference Object                     Distance      Geod. Az  |
 TU2687|                                                           dddmmss.s |
 TU2687| TU2555 HOLOHOLOKU RESET=3265               APPROX. 7.3 KM 1471530.3 |
 TU2687|---------------------------------------------------------------------|
 TU2687
 TU2687                          SUPERSEDED SURVEY CONTROL
 TU2687
 TU2687  NAD 83(1986)-  20 01 55.11846(N)    155 40 50.45632(W) AD(       ) 3
 TU2687  OLD HI      -  20 02 06.63000(N)    155 41 00.36500(W) AD(       ) 3
 TU2687
 TU2687.Superseded values are not recommended for survey control.
 TU2687.NGS no longer adjusts projects to the OLD HI datum.
 TU2687.See file dsdata.txt to determine how the superseded data were derived.
 TU2687
 TU2687_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1956517269(NAD 83)
 TU2687
 TU2687  HISTORY     - Date     Condition        Report By
 TU2687  HISTORY     - 1873     MONUMENTED       HIGS
 TU2687
 TU2687                          STATION DESCRIPTION
 TU2687
 TU2687'DESCRIBED BY HAWAII GEODETIC SURVEY 1873
 TU2687'IN NORTHERN PART OF HAWAII, NORTHWEST OF THE VILLAGE OF WAIMEA,
 TU2687'ON MOUNT HOKUULA, ON THE EAST SIDE OF THE CRATER TOWARD IMIOLA
 TU2687'CHURCH.  MARKED BY AN IRON PIN ADJOINING A MAMANE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2688 ***********************************************************************
 TU2688  DESIGNATION -  HOKUULA 2
 TU2688  PID         -  TU2688
 TU2688  STATE/COUNTY-  HI/HAWAII
 TU2688  USGS QUAD   -  KAMUELA (1995)
 TU2688
 TU2688                         *CURRENT SURVEY CONTROL
 TU2688  ___________________________________________________________________
 TU2688* NAD 83(1993)-  20 01 55.08423(N)    155 40 50.48239(W)     ADJUSTED  
 TU2688* LOCAL TIDAL -      1029.3    (meters)    3377.     (feet)  VERT ANG  
 TU2688  ___________________________________________________________________
 TU2688  EPOCH DATE  -        1993.62
 TU2688  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 TU2688  GEOID HEIGHT-          22.52  (meters)                     GEOID03
 TU2688
 TU2688  HORZ ORDER  -  SECOND
 TU2688
 TU2688.The horizontal coordinates were established by classical geodetic methods
 TU2688.and adjusted by the National Geodetic Survey in December 1998..
 TU2688.The horizontal coordinates are valid at the epoch date displayed above.
 TU2688.The epoch date for horizontal control is a decimal equivalence
 TU2688.of Year/Month/Day.
 TU2688
 TU2688.The orthometric height was determined by vertical angle observations.
 TU2688
 TU2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2688
 TU2688.The geoid height was determined by GEOID03.
 TU2688
 TU2688;                    North         East     Units Scale Factor Converg.
 TU2688;SPC HI 1     -   132,691.419   481,095.791   MT  0.99997108   -0 03 42.8
 TU2688;UTM  05      - 2,217,267.242   219,563.670   MT  1.00057214   -0 55 07.9
 TU2688
 TU2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2688!SPC HI 1     -   0.99983469  x   0.99997108  =   0.99980578
 TU2688!UTM  05      -   0.99983469  x   1.00057214  =   1.00040674
 TU2688
 TU2688|---------------------------------------------------------------------|
 TU2688| PID    Reference Object                     Distance      Geod. Az  |
 TU2688|                                                           dddmmss.s |
 TU2688| CN5211 HOKUULA 2 RM 1                        8.602 METERS 03537     |
 TU2688| TU2685 WAIMEA PARKER RANCH TANK            APPROX. 2.2 KM 1550619.5 |
 TU2688| TU2691 KAMUELA AIRPORT VOR 1967            APPROX. 3.9 KM 1631321.1 |
 TU2688| TU2686 WAIMEA AIRPORT WIND SOCK            APPROX. 2.9 KM 1735304.6 |
 TU2688| CN5212 HOKUULA 2 RM 2                        5.364 METERS 27610     |
 TU2688|---------------------------------------------------------------------|
 TU2688
 TU2688                          SUPERSEDED SURVEY CONTROL
 TU2688
 TU2688  NAD 83(1986)-  20 01 55.06692(N)    155 40 50.49422(W) AD(       ) 2
 TU2688  OLD HI      -  20 02 06.08200(N)    155 41 00.50300(W) AD(       ) 2
 TU2688
 TU2688.Superseded values are not recommended for survey control.
 TU2688.NGS no longer adjusts projects to the OLD HI datum.
 TU2688.See file dsdata.txt to determine how the superseded data were derived.
 TU2688
 TU2688_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1956417267(NAD 83)
 TU2688_MARKER: Z = SEE DESCRIPTION
 TU2688_SETTING: 0 = UNSPECIFIED SETTING
 TU2688
 TU2688  HISTORY     - Date     Condition        Report By
 TU2688  HISTORY     - 1948     MONUMENTED       CGS
 TU2688  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2688
 TU2688                          STATION DESCRIPTION
 TU2688
 TU2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2688'THE ORIGINAL STATION, AN IRON PIN ADJOINING A MAMANE POST WAS
 TU2688'NOT RECOVERED.  AT THE PRESENT TIME A BRONZE DISK, PROBABLY A
 TU2688'U.S. GEOLOGICAL SURVEY DISK, IS SET IN CONCRETE WHICH IS UNDER
 TU2688'A 2-1/2 INCH IRON PIPE.  THE PIPE PROJECTS ABOUT 3 FEET FROM
 TU2688'THE TOP OF A SQUARE CONCRETE SLAB WHICH IS ABOUT 6 FEET ON EACH
 TU2688'SIDE AND IS FLUSH WITH THE SURFACE OF THE SOIL.  A NEW
 TU2688'DESCRIPTION FOLLOWS--
 TU2688'
 TU2688'THE STATION IS LOCATED ABOUT 1 MILE WEST NORTHWEST OF WAIMEA
 TU2688'AND NEAR THE SUMMIT OF A HILL NAMED HOKUULA.
 TU2688'
 TU2688'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO NORTHERLY ON THE
 TU2688'ROAD WHICH LEADS TOWARD HAWI FOR 0.1 MILE.  CONTINUE STRAIGHT
 TU2688'AHEAD, NORTH, FOR 0.3 MILE TO A T ROAD INTERSECTION.  TURN
 TU2688'LEFT, WEST, AND GO 0.25 MILE TO A T ROAD INTERSECTION.  TURN
 TU2688'RIGHT, NORTH, AND GO, UP GRADE, FOR 0.2 MILE.  TURN LEFT, ONTO
 TU2688'A TRACK ROAD, AND GO NORTHERLY FOR 0.3 MILE TO THE SUMMIT OF A
 TU2688'LOW SADDLE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT, PACK
 TU2688'WESTERLY FOR ABOUT 200 YARDS TO THE CREST OF THE RIDGE, THEN
 TU2688'WESTERLY ALONG THE CREST OF THE RIDGE FOR ABOUT 400 YARDS TO
 TU2688'THE WESTERN EDGE OF THE HILL AND THE STATION.
 TU2688'
 TU2688'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948, SET
 TU2688'IN THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES
 TU2688'AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2688'
 TU2688'AN EARLY RECOVERY NOTE REPORTS.  DESCRIPTION FOR STATION CALLS
 TU2688'FOR IRON PIPE ON EAST RIM OF CRATER.  THIS IS EVIDENTLY IN
 TU2688'ERROR.  WOODEN CENTER STAKE AND 4 STAKES FOR GUY WIRES RECOVERED
 TU2688'BY W.H. BARRINGER IN JANUARY 1911.  ON HIGHEST POINT ON
 TU2688'WEST RIM OF CRATER.  THIS POINT REMARKED BY BRONZE TABLET SET
 TU2688'IN CONCRETE, CENTERED OVER OLD STAKE, STAMPED 3377.
 TU2688
 TU2688                          STATION RECOVERY (1967)
 TU2688
 TU2688'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2688'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2688'GOOD CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED.  A
 TU2688'COMPLETE DESCRIPTION FOLLOWS--
 TU2688'
 TU2688'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF KAMUELA, ON THE
 TU2688'SUMMIT OF A PROMINENT, GRASSY HILL OF ABOUT 3377 FEET ELEVATION.
 TU2688'
 TU2688'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO
 TU2688'WESTERLY ON STATE HIGHWAY 25, TOWARDS KAWAIHAE, FOR 0.6 MILE
 TU2688'TO MACADAM CROSSROAD BY UNION SERVICE STATION.  TURN RIGHT AND
 TU2688'GO UP STEEP GRADE FOR 0.35 MILE TO BOARD GATE AT FENCE CORNER
 TU2688'ON LEFT, AT MACADAM SIDE ROAD LEFT.  PASS THROUGH GATE AND
 TU2688'FOLLOW TRACK ROAD UPGRADE FOR 0.45 MILE.  TAKE LEFT FORK AND GO
 TU2688'0.1 MILE.  TAKE DIM TRACK ROAD LEFT AND GO 0.05 MILE TO BASE OF
 TU2688'STEEP HILL AND END OF TRUCK TRAVEL.  PACK SOUTHWEST UP HILL
 TU2688'ABOUT 300 YARDS TO STATION.
 TU2688'
 TU2688'STATION MARK IS A USGS DISK, STAMPED 3377, SET IN CONCRETE
 TU2688'ABOUT 6 INCHES BELOW GROUND LEVEL, AT THE CENTER OF A
 TU2688'6 X 6-FOOT, CONCRETE PLATFORM FLUSH WITH GROUND, AND IS AT
 TU2688'THE BOTTOM OF AN 8 X 30-INCH RECESS IN THE PLATFORM.  A
 TU2688'TAPERING, CONCRETE MONUMENT, 2 FEET HIGH, IS CENTERED OVER
 TU2688'THE MARK AND HOLDS A TARGET POLE.  FOUR IRON FENCEPOSTS, ONE
 TU2688'AT EACH CORNER OF THE PLATFORM, SURROUND THE STATION.
 TU2688'
 TU2688'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HOKUULA 2
 TU2688'1 1948, SET IN THE TOP OF A 2-INCH IRON PIPE PROJECTING 2
 TU2688'INCHES ABOVE GROUND, AND IS ABOUT 6 INCHES HIGHER THAN STATION
 TU2688'MARK.
 TU2688'
 TU2688'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HOKUULA 2
 TU2688'USGS 1948 NO 2 1967, BRAZED ON THE TOP OF A 2-INCH IRON PIPE
 TU2688'THAT IS SET IN CONCRETE.  IT PROJECTS 8 INCHES ABOVE GROUND AND
 TU2688'IS ABOUT 6 INCHES HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2555 ***********************************************************************
 TU2555  DESIGNATION -  HOLOHOLOKU RESET=3265
 TU2555  PID         -  TU2555
 TU2555  STATE/COUNTY-  HI/HAWAII
 TU2555  USGS QUAD   -  NOHONAOHAE (1997)
 TU2555
 TU2555                         *CURRENT SURVEY CONTROL
 TU2555  ___________________________________________________________________
 TU2555* NAD 83(1993)-  19 58 35.09995(N)    155 38 34.40387(W)     ADJUSTED  
 TU2555* LOCAL TIDAL -       995.2    (meters)    3265.     (feet)  VERT ANG  
 TU2555  ___________________________________________________________________
 TU2555  EPOCH DATE  -        1993.62
 TU2555  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 TU2555  GEOID HEIGHT-          23.40  (meters)                     GEOID03
 TU2555
 TU2555  HORZ ORDER  -  SECOND
 TU2555
 TU2555.The horizontal coordinates were established by classical geodetic methods
 TU2555.and adjusted by the National Geodetic Survey in December 1998..
 TU2555.The horizontal coordinates are valid at the epoch date displayed above.
 TU2555.The epoch date for horizontal control is a decimal equivalence
 TU2555.of Year/Month/Day.
 TU2555
 TU2555.The orthometric height was determined by vertical angle observations.
 TU2555
 TU2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2555
 TU2555.The geoid height was determined by GEOID03.
 TU2555
 TU2555;                    North         East     Units Scale Factor Converg.
 TU2555;SPC HI 1     -   126,538.027   485,045.243   MT  0.99996943   -0 02 55.7
 TU2555;UTM  05      - 2,211,051.890   223,423.043   MT  1.00054557   -0 54 12.5
 TU2555
 TU2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2555!SPC HI 1     -   0.99983991  x   0.99996943  =   0.99980935
 TU2555!UTM  05      -   0.99983991  x   1.00054557  =   1.00038539
 TU2555
 TU2555:                Primary Azimuth Mark                     Grid Az
 TU2555:SPC HI 1     -  FENCE TANK                               068 14 09.8
 TU2555:UTM  05      -  FENCE TANK                               069 05 26.6
 TU2555
 TU2555|---------------------------------------------------------------------|
 TU2555| PID    Reference Object                     Distance      Geod. Az  |
 TU2555|                                                           dddmmss.s |
 TU2555| TU2554 FENCE TANK                          APPROX. 2.1 KM 0681114.1 |
 TU2555| CN5213 HOLOHOLOKU RM 1                       8.561 METERS 09123     |
 TU2555| CN4637 AIRWAY OBSTRUCTION LIGHT                           16038     |
 TU2555| TU2560 PARKER RANCH TANK D                 APPROX. 5.9 KM 2455951.3 |
 TU2555| TU2557 PARKER RANCH TANK A                 APPROX. 3.2 KM 2983131.1 |
 TU2555| TU2691 KAMUELA AIRPORT VOR 1967            APPROX. 3.7 KM 3101802.1 |
 TU2555| TU2686 WAIMEA AIRPORT WIND SOCK            APPROX. 4.9 KM 3120349.9 |
 TU2555| CN5214 HOLOHOLOKU RM 2                       5.341 METERS 35111     |
 TU2555|---------------------------------------------------------------------|
 TU2555
 TU2555                          SUPERSEDED SURVEY CONTROL
 TU2555
 TU2555  NAD 83(1986)-  19 58 35.07988(N)    155 38 34.41737(W) AD(       ) 2
 TU2555  OLD HI      -  19 58 46.08700(N)    155 38 44.42300(W) AD(       ) 2
 TU2555
 TU2555.Superseded values are not recommended for survey control.
 TU2555.NGS no longer adjusts projects to the OLD HI datum.
 TU2555.See file dsdata.txt to determine how the superseded data were derived.
 TU2555
 TU2555_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2342311052(NAD 83)
 TU2555_MARKER: Z = SEE DESCRIPTION
 TU2555_SETTING: 0 = UNSPECIFIED SETTING
 TU2555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU2555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU2555
 TU2555  HISTORY     - Date     Condition        Report By
 TU2555  HISTORY     - 1873     MONUMENTED       HIGS
 TU2555  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2555  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2555  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2555  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2555  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2555  HISTORY     - 19940630 GOOD             NGS
 TU2555
 TU2555                          STATION DESCRIPTION
 TU2555
 TU2555'DESCRIBED BY HAWAII GEODETIC SURVEY 1873
 TU2555'IN THE NORTHERN PART OF HAWAII, ABOUT 4 MILES SOUTH-SOUTHEAST
 TU2555'FROM WAIMEA VILLAGE, ON THE SUMMIT OF A CONSPICUOUS CONICAL
 TU2555'HILL IN THE PLAIN.  MARKED BY AN IRON STAKE DRIVEN IN THE
 TU2555'SCORIA, WITH FOUR REDWOOD POSTS SET UP AROUND IT TO SUPPORT
 TU2555'SIGNAL.
 TU2555
 TU2555                          STATION RECOVERY (1938)
 TU2555
 TU2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2555'LOCATION OF STATION--ON THE SUMMIT OF A CONSPICUOUS CONICAL
 TU2555'HILL REDDISH IN COLOR, AND CALLED HOLOHOLOKU.  THIS HILL IS
 TU2555'ABOUT 4 MILES SOUTHEAST FROM WAIMEA AND ABOUT 2-1/4 MILES EAST
 TU2555'OF THE WAIMEA-KONA GOVERNMENT MAIN ROAD.
 TU2555'
 TU2555'OLD STATION MARK FOUND--6 IN CYLINDRICAL CONCRETE MONUMENT
 TU2555'MARKED WITH A U.S.G.S. BRONZE TABLET STAMPED 3265 FEET
 TU2555'ELEVATION AND COVERED WITH A MOUND OF STONES.  THE ORIGINAL
 TU2555'MARK, AN IRON PIPE COULD NOT BE FOUND.
 TU2555'
 TU2555'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2555'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET
 TU2555'LONG SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT
 TU2555'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE
 TU2555'STEEL BAR).
 TU2555
 TU2555                          STATION RECOVERY (1948)
 TU2555
 TU2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2555'THE ORIGINAL STATION WAS NOT RECOVERED.  IN 1873 THE HAWAIIAN
 TU2555'GOVERNMENT ESTABLISHED THE STATION WHICH WAS MARKED BY AN IRON
 TU2555'STAKE.  AROUND 1926 THE U.S. GEOLOGICAL SURVEY SURVEYED THIS
 TU2555'AREA AND ESTABLISHED A TRIANGULATION STATION WHICH THEY
 TU2555'MARKED WITH A BRONZE DISK, STAMPED 3265, SET IN THE TOP OF A
 TU2555'MASS OF CONCRETE.  IN 1938 THE HAWAIIAN TERRITORIAL SURVEY
 TU2555'RECOVERED THE GEOLOGICAL SURVEY DISK AND SURROUNDED THE
 TU2555'STATION DISK WITH A TRIANGULAR SLAB OF CONCRETE WHICH IS 7.5
 TU2555'FEET ON EACH SIDE AND PROJECTS ABOUT 8 INCHES.  IN 1948 THE
 TU2555'U.S.C. AND G.S. ESTABLISHED ONE REFERENCE MARK.  A NEW
 TU2555'DESCRIPTION FOLLOWS--
 TU2555'
 TU2555'THE STATION IS LOCATED ON THE SUMMIT OF A CONSPICUOUS CONICAL
 TU2555'HILL, KNOWN AS HOLOHOLOKU, ABOUT 4 MILES SOUTH SOUTHEAST OF
 TU2555'WAIMEA, ABOUT 3 MILES EAST OF THE ROAD WHICH RUNS BETWEEN
 TU2555'WAIMEA AND KAILUA AND ABOUT 0.1 MILE EAST OF A CINDER PIT.
 TU2555'
 TU2555'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO WEST AND SOUTH,
 TU2555'ON THE ROAD WHICH LEADS TOWARD KAILUA, FOR 1.8 MILES.  TURN
 TU2555'LEFT, PASS THROUGH A BOARD GATE AND FOLLOW THE CINDER ROAD,
 TU2555'SOUTHEAST, FOR 3.0 MILES TO THE BASE OF THE HILL AND THE END
 TU2555'OF TRUCK TRAVEL.  FROM THIS POINT PACK, EASTERLY, UP THE STEEP
 TU2555'SLOPE FOR ABOUT 0.2 MILE TO THE SUMMIT AND THE STATION.
 TU2555'
 TU2555'THE STATION IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 TU2555'3265, SET INTO A MASS OF CONCRETE WHICH IS FLUSH WITH THE
 TU2555'GROUND.
 TU2555'
 TU2555'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NO 1 1948,
 TU2555'SET IN THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS ABOUT 4
 TU2555'INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 TU2555'
 TU2555'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED
 TU2555'BY W.H. BARRINGER IN JANUARY 1911.  REMARKED BY BRONZE TABLET
 TU2555'STAMPED 3265, SET IN CONCRETE AND CENTERED OVER OLD PIPE.
 TU2555
 TU2555                          STATION RECOVERY (1966)
 TU2555
 TU2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JMC)
 TU2555'STATION WAS RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 TU2555'IS ADEQUATE, EXCEPT THAT IT IS NOW POSSIBLE TO DRIVE TO TOP OF
 TU2555'HILL ON A BULLDOZED ROAD, WITH A 4-WHEEL DRIVE VEHICLE, UP WEST
 TU2555'SIDE OF HILL.
 TU2555
 TU2555                          STATION RECOVERY (1967)
 TU2555
 TU2555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2555'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2555'GOOD CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED.  A
 TU2555'COMPLETE DESCRIPTION FOLLOWS--
 TU2555'
 TU2555'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF KAMUELA, ON
 TU2555'THE SUMMIT OF HOLOHOLOKU, A PROMINENT ROUND-TOPPED HILL OF
 TU2555'ABOUT 3265 FEET ELEVATION, WHICH HAS A SMALL, YELLOW HUT WITH A
 TU2555'RED OBSTRUCTION LIGHT ON IT, NEAR THE STATION.
 TU2555'
 TU2555'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH
 TU2555'ON STATE HIGHWAY 19 FOR 1.8 MILES TO JUNCTION WITH THE AIRPORT
 TU2555'ROAD ON LEFT.  CONTINUE AHEAD ABOUT 100 YARDS TO TRACK SIDE ROAD
 TU2555'LEFT.  GO LEFT FOR 0.2 MILE TO LOCKED BOARD GATE.  PASS THROUGH
 TU2555'GATE AND FOLLOW GOOD TRACK ROAD SOUTHEAST ACROSS PASTURE FOR
 TU2555'2.8 MILES TO FORK.  TAKE LEFT FORK AND GO 0.15 MILE TO
 TU2555'FORK.  TAKE LEFT FORK AND FOLLOW STEEP ROAD UP SIDE OF HILL
 TU2555'FOR 0.5 MILE TO TOP AND STATION.  NOTE--KEY FOR LOCKED GATE
 TU2555'WAS OBTAINED AT THE PARKER RANCH OFFICE IN KAMUELA.
 TU2555'
 TU2555'STATION MARK IS A USGS DISK SET IN THE CENTER OF A TRIANGULAR,
 TU2555'CONCRETE PLATFORM 7 FEET ON EACH SIDE, FLUSH WITH GROUND.  IT
 TU2555'IS 42.3 FEET NORTH-NORTHWEST OF THE YELLOW HUT.  NOTE--THE
 TU2555'MARK WAS DESCRIBED AS BEING STAMPED 3265 BUT NO STAMPING IS
 TU2555'NOW DISCERNIBLE.
 TU2555'
 TU2555'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 1 1948,
 TU2555'SET IN THE TOP OF A 2-INCH, IRON PIPE FLUSH WITH GROUND, 2.4
 TU2555'FEET LOWER THAN STATION MARK.
 TU2555'
 TU2555'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2555'HOLOHOLOKU HGS 1873 NO 2 1967, CEMENTED IN A DRILL HOLE IN A
 TU2555'SMALL BEDROCK OUTCROP PROJECTING 3 INCHES FROM GROUND, AND IS
 TU2555'AT ABOUT SAME ELEVATION AS STATION MARK.
 TU2555'
 TU2555'AIRWAY OBSTRUCTION LIGHT IS A RED LIGHT MOUNTED ON TOP OF THE
 TU2555'GABLE ROOF OF A 5 X 6-FOOT, YELLOW HUT WHICH IS 7 FEET HIGH.
 TU2555
 TU2555                          STATION RECOVERY (1978)
 TU2555
 TU2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU2555'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TU2555'
 TU2555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2555'3.5 MIS. SOUTHEAST OF KAMUELA.
 TU2555
 TU2555                          STATION RECOVERY (1994)
 TU2555
 TU2555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU2555'THIS STATION IS ATOP A 300 FT (91.4 M) TALL CINDER CONE HILL ABOUT 2
 TU2555'MILES (3.2 KM) SOUTHEAST OF THE AIRPORT.  THE STATION IS MARKED BY A
 TU2555'STATE OF HAWAII SIGNAL CONSISTING OF A LARGE METAL PADDLE ABOUT 2X3
 TU2555'ATTACHED TO A STEEL POLE.  THIS SIGNAL SITS IN ANOTHER STEEL PIPE THAT
 TU2555'IS PLUMB OVER THE ACTUAL DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2589 ***********************************************************************
 TU2589  DESIGNATION -  HOLUALOA STACK
 TU2589  PID         -  TU2589
 TU2589  STATE/COUNTY-  HI/HAWAII
 TU2589  USGS QUAD   -  KAILUA (1996)
 TU2589
 TU2589                         *CURRENT SURVEY CONTROL
 TU2589  ___________________________________________________________________
 TU2589* NAD 83(1993)-  19 37 54.93690(N)    155 57 44.24477(W)     ADJUSTED  
 TU2589* LOCAL TIDAL -                                                        
 TU2589  ___________________________________________________________________
 TU2589  EPOCH DATE  -        1993.62
 TU2589  LAPLACE CORR-          24.40  (seconds)                    DEFLEC99
 TU2589  GEOID HEIGHT-          20.07  (meters)                     GEOID03
 TU2589
 TU2589  HORZ ORDER  -  THIRD
 TU2589
 TU2589.The horizontal coordinates were established by classical geodetic methods
 TU2589.and adjusted by the National Geodetic Survey in December 1998..
 TU2589.The horizontal coordinates are valid at the epoch date displayed above.
 TU2589.The epoch date for horizontal control is a decimal equivalence
 TU2589.of Year/Month/Day.
 TU2589
 TU2589
 TU2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2589
 TU2589.The geoid height was determined by GEOID03.
 TU2589
 TU2589;                    North         East     Units Scale Factor Converg.
 TU2589;SPC HI 1     -    88,462.995   451,512.432   MT  0.99999571   -0 09 19.2
 TU2589;UTM  05      - 2,173,451.324   189,307.182   MT  1.00079334   -0 59 45.8
 TU2589;UTM  04      - 2,173,590.708   818,608.730   MT  1.00085494   +1 01 17.3
 TU2589
 TU2589                          SUPERSEDED SURVEY CONTROL
 TU2589
 TU2589  NAD 83(1986)-  19 37 54.93337(N)    155 57 44.27574(W) AD(       ) 4
 TU2589  OLD HI      -  19 38 06.44500(N)    155 57 53.81800(W) AD(       ) 3
 TU2589
 TU2589.Superseded values are not recommended for survey control.
 TU2589.NGS no longer adjusts projects to the OLD HI datum.
 TU2589.See file dsdata.txt to determine how the superseded data were derived.
 TU2589
 TU2589_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8930773451(NAD 83)
 TU2589
 TU2589  HISTORY     - Date     Condition        Report By
 TU2589  HISTORY     - 1913     MONUMENTED       CGS
 TU2589
 TU2589                          STATION DESCRIPTION
 TU2589
 TU2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2589'IN KONA DISTRICT, ON WEST COAST OF HAWAII, UP A HILL ABOUT MIDWAY
 TU2589'BETWEEN KAILUA AND HOLUALOA, THE LARGE HIGH IRON STACK OF THE
 TU2589'KONA DEVELOPMENT CO.  IT BEARS S. 86 DEG E. FROM THE
 TU2589'LARGE STONE CHURCH, WITH RED ROOF AND TOWER, AT KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2577 ***********************************************************************
 TU2577  DESIGNATION -  HOLUALOA STORE
 TU2577  PID         -  TU2577
 TU2577  STATE/COUNTY-  HI/HAWAII
 TU2577  USGS QUAD   -  KEALAKEKUA (1996)
 TU2577
 TU2577                         *CURRENT SURVEY CONTROL
 TU2577  ___________________________________________________________________
 TU2577* NAD 83(1993)-  19 36 33.82053(N)    155 56 59.07058(W)     ADJUSTED  
 TU2577* LOCAL TIDAL -                                                        
 TU2577  ___________________________________________________________________
 TU2577  EPOCH DATE  -        1993.62
 TU2577  LAPLACE CORR-          24.58  (seconds)                    DEFLEC99
 TU2577  GEOID HEIGHT-          20.37  (meters)                     GEOID03
 TU2577
 TU2577  HORZ ORDER  -  THIRD
 TU2577
 TU2577.The horizontal coordinates were established by classical geodetic methods
 TU2577.and adjusted by the National Geodetic Survey in December 1998..
 TU2577.The horizontal coordinates are valid at the epoch date displayed above.
 TU2577.The epoch date for horizontal control is a decimal equivalence
 TU2577.of Year/Month/Day.
 TU2577
 TU2577
 TU2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2577
 TU2577.The geoid height was determined by GEOID03.
 TU2577
 TU2577;                    North         East     Units Scale Factor Converg.
 TU2577;SPC HI 1     -    85,965.180   452,822.023   MT  0.99999417   -0 09 03.4
 TU2577;UTM  05      - 2,170,932.575   190,581.012   MT  1.00078358   -0 59 26.7
 TU2577;UTM  04      - 2,171,118.162   819,970.493   MT  1.00086570   +1 01 28.4
 TU2577
 TU2577                          SUPERSEDED SURVEY CONTROL
 TU2577
 TU2577  NAD 83(1986)-  19 36 33.81691(N)    155 56 59.10239(W) AD(       ) 4
 TU2577  OLD HI      -  19 36 45.33100(N)    155 57 08.62500(W) AD(       ) 3
 TU2577
 TU2577.Superseded values are not recommended for survey control.
 TU2577.NGS no longer adjusts projects to the OLD HI datum.
 TU2577.See file dsdata.txt to determine how the superseded data were derived.
 TU2577
 TU2577_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9058170933(NAD 83)
 TU2577
 TU2577  HISTORY     - Date     Condition        Report By
 TU2577  HISTORY     - 1913     MONUMENTED       CGS
 TU2577
 TU2577                          STATION DESCRIPTION
 TU2577
 TU2577'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2577'ON WEST SIDE OF HAWAII, KONA DISTRICT, 3-3/4 MILES, S. 67 DEG
 TU2577'E. FROM KAILUA WHARF, ON WEST SIDE OF GOVERNMENT ROAD, AT JUNCTION
 TU2577'OF THE MIDDLE ROAD OF THE THREE WHICH RUN DOWN TO KAILUA.  STATION
 TU2577'IS SEA GABLE OF THE VERY LARGE UNPAINTED BUILDING KNOWN AS THE
 TU2577'KIMURA STORE, OWNED BY Y. KIMURA, JAPANESE.  STORE SETS ON A
 TU2577'SHOULDER, AND IS VISIBLE OVER A WIDE WATER AREA.  IT IS TWO
 TU2577'STORIES HIGH, BUT THE BACK IS BUILT DOWN A SLOPE AND APPEARS
 TU2577'AS A 3-STORY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2028 ***********************************************************************
 TU2028  DESIGNATION -  HON
 TU2028  PID         -  TU2028
 TU2028  STATE/COUNTY-  HI/KAUAI
 TU2028  USGS QUAD   -  MAKAHA POINT (1983)
 TU2028
 TU2028                         *CURRENT SURVEY CONTROL
 TU2028  ___________________________________________________________________
 TU2028* NAD 83(1993)-  22 04 52.16137(N)    159 45 39.56301(W)     ADJUSTED  
 TU2028* LOCAL TIDAL -                                                        
 TU2028  ___________________________________________________________________
 TU2028  EPOCH DATE  -        1993.62
 TU2028  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 TU2028  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU2028
 TU2028  HORZ ORDER  -  THIRD
 TU2028
 TU2028.The horizontal coordinates were established by classical geodetic methods
 TU2028.and adjusted by the National Geodetic Survey in December 1998..
 TU2028.The horizontal coordinates are valid at the epoch date displayed above.
 TU2028.The epoch date for horizontal control is a decimal equivalence
 TU2028.of Year/Month/Day.
 TU2028
 TU2028
 TU2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2028
 TU2028.The geoid height was determined by GEOID03.
 TU2028
 TU2028;                    North         East     Units Scale Factor Converg.
 TU2028;SPC HI 4     -    27,464.109   473,065.203   MT  0.99999896   -0 05 53.2
 TU2028;UTM  04      - 2,442,005.822   421,493.103   MT  0.99967615   -0 17 09.9
 TU2028
 TU2028                          SUPERSEDED SURVEY CONTROL
 TU2028
 TU2028  NAD 83(1986)-  22 04 52.12791(N)    159 45 39.58827(W) AD(       ) 4
 TU2028  OLD HI      -  22 05 03.40000(N)    159 45 49.66000(W) AD(       ) 3
 TU2028
 TU2028.Superseded values are not recommended for survey control.
 TU2028.NGS no longer adjusts projects to the OLD HI datum.
 TU2028.See file dsdata.txt to determine how the superseded data were derived.
 TU2028
 TU2028_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2149342006(NAD 83)
 TU2028
 TU2028  HISTORY     - Date     Condition        Report By
 TU2028  HISTORY     - 1910     MONUMENTED       CGS
 TU2028  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2028
 TU2028                          STATION DESCRIPTION
 TU2028
 TU2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2028'ON WEST COAST OF KAUAI ON A HILL IN THE SAND RIDGE ABOUT 2 MILES
 TU2028'NORTHEAST OF NOHILI, 100 METERS BACK FROM AND 75 FEET ABOVE
 TU2028'HIGH-WATER MARK.  MARKED BY STAKE.
 TU2028
 TU2028                          STATION RECOVERY (1966)
 TU2028
 TU2028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2028'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU2028'DESTROYED.  ITS LOCATION WAS DETERMINED BY ANGLE CHECK, USING
 TU2028'COMPUTED ANGLES BETWEEN CAVERN 1927, KOLO 1964 AND BONHAM,
 TU2028'AUXILIARY LANDING FIELD, CONTROL TOWER, 1964.  THERE IS NOW A
 TU2028'PRIVATE SURVEY MARK, CONSISTING OF AN IRON PIPE DRIVEN INTO THE
 TU2028'SAND, ABOUT 16 FEET FROM STATION LOCATION, IN AZIMUTH 357 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2571 ***********************************************************************
 TU2571  DESIGNATION -  HONALO
 TU2571  PID         -  TU2571
 TU2571  STATE/COUNTY-  HI/HAWAII
 TU2571  USGS QUAD   -  KEALAKEKUA (1996)
 TU2571
 TU2571                         *CURRENT SURVEY CONTROL
 TU2571  ___________________________________________________________________
 TU2571* NAD 83(1993)-  19 33 02.10771(N)    155 56 08.02251(W)     ADJUSTED  
 TU2571* LOCAL TIDAL -       387.     (meters)    1270.     (feet)  SCALED    
 TU2571  ___________________________________________________________________
 TU2571  EPOCH DATE  -        1993.62
 TU2571  LAPLACE CORR-          24.97  (seconds)                    DEFLEC99
 TU2571  GEOID HEIGHT-          20.44  (meters)                     GEOID03
 TU2571
 TU2571  HORZ ORDER  -  THIRD
 TU2571
 TU2571.The horizontal coordinates were established by classical geodetic methods
 TU2571.and adjusted by the National Geodetic Survey in December 1998..
 TU2571.No horizontal observational check was made to the station.
 TU2571.The horizontal coordinates are valid at the epoch date displayed above.
 TU2571.The epoch date for horizontal control is a decimal equivalence
 TU2571.of Year/Month/Day.
 TU2571
 TU2571.The orthometric height was scaled from a topographic map.
 TU2571
 TU2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2571
 TU2571.The geoid height was determined by GEOID03.
 TU2571
 TU2571;                    North         East     Units Scale Factor Converg.
 TU2571;SPC HI 1     -    79,451.277   454,292.947   MT  0.99999248   -0 08 44.7
 TU2571;UTM  05      - 2,164,392.712   191,957.523   MT  1.00077308   -0 58 59.3
 TU2571;UTM  04      - 2,164,630.062   821,575.958   MT  1.00087844   +1 01 34.9
 TU2571
 TU2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2571!SPC HI 1     -   0.99993596  x   0.99999248  =   0.99992844
 TU2571!UTM  05      -   0.99993596  x   1.00077308  =   1.00070899
 TU2571!UTM  04      -   0.99993596  x   1.00087844  =   1.00081434
 TU2571
 TU2571|---------------------------------------------------------------------|
 TU2571| PID    Reference Object                     Distance      Geod. Az  |
 TU2571|                                                           dddmmss.s |
 TU2571| CN5216 HONALO RM 1                                        06353     |
 TU2571| CN5215 HONALO AZ MK                                       1484331.9 |
 TU2571| CN5217 HONALO RM 2                                        15421     |
 TU2571| TU2570 KAINALIU ST PAUL CATH CH SPIRE      APPROX. 1.1 KM 1575409.5 |
 TU2571| TU2573 LUN                                 438.698 METERS 3461812.3 |
 TU2571|---------------------------------------------------------------------|
 TU2571
 TU2571                          SUPERSEDED SURVEY CONTROL
 TU2571
 TU2571  NAD 83(1986)-  19 33 02.10580(N)    155 56 08.05057(W) AD(       ) 3
 TU2571  OLD HI      -  19 33 12.99400(N)    155 56 18.08500(W) AD(       ) 3
 TU2571
 TU2571.Superseded values are not recommended for survey control.
 TU2571.NGS no longer adjusts projects to the OLD HI datum.
 TU2571.See file dsdata.txt to determine how the superseded data were derived.
 TU2571
 TU2571_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9195864393(NAD 83)
 TU2571_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2571
 TU2571  HISTORY     - Date     Condition        Report By
 TU2571  HISTORY     - 1968     MONUMENTED       CGS
 TU2571
 TU2571                          STATION DESCRIPTION
 TU2571
 TU2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2571'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST OF
 TU2571'KEALAKEKUA, 7-1/2 MILES SOUTHEAST OF KAILUA, AND 3/4-MILE
 TU2571'NORTHWEST OF HONALO, ALONG THE WEST SIDE OF NEW HIGHWAY 11, UP
 TU2571'ON THE WEST CUTBANK, WHERE THE HIGHWAY GOES THROUGH A DEEP
 TU2571'CUT.  ON STATE HIGHWAY PROPERTY, BETWEEN THE HIGHWAY AND A
 TU2571'MACADAM ACCESS ROAD THAT ENDS AT THE STATION, ACROSS THE
 TU2571'HIGHWAY FROM POWER POLES 41 AND 42 AND ABOUT MIDWAY BETWEEN
 TU2571'THEM.
 TU2571'
 TU2571'TO REACH STATION FROM THE POST OFFICE IN KEALAKEKUA, GO NORTH
 TU2571'ON STATE HIGHWAY 11 FOR 2.0 MILES TO HIGHWAY JUNCTION AT
 TU2571'HONALO.  TAKE LEFT FORK AND GO DOWNGRADE ON NEW HIGHWAY FOR
 TU2571'0.35 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE AHEAD ON THE
 TU2571'HIGHWAY FOR 0.4 MILE TO MACADAM INTERSECTION ON LEFT.  TURN
 TU2571'LEFT AND GO PARALLEL WITH HIGHWAY, UP-GRADE ON MACADAM ROAD,
 TU2571'FOR 0.05 MILE TO END OF ACCESS ROAD AND STATION ON LEFT.
 TU2571'
 TU2571'STATION MARK IS A STANDARD DISK STAMPED HONALO 1968, SET IN
 TU2571'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU2571'2 INCHES ABOVE GROUND.  IT IS ABOUT 50 FEET WEST OF
 TU2571'CENTER-LINE OF HIGHWAY, 17 FEET WEST OF EDGE OF CUTBANK,
 TU2571'4-1/2 FEET EAST OF EDGE OF ACCESS ROAD, 3 FEET NORTHEAST OF A
 TU2571'WHITE WITNESS POST, AND 10 FEET NORTH OF END OF ACCESS ROAD.
 TU2571'
 TU2571'UNDERGROUND MARK IS A STANDARD DISK STAMPED HONALO 1968, SET
 TU2571'IN CONCRETE ABOUT 3 FEET BELOW GROUND LEVEL.
 TU2571'
 TU2571'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HANALO
 TU2571'NO 1 1968 CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2
 TU2571'INCHES.  LOCATED BETWEEN EDGE OF CUTBANK AND ACCESS ROAD, AT
 TU2571'SAME ELEVATION AS STATION MARK.
 TU2571'
 TU2571'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HONALO
 TU2571'NO 2 1968 CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 2
 TU2571'INCHES.  LOCATED 6 FEET SOUTHEAST OF SOUTHEAST CORNER OF ACCESS
 TU2571'ROAD END AND ABOUT 4 INCHES HIGHER THAN STATION MARK.
 TU2571'
 TU2571'AZIMUTH ARK IS A STANDARD DISK STAMPED HONALO 1968, CEMENTED
 TU2571'IN A DRILL HOLE IN A 16-INCH-SQUARE, BEDROCK OUTCROP THAT
 TU2571'PROJECTS 4 INCHES ABOVE GROUND.  IT IS LOCATED ON A 6-FOOT-HIGH
 TU2571'CUTBANK, BETWEEN HIGHWAY AND A COFFEE-FIELD ROAD, 32 FEET WEST
 TU2571'OF CENTER-LINE OF HIGHWAY, 10 FEET SOUTH OF THE HIGHER PART OF
 TU2571'THE CUTBANK, WHICH HAS COFFEE TREES ON IT, ABOUT 25 YARDS
 TU2571'SOUTH FROM A POINT EVEN WITH POWER POLE 50, AND 125 YARDS NORTH
 TU2571'OF A MACADAM ACCESS ROAD ENTRANCE.
 TU2571'
 TU2571'NOTE--THIS STATON WAS ESTABLISHED TO REPLACE LUN 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2518 ***********************************************************************
 TU2518  DESIGNATION -  HONAUNAU ST BENEDICT CATH CH
 TU2518  PID         -  TU2518
 TU2518  STATE/COUNTY-  HI/HAWAII
 TU2518  USGS QUAD   -  HONAUNAU (1996)
 TU2518
 TU2518                         *CURRENT SURVEY CONTROL
 TU2518  ___________________________________________________________________
 TU2518* NAD 83(1993)-  19 26 06.17507(N)    155 53 17.86712(W)     ADJUSTED  
 TU2518* LOCAL TIDAL -                                                        
 TU2518  ___________________________________________________________________
 TU2518  EPOCH DATE  -        1993.62
 TU2518  LAPLACE CORR-          24.70  (seconds)                    DEFLEC99
 TU2518  GEOID HEIGHT-          20.90  (meters)                     GEOID03
 TU2518
 TU2518  HORZ ORDER  -  THIRD
 TU2518
 TU2518.The horizontal coordinates were established by classical geodetic methods
 TU2518.and adjusted by the National Geodetic Survey in December 1998..
 TU2518.The horizontal coordinates are valid at the epoch date displayed above.
 TU2518.The epoch date for horizontal control is a decimal equivalence
 TU2518.of Year/Month/Day.
 TU2518
 TU2518
 TU2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2518
 TU2518.The geoid height was determined by GEOID03.
 TU2518
 TU2518;                    North         East     Units Scale Factor Converg.
 TU2518;SPC HI 1     -    66,649.840   459,224.029   MT  0.99998721   -0 07 45.1
 TU2518;UTM  05      - 2,151,510.924   196,705.163   MT  1.00073721   -0 57 42.4
 TU2518
 TU2518                          SUPERSEDED SURVEY CONTROL
 TU2518
 TU2518  NAD 83(1986)-  19 26 06.17146(N)    155 53 17.90383(W) AD(       ) 4
 TU2518  OLD HI      -  19 26 17.03300(N)    155 53 27.93800(W) AD(       ) 3
 TU2518
 TU2518.Superseded values are not recommended for survey control.
 TU2518.NGS no longer adjusts projects to the OLD HI datum.
 TU2518.See file dsdata.txt to determine how the superseded data were derived.
 TU2518
 TU2518_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9670551511(NAD 83)
 TU2518
 TU2518  HISTORY     - Date     Condition        Report By
 TU2518  HISTORY     - 1948     MONUMENTED       CGS
 TU2518  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2518
 TU2518                          STATION DESCRIPTION
 TU2518
 TU2518'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2518'THIS IS AN INTERSECTION STATION.
 TU2518'
 TU2518'THE STATION IS THE TOP OF THE SPIRE ON THE TOP OF THE SMALL,
 TU2518'ORNAMENTIVE, STEEPLE OF THE SAINT BENEDICT CATHOLIC CHURCH IN THE
 TU2518'VILLAGE OF HONAUNAU.  THIS CHURCH IS KNOWN AS THE PAINTED CHURCH
 TU2518'AND IS REGULARLY VISITED BY TOURISTS.
 TU2518'
 TU2518'THE CHURCH IS CONSTRUCTED OF WOOD, PAINTED WHITE.  THE ROOF IS
 TU2518'TIN, PAINTED WHITE AND A SMALL, INTRICATE, STEEPLE IS NEAR THE
 TU2518'WEST END OF THE ROOF.
 TU2518'
 TU2518'IT IS LOCATED ABOUT 150 FEET EAST OF THE MIDDLE ROAD, ABOUT 100
 TU2518'FEET NORTH OF AN OPEN SHED AND ABOUT 50 FEET NORTHWEST OF A
 TU2518'WHITE HOUSE.
 TU2518'
 TU2518'THE TOP OF THE STEEPLE IS ABOUT 35 FEET ABOVE GROUND.
 TU2518
 TU2518                          STATION RECOVERY (1968)
 TU2518
 TU2518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2518'STATION WAS RECOVERED.  LOCATED ABOUT 3/4-MILE SOUTHWEST OF THE
 TU2518'POST OFFICE IN HONAUNAU, ALONG EAST SIDE OF OLD MACADAM ROAD
 TU2518'KNOWN AS MIDDLE ROAD.
 TU2518'
 TU2518'STATION IS A WHITE CROSS ATOP A PROMINENT, SHARP, WHITE, CONICAL
 TU2518'SPIRE ON A SQUARE, WHITE, INTRICATELY-DESIGNED BASE, ON THE
 TU2518'WEST END OF A RECTANGULAR CHURCH BUILDING WHICH IS PAINTED WHITE
 TU2518'AND HAS A BRIGHT GREEN ROOF.  THIS CHURCH IS KNOWN AS THE PAINTED
 TU2518'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3128 ***********************************************************************
 TU3128  DESIGNATION -  HONO 1931
 TU3128  PID         -  TU3128
 TU3128  STATE/COUNTY-  HI/MAUI
 TU3128  USGS QUAD   -  LAHAINA (1992)
 TU3128
 TU3128                         *CURRENT SURVEY CONTROL
 TU3128  ___________________________________________________________________
 TU3128* NAD 83(1993)-  20 56 23.30971(N)    156 41 21.06059(W)     ADJUSTED  
 TU3128* LOCAL TIDAL -                                                        
 TU3128  ___________________________________________________________________
 TU3128  EPOCH DATE  -        1993.62
 TU3128  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 TU3128  GEOID HEIGHT-          16.04  (meters)                     GEOID03
 TU3128
 TU3128  HORZ ORDER  -  THIRD
 TU3128
 TU3128.The horizontal coordinates were established by classical geodetic methods
 TU3128.and adjusted by the National Geodetic Survey in December 1998..
 TU3128.The horizontal coordinates are valid at the epoch date displayed above.
 TU3128.The epoch date for horizontal control is a decimal equivalence
 TU3128.of Year/Month/Day.
 TU3128
 TU3128
 TU3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3128
 TU3128.The geoid height was determined by GEOID03.
 TU3128
 TU3128;                    North         East     Units Scale Factor Converg.
 TU3128;SPC HI 2     -    67,142.187   497,658.057   MT  0.99996673   -0 00 29.0
 TU3128;UTM  04      - 2,317,218.599   740,305.407   MT  1.00031369   +0 49 34.5
 TU3128
 TU3128                          SUPERSEDED SURVEY CONTROL
 TU3128
 TU3128  NAD 83(1986)-  20 56 23.26758(N)    156 41 21.03399(W) AD(       ) 4
 TU3128  OLD HI      -  20 56 34.82600(N)    156 41 31.21900(W) AD(       ) 3
 TU3128
 TU3128.Superseded values are not recommended for survey control.
 TU3128.NGS no longer adjusts projects to the OLD HI datum.
 TU3128.See file dsdata.txt to determine how the superseded data were derived.
 TU3128
 TU3128_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4030517219(NAD 83)
 TU3128
 TU3128  HISTORY     - Date     Condition        Report By
 TU3128  HISTORY     - 1950     MONUMENTED       CGS
 TU3128  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3128  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3128  HISTORY     - 19970614 MARK NOT FOUND   USPSQD
 TU3128
 TU3128                          STATION DESCRIPTION
 TU3128
 TU3128'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3128'THE STATION IS THE TOP AND CENTER OF A FLUTED CONCRETE SMOKE
 TU3128'STACK WHICH IS LOCATED ON THE NORTH SIDE OF THE CENTRAL POWER
 TU3128'COMPANY NUMBER 6 IN THE VILLAGE OF PUUKOLII.
 TU3128'
 TU3128'THE STACK IS 193 FEET IN HEIGHT, ABOUT 12 FEET IN DIAMETER,
 TU3128'AND RESTS ON A CIRCULAR BASE WHICH IS FLUSH WITH THE SURFACE
 TU3128'OF THE GROUND.
 TU3128
 TU3128                          STATION RECOVERY (1961)
 TU3128
 TU3128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3128'THE STATION WAS RECOVERED IS GOOD CONDITION AS DESCRIBED.  THE
 TU3128'STACK IS NOW PAINTED BLACK AND IS AT THE ABANDONED PUUKOLII
 TU3128'POWER STATION ON THE EAST SIDE OF THE HIGHWAY.
 TU3128
 TU3128                          STATION RECOVERY (1969)
 TU3128
 TU3128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3128'STATION WAS RECOVERED.  LOCATED ABOUT 3 MILES NORTH-NORTHWEST
 TU3128'OF LAHAINA, 1 MILE NORTHWEST OF PUUKOLII VILLAGE, AND 800 FEET
 TU3128'SOUTHEAST OF STATE HIGHWAY 30, OPPOSITE THE SOUTH END OF THE
 TU3128'LAHAINA AIRPORT.
 TU3128'
 TU3128'STATION IS THE CENTER OF THE GREYISH, CONCRETE STACK, WITH
 TU3128'FLUTED TOP, ABOUT 140 FEET TALL AND 12 FEET IN DIAMETER, AT
 TU3128'NORTH END OF THE POWER PLANT BUILDING.
 TU3128
 TU3128                          STATION RECOVERY (1997)
 TU3128
 TU3128'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU3128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3120 ***********************************************************************
 TU3120  DESIGNATION -  HONO ECC
 TU3120  PID         -  TU3120
 TU3120  STATE/COUNTY-  HI/MAUI
 TU3120  USGS QUAD   -  LAHAINA (1992)
 TU3120
 TU3120                         *CURRENT SURVEY CONTROL
 TU3120  ___________________________________________________________________
 TU3120* NAD 83(1993)-  20 56 19.56522(N)    156 41 21.14024(W)     ADJUSTED  
 TU3120* LOCAL TIDAL -        14.     (meters)      46.     (feet)  SCALED    
 TU3120  ___________________________________________________________________
 TU3120  EPOCH DATE  -        1993.62
 TU3120  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 TU3120  GEOID HEIGHT-          16.04  (meters)                     GEOID03
 TU3120
 TU3120  HORZ ORDER  -  THIRD
 TU3120
 TU3120.The horizontal coordinates were established by classical geodetic methods
 TU3120.and adjusted by the National Geodetic Survey in December 1998..
 TU3120.The horizontal coordinates are valid at the epoch date displayed above.
 TU3120.The epoch date for horizontal control is a decimal equivalence
 TU3120.of Year/Month/Day.
 TU3120
 TU3120.The orthometric height was scaled from a topographic map.
 TU3120
 TU3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3120
 TU3120.The geoid height was determined by GEOID03.
 TU3120
 TU3120;                    North         East     Units Scale Factor Converg.
 TU3120;SPC HI 2     -    67,027.032   497,655.739   MT  0.99996673   -0 00 29.0
 TU3120;UTM  04      - 2,317,103.381   740,304.766   MT  1.00031369   +0 49 34.3
 TU3120
 TU3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3120!SPC HI 2     -   0.99999528  x   0.99996673  =   0.99996201
 TU3120!UTM  04      -   0.99999528  x   1.00031369  =   1.00030897
 TU3120
 TU3120:                Primary Azimuth Mark                     Grid Az
 TU3120:SPC HI 2     -  WAIKULU HIGS                             064 17 25.7
 TU3120:UTM  04      -  WAIKULU HIGS                             063 27 22.4
 TU3120
 TU3120|---------------------------------------------------------------------|
 TU3120| PID    Reference Object                     Distance      Geod. Az  |
 TU3120|                                                           dddmmss.s |
 TU3120| TU3123 WAIKULU HIGS                        APPROX. 6.5 KM 0641656.7 |
 TU3120| TU3121 KEKAA 1881                          APPROX. 1.4 KM 2081327.1 |
 TU3120|---------------------------------------------------------------------|
 TU3120
 TU3120                          SUPERSEDED SURVEY CONTROL
 TU3120
 TU3120  NAD 83(1986)-  20 56 19.52189(N)    156 41 21.11446(W) AD(       ) 3
 TU3120  OLD HI      -  20 56 30.99000(N)    156 41 31.38000(W) AD(       ) 3
 TU3120
 TU3120.Superseded values are not recommended for survey control.
 TU3120.NGS no longer adjusts projects to the OLD HI datum.
 TU3120.See file dsdata.txt to determine how the superseded data were derived.
 TU3120
 TU3120_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4030517103(NAD 83)
 TU3120_MARKER: W = UNMONUMENTED
 TU3120_SETTING: 0 = UNSPECIFIED SETTING
 TU3120
 TU3120  HISTORY     - Date     Condition        Report By
 TU3120  HISTORY     - UNK      MONUMENTED
 TU3120  HISTORY     - 1969     MARK NOT FOUND   CGS
 TU3120
 TU3120                          STATION DESCRIPTION
 TU3120
 TU3120'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3120'A SEARCH WAS MADE BUT NO MARK FOUND.  THE LOCATION FALLS ON THE
 TU3120'NORTHWEST BANK OF A RESERVOIR.  BELIEVED TO HAVE BEEN ONLY
 TU3120'TEMPORARILY MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2165 ***********************************************************************
 TU2165  DESIGNATION -  HONOHINA RESET
 TU2165  PID         -  TU2165
 TU2165  STATE/COUNTY-  HI/HAWAII
 TU2165  USGS QUAD   -  PAPAALOA (1980)
 TU2165
 TU2165                         *CURRENT SURVEY CONTROL
 TU2165  ___________________________________________________________________
 TU2165* NAD 83(1993)-  19 54 47.23158(N)    155 09 24.99600(W)     ADJUSTED  
 TU2165* LOCAL TIDAL -       215.4    (meters)     707.     (feet)  VERT ANG  
 TU2165  ___________________________________________________________________
 TU2165  EPOCH DATE  -        1993.62
 TU2165  LAPLACE CORR-         -19.87  (seconds)                    DEFLEC99
 TU2165  GEOID HEIGHT-          18.15  (meters)                     GEOID03
 TU2165
 TU2165  HORZ ORDER  -  SECOND
 TU2165
 TU2165.The horizontal coordinates were established by classical geodetic methods
 TU2165.and adjusted by the National Geodetic Survey in December 1998..
 TU2165.The horizontal coordinates are valid at the epoch date displayed above.
 TU2165.The epoch date for horizontal control is a decimal equivalence
 TU2165.of Year/Month/Day.
 TU2165
 TU2165.The orthometric height was determined by vertical angle observations.
 TU2165
 TU2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2165
 TU2165.The geoid height was determined by GEOID03.
 TU2165
 TU2165;                    North         East     Units Scale Factor Converg.
 TU2165;SPC HI 1     -   119,561.334   535,918.504   MT  0.99998261   +0 07 00.6
 TU2165;UTM  05      - 2,203,315.229   274,207.682   MT  1.00023018   -0 44 05.8
 TU2165
 TU2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2165!SPC HI 1     -   0.99996329  x   0.99998261  =   0.99994590
 TU2165!UTM  05      -   0.99996329  x   1.00023018  =   1.00019346
 TU2165
 TU2165:                Primary Azimuth Mark                     Grid Az
 TU2165:SPC HI 1     -  ALALA RESET=758                          149 36 39.5
 TU2165:UTM  05      -  ALALA RESET=758                          150 27 45.9
 TU2165
 TU2165|---------------------------------------------------------------------|
 TU2165| PID    Reference Object                     Distance      Geod. Az  |
 TU2165|                                                           dddmmss.s |
 TU2165| TU2148 ALALA RESET=758                     APPROX. 9.9 KM 1494340.1 |
 TU2165| CN5219 HONOHINA RM 2                         5.572 METERS 29100     |
 TU2165| CN5218 HONOHINA RM 1                         5.517 METERS 29242     |
 TU2165|---------------------------------------------------------------------|
 TU2165
 TU2165                          SUPERSEDED SURVEY CONTROL
 TU2165
 TU2165  NAD 83(1986)-  19 54 47.20429(N)    155 09 25.00411(W) AD(       ) 2
 TU2165  OLD HI      -  19 54 58.19700(N)    155 09 34.97800(W) AD(       ) 2
 TU2165
 TU2165.Superseded values are not recommended for survey control.
 TU2165.NGS no longer adjusts projects to the OLD HI datum.
 TU2165.See file dsdata.txt to determine how the superseded data were derived.
 TU2165
 TU2165_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC7420803315(NAD 83)
 TU2165
 TU2165  HISTORY     - Date     Condition        Report By
 TU2165  HISTORY     - 1912     MONUMENTED       HITS
 TU2165  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2165  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2165  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2165  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2165
 TU2165                          STATION DESCRIPTION
 TU2165
 TU2165'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2165'ON EAST COAST OF HAWAII, IN NORTH HILO, LAND OF OPEA, ON A SMALL
 TU2165'HILL CALLED KUULA, AND EAST OF A GULCH.  JUST SOUTH OF HONOHINA
 TU2165'THERE IS A STEADY RISE IN THE GROUND ON THE SOUTHWEST SIDE OF THE
 TU2165'MAIN ROAD, TERMINATING IN A SHARP TIT SOME DISTANCE INLAND.  THIS
 TU2165'TIT CAN NOT BE SEEN FROM ANY PLACE ALONG THE ROAD.  IT IS REACHED
 TU2165'BY TAKING THE TRAIL WHICH LEAVES THE MAIN ROAD AT RIGHT ANGLES
 TU2165'AT A POINT ABOUT 200 METERS FROM THE HOUSE OF MR. LUCAS,
 TU2165'EMPLOYED ON THE HONOHINA PLANTATION.  MR. LUCASS HOUSE IS ON THE
 TU2165'MAIN ROAD, ABOUT 1 MILE OUT (SOUTHEAST) OF HONOHINA, AND THE
 TU2165'TRAIL BRANCHES OFF BETWEEN HIS HOUSE AND HONOHINA.  FOLLOW THE
 TU2165'TRAIL UP HILL THROUGH CANE TILL CAMP IS ON LEFT, TURN TO
 TU2165'RIGHT ALONG TRAIL, CROSSING A SMALL BROOK (POSSIBLY A FLUME
 TU2165'LATER) ABOUT 100 METERS BEYOND WHICH IS A FORKED ROAD, AT WHICH
 TU2165'POINT TURN TO RIGHT TO CLIMB THE TIT ABOVE MENTIONED.  THE
 TU2165'STATION IS ON THIS TIT, AND IS MARKED BY A COPPER TABLET MARKED
 TU2165'U.S.G.S. SET IN CONCRETE AND COVERED WITH A CAIRN OF STONES.
 TU2165'THE OLD UNDERGROUND MARK WAS A COPPER TRIANGLE BURIED 3 FEET
 TU2165'UNDERGROUND.
 TU2165
 TU2165                          STATION RECOVERY (1949)
 TU2165
 TU2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2165'LOCATED ON THE EAST COAST OF HAWAII, IN NORTH HILO, LAND OF OPEA,
 TU2165'ON A SMALL HILL IN CANE LAND CALLED KUULA, AND EAST OF A
 TU2165'GULCH.  JUST SOUTH OF HONOHINA THERE IS A STEADY RISE IN THE GROUND
 TU2165'ON THE SOUTHWEST SIDE OF THE MAIN ROAD, TERMINATING IN A SHARP
 TU2165'TIT SOME DISTANCE INLAND.  THIS TIT CAN NOT BE SEEN FROM ANY
 TU2165'PLACE ALONG THE ROAD.
 TU2165'
 TU2165'HAWAII TERRITORY SURVEY DESCRIPTION IS AS FOLLOWS.  AN ERRONEOUS
 TU2165'STATION HAS BEEN USED AT THIS PLACE SINCE 1899.  ORIGINAL BURIED
 TU2165'COPPER WAS RECOVERED AND TRUE STATION RESTORED BY M.E. LUTZ,
 TU2165'DEC. 1913.  ERRONEOUS STATION IS MARKED BY U.S.G.S. TABLET SET
 TU2165'IN STONE.  MARK--STATION IS MARKED BY A ONE INCH IRON PIPE SET IN
 TU2165'CONCRETE BLOCK, 3 FEET BELOW THE SURFACE AND ENTIRELY SEPARATE
 TU2165'IS A BRONZE PIN SET IN A CONCRETE POST.  TRIPOD SIGNAL OVER
 TU2165'STATION.  THE U.S.G.S. STATION OCCUPIED BY E.R. HAND IN 1912
 TU2165'WAS RECOVERED IN 1949 IN POOR CONDITION.  THE DISK WAS
 TU2165'REMOVED AND DESTROYED.  IN 1929 THE TERRITORY SURVEY PLACED A SIX
 TU2165'FOOT SQUARE CONCRETE PLATFORM WITH FOUR FOOT HIGH MASON WORK
 TU2165'SUPPORTS OVER THE STATION.  THE CENTER OF THE ONE INCH IRON
 TU2165'PIPE WAS USED AS THE STATION.
 TU2165'
 TU2165'TO REACH FROM THE POST OFFICE AT HILO--GO NORTHERLY ON THE COAST
 TU2165'HIGHWAY FOR 15.1 MILES TO THE HAKALAU POST OFFICE.  CONTINUE
 TU2165'AHEAD FOR 2.9 MILES.  TURN ONTO A PLANTATION DIRT ROAD AND GO
 TU2165'WESTERLY UP STEEP GRADE FOR 0.6 MILE TO A POINT WHERE THE
 TU2165'ROAD TURNS LEFT AT FOOT OF A LOW KNOLL.  FROM HERE PACK THROUGH
 TU2165'CANE FOR ABOUT 100 YARDS TO TOP OF KNOLL AND STATION.
 TU2165'
 TU2165'HEIGHT OF LIGHT ABOVE STATION MARK 2.36 METERS.
 TU2165
 TU2165                          STATION RECOVERY (1966)
 TU2165
 TU2165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2165'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 TU2165'WAS RECOVERED.  THE DISK IS SLIGHTLY SCARRED FROM MACHINERY,
 TU2165'HOWEVER, THE ROCK IN WHICH IT IS SET IS SOLID AND THE ARROW ON THE
 TU2165'DISK POINTS TO THE STATION.  A CHECK OF THE DISTANCE AND ANGLE
 TU2165'SHOWS A CONSIDERABLE DIFFERENCE FROM THE 1949 VALUES, SO SINCE
 TU2165'THE NUMBER AND DATE HAD NOT BEEN PREVIOUSLY STAMPED ON THE DISK
 TU2165'IT WAS STAMPED NO 2 AT THIS TIME.  NO ADDITIONAL REFERENCE MARKS
 TU2165'WERE SET AS TO THE SUGAR CANE IS PLANTED UP TO THE STATION ON
 TU2165'ALL SIDES.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2165'
 TU2165'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF HAKALAU AND 0.8 MILE
 TU2165'SOUTHWEST OF STATE HIGHWAY 19, ON A KNOLL IN A CANE FIELD, AT 704
 TU2165'FEET ELEVATION.
 TU2165'
 TU2165'TO REACH STATION FROM THE POST OFFICE AT PEPEEKEO, GO NORTHERLY ON
 TU2165'STATE HIGHWAY 19 FOR 5.2 MILES TO HAKALAU.  CONTINUE ON THE HIGHWAY
 TU2165'FOR 3.0 MILES TO SIDE ROAD LEFT AT SIGN HONOHINA.  TURN LEFT AND GO
 TU2165'0.2 MILE TO HONOHINA STORE.  CONTINUE ON PAVED ROAD FOR 0.75 MILE
 TU2165'TO PAVED T-ROAD RIGHT.  TURN RIGHT AND GO UP STEEP HILL FOR 0.4
 TU2165'MILE TO END OF PAVING.  CONTINUE AHEAD FOR 0.25 MILE TO END OF A
 TU2165'SHORT, STEEP, PAVED STRIP AT TOP OF GRADE, 25 YARDS BEFORE A
 TU2165'CROSSROAD, AND END OF TRUCK TRAVEL.  WALK NORTH THROUGH CANE
 TU2165'FIELD ABOUT 75 YARDS TO STATION.
 TU2165'
 TU2165'STATION MARK IS A 1-INCH IRON PIPE, PROJECTING 6 INCHES FROM THE
 TU2165'CENTER OF A 10-INCH-SQUARE, CONCRETE BLOCK THAT PROJECTS 2 INCHES
 TU2165'ABOVE GROUND.  A TYPE A SIGNAL IS CENTERED OVER THE MARK, WITH THE
 TU2165'6-FOOT-SQUARE CONCRETE PLATFORM 4 FEET ABOVE GROUND.  THERE IS A
 TU2165'RAISED CONCRETE CIRCLE, WITH HONOHINA 1929 INSCRIBED IN IT, ON
 TU2165'THE PLATFORM, AROUND THE CENTER PIPE.
 TU2165'
 TU2165'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HONOHINA
 TU2165'HGS NO 2 1949 1966, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER
 TU2165'THAT PROJECTS 1 FOOT ABOVE GROUND AND IS AT ABOUT SAME ELEVATION
 TU2165'AS STATION MARK.
 TU2165
 TU2165                          STATION RECOVERY (1978)
 TU2165
 TU2165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2165'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 TU2165'WAS NOT SEARCHED FOR.
 TU2165'
 TU2165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2165'3/4 MILE SOUTH OF HONOHINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2736 ***********************************************************************
 TU2736  DESIGNATION -  HONOIPU 1913
 TU2736  PID         -  TU2736
 TU2736  STATE/COUNTY-  HI/HAWAII
 TU2736  USGS QUAD   -  MAHUKONA (1995)
 TU2736
 TU2736                         *CURRENT SURVEY CONTROL
 TU2736  ___________________________________________________________________
 TU2736* NAD 83(1993)-  20 14 33.20987(N)    155 53 23.55569(W)     ADJUSTED  
 TU2736* LOCAL TIDAL -        18.     (meters)      59.     (feet)  SCALED    
 TU2736  ___________________________________________________________________
 TU2736  EPOCH DATE  -        1993.62
 TU2736  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 TU2736  GEOID HEIGHT-          17.63  (meters)                     GEOID03
 TU2736
 TU2736  HORZ ORDER  -  THIRD
 TU2736
 TU2736.The horizontal coordinates were established by classical geodetic methods
 TU2736.and adjusted by the National Geodetic Survey in December 1998..
 TU2736.The horizontal coordinates are valid at the epoch date displayed above.
 TU2736.The epoch date for horizontal control is a decimal equivalence
 TU2736.of Year/Month/Day.
 TU2736
 TU2736.The orthometric height was scaled from a topographic map.
 TU2736
 TU2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2736
 TU2736.The geoid height was determined by GEOID03.
 TU2736
 TU2736;                    North         East     Units Scale Factor Converg.
 TU2736;SPC HI 1     -   156,042.014   459,264.527   MT  0.99998717   -0 08 05.6
 TU2736;UTM  05      - 2,240,959.258   198,071.501   MT  1.00072685   -1 00 02.3
 TU2736
 TU2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2736!SPC HI 1     -   0.99999440  x   0.99998717  =   0.99998157
 TU2736!UTM  05      -   0.99999440  x   1.00072685  =   1.00072125
 TU2736
 TU2736                          SUPERSEDED SURVEY CONTROL
 TU2736
 TU2736  NAD 83(1986)-  20 14 33.17866(N)    155 53 23.54724(W) AD(       ) 4
 TU2736  OLD HI      -  20 14 44.24300(N)    155 53 33.59900(W) AD(       ) 3
 TU2736
 TU2736.Superseded values are not recommended for survey control.
 TU2736.NGS no longer adjusts projects to the OLD HI datum.
 TU2736.See file dsdata.txt to determine how the superseded data were derived.
 TU2736
 TU2736_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9807240959(NAD 83)
 TU2736
 TU2736  HISTORY     - Date     Condition        Report By
 TU2736  HISTORY     - 1913     MONUMENTED       CGS
 TU2736  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2736  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2736
 TU2736                          STATION DESCRIPTION
 TU2736
 TU2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2736'ON NORTHWEST COAST OF HAWAII, AND OF KOHALA, THE SEA GABLE OF THE
 TU2736'HONOIPU LANDING HOUSE, ON THE EDGE OF THE BLUFF AT HONOIPU.  THE
 TU2736'SEAWARD SIDE OF BUILDING IS RED.  ROOF, ENDS, AND BACK ARE
 TU2736'BLACK.  THIS BUILDING AND ALL OTHERS ADJACENT ARE TO BE MOVED
 TU2736'AND THE LANDING ABANDONED.  THE FOUNDATIONS, HOWEVER, WILL REMAIN
 TU2736'AND FORM A VERY CONSPICUOUS MARK FROM SEAWARD.  STATION MARK IS
 TU2736'ON OUTER EDGE OF FOUNDATION AT SEAWARD END, MIDWAY BETWEEN THE
 TU2736'CORNERS, AND DIRECTLY UNDER GABLE.
 TU2736
 TU2736                          STATION RECOVERY (1958)
 TU2736
 TU2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2736'THE STATION WAS RECOVERED AS DESCRIBED IN 1913, EXCEPT ONLY THE
 TU2736'FOUNDATION NOW REMAINS OF THE OLD LANDING HOUSE.  STATION USED
 TU2736'ONLY FOR PHOTOGRAMMETRY CONTROL POINT.
 TU2736'
 TU2736'TO REACH GO SOUTHWESTWARD ALONG THE BEACH FOR 2.7 MILES FROM
 TU2736'THE TERMINAL BUILDING OF THE UPOLU AIRPORT, PAST THE COAST GUARD
 TU2736'LORAN STATION, TO END OF DIRT ROAD AT FENCELINE.  TAKE TRAIL
 TU2736'DIRECTLY AT END OF ROAD AND WALK FOR ABOUT 0.5 MILE TO RUINS OF
 TU2736'OLD LANDING HOUSE AT TOP OF HIGH CLIFF.
 TU2736
 TU2736                          STATION RECOVERY (1967)
 TU2736
 TU2736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2736'STATION IS GONE.  THE BLUFF IS BREAKING BACK GRADUALLY AND ABOUT
 TU2736'20 FEET OF THE OLD CONCRETE FOUNDATION HAS FALLEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2659 ***********************************************************************
 TU2659  DESIGNATION -  HONOKAA HAWAIIAN TEL MICROWAVE
 TU2659  PID         -  TU2659
 TU2659  STATE/COUNTY-  HI/HAWAII
 TU2659  USGS QUAD   -  HONOKAA (1995)
 TU2659
 TU2659                         *CURRENT SURVEY CONTROL
 TU2659  ___________________________________________________________________
 TU2659* NAD 83(1993)-  20 04 39.77024(N)    155 27 50.29439(W)     ADJUSTED  
 TU2659* LOCAL TIDAL -                                                        
 TU2659  ___________________________________________________________________
 TU2659  EPOCH DATE  -        1993.62
 TU2659  LAPLACE CORR-         -10.35  (seconds)                    DEFLEC99
 TU2659  GEOID HEIGHT-          20.28  (meters)                     GEOID03
 TU2659
 TU2659  HORZ ORDER  -  THIRD
 TU2659
 TU2659.The horizontal coordinates were established by classical geodetic methods
 TU2659.and adjusted by the National Geodetic Survey in December 1998..
 TU2659.The horizontal coordinates are valid at the epoch date displayed above.
 TU2659.The epoch date for horizontal control is a decimal equivalence
 TU2659.of Year/Month/Day.
 TU2659
 TU2659
 TU2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2659
 TU2659.The geoid height was determined by GEOID03.
 TU2659
 TU2659;                    North         East     Units Scale Factor Converg.
 TU2659;SPC HI 1     -   137,745.769   503,768.386   MT  0.99996684   +0 00 44.5
 TU2659;UTM  05      - 2,221,984.070   242,321.393   MT  1.00042074   -0 50 46.8
 TU2659
 TU2659                          SUPERSEDED SURVEY CONTROL
 TU2659
 TU2659  NAD 83(1986)-  20 04 39.75981(N)    155 27 50.28931(W) AD(       ) 4
 TU2659  OLD HI      -  20 04 50.79220(N)    155 28 00.31460(W) AD(       ) 3
 TU2659
 TU2659.Superseded values are not recommended for survey control.
 TU2659.NGS no longer adjusts projects to the OLD HI datum.
 TU2659.See file dsdata.txt to determine how the superseded data were derived.
 TU2659
 TU2659_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4232121984(NAD 83)
 TU2659
 TU2659  HISTORY     - Date     Condition        Report By
 TU2659  HISTORY     - 1967     MONUMENTED       CGS
 TU2659
 TU2659                          STATION DESCRIPTION
 TU2659
 TU2659'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2659'LOCATED IN THE NORTHERN PART OF THE ISLAND, IN THE TOWN OF
 TU2659'HONOKAA, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF MAMANE
 TU2659'ST. AND ILIMA ST., AT NORTHWEST SIDE OF A HAWAIIAN TELEPHONE
 TU2659'CO. BUILDING.
 TU2659'
 TU2659'STATION IS THE CENTER OF A 3-LEGGED, SKELETON-STEEL TOWER 150
 TU2659'FEET TALL, PAINTED ALTERNATE RED AND WHITE, 20 FEET ON EACH SIDE
 TU2659'AT THE BASE AND TAPERING TO ABOUT 4 FEET AT THE TOP.  THERE IS NO
 TU2659'OBSTRUCTION LIGHT ON THE TOWER.  CENTER OF TOWER IS 18 FEET
 TU2659'NORTHWEST OF EDGE OF BUILDING AND 85 FEET NORTHEAST OF CENTER
 TU2659'LINE OF MAMANE ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2664 ***********************************************************************
 TU2664  DESIGNATION -  HONOKAA SUGAR CO MILL STACK
 TU2664  PID         -  TU2664
 TU2664  STATE/COUNTY-  HI/HAWAII
 TU2664  USGS QUAD   -  HONOKAA (1995)
 TU2664
 TU2664                         *CURRENT SURVEY CONTROL
 TU2664  ___________________________________________________________________
 TU2664* NAD 83(1993)-  20 05 36.63156(N)    155 28 03.90614(W)     ADJUSTED  
 TU2664* LOCAL TIDAL -                                                        
 TU2664  ___________________________________________________________________
 TU2664  EPOCH DATE  -        1993.62
 TU2664  LAPLACE CORR-         -10.51  (seconds)                    DEFLEC99
 TU2664  GEOID HEIGHT-          19.85  (meters)                     GEOID03
 TU2664
 TU2664  HORZ ORDER  -  THIRD
 TU2664
 TU2664.The horizontal coordinates were established by classical geodetic methods
 TU2664.and adjusted by the National Geodetic Survey in December 1998..
 TU2664.The horizontal coordinates are valid at the epoch date displayed above.
 TU2664.The epoch date for horizontal control is a decimal equivalence
 TU2664.of Year/Month/Day.
 TU2664
 TU2664
 TU2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2664
 TU2664.The geoid height was determined by GEOID03.
 TU2664
 TU2664;                    North         East     Units Scale Factor Converg.
 TU2664;SPC HI 1     -   139,494.200   503,372.581   MT  0.99996681   +0 00 39.9
 TU2664;UTM  05      - 2,223,739.037   241,951.677   MT  1.00042309   -0 50 53.8
 TU2664
 TU2664                          SUPERSEDED SURVEY CONTROL
 TU2664
 TU2664  NAD 83(1986)-  20 05 36.62161(N)    155 28 03.90078(W) AD(       ) 4
 TU2664  OLD HI      -  20 05 47.65440(N)    155 28 13.89100(W) AD(       ) 3
 TU2664
 TU2664.Superseded values are not recommended for survey control.
 TU2664.NGS no longer adjusts projects to the OLD HI datum.
 TU2664.See file dsdata.txt to determine how the superseded data were derived.
 TU2664
 TU2664_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4195223739(NAD 83)
 TU2664
 TU2664  HISTORY     - Date     Condition        Report By
 TU2664  HISTORY     - 1948     MONUMENTED       CGS
 TU2664  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2664  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2664
 TU2664                          STATION DESCRIPTION
 TU2664
 TU2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2664'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2664'
 TU2664'THE STATION IS THE CENTER OF A BLACK STEEL STACK WHICH IS ABOUT
 TU2664'160 FEET IN HEIGHT AND 10 FEET IN DIAMETER.  IT RESTS ON A
 TU2664'CONCRETE BASE WHICH IS ABOUT 15 FEET SQUARE AND ABOUT 15 FEET
 TU2664'IN HEIGHT.
 TU2664'
 TU2664'THE STATION IS LOCATED ON THE EASTERN SIDE OF THE KONAKAA SUGAR
 TU2664'COMPANY MILL, ABOUT 1.0 MILE NORTH OF HONOKAA, ABOUT 0.5 MILE
 TU2664'SOUTHWEST OF HONOKAA LANDING AND 25 FEET WEST OF A DIRT ROAD.
 TU2664
 TU2664                          STATION RECOVERY (1966)
 TU2664
 TU2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2664'STATION WAS RECOVERED.  IT IS THE TALL BLACK STEEL STACK AT
 TU2664'THE HONOKAA SUGAR MILL AT HAINA VILLAGE, ABOUT 1 MILE NORTH OF
 TU2664'HONOKAA.
 TU2664
 TU2664                          STATION RECOVERY (1969)
 TU2664
 TU2664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JMC)
 TU2664'STATION RECOVERED AS DESCRIBED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3278 ***********************************************************************
 TU3278  DESIGNATION -  HONOKAHAU 2 RESET
 TU3278  PID         -  TU3278
 TU3278  STATE/COUNTY-  HI/MAUI
 TU3278  USGS QUAD   -  NAPILI (1997)
 TU3278
 TU3278                         *CURRENT SURVEY CONTROL
 TU3278  ___________________________________________________________________
 TU3278* NAD 83(1993)-  21 01 44.44213(N)    156 35 49.40548(W)     ADJUSTED  
 TU3278* LOCAL TIDAL -        92.9    (meters)     305.     (feet)  VERT ANG  
 TU3278  ___________________________________________________________________
 TU3278  EPOCH DATE  -        1993.62
 TU3278  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 TU3278  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU3278
 TU3278  HORZ ORDER  -  FIRST
 TU3278
 TU3278.The horizontal coordinates were established by classical geodetic methods
 TU3278.and adjusted by the National Geodetic Survey in December 1998..
 TU3278.The horizontal coordinates are valid at the epoch date displayed above.
 TU3278.The epoch date for horizontal control is a decimal equivalence
 TU3278.of Year/Month/Day.
 TU3278
 TU3278.The orthometric height was determined by vertical angle observations.
 TU3278
 TU3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3278
 TU3278.The geoid height was determined by GEOID03.
 TU3278
 TU3278;                    North         East     Units Scale Factor Converg.
 TU3278;SPC HI 2     -    77,019.594   507,235.698   MT  0.99996731   +0 01 29.9
 TU3278;UTM  04      - 2,327,238.458   749,741.448   MT  1.00037083   +0 51 45.8
 TU3278
 TU3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3278!SPC HI 2     -   0.99998302  x   0.99996731  =   0.99995033
 TU3278!UTM  04      -   0.99998302  x   1.00037083  =   1.00035385
 TU3278
 TU3278:                Primary Azimuth Mark                     Grid Az
 TU3278:SPC HI 2     -  NAKALELE POINT LIGHT                     089 19 33.3
 TU3278:UTM  04      -  NAKALELE POINT LIGHT                     088 29 17.4
 TU3278
 TU3278|---------------------------------------------------------------------|
 TU3278| PID    Reference Object                     Distance      Geod. Az  |
 TU3278|                                                           dddmmss.s |
 TU3278| TU3276 NAKALELE POINT LIGHT                APPROX. 0.7 KM 0892103.2 |
 TU3278| CN5222 HONOKAHAU 2 RM 1                     15.787 METERS 18029     |
 TU3278| CN5220 HONOKAHAU 2 AZ MK                                  2241036.8 |
 TU3278| CN5221 HONOKAHAU 2 AZ MK 2                                2272459.9 |
 TU3278| CN5223 HONOKAHAU 2 RM 2                     21.317 METERS 26854     |
 TU3278|---------------------------------------------------------------------|
 TU3278
 TU3278                          SUPERSEDED SURVEY CONTROL
 TU3278
 TU3278  NAD 83(1986)-  21 01 44.39557(N)    156 35 49.38259(W) AD(       ) 1
 TU3278  OLD HI      -  21 01 55.98200(N)    156 35 59.55800(W) AD(       ) 1
 TU3278
 TU3278.Superseded values are not recommended for survey control.
 TU3278.NGS no longer adjusts projects to the OLD HI datum.
 TU3278.See file dsdata.txt to determine how the superseded data were derived.
 TU3278
 TU3278_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4974127238(NAD 83)
 TU3278_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3278
 TU3278  HISTORY     - Date     Condition        Report By
 TU3278  HISTORY     - 1950     MONUMENTED       CGS
 TU3278  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3278
 TU3278                          STATION DESCRIPTION
 TU3278
 TU3278'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3278'THE STATION IS LOCATED ON KANOUNOU POINT, ABOUT 4.5 MILES
 TU3278'NORTHEAST OF THE HONOKAHAU SCHOOL, ABOUT 0.3 MILE WEST OF
 TU3278'NAKALELE POINT LIGHTHOUSE, 55 FEET NORTHEAST OF A LONG ROW OF
 TU3278'IRONWOOD TREES AND ABOUT 12 FEET SOUTHWEST OF THE SEA BLUFF.
 TU3278'
 TU3278'TO REACH FROM THE COURTHOUSE IN LAIHAINA.  GO NORTHEAST, ON
 TU3278'THE PAVED COAST HIGHWAY FOR 10.75 MILES.  PASS THE HONOKAHAU
 TU3278'SCHOOL AND CONTINUE STRAIGHT AHEAD, NORTHERLY, FOR 5.9
 TU3278'MILES.  TAKE THE LEFT HAND FORK AND GO UP GRADE FOR 0.15
 TU3278'MILE.  TAKE THE LEFT HAND FORK AND FOLLOW ALONG THE WESTERLY
 TU3278'SIDE OF A PINEAPPLE FIELD FOR 0.35 MILE (THE AZIMUTH MARK IS
 TU3278'40 FEET NORTHWEST OF THIS POINT).  CONTINUE STRAIGHT AHEAD,
 TU3278'NORTHEASTERLY, FOR 0.4 MILE.  TURN LEFT AND GO WESTERLY,
 TU3278'KEEPING TO THE LEFT HAND SIDE OF A ROW OF IRONWOOD TREES, FOR
 TU3278'0.7 MILE TO THE STATION.
 TU3278'
 TU3278'THE STATION IS A STANDARD DISK, STAMPED HONOKAHAU 1949, SET
 TU3278'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.
 TU3278'
 TU3278'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED HONOKAHAU
 TU3278'1949, SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 TU3278'SURFACE OF THE SOIL.
 TU3278'
 TU3278'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HONOKAHAU
 TU3278'NO 1 1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU3278'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED JUST NORTHEAST OF A ROW
 TU3278'OF IRONWOOD TREES AND ABOUT 3 FEET LOWER THAN THE STATION.
 TU3278'
 TU3278'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HONOKAHAU
 TU3278'NO 2 1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU3278'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED JUST NORTHEAST OF A
 TU3278'ROW OF IRONWOOD TREES AND ABOUT 4 FEET LOWER THAN THE STATION.
 TU3278'
 TU3278'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HONOKAHAU 1949,
 TU3278'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH
 TU3278'THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 0.3 MILE SOUTH
 TU3278'SOUTHWEST OF THE STATION, 40 FEET NORTHWEST OF THE CENTER OF
 TU3278'A DIRT ROAD AND 1 FOOT WEST OF THE CONCRETE FOUNDATION OF A
 TU3278'THERMOMETER HOUSING.
 TU3278'
 TU3278'A 3 INCH GALVANIZED IRON PIPE SET IN CONCRETE WAS
 TU3278'RECOVERED.  THIS WAS TIED OFF AND THE NEW STATION SET AT THE
 TU3278'SAME LOCATION.  COMPUTATIONS SHOW THIS WAS NOT THE ORIGINAL
 TU3278'STATION.
 TU3278
 TU3278                          STATION RECOVERY (1969)
 TU3278
 TU3278'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3278'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU3278'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 TU3278'DESTROYED.  THE STATION MARK WAS FOUND UNDER A 14-INCH COVER
 TU3278'OF DIRT AND SOD, SO A NEW SURFACE MARK WAS SET ABOVE IT.  A
 TU3278'NEW AZIMUTH MARK WAS ALSO ESTABLISHED AND A WITNESS POST
 TU3278'WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3278'
 TU3278'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF HONOKAHUA VILLAGE AND
 TU3278'1/2-MILE WEST OF NAKALELE POINT LIGHTHOUSE, ON THE NORTH EDGE OF
 TU3278'THE NORTHERNMOST PINEAPPLE FIELD ON THE ISLAND, AT ABOUT 305 FEET
 TU3278'ELEVATION, IN A NARROW, LONG, GRASSY STRIP BETWEEN EDGE OF
 TU3278'BLUFF AND THE ROW OF IRONWOOD TREES BORDERING THE PINEAPPLE
 TU3278'FIELD.
 TU3278'
 TU3278'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3278'ON PAPALAUA STREET FOR 0.2 MILE.  TURN LEFT AND GO NORTH ON
 TU3278'STATE HIGHWAY 30 FOR 15.8 MILES TO THE HONOKAHAU STREAM
 TU3278'BRIDGE.  CONTINUE, UPGRADE, FOR 0.35 MILE TO SIDE ROAD
 TU3278'RIGHT.  GO RIGHT FOR 0.2 MILE.  TAKE LEFT FORK AND GO 0.1 MILE
 TU3278'TO TOP OF GRADE.  CONTINUE AHEAD, ALONG LEFT EDGE OF PINEAPPLE
 TU3278'FIELD, FOR 0.25 MILE.  TAKE RIGHT FORK, CROSSING FIELD, FOR 0.1
 TU3278'MILE TO AZIMUTH MARK ON LEFT, AT SOUTHEAST END OF IRONWOOD
 TU3278'TREE ROW.  CONTINUE, ALONG EDGE OF GULCH, FOR 0.15 MILE TO
 TU3278'FORK.  TAKE RIGHT FORK AND FOLLOW DIAGONAL ROAD ACROSS FIELD
 TU3278'FOR 0.3 MILE TO WIDE GAP IN IRONWOOD TREES, AND STATION 50 FEET
 TU3278'BEYOND.
 TU3278'
 TU3278'STATION MARK IS A STANDARD DISK STAMPED HONOKAHAU 2 1950 1969,
 TU3278'SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU3278'PROJECTS 6 INCHES FROM GROUND.  IT IS 10 FEET SOUTHWEST FROM
 TU3278'EDGE OF BLUFF, 65 FEET NORTHEAST OF PINEAPPLE FIELD PERIMETER
 TU3278'ROAD, 60 YARDS NORTHWEST OF A LARGE, DEEP, DRAINAGE CHUTE
 TU3278'RUNNING OUT FROM FIELD, AND 3 FEET NORTHEAST OF A WHITE WITNESS
 TU3278'POST.
 TU3278'
 TU3278'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HONOKAHAU
 TU3278'NO 1 1949, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 TU3278'THAT PROJECTS 2 INCHES FROM GROUND.  IT IS IN THE NORTHEAST
 TU3278'EDGE OF THE IRONWOOD ROW, 33 FEET NORTHEAST OF PINEAPPLE PERIMETER
 TU3278'ROAD AND 1-1/2 FEET LOWER THAN STATION MARK.
 TU3278'
 TU3278'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HONOKAHUA
 TU3278'NO 2 1949, SET IN THE TOP OF AN 8 X 10-INCH CONCRETE MONUMENT THAT
 TU3278'PROJECTS 2 INCHES FROM GROUND.  IT IS AT THE NORTHWEST EDGE OF THE
 TU3278'GAP IN IRONWOOD ROW, 26 FEET NORTHEAST OF EDGE OF PINEAPPLE FIELD
 TU3278'PERIMETER ROAD AND 5.9 FEET LOWER THAN STATION MARK.
 TU3278'
 TU3278'AZIMUTH MARK IS A STANDARD DISK STAMPED HONOKAHAU 2 1950 1969,
 TU3278'SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU3278'8 INCHES FROM GROUND.  IT IS AT THE SOUTH END OF A DEEP GULCH, AND
 TU3278'IN THE SOUTHEAST END OF A ROW OF IRONWOOD TREES.  17 FEET NORTH OF
 TU3278'CENTER LINE OF PINEAPPLE FIELD PERIMETER ROAD, 280 FEET
 TU3278'SOUTH-SOUTHWEST OF A RAIN GAUGE, AND 3.5 FEET NORTHWEST OF FIRST
 TU3278'TREE IN THE ROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3277 ***********************************************************************
 TU3277  DESIGNATION -  HONOKAHAU O 1882
 TU3277  PID         -  TU3277
 TU3277  STATE/COUNTY-  HI/MAUI
 TU3277  USGS QUAD   -  NAPILI (1997)
 TU3277
 TU3277                         *CURRENT SURVEY CONTROL
 TU3277  ___________________________________________________________________
 TU3277* NAD 83(1993)-  21 01 43.66581(N)    156 35 48.14050(W)     ADJUSTED  
 TU3277* LOCAL TIDAL -        93.     (meters)     305.     (feet)  SCALED    
 TU3277  ___________________________________________________________________
 TU3277  EPOCH DATE  -        1993.62
 TU3277  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 TU3277  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU3277
 TU3277  HORZ ORDER  -  THIRD
 TU3277
 TU3277.The horizontal coordinates were established by classical geodetic methods
 TU3277.and adjusted by the National Geodetic Survey in December 1998..
 TU3277.The horizontal coordinates are valid at the epoch date displayed above.
 TU3277.The epoch date for horizontal control is a decimal equivalence
 TU3277.of Year/Month/Day.
 TU3277
 TU3277.The orthometric height was scaled from a topographic map.
 TU3277
 TU3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3277
 TU3277.The geoid height was determined by GEOID03.
 TU3277
 TU3277;                    North         East     Units Scale Factor Converg.
 TU3277;SPC HI 2     -    76,995.735   507,272.233   MT  0.99996732   +0 01 30.4
 TU3277;UTM  04      - 2,327,215.126   749,778.343   MT  1.00037106   +0 51 46.2
 TU3277
 TU3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3277!SPC HI 2     -   0.99998301  x   0.99996732  =   0.99995033
 TU3277!UTM  04      -   0.99998301  x   1.00037106  =   1.00035406
 TU3277
 TU3277:                Primary Azimuth Mark                     Grid Az
 TU3277:SPC HI 2     -  R 1912                                   126 06 36.4
 TU3277:UTM  04      -  R 1912                                   125 16 20.6
 TU3277
 TU3277|---------------------------------------------------------------------|
 TU3277| PID    Reference Object                     Distance      Geod. Az  |
 TU3277|                                                           dddmmss.s |
 TU3277| TU3273 R 1912                              APPROX. 2.7 KM 1260806.8 |
 TU3277| TU3065 KEAHIKAUO                           APPROX. 6.6 KM 1891854.7 |
 TU3277| TU3066 KEKAALAAU                           APPROX. 8.2 KM 1920004.7 |
 TU3277|---------------------------------------------------------------------|
 TU3277
 TU3277                          SUPERSEDED SURVEY CONTROL
 TU3277
 TU3277  NAD 83(1986)-  21 01 43.61901(N)    156 35 48.11720(W) AD(       ) 3
 TU3277  OLD HI      -  21 01 54.97000(N)    156 35 58.26000(W) AD(       ) 3
 TU3277
 TU3277.Superseded values are not recommended for survey control.
 TU3277.NGS no longer adjusts projects to the OLD HI datum.
 TU3277.See file dsdata.txt to determine how the superseded data were derived.
 TU3277
 TU3277_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4977827215(NAD 83)
 TU3277
 TU3277  HISTORY     - Date     Condition        Report By
 TU3277  HISTORY     - 1882     MONUMENTED       HIGS
 TU3277  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3277
 TU3277                          STATION DESCRIPTION
 TU3277
 TU3277'DESCRIBED BY HAWAII GEODETIC SURVEY 1882
 TU3277'ON THE NORTHERN SHORE OF WEST MAUI, KAANAPALI DISTRICT, LAND OF
 TU3277'HONOKAHAU, ON A BLUFF NEAR THE NORTHERNMOST POINT OF THE
 TU3277'ISLAND.  MARK, NO RECORD.
 TU3277
 TU3277                          STATION RECOVERY (1950)
 TU3277
 TU3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3277'THE ORIGINAL STATION WAS NOT RECOVERED.  A NEW STATION, STAMPED
 TU3277'HONOKAHAU 2 1949, WAS ESTABLISHED ABOUT 70 FEET (COMPUTED) FROM
 TU3277'THE LOCATION OF THE ORIGINAL STATION.  TWO DAYS WAS SPENT IN
 TU3277'SEARCHING FOR THE ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2775 ***********************************************************************
 TU2775  DESIGNATION -  HONOKALANI 1878
 TU2775  PID         -  TU2775
 TU2775  STATE/COUNTY-  HI/MAUI
 TU2775  USGS QUAD   -  HANA (1983)
 TU2775
 TU2775                         *CURRENT SURVEY CONTROL
 TU2775  ___________________________________________________________________
 TU2775* NAD 83(1993)-  20 47 48.67401(N)    156 00 31.35972(W)     ADJUSTED  
 TU2775* LOCAL TIDAL -        17.     (meters)      56.     (feet)  SCALED    
 TU2775  ___________________________________________________________________
 TU2775  EPOCH DATE  -        1993.62
 TU2775  LAPLACE CORR-         -13.83  (seconds)                    DEFLEC99
 TU2775  GEOID HEIGHT-          13.97  (meters)                     GEOID03
 TU2775
 TU2775  HORZ ORDER  -  THIRD
 TU2775
 TU2775.The horizontal coordinates were established by classical geodetic methods
 TU2775.and adjusted by the National Geodetic Survey in December 1998..
 TU2775.The horizontal coordinates are valid at the epoch date displayed above.
 TU2775.The epoch date for horizontal control is a decimal equivalence
 TU2775.of Year/Month/Day.
 TU2775
 TU2775.The orthometric height was scaled from a topographic map.
 TU2775
 TU2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2775
 TU2775.The geoid height was determined by GEOID03.
 TU2775
 TU2775;                    North         East     Units Scale Factor Converg.
 TU2775;SPC HI 2     -    51,454.961   568,498.893   MT  1.00002463   +0 14 01.0
 TU2775;UTM  04      - 2,302,553.217   811,406.332   MT  1.00079862   +1 03 46.6
 TU2775;UTM  05      - 2,302,586.989   186,778.702   MT  1.00081264   -1 04 08.9
 TU2775
 TU2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2775!SPC HI 2     -   0.99999513  x   1.00002463  =   1.00001976
 TU2775!UTM  04      -   0.99999513  x   1.00079862  =   1.00079375
 TU2775!UTM  05      -   0.99999513  x   1.00081264  =   1.00080777
 TU2775
 TU2775:                Primary Azimuth Mark                     Grid Az
 TU2775:SPC HI 2     -  OLOPAWA 1878                             217 23 56.0
 TU2775:UTM  04      -  OLOPAWA 1878                             216 34 10.4
 TU2775:UTM  05      -  OLOPAWA 1878                             218 42 05.9
 TU2775
 TU2775|---------------------------------------------------------------------|
 TU2775| PID    Reference Object                     Distance      Geod. Az  |
 TU2775|                                                           dddmmss.s |
 TU2775| TU2777 OLOPAWA 1878                        APPROX. 4.0 KM 2173757.0 |
 TU2775| TU2785 PUU HINAI                           APPROX. 5.4 KM 2543758.9 |
 TU2775|---------------------------------------------------------------------|
 TU2775
 TU2775                          SUPERSEDED SURVEY CONTROL
 TU2775
 TU2775  NAD 83(1986)-  20 47 48.64173(N)    156 00 31.37601(W) AD(       ) 3
 TU2775  OLD HI      -  20 48 00.45500(N)    156 00 41.58600(W) AD(       ) 3
 TU2775
 TU2775.Superseded values are not recommended for survey control.
 TU2775.NGS no longer adjusts projects to the OLD HI datum.
 TU2775.See file dsdata.txt to determine how the superseded data were derived.
 TU2775
 TU2775_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ1140602553(NAD 83)
 TU2775
 TU2775  HISTORY     - Date     Condition        Report By
 TU2775  HISTORY     - 1878     MONUMENTED       HIGS
 TU2775  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2775
 TU2775                          STATION DESCRIPTION
 TU2775
 TU2775'DESCRIBED BY HAWAII GEODETIC SURVEY 1878
 TU2775'ON EASTERN COAST OF EAST MAUI, IN NORTHERN PART OF HANA DISTRICT,
 TU2775'NEAR THE SHORE AND NEAR KEAKULIKULI POINT.  MARKED BY BLOCK OF
 TU2775'CONCRETE SUNK IN GROUND AND COVERED WITH CAIRN.
 TU2775
 TU2775                          STATION RECOVERY (1950)
 TU2775
 TU2775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2775'THIS STATION WAS SEARCHED FOR AND WAS NOT RECOVERED.  SEVERAL PITS
 TU2775'WERE FOUND AT THE HIGHEST GROUND IN THIS VICINITY WHERE OTHER
 TU2775'PARTIES HAVE SEARCHED WITHOUT SUCCESS.  IT MUST BE PRESUMED THAT
 TU2775'THIS STATION HAS BEEN LOST.
 TU2775'
 TU2775'A NEW STATION, CONSISTING OF A STANDARD DISK, STAMPED HONOKALANI
 TU2775'2 1950, WAS ESTABLISHED IN THIS SAME GENERAL VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2774 ***********************************************************************
 TU2774  DESIGNATION -  HONOKALANI 2
 TU2774  PID         -  TU2774
 TU2774  STATE/COUNTY-  HI/MAUI
 TU2774  USGS QUAD   -  HANA (1983)
 TU2774
 TU2774                         *CURRENT SURVEY CONTROL
 TU2774  ___________________________________________________________________
 TU2774* NAD 83(1993)-  20 47 48.21645(N)    156 00 30.81269(W)     ADJUSTED  
 TU2774* LOCAL TIDAL -        16.8    (meters)      55.     (feet)  VERT ANG  
 TU2774  ___________________________________________________________________
 TU2774  EPOCH DATE  -        1993.62
 TU2774  X           -  -5,449,772.983 (meters)                     COMP
 TU2774  Y           -  -2,425,419.836 (meters)                     COMP
 TU2774  Z           -   2,250,381.186 (meters)                     COMP
 TU2774  LAPLACE CORR-         -13.84  (seconds)                    DEFLEC99
 TU2774  ELLIP HEIGHT-          31.43  (meters)          (11/30/94) GPS OBS
 TU2774  GEOID HEIGHT-          13.97  (meters)                     GEOID03
 TU2774
 TU2774  HORZ ORDER  -  FIRST
 TU2774  ELLP ORDER  -  FIFTH     CLASS I
 TU2774
 TU2774.This mark is at Hana Airport  (HNM)
 TU2774
 TU2774.The horizontal coordinates were established by GPS observations
 TU2774.and adjusted by the National Geodetic Survey in November 1994..
 TU2774.No horizontal observational check was made to the station.
 TU2774.The horizontal coordinates are valid at the epoch date displayed above.
 TU2774.The epoch date for horizontal control is a decimal equivalence
 TU2774.of Year/Month/Day.
 TU2774
 TU2774.The orthometric height was determined by vertical angle observations.
 TU2774
 TU2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU2774
 TU2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2774
 TU2774.The ellipsoidal height was determined by GPS observations
 TU2774.and is referenced to NAD 83.
 TU2774
 TU2774.The geoid height was determined by GEOID03.
 TU2774
 TU2774;                    North         East     Units Scale Factor Converg.
 TU2774;SPC HI 2     -    51,440.954   568,514.771   MT  1.00002466   +0 14 01.2
 TU2774;UTM  04      - 2,302,539.430   811,422.423   MT  1.00079874   +1 03 46.7
 TU2774;UTM  05      - 2,302,572.613   186,794.269   MT  1.00081251   -1 04 08.7
 TU2774
 TU2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2774!SPC HI 2     -   0.99999506  x   1.00002466  =   1.00001972
 TU2774!UTM  04      -   0.99999506  x   1.00079874  =   1.00079380
 TU2774!UTM  05      -   0.99999506  x   1.00081251  =   1.00080757
 TU2774
 TU2774|---------------------------------------------------------------------|
 TU2774| PID    Reference Object                     Distance      Geod. Az  |
 TU2774|                                                           dddmmss.s |
 TU2774| CN5225 HONOKALANI 2 RM 1                    10.872 METERS 05747     |
 TU2774| TU2784 KAPUKAULUA RESET                    APPROX. 0.9 KM 1225423.5 |
 TU2774| CN5224 HONOKALANI 2 AZ MK                                 2083645.0 |
 TU2774| CN5226 HONOKALANI 2 RM 2                    17.063 METERS 31438     |
 TU2774|---------------------------------------------------------------------|
 TU2774
 TU2774                          SUPERSEDED SURVEY CONTROL
 TU2774
 TU2774  NAD 83(1986)-  20 47 48.18394(N)    156 00 30.82866(W) AD(       ) 1
 TU2774  OLD HI      -  20 47 59.72500(N)    156 00 40.90100(W) AD(       ) 1
 TU2774
 TU2774.Superseded values are not recommended for survey control.
 TU2774.NGS no longer adjusts projects to the OLD HI datum.
 TU2774.See file dsdata.txt to determine how the superseded data were derived.
 TU2774
 TU2774_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ1142202539(NAD 83)
 TU2774_MARKER: DD = SURVEY DISK
 TU2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2774_SP_SET: CONCRETE POST
 TU2774_STAMPING: HONOKALANI 2
 TU2774_MARK LOGO: NOS   
 TU2774_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2774+STABILITY: SURFACE MOTION
 TU2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2774+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU2774
 TU2774  HISTORY     - Date     Condition        Report By
 TU2774  HISTORY     - 1950     MONUMENTED       CGS
 TU2774  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2774  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2774  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2774  HISTORY     - 19930807 GOOD             NOS
 TU2774
 TU2774                          STATION DESCRIPTION
 TU2774
 TU2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2774'THE STATION IS LOCATED ON HONOKALANI POINT WHICH LIES ABOUT 2
 TU2774'MILES NORTH NORTHWEST OF HANA, AND ABOUT 100 YARDS EAST OF THE
 TU2774'SOUTHEAST END OF THE HANA AIRPORT.  THE GROUND IN THE VICINITY
 TU2774'OF THE STATION IS COMPOSED OF AA LAVA.
 TU2774'
 TU2774'THE STATION IS A STANDARD DISK, STAMPED HONOKALANI 2 1950, SET
 TU2774'IN THE TOP OF A SQUARE POST OF CONCRETE WHICH PROJECTS ABOUT
 TU2774'10 INCHES.
 TU2774'
 TU2774'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HONOKALANI
 TU2774'2 NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER.
 TU2774'
 TU2774'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KONOKALANI
 TU2774'2 NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER.
 TU2774'
 TU2774'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HONOKALANI 2
 TU2774'1950, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2774'SURFACE OF THE GROUND.  IT LIES ON A SIDE HILL ABOUT MIDWAY
 TU2774'BETWEEN THE AIRPORT RUNWAY AND A WIRE FENCE.
 TU2774'
 TU2774'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED HONOKALANI 2
 TU2774'1950, SET IN A IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 TU2774'SURFACE.
 TU2774
 TU2774                          STATION RECOVERY (1961)
 TU2774
 TU2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2774'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2774'CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT SEARCHED
 TU2774'FOR.  THE SOUTHEAST END OF RUNWAY 26 MAY BE REACHED BY TRUCK
 TU2774'AFTER CHECKING WITH THE FIELD CARETAKER.
 TU2774
 TU2774                          STATION RECOVERY (1968)
 TU2774
 TU2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2774'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2774'COMPLETE DESCRIPTION FOLLOWS--
 TU2774'
 TU2774'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HANA, ALONG THE
 TU2774'COAST, JUST NORTH OF THE EAST END OF THE HANA AIRPORT RUNWAY, IN
 TU2774'ROUGH LAVA AREA.
 TU2774'
 TU2774'TO REACH STATION FROM THE POST OFFICE IN HANA, GO NORTHWEST
 TU2774'ON STATE HIGHWAY 36 FOR 3.5 MILES.  TURN RIGHT AND GO NORTH
 TU2774'1.0 MILE TO THE AIRPORT TERMINAL.  PASS THROUGH GATE AND GO
 TU2774'EAST ALONG RUNWAY FOR 0.4 MILE TO EAST END AND END OF TRUCK
 TU2774'TRAVEL.  WALK NORTHERLY 400 FEET TO STATION.
 TU2774'
 TU2774'STATION MARK IS A STANDARD DISK STAMPED HONOKALANI 2 1950, SET
 TU2774'IN THE TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 10
 TU2774'INCHES FROM THE LAVA ROCK.  IT IS 400 FEET NORTH-NORTHEAST OF
 TU2774'THE NORTHEAST CORNER OF THE RUNWAY, ON A SMALL KNOLL, AND HAS A
 TU2774'LARGE CAIRN WITH SIGNAL IN CENTER BUILT OVER IT.
 TU2774'
 TU2774'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU2774'HONOKALANI 2 NO 1 1950, CEMENTED IN A DRILL HOLE IN A
 TU2774'5-FOOT, ROUNDED LAVA KNOB THAT PROJECTS 3 FEET FROM GROUND AND
 TU2774'IS 5-1/2 FEET LOWER THAN STATION MARK.
 TU2774'
 TU2774'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2774'HONOKALANI 2 NO 2 1950, CEMENTED IN A DRILL HOLE IN A
 TU2774'4-FOOT LAVA KNOB THAT PROJECTS 3 FEET FROM GROUND AND IS
 TU2774'1-1/2 FEET HIGHER THAN STATION MARK.
 TU2774'
 TU2774'AZIMUTH MARK IS A STANDARD DISK STAMPED HONOKALANI 2
 TU2774'1950, CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 2
 TU2774'INCHES, ON THE BARE ROCK SLOPE AT SOUTH SIDE OF RUNWAY END.  IT
 TU2774'IS 125 FEET SOUTH-SOUTHWEST OF EDGE OF THE ROUNDED, MACADAM
 TU2774'RUN-UP AREA AT END OF RUNWAY, 52 FEET NORTH OF AN OLD FENCE
 TU2774'LINE AND EDGE OF LAUHALA TREES, AND ABOUT 20 FEET HIGHER THAN
 TU2774'RUNWAY.
 TU2774
 TU2774                          STATION RECOVERY (1978)
 TU2774
 TU2774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 TU2774'THE STATION, RM 1, RM 2 AND THE AZIMUTH MARK WERE RECOVERED
 TU2774'IN GOOD CONDITION AS DESCRIBED BY R. C. MUNSON IN 1968.
 TU2774'
 TU2774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2774'AT HANA AIRPORT.
 TU2774
 TU2774                          STATION RECOVERY (1993)
 TU2774
 TU2774'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU2774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2665 ***********************************************************************
 TU2665  DESIGNATION -  HONOKOA STACK
 TU2665  PID         -  TU2665
 TU2665  STATE/COUNTY-  HI/HAWAII
 TU2665  USGS QUAD   -  HONOKAA (1995)
 TU2665
 TU2665                         *CURRENT SURVEY CONTROL
 TU2665  ___________________________________________________________________
 TU2665* NAD 83(1993)-  20 05 36.63116(N)    155 28 03.91612(W)     ADJUSTED  
 TU2665* LOCAL TIDAL -                                                        
 TU2665  ___________________________________________________________________
 TU2665  EPOCH DATE  -        1993.62
 TU2665  LAPLACE CORR-         -10.51  (seconds)                    DEFLEC99
 TU2665  GEOID HEIGHT-          19.85  (meters)                     GEOID03
 TU2665
 TU2665  HORZ ORDER  -  THIRD
 TU2665
 TU2665.The horizontal coordinates were established by classical geodetic methods
 TU2665.and adjusted by the National Geodetic Survey in December 1998..
 TU2665.The horizontal coordinates are valid at the epoch date displayed above.
 TU2665.The epoch date for horizontal control is a decimal equivalence
 TU2665.of Year/Month/Day.
 TU2665
 TU2665
 TU2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2665
 TU2665.The geoid height was determined by GEOID03.
 TU2665
 TU2665;                    North         East     Units Scale Factor Converg.
 TU2665;SPC HI 1     -   139,494.188   503,372.291   MT  0.99996681   +0 00 39.9
 TU2665;UTM  05      - 2,223,739.029   241,951.387   MT  1.00042309   -0 50 53.8
 TU2665
 TU2665                          SUPERSEDED SURVEY CONTROL
 TU2665
 TU2665  NAD 83(1986)-  20 05 36.62156(N)    155 28 03.91039(W) AD(       ) 4
 TU2665  OLD HI      -  20 05 47.65300(N)    155 28 13.89900(W) AD(       ) 3
 TU2665
 TU2665.Superseded values are not recommended for survey control.
 TU2665.NGS no longer adjusts projects to the OLD HI datum.
 TU2665.See file dsdata.txt to determine how the superseded data were derived.
 TU2665
 TU2665_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4195123739(NAD 83)
 TU2665
 TU2665  HISTORY     - Date     Condition        Report By
 TU2665  HISTORY     - UNK      MONUMENTED
 TU2665  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2665  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2665
 TU2665                          STATION DESCRIPTION
 TU2665
 TU2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2665'IN THE NORTHERN PART OF HAWAII ISLAND, ABOUT 1/2 MILE INLAND,
 TU2665'AND ABOUT 1-3/4 MILES NORTH BY EAST OF HONOKAA VILLAGE.  STATION
 TU2665'IS THE MILL STACK OF THE HONOKAA SUGAR CO., AND IS OF IRON,
 TU2665'PAINTED BLACK.
 TU2665
 TU2665                          STATION RECOVERY (1948)
 TU2665
 TU2665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2665'THE HONOKAA MILL WAS REBUILT ABOUT 1929 AT WHICH TIME A NEW STACK
 TU2665'WAS BUILT IN ABOUT THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3064 ***********************************************************************
 TU3064  DESIGNATION -  HONOLUA
 TU3064  PID         -  TU3064
 TU3064  STATE/COUNTY-  HI/MAUI
 TU3064  USGS QUAD   -  NAPILI (1997)
 TU3064
 TU3064                         *CURRENT SURVEY CONTROL
 TU3064  ___________________________________________________________________
 TU3064* NAD 83(1993)-  20 57 31.23350(N)    156 36 16.70540(W)     ADJUSTED  
 TU3064* LOCAL TIDAL -       800.7    (meters)    2627.     (feet)  VERT ANG  
 TU3064  ___________________________________________________________________
 TU3064  EPOCH DATE  -        1993.62
 TU3064  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 TU3064  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU3064
 TU3064  HORZ ORDER  -  FIRST
 TU3064
 TU3064.The horizontal coordinates were established by classical geodetic methods
 TU3064.and adjusted by the National Geodetic Survey in December 1998..
 TU3064.The horizontal coordinates are valid at the epoch date displayed above.
 TU3064.The epoch date for horizontal control is a decimal equivalence
 TU3064.of Year/Month/Day.
 TU3064
 TU3064.The orthometric height was determined by vertical angle observations.
 TU3064
 TU3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3064
 TU3064.The geoid height was determined by GEOID03.
 TU3064
 TU3064;                    North         East     Units Scale Factor Converg.
 TU3064;SPC HI 2     -    69,232.168   506,450.456   MT  0.99996718   +0 01 19.9
 TU3064;UTM  04      - 2,319,437.267   749,069.697   MT  1.00036670   +0 51 26.1
 TU3064
 TU3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3064!SPC HI 2     -   0.99987164  x   0.99996718  =   0.99983882
 TU3064!UTM  04      -   0.99987164  x   1.00036670  =   1.00023829
 TU3064
 TU3064|---------------------------------------------------------------------|
 TU3064| PID    Reference Object                     Distance      Geod. Az  |
 TU3064|                                                           dddmmss.s |
 TU3064| CN5227 HONOLUA RM 1                          5.020 METERS 08632     |
 TU3064| TU3063 WAIHEE                              APPROX. 5.7 KM 1030540.2 |
 TU3064| CN5228 HONOLUA RM 2                          4.675 METERS 17025     |
 TU3064|---------------------------------------------------------------------|
 TU3064
 TU3064                          SUPERSEDED SURVEY CONTROL
 TU3064
 TU3064  NAD 83(1986)-  20 57 31.18876(N)    156 36 16.68399(W) AD(       ) 1
 TU3064  OLD HI      -  20 57 42.75600(N)    156 36 26.85800(W) AD(       ) 1
 TU3064
 TU3064.Superseded values are not recommended for survey control.
 TU3064.NGS no longer adjusts projects to the OLD HI datum.
 TU3064.See file dsdata.txt to determine how the superseded data were derived.
 TU3064
 TU3064_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4907019437(NAD 83)
 TU3064_MARKER: Z = SEE DESCRIPTION
 TU3064_SETTING: 0 = UNSPECIFIED SETTING
 TU3064
 TU3064  HISTORY     - Date     Condition        Report By
 TU3064  HISTORY     - 1950     MONUMENTED       CGS
 TU3064
 TU3064                          STATION DESCRIPTION
 TU3064
 TU3064'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3064'LOCATED IN WEST MAUI, LAHAINA DISTRICT, ON THE LAND OF HONOLUA,
 TU3064'ABOUT 4.5 MILES IN FROM THE COAST AND 0.5 MILES EAST OF HONOLUA
 TU3064'STREAM, ON THE WEST END OF A HIGH WOODED PEAK AND SLIGHTLY
 TU3064'LOWER THAN THE HIGHEST POINT.
 TU3064'
 TU3064'STATION IS A STANDARD DISK SET IN CEMENT IN THE TOP OF A 2-1/2
 TU3064'INCH GALVANIZED PIPE PROJECTING ONE FOOT ABOVE THE GROUND.  STAMPED
 TU3064'HONOLUA 1949.
 TU3064'
 TU3064'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  A STANDARD DISK
 TU3064'CEMENTED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE PROJECTING
 TU3064'14 INCHES.  STAMPED HONOLUA NO 1 1949.
 TU3064'
 TU3064'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.  A STANDARD DISK
 TU3064'CEMENTED TO THE TOP OF A 2-1/2 INCH GALVANIZED PIPE PROJECTING
 TU3064'ONE FOOT.  STAMPED HONOLUA NO 2 1949.
 TU3064'
 TU3064'TO REACH FROM THE COURT HOUSE IN LAHAINA--GO NORTHEAST ON
 TU3064'PAVED COAST HIGHWAY 13.8 MILES TO MILE POST 35, TURN RIGHT
 TU3064'AND FOLLOW PLANTATION ROAD ALONG LEFT EDGE OF PINEAPPLE FIELD
 TU3064'FOR 0.7 MILES, TURN LEFT THROUGH A GATE AND FOLLOW OLD ROAD FOR
 TU3064'0.9 MILES TO COVERED SALT TROUGH, CONTINUE SOUTH ACROSS COUNTRY
 TU3064'ALONG EDGE OF CANYON FOR 1.2 MILES TO A FENCE CORNER IN A
 TU3064'EUCALYPTUS GROVE AND E.T.T.  FROM HERE FOLLOW DIM TRAIL SOUTH
 TU3064'ALONG RIDGE, PASSING TO RIGHT OF FIRST ROUND HILL ABOUT HALF
 TU3064'WAY TO STATION.
 TU3064'
 TU3064'HEIGHT OF LIGHT ABOVE STATION MARK 0.880 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1254 ***********************************************************************
 TU1254  DESIGNATION -  HONOLULU 1350 ALA MOAN APT ANT
 TU1254  PID         -  TU1254
 TU1254  STATE/COUNTY-  HI/HONOLULU
 TU1254  USGS QUAD   -  HONOLULU (1983)
 TU1254
 TU1254                         *CURRENT SURVEY CONTROL
 TU1254  ___________________________________________________________________
 TU1254* NAD 83(1993)-  21 17 30.71699(N)    157 50 53.09514(W)     ADJUSTED  
 TU1254* LOCAL TIDAL -                                                        
 TU1254  ___________________________________________________________________
 TU1254  EPOCH DATE  -        1993.62
 TU1254  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 TU1254  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1254
 TU1254  HORZ ORDER  -  THIRD
 TU1254
 TU1254.The horizontal coordinates were established by classical geodetic methods
 TU1254.and adjusted by the National Geodetic Survey in December 1998..
 TU1254.The horizontal coordinates are valid at the epoch date displayed above.
 TU1254.The epoch date for horizontal control is a decimal equivalence
 TU1254.of Year/Month/Day.
 TU1254
 TU1254
 TU1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1254
 TU1254.The geoid height was determined by GEOID03.
 TU1254
 TU1254;                    North         East     Units Scale Factor Converg.
 TU1254;SPC HI 3     -    13,869.504   515,763.924   MT  0.99999307   +0 03 18.6
 TU1254;UTM  04      - 2,354,885.986   619,489.163   MT  0.99977643   +0 25 06.0
 TU1254
 TU1254                          SUPERSEDED SURVEY CONTROL
 TU1254
 TU1254  NAD 83(1986)-  21 17 30.66614(N)    157 50 53.10451(W) AD(       ) 4
 TU1254  OLD HI      -  21 17 41.96829(N)    157 51 02.97658(W) AD(       ) 3
 TU1254
 TU1254.Superseded values are not recommended for survey control.
 TU1254.NGS no longer adjusts projects to the OLD HI datum.
 TU1254.See file dsdata.txt to determine how the superseded data were derived.
 TU1254
 TU1254_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1948954886(NAD 83)
 TU1254
 TU1254  HISTORY     - Date     Condition        Report By
 TU1254  HISTORY     - 1969     MONUMENTED       CGS
 TU1254  HISTORY     - 19990323 MARK NOT FOUND   USPSQD
 TU1254
 TU1254                          STATION DESCRIPTION
 TU1254
 TU1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1254'THE STATION IS THE BASE OF THE TV ANTENNA.  THE BUILDING IS
 TU1254'LOCATED AT 1350 ALA MOANA STREET IN HONOLULU, AND IT IS 33 FLOORS
 TU1254'HIGH.
 TU1254
 TU1254                          STATION RECOVERY (1999)
 TU1254
 TU1254'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1250 ***********************************************************************
 TU1250  DESIGNATION -  HONOLULU 999 WILDER BLDG SHAFT
 TU1250  PID         -  TU1250
 TU1250  STATE/COUNTY-  HI/HONOLULU
 TU1250  USGS QUAD   -  HONOLULU (1983)
 TU1250
 TU1250                         *CURRENT SURVEY CONTROL
 TU1250  ___________________________________________________________________
 TU1250* NAD 83(1993)-  21 18 31.83040(N)    157 50 36.19770(W)     ADJUSTED  
 TU1250* LOCAL TIDAL -                                                        
 TU1250  ___________________________________________________________________
 TU1250  EPOCH DATE  -        1993.62
 TU1250  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 TU1250  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU1250
 TU1250  HORZ ORDER  -  THIRD
 TU1250
 TU1250.The horizontal coordinates were established by classical geodetic methods
 TU1250.and adjusted by the National Geodetic Survey in December 1998..
 TU1250.The horizontal coordinates are valid at the epoch date displayed above.
 TU1250.The epoch date for horizontal control is a decimal equivalence
 TU1250.of Year/Month/Day.
 TU1250
 TU1250
 TU1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1250
 TU1250.The geoid height was determined by GEOID03.
 TU1250
 TU1250;                    North         East     Units Scale Factor Converg.
 TU1250;SPC HI 3     -    15,749.560   516,249.108   MT  0.99999326   +0 03 24.9
 TU1250;UTM  04      - 2,356,768.674   619,962.314   MT  0.99977783   +0 25 13.3
 TU1250
 TU1250                          SUPERSEDED SURVEY CONTROL
 TU1250
 TU1250  NAD 83(1986)-  21 18 31.77979(N)    157 50 36.20695(W) AD(       ) 4
 TU1250  OLD HI      -  21 18 43.17231(N)    157 50 46.07760(W) AD(       ) 3
 TU1250
 TU1250.Superseded values are not recommended for survey control.
 TU1250.NGS no longer adjusts projects to the OLD HI datum.
 TU1250.See file dsdata.txt to determine how the superseded data were derived.
 TU1250
 TU1250_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1996256769(NAD 83)
 TU1250
 TU1250  HISTORY     - Date     Condition        Report By
 TU1250  HISTORY     - 1969     MONUMENTED       CGS
 TU1250
 TU1250                          STATION DESCRIPTION
 TU1250
 TU1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1250'THE BUILDING IS LOCATED AT 999 WILDER STREET IN HONOLULU.  IT IS
 TU1250'A TAN BUILDING 17 FLOORS HIGH AND STATION IS A ROD ON TOP OF
 TU1250'THE ELEVATOR SHAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1253 ***********************************************************************
 TU1253  DESIGNATION -  HONOLULU ACADEMY TWR APT SHAFT
 TU1253  PID         -  TU1253
 TU1253  STATE/COUNTY-  HI/HONOLULU
 TU1253  USGS QUAD   -  HONOLULU (1983)
 TU1253
 TU1253                         *CURRENT SURVEY CONTROL
 TU1253  ___________________________________________________________________
 TU1253* NAD 83(1993)-  21 18 23.23191(N)    157 50 52.31991(W)     ADJUSTED  
 TU1253* LOCAL TIDAL -                                                        
 TU1253  ___________________________________________________________________
 TU1253  EPOCH DATE  -        1993.62
 TU1253  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 TU1253  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1253
 TU1253  HORZ ORDER  -  THIRD
 TU1253
 TU1253.The horizontal coordinates were established by classical geodetic methods
 TU1253.and adjusted by the National Geodetic Survey in December 1998..
 TU1253.The horizontal coordinates are valid at the epoch date displayed above.
 TU1253.The epoch date for horizontal control is a decimal equivalence
 TU1253.of Year/Month/Day.
 TU1253
 TU1253
 TU1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1253
 TU1253.The geoid height was determined by GEOID03.
 TU1253
 TU1253;                    North         East     Units Scale Factor Converg.
 TU1253;SPC HI 3     -    15,484.653   515,784.711   MT  0.99999308   +0 03 19.0
 TU1253;UTM  04      - 2,356,500.885   619,499.707   MT  0.99977646   +0 25 07.3
 TU1253
 TU1253                          SUPERSEDED SURVEY CONTROL
 TU1253
 TU1253  NAD 83(1986)-  21 18 23.18092(N)    157 50 52.32910(W) AD(       ) 4
 TU1253  OLD HI      -  21 18 34.57314(N)    157 51 02.20142(W) AD(       ) 3
 TU1253
 TU1253.Superseded values are not recommended for survey control.
 TU1253.NGS no longer adjusts projects to the OLD HI datum.
 TU1253.See file dsdata.txt to determine how the superseded data were derived.
 TU1253
 TU1253_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1950056501(NAD 83)
 TU1253
 TU1253  HISTORY     - Date     Condition        Report By
 TU1253  HISTORY     - 1969     MONUMENTED       CGS
 TU1253  HISTORY     - 19990526 GOOD             USPSQD
 TU1253
 TU1253                          STATION DESCRIPTION
 TU1253
 TU1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1253'LOCATED AT THE CORNER OF WARD AVENUE AND GREEN STREET IN
 TU1253'HONOLULU, ABOUT ONE-HALF MILE SOUTHEAST OF PUNCHBOWL, A 26-FLOOR
 TU1253'HIGH OLIVE-AND-WHITE BUILDING.  THE POINT INTERSECTED IS THE
 TU1253'ROD ATOP THE ELEVATOR SHAFT.
 TU1253
 TU1253                          STATION RECOVERY (1999)
 TU1253
 TU1253'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1401 ***********************************************************************
 TU1401  DESIGNATION -  HONOLULU AHUA PT RADAR TOWER
 TU1401  PID         -  TU1401
 TU1401  STATE/COUNTY-  HI/HONOLULU
 TU1401  USGS QUAD   -  PEARL HARBOR (1983)
 TU1401
 TU1401                         *CURRENT SURVEY CONTROL
 TU1401  ___________________________________________________________________
 TU1401* NAD 83(1993)-  21 18 43.61797(N)    157 55 29.99277(W)     ADJUSTED  
 TU1401* LOCAL TIDAL -                                                        
 TU1401  ___________________________________________________________________
 TU1401  EPOCH DATE  -        1993.62
 TU1401  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 TU1401  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU1401
 TU1401  HORZ ORDER  -  THIRD
 TU1401
 TU1401.The horizontal coordinates were established by classical geodetic methods
 TU1401.and adjusted by the National Geodetic Survey in December 1998..
 TU1401.The horizontal coordinates are valid at the epoch date displayed above.
 TU1401.The epoch date for horizontal control is a decimal equivalence
 TU1401.of Year/Month/Day.
 TU1401
 TU1401
 TU1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1401
 TU1401.The geoid height was determined by GEOID03.
 TU1401
 TU1401;                    North         East     Units Scale Factor Converg.
 TU1401;SPC HI 3     -    16,105.874   507,781.586   MT  0.99999075   +0 01 38.1
 TU1401;UTM  04      - 2,357,071.197   611,494.619   MT  0.99975361   +0 23 26.7
 TU1401
 TU1401                          SUPERSEDED SURVEY CONTROL
 TU1401
 TU1401  NAD 83(1986)-  21 18 43.56687(N)    157 55 30.00229(W) AD(       ) 4
 TU1401  OLD HI      -  21 18 54.94400(N)    157 55 39.87000(W) AD(       ) 3
 TU1401
 TU1401.Superseded values are not recommended for survey control.
 TU1401.NGS no longer adjusts projects to the OLD HI datum.
 TU1401.See file dsdata.txt to determine how the superseded data were derived.
 TU1401
 TU1401_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1149557071(NAD 83)
 TU1401
 TU1401  HISTORY     - Date     Condition        Report By
 TU1401  HISTORY     - UNK      MONUMENTED
 TU1401  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1401
 TU1401                          STATION DESCRIPTION
 TU1401
 TU1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1401'STATION IS GONE.  THE 3 CONCRETE LEG FOUNDATIONS WERE FOUND STILL
 TU1401'IN PLACE, BUT TOWER HAS BEEN REMOVED.  A SMALL WHITE BUILDING,
 TU1401'ABANDONED, SETS AT NORTH SIDE OF FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1248 ***********************************************************************
 TU1248  DESIGNATION -  HONOLULU ALA MOANA BLDG OBS LT
 TU1248  PID         -  TU1248
 TU1248  STATE/COUNTY-  HI/HONOLULU
 TU1248  USGS QUAD   -  HONOLULU (1983)
 TU1248
 TU1248                         *CURRENT SURVEY CONTROL
 TU1248  ___________________________________________________________________
 TU1248* NAD 83(1993)-  21 17 34.15526(N)    157 50 34.66763(W)     ADJUSTED  
 TU1248* LOCAL TIDAL -                                                        
 TU1248  ___________________________________________________________________
 TU1248  EPOCH DATE  -        1993.62
 TU1248  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 TU1248  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1248
 TU1248  HORZ ORDER  -  THIRD
 TU1248
 TU1248.The horizontal coordinates were established by classical geodetic methods
 TU1248.and adjusted by the National Geodetic Survey in December 1998..
 TU1248.The horizontal coordinates are valid at the epoch date displayed above.
 TU1248.The epoch date for horizontal control is a decimal equivalence
 TU1248.of Year/Month/Day.
 TU1248
 TU1248
 TU1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1248
 TU1248.The geoid height was determined by GEOID03.
 TU1248
 TU1248;                    North         East     Units Scale Factor Converg.
 TU1248;SPC HI 3     -    13,975.770   516,294.972   MT  0.99999328   +0 03 25.3
 TU1248;UTM  04      - 2,354,995.593   620,019.412   MT  0.99977800   +0 25 12.8
 TU1248
 TU1248                          SUPERSEDED SURVEY CONTROL
 TU1248
 TU1248  NAD 83(1986)-  21 17 34.10461(N)    157 50 34.67696(W) AD(       ) 4
 TU1248  OLD HI      -  21 17 45.49469(N)    157 50 44.55004(W) AD(       ) 3
 TU1248
 TU1248.Superseded values are not recommended for survey control.
 TU1248.NGS no longer adjusts projects to the OLD HI datum.
 TU1248.See file dsdata.txt to determine how the superseded data were derived.
 TU1248
 TU1248_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2001954996(NAD 83)
 TU1248_MARKER: 14 = NAVIGATION LIGHT
 TU1248
 TU1248  HISTORY     - Date     Condition        Report By
 TU1248  HISTORY     - 1963     FIRST OBSERVED   CGS
 TU1248  HISTORY     - 1969     GOOD             CGS
 TU1248  HISTORY     - 1984     GOOD             USPSQD
 TU1248  HISTORY     - 19990325 GOOD             USPSQD
 TU1248  HISTORY     - 20060305 GOOD             GEOCAC
 TU1248
 TU1248                          STATION DESCRIPTION
 TU1248
 TU1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1248'THE RED OBSTRUCTION LIGHT MOUNTED ON TOP OF A PIPE AT THE EXACT
 TU1248'CENTER OF THE TOP OF THE LA RONDE RESTAURANT, A CIRCULAR,
 TU1248'REVOLVING STRUCTURE BUILT ON THE TOP OF THE ALA MOANA OFFICE
 TU1248'BUILDING, WHICH IS LOCATED IN HONOLULU ON THE SOUTH SIDE OF
 TU1248'KAPIOLANI BLVD., JUST OPPOSITE THE T-INTERSECTION OF KEAAUMOKU
 TU1248'ST.  THE LIGHT IS 315 FEET ABOVE SEA LEVEL.
 TU1248
 TU1248                          STATION RECOVERY (1969)
 TU1248
 TU1248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1248'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU1248'WILBUR R. PORTER IN 1963.
 TU1248
 TU1248                          STATION RECOVERY (1984)
 TU1248
 TU1248'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1248'GOOD.  RED LIGHT TOP OF LA RONDE RESTAURANT.  1441 KAPIOLANI
 TU1248'BLVD (ALA MOANA OFFICE BLDG).
 TU1248
 TU1248                          STATION RECOVERY (1999)
 TU1248
 TU1248'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1248'RECOVERED IN GOOD CONDITION.
 TU1248
 TU1248                          STATION RECOVERY (2006)
 TU1248
 TU1248'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 TU1248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1310 ***********************************************************************
 TU1310  DESIGNATION -  HONOLULU ALOHA TOWER
 TU1310  PID         -  TU1310
 TU1310  STATE/COUNTY-  HI/HONOLULU
 TU1310  USGS QUAD   -  HONOLULU (1983)
 TU1310
 TU1310                         *CURRENT SURVEY CONTROL
 TU1310  ___________________________________________________________________
 TU1310* NAD 83(1993)-  21 18 25.41812(N)    157 51 57.53877(W)     ADJUSTED  
 TU1310* LOCAL TIDAL -        64.     (meters)     210.     (feet)  SCALED    
 TU1310  ___________________________________________________________________
 TU1310  EPOCH DATE  -        1993.62
 TU1310  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 TU1310  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1310
 TU1310  HORZ ORDER  -  THIRD
 TU1310
 TU1310.The horizontal coordinates were established by classical geodetic methods
 TU1310.and adjusted by the National Geodetic Survey in December 1998..
 TU1310.The horizontal coordinates are valid at the epoch date displayed above.
 TU1310.The epoch date for horizontal control is a decimal equivalence
 TU1310.of Year/Month/Day.
 TU1310
 TU1310.The orthometric height was scaled from a topographic map.
 TU1310
 TU1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1310
 TU1310.The geoid height was determined by GEOID03.
 TU1310
 TU1310;                    North         East     Units Scale Factor Converg.
 TU1310;SPC HI 3     -    15,550.186   513,904.976   MT  0.99999239   +0 02 55.3
 TU1310;UTM  04      - 2,356,554.482   617,620.005   MT  0.99977095   +0 24 43.6
 TU1310
 TU1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1310!SPC HI 3     -   0.99998748  x   0.99999239  =   0.99997987
 TU1310!UTM  04      -   0.99998748  x   0.99977095  =   0.99975844
 TU1310
 TU1310|---------------------------------------------------------------------|
 TU1310| PID    Reference Object                     Distance      Geod. Az  |
 TU1310|                                                           dddmmss.s |
 TU1310| TU1305 HONOLULU HAWAII ELEC NW STACK       216.301 METERS 10658     |
 TU1310| TU1304 HONOLULU HAWAII ELEC NE STK         236.631 METERS 11651     |
 TU1310| TU1306 HONOLULU HAWAIIAN ELECTRIC CO SW ST 230.943 METERS 11910     |
 TU1310| TU1298 HONOLULU HAWAII ELEC SE STACK       320.311 METERS 12007     |
 TU1310|---------------------------------------------------------------------|
 TU1310
 TU1310                          SUPERSEDED SURVEY CONTROL
 TU1310
 TU1310  NAD 83(1986)-  21 18 25.36771(N)    157 51 57.54797(W) AD(       ) 3
 TU1310  OLD HI      -  21 18 36.75639(N)    157 52 07.42511(W) AD(       ) 3
 TU1310
 TU1310.Superseded values are not recommended for survey control.
 TU1310.NGS no longer adjusts projects to the OLD HI datum.
 TU1310.See file dsdata.txt to determine how the superseded data were derived.
 TU1310
 TU1310_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1762056554(NAD 83)
 TU1310
 TU1310  HISTORY     - Date     Condition        Report By
 TU1310  HISTORY     - UNK      MONUMENTED
 TU1310  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1310  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1310  HISTORY     - 1984     GOOD             USPSQD
 TU1310  HISTORY     - 19951008 GOOD             USPSQD
 TU1310  HISTORY     - 19990928 GOOD             USPSQD
 TU1310
 TU1310                          STATION DESCRIPTION
 TU1310
 TU1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (JHP)
 TU1310'IN HONOLULU, AT PIER 10, THE GREAT SQUARE TOWER RISING 190 FEET
 TU1310'ABOVE SEA LEVEL, AND SURMOUNTED BY A 40-FOOT STAFF.  TOWER HAS
 TU1310'LIGHT, TIME BALL, AND FOUR CLOCK FACES.
 TU1310
 TU1310                          STATION RECOVERY (1969)
 TU1310
 TU1310'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1310'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1310
 TU1310                          STATION RECOVERY (1984)
 TU1310
 TU1310'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1310'GOOD.  RECOVERED AS DESCRIBED.
 TU1310
 TU1310                          STATION RECOVERY (1995)
 TU1310
 TU1310'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1310'RECOVERED IN GOOD CONDITION.
 TU1310
 TU1310                          STATION RECOVERY (1999)
 TU1310
 TU1310'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1320 ***********************************************************************
 TU1320  DESIGNATION -  HONOLULU AMERICAN CANNERY TANK
 TU1320  PID         -  TU1320
 TU1320  STATE/COUNTY-  HI/HONOLULU
 TU1320  USGS QUAD   -  HONOLULU (1983)
 TU1320
 TU1320                         *CURRENT SURVEY CONTROL
 TU1320  ___________________________________________________________________
 TU1320* NAD 83(1993)-  21 19 01.22675(N)    157 52 10.97337(W)     ADJUSTED  
 TU1320* LOCAL TIDAL -                                                        
 TU1320  ___________________________________________________________________
 TU1320  EPOCH DATE  -        1993.62
 TU1320  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 TU1320  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU1320
 TU1320  HORZ ORDER  -  THIRD
 TU1320
 TU1320.The horizontal coordinates were established by classical geodetic methods
 TU1320.and adjusted by the National Geodetic Survey in December 1998..
 TU1320.The horizontal coordinates are valid at the epoch date displayed above.
 TU1320.The epoch date for horizontal control is a decimal equivalence
 TU1320.of Year/Month/Day.
 TU1320
 TU1320
 TU1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1320
 TU1320.The geoid height was determined by GEOID03.
 TU1320
 TU1320;                    North         East     Units Scale Factor Converg.
 TU1320;SPC HI 3     -    16,651.178   513,516.868   MT  0.99999226   +0 02 50.5
 TU1320;UTM  04      - 2,357,652.745   617,225.008   MT  0.99976981   +0 24 39.4
 TU1320
 TU1320                          SUPERSEDED SURVEY CONTROL
 TU1320
 TU1320  NAD 83(1986)-  21 19 01.17630(N)    157 52 10.98278(W) AD(       ) 4
 TU1320  OLD HI      -  21 19 12.56815(N)    157 52 20.86065(W) AD(       ) 3
 TU1320
 TU1320.Superseded values are not recommended for survey control.
 TU1320.NGS no longer adjusts projects to the OLD HI datum.
 TU1320.See file dsdata.txt to determine how the superseded data were derived.
 TU1320
 TU1320_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1722557653(NAD 83)
 TU1320
 TU1320  HISTORY     - Date     Condition        Report By
 TU1320  HISTORY     - UNK      MONUMENTED
 TU1320  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1320  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1320  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1320  HISTORY     - 19990927 MARK NOT FOUND   USPSQD
 TU1320
 TU1320                          STATION DESCRIPTION
 TU1320
 TU1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1320'STATION WAS RECOVERED.  IT IS THE SILVER, ELEVATED, WATER
 TU1320'TANK, LOCATED AT THE AMERICAN CAN CO. PLANT IN THE IWILEI
 TU1320'DISTRICT OF HONOLULU.  IT IS ABOUT 130 FEET HIGH AND SETS ABOUT
 TU1320'600 FEET EAST FROM THE PROMINENT, ELEVATED, PINEAPPLE
 TU1320'TANK.  THESE TWO ARE THE ONLY ELEVATED TANKS IN HONOLULU.
 TU1320
 TU1320                          STATION RECOVERY (1969)
 TU1320
 TU1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1320'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1320'BY D.M. WHIPP IN 1965.
 TU1320
 TU1320                          STATION RECOVERY (1995)
 TU1320
 TU1320'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1320'MARK NOT FOUND.
 TU1320
 TU1320                          STATION RECOVERY (1999)
 TU1320
 TU1320'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1264 ***********************************************************************
 TU1264  DESIGNATION -  HONOLULU BOARD WTR SUPPLY STK
 TU1264  PID         -  TU1264
 TU1264  STATE/COUNTY-  HI/HONOLULU
 TU1264  USGS QUAD   -  HONOLULU (1983)
 TU1264
 TU1264                         *CURRENT SURVEY CONTROL
 TU1264  ___________________________________________________________________
 TU1264* NAD 83(1993)-  21 18 20.53127(N)    157 51 09.84418(W)     ADJUSTED  
 TU1264* LOCAL TIDAL -                                                        
 TU1264  ___________________________________________________________________
 TU1264  EPOCH DATE  -        1993.62
 TU1264  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 TU1264  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1264
 TU1264  HORZ ORDER  -  THIRD
 TU1264
 TU1264.The horizontal coordinates were established by classical geodetic methods
 TU1264.and adjusted by the National Geodetic Survey in December 1998..
 TU1264.The horizontal coordinates are valid at the epoch date displayed above.
 TU1264.The epoch date for horizontal control is a decimal equivalence
 TU1264.of Year/Month/Day.
 TU1264
 TU1264
 TU1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1264
 TU1264.The geoid height was determined by GEOID03.
 TU1264
 TU1264;                    North         East     Units Scale Factor Converg.
 TU1264;SPC HI 3     -    15,401.114   515,279.720   MT  0.99999288   +0 03 12.6
 TU1264;UTM  04      - 2,356,414.163   618,995.365   MT  0.99977498   +0 25 00.8
 TU1264
 TU1264                          SUPERSEDED SURVEY CONTROL
 TU1264
 TU1264  NAD 83(1986)-  21 18 20.47972(N)    157 51 09.85371(W) AD(       ) 4
 TU1264  OLD HI      -  21 18 31.87364(N)    157 51 19.72506(W) AD(       ) 3
 TU1264
 TU1264.Superseded values are not recommended for survey control.
 TU1264.NGS no longer adjusts projects to the OLD HI datum.
 TU1264.See file dsdata.txt to determine how the superseded data were derived.
 TU1264
 TU1264_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1899556414(NAD 83)
 TU1264
 TU1264  HISTORY     - Date     Condition        Report By
 TU1264  HISTORY     - 1969     MONUMENTED       CGS
 TU1264  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU1264
 TU1264                          STATION DESCRIPTION
 TU1264
 TU1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1264'THE STATION IS THE TOP CENTER OF THE STACK, LOCATED ABOUT ONE
 TU1264'BLOCK SOUTHEAST OF THE ALA MOANA SCHOOL, ONE BLOCK WEST OF THE
 TU1264'WEST EDGE OF KEWALO BASIN, ALONG THE NORTH EDGE OF OLOMEHANI
 TU1264'STREET.  IT IS ABOUT 125 FEET HIGH AND IS A TAN STACK WITH A
 TU1264'BLACK RING AT THE TOP.
 TU1264
 TU1264                          STATION RECOVERY (1984)
 TU1264
 TU1264'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1264'DESTROYED - STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1329 ***********************************************************************
 TU1329  DESIGNATION -  HONOLULU BOARD WTR SUPPLY STK
 TU1329  PID         -  TU1329
 TU1329  STATE/COUNTY-  HI/HONOLULU
 TU1329  USGS QUAD   -  HONOLULU (1983)
 TU1329
 TU1329                         *CURRENT SURVEY CONTROL
 TU1329  ___________________________________________________________________
 TU1329* NAD 83(1993)-  21 19 40.40334(N)    157 52 18.62954(W)     ADJUSTED  
 TU1329* LOCAL TIDAL -                                                        
 TU1329  ___________________________________________________________________
 TU1329  EPOCH DATE  -        1993.62
 TU1329  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 TU1329  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1329
 TU1329  HORZ ORDER  -  THIRD
 TU1329
 TU1329.The horizontal coordinates were established by classical geodetic methods
 TU1329.and adjusted by the National Geodetic Survey in December 1998..
 TU1329.The horizontal coordinates are valid at the epoch date displayed above.
 TU1329.The epoch date for horizontal control is a decimal equivalence
 TU1329.of Year/Month/Day.
 TU1329
 TU1329
 TU1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1329
 TU1329.The geoid height was determined by GEOID03.
 TU1329
 TU1329;                    North         East     Units Scale Factor Converg.
 TU1329;SPC HI 3     -    17,855.898   513,295.244   MT  0.99999218   +0 02 47.8
 TU1329;UTM  04      - 2,358,855.767   616,995.794   MT  0.99976914   +0 24 37.3
 TU1329
 TU1329                          SUPERSEDED SURVEY CONTROL
 TU1329
 TU1329  NAD 83(1986)-  21 19 40.35270(N)    157 52 18.63894(W) AD(       ) 4
 TU1329  OLD HI      -  21 19 51.74816(N)    157 52 28.51866(W) AD(       ) 3
 TU1329
 TU1329.Superseded values are not recommended for survey control.
 TU1329.NGS no longer adjusts projects to the OLD HI datum.
 TU1329.See file dsdata.txt to determine how the superseded data were derived.
 TU1329
 TU1329_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1699658856(NAD 83)
 TU1329
 TU1329  HISTORY     - Date     Condition        Report By
 TU1329  HISTORY     - UNK      MONUMENTED
 TU1329  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1329  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1329
 TU1329                          STATION DESCRIPTION
 TU1329
 TU1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1329'STATION WAS RECOVERED.  LOCATED ABOUT 1-3/4 MILES NORTHWEST
 TU1329'OF THE CENTER OF HONOLULU, IN THE SOUTH ANGLE OF CROSSROAD
 TU1329'INTERSECTION OF KING AND HOUGHTAILING STREETS, AT THE
 TU1329'KALIHI PUMPING STATION OF THE HONOLULU BOARD OF WATER SUPPLY.
 TU1329'
 TU1329'STATION IS A CONCRETE STACK 100 FEET TALL, PAINTED GREEN, WITH
 TU1329'A BLACK SECTION AT THE TOP.
 TU1329
 TU1329                          STATION RECOVERY (1969)
 TU1329
 TU1329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1329'STATION WAS RECOVERED, LOCATED ABOUT 1-3/4 MILES NORTHWEST OF
 TU1329'THE CENTER OF HONOLULU, IN THE SOUTH ANGLE OF CROSSROAD
 TU1329'INTERSECTION AT KING STREET AND WAIAKAMILO ROAD, AT THE KALIHI
 TU1329'PUMPING STATION OF THE HONOLULU BOARD OF WATER SUPPLY.
 TU1329'
 TU1329'THE STATION IS A CONCRETE STACK 100 FEET TALL, PAINTED GREEN,
 TU1329'WITH A BLACK SECTION AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1265 ***********************************************************************
 TU1265  DESIGNATION -  HONOLULU BUDDHIST MISS CEN TWR
 TU1265  PID         -  TU1265
 TU1265  STATE/COUNTY-  HI/HONOLULU
 TU1265  USGS QUAD   -  HONOLULU (1983)
 TU1265
 TU1265                         *CURRENT SURVEY CONTROL
 TU1265  ___________________________________________________________________
 TU1265* NAD 83(1993)-  21 19 06.02013(N)    157 51 17.30926(W)     ADJUSTED  
 TU1265* LOCAL TIDAL -                                                        
 TU1265  ___________________________________________________________________
 TU1265  EPOCH DATE  -        1993.62
 TU1265  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 TU1265  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1265
 TU1265  HORZ ORDER  -  THIRD
 TU1265
 TU1265.The horizontal coordinates were established by classical geodetic methods
 TU1265.and adjusted by the National Geodetic Survey in December 1998..
 TU1265.The horizontal coordinates are valid at the epoch date displayed above.
 TU1265.The epoch date for horizontal control is a decimal equivalence
 TU1265.of Year/Month/Day.
 TU1265
 TU1265
 TU1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1265
 TU1265.The geoid height was determined by GEOID03.
 TU1265
 TU1265;                    North         East     Units Scale Factor Converg.
 TU1265;SPC HI 3     -    16,799.953   515,063.279   MT  0.99999280   +0 03 10.0
 TU1265;UTM  04      - 2,357,811.296   618,770.103   MT  0.99977431   +0 24 59.0
 TU1265
 TU1265                          SUPERSEDED SURVEY CONTROL
 TU1265
 TU1265  NAD 83(1986)-  21 19 05.96969(N)    157 51 17.31892(W) AD(       ) 4
 TU1265  OLD HI      -  21 19 17.36358(N)    157 51 27.19455(W) AD(       ) 3
 TU1265
 TU1265.Superseded values are not recommended for survey control.
 TU1265.NGS no longer adjusts projects to the OLD HI datum.
 TU1265.See file dsdata.txt to determine how the superseded data were derived.
 TU1265
 TU1265_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1877057811(NAD 83)
 TU1265
 TU1265  HISTORY     - Date     Condition        Report By
 TU1265  HISTORY     - 1969     MONUMENTED       CGS
 TU1265
 TU1265                          STATION DESCRIPTION
 TU1265
 TU1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1265'THE STATION IS THE TOP OF THE SPIRE ON THE TALLEST AND CENTER
 TU1265'TOWER OF THE HONOLULU ZEN BUDDHIST MISSION OF HAWAII AND BONSAI
 TU1265'GARDEN.  IT IS LOCATED AT 1708 NUUANU AVENUE IN HONOLULU AND IS
 TU1265'ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1197 ***********************************************************************
 TU1197  DESIGNATION -  HONOLULU C JADE APT BLDG ANT
 TU1197  PID         -  TU1197
 TU1197  STATE/COUNTY-  HI/HONOLULU
 TU1197  USGS QUAD   -  HONOLULU (1983)
 TU1197
 TU1197                         *CURRENT SURVEY CONTROL
 TU1197  ___________________________________________________________________
 TU1197* NAD 83(1993)-  21 17 01.37120(N)    157 48 08.09550(W)     ADJUSTED  
 TU1197* LOCAL TIDAL -                                                        
 TU1197  ___________________________________________________________________
 TU1197  EPOCH DATE  -        1993.62
 TU1197  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 TU1197  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1197
 TU1197  HORZ ORDER  -  THIRD
 TU1197
 TU1197.The horizontal coordinates were established by classical geodetic methods
 TU1197.and adjusted by the National Geodetic Survey in December 1998..
 TU1197.The horizontal coordinates are valid at the epoch date displayed above.
 TU1197.The epoch date for horizontal control is a decimal equivalence
 TU1197.of Year/Month/Day.
 TU1197
 TU1197
 TU1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1197
 TU1197.The geoid height was determined by GEOID03.
 TU1197
 TU1197;                    North         East     Units Scale Factor Converg.
 TU1197;SPC HI 3     -    12,972.226   520,520.998   MT  0.99999520   +0 04 18.4
 TU1197;UTM  04      - 2,354,019.056   624,250.825   MT  0.99979077   +0 26 05.4
 TU1197
 TU1197                          SUPERSEDED SURVEY CONTROL
 TU1197
 TU1197  NAD 83(1986)-  21 17 01.32110(N)    157 48 08.10411(W) AD(       ) 4
 TU1197  OLD HI      -  21 17 12.71176(N)    157 48 17.97480(W) AD(       ) 3
 TU1197
 TU1197.Superseded values are not recommended for survey control.
 TU1197.NGS no longer adjusts projects to the OLD HI datum.
 TU1197.See file dsdata.txt to determine how the superseded data were derived.
 TU1197
 TU1197_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2425154019(NAD 83)
 TU1197
 TU1197  HISTORY     - Date     Condition        Report By
 TU1197  HISTORY     - 1969     MONUMENTED       CGS
 TU1197  HISTORY     - 19990422 MARK NOT FOUND   USPSQD
 TU1197
 TU1197                          STATION DESCRIPTION
 TU1197
 TU1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1197'THE STATION IS A T. V. ANTENNA ON THE SOUTHEAST EDGE OF THE
 TU1197'BUILDING.  IT IS A ROUND BUILDING PAINTED GREEN AT 1139 9TH
 TU1197'AVENUE IN HONOLULU AND IS 16 FLOORS HIGH.
 TU1197
 TU1197                          STATION RECOVERY (1999)
 TU1197
 TU1197'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1292 ***********************************************************************
 TU1292  DESIGNATION -  HONOLULU CASTLE COOKE BLDG LT
 TU1292  PID         -  TU1292
 TU1292  STATE/COUNTY-  HI/HONOLULU
 TU1292  USGS QUAD   -  HONOLULU (1983)
 TU1292
 TU1292                         *CURRENT SURVEY CONTROL
 TU1292  ___________________________________________________________________
 TU1292* NAD 83(1993)-  21 18 30.30871(N)    157 51 44.23927(W)     ADJUSTED  
 TU1292* LOCAL TIDAL -                                                        
 TU1292  ___________________________________________________________________
 TU1292  EPOCH DATE  -        1993.62
 TU1292  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 TU1292  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1292
 TU1292  HORZ ORDER  -  THIRD
 TU1292
 TU1292.The horizontal coordinates were established by classical geodetic methods
 TU1292.and adjusted by the National Geodetic Survey in December 1998..
 TU1292.The horizontal coordinates are valid at the epoch date displayed above.
 TU1292.The epoch date for horizontal control is a decimal equivalence
 TU1292.of Year/Month/Day.
 TU1292
 TU1292
 TU1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1292
 TU1292.The geoid height was determined by GEOID03.
 TU1292
 TU1292;                    North         East     Units Scale Factor Converg.
 TU1292;SPC HI 3     -    15,700.929   514,288.149   MT  0.99999252   +0 03 00.2
 TU1292;UTM  04      - 2,356,707.619   618,002.130   MT  0.99977207   +0 24 48.5
 TU1292
 TU1292                          SUPERSEDED SURVEY CONTROL
 TU1292
 TU1292  NAD 83(1986)-  21 18 30.25821(N)    157 51 44.24835(W) AD(       ) 4
 TU1292  OLD HI      -  21 18 41.65082(N)    157 51 54.12372(W) AD(       ) 3
 TU1292
 TU1292.Superseded values are not recommended for survey control.
 TU1292.NGS no longer adjusts projects to the OLD HI datum.
 TU1292.See file dsdata.txt to determine how the superseded data were derived.
 TU1292
 TU1292_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1800256708(NAD 83)
 TU1292_MARKER: 14 = NAVIGATION LIGHT
 TU1292
 TU1292  HISTORY     - Date     Condition        Report By
 TU1292  HISTORY     - 1969     FIRST OBSERVED   CGS
 TU1292  HISTORY     - 1984     GOOD             USPSQD
 TU1292  HISTORY     - 19990928 GOOD             USPSQD
 TU1292
 TU1292                          STATION DESCRIPTION
 TU1292
 TU1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1292'THE INTERSECTION STATION IS LOCATED ON A BLACK BUILDING WITH A RED
 TU1292'LIGHT IN THE TOP CENTER, LOCATED AT THE INTERSECTION OF MERCHANTS
 TU1292'AND BISHOP STREETS IN HONOLULU.  THE BUILDING IS 22 FLOORS
 TU1292'HIGH.  THE POINT INTERSECTED IS THE RED LIGHT.
 TU1292
 TU1292                          STATION RECOVERY (1984)
 TU1292
 TU1292'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1292'GOOD.  RECOVERED AS DESCRIBED.
 TU1292
 TU1292                          STATION RECOVERY (1999)
 TU1292
 TU1292'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1227 ***********************************************************************
 TU1227  DESIGNATION -  HONOLULU CENTRAL UNION CHURCH
 TU1227  PID         -  TU1227
 TU1227  STATE/COUNTY-  HI/HONOLULU
 TU1227  USGS QUAD   -  HONOLULU (1983)
 TU1227
 TU1227                         *CURRENT SURVEY CONTROL
 TU1227  ___________________________________________________________________
 TU1227* NAD 83(1993)-  21 17 55.92712(N)    157 50 01.53712(W)     ADJUSTED  
 TU1227* LOCAL TIDAL -                                                        
 TU1227  ___________________________________________________________________
 TU1227  EPOCH DATE  -        1993.62
 TU1227  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 TU1227  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1227
 TU1227  HORZ ORDER  -  THIRD
 TU1227
 TU1227.The horizontal coordinates were established by classical geodetic methods
 TU1227.and adjusted by the National Geodetic Survey in December 1998..
 TU1227.The horizontal coordinates are valid at the epoch date displayed above.
 TU1227.The epoch date for horizontal control is a decimal equivalence
 TU1227.of Year/Month/Day.
 TU1227
 TU1227
 TU1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1227
 TU1227.The geoid height was determined by GEOID03.
 TU1227
 TU1227;                    North         East     Units Scale Factor Converg.
 TU1227;SPC HI 3     -    14,646.355   517,249.212   MT  0.99999368   +0 03 37.4
 TU1227;UTM  04      - 2,355,672.068   620,969.179   MT  0.99978083   +0 25 25.2
 TU1227
 TU1227                          SUPERSEDED SURVEY CONTROL
 TU1227
 TU1227  NAD 83(1986)-  21 17 55.87620(N)    157 50 01.54634(W) AD(       ) 4
 TU1227  OLD HI      -  21 18 07.26949(N)    157 50 11.42108(W) AD(       ) 3
 TU1227
 TU1227.Superseded values are not recommended for survey control.
 TU1227.NGS no longer adjusts projects to the OLD HI datum.
 TU1227.See file dsdata.txt to determine how the superseded data were derived.
 TU1227
 TU1227_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2096955672(NAD 83)
 TU1227
 TU1227  HISTORY     - Date     Condition        Report By
 TU1227  HISTORY     - 1925     MONUMENTED       CGS
 TU1227  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1227  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1227  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1227  HISTORY     - 19990422 GOOD             USPSQD
 TU1227
 TU1227                          STATION DESCRIPTION
 TU1227
 TU1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1227'IN SOUTHEASTERN OAHU, WELL INLAND, MIDWAY BETWEEN PUNCHBOWL
 TU1227'AND DIAMOND HEAD, A SPIRE, UNUSUALLY TALL AND SLENDER ARISING
 TU1227'FROM A CYLINDRICAL TOWER WHICH ITSELF RESTS UPON A SQUARE
 TU1227'TOWER.  HAS BRILLIANT GOLD ORNAMENT ON TOP.
 TU1227
 TU1227                          STATION RECOVERY (1961)
 TU1227
 TU1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1227'THE STATION IS THE UNUSUALLY TALL SLENDER SPIRE RISING FROM A
 TU1227'CYLINDRICAL TOWER WHICH REST ON A SQAURE TOWER AT THE SOUTH END
 TU1227'OF CENTRAL UNION CHURCH.  THE CHURCH IS ON THE NORTHSIDE OF
 TU1227'S. BERETANIA ST. ABOUT 2 BLOCKS EAST OF ITS INTERSECTION
 TU1227'WITH KALAKAUA AVE.
 TU1227
 TU1227                          STATION RECOVERY (1963)
 TU1227
 TU1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1227'THE STATION WAS RECOVERED.  IT IS ABOUT 1-3/4 MILES AIRLINE
 TU1227'EAST-SOUTHEAST OF THE FEDERAL BUILDING IN HONOLULU AND IN THE
 TU1227'EAST ANGLE OF THE INTERSECTION OF S. BERETANIA STREET AND PUNAHOU
 TU1227'STREET.
 TU1227'
 TU1227'STATION IS THE TALL SPIRE RISING FROM THE SOUTH END OF THE
 TU1227'CENTRAL UNION CHURCH.  THE GOLD BALL ON TOP OF THE SPIRE IS 155
 TU1227'FEET ABOVE GROUND.  THE TOP PART OF THE SPIRE IS A 6-SIDED,
 TU1227'TAN-COLORED STRUCTURE, RISING FROM AN 8-SIDED, TAN-COLORED
 TU1227'SECTION, WHICH IN TURN SETS ON TOP OF A SQUARE, GREY BRICK
 TU1227'STRUCTURE, THE TOP OF WHICH IS 65 FEET ABOVE GROUND.
 TU1227
 TU1227                          STATION RECOVERY (1969)
 TU1227
 TU1227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1227'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1227
 TU1227                          STATION RECOVERY (1999)
 TU1227
 TU1227'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1214 ***********************************************************************
 TU1214  DESIGNATION -  HONOLULU FOSTER TWR HOTEL LT
 TU1214  PID         -  TU1214
 TU1214  STATE/COUNTY-  HI/HONOLULU
 TU1214  USGS QUAD   -  HONOLULU (1983)
 TU1214
 TU1214                         *CURRENT SURVEY CONTROL
 TU1214  ___________________________________________________________________
 TU1214* NAD 83(1993)-  21 16 26.12185(N)    157 49 24.27771(W)     ADJUSTED  
 TU1214* LOCAL TIDAL -                                                        
 TU1214  ___________________________________________________________________
 TU1214  EPOCH DATE  -        1993.62
 TU1214  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 TU1214  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU1214
 TU1214  HORZ ORDER  -  THIRD
 TU1214
 TU1214.The horizontal coordinates were established by classical geodetic methods
 TU1214.and adjusted by the National Geodetic Survey in December 1998..
 TU1214.The horizontal coordinates are valid at the epoch date displayed above.
 TU1214.The epoch date for horizontal control is a decimal equivalence
 TU1214.of Year/Month/Day.
 TU1214
 TU1214
 TU1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1214
 TU1214.The geoid height was determined by GEOID03.
 TU1214
 TU1214;                    North         East     Units Scale Factor Converg.
 TU1214;SPC HI 3     -    11,885.510   518,326.215   MT  0.99999415   +0 03 50.7
 TU1214;UTM  04      - 2,352,918.686   622,063.424   MT  0.99978412   +0 25 37.0
 TU1214
 TU1214                          SUPERSEDED SURVEY CONTROL
 TU1214
 TU1214  NAD 83(1986)-  21 16 26.07084(N)    157 49 24.28642(W) AD(       ) 4
 TU1214  OLD HI      -  21 16 37.45806(N)    157 49 34.15721(W) AD(       ) 3
 TU1214
 TU1214.Superseded values are not recommended for survey control.
 TU1214.NGS no longer adjusts projects to the OLD HI datum.
 TU1214.See file dsdata.txt to determine how the superseded data were derived.
 TU1214
 TU1214_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2206352919(NAD 83)
 TU1214
 TU1214  HISTORY     - Date     Condition        Report By
 TU1214  HISTORY     - 1963     MONUMENTED       CGS
 TU1214  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1214  HISTORY     - 19990325 GOOD             USPSQD
 TU1214
 TU1214                          STATION DESCRIPTION
 TU1214
 TU1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1214'THE RED OBSTRUCTION LIGHT MOUNTED ON TOP OF A PIPE WHICH EXTENDS
 TU1214'10 FEET ABOVE THE ROOF OF THE ELEVATOR SHAFT STRUCTURE ON THE
 TU1214'ROOF OF FOSTER TOWER, WHICH IS A 25-STORY, TAN-COLORED HOTEL
 TU1214'BUILDING LOCATED IN THE WAIKIKI DISTRICT OF HONOLULU IN THE
 TU1214'EAST ANGLE OF THE INTERSECTION OF KALAKAUA AVENUE AND KEALOHILANI
 TU1214'AVENUE.  THE LIGHT IS 260 FEET ABOVE SEA LEVEL.
 TU1214
 TU1214                          STATION RECOVERY (1969)
 TU1214
 TU1214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1214'INTERSECTION STATION RECOVERED AS DESCRIBED BY WILBUR R. PORTER
 TU1214'IN 1963.
 TU1214
 TU1214                          STATION RECOVERY (1999)
 TU1214
 TU1214'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3576 ***********************************************************************
 AA3576  TIDAL BM    -  This is a Tidal Bench Mark.
 AA3576  DESIGNATION -  HONOLULU GSL 2340
 AA3576  PID         -  AA3576
 AA3576  STATE/COUNTY-  HI/HONOLULU
 AA3576  USGS QUAD   -  HONOLULU (1983)
 AA3576
 AA3576                         *CURRENT SURVEY CONTROL
 AA3576  ___________________________________________________________________
 AA3576* NAD 83(1993)-  21 18 11.99009(N)    157 51 51.92010(W)     ADJUSTED  
 AA3576* LOCAL TIDAL -         2.     (meters)       7.     (feet)  GPS OBS   
 AA3576  ___________________________________________________________________
 AA3576  EPOCH DATE  -        1993.62
 AA3576  X           -  -5,506,788.909 (meters)                     COMP
 AA3576  Y           -  -2,240,059.345 (meters)                     COMP
 AA3576  Z           -   2,302,723.344 (meters)                     COMP
 AA3576  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 AA3576  ELLIP HEIGHT-          17.99  (meters)          (11/30/94) GPS OBS
 AA3576  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 AA3576
 AA3576  HORZ ORDER  -  FIRST
 AA3576  ELLP ORDER  -  FIFTH     CLASS I
 AA3576
 AA3576.The horizontal coordinates were established by GPS observations
 AA3576.and adjusted by the National Geodetic Survey in November 1994..
 AA3576.No horizontal observational check was made to the station.
 AA3576.The horizontal coordinates are valid at the epoch date displayed above.
 AA3576.The epoch date for horizontal control is a decimal equivalence
 AA3576.of Year/Month/Day.
 AA3576
 AA3576.The orthometric height was determined by GPS observations and a
 AA3576.high-resolution geoid model.
 AA3576.No vertical observational check was made to the station.
 AA3576
 AA3576.This Tidal Bench Mark is designated as VM 37
 AA3576.by the Center for Operational Oceanographic Products and Services.
 AA3576
 AA3576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3576
 AA3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3576
 AA3576.The ellipsoidal height was determined by GPS observations
 AA3576.and is referenced to NAD 83.
 AA3576
 AA3576.The geoid height was determined by GEOID03.
 AA3576
 AA3576;                    North         East     Units Scale Factor Converg.
 AA3576;SPC HI 3     -    15,137.337   514,067.266   MT  0.99999244   +0 02 57.3
 AA3576;UTM  04      - 2,356,142.762   617,784.874   MT  0.99977143   +0 24 45.4
 AA3576
 AA3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3576!SPC HI 3     -   0.99999717  x   0.99999244  =   0.99998961
 AA3576!UTM  04      -   0.99999717  x   0.99977143  =   0.99976860
 AA3576
 AA3576                          SUPERSEDED SURVEY CONTROL
 AA3576
 AA3576.No superseded survey control is available for this station.
 AA3576
 AA3576_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1778556143(NAD 83)
 AA3576_MARKER: DD = SURVEY DISK
 AA3576_SETTING: 0 = UNSPECIFIED SETTING
 AA3576_SP_SET: UNSPECIFIED
 AA3576_STAMPING: GSL 2340 1987
 AA3576_MARK LOGO: NONE  
 AA3576_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3576+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1993
 AA3576
 AA3576  HISTORY     - Date     Condition        Report By
 AA3576  HISTORY     - 1987     MONUMENTED       NGS
 AA3576  HISTORY     - 19930813 GOOD             NOS
 AA3576  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 AA3576
 AA3576                          STATION DESCRIPTION
 AA3576
 AA3576'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3576'THE STATION IS A STANDARD DISK SET INTO A DRILL HOLE IN A CONCRETE
 AA3576'PIER AND FLUSH WITH PIER. IT IS 64.9 FEET WEST FROM THE NORTHWEST
 AA3576'CORNER OF USCG MARINE SAFETY OFFICE BUILDING AND 28.4 FEET
 AA3576'NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A CONCRETE BLOCK TIDE
 AA3576'HOUSE.
 AA3576
 AA3576                          STATION RECOVERY (1999)
 AA3576
 AA3576'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1349 ***********************************************************************
 TU1349  DESIGNATION -  HONOLULU HARBOR BEACON 3
 TU1349  PID         -  TU1349
 TU1349  STATE/COUNTY-  HI/HONOLULU
 TU1349  USGS QUAD   -  HONOLULU (1983)
 TU1349
 TU1349                         *CURRENT SURVEY CONTROL
 TU1349  ___________________________________________________________________
 TU1349* NAD 83(1993)-  21 17 48.96390(N)    157 52 18.05313(W)     ADJUSTED  
 TU1349* LOCAL TIDAL -                                                        
 TU1349  ___________________________________________________________________
 TU1349  EPOCH DATE  -        1993.62
 TU1349  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 TU1349  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1349
 TU1349  HORZ ORDER  -  THIRD
 TU1349
 TU1349.The horizontal coordinates were established by classical geodetic methods
 TU1349.and adjusted by the National Geodetic Survey in December 1998..
 TU1349.The horizontal coordinates are valid at the epoch date displayed above.
 TU1349.The epoch date for horizontal control is a decimal equivalence
 TU1349.of Year/Month/Day.
 TU1349
 TU1349
 TU1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1349
 TU1349.The geoid height was determined by GEOID03.
 TU1349
 TU1349;                    North         East     Units Scale Factor Converg.
 TU1349;SPC HI 3     -    14,428.523   513,314.645   MT  0.99999219   +0 02 47.8
 TU1349;UTM  04      - 2,355,429.348   617,036.928   MT  0.99976926   +0 24 35.5
 TU1349
 TU1349                          SUPERSEDED SURVEY CONTROL
 TU1349
 TU1349  NAD 83(1986)-  21 17 48.91333(N)    157 52 18.06228(W) AD(       ) 4
 TU1349  OLD HI      -  21 18 00.29000(N)    157 52 27.94000(W) AD(       ) 3
 TU1349
 TU1349.Superseded values are not recommended for survey control.
 TU1349.NGS no longer adjusts projects to the OLD HI datum.
 TU1349.See file dsdata.txt to determine how the superseded data were derived.
 TU1349
 TU1349_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1703755429(NAD 83)
 TU1349
 TU1349  HISTORY     - Date     Condition        Report By
 TU1349  HISTORY     - 1932     MONUMENTED       CGS
 TU1349  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1349  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1349  HISTORY     - 19990928 MARK NOT FOUND   USPSQD
 TU1349
 TU1349                          STATION DESCRIPTION
 TU1349
 TU1349'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CKG)
 TU1349'LIGHTED BEACON NO. 3, W SIDE OF HONOLULU HARBOR ENTRANCE
 TU1349'CHANNEL.  ALL OTHER (FORMER) BEACONS IN THE CHANNEL HAVE BEEN
 TU1349'REPLACED BY BUOYS.
 TU1349
 TU1349                          STATION RECOVERY (1965)
 TU1349
 TU1349'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1349'STATION IS GONE.
 TU1349
 TU1349                          STATION RECOVERY (1995)
 TU1349
 TU1349'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1349'MARK NOT FOUND.
 TU1349
 TU1349                          STATION RECOVERY (1999)
 TU1349
 TU1349'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1297 ***********************************************************************
 TU1297  DESIGNATION -  HONOLULU HARBOR CHAN R RNG LT
 TU1297  PID         -  TU1297
 TU1297  STATE/COUNTY-  HI/HONOLULU
 TU1297  USGS QUAD   -  HONOLULU (1983)
 TU1297
 TU1297                         *CURRENT SURVEY CONTROL
 TU1297  ___________________________________________________________________
 TU1297* NAD 83(1993)-  21 18 34.94797(N)    157 51 46.75675(W)     ADJUSTED  
 TU1297* LOCAL TIDAL -                                                        
 TU1297  ___________________________________________________________________
 TU1297  EPOCH DATE  -        1993.62
 TU1297  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 TU1297  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1297
 TU1297  HORZ ORDER  -  THIRD
 TU1297
 TU1297.The horizontal coordinates were established by classical geodetic methods
 TU1297.and adjusted by the National Geodetic Survey in December 1998..
 TU1297.The horizontal coordinates are valid at the epoch date displayed above.
 TU1297.The epoch date for horizontal control is a decimal equivalence
 TU1297.of Year/Month/Day.
 TU1297
 TU1297
 TU1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1297
 TU1297.The geoid height was determined by GEOID03.
 TU1297
 TU1297;                    North         East     Units Scale Factor Converg.
 TU1297;SPC HI 3     -    15,843.549   514,215.469   MT  0.99999250   +0 02 59.2
 TU1297;UTM  04      - 2,356,849.743   617,928.563   MT  0.99977185   +0 24 47.7
 TU1297
 TU1297                          SUPERSEDED SURVEY CONTROL
 TU1297
 TU1297  NAD 83(1986)-  21 18 34.89735(N)    157 51 46.76611(W) AD(       ) 4
 TU1297  OLD HI      -  21 18 46.28100(N)    157 51 56.63900(W) AD(       ) 3
 TU1297
 TU1297.Superseded values are not recommended for survey control.
 TU1297.NGS no longer adjusts projects to the OLD HI datum.
 TU1297.See file dsdata.txt to determine how the superseded data were derived.
 TU1297
 TU1297_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1792956850(NAD 83)
 TU1297
 TU1297  HISTORY     - Date     Condition        Report By
 TU1297  HISTORY     - UNK      MONUMENTED
 TU1297  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1297  HISTORY     - 19990928 MARK NOT FOUND   USPSQD
 TU1297
 TU1297                          STATION DESCRIPTION
 TU1297
 TU1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1297'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED IN DOWNTOWN
 TU1297'HONOLULU, AT INTERSECTION OF KING AND BETHEL STREETS, ON TOP OF
 TU1297'THE 5-STORY MC CANDLESS BUILDING.
 TU1297'
 TU1297'STATION IS A SHORT, 3-LEGGED, TAPERING, SKELETON-STEEL TOWER,
 TU1297'PAINTED WHITE.  A WHITE, RECTANGULAR DAYMARK, WITH RED STRIPE IS
 TU1297'MOUNTED ON THE SOUTHWEST SIDE OF THE TOWER.  A FLASHING RED LIGHT
 TU1297'IS MOUNTED ON TOP OF TOWER.
 TU1297
 TU1297                          STATION RECOVERY (1999)
 TU1297
 TU1297'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1309 ***********************************************************************
 TU1309  DESIGNATION -  HONOLULU HARBOR CHAN F RNG LT
 TU1309  PID         -  TU1309
 TU1309  STATE/COUNTY-  HI/HONOLULU
 TU1309  USGS QUAD   -  HONOLULU (1983)
 TU1309
 TU1309                         *CURRENT SURVEY CONTROL
 TU1309  ___________________________________________________________________
 TU1309* NAD 83(1993)-  21 18 18.42985(N)    157 51 56.13260(W)     ADJUSTED  
 TU1309* LOCAL TIDAL -                                                        
 TU1309  ___________________________________________________________________
 TU1309  EPOCH DATE  -        1993.62
 TU1309  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 TU1309  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1309
 TU1309  HORZ ORDER  -  THIRD
 TU1309
 TU1309.The horizontal coordinates were established by classical geodetic methods
 TU1309.and adjusted by the National Geodetic Survey in December 1998..
 TU1309.The horizontal coordinates are valid at the epoch date displayed above.
 TU1309.The epoch date for horizontal control is a decimal equivalence
 TU1309.of Year/Month/Day.
 TU1309
 TU1309
 TU1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1309
 TU1309.The geoid height was determined by GEOID03.
 TU1309
 TU1309;                    North         East     Units Scale Factor Converg.
 TU1309;SPC HI 3     -    15,335.292   513,945.686   MT  0.99999240   +0 02 55.8
 TU1309;UTM  04      - 2,356,339.898   617,662.068   MT  0.99977108   +0 24 44.0
 TU1309
 TU1309                          SUPERSEDED SURVEY CONTROL
 TU1309
 TU1309  NAD 83(1986)-  21 18 18.37922(N)    157 51 56.14195(W) AD(       ) 4
 TU1309  OLD HI      -  21 18 29.76200(N)    157 52 06.01400(W) AD(       ) 3
 TU1309
 TU1309.Superseded values are not recommended for survey control.
 TU1309.NGS no longer adjusts projects to the OLD HI datum.
 TU1309.See file dsdata.txt to determine how the superseded data were derived.
 TU1309
 TU1309_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1766256340(NAD 83)
 TU1309
 TU1309  HISTORY     - Date     Condition        Report By
 TU1309  HISTORY     - UNK      MONUMENTED
 TU1309  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1309  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1309  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1309
 TU1309                          STATION DESCRIPTION
 TU1309
 TU1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1309'LIGHT AND STRUCTURE ON THE ROOF OF PIER 7 WAS REMOVED WHEN PIER
 TU1309'7 WAS DESTROYED PRIOR TO CONSTRUCTION OF A NEW TERMINAL.
 TU1309
 TU1309                          STATION RECOVERY (1964)
 TU1309
 TU1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1309'STATION IS GONE.  THE FRONT RANGE LIGHT IS NOW ON THE AMERICAN
 TU1309'FACTORS BUILDING AT FORT AND HALEKAUWILA STREETS IN HONOLULU.
 TU1309
 TU1309                          STATION RECOVERY (1999)
 TU1309
 TU1309'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1298 ***********************************************************************
 TU1298  DESIGNATION -  HONOLULU HAWAII ELEC SE STACK
 TU1298  PID         -  TU1298
 TU1298  STATE/COUNTY-  HI/HONOLULU
 TU1298  USGS QUAD   -  HONOLULU (1983)
 TU1298
 TU1298                         *CURRENT SURVEY CONTROL
 TU1298  ___________________________________________________________________
 TU1298* NAD 83(1993)-  21 18 20.19182(N)    157 51 47.92578(W)     ADJUSTED  
 TU1298* LOCAL TIDAL -                                                        
 TU1298  ___________________________________________________________________
 TU1298  EPOCH DATE  -        1993.62
 TU1298  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 TU1298  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1298
 TU1298  HORZ ORDER  -  THIRD
 TU1298
 TU1298.The horizontal coordinates were established by classical geodetic methods
 TU1298.and adjusted by the National Geodetic Survey in December 1998..
 TU1298.The horizontal coordinates are valid at the epoch date displayed above.
 TU1298.The epoch date for horizontal control is a decimal equivalence
 TU1298.of Year/Month/Day.
 TU1298
 TU1298
 TU1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1298
 TU1298.The geoid height was determined by GEOID03.
 TU1298
 TU1298;                    North         East     Units Scale Factor Converg.
 TU1298;SPC HI 3     -    15,389.685   514,182.171   MT  0.99999248   +0 02 58.8
 TU1298;UTM  04      - 2,356,395.778   617,898.151   MT  0.99977176   +0 24 47.0
 TU1298
 TU1298                          SUPERSEDED SURVEY CONTROL
 TU1298
 TU1298  NAD 83(1986)-  21 18 20.14121(N)    157 51 47.93508(W) AD(       ) 4
 TU1298  OLD HI      -  21 18 31.52600(N)    157 51 57.80800(W) AD(       ) 3
 TU1298
 TU1298.Superseded values are not recommended for survey control.
 TU1298.NGS no longer adjusts projects to the OLD HI datum.
 TU1298.See file dsdata.txt to determine how the superseded data were derived.
 TU1298
 TU1298_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1789856396(NAD 83)
 TU1298_MARKER: 63 = STACK
 TU1298
 TU1298  HISTORY     - Date     Condition        Report By
 TU1298  HISTORY     - 1955     FIRST OBSERVED   CGS
 TU1298  HISTORY     - 1964     GOOD             CGS
 TU1298  HISTORY     - 1984     GOOD             USPSQD
 TU1298  HISTORY     - 19990926 GOOD             USPSQD
 TU1298
 TU1298                          STATION DESCRIPTION
 TU1298
 TU1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU1298'THE SE STACK OF THE HAWAIIAN ELECTRIC COMPANY IS LOCATED IN
 TU1298'DOWNTOWN HONOLULU, ON ALA MOANA BLULEVARD, BETWEEN BISHOP AND
 TU1298'RICHARD STREETS, OPPOSITE PIER 7, AND ON THE SE END OF THE ROOF
 TU1298'OF THE SE ONE OF TWO POWER PLANTS.  THE 40-FT. STEEL STACK IS
 TU1298'MOUNTED ON THE 130-FT. BUILDING, MAKING THE ENTIRE HEIGHT 170
 TU1298'FT. ABOVE GROUND LEVEL.
 TU1298
 TU1298                          STATION RECOVERY (1964)
 TU1298
 TU1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1298'STATION WAS RECOVERED.  IT IS THE MOST SOUTHERLY ONE OF THE FIVE
 TU1298'STACKS AT THE POWER PLANT AND IS THE SOUTHEAST ONE OF THE TWO
 TU1298'STACKS ON THE ROOF OF THE SOUTH ONE OF THE TWO PLANT
 TU1298'BUILDINGS.  LOCATED IN DOWNTOWN HONOLULU, ON ALA MOANA BLVD.,
 TU1298'OPPOSITE PIER 7, AT THE HAWAIIAN ELECTRIC CO. POWER PLANT.
 TU1298
 TU1298                          STATION RECOVERY (1984)
 TU1298
 TU1298'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1298'GOOD.  RECOVERED AS DESCRIBED.
 TU1298'
 TU1298'NOTE--ONE STACK HAS BEEN REMOVED.  WAS 5 NOW 4.
 TU1298
 TU1298                          STATION RECOVERY (1999)
 TU1298
 TU1298'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1299 ***********************************************************************
 TU1299  DESIGNATION -  HONOLULU HAWAII ELEC N TW STK
 TU1299  PID         -  TU1299
 TU1299  STATE/COUNTY-  HI/HONOLULU
 TU1299  USGS QUAD   -  HONOLULU (1983)
 TU1299
 TU1299                         *CURRENT SURVEY CONTROL
 TU1299  ___________________________________________________________________
 TU1299* NAD 83(1993)-  21 18 20.81463(N)    157 51 48.32586(W)     ADJUSTED  
 TU1299* LOCAL TIDAL -                                                        
 TU1299  ___________________________________________________________________
 TU1299  EPOCH DATE  -        1993.62
 TU1299  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 TU1299  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1299
 TU1299  HORZ ORDER  -  THIRD
 TU1299
 TU1299.The horizontal coordinates were established by classical geodetic methods
 TU1299.and adjusted by the National Geodetic Survey in December 1998..
 TU1299.The horizontal coordinates are valid at the epoch date displayed above.
 TU1299.The epoch date for horizontal control is a decimal equivalence
 TU1299.of Year/Month/Day.
 TU1299
 TU1299
 TU1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1299
 TU1299.The geoid height was determined by GEOID03.
 TU1299
 TU1299;                    North         East     Units Scale Factor Converg.
 TU1299;SPC HI 3     -    15,408.830   514,170.623   MT  0.99999248   +0 02 58.6
 TU1299;UTM  04      - 2,356,414.845   617,886.485   MT  0.99977173   +0 24 46.9
 TU1299
 TU1299                          SUPERSEDED SURVEY CONTROL
 TU1299
 TU1299  NAD 83(1986)-  21 18 20.76398(N)    157 51 48.33520(W) AD(       ) 4
 TU1299  OLD HI      -  21 18 32.14700(N)    157 51 58.20800(W) AD(       ) 3
 TU1299
 TU1299.Superseded values are not recommended for survey control.
 TU1299.NGS no longer adjusts projects to the OLD HI datum.
 TU1299.See file dsdata.txt to determine how the superseded data were derived.
 TU1299
 TU1299_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1788656415(NAD 83)
 TU1299_MARKER: 63 = STACK
 TU1299
 TU1299  HISTORY     - Date     Condition        Report By
 TU1299  HISTORY     - UNK      FIRST OBSERVED
 TU1299  HISTORY     - 1964     GOOD             CGS
 TU1299  HISTORY     - 1984     GOOD             USPSQD
 TU1299  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1299
 TU1299                          STATION DESCRIPTION
 TU1299
 TU1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1299'STATION WAS IDENTIFIED BY ANGLE AT STATION PUNCHBOWL AND
 TU1299'RECOVERED.
 TU1299'
 TU1299'LOCATED IN DOWNTOWN HONOLULU, ON ALA MOANA BOULEVARD, BETWEEN
 TU1299'BISHOP AND RICHARD STREETS, OPPOSITE PIER 7, AT THE HAWAIIAN
 TU1299'ELECTRIC COMPANY POWER PLANT.
 TU1299'
 TU1299'STATION IS THE NORTHWEST 1 OF THE 2 STACKS ON THE ROOF OF THE
 TU1299'SOUTHERLY ONE OF THE TWO POWER PLANT BUILDINGS.
 TU1299
 TU1299                          STATION RECOVERY (1984)
 TU1299
 TU1299'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1299'GOOD.  RECOVERED AS DESCRIBED.
 TU1299'
 TU1299'NOTE -- ORIGINALLY 5 STACKS, ONLY 4 REMAIN.
 TU1299
 TU1299                          STATION RECOVERY (1999)
 TU1299
 TU1299'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1304 ***********************************************************************
 TU1304  DESIGNATION -  HONOLULU HAWAII ELEC NE STK
 TU1304  PID         -  TU1304
 TU1304  STATE/COUNTY-  HI/HONOLULU
 TU1304  USGS QUAD   -  HONOLULU (1983)
 TU1304
 TU1304                         *CURRENT SURVEY CONTROL
 TU1304  ___________________________________________________________________
 TU1304* NAD 83(1993)-  21 18 21.94319(N)    157 51 50.21360(W)     ADJUSTED  
 TU1304* LOCAL TIDAL -                                                        
 TU1304  ___________________________________________________________________
 TU1304  EPOCH DATE  -        1993.62
 TU1304  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 TU1304  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1304
 TU1304  HORZ ORDER  -  THIRD
 TU1304
 TU1304.The horizontal coordinates were established by classical geodetic methods
 TU1304.and adjusted by the National Geodetic Survey in December 1998..
 TU1304.The horizontal coordinates are valid at the epoch date displayed above.
 TU1304.The epoch date for horizontal control is a decimal equivalence
 TU1304.of Year/Month/Day.
 TU1304
 TU1304
 TU1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1304
 TU1304.The geoid height was determined by GEOID03.
 TU1304
 TU1304;                    North         East     Units Scale Factor Converg.
 TU1304;SPC HI 3     -    15,443.493   514,116.186   MT  0.99999246   +0 02 58.0
 TU1304;UTM  04      - 2,356,449.154   617,831.842   MT  0.99977157   +0 24 46.2
 TU1304
 TU1304                          SUPERSEDED SURVEY CONTROL
 TU1304
 TU1304  NAD 83(1986)-  21 18 21.89257(N)    157 51 50.22287(W) AD(       ) 4
 TU1304  OLD HI      -  21 18 33.27700(N)    157 52 00.09500(W) AD(       ) 3
 TU1304
 TU1304.Superseded values are not recommended for survey control.
 TU1304.NGS no longer adjusts projects to the OLD HI datum.
 TU1304.See file dsdata.txt to determine how the superseded data were derived.
 TU1304
 TU1304_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1783256449(NAD 83)
 TU1304_MARKER: 63 = STACK
 TU1304
 TU1304  HISTORY     - Date     Condition        Report By
 TU1304  HISTORY     - 1955     FIRST OBSERVED   CGS
 TU1304  HISTORY     - 1964     GOOD             CGS
 TU1304  HISTORY     - 1984     GOOD             USPSQD
 TU1304  HISTORY     - 19990926 GOOD             USPSQD
 TU1304
 TU1304                          STATION DESCRIPTION
 TU1304
 TU1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU1304'THE NE ONE OF TWIN STACKS OF THE HAWAIIAN ELECTRIC COMPANY IS
 TU1304'LOCATED IN DOWNTOWN HONOLULU, ON ALA MOANA BOULEVARD, BETWEEN
 TU1304'BISHOP AND RICHARD STREETS, OPPOSITE PIER 7, AND ON THE SW EDGE
 TU1304'OF THE ROOF OF THE N ONE OF TWO POWER PLANTS.  THE 40-FT. STEEL
 TU1304'STACK IS MOUNTED ON THE 110-FT. BUILDING, MAKING THE ENTIRE
 TU1304'HEIGHT 150 FT. ABOVE GROUND LEVEL.
 TU1304
 TU1304                          STATION RECOVERY (1964)
 TU1304
 TU1304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1304'STATION WAS RECOVERED.  IT IS THE MAUKA ONE OF THE TWO STACKS ON
 TU1304'THE SOUTHEAST PART OF THE ROOF OF THE NORTHERLY ONE OF THE TWO
 TU1304'POWER PLANT BUILDINGS.  LOCATED AT THE HAWAIIAN ELECTRIC CO. POWER
 TU1304'PLANT IN DOWNTOWN HONOLULU, ON ALA MOANA BLVD., OPPOSITE PIER 7.
 TU1304
 TU1304                          STATION RECOVERY (1984)
 TU1304
 TU1304'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1304'GOOD.  RECOVERED AS DESCRIBED BY DGR 1964.
 TU1304
 TU1304                          STATION RECOVERY (1999)
 TU1304
 TU1304'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1305 ***********************************************************************
 TU1305  DESIGNATION -  HONOLULU HAWAII ELEC NW STACK
 TU1305  PID         -  TU1305
 TU1305  STATE/COUNTY-  HI/HONOLULU
 TU1305  USGS QUAD   -  HONOLULU (1983)
 TU1305
 TU1305                         *CURRENT SURVEY CONTROL
 TU1305  ___________________________________________________________________
 TU1305* NAD 83(1993)-  21 18 23.36648(N)    157 51 50.36028(W)     ADJUSTED  
 TU1305* LOCAL TIDAL -                                                        
 TU1305  ___________________________________________________________________
 TU1305  EPOCH DATE  -        1993.62
 TU1305  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 TU1305  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1305
 TU1305  HORZ ORDER  -  THIRD
 TU1305
 TU1305.The horizontal coordinates were established by classical geodetic methods
 TU1305.and adjusted by the National Geodetic Survey in December 1998..
 TU1305.The horizontal coordinates are valid at the epoch date displayed above.
 TU1305.The epoch date for horizontal control is a decimal equivalence
 TU1305.of Year/Month/Day.
 TU1305
 TU1305
 TU1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1305
 TU1305.The geoid height was determined by GEOID03.
 TU1305
 TU1305;                    North         East     Units Scale Factor Converg.
 TU1305;SPC HI 3     -    15,487.263   514,111.921   MT  0.99999246   +0 02 57.9
 TU1305;UTM  04      - 2,356,492.887   617,827.300   MT  0.99977156   +0 24 46.2
 TU1305
 TU1305                          SUPERSEDED SURVEY CONTROL
 TU1305
 TU1305  NAD 83(1986)-  21 18 23.31587(N)    157 51 50.36958(W) AD(       ) 4
 TU1305  OLD HI      -  21 18 34.70478(N)    157 52 00.25620(W) AD(       ) 3
 TU1305
 TU1305.Superseded values are not recommended for survey control.
 TU1305.NGS no longer adjusts projects to the OLD HI datum.
 TU1305.See file dsdata.txt to determine how the superseded data were derived.
 TU1305
 TU1305_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1782756493(NAD 83)
 TU1305_MARKER: 63 = STACK
 TU1305
 TU1305  HISTORY     - Date     Condition        Report By
 TU1305  HISTORY     - 1955     FIRST OBSERVED   CGS
 TU1305  HISTORY     - 1964     GOOD             CGS
 TU1305  HISTORY     - 1969     GOOD             CGS
 TU1305  HISTORY     - 1984     GOOD             USPSQD
 TU1305  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1305
 TU1305                          STATION DESCRIPTION
 TU1305
 TU1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU1305'THE NW STACK OF THE HAWAIIAN ELECTRIC COMPANY IS LOCATED IN
 TU1305'DOWNTOWN HONOLULU, ON ALA MOANA BOULEVARD, BETWEEN BISHOP AND
 TU1305'RICHARD STREETS, OPPOSITE PIER 7, AND ON THE N CORNER OF THE ROOF
 TU1305'OF THE NW ONE OF TWO POWER PLANTS.  THE 40-FT. STEEL STACK IS
 TU1305'MOUNTED ON THE 110-FT. BUILDING, MAKING THE ENTIRE HEIGHT 150 FT.
 TU1305'ABOVE GROUND LEVEL.
 TU1305
 TU1305                          STATION RECOVERY (1964)
 TU1305
 TU1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1305'STATION WAS RECOVERED.  IT IS THE MOST NORTHERLY ONE OF THE 5
 TU1305'STACKS AT THE POWER PLANT AND IS ON THE NORTH CORNER OF THE NORTH
 TU1305'BUILDING OF TWO.  LOCATED AT THE HAWAIIAN ELECTRIC CO. POWER
 TU1305'PLANT IN DOWNTOWN HONOLULU, ON ALA MOANA BLVD., OPPOSITE PIER 7.
 TU1305
 TU1305                          STATION RECOVERY (1969)
 TU1305
 TU1305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1305'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1305
 TU1305                          STATION RECOVERY (1984)
 TU1305
 TU1305'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1305'GOOD.  RECOVERED AS DESCRIBED BY DGR 1964.
 TU1305
 TU1305                          STATION RECOVERY (1999)
 TU1305
 TU1305'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1306 ***********************************************************************
 TU1306  DESIGNATION -  HONOLULU HAWAIIAN ELECTRIC CO SW STACK
 TU1306  PID         -  TU1306
 TU1306  STATE/COUNTY-  HI/HONOLULU
 TU1306  USGS QUAD   -  HONOLULU (1983)
 TU1306
 TU1306                         *CURRENT SURVEY CONTROL
 TU1306  ___________________________________________________________________
 TU1306* NAD 83(1993)-  21 18 21.75856(N)    157 51 50.54186(W)     ADJUSTED  
 TU1306* LOCAL TIDAL -                                                        
 TU1306  ___________________________________________________________________
 TU1306  EPOCH DATE  -        1993.62
 TU1306  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 TU1306  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1306
 TU1306  HORZ ORDER  -  THIRD
 TU1306
 TU1306.The horizontal coordinates were established by classical geodetic methods
 TU1306.and adjusted by the National Geodetic Survey in December 1998..
 TU1306.The horizontal coordinates are valid at the epoch date displayed above.
 TU1306.The epoch date for horizontal control is a decimal equivalence
 TU1306.of Year/Month/Day.
 TU1306
 TU1306
 TU1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1306
 TU1306.The geoid height was determined by GEOID03.
 TU1306
 TU1306;                    North         East     Units Scale Factor Converg.
 TU1306;SPC HI 3     -    15,437.806   514,106.730   MT  0.99999246   +0 02 57.8
 TU1306;UTM  04      - 2,356,443.409   617,822.424   MT  0.99977154   +0 24 46.1
 TU1306
 TU1306                          SUPERSEDED SURVEY CONTROL
 TU1306
 TU1306  NAD 83(1986)-  21 18 21.70795(N)    157 51 50.55114(W) AD(       ) 4
 TU1306  OLD HI      -  21 18 33.09200(N)    157 52 00.42400(W) AD(       ) 3
 TU1306
 TU1306.Superseded values are not recommended for survey control.
 TU1306.NGS no longer adjusts projects to the OLD HI datum.
 TU1306.See file dsdata.txt to determine how the superseded data were derived.
 TU1306
 TU1306_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1782256443(NAD 83)
 TU1306_MARKER: 63 = STACK
 TU1306
 TU1306  HISTORY     - Date     Condition        Report By
 TU1306  HISTORY     - 1955     FIRST OBSERVED   CGS
 TU1306  HISTORY     - 1964     GOOD             CGS
 TU1306  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU1306
 TU1306                          STATION DESCRIPTION
 TU1306
 TU1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU1306'THE SW ONE OF TWIN STACKS OF THE HAWAIIAN ELECTRIC COMPANY IS
 TU1306'LOCATED IN DOWNTOWN HONOLULU, ON ALA MOANA BOULEVARD, BETWEEN
 TU1306'BISHOP AND RICHARD STREETS, OPPOSITE PIER 7, AND ON THE SW EDGE
 TU1306'OF THE ROOF OF THE N ONE OF TWO POWER PLANTS.  THE 40-FT. STEEL
 TU1306'STACK IS MOUNTED IN THE 110-FT. BUILDING, MAKING THE ENTIRE
 TU1306'HEIGHT 150 FT. ABOVE GROUND LEVEL.
 TU1306
 TU1306                          STATION RECOVERY (1964)
 TU1306
 TU1306'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1306'STATION WAS RECOVERED.  IT IS THE MAKAI ONE OF THE TWO STACKS ON
 TU1306'THE SOUTHEAST PART OF THE ROOF OF THE NORTHERLY ONE OF THE TWO
 TU1306'POWER PLANT BUILDINGS.  LOCATED AT THE HAWAIIAN ELECTRIC CO. POWER
 TU1306'PLANT IN DOWNTOWN HONOLULU, ON ALA MOANA BLVD., OPPOSITE PIER 7.
 TU1306
 TU1306                          STATION RECOVERY (1984)
 TU1306
 TU1306'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1306'FOUND DESTROYED.  ELECTRIC CO. HAS REMOVED ONE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1319 ***********************************************************************
 TU1319  DESIGNATION -  HONOLULU HAWAIIAN GRAIN ELEV
 TU1319  PID         -  TU1319
 TU1319  STATE/COUNTY-  HI/HONOLULU
 TU1319  USGS QUAD   -  HONOLULU (1983)
 TU1319
 TU1319                         *CURRENT SURVEY CONTROL
 TU1319  ___________________________________________________________________
 TU1319* NAD 83(1993)-  21 18 42.45328(N)    157 52 09.85329(W)     ADJUSTED  
 TU1319* LOCAL TIDAL -                                                        
 TU1319  ___________________________________________________________________
 TU1319  EPOCH DATE  -        1993.62
 TU1319  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 TU1319  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1319
 TU1319  HORZ ORDER  -  THIRD
 TU1319
 TU1319.The horizontal coordinates were established by classical geodetic methods
 TU1319.and adjusted by the National Geodetic Survey in December 1998..
 TU1319.The horizontal coordinates are valid at the epoch date displayed above.
 TU1319.The epoch date for horizontal control is a decimal equivalence
 TU1319.of Year/Month/Day.
 TU1319
 TU1319
 TU1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1319
 TU1319.The geoid height was determined by GEOID03.
 TU1319
 TU1319;                    North         East     Units Scale Factor Converg.
 TU1319;SPC HI 3     -    16,073.814   513,549.626   MT  0.99999227   +0 02 50.9
 TU1319;UTM  04      - 2,357,075.730   617,261.420   MT  0.99976991   +0 24 39.4
 TU1319
 TU1319                          SUPERSEDED SURVEY CONTROL
 TU1319
 TU1319  NAD 83(1986)-  21 18 42.40285(N)    157 52 09.86262(W) AD(       ) 4
 TU1319  OLD HI      -  21 18 53.79370(N)    157 52 19.73903(W) AD(       ) 3
 TU1319
 TU1319.Superseded values are not recommended for survey control.
 TU1319.NGS no longer adjusts projects to the OLD HI datum.
 TU1319.See file dsdata.txt to determine how the superseded data were derived.
 TU1319
 TU1319_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1726157076(NAD 83)
 TU1319
 TU1319  HISTORY     - Date     Condition        Report By
 TU1319  HISTORY     - 1969     MONUMENTED       CGS
 TU1319  HISTORY     - 19990927 GOOD             USPSQD
 TU1319
 TU1319                          STATION DESCRIPTION
 TU1319
 TU1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1319'THE INTERSECTION IS LOCATED ON A LARGE ELEVATOR WITH 16 ROUND
 TU1319'BINS, AND WITH ONE HIGH SHAFT ON THE NORTH END AND A SMALLER
 TU1319'SHED ON THE SOUTH END.  THE ELEVATOR IS LOCATED AT 701 NORTH
 TU1319'NIMITZ HIGHWAY IN HONOLULU.  THE POINT INTERSECTED IS THE SOUTH
 TU1319'END OF THE SMALL SHED.
 TU1319
 TU1319                          STATION RECOVERY (1999)
 TU1319
 TU1319'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1326 ***********************************************************************
 TU1326  DESIGNATION -  HONOLULU HAWAIIAN PINEAPPLE TK
 TU1326  PID         -  TU1326
 TU1326  STATE/COUNTY-  HI/HONOLULU
 TU1326  USGS QUAD   -  HONOLULU (1983)
 TU1326
 TU1326                         *CURRENT SURVEY CONTROL
 TU1326  ___________________________________________________________________
 TU1326* NAD 83(1993)-  21 19 01.18013(N)    157 52 16.70810(W)     ADJUSTED  
 TU1326* LOCAL TIDAL -                                                        
 TU1326  ___________________________________________________________________
 TU1326  EPOCH DATE  -        1993.62
 TU1326  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 TU1326  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1326
 TU1326  HORZ ORDER  -  THIRD
 TU1326
 TU1326.The horizontal coordinates were established by classical geodetic methods
 TU1326.and adjusted by the National Geodetic Survey in December 1998..
 TU1326.The horizontal coordinates are valid at the epoch date displayed above.
 TU1326.The epoch date for horizontal control is a decimal equivalence
 TU1326.of Year/Month/Day.
 TU1326
 TU1326
 TU1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1326
 TU1326.The geoid height was determined by GEOID03.
 TU1326
 TU1326;                    North         East     Units Scale Factor Converg.
 TU1326;SPC HI 3     -    16,649.608   513,351.599   MT  0.99999220   +0 02 48.4
 TU1326;UTM  04      - 2,357,650.128   617,059.790   MT  0.99976933   +0 24 37.3
 TU1326
 TU1326                          SUPERSEDED SURVEY CONTROL
 TU1326
 TU1326  NAD 83(1986)-  21 19 01.12971(N)    157 52 16.71740(W) AD(       ) 4
 TU1326  OLD HI      -  21 19 12.52143(N)    157 52 26.59531(W) AD(       ) 3
 TU1326
 TU1326.Superseded values are not recommended for survey control.
 TU1326.NGS no longer adjusts projects to the OLD HI datum.
 TU1326.See file dsdata.txt to determine how the superseded data were derived.
 TU1326
 TU1326_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1706057650(NAD 83)
 TU1326
 TU1326  HISTORY     - Date     Condition        Report By
 TU1326  HISTORY     - UNK      MONUMENTED
 TU1326  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1326  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU1326  HISTORY     - 19951019 MARK NOT FOUND   USPSQD
 TU1326  HISTORY     - 19990927 MARK NOT FOUND   USPSQD
 TU1326
 TU1326                          STATION DESCRIPTION
 TU1326
 TU1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1326'STATION WAS RECOVERED.  IT IS THE LARGE ELEVATED TANK, A REPLICA
 TU1326'OF A PINEAPPLE, MOUNTED ATOP 4 STEEL LEGS, LOCATED IN THE IWILEI
 TU1326'DISTRICT OF HONOLULU AT THE DOLE PINEAPPLE COMPANY CANNERY.
 TU1326'
 TU1326'TOP OF TANK IS ABOUT 195 FEET ABOVE GROUND.
 TU1326
 TU1326                          STATION RECOVERY (1978)
 TU1326
 TU1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU1326'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TU1326
 TU1326                          STATION RECOVERY (1995)
 TU1326
 TU1326'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1326'MARK NOT FOUND.
 TU1326
 TU1326                          STATION RECOVERY (1999)
 TU1326
 TU1326'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1279 ***********************************************************************
 TU1279  DESIGNATION -  HONOLULU HAWAIIAN TEL BLDG ANT
 TU1279  PID         -  TU1279
 TU1279  STATE/COUNTY-  HI/HONOLULU
 TU1279  USGS QUAD   -  HONOLULU (1983)
 TU1279
 TU1279                         *CURRENT SURVEY CONTROL
 TU1279  ___________________________________________________________________
 TU1279* NAD 83(1993)-  21 18 33.77301(N)    157 51 32.97415(W)     ADJUSTED  
 TU1279* LOCAL TIDAL -                                                        
 TU1279  ___________________________________________________________________
 TU1279  EPOCH DATE  -        1993.62
 TU1279  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 TU1279  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1279
 TU1279  HORZ ORDER  -  THIRD
 TU1279
 TU1279.The horizontal coordinates were established by classical geodetic methods
 TU1279.and adjusted by the National Geodetic Survey in December 1998..
 TU1279.The horizontal coordinates are valid at the epoch date displayed above.
 TU1279.The epoch date for horizontal control is a decimal equivalence
 TU1279.of Year/Month/Day.
 TU1279
 TU1279
 TU1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1279
 TU1279.The geoid height was determined by GEOID03.
 TU1279
 TU1279;                    North         East     Units Scale Factor Converg.
 TU1279;SPC HI 3     -    15,807.762   514,612.722   MT  0.99999264   +0 03 04.3
 TU1279;UTM  04      - 2,356,816.485   618,325.948   MT  0.99977301   +0 24 52.7
 TU1279
 TU1279                          SUPERSEDED SURVEY CONTROL
 TU1279
 TU1279  NAD 83(1986)-  21 18 33.72241(N)    157 51 32.98352(W) AD(       ) 4
 TU1279  OLD HI      -  21 18 45.11400(N)    157 51 42.85897(W) AD(       ) 3
 TU1279
 TU1279.Superseded values are not recommended for survey control.
 TU1279.NGS no longer adjusts projects to the OLD HI datum.
 TU1279.See file dsdata.txt to determine how the superseded data were derived.
 TU1279
 TU1279_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1832656816(NAD 83)
 TU1279
 TU1279  HISTORY     - Date     Condition        Report By
 TU1279  HISTORY     - 1969     MONUMENTED       CGS
 TU1279  HISTORY     - 19990927 GOOD             USPSQD
 TU1279
 TU1279                          STATION DESCRIPTION
 TU1279
 TU1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1279'THE STATION IS THE WHIP ANTENNA ON THE SHORT 3 LEG TOWER ON THE
 TU1279'TOP OF THE HONOLULU HAWAIIAN TELEPHONE CO BUILDING.  THE
 TU1279'BUILDING IS LOCATED IN DOWN TOWN HONOLULU.
 TU1279
 TU1279                          STATION RECOVERY (1999)
 TU1279
 TU1279'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1240 ***********************************************************************
 TU1240  DESIGNATION -  HONOLULU HILTON RAINBOW TWR LT
 TU1240  PID         -  TU1240
 TU1240  STATE/COUNTY-  HI/HONOLULU
 TU1240  USGS QUAD   -  HONOLULU (1983)
 TU1240
 TU1240                         *CURRENT SURVEY CONTROL
 TU1240  ___________________________________________________________________
 TU1240* NAD 83(1993)-  21 16 56.10335(N)    157 50 17.32317(W)     ADJUSTED  
 TU1240* LOCAL TIDAL -                                                        
 TU1240  ___________________________________________________________________
 TU1240  EPOCH DATE  -        1993.62
 TU1240  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 TU1240  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1240
 TU1240  HORZ ORDER  -  THIRD
 TU1240
 TU1240.The horizontal coordinates were established by classical geodetic methods
 TU1240.and adjusted by the National Geodetic Survey in December 1998..
 TU1240.The horizontal coordinates are valid at the epoch date displayed above.
 TU1240.The epoch date for horizontal control is a decimal equivalence
 TU1240.of Year/Month/Day.
 TU1240
 TU1240
 TU1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1240
 TU1240.The geoid height was determined by GEOID03.
 TU1240
 TU1240;                    North         East     Units Scale Factor Converg.
 TU1240;SPC HI 3     -    12,805.968   516,796.105   MT  0.99999348   +0 03 31.5
 TU1240;UTM  04      - 2,353,829.240   620,527.839   MT  0.99977951   +0 25 18.3
 TU1240
 TU1240                          SUPERSEDED SURVEY CONTROL
 TU1240
 TU1240  NAD 83(1986)-  21 16 56.05268(N)    157 50 17.33245(W) AD(       ) 4
 TU1240  OLD HI      -  21 17 07.44074(N)    157 50 27.20346(W) AD(       ) 3
 TU1240
 TU1240.Superseded values are not recommended for survey control.
 TU1240.NGS no longer adjusts projects to the OLD HI datum.
 TU1240.See file dsdata.txt to determine how the superseded data were derived.
 TU1240
 TU1240_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2052853829(NAD 83)
 TU1240_MARKER: 14 = NAVIGATION LIGHT
 TU1240
 TU1240  HISTORY     - Date     Condition        Report By
 TU1240  HISTORY     - 1969     FIRST OBSERVED   CGS
 TU1240  HISTORY     - 1984     GOOD             USPSQD
 TU1240  HISTORY     - 19990325 GOOD             USPSQD
 TU1240
 TU1240                          STATION DESCRIPTION
 TU1240
 TU1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1240'THE STATION IS THE RED LIGHT ON THE ELEVATOR SHAFT, LOCATED AT
 TU1240'2005 KALIA STREET IN WAIKIKI.  THERE IS A RAINBOW MURAL ON THE
 TU1240'EAST SIDE OF THE HOTEL.  IT IS 31 FLOORS HIGH.
 TU1240
 TU1240                          STATION RECOVERY (1984)
 TU1240
 TU1240'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1240'GOOD.  RED LIGHT TOP OF ELEV. SHAFT 31 STORIES 2005 KALIA ST.
 TU1240'MURAL E. SIDE.
 TU1240
 TU1240                          STATION RECOVERY (1999)
 TU1240
 TU1240'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1242 ***********************************************************************
 TU1242  DESIGNATION -  HONOLULU ILIKAI HOTEL CUPOLA
 TU1242  PID         -  TU1242
 TU1242  STATE/COUNTY-  HI/HONOLULU
 TU1242  USGS QUAD   -  HONOLULU (1983)
 TU1242
 TU1242                         *CURRENT SURVEY CONTROL
 TU1242  ___________________________________________________________________
 TU1242* NAD 83(1993)-  21 17 03.52657(N)    157 50 18.69868(W)     ADJUSTED  
 TU1242* LOCAL TIDAL -                                                        
 TU1242  ___________________________________________________________________
 TU1242  EPOCH DATE  -        1993.62
 TU1242  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 TU1242  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1242
 TU1242  HORZ ORDER  -  THIRD
 TU1242
 TU1242.The horizontal coordinates were established by classical geodetic methods
 TU1242.and adjusted by the National Geodetic Survey in December 1998..
 TU1242.The horizontal coordinates are valid at the epoch date displayed above.
 TU1242.The epoch date for horizontal control is a decimal equivalence
 TU1242.of Year/Month/Day.
 TU1242
 TU1242
 TU1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1242
 TU1242.The geoid height was determined by GEOID03.
 TU1242
 TU1242;                    North         East     Units Scale Factor Converg.
 TU1242;SPC HI 3     -    13,034.232   516,756.221   MT  0.99999347   +0 03 31.0
 TU1242;UTM  04      - 2,354,057.198   620,486.519   MT  0.99977939   +0 25 18.0
 TU1242
 TU1242                          SUPERSEDED SURVEY CONTROL
 TU1242
 TU1242  NAD 83(1986)-  21 17 03.47636(N)    157 50 18.70771(W) AD(       ) 4
 TU1242  OLD HI      -  21 17 14.86617(N)    157 50 28.57982(W) AD(       ) 3
 TU1242
 TU1242.Superseded values are not recommended for survey control.
 TU1242.NGS no longer adjusts projects to the OLD HI datum.
 TU1242.See file dsdata.txt to determine how the superseded data were derived.
 TU1242
 TU1242_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2048754057(NAD 83)
 TU1242
 TU1242  HISTORY     - Date     Condition        Report By
 TU1242  HISTORY     - 1964     MONUMENTED       CGS
 TU1242  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1242  HISTORY     - 1984     GOOD             USPSQD
 TU1242  HISTORY     - 19990323 GOOD             USPSQD
 TU1242  HISTORY     - 20060305 GOOD             GEOCAC
 TU1242
 TU1242                          STATION DESCRIPTION
 TU1242
 TU1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1242'STATION IS THE LARGE CUPOLA ON THE FLAT ROOF OF THE
 TU1242'RESTAURANT ON TOP OF THE ILIKAI HOTEL.  CUPOLA HAS A
 TU1242'SLIGHTLY PEAKED ROOF.  THE POINT INTERSECTED WAS PEAK OF ROOF.
 TU1242'
 TU1242'THE ILIKAI HOTEL IS LOCATED AT THE NORTHWEST END OF THE WAIKIKI
 TU1242'DISTRICT, AT THE EAST SIDE OF THE ALA WAI BOAT HARBOR.  IT IS THE
 TU1242'LARGEST, HIGHEST, AND MOST PROMINENT STRUCTURE IN WAIKIKI.  IT
 TU1242'CONSISTS OF 3 LARGE WINGS SPACED EVENLY AROUND A CENTRAL
 TU1242'STRUCTURE, AND IS 29 STORIES HIGH.  TOP OF CUPOLA IS 407 FEET
 TU1242'ABOVE SEA LEVEL.
 TU1242
 TU1242                          STATION RECOVERY (1969)
 TU1242
 TU1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1242'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1242'BY D. G. RUSHFORD IN 1964.
 TU1242
 TU1242                          STATION RECOVERY (1984)
 TU1242
 TU1242'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1242'GOOD.  LARGE CUPOLA ON TOP OF RESTAURANT AS DESCRIBED.  AT ALAI WAI
 TU1242'BOAT HARBOR AND ALA MOANA BLVD.
 TU1242
 TU1242                          STATION RECOVERY (1999)
 TU1242
 TU1242'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1242'RECOVERED IN GOOD CONDITION.
 TU1242
 TU1242                          STATION RECOVERY (2006)
 TU1242
 TU1242'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 TU1242'RECOVERED IN GOOD CONDITION. THE HOTEL IS NOW CALLED THE RENAISSANCE
 TU1242'ILIKAI WAIKIKI BEACH HOTEL. IT IS NOT THE LARGEST, HIGHEST, OR MOST
 TU1242'PROMINENT STRUCTURE IN WAIKIKI ANYMORE, BUT ITS 3 LARGE WINGS ARE
 TU1242'STILL UNIQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1224 ***********************************************************************
 TU1224  DESIGNATION -  HONOLULU IMP HAWAII HOTEL ANT
 TU1224  PID         -  TU1224
 TU1224  STATE/COUNTY-  HI/HONOLULU
 TU1224  USGS QUAD   -  HONOLULU (1983)
 TU1224
 TU1224                         *CURRENT SURVEY CONTROL
 TU1224  ___________________________________________________________________
 TU1224* NAD 83(1993)-  21 16 42.39622(N)    157 49 52.29946(W)     ADJUSTED  
 TU1224* LOCAL TIDAL -                                                        
 TU1224  ___________________________________________________________________
 TU1224  EPOCH DATE  -        1993.62
 TU1224  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 TU1224  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1224
 TU1224  HORZ ORDER  -  THIRD
 TU1224
 TU1224.The horizontal coordinates were established by classical geodetic methods
 TU1224.and adjusted by the National Geodetic Survey in December 1998..
 TU1224.The horizontal coordinates are valid at the epoch date displayed above.
 TU1224.The epoch date for horizontal control is a decimal equivalence
 TU1224.of Year/Month/Day.
 TU1224
 TU1224
 TU1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1224
 TU1224.The geoid height was determined by GEOID03.
 TU1224
 TU1224;                    North         East     Units Scale Factor Converg.
 TU1224;SPC HI 3     -    12,385.153   517,517.885   MT  0.99999379   +0 03 40.5
 TU1224;UTM  04      - 2,353,413.095   621,252.116   MT  0.99978168   +0 25 27.2
 TU1224
 TU1224                          SUPERSEDED SURVEY CONTROL
 TU1224
 TU1224  NAD 83(1986)-  21 16 42.34540(N)    157 49 52.30853(W) AD(       ) 4
 TU1224  OLD HI      -  21 16 53.73338(N)    157 50 02.17911(W) AD(       ) 3
 TU1224
 TU1224.Superseded values are not recommended for survey control.
 TU1224.NGS no longer adjusts projects to the OLD HI datum.
 TU1224.See file dsdata.txt to determine how the superseded data were derived.
 TU1224
 TU1224_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2125253413(NAD 83)
 TU1224_MARKER: 92 = ANTENNA ON ROOF
 TU1224
 TU1224  HISTORY     - Date     Condition        Report By
 TU1224  HISTORY     - 1969     FIRST OBSERVED   CGS
 TU1224  HISTORY     - 1984     GOOD             USPSQD
 TU1224  HISTORY     - 19951016 GOOD             USPSQD
 TU1224  HISTORY     - 19990322 GOOD             USPSQD
 TU1224
 TU1224                          STATION DESCRIPTION
 TU1224
 TU1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1224'LOCATED AT THE CORNER OF KALIA ROAD AND LEWERS STREET IN
 TU1224'HONOLULU.  A GREEN BUILDING, THE TALLEST AND CENTER ONE OF
 TU1224'THREE, 27 FLOORS HIGH.  THE POINT INTERSECTED IS THE ANTENNA
 TU1224'ON THE TOP OF THE ELEVATOR SHAFT.
 TU1224
 TU1224                          STATION RECOVERY (1984)
 TU1224
 TU1224'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1224'GOOD.  ANTENNA TOP OF ELEVATOR SHAFT AS DESCRIBED.  GREEN BLDG 27
 TU1224'FLOORS KALEA RD AND LEWERS ST (NOT LEVER ST).
 TU1224
 TU1224                          STATION RECOVERY (1995)
 TU1224
 TU1224'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1224'RECOVERED IN GOOD CONDITION.
 TU1224
 TU1224                          STATION RECOVERY (1999)
 TU1224
 TU1224'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1282 ***********************************************************************
 TU1282  DESIGNATION -  HONOLULU INCINERATOR STACK
 TU1282  PID         -  TU1282
 TU1282  STATE/COUNTY-  HI/HONOLULU
 TU1282  USGS QUAD   -  HONOLULU (1983)
 TU1282
 TU1282                         *CURRENT SURVEY CONTROL
 TU1282  ___________________________________________________________________
 TU1282* NAD 83(1993)-  21 17 31.77035(N)    157 51 37.97293(W)     ADJUSTED  
 TU1282* LOCAL TIDAL -                                                        
 TU1282  ___________________________________________________________________
 TU1282  EPOCH DATE  -        1993.62
 TU1282  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 TU1282  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1282
 TU1282  HORZ ORDER  -  THIRD
 TU1282
 TU1282.The horizontal coordinates were established by classical geodetic methods
 TU1282.and adjusted by the National Geodetic Survey in December 1998..
 TU1282.The horizontal coordinates are valid at the epoch date displayed above.
 TU1282.The epoch date for horizontal control is a decimal equivalence
 TU1282.of Year/Month/Day.
 TU1282
 TU1282
 TU1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1282
 TU1282.The geoid height was determined by GEOID03.
 TU1282
 TU1282;                    North         East     Units Scale Factor Converg.
 TU1282;SPC HI 3     -    13,900.706   514,470.341   MT  0.99999259   +0 03 02.3
 TU1282;UTM  04      - 2,354,908.984   618,195.691   MT  0.99977263   +0 24 49.7
 TU1282
 TU1282                          SUPERSEDED SURVEY CONTROL
 TU1282
 TU1282  NAD 83(1986)-  21 17 31.71967(N)    157 51 37.98226(W) AD(       ) 4
 TU1282  OLD HI      -  21 17 43.10200(N)    157 51 47.85500(W) AD(       ) 3
 TU1282
 TU1282.Superseded values are not recommended for survey control.
 TU1282.NGS no longer adjusts projects to the OLD HI datum.
 TU1282.See file dsdata.txt to determine how the superseded data were derived.
 TU1282
 TU1282_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1819654909(NAD 83)
 TU1282
 TU1282  HISTORY     - Date     Condition        Report By
 TU1282  HISTORY     - UNK      MONUMENTED
 TU1282  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU1282  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1282  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1282
 TU1282                          STATION DESCRIPTION
 TU1282
 TU1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU1282'IN THE LOCALITY OF HONOLULU.  INCINERATOR STACK IS A NEW STACK
 TU1282'AND IS THEREFORE IN GOOD CONDITION.
 TU1282
 TU1282                          STATION RECOVERY (1964)
 TU1282
 TU1282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1282'THE STACK HAS BEEN REMOVED ALTHOUGH THE OLD BUILDING
 TU1282'REMAINS.  ABOUT 1946 A NEW INCINERATOR WAS BUILT ABOUT 600 FEET
 TU1282'NORTHWEST OF THE OLD ONE.
 TU1282
 TU1282                          STATION RECOVERY (1999)
 TU1282
 TU1282'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1406 ***********************************************************************
 TU1406  DESIGNATION -  HONOLULU INTL AP B L 9 PLUS 00
 TU1406  PID         -  TU1406
 TU1406  STATE/COUNTY-  HI/HONOLULU
 TU1406  USGS QUAD   -  PEARL HARBOR (1983)
 TU1406
 TU1406                         *CURRENT SURVEY CONTROL
 TU1406  ___________________________________________________________________
 TU1406* NAD 83(1993)-  21 19 39.32047(N)    157 55 36.71269(W)     ADJUSTED  
 TU1406* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU1406  ___________________________________________________________________
 TU1406  EPOCH DATE  -        1993.62
 TU1406  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 TU1406  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1406
 TU1406  HORZ ORDER  -  THIRD
 TU1406
 TU1406.This mark is at Honolulu International Airport  (HNL)
 TU1406
 TU1406.The horizontal coordinates were established by classical geodetic methods
 TU1406.and adjusted by the National Geodetic Survey in December 1998..
 TU1406.The horizontal coordinates are valid at the epoch date displayed above.
 TU1406.The epoch date for horizontal control is a decimal equivalence
 TU1406.of Year/Month/Day.
 TU1406
 TU1406.The orthometric height was scaled from a topographic map.
 TU1406
 TU1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1406
 TU1406.The geoid height was determined by GEOID03.
 TU1406
 TU1406;                    North         East     Units Scale Factor Converg.
 TU1406;SPC HI 3     -    17,818.947   507,587.124   MT  0.99999071   +0 01 35.8
 TU1406;UTM  04      - 2,358,782.595   611,289.337   MT  0.99975305   +0 23 25.2
 TU1406
 TU1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1406!SPC HI 3     -   0.99999677  x   0.99999071  =   0.99998748
 TU1406!UTM  04      -   0.99999677  x   0.99975305  =   0.99974982
 TU1406
 TU1406                          SUPERSEDED SURVEY CONTROL
 TU1406
 TU1406  NAD 83(1986)-  21 19 39.26959(N)    157 55 36.72223(W) AD(       ) 3
 TU1406  OLD HI      -  21 19 50.64600(N)    157 55 46.59300(W) AD(       ) 3
 TU1406
 TU1406.Superseded values are not recommended for survey control.
 TU1406.NGS no longer adjusts projects to the OLD HI datum.
 TU1406.See file dsdata.txt to determine how the superseded data were derived.
 TU1406
 TU1406_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1128958783(NAD 83)
 TU1406
 TU1406  HISTORY     - Date     Condition        Report By
 TU1406  HISTORY     - UNK      MONUMENTED
 TU1406  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1406  HISTORY     - 19990929 MARK NOT FOUND   USPSQD
 TU1406
 TU1406                          STATION DESCRIPTION
 TU1406
 TU1406'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1406'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED DESTROYED
 TU1406'BY CONSTRUCTION.  THE POINT WAS ONLY MARKED BY A PIPE IN THE
 TU1406'GROUND ACCORDING TO INFORMATION OBTAINED AT THE STATE OF HAWAII
 TU1406'SURVEY OFFICE.
 TU1406
 TU1406                          STATION RECOVERY (1999)
 TU1406
 TU1406'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1390 ***********************************************************************
 TU1390  DESIGNATION -  HONOLULU INTL AP BL 83 PLUS 60
 TU1390  PID         -  TU1390
 TU1390  STATE/COUNTY-  HI/HONOLULU
 TU1390  USGS QUAD   -  PEARL HARBOR (1983)
 TU1390
 TU1390                         *CURRENT SURVEY CONTROL
 TU1390  ___________________________________________________________________
 TU1390* NAD 83(1993)-  21 19 39.30511(N)    157 54 17.78371(W)     ADJUSTED  
 TU1390* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU1390  ___________________________________________________________________
 TU1390  EPOCH DATE  -        1993.62
 TU1390  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TU1390  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1390
 TU1390  HORZ ORDER  -  THIRD
 TU1390
 TU1390.This mark is at Honolulu International Airport  (HNL)
 TU1390
 TU1390.The horizontal coordinates were established by classical geodetic methods
 TU1390.and adjusted by the National Geodetic Survey in December 1998..
 TU1390.The horizontal coordinates are valid at the epoch date displayed above.
 TU1390.The epoch date for horizontal control is a decimal equivalence
 TU1390.of Year/Month/Day.
 TU1390
 TU1390.The orthometric height was scaled from a topographic map.
 TU1390
 TU1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1390
 TU1390.The geoid height was determined by GEOID03.
 TU1390
 TU1390;                    North         East     Units Scale Factor Converg.
 TU1390;SPC HI 3     -    17,819.689   509,861.614   MT  0.99999120   +0 02 04.5
 TU1390;UTM  04      - 2,358,797.773   613,563.243   MT  0.99975936   +0 23 53.9
 TU1390
 TU1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1390!SPC HI 3     -   0.99999676  x   0.99999120  =   0.99998796
 TU1390!UTM  04      -   0.99999676  x   0.99975936  =   0.99975612
 TU1390
 TU1390                          SUPERSEDED SURVEY CONTROL
 TU1390
 TU1390  NAD 83(1986)-  21 19 39.25433(N)    157 54 17.79310(W) AD(       ) 3
 TU1390  OLD HI      -  21 19 50.63400(N)    157 54 27.66700(W) AD(       ) 3
 TU1390
 TU1390.Superseded values are not recommended for survey control.
 TU1390.NGS no longer adjusts projects to the OLD HI datum.
 TU1390.See file dsdata.txt to determine how the superseded data were derived.
 TU1390
 TU1390_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1356358798(NAD 83)
 TU1390
 TU1390  HISTORY     - Date     Condition        Report By
 TU1390  HISTORY     - UNK      MONUMENTED
 TU1390  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1390  HISTORY     - 19990929 MARK NOT FOUND   USPSQD
 TU1390
 TU1390                          STATION DESCRIPTION
 TU1390
 TU1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1390'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED DESTROYED
 TU1390'BY CONSTRUCTION.  THE POINT WAS MARKED BY A PIPE IN THE GROUND
 TU1390'ACCORDING TO INFORMATION OBTAINED AT THE STATE OF HAWAII SURVEY
 TU1390'OFFICE.
 TU1390
 TU1390                          STATION RECOVERY (1999)
 TU1390
 TU1390'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1393 ***********************************************************************
 TU1393  DESIGNATION -  HONOLULU INTL APT CONT TWR BCN
 TU1393  PID         -  TU1393
 TU1393  STATE/COUNTY-  HI/HONOLULU
 TU1393  USGS QUAD   -  PEARL HARBOR (1983)
 TU1393
 TU1393                         *CURRENT SURVEY CONTROL
 TU1393  ___________________________________________________________________
 TU1393* NAD 83(1993)-  21 19 21.75729(N)    157 54 39.44545(W)     ADJUSTED  
 TU1393* LOCAL TIDAL -                                                        
 TU1393  ___________________________________________________________________
 TU1393  EPOCH DATE  -        1993.62
 TU1393  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 TU1393  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1393
 TU1393  HORZ ORDER  -  THIRD
 TU1393
 TU1393.This mark is at Honolulu International Airport  (HNL)
 TU1393
 TU1393.The horizontal coordinates were established by classical geodetic methods
 TU1393.and adjusted by the National Geodetic Survey in December 1998..
 TU1393.The horizontal coordinates are valid at the epoch date displayed above.
 TU1393.The epoch date for horizontal control is a decimal equivalence
 TU1393.of Year/Month/Day.
 TU1393
 TU1393
 TU1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1393
 TU1393.The geoid height was determined by GEOID03.
 TU1393
 TU1393;                    North         East     Units Scale Factor Converg.
 TU1393;SPC HI 3     -    17,279.630   509,237.694   MT  0.99999105   +0 01 56.6
 TU1393;UTM  04      - 2,358,253.891   612,942.909   MT  0.99975763   +0 23 45.7
 TU1393
 TU1393                          SUPERSEDED SURVEY CONTROL
 TU1393
 TU1393  NAD 83(1986)-  21 19 21.70634(N)    157 54 39.45503(W) AD(       ) 4
 TU1393  OLD HI      -  21 19 33.08500(N)    157 54 49.33000(W) AD(       ) 3
 TU1393
 TU1393.Superseded values are not recommended for survey control.
 TU1393.NGS no longer adjusts projects to the OLD HI datum.
 TU1393.See file dsdata.txt to determine how the superseded data were derived.
 TU1393
 TU1393_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1294358254(NAD 83)
 TU1393
 TU1393  HISTORY     - Date     Condition        Report By
 TU1393  HISTORY     - UNK      MONUMENTED
 TU1393  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1393  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1393  HISTORY     - 19951019 MARK NOT FOUND   USPSQD
 TU1393  HISTORY     - 19990929 MARK NOT FOUND   USPSQD
 TU1393
 TU1393                          STATION DESCRIPTION
 TU1393
 TU1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1393'STATION WAS RECOVERED.  IT IS THE OLD AIRPORT BEACON, A ROTATING,
 TU1393'ALTERNATE GREEN AND WHITE LIGHT, MOUNTED ON THE CENTER OF THE
 TU1393'ROOF OF THE OLD CONTROL TOWER, WHICH IS LOCATED ON THE ROOF OF
 TU1393'THE OLD HONOLULU INTERNATIONAL AIRPORT TERMINAL BUILDING.  THE
 TU1393'LIGHT IS ABOUT 40 FEET ABOVE ROOF OF TERMINAL BUILDING AND 80
 TU1393'FEET ABOVE GROUND.
 TU1393'
 TU1393'NOTE--SINCE THE NEW AIRPORT TERMINAL BUILDING AND CONTROL
 TU1393'TOWER BECAME OPERATIONAL IN 1962 THIS LIGHT IS NO LONGER USED.
 TU1393
 TU1393                          STATION RECOVERY (1966)
 TU1393
 TU1393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1393'THE CONTROL TOWER HAS BEEN REMOVED FROM THE OLD AIRPORT TERMINAL
 TU1393'BUILDING.  STATION IS DESTROYED.
 TU1393
 TU1393                          STATION RECOVERY (1995)
 TU1393
 TU1393'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1393'MARK NOT FOUND.
 TU1393
 TU1393                          STATION RECOVERY (1999)
 TU1393
 TU1393'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1399 ***********************************************************************
 TU1399  DESIGNATION -  HONOLULU INTL APT CONT TWR BCN
 TU1399  PID         -  TU1399
 TU1399  STATE/COUNTY-  HI/HONOLULU
 TU1399  USGS QUAD   -  PEARL HARBOR (1983)
 TU1399
 TU1399                         *CURRENT SURVEY CONTROL
 TU1399  ___________________________________________________________________
 TU1399* NAD 83(1993)-  21 19 55.37815(N)    157 55 11.32748(W)     ADJUSTED  
 TU1399* LOCAL TIDAL -                                                        
 TU1399  ___________________________________________________________________
 TU1399  EPOCH DATE  -        1993.62
 TU1399  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 TU1399  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1399
 TU1399  HORZ ORDER  -  THIRD
 TU1399
 TU1399.This mark is at Honolulu International Airport  (HNL)
 TU1399
 TU1399.The horizontal coordinates were established by classical geodetic methods
 TU1399.and adjusted by the National Geodetic Survey in December 1998..
 TU1399.The horizontal coordinates are valid at the epoch date displayed above.
 TU1399.The epoch date for horizontal control is a decimal equivalence
 TU1399.of Year/Month/Day.
 TU1399
 TU1399
 TU1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1399
 TU1399.The geoid height was determined by GEOID03.
 TU1399
 TU1399;                    North         East     Units Scale Factor Converg.
 TU1399;SPC HI 3     -    18,313.167   508,318.396   MT  0.99999085   +0 01 45.0
 TU1399;UTM  04      - 2,359,281.330   612,017.284   MT  0.99975505   +0 23 34.7
 TU1399
 TU1399                          SUPERSEDED SURVEY CONTROL
 TU1399
 TU1399  NAD 83(1986)-  21 19 55.32718(N)    157 55 11.33704(W) AD(       ) 4
 TU1399  OLD HI      -  21 20 06.71992(N)    157 55 21.21593(W) AD(       ) 3
 TU1399
 TU1399.Superseded values are not recommended for survey control.
 TU1399.NGS no longer adjusts projects to the OLD HI datum.
 TU1399.See file dsdata.txt to determine how the superseded data were derived.
 TU1399
 TU1399_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1201759281(NAD 83)
 TU1399_MARKER: 21 = AIRPORT BEACON
 TU1399
 TU1399  HISTORY     - Date     Condition        Report By
 TU1399  HISTORY     - 1964     FIRST OBSERVED   CGS
 TU1399  HISTORY     - 1978     GOOD             NGS
 TU1399  HISTORY     - 1984     GOOD             USCG
 TU1399  HISTORY     - 19951019 GOOD             USPSQD
 TU1399
 TU1399                          STATION DESCRIPTION
 TU1399
 TU1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1399'STATION IS THE STANDARD F.A.A. AIRPORT BEACON, WITH ROTATING
 TU1399'GREEN AND WHITE LIGHT, MOUNTED ABOVE THE CENTER OF THE ROOF
 TU1399'OF THE CONTROL TOWER, WHICH IS A TALL, ENCLOSED STRUCTURE RISING
 TU1399'ABOVE THE ROOF OF THE AIRPORT TERMINAL BUILDING.  THE LIGHT
 TU1399'IS 124 FEET ABOVE GROUND.
 TU1399'
 TU1399'LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF HONOLULU AT THE
 TU1399'HONOLULU INTERNATIONAL AIRPORT.
 TU1399
 TU1399                          STATION RECOVERY (1978)
 TU1399
 TU1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU1399'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TU1399
 TU1399                          STATION RECOVERY (1984)
 TU1399
 TU1399'RECOVERY NOTE BY US COAST GUARD 1984 (MAT)
 TU1399'STATION RECOVERED GOOD.
 TU1399'
 TU1399'THIS STATION WAS RECOVERED AS DESCRIBED IN 1964 AND IN GOOD
 TU1399'CONDITION.
 TU1399
 TU1399                          STATION RECOVERY (1995)
 TU1399
 TU1399'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1278 ***********************************************************************
 TU1278  DESIGNATION -  HONOLULU IOLANI PALACE FP
 TU1278  PID         -  TU1278
 TU1278  STATE/COUNTY-  HI/HONOLULU
 TU1278  USGS QUAD   -  HONOLULU (1983)
 TU1278
 TU1278                         *CURRENT SURVEY CONTROL
 TU1278  ___________________________________________________________________
 TU1278* NAD 83(1993)-  21 18 24.20067(N)    157 51 31.80781(W)     ADJUSTED  
 TU1278* LOCAL TIDAL -                                                        
 TU1278  ___________________________________________________________________
 TU1278  EPOCH DATE  -        1993.62
 TU1278  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 TU1278  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1278
 TU1278  HORZ ORDER  -  THIRD
 TU1278
 TU1278.The horizontal coordinates were established by classical geodetic methods
 TU1278.and adjusted by the National Geodetic Survey in December 1998..
 TU1278.The horizontal coordinates are valid at the epoch date displayed above.
 TU1278.The epoch date for horizontal control is a decimal equivalence
 TU1278.of Year/Month/Day.
 TU1278
 TU1278
 TU1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1278
 TU1278.The geoid height was determined by GEOID03.
 TU1278
 TU1278;                    North         East     Units Scale Factor Converg.
 TU1278;SPC HI 3     -    15,513.389   514,646.600   MT  0.99999265   +0 03 04.7
 TU1278;UTM  04      - 2,356,522.397   618,361.685   MT  0.99977312   +0 24 52.9
 TU1278
 TU1278                          SUPERSEDED SURVEY CONTROL
 TU1278
 TU1278  NAD 83(1986)-  21 18 24.14882(N)    157 51 31.81725(W) AD(       ) 4
 TU1278  OLD HI      -  21 18 35.53745(N)    157 51 41.69235(W) AD(       ) 3
 TU1278
 TU1278.Superseded values are not recommended for survey control.
 TU1278.NGS no longer adjusts projects to the OLD HI datum.
 TU1278.See file dsdata.txt to determine how the superseded data were derived.
 TU1278
 TU1278_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1836256522(NAD 83)
 TU1278
 TU1278  HISTORY     - Date     Condition        Report By
 TU1278  HISTORY     - 1969     MONUMENTED       CGS
 TU1278  HISTORY     - 1984     GOOD             USPSQD
 TU1278  HISTORY     - 19990927 GOOD             USPSQD
 TU1278  HISTORY     - 20060201 GOOD             USPSQD
 TU1278
 TU1278                          STATION DESCRIPTION
 TU1278
 TU1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1278'THE STATION IS THE FLAGPOLE ON TOP OF THE CENTER TOWER OF THE
 TU1278'PALACE, LOCATED 1 BLOCK NORTH OF THE INTERSECTION OF MILILANI
 TU1278'STREET AND S KING STREET.
 TU1278
 TU1278                          STATION RECOVERY (1984)
 TU1278
 TU1278'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1278'GOOD.  RECOVERED AS DESCRIBED AT MELANI AND S. KING ST.
 TU1278'NOTE-SURROUNDED BY HIGH BUILDINGS.
 TU1278
 TU1278                          STATION RECOVERY (1999)
 TU1278
 TU1278'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1278'RECOVERED IN GOOD CONDITION.
 TU1278
 TU1278                          STATION RECOVERY (2006)
 TU1278
 TU1278'RECOVERY NOTE BY US POWER SQUADRON 2006 (ML)
 TU1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1280 ***********************************************************************
 TU1280  DESIGNATION -  HONOLULU JUDICIARY BLDG FS
 TU1280  PID         -  TU1280
 TU1280  STATE/COUNTY-  HI/HONOLULU
 TU1280  USGS QUAD   -  HONOLULU (1983)
 TU1280
 TU1280                         *CURRENT SURVEY CONTROL
 TU1280  ___________________________________________________________________
 TU1280* NAD 83(1993)-  21 18 20.02943(N)    157 51 35.48071(W)     ADJUSTED  
 TU1280* LOCAL TIDAL -                                                        
 TU1280  ___________________________________________________________________
 TU1280  EPOCH DATE  -        1993.62
 TU1280  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 TU1280  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1280
 TU1280  HORZ ORDER  -  THIRD
 TU1280
 TU1280.The horizontal coordinates were established by classical geodetic methods
 TU1280.and adjusted by the National Geodetic Survey in December 1998..
 TU1280.The horizontal coordinates are valid at the epoch date displayed above.
 TU1280.The epoch date for horizontal control is a decimal equivalence
 TU1280.of Year/Month/Day.
 TU1280
 TU1280
 TU1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1280
 TU1280.The geoid height was determined by GEOID03.
 TU1280
 TU1280;                    North         East     Units Scale Factor Converg.
 TU1280;SPC HI 3     -    15,385.006   514,540.858   MT  0.99999261   +0 03 03.3
 TU1280;UTM  04      - 2,356,393.374   618,256.781   MT  0.99977281   +0 24 51.5
 TU1280
 TU1280                          SUPERSEDED SURVEY CONTROL
 TU1280
 TU1280  NAD 83(1986)-  21 18 19.97862(N)    157 51 35.49025(W) AD(       ) 4
 TU1280  OLD HI      -  21 18 31.37111(N)    157 51 45.36271(W) AD(       ) 3
 TU1280
 TU1280.Superseded values are not recommended for survey control.
 TU1280.NGS no longer adjusts projects to the OLD HI datum.
 TU1280.See file dsdata.txt to determine how the superseded data were derived.
 TU1280
 TU1280_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1825756393(NAD 83)
 TU1280
 TU1280  HISTORY     - Date     Condition        Report By
 TU1280  HISTORY     - UNK      MONUMENTED
 TU1280  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1280  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1280  HISTORY     - 19990927 GOOD             USPSQD
 TU1280  HISTORY     - 20060201 GOOD             USPSQD
 TU1280
 TU1280                          STATION DESCRIPTION
 TU1280
 TU1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1280'STATION WAS IDENTIFIED BY ANGLE AT PUNCHBOWL AND RECOVERED.
 TU1280'
 TU1280'LOCATED IN HONOLULU AT THE JUDICIARY BUILDING, ON THE TOP OF THE
 TU1280'SHORT TOWER ON THE ROOF OF THE BUILDING, ALONG THE KING STREET
 TU1280'SIDE.  THERE IS A CLOCK IN EACH OF THE 4 SIDES OF THE
 TU1280'TOWER.  STATION IS THE SHORT, WHITE FLAGPOLE.
 TU1280
 TU1280                          STATION RECOVERY (1969)
 TU1280
 TU1280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1280'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1280'DESCRIBED BY D. G. RUSHFORD IN 1964.
 TU1280
 TU1280                          STATION RECOVERY (1999)
 TU1280
 TU1280'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1280'RECOVERED IN GOOD CONDITION.
 TU1280
 TU1280                          STATION RECOVERY (2006)
 TU1280
 TU1280'RECOVERY NOTE BY US POWER SQUADRON 2006 (ML)
 TU1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1294 ***********************************************************************
 TU1294  DESIGNATION -  HONOLULU KALANIHUIA APT SHAFT
 TU1294  PID         -  TU1294
 TU1294  STATE/COUNTY-  HI/HONOLULU
 TU1294  USGS QUAD   -  HONOLULU (1983)
 TU1294
 TU1294                         *CURRENT SURVEY CONTROL
 TU1294  ___________________________________________________________________
 TU1294* NAD 83(1993)-  21 18 57.90591(N)    157 51 46.17286(W)     ADJUSTED  
 TU1294* LOCAL TIDAL -                                                        
 TU1294  ___________________________________________________________________
 TU1294  EPOCH DATE  -        1993.62
 TU1294  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 TU1294  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1294
 TU1294  HORZ ORDER  -  THIRD
 TU1294
 TU1294.The horizontal coordinates were established by classical geodetic methods
 TU1294.and adjusted by the National Geodetic Survey in December 1998..
 TU1294.The horizontal coordinates are valid at the epoch date displayed above.
 TU1294.The epoch date for horizontal control is a decimal equivalence
 TU1294.of Year/Month/Day.
 TU1294
 TU1294
 TU1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1294
 TU1294.The geoid height was determined by GEOID03.
 TU1294
 TU1294;                    North         East     Units Scale Factor Converg.
 TU1294;SPC HI 3     -    16,549.649   514,231.683   MT  0.99999250   +0 02 59.5
 TU1294;UTM  04      - 2,357,555.777   617,940.294   MT  0.99977189   +0 24 48.3
 TU1294
 TU1294                          SUPERSEDED SURVEY CONTROL
 TU1294
 TU1294  NAD 83(1986)-  21 18 57.85533(N)    157 51 46.18224(W) AD(       ) 4
 TU1294  OLD HI      -  21 19 09.24810(N)    157 51 56.05861(W) AD(       ) 3
 TU1294
 TU1294.Superseded values are not recommended for survey control.
 TU1294.NGS no longer adjusts projects to the OLD HI datum.
 TU1294.See file dsdata.txt to determine how the superseded data were derived.
 TU1294
 TU1294_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1794057556(NAD 83)
 TU1294
 TU1294  HISTORY     - Date     Condition        Report By
 TU1294  HISTORY     - 1969     MONUMENTED       CGS
 TU1294  HISTORY     - 19990927 GOOD             USPSQD
 TU1294
 TU1294                          STATION DESCRIPTION
 TU1294
 TU1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1294'THE STATION IS THE BASE OF A SHORT ROD IN THE TOP OF THE
 TU1294'ELEVATOR SHAFT.  THE BUILDING IS LOCATED AT 1220 AALA STREET
 TU1294'AND IT IS 15 FLOORS HIGH.
 TU1294
 TU1294                          STATION RECOVERY (1999)
 TU1294
 TU1294'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1321 ***********************************************************************
 TU1321  DESIGNATION -  HONOLULU KAPALAMA INCIN STACK
 TU1321  PID         -  TU1321
 TU1321  STATE/COUNTY-  HI/HONOLULU
 TU1321  USGS QUAD   -  HONOLULU (1983)
 TU1321
 TU1321                         *CURRENT SURVEY CONTROL
 TU1321  ___________________________________________________________________
 TU1321* NAD 83(1993)-  21 19 21.08276(N)    157 52 11.29796(W)     ADJUSTED  
 TU1321* LOCAL TIDAL -                                                        
 TU1321  ___________________________________________________________________
 TU1321  EPOCH DATE  -        1993.62
 TU1321  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 TU1321  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU1321
 TU1321  HORZ ORDER  -  THIRD
 TU1321
 TU1321.The horizontal coordinates were established by classical geodetic methods
 TU1321.and adjusted by the National Geodetic Survey in December 1998..
 TU1321.The horizontal coordinates are valid at the epoch date displayed above.
 TU1321.The epoch date for horizontal control is a decimal equivalence
 TU1321.of Year/Month/Day.
 TU1321
 TU1321
 TU1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1321
 TU1321.The geoid height was determined by GEOID03.
 TU1321
 TU1321;                    North         East     Units Scale Factor Converg.
 TU1321;SPC HI 3     -    17,261.854   513,507.009   MT  0.99999225   +0 02 50.4
 TU1321;UTM  04      - 2,358,263.211   617,211.277   MT  0.99976977   +0 24 39.6
 TU1321
 TU1321                          SUPERSEDED SURVEY CONTROL
 TU1321
 TU1321  NAD 83(1986)-  21 19 21.03213(N)    157 52 11.30689(W) AD(       ) 4
 TU1321  OLD HI      -  21 19 32.42499(N)    157 52 21.18467(W) AD(       ) 3
 TU1321
 TU1321.Superseded values are not recommended for survey control.
 TU1321.NGS no longer adjusts projects to the OLD HI datum.
 TU1321.See file dsdata.txt to determine how the superseded data were derived.
 TU1321
 TU1321_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1721158263(NAD 83)
 TU1321
 TU1321  HISTORY     - Date     Condition        Report By
 TU1321  HISTORY     - 1969     MONUMENTED       CGS
 TU1321  HISTORY     - 19990927 MARK NOT FOUND   USPSQD
 TU1321
 TU1321                          STATION DESCRIPTION
 TU1321
 TU1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1321'LOCATED AT KOKEA AND NORTH KING STREETS AT THE KAPALAMA DUMPING
 TU1321'AREA.  A TAN STACK 141 FEET HIGH.
 TU1321
 TU1321                          STATION RECOVERY (1999)
 TU1321
 TU1321'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1285 ***********************************************************************
 TU1285  DESIGNATION -  HONOLULU KEWALO BASIN KGU TWR
 TU1285  PID         -  TU1285
 TU1285  STATE/COUNTY-  HI/HONOLULU
 TU1285  USGS QUAD   -  HONOLULU (1983)
 TU1285
 TU1285                         *CURRENT SURVEY CONTROL
 TU1285  ___________________________________________________________________
 TU1285* NAD 83(1993)-  21 17 29.71417(N)    157 51 39.27781(W)     ADJUSTED  
 TU1285* LOCAL TIDAL -                                                        
 TU1285  ___________________________________________________________________
 TU1285  EPOCH DATE  -        1993.62
 TU1285  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TU1285  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1285
 TU1285  HORZ ORDER  -  THIRD
 TU1285
 TU1285.The horizontal coordinates were established by classical geodetic methods
 TU1285.and adjusted by the National Geodetic Survey in December 1998..
 TU1285.The horizontal coordinates are valid at the epoch date displayed above.
 TU1285.The epoch date for horizontal control is a decimal equivalence
 TU1285.of Year/Month/Day.
 TU1285
 TU1285
 TU1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1285
 TU1285.The geoid height was determined by GEOID03.
 TU1285
 TU1285;                    North         East     Units Scale Factor Converg.
 TU1285;SPC HI 3     -    13,837.434   514,432.785   MT  0.99999257   +0 03 01.8
 TU1285;UTM  04      - 2,354,845.489   618,158.545   MT  0.99977252   +0 24 49.2
 TU1285
 TU1285                          SUPERSEDED SURVEY CONTROL
 TU1285
 TU1285  NAD 83(1986)-  21 17 29.66331(N)    157 51 39.28709(W) AD(       ) 4
 TU1285  OLD HI      -  21 17 41.04865(N)    157 51 49.16768(W) AD(       ) 3
 TU1285
 TU1285.Superseded values are not recommended for survey control.
 TU1285.NGS no longer adjusts projects to the OLD HI datum.
 TU1285.See file dsdata.txt to determine how the superseded data were derived.
 TU1285
 TU1285_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1815954845(NAD 83)
 TU1285_MARKER: 56 = SKELETON TOWER
 TU1285
 TU1285  HISTORY     - Date     Condition        Report By
 TU1285  HISTORY     - UNK      FIRST OBSERVED
 TU1285  HISTORY     - 1961     GOOD             CGS
 TU1285  HISTORY     - 1964     GOOD             CGS
 TU1285  HISTORY     - 1969     GOOD             CGS
 TU1285  HISTORY     - 1984     GOOD             USPSQD
 TU1285
 TU1285                          STATION DESCRIPTION
 TU1285
 TU1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1285'IT IS THE TALL STRUCTURAL STEEL TOWER, PAINTED IN ALTERNATE
 TU1285'RED - WHITE SECTIONS, LOCATED ON THE WEST SIDE OF THE ENTRANCE
 TU1285'TO KEWALO BASIN.
 TU1285
 TU1285                          STATION RECOVERY (1964)
 TU1285
 TU1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1285'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A 4-LEGGED,
 TU1285'TAPERING, SKELETON-STEEL MAST, 275 FEET TALL AND PAINTED ALTERNATE
 TU1285'RED AND WHITE.
 TU1285'
 TU1285'LOCATED ABOUT 1 MILE SOUTH OF DOWNTOWN HONOLULU, ON THE NORTHWEST
 TU1285'SIDE OF ENTRANCE TO KEWALO BASIN BOAT HARBOR.
 TU1285
 TU1285                          STATION RECOVERY (1969)
 TU1285
 TU1285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1285'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1285
 TU1285                          STATION RECOVERY (1984)
 TU1285
 TU1285'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1285'GOOD.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1345 ***********************************************************************
 TU1345  DESIGNATION -  HONOLULU LIGHTHOUSE
 TU1345  PID         -  TU1345
 TU1345  STATE/COUNTY-  HI/HONOLULU
 TU1345  USGS QUAD   -  HONOLULU (1983)
 TU1345
 TU1345                         *CURRENT SURVEY CONTROL
 TU1345  ___________________________________________________________________
 TU1345* NAD 83(1993)-  21 18 06.06662(N)    157 52 07.35172(W)     ADJUSTED  
 TU1345* LOCAL TIDAL -                                                        
 TU1345  ___________________________________________________________________
 TU1345  EPOCH DATE  -        1993.62
 TU1345  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TU1345  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1345
 TU1345  HORZ ORDER  -  THIRD
 TU1345
 TU1345.The horizontal coordinates were established by classical geodetic methods
 TU1345.and adjusted by the National Geodetic Survey in December 1998..
 TU1345.The horizontal coordinates are valid at the epoch date displayed above.
 TU1345.The epoch date for horizontal control is a decimal equivalence
 TU1345.of Year/Month/Day.
 TU1345
 TU1345
 TU1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1345
 TU1345.The geoid height was determined by GEOID03.
 TU1345
 TU1345;                    North         East     Units Scale Factor Converg.
 TU1345;SPC HI 3     -    14,954.781   513,622.653   MT  0.99999229   +0 02 51.7
 TU1345;UTM  04      - 2,355,957.431   617,341.526   MT  0.99977015   +0 24 39.7
 TU1345
 TU1345                          SUPERSEDED SURVEY CONTROL
 TU1345
 TU1345  NAD 83(1986)-  21 18 06.01579(N)    157 52 07.36112(W) AD(       ) 4
 TU1345  OLD HI      -  21 18 17.40200(N)    157 52 17.23000(W) AD(       ) 3
 TU1345
 TU1345.Superseded values are not recommended for survey control.
 TU1345.NGS no longer adjusts projects to the OLD HI datum.
 TU1345.See file dsdata.txt to determine how the superseded data were derived.
 TU1345
 TU1345_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1734255957(NAD 83)
 TU1345
 TU1345  HISTORY     - Date     Condition        Report By
 TU1345  HISTORY     - UNK      MONUMENTED
 TU1345  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1345  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1345  HISTORY     - 19990928 MARK NOT FOUND   USPSQD
 TU1345
 TU1345                          STATION DESCRIPTION
 TU1345
 TU1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FJT)
 TU1345'STATION IS GONE.
 TU1345
 TU1345                          STATION RECOVERY (1995)
 TU1345
 TU1345'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1345'MARK NOT FOUND.
 TU1345
 TU1345                          STATION RECOVERY (1999)
 TU1345
 TU1345'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1293 ***********************************************************************
 TU1293  DESIGNATION -  HONOLULU LONGITUDE MON 1903
 TU1293  PID         -  TU1293
 TU1293  STATE/COUNTY-  HI/HONOLULU
 TU1293  USGS QUAD   -  HONOLULU (1983)
 TU1293
 TU1293                         *CURRENT SURVEY CONTROL
 TU1293  ___________________________________________________________________
 TU1293* NAD 83(1993)-  21 18 12.38737(N)    157 51 45.55652(W)     ADJUSTED  
 TU1293* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1293  ___________________________________________________________________
 TU1293  EPOCH DATE  -        1993.62
 TU1293  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 TU1293  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1293
 TU1293  HORZ ORDER  -  THIRD
 TU1293
 TU1293.The horizontal coordinates were established by classical geodetic methods
 TU1293.and adjusted by the National Geodetic Survey in December 1998..
 TU1293.The horizontal coordinates are valid at the epoch date displayed above.
 TU1293.The epoch date for horizontal control is a decimal equivalence
 TU1293.of Year/Month/Day.
 TU1293
 TU1293.The orthometric height was scaled from a topographic map.
 TU1293
 TU1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1293
 TU1293.The geoid height was determined by GEOID03.
 TU1293
 TU1293;                    North         East     Units Scale Factor Converg.
 TU1293;SPC HI 3     -    15,149.714   514,250.665   MT  0.99999251   +0 02 59.6
 TU1293;UTM  04      - 2,356,156.299   617,968.150   MT  0.99977197   +0 24 47.7
 TU1293
 TU1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1293!SPC HI 3     -   0.99999723  x   0.99999251  =   0.99998974
 TU1293!UTM  04      -   0.99999723  x   0.99977197  =   0.99976920
 TU1293
 TU1293                          SUPERSEDED SURVEY CONTROL
 TU1293
 TU1293  NAD 83(1986)-  21 18 12.33657(N)    157 51 45.56558(W) AD(       ) 3
 TU1293  OLD HI      -  21 18 23.71900(N)    157 51 55.44100(W) AD(       ) 3
 TU1293
 TU1293.Superseded values are not recommended for survey control.
 TU1293.NGS no longer adjusts projects to the OLD HI datum.
 TU1293.See file dsdata.txt to determine how the superseded data were derived.
 TU1293
 TU1293_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1796856156(NAD 83)
 TU1293
 TU1293  HISTORY     - Date     Condition        Report By
 TU1293  HISTORY     - 1903     MONUMENTED       CGS
 TU1293  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1293  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1293  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1293
 TU1293                          STATION DESCRIPTION
 TU1293
 TU1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1903 (ES)
 TU1293'IN THE GROUNDS OF THE UNITED STATES NAVY STATION, 88.97 METERS
 TU1293'(291.9 FEET) NORTH AND 505.97 METERS (1,660.0 FEET) EAST OF
 TU1293'HARBOR LIGHT.  STATION MARKED BY A CONCRETE PIER 14 BY 26
 TU1293'INCHES IN CROSS SECTION, AND 3 FEET HIGH, RESTING ON A
 TU1293'CONCRETE FOUNDATION 3 BY 4 FEET IN CROSS SECTION, WHICH IN
 TU1293'TURN RESTS UPON CORAL ROCK 2-1/2 FEET BELOW SURFACE OF
 TU1293'GROUND.  NORTH OF THE CENTER OF THE PIER, AND 3.435 METERS
 TU1293'(11.27 FEET) THEREFROM IS A GALVANIZED IRON PIPE 2-1/2 FEET
 TU1293'LONG SET IN CEMENT, WITH ITS CENTER MARKED BY A COPPER BOLT.
 TU1293
 TU1293                          STATION RECOVERY (1952)
 TU1293
 TU1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1293'THIS STATION IS IN A BUILT-UP PART OF THE CITY AND IS PRESUMED
 TU1293'TO BE GONE.
 TU1293
 TU1293                          STATION RECOVERY (1964)
 TU1293
 TU1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1293'SEARCHED FOR BUT NOT FOUND.  STATION WAS LOCATED ON PROPERTY
 TU1293'THAT HAS BEEN A MILITARY RESERVATION FOR MANY YEARS.  THERE IS
 TU1293'A LARGE BARRACKS VERY NEAR WHERE THE STATION WAS.  STATION
 TU1293'WAS PROBABLY DESTROYED BY CONSTRUCTION.
 TU1293
 TU1293                          STATION RECOVERY (1999)
 TU1293
 TU1293'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1287 ***********************************************************************
 TU1287  DESIGNATION -  HONOLULU MALUHIA HOSP FLAGPOLE
 TU1287  PID         -  TU1287
 TU1287  STATE/COUNTY-  HI/HONOLULU
 TU1287  USGS QUAD   -  HONOLULU (1983)
 TU1287
 TU1287                         *CURRENT SURVEY CONTROL
 TU1287  ___________________________________________________________________
 TU1287* NAD 83(1993)-  21 19 45.58492(N)    157 51 40.31243(W)     ADJUSTED  
 TU1287* LOCAL TIDAL -                                                        
 TU1287  ___________________________________________________________________
 TU1287  EPOCH DATE  -        1993.62
 TU1287  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 TU1287  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1287
 TU1287  HORZ ORDER  -  THIRD
 TU1287
 TU1287.The horizontal coordinates were established by classical geodetic methods
 TU1287.and adjusted by the National Geodetic Survey in December 1998..
 TU1287.The horizontal coordinates are valid at the epoch date displayed above.
 TU1287.The epoch date for horizontal control is a decimal equivalence
 TU1287.of Year/Month/Day.
 TU1287
 TU1287
 TU1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1287
 TU1287.The geoid height was determined by GEOID03.
 TU1287
 TU1287;                    North         East     Units Scale Factor Converg.
 TU1287;SPC HI 3     -    18,016.197   514,399.284   MT  0.99999256   +0 03 01.8
 TU1287;UTM  04      - 2,359,023.035   618,098.549   MT  0.99977235   +0 24 51.3
 TU1287
 TU1287                          SUPERSEDED SURVEY CONTROL
 TU1287
 TU1287  NAD 83(1986)-  21 19 45.53451(N)    157 51 40.32189(W) AD(       ) 4
 TU1287  OLD HI      -  21 19 56.92939(N)    157 51 50.19815(W) AD(       ) 3
 TU1287
 TU1287.Superseded values are not recommended for survey control.
 TU1287.NGS no longer adjusts projects to the OLD HI datum.
 TU1287.See file dsdata.txt to determine how the superseded data were derived.
 TU1287
 TU1287_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1809959023(NAD 83)
 TU1287
 TU1287  HISTORY     - Date     Condition        Report By
 TU1287  HISTORY     - 1969     MONUMENTED       CGS
 TU1287
 TU1287                          STATION DESCRIPTION
 TU1287
 TU1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1287'LOCATED IN THE 1000 BLOCK OF HALA DRIVE IN HONOLULU, ABOUT 150
 TU1287'YARDS EAST OF TRIANGULATION STATION KALAEPOHAKU.  THE POINT
 TU1287'INTERSECTED IS THE FLAGPOLE ON TOP OF THE ELEVATOR SHAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1255 ***********************************************************************
 TU1255  DESIGNATION -  HONOLULU MCKINLEY HSCH ADM CUP
 TU1255  PID         -  TU1255
 TU1255  STATE/COUNTY-  HI/HONOLULU
 TU1255  USGS QUAD   -  HONOLULU (1983)
 TU1255
 TU1255                         *CURRENT SURVEY CONTROL
 TU1255  ___________________________________________________________________
 TU1255* NAD 83(1993)-  21 17 56.61704(N)    157 50 53.36583(W)     ADJUSTED  
 TU1255* LOCAL TIDAL -                                                        
 TU1255  ___________________________________________________________________
 TU1255  EPOCH DATE  -        1993.62
 TU1255  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 TU1255  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1255
 TU1255  HORZ ORDER  -  THIRD
 TU1255
 TU1255.The horizontal coordinates were established by classical geodetic methods
 TU1255.and adjusted by the National Geodetic Survey in December 1998..
 TU1255.The horizontal coordinates are valid at the epoch date displayed above.
 TU1255.The epoch date for horizontal control is a decimal equivalence
 TU1255.of Year/Month/Day.
 TU1255
 TU1255
 TU1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1255
 TU1255.The geoid height was determined by GEOID03.
 TU1255
 TU1255;                    North         East     Units Scale Factor Converg.
 TU1255;SPC HI 3     -    14,666.068   515,755.355   MT  0.99999307   +0 03 18.6
 TU1255;UTM  04      - 2,355,682.307   619,475.547   MT  0.99977639   +0 25 06.4
 TU1255
 TU1255                          SUPERSEDED SURVEY CONTROL
 TU1255
 TU1255  NAD 83(1986)-  21 17 56.56654(N)    157 50 53.37513(W) AD(       ) 4
 TU1255  OLD HI      -  21 18 07.95710(N)    157 51 03.24918(W) AD(       ) 3
 TU1255
 TU1255.Superseded values are not recommended for survey control.
 TU1255.NGS no longer adjusts projects to the OLD HI datum.
 TU1255.See file dsdata.txt to determine how the superseded data were derived.
 TU1255
 TU1255_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1947655682(NAD 83)
 TU1255
 TU1255  HISTORY     - Date     Condition        Report By
 TU1255  HISTORY     - 1969     MONUMENTED       CGS
 TU1255  HISTORY     - 19990526 GOOD             USPSQD
 TU1255
 TU1255                          STATION DESCRIPTION
 TU1255
 TU1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1255'LOCATED IN HONOLULU AT THE INTERSECTION OF KING STREET AND
 TU1255'PENSACOLA STREET.  THE STATION IS THE SPIRE ON THE ADMINISTRATION
 TU1255'BUILDING CUPOLA OF MC KINLEY HIGH SCHOOL.
 TU1255
 TU1255                          STATION RECOVERY (1999)
 TU1255
 TU1255'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1402 ***********************************************************************
 TU1402  DESIGNATION -  HONOLULU MOANALUA WATER TANK
 TU1402  PID         -  TU1402
 TU1402  STATE/COUNTY-  HI/HONOLULU
 TU1402  USGS QUAD   -  PEARL HARBOR (1983)
 TU1402
 TU1402                         *CURRENT SURVEY CONTROL
 TU1402  ___________________________________________________________________
 TU1402* NAD 83(1993)-  21 21 02.04682(N)    157 55 30.65831(W)     ADJUSTED  
 TU1402* LOCAL TIDAL -                                                        
 TU1402  ___________________________________________________________________
 TU1402  EPOCH DATE  -        1993.62
 TU1402  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 TU1402  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1402
 TU1402  HORZ ORDER  -  THIRD
 TU1402
 TU1402.The horizontal coordinates were established by classical geodetic methods
 TU1402.and adjusted by the National Geodetic Survey in December 1998..
 TU1402.The horizontal coordinates are valid at the epoch date displayed above.
 TU1402.The epoch date for horizontal control is a decimal equivalence
 TU1402.of Year/Month/Day.
 TU1402
 TU1402
 TU1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1402
 TU1402.The geoid height was determined by GEOID03.
 TU1402
 TU1402;                    North         East     Units Scale Factor Converg.
 TU1402;SPC HI 3     -    20,363.333   507,760.383   MT  0.99999074   +0 01 38.1
 TU1402;UTM  04      - 2,361,327.427   611,446.395   MT  0.99975348   +0 23 28.9
 TU1402
 TU1402                          SUPERSEDED SURVEY CONTROL
 TU1402
 TU1402  NAD 83(1986)-  21 21 01.99589(N)    157 55 30.66828(W) AD(       ) 4
 TU1402  OLD HI      -  21 21 13.39609(N)    157 55 40.53512(W) AD(       ) 3
 TU1402
 TU1402.Superseded values are not recommended for survey control.
 TU1402.NGS no longer adjusts projects to the OLD HI datum.
 TU1402.See file dsdata.txt to determine how the superseded data were derived.
 TU1402
 TU1402_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1144661327(NAD 83)
 TU1402
 TU1402  HISTORY     - Date     Condition        Report By
 TU1402  HISTORY     - UNK      MONUMENTED
 TU1402  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1402  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1402  HISTORY     - 1983     GOOD             USCG
 TU1402
 TU1402                          STATION DESCRIPTION
 TU1402
 TU1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1402'STATION WAS IDENTIFIED BY ANGLE CHECK FROM STATION EWA CHURCH,
 TU1402'AND RECOVERED.
 TU1402'
 TU1402'LOCATED ABOUT 5 MILES NORTHWEST OF CENTER OF HONOLULU AND 1 MILE
 TU1402'WEST OF SALT LAKE.  ALONG THE SOUTHWEST SIDE OF SALT LAKE
 TU1402'BLVD. AND IN THE SOUTH ANGLE OF THE INERSECTION OF MALUNA STREET
 TU1402'AND SALT LAKE BLVD., ON A PROMINENT RISE.
 TU1402'
 TU1402'STATION IS A MODERNISTIC, ELEVATED, WATER TANK, 70 FEET HIGH AND
 TU1402'PAINTED DARK GREEN.  IT IS SOUTHWEST ACROSS THE BOULEVARD FROM
 TU1402'A LARGE, TAN, CONCRETE, WATER RESERVOIR.
 TU1402
 TU1402                          STATION RECOVERY (1969)
 TU1402
 TU1402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1402'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1402
 TU1402                          STATION RECOVERY (1983)
 TU1402
 TU1402'RECOVERY NOTE BY US COAST GUARD 1983 (MAT)
 TU1402'STATION RECOVERED GOOD.
 TU1402'
 TU1402'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1402'STILL PAINTED GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1213 ***********************************************************************
 TU1213  DESIGNATION -  HONOLULU MOILIILI BUDDHIST CH
 TU1213  PID         -  TU1213
 TU1213  STATE/COUNTY-  HI/HONOLULU
 TU1213  USGS QUAD   -  HONOLULU (1983)
 TU1213
 TU1213                         *CURRENT SURVEY CONTROL
 TU1213  ___________________________________________________________________
 TU1213* NAD 83(1993)-  21 17 28.12938(N)    157 49 22.95950(W)     ADJUSTED  
 TU1213* LOCAL TIDAL -                                                        
 TU1213  ___________________________________________________________________
 TU1213  EPOCH DATE  -        1993.62
 TU1213  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 TU1213  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1213
 TU1213  HORZ ORDER  -  THIRD
 TU1213
 TU1213.The horizontal coordinates were established by classical geodetic methods
 TU1213.and adjusted by the National Geodetic Survey in December 1998..
 TU1213.The horizontal coordinates are valid at the epoch date displayed above.
 TU1213.The epoch date for horizontal control is a decimal equivalence
 TU1213.of Year/Month/Day.
 TU1213
 TU1213
 TU1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1213
 TU1213.The geoid height was determined by GEOID03.
 TU1213
 TU1213;                    North         East     Units Scale Factor Converg.
 TU1213;SPC HI 3     -    13,792.628   518,362.078   MT  0.99999416   +0 03 51.3
 TU1213;UTM  04      - 2,354,825.593   622,087.198   MT  0.99978419   +0 25 38.7
 TU1213
 TU1213                          SUPERSEDED SURVEY CONTROL
 TU1213
 TU1213  NAD 83(1986)-  21 17 28.07965(N)    157 49 22.96946(W) AD(       ) 4
 TU1213  OLD HI      -  21 17 39.47113(N)    157 49 32.84181(W) AD(       ) 3
 TU1213
 TU1213.Superseded values are not recommended for survey control.
 TU1213.NGS no longer adjusts projects to the OLD HI datum.
 TU1213.See file dsdata.txt to determine how the superseded data were derived.
 TU1213
 TU1213_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2208754826(NAD 83)
 TU1213
 TU1213  HISTORY     - Date     Condition        Report By
 TU1213  HISTORY     - 1969     MONUMENTED       CGS
 TU1213  HISTORY     - 19990323 GOOD             USPSQD
 TU1213
 TU1213                          STATION DESCRIPTION
 TU1213
 TU1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1213'THE STATION IS THE TOP OF THE SPIRE OF A CREAM-COLORED
 TU1213'TOWER.
 TU1213'
 TU1213'THE TOWER IS LOCATED AT 902 UNIVERSITY AVENUE, AND THE TOTAL
 TU1213'HEIGHT IS ABOUT 60 FEET.
 TU1213
 TU1213                          STATION RECOVERY (1999)
 TU1213
 TU1213'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1234 ***********************************************************************
 TU1234  DESIGNATION -  HONOLULU MORMON CHURCH SPIRE
 TU1234  PID         -  TU1234
 TU1234  STATE/COUNTY-  HI/HONOLULU
 TU1234  USGS QUAD   -  HONOLULU (1983)
 TU1234
 TU1234                         *CURRENT SURVEY CONTROL
 TU1234  ___________________________________________________________________
 TU1234* NAD 83(1993)-  21 17 59.18870(N)    157 50 10.67601(W)     ADJUSTED  
 TU1234* LOCAL TIDAL -                                                        
 TU1234  ___________________________________________________________________
 TU1234  EPOCH DATE  -        1993.62
 TU1234  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 TU1234  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1234
 TU1234  HORZ ORDER  -  THIRD
 TU1234
 TU1234.The horizontal coordinates were established by classical geodetic methods
 TU1234.and adjusted by the National Geodetic Survey in December 1998..
 TU1234.The horizontal coordinates are valid at the epoch date displayed above.
 TU1234.The epoch date for horizontal control is a decimal equivalence
 TU1234.of Year/Month/Day.
 TU1234
 TU1234
 TU1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1234
 TU1234.The geoid height was determined by GEOID03.
 TU1234
 TU1234;                    North         East     Units Scale Factor Converg.
 TU1234;SPC HI 3     -    14,746.391   516,985.702   MT  0.99999356   +0 03 34.1
 TU1234;UTM  04      - 2,355,770.411   620,705.096   MT  0.99978004   +0 25 21.9
 TU1234
 TU1234                          SUPERSEDED SURVEY CONTROL
 TU1234
 TU1234  NAD 83(1986)-  21 17 59.13812(N)    157 50 10.68534(W) AD(       ) 4
 TU1234  OLD HI      -  21 18 10.53013(N)    157 50 20.55844(W) AD(       ) 3
 TU1234
 TU1234.Superseded values are not recommended for survey control.
 TU1234.NGS no longer adjusts projects to the OLD HI datum.
 TU1234.See file dsdata.txt to determine how the superseded data were derived.
 TU1234
 TU1234_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2070555770(NAD 83)
 TU1234
 TU1234  HISTORY     - Date     Condition        Report By
 TU1234  HISTORY     - UNK      MONUMENTED
 TU1234  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1234  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1234  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1234  HISTORY     - 19990422 GOOD             USPSQD
 TU1234
 TU1234                          STATION DESCRIPTION
 TU1234
 TU1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1234'THE STATION IS THE CENTER OF THE WHITE CONCRETE TOWER SURMOUNTED
 TU1234'BY A FILIGREED METAL TOP LOCATED ON THE MORMON CHURCH AT THE
 TU1234'NORTHEAST CORNER OF THE INTERSECTION OF KALAKAUA AND SOUTH
 TU1234'BERETANIA STREETS IN HONOLULU.
 TU1234
 TU1234                          STATION RECOVERY (1964)
 TU1234
 TU1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1234'STATION WAS IDENTIFIED BY CHECK ANGLE AT STATION KAIMUKI AND
 TU1234'RECOVERED.
 TU1234'
 TU1234'LOCATED AT THE INTERSECTION OF KALAKAUA AVE. AND BERETANIA STREET
 TU1234'IN HONOLULU, AT THE HONOLULU STAKE TABERNACLE MORMON CHURCH.
 TU1234'
 TU1234'STATION IS THE TALL, SLENDER, WHITE TOWER RISING ABOVE THE
 TU1234'MAIN TABERNACLE BUILDINGS.  THE FIRST SECTION OF THE TOWER IS
 TU1234'SQUARE.  THE SECOND SECTION IS SMALLER IN CROSS-SECTION AND IS
 TU1234'OF OPEN, CONCRETE CONSTRUCTION.  THE TOP SECTION IS OCTAGONAL,
 TU1234'COMPOSED OF SMALL, GLASS PANES, AND IS VERY SLENDER.  THE SPIRE
 TU1234'IS TOPPED BY A METAL STAFF WITH 3 WROUGHT-IRON CIRCLES MOUNTED
 TU1234'ON IT.  TOP OF SPIRE IS ABOUT 125 FEET ABOVE GROUND.
 TU1234
 TU1234                          STATION RECOVERY (1969)
 TU1234
 TU1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1234'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1234
 TU1234                          STATION RECOVERY (1999)
 TU1234
 TU1234'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1251 ***********************************************************************
 TU1251  DESIGNATION -  HONOLULU NATIONAL CEMETERY FP
 TU1251  PID         -  TU1251
 TU1251  STATE/COUNTY-  HI/HONOLULU
 TU1251  USGS QUAD   -  HONOLULU (1983)
 TU1251
 TU1251                         *CURRENT SURVEY CONTROL
 TU1251  ___________________________________________________________________
 TU1251* NAD 83(1993)-  21 18 42.72387(N)    157 50 42.71100(W)     ADJUSTED  
 TU1251* LOCAL TIDAL -                                                        
 TU1251  ___________________________________________________________________
 TU1251  EPOCH DATE  -        1993.62
 TU1251  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 TU1251  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1251
 TU1251  HORZ ORDER  -  THIRD
 TU1251
 TU1251.The horizontal coordinates were established by classical geodetic methods
 TU1251.and adjusted by the National Geodetic Survey in December 1998..
 TU1251.The horizontal coordinates are valid at the epoch date displayed above.
 TU1251.The epoch date for horizontal control is a decimal equivalence
 TU1251.of Year/Month/Day.
 TU1251
 TU1251
 TU1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1251
 TU1251.The geoid height was determined by GEOID03.
 TU1251
 TU1251;                    North         East     Units Scale Factor Converg.
 TU1251;SPC HI 3     -    16,084.410   516,061.062   MT  0.99999319   +0 03 22.5
 TU1251;UTM  04      - 2,357,102.252   619,772.188   MT  0.99977727   +0 25 11.1
 TU1251
 TU1251                          SUPERSEDED SURVEY CONTROL
 TU1251
 TU1251  NAD 83(1986)-  21 18 42.67349(N)    157 50 42.72080(W) AD(       ) 4
 TU1251  OLD HI      -  21 18 54.06699(N)    157 50 52.59469(W) AD(       ) 3
 TU1251
 TU1251.Superseded values are not recommended for survey control.
 TU1251.NGS no longer adjusts projects to the OLD HI datum.
 TU1251.See file dsdata.txt to determine how the superseded data were derived.
 TU1251
 TU1251_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1977257102(NAD 83)
 TU1251
 TU1251  HISTORY     - Date     Condition        Report By
 TU1251  HISTORY     - 1969     MONUMENTED       CGS
 TU1251  HISTORY     - 1984     GOOD             USPSQD
 TU1251  HISTORY     - 19951018 GOOD             USPSQD
 TU1251  HISTORY     - 19990527 GOOD             USPSQD
 TU1251  HISTORY     - 20060201 GOOD             USPSQD
 TU1251
 TU1251                          STATION DESCRIPTION
 TU1251
 TU1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1251'THE STATION IS THE GOLD BALL ON THE TOP OF THE FLAGPOLE, WHICH IS
 TU1251'LOCATED ABOUT 200 FEET NORTHWEST OF THE ENTRANCE GATE TO THE
 TU1251'NATIONAL MEMORIAL CEMETERY OF THE PACIFIC.  THE CEMETERY IS IN
 TU1251'THE PUNCHBOWL CRATER IN HONOLULU AND THE POLE IS 70 FEET HIGH.
 TU1251
 TU1251                          STATION RECOVERY (1984)
 TU1251
 TU1251'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1251'GOOD.  RECOVERED AS DESCRIBED.
 TU1251
 TU1251                          STATION RECOVERY (1995)
 TU1251
 TU1251'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1251'RECOVERED IN GOOD CONDITION.
 TU1251
 TU1251                          STATION RECOVERY (1999)
 TU1251
 TU1251'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1251'RECOVERED IN GOOD CONDITION.
 TU1251
 TU1251                          STATION RECOVERY (2006)
 TU1251
 TU1251'RECOVERY NOTE BY US POWER SQUADRON 2006 (ML)
 TU1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1271 ***********************************************************************
 TU1271  DESIGNATION -  HONOLULU NEW CITY HALL CUPOLA
 TU1271  PID         -  TU1271
 TU1271  STATE/COUNTY-  HI/HONOLULU
 TU1271  USGS QUAD   -  HONOLULU (1983)
 TU1271
 TU1271                         *CURRENT SURVEY CONTROL
 TU1271  ___________________________________________________________________
 TU1271* NAD 83(1993)-  21 18 19.55351(N)    157 51 25.68655(W)     ADJUSTED  
 TU1271* LOCAL TIDAL -                                                        
 TU1271  ___________________________________________________________________
 TU1271  EPOCH DATE  -        1993.62
 TU1271  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 TU1271  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1271
 TU1271  HORZ ORDER  -  THIRD
 TU1271
 TU1271.The horizontal coordinates were established by classical geodetic methods
 TU1271.and adjusted by the National Geodetic Survey in December 1998..
 TU1271.The horizontal coordinates are valid at the epoch date displayed above.
 TU1271.The epoch date for horizontal control is a decimal equivalence
 TU1271.of Year/Month/Day.
 TU1271
 TU1271
 TU1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1271
 TU1271.The geoid height was determined by GEOID03.
 TU1271
 TU1271;                    North         East     Units Scale Factor Converg.
 TU1271;SPC HI 3     -    15,370.622   514,823.151   MT  0.99999271   +0 03 06.9
 TU1271;UTM  04      - 2,356,380.783   618,539.098   MT  0.99977364   +0 24 55.1
 TU1271
 TU1271                          SUPERSEDED SURVEY CONTROL
 TU1271
 TU1271  NAD 83(1986)-  21 18 19.50265(N)    157 51 25.69598(W) AD(       ) 4
 TU1271  OLD HI      -  21 18 30.89427(N)    157 51 35.57105(W) AD(       ) 3
 TU1271
 TU1271.Superseded values are not recommended for survey control.
 TU1271.NGS no longer adjusts projects to the OLD HI datum.
 TU1271.See file dsdata.txt to determine how the superseded data were derived.
 TU1271
 TU1271_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1853956381(NAD 83)
 TU1271
 TU1271  HISTORY     - Date     Condition        Report By
 TU1271  HISTORY     - 1931     MONUMENTED       CGS
 TU1271  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1271  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1271  HISTORY     - 19990927 GOOD             USPSQD
 TU1271
 TU1271                          STATION DESCRIPTION
 TU1271
 TU1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU1271'CENTER OF HIGHEST TOWER OF THE NEW CITY HALL, SITUATED AT
 TU1271'PUNCHBOWL AND S. KING STREETS, HONOLULU,
 TU1271
 TU1271                          STATION RECOVERY (1964)
 TU1271
 TU1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1271'STATION WAS RECOVERED.
 TU1271'
 TU1271'LOCATED IN HONOLULU, AT SOUTHEAST SIDE OF PUNCHBOWL STREET,
 TU1271'BETWEEN KING AND HOTEL STREETS.  A SQUARE, TAN COLORED TOWER
 TU1271'RISING ABOVE THE ROOF-LINE OF THE CITY HALL BUILDING.  THE TOP
 TU1271'SECTION OF THE TOWER IS OCTAGONAL AND HAS A LOW, CONICAL, RED
 TU1271'ROOF.
 TU1271
 TU1271                          STATION RECOVERY (1969)
 TU1271
 TU1271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1271'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1271'DESCRIBED BY D. G. RUSHFORD IN 1964.
 TU1271
 TU1271                          STATION RECOVERY (1999)
 TU1271
 TU1271'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1290 ***********************************************************************
 TU1290  DESIGNATION -  HONOLULU NEW INCINERATOR STACK
 TU1290  PID         -  TU1290
 TU1290  STATE/COUNTY-  HI/HONOLULU
 TU1290  USGS QUAD   -  HONOLULU (1983)
 TU1290
 TU1290                         *CURRENT SURVEY CONTROL
 TU1290  ___________________________________________________________________
 TU1290* NAD 83(1993)-  21 17 36.91832(N)    157 51 42.27826(W)     ADJUSTED  
 TU1290* LOCAL TIDAL -                                                        
 TU1290  ___________________________________________________________________
 TU1290  EPOCH DATE  -        1993.62
 TU1290  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 TU1290  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1290
 TU1290  HORZ ORDER  -  THIRD
 TU1290
 TU1290.The horizontal coordinates were established by classical geodetic methods
 TU1290.and adjusted by the National Geodetic Survey in December 1998..
 TU1290.The horizontal coordinates are valid at the epoch date displayed above.
 TU1290.The epoch date for horizontal control is a decimal equivalence
 TU1290.of Year/Month/Day.
 TU1290
 TU1290
 TU1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1290
 TU1290.The geoid height was determined by GEOID03.
 TU1290
 TU1290;                    North         East     Units Scale Factor Converg.
 TU1290;SPC HI 3     -    14,058.926   514,346.106   MT  0.99999254   +0 03 00.7
 TU1290;UTM  04      - 2,355,066.378   618,070.483   MT  0.99977227   +0 24 48.2
 TU1290
 TU1290                          SUPERSEDED SURVEY CONTROL
 TU1290
 TU1290  NAD 83(1986)-  21 17 36.86742(N)    157 51 42.28727(W) AD(       ) 4
 TU1290  OLD HI      -  21 17 48.25451(N)    157 51 52.16170(W) AD(       ) 3
 TU1290
 TU1290.Superseded values are not recommended for survey control.
 TU1290.NGS no longer adjusts projects to the OLD HI datum.
 TU1290.See file dsdata.txt to determine how the superseded data were derived.
 TU1290
 TU1290_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1807055066(NAD 83)
 TU1290
 TU1290  HISTORY     - Date     Condition        Report By
 TU1290  HISTORY     - 1964     MONUMENTED       CGS
 TU1290  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1290  HISTORY     - 1984     GOOD             USPSQD
 TU1290  HISTORY     - 19990926 GOOD             USPSQD
 TU1290
 TU1290                          STATION DESCRIPTION
 TU1290
 TU1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1290'STATION IS THE LARGE, PALE GREEN STACK AT THE CITY OF HONOLULU
 TU1290'INCINERATOR PLANT.  LOCATED ABOUT 3/4 MILE SOUTH OF THE FEDERAL
 TU1290'BUILDING IN HONOLULU AND 0.2 MILE NORTHWEST OF THE ENTRANCE OF
 TU1290'KEWALO BASIN, IN THE EAST ANGLE OF THE INTERSECTION OF OLOMEHANI
 TU1290'STREET AND OHE STREET, AND ABOUT 720 FEET NORTHWEST OF OLD
 TU1290'INCINERATOR SITE.  TOP OF STACK IS 150 FEET ABOVE MEAN SEA
 TU1290'LEVEL.  POINT INTERSECTED WAS CENTER OF STACK.
 TU1290
 TU1290                          STATION RECOVERY (1969)
 TU1290
 TU1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1290'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1290'DESCRIBED.
 TU1290
 TU1290                          STATION RECOVERY (1984)
 TU1290
 TU1290'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1290'GOOD.  RECOVERED AS DESCRIBED GREEN PAINT VERY FADED.
 TU1290
 TU1290                          STATION RECOVERY (1999)
 TU1290
 TU1290'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1193 ***********************************************************************
 TU1193  DESIGNATION -  HONOLULU RADIO STA KAIM TOWER
 TU1193  PID         -  TU1193
 TU1193  STATE/COUNTY-  HI/HONOLULU
 TU1193  USGS QUAD   -  HONOLULU (1983)
 TU1193
 TU1193                         *CURRENT SURVEY CONTROL
 TU1193  ___________________________________________________________________
 TU1193* NAD 83(1993)-  21 16 56.33373(N)    157 47 58.34965(W)     ADJUSTED  
 TU1193* LOCAL TIDAL -                                                        
 TU1193  ___________________________________________________________________
 TU1193  EPOCH DATE  -        1993.62
 TU1193  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 TU1193  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1193
 TU1193  HORZ ORDER  -  THIRD
 TU1193
 TU1193.The horizontal coordinates were established by classical geodetic methods
 TU1193.and adjusted by the National Geodetic Survey in December 1998..
 TU1193.The horizontal coordinates are valid at the epoch date displayed above.
 TU1193.The epoch date for horizontal control is a decimal equivalence
 TU1193.of Year/Month/Day.
 TU1193
 TU1193
 TU1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1193
 TU1193.The geoid height was determined by GEOID03.
 TU1193
 TU1193;                    North         East     Units Scale Factor Converg.
 TU1193;SPC HI 3     -    12,817.650   520,802.125   MT  0.99999535   +0 04 21.9
 TU1193;UTM  04      - 2,353,866.296   624,532.868   MT  0.99979164   +0 26 08.8
 TU1193
 TU1193                          SUPERSEDED SURVEY CONTROL
 TU1193
 TU1193  NAD 83(1986)-  21 16 56.28333(N)    157 47 58.35814(W) AD(       ) 4
 TU1193  OLD HI      -  21 17 07.67118(N)    157 48 08.23102(W) AD(       ) 3
 TU1193
 TU1193.Superseded values are not recommended for survey control.
 TU1193.NGS no longer adjusts projects to the OLD HI datum.
 TU1193.See file dsdata.txt to determine how the superseded data were derived.
 TU1193
 TU1193_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2453353866(NAD 83)
 TU1193
 TU1193  HISTORY     - Date     Condition        Report By
 TU1193  HISTORY     - UNK      MONUMENTED
 TU1193  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1193  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1193  HISTORY     - 19990422 MARK NOT FOUND   USPSQD
 TU1193
 TU1193                          STATION DESCRIPTION
 TU1193
 TU1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1193'STATION WAS IDENTIFIED BY ANGLE AT STATION KAIMUKI AND
 TU1193'RECOVERED.
 TU1193'
 TU1193'LOCATED IN THE KAIMUKI DISTRICT OF HONOLULU, BEHIND THE
 TU1193'KAIMUKI BOWL BUILDING.  STATION IS A SLENDER, THREE-LEGGED,
 TU1193'GIRDER-TYPE STEEL MAST, SUPPORTED BY SEVERAL SETS OF
 TU1193'GUY-CABLES.  TOWER IS PAINTED ALTERNATE RED AND WHITE AND IS
 TU1193'224 FEET TALL.
 TU1193
 TU1193                          STATION RECOVERY (1969)
 TU1193
 TU1193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1193'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1193'BY D.G. RUSHFORD IN 1964.
 TU1193
 TU1193                          STATION RECOVERY (1999)
 TU1193
 TU1193'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1216 ***********************************************************************
 TU1216  DESIGNATION -  HONOLULU RADIO STA KORL TOWER
 TU1216  PID         -  TU1216
 TU1216  STATE/COUNTY-  HI/HONOLULU
 TU1216  USGS QUAD   -  HONOLULU (1983)
 TU1216
 TU1216                         *CURRENT SURVEY CONTROL
 TU1216  ___________________________________________________________________
 TU1216* NAD 83(1993)-  21 17 08.41236(N)    157 49 27.20349(W)     ADJUSTED  
 TU1216* LOCAL TIDAL -                                                        
 TU1216  ___________________________________________________________________
 TU1216  EPOCH DATE  -        1993.62
 TU1216  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 TU1216  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1216
 TU1216  HORZ ORDER  -  THIRD
 TU1216
 TU1216.The horizontal coordinates were established by classical geodetic methods
 TU1216.and adjusted by the National Geodetic Survey in December 1998..
 TU1216.The horizontal coordinates are valid at the epoch date displayed above.
 TU1216.The epoch date for horizontal control is a decimal equivalence
 TU1216.of Year/Month/Day.
 TU1216
 TU1216
 TU1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1216
 TU1216.The geoid height was determined by GEOID03.
 TU1216
 TU1216;                    North         East     Units Scale Factor Converg.
 TU1216;SPC HI 3     -    13,186.083   518,240.424   MT  0.99999411   +0 03 49.7
 TU1216;UTM  04      - 2,354,218.417   621,969.416   MT  0.99978383   +0 25 36.8
 TU1216
 TU1216                          SUPERSEDED SURVEY CONTROL
 TU1216
 TU1216  NAD 83(1986)-  21 17 08.36169(N)    157 49 27.21267(W) AD(       ) 4
 TU1216  OLD HI      -  21 17 19.75200(N)    157 49 37.08400(W) AD(       ) 3
 TU1216
 TU1216.Superseded values are not recommended for survey control.
 TU1216.NGS no longer adjusts projects to the OLD HI datum.
 TU1216.See file dsdata.txt to determine how the superseded data were derived.
 TU1216
 TU1216_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2196954218(NAD 83)
 TU1216
 TU1216  HISTORY     - Date     Condition        Report By
 TU1216  HISTORY     - UNK      MONUMENTED
 TU1216  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1216  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1216
 TU1216                          STATION DESCRIPTION
 TU1216
 TU1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1216'IT IS THE TALL RADIO MAST LOCATED BETWEEN ALA WAI CANAL AND
 TU1216'KAPIOLANI BLVD NEAR IOLANI SCHOOL.  THE MAST IS A SKELETON STEEL
 TU1216'STRUCTURE PAINTED IN ALTERNATE RED AND WHITE SECTIONS.  THIS
 TU1216'STATION WAS PREVIOUSLY KPOA.
 TU1216
 TU1216                          STATION RECOVERY (1966)
 TU1216
 TU1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1216'STATION IS GONE.  THE TOWER WAS DISMANTLED IN 1965.  RADIO STATION
 TU1216'KORL NOW USES THE KIKI TRANSMITTING TOWER JOINTLY WITH STATIONS
 TU1216'KIKI, KZOO AND KHAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1233 ***********************************************************************
 TU1233  DESIGNATION -  HONOLULU RADIO STA KPOI TOWER
 TU1233  PID         -  TU1233
 TU1233  STATE/COUNTY-  HI/HONOLULU
 TU1233  USGS QUAD   -  HONOLULU (1983)
 TU1233
 TU1233                         *CURRENT SURVEY CONTROL
 TU1233  ___________________________________________________________________
 TU1233* NAD 83(1993)-  21 17 16.65280(N)    157 50 09.77417(W)     ADJUSTED  
 TU1233* LOCAL TIDAL -                                                        
 TU1233  ___________________________________________________________________
 TU1233  EPOCH DATE  -        1993.62
 TU1233  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 TU1233  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1233
 TU1233  HORZ ORDER  -  THIRD
 TU1233
 TU1233.The horizontal coordinates were established by classical geodetic methods
 TU1233.and adjusted by the National Geodetic Survey in December 1998..
 TU1233.The horizontal coordinates are valid at the epoch date displayed above.
 TU1233.The epoch date for horizontal control is a decimal equivalence
 TU1233.of Year/Month/Day.
 TU1233
 TU1233
 TU1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1233
 TU1233.The geoid height was determined by GEOID03.
 TU1233
 TU1233;                    North         East     Units Scale Factor Converg.
 TU1233;SPC HI 3     -    13,438.202   517,013.054   MT  0.99999358   +0 03 34.3
 TU1233;UTM  04      - 2,354,462.701   620,740.733   MT  0.99978015   +0 25 21.5
 TU1233
 TU1233                          SUPERSEDED SURVEY CONTROL
 TU1233
 TU1233  NAD 83(1986)-  21 17 16.60193(N)    157 50 09.78335(W) AD(       ) 4
 TU1233  OLD HI      -  21 17 27.99182(N)    157 50 19.65629(W) AD(       ) 3
 TU1233
 TU1233.Superseded values are not recommended for survey control.
 TU1233.NGS no longer adjusts projects to the OLD HI datum.
 TU1233.See file dsdata.txt to determine how the superseded data were derived.
 TU1233
 TU1233_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2074154463(NAD 83)
 TU1233
 TU1233  HISTORY     - Date     Condition        Report By
 TU1233  HISTORY     - 1963     MONUMENTED       CGS
 TU1233  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1233  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 TU1233
 TU1233                          STATION DESCRIPTION
 TU1233
 TU1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1233'THE STATION IS THE 3-LEGGED, SKELETON STEEL TOWER, PAINTED IN
 TU1233'ALTERNATE RED AND WHITE SECTIONS, THE TOP OF WHICH IS 410 FEET
 TU1233'ABOVE SEA LEVEL.  IT IS LOCATED ALONG THE SOUTH SIDE OF ALA WAI
 TU1233'BOULEVARD, ABOUT MIDWAY BETWEEN KALAKAUA AVENUE AND LIPEEPEE ST.
 TU1233'
 TU1233'NOTE--THE OLD KHON RADIO TOWER HAS BEEN REMOVED AND THE
 TU1233'ABOVE-DESCRIBED TOWER WAS CONSTRUCTED EARLY IN 1963.
 TU1233
 TU1233                          STATION RECOVERY (1969)
 TU1233
 TU1233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1233'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1233'BY WILBUR R. PORTER IN 1963.
 TU1233'
 TU1233'NOTE--THIS TOWER IS NO LONGER USED BY KGMB.
 TU1233
 TU1233                          STATION RECOVERY (1999)
 TU1233
 TU1233'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1235 ***********************************************************************
 TU1235  DESIGNATION -  HONOLULU RADIO STA KHON TOWER
 TU1235  PID         -  TU1235
 TU1235  STATE/COUNTY-  HI/HONOLULU
 TU1235  USGS QUAD   -  HONOLULU (1983)
 TU1235
 TU1235                         *CURRENT SURVEY CONTROL
 TU1235  ___________________________________________________________________
 TU1235* NAD 83(1993)-  21 17 15.30133(N)    157 50 10.76462(W)     ADJUSTED  
 TU1235* LOCAL TIDAL -                                                        
 TU1235  ___________________________________________________________________
 TU1235  EPOCH DATE  -        1993.62
 TU1235  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 TU1235  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1235
 TU1235  HORZ ORDER  -  THIRD
 TU1235
 TU1235.The horizontal coordinates were established by classical geodetic methods
 TU1235.and adjusted by the National Geodetic Survey in December 1998..
 TU1235.The horizontal coordinates are valid at the epoch date displayed above.
 TU1235.The epoch date for horizontal control is a decimal equivalence
 TU1235.of Year/Month/Day.
 TU1235
 TU1235
 TU1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1235
 TU1235.The geoid height was determined by GEOID03.
 TU1235
 TU1235;                    North         East     Units Scale Factor Converg.
 TU1235;SPC HI 3     -    13,396.607   516,984.548   MT  0.99999356   +0 03 33.9
 TU1235;UTM  04      - 2,354,420.935   620,712.497   MT  0.99978006   +0 25 21.1
 TU1235
 TU1235                          SUPERSEDED SURVEY CONTROL
 TU1235
 TU1235  NAD 83(1986)-  21 17 15.25065(N)    157 50 10.77386(W) AD(       ) 4
 TU1235  OLD HI      -  21 17 26.64000(N)    157 50 20.64000(W) AD(       ) 3
 TU1235
 TU1235.Superseded values are not recommended for survey control.
 TU1235.NGS no longer adjusts projects to the OLD HI datum.
 TU1235.See file dsdata.txt to determine how the superseded data were derived.
 TU1235
 TU1235_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2071254421(NAD 83)
 TU1235
 TU1235  HISTORY     - Date     Condition        Report By
 TU1235  HISTORY     - UNK      MONUMENTED
 TU1235  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1235
 TU1235                          STATION DESCRIPTION
 TU1235
 TU1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1235'STATION IS GONE.  IT WAS LOCATED NEAR THE PRESENT KGMB-KPOI TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1269 ***********************************************************************
 TU1269  DESIGNATION -  HONOLULU RADIO STA KIKI TOWER
 TU1269  PID         -  TU1269
 TU1269  STATE/COUNTY-  HI/HONOLULU
 TU1269  USGS QUAD   -  HONOLULU (1983)
 TU1269
 TU1269                         *CURRENT SURVEY CONTROL
 TU1269  ___________________________________________________________________
 TU1269* NAD 83(1993)-  21 17 48.06997(N)    157 51 22.58607(W)     ADJUSTED  
 TU1269* LOCAL TIDAL -                                                        
 TU1269  ___________________________________________________________________
 TU1269  EPOCH DATE  -        1993.62
 TU1269  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 TU1269  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1269
 TU1269  HORZ ORDER  -  THIRD
 TU1269
 TU1269.The horizontal coordinates were established by classical geodetic methods
 TU1269.and adjusted by the National Geodetic Survey in December 1998..
 TU1269.The horizontal coordinates are valid at the epoch date displayed above.
 TU1269.The epoch date for horizontal control is a decimal equivalence
 TU1269.of Year/Month/Day.
 TU1269
 TU1269
 TU1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1269
 TU1269.The geoid height was determined by GEOID03.
 TU1269
 TU1269;                    North         East     Units Scale Factor Converg.
 TU1269;SPC HI 3     -    14,402.408   514,913.393   MT  0.99999275   +0 03 07.9
 TU1269;UTM  04      - 2,355,413.373   618,635.457   MT  0.99977392   +0 24 55.6
 TU1269
 TU1269                          SUPERSEDED SURVEY CONTROL
 TU1269
 TU1269  NAD 83(1986)-  21 17 48.01910(N)    157 51 22.59525(W) AD(       ) 4
 TU1269  OLD HI      -  21 17 59.41323(N)    157 51 32.46836(W) AD(       ) 3
 TU1269
 TU1269.Superseded values are not recommended for survey control.
 TU1269.NGS no longer adjusts projects to the OLD HI datum.
 TU1269.See file dsdata.txt to determine how the superseded data were derived.
 TU1269
 TU1269_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1863555413(NAD 83)
 TU1269
 TU1269  HISTORY     - Date     Condition        Report By
 TU1269  HISTORY     - UNK      MONUMENTED
 TU1269  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1269  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1269  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1269  HISTORY     - 1984     GOOD             USPSQD
 TU1269  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1269
 TU1269                          STATION DESCRIPTION
 TU1269
 TU1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1269'IT IS THE TALL STRUCTURAL STEEL RADIO MAST PAINTED IN ALTERNATE
 TU1269'RED AND WHITE SECTIONS LOCATED ON THE WEST SIDE OF WARD STREET,
 TU1269'TWO BLOCKS NORTH OF ALA MOANA BLVD.
 TU1269
 TU1269                          STATION RECOVERY (1964)
 TU1269
 TU1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1269'STATION WAS RECOVERED.  IT IS THE 3-LEGGED, TAPERING 273-FOOT-HIGH,
 TU1269'SKELETON STEEL STRUCTURE, PAINTED ALTERNATE RED AND WHITE, AND
 TU1269'LOCATED IN HONOLULU ON THE NORTHWEST SIDE OF WARD AVENUE BETWEEN
 TU1269'POHUKAINA AND HALEKAUWILA STREETS.
 TU1269
 TU1269                          STATION RECOVERY (1969)
 TU1269
 TU1269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1269'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1269
 TU1269                          STATION RECOVERY (1984)
 TU1269
 TU1269'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1269'GOOD.  RECOVERED AS DESCRIBED.
 TU1269
 TU1269                          STATION RECOVERY (1999)
 TU1269
 TU1269'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1361 ***********************************************************************
 TU1361  DESIGNATION -  HONOLULU RADIO STA KCCN MAST
 TU1361  PID         -  TU1361
 TU1361  STATE/COUNTY-  HI/HONOLULU
 TU1361  USGS QUAD   -  HONOLULU (1983)
 TU1361
 TU1361                         *CURRENT SURVEY CONTROL
 TU1361  ___________________________________________________________________
 TU1361* NAD 83(1993)-  21 19 16.08241(N)    157 52 36.61860(W)     ADJUSTED  
 TU1361* LOCAL TIDAL -                                                        
 TU1361  ___________________________________________________________________
 TU1361  EPOCH DATE  -        1993.62
 TU1361  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 TU1361  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU1361
 TU1361  HORZ ORDER  -  THIRD
 TU1361
 TU1361.The horizontal coordinates were established by classical geodetic methods
 TU1361.and adjusted by the National Geodetic Survey in December 1998..
 TU1361.The horizontal coordinates are valid at the epoch date displayed above.
 TU1361.The epoch date for horizontal control is a decimal equivalence
 TU1361.of Year/Month/Day.
 TU1361
 TU1361
 TU1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1361
 TU1361.The geoid height was determined by GEOID03.
 TU1361
 TU1361;                    North         East     Units Scale Factor Converg.
 TU1361;SPC HI 3     -    17,107.479   512,777.440   MT  0.99999202   +0 02 41.2
 TU1361;UTM  04      - 2,358,104.244   616,482.866   MT  0.99976766   +0 24 30.3
 TU1361
 TU1361                          SUPERSEDED SURVEY CONTROL
 TU1361
 TU1361  NAD 83(1986)-  21 19 16.03186(N)    157 52 36.62813(W) AD(       ) 4
 TU1361  OLD HI      -  21 19 27.42453(N)    157 52 46.50551(W) AD(       ) 3
 TU1361
 TU1361.Superseded values are not recommended for survey control.
 TU1361.NGS no longer adjusts projects to the OLD HI datum.
 TU1361.See file dsdata.txt to determine how the superseded data were derived.
 TU1361
 TU1361_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1648358104(NAD 83)
 TU1361
 TU1361  HISTORY     - Date     Condition        Report By
 TU1361  HISTORY     - 1969     MONUMENTED       CGS
 TU1361  HISTORY     - 19990927 GOOD             USPSQD
 TU1361
 TU1361                          STATION DESCRIPTION
 TU1361
 TU1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1361'LOCATED BETWEEN NIMITZ HIGHWAY AND DILLINGHAM BOULEVARD AT THE
 TU1361'KAPALAMA DRAINAGE CANAL AND AT THE SOUTH END OF HART STREET, IN
 TU1361'HONOLULU.  ABOUT 140 FEET HIGH, A THREE-LEGGED STEEL STRUCTURE
 TU1361'PAINTED IN ALTERNATE BANDS OF RED AND WHITE.  THE POINT
 TU1361'INTERSECTED IS THE RED LIGHT ATOP THE MAST.
 TU1361
 TU1361                          STATION RECOVERY (1999)
 TU1361
 TU1361'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1237 ***********************************************************************
 TU1237  DESIGNATION -  HONOLULU ROOSEVELT H SCH SPIRE
 TU1237  PID         -  TU1237
 TU1237  STATE/COUNTY-  HI/HONOLULU
 TU1237  USGS QUAD   -  HONOLULU (1983)
 TU1237
 TU1237                         *CURRENT SURVEY CONTROL
 TU1237  ___________________________________________________________________
 TU1237* NAD 83(1993)-  21 18 37.11840(N)    157 50 13.74071(W)     ADJUSTED  
 TU1237* LOCAL TIDAL -                                                        
 TU1237  ___________________________________________________________________
 TU1237  EPOCH DATE  -        1993.62
 TU1237  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 TU1237  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1237
 TU1237  HORZ ORDER  -  THIRD
 TU1237
 TU1237.The horizontal coordinates were established by classical geodetic methods
 TU1237.and adjusted by the National Geodetic Survey in December 1998..
 TU1237.The horizontal coordinates are valid at the epoch date displayed above.
 TU1237.The epoch date for horizontal control is a decimal equivalence
 TU1237.of Year/Month/Day.
 TU1237
 TU1237
 TU1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1237
 TU1237.The geoid height was determined by GEOID03.
 TU1237
 TU1237;                    North         East     Units Scale Factor Converg.
 TU1237;SPC HI 3     -    15,912.851   516,896.165   MT  0.99999353   +0 03 33.1
 TU1237;UTM  04      - 2,356,936.031   620,608.183   MT  0.99977975   +0 25 21.6
 TU1237
 TU1237                          SUPERSEDED SURVEY CONTROL
 TU1237
 TU1237  NAD 83(1986)-  21 18 37.06785(N)    157 50 13.75009(W) AD(       ) 4
 TU1237  OLD HI      -  21 18 48.46157(N)    157 50 23.62411(W) AD(       ) 3
 TU1237
 TU1237.Superseded values are not recommended for survey control.
 TU1237.NGS no longer adjusts projects to the OLD HI datum.
 TU1237.See file dsdata.txt to determine how the superseded data were derived.
 TU1237
 TU1237_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2060856936(NAD 83)
 TU1237
 TU1237  HISTORY     - Date     Condition        Report By
 TU1237  HISTORY     - 1969     MONUMENTED       CGS
 TU1237  HISTORY     - 19990525 GOOD             USPSQD
 TU1237
 TU1237                          STATION DESCRIPTION
 TU1237
 TU1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1237'LOCATED AT THE CORNER OF NEHOA STREET AND MOTT-SMITH DRIVE,IN
 TU1237'HONOLULU.  THE POINT INTERSECTED IS THE SPIRE ATOP THE BELL TOWER.
 TU1237
 TU1237                          STATION RECOVERY (1999)
 TU1237
 TU1237'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1220 ***********************************************************************
 TU1220  DESIGNATION -  HONOLULU ROYAL HAWAIIAN C TWR
 TU1220  PID         -  TU1220
 TU1220  STATE/COUNTY-  HI/HONOLULU
 TU1220  USGS QUAD   -  HONOLULU (1983)
 TU1220
 TU1220                         *CURRENT SURVEY CONTROL
 TU1220  ___________________________________________________________________
 TU1220* NAD 83(1993)-  21 16 38.92268(N)    157 49 44.39543(W)     ADJUSTED  
 TU1220* LOCAL TIDAL -                                                        
 TU1220  ___________________________________________________________________
 TU1220  EPOCH DATE  -        1993.62
 TU1220  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 TU1220  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1220
 TU1220  HORZ ORDER  -  THIRD
 TU1220
 TU1220.The horizontal coordinates were established by classical geodetic methods
 TU1220.and adjusted by the National Geodetic Survey in December 1998..
 TU1220.The horizontal coordinates are valid at the epoch date displayed above.
 TU1220.The epoch date for horizontal control is a decimal equivalence
 TU1220.of Year/Month/Day.
 TU1220
 TU1220
 TU1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1220
 TU1220.The geoid height was determined by GEOID03.
 TU1220
 TU1220;                    North         East     Units Scale Factor Converg.
 TU1220;SPC HI 3     -    12,278.568   517,745.846   MT  0.99999389   +0 03 43.4
 TU1220;UTM  04      - 2,353,307.978   621,480.700   MT  0.99978236   +0 25 30.0
 TU1220
 TU1220                          SUPERSEDED SURVEY CONTROL
 TU1220
 TU1220  NAD 83(1986)-  21 16 38.87177(N)    157 49 44.40438(W) AD(       ) 4
 TU1220  OLD HI      -  21 16 50.26160(N)    157 49 54.27467(W) AD(       ) 3
 TU1220
 TU1220.Superseded values are not recommended for survey control.
 TU1220.NGS no longer adjusts projects to the OLD HI datum.
 TU1220.See file dsdata.txt to determine how the superseded data were derived.
 TU1220
 TU1220_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2148153308(NAD 83)
 TU1220_MARKER: 86 = CUPOLA
 TU1220
 TU1220  HISTORY     - Date     Condition        Report By
 TU1220  HISTORY     - UNK      FIRST OBSERVED
 TU1220  HISTORY     - 1965     GOOD             CGS
 TU1220  HISTORY     - 1969     GOOD             CGS
 TU1220  HISTORY     - 1984     GOOD             USPSQD
 TU1220  HISTORY     - 19951016 GOOD             USPSQD
 TU1220  HISTORY     - 19990325 GOOD             USPSQD
 TU1220
 TU1220                          STATION DESCRIPTION
 TU1220
 TU1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1220'STATION WAS RECOVERED.  IT IS A BALL-SHAPED, OPEN-WINDOWED
 TU1220'CUPOLA, WITH A CROSS MOUNTED ON IT.  IT COMPRISES THE HIGHEST
 TU1220'PART OF THE ROYAL HAWAIIAN HOTEL, A PINK COLORED BUILDING, IN
 TU1220'WAIKIKI.
 TU1220
 TU1220                          STATION RECOVERY (1969)
 TU1220
 TU1220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1220'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1220'BY D. M. WHIPP IN 1965 EXCEPT THAT STATION NAME HAS BEEN
 TU1220'CHANGED FROM ROYAL HAWAIIAN HOTEL, CENTRAL TOWER TO THAT
 TU1220'LISTED ABOVE.
 TU1220
 TU1220                          STATION RECOVERY (1984)
 TU1220
 TU1220'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1220'GOOD.  CENTER TOWER, BELL SHAPE WINDOW, WITH CUPOLA EXIST AS
 TU1220'DESCRIBED.
 TU1220
 TU1220                          STATION RECOVERY (1995)
 TU1220
 TU1220'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1220'RECOVERED IN GOOD CONDITION.
 TU1220
 TU1220                          STATION RECOVERY (1999)
 TU1220
 TU1220'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1272 ***********************************************************************
 TU1272  DESIGNATION -  HONOLULU ST ANDREW CATH HI TWR
 TU1272  PID         -  TU1272
 TU1272  STATE/COUNTY-  HI/HONOLULU
 TU1272  USGS QUAD   -  HONOLULU (1983)
 TU1272
 TU1272                         *CURRENT SURVEY CONTROL
 TU1272  ___________________________________________________________________
 TU1272* NAD 83(1993)-  21 18 35.99127(N)    157 51 25.97112(W)     ADJUSTED  
 TU1272* LOCAL TIDAL -                                                        
 TU1272  ___________________________________________________________________
 TU1272  EPOCH DATE  -        1993.62
 TU1272  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 TU1272  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1272
 TU1272  HORZ ORDER  -  THIRD
 TU1272
 TU1272.The horizontal coordinates were established by classical geodetic methods
 TU1272.and adjusted by the National Geodetic Survey in December 1998..
 TU1272.The horizontal coordinates are valid at the epoch date displayed above.
 TU1272.The epoch date for horizontal control is a decimal equivalence
 TU1272.of Year/Month/Day.
 TU1272
 TU1272
 TU1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1272
 TU1272.The geoid height was determined by GEOID03.
 TU1272
 TU1272;                    North         East     Units Scale Factor Converg.
 TU1272;SPC HI 3     -    15,876.168   514,814.491   MT  0.99999271   +0 03 06.8
 TU1272;UTM  04      - 2,356,886.153   618,527.235   MT  0.99977360   +0 24 55.3
 TU1272
 TU1272                          SUPERSEDED SURVEY CONTROL
 TU1272
 TU1272  NAD 83(1986)-  21 18 35.94066(N)    157 51 25.98068(W) AD(       ) 4
 TU1272  OLD HI      -  21 18 47.32900(N)    157 51 35.85000(W) AD(       ) 3
 TU1272
 TU1272.Superseded values are not recommended for survey control.
 TU1272.NGS no longer adjusts projects to the OLD HI datum.
 TU1272.See file dsdata.txt to determine how the superseded data were derived.
 TU1272
 TU1272_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1852756886(NAD 83)
 TU1272
 TU1272  HISTORY     - Date     Condition        Report By
 TU1272  HISTORY     - 1925     MONUMENTED       CGS
 TU1272  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1272  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1272  HISTORY     - 19990928 GOOD             USPSQD
 TU1272
 TU1272                          STATION DESCRIPTION
 TU1272
 TU1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1272'IN SOUTHEASTERN OAHU, ON SOUTHWESTERN SLOPE OF PUNCHBOWL, TOWER
 TU1272'OF HEAVY DESIGN, SQUARE, YELLOW, EACH CORNER BUILT OUT
 TU1272'CYLINDRICALLY, WITH ONE RAISED HIGHER THAN THE OTHER THREE.
 TU1272
 TU1272                          STATION RECOVERY (1964)
 TU1272
 TU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1272'STATION WAS IDENTIFIED BY ANGLE AT STATION PUNCHBOWL AND
 TU1272'RECOVERED.
 TU1272'
 TU1272'LOCATED IN HONOLULU ALONG QUEEN EMMA STREET, AT QUEEN EMMA SQUARE,
 TU1272'ON THE TOWER OF THE ST. ANDREWS CATHEDRAL.  THE TOWER IS A TAN,
 TU1272'STONE STRUCTURE ABOUT 100 FEET HIGH, WITH EACH OF ITS 4 CORNERS
 TU1272'BUILT OUT IN OCTAGONAL SHAPE AND EXTENDING ABOVE THE TOP OF THE
 TU1272'TOWER.  ONE CORNER EXTENDS FURTHER ABOVE THE TOWER TOP THAN THE
 TU1272'OTHERS AND THIS ONE IS THE STATION.
 TU1272
 TU1272                          STATION RECOVERY (1969)
 TU1272
 TU1272'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1272'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1272'BY D. G. RUSHFORD IN 1964.
 TU1272
 TU1272                          STATION RECOVERY (1999)
 TU1272
 TU1272'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1199 ***********************************************************************
 TU1199  DESIGNATION -  HONOLULU ST LOUIS H SCH FP
 TU1199  PID         -  TU1199
 TU1199  STATE/COUNTY-  HI/HONOLULU
 TU1199  USGS QUAD   -  HONOLULU (1983)
 TU1199
 TU1199                         *CURRENT SURVEY CONTROL
 TU1199  ___________________________________________________________________
 TU1199* NAD 83(1993)-  21 17 22.22587(N)    157 48 29.46197(W)     ADJUSTED  
 TU1199* LOCAL TIDAL -                                                        
 TU1199  ___________________________________________________________________
 TU1199  EPOCH DATE  -        1993.62
 TU1199  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 TU1199  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU1199
 TU1199  HORZ ORDER  -  THIRD
 TU1199
 TU1199.The horizontal coordinates were established by classical geodetic methods
 TU1199.and adjusted by the National Geodetic Survey in December 1998..
 TU1199.The horizontal coordinates are valid at the epoch date displayed above.
 TU1199.The epoch date for horizontal control is a decimal equivalence
 TU1199.of Year/Month/Day.
 TU1199
 TU1199
 TU1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1199
 TU1199.The geoid height was determined by GEOID03.
 TU1199
 TU1199;                    North         East     Units Scale Factor Converg.
 TU1199;SPC HI 3     -    13,612.864   519,904.318   MT  0.99999489   +0 04 10.7
 TU1199;UTM  04      - 2,354,655.643   623,630.225   MT  0.99978887   +0 25 58.0
 TU1199
 TU1199                          SUPERSEDED SURVEY CONTROL
 TU1199
 TU1199  NAD 83(1986)-  21 17 22.17538(N)    157 48 29.47089(W) AD(       ) 4
 TU1199  OLD HI      -  21 17 33.56705(N)    157 48 39.34246(W) AD(       ) 3
 TU1199
 TU1199.Superseded values are not recommended for survey control.
 TU1199.NGS no longer adjusts projects to the OLD HI datum.
 TU1199.See file dsdata.txt to determine how the superseded data were derived.
 TU1199
 TU1199_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2363054656(NAD 83)
 TU1199
 TU1199  HISTORY     - Date     Condition        Report By
 TU1199  HISTORY     - 1969     MONUMENTED       CGS
 TU1199  HISTORY     - 19990422 GOOD             USPSQD
 TU1199
 TU1199                          STATION DESCRIPTION
 TU1199
 TU1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1199'THE STATION IS THE BALL ON THE TOP OF THE POLE.  IT IS ABOUT
 TU1199'150 FEET SOUTHWEST OF THE ADMINISTRATION BUILDING IN THE CENTER
 TU1199'OF A 20X20 FOOT CONCRETE PAD AND IT IS ABOUT 100 FEET HIGH.
 TU1199
 TU1199                          STATION RECOVERY (1999)
 TU1199
 TU1199'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1288 ***********************************************************************
 TU1288  DESIGNATION -  HONOLULU ST THERESAS CH CROSS
 TU1288  PID         -  TU1288
 TU1288  STATE/COUNTY-  HI/HONOLULU
 TU1288  USGS QUAD   -  HONOLULU (1983)
 TU1288
 TU1288                         *CURRENT SURVEY CONTROL
 TU1288  ___________________________________________________________________
 TU1288* NAD 83(1993)-  21 19 27.59799(N)    157 51 40.59046(W)     ADJUSTED  
 TU1288* LOCAL TIDAL -                                                        
 TU1288  ___________________________________________________________________
 TU1288  EPOCH DATE  -        1993.62
 TU1288  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 TU1288  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1288
 TU1288  HORZ ORDER  -  THIRD
 TU1288
 TU1288.The horizontal coordinates were established by classical geodetic methods
 TU1288.and adjusted by the National Geodetic Survey in December 1998..
 TU1288.The horizontal coordinates are valid at the epoch date displayed above.
 TU1288.The epoch date for horizontal control is a decimal equivalence
 TU1288.of Year/Month/Day.
 TU1288
 TU1288
 TU1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1288
 TU1288.The geoid height was determined by GEOID03.
 TU1288
 TU1288;                    North         East     Units Scale Factor Converg.
 TU1288;SPC HI 3     -    17,462.989   514,391.759   MT  0.99999256   +0 03 01.6
 TU1288;UTM  04      - 2,358,469.913   618,094.537   MT  0.99977234   +0 24 50.9
 TU1288
 TU1288                          SUPERSEDED SURVEY CONTROL
 TU1288
 TU1288  NAD 83(1986)-  21 19 27.54743(N)    157 51 40.59987(W) AD(       ) 4
 TU1288  OLD HI      -  21 19 38.94190(N)    157 51 50.47695(W) AD(       ) 3
 TU1288
 TU1288.Superseded values are not recommended for survey control.
 TU1288.NGS no longer adjusts projects to the OLD HI datum.
 TU1288.See file dsdata.txt to determine how the superseded data were derived.
 TU1288
 TU1288_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1809558470(NAD 83)
 TU1288
 TU1288  HISTORY     - Date     Condition        Report By
 TU1288  HISTORY     - 1969     MONUMENTED       CGS
 TU1288
 TU1288                          STATION DESCRIPTION
 TU1288
 TU1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1288'LOCATED AT THE INTERSECTION OF NORTH SCHOOL STREET AND MONOLIA
 TU1288'STREET IN HONOLULU.  THE POINT INTERSECTED IS THE CROSS ON
 TU1288'TOP OF THE BELL TOWER AT THE WEST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ8468 ***********************************************************************
 AJ8468  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8468  DESIGNATION -  HONOLULU TIDE GAU CORS ARP
 AJ8468  CORS_ID     -  HNLC
 AJ8468  PID         -  AJ8468
 AJ8468  STATE/COUNTY-  HI/HONOLULU
 AJ8468  USGS QUAD   -  HONOLULU (1983)
 AJ8468
 AJ8468                         *CURRENT SURVEY CONTROL
 AJ8468  ___________________________________________________________________
 AJ8468* NAD 83(CORS)-  21 18 11.81046(N)    157 51 52.28420(W)     ADJUSTED  
 AJ8468* LOCAL TIDAL -                                                        
 AJ8468  ___________________________________________________________________
 AJ8468  EPOCH DATE  -        2002.00
 AJ8468  X           -  -5,506,797.916 (meters)                     COMP
 AJ8468  Y           -  -2,240,051.679 (meters)                     COMP
 AJ8468  Z           -   2,302,719.541 (meters)                     COMP
 AJ8468  ELLIP HEIGHT-          21.69  (meters)          (10/??/02) GPS OBS
 AJ8468  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 AJ8468
 AJ8468  HORZ ORDER  -  SPECIAL (CORS)
 AJ8468  ELLP ORDER  -  SPECIAL (CORS)
 AJ8468
 AJ8468.ITRF positions are available for this station.
 AJ8468.The coordinates were established by GPS observations
 AJ8468.and adjusted by the National Geodetic Survey in October 2002..
 AJ8468.The coordinates are valid at the epoch date displayed above.
 AJ8468.The epoch date for horizontal control is a decimal equivalence
 AJ8468.of Year/Month/Day.
 AJ8468
 AJ8468
 AJ8468.The PID for the CORS L1 Phase Center is AJ8469.
 AJ8468
 AJ8468.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8468
 AJ8468.The ellipsoidal height was determined by GPS observations
 AJ8468.and is referenced to NAD 83.
 AJ8468
 AJ8468.The geoid height was determined by GEOID03.
 AJ8468
 AJ8468;                    North         East     Units Scale Factor Converg.
 AJ8468;SPC HI 3     -    15,131.803   514,056.777   MT  0.99999244   +0 02 57.2
 AJ8468
 AJ8468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8468!SPC HI 3     -   0.99999659  x   0.99999244  =   0.99998903
 AJ8468
 AJ8468                          SUPERSEDED SURVEY CONTROL
 AJ8468
 AJ8468  NAD 83(CORS)-  21 18 11.81653(N)    157 51 52.29486(W) AD(1997.00) c
 AJ8468  NAD 83(CORS)-  21 18 11.81653(N)    157 51 52.29486(W) AD(1993.62) c
 AJ8468  ELLIP H (03/??/02)   21.59   (m)                       GP(1993.62) c c
 AJ8468  ELLIP H (03/??/02)   21.59   (m)                       GP(1997.00) c c
 AJ8468
 AJ8468.Superseded values are not recommended for survey control.
 AJ8468.NGS no longer adjusts projects to the OLD HI datum.
 AJ8468.See file dsdata.txt to determine how the superseded data were derived.
 AJ8468
 AJ8468_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1777456137(NAD 83)
 AJ8468_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ8468
 AJ8468                          STATION DESCRIPTION
 AJ8468
 AJ8468'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ8468'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8468'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8468'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8468'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8468'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ8469 ***********************************************************************
 AJ8469  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8469  DESIGNATION -  HONOLULU TIDE GAU CORS L1 PHASE CENTER
 AJ8469  CORS_ID     -  HNLC
 AJ8469  PID         -  AJ8469
 AJ8469  STATE/COUNTY-  HI/HONOLULU
 AJ8469  USGS QUAD   -  HONOLULU (1983)
 AJ8469
 AJ8469                         *CURRENT SURVEY CONTROL
 AJ8469  ___________________________________________________________________
 AJ8469* NAD 83(CORS)-  21 18 11.81047(N)    157 51 52.28421(W)     ADJUSTED  
 AJ8469* LOCAL TIDAL -                                                        
 AJ8469  ___________________________________________________________________
 AJ8469  EPOCH DATE  -        2002.00
 AJ8469  X           -  -5,506,798.011 (meters)                     COMP
 AJ8469  Y           -  -2,240,051.718 (meters)                     COMP
 AJ8469  Z           -   2,302,719.582 (meters)                     COMP
 AJ8469  ELLIP HEIGHT-          21.80  (meters)          (10/??/02) GPS OBS
 AJ8469  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 AJ8469
 AJ8469  HORZ ORDER  -  SPECIAL (CORS)
 AJ8469  ELLP ORDER  -  SPECIAL (CORS)
 AJ8469
 AJ8469.ITRF positions are available for this station.
 AJ8469.The coordinates were established by GPS observations
 AJ8469.and adjusted by the National Geodetic Survey in October 2002..
 AJ8469.The coordinates are valid at the epoch date displayed above.
 AJ8469.The epoch date for horizontal control is a decimal equivalence
 AJ8469.of Year/Month/Day.
 AJ8469
 AJ8469
 AJ8469.The PID for the CORS ARP is AJ8468.
 AJ8469
 AJ8469.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8469
 AJ8469.The ellipsoidal height was determined by GPS observations
 AJ8469.and is referenced to NAD 83.
 AJ8469
 AJ8469.The geoid height was determined by GEOID03.
 AJ8469
 AJ8469;                    North         East     Units Scale Factor Converg.
 AJ8469;SPC HI 3     -    15,131.804   514,056.777   MT  0.99999244   +0 02 57.2
 AJ8469
 AJ8469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8469!SPC HI 3     -   0.99999657  x   0.99999244  =   0.99998901
 AJ8469
 AJ8469                          SUPERSEDED SURVEY CONTROL
 AJ8469
 AJ8469  NAD 83(CORS)-  21 18 11.81654(N)    157 51 52.29487(W) AD(1997.00) c
 AJ8469  NAD 83(CORS)-  21 18 11.81654(N)    157 51 52.29487(W) AD(1993.62) c
 AJ8469  ELLIP H (03/??/02)   21.70   (m)                       GP(1993.62) c c
 AJ8469  ELLIP H (03/??/02)   21.70   (m)                       GP(1997.00) c c
 AJ8469
 AJ8469.Superseded values are not recommended for survey control.
 AJ8469.NGS no longer adjusts projects to the OLD HI datum.
 AJ8469.See file dsdata.txt to determine how the superseded data were derived.
 AJ8469
 AJ8469_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1777456137(NAD 83)
 AJ8469_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ8469
 AJ8469                          STATION DESCRIPTION
 AJ8469
 AJ8469'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ8469'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8469'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8469'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8469'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8469'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1373 ***********************************************************************
 TU1373  DESIGNATION -  HONOLULU TRIPLER HOSP TWIN LTS
 TU1373  PID         -  TU1373
 TU1373  STATE/COUNTY-  HI/HONOLULU
 TU1373  USGS QUAD   -  HONOLULU (1983)
 TU1373
 TU1373                         *CURRENT SURVEY CONTROL
 TU1373  ___________________________________________________________________
 TU1373* NAD 83(1993)-  21 21 34.87378(N)    157 53 24.98974(W)     ADJUSTED  
 TU1373* LOCAL TIDAL -                                                        
 TU1373  ___________________________________________________________________
 TU1373  EPOCH DATE  -        1993.62
 TU1373  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 TU1373  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU1373
 TU1373  HORZ ORDER  -  THIRD
 TU1373
 TU1373.The horizontal coordinates were established by classical geodetic methods
 TU1373.and adjusted by the National Geodetic Survey in December 1998..
 TU1373.The horizontal coordinates are valid at the epoch date displayed above.
 TU1373.The epoch date for horizontal control is a decimal equivalence
 TU1373.of Year/Month/Day.
 TU1373
 TU1373
 TU1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1373
 TU1373.The geoid height was determined by GEOID03.
 TU1373
 TU1373;                    North         East     Units Scale Factor Converg.
 TU1373;SPC HI 3     -    21,375.074   511,380.496   MT  0.99999160   +0 02 23.9
 TU1373;UTM  04      - 2,362,361.917   615,059.164   MT  0.99976359   +0 24 15.2
 TU1373
 TU1373                          SUPERSEDED SURVEY CONTROL
 TU1373
 TU1373  NAD 83(1986)-  21 21 34.82326(N)    157 53 24.99932(W) AD(       ) 4
 TU1373  OLD HI      -  21 21 46.20600(N)    157 53 34.88100(W) AD(       ) 3
 TU1373
 TU1373.Superseded values are not recommended for survey control.
 TU1373.NGS no longer adjusts projects to the OLD HI datum.
 TU1373.See file dsdata.txt to determine how the superseded data were derived.
 TU1373
 TU1373_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1505962362(NAD 83)
 TU1373
 TU1373  HISTORY     - Date     Condition        Report By
 TU1373  HISTORY     - UNK      MONUMENTED
 TU1373  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1373  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1373
 TU1373                          STATION DESCRIPTION
 TU1373
 TU1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1373'THE STATION WAS RECOVERED.  IT IS LOCATED ABOUT 4 MILES AIRLINE
 TU1373'NORTHWEST FROM THE CENTER OF HONOLULU, ON TOP OF TRIPLER ARMY
 TU1373'HOSPITAL, ON THE SOUTHWEST EDGE OF THE SMALL SQUARE ROOF THAT
 TU1373'IS THE HIGHEST PART OF THE HOSPITAL BUILDING.
 TU1373'
 TU1373'ALTHOUGH CALLED TWIN LIGHTS, THERE ARE ACTUALLY 4 LIGHTS IN
 TU1373'THE GROUP, BUT SO ARRANGED THAT APPEAR AS TWINS FROM A
 TU1373'DISTANCE.  THE LIGHTS ARE MOUNTED ON A HORIZONTAL BRACKET ON
 TU1373'TOP OF A SINGLE PIPE EXTENDING ABOUT 3 FEET ABOVE THE ROOF.
 TU1373
 TU1373                          STATION RECOVERY (1969)
 TU1373
 TU1373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1373'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1373'BY D.G. RUSHFORD IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1259 ***********************************************************************
 TU1259  DESIGNATION -  HONOLULU TV STA KHVH TOWER
 TU1259  PID         -  TU1259
 TU1259  STATE/COUNTY-  HI/HONOLULU
 TU1259  USGS QUAD   -  HONOLULU (1983)
 TU1259
 TU1259                         *CURRENT SURVEY CONTROL
 TU1259  ___________________________________________________________________
 TU1259* NAD 83(1993)-  21 17 32.75636(N)    157 50 58.53332(W)     ADJUSTED  
 TU1259* LOCAL TIDAL -                                                        
 TU1259  ___________________________________________________________________
 TU1259  EPOCH DATE  -        1993.62
 TU1259  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 TU1259  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1259
 TU1259  HORZ ORDER  -  THIRD
 TU1259
 TU1259.The horizontal coordinates were established by classical geodetic methods
 TU1259.and adjusted by the National Geodetic Survey in December 1998..
 TU1259.The horizontal coordinates are valid at the epoch date displayed above.
 TU1259.The epoch date for horizontal control is a decimal equivalence
 TU1259.of Year/Month/Day.
 TU1259
 TU1259
 TU1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1259
 TU1259.The geoid height was determined by GEOID03.
 TU1259
 TU1259;                    North         East     Units Scale Factor Converg.
 TU1259;SPC HI 3     -    13,932.076   515,607.114   MT  0.99999301   +0 03 16.6
 TU1259;UTM  04      - 2,354,947.550   619,331.994   MT  0.99977597   +0 25 04.1
 TU1259
 TU1259                          SUPERSEDED SURVEY CONTROL
 TU1259
 TU1259  NAD 83(1986)-  21 17 32.70559(N)    157 50 58.54257(W) AD(       ) 4
 TU1259  OLD HI      -  21 17 44.09508(N)    157 51 08.41412(W) AD(       ) 3
 TU1259
 TU1259.Superseded values are not recommended for survey control.
 TU1259.NGS no longer adjusts projects to the OLD HI datum.
 TU1259.See file dsdata.txt to determine how the superseded data were derived.
 TU1259
 TU1259_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1933254948(NAD 83)
 TU1259
 TU1259  HISTORY     - Date     Condition        Report By
 TU1259  HISTORY     - UNK      MONUMENTED
 TU1259  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1259  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1259  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1259  HISTORY     - 1984     GOOD             USPSQD
 TU1259  HISTORY     - 19990321 MARK NOT FOUND   USPSQD
 TU1259
 TU1259                          STATION DESCRIPTION
 TU1259
 TU1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1259'IT IS THE TALL STRUCTURAL STEEL TOWER PAINTED IN ALTERNATE
 TU1259'RED - WHITE SECTIONS WHICH IS LOCATED ON THE NORTH SIDE OF ALA
 TU1259'MOANA BLVD JUST EAST OF T.V. STATION KONA TOWER.  THIS TOWER IS
 TU1259'NOW USED BY T.V. STATION KHVH INSTEAD OF STATION KULA.
 TU1259
 TU1259                          STATION RECOVERY (1965)
 TU1259
 TU1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1259'STATION WAS RECOVERED.  IT IS A SKELETON STEEL TOWER ABOUT 350
 TU1259'FEET HIGH AND PAINTED ALTERNATE RED AND WHITE.  LOCATED ALONG
 TU1259'NORTHEAST SIDE OF ALA MOANA BLVD., BEHIND THE KHVH STUDIO, ABOUT
 TU1259'200 YARDS SOUTHEAST OF THE KONA TV TOWER.
 TU1259
 TU1259                          STATION RECOVERY (1969)
 TU1259
 TU1259'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1259'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1259
 TU1259                          STATION RECOVERY (1984)
 TU1259
 TU1259'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1259'NE SIDE ALA MOANA BLVD. 200 YDS SE OF KONA TV.
 TU1259
 TU1259                          STATION RECOVERY (1999)
 TU1259
 TU1259'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1318 ***********************************************************************
 TU1318  DESIGNATION -  HONOLULU TV STA KHVH MAST
 TU1318  PID         -  TU1318
 TU1318  STATE/COUNTY-  HI/HONOLULU
 TU1318  USGS QUAD   -  HONOLULU (1983)
 TU1318
 TU1318                         *CURRENT SURVEY CONTROL
 TU1318  ___________________________________________________________________
 TU1318* NAD 83(1993)-  21 17 44.76610(N)    157 52 08.43049(W)     ADJUSTED  
 TU1318* LOCAL TIDAL -                                                        
 TU1318  ___________________________________________________________________
 TU1318  EPOCH DATE  -        1993.62
 TU1318  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 TU1318  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1318
 TU1318  HORZ ORDER  -  THIRD
 TU1318
 TU1318.The horizontal coordinates were established by classical geodetic methods
 TU1318.and adjusted by the National Geodetic Survey in December 1998..
 TU1318.The horizontal coordinates are valid at the epoch date displayed above.
 TU1318.The epoch date for horizontal control is a decimal equivalence
 TU1318.of Year/Month/Day.
 TU1318
 TU1318
 TU1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1318
 TU1318.The geoid height was determined by GEOID03.
 TU1318
 TU1318;                    North         East     Units Scale Factor Converg.
 TU1318;SPC HI 3     -    14,299.646   513,592.104   MT  0.99999228   +0 02 51.3
 TU1318;UTM  04      - 2,355,302.261   617,315.138   MT  0.99977007   +0 24 38.9
 TU1318
 TU1318                          SUPERSEDED SURVEY CONTROL
 TU1318
 TU1318  NAD 83(1986)-  21 17 44.71587(N)    157 52 08.43922(W) AD(       ) 4
 TU1318  OLD HI      -  21 17 56.10393(N)    157 52 18.31493(W) AD(       ) 3
 TU1318
 TU1318.Superseded values are not recommended for survey control.
 TU1318.NGS no longer adjusts projects to the OLD HI datum.
 TU1318.See file dsdata.txt to determine how the superseded data were derived.
 TU1318
 TU1318_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1731555302(NAD 83)
 TU1318_MARKER: 42 = RADIO/TV MAST
 TU1318
 TU1318  HISTORY     - Date     Condition        Report By
 TU1318  HISTORY     - 1969     FIRST OBSERVED   CGS
 TU1318  HISTORY     - 1984     GOOD             USPSQD
 TU1318  HISTORY     - 19990926 GOOD             USPSQD
 TU1318
 TU1318                          STATION DESCRIPTION
 TU1318
 TU1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1318'THE INTERSECTION STATION IS LOCATED ON THE TIP OF THE SOUTHEAST
 TU1318'BANK OF THE ENTRANCE TO HONOLULU HARBOR AT THE END OF SOUTH
 TU1318'STREET IN THE SOUTH CORNER OF THE MATSON CONTAINER SHIPPING YARD,
 TU1318'BEING A TALL POLE-LIKE STRUCTURE PAINTED ALTERNATELY IN RED AND
 TU1318'WHITE.  A RED LIGHT ON TOP OF THE POLE WAS THE POINT INTERSECTED.
 TU1318
 TU1318                          STATION RECOVERY (1984)
 TU1318
 TU1318'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1318'GOOD.  AT THE SE BANK ENTRANCE TO MATSON HARBOR.  RED (WHITE MAST, RED
 TU1318'LIGHT).
 TU1318
 TU1318                          STATION RECOVERY (1999)
 TU1318
 TU1318'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1245 ***********************************************************************
 TU1245  DESIGNATION -  HONOLULU TV STATION KGMB TOWER
 TU1245  PID         -  TU1245
 TU1245  STATE/COUNTY-  HI/HONOLULU
 TU1245  USGS QUAD   -  HONOLULU (1983)
 TU1245
 TU1245                         *CURRENT SURVEY CONTROL
 TU1245  ___________________________________________________________________
 TU1245* NAD 83(1993)-  21 17 34.57700(N)    157 50 25.96792(W)     ADJUSTED  
 TU1245* LOCAL TIDAL -                                                        
 TU1245  ___________________________________________________________________
 TU1245  EPOCH DATE  -        1993.62
 TU1245  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 TU1245  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1245
 TU1245  HORZ ORDER  -  THIRD
 TU1245
 TU1245.The horizontal coordinates were established by classical geodetic methods
 TU1245.and adjusted by the National Geodetic Survey in December 1998..
 TU1245.The horizontal coordinates are valid at the epoch date displayed above.
 TU1245.The epoch date for horizontal control is a decimal equivalence
 TU1245.of Year/Month/Day.
 TU1245
 TU1245
 TU1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1245
 TU1245.The geoid height was determined by GEOID03.
 TU1245
 TU1245;                    North         East     Units Scale Factor Converg.
 TU1245;SPC HI 3     -    13,988.992   516,545.717   MT  0.99999338   +0 03 28.5
 TU1245;UTM  04      - 2,355,010.401   620,270.015   MT  0.99977874   +0 25 15.9
 TU1245
 TU1245                          SUPERSEDED SURVEY CONTROL
 TU1245
 TU1245  NAD 83(1986)-  21 17 34.52579(N)    157 50 25.97742(W) AD(       ) 4
 TU1245  OLD HI      -  21 17 45.91618(N)    157 50 35.84925(W) AD(       ) 3
 TU1245
 TU1245.Superseded values are not recommended for survey control.
 TU1245.NGS no longer adjusts projects to the OLD HI datum.
 TU1245.See file dsdata.txt to determine how the superseded data were derived.
 TU1245
 TU1245_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2027055010(NAD 83)
 TU1245
 TU1245  HISTORY     - Date     Condition        Report By
 TU1245  HISTORY     - 1963     MONUMENTED       CGS
 TU1245  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1245  HISTORY     - 1984     GOOD             USPSQD
 TU1245  HISTORY     - 19990325 GOOD             USPSQD
 TU1245
 TU1245                          STATION DESCRIPTION
 TU1245
 TU1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1245'THE STATION IS THE RED OBSTRUCTION LIGHT ON THE TOP OF THE
 TU1245'3-LEGGED, SKELETON STEEL STRUCTURE WHICH IS PAINTED IN ALTERNATE
 TU1245'RED AND WHITE SECTIONS.  IT IS LOCATED IN HONOLULU, 50 YARDS
 TU1245'NORTHEAST OF KAPIOLANI BLVD. AND 200 YARDS SOUTHEAST OF KEAAUMOKU
 TU1245'STREET.  THE LIGHT IS 441 FEET ABOVE SEA LEVEL.
 TU1245'
 TU1245'NOTE--THE ORIGINAL KGMB-TV TOWER WAS TORN DOWN AND THE
 TU1245'ABOVE-DESCRIBED TOWER CONSTRUCTED AT THE NEW LOCATION EARLY IN
 TU1245'1963.
 TU1245
 TU1245                          STATION RECOVERY (1969)
 TU1245
 TU1245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1245'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1245'DESCRIBED BY W. R. PORTER IN 1963.
 TU1245
 TU1245                          STATION RECOVERY (1984)
 TU1245
 TU1245'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1245'GOOD.  RECOVERED AS DESCRIBED.
 TU1245
 TU1245                          STATION RECOVERY (1999)
 TU1245
 TU1245'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1262 ***********************************************************************
 TU1262  DESIGNATION -  HONOLULU TV STATION KONA TOWER
 TU1262  PID         -  TU1262
 TU1262  STATE/COUNTY-  HI/HONOLULU
 TU1262  USGS QUAD   -  HONOLULU (1983)
 TU1262
 TU1262                         *CURRENT SURVEY CONTROL
 TU1262  ___________________________________________________________________
 TU1262* NAD 83(1993)-  21 17 35.63035(N)    157 51 04.04591(W)     ADJUSTED  
 TU1262* LOCAL TIDAL -                                                        
 TU1262  ___________________________________________________________________
 TU1262  EPOCH DATE  -        1993.62
 TU1262  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 TU1262  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1262
 TU1262  HORZ ORDER  -  THIRD
 TU1262
 TU1262.The horizontal coordinates were established by classical geodetic methods
 TU1262.and adjusted by the National Geodetic Survey in December 1998..
 TU1262.The horizontal coordinates are valid at the epoch date displayed above.
 TU1262.The epoch date for horizontal control is a decimal equivalence
 TU1262.of Year/Month/Day.
 TU1262
 TU1262
 TU1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1262
 TU1262.The geoid height was determined by GEOID03.
 TU1262
 TU1262;                    North         East     Units Scale Factor Converg.
 TU1262;SPC HI 3     -    14,020.316   515,448.137   MT  0.99999295   +0 03 14.6
 TU1262;UTM  04      - 2,355,034.762   619,172.495   MT  0.99977550   +0 25 02.1
 TU1262
 TU1262                          SUPERSEDED SURVEY CONTROL
 TU1262
 TU1262  NAD 83(1986)-  21 17 35.58012(N)    157 51 04.05549(W) AD(       ) 4
 TU1262  OLD HI      -  21 17 46.96646(N)    157 51 13.92633(W) AD(       ) 3
 TU1262
 TU1262.Superseded values are not recommended for survey control.
 TU1262.NGS no longer adjusts projects to the OLD HI datum.
 TU1262.See file dsdata.txt to determine how the superseded data were derived.
 TU1262
 TU1262_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1917255035(NAD 83)
 TU1262
 TU1262  HISTORY     - Date     Condition        Report By
 TU1262  HISTORY     - UNK      MONUMENTED
 TU1262  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1262  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1262  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1262  HISTORY     - 19990321 MARK NOT FOUND   USPSQD
 TU1262
 TU1262                          STATION DESCRIPTION
 TU1262
 TU1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1262'IT IS THE TALL STRUCTURAL STEEL, RED AND WHITE PAINTED T.V. TOWER
 TU1262'ON THE NORTH SIDE OF ALA MOANA BLVD JUST WEST OF T.V. STATION
 TU1262'KHVH TOWER.
 TU1262
 TU1262                          STATION RECOVERY (1965)
 TU1262
 TU1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1262'STATION WAS RECOVERED.  IT IS A 3-LEGGED, SKELETON STEEL TOWER,
 TU1262'ABOUT 350 FEET TALL AND PAINTED ALTERNATE RED AND WHITE.  LOCATED
 TU1262'OPPOSITE ALA MOANA PARK, ABOUT 150 YARDS NORTHEAST OF ALA MOANA
 TU1262'BLVD., 425 YARDS EAST OF KEWALO BASIN AND 200 YARDS NORTHWEST OF
 TU1262'THE KULA TV TOWER.
 TU1262
 TU1262                          STATION RECOVERY (1969)
 TU1262
 TU1262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1262'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1262
 TU1262                          STATION RECOVERY (1999)
 TU1262
 TU1262'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1208 ***********************************************************************
 TU1208  DESIGNATION -  HONOLULU U HAWAII ELEC LAB TWR
 TU1208  PID         -  TU1208
 TU1208  STATE/COUNTY-  HI/HONOLULU
 TU1208  USGS QUAD   -  HONOLULU (1983)
 TU1208
 TU1208                         *CURRENT SURVEY CONTROL
 TU1208  ___________________________________________________________________
 TU1208* NAD 83(1993)-  21 17 55.00257(N)    157 49 08.09057(W)     ADJUSTED  
 TU1208* LOCAL TIDAL -                                                        
 TU1208  ___________________________________________________________________
 TU1208  EPOCH DATE  -        1993.62
 TU1208  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 TU1208  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU1208
 TU1208  HORZ ORDER  -  THIRD
 TU1208
 TU1208.The horizontal coordinates were established by classical geodetic methods
 TU1208.and adjusted by the National Geodetic Survey in December 1998..
 TU1208.The horizontal coordinates are valid at the epoch date displayed above.
 TU1208.The epoch date for horizontal control is a decimal equivalence
 TU1208.of Year/Month/Day.
 TU1208
 TU1208
 TU1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1208
 TU1208.The geoid height was determined by GEOID03.
 TU1208
 TU1208;                    North         East     Units Scale Factor Converg.
 TU1208;SPC HI 3     -    14,619.616   518,789.713   MT  0.99999436   +0 03 56.8
 TU1208;UTM  04      - 2,355,655.101   622,509.493   MT  0.99978546   +0 25 44.6
 TU1208
 TU1208                          SUPERSEDED SURVEY CONTROL
 TU1208
 TU1208  NAD 83(1986)-  21 17 54.95213(N)    157 49 08.10018(W) AD(       ) 4
 TU1208  OLD HI      -  21 18 06.34553(N)    157 49 17.97313(W) AD(       ) 3
 TU1208
 TU1208.Superseded values are not recommended for survey control.
 TU1208.NGS no longer adjusts projects to the OLD HI datum.
 TU1208.See file dsdata.txt to determine how the superseded data were derived.
 TU1208
 TU1208_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2250955655(NAD 83)
 TU1208
 TU1208  HISTORY     - Date     Condition        Report By
 TU1208  HISTORY     - 1969     MONUMENTED       CGS
 TU1208  HISTORY     - 19990323 MARK NOT FOUND   USPSQD
 TU1208
 TU1208                          STATION DESCRIPTION
 TU1208
 TU1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1208'THE STATION IS THE TOP CENTER OF A GREEN, FOUR-LEGGED TOWER
 TU1208'WHICH IS POINTED AT THE TOP AND IS 110 FEET HIGH.  THE TOWER
 TU1208'IS LOCATED IN THE SOUTH AREA OF THE UNIVERSITY CAMPUS AT THE
 TU1208'ELECTRICAL ENGINEERING LAB 2 BUILDING.
 TU1208
 TU1208                          STATION RECOVERY (1999)
 TU1208
 TU1208'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF8972 ***********************************************************************
 DF8972  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8972  DESIGNATION -  HONOLULU WAAS 1 CORS ARP
 DF8972  CORS_ID     -  ZHN1
 DF8972  PID         -  DF8972
 DF8972  STATE/COUNTY-  HI/HONOLULU
 DF8972  USGS QUAD   -  PEARL HARBOR (1983)
 DF8972
 DF8972                         *CURRENT SURVEY CONTROL
 DF8972  ___________________________________________________________________
 DF8972* NAD 83(CORS)-  21 18 46.72979(N)    157 55 14.88344(W)     ADJUSTED  
 DF8972* LOCAL TIDAL -                                                        
 DF8972  ___________________________________________________________________
 DF8972  EPOCH DATE  -        2002.00
 DF8972  X           -  -5,508,635.782 (meters)                     COMP
 DF8972  Y           -  -2,234,495.749 (meters)                     COMP
 DF8972  Z           -   2,303,720.912 (meters)                     COMP
 DF8972  ELLIP HEIGHT-          23.92  (meters)          (11/??/03) GPS OBS
 DF8972  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 DF8972
 DF8972  HORZ ORDER  -  SPECIAL (CORS)
 DF8972  ELLP ORDER  -  SPECIAL (CORS)
 DF8972
 DF8972.ITRF positions are available for this station.
 DF8972.The coordinates were established by GPS observations
 DF8972.and adjusted by the National Geodetic Survey in November 2003..
 DF8972.The coordinates are valid at the epoch date displayed above.
 DF8972.The epoch date for horizontal control is a decimal equivalence
 DF8972.of Year/Month/Day.
 DF8972
 DF8972
 DF8972.The PID for the CORS L1 Phase Center is DF8973.
 DF8972
 DF8972.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8972
 DF8972.The ellipsoidal height was determined by GPS observations
 DF8972.and is referenced to NAD 83.
 DF8972
 DF8972.The geoid height was determined by GEOID03.
 DF8972
 DF8972;                    North         East     Units Scale Factor Converg.
 DF8972;SPC HI 3     -    16,201.793   508,216.988   MT  0.99999083   +0 01 43.6
 DF8972
 DF8972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8972!SPC HI 3     -   0.99999624  x   0.99999083  =   0.99998707
 DF8972
 DF8972                          SUPERSEDED SURVEY CONTROL
 DF8972
 DF8972.No superseded survey control is available for this station.
 DF8972
 DF8972_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1192957170(NAD 83)
 DF8972_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF8972
 DF8972                          STATION DESCRIPTION
 DF8972
 DF8972'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF8972'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8972'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8972'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8972'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8972'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF8973 ***********************************************************************
 DF8973  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8973  DESIGNATION -  HONOLULU WAAS 1 CORS L1 PHASE CENTER
 DF8973  CORS_ID     -  ZHN1
 DF8973  PID         -  DF8973
 DF8973  STATE/COUNTY-  HI/HONOLULU
 DF8973  USGS QUAD   -  PEARL HARBOR (1983)
 DF8973
 DF8973                         *CURRENT SURVEY CONTROL
 DF8973  ___________________________________________________________________
 DF8973* NAD 83(CORS)-  21 18 46.72972(N)    157 55 14.88343(W)     ADJUSTED  
 DF8973* LOCAL TIDAL -                                                        
 DF8973  ___________________________________________________________________
 DF8973  EPOCH DATE  -        2002.00
 DF8973  X           -  -5,508,636.128 (meters)                     COMP
 DF8973  Y           -  -2,234,495.889 (meters)                     COMP
 DF8973  Z           -   2,303,721.055 (meters)                     COMP
 DF8973  ELLIP HEIGHT-          24.32  (meters)          (11/??/03) GPS OBS
 DF8973  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 DF8973
 DF8973  HORZ ORDER  -  SPECIAL (CORS)
 DF8973  ELLP ORDER  -  SPECIAL (CORS)
 DF8973
 DF8973.ITRF positions are available for this station.
 DF8973.The coordinates were established by GPS observations
 DF8973.and adjusted by the National Geodetic Survey in November 2003..
 DF8973.The coordinates are valid at the epoch date displayed above.
 DF8973.The epoch date for horizontal control is a decimal equivalence
 DF8973.of Year/Month/Day.
 DF8973
 DF8973
 DF8973.The PID for the CORS ARP is DF8972.
 DF8973
 DF8973.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8973
 DF8973.The ellipsoidal height was determined by GPS observations
 DF8973.and is referenced to NAD 83.
 DF8973
 DF8973.The geoid height was determined by GEOID03.
 DF8973
 DF8973;                    North         East     Units Scale Factor Converg.
 DF8973;SPC HI 3     -    16,201.791   508,216.989   MT  0.99999083   +0 01 43.6
 DF8973
 DF8973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8973!SPC HI 3     -   0.99999618  x   0.99999083  =   0.99998701
 DF8973
 DF8973                          SUPERSEDED SURVEY CONTROL
 DF8973
 DF8973.No superseded survey control is available for this station.
 DF8973
 DF8973_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1192957170(NAD 83)
 DF8973_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8973
 DF8973                          STATION DESCRIPTION
 DF8973
 DF8973'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8973'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8973'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8973'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8973'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8973'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1219 ***********************************************************************
 TU1219  DESIGNATION -  HONOLULU WAIKIKI PLAZA FP
 TU1219  PID         -  TU1219
 TU1219  STATE/COUNTY-  HI/HONOLULU
 TU1219  USGS QUAD   -  HONOLULU (1983)
 TU1219
 TU1219                         *CURRENT SURVEY CONTROL
 TU1219  ___________________________________________________________________
 TU1219* NAD 83(1993)-  21 16 43.66059(N)    157 49 40.82919(W)     ADJUSTED  
 TU1219* LOCAL TIDAL -                                                        
 TU1219  ___________________________________________________________________
 TU1219  EPOCH DATE  -        1993.62
 TU1219  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 TU1219  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1219
 TU1219  HORZ ORDER  -  THIRD
 TU1219
 TU1219.The horizontal coordinates were established by classical geodetic methods
 TU1219.and adjusted by the National Geodetic Survey in December 1998..
 TU1219.The horizontal coordinates are valid at the epoch date displayed above.
 TU1219.The epoch date for horizontal control is a decimal equivalence
 TU1219.of Year/Month/Day.
 TU1219
 TU1219
 TU1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1219
 TU1219.The geoid height was determined by GEOID03.
 TU1219
 TU1219;                    North         East     Units Scale Factor Converg.
 TU1219;SPC HI 3     -    12,424.396   517,848.491   MT  0.99999393   +0 03 44.7
 TU1219;UTM  04      - 2,353,454.423   621,582.397   MT  0.99978267   +0 25 31.4
 TU1219
 TU1219                          SUPERSEDED SURVEY CONTROL
 TU1219
 TU1219  NAD 83(1986)-  21 16 43.60984(N)    157 49 40.83838(W) AD(       ) 4
 TU1219  OLD HI      -  21 16 54.99794(N)    157 49 50.70964(W) AD(       ) 3
 TU1219
 TU1219.Superseded values are not recommended for survey control.
 TU1219.NGS no longer adjusts projects to the OLD HI datum.
 TU1219.See file dsdata.txt to determine how the superseded data were derived.
 TU1219
 TU1219_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2158253454(NAD 83)
 TU1219_MARKER: 62 = FLAGPOLE
 TU1219
 TU1219  HISTORY     - Date     Condition        Report By
 TU1219  HISTORY     - 1969     FIRST OBSERVED   CGS
 TU1219  HISTORY     - 1984     GOOD             USPSQD
 TU1219  HISTORY     - 19951016 GOOD             USPSQD
 TU1219  HISTORY     - 19990322 GOOD             USPSQD
 TU1219
 TU1219                          STATION DESCRIPTION
 TU1219
 TU1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1219'LOCATED AT 2270 KALAKAUA AVENUE IN HONOLULU.  THE BUILDING IS
 TU1219'21 FLOORS HIGH.  THE POINT INTERSECTED IS THE BASE OF THE
 TU1219'FLAGPOLE ON THE TOP OF THE REVOLVING RESTAURANT.
 TU1219
 TU1219                          STATION RECOVERY (1984)
 TU1219
 TU1219'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1219'GOOD.  FLAGPOLE EXISTS AS DESCRIBED ON TOP OF REVOLVING RESTAURANT
 TU1219'AT 2270 KALAKAUA AVE.
 TU1219
 TU1219                          STATION RECOVERY (1995)
 TU1219
 TU1219'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1219'RECOVERED IN GOOD CONDITION.
 TU1219
 TU1219                          STATION RECOVERY (1999)
 TU1219
 TU1219'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1226 ***********************************************************************
 TU1226  DESIGNATION -  HONOLULU WAIKIKI SH APT SE FP
 TU1226  PID         -  TU1226
 TU1226  STATE/COUNTY-  HI/HONOLULU
 TU1226  USGS QUAD   -  HONOLULU (1983)
 TU1226
 TU1226                         *CURRENT SURVEY CONTROL
 TU1226  ___________________________________________________________________
 TU1226* NAD 83(1993)-  21 16 41.21649(N)    157 50 00.05066(W)     ADJUSTED  
 TU1226* LOCAL TIDAL -                                                        
 TU1226  ___________________________________________________________________
 TU1226  EPOCH DATE  -        1993.62
 TU1226  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 TU1226  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1226
 TU1226  HORZ ORDER  -  THIRD
 TU1226
 TU1226.The horizontal coordinates were established by classical geodetic methods
 TU1226.and adjusted by the National Geodetic Survey in December 1998..
 TU1226.The horizontal coordinates are valid at the epoch date displayed above.
 TU1226.The epoch date for horizontal control is a decimal equivalence
 TU1226.of Year/Month/Day.
 TU1226
 TU1226
 TU1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1226
 TU1226.The geoid height was determined by GEOID03.
 TU1226
 TU1226;                    North         East     Units Scale Factor Converg.
 TU1226;SPC HI 3     -    12,348.632   517,294.482   MT  0.99999369   +0 03 37.7
 TU1226;UTM  04      - 2,353,375.168   621,028.997   MT  0.99978101   +0 25 24.3
 TU1226
 TU1226                          SUPERSEDED SURVEY CONTROL
 TU1226
 TU1226  NAD 83(1986)-  21 16 41.16560(N)    157 50 00.05964(W) AD(       ) 4
 TU1226  OLD HI      -  21 16 52.55364(N)    157 50 09.93010(W) AD(       ) 3
 TU1226
 TU1226.Superseded values are not recommended for survey control.
 TU1226.NGS no longer adjusts projects to the OLD HI datum.
 TU1226.See file dsdata.txt to determine how the superseded data were derived.
 TU1226
 TU1226_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2102953375(NAD 83)
 TU1226
 TU1226  HISTORY     - Date     Condition        Report By
 TU1226  HISTORY     - 1969     MONUMENTED       CGS
 TU1226  HISTORY     - 19990322 GOOD             USPSQD
 TU1226
 TU1226                          STATION DESCRIPTION
 TU1226
 TU1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1226'THE STATION IS THE SOUTHEAST ONE OF TWO FLAGPOLES ON TOP OF A
 TU1226'16-FLOOR BUILDING LOCATED AT 2161 KALIA ROAD IN WAIKIKI.  THE
 TU1226'FLAGPOLE INTERSECTED WAS THE ONE FLYING THE STATE FLAG.
 TU1226
 TU1226                          STATION RECOVERY (1999)
 TU1226
 TU1226'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2779 ***********************************************************************
 TU2779  DESIGNATION -  HONOMAELE
 TU2779  PID         -  TU2779
 TU2779  STATE/COUNTY-  HI/MAUI
 TU2779  USGS QUAD   -  HANA (1983)
 TU2779
 TU2779                         *CURRENT SURVEY CONTROL
 TU2779  ___________________________________________________________________
 TU2779* NAD 83(1993)-  20 47 49.17849(N)    156 02 22.21799(W)     ADJUSTED  
 TU2779* LOCAL TIDAL -        61.     (meters)     200.     (feet)  SCALED    
 TU2779  ___________________________________________________________________
 TU2779  EPOCH DATE  -        1993.62
 TU2779  LAPLACE CORR-         -12.79  (seconds)                    DEFLEC99
 TU2779  GEOID HEIGHT-          14.50  (meters)                     GEOID03
 TU2779
 TU2779  HORZ ORDER  -  THIRD
 TU2779
 TU2779.The horizontal coordinates were established by classical geodetic methods
 TU2779.and adjusted by the National Geodetic Survey in December 1998..
 TU2779.The horizontal coordinates are valid at the epoch date displayed above.
 TU2779.The epoch date for horizontal control is a decimal equivalence
 TU2779.of Year/Month/Day.
 TU2779
 TU2779.The orthometric height was scaled from a topographic map.
 TU2779
 TU2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2779
 TU2779.The geoid height was determined by GEOID03.
 TU2779
 TU2779;                    North         East     Units Scale Factor Converg.
 TU2779;SPC HI 2     -    51,457.710   565,292.815   MT  1.00001933   +0 13 21.7
 TU2779;UTM  04      - 2,302,509.528   808,198.100   MT  1.00077405   +1 03 07.1
 TU2779;UTM  05      - 2,302,662.690   183,570.941   MT  1.00083761   -1 04 48.4
 TU2779
 TU2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2779!SPC HI 2     -   0.99998813  x   1.00001933  =   1.00000746
 TU2779!UTM  04      -   0.99998813  x   1.00077405  =   1.00076217
 TU2779!UTM  05      -   0.99998813  x   1.00083761  =   1.00082573
 TU2779
 TU2779:                Primary Azimuth Mark                     Grid Az
 TU2779:SPC HI 2     -  OLOPAWA 1878                             166 28 19.5
 TU2779:UTM  04      -  OLOPAWA 1878                             165 38 34.1
 TU2779:UTM  05      -  OLOPAWA 1878                             167 46 29.6
 TU2779
 TU2779|---------------------------------------------------------------------|
 TU2779| PID    Reference Object                     Distance      Geod. Az  |
 TU2779|                                                           dddmmss.s |
 TU2779| TU2777 OLOPAWA 1878                        APPROX. 3.3 KM 1664141.2 |
 TU2779|---------------------------------------------------------------------|
 TU2779
 TU2779                          SUPERSEDED SURVEY CONTROL
 TU2779
 TU2779  NAD 83(1986)-  20 47 49.14716(N)    156 02 22.23482(W) AD(       ) 3
 TU2779  OLD HI      -  20 48 00.90000(N)    156 02 32.43000(W) AD(       ) 3
 TU2779
 TU2779.Superseded values are not recommended for survey control.
 TU2779.NGS no longer adjusts projects to the OLD HI datum.
 TU2779.See file dsdata.txt to determine how the superseded data were derived.
 TU2779
 TU2779_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ0819802510(NAD 83)
 TU2779_MARKER: Z = SEE DESCRIPTION
 TU2779_SETTING: 0 = UNSPECIFIED SETTING
 TU2779
 TU2779  HISTORY     - Date     Condition        Report By
 TU2779  HISTORY     - UNK      MONUMENTED
 TU2779  HISTORY     - 1968     MARK NOT FOUND   CGS
 TU2779
 TU2779                          STATION DESCRIPTION
 TU2779
 TU2779'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2779'SEARCHED FOR BUT NOT FOUND.  THE POINT WAS DETERMINED BY ANGLE,
 TU2779'AND FALLS ON A SMALL ROCKY KNOLL IN HILLY PASTURE LAND, ABOUT 600
 TU2779'FEET SOUTH-SOUTHWEST OF STATION HANA NORTHWEST BASE 1950, BUT
 TU2779'NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2147 ***********************************************************************
 TU2147  DESIGNATION -  HONOMU 1912
 TU2147  PID         -  TU2147
 TU2147  STATE/COUNTY-  HI/HAWAII
 TU2147  USGS QUAD   -  PAPAIKOU (1994)
 TU2147
 TU2147                         *CURRENT SURVEY CONTROL
 TU2147  ___________________________________________________________________
 TU2147* NAD 83(1993)-  19 52 12.65503(N)    155 06 25.11945(W)     ADJUSTED  
 TU2147* LOCAL TIDAL -        67.     (meters)     220.     (feet)  SCALED    
 TU2147  ___________________________________________________________________
 TU2147  EPOCH DATE  -        1993.62
 TU2147  LAPLACE CORR-         -19.46  (seconds)                    DEFLEC99
 TU2147  GEOID HEIGHT-          17.53  (meters)                     GEOID03
 TU2147
 TU2147  HORZ ORDER  -  THIRD
 TU2147
 TU2147.The horizontal coordinates were established by classical geodetic methods
 TU2147.and adjusted by the National Geodetic Survey in December 1998..
 TU2147.The horizontal coordinates are valid at the epoch date displayed above.
 TU2147.The epoch date for horizontal control is a decimal equivalence
 TU2147.of Year/Month/Day.
 TU2147
 TU2147.The orthometric height was scaled from a topographic map.
 TU2147
 TU2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2147
 TU2147.The geoid height was determined by GEOID03.
 TU2147
 TU2147;                    North         East     Units Scale Factor Converg.
 TU2147;SPC HI 1     -   114,819.496   541,161.136   MT  0.99998760   +0 08 00.9
 TU2147;UTM  05      - 2,198,494.946   279,380.510   MT  1.00020163   -0 42 59.2
 TU2147
 TU2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2147!SPC HI 1     -   0.99998671  x   0.99998760  =   0.99997431
 TU2147!UTM  05      -   0.99998671  x   1.00020163  =   1.00018834
 TU2147
 TU2147                          SUPERSEDED SURVEY CONTROL
 TU2147
 TU2147  NAD 83(1986)-  19 52 12.62618(N)    155 06 25.13070(W) AD(       ) 3
 TU2147  OLD HI      -  19 52 23.60200(N)    155 06 35.09400(W) AD(       ) 3
 TU2147
 TU2147.Superseded values are not recommended for survey control.
 TU2147.NGS no longer adjusts projects to the OLD HI datum.
 TU2147.See file dsdata.txt to determine how the superseded data were derived.
 TU2147
 TU2147_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7938198495(NAD 83)
 TU2147
 TU2147  HISTORY     - Date     Condition        Report By
 TU2147  HISTORY     - 1912     MONUMENTED       CGS
 TU2147  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2147
 TU2147                          STATION DESCRIPTION
 TU2147
 TU2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2147'ON EAST COAST OF HAWAII, IN THE CANE FIELD ABOUT 1/2 MILE SOUTHEAST
 TU2147'OF HONOMU SUGAR MILL, ON THE NORTH SIDE OF HONOMU GULCH, ON A VERY
 TU2147'SLIGHT KNOLL WHICH IS ABOUT 80 METERS SOUTHWEST FROM THE RAILROAD
 TU2147'CUT, AND ABOUT 20 METERS NORTHWEST FROM THE STEEP SIDE OF THE
 TU2147'GULCH, AT EDGE OF CANE.  INSHORE OR TO THE SOUTHWEST THE LAND IS
 TU2147'FAIRLY LEVEL, AND SOON BEGINS TO RISE.  THE FOLLOWING BEARINGS
 TU2147'ARE FROM THE STATION--MILL STACK, N. 41 DEG W.  GABLE (CUPOLA)
 TU2147'OF FREIGHT HOIST AT CLIFF EDGE, N. 32 DEG W.  LARGE ISOLATED
 TU2147'MANGO TREE ACROSS GULCH.  S. 30 DEG E.  FLAGSTAFF ON JAPANESE
 TU2147'SCHOOL ON PUBLIC ROAD, S. 67 DEG W.  AND RAILROAD CUT ON
 TU2147'OTHER SIDE OF GULCH, S. 59 DEG E.  STATION IS REACHED FROM
 TU2147'HONOMU STORE BY PROCEEDING TOWARDS HILO ON PUBLIC ROAD, PASSING
 TU2147'AT ABOUT 1/3 MILE A JAPANESE SCHOOL AND TEMPLE ON THE SEAWARD
 TU2147'SIDE OF THE ROAD, AND A SHORT DISTANCE BEYOND TURNING SEAWARD
 TU2147'THROUGH A GATE AND FOLLOWING TRAIL TO BRIDGE WHICH CROSSES
 TU2147'RAILROAD CUT.  RETURN 80 METERS FROM EDGE OF BRIDGE BACK ALONG
 TU2147'TRAIL, AND FOLLOW ALONG PARALLEL TO THE RAILROAD CUT UNTIL THE
 TU2147'LAND BEGINS TO FALL TOWARDS GULCH, WHEN THE STATION KNOLL
 TU2147'WILL BE REACHED.  SUBSURFACE MARK IS A SODA WATER BOTTLE, BOTTOM
 TU2147'UP (NECK CRACKED) 3 FEET BELOW SURFACE OF GROUND.  FIVE
 TU2147'INCHES ABOVE THE BOTTLE IS THE BOTTOM OF THE SURFACE MARK, A
 TU2147'CONICAL MASS OF CONCRETE IN WHICH IS A 1-1/2 INCH
 TU2147'GALVANIZED-IRON PIPE, PROJECTING THREE FEET ABOVE SURFACE OF
 TU2147'GROUND.
 TU2147
 TU2147                          STATION RECOVERY (1967)
 TU2147
 TU2147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2147'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE SURFACE MARK WAS
 TU2147'DESTROYED LONG AGO BY SUGAR CANE OPERATIONS.
 TU2147'
 TU2147'A SEARCH WAS MADE FOR THE UNDERGROUND MARK DESCRIBED BY DISTANCE
 TU2147'AND ANGLE FROM A TEMPORARY POINT ESTABLISHED IN THE VICINITY BY
 TU2147'TRIANGULATION FROM KAUKU AND HONOHINA, BUT IT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2132 ***********************************************************************
 TU2132  DESIGNATION -  HONOMU STACK
 TU2132  PID         -  TU2132
 TU2132  STATE/COUNTY-  HI/HAWAII
 TU2132  USGS QUAD   -  PAPAIKOU (1994)
 TU2132
 TU2132                         *CURRENT SURVEY CONTROL
 TU2132  ___________________________________________________________________
 TU2132* NAD 83(1993)-  19 52 34.43784(N)    155 06 39.49730(W)     ADJUSTED  
 TU2132* LOCAL TIDAL -        11.     (meters)      36.     (feet)  SCALED    
 TU2132  ___________________________________________________________________
 TU2132  EPOCH DATE  -        1993.62
 TU2132  LAPLACE CORR-         -19.47  (seconds)                    DEFLEC99
 TU2132  GEOID HEIGHT-          17.54  (meters)                     GEOID03
 TU2132
 TU2132  HORZ ORDER  -  THIRD
 TU2132
 TU2132.The horizontal coordinates were established by classical geodetic methods
 TU2132.and adjusted by the National Geodetic Survey in December 1998..
 TU2132.The horizontal coordinates are valid at the epoch date displayed above.
 TU2132.The epoch date for horizontal control is a decimal equivalence
 TU2132.of Year/Month/Day.
 TU2132
 TU2132.The orthometric height was scaled from a topographic map.
 TU2132
 TU2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2132
 TU2132.The geoid height was determined by GEOID03.
 TU2132
 TU2132;                    North         East     Units Scale Factor Converg.
 TU2132;SPC HI 1     -   115,488.354   540,741.310   MT  0.99998717   +0 07 56.2
 TU2132;UTM  05      - 2,199,170.104   278,970.567   MT  1.00020387   -0 43 04.8
 TU2132
 TU2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2132!SPC HI 1     -   0.99999551  x   0.99998717  =   0.99998268
 TU2132!UTM  05      -   0.99999551  x   1.00020387  =   1.00019938
 TU2132
 TU2132                          SUPERSEDED SURVEY CONTROL
 TU2132
 TU2132  NAD 83(1986)-  19 52 34.40936(N)    155 06 39.50743(W) AD(       ) 3
 TU2132  OLD HI      -  19 52 45.38800(N)    155 06 49.47200(W) AD(       ) 3
 TU2132
 TU2132.Superseded values are not recommended for survey control.
 TU2132.NGS no longer adjusts projects to the OLD HI datum.
 TU2132.See file dsdata.txt to determine how the superseded data were derived.
 TU2132
 TU2132_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7897199170(NAD 83)
 TU2132
 TU2132  HISTORY     - Date     Condition        Report By
 TU2132  HISTORY     - UNK      MONUMENTED
 TU2132  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2132
 TU2132                          STATION DESCRIPTION
 TU2132
 TU2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2132'STATION IS GONE.  THE SUGAR MILL AND STACK HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3316 ***********************************************************************
 TU3316  DESIGNATION -  HONOMUNI 1915
 TU3316  PID         -  TU3316
 TU3316  STATE/COUNTY-  HI/MAUI
 TU3316  USGS QUAD   -  
 TU3316
 TU3316                         *CURRENT SURVEY CONTROL
 TU3316  ___________________________________________________________________
 TU3316* NAD 83(1993)-  21 05 00.59183(N)    156 46 31.01430(W)     ADJUSTED  
 TU3316* LOCAL TIDAL -         3.     (meters)      10.     (feet)  VERT ANG  
 TU3316  ___________________________________________________________________
 TU3316  EPOCH DATE  -        1993.62
 TU3316  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 TU3316  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU3316
 TU3316  HORZ ORDER  -  SECOND
 TU3316
 TU3316.The horizontal coordinates were established by classical geodetic methods
 TU3316.and adjusted by the National Geodetic Survey in December 1998..
 TU3316.The horizontal coordinates are valid at the epoch date displayed above.
 TU3316.The epoch date for horizontal control is a decimal equivalence
 TU3316.of Year/Month/Day.
 TU3316
 TU3316.The orthometric height was determined by vertical angle observations.
 TU3316.No vertical observational check was made to the station.
 TU3316
 TU3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3316
 TU3316.The geoid height was determined by GEOID03.
 TU3316
 TU3316;                    North         East     Units Scale Factor Converg.
 TU3316;SPC HI 2     -    83,054.235   488,713.910   MT  0.99996824   -0 02 20.7
 TU3316;UTM  04      - 2,333,003.332   731,126.838   MT  1.00026019   +0 48 02.3
 TU3316
 TU3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3316!SPC HI 2     -   0.99999709  x   0.99996824  =   0.99996533
 TU3316!UTM  04      -   0.99999709  x   1.00026019  =   1.00025728
 TU3316
 TU3316:                Primary Azimuth Mark                     Grid Az
 TU3316:SPC HI 2     -  PUU MANO 1890                            353 12 52.6
 TU3316:UTM  04      -  PUU MANO 1890                            352 22 29.6
 TU3316
 TU3316|---------------------------------------------------------------------|
 TU3316| PID    Reference Object                     Distance      Geod. Az  |
 TU3316|                                                           dddmmss.s |
 TU3316| TU3317 PUU MANO 1890                       APPROX. 1.5 KM 3531031.9 |
 TU3316|---------------------------------------------------------------------|
 TU3316
 TU3316                          SUPERSEDED SURVEY CONTROL
 TU3316
 TU3316  NAD 83(1986)-  21 05 00.54575(N)    156 46 30.96073(W) AD(       ) 2
 TU3316  OLD HI      -  21 05 12.03700(N)    156 46 41.07700(W) AD(       ) 2
 TU3316
 TU3316.Superseded values are not recommended for survey control.
 TU3316.NGS no longer adjusts projects to the OLD HI datum.
 TU3316.See file dsdata.txt to determine how the superseded data were derived.
 TU3316
 TU3316_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3112733003(NAD 83)
 TU3316
 TU3316  HISTORY     - Date     Condition        Report By
 TU3316  HISTORY     - 1915     MONUMENTED       CGS
 TU3316  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU3316  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3316  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3316
 TU3316                          STATION DESCRIPTION
 TU3316
 TU3316'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3316'ON SOUTHEAST COAST OF MOLOKAI, ON HONOMUNI POINT, A FLAT GRASSY
 TU3316'POINT ABOUT 1-1/2 MILES EAST FROM PUKOO WHARF.  AN ISOLATED
 TU3316'CLUMP OF LAUHALA TREES VERY PLAINLY MARKS THIS POINT.  STATION IS
 TU3316'ON FENCE LINE, ABOUT 40 METERS BACK FROM HIGH-WATER MARK.  FROM
 TU3316'THE SMALL CONICAL UNPAINTED STEEPLE CLOSE TO AND JUST BELOW THE
 TU3316'GOVERNMENT ROAD THE STATION BEARS N. 68 DEG E., 410 METERS.
 TU3316'FROM THE NEARER OF THE TWO RED HOUSES ON THE BEACH AND BELONGING
 TU3316'TO BOWEN IT BEARS S. 35 DEG W., 475 METERS.  AND FROM THE
 TU3316'COTTAGE OF KIOHINU (A NATIVE) IT BEARS S. 30 DEG E., 100
 TU3316'METERS.  SUBSURFACE MARK IS A BOTTLE.  SURFACE MARK IS A CONCRETE
 TU3316'MONUMENT WITH STANDARD UNITED STATES COAST AND GEODETIC
 TU3316'SURVEY BRONZE DISK, NOTE 6 1/2.
 TU3316
 TU3316                          STATION RECOVERY (1931)
 TU3316
 TU3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3316'STATION IS ON THE S COAST OF MOLOKAI ISLAND.  IT WAS RECOVERED
 TU3316'AS DESCRIBED.  THE TERRITORIAL GOVERNMENT HAS REMARKED THE
 TU3316'STATION ACCORDING TO NOTE 14 B.
 TU3316
 TU3316                          STATION RECOVERY (1962)
 TU3316
 TU3316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3316'STATION WAS RECOVERED IN GOOD CONDITION.
 TU3316'
 TU3316'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF THE WHARF AT
 TU3316'KAMALO, ABOUT 0.2 MILE SOUTH OF STATE ROUTE 45, AND ABOUT 40
 TU3316'METERS NORTH OF THE HIGH WATER LINE.  STATION IS IN THE SOUTHEAST
 TU3316'CORNER OF A PASTURE, ABOUT 7 FEET WEST OF A FENCE LINE.  A
 TU3316'STANDARD STATION DISK, UNSTAMPED, AND SET IN THE TOP OF A CONCRETE
 TU3316'POST.  A TERRITORY OF HAWAII TYPE B1 STRUCTURE IS BUILT OVER THE
 TU3316'STATION.  THE VISIBILITY FROM THE STATION IS OBSTRUCTED
 TU3316'IN ALL DIRECTIONS EXCEPT TO THE NORTH.
 TU3316'
 TU3316'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 45 AND
 TU3316'46 AT THE POST OFFICE IN KAUNAKAKAI, GO 20.8 MILES SOUTHEAST OF
 TU3316'STATE ROUTE 45 TO DRIVE ON RIGHT, TURN RIGHT AND GO ABOUT 0.1
 TU3316'MILE SOUTH TO HOUSE ON LEFT AND GATE IN FENCE LINE ON RIGHT,
 TU3316'TURN RIGHT AND FOLLOW FENCE LINE SOUTH ABOUT 0.1 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1963 ***********************************************************************
 TU1963  DESIGNATION -  HONONO 1927
 TU1963  PID         -  TU1963
 TU1963  STATE/COUNTY-  HI/KAUAI
 TU1963  USGS QUAD   -  HANALEI (1996)
 TU1963
 TU1963                         *CURRENT SURVEY CONTROL
 TU1963  ___________________________________________________________________
 TU1963* NAD 83(1993)-  22 13 27.82293(N)    159 27 17.07153(W)     ADJUSTED  
 TU1963* LOCAL TIDAL -        52.     (meters)     171.     (feet)  SCALED    
 TU1963  ___________________________________________________________________
 TU1963  EPOCH DATE  -        1993.62
 TU1963  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 TU1963  GEOID HEIGHT-          15.23  (meters)                     GEOID03
 TU1963
 TU1963  HORZ ORDER  -  THIRD
 TU1963
 TU1963.The horizontal coordinates were established by classical geodetic methods
 TU1963.and adjusted by the National Geodetic Survey in December 1998..
 TU1963.The horizontal coordinates are valid at the epoch date displayed above.
 TU1963.The epoch date for horizontal control is a decimal equivalence
 TU1963.of Year/Month/Day.
 TU1963
 TU1963.The orthometric height was scaled from a topographic map.
 TU1963
 TU1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1963
 TU1963.The geoid height was determined by GEOID03.
 TU1963
 TU1963;                    North         East     Units Scale Factor Converg.
 TU1963;SPC HI 4     -    43,302.811   504,665.994   MT  0.99999027   +0 01 01.6
 TU1963;UTM  04      - 2,457,735.052   453,134.988   MT  0.99962714   -0 10 19.2
 TU1963
 TU1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1963!SPC HI 4     -   0.99998943  x   0.99999027  =   0.99997970
 TU1963!UTM  04      -   0.99998943  x   0.99962714  =   0.99961658
 TU1963
 TU1963                          SUPERSEDED SURVEY CONTROL
 TU1963
 TU1963  NAD 83(1986)-  22 13 27.77960(N)    159 27 17.12483(W) AD(       ) 3
 TU1963  OLD HI      -  22 13 39.13800(N)    159 27 27.21000(W) AD(       ) 3
 TU1963
 TU1963.Superseded values are not recommended for survey control.
 TU1963.NGS no longer adjusts projects to the OLD HI datum.
 TU1963.See file dsdata.txt to determine how the superseded data were derived.
 TU1963
 TU1963_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5313557735(NAD 83)
 TU1963_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1963_SETTING: 80 = SET IN A BOULDER
 TU1963_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1963
 TU1963  HISTORY     - Date     Condition        Report By
 TU1963  HISTORY     - 1927     MONUMENTED       CGS
 TU1963  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1963  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1963
 TU1963                          STATION DESCRIPTION
 TU1963
 TU1963'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1963'ON THE NORTH COAST OF KAUAI, ABOUT MIDWAY BETWEEN KALIHIWAI AND
 TU1963'HANALEI BAYS, ON A PROMONTORY NEAR THE SEA NAMED KA LAE
 TU1963'HONONO.  THE TOP IS COVERED WITH BRUSH AND IS ABOUT 190 FEET
 TU1963'ABOVE HIGH WATER.  STATION APPROACHED BY A PAVED ROAD WHICH
 TU1963'LEAVES THE MAIN HIGHWAY ON THE WEST SIDE OF KALIHIWAI BAY AND
 TU1963'PARALLELS THE COAST.  STATION IS APPROXIMATELY 1/2 MILE WEST
 TU1963'OF CHURCH.  MARKED ACCORDING TO NOTE 4, A STANDARD DISK IN
 TU1963'BOWLDER.  REFERENCE MARK NO. 1, A STANDARD REFERENCE DISK IN
 TU1963'CONCRETE BLOCK, NOTE 11A, IS 2.09 METERS (6.9 FEET) FROM
 TU1963'STATION IN AZIMUTH 19 DEG 24 MIN.  REFERENCE MARK NO. 2 IS
 TU1963'A STANDARD DISK CEMENTED IN A 1 1/2-INCH GAS PIPE DRIVEN
 TU1963'FLUSH WITH GROUND.  IT IS 3.55 METERS (11.6 FEET) FROM
 TU1963'STATION IN AZIMUTH 221 DEG 27 MIN.
 TU1963
 TU1963                          STATION RECOVERY (1965)
 TU1963
 TU1963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1963'STATION HAS BEEN DESTROYED.  THERE IS A CONCRETE PILLBOX,
 TU1963'PROBABLY BUILT DURING WW-II, ON THE HILL.  AN ANGLE CHECK,
 TU1963'USING STATIONS KAMOKU, KILAUEA, AND ROAN INDICATE THAT THE
 TU1963'STATION WAS AT THE POINT OCCUPIED BY THE PILLBOX.  THE REFERENCE
 TU1963'MARKS COULD NOT BE FOUND AND ARE BELIEVED TO HAVE BEEN
 TU1963'DESTROYED BY EXCAVATION.
 TU1963
 TU1963                          STATION RECOVERY (1998)
 TU1963
 TU1963'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3228 ***********************************************************************
 TU3228  DESIGNATION -  HONOPU
 TU3228  PID         -  TU3228
 TU3228  STATE/COUNTY-  HI/MAUI
 TU3228  USGS QUAD   -  
 TU3228
 TU3228                         *CURRENT SURVEY CONTROL
 TU3228  ___________________________________________________________________
 TU3228* NAD 83(1993)-  20 49 50.86883(N)    156 58 45.07661(W)     ADJUSTED  
 TU3228* LOCAL TIDAL -       297.1    (meters)     975.     (feet)  VERT ANG  
 TU3228  ___________________________________________________________________
 TU3228  EPOCH DATE  -        1993.62
 TU3228  LAPLACE CORR-           8.37  (seconds)                    DEFLEC99
 TU3228  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU3228
 TU3228  HORZ ORDER  -  SECOND
 TU3228
 TU3228.The horizontal coordinates were established by classical geodetic methods
 TU3228.and adjusted by the National Geodetic Survey in December 1998..
 TU3228.The horizontal coordinates are valid at the epoch date displayed above.
 TU3228.The epoch date for horizontal control is a decimal equivalence
 TU3228.of Year/Month/Day.
 TU3228
 TU3228.The orthometric height was determined by vertical angle observations.
 TU3228
 TU3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3228
 TU3228.The geoid height was determined by GEOID03.
 TU3228
 TU3228;                    North         East     Units Scale Factor Converg.
 TU3228;SPC HI 2     -    55,104.722   467,471.522   MT  0.99997974   -0 06 40.1
 TU3228;UTM  04      - 2,304,740.786   710,289.172   MT  1.00014653   +0 43 08.0
 TU3228
 TU3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3228!SPC HI 2     -   0.99995081  x   0.99997974  =   0.99993055
 TU3228!UTM  04      -   0.99995081  x   1.00014653  =   1.00009733
 TU3228
 TU3228:                Primary Azimuth Mark                     Grid Az
 TU3228:SPC HI 2     -  KIEI                                     175 55 54.0
 TU3228:UTM  04      -  KIEI                                     175 06 05.9
 TU3228
 TU3228|---------------------------------------------------------------------|
 TU3228| PID    Reference Object                     Distance      Geod. Az  |
 TU3228|                                                           dddmmss.s |
 TU3228| TU3226 KIEI                                APPROX. 3.9 KM 1754913.9 |
 TU3228| CN5229 HONOPU RM 1                          13.245 METERS 18440     |
 TU3228| TU3237 KAUMALAPAU WHITE LIGHT              APPROX. 5.4 KM 1934111.6 |
 TU3228| TU3234 KAUMALAPAU STANDARD OIL N TK        APPROX. 4.9 KM 1934650.2 |
 TU3228| CN5230 HONOPU RM 2                           5.011 METERS 34248     |
 TU3228|---------------------------------------------------------------------|
 TU3228
 TU3228                          SUPERSEDED SURVEY CONTROL
 TU3228
 TU3228  NAD 83(1986)-  20 49 50.82590(N)    156 58 45.03815(W) AD(       ) 2
 TU3228  OLD HI      -  20 50 02.23200(N)    156 58 55.11700(W) AD(       ) 2
 TU3228
 TU3228.Superseded values are not recommended for survey control.
 TU3228.NGS no longer adjusts projects to the OLD HI datum.
 TU3228.See file dsdata.txt to determine how the superseded data were derived.
 TU3228
 TU3228_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1028904741(NAD 83)
 TU3228_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3228_SETTING: 66 = SET IN ROCK OUTCROP
 TU3228
 TU3228  HISTORY     - Date     Condition        Report By
 TU3228  HISTORY     - 1962     MONUMENTED       CGS
 TU3228
 TU3228                          STATION DESCRIPTION
 TU3228
 TU3228'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3228'STATION IS LOCATED ABOUT 4.0 MILES WEST OF LANAI CITY, ABOUT 3.0
 TU3228'MILES NORTH OF THE WHARF, ON THE WEST COAST OF THE ISLAND AT
 TU3228'ABOUT 850 FEET ELEVATION.
 TU3228'
 TU3228'TO REACH THE STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3228'NORTHWEST FOR 0.05 MILE, TURN LEFT AND GO SOUTHWEST FOR 0.15
 TU3228'MILE TO FRAZIER AVE.  TURN RIGHT ON FRAZIER AVE. AND GO NORTHWEST
 TU3228'FOR 0.15 MILE TO THE END OF PAVED ROAD.  CONTINUE AHEAD ON WIDE,
 TU3228'GRADED ROAD, WHICH BEARS TO THE LEFT FOR 0.8 MILE TO A CROSSROAD,
 TU3228'CONTINUE AHEAD ON MAIN TRAVELED ROAD FOR 2.45 MILES TO A FORK
 TU3228'AT THE END OF THE PINEAPPLE FIELD.  TAKE RIGHT FORK AND FOLLOW
 TU3228'ROAD ALONG THE EDGE OF THE FIELD FOR 0.3 MILE TO TRACK ROAD ON
 TU3228'THE LEFT.  TURN LEFT AND FOLLOW TRACK ROAD WESTERLY DOWN
 TU3228'SLOPE 0.55 MILE, CROSS PIPELINE AND CONTINUE FOR .2 MILE TO
 TU3228'THE STATION ON THE RIGHT AT A LARGE ROCK CAIRN.
 TU3228'
 TU3228'STATION MARK IS A STANDARD DISK STAMPED, HONOPU 1962, CEMENTED IN
 TU3228'A DRILL HOLE IN RED ROCK OUTCROP THAT PROJECTS ABOUT 4 INCHES,
 TU3228'30 FEET NORTHWEST OF THE ROAD, 28 FEET SOUTH OF THE CAIRN, 10
 TU3228'FEET EAST OF A SMALL KEAWE TREE, AND 3 FEET NORTH OF A WHITE
 TU3228'WITNESS POST.
 TU3228'
 TU3228'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, HONOPU NO 1
 TU3228'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 TU3228'8 INCHES AND ABOUT LEVEL WITH THE STATION.
 TU3228'
 TU3228'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, HONOPU NO 2
 TU3228'1962, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES
 TU3228'AND ABOUT 2 FEET HIGHER THAN THE STATION, 12 FEET SOUTHWEST OF THE
 TU3228'CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3291 ***********************************************************************
 TU3291  DESIGNATION -  HONOULI 1915
 TU3291  PID         -  TU3291
 TU3291  STATE/COUNTY-  HI/MAUI
 TU3291  USGS QUAD   -  
 TU3291
 TU3291                         *CURRENT SURVEY CONTROL
 TU3291  ___________________________________________________________________
 TU3291* NAD 83(1993)-  21 07 25.87977(N)    156 44 41.02668(W)     ADJUSTED  
 TU3291* LOCAL TIDAL -       237.     (meters)     778.     (feet)  SCALED    
 TU3291  ___________________________________________________________________
 TU3291  EPOCH DATE  -        1993.62
 TU3291  LAPLACE CORR-          -7.68  (seconds)                    DEFLEC99
 TU3291  GEOID HEIGHT-          14.99  (meters)                     GEOID03
 TU3291
 TU3291  HORZ ORDER  -  THIRD
 TU3291
 TU3291.The horizontal coordinates were established by classical geodetic methods
 TU3291.and adjusted by the National Geodetic Survey in December 1998..
 TU3291.The horizontal coordinates are valid at the epoch date displayed above.
 TU3291.The epoch date for horizontal control is a decimal equivalence
 TU3291.of Year/Month/Day.
 TU3291
 TU3291.The orthometric height was scaled from a topographic map.
 TU3291
 TU3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3291
 TU3291.The geoid height was determined by GEOID03.
 TU3291
 TU3291;                    North         East     Units Scale Factor Converg.
 TU3291;SPC HI 2     -    87,520.574   491,890.745   MT  0.99996748   -0 01 41.3
 TU3291;UTM  04      - 2,337,517.151   734,238.752   MT  1.00027809   +0 48 47.3
 TU3291
 TU3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3291!SPC HI 2     -   0.99996039  x   0.99996748  =   0.99992788
 TU3291!UTM  04      -   0.99996039  x   1.00027809  =   1.00023847
 TU3291
 TU3291                          SUPERSEDED SURVEY CONTROL
 TU3291
 TU3291  NAD 83(1986)-  21 07 25.83402(N)    156 44 40.97149(W) AD(       ) 3
 TU3291  OLD HI      -  21 07 37.29900(N)    156 44 51.10600(W) AD(       ) 3
 TU3291
 TU3291.Superseded values are not recommended for survey control.
 TU3291.NGS no longer adjusts projects to the OLD HI datum.
 TU3291.See file dsdata.txt to determine how the superseded data were derived.
 TU3291
 TU3291_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3423937517(NAD 83)
 TU3291
 TU3291  HISTORY     - Date     Condition        Report By
 TU3291  HISTORY     - 1915     MONUMENTED       CGS
 TU3291  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3291
 TU3291                          STATION DESCRIPTION
 TU3291
 TU3291'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3291'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  A DESCRIPTION
 TU3291'OBTAINED FROM THE HAWAII STATE SURVEYORS OFFICE DESCRIBES THE
 TU3291'STATION AS HAVING BEEN A 3 X 4 REDWOOD POST REFERENCED BY
 TU3291'CROSSES ON 3 STONES.  IT ALSO STATES THAT THE STATION WAS
 TU3291'SEARCHED FOR IN 1933 AND REPORTED DESTROYED WHEN THE FIELD WAS
 TU3291'PLOUGHED FOR PINEAPPLE PLANTING.
 TU3291'
 TU3291'THE HILL IS NOW USED FOR PASTURE LAND.  THE STATION IS
 TU3291'BELIEVED TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1653 ***********************************************************************
 TU1653  DESIGNATION -  HONOULIULI 1873
 TU1653  PID         -  TU1653
 TU1653  STATE/COUNTY-  HI/HONOLULU
 TU1653  USGS QUAD   -  PEARL HARBOR (1983)
 TU1653
 TU1653                         *CURRENT SURVEY CONTROL
 TU1653  ___________________________________________________________________
 TU1653* NAD 83(1993)-  21 22 10.27805(N)    158 01 19.46110(W)     ADJUSTED  
 TU1653* LOCAL TIDAL -        14.     (meters)      46.     (feet)  SCALED    
 TU1653  ___________________________________________________________________
 TU1653  EPOCH DATE  -        1993.62
 TU1653  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 TU1653  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1653
 TU1653  HORZ ORDER  -  THIRD
 TU1653
 TU1653.The horizontal coordinates were established by classical geodetic methods
 TU1653.and adjusted by the National Geodetic Survey in December 1998..
 TU1653.The horizontal coordinates are valid at the epoch date displayed above.
 TU1653.The epoch date for horizontal control is a decimal equivalence
 TU1653.of Year/Month/Day.
 TU1653
 TU1653.The orthometric height was scaled from a topographic map.
 TU1653
 TU1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1653
 TU1653.The geoid height was determined by GEOID03.
 TU1653
 TU1653;                    North         East     Units Scale Factor Converg.
 TU1653;SPC HI 3     -    22,460.151   497,710.829   MT  0.99999006   -0 00 29.0
 TU1653;UTM  04      - 2,363,359.802   601,386.231   MT  0.99972702   +0 21 22.9
 TU1653
 TU1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1653!SPC HI 3     -   0.99999534  x   0.99999006  =   0.99998540
 TU1653!UTM  04      -   0.99999534  x   0.99972702  =   0.99972236
 TU1653
 TU1653:                Primary Azimuth Mark                     Grid Az
 TU1653:SPC HI 3     -  EWA CHURCH RESET                         060 12 23.7
 TU1653:UTM  04      -  EWA CHURCH RESET                         059 50 31.8
 TU1653
 TU1653|---------------------------------------------------------------------|
 TU1653| PID    Reference Object                     Distance      Geod. Az  |
 TU1653|                                                           dddmmss.s |
 TU1653| TU1455 EWA CHURCH RESET                    APPROX. 5.0 KM 0601154.7 |
 TU1653|---------------------------------------------------------------------|
 TU1653
 TU1653                          SUPERSEDED SURVEY CONTROL
 TU1653
 TU1653  NAD 83(1986)-  21 22 10.22713(N)    158 01 19.47146(W) AD(       ) 3
 TU1653  OLD HI      -  21 22 21.59800(N)    158 01 29.34700(W) AD(       ) 3
 TU1653
 TU1653.Superseded values are not recommended for survey control.
 TU1653.NGS no longer adjusts projects to the OLD HI datum.
 TU1653.See file dsdata.txt to determine how the superseded data were derived.
 TU1653
 TU1653_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0138663360(NAD 83)
 TU1653
 TU1653  HISTORY     - Date     Condition        Report By
 TU1653  HISTORY     - 1873     MONUMENTED       HIGS
 TU1653
 TU1653                          STATION DESCRIPTION
 TU1653
 TU1653'DESCRIBED BY HAWAII GEODETIC SURVEY 1873
 TU1653'ON HIGH GROUND, NOW INCLUDED IN THE EWA PLANTATION, ABOUT 500
 TU1653'FEET WEST OF THE SHORE OF WEST LOCH, PEARL HARBOR.  MARKED BY
 TU1653'A GRANITE POST.  IN 1910 REPORTED BY O.B. FRENCH AS BEING IN
 TU1653'CANE FIELD, AND UNDOUBTEDLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3248 ***********************************************************************
 TU3248  DESIGNATION -  HONOWAE
 TU3248  PID         -  TU3248
 TU3248  STATE/COUNTY-  HI/MAUI
 TU3248  USGS QUAD   -  
 TU3248
 TU3248                         *CURRENT SURVEY CONTROL
 TU3248  ___________________________________________________________________
 TU3248* NAD 83(1993)-  20 55 44.60794(N)    156 59 15.84732(W)     ADJUSTED  
 TU3248* LOCAL TIDAL -         6.9    (meters)      23.     (feet)  VERT ANG  
 TU3248  ___________________________________________________________________
 TU3248  EPOCH DATE  -        1993.62
 TU3248  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 TU3248  GEOID HEIGHT-          15.93  (meters)                     GEOID03
 TU3248
 TU3248  HORZ ORDER  -  SECOND
 TU3248
 TU3248.The horizontal coordinates were established by classical geodetic methods
 TU3248.and adjusted by the National Geodetic Survey in December 1998..
 TU3248.The horizontal coordinates are valid at the epoch date displayed above.
 TU3248.The epoch date for horizontal control is a decimal equivalence
 TU3248.of Year/Month/Day.
 TU3248
 TU3248.The orthometric height was determined by vertical angle observations.
 TU3248
 TU3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3248
 TU3248.The geoid height was determined by GEOID03.
 TU3248
 TU3248;                    North         East     Units Scale Factor Converg.
 TU3248;SPC HI 2     -    65,985.235   466,603.593   MT  0.99998044   -0 06 52.9
 TU3248;UTM  04      - 2,315,609.331   709,263.195   MT  1.00014120   +0 43 08.6
 TU3248
 TU3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3248!SPC HI 2     -   0.99999641  x   0.99998044  =   0.99997685
 TU3248!UTM  04      -   0.99999641  x   1.00014120  =   1.00013761
 TU3248
 TU3248:                Primary Azimuth Mark                     Grid Az
 TU3248:SPC HI 2     -  27 M                                     097 09 13.6
 TU3248:UTM  04      -  27 M                                     096 19 12.1
 TU3248
 TU3248|---------------------------------------------------------------------|
 TU3248| PID    Reference Object                     Distance      Geod. Az  |
 TU3248|                                                           dddmmss.s |
 TU3248| TU3253 27 M                                APPROX. 5.2 KM 0970220.7 |
 TU3248| CN5231 HONOWAE RM 1                         14.685 METERS 21559     |
 TU3248| TU3255 AWALUA BEACH SHIPWRECK F MAST       APPROX. 1.3 KM 2703353.6 |
 TU3248| CN5232 HONOWAE RM 2                         18.730 METERS 29116     |
 TU3248|---------------------------------------------------------------------|
 TU3248
 TU3248                          SUPERSEDED SURVEY CONTROL
 TU3248
 TU3248  NAD 83(1986)-  20 55 44.56336(N)    156 59 15.81124(W) AD(       ) 2
 TU3248  OLD HI      -  20 55 55.99100(N)    156 59 25.84500(W) AD(       ) 2
 TU3248
 TU3248.Superseded values are not recommended for survey control.
 TU3248.NGS no longer adjusts projects to the OLD HI datum.
 TU3248.See file dsdata.txt to determine how the superseded data were derived.
 TU3248
 TU3248_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0926315609(NAD 83)
 TU3248_MARKER: Z = SEE DESCRIPTION
 TU3248_SETTING: 0 = UNSPECIFIED SETTING
 TU3248
 TU3248  HISTORY     - Date     Condition        Report By
 TU3248  HISTORY     - 1962     MONUMENTED       CGS
 TU3248
 TU3248                          STATION DESCRIPTION
 TU3248
 TU3248'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3248'STATION IS LOCATED ABOUT 8 MILES AIRLINE NORTHWEST OF LANAI CITY, AT
 TU3248'POHAKULOA POINT.  ON A SAND RIDGE ABOUT 20 FEET ABOVE SEA LEVEL,
 TU3248'OVERLOOKING THE PROMINENT BLACK ROCK POINT.
 TU3248'
 TU3248'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3248'ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO 0.15 MILE TO
 TU3248'CROSSROAD.  TURN RIGHT AND GO 0.5 MILE TO END OF PAVED
 TU3248'ROAD.  CONTINUE AHEAD ON WIDE, GRADED ROAD FOR 0.8 MILE TO A
 TU3248'CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH PINEAPPLE
 TU3248'FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE AHEAD FOR 0.95
 TU3248'MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES FOR 0.85
 TU3248'MILE TO FORK.  TAKE RIGHT FORK AND FOLLOW TRACK ROAD FOR 4.2
 TU3248'MILES TO FORK DOWN ON COASTAL SAND FLATS.  TAKE LEFT FORK AND
 TU3248'FOLLOW SANDY ROAD WESTERLY BEHIND SAND DUNES FOR 1.0 MILE TO
 TU3248'FORK AT OLD WINDMILL TOWER.  TAKE LEFT FORK AND GO 0.2 MILE TO
 TU3248'END OF ROAD AT FISHING SHACK.  PACK WESTERLY ON TRAIL ALONG
 TU3248'CREST OF LOW SAND RIDGE FOR ABOUT 150 YARDS TO HIGHEST KNOLL
 TU3248'AND STATION.
 TU3248'
 TU3248'STATION MARK IS A STANDARD DISK STAMPED HONOWAE 1962, BRAZED TO
 TU3248'THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN CEMENT AND
 TU3248'PROJECTS 8 INCHES ABOVE GROUND.
 TU3248'
 TU3248'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HONOWAE NO 1
 TU3248'1962, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 2
 TU3248'FEET ABOVE GROUND ON THE NORTHEAST SIDE AND IS FLUSH WITH THE
 TU3248'GROUND ON THE SOUTHWEST SIDE.  IT IS ABOUT 20 FEET LOWER THAN THE
 TU3248'STATION MARK.
 TU3248'
 TU3248'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HONOWAE NO 2
 TU3248'1962, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 TU3248'ABOUT 4 FEET ABOVE GROUND.  IT IS AT SAME ELEVATION AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2441 ***********************************************************************
 TU2441  DESIGNATION -  HONUAPO CHURCH
 TU2441  PID         -  TU2441
 TU2441  STATE/COUNTY-  HI/HAWAII
 TU2441  USGS QUAD   -  NAALEHU (1981)
 TU2441
 TU2441                         *CURRENT SURVEY CONTROL
 TU2441  ___________________________________________________________________
 TU2441* NAD 83(1993)-  19 05 13.30952(N)    155 33 05.33405(W)     ADJUSTED  
 TU2441* LOCAL TIDAL -                                                        
 TU2441  ___________________________________________________________________
 TU2441  EPOCH DATE  -        1993.62
 TU2441  LAPLACE CORR-          -9.84  (seconds)                    DEFLEC99
 TU2441  GEOID HEIGHT-          18.28  (meters)                     GEOID03
 TU2441
 TU2441  HORZ ORDER  -  THIRD
 TU2441
 TU2441.The horizontal coordinates were established by classical geodetic methods
 TU2441.and adjusted by the National Geodetic Survey in December 1998..
 TU2441.The horizontal coordinates are valid at the epoch date displayed above.
 TU2441.The epoch date for horizontal control is a decimal equivalence
 TU2441.of Year/Month/Day.
 TU2441
 TU2441
 TU2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2441
 TU2441.The geoid height was determined by GEOID03.
 TU2441
 TU2441;                    North         East     Units Scale Factor Converg.
 TU2441;SPC HI 1     -    28,081.996   494,582.395   MT  0.99996703   -0 01 00.6
 TU2441;UTM  05      - 2,112,412.898   231,526.514   MT  1.00049108   -0 50 05.4
 TU2441
 TU2441                          SUPERSEDED SURVEY CONTROL
 TU2441
 TU2441  NAD 83(1986)-  19 05 13.28993(N)    155 33 05.37688(W) AD(       ) 4
 TU2441  OLD HI      -  19 05 24.10000(N)    155 33 15.37000(W) AD(       ) 3
 TU2441
 TU2441.Superseded values are not recommended for survey control.
 TU2441.NGS no longer adjusts projects to the OLD HI datum.
 TU2441.See file dsdata.txt to determine how the superseded data were derived.
 TU2441
 TU2441_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3152712413(NAD 83)
 TU2441
 TU2441  HISTORY     - Date     Condition        Report By
 TU2441  HISTORY     - 1914     MONUMENTED       CGS
 TU2441  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2441  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2441
 TU2441                          STATION DESCRIPTION
 TU2441
 TU2441'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2441'THE STEEPLE OF THE CATHOLIC CHURCH AT HONUAPO.  THIS CHURCH FACES
 TU2441'THE SEA, IS ON THE UPPER SIDE OF THE GOVERNMENT ROAD TO NAALEHU,
 TU2441'BEARS N. 25 DEG W. FROM THE END OF THE WHARF, AND N. 74 DEG W. FROM
 TU2441'THE WHITEWASHED BEACON AT STATION HONUAPO.
 TU2441
 TU2441                          STATION RECOVERY (1929)
 TU2441
 TU2441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2441'THE STEEPLE OF THE CATHOLIC CHURCH AT HONUAPO, HAWAII.  THE
 TU2441'CHURCH FACES THE SEA, IS ON THE UPPER SIDE OF THE GOVERNMENT ROAD
 TU2441'TO NAALEHU, IS ABOUT 340 METERS N.12 W. (TRUE) FROM THE END OF
 TU2441'THE WHARF, AND N.63-1/2 W. (TRUE) FROM TRIANGULATION STATION
 TU2441'HONUAPO.  THE CHURCH IS OF WOOD, PAINTED A LIGHT YELLOW, WITH AN
 TU2441'UNPAINTED SHINGLE ROOF, AND A MODERATELY HIGH STEEPLE,
 TU2441'UNPAINTED, WITH SHORT STAFF ON TOP.  THE BUILDING SHOWS
 TU2441'MODERATELY WELL FROM THE SEA.
 TU2441
 TU2441                          STATION RECOVERY (1967)
 TU2441
 TU2441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2441'STATION IS GONE.  IT WAS ALSO REPORTED DESTROYED IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2439 ***********************************************************************
 TU2439  DESIGNATION -  HONUAPO HUTCHINSON STACK 1967
 TU2439  PID         -  TU2439
 TU2439  STATE/COUNTY-  HI/HAWAII
 TU2439  USGS QUAD   -  NAALEHU (1981)
 TU2439
 TU2439                         *CURRENT SURVEY CONTROL
 TU2439  ___________________________________________________________________
 TU2439* NAD 83(1993)-  19 05 26.45276(N)    155 32 55.27593(W)     ADJUSTED  
 TU2439* LOCAL TIDAL -                                                        
 TU2439  ___________________________________________________________________
 TU2439  EPOCH DATE  -        1993.62
 TU2439  LAPLACE CORR-          -9.89  (seconds)                    DEFLEC99
 TU2439  GEOID HEIGHT-          18.35  (meters)                     GEOID03
 TU2439
 TU2439  HORZ ORDER  -  THIRD
 TU2439
 TU2439.The horizontal coordinates were established by classical geodetic methods
 TU2439.and adjusted by the National Geodetic Survey in December 1998..
 TU2439.The horizontal coordinates are valid at the epoch date displayed above.
 TU2439.The epoch date for horizontal control is a decimal equivalence
 TU2439.of Year/Month/Day.
 TU2439
 TU2439
 TU2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2439
 TU2439.The geoid height was determined by GEOID03.
 TU2439
 TU2439;                    North         East     Units Scale Factor Converg.
 TU2439;SPC HI 1     -    28,486.028   494,876.522   MT  0.99996699   -0 00 57.3
 TU2439;UTM  05      - 2,112,812.898   231,826.536   MT  1.00048909   -0 50 02.7
 TU2439
 TU2439                          SUPERSEDED SURVEY CONTROL
 TU2439
 TU2439  NAD 83(1986)-  19 05 26.43780(N)    155 32 55.32221(W) AD(       ) 4
 TU2439  OLD HI      -  19 05 37.25500(N)    155 33 05.34060(W) AD(       ) 3
 TU2439
 TU2439.Superseded values are not recommended for survey control.
 TU2439.NGS no longer adjusts projects to the OLD HI datum.
 TU2439.See file dsdata.txt to determine how the superseded data were derived.
 TU2439
 TU2439_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3182712813(NAD 83)
 TU2439
 TU2439  HISTORY     - Date     Condition        Report By
 TU2439  HISTORY     - 1967     MONUMENTED       CGS
 TU2439
 TU2439                          STATION DESCRIPTION
 TU2439
 TU2439'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2439'LOCATED IN THE SOUTHERN PART OF THE ISLAND, ABOUT 3 MILES
 TU2439'NORTHEAST OF NAALEHU, AT THE HUTCHINSON SUGAR CO. MILL AT HONUAPO.
 TU2439'
 TU2439'STATION IS THE CENTER OF A SHORT, SILVER-COLORED, STEEL STACK,
 TU2439'THAT EXTENDS ABOUT 30 FEET FROM THE SOUTHEAST END OF THE MILL
 TU2439'ROOF.  TOP OF STACK IS 99 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2440 ***********************************************************************
 TU2440  DESIGNATION -  HONUAPO HUTCHINSON MILL STACK
 TU2440  PID         -  TU2440
 TU2440  STATE/COUNTY-  HI/HAWAII
 TU2440  USGS QUAD   -  NAALEHU (1981)
 TU2440
 TU2440                         *CURRENT SURVEY CONTROL
 TU2440  ___________________________________________________________________
 TU2440* NAD 83(1993)-  19 05 26.30910(N)    155 32 55.67334(W)     ADJUSTED  
 TU2440* LOCAL TIDAL -                                                        
 TU2440  ___________________________________________________________________
 TU2440  EPOCH DATE  -        1993.62
 TU2440  LAPLACE CORR-          -9.89  (seconds)                    DEFLEC99
 TU2440  GEOID HEIGHT-          18.35  (meters)                     GEOID03
 TU2440
 TU2440  HORZ ORDER  -  THIRD
 TU2440
 TU2440.The horizontal coordinates were established by classical geodetic methods
 TU2440.and adjusted by the National Geodetic Survey in December 1998..
 TU2440.The horizontal coordinates are valid at the epoch date displayed above.
 TU2440.The epoch date for horizontal control is a decimal equivalence
 TU2440.of Year/Month/Day.
 TU2440
 TU2440
 TU2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2440
 TU2440.The geoid height was determined by GEOID03.
 TU2440
 TU2440;                    North         East     Units Scale Factor Converg.
 TU2440;SPC HI 1     -    28,481.614   494,864.904   MT  0.99996699   -0 00 57.5
 TU2440;UTM  05      - 2,112,808.649   231,814.851   MT  1.00048917   -0 50 02.8
 TU2440
 TU2440                          SUPERSEDED SURVEY CONTROL
 TU2440
 TU2440  NAD 83(1986)-  19 05 26.29070(N)    155 32 55.71986(W) AD(       ) 4
 TU2440  OLD HI      -  19 05 37.10700(N)    155 33 05.73800(W) AD(       ) 3
 TU2440
 TU2440.Superseded values are not recommended for survey control.
 TU2440.NGS no longer adjusts projects to the OLD HI datum.
 TU2440.See file dsdata.txt to determine how the superseded data were derived.
 TU2440
 TU2440_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3181512809(NAD 83)
 TU2440_MARKER: 63 = STACK
 TU2440_SETTING: 0 = UNSPECIFIED SETTING
 TU2440
 TU2440  HISTORY     - Date     Condition        Report By
 TU2440  HISTORY     - 1949     FIRST OBSERVED   CGS
 TU2440  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2440  HISTORY     - 19790915 GOOD             NOS
 TU2440
 TU2440                          STATION DESCRIPTION
 TU2440
 TU2440'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2440'THE STATION IS THE CENTER AND TOP OF A STEEL SMOKE STACK AT
 TU2440'THE HUTCHINSON SUGAR PLANTATION MILL IN THE VILLAGE OF HONUAPO.
 TU2440'
 TU2440'THE STACK IS 165 FEET HIGH, 10 FEET IN DIAMETER, AT ITS BASE,
 TU2440'AND RESTS ON A CONCRETE BASE 19 FEET ON EACH SIDE AND 8 FEET
 TU2440'HIGH.  IT IS LOCATED ON THE SOUTHWEST SIDE OF THE BOILER HOUSE
 TU2440'AND MILL.
 TU2440
 TU2440                          STATION RECOVERY (1967)
 TU2440
 TU2440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2440'THIS STACK WAS TORN DOWN IN MARCH, 1967.  STATION IS DESTROYED.  THE
 TU2440'MILL NOW HAS A NEW, AND MUCH SMALLER STACK, LOCATED ABOUT 30
 TU2440'FEET EAST FROM SITE OF OLD STACK, AND PROJECTING THROUGH A ROOF
 TU2440'OF A BUILDING.
 TU2440
 TU2440                          STATION RECOVERY (1979)
 TU2440
 TU2440'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2438 ***********************************************************************
 TU2438  DESIGNATION -  HONUAPO RESET
 TU2438  PID         -  TU2438
 TU2438  STATE/COUNTY-  HI/HAWAII
 TU2438  USGS QUAD   -  NAALEHU (1981)
 TU2438
 TU2438                         *CURRENT SURVEY CONTROL
 TU2438  ___________________________________________________________________
 TU2438* NAD 83(1993)-  19 05 05.84356(N)    155 32 49.54447(W)     ADJUSTED  
 TU2438* LOCAL TIDAL -         6.2    (meters)      20.     (feet)  VERT ANG  
 TU2438  ___________________________________________________________________
 TU2438  EPOCH DATE  -        1993.62
 TU2438  LAPLACE CORR-          -9.80  (seconds)                    DEFLEC99
 TU2438  GEOID HEIGHT-          18.15  (meters)                     GEOID03
 TU2438
 TU2438  HORZ ORDER  -  SECOND
 TU2438
 TU2438.The horizontal coordinates were established by classical geodetic methods
 TU2438.and adjusted by the National Geodetic Survey in December 1998..
 TU2438.The horizontal coordinates are valid at the epoch date displayed above.
 TU2438.The epoch date for horizontal control is a decimal equivalence
 TU2438.of Year/Month/Day.
 TU2438
 TU2438.The orthometric height was determined by vertical angle observations.
 TU2438
 TU2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2438
 TU2438.The geoid height was determined by GEOID03.
 TU2438
 TU2438;                    North         East     Units Scale Factor Converg.
 TU2438;SPC HI 1     -    27,852.309   495,043.887   MT  0.99996697   -0 00 55.4
 TU2438;UTM  05      - 2,112,176.523   231,984.920   MT  1.00048804   -0 49 60.0
 TU2438
 TU2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2438!SPC HI 1     -   0.99999617  x   0.99996697  =   0.99996314
 TU2438!UTM  05      -   0.99999617  x   1.00048804  =   1.00048421
 TU2438
 TU2438|---------------------------------------------------------------------|
 TU2438| PID    Reference Object                     Distance      Geod. Az  |
 TU2438|                                                           dddmmss.s |
 TU2438| CN5234 HONUAPO RM 2                          5.837 METERS 02930     |
 TU2438| TU2366 PAHALA HAWAIIAN AG CO MILL STK      APPROX.14.4 KM 0303958.3 |
 TU2438| CN5233 HONUAPO RM 1                         10.246 METERS 31555     |
 TU2438|---------------------------------------------------------------------|
 TU2438
 TU2438                          SUPERSEDED SURVEY CONTROL
 TU2438
 TU2438  NAD 83(1986)-  19 05 05.82547(N)    155 32 49.59055(W) AD(       ) 2
 TU2438  OLD HI      -  19 05 16.64700(N)    155 32 59.60900(W) AD(       ) 2
 TU2438
 TU2438.Superseded values are not recommended for survey control.
 TU2438.NGS no longer adjusts projects to the OLD HI datum.
 TU2438.See file dsdata.txt to determine how the superseded data were derived.
 TU2438
 TU2438_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3198512177(NAD 83)
 TU2438_MARKER: DD = SURVEY DISK
 TU2438_SETTING: 0 = UNSPECIFIED SETTING
 TU2438_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2438+STABILITY: SURFACE MOTION
 TU2438
 TU2438  HISTORY     - Date     Condition        Report By
 TU2438  HISTORY     - 1914     MONUMENTED       CGS
 TU2438  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2438  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2438  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2438  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2438  HISTORY     - 19790915 SEE DESCRIPTION  NOS
 TU2438
 TU2438                          STATION DESCRIPTION
 TU2438
 TU2438'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2438'ON SOUTHERN COAST OF HAWAII, ON THE FIRST POINT EAST OF HONUAPO
 TU2438'WHARF, AND ACROSS THE ENTRANCE TO THE LAGOON UPON WHICH THE OLD
 TU2438'LANDING AND DERRICK (ABANDONED) ARE SITUATED.  THE OLD DERRICK
 TU2438'BEARS N. 70 DEG W. 220 METERS.  THE TALLER OF TWO STACKS ON SUGAR
 TU2438'MILL (STATION STACK, HONUAPO) OF HUTCHINSON SUGAR PLANTATION
 TU2438'CO. BEARS N. 25 DEG W. 660 METERS.  MARKED BY A STANDARD BRONZE
 TU2438'STATION DISK SET FLUSH IN THE SURFACE OF THE LAVA.  ABOVE IT
 TU2438'WAS BUILT A CAIRN 9 FEET HIGH, WHITEWASHED.  THERE WAS AN OLD
 TU2438'CAIRN ON THIS SPOT FOR A NUMBER OF YEARS PREVIOUS WHICH WAS
 TU2438'USED AS A BEACON.  THE NEW CAIRN WILL SERVE BOTH AS A
 TU2438'TRIANGULATION MARK AND AS A BEACON.  ITS ELEVATION IS 21 FEET
 TU2438'ABOVE MEAN HIGH WATER.
 TU2438
 TU2438                          STATION RECOVERY (1929)
 TU2438
 TU2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2438'A BRONZE DISC SET FLUSH IN THE SURFACE OF THE LAVA ON THE FIRST
 TU2438'PROMINENT POINT, WHICH BEARS N. 74 E. (TRUE) FROM THE END OF THE
 TU2438'DOCK AT HONUAPO, ON THE EAST SIDE OF THE BAY AT HONUAPO.  ABOVE IT
 TU2438'IS BUILT A CAIRN OF STONE 9 FEET HIGH AND WHITEWASHED.  THIS CAIRN
 TU2438'SHOWS PROMINENTLY.  THE STEEPLE OF THE CATHOLIC CHURCH,
 TU2438'TRIANGULATION STATION CHURCH, HONUAPO, IS N. 63-1/2 W. (TRUE)
 TU2438'FROM THE STATION, AND THE STACK AT THE HONUAPO SUGAR MILL IN
 TU2438'N. 16-1/2 W. (TRUE) FROM THE STATION.
 TU2438
 TU2438                          STATION RECOVERY (1938)
 TU2438
 TU2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2438'LOCATION OF STATION--ON SOUTHERN COAST OF HAWAII ON THE FIRST POINT
 TU2438'OF LAND EAST OF HONUAPO LANDING AND ACROSS THE ENTRANCE TO A
 TU2438'LAGOON.
 TU2438'
 TU2438'OLD STATION MARK FOUND--U.S.G.S. BRONZE TABLET SET IN CONCRETE
 TU2438'AND COVERED BY A LARGE WHITE-WASHED STONE PILE FORMERLY USED AS
 TU2438'A BEACON.
 TU2438'
 TU2438'NEW STATION MARK--6 FOOT 2-1/2 IN PIPE SET IN CONCRETE OVER THE
 TU2438'BRONZE TABLET.  THE STONE PILE WAS REBUILT 10 FEET IN DIAMETER AND
 TU2438'5 FEET HIGH AND PLASTERED WITH MORTAR.  THE TOP OF THIS STONEPILE
 TU2438'IS A CONCRETED PLATFORM.  A STANDARD METAL TARGET IS SET IN THE
 TU2438'2-1/2 IN PIPE.
 TU2438
 TU2438                          STATION RECOVERY (1949)
 TU2438
 TU2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2438'THE ORIGINAL STATION, MARKED BY A STANDARD DISK, WAS NOT
 TU2438'RECOVERED.  IN 1938 THE HAWAIIAN TERRITORY SURVEY REPORTED
 TU2438'RECOVERING A U.S. GEOLOGICAL SURVEY BRONZE DISK AND NO INFORMATION
 TU2438'IS AVAILABLE AS TO WHEN THIS DISK WAS ESTABLISHED.  ALSO IN 1938
 TU2438'THE TERRITORY SURVEY SET A 2-1/2 INCH PIPE 6 FEET LONG OVER THE
 TU2438'BRONZE DISK AND BUILT A STONE AND CONCRETE PLATFORM AROUND THIS
 TU2438'PIPE.  THE TOP AND CENTER OF THIS PIPE WAS USED AS THE STATION
 TU2438'IN THE 1949 SURVEY.  ONE REFERENCE MARK WAS ESTABLISHED IN
 TU2438'1949.  A NEW DESCRIPTION FOLLOWS--
 TU2438'
 TU2438'THE STATION IS LOCATED ABOUT 0.4 MILE SOUTHEAST OF HONUAPO,
 TU2438'ABOUT 350 YARDS NORTHEAST OF THE HONUAPO WHARF, ABOUT 100 YARDS
 TU2438'SOUTHEAST OF A STONE AND CINDER CAUSEWAY AND ABOUT 50 FEET NORTH
 TU2438'OF THE OCEAN.
 TU2438'
 TU2438'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO NORTHEAST, ON THE
 TU2438'ROAD WHICH LEADS TOWARD HILO, FOR 3.5 MILES.  TURN RIGHT AND GO
 TU2438'SOUTHWEST FOR 0.25 MILE TO THE LARGE WAREHOUSE.  TURN LEFT AND GO
 TU2438'SOUTHEASTERLY, CROSSING OVER A STONE CAUSEWAY, FOR 0.3 MILE TO
 TU2438'THE END OF THE ROAD IN A ROUGH LAVA BED.  FROM THIS POINT PACK
 TU2438'SOUTHERLY FOR ABOUT 100 YARDS TO THE SMALL POINT AND THE
 TU2438'STATION.
 TU2438'
 TU2438'THE STATION IS THE CENTER OF A 2-1/2 INCH PIPE WHICH PROJECTS
 TU2438'ABOUT 2 FEET FROM THE TOP OF A CIRCULAR STONE AND CONCRETE
 TU2438'PLATFORM.  THIS PLATFORM IS ABOUT 5 FEET HIGH AND ABOUT 10 FEET
 TU2438'IN DIAMETER.
 TU2438'
 TU2438'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NO 1, SET
 TU2438'INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURROUNDING
 TU2438'ROCK.  IT IS LOCATED ABOUT 7 FEET LOWER THAN THE TOP OF THE PIPE
 TU2438'WHICH WAS USED AS THE STATION.
 TU2438
 TU2438                          STATION RECOVERY (1967)
 TU2438
 TU2438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2438'STATION MONUMENT AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2438'GOOD CONDITION.  A NEW REFERENCE MARK, NUMBER TWO, WAS
 TU2438'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2438'
 TU2438'STATION IS LOCATED IN THE SOUTHERN PART OF THE ISLAND, ABOUT 3
 TU2438'MILES NORTHEAST OF NAALEHU, AT NORTHEAST END OF HONUAPO BAY, ABOUT
 TU2438'2200 FEET SOUTH-SOUTHEAST OF THE HUTCHINSON SUGAR MILL IN HONUAPO,
 TU2438'1200 FEET EAST-NORTHEAST OF WHITTINGTON PARK AND OLD WHARF, AND
 TU2438'ON THE FINGER OF LAND AT EAST SIDE OF COVE.
 TU2438'
 TU2438'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO NORTHEAST
 TU2438'ON STATE HIGHWAY 11 FOR 3.5 MILES TO THE SUGAR MILL AT
 TU2438'HONUAPO.  TURN SHARP RIGHT AND GO SOUTH ON OLD ROAD BENEATH BLUFF
 TU2438'FOR 0.25 MILE.  TAKE SIDE ROAD LEFT AND GO EAST FOR 0.1 MILE TO
 TU2438'END OF TRUCK TRAVEL AT END OF THE GRASSY POINT.  WALK EAST,
 TU2438'ACROSS OLD STONE CAUSEWAY REMAINS, AND THEN SOUTHEAST AROUND EDGE
 TU2438'OF COVE ABOUT 200 YARDS TO END OF POINT AND STATION.
 TU2438'
 TU2438'THE STATION IS THE CENTER OF A 2-1/2-INCH IRON PIPE PROJECTING
 TU2438'10 INCHES FROM THE CENTER OF A LARGE, PROMINENT, FLAT-TOPPED,
 TU2438'STONE AND CONCRETE MONUMENT 10 FEET IN DIAMETER AND 5-1/2 FEET
 TU2438'HIGH.  IT IS 75 FEET NORTH OF WATER LINE AND ABOUT 700 FEET
 TU2438'SOUTHEAST OF SOUTH SIDE OF POND.
 TU2438'
 TU2438'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 1,
 TU2438'CEMENTED IN A DRILL HOLE IN FLAT LAVA AREA, 5 FEET SOUTHEAST OF A
 TU2438'LARGE CRACK, 3 FEET NORTHWEST OF A 2-INCH IRON PIPE SET IN CEMENT
 TU2438'IN THE BEDROCK, WITH WILCOX INSCRIBED IN THE CONCRETE, AND 6.1
 TU2438'FEET LOWER THAN TOP OF STATION PIPE.
 TU2438'
 TU2438'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HONUAPO
 TU2438'1914 NO 2 1967, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK BETWEEN
 TU2438'TWO NAUPAKA PATCHES AND 7.4 FEET LOWER THAN TOP OF STATION PIPE.
 TU2438
 TU2438                          STATION RECOVERY (1979)
 TU2438
 TU2438'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2438'THE STATION WAS RECOVERED IN BADLY DETERIORATED CONDITION AS DESCRIBED
 TU2438'IN 1967.  THE MONUMENT WAS PARTIALLY DESTROYED AND THE IRON PIPE
 TU2438'ASKEW.  STATION RECOVERED AS DESCRIBED IN 1929. STATION CONSISTS OF A
 TU2438'USGS BRONZE TABLET SET IN CONCRETE FLUSH WITH THE BEDROCK AND
 TU2438'SURROUNDED BY THE WHITE WASHED RUBBLE OF AN OLD ROCK AND MORTAR
 TU2438'MONUMENT.  BOTH RMS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2094 ***********************************************************************
 TU2094  DESIGNATION -  HONUAULA
 TU2094  PID         -  TU2094
 TU2094  STATE/COUNTY-  HI/HAWAII
 TU2094  USGS QUAD   -  PAHOA SOUTH (1994)
 TU2094
 TU2094                         *CURRENT SURVEY CONTROL
 TU2094  ___________________________________________________________________
 TU2094* NAD 83(1993)-  19 28 48.86679(N)    154 53 18.77009(W)     ADJUSTED  
 TU2094* LOCAL TIDAL -       258.6    (meters)     848.     (feet)  VERT ANG  
 TU2094  ___________________________________________________________________
 TU2094  EPOCH DATE  -        1993.62
 TU2094  LAPLACE CORR-         -18.76  (seconds)                    DEFLEC99
 TU2094  GEOID HEIGHT-          14.03  (meters)                     GEOID03
 TU2094
 TU2094  HORZ ORDER  -  FIRST
 TU2094
 TU2094.The horizontal coordinates were established by classical geodetic methods
 TU2094.and adjusted by the National Geodetic Survey in December 1998..
 TU2094.The horizontal coordinates are valid at the epoch date displayed above.
 TU2094.The epoch date for horizontal control is a decimal equivalence
 TU2094.of Year/Month/Day.
 TU2094
 TU2094.The orthometric height was determined by vertical angle observations.
 TU2094
 TU2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2094
 TU2094.The geoid height was determined by GEOID03.
 TU2094
 TU2094;                    North         East     Units Scale Factor Converg.
 TU2094;SPC HI 1     -    71,720.590   564,192.956   MT  1.00001758   +0 12 14.1
 TU2094;UTM  05      - 2,155,056.119   301,779.682   MT  1.00008569   -0 37 48.0
 TU2094
 TU2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2094!SPC HI 1     -   0.99995714  x   1.00001758  =   0.99997472
 TU2094!UTM  05      -   0.99995714  x   1.00008569  =   1.00004283
 TU2094
 TU2094:                Primary Azimuth Mark                     Grid Az
 TU2094:SPC HI 1     -  CAPE KUMUKAHI LIGHTHOUSE                 063 41 14.3
 TU2094:UTM  05      -  CAPE KUMUKAHI LIGHTHOUSE                 064 31 16.4
 TU2094
 TU2094|---------------------------------------------------------------------|
 TU2094| PID    Reference Object                     Distance      Geod. Az  |
 TU2094|                                                           dddmmss.s |
 TU2094| TU2114 CAPE KUMUKAHI LIGHTHOUSE            APPROX. 9.1 KM 0635328.4 |
 TU2094| CN5235 HONUAULA RM 1                         9.783 METERS 15418     |
 TU2094| CN5236 HONUAULA RM 2                         2.416 METERS 23121     |
 TU2094|---------------------------------------------------------------------|
 TU2094
 TU2094                          SUPERSEDED SURVEY CONTROL
 TU2094
 TU2094  NAD 83(1986)-  19 28 48.82916(N)    154 53 18.79293(W) AD(       ) 1
 TU2094  OLD HI      -  19 28 59.70722(N)    154 53 28.78231(W) AD(       ) 1
 TU2094
 TU2094.Superseded values are not recommended for survey control.
 TU2094.NGS no longer adjusts projects to the OLD HI datum.
 TU2094.See file dsdata.txt to determine how the superseded data were derived.
 TU2094
 TU2094_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0178055056(NAD 83)
 TU2094
 TU2094  HISTORY     - Date     Condition        Report By
 TU2094  HISTORY     - 1949     MONUMENTED       HITS
 TU2094  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2094  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2094
 TU2094                          STATION DESCRIPTION
 TU2094
 TU2094'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (CTH)
 TU2094'THIS STATION WAS LOCATED BY 16 POSITION INTERSECTION.
 TU2094'
 TU2094'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, BRUSH
 TU2094'COVERED, HILL WHICH LIES ABOUT 6 MILES SOUTHWEST OF CAPE
 TU2094'KUMUKAHI, ABOUT 4 MILES EAST SOUTHEAST OF PAHOA, ABOUT 3.5 MILES
 TU2094'SOUTHWEST OF KAPOHO AND ABOUT 0.5 MILE NORTHEAST OF THE
 TU2094'PAHOA-POHOIKI ROAD.
 TU2094'
 TU2094'THE STATION IS THE CENTER OF A 1-1/2 INCH IRON PIPE WHICH IS SET
 TU2094'IN CONCRETE.  SET OVER THIS STATION IS A PIPE TRIPOD ABOUT 10 FEET
 TU2094'IN HEIGHT WHICH SUPPORTS A TARGET POLE.
 TU2094'
 TU2094'THE STATION IS BEST REACHED FROM THE SOUTHEAST SIDE OF THE HILL.
 TU2094
 TU2094                          STATION RECOVERY (1967)
 TU2094
 TU2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2094'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A 1958
 TU2094'U.S. GEOLOGICAL SURVEY DESCRIPTION STATES THAT AT THAT TIME IT
 TU2094'WAS FOUND IN ONLY FAIR CONDITION AND WAS RE-ENFORCED BY USGS
 TU2094'PERSONNEL.  TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 TU2094'DESCRIPTION FOLLOWS--
 TU2094'
 TU2094'STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF PAHOA AND 6
 TU2094'MILES SOUTHWEST OF CAPE KUMUKAHI, WHICH IS THE EASTERNMOST
 TU2094'POINT OF THE ISLAND.  ON THE SUMMIT OF PUU HONUAULA, A BRUSH AND
 TU2094'TREE-COVERED CRATER RIM OF ABOUT 850 FEET ELEVATION.  WHEN SEEN
 TU2094'FROM HILO THIS HILL APPEARS TO HAVE A LARGE NOTCH ON ITS WEST
 TU2094'END.
 TU2094'
 TU2094'TO REACH STATION FROM THE POST OFFICE IN PAHOA, GO EAST ON STATE
 TU2094'HIGHWAY 13 FOR 0.4 MILE.  TAKE LEFT FORK AND GO EAST ON STATE
 TU2094'HIGHWAY 132 FOR 2.8 MILES TO FORK JUST AFTER PASSING LAVA TREE
 TU2094'STATE PARK.  TAKE LEFT FORK AND GO 0.7 MILE.  TURN RIGHT, ONTO
 TU2094'GRAVELED SIDE ROAD, AND GO 0.3 MILE TO FORK BY GARBAGE DUMP.
 TU2094'TAKE RIGHT FORK AND GO 0.1 MILE TO FORK.  TAKE LEFT FORK, UP
 TU2094'THROUGH CANE FIELD, UP THROUGH SADDLE, AND BEARING LEFT UP ONTO
 TU2094'FLAT CLEARED AREA, FOR 0.3 MILE TO END OF TRUCK TRAVEL AT
 TU2094'SOUTHEAST POINT OF HILL JUST BELOW DEEP CRATER.  PACK NORTHWEST UP
 TU2094'RIDGE THROUGH HEAVY BRUSH ABOUT 250 YARDS TO TOP AND STATION.
 TU2094'
 TU2094'STATION MARK IS A 1-1/2-INCH IRON PIPE THAT PROJECTS 5 INCHES FROM
 TU2094'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 7
 TU2094'INCHES ABOVE GROUND AND HAS 1958 INSCRIBED IN THE TOP, AS WELL AS
 TU2094'SOME NAMES.  IT IS ABOUT 40 YARDS NORTHWEST OF A 60-FOOT OHIA TREE
 TU2094'THAT IS THE NORTHERNMOST ONE OF A GROUP OF LARGE, PROMINENT
 TU2094'TREES.  A LARGE, IRON-PIPE TRIPOD, PAINTED RED, IS CENTERED OVER
 TU2094'THE STATION, WITH A 12-INCH, TRIANGULAR IRON PLATE AT ITS TOP
 TU2094'ABOUT 8 FEET ABOVE STATION MARK.
 TU2094'
 TU2094'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HONUAULA
 TU2094'HTS 1901 NO 1 1967, CEMENTED IN A DRILL HOLE IN LAVA ROCK OUTCROP
 TU2094'PROJECTING 3 INCHES.  IT IS ALONG RIDGE TOP, 0.8 FOOT LOWER THAN
 TU2094'STATION MARK.
 TU2094'
 TU2094'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HONUAULA HTS
 TU2094'1901 NO 2 1967, CEMENTED IN A DRILL HOLE IN LAVA ROCK OUTCROP
 TU2094'PROJECTING 2 INCHES.  IT IS ALONG THE SOUTHWEST SIDE OF THE HILL,
 TU2094'ABOUT 14 INCHES LOWER THAN STATION MARK.
 TU2094
 TU2094                          STATION RECOVERY (1977)
 TU2094
 TU2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2094'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TU2094'CONDITION.  THE DIRECTION TO REFERENCE MARK 1 COMPARED FAVORABLY
 TU2094'WITH THE 1967 MEASUREMENT.  THE DIRECTION TO REFERENCE MARK 2
 TU2094'DIFFERS BY 15 MINUTES WITH THE 1967 MEASUREMENT, ALTHOUGH IT
 TU2094'MUST BE NOTED THAT REFERENCE MARK 2 IS VERY CLOSE TO THE
 TU2094'STATION MARK.  THE DISTANCES TO THE REFERENCE MARKS MEASURED ON
 TU2094'THIS DATE COMPARES FAVORABLY WITH THE 1967 MEASUREMENTS.  THE
 TU2094'1967 RECOVERY NOTE IS ADEQUATE.
 TU2094'
 TU2094'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2094'
 TU2094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2094'4 MILES SOUTHEAST OF PAHOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2093 ***********************************************************************
 TU2093  DESIGNATION -  HONUAULA 1901
 TU2093  PID         -  TU2093
 TU2093  STATE/COUNTY-  HI/HAWAII
 TU2093  USGS QUAD   -  PAHOA SOUTH (1994)
 TU2093
 TU2093                         *CURRENT SURVEY CONTROL
 TU2093  ___________________________________________________________________
 TU2093* NAD 83(1993)-  19 28 48.84294(N)    154 53 18.77011(W)     ADJUSTED  
 TU2093* LOCAL TIDAL -       212.     (meters)     696.     (feet)  SCALED    
 TU2093  ___________________________________________________________________
 TU2093  EPOCH DATE  -        1993.62
 TU2093  LAPLACE CORR-         -18.76  (seconds)                    DEFLEC99
 TU2093  GEOID HEIGHT-          14.03  (meters)                     GEOID03
 TU2093
 TU2093  HORZ ORDER  -  THIRD
 TU2093
 TU2093.The horizontal coordinates were established by classical geodetic methods
 TU2093.and adjusted by the National Geodetic Survey in December 1998..
 TU2093.The horizontal coordinates are valid at the epoch date displayed above.
 TU2093.The epoch date for horizontal control is a decimal equivalence
 TU2093.of Year/Month/Day.
 TU2093
 TU2093.The orthometric height was scaled from a topographic map.
 TU2093
 TU2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2093
 TU2093.The geoid height was determined by GEOID03.
 TU2093
 TU2093;                    North         East     Units Scale Factor Converg.
 TU2093;SPC HI 1     -    71,719.857   564,192.958   MT  1.00001758   +0 12 14.1
 TU2093;UTM  05      - 2,155,055.386   301,779.674   MT  1.00008569   -0 37 48.0
 TU2093
 TU2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2093!SPC HI 1     -   0.99996447  x   1.00001758  =   0.99998205
 TU2093!UTM  05      -   0.99996447  x   1.00008569  =   1.00005016
 TU2093
 TU2093                          SUPERSEDED SURVEY CONTROL
 TU2093
 TU2093  NAD 83(1986)-  19 28 48.82675(N)    154 53 18.78401(W) AD(       ) 3
 TU2093  OLD HI      -  19 29 02.14000(N)    154 53 22.36000(W) AD(       ) 3
 TU2093
 TU2093.Superseded values are not recommended for survey control.
 TU2093.NGS no longer adjusts projects to the OLD HI datum.
 TU2093.See file dsdata.txt to determine how the superseded data were derived.
 TU2093
 TU2093_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0178055055(NAD 83)
 TU2093
 TU2093  HISTORY     - Date     Condition        Report By
 TU2093  HISTORY     - 1914     MONUMENTED       CGS
 TU2093
 TU2093                          STATION DESCRIPTION
 TU2093
 TU2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2093'NEAR EASTERN POINT OF HAWAII, ON THE RIM OF HONUAULA CRATER, WHICH
 TU2093'LIES A LITTLE SOUTH OF WEST FROM CAPE KUMUKAHI, AND IN THE FORKS
 TU2093'WHERE THE ROAD FROM PAHOA BRANCHES TO POHOIKI AND KAPOHO.  THE
 TU2093'STATION IS THE MORE NORTHERLY AND SEAWARD OF TWO WOODED TITS OF
 TU2093'ALMOST EQUAL HEIGHT ON THE RIM OF THE CRATER.  THESE TWIN TITS
 TU2093'ARE VERY CONSPICUOUS FROM THE SEA ON ALL SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2092 ***********************************************************************
 TU2092  DESIGNATION -  HONUAULA 1914
 TU2092  PID         -  TU2092
 TU2092  STATE/COUNTY-  HI/HAWAII
 TU2092  USGS QUAD   -  PAHOA SOUTH (1994)
 TU2092
 TU2092                         *CURRENT SURVEY CONTROL
 TU2092  ___________________________________________________________________
 TU2092* NAD 83(1993)-  19 28 50.43789(N)    154 53 12.07193(W)     ADJUSTED  
 TU2092* LOCAL TIDAL -       212.     (meters)     696.     (feet)  SCALED    
 TU2092  ___________________________________________________________________
 TU2092  EPOCH DATE  -        1993.62
 TU2092  LAPLACE CORR-         -18.81  (seconds)                    DEFLEC99
 TU2092  GEOID HEIGHT-          13.99  (meters)                     GEOID03
 TU2092
 TU2092  HORZ ORDER  -  THIRD
 TU2092
 TU2092.The horizontal coordinates were established by classical geodetic methods
 TU2092.and adjusted by the National Geodetic Survey in December 1998..
 TU2092.The horizontal coordinates are valid at the epoch date displayed above.
 TU2092.The epoch date for horizontal control is a decimal equivalence
 TU2092.of Year/Month/Day.
 TU2092
 TU2092.The orthometric height was scaled from a topographic map.
 TU2092
 TU2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2092
 TU2092.The geoid height was determined by GEOID03.
 TU2092
 TU2092;                    North         East     Units Scale Factor Converg.
 TU2092;SPC HI 1     -    71,769.597   564,388.123   MT  1.00001789   +0 12 16.3
 TU2092;UTM  05      - 2,155,102.284   301,975.555   MT  1.00008473   -0 37 45.8
 TU2092
 TU2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2092!SPC HI 1     -   0.99996448  x   1.00001789  =   0.99998237
 TU2092!UTM  05      -   0.99996448  x   1.00008473  =   1.00004920
 TU2092
 TU2092                          SUPERSEDED SURVEY CONTROL
 TU2092
 TU2092  NAD 83(1986)-  19 28 50.40657(N)    154 53 12.09541(W) AD(       ) 3
 TU2092  OLD HI      -  19 29 01.16000(N)    154 53 22.28000(W) AD(       ) 3
 TU2092
 TU2092.Superseded values are not recommended for survey control.
 TU2092.NGS no longer adjusts projects to the OLD HI datum.
 TU2092.See file dsdata.txt to determine how the superseded data were derived.
 TU2092
 TU2092_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0197655102(NAD 83)
 TU2092
 TU2092  HISTORY     - Date     Condition        Report By
 TU2092  HISTORY     - 1914     MONUMENTED       CGS
 TU2092  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2092  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2092  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2092
 TU2092                          STATION DESCRIPTION
 TU2092
 TU2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2092'LOCATION OF STATION--ON WEST CRATER RIM ON TOP OF HONUAULA HILL
 TU2092'WHICH IS ABOUT 4-1/2 MILES EAST OF PAHOA VILLAGE AND ABOUT 1/2
 TU2092'MILE NORTHEAST OF THE PAHOA POHOIKI ROAD.  THE STATION IS BEST
 TU2092'APPROACHED FROM THE SOUTH EAST SIDE OF THE HILL.
 TU2092'
 TU2092'OLD STATION MARK FOUND--1-1/2 IN PIPE IN CONCRETE.
 TU2092
 TU2092                          STATION RECOVERY (1958)
 TU2092
 TU2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AGD)
 TU2092'STATION FOUND AS DESCRIBED.  STATION MARK FOUND IN FAIR
 TU2092'CONDITION.  THE CONCRETE SURROUNDING IRON PIPE WAS BADLY IN NEED
 TU2092'OF REPAIR AND A NEW CONCRETE SQUARE WAS EMPLACED.
 TU2092
 TU2092                          STATION RECOVERY (1958)
 TU2092
 TU2092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JPC)
 TU2092'STATION FOUND AS DESCRIBED AND STATION MARK FOUND IN GOOD
 TU2092'CONDITION.
 TU2092'
 TU2092'STATION MARK--CENTER OF A 1 1/2-INCH IRON PIPE WHICH IS SET IN
 TU2092'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2543 ***********************************************************************
 TU2543  DESIGNATION -  HOOKENA
 TU2543  PID         -  TU2543
 TU2543  STATE/COUNTY-  HI/HAWAII
 TU2543  USGS QUAD   -  HONAUNAU (1996)
 TU2543
 TU2543                         *CURRENT SURVEY CONTROL
 TU2543  ___________________________________________________________________
 TU2543* NAD 83(1993)-  19 22 49.82671(N)    155 54 00.26551(W)     ADJUSTED  
 TU2543* LOCAL TIDAL -         1.5    (meters)       5.     (feet)  VERT ANG  
 TU2543  ___________________________________________________________________
 TU2543  EPOCH DATE  -        1993.62
 TU2543  LAPLACE CORR-          25.44  (seconds)                    DEFLEC99
 TU2543  GEOID HEIGHT-          19.80  (meters)                     GEOID03
 TU2543
 TU2543  HORZ ORDER  -  SECOND
 TU2543
 TU2543.The horizontal coordinates were established by classical geodetic methods
 TU2543.and adjusted by the National Geodetic Survey in December 1998..
 TU2543.The horizontal coordinates are valid at the epoch date displayed above.
 TU2543.The epoch date for horizontal control is a decimal equivalence
 TU2543.of Year/Month/Day.
 TU2543
 TU2543.The orthometric height was determined by vertical angle observations.
 TU2543
 TU2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2543
 TU2543.The geoid height was determined by GEOID03.
 TU2543
 TU2543;                    North         East     Units Scale Factor Converg.
 TU2543;SPC HI 1     -    60,615.209   457,973.238   MT  0.99998849   -0 07 57.9
 TU2543;UTM  05      - 2,145,490.541   195,365.924   MT  1.00074729   -0 57 47.2
 TU2543
 TU2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2543!SPC HI 1     -   0.99999665  x   0.99998849  =   0.99998514
 TU2543!UTM  05      -   0.99999665  x   1.00074729  =   1.00074394
 TU2543
 TU2543|---------------------------------------------------------------------|
 TU2543| PID    Reference Object                     Distance      Geod. Az  |
 TU2543|                                                           dddmmss.s |
 TU2543| CN5238 HOOKENA RM 2                          8.710 METERS 11118     |
 TU2543| TU2544 LAE MAMO                            APPROX. 1.7 KM 3271923.3 |
 TU2543| CN5237 HOOKENA RM 1                         19.389 METERS 35438     |
 TU2543|---------------------------------------------------------------------|
 TU2543
 TU2543                          SUPERSEDED SURVEY CONTROL
 TU2543
 TU2543  NAD 83(1986)-  19 22 49.82334(N)    155 54 00.30311(W) AD(       ) 2
 TU2543  OLD HI      -  19 23 00.67644(N)    155 54 10.34147(W) AD(       ) 2
 TU2543
 TU2543.Superseded values are not recommended for survey control.
 TU2543.NGS no longer adjusts projects to the OLD HI datum.
 TU2543.See file dsdata.txt to determine how the superseded data were derived.
 TU2543
 TU2543_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9536645491(NAD 83)
 TU2543_MARKER: DS = TRIANGULATION STATION DISK
 TU2543_SETTING: 0 = UNSPECIFIED SETTING
 TU2543_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2543
 TU2543  HISTORY     - Date     Condition        Report By
 TU2543  HISTORY     - 1972     MONUMENTED       NGS
 TU2543  HISTORY     - 1979     GOOD             NOS
 TU2543
 TU2543                          STATION DESCRIPTION
 TU2543
 TU2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2543'STATION IS LOCATED APPROXIMATELY 3 MILES SSE OF THE CITY OF
 TU2543'REFUGE NEAR THE SMALL TOWN OF HOOKENA ON THE KONA COAST OF
 TU2543'HAWAII ISLAND.  STATION IS NEAR THE SMALL POINT 800 FEET SOUTH
 TU2543'OF PALIANIHI POINT, NEAR THE NORTHERN EDGE OF KAUHAKO
 TU2543'BAY.  APPROXIMATELY 5 FEET ABOVE SEA-LEVEL AND 100 FEET EAST OF
 TU2543'THE HIGH-WATER LINE.
 TU2543'
 TU2543'TO REACH STATION FROM POST OFFIC AT HONAUNAU, TRAVEL SOUTH
 TU2543'ON STATE HWY 11 FOR 3.9 MILES TO HOOKENA SCHOOL.  CONTINUE ON
 TU2543'HIGHWAY 11 FOR 0.4 MILE TO FORK AND SIGN HOOKENA.  TAKE RIGHT
 TU2543'FORK AND GO 2.25 MILES ALONG PAVED ROAD TO GRAVEL TRACK
 TU2543'CROSSROAD, JUST BEFORE REACHING HOOKENA BEACH.  TURN RIGHT AND
 TU2543'TRAVEL THROUGH TREES FOR 0.1 MILE TO WHERE THE ROAD TURNS NORTH
 TU2543'ALONG THE BEACH.  PACK SOUTHERLY FOR APPROXIMATELY 400 FEET TO
 TU2543'THE STATION ON THE LAVA BEACH.
 TU2543'
 TU2543'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED HOOKENA
 TU2543'1972, SET IN A DRILL HOLE IN THE LAVA FIELD, APPROXIMATELY 50
 TU2543'FEET FROM THE EDGE OF THE VEGETATION.
 TU2543'
 TU2543'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE LAVA FIELD AT
 TU2543'THE SAME ELEVATION AS THE STATION.  DISK IS STAMPED NO. 1 1972.
 TU2543'
 TU2543'REFERENCE MARK 2 IS A STANDARD DISK SET IN THE LAVA FIELD AT
 TU2543'THE SAME ELEVATION AS THE STATION.  DISK IS STAMPED NO. 2 1972.
 TU2543
 TU2543                          STATION RECOVERY (1979)
 TU2543
 TU2543'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2543'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED.THE
 TU2543'STATION IS ALSO APPROX. 25 METERS WEST OF THE ROCK
 TU2543'WALL WHICH RUNS ALONG THE ROAD WHICH RUNS NORTH
 TU2543'ALONG THE SHORELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2526 ***********************************************************************
 TU2526  DESIGNATION -  HOOKENA ABANDONED CHURCH SPIRE
 TU2526  PID         -  TU2526
 TU2526  STATE/COUNTY-  HI/HAWAII
 TU2526  USGS QUAD   -  HONAUNAU (1996)
 TU2526
 TU2526                         *CURRENT SURVEY CONTROL
 TU2526  ___________________________________________________________________
 TU2526* NAD 83(1993)-  19 22 55.72440(N)    155 54 01.59354(W)     ADJUSTED  
 TU2526* LOCAL TIDAL -                                                        
 TU2526  ___________________________________________________________________
 TU2526  EPOCH DATE  -        1993.62
 TU2526  LAPLACE CORR-          25.42  (seconds)                    DEFLEC99
 TU2526  GEOID HEIGHT-          19.80  (meters)                     GEOID03
 TU2526
 TU2526  HORZ ORDER  -  THIRD
 TU2526
 TU2526.The horizontal coordinates were established by classical geodetic methods
 TU2526.and adjusted by the National Geodetic Survey in December 1998..
 TU2526.The horizontal coordinates are valid at the epoch date displayed above.
 TU2526.The epoch date for horizontal control is a decimal equivalence
 TU2526.of Year/Month/Day.
 TU2526
 TU2526
 TU2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2526
 TU2526.The geoid height was determined by GEOID03.
 TU2526
 TU2526;                    North         East     Units Scale Factor Converg.
 TU2526;SPC HI 1     -    60,796.645   457,934.907   MT  0.99998853   -0 07 58.4
 TU2526;UTM  05      - 2,145,672.652   195,330.198   MT  1.00074756   -0 57 47.9
 TU2526
 TU2526                          SUPERSEDED SURVEY CONTROL
 TU2526
 TU2526  NAD 83(1986)-  19 22 55.72130(N)    155 54 01.63186(W) AD(       ) 4
 TU2526  OLD HI      -  19 23 06.57800(N)    155 54 11.66800(W) AD(       ) 3
 TU2526
 TU2526.Superseded values are not recommended for survey control.
 TU2526.NGS no longer adjusts projects to the OLD HI datum.
 TU2526.See file dsdata.txt to determine how the superseded data were derived.
 TU2526
 TU2526_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9533045673(NAD 83)
 TU2526
 TU2526  HISTORY     - Date     Condition        Report By
 TU2526  HISTORY     - UNK      MONUMENTED
 TU2526  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2526  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2526
 TU2526                          STATION DESCRIPTION
 TU2526
 TU2526'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2526'OFFICE NOTE--COMPUTATIONS INDICATE THAT THIS STATION IS THE
 TU2526'SAME AS LOCATED IN 1884 BY H.G.S.
 TU2526'
 TU2526'THIS IS AN INTERSECTION STATION.
 TU2526'
 TU2526'THE STATION IS THE TOP OF THE SPIRE ON THE CREST OF THE STEEPLE
 TU2526'OF AN ABANDONED CHURCH IN THE VILLAGE OF HOOKENA.
 TU2526'
 TU2526'THE CHURCH IS CONSTRUCTED OF STONE AND CONCRETE, HAS A
 TU2526'CORRUGATED IRON ROOF, FACES WEST AND HAS ITS STEEPLE OF THE
 TU2526'WEST END OF ITS ROOF.
 TU2526'
 TU2526'THE STEEPLE IS ABOUT 50 FEET HIGH.
 TU2526'
 TU2526'THE STATION IS LOCATED ABOUT 0.3 MILE NORTH OF THE STONE DOCK
 TU2526'AT HOOKENA, ABOUT 100 YARDS EAST OF THE OCEAN AND ABOUT 100 FEET
 TU2526'EAST OF A GRADED ROAD.
 TU2526
 TU2526                          STATION RECOVERY (1968)
 TU2526
 TU2526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2526'STATION IS GONE.  THE OLD CHURCH BUILDING HAS FALLEN AND ONLY
 TU2526'PART OF THE STONE WALLS IS STILL STANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3172 ***********************************************************************
 TU3172  DESIGNATION -  HOPE
 TU3172  PID         -  TU3172
 TU3172  STATE/COUNTY-  HI/MAUI
 TU3172  USGS QUAD   -  
 TU3172
 TU3172                         *CURRENT SURVEY CONTROL
 TU3172  ___________________________________________________________________
 TU3172* NAD 83(1993)-  20 30 08.26208(N)    156 39 59.62446(W)     ADJUSTED  
 TU3172* LOCAL TIDAL -                                                        
 TU3172  ___________________________________________________________________
 TU3172  EPOCH DATE  -        1993.62
 TU3172  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 TU3172  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU3172
 TU3172  HORZ ORDER  -  THIRD
 TU3172
 TU3172.The horizontal coordinates were established by classical geodetic methods
 TU3172.and adjusted by the National Geodetic Survey in December 1998..
 TU3172.The horizontal coordinates are valid at the epoch date displayed above.
 TU3172.The epoch date for horizontal control is a decimal equivalence
 TU3172.of Year/Month/Day.
 TU3172
 TU3172
 TU3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3172
 TU3172.The geoid height was determined by GEOID03.
 TU3172
 TU3172;                    North         East     Units Scale Factor Converg.
 TU3172;SPC HI 2     -    18,705.049   500,010.881   MT  0.99996667   +0 00 00.1
 TU3172;UTM  04      - 2,268,803.173   743,357.318   MT  1.00033198   +0 49 03.6
 TU3172
 TU3172                          SUPERSEDED SURVEY CONTROL
 TU3172
 TU3172  NAD 83(1986)-  20 30 08.25251(N)    156 39 59.59396(W) AD(       ) 4
 TU3172  OLD HI      -  20 30 19.62000(N)    156 40 09.69000(W) AD(       ) 3
 TU3172
 TU3172.Superseded values are not recommended for survey control.
 TU3172.NGS no longer adjusts projects to the OLD HI datum.
 TU3172.See file dsdata.txt to determine how the superseded data were derived.
 TU3172
 TU3172_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4335768803(NAD 83)
 TU3172
 TU3172  HISTORY     - Date     Condition        Report By
 TU3172  HISTORY     - UNK      MONUMENTED
 TU3172  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU3172
 TU3172                          STATION DESCRIPTION
 TU3172
 TU3172'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3172'IT IS LOCATED ON THE SW COAST OF KAHOOLAWE, ON THE EDGE OF THE
 TU3172'BLUFF, AND 21.6 M. FROM KAHOOLAWE LIGHT WHICH BEARS 69 DEG 19 MIN
 TU3172'30 SEC (TRUE).
 TU3172'
 TU3172'STATION IS MARKED BY A 2-IN. IRON PIPE SET IN A 12-IN. SQUARE
 TU3172'CONCRETE BLOCK.  STATION MARK WAS SET BY THE LIGHTHOUSE SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1582 ***********************************************************************
 TU1582  DESIGNATION -  HORN
 TU1582  PID         -  TU1582
 TU1582  STATE/COUNTY-  HI/HONOLULU
 TU1582  USGS QUAD   -  KAENA (1983)
 TU1582
 TU1582                         *CURRENT SURVEY CONTROL
 TU1582  ___________________________________________________________________
 TU1582* NAD 83(1993)-  21 33 37.84821(N)    158 14 18.20563(W)     ADJUSTED  
 TU1582* LOCAL TIDAL -       405.     (meters)    1329.     (feet)  SCALED    
 TU1582  ___________________________________________________________________
 TU1582  EPOCH DATE  -        1993.62
 TU1582  LAPLACE CORR-           4.77  (seconds)                    DEFLEC99
 TU1582  GEOID HEIGHT-          14.78  (meters)                     GEOID03
 TU1582
 TU1582  HORZ ORDER  -  SECOND
 TU1582
 TU1582.The horizontal coordinates were established by classical geodetic methods
 TU1582.and adjusted by the National Geodetic Survey in December 1998..
 TU1582.The horizontal coordinates are valid at the epoch date displayed above.
 TU1582.The epoch date for horizontal control is a decimal equivalence
 TU1582.of Year/Month/Day.
 TU1582
 TU1582.The orthometric height was scaled from a topographic map.
 TU1582
 TU1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1582
 TU1582.The geoid height was determined by GEOID03.
 TU1582
 TU1582;                    North         East     Units Scale Factor Converg.
 TU1582;SPC HI 3     -    43,625.855   475,308.357   MT  0.99999753   -0 05 15.4
 TU1582;UTM  04      - 2,384,375.852   578,855.607   MT  0.99967683   +0 16 47.6
 TU1582
 TU1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1582!SPC HI 3     -   0.99993403  x   0.99999753  =   0.99993156
 TU1582!UTM  04      -   0.99993403  x   0.99967683  =   0.99961088
 TU1582
 TU1582                          SUPERSEDED SURVEY CONTROL
 TU1582
 TU1582  NAD 83(1986)-  21 33 37.79700(N)    158 14 18.21772(W) AD(       ) 2
 TU1582
 TU1582.Superseded values are not recommended for survey control.
 TU1582.NGS no longer adjusts projects to the OLD HI datum.
 TU1582.See file dsdata.txt to determine how the superseded data were derived.
 TU1582
 TU1582_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7885684376(NAD 83)
 TU1582
 TU1582  HISTORY     - Date     Condition        Report By
 TU1582  HISTORY     - 1965     FIRST OBSERVED   CGS
 TU1582
 TU1582                          STATION DESCRIPTION
 TU1582
 TU1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1582'LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF MAKAHA, AT THE KAENA POINT
 TU1582'TRACKING STATION, NEAR SOUTHWEST CORNER OF THE TECHNICAL SUPPORT
 TU1582'BUILDING, AT SOUTHEAST END OF THE FLAT, BUILDING-COVERED AREA
 TU1582'IMMEDIATELY EAST OF AND ABOVE THE HEADQUARTERS BUILDING.
 TU1582'
 TU1582'STATION IS THE CENTER OF THE FACE OF THE ORIENTING HORN, ABOUT 5 X 8
 TU1582'INCHES IN SIZE, AND MOUNTED NEAR THE TOP, ON THE NORTHWEST SIDE, OF
 TU1582'A WOODEN POLE ABOUT 30 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1786 ***********************************************************************
 TU1786  DESIGNATION -  HORN 1910
 TU1786  PID         -  TU1786
 TU1786  STATE/COUNTY-  HI/KAUAI
 TU1786  USGS QUAD   -  KOLOA (1996)
 TU1786
 TU1786                         *CURRENT SURVEY CONTROL
 TU1786  ___________________________________________________________________
 TU1786* NAD 83(1993)-  21 53 05.63951(N)    159 29 37.07254(W)     ADJUSTED  
 TU1786* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1786  ___________________________________________________________________
 TU1786  EPOCH DATE  -        1993.62
 TU1786  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 TU1786  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU1786
 TU1786  HORZ ORDER  -  THIRD
 TU1786
 TU1786.The horizontal coordinates were established by classical geodetic methods
 TU1786.and adjusted by the National Geodetic Survey in December 1998..
 TU1786.The horizontal coordinates are valid at the epoch date displayed above.
 TU1786.The epoch date for horizontal control is a decimal equivalence
 TU1786.of Year/Month/Day.
 TU1786
 TU1786.The orthometric height was scaled from a topographic map.
 TU1786
 TU1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1786
 TU1786.The geoid height was determined by GEOID03.
 TU1786
 TU1786;                    North         East     Units Scale Factor Converg.
 TU1786;SPC HI 4     -     5,709.835   500,658.172   MT  0.99999001   +0 00 08.5
 TU1786;UTM  04      - 2,420,168.958   449,005.491   MT  0.99963213   -0 11 02.4
 TU1786
 TU1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1786!SPC HI 4     -   0.99999744  x   0.99999001  =   0.99998745
 TU1786!UTM  04      -   0.99999744  x   0.99963213  =   0.99962957
 TU1786
 TU1786                          SUPERSEDED SURVEY CONTROL
 TU1786
 TU1786  NAD 83(1986)-  21 53 05.62163(N)    159 29 37.10454(W) AD(       ) 3
 TU1786  OLD HI      -  21 53 16.91000(N)    159 29 47.16000(W) AD(       ) 3
 TU1786
 TU1786.Superseded values are not recommended for survey control.
 TU1786.NGS no longer adjusts projects to the OLD HI datum.
 TU1786.See file dsdata.txt to determine how the superseded data were derived.
 TU1786
 TU1786_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4900520169(NAD 83)
 TU1786
 TU1786  HISTORY     - Date     Condition        Report By
 TU1786  HISTORY     - 1910     MONUMENTED       CGS
 TU1786  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1786  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1786  HISTORY     - 19970106 MARK NOT FOUND   USPSQD
 TU1786  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 TU1786  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1786
 TU1786                          STATION DESCRIPTION
 TU1786
 TU1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1786'ON SOUTH COAST ON KAUAI, ON POINT JUST WEST OF KUKUIULA BAY, AND
 TU1786'ABOUT 25 METERS NORTHWEST OF THE SPOUTING HORN.  SIGNAL POLE WAS
 TU1786'SET IN AHU (CAIRN) OF ROCK AT PILE OF LAVA MADE BY CLEARING
 TU1786'FIELDS.  A SMALL CROSS WAS CUT IN A LARGE ROCK (3 CU. FT.) 1.7
 TU1786'FEET WEST.
 TU1786
 TU1786                          STATION RECOVERY (1965)
 TU1786
 TU1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1786'STATION IS GONE.  THIS AREA IS NOW AN OBSERVATION POINT, WITH
 TU1786'MACADAMIZED SURFACE, AT THE SPOUTING HORN.
 TU1786
 TU1786                          STATION RECOVERY (1997)
 TU1786
 TU1786'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1786'MARK NOT FOUND.
 TU1786
 TU1786                          STATION RECOVERY (1998)
 TU1786
 TU1786'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1786'MARK NOT FOUND.
 TU1786
 TU1786                          STATION RECOVERY (2005)
 TU1786
 TU1786'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3178 ***********************************************************************
 TU3178  DESIGNATION -  HOT
 TU3178  PID         -  TU3178
 TU3178  STATE/COUNTY-  HI/MAUI
 TU3178  USGS QUAD   -  
 TU3178
 TU3178                         *CURRENT SURVEY CONTROL
 TU3178  ___________________________________________________________________
 TU3178* NAD 83(1993)-  20 32 28.61891(N)    156 38 38.23897(W)     ADJUSTED  
 TU3178* LOCAL TIDAL -       261.     (meters)     856.     (feet)  SCALED    
 TU3178  ___________________________________________________________________
 TU3178  EPOCH DATE  -        1993.62
 TU3178  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 TU3178  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU3178
 TU3178  HORZ ORDER  -  THIRD
 TU3178
 TU3178.The horizontal coordinates were established by classical geodetic methods
 TU3178.and adjusted by the National Geodetic Survey in December 1998..
 TU3178.The horizontal coordinates are valid at the epoch date displayed above.
 TU3178.The epoch date for horizontal control is a decimal equivalence
 TU3178.of Year/Month/Day.
 TU3178
 TU3178.The orthometric height was scaled from a topographic map.
 TU3178
 TU3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3178
 TU3178.The geoid height was determined by GEOID03.
 TU3178
 TU3178;                    North         East     Units Scale Factor Converg.
 TU3178;SPC HI 2     -    23,021.466   502,368.373   MT  0.99996674   +0 00 28.7
 TU3178;UTM  04      - 2,273,154.442   745,653.772   MT  1.00034586   +0 49 37.6
 TU3178
 TU3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3178!SPC HI 2     -   0.99995653  x   0.99996674  =   0.99992327
 TU3178!UTM  04      -   0.99995653  x   1.00034586  =   1.00030237
 TU3178
 TU3178:                Primary Azimuth Mark                     Grid Az
 TU3178:SPC HI 2     -  RED                                      007 16 08.4
 TU3178:UTM  04      -  RED                                      006 26 59.5
 TU3178
 TU3178|---------------------------------------------------------------------|
 TU3178| PID    Reference Object                     Distance      Geod. Az  |
 TU3178|                                                           dddmmss.s |
 TU3178| TU3168 RED                                 432.060 METERS 0071637.1 |
 TU3178| TU3169 END                                 APPROX. 1.5 KM 2150824.0 |
 TU3178| TU3176 REEF                                APPROX. 3.7 KM 2942153.9 |
 TU3178| TU3173 SHY                                 APPROX. 3.1 KM 3060808.9 |
 TU3178| TU3185 TRAY                                APPROX. 2.7 KM 3234018.1 |
 TU3178|---------------------------------------------------------------------|
 TU3178
 TU3178                          SUPERSEDED SURVEY CONTROL
 TU3178
 TU3178  NAD 83(1986)-  20 32 28.60532(N)    156 38 38.21000(W) AD(       ) 3
 TU3178  OLD HI      -  20 32 39.97000(N)    156 38 48.33100(W) AD(       ) 3
 TU3178
 TU3178.Superseded values are not recommended for survey control.
 TU3178.NGS no longer adjusts projects to the OLD HI datum.
 TU3178.See file dsdata.txt to determine how the superseded data were derived.
 TU3178
 TU3178_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4565473154(NAD 83)
 TU3178_MARKER: W = UNMONUMENTED
 TU3178_SETTING: 0 = UNSPECIFIED SETTING
 TU3178
 TU3178  HISTORY     - Date     Condition        Report By
 TU3178  HISTORY     - 1904     MONUMENTED       CGS
 TU3178  HISTORY     - 1963     MARK NOT FOUND   CGS
 TU3178
 TU3178                          STATION DESCRIPTION
 TU3178
 TU3178'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3178'IN THE WESTERN PART OF KAHOOLAWE, ON A BARE RED HILLTOP AT THE
 TU3178'WESTERN END OF A DEPRESSION ABOUT 800 METERS LONG.  MARKED ONLY
 TU3178'BY FLAGPOLE DRIVEN INTO GROUND, WITH SMALL STONES PILED AROUND
 TU3178'BASE.
 TU3178
 TU3178                          STATION RECOVERY (1963)
 TU3178
 TU3178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3178'STATION WAS SEARCHED FOR BUT NOT RECOVERED AND SHOULD BE CONSIDERED
 TU3178'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3600 ***********************************************************************
 AA3600  FBN         -  This is a Federal Base Network Control Station.
 AA3600  TIDAL BM    -  This is a Tidal Bench Mark.
 AA3600  DESIGNATION -  HP 6
 AA3600  PID         -  AA3600
 AA3600  STATE/COUNTY-  HI/HAWAII
 AA3600  USGS QUAD   -  KAWAIHAE (1995)
 AA3600
 AA3600                         *CURRENT SURVEY CONTROL
 AA3600  ___________________________________________________________________
 AA3600* NAD 83(1993)-  20 01 33.90278(N)    155 49 13.88481(W)     ADJUSTED  
 AA3600* LOCAL TIDAL -        37.7    (meters)     124.     (feet)  GPS OBS   
 AA3600  ___________________________________________________________________
 AA3600  EPOCH DATE  -        1993.62
 AA3600  X           -  -5,468,952.051 (meters)                     COMP
 AA3600  Y           -  -2,455,490.215 (meters)                     COMP
 AA3600  Z           -   2,170,430.245 (meters)                     COMP
 AA3600  LAPLACE CORR-          12.05  (seconds)                    DEFLEC99
 AA3600  ELLIP HEIGHT-          58.99  (meters)          (08/26/96) GPS OBS
 AA3600  GEOID HEIGHT-          20.82  (meters)                     GEOID03
 AA3600
 AA3600  HORZ ORDER  -  A
 AA3600  ELLP ORDER  -  THIRD     CLASS I
 AA3600
 AA3600.The horizontal coordinates were established by GPS observations
 AA3600.and adjusted by the National Geodetic Survey in August 1996..
 AA3600.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA3600.DATUM ITEM on the data sheet items page.
 AA3600.The horizontal coordinates are valid at the epoch date displayed above.
 AA3600.The epoch date for horizontal control is a decimal equivalence
 AA3600.of Year/Month/Day.
 AA3600
 AA3600.The orthometric height was determined by GPS observations and a
 AA3600.high-resolution geoid model.
 AA3600
 AA3600.This Tidal Bench Mark is designated as VM 12289
 AA3600.by the Center for Operational Oceanographic Products and Services.
 AA3600
 AA3600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3600
 AA3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3600
 AA3600.The ellipsoidal height was determined by GPS observations
 AA3600.and is referenced to NAD 83.
 AA3600
 AA3600.The geoid height was determined by GEOID03.
 AA3600
 AA3600;                    North         East     Units Scale Factor Converg.
 AA3600;SPC HI 1     -   132,061.996   466,464.655   MT  0.99998056   -0 06 35.1
 AA3600;UTM  05      - 2,216,856.432   204,915.265   MT  1.00067637   -0 57 59.7
 AA3600
 AA3600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3600!SPC HI 1     -   0.99999073  x   0.99998056  =   0.99997129
 AA3600!UTM  05      -   0.99999073  x   1.00067637  =   1.00066709
 AA3600
 AA3600                          SUPERSEDED SURVEY CONTROL
 AA3600
 AA3600  ELLIP H (11/30/94)   59.27   (m)                       GP(       ) 5 1
 AA3600
 AA3600.Superseded values are not recommended for survey control.
 AA3600.NGS no longer adjusts projects to the OLD HI datum.
 AA3600.See file dsdata.txt to determine how the superseded data were derived.
 AA3600
 AA3600_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0491516856(NAD 83)
 AA3600_MARKER: DD = SURVEY DISK
 AA3600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3600_SP_SET: CONCRETE POST
 AA3600_STAMPING: HP-6 EL 124.42
 AA3600_MARK LOGO: NPS   
 AA3600_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3600+STABILITY: SURFACE MOTION
 AA3600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3600+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AA3600
 AA3600  HISTORY     - Date     Condition        Report By
 AA3600  HISTORY     - UNK      MONUMENTED       NPS
 AA3600  HISTORY     - 19930807 GOOD             NOS
 AA3600  HISTORY     - 19950718 GOOD             NOS
 AA3600  HISTORY     - 20030825 GOOD             JCLS
 AA3600  HISTORY     - 20040925 GOOD             COMPDA
 AA3600  HISTORY     - 20051010 GOOD             USPSQD
 AA3600
 AA3600                          STATION DESCRIPTION
 AA3600
 AA3600'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3600'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF KAWAIAE AT
 AA3600'THE PUUKOHOLA HEIAU NATIONAL HISTORIC SITE. ON THE ISLAND OF HAWAII,
 AA3600'HAWAII. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 AA3600'AND 250 ABOUT 2.4 KM (1.50 MI) SE OF KAWAIHAE, TURN LEFT ON HIGHWAY
 AA3600'250 AND PROCEED FOR .72 KM (0.45 MI) TO A PAVED ROAD LEFT AND A SIGN
 AA3600'PUUKOHOLA HEIAU PARK.  TURN LEFT AND GO WSW ON PAVED ROAD FOR .05 MI
 AA3600'(0.08 KM) TO PAVED ROAD RIGHT, TURN RIGHT AND PROCEED .1 MI (0.2 KM)
 AA3600'TO SW CORNER OF PARKING LOT AND STATION. THE STATION IS SET INTO THE
 AA3600'TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER PROJECTING 14 CM
 AA3600'ABOVE THE GROUND.  THE STATION IS 45.57 M (149.51 FT) SSW FROM THE SW
 AA3600'CORNER OF THE PARK HEADQUARTERS BUILDING, 20.42 M (66.99 FT) SSE FROM
 AA3600'THE APPROXIMATE CENTER OF A PATH AND 1.19 M (3.90 FT) SSW FROM THE
 AA3600'ELBOW JOINT OF AN EXPOSED METAL PIPE FOR A LAWN SPRINKLER
 AA3600
 AA3600                          STATION RECOVERY (1995)
 AA3600
 AA3600'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JGF)
 AA3600'RECOVERED AS DESCRIBED.
 AA3600
 AA3600                          STATION RECOVERY (2003)
 AA3600
 AA3600'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 AA3600'RECOVERED IN GOOD CONDITION.
 AA3600
 AA3600                          STATION RECOVERY (2004)
 AA3600
 AA3600'RECOVERY NOTE BY COMPASSDATA INC 2004 (JC)
 AA3600'RECOVERED IN GOOD CONDITION.
 AA3600
 AA3600                          STATION RECOVERY (2005)
 AA3600
 AA3600'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AA3600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2563 ***********************************************************************
 TU2563  DESIGNATION -  HUALALAI 2 1882
 TU2563  PID         -  TU2563
 TU2563  STATE/COUNTY-  HI/HAWAII
 TU2563  USGS QUAD   -  HUALALAI (1982)
 TU2563
 TU2563                         *CURRENT SURVEY CONTROL
 TU2563  ___________________________________________________________________
 TU2563* NAD 83(1993)-  19 41 19.29147(N)    155 52 13.61386(W)     ADJUSTED  
 TU2563* LOCAL TIDAL -       311.     (meters)    1020.     (feet)  SCALED    
 TU2563  ___________________________________________________________________
 TU2563  EPOCH DATE  -        1993.62
 TU2563  LAPLACE CORR-          16.66  (seconds)                    DEFLEC99
 TU2563  GEOID HEIGHT-          22.80  (meters)                     GEOID03
 TU2563
 TU2563  HORZ ORDER  -  SECOND
 TU2563
 TU2563.The horizontal coordinates were established by classical geodetic methods
 TU2563.and adjusted by the National Geodetic Survey in December 1998..
 TU2563.The horizontal coordinates are valid at the epoch date displayed above.
 TU2563.The epoch date for horizontal control is a decimal equivalence
 TU2563.of Year/Month/Day.
 TU2563
 TU2563.The orthometric height was scaled from a topographic map.
 TU2563
 TU2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2563
 TU2563.The geoid height was determined by GEOID03.
 TU2563
 TU2563;                    North         East     Units Scale Factor Converg.
 TU2563;SPC HI 1     -    94,723.276   461,159.110   MT  0.99998531   -0 07 29.3
 TU2563;UTM  05      - 2,179,573.877   199,052.259   MT  1.00071963   -0 58 04.1
 TU2563
 TU2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2563!SPC HI 1     -   0.99994753  x   0.99998531  =   0.99993284
 TU2563!UTM  05      -   0.99994753  x   1.00071963  =   1.00066712
 TU2563
 TU2563:                Primary Azimuth Mark                     Grid Az
 TU2563:SPC HI 1     -  KAUPULEHU RESET                          306 52 01.3
 TU2563:UTM  05      -  KAUPULEHU RESET                          307 42 36.1
 TU2563
 TU2563|---------------------------------------------------------------------|
 TU2563| PID    Reference Object                     Distance      Geod. Az  |
 TU2563|                                                           dddmmss.s |
 TU2563| TU2586 KAUPULEHU RESET                     APPROX. 5.0 KM 3064432.0 |
 TU2563|---------------------------------------------------------------------|
 TU2563
 TU2563                          SUPERSEDED SURVEY CONTROL
 TU2563
 TU2563  NAD 83(1986)-  19 41 19.28806(N)    155 52 13.64032(W) AD(       ) 2
 TU2563  OLD HI      -  19 41 30.81100(N)    155 52 23.24000(W) AD(       ) 2
 TU2563
 TU2563.Superseded values are not recommended for survey control.
 TU2563.NGS no longer adjusts projects to the OLD HI datum.
 TU2563.See file dsdata.txt to determine how the superseded data were derived.
 TU2563
 TU2563_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9905279574(NAD 83)
 TU2563
 TU2563  HISTORY     - Date     Condition        Report By
 TU2563  HISTORY     - 1882     MONUMENTED       HIGS
 TU2563
 TU2563                          STATION DESCRIPTION
 TU2563
 TU2563'DESCRIBED BY HAWAII GEODETIC SURVEY 1882
 TU2563'ON THE WESTERN SIDE OF THE SUMMIT OF MOUNT HUALALAI, WESTERN PART
 TU2563'OF HAWAII.  MARKED BY A COPPER TRIANGLE UNDERGROUND, AND 3-INCH
 TU2563'PIPE SET VERTICALLY OVER SAME.  ALSO BY A LARGE STONE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2800 ***********************************************************************
 TU2800  DESIGNATION -  HUELO 1877
 TU2800  PID         -  TU2800
 TU2800  STATE/COUNTY-  HI/MAUI
 TU2800  USGS QUAD   -  HAIKU (1992)
 TU2800
 TU2800                         *CURRENT SURVEY CONTROL
 TU2800  ___________________________________________________________________
 TU2800* NAD 83(1993)-  20 54 43.64155(N)    156 13 08.71773(W)     ADJUSTED  
 TU2800* LOCAL TIDAL -       110.     (meters)     361.     (feet)  SCALED    
 TU2800  ___________________________________________________________________
 TU2800  EPOCH DATE  -        1993.62
 TU2800  LAPLACE CORR-          -8.41  (seconds)                    DEFLEC99
 TU2800  GEOID HEIGHT-          14.50  (meters)                     GEOID03
 TU2800
 TU2800  HORZ ORDER  -  THIRD
 TU2800
 TU2800.The horizontal coordinates were established by classical geodetic methods
 TU2800.and adjusted by the National Geodetic Survey in December 1998..
 TU2800.The horizontal coordinates are valid at the epoch date displayed above.
 TU2800.The epoch date for horizontal control is a decimal equivalence
 TU2800.of Year/Month/Day.
 TU2800
 TU2800.The orthometric height was scaled from a topographic map.
 TU2800
 TU2800.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2800
 TU2800.The geoid height was determined by GEOID03.
 TU2800
 TU2800;                    North         East     Units Scale Factor Converg.
 TU2800;SPC HI 2     -    64,141.798   546,560.893   MT  0.99999345   +0 09 35.1
 TU2800;UTM  04      - 2,314,929.132   789,270.901   MT  1.00063423   +0 59 35.9
 TU2800
 TU2800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2800!SPC HI 2     -   0.99998043  x   0.99999345  =   0.99997388
 TU2800!UTM  04      -   0.99998043  x   1.00063423  =   1.00061465
 TU2800
 TU2800:                Primary Azimuth Mark                     Grid Az
 TU2800:SPC HI 2     -  KAUALUA                                  202 35 16.9
 TU2800:UTM  04      -  KAUALUA                                  201 45 16.1
 TU2800
 TU2800|---------------------------------------------------------------------|
 TU2800| PID    Reference Object                     Distance      Geod. Az  |
 TU2800|                                                           dddmmss.s |
 TU2800| TU2801 KAUALUA                             APPROX. 2.2 KM 2024452.0 |
 TU2800| TU2948 KAPUAI RESET                        APPROX. 6.1 KM 2603513.2 |
 TU2800|---------------------------------------------------------------------|
 TU2800
 TU2800                          SUPERSEDED SURVEY CONTROL
 TU2800
 TU2800  NAD 83(1986)-  20 54 43.59901(N)    156 13 08.71919(W) AD(       ) 3
 TU2800  OLD HI      -  20 54 55.16200(N)    156 13 18.82300(W) AD(       ) 3
 TU2800
 TU2800.Superseded values are not recommended for survey control.
 TU2800.NGS no longer adjusts projects to the OLD HI datum.
 TU2800.See file dsdata.txt to determine how the superseded data were derived.
 TU2800
 TU2800_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ8927114929(NAD 83)
 TU2800
 TU2800  HISTORY     - Date     Condition        Report By
 TU2800  HISTORY     - 1877     MONUMENTED       HIGS
 TU2800  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2800
 TU2800                          STATION DESCRIPTION
 TU2800
 TU2800'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2800'ON NORTHERN COAST OF EAST MAUI, ON A BLUFF IN LAND OF SAME NAME,
 TU2800'IN HAMAKUALOA DISTRICT, NEAR THE SEA PALI.  MARKED BY A CONCRETE
 TU2800'POST, WHICH WAS REPORTED PLOWED UP IN 1880.
 TU2800
 TU2800                          STATION RECOVERY (1929)
 TU2800
 TU2800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2800'MARK FOUND--PIPE IN CONCRETE PIER 2 FEET ABOVE GROUND.
 TU2800'
 TU2800'NOTE--PRESENT MARK BUILT BY EAST MAUI IRRIGATION COMPANY, AND IS
 TU2800'KNOWN AS HUELO STATION.  NO INFORMATION AS TO WHETHER THE PRESENT
 TU2800'LOCATION IS THE SAME AS THE ORIGINAL.
 TU2800'
 TU2800'PRESENT DESCRIPTION--ABOUT ONE MILE MAKAI OF GOVT. ROAD AT HUELO
 TU2800'CHURCH AND SCHOOL.  THIRD CLASS ROAD LEAVES GOVT. ROAD 50 FEET
 TU2800'EAST OF SCHOOL AND FORKS EAST, 500 FEET S.E. OF CHURCH AND WINDS
 TU2800'THROUGH PINEAPPLE FIELDS PAST TWO FIELD HOUSES TO STATION.  CENTER
 TU2800'OF BLUFF RIDGE AND ABOUT 1500 FEET MAUKA OF SEA PALI.  3 FEET
 TU2800'MAUKA OF PINEAPPLE FIELD ROAD.  STANDARD BRONZE TABLET SET IN
 TU2800'CONCRETE PIER FLUSH WITH GROUND.  OVER WHICH WAS BUILT A TYPE A
 TU2800'HAWAII TERRITORY SURVEY TRIANGULATION STATION MONUMENT.
 TU2800'
 TU2800'NOTE--LOCATION VERIFIED BY E.M.I. ENGINEER AND FOUND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2799 ***********************************************************************
 TU2799  DESIGNATION -  HUELO 2 HITS 1950
 TU2799  PID         -  TU2799
 TU2799  STATE/COUNTY-  HI/MAUI
 TU2799  USGS QUAD   -  HAIKU (1992)
 TU2799
 TU2799                         *CURRENT SURVEY CONTROL
 TU2799  ___________________________________________________________________
 TU2799* NAD 83(1993)-  20 54 41.57140(N)    156 13 08.68781(W)     ADJUSTED  
 TU2799* LOCAL TIDAL -       111.2    (meters)     365.     (feet)  VERT ANG  
 TU2799  ___________________________________________________________________
 TU2799  EPOCH DATE  -        1993.62
 TU2799  LAPLACE CORR-          -8.41  (seconds)                    DEFLEC99
 TU2799  GEOID HEIGHT-          14.51  (meters)                     GEOID03
 TU2799
 TU2799  HORZ ORDER  -  FIRST
 TU2799
 TU2799.The horizontal coordinates were established by classical geodetic methods
 TU2799.and adjusted by the National Geodetic Survey in December 1998..
 TU2799.The horizontal coordinates are valid at the epoch date displayed above.
 TU2799.The epoch date for horizontal control is a decimal equivalence
 TU2799.of Year/Month/Day.
 TU2799
 TU2799.The orthometric height was determined by vertical angle observations.
 TU2799
 TU2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2799
 TU2799.The geoid height was determined by GEOID03.
 TU2799
 TU2799;                    North         East     Units Scale Factor Converg.
 TU2799;SPC HI 2     -    64,078.135   546,561.935   MT  0.99999345   +0 09 35.1
 TU2799;UTM  04      - 2,314,865.450   789,272.870   MT  1.00063424   +0 59 35.8
 TU2799
 TU2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2799!SPC HI 2     -   0.99998024  x   0.99999345  =   0.99997369
 TU2799!UTM  04      -   0.99998024  x   1.00063424  =   1.00061447
 TU2799
 TU2799:                Primary Azimuth Mark                     Grid Az
 TU2799:SPC HI 2     -  PUU KUKAI 1877                           140 03 03.2
 TU2799:UTM  04      -  PUU KUKAI 1877                           139 13 02.5
 TU2799
 TU2799|---------------------------------------------------------------------|
 TU2799| PID    Reference Object                     Distance      Geod. Az  |
 TU2799|                                                           dddmmss.s |
 TU2799| TU2798 PUU KUKAI 1877                      APPROX. 2.5 KM 1401238.3 |
 TU2799|---------------------------------------------------------------------|
 TU2799
 TU2799                          SUPERSEDED SURVEY CONTROL
 TU2799
 TU2799  NAD 83(1986)-  20 54 41.52903(N)    156 13 08.68908(W) AD(       ) 1
 TU2799  OLD HI      -  20 54 53.09500(N)    156 13 18.81000(W) AD(       ) 1
 TU2799
 TU2799.Superseded values are not recommended for survey control.
 TU2799.NGS no longer adjusts projects to the OLD HI datum.
 TU2799.See file dsdata.txt to determine how the superseded data were derived.
 TU2799
 TU2799_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ8927314865(NAD 83)
 TU2799_MARKER: Z = SEE DESCRIPTION
 TU2799_SETTING: 0 = UNSPECIFIED SETTING
 TU2799
 TU2799  HISTORY     - Date     Condition        Report By
 TU2799  HISTORY     - 1950     MONUMENTED       HITS
 TU2799  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2799  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2799
 TU2799                          STATION DESCRIPTION
 TU2799
 TU2799'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1950 (CTH)
 TU2799'LOCATED ON THE NORTHERN COAST OF EAST MAUI ON A BLUFF IN LAND OF
 TU2799'THE SAME NAME, IN THE MAKAWAU DISTRICT, ABOUT 7 MILES EAST OF
 TU2799'HAIKU, ABOUT 0.4 MILES EAST OF WAIPIO BAY AND ABOUT 0.1 MILES SOUTH
 TU2799'OF THE COAST.  A HAWAII TERRITORY SURVEY BRONZE DISK SET IN THE
 TU2799'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOT STAMPED.  A
 TU2799'HAWAII TERRITORY SURVEY TYPE A MONUMENT IS BUILT OVER THE
 TU2799'STATION.
 TU2799'
 TU2799'NO REFERENCE MARKS WERE SET.
 TU2799'
 TU2799'TO REACH FROM THE POST OFFICE AT HAIKU--GO EASTERLY ON HANA ROAD
 TU2799'FOR 9.9 MILES TO THE HUELO SCHOOL.  TURN LEFT AND GO EAST DOWN HILL
 TU2799'FOR 0.55 MILES, TURN LEFT AND GO NORTH FOR 0.5 MILES TO STATION.
 TU2799
 TU2799                          STATION RECOVERY (1961)
 TU2799
 TU2799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2799'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TU2799'AREA AROUND THE STATION IS PRESENTLY UNDER CULTIVATION IN
 TU2799'PINEAPPLES.
 TU2799'
 TU2799'THE DESCRIPTION AND THE DIRECTIONS FOR REACHING THE STATION ARE
 TU2799'ADEQUATE AND COMPLETE.
 TU2799
 TU2799                          STATION RECOVERY (1968)
 TU2799
 TU2799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2799'STATION WAS RECOVERED IN GOOD CONDITION.  NO REFERENCE MARKS WERE
 TU2799'SET.  LOCATED ABOUT 7 MILES EAST OF HAIKU AND 1/2-MILE NORTHEAST OF
 TU2799'THE OLD CHURCHES AT HUELO, ON HUELO POINT ON AN OPEN, FLAT PASTURE
 TU2799'AREA ABOUT 365 FEET ABOVE SEA LEVEL.
 TU2799'
 TU2799'TO REACH STATION FROM THE MAIN INTERSECTION IN PAIA, GO EAST ON
 TU2799'STATE HIGHWAY 36 FOR 13.6 MILES TO HUELO CHURCH SIGN.  TAKE LEFT
 TU2799'FORK AND GO DOWNHILL ON GRAVEL ROAD FOR 0.5 MILE TO CROSSROAD.
 TU2799'TURN LEFT AND GO 0.1 MILE TO WIRE GATE.  PASS THROUGH GATE AND
 TU2799'CONTINUE AHEAD FOR 0.25 MILE TO FENCE CORNER ON RIGHT.  CONTINUE
 TU2799'AHEAD ON TRACK ROAD FOR 0.1 MILE, THEN GO RIGHT, ACROSS
 TU2799'PASTURE, FOR 0.05 MILE TO STATION.
 TU2799'
 TU2799'STATION MARK IS AN HTS DISK, UNSTAMPED, SET IN THE TOP OF A
 TU2799'12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES FROM
 TU2799'GROUND.  A TYPE A SIGNAL IS CENTERED OVER THE MARK, WITH THE
 TU2799'6-FOOT-SQUARE, CONCRETE PLATFORM 3-1/2 FEET ABOVE GROUND.  A RED
 TU2799'AND WHITE METAL TARGET EXTENDS 8 FEET ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3133 ***********************************************************************
 TU3133  DESIGNATION -  HUMP
 TU3133  PID         -  TU3133
 TU3133  STATE/COUNTY-  HI/MAUI
 TU3133  USGS QUAD   -  
 TU3133
 TU3133                         *CURRENT SURVEY CONTROL
 TU3133  ___________________________________________________________________
 TU3133* NAD 83(1993)-  20 31 47.09927(N)    156 32 03.74466(W)     ADJUSTED  
 TU3133* LOCAL TIDAL -                                                        
 TU3133  ___________________________________________________________________
 TU3133  EPOCH DATE  -        1993.62
 TU3133  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 TU3133  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU3133
 TU3133  HORZ ORDER  -  THIRD
 TU3133
 TU3133.The horizontal coordinates were established by classical geodetic methods
 TU3133.and adjusted by the National Geodetic Survey in December 1998..
 TU3133.The horizontal coordinates are valid at the epoch date displayed above.
 TU3133.The epoch date for horizontal control is a decimal equivalence
 TU3133.of Year/Month/Day.
 TU3133
 TU3133
 TU3133.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3133
 TU3133.The geoid height was determined by GEOID03.
 TU3133
 TU3133;                    North         East     Units Scale Factor Converg.
 TU3133;SPC HI 2     -    21,750.073   513,796.740   MT  0.99996902   +0 02 47.0
 TU3133;UTM  04      - 2,272,046.065   757,103.877   MT  1.00041702   +0 51 54.6
 TU3133
 TU3133                          SUPERSEDED SURVEY CONTROL
 TU3133
 TU3133  NAD 83(1986)-  20 31 47.08336(N)    156 32 03.72995(W) AD(       ) 4
 TU3133  OLD HI      -  20 31 58.51000(N)    156 32 13.84000(W) AD(       ) 3
 TU3133
 TU3133.Superseded values are not recommended for survey control.
 TU3133.NGS no longer adjusts projects to the OLD HI datum.
 TU3133.See file dsdata.txt to determine how the superseded data were derived.
 TU3133
 TU3133_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5710472046(NAD 83)
 TU3133
 TU3133  HISTORY     - Date     Condition        Report By
 TU3133  HISTORY     - UNK      MONUMENTED
 TU3133  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU3133
 TU3133                          STATION DESCRIPTION
 TU3133
 TU3133'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3133'IT IS THE E MOST ONE OF TWO SMALL, SHARP, PROMINENT HILLS ON THE
 TU3133'HIGH PART OF HALONA POINT, ON THE E SIDE OF KAHOOLAWE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2638 ***********************************************************************
 TU2638  DESIGNATION -  HUMUULA 1877
 TU2638  PID         -  TU2638
 TU2638  STATE/COUNTY-  HI/HAWAII
 TU2638  USGS QUAD   -  KUKAIAU (1982)
 TU2638
 TU2638                         *CURRENT SURVEY CONTROL
 TU2638  ___________________________________________________________________
 TU2638* NAD 83(1993)-  19 59 54.52432(N)    155 16 37.99682(W)     ADJUSTED  
 TU2638* LOCAL TIDAL -       330.9    (meters)    1086.     (feet)  VERT ANG  
 TU2638  ___________________________________________________________________
 TU2638  EPOCH DATE  -        1993.62
 TU2638  LAPLACE CORR-         -17.60  (seconds)                    DEFLEC99
 TU2638  GEOID HEIGHT-          19.14  (meters)                     GEOID03
 TU2638
 TU2638  HORZ ORDER  -  SECOND
 TU2638
 TU2638.The horizontal coordinates were established by classical geodetic methods
 TU2638.and adjusted by the National Geodetic Survey in December 1998..
 TU2638.The horizontal coordinates are valid at the epoch date displayed above.
 TU2638.The epoch date for horizontal control is a decimal equivalence
 TU2638.of Year/Month/Day.
 TU2638
 TU2638.The orthometric height was determined by vertical angle observations.
 TU2638
 TU2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2638
 TU2638.The geoid height was determined by GEOID03.
 TU2638
 TU2638;                    North         East     Units Scale Factor Converg.
 TU2638;SPC HI 1     -   128,989.465   523,312.630   MT  0.99997338   +0 04 34.3
 TU2638;UTM  05      - 2,212,932.875   261,740.071   MT  1.00030169   -0 46 45.0
 TU2638
 TU2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2638!SPC HI 1     -   0.99994498  x   0.99997338  =   0.99991836
 TU2638!UTM  05      -   0.99994498  x   1.00030169  =   1.00024665
 TU2638
 TU2638:                Primary Azimuth Mark                     Grid Az
 TU2638:SPC HI 1     -  KAHOLO 1877                              299 38 15.6
 TU2638:UTM  05      -  KAHOLO 1877                              300 29 34.9
 TU2638
 TU2638|---------------------------------------------------------------------|
 TU2638| PID    Reference Object                     Distance      Geod. Az  |
 TU2638|                                                           dddmmss.s |
 TU2638| TU2640 KAHOLO 1877                         APPROX. 3.5 KM 2994249.9 |
 TU2638|---------------------------------------------------------------------|
 TU2638
 TU2638                          SUPERSEDED SURVEY CONTROL
 TU2638
 TU2638  NAD 83(1986)-  19 59 54.50207(N)    155 16 37.99824(W) AD(       ) 2
 TU2638  OLD HI      -  20 00 05.51500(N)    155 16 47.98100(W) AD(       ) 2
 TU2638
 TU2638.Superseded values are not recommended for survey control.
 TU2638.NGS no longer adjusts projects to the OLD HI datum.
 TU2638.See file dsdata.txt to determine how the superseded data were derived.
 TU2638
 TU2638_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6174012933(NAD 83)
 TU2638
 TU2638  HISTORY     - Date     Condition        Report By
 TU2638  HISTORY     - 1877     MONUMENTED       COASUR
 TU2638  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2638  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2638  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2638  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2638
 TU2638                          STATION DESCRIPTION
 TU2638
 TU2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2638'ON NORTHEAST COAST OF HAWAII, IN EAST HAMAKUA, LAND OF HUMUULA, ON
 TU2638'THE NORTHWEST SIDE OF KAAWALII GULCH, ABOUT 1,350 METERS ABOVE THE
 TU2638'GOVERNMENT ROAD, ON A CONSPICUOUS ROUND-TOPPED, CANE-COVERED HILL
 TU2638'CALLED PUU LANAI.  IT APPEARS TO BE THE HIGHEST POINT ON THE
 TU2638'NORTHWEST SIDE OF GULCH WHEN VIEWED FROM THE CLIFF EDGE OR
 TU2638'ROAD.  IT IS REACHED BY FOLLOWING ONE OF THE TRAILS LEADING FROM
 TU2638'THE GOVERNMENT ROAD UP THE HILL ON THE NORTHWEST SIDE OF THE
 TU2638'GULCH.  MARKED BY A COPPER TRIANGLE UNDERGROUND, OVER WHICH IS
 TU2638'A CONCRETE POST 1 FOOT IN DIAMETER WITH A COPPER PLATE OF THE
 TU2638'UNITED STATES GEOLOGICAL SURVEY IN TOP.
 TU2638
 TU2638                          STATION RECOVERY (1929)
 TU2638
 TU2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CLM)
 TU2638'THE MARK FOUND AT THIS STATION WAS A U.S.G.S. BRONZE TABLET SET IN
 TU2638'CONCRETE ON THE TOP OF CYLINDRICAL CONCRETE BLOCK SET FIRMLY IN THE
 TU2638'GROUND AND MARKED ON THE TOP WITH THE LETTERS A.B.L.  THIS STATION
 TU2638'HAS BEEN REMONUMENTED WITH A TYPE B-1 CONCRETE MONUMENT BY
 TU2638'CHAS. L. MURRAY OF THE HAWAII TERRITORY SURVEY IN
 TU2638'SEPT., 1930.  HUMUULA TRIG IS SITUATED ON THE NORTHEAST COAST OF
 TU2638'HAWAII, NORTH HILO, LAND OF HUMUULA, ON THE NORTHWEST SIDE OF
 TU2638'KAWALII GULCH, ABOUT 4000 FEET ABOVE THE MAIN GOVERNMENT ROAD,
 TU2638'ON A CONSPICUOUS ROUND-TOPPED HILL COVERED WITH CANE AND CALLED
 TU2638'PUU LANAI.  IT APPEARS TO BE THE HIGHEST HILL ON THE NORTHWEST
 TU2638'SIDE OF KAWALII GULCH.  THE BEST APPROACH TO THIS STATION IS
 TU2638'ALONG A PLANTATION ROAD ABOUT 1/3 MILE EAST OF OOKALA VILLAGE.
 TU2638'THIS ROAD GOES UP ALONG THE WEST SIDE OF A SMALL GULCH ABOUT
 TU2638'1/3 MILE CROSSING IT AND GOING ALONG THE EAST SIDE ANOTHER
 TU2638'1/3 MILE AND THEN TURNS TO THE LEFT (EAST) REACHING A GULCH
 TU2638'AT ABOUT 2000 FEET.  CROSS THE GULCH AND FOLLOW UP THE EAST
 TU2638'SIDE OF THIS GULCH ALONG A PLANTATION TRAIL ABOUT 1/3 OF A MILE
 TU2638'TO A POINT OPPOSITE THE HIGH HILL UPON WHICH THE STATION IS
 TU2638'SITUATED.  ASCEND THE HILL ALONG ONE OF THE CANE FURROWS.
 TU2638
 TU2638                          STATION RECOVERY (1949)
 TU2638
 TU2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2638'LOCATED ON THE NORTHEAST COAST OF HAWAII, IN NORTH HILO DISTRICT,
 TU2638'LAND OF HUMUULA, ON THE NORTHWEST SIDE OF KAAWALII GULCH, ABOUT
 TU2638'1,350 METERS ABOVE THE GOVERNMENT ROAD, ON A CONSPICUOUS ROUND
 TU2638'TOPPED, CANE COVERED HILL CALLED PUU LANAI.  IT APPEARS TO BE THE
 TU2638'HIGHEST POINT ON THE NORTHWEST SIDE OF THE GULCH WHEN VIEWED FROM
 TU2638'THE CLIFF EDGE OR ROAD.
 TU2638'
 TU2638'THE ORIGINAL STATION WAS MARKED BY THE HAWAIIAN GOVERNMENT
 TU2638'SURVEY.  IN 1911 THE STATION WAS RECOVERED BY W.H. BARRINGER AND
 TU2638'REMARKED BY A BRONZE GEOLOGICAL SURVEY TABLET CENTERED OVER OLD
 TU2638'MARK, IN TOP OF CONCRETE POST ONE FOOT IN DIAMETER.  OLD MARK IS A
 TU2638'BURIED COPPER TRIANGLE.  IN 1938 THE HAWAII TERRITORY SURVEY
 TU2638'PLACED A TYPE B MONUMENT OVER THE STATION.  A SIX FOOT SQUARE
 TU2638'CONCRETE PLATFORM PROJECTING ONE FOOT ABOVE THE GROUND.  A TWO
 TU2638'INCH PIPE WITH A METAL TARGET IS CENTERED OVER THE MARK.  THE
 TU2638'CENTER OF THIS PIPE WAS USED AS THE STATION.
 TU2638'
 TU2638'FROM THE POST OFFICE AT HILO--GO NORTH ON THE COAST HIGHWAY FOR
 TU2638'26.5 MILES TO THE LAUPAHOEHOE POST OFFICE.  CONTINUE AHEAD ON MAIN
 TU2638'HIGHWAY FOR 5.6 MILES.  HERE TURN LEFT ON PAVED CANE ROAD AND GO
 TU2638'SOUTHERLY FOR 0.6 MILE, TAKE LEFT FORK AND GO 0.9 MILE, TURN RIGHT
 TU2638'ON ROAD UP HILL AND ON LEFT SIDE OF A WASH AND GO 0.5 MILE AND
 TU2638'BEAR LEFT TO ETT.  PACK EAST, TOWARD OCEAN, DOWN LEVEL TOPPED
 TU2638'RIDGE THROUGH A CANE FIELD FOR ABOUT 350 FEET TO STATION.
 TU2638
 TU2638                          STATION RECOVERY (1966)
 TU2638
 TU2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2638'STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NOW A TALL
 TU2638'MICROWAVE RELAY TOWER ON THE HILL NEAR THE STATION.  A COMPLETE
 TU2638'DESCRIPTION FOLLOWS--
 TU2638'
 TU2638'STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH-SOUTHEAST OF OOKALA AND
 TU2638'3/4-MILE SOUTH-SOUTHWEST OF STATE HIGHWAY 19, ON A ROUNDED HILL IN
 TU2638'CANE FIELDS ON SOUTHEAST SIDE OF KAOHAOHA GULCH, AT ABOUT 1086 FEET
 TU2638'ELEVATION.
 TU2638'
 TU2638'TO REACH STATION FROM THE POST OFFICE IN LAUPAHOEHOE, GO NORTHWEST
 TU2638'FOR 0.1 MILE.  TURN LEFT AND CONTINUE NORTHWEST, ON STATE HIGHWAY
 TU2638'19, FOR 4.2 MILES TO FORK AT OOKALA.  CONTINUE AHEAD ON THE
 TU2638'HIGHWAY FOR 0.55 MILE TO DIAGONAL, PAVED CROSSROAD AT POWER POLE
 TU2638'NO. 86.  TURN LEFT AND GO 0.3 MILE TO CROSSROAD.  TURN LEFT,
 TU2638'THROUGH LONG CUT, AND GO 0.15 MILE TO LANDING STRIP.  CONTINUE
 TU2638'AHEAD, ALONG LANDING STRIP, FOR 0.3 MILE TO SIDE ROAD RIGHT, 25
 TU2638'YARDS BEYOND END OF THE STRIP AND ON SOUTHEAST SIDE OF GULCH.
 TU2638'TURN RIGHT AND GO UP STEEP CANE ROAD ALONG LEFT SIDE OF GULCH FOR
 TU2638'0.5 MILE TO DIAGONAL CROSSROAD.  TURN LEFT AND GO NORTHEAST, DOWN
 TU2638'SLIGHT GRADE, FOR 0.1 MILE TO MICRO-WAVE TOWER ON RIGHT.
 TU2638'CONTINUE AHEAD ON CANE ROAD FOR 135 FEET TO STATION ON LEFT IN
 TU2638'CANE FIELD.
 TU2638'
 TU2638'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, FAINTLY STAMPED
 TU2638'1085, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT ABOUT
 TU2638'1-1/2 FEET ABOVE FIELD LEVEL.  A TYPE B-1 SIGNAL IS CENTERED OVER
 TU2638'THE MARK, WITH THE 6-FOOT-SQUARE, CONCRETE PLATFORM EXTENDING 2
 TU2638'FEET ABOVE GROUND.  THE STATION MARK IS AT THE BOTTOM OF A
 TU2638'RECTANGULAR DEPRESSION 8 X 30 INCHES AND ABOUT 8 INCHES DEEP.
 TU2638'IT IS 18 FEET NORTHWEST OF CENTER LINE OF CANE ROAD, 135 FEET
 TU2638'NORTH-NORTHEAST OF THE MICRO-WAVE TOWER, AND 49 FEET NORTHEAST OF
 TU2638'THE NORTH 1 OF 2 60-FOOT-TALL, WOODEN, ANTENNA POLES WITH A
 TU2638'TRANSFORMER POLE BETWEEN THEM AND AN 8-FOOT-SQUARE, GREEN, METAL
 TU2638'SHACK BY THEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2946 ***********************************************************************
 TU2946  DESIGNATION -  HUNT
 TU2946  PID         -  TU2946
 TU2946  STATE/COUNTY-  HI/MAUI
 TU2946  USGS QUAD   -  MAKENA (1995)
 TU2946
 TU2946                         *CURRENT SURVEY CONTROL
 TU2946  ___________________________________________________________________
 TU2946* NAD 83(1993)-  20 40 43.49200(N)    156 26 39.05923(W)     ADJUSTED  
 TU2946* LOCAL TIDAL -                                                        
 TU2946  ___________________________________________________________________
 TU2946  EPOCH DATE  -        1993.62
 TU2946  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 TU2946  GEOID HEIGHT-          16.65  (meters)                     GEOID03
 TU2946
 TU2946  HORZ ORDER  -  THIRD
 TU2946
 TU2946.The horizontal coordinates were established by classical geodetic methods
 TU2946.and adjusted by the National Geodetic Survey in December 1998..
 TU2946.The horizontal coordinates are valid at the epoch date displayed above.
 TU2946.The epoch date for horizontal control is a decimal equivalence
 TU2946.of Year/Month/Day.
 TU2946
 TU2946
 TU2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2946
 TU2946.The geoid height was determined by GEOID03.
 TU2946
 TU2946;                    North         East     Units Scale Factor Converg.
 TU2946;SPC HI 2     -    38,255.683   523,180.108   MT  0.99997330   +0 04 42.8
 TU2946;UTM  04      - 2,288,692.444   766,253.944   MT  1.00047620   +0 54 11.0
 TU2946
 TU2946                          SUPERSEDED SURVEY CONTROL
 TU2946
 TU2946  NAD 83(1986)-  20 40 43.46425(N)    156 26 39.04928(W) AD(       ) 4
 TU2946  OLD HI      -  20 40 54.89000(N)    156 26 49.22000(W) AD(       ) 3
 TU2946
 TU2946.Superseded values are not recommended for survey control.
 TU2946.NGS no longer adjusts projects to the OLD HI datum.
 TU2946.See file dsdata.txt to determine how the superseded data were derived.
 TU2946
 TU2946_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6625488692(NAD 83)
 TU2946
 TU2946  HISTORY     - Date     Condition        Report By
 TU2946  HISTORY     - 1904     MONUMENTED       CGS
 TU2946  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU2946
 TU2946                          STATION DESCRIPTION
 TU2946
 TU2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU2946'ON WESTERN SHORE OF MAUI, ABOUT 20 METERS FROM SHORE LINE AT A
 TU2946'POINT OF A RIDGE WHICH EXTENDS TO THE WATER ABOUT 1-1/2 MILES
 TU2946'NORTH OF MAKENA BAY.  MARKED BY A 3 BY 4 INCH SIGNAL POLE WITH
 TU2946'ROCKS PILED AROUND ITS BASE.  IN 1905 THIS WAS DETERMINED AS A
 TU2946'NO CHECK POINT, AND WAS REPORTED TO BE IDENTICAL WITH HAWAIIAN
 TU2946'GOVERNMENT SURVEY STATION WAILEA.  THE OLD SIGNAL BEING FOUND
 TU2946'STANDING.  THE OLD POSITION WAS ALSO A NO CHECK DETERMINATION,
 TU2946'AND THE TWO POSITIONS DIFFER CONSIDERABLY.
 TU2946
 TU2946                          STATION RECOVERY (1931)
 TU2946
 TU2946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU2946'A 3 X 4 IN SIGNAL POLE WITH ROCKS PILED AROUND THE BASE WAS
 TU2946'FOUND WHICH EVIDENTLY MARKED THE OLD STATION.  NO NEW PERMANENT
 TU2946'MARKS WERE PLACED OVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0741 ***********************************************************************
 TU0741  DESIGNATION -  HVAR LAUNCHER 324307
 TU0741  PID         -  TU0741
 TU0741  STATE/COUNTY-  HI/KAUAI
 TU0741  USGS QUAD   -  KEKAHA (1983)
 TU0741
 TU0741                         *CURRENT SURVEY CONTROL
 TU0741  ___________________________________________________________________
 TU0741* NAD 83(1986)-  22 02 37.     (N)    159 47 04.     (W)     SCALED    
 TU0741* LOCAL TIDAL -         5.219  (meters)      17.12   (feet)  ADJ UNCH  
 TU0741  ___________________________________________________________________
 TU0741  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0741
 TU0741  VERT ORDER  -  SECOND    CLASS 0
 TU0741
 TU0741.The horizontal coordinates were scaled from a topographic map and have
 TU0741.an estimated accuracy of +/- 6 seconds.
 TU0741
 TU0741.The orthometric height was key entered from printed documents
 TU0741.and not key verified.
 TU0741
 TU0741.The geoid height was determined by GEOID03.
 TU0741
 TU0741;                    North         East    Units  Estimated Accuracy
 TU0741;SPC HI 4     -    23,310.      470,640.      MT  (+/- 180 meters Scaled)
 TU0741
 TU0741                          SUPERSEDED SURVEY CONTROL
 TU0741
 TU0741.No superseded survey control is available for this station.
 TU0741
 TU0741_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190378(NAD 83)
 TU0741_MARKER: Z = SEE DESCRIPTION
 TU0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0741+STABILITY: SURFACE MOTION
 TU0741
 TU0741  HISTORY     - Date     Condition        Report By
 TU0741  HISTORY     - UNK      MONUMENTED       CGS
 TU0741  HISTORY     - 1965     GOOD             NGS
 TU0741
 TU0741                          STATION DESCRIPTION
 TU0741
 TU0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0741'IN BONHAM ALF.
 TU0741'0.4 MILE WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE SENTRY POST AT
 TU0741'THE MAIN GATE OF BONHAM AUXILIARY LANDING FIELD, THENCE 0.5 MILE
 TU0741'NORTHEASTERLY ALONG AN ABANDONED TAXIWAY, THENCE 0.3 MILE NORTHERLY
 TU0741'ACROSS THE RUNWAY, ABOUT 100 YARDS SOUTH OF THE NORTH END OF AN OLD
 TU0741'AIRCRAFT PARKING AREA AND 4 FEET EAST OF THE WEST EDGE OF THE ASPHALT
 TU0741'PAVEMENT.  THE LAUNCHER IS A SMALL YELLOW-PAINTED STEEL STRUCTURE
 TU0741'CONSISTING OF TWO PARALLEL STEEL RAILS MOUNTED ON THE TOP OF A STEEL
 TU0741'POST ABOUT 4 FEET TALL.  AN ELEVATION WAS ESTABLISHED ON THE CENTER OF
 TU0741'A STEEL PIN UPON WHICH THE TWO PARALLEL STEEL RAILS HINGE VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2394 ***********************************************************************
 TU2394  DESIGNATION -  HVO 113
 TU2394  PID         -  TU2394
 TU2394  STATE/COUNTY-  HI/HAWAII
 TU2394  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2394
 TU2394                         *CURRENT SURVEY CONTROL
 TU2394  ___________________________________________________________________
 TU2394* NAD 83(1993)-  19 25 15.95497(N)    155 17 12.40222(W)     ADJUSTED  
 TU2394* LOCAL TIDAL -      1247.     (meters)    4091.     (feet)  SCALED    
 TU2394  ___________________________________________________________________
 TU2394  EPOCH DATE  -        1993.62
 TU2394  LAPLACE CORR-         -13.31  (seconds)                    DEFLEC99
 TU2394  GEOID HEIGHT-          22.99  (meters)                     GEOID03
 TU2394
 TU2394  HORZ ORDER  -  FIRST
 TU2394
 TU2394.The horizontal coordinates were established by classical geodetic methods
 TU2394.and adjusted by the National Geodetic Survey in December 1998..
 TU2394.The horizontal coordinates are valid at the epoch date displayed above.
 TU2394.The epoch date for horizontal control is a decimal equivalence
 TU2394.of Year/Month/Day.
 TU2394
 TU2394.The orthometric height was scaled from a topographic map.
 TU2394
 TU2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2394
 TU2394.The geoid height was determined by GEOID03.
 TU2394
 TU2394;                    North         East     Units Scale Factor Converg.
 TU2394;SPC HI 1     -    65,073.541   522,392.747   MT  0.99997286   +0 04 15.2
 TU2394;UTM  05      - 2,149,016.071   259,878.735   MT  1.00031276   -0 45 38.7
 TU2394
 TU2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2394!SPC HI 1     -   0.99980040  x   0.99997286  =   0.99977327
 TU2394!UTM  05      -   0.99980040  x   1.00031276  =   1.00011310
 TU2394
 TU2394                          SUPERSEDED SURVEY CONTROL
 TU2394
 TU2394  NAD 83(1986)-  19 25 15.93298(N)    155 17 12.43994(W) AD(       ) 1
 TU2394  OLD HI      -  19 25 26.81888(N)    155 17 22.43817(W) AD(       ) 1
 TU2394
 TU2394.Superseded values are not recommended for survey control.
 TU2394.NGS no longer adjusts projects to the OLD HI datum.
 TU2394.See file dsdata.txt to determine how the superseded data were derived.
 TU2394
 TU2394_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5987949016(NAD 83)
 TU2394
 TU2394  HISTORY     - Date     Condition        Report By
 TU2394  HISTORY     - 1977     MONUMENTED       USGS
 TU2394
 TU2394                          STATION DESCRIPTION
 TU2394
 TU2394'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 TU2394'SEE STATION UWEKAHUNA (HGS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2393 ***********************************************************************
 TU2393  DESIGNATION -  HVO 119
 TU2393  PID         -  TU2393
 TU2393  STATE/COUNTY-  HI/HAWAII
 TU2393  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2393
 TU2393                         *CURRENT SURVEY CONTROL
 TU2393  ___________________________________________________________________
 TU2393* NAD 83(1993)-  19 23 34.53379(N)    155 17 29.13374(W)     ADJUSTED  
 TU2393* LOCAL TIDAL -      1127.0    (meters)    3697.     (feet)  GPS OBS   
 TU2393  ___________________________________________________________________
 TU2393  EPOCH DATE  -        1993.62
 TU2393  X           -  -5,468,452.924 (meters)                     COMP
 TU2393  Y           -  -2,516,198.830 (meters)                     COMP
 TU2393  Z           -   2,104,807.448 (meters)                     COMP
 TU2393  LAPLACE CORR-         -12.58  (seconds)                    DEFLEC99
 TU2393  ELLIP HEIGHT-        1149.82  (meters)          (11/30/94) GPS OBS
 TU2393  GEOID HEIGHT-          22.61  (meters)                     GEOID03
 TU2393
 TU2393  HORZ ORDER  -  FIRST
 TU2393  ELLP ORDER  -  FIFTH     CLASS I
 TU2393
 TU2393.The horizontal coordinates were established by GPS observations
 TU2393.and adjusted by the National Geodetic Survey in November 1994..
 TU2393.The horizontal coordinates are valid at the epoch date displayed above.
 TU2393.The epoch date for horizontal control is a decimal equivalence
 TU2393.of Year/Month/Day.
 TU2393
 TU2393.The orthometric height was determined by GPS observations and a
 TU2393.high-resolution geoid model.
 TU2393
 TU2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU2393
 TU2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2393
 TU2393.The ellipsoidal height was determined by GPS observations
 TU2393.and is referenced to NAD 83.
 TU2393
 TU2393.The geoid height was determined by GEOID03.
 TU2393
 TU2393;                    North         East     Units Scale Factor Converg.
 TU2393;SPC HI 1     -    61,954.415   521,908.418   MT  0.99997260   +0 04 09.3
 TU2393;UTM  05      - 2,145,903.235   259,349.034   MT  1.00031591   -0 45 40.4
 TU2393
 TU2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2393!SPC HI 1     -   0.99981928  x   0.99997260  =   0.99979189
 TU2393!UTM  05      -   0.99981928  x   1.00031591  =   1.00013514
 TU2393
 TU2393:                Primary Azimuth Mark                     Grid Az
 TU2393:SPC HI 1     -  4088                                     008 51 24.2
 TU2393:UTM  05      -  4088                                     009 41 13.9
 TU2393
 TU2393|---------------------------------------------------------------------|
 TU2393| PID    Reference Object                     Distance      Geod. Az  |
 TU2393|                                                           dddmmss.s |
 TU2393| TU2382 4088                                APPROX. 3.2 KM 0085533.5 |
 TU2393| CN5239 HVO 119 RM 1                          9.126 METERS 12955     |
 TU2393| TU2392 SAND HILL                             1.163 METERS 26710     |
 TU2393| CN5240 HVO 119 RM 2                         10.280 METERS 35634     |
 TU2393|---------------------------------------------------------------------|
 TU2393
 TU2393                          SUPERSEDED SURVEY CONTROL
 TU2393
 TU2393  NAD 83(1986)-  19 23 34.51784(N)    155 17 29.17071(W) AD(       ) 2
 TU2393  OLD HI      -  19 23 45.39078(N)    155 17 39.17277(W) AD(       ) 2
 TU2393
 TU2393.Superseded values are not recommended for survey control.
 TU2393.NGS no longer adjusts projects to the OLD HI datum.
 TU2393.See file dsdata.txt to determine how the superseded data were derived.
 TU2393
 TU2393_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5934945903(NAD 83)
 TU2393_MARKER: Z = SEE DESCRIPTION
 TU2393_SETTING: 0 = UNSPECIFIED SETTING
 TU2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2393+SATELLITE: SATELLITE OBSERVATIONS - 1977
 TU2393
 TU2393  HISTORY     - Date     Condition        Report By
 TU2393  HISTORY     - 1977     MONUMENTED       USGS
 TU2393
 TU2393                          STATION DESCRIPTION
 TU2393
 TU2393'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LAC)
 TU2393'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE NATIONAL
 TU2393'VOLCANO OBSERVATORY, 1/2 MILE SOUTH OF THE SOUTH RIM OF THE
 TU2393'KILAUEA CRATER AND ON PROPERTY OWNED BY THE HAWAII VOLCANOES
 TU2393'NATIONAL PARK.
 TU2393'
 TU2393'TO REACH THE STATION FROM THE ENTRANCE TO THE NATIONAL VOLCANO
 TU2393'OBSERVATORY (WHICH IS ON THE WEST RIM OF KILAUEA CRATER), GO
 TU2393'SOUTH AND EAST ON A SURFACED ROAD FOR 2.05 MILES TO A TRACK ROAD
 TU2393'RIGHT AT A HIGHWAY CURVE SIGN.  TURN RIGHT AND GO SOUTH-SOUTHWEST
 TU2393'ON THE TRACK ROAD FOR ABOUT 200 FEET TO THE TOP OF A LOW RIDGE
 TU2393'AND A ROCK CAIRN ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON A
 TU2393'TRACK ROAD FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND
 TU2393'CONTINUE SOUTHEAST ON THE TRACK ROAD FOR 0.25 MILE TO A
 TU2393'TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON THE
 TU2393'TRACK ROAD FOR 0.05 MILE TO THE TOP OF A CINDER RIDGE AND STATION
 TU2393'AS DESCRIBED.
 TU2393'
 TU2393'STATION MARK, STAMPED HVO 119, IS A USGS BENCH MARK DISK SET
 TU2393'IN AN IRREGULAR MASS OF CONCRETE ABOUT 2 BY 3 FEET IN SIZE AND
 TU2393'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 5 FEET
 TU2393'NORTHEAST OF A ROCK CAIRN AND A METAL POST DRIVEN INTO THE
 TU2393'GROUND.  (NOTE DESC.)
 TU2393'
 TU2393'REFERENCE MARK 1, STAMPED HVO 119 NO 1 1977, IS A NGS REFERENCE
 TU2393'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH HAS AN
 TU2393'EXPOSED SURFACE ABOUT 12 BY 14 INCHES AND IS FLUSH WITH THE GROUND
 TU2393'SURFACE.  IT IS 32.5 FEET EAST-SOUTHEAST OF THE ROCK CAIRN AND
 TU2393'METAL POST.  (NOTE 12C)
 TU2393'
 TU2393'REFERENCE MARK 2, STAMPED HVO 119 NO 2 1977, IS A NGS REFERENCE
 TU2393'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH HAS AN
 TU2393'EXPOSED SURFACE ABOUT 14 BY 18 INCHES AND PROJECTS ABOUT 2
 TU2393'INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET NORTH OF THE ROCK
 TU2393'CAIRN AND METAL POST.  (NOTE 12C)
 TU2393'
 TU2393'SAND HILL, STAMPED HAWAII SAND HILL, IS A USGS BENCH MARK DISK
 TU2393'SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 1 FOOT IN
 TU2393'DIAMETER AND ABOUT 3 INCHES BELOW THE GROUND SURFACE.  IT IS
 TU2393'2 FEET NORTH OF THE ROCK CAIRN AND METAL POST.  (NOTE DESC.)
 TU2393'
 TU2393'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2393'
 TU2393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2393'2 MILES SOUTH OF THE NATIONAL VOLCANO OBSERVATORY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2413 ***********************************************************************
 TU2413  DESIGNATION -  HVO 128 USGS 1977
 TU2413  PID         -  TU2413
 TU2413  STATE/COUNTY-  HI/HAWAII
 TU2413  USGS QUAD   -  KAU DESERT (1995)
 TU2413
 TU2413                         *CURRENT SURVEY CONTROL
 TU2413  ___________________________________________________________________
 TU2413* NAD 83(1993)-  19 18 03.52729(N)    155 22 16.52285(W)     ADJUSTED  
 TU2413* LOCAL TIDAL -       803.4    (meters)    2636.     (feet)  VERT ANG  
 TU2413  ___________________________________________________________________
 TU2413  EPOCH DATE  -        1993.62
 TU2413  LAPLACE CORR-         -11.49  (seconds)                    DEFLEC99
 TU2413  GEOID HEIGHT-          21.82  (meters)                     GEOID03
 TU2413
 TU2413  HORZ ORDER  -  FIRST
 TU2413
 TU2413.The horizontal coordinates were established by classical geodetic methods
 TU2413.and adjusted by the National Geodetic Survey in December 1998..
 TU2413.The horizontal coordinates are valid at the epoch date displayed above.
 TU2413.The epoch date for horizontal control is a decimal equivalence
 TU2413.of Year/Month/Day.
 TU2413
 TU2413.The orthometric height was determined by vertical angle observations.
 TU2413
 TU2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2413
 TU2413.The geoid height was determined by GEOID03.
 TU2413
 TU2413;                    North         East     Units Scale Factor Converg.
 TU2413;SPC HI 1     -    51,768.433   513,530.677   MT  0.99996893   +0 02 33.2
 TU2413;UTM  05      - 2,135,835.739   250,821.704   MT  1.00036756   -0 47 03.0
 TU2413
 TU2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2413!SPC HI 1     -   0.99987029  x   0.99996893  =   0.99983923
 TU2413!UTM  05      -   0.99987029  x   1.00036756  =   1.00023781
 TU2413
 TU2413                          SUPERSEDED SURVEY CONTROL
 TU2413
 TU2413  NAD 83(1986)-  19 18 03.50707(N)    155 22 16.56010(W) AD(       ) 1
 TU2413  OLD HI      -  19 18 14.37037(N)    155 22 26.57140(W) AD(       ) 1
 TU2413
 TU2413.Superseded values are not recommended for survey control.
 TU2413.NGS no longer adjusts projects to the OLD HI datum.
 TU2413.See file dsdata.txt to determine how the superseded data were derived.
 TU2413
 TU2413_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5082235836(NAD 83)
 TU2413
 TU2413  HISTORY     - Date     Condition        Report By
 TU2413  HISTORY     - 1977     MONUMENTED       USGS
 TU2413
 TU2413                          STATION DESCRIPTION
 TU2413
 TU2413'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 TU2413'SEE STATION KAMAKAIA (HTS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2340 ***********************************************************************
 TU2340  DESIGNATION -  HVO 80
 TU2340  PID         -  TU2340
 TU2340  STATE/COUNTY-  HI/HAWAII
 TU2340  USGS QUAD   -  KALAPANA (1994)
 TU2340
 TU2340                         *CURRENT SURVEY CONTROL
 TU2340  ___________________________________________________________________
 TU2340* NAD 83(1993)-  19 17 46.51848(N)    155 05 44.51812(W)     ADJUSTED  
 TU2340* LOCAL TIDAL -        19.29   (meters)      63.3    (feet)  LEVELING  
 TU2340  ___________________________________________________________________
 TU2340  EPOCH DATE  -        1993.62
 TU2340  LAPLACE CORR-         -16.64  (seconds)                    DEFLEC99
 TU2340  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU2340
 TU2340  HORZ ORDER  -  SECOND
 TU2340  VERT ORDER  -  THIRD ?
 TU2340
 TU2340.The horizontal coordinates were established by classical geodetic methods
 TU2340.and adjusted by the National Geodetic Survey in December 1998..
 TU2340.The horizontal coordinates are valid at the epoch date displayed above.
 TU2340.The epoch date for horizontal control is a decimal equivalence
 TU2340.of Year/Month/Day.
 TU2340
 TU2340.The orthometric height was determined by differential leveling.
 TU2340.The vertical network tie was performed by a horz. field party for horz.
 TU2340.obs reductions. Reset procedures were used to establish the elevation.
 TU2340
 TU2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2340
 TU2340.The geoid height was determined by GEOID03.
 TU2340
 TU2340;                    North         East     Units Scale Factor Converg.
 TU2340;SPC HI 1     -    51,289.968   542,492.572   MT  0.99998898   +0 08 01.0
 TU2340;UTM  05      - 2,134,939.249   279,782.501   MT  1.00019949   -0 41 34.1
 TU2340
 TU2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2340!SPC HI 1     -   0.99999444  x   0.99998898  =   0.99998342
 TU2340!UTM  05      -   0.99999444  x   1.00019949  =   1.00019393
 TU2340
 TU2340:                Primary Azimuth Mark                     Grid Az
 TU2340:SPC HI 1     -  KAENA POINT                              238 14 44.7
 TU2340:UTM  05      -  KAENA POINT                              239 04 19.8
 TU2340
 TU2340|---------------------------------------------------------------------|
 TU2340| PID    Reference Object                     Distance      Geod. Az  |
 TU2340|                                                           dddmmss.s |
 TU2340| TU2339 KAENA POINT                         APPROX. 3.2 KM 2382245.7 |
 TU2340|---------------------------------------------------------------------|
 TU2340
 TU2340                          SUPERSEDED SURVEY CONTROL
 TU2340
 TU2340  NAD 83(1986)-  19 17 46.47071(N)    155 05 44.54557(W) AD(       ) 2
 TU2340  OLD HI      -  19 17 57.33501(N)    155 05 54.55343(W) AD(       ) 2
 TU2340
 TU2340.Superseded values are not recommended for survey control.
 TU2340.NGS no longer adjusts projects to the OLD HI datum.
 TU2340.See file dsdata.txt to determine how the superseded data were derived.
 TU2340
 TU2340_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7978334939(NAD 83)
 TU2340_MARKER: Z = SEE DESCRIPTION
 TU2340_SETTING: 0 = UNSPECIFIED SETTING
 TU2340
 TU2340  HISTORY     - Date     Condition        Report By
 TU2340  HISTORY     - 1978     MONUMENTED       USGS
 TU2340
 TU2340                          STATION DESCRIPTION
 TU2340
 TU2340'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (LAC)
 TU2340'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF KALAPANA VILLAGE
 TU2340'AND IS IN THE VOLCANO NATIONAL PARK.
 TU2340'
 TU2340'TO REACH THE STATION FROM THE TWO CHURCHES AT KALAPANA VILLAGE, GO
 TU2340'SOUTHWEST ON STATE HIGHWAY 13 FOR 2.8 MILES TO A GUARDRAIL AT
 TU2340'END OF THE STATE HIGHWAY.  CONTINUE SOUTHWEST ON THE PAVED ROAD FOR
 TU2340'4.7 MILES TO STATION LAEAPUKI TURN-OFF.  CONTINUE SOUTHWEST ON THE
 TU2340'PAVED ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 TU2340'
 TU2340'THE STATION MARK IS A USGS DISK STAMPED HVO 80 1965, CEMENTED
 TU2340'IN A DRILL HOLE IN AN OUTCROPPING OF LAVA ROCK THAT PROJECTS ABOUT
 TU2340'1-1/2 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS 20 FEET
 TU2340'NORTHWEST OF THE CENTER OF THE PAVED ROAD, 4 FEET SOUTHWEST OF A 2
 TU2340'FOOT CAIRN, 11 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF AN 8
 TU2340'FOOT HIGH LAVA MOUND AND IS ABOUT 1 FOOT HIGHER THAN THE PAVED
 TU2340'ROAD.
 TU2340'
 TU2340'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2340'
 TU2340'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2340'8 MILES SOUTHWEST OF KALAPANA VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1376 ***********************************************************************
 TU1376  DESIGNATION -  HYDRANT 4859 1964
 TU1376  PID         -  TU1376
 TU1376  STATE/COUNTY-  HI/HONOLULU
 TU1376  USGS QUAD   -  HONOLULU (1983)
 TU1376
 TU1376                         *CURRENT SURVEY CONTROL
 TU1376  ___________________________________________________________________
 TU1376* NAD 83(1993)-  21 19 17.02091(N)    157 53 30.13143(W)     ADJUSTED  
 TU1376* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1376  ___________________________________________________________________
 TU1376  EPOCH DATE  -        1993.62
 TU1376  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 TU1376  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1376
 TU1376  HORZ ORDER  -  THIRD
 TU1376
 TU1376.The horizontal coordinates were established by classical geodetic methods
 TU1376.and adjusted by the National Geodetic Survey in December 1998..
 TU1376.No horizontal observational check was made to the station.
 TU1376.The horizontal coordinates are valid at the epoch date displayed above.
 TU1376.The epoch date for horizontal control is a decimal equivalence
 TU1376.of Year/Month/Day.
 TU1376
 TU1376.The orthometric height was scaled from a topographic map.
 TU1376
 TU1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1376
 TU1376.The geoid height was determined by GEOID03.
 TU1376
 TU1376;                    North         East     Units Scale Factor Converg.
 TU1376;SPC HI 3     -    17,135.210   511,235.277   MT  0.99999156   +0 02 21.8
 TU1376;UTM  04      - 2,358,122.183   614,940.907   MT  0.99976325   +0 24 10.9
 TU1376
 TU1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1376!SPC HI 3     -   0.99999723  x   0.99999156  =   0.99998879
 TU1376!UTM  04      -   0.99999723  x   0.99976325  =   0.99976048
 TU1376
 TU1376                          SUPERSEDED SURVEY CONTROL
 TU1376
 TU1376  NAD 83(1986)-  21 19 16.97004(N)    157 53 30.14067(W) AD(       ) 3
 TU1376  OLD HI      -  21 19 28.34900(N)    157 53 40.01600(W) AD(       ) 3
 TU1376
 TU1376.Superseded values are not recommended for survey control.
 TU1376.NGS no longer adjusts projects to the OLD HI datum.
 TU1376.See file dsdata.txt to determine how the superseded data were derived.
 TU1376
 TU1376_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1494158122(NAD 83)
 TU1376
 TU1376  HISTORY     - Date     Condition        Report By
 TU1376  HISTORY     - 1964     MONUMENTED       CGS
 TU1376
 TU1376                          STATION DESCRIPTION
 TU1376
 TU1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU1376'SEE STATION KALIHI 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3106 ***********************************************************************
 TU3106  DESIGNATION -  HYDRO SIGNAL NR OLOWALU 1950
 TU3106  PID         -  TU3106
 TU3106  STATE/COUNTY-  HI/MAUI
 TU3106  USGS QUAD   -  OLOWALU (1992)
 TU3106
 TU3106                         *CURRENT SURVEY CONTROL
 TU3106  ___________________________________________________________________
 TU3106* NAD 83(1993)-  20 48 30.80371(N)    156 37 24.09974(W)     ADJUSTED  
 TU3106* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU3106  ___________________________________________________________________
 TU3106  EPOCH DATE  -        1993.62
 TU3106  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 TU3106  GEOID HEIGHT-          16.41  (meters)                     GEOID03
 TU3106
 TU3106  HORZ ORDER  -  SECOND
 TU3106
 TU3106.The horizontal coordinates were established by classical geodetic methods
 TU3106.and adjusted by the National Geodetic Survey in December 1998..
 TU3106.The horizontal coordinates are valid at the epoch date displayed above.
 TU3106.The epoch date for horizontal control is a decimal equivalence
 TU3106.of Year/Month/Day.
 TU3106
 TU3106.The orthometric height was scaled from a topographic map.
 TU3106
 TU3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3106
 TU3106.The geoid height was determined by GEOID03.
 TU3106
 TU3106;                    North         East     Units Scale Factor Converg.
 TU3106;SPC HI 2     -    52,611.532   504,508.070   MT  0.99996692   +0 00 55.4
 TU3106;UTM  04      - 2,302,783.607   747,368.246   MT  1.00035628   +0 50 41.0
 TU3106
 TU3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3106!SPC HI 2     -   0.99999711  x   0.99996692  =   0.99996403
 TU3106!UTM  04      -   0.99999711  x   1.00035628  =   1.00035338
 TU3106
 TU3106                          SUPERSEDED SURVEY CONTROL
 TU3106
 TU3106  NAD 83(1986)-  20 48 30.76711(N)    156 37 24.07681(W) AD(       ) 2
 TU3106  OLD HI      -  20 48 42.29100(N)    156 37 34.24700(W) AD(       ) 2
 TU3106
 TU3106.Superseded values are not recommended for survey control.
 TU3106.NGS no longer adjusts projects to the OLD HI datum.
 TU3106.See file dsdata.txt to determine how the superseded data were derived.
 TU3106
 TU3106_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4736802784(NAD 83)
 TU3106
 TU3106  HISTORY     - Date     Condition        Report By
 TU3106  HISTORY     - 1950     MONUMENTED       CGS
 TU3106
 TU3106                          STATION DESCRIPTION
 TU3106
 TU3106'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU3106'SEE STATION OLOWALU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2663 ***********************************************************************
 TU2663  DESIGNATION -  IKI 1932
 TU2663  PID         -  TU2663
 TU2663  STATE/COUNTY-  HI/HAWAII
 TU2663  USGS QUAD   -  HONOKAA (1995)
 TU2663
 TU2663                         *CURRENT SURVEY CONTROL
 TU2663  ___________________________________________________________________
 TU2663* NAD 83(1993)-  20 05 29.96504(N)    155 27 24.40720(W)     ADJUSTED  
 TU2663* LOCAL TIDAL -       154.     (meters)     505.     (feet)  SCALED    
 TU2663  ___________________________________________________________________
 TU2663  EPOCH DATE  -        1993.62
 TU2663  LAPLACE CORR-         -10.94  (seconds)                    DEFLEC99
 TU2663  GEOID HEIGHT-          19.75  (meters)                     GEOID03
 TU2663
 TU2663  HORZ ORDER  -  THIRD
 TU2663
 TU2663.The horizontal coordinates were established by classical geodetic methods
 TU2663.and adjusted by the National Geodetic Survey in December 1998..
 TU2663.The horizontal coordinates are valid at the epoch date displayed above.
 TU2663.The epoch date for horizontal control is a decimal equivalence
 TU2663.of Year/Month/Day.
 TU2663
 TU2663.The orthometric height was scaled from a topographic map.
 TU2663
 TU2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2663
 TU2663.The geoid height was determined by GEOID03.
 TU2663
 TU2663;                    North         East     Units Scale Factor Converg.
 TU2663;SPC HI 1     -   139,289.461   504,520.096   MT  0.99996692   +0 00 53.4
 TU2663;UTM  05      - 2,223,517.011   243,096.511   MT  1.00041580   -0 50 39.9
 TU2663
 TU2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2663!SPC HI 1     -   0.99997269  x   0.99996692  =   0.99993961
 TU2663!UTM  05      -   0.99997269  x   1.00041580  =   1.00038848
 TU2663
 TU2663:                Primary Azimuth Mark                     Grid Az
 TU2663:SPC HI 1     -  PAAUHAU SUGAR CO STACK                   102 13 52.8
 TU2663:UTM  05      -  PAAUHAU SUGAR CO STACK                   103 05 26.1
 TU2663
 TU2663|---------------------------------------------------------------------|
 TU2663| PID    Reference Object                     Distance      Geod. Az  |
 TU2663|                                                           dddmmss.s |
 TU2663| TU2652 PAAUHAU SUGAR CO STACK              APPROX. 2.3 KM 1021446.2 |
 TU2663| TU2662 IKI 2                                 7.681 METERS 14652     |
 TU2663| TU2664 HONOKAA SUGAR CO MILL STACK         APPROX. 1.2 KM 2800751.9 |
 TU2663|---------------------------------------------------------------------|
 TU2663
 TU2663                          SUPERSEDED SURVEY CONTROL
 TU2663
 TU2663  NAD 83(1986)-  20 05 29.95298(N)    155 27 24.40236(W) AD(       ) 3
 TU2663  OLD HI      -  20 05 40.99000(N)    155 27 34.39000(W) AD(       ) 3
 TU2663
 TU2663.Superseded values are not recommended for survey control.
 TU2663.NGS no longer adjusts projects to the OLD HI datum.
 TU2663.See file dsdata.txt to determine how the superseded data were derived.
 TU2663
 TU2663_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4309723517(NAD 83)
 TU2663
 TU2663  HISTORY     - Date     Condition        Report By
 TU2663  HISTORY     - 1932     MONUMENTED       CGS
 TU2663  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2663
 TU2663                          STATION DESCRIPTION
 TU2663
 TU2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU2663'STATION IS CENTER OF 3 IN PIPE EMBEDDED IN A TRIANGULAR MASS OF
 TU2663'CONCRETE, AND PROJECTING ABOUT 12 IN ABOVE THE SURFACE OF THE
 TU2663'CONCRETE.  IT IS LOCATED ON A PROMINENT TREE COVERED KNOLL ABOUT
 TU2663'5/8 MILE EAST OF HONOKAA STACK.  STATION IS REACHED BY LEAVING
 TU2663'THE HONAKAA OFFICE AND FOLLOWING THE NARROW GAGE TRACK UNTIL THE
 TU2663'SECOND SUGARCANE LOADING PLATFORM IS REACHED, STATION IS JUST
 TU2663'INLAND FROM THIS PLATFORM.  STATION KAAO IKI ESTABLISHED BY
 TU2663'HONOKAA PLANTATION IS CENTER OF TRIANGULAR MASS OF CONCRETE
 TU2663'MENTIONED ABOVE.
 TU2663
 TU2663                          STATION RECOVERY (1966)
 TU2663
 TU2663'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2663'STATION WAS RECOVERED IN POOR CONDITION, PARTIALLY DESTROYED.  A
 TU2663'6-INCH-DIAMETER, CONCRETE-FILLED, IRON PIPE WAS FOUND, TILTED
 TU2663'SLIGHTLY DUE TO BEING BUMPED BY MACHINERY DURING CANE-FIELD
 TU2663'CULTIVATION.  NEARBY, THE LENGTH OF 3-INCH IRON PIPE, ORIGINALLY
 TU2663'MARKING THE STATION, WAS FOUND, AND ALSO 2 LARGE CHUNKS OF
 TU2663'CONCRETE WITH THE IMPRINT OF BOTH PIPES IN THEM, INDICATING THAT
 TU2663'THE 6-INCH PIPE HAD BEEN THE ANCHOR SUPPORTING THE 3-INCH
 TU2663'STATION PIPE.  AFTER RECONSTRUCTING STATION BY STRAIGHTENING THE
 TU2663'6-INCH PIPE AND SETTING THE CONCRETE CHUNKS IN PLACE AN ANGLE
 TU2663'CHECK WAS MADE, INDICATING THIS TO BE THE CORRECT POINT.
 TU2663'
 TU2663'SINCE IT WAS LOCATED IN THE EDGE OF A CANE FIELD A NEW STATION,
 TU2663'IKI 2, WAS ESTABLISHED NEARBY AND THE 6-INCH PIPE WAS REMOVED
 TU2663'FROM THE FIELD.
 TU2663'
 TU2663'SEE DESCRIPTION FOR IKI 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2662 ***********************************************************************
 TU2662  DESIGNATION -  IKI 2
 TU2662  PID         -  TU2662
 TU2662  STATE/COUNTY-  HI/HAWAII
 TU2662  USGS QUAD   -  HONOKAA (1995)
 TU2662
 TU2662                         *CURRENT SURVEY CONTROL
 TU2662  ___________________________________________________________________
 TU2662* NAD 83(1993)-  20 05 29.75586(N)    155 27 24.26269(W)     ADJUSTED  
 TU2662* LOCAL TIDAL -       154.     (meters)     505.     (feet)  SCALED    
 TU2662  ___________________________________________________________________
 TU2662  EPOCH DATE  -        1993.62
 TU2662  LAPLACE CORR-         -10.94  (seconds)                    DEFLEC99
 TU2662  GEOID HEIGHT-          19.75  (meters)                     GEOID03
 TU2662
 TU2662  HORZ ORDER  -  SECOND
 TU2662
 TU2662.The horizontal coordinates were established by classical geodetic methods
 TU2662.and adjusted by the National Geodetic Survey in December 1998..
 TU2662.The horizontal coordinates are valid at the epoch date displayed above.
 TU2662.The epoch date for horizontal control is a decimal equivalence
 TU2662.of Year/Month/Day.
 TU2662
 TU2662.The orthometric height was scaled from a topographic map.
 TU2662
 TU2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2662
 TU2662.The geoid height was determined by GEOID03.
 TU2662
 TU2662;                    North         East     Units Scale Factor Converg.
 TU2662;SPC HI 1     -   139,283.030   504,524.296   MT  0.99996692   +0 00 53.5
 TU2662;UTM  05      - 2,223,510.515   243,100.616   MT  1.00041578   -0 50 39.9
 TU2662
 TU2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2662!SPC HI 1     -   0.99997269  x   0.99996692  =   0.99993961
 TU2662!UTM  05      -   0.99997269  x   1.00041578  =   1.00038846
 TU2662
 TU2662|---------------------------------------------------------------------|
 TU2662| PID    Reference Object                     Distance      Geod. Az  |
 TU2662|                                                           dddmmss.s |
 TU2662| CN5241 IKI 2 RM 1                            5.706 METERS 03010     |
 TU2662| TU2652 PAAUHAU SUGAR CO STACK              APPROX. 2.3 KM 1020647.4 |
 TU2662| CN5242 IKI 2 RM 2                            4.247 METERS 16118     |
 TU2662| TU2664 HONOKAA SUGAR CO MILL STACK         APPROX. 1.2 KM 2802417.3 |
 TU2662| TU2663 IKI 1932                              7.681 METERS 32652     |
 TU2662|---------------------------------------------------------------------|
 TU2662
 TU2662                          SUPERSEDED SURVEY CONTROL
 TU2662
 TU2662  NAD 83(1986)-  20 05 29.74380(N)    155 27 24.25785(W) AD(       ) 2
 TU2662  OLD HI      -  20 05 40.77710(N)    155 27 34.24670(W) AD(       ) 2
 TU2662
 TU2662.Superseded values are not recommended for survey control.
 TU2662.NGS no longer adjusts projects to the OLD HI datum.
 TU2662.See file dsdata.txt to determine how the superseded data were derived.
 TU2662
 TU2662_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4310123511(NAD 83)
 TU2662_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2662
 TU2662  HISTORY     - Date     Condition        Report By
 TU2662  HISTORY     - 1966     MONUMENTED       CGS
 TU2662  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2662
 TU2662                          STATION DESCRIPTION
 TU2662
 TU2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2662'STATION IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF HONOKAA AND 3/4
 TU2662'MILE EAST OF THE HONOKAA SUGAR MILL AT HAINA, AT ABOUT 506 FEET
 TU2662'ELEVATION, ALONG THE EAST EDGE OF A LOW RIDGE THAT IS PLANTED IN
 TU2662'SUGAR CANE, JUST ABOVE THE OLD RAILROAD GRADE (NOW A TRACK
 TU2662'ROAD).  THERE ARE SCATTERED IRONWOOD TREES ALONG THE EAST
 TU2662'SLOPE OF THE RIDGE.
 TU2662'
 TU2662'TO REACH STATION FROM THE POST OFFICE IN HONOKAA, GO SOUTHEAST
 TU2662'ON THE MAIN STREET FOR 0.4 MILE.  TURN LEFT ON OHELO STREET AND
 TU2662'GO DOWNHILL FOR 0.35 MILE TO FORK WHERE MACADAM ROAD CURVES
 TU2662'RIGHT.  CONTINUE AHEAD ON FIELD ROAD DOWNHILL FOR 0.2 MILE TO
 TU2662'PAVED CROSSROAD.  CONTINUE DOWNHILL FOR 0.3 MILE TO SECOND PAVED
 TU2662'CROSSROAD.  TURN LEFT AND GO 0.1 MILE TO PAVED, DIAGONAL
 TU2662'CROSSROAD.  TURN SHARP RIGHT AND GO 0.05 MILE.  TURN LEFT ON
 TU2662'FIELD ROAD AND GO DOWNGRADE ALONG EAST SIDE OF RIDGE FOR 0.15
 TU2662'MILE.  TURN LEFT UP STEEP, GRASSY TRACK ROAD AND GO 30 YARDS
 TU2662'TO TOP OF RIDGE.  TURN RIGHT AND GO 0.25 MILE TO END OF RIDGE
 TU2662'AND STATION ON RIGHT.
 TU2662'
 TU2662'STATION MARK IS A STANDARD DISK STAMPED IKI 2 1966, SET IN THE
 TU2662'TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 4
 TU2662'INCHES.  IT IS LOCATED IN GRASSY AREA ALONG EAST SIDE OF CANE
 TU2662'FIELD.  14 FEET EAST OF EDGE OF FIELD ROAD, 13 FEET
 TU2662'NORTH-NORTHWEST OF A 12-INCH IRONWOOD TREE, 2-1/2 FEET SOUTH OF
 TU2662'A WHITE WITNESS POST, 8 FEET WEST OF WHERE HILL BREAKS SHARPLY
 TU2662'DOWN TO EAST, AND 60 FEET SOUTH FROM POINT WHERE RIDGE END
 TU2662'DROPS STEEPLY DOWN TO NORTH.
 TU2662'
 TU2662'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED IKI 2 NO 1
 TU2662'1966 CEMENTED IN A DRILL HOLE IN A 16-INCH-SQUARE BEDROCK LEDGE
 TU2662'OUTCROP, PROJECTING 2 FEET ON LOWER SIDE.  IT IS 12 FEET EAST OF
 TU2662'A CLUMP OF SMALL IRONWOOD TREES AND 4 FEET LOWER THAN STATION
 TU2662'MARK.
 TU2662'
 TU2662'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED IKI 2 NO 2
 TU2662'1966 SET IN THE TOP OF A CONCRETE-FILLED, 4-INCH, IRON PIPE THAT
 TU2662'IS SET IN CONCRETE AND PROJECTS 4 INCHES.  IT IS 18 FEET EAST OF
 TU2662'EDGE OF ROAD, 4 FEET SOUTHWEST OF THE 12-INCH IRONWOOD TREE, AND
 TU2662'ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU2662
 TU2662                          STATION RECOVERY (1969)
 TU2662
 TU2662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JMC)
 TU2662'STATION RECOVERED IN GOOD CONDITION.  1966 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3464 ***********************************************************************
 TU3464  DESIGNATION -  ILIO PT COAST GUARD LORAN MAST
 TU3464  PID         -  TU3464
 TU3464  STATE/COUNTY-  HI/MAUI
 TU3464  USGS QUAD   -  
 TU3464
 TU3464                         *CURRENT SURVEY CONTROL
 TU3464  ___________________________________________________________________
 TU3464* NAD 83(1993)-  21 12 58.80091(N)    157 15 22.59394(W)     ADJUSTED  
 TU3464* LOCAL TIDAL -                                                        
 TU3464  ___________________________________________________________________
 TU3464  EPOCH DATE  -        1993.62
 TU3464  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 TU3464  GEOID HEIGHT-          14.96  (meters)                     GEOID03
 TU3464
 TU3464  HORZ ORDER  -  THIRD
 TU3464
 TU3464.The horizontal coordinates were established by classical geodetic methods
 TU3464.and adjusted by the National Geodetic Survey in December 1998..
 TU3464.The horizontal coordinates are valid at the epoch date displayed above.
 TU3464.The epoch date for horizontal control is a decimal equivalence
 TU3464.of Year/Month/Day.
 TU3464
 TU3464
 TU3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3464
 TU3464.The geoid height was determined by GEOID03.
 TU3464
 TU3464;                    North         East     Units Scale Factor Converg.
 TU3464;SPC HI 2     -    97,871.329   438,788.074   MT  1.00001295   -0 12 48.2
 TU3464;UTM  04      - 2,347,087.023   680,981.506   MT  1.00000477   +0 37 52.4
 TU3464
 TU3464                          SUPERSEDED SURVEY CONTROL
 TU3464
 TU3464  NAD 83(1986)-  21 12 58.76007(N)    157 15 22.54901(W) AD(       ) 4
 TU3464  OLD HI      -  21 13 10.22800(N)    157 15 32.69700(W) AD(       ) 3
 TU3464
 TU3464.Superseded values are not recommended for survey control.
 TU3464.NGS no longer adjusts projects to the OLD HI datum.
 TU3464.See file dsdata.txt to determine how the superseded data were derived.
 TU3464
 TU3464_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8098247087(NAD 83)
 TU3464
 TU3464  HISTORY     - Date     Condition        Report By
 TU3464  HISTORY     - 1962     MONUMENTED       CGS
 TU3464  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3464
 TU3464                          STATION DESCRIPTION
 TU3464
 TU3464'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3464'STATION IS LOCATED ON COAST GUARD RESERVATION AT THE NORTHWEST
 TU3464'CORNER OF MOLOKAI ISLAND.
 TU3464'
 TU3464'STATION IS CENTER OF FLASHING RED WARNING LIGHT ATOP A 285 FOOT
 TU3464'STEEL MAST.  STRUCTURE IS PAINTED IN ALTERNATE BANDS OF ORANGE AND
 TU3464'WHITE.
 TU3464'
 TU3464'STATION IS LISTED IN LIST OF LIGHTS AND OTHER MARINE AIDS, VOLUME
 TU3464'III, PACIFIC COAST AND PACIFIC ISLANDS AS A LORAN-A- MASTER STATION.
 TU3464
 TU3464                          STATION RECOVERY (1967)
 TU3464
 TU3464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3464'STATION HAS BEEN DESTROYED.
 TU3464'
 TU3464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3464'9 MILES N.W. OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1795 ***********************************************************************
 TU1795  DESIGNATION -  IOLEAU 1904
 TU1795  PID         -  TU1795
 TU1795  STATE/COUNTY-  HI/KAUAI
 TU1795  USGS QUAD   -  KOLOA (1996)
 TU1795
 TU1795                         *CURRENT SURVEY CONTROL
 TU1795  ___________________________________________________________________
 TU1795* NAD 83(1993)-  21 54 01.37800(N)    159 31 44.68158(W)     ADJUSTED  
 TU1795* LOCAL TIDAL -       189.     (meters)     620.     (feet)  SCALED    
 TU1795  ___________________________________________________________________
 TU1795  EPOCH DATE  -        1993.62
 TU1795  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 TU1795  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1795
 TU1795  HORZ ORDER  -  THIRD
 TU1795
 TU1795.The horizontal coordinates were established by classical geodetic methods
 TU1795.and adjusted by the National Geodetic Survey in December 1998..
 TU1795.The horizontal coordinates are valid at the epoch date displayed above.
 TU1795.The epoch date for horizontal control is a decimal equivalence
 TU1795.of Year/Month/Day.
 TU1795
 TU1795.The orthometric height was scaled from a topographic map.
 TU1795
 TU1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1795
 TU1795.The geoid height was determined by GEOID03.
 TU1795
 TU1795;                    North         East     Units Scale Factor Converg.
 TU1795;SPC HI 4     -     7,424.493   496,995.258   MT  0.99999011   -0 00 39.0
 TU1795;UTM  04      - 2,421,894.912   445,349.476   MT  0.99963690   -0 11 50.5
 TU1795
 TU1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1795!SPC HI 4     -   0.99996785  x   0.99999011  =   0.99995796
 TU1795!UTM  04      -   0.99996785  x   0.99963690  =   0.99960476
 TU1795
 TU1795:                Primary Azimuth Mark                     Grid Az
 TU1795:SPC HI 4     -  PAA                                      096 36 07.8
 TU1795:UTM  04      -  PAA                                      096 47 19.3
 TU1795
 TU1795|---------------------------------------------------------------------|
 TU1795| PID    Reference Object                     Distance      Geod. Az  |
 TU1795|                                                           dddmmss.s |
 TU1795| TU1778 PAA                                 APPROX. 9.3 KM 0963528.8 |
 TU1795| TU1788 LAW                                 APPROX. 3.4 KM 1210712.2 |
 TU1795| TU1790 GOV                                 APPROX. 1.9 KM 1422521.5 |
 TU1795| TU1801 MAC                                 APPROX. 3.3 KM 2490815.3 |
 TU1795|---------------------------------------------------------------------|
 TU1795
 TU1795                          SUPERSEDED SURVEY CONTROL
 TU1795
 TU1795  NAD 83(1986)-  21 54 01.35728(N)    159 31 44.70863(W) AD(       ) 3
 TU1795  OLD HI      -  21 54 12.62600(N)    159 31 54.71700(W) AD(       ) 3
 TU1795
 TU1795.Superseded values are not recommended for survey control.
 TU1795.NGS no longer adjusts projects to the OLD HI datum.
 TU1795.See file dsdata.txt to determine how the superseded data were derived.
 TU1795
 TU1795_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4534921895(NAD 83)
 TU1795
 TU1795  HISTORY     - Date     Condition        Report By
 TU1795  HISTORY     - 1904     MONUMENTED       CGS
 TU1795  HISTORY     - 1910     SEE DESCRIPTION  CGS
 TU1795  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1795  HISTORY     - 19970107 MARK NOT FOUND   USPSQD
 TU1795  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 TU1795  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1795
 TU1795                          STATION DESCRIPTION
 TU1795
 TU1795'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1795'ON A CONSPICUOUS CONE-SHAPED HILL OF SAME NAME ABOUT 2 MILES EAST
 TU1795'OF THE MC BRYDE PLANTATION.  HILL IS CLEAR OF TREES AND BRUSH, AND
 TU1795'STATION IS ON THE HIGHEST PART OF THE SLIGHTLY FLATTENED
 TU1795'SUMMIT.  MARKED BY 1 1/2-INCH GAS PIPE.
 TU1795
 TU1795                          STATION RECOVERY (1965)
 TU1795
 TU1795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1795'STATION IS GONE.  IT WAS LOCATED ON A POINT WHICH NOW HAS SUGAR
 TU1795'CANE FIELDS ON IT, AT THE NORTHWEST CORNER OF KUKUIOLONO PARK
 TU1795'GOLF COURSE.
 TU1795
 TU1795                          STATION RECOVERY (1997)
 TU1795
 TU1795'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1795'MARK NOT FOUND.
 TU1795
 TU1795                          STATION RECOVERY (1998)
 TU1795
 TU1795'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1795'MARK NOT FOUND.
 TU1795
 TU1795                          STATION RECOVERY (2005)
 TU1795
 TU1795'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3197 ***********************************************************************
 TU3197  DESIGNATION -  IP WHARF
 TU3197  PID         -  TU3197
 TU3197  STATE/COUNTY-  HI/MAUI
 TU3197  USGS QUAD   -  
 TU3197
 TU3197                         *CURRENT SURVEY CONTROL
 TU3197  ___________________________________________________________________
 TU3197* NAD 83(1993)-  20 49 48.69178(N)    156 48 40.24154(W)     ADJUSTED  
 TU3197* LOCAL TIDAL -                                                        
 TU3197  ___________________________________________________________________
 TU3197  EPOCH DATE  -        1993.62
 TU3197  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 TU3197  GEOID HEIGHT-          16.22  (meters)                     GEOID03
 TU3197
 TU3197  HORZ ORDER  -  THIRD
 TU3197
 TU3197.The horizontal coordinates were established by classical geodetic methods
 TU3197.and adjusted by the National Geodetic Survey in December 1998..
 TU3197.The horizontal coordinates are valid at the epoch date displayed above.
 TU3197.The epoch date for horizontal control is a decimal equivalence
 TU3197.of Year/Month/Day.
 TU3197
 TU3197
 TU3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3197
 TU3197.The geoid height was determined by GEOID03.
 TU3197
 TU3197;                    North         East     Units Scale Factor Converg.
 TU3197;SPC HI 2     -    55,012.968   484,958.639   MT  0.99996946   -0 03 05.0
 TU3197;UTM  04      - 2,304,902.405   727,779.617   MT  1.00024123   +0 46 43.3
 TU3197
 TU3197                          SUPERSEDED SURVEY CONTROL
 TU3197
 TU3197  NAD 83(1986)-  20 49 48.65211(N)    156 48 40.21219(W) AD(       ) 4
 TU3197  OLD HI      -  20 50 00.00600(N)    156 48 50.32600(W) AD(       ) 3
 TU3197
 TU3197.Superseded values are not recommended for survey control.
 TU3197.NGS no longer adjusts projects to the OLD HI datum.
 TU3197.See file dsdata.txt to determine how the superseded data were derived.
 TU3197
 TU3197_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2778004902(NAD 83)
 TU3197
 TU3197  HISTORY     - Date     Condition        Report By
 TU3197  HISTORY     - UNK      MONUMENTED
 TU3197  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3197  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3197
 TU3197                          STATION DESCRIPTION
 TU3197
 TU3197'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3197'STATION WAS UNDOUBTEDLY E END OF OLD WHARF AT HALEPALAOA.  NO
 TU3197'STATION MARKER WAS FOUND.  THE WHARF WAS RELOCATED DURING THE
 TU3197'PRESENT SURVEY.
 TU3197'
 TU3197'AN OLD LOADING SCAFFOLD IS STILL STANDING ON THE END OF THE
 TU3197'WHARF.
 TU3197
 TU3197                          STATION RECOVERY (1962)
 TU3197
 TU3197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3197'STATION IS DESTROYED.  ALL THAT REMAINS OF THE OLD HALEPALAOA
 TU3197'WHARF IS 3 SETS OF STONE PILINGS, ALL DECKING AND SUPERSTRUCTURE
 TU3197'IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1709 ***********************************************************************
 TU1709  DESIGNATION -  IRON PIPE NR PUU O HULU MAKAI
 TU1709  PID         -  TU1709
 TU1709  STATE/COUNTY-  HI/HONOLULU
 TU1709  USGS QUAD   -  WAIANAE (1983)
 TU1709
 TU1709                         *CURRENT SURVEY CONTROL
 TU1709  ___________________________________________________________________
 TU1709* NAD 83(1993)-  21 24 02.99066(N)    158 10 11.55783(W)     ADJUSTED  
 TU1709* LOCAL TIDAL -       262.     (meters)     860.     (feet)  SCALED    
 TU1709  ___________________________________________________________________
 TU1709  EPOCH DATE  -        1993.62
 TU1709  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 TU1709  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1709
 TU1709  HORZ ORDER  -  SECOND
 TU1709
 TU1709.The horizontal coordinates were established by classical geodetic methods
 TU1709.and adjusted by the National Geodetic Survey in December 1998..
 TU1709.The horizontal coordinates are valid at the epoch date displayed above.
 TU1709.The epoch date for horizontal control is a decimal equivalence
 TU1709.of Year/Month/Day.
 TU1709
 TU1709.The orthometric height was scaled from a topographic map.
 TU1709
 TU1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1709
 TU1709.The geoid height was determined by GEOID03.
 TU1709
 TU1709;                    North         East     Units Scale Factor Converg.
 TU1709;SPC HI 3     -    25,936.087   482,385.543   MT  0.99999383   -0 03 43.2
 TU1709;UTM  04      - 2,366,737.176   586,043.471   MT  0.99969148   +0 18 10.5
 TU1709
 TU1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1709!SPC HI 3     -   0.99995642  x   0.99999383  =   0.99995025
 TU1709!UTM  04      -   0.99995642  x   0.99969148  =   0.99964791
 TU1709
 TU1709                          SUPERSEDED SURVEY CONTROL
 TU1709
 TU1709  NAD 83(1986)-  21 24 02.93908(N)    158 10 11.56927(W) AD(       ) 2
 TU1709  OLD HI      -  21 24 14.32558(N)    158 10 21.46077(W) AD(       ) 2
 TU1709
 TU1709.Superseded values are not recommended for survey control.
 TU1709.NGS no longer adjusts projects to the OLD HI datum.
 TU1709.See file dsdata.txt to determine how the superseded data were derived.
 TU1709
 TU1709_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8604366737(NAD 83)
 TU1709
 TU1709  HISTORY     - Date     Condition        Report By
 TU1709  HISTORY     - 1964     MONUMENTED       CGS
 TU1709
 TU1709                          STATION DESCRIPTION
 TU1709
 TU1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU1709'SEE STATION PUU O HULU MAKAI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3350 ***********************************************************************
 TU3350  DESIGNATION -  IRON PIPE NR STA MAKAKUPAIA 2
 TU3350  PID         -  TU3350
 TU3350  STATE/COUNTY-  HI/MAUI
 TU3350  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3350
 TU3350                         *CURRENT SURVEY CONTROL
 TU3350  ___________________________________________________________________
 TU3350* NAD 83(1993)-  21 06 47.47658(N)    156 57 01.25722(W)     ADJUSTED  
 TU3350* LOCAL TIDAL -       796.     (meters)    2612.     (feet)  SCALED    
 TU3350  ___________________________________________________________________
 TU3350  EPOCH DATE  -        1993.62
 TU3350  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 TU3350  GEOID HEIGHT-          15.98  (meters)                     GEOID03
 TU3350
 TU3350  HORZ ORDER  -  THIRD
 TU3350
 TU3350.The horizontal coordinates were established by classical geodetic methods
 TU3350.and adjusted by the National Geodetic Survey in December 1998..
 TU3350.The horizontal coordinates are valid at the epoch date displayed above.
 TU3350.The epoch date for horizontal control is a decimal equivalence
 TU3350.of Year/Month/Day.
 TU3350
 TU3350.The orthometric height was scaled from a topographic map.
 TU3350
 TU3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3350
 TU3350.The geoid height was determined by GEOID03.
 TU3350
 TU3350;                    North         East     Units Scale Factor Converg.
 TU3350;SPC HI 2     -    86,363.807   470,528.596   MT  0.99997740   -0 06 07.9
 TU3350;UTM  04      - 2,336,046.591   712,890.620   MT  1.00016011   +0 44 18.9
 TU3350
 TU3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3350!SPC HI 2     -   0.99987239  x   0.99997740  =   0.99984980
 TU3350!UTM  04      -   0.99987239  x   1.00016011  =   1.00003248
 TU3350
 TU3350                          SUPERSEDED SURVEY CONTROL
 TU3350
 TU3350  NAD 83(1986)-  21 06 47.43157(N)    156 57 01.20497(W) AD(       ) 4
 TU3350  OLD HI      -  21 06 58.89200(N)    156 57 11.34100(W) AD(       ) 3
 TU3350
 TU3350.Superseded values are not recommended for survey control.
 TU3350.NGS no longer adjusts projects to the OLD HI datum.
 TU3350.See file dsdata.txt to determine how the superseded data were derived.
 TU3350
 TU3350_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1289136047(NAD 83)
 TU3350
 TU3350  HISTORY     - Date     Condition        Report By
 TU3350  HISTORY     - 1962     MONUMENTED       CGS
 TU3350
 TU3350                          STATION DESCRIPTION
 TU3350
 TU3350'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3350'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3350'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED BY A
 TU3350'REDWOOD POST AND REFERENCED BY 3 CROSSES ON STONES.
 TU3350'
 TU3350'STATION AND TWO OF THE CROSSES WERE RECOVERED.  THE STATION IS NOW
 TU3350'MARKED BY A 1-INCH IRON PIPE THAT PROJECTS 2-1/2 FEET ABOVE
 TU3350'GROUND.  THE CROSS TO WEST OF STATION HAS APPARENTLY BEEN DESTROYED
 TU3350'BY BULLDOZER WORK.  A CHECK OF THE MEASUREMENTS TO THE TWO CROSSES
 TU3350'INDICATES A MISPLACEMENT OF THE PIPE BY ABOUT 10 INCHES.  BECAUSE
 TU3350'THE STATION IS IN A BULLDOZER ROAD AND NEW STATION, MAKAKUPAIA
 TU3350'2, WAS ESTABLISHED IN A SAFER LOCATION ABOUT 18 FEET
 TU3350'SOUTH-SOUTHEAST.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2692 ***********************************************************************
 TU2692  DESIGNATION -  ISLAND HIGHEST POINT
 TU2692  PID         -  TU2692
 TU2692  STATE/COUNTY-  HI/HAWAII
 TU2692  USGS QUAD   -  HONOKANE (1982)
 TU2692
 TU2692                         *CURRENT SURVEY CONTROL
 TU2692  ___________________________________________________________________
 TU2692* NAD 83(1993)-  20 11 32.10734(N)    155 42 10.58349(W)     ADJUSTED  
 TU2692* LOCAL TIDAL -                                                        
 TU2692  ___________________________________________________________________
 TU2692  EPOCH DATE  -        1993.62
 TU2692  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 TU2692  GEOID HEIGHT-          19.26  (meters)                     GEOID03
 TU2692
 TU2692  HORZ ORDER  -  THIRD
 TU2692
 TU2692.The horizontal coordinates were established by classical geodetic methods
 TU2692.and adjusted by the National Geodetic Survey in December 1998..
 TU2692.The horizontal coordinates are valid at the epoch date displayed above.
 TU2692.The epoch date for horizontal control is a decimal equivalence
 TU2692.of Year/Month/Day.
 TU2692
 TU2692
 TU2692.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2692
 TU2692.The geoid height was determined by GEOID03.
 TU2692
 TU2692;                    North         East     Units Scale Factor Converg.
 TU2692;SPC HI 1     -   150,437.956   478,789.510   MT  0.99997222   -0 04 12.2
 TU2692;UTM  05      - 2,235,057.207   217,522.852   MT  1.00058632   -0 56 01.0
 TU2692
 TU2692                          SUPERSEDED SURVEY CONTROL
 TU2692
 TU2692  NAD 83(1986)-  20 11 32.07861(N)    155 42 10.59751(W) AD(       ) 4
 TU2692  OLD HI      -  20 11 43.14000(N)    155 42 20.60000(W) AD(       ) 3
 TU2692
 TU2692.Superseded values are not recommended for survey control.
 TU2692.NGS no longer adjusts projects to the OLD HI datum.
 TU2692.See file dsdata.txt to determine how the superseded data were derived.
 TU2692
 TU2692_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1752335057(NAD 83)
 TU2692
 TU2692  HISTORY     - Date     Condition        Report By
 TU2692  HISTORY     - 1913     MONUMENTED       CGS
 TU2692  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2692
 TU2692                          STATION DESCRIPTION
 TU2692
 TU2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2692'OFF THE NORTH COAST OF HAWAII, THE HIGHEST POINT ON LARGER AND
 TU2692'HIGHER OF THE TWO ISLANDS JUST OFF HONOKEA GULCH, WHICH GULCH IS
 TU2692'THE DIVIDING LINE BETWEEN HAMAKUA AND KOHALA DISTRICTS.  THERE IS
 TU2692'A THIRD ISLAND OR ISLET, WHICH IS LITTLE MORE THAN A PINNACLE
 TU2692'OF ROCK.
 TU2692
 TU2692                          STATION RECOVERY (1967)
 TU2692
 TU2692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2692'STATION WAS NOT VISITED.  IT IS THE HIGHEST POINT OF PAOKALANI
 TU2692'ISLAND, THE WEST ONE OF 2 SMALL ISLANDS WHICH LIE ABOUT 1/2-MILE
 TU2692'NORTHWEST OF THE MOUTH OF HONOKEA GULCH, ALONG THE NORTH COAST OF
 TU2692'THE ISLAND.  IT PROJECTS ABOUT 240 FEET ABOVE WATER AND HAS A
 TU2692'ROUNDED TOP WITH NO DEFINITE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3592 ***********************************************************************
 AA3592  SACS        -  This is a Secondary Airport Control Station.
 AA3592  DESIGNATION -  ITO ARP 2
 AA3592  PID         -  AA3592
 AA3592  STATE/COUNTY-  HI/HAWAII
 AA3592  USGS QUAD   -  HILO (1995)
 AA3592
 AA3592                         *CURRENT SURVEY CONTROL
 AA3592  ___________________________________________________________________
 AA3592* NAD 83(1993)-  19 43 13.86983(N)    155 02 53.79939(W)     ADJUSTED  
 AA3592* LOCAL TIDAL -         7.8    (meters)      26.     (feet)  GPS OBS   
 AA3592  ___________________________________________________________________
 AA3592  EPOCH DATE  -        1993.62
 AA3592  X           -  -5,445,758.050 (meters)                     COMP
 AA3592  Y           -  -2,533,814.502 (meters)                     COMP
 AA3592  Z           -   2,138,606.370 (meters)                     COMP
 AA3592  LAPLACE CORR-         -17.36  (seconds)                    DEFLEC99
 AA3592  ELLIP HEIGHT-          25.57  (meters)          (11/30/94) GPS OBS
 AA3592  GEOID HEIGHT-          17.48  (meters)                     GEOID03
 AA3592
 AA3592  HORZ ORDER  -  FIRST
 AA3592  ELLP ORDER  -  FIFTH     CLASS I
 AA3592
 AA3592.This mark is at Hilo International Airport (ITO)
 AA3592
 AA3592.The horizontal coordinates were established by GPS observations
 AA3592.and adjusted by the National Geodetic Survey in November 1994..
 AA3592.No horizontal observational check was made to the station.
 AA3592.The horizontal coordinates are valid at the epoch date displayed above.
 AA3592.The epoch date for horizontal control is a decimal equivalence
 AA3592.of Year/Month/Day.
 AA3592
 AA3592.The orthometric height was determined by GPS observations and a
 AA3592.high-resolution geoid model.
 AA3592.No vertical observational check was made to the station.
 AA3592
 AA3592.GPS derived orthometric heights for airport stations designated as
 AA3592.PACS or SACS are published to 2 decimal places.  This maintains
 AA3592.centimeter relative accuracy between the PACS and SACS.  It does
 AA3592.not indicate centimeter accuracy relative to other marks which are
 AA3592.part of the NAVD 88 network.
 AA3592
 AA3592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3592
 AA3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3592
 AA3592.The ellipsoidal height was determined by GPS observations
 AA3592.and is referenced to NAD 83.
 AA3592
 AA3592.The geoid height was determined by GEOID03.
 AA3592
 AA3592;                    North         East     Units Scale Factor Converg.
 AA3592;SPC HI 1     -    98,267.147   547,353.103   MT  0.99999437   +0 09 08.7
 AA3592;UTM  05      - 2,181,849.641   285,328.295   MT  1.00016964   -0 41 29.1
 AA3592
 AA3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3592!SPC HI 1     -   0.99999598  x   0.99999437  =   0.99999035
 AA3592!UTM  05      -   0.99999598  x   1.00016964  =   1.00016562
 AA3592
 AA3592                          SUPERSEDED SURVEY CONTROL
 AA3592
 AA3592.No superseded survey control is available for this station.
 AA3592
 AA3592_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8532881850(NAD 83)
 AA3592_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3592_SP_SET: PREFAB CONC. POST IN EARTH
 AA3592_STAMPING: ARP 2 1966
 AA3592_MARK LOGO: CGS   
 AA3592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3592+STABILITY: SURFACE MOTION
 AA3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3592+SATELLITE: SATELLITE OBSERVATIONS - 1966
 AA3592
 AA3592  HISTORY     - Date     Condition        Report By
 AA3592  HISTORY     - 1966     MONUMENTED       CGS
 AA3592  HISTORY     - 19940408 GOOD             NGS
 AA3592
 AA3592                          STATION DESCRIPTION
 AA3592
 AA3592'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 AA3592'THE STATION IS LOCATED AT GENERAL LYMAN AIRPORT IN THE TOWN OF HILO ON
 AA3592'THE ISLAND OF HAWAII, HAWAII. THE STATION IS A TOPOGRAPHIC DISK SET IN
 AA3592'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THE STATION IS 97.9
 AA3592'FT (29.8 M) NW OF TAXIWAY LIGHT A-82, 143.4 FT (43.7 M) NE OF TAXIWAY
 AA3592'LIGHT A-80.  THE TAXIWAY LIGHT NUMBERS ARE LOCATED ON METAL PLATES
 AA3592'ATTACHED TO THE CONCRETE BASES.
 AA3592
 AA3592                          STATION RECOVERY (1994)
 AA3592
 AA3592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3592'THE STATION IS LOCATED 53.0 FEET (16.2 M) NORTH OF TAXIWAY A, 164 FT.
 AA3592'(50.0 M) ESE OF A 5X5 FT.  CONCRETE STORM DRAIN, 289.5 FT.  (88.2 M)
 AA3592'SE OF SOUTHERNMOST YELLOW PAINTED HOLDLINE, AND 328 FT.  (100.0 M) NE
 AA3592'OF THE INTERSECTION OF YELLOW LINES ON TAXIWAY.  A STANDARD TOPO DISK
 AA3592'STAMPED ARP 2 1966 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AA3592'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3593 ***********************************************************************
 AA3593  SACS        -  This is a Secondary Airport Control Station.
 AA3593  DESIGNATION -  ITO STA C AP
 AA3593  PID         -  AA3593
 AA3593  STATE/COUNTY-  HI/HAWAII
 AA3593  USGS QUAD   -  HILO (1995)
 AA3593
 AA3593                         *CURRENT SURVEY CONTROL
 AA3593  ___________________________________________________________________
 AA3593* NAD 83(1993)-  19 43 18.17799(N)    155 01 45.34888(W)     ADJUSTED  
 AA3593* LOCAL TIDAL -        10.6    (meters)      35.     (feet)  GPS OBS   
 AA3593  ___________________________________________________________________
 AA3593  EPOCH DATE  -        1993.62
 AA3593  X           -  -5,444,878.374 (meters)                     COMP
 AA3593  Y           -  -2,535,603.644 (meters)                     COMP
 AA3593  Z           -   2,138,731.874 (meters)                     COMP
 AA3593  LAPLACE CORR-         -17.62  (seconds)                    DEFLEC99
 AA3593  ELLIP HEIGHT-          27.93  (meters)          (11/30/94) GPS OBS
 AA3593  GEOID HEIGHT-          17.00  (meters)                     GEOID03
 AA3593
 AA3593  HORZ ORDER  -  FIRST
 AA3593  ELLP ORDER  -  FIFTH     CLASS I
 AA3593
 AA3593.This mark is at Hilo International Airport (ITO)
 AA3593
 AA3593.The horizontal coordinates were established by GPS observations
 AA3593.and adjusted by the National Geodetic Survey in November 1994..
 AA3593.No horizontal observational check was made to the station.
 AA3593.The horizontal coordinates are valid at the epoch date displayed above.
 AA3593.The epoch date for horizontal control is a decimal equivalence
 AA3593.of Year/Month/Day.
 AA3593
 AA3593.The orthometric height was determined by GPS observations and a
 AA3593.high-resolution geoid model.
 AA3593.No vertical observational check was made to the station.
 AA3593
 AA3593.GPS derived orthometric heights for airport stations designated as
 AA3593.PACS or SACS are published to 2 decimal places.  This maintains
 AA3593.centimeter relative accuracy between the PACS and SACS.  It does
 AA3593.not indicate centimeter accuracy relative to other marks which are
 AA3593.part of the NAVD 88 network.
 AA3593
 AA3593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3593
 AA3593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3593
 AA3593.The ellipsoidal height was determined by GPS observations
 AA3593.and is referenced to NAD 83.
 AA3593
 AA3593.The geoid height was determined by GEOID03.
 AA3593
 AA3593;                    North         East     Units Scale Factor Converg.
 AA3593;SPC HI 1     -    98,405.037   549,345.971   MT  0.99999675   +0 09 31.9
 AA3593;UTM  05      - 2,181,958.184   287,323.313   MT  1.00015910   -0 41 06.1
 AA3593
 AA3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3593!SPC HI 1     -   0.99999561  x   0.99999675  =   0.99999236
 AA3593!UTM  05      -   0.99999561  x   1.00015910  =   1.00015471
 AA3593
 AA3593                          SUPERSEDED SURVEY CONTROL
 AA3593
 AA3593.No superseded survey control is available for this station.
 AA3593
 AA3593_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8732381958(NAD 83)
 AA3593_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3593_SP_SET: CONCRETE POST
 AA3593_STAMPING: AP 1966 STA C
 AA3593_MARK LOGO: CGS   
 AA3593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3593+STABILITY: SURFACE MOTION
 AA3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3593+SATELLITE: SATELLITE OBSERVATIONS - 1966
 AA3593
 AA3593  HISTORY     - Date     Condition        Report By
 AA3593  HISTORY     - 1966     MONUMENTED       CGS
 AA3593  HISTORY     - 19940408 GOOD             NGS
 AA3593
 AA3593                          STATION DESCRIPTION
 AA3593
 AA3593'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 AA3593'THE STATION IS ON GENERAL LYMAN AIRPORT IN THE TOWN OF HILO ON THE
 AA3593'ISLAND OF HAWAII, WAWAII. THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AA3593'STAMPED -AP 1966 STA C- SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AA3593'WITH THE GROUND.  THE STATION IS LOCATED NEAR RUNWAY END 26, 127.02 FT
 AA3593'(38.72 M) N OF THE RUNWAY CENTERLINE, 57 FT (17.4 M) NE OF THE NE
 AA3593'CORNER OF THE W CABLE HOUSING, 46.4 FT (14.1 M) NW OF THE N THRESHOLD
 AA3593'LIGHT, 33 FT (10.1 M) N OF THE WN CORNER OF THE EASTERLY CONCRETE
 AA3593'CABLE HOUSING AND 1.4 FT (0.4 M) N OF THE N EDGE OF THE RUNWAY BLAST
 AA3593'APRON.
 AA3593
 AA3593                          STATION RECOVERY (1994)
 AA3593
 AA3593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3593'THE STATION IS LOCATED NEAR RUNWAY END 26, 127.02 FEET (38.72 M) NORTH
 AA3593'OF THE RUNWAY CENTERLINE, 57 FEET (17.4 M) NE OF THE NE CORNER OF THE
 AA3593'WESTERLY CABLE HOUSING, 46.4 FT (14.1 M) NW OF THE NORTHERLY THRESHOLD
 AA3593'LIGHT, 33 FEET (10.1 M) NORTH OF THE NW CORNER OF THE EASTERLY
 AA3593'CONCRETE CABLE HOUSING, AND 1.4 FT (0.4 M) NORTH OF THE NORTH EDGE OF
 AA3593'THE RUNWAY BLAST APRON.  A STANDARD TOPO DISK STAMPED AP 1966 STA C,
 AA3593'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2765 ***********************************************************************
 TU2765  DESIGNATION -  IWI O PELE
 TU2765  PID         -  TU2765
 TU2765  STATE/COUNTY-  HI/MAUI
 TU2765  USGS QUAD   -  HANA (1983)
 TU2765
 TU2765                         *CURRENT SURVEY CONTROL
 TU2765  ___________________________________________________________________
 TU2765* NAD 83(1993)-  20 43 50.82548(N)    155 59 18.83975(W)     ADJUSTED  
 TU2765* LOCAL TIDAL -       137.     (meters)     449.     (feet)  SCALED    
 TU2765  ___________________________________________________________________
 TU2765  EPOCH DATE  -        1993.62
 TU2765  LAPLACE CORR-         -15.44  (seconds)                    DEFLEC99
 TU2765  GEOID HEIGHT-          14.50  (meters)                     GEOID03
 TU2765
 TU2765  HORZ ORDER  -  THIRD
 TU2765
 TU2765.The horizontal coordinates were established by classical geodetic methods
 TU2765.and adjusted by the National Geodetic Survey in December 1998..
 TU2765.The horizontal coordinates are valid at the epoch date displayed above.
 TU2765.The epoch date for horizontal control is a decimal equivalence
 TU2765.of Year/Month/Day.
 TU2765
 TU2765.The orthometric height was scaled from a topographic map.
 TU2765
 TU2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2765
 TU2765.The geoid height was determined by GEOID03.
 TU2765
 TU2765;                    North         East     Units Scale Factor Converg.
 TU2765;SPC HI 2     -    44,148.736   570,626.870   MT  1.00002829   +0 14 24.2
 TU2765;UTM  05      - 2,295,228.616   188,741.801   MT  1.00079749   -1 03 31.5
 TU2765;UTM  04      - 2,295,272.828   813,641.418   MT  1.00081590   +1 04 00.7
 TU2765
 TU2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2765!SPC HI 2     -   0.99997619  x   1.00002829  =   1.00000448
 TU2765!UTM  05      -   0.99997619  x   1.00079749  =   1.00077366
 TU2765!UTM  04      -   0.99997619  x   1.00081590  =   1.00079207
 TU2765
 TU2765:                Primary Azimuth Mark                     Grid Az
 TU2765:SPC HI 2     -  KAUIKI RESET                             015 20 05.4
 TU2765:UTM  05      -  KAUIKI RESET                             016 38 01.1
 TU2765:UTM  04      -  KAUIKI RESET                             014 30 28.9
 TU2765
 TU2765|---------------------------------------------------------------------|
 TU2765| PID    Reference Object                     Distance      Geod. Az  |
 TU2765|                                                           dddmmss.s |
 TU2765| TU2772 KAUIKI RESET                        APPROX. 2.7 KM 0153429.6 |
 TU2765|---------------------------------------------------------------------|
 TU2765
 TU2765                          SUPERSEDED SURVEY CONTROL
 TU2765
 TU2765  NAD 83(1986)-  20 43 50.79397(N)    155 59 18.85840(W) AD(       ) 3
 TU2765  OLD HI      -  20 44 03.86000(N)    155 59 29.55000(W) AD(       ) 3
 TU2765
 TU2765.Superseded values are not recommended for survey control.
 TU2765.NGS no longer adjusts projects to the OLD HI datum.
 TU2765.See file dsdata.txt to determine how the superseded data were derived.
 TU2765
 TU2765_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8874295229(NAD 83)
 TU2765_MARKER: W = UNMONUMENTED
 TU2765_SETTING: 0 = UNSPECIFIED SETTING
 TU2765
 TU2765  HISTORY     - Date     Condition        Report By
 TU2765  HISTORY     - 1878     MONUMENTED       HIGS
 TU2765
 TU2765                          STATION DESCRIPTION
 TU2765
 TU2765'DESCRIBED BY HAWAII GEODETIC SURVEY 1878
 TU2765'NEAR EXTREME EASTERN END OF EAST MAUI, ON SUMMIT OF HILL OF SAME
 TU2765'NAME, NEAR THE SOUTHERN END, IN EASTERN HANA, IN THE LAND OF
 TU2765'HANEOO.  MARKED BY REDWOOD POST, REPORTED MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0444 ***********************************************************************
 TU0444  DESIGNATION -  J 10
 TU0444  PID         -  TU0444
 TU0444  STATE/COUNTY-  HI/HONOLULU
 TU0444  USGS QUAD   -  PEARL HARBOR (1983)
 TU0444
 TU0444                         *CURRENT SURVEY CONTROL
 TU0444  ___________________________________________________________________
 TU0444* NAD 83(1986)-  21 19 08.     (N)    157 57 22.     (W)     SCALED    
 TU0444* LOCAL TIDAL -         1.283  (meters)       4.21   (feet)  ADJ UNCH  
 TU0444  ___________________________________________________________________
 TU0444  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU0444
 TU0444  VERT ORDER  -  SECOND    CLASS 0
 TU0444
 TU0444.The horizontal coordinates were scaled from a topographic map and have
 TU0444.an estimated accuracy of +/- 6 seconds.
 TU0444
 TU0444.The orthometric height was key entered from printed documents
 TU0444.and not key verified.
 TU0444
 TU0444.The geoid height was determined by GEOID03.
 TU0444
 TU0444;                    North         East    Units  Estimated Accuracy
 TU0444;SPC HI 3     -    16,860.      504,550.      MT  (+/- 180 meters Scaled)
 TU0444
 TU0444                          SUPERSEDED SURVEY CONTROL
 TU0444
 TU0444.No superseded survey control is available for this station.
 TU0444
 TU0444_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ082577(NAD 83)
 TU0444_MARKER: DB = BENCH MARK DISK
 TU0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0444_SP_SET: SLAB
 TU0444_STAMPING: J 10 1966
 TU0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0444
 TU0444  HISTORY     - Date     Condition        Report By
 TU0444  HISTORY     - 1966     MONUMENTED       CGS
 TU0444  HISTORY     - 20040407 GOOD             GEOCAC
 TU0444
 TU0444                          STATION DESCRIPTION
 TU0444
 TU0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0444'6.4 MI W FROM HONOLULU.
 TU0444'PROCEED 5.1 MILES SOUTHERLY AND WESTERLY ALONG LAGOON DRIVE FROM THE
 TU0444'INTERSECTION OF LAGOON DRIVE AND NIMITZ HIGHWAY, CONTINUE PAST THE
 TU0444'AIRPORT AND INTO THE MILITARY BASE, FORT KAMEHAMEHA, HICKAM AIR FORCE
 TU0444'BASE.  LAGOON DRIVE CHANGES TO WORCHESTER AVENUE AT ABOUT THE ENTRANCE
 TU0444'TO THE MILITARY BASE.  THE DISK IS SET IN THE CONCRETE SLAB SUPPORTING
 TU0444'BATTERY JACKSON FALLOUT SHELTER AT THE WEST EDGE OF THE HAWAII AIR
 TU0444'NATIONAL GUARD AREA AND ON THE EAST SIDE OF WORCHESTER AVENUE. THE
 TU0444'DISK IS SET IN CONCRETE AT THE NORTHWEST CORNER OF THE FALLOUT SHELTER
 TU0444'89 PACES SOUTH OF THE SOUTHERLY OF TWO ROADS LEADING TO THE FORT
 TU0444'KAMEHAMEHA QUARTERS, 42 FEET EAST OF THE CENTER LINE OF WORCHESTER
 TU0444'AVENUE AND 2.5 FEET SOUTH OF THE NORTH EDGE OF CONCRETE SLAB.
 TU0444
 TU0444                          STATION RECOVERY (2004)
 TU0444
 TU0444'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0691 ***********************************************************************
 TU0691  DESIGNATION -  J 1000
 TU0691  PID         -  TU0691
 TU0691  STATE/COUNTY-  HI/KAUAI
 TU0691  USGS QUAD   -  KEKAHA (1983)
 TU0691
 TU0691                         *CURRENT SURVEY CONTROL
 TU0691  ___________________________________________________________________
 TU0691* NAD 83(1986)-  22 00 00.     (N)    159 45 29.     (W)     SCALED    
 TU0691* LOCAL TIDAL -         4.634  (meters)      15.20   (feet)  ADJ UNCH  
 TU0691  ___________________________________________________________________
 TU0691  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 TU0691
 TU0691  VERT ORDER  -  SECOND    CLASS 0
 TU0691
 TU0691.The horizontal coordinates were scaled from a topographic map and have
 TU0691.an estimated accuracy of +/- 6 seconds.
 TU0691
 TU0691.The orthometric height was key entered from printed documents
 TU0691.and not key verified.
 TU0691
 TU0691.The geoid height was determined by GEOID03.
 TU0691
 TU0691;                    North         East    Units  Estimated Accuracy
 TU0691;SPC HI 4     -    18,480.      473,350.      MT  (+/- 180 meters Scaled)
 TU0691
 TU0691                          SUPERSEDED SURVEY CONTROL
 TU0691
 TU0691.No superseded survey control is available for this station.
 TU0691
 TU0691_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK217330(NAD 83)
 TU0691_MARKER: DB = BENCH MARK DISK
 TU0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0691_STAMPING: J 1000 1964
 TU0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0691+STABILITY: SURFACE MOTION
 TU0691
 TU0691  HISTORY     - Date     Condition        Report By
 TU0691  HISTORY     - 1964     MONUMENTED       CGS
 TU0691  HISTORY     - 1966     GOOD             NGS
 TU0691  HISTORY     - 19970108 MARK NOT FOUND   USPSQD
 TU0691
 TU0691                          STATION DESCRIPTION
 TU0691
 TU0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0691'3.5 MI NW FROM KEKAHA.
 TU0691'LOCATED 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 TU0691'OF STATE HIGHWAYS 50 AND 55 AT KEKAHA, 46.0 FEET SOUTHWEST OF
 TU0691'CENTERLINE OF STATE HIGHWAY 50, 13.5 FEET NORTHEAST OF A FENCELINE,
 TU0691'1.5 FEET NORTHWEST OF TELEPHONE POLE NO. 53, WHICH IS THE SECOND
 TU0691'TELEPHONE POLE NORTHWEST FROM A T-FENCE JUNCTION, 0.2 MILE SOUTHEAST
 TU0691'OF A DIRT CROSSROAD, AND SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE
 TU0691'MONUMENT THAT PROJECTS 8 INCHES ABOVE GROUND.  THE MONUMENT IS USUALLY
 TU0691'HIDDEN BY TALL GRASS.  NOTE-- THE DISTANCE 60 FEET SOUTHWEST OF THE
 TU0691'PAINTED CENTERLINE OF STATE HIGHWAY 50 GIVEN IN THE ORIGINAL
 TU0691'DESCRIPTION IS INCORRECT.
 TU0691
 TU0691                          STATION RECOVERY (1997)
 TU0691
 TU0691'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0691'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0812 ***********************************************************************
 TU0812  DESIGNATION -  J 1002
 TU0812  PID         -  TU0812
 TU0812  STATE/COUNTY-  HI/KAUAI
 TU0812  USGS QUAD   -  MAKAHA POINT (1983)
 TU0812
 TU0812                         *CURRENT SURVEY CONTROL
 TU0812  ___________________________________________________________________
 TU0812* NAD 83(1986)-  22 07 33.     (N)    159 42 45.     (W)     SCALED    
 TU0812* LOCAL TIDAL -       682.234  (meters)    2238.30   (feet)  ADJ UNCH  
 TU0812  ___________________________________________________________________
 TU0812  GEOID HEIGHT-          16.31  (meters)                     GEOID03
 TU0812
 TU0812  VERT ORDER  -  SECOND    CLASS 0
 TU0812
 TU0812.The horizontal coordinates were scaled from a topographic map and have
 TU0812.an estimated accuracy of +/- 6 seconds.
 TU0812
 TU0812.The orthometric height was key entered from printed documents
 TU0812.and not key verified.
 TU0812
 TU0812.The geoid height was determined by GEOID03.
 TU0812
 TU0812;                    North         East    Units  Estimated Accuracy
 TU0812;SPC HI 4     -    32,400.      478,080.      MT  (+/- 180 meters Scaled)
 TU0812
 TU0812                          SUPERSEDED SURVEY CONTROL
 TU0812
 TU0812.No superseded survey control is available for this station.
 TU0812
 TU0812_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK265469(NAD 83)
 TU0812_MARKER: DB = BENCH MARK DISK
 TU0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0812_STAMPING: J 1002 1966
 TU0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0812+STABILITY: SURFACE MOTION
 TU0812
 TU0812  HISTORY     - Date     Condition        Report By
 TU0812  HISTORY     - 1966     MONUMENTED       CGS
 TU0812  HISTORY     - 19980813 GOOD             USPSQD
 TU0812
 TU0812                          STATION DESCRIPTION
 TU0812
 TU0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0812'18.7 MI N FROM KEKAHA.
 TU0812'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0812'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 3.2 MILES WEST ALONG AN ASPHALT
 TU0812'ROAD, 75 FEET NORTH OF THE CENTER OF THE ASPHALT ROAD, 12 FEET
 TU0812'WEST-SOUTHWEST OF THE CENTER OF A TRACK ROAD, 3 1/2 FEET WEST OF A
 TU0812'POWER POLE, 3 FEET NORTH-NORTHEAST OF A 4 BY 4-INCH WHITE WITNESS POST
 TU0812'AND SIGN, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TU0812'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0812
 TU0812                          STATION RECOVERY (1998)
 TU0812
 TU0812'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0328 ***********************************************************************
 TU0328  DESIGNATION -  J 11
 TU0328  PID         -  TU0328
 TU0328  STATE/COUNTY-  HI/HONOLULU
 TU0328  USGS QUAD   -  KOKO HEAD (1983)
 TU0328
 TU0328                         *CURRENT SURVEY CONTROL
 TU0328  ___________________________________________________________________
 TU0328* NAD 83(1986)-  21 17 10.     (N)    157 43 17.     (W)     SCALED    
 TU0328* LOCAL TIDAL -         3.516  (meters)      11.54   (feet)  ADJ UNCH  
 TU0328  ___________________________________________________________________
 TU0328  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU0328
 TU0328  VERT ORDER  -  FIRST     CLASS II
 TU0328
 TU0328.The horizontal coordinates were scaled from a topographic map and have
 TU0328.an estimated accuracy of +/- 6 seconds.
 TU0328
 TU0328.The orthometric height was key entered from printed documents
 TU0328.and not key verified.
 TU0328
 TU0328.The geoid height was determined by GEOID03.
 TU0328
 TU0328;                    North         East    Units  Estimated Accuracy
 TU0328;SPC HI 3     -    13,250.      528,910.      MT  (+/- 180 meters Scaled)
 TU0328
 TU0328                          SUPERSEDED SURVEY CONTROL
 TU0328
 TU0328.No superseded survey control is available for this station.
 TU0328
 TU0328_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ326543(NAD 83)
 TU0328_MARKER: DB = BENCH MARK DISK
 TU0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0328_SP_SET: BRIDGE
 TU0328_STAMPING: J 11 1969
 TU0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0328
 TU0328  HISTORY     - Date     Condition        Report By
 TU0328  HISTORY     - 1969     MONUMENTED       CGS
 TU0328
 TU0328                          STATION DESCRIPTION
 TU0328
 TU0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0328'2.4 MI NE FROM AINA HAINA.
 TU0328'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST
 TU0328'HIND DRIVE AT AINA HAINA, NEAR THE JUNCTION OF BAY STREET LEADING TO
 TU0328'KULIOUOU BEACH PARK, IN THE TOP OF THE SOUTHEAST RETAINING WALL OF
 TU0328'KULIOUOU STREAM BRIDGE, 102.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TU0328'STREET, 22.8 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST BOUND
 TU0328'LANES OF THE HIGHWAY, 2.0 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 TU0328'WALL, 4.4 FEET SOUTHWEST OF THE NORTHEAST END OF THE WALL, 24.5 FEET
 TU0328'WEST-SOUTHWEST OF TELEPHONE POLE 212, AND ABOUT 3 FEET HIGHER THAN THE
 TU0328'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0467 ***********************************************************************
 TU0467  DESIGNATION -  J 12
 TU0467  PID         -  TU0467
 TU0467  STATE/COUNTY-  HI/HONOLULU
 TU0467  USGS QUAD   -  HONOLULU (1983)
 TU0467
 TU0467                         *CURRENT SURVEY CONTROL
 TU0467  ___________________________________________________________________
 TU0467* NAD 83(1986)-  21 18 29.     (N)    157 48 58.     (W)     SCALED    
 TU0467* LOCAL TIDAL -        53.845  (meters)     176.66   (feet)  ADJ UNCH  
 TU0467  ___________________________________________________________________
 TU0467  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU0467
 TU0467  VERT ORDER  -  FIRST     CLASS II
 TU0467
 TU0467.The horizontal coordinates were scaled from a topographic map and have
 TU0467.an estimated accuracy of +/- 6 seconds.
 TU0467
 TU0467.The orthometric height was key entered from printed documents
 TU0467.and not key verified.
 TU0467
 TU0467.The geoid height was determined by GEOID03.
 TU0467
 TU0467;                    North         East    Units  Estimated Accuracy
 TU0467;SPC HI 3     -    15,670.      519,080.      MT  (+/- 180 meters Scaled)
 TU0467
 TU0467                          SUPERSEDED SURVEY CONTROL
 TU0467
 TU0467.No superseded survey control is available for this station.
 TU0467
 TU0467_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ227567(NAD 83)
 TU0467_MARKER: DB = BENCH MARK DISK
 TU0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0467_SP_SET: STORM DRAIN
 TU0467_STAMPING: J 12 1969
 TU0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0467
 TU0467  HISTORY     - Date     Condition        Report By
 TU0467  HISTORY     - 1969     MONUMENTED       CGS
 TU0467  HISTORY     - 19990721 GOOD             USPSQD
 TU0467
 TU0467                          STATION DESCRIPTION
 TU0467
 TU0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0467'IN HONOLULU.
 TU0467'AT HONOLULU, 0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM THE POST
 TU0467'OFFICE, THENCE 1.75 MILES SOUTHEAST ALONG BERETANIA STREET, THENCE
 TU0467'0.55 MILE NORTH ALONG PUNAHOU STREET, THENCE 0.5 MILE NORTHEAST ALONG
 TU0467'MANOA ROAD, THENCE 0.55 MILE NORTHEAST ALONG EAST MANOA ROAD, AT THE
 TU0467'INTERSECTION OF OAHU AVENUE, IN THE TOP OF THE SOUTHWEST CORNER OF A
 TU0467'CONCRETE STORM DRAIN, 35.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 TU0467'24.0 FEET EAST OF THE CENTER LINE OF THE AVENUE, 26.2 FEET SOUTHWEST
 TU0467'OF A TRAFFIC LIGHT POLE, 9 1/2 FEET NORTH OF THE CENTER OF A 50-INCH
 TU0467'MONKEY POD TREE, 2.1 FEET SOUTHWEST OF THE CENTER OF A 2-FOOT MANHOLE
 TU0467'COVER OVER THE DRAIN, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 TU0467
 TU0467                          STATION RECOVERY (1999)
 TU0467
 TU0467'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0255 ***********************************************************************
 TU0255  DESIGNATION -  J 13
 TU0255  PID         -  TU0255
 TU0255  STATE/COUNTY-  HI/HONOLULU
 TU0255  USGS QUAD   -  PEARL HARBOR (1983)
 TU0255
 TU0255                         *CURRENT SURVEY CONTROL
 TU0255  ___________________________________________________________________
 TU0255* NAD 83(1986)-  21 21 22.     (N)    157 56 09.     (W)     SCALED    
 TU0255* LOCAL TIDAL -        14.899  (meters)      48.88   (feet)  ADJ UNCH  
 TU0255  ___________________________________________________________________
 TU0255  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU0255
 TU0255  VERT ORDER  -  FIRST     CLASS II
 TU0255
 TU0255.The horizontal coordinates were scaled from a topographic map and have
 TU0255.an estimated accuracy of +/- 6 seconds.
 TU0255
 TU0255.The orthometric height was key entered from printed documents
 TU0255.and not key verified.
 TU0255
 TU0255.The geoid height was determined by GEOID03.
 TU0255
 TU0255;                    North         East    Units  Estimated Accuracy
 TU0255;SPC HI 3     -    20,980.      506,660.      MT  (+/- 180 meters Scaled)
 TU0255
 TU0255                          SUPERSEDED SURVEY CONTROL
 TU0255
 TU0255.No superseded survey control is available for this station.
 TU0255
 TU0255_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ103619(NAD 83)
 TU0255_MARKER: DB = BENCH MARK DISK
 TU0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0255_SP_SET: FOUNDATION
 TU0255_STAMPING: J 13 1969
 TU0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0255
 TU0255  HISTORY     - Date     Condition        Report By
 TU0255  HISTORY     - 1969     MONUMENTED       CGS
 TU0255  HISTORY     - 1982     GOOD             USGS
 TU0255
 TU0255                          STATION DESCRIPTION
 TU0255
 TU0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0255'4.45 MI SE FROM PEARL CITY.
 TU0255'4.45 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0255'WAIMANO HOME ROAD AT PEARL CITY, 7.15 MILES NORTHWEST OF THE POST
 TU0255'OFFICE AT HONOLULU, IN THE TOP OF THE NORTH CORNER OF A 5- BY 5-FOOT
 TU0255'CONCRETE FOUNDATION FOR A SEWER, 6.8 FEET NORTHEAST OF THE NORTHEAST
 TU0255'CURB OF THE HIGHWAY, 164.5 FEET NORTHWEST OF THE NORTHWEST FACE OF A
 TU0255'CONCRETE STRUCTURE FOR A WALKWAY UNDER THE HIGHWAY, 2.9 FEET NORTH OF
 TU0255'THE CENTER OF A MANHOLE COVER, 34.0 FEET SOUTH OF THE SOUTHWEST CORNER
 TU0255'OF A FRAME HOUSE WITH A CONCRETE FOUNDATION, 3.1 FEET SOUTHWEST OF THE
 TU0255'SOUTHWEST EDGE OF A SIDEWALK, 151.0 FEET WEST-NORTHWEST OF FIRE
 TU0255'HYDRANT NO. 932, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 TU0255
 TU0255                          STATION RECOVERY (1982)
 TU0255
 TU0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TU0255'151.0 FEET WEST-NORTHWEST OF FIRE HYDRANT NO. 932,...SHOULD
 TU0255'READ:....240.0 FEET WEST -NORTHWEST OF FIRE HYDRANT NO 932...
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0627 ***********************************************************************
 TU0627  DESIGNATION -  J 14
 TU0627  PID         -  TU0627
 TU0627  STATE/COUNTY-  HI/HONOLULU
 TU0627  USGS QUAD   -  EWA (1983)
 TU0627
 TU0627                         *CURRENT SURVEY CONTROL
 TU0627  ___________________________________________________________________
 TU0627* NAD 83(1986)-  21 19 28.     (N)    158 04 13.     (W)     SCALED    
 TU0627* LOCAL TIDAL -        16.601  (meters)      54.47   (feet)  ADJ UNCH  
 TU0627  ___________________________________________________________________
 TU0627  GEOID HEIGHT-          15.30  (meters)                     GEOID03
 TU0627
 TU0627  VERT ORDER  -  FIRST     CLASS II
 TU0627
 TU0627.The horizontal coordinates were scaled from a topographic map and have
 TU0627.an estimated accuracy of +/- 6 seconds.
 TU0627
 TU0627.The orthometric height was key entered from printed documents
 TU0627.and not key verified.
 TU0627
 TU0627.The geoid height was determined by GEOID03.
 TU0627
 TU0627;                    North         East    Units  Estimated Accuracy
 TU0627;SPC HI 3     -    17,470.      492,710.      MT  (+/- 180 meters Scaled)
 TU0627
 TU0627                          SUPERSEDED SURVEY CONTROL
 TU0627
 TU0627.No superseded survey control is available for this station.
 TU0627
 TU0627_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ964583(NAD 83)
 TU0627_MARKER: DB = BENCH MARK DISK
 TU0627_SETTING: 80 = SET IN A BOULDER
 TU0627_SP_SET: BOULDER
 TU0627_STAMPING: J 14 1969
 TU0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0627+STABILITY: SURFACE MOTION
 TU0627
 TU0627  HISTORY     - Date     Condition        Report By
 TU0627  HISTORY     - 1969     MONUMENTED       CGS
 TU0627  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0627
 TU0627                          STATION DESCRIPTION
 TU0627
 TU0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0627'2.7 MI SW FROM EWA.
 TU0627'2.7 MILES SOUTHWEST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA, 0.1
 TU0627'MILE WEST OF THE MAIN GATE TO BARBERS POINT NAVAL AIR STATION, ACROSS
 TU0627'THE ROAD FROM THE SOUTHWEST CORNER OF A HUGE ABANDONED ROCK QUARRY NOW
 TU0627'BEING USED FOR JUNKED CARS, IN THE TOP OF A 3- BY 6-FOOT CORAL BOULDER
 TU0627'ABOUT LEVEL WITH THE GROUND, 16.0 FEET SOUTH OF THE CENTER LINE OF THE
 TU0627'ROAD, 3.1 FEET SOUTH OF POWER POLE 242, 11.0 FEET NORTH OF THE NORTH
 TU0627'RAIL OF A RAILROAD TRACK, ABOUT 35 YARDS EAST OF THE JUNCTION OF
 TU0627'GRAVELED ROADS NORTH AND WEST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 TU0627
 TU0627                          STATION RECOVERY (2006)
 TU0627
 TU0627'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0627'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0546 ***********************************************************************
 TU0546  DESIGNATION -  J 15
 TU0546  PID         -  TU0546
 TU0546  STATE/COUNTY-  HI/HONOLULU
 TU0546  USGS QUAD   -  KAENA (1983)
 TU0546
 TU0546                         *CURRENT SURVEY CONTROL
 TU0546  ___________________________________________________________________
 TU0546* NAD 83(1986)-  21 34 40.     (N)    158 10 13.     (W)     SCALED    
 TU0546* LOCAL TIDAL -         3.431  (meters)      11.26   (feet)  ADJ UNCH  
 TU0546  ___________________________________________________________________
 TU0546  GEOID HEIGHT-          14.81  (meters)                     GEOID03
 TU0546
 TU0546  VERT ORDER  -  FIRST     CLASS II
 TU0546
 TU0546.The horizontal coordinates were scaled from a topographic map and have
 TU0546.an estimated accuracy of +/- 6 seconds.
 TU0546
 TU0546.The orthometric height was key entered from printed documents
 TU0546.and not key verified.
 TU0546
 TU0546.The geoid height was determined by GEOID03.
 TU0546
 TU0546;                    North         East    Units  Estimated Accuracy
 TU0546;SPC HI 3     -    45,530.      482,370.      MT  (+/- 180 meters Scaled)
 TU0546
 TU0546                          SUPERSEDED SURVEY CONTROL
 TU0546
 TU0546.No superseded survey control is available for this station.
 TU0546
 TU0546_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ858863(NAD 83)
 TU0546_MARKER: DB = BENCH MARK DISK
 TU0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0546_SP_SET: ABUTMENT
 TU0546_STAMPING: J 15 1969
 TU0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0546+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 TU0546
 TU0546  HISTORY     - Date     Condition        Report By
 TU0546  HISTORY     - 1969     MONUMENTED       CGS
 TU0546  HISTORY     - 20031103 GOOD             TERRSV
 TU0546
 TU0546                          STATION DESCRIPTION
 TU0546
 TU0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0546'3.9 MI W FROM WAIALUA.
 TU0546'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0546'THENCE 3.4 MILES WEST ALONG STATE HIGHWAY 99, IN THE TOP OF THE
 TU0546'NORTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER KAPALAAU STREAM, 17.0
 TU0546'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT SOUTHWEST
 TU0546'OF A CONCRETE BANISTER, 13.6 FEET EAST OF TELEPHONE POLE 89, 2.7 FEET
 TU0546'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE, AND ABOUT 1/2 FOOT
 TU0546'HIGHER THAN THE HIGHWAY.
 TU0546
 TU0546                          STATION RECOVERY (2003)
 TU0546
 TU0546'RECOVERY NOTE BY TERRA SURV 2003 (JVH)
 TU0546'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0475 ***********************************************************************
 TU0475  DESIGNATION -  J 16
 TU0475  PID         -  TU0475
 TU0475  STATE/COUNTY-  HI/HONOLULU
 TU0475  USGS QUAD   -  KAHANA (1983)
 TU0475
 TU0475                         *CURRENT SURVEY CONTROL
 TU0475  ___________________________________________________________________
 TU0475* NAD 83(1986)-  21 30 51.     (N)    157 50 43.     (W)     SCALED    
 TU0475* LOCAL TIDAL -        10.427  (meters)      34.21   (feet)  ADJ UNCH  
 TU0475  ___________________________________________________________________
 TU0475  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU0475
 TU0475  VERT ORDER  -  FIRST     CLASS II
 TU0475
 TU0475.The horizontal coordinates were scaled from a topographic map and have
 TU0475.an estimated accuracy of +/- 6 seconds.
 TU0475
 TU0475.The orthometric height was key entered from printed documents
 TU0475.and not key verified.
 TU0475
 TU0475.The geoid height was determined by GEOID03.
 TU0475
 TU0475;                    North         East    Units  Estimated Accuracy
 TU0475;SPC HI 3     -    38,480.      516,030.      MT  (+/- 180 meters Scaled)
 TU0475
 TU0475                          SUPERSEDED SURVEY CONTROL
 TU0475
 TU0475.No superseded survey control is available for this station.
 TU0475
 TU0475_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ195794(NAD 83)
 TU0475_MARKER: DB = BENCH MARK DISK
 TU0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0475_SP_SET: CULVERT
 TU0475_STAMPING: J 16 1969
 TU0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0475
 TU0475  HISTORY     - Date     Condition        Report By
 TU0475  HISTORY     - 1969     MONUMENTED       CGS
 TU0475
 TU0475                          STATION DESCRIPTION
 TU0475
 TU0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0475'3.85 MI SE FROM KAAAWA.
 TU0475'3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0475'KAAAWA, 9.6 MILES NORTHWEST OF KANEOHE, IN THE TOP AND 1.6 FEET
 TU0475'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 36-INCH
 TU0475'PIPE CULVERT, 18.9 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 TU0475'83 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY SOUTHEAST TO A CAR
 TU0475'PORT, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0420 ***********************************************************************
 TU0420  DESIGNATION -  J 2
 TU0420  PID         -  TU0420
 TU0420  STATE/COUNTY-  HI/HONOLULU
 TU0420  USGS QUAD   -  HONOLULU (1983)
 TU0420
 TU0420                         *CURRENT SURVEY CONTROL
 TU0420  ___________________________________________________________________
 TU0420* NAD 83(1986)-  21 17 18.     (N)    157 48 32.     (W)     SCALED    
 TU0420* LOCAL TIDAL -        24.569  (meters)      80.61   (feet)  ADJ UNCH  
 TU0420  ___________________________________________________________________
 TU0420  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU0420
 TU0420  VERT ORDER  -  FIRST     CLASS II
 TU0420
 TU0420.The horizontal coordinates were scaled from a topographic map and have
 TU0420.an estimated accuracy of +/- 6 seconds.
 TU0420
 TU0420.The orthometric height was key entered from printed documents
 TU0420.and not key verified.
 TU0420
 TU0420.The geoid height was determined by GEOID03.
 TU0420
 TU0420;                    North         East    Units  Estimated Accuracy
 TU0420;SPC HI 3     -    13,480.      519,830.      MT  (+/- 180 meters Scaled)
 TU0420
 TU0420                          SUPERSEDED SURVEY CONTROL
 TU0420
 TU0420.No superseded survey control is available for this station.
 TU0420
 TU0420_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ235545(NAD 83)
 TU0420_MARKER: DB = BENCH MARK DISK
 TU0420_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0420_SP_SET: BRIDGE
 TU0420_STAMPING: J 2
 TU0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0420
 TU0420  HISTORY     - Date     Condition        Report By
 TU0420  HISTORY     - UNK      MONUMENTED       CGS
 TU0420  HISTORY     - 1962     GOOD             NGS
 TU0420  HISTORY     - 1969     GOOD             NGS
 TU0420  HISTORY     - 19990422 GOOD             USPSQD
 TU0420
 TU0420                          STATION DESCRIPTION
 TU0420
 TU0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0420'IN HONOLULU.
 TU0420'3.8 MILES SOUTHEAST ALONG S. KING STREET AND WAIALAE AVENUE FROM THE
 TU0420'FEDERAL BUILDING IN HONOLULU, THENCE 50 YARDS NORTHEAST ON THIRD
 TU0420'AVENUE.  AT THE ENTRANCE TO ST. LOUIS HIGH SCHOOL AND CHAMINADE
 TU0420'COLLEGE, IN THE SOUTHWEST END OF THE CONCRETE RETAINING WALL ON
 TU0420'NORTHWEST SIDE OF BRIDGE, 8.1 FEET NORTHWEST OF A SILVER, 3-INCH PIPE
 TU0420'GATEPOST, 1.8 FEET NORTHEAST OF END OF RETAINING WALL, AND CEMENTED IN
 TU0420'A DRILL HOLE IN A SLIGHT DEPRESSION CHISELED INTO THE PEAKED TOP OF
 TU0420'THE RETAINING WALL.
 TU0420
 TU0420                          STATION RECOVERY (1969)
 TU0420
 TU0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0420'RECOVERED IN GOOD CONDITION.
 TU0420
 TU0420                          STATION RECOVERY (1999)
 TU0420
 TU0420'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0054 ***********************************************************************
 TU0054  DESIGNATION -  J 20
 TU0054  PID         -  TU0054
 TU0054  STATE/COUNTY-  HI/HAWAII
 TU0054  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0054
 TU0054                         *CURRENT SURVEY CONTROL
 TU0054  ___________________________________________________________________
 TU0054* NAD 83(1986)-  19 36 15.     (N)    155 03 06.     (W)     SCALED    
 TU0054* LOCAL TIDAL -       181.983  (meters)     597.06   (feet)  ADJ UNCH  
 TU0054  ___________________________________________________________________
 TU0054  GEOID HEIGHT-          18.18  (meters)                     GEOID03
 TU0054
 TU0054  VERT ORDER  -  FIRST     CLASS I
 TU0054
 TU0054.The horizontal coordinates were scaled from a topographic map and have
 TU0054.an estimated accuracy of +/- 6 seconds.
 TU0054
 TU0054.The orthometric height was key entered from printed documents
 TU0054.and not key verified.
 TU0054
 TU0054.The geoid height was determined by GEOID03.
 TU0054
 TU0054;                    North         East    Units  Estimated Accuracy
 TU0054;SPC HI 1     -    85,390.      547,030.      MT  (+/- 180 meters Scaled)
 TU0054
 TU0054                          SUPERSEDED SURVEY CONTROL
 TU0054
 TU0054.No superseded survey control is available for this station.
 TU0054
 TU0054_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB848689(NAD 83)
 TU0054_MARKER: DB = BENCH MARK DISK
 TU0054_SETTING: 66 = SET IN ROCK OUTCROP
 TU0054_SP_SET: LAVA OUTCROP
 TU0054_STAMPING: J 20 1975
 TU0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0054+STABILITY: POSITION/ELEVATION WELL
 TU0054
 TU0054  HISTORY     - Date     Condition        Report By
 TU0054  HISTORY     - 1975     MONUMENTED       NGS
 TU0054
 TU0054                          STATION DESCRIPTION
 TU0054
 TU0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0054'1.5 MI SW FROM KEAAU.
 TU0054'0.45 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN KEAAU,
 TU0054'THENCE 1.05 MILES SOUTHWEST ALONG STATE HIGHWAY 11 TO A LAVA OUTCROP
 TU0054'ON THE WEST SIDE OF ST. HWY. 11, 0.10 MILE SOUTHWEST AND ACROSS HWY.
 TU0054'FROM THE KAPU WATER PUMPING STATION, 35.0 FEET NORTHWEST OF THE
 TU0054'CENTERLINE OF ST. HWY. 11, 92.0 FEET NORTHEAST OF A POWER POLE WITH
 TU0054'ONE GUY WIRE NO. 135, IN TOP OF A LAVA OUTCROP 3 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0164 ***********************************************************************
 TU0164  DESIGNATION -  J 21
 TU0164  PID         -  TU0164
 TU0164  STATE/COUNTY-  HI/HAWAII
 TU0164  USGS QUAD   -  KOKOOLAU (1982)
 TU0164
 TU0164                         *CURRENT SURVEY CONTROL
 TU0164  ___________________________________________________________________
 TU0164* NAD 83(1986)-  19 31 25.     (N)    155 30 08.     (W)     SCALED    
 TU0164* LOCAL TIDAL -      3355.061  (meters)   11007.40   (feet)  ADJ UNCH  
 TU0164  ___________________________________________________________________
 TU0164  GEOID HEIGHT-          27.54  (meters)                     GEOID03
 TU0164
 TU0164  VERT ORDER  -  FIRST     CLASS I
 TU0164
 TU0164.The horizontal coordinates were scaled from a topographic map and have
 TU0164.an estimated accuracy of +/- 6 seconds.
 TU0164
 TU0164.The orthometric height was key entered from printed documents
 TU0164.and not key verified.
 TU0164
 TU0164.The geoid height was determined by GEOID03.
 TU0164
 TU0164;                    North         East    Units  Estimated Accuracy
 TU0164;SPC HI 1     -    76,410.      499,770.      MT  (+/- 180 meters Scaled)
 TU0164
 TU0164                          SUPERSEDED SURVEY CONTROL
 TU0164
 TU0164.No superseded survey control is available for this station.
 TU0164
 TU0164_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB374606(NAD 83)
 TU0164_MARKER: DB = BENCH MARK DISK
 TU0164_SETTING: 66 = SET IN ROCK OUTCROP
 TU0164_SP_SET: LAVA OUTCROP
 TU0164_STAMPING: J 21 1975
 TU0164_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0164+STABILITY: POSITION/ELEVATION WELL
 TU0164
 TU0164  HISTORY     - Date     Condition        Report By
 TU0164  HISTORY     - 1975     MONUMENTED       NGS
 TU0164
 TU0164                          STATION DESCRIPTION
 TU0164
 TU0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0164'25.0 MI SW FROM VOLCANO.
 TU0164'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0164'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0164'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG THE MAUNA LOA ROAD,
 TU0164'CONTINUE 9.45 MILES SOUTHWESTERLY ALONG MAUNA LOA TRAIL FROM THE END
 TU0164'OF THE ROAD TO MARK ON RIGHT, IN TOP OF A LAVA OUTCROP, 27.5 FEET
 TU0164'NORTHWEST AND UP HILL FROM THE CENTER OF TRAIL, 33.0 FEET NORTH OF A
 TU0164'LARGE CAIRN TRAIL MARKER, 6 INCHES SOUTH OF A SMALL CAIRN, APPROX.
 TU0164'63.0 FEET WEST OF THE 11000 FOOT LEVEL SIGN, AND ABOUT 6 FEET ABOVE
 TU0164'TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0858 ***********************************************************************
 TU0858  DESIGNATION -  J 22
 TU0858  PID         -  TU0858
 TU0858  STATE/COUNTY-  HI/MAUI
 TU0858  USGS QUAD   -  WAILUKU (1997)
 TU0858
 TU0858                         *CURRENT SURVEY CONTROL
 TU0858  ___________________________________________________________________
 TU0858* NAD 83(1986)-  20 50 15.     (N)    156 27 53.     (W)     SCALED    
 TU0858* LOCAL TIDAL -        35.249  (meters)     115.65   (feet)  ADJUSTED  
 TU0858  ___________________________________________________________________
 TU0858  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 TU0858
 TU0858  VERT ORDER  -  FIRST     CLASS I
 TU0858
 TU0858.The horizontal coordinates were scaled from a topographic map and have
 TU0858.an estimated accuracy of +/- 6 seconds.
 TU0858
 TU0858.The orthometric height was determined by differential leveling
 TU0858.and adjusted by the National Geodetic Survey in December 2003..
 TU0858
 TU0858.The geoid height was determined by GEOID03.
 TU0858
 TU0858;                    North         East    Units  Estimated Accuracy
 TU0858;SPC HI 2     -    55,830.      521,020.      MT  (+/- 180 meters Scaled)
 TU0858
 TU0858                          SUPERSEDED SURVEY CONTROL
 TU0858
 TU0858.No superseded survey control is available for this station.
 TU0858
 TU0858_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ638062(NAD 83)
 TU0858_MARKER: DV = VERTICAL CONTROL DISK
 TU0858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TU0858_SP_SET: HEADWALL
 TU0858_STAMPING: J 22 1979
 TU0858_MARK LOGO: NGS   
 TU0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0858+STABILITY: SURFACE MOTION
 TU0858
 TU0858  HISTORY     - Date     Condition        Report By
 TU0858  HISTORY     - 1979     MONUMENTED       NGS
 TU0858
 TU0858                          STATION DESCRIPTION
 TU0858
 TU0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0858'2.1 MILES SOUTH ALONG STATE HIGHWAY 35 FROM THE POST OFFICE IN
 TU0858'PUUNENE.  SET IN TOP OF THE NORTHWEST BRIDGE ABUTMENT OF THE HIGHWAY
 TU0858'BRIDGE OVER PULEHU GULCH, 1.5 FEET SOUTH OF A 2X2 FOOT ROCK CONCRETE
 TU0858'ABUTMENT, AND 19 FEET WEST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0892 ***********************************************************************
 TU0892  DESIGNATION -  J 23
 TU0892  PID         -  TU0892
 TU0892  STATE/COUNTY-  HI/MAUI
 TU0892  USGS QUAD   -  MAKENA (1995)
 TU0892
 TU0892                         *CURRENT SURVEY CONTROL
 TU0892  ___________________________________________________________________
 TU0892* NAD 83(1986)-  20 39 50.     (N)    156 23 58.     (W)     SCALED    
 TU0892* LOCAL TIDAL -       548.653  (meters)    1800.04   (feet)  ADJUSTED  
 TU0892  ___________________________________________________________________
 TU0892  GEOID HEIGHT-          16.95  (meters)                     GEOID03
 TU0892
 TU0892  VERT ORDER  -  FIRST     CLASS I
 TU0892
 TU0892.The horizontal coordinates were scaled from a topographic map and have
 TU0892.an estimated accuracy of +/- 6 seconds.
 TU0892
 TU0892.The orthometric height was determined by differential leveling
 TU0892.and adjusted by the National Geodetic Survey in December 2003..
 TU0892
 TU0892.The geoid height was determined by GEOID03.
 TU0892
 TU0892;                    North         East    Units  Estimated Accuracy
 TU0892;SPC HI 2     -    36,620.      527,840.      MT  (+/- 180 meters Scaled)
 TU0892
 TU0892                          SUPERSEDED SURVEY CONTROL
 TU0892
 TU0892.No superseded survey control is available for this station.
 TU0892
 TU0892_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH709871(NAD 83)
 TU0892_MARKER: DV = VERTICAL CONTROL DISK
 TU0892_SETTING: 66 = SET IN ROCK OUTCROP
 TU0892_SP_SET: SET IN ROCK OUTCROP
 TU0892_STAMPING: J 23 1979
 TU0892_MARK LOGO: NGS   
 TU0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0892+STABILITY: POSITION/ELEVATION WELL
 TU0892
 TU0892  HISTORY     - Date     Condition        Report By
 TU0892  HISTORY     - 1979     MONUMENTED       NGS
 TU0892
 TU0892                          STATION DESCRIPTION
 TU0892
 TU0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0892'5.8 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0892'IN MAKENA, AT THE JUNCTION OF STATE HIGHWAYS 31 AND 37, SET IN TOP AND
 TU0892'1 FOOT NORTH OF THE SOUTH END OF A RETAINING WALL, 33 FEET NORTH OF
 TU0892'THE CENTER OF HIGHWAY 31 AND 18 FEET WEST OF THE CENTER OF HIGHWAY 37.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0921 ***********************************************************************
 TU0921  DESIGNATION -  J 24
 TU0921  PID         -  TU0921
 TU0921  STATE/COUNTY-  HI/MAUI
 TU0921  USGS QUAD   -  PAIA (1997)
 TU0921
 TU0921                         *CURRENT SURVEY CONTROL
 TU0921  ___________________________________________________________________
 TU0921* NAD 83(1986)-  20 53 16.     (N)    156 25 38.     (W)     SCALED    
 TU0921* LOCAL TIDAL -        26.470  (meters)      86.84   (feet)  ADJUSTED  
 TU0921  ___________________________________________________________________
 TU0921  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0921
 TU0921  VERT ORDER  -  FIRST     CLASS I
 TU0921
 TU0921.The horizontal coordinates were scaled from a topographic map and have
 TU0921.an estimated accuracy of +/- 6 seconds.
 TU0921
 TU0921.The orthometric height was determined by differential leveling
 TU0921.and adjusted by the National Geodetic Survey in December 2003..
 TU0921
 TU0921.The geoid height was determined by GEOID03.
 TU0921
 TU0921;                    North         East    Units  Estimated Accuracy
 TU0921;SPC HI 2     -    61,400.      524,910.      MT  (+/- 180 meters Scaled)
 TU0921
 TU0921                          SUPERSEDED SURVEY CONTROL
 TU0921
 TU0921.No superseded survey control is available for this station.
 TU0921
 TU0921_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ676118(NAD 83)
 TU0921_MARKER: DV = VERTICAL CONTROL DISK
 TU0921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0921_SP_SET: BRIDGE ABUTMENT
 TU0921_STAMPING: J 24 1979
 TU0921_MARK LOGO: NGS   
 TU0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0921
 TU0921  HISTORY     - Date     Condition        Report By
 TU0921  HISTORY     - 1979     MONUMENTED       NGS
 TU0921
 TU0921                          STATION DESCRIPTION
 TU0921
 TU0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0921'3.2 MILES EAST ALONG STATE HIGHWAY 36 FROM THE JUNCTION OF STATE
 TU0921'HIGHWAYS 36, 35 AND 32 IN KAHULUI, AND THENCE NORTH ALONG STATE
 TU0921'HIGHWAY 396 FOR 0.05 MILE, SET IN THE TOP AND 1 FOOT SOUTH OF THE
 TU0921'NORTH END OF THE EAST HEADWALL FOR A BRIDGE OVER A CANAL, 19 FEET EAST
 TU0921'OF THE CENTER OF THE HIGHWAY, AND 1 FOOT WEST OF THE NORTH END OF THE
 TU0921'BRIDGE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0581 ***********************************************************************
 TU0581  DESIGNATION -  J 245
 TU0581  PID         -  TU0581
 TU0581  STATE/COUNTY-  HI/HONOLULU
 TU0581  USGS QUAD   -  HALEIWA (1983)
 TU0581
 TU0581                         *CURRENT SURVEY CONTROL
 TU0581  ___________________________________________________________________
 TU0581* NAD 83(1986)-  21 30 20.     (N)    158 01 59.     (W)     SCALED    
 TU0581* LOCAL TIDAL -       286.858  (meters)     941.13   (feet)  ADJ UNCH  
 TU0581  ___________________________________________________________________
 TU0581  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU0581
 TU0581  VERT ORDER  -  FIRST     CLASS II
 TU0581
 TU0581.The horizontal coordinates were scaled from a topographic map and have
 TU0581.an estimated accuracy of +/- 6 seconds.
 TU0581
 TU0581.The orthometric height was key entered from printed documents
 TU0581.and not key verified.
 TU0581
 TU0581.The geoid height was determined by GEOID03.
 TU0581
 TU0581;                    North         East    Units  Estimated Accuracy
 TU0581;SPC HI 3     -    37,520.      496,580.      MT  (+/- 180 meters Scaled)
 TU0581
 TU0581                          SUPERSEDED SURVEY CONTROL
 TU0581
 TU0581.No superseded survey control is available for this station.
 TU0581
 TU0581_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ001784(NAD 83)
 TU0581_MARKER: DB = BENCH MARK DISK
 TU0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0581_STAMPING: J 245 1962
 TU0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0581+STABILITY: SURFACE MOTION
 TU0581
 TU0581  HISTORY     - Date     Condition        Report By
 TU0581  HISTORY     - 1962     MONUMENTED       CGS
 TU0581  HISTORY     - 1969     GOOD             NGS
 TU0581  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0581  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0581
 TU0581                          STATION DESCRIPTION
 TU0581
 TU0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0581'0.85 MI NW FROM WAHIAWA.
 TU0581'GO 0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM THE POST OFFICE IN
 TU0581'WAHIAWA, THENCE 0.85 MILE NORTHWEST ALONG KAMEHAMEHA HIGHWAY (STATE
 TU0581'HIGHWAY 80) TO WHITMORE AVENUE (STATE HIGHWAY 804), MARK IS LOCATED IN
 TU0581'THE EAST ANGLE OF THE T-INTERSECTION, 75 FEET NORTHEAST OF THE MARKED
 TU0581'CENTERLINE OF STATE HIGHWAY 80, 27 1/2 FEET SOUTHEAST OF THE
 TU0581'CENTERLINE OF STATE HIGHWAY 804, 6 1/2 FEET SOUTHEAST OF THE PAVEMENT
 TU0581'EDGE OF STATE HIGHWAY 804, 4 FEET NORTHERLY OF A STEEL REFLECTOR POST,
 TU0581'AND SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT THAT
 TU0581'PROJECTS 1 INCH ABOVE THE ROAD SHOULDER.
 TU0581
 TU0581                          STATION RECOVERY (1981)
 TU0581
 TU0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0581'MARK NOT FOUND.
 TU0581
 TU0581                          STATION RECOVERY (2006)
 TU0581
 TU0581'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0581'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0301 ***********************************************************************
 TU0301  DESIGNATION -  J 5 RESET 1959
 TU0301  PID         -  TU0301
 TU0301  STATE/COUNTY-  HI/HONOLULU
 TU0301  USGS QUAD   -  HONOLULU (1983)
 TU0301
 TU0301                         *CURRENT SURVEY CONTROL
 TU0301  ___________________________________________________________________
 TU0301* NAD 83(1986)-  21 16 53.     (N)    157 50 03.     (W)     SCALED    
 TU0301* LOCAL TIDAL -         1.826  (meters)       5.99   (feet)  ADJ UNCH  
 TU0301  ___________________________________________________________________
 TU0301  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU0301
 TU0301  VERT ORDER  -  FIRST     CLASS II
 TU0301
 TU0301.The horizontal coordinates were scaled from a topographic map and have
 TU0301.an estimated accuracy of +/- 6 seconds.
 TU0301
 TU0301.The orthometric height was key entered from printed documents
 TU0301.and not key verified.
 TU0301
 TU0301.The geoid height was determined by GEOID03.
 TU0301
 TU0301;                    North         East    Units  Estimated Accuracy
 TU0301;SPC HI 3     -    12,710.      517,210.      MT  (+/- 180 meters Scaled)
 TU0301
 TU0301                          SUPERSEDED SURVEY CONTROL
 TU0301
 TU0301.No superseded survey control is available for this station.
 TU0301
 TU0301_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ209537(NAD 83)
 TU0301_MARKER: DB = BENCH MARK DISK
 TU0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0301_SP_SET: SIDEWALK
 TU0301_STAMPING: J 5 1928 RESET 1959
 TU0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0301
 TU0301  HISTORY     - Date     Condition        Report By
 TU0301  HISTORY     - 1959     MONUMENTED       CGS
 TU0301  HISTORY     - 1962     GOOD             NGS
 TU0301  HISTORY     - 1969     GOOD             NGS
 TU0301  HISTORY     - 19961106 MARK NOT FOUND   USPSQD
 TU0301  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 TU0301  HISTORY     - 20020511 MARK NOT FOUND   USPSQD
 TU0301
 TU0301                          STATION DESCRIPTION
 TU0301
 TU0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0301'IN HONOLULU.
 TU0301'IN THE WAIKIKI DISTRICT OF HONOLULU, ABOUT MIDWAY ALONG THE SOUTHWEST
 TU0301'SIDE OF FORT DE RUSSY MILITARY RESERVATION, IN FRONT OF THE U.S. ARMY
 TU0301'RESERVE HEADQUARTERS BUILDING, ON NORTHEAST SIDE OF KALIA RD.,
 TU0301'CEMENTED IN A DRILL HOLE IN A 14-FOOT-DIAMETER, CONCRETE, FLAGPOLE
 TU0301'FOUNDATION THAT IS FLUSH WITH THE LAWN, 1.1 FEET SOUTHWEST OF BASE OF
 TU0301'FLAGPOLE AND 25.2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE CONCRETE
 TU0301'SIDEWALK LEADING TO MAIN ENTRANCE OF THE BUILDING.  NOTE-- USE BM WITH
 TU0301'CAUTION.
 TU0301
 TU0301                          STATION RECOVERY (1969)
 TU0301
 TU0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0301'RECOVERED IN GOOD CONDITION.
 TU0301
 TU0301                          STATION RECOVERY (1996)
 TU0301
 TU0301'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0301'MARK NOT FOUND.
 TU0301
 TU0301                          STATION RECOVERY (1999)
 TU0301
 TU0301'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0301'MARK NOT FOUND.
 TU0301
 TU0301                          STATION RECOVERY (2002)
 TU0301
 TU0301'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 TU0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0213 ***********************************************************************
 TU0213  DESIGNATION -  J 6
 TU0213  PID         -  TU0213
 TU0213  STATE/COUNTY-  HI/MAUI
 TU0213  USGS QUAD   -  PAIA (1997)
 TU0213
 TU0213                         *CURRENT SURVEY CONTROL
 TU0213  ___________________________________________________________________
 TU0213* NAD 83(1986)-  20 54 24.     (N)    156 22 28.     (W)     SCALED    
 TU0213* LOCAL TIDAL -        50.456  (meters)     165.54   (feet)  ADJ UNCH  
 TU0213  ___________________________________________________________________
 TU0213  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU0213
 TU0213  VERT ORDER  -  FIRST     CLASS II
 TU0213
 TU0213.The horizontal coordinates were scaled from a topographic map and have
 TU0213.an estimated accuracy of +/- 6 seconds.
 TU0213
 TU0213.The orthometric height was key entered from printed documents
 TU0213.and not key verified.
 TU0213
 TU0213.The geoid height was determined by GEOID03.
 TU0213
 TU0213;                    North         East    Units  Estimated Accuracy
 TU0213;SPC HI 2     -    63,500.      530,400.      MT  (+/- 180 meters Scaled)
 TU0213
 TU0213                          SUPERSEDED SURVEY CONTROL
 TU0213
 TU0213.No superseded survey control is available for this station.
 TU0213
 TU0213_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ731140(NAD 83)
 TU0213_MARKER: DB = BENCH MARK DISK
 TU0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0213_SP_SET: BLOCK
 TU0213_STAMPING: J 6 1950
 TU0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0213
 TU0213  HISTORY     - Date     Condition        Report By
 TU0213  HISTORY     - 1950     MONUMENTED       CGS
 TU0213  HISTORY     - 1968     GOOD             NGS
 TU0213  HISTORY     - 19970617 GOOD             USPSQD
 TU0213
 TU0213                          STATION DESCRIPTION
 TU0213
 TU0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0213'IN PAIA.
 TU0213'ABOUT 75 YARDS SOUTHEAST OF THE POST OFFICE IN UPPER PAIA, ALONG
 TU0213'BALDWIN AVE., ON LEFT, NORTHEAST SIDE OF STREET AND ACROSS STREET FROM
 TU0213'UPPER END OF THE PAIA SUGAR MILL MAIN BUILDING, 46.5 FEET NORTHEAST OF
 TU0213'CENTER LINE OF STREET, 30 FEET SOUTHEAST OF DOOR OF THE EAST MAUI
 TU0213'IRRIGATION CO. OFFICE, 4.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF THE
 TU0213'OFFICE, 20.8 FEET WEST OF THE DOOR OF THE FIRST NATIONAL BANK (ADRESS
 TU0213'417), AND SET IN A 14 X 14-INCH, CONCRETE BLOCK FLUSH WITH LAWN, IN
 TU0213'THE NORTHEAST ANGLE OF THE CURVING SIDEWALK AND A DRAIN GUTTER ALONG
 TU0213'SOUTHEAST EDGE OF OFFICE BUILDING.
 TU0213
 TU0213                          STATION RECOVERY (1997)
 TU0213
 TU0213'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1976 ***********************************************************************
 TU1976  DESIGNATION -  JAP SCHOOL FLAGSTAFF
 TU1976  PID         -  TU1976
 TU1976  STATE/COUNTY-  HI/KAUAI
 TU1976  USGS QUAD   -  HANALEI (1996)
 TU1976
 TU1976                         *CURRENT SURVEY CONTROL
 TU1976  ___________________________________________________________________
 TU1976* NAD 83(1993)-  22 12 12.43938(N)    159 30 01.23737(W)     ADJUSTED  
 TU1976* LOCAL TIDAL -                                                        
 TU1976  ___________________________________________________________________
 TU1976  EPOCH DATE  -        1993.62
 TU1976  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 TU1976  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU1976
 TU1976  HORZ ORDER  -  THIRD
 TU1976
 TU1976.The horizontal coordinates were established by classical geodetic methods
 TU1976.and adjusted by the National Geodetic Survey in December 1998..
 TU1976.The horizontal coordinates are valid at the epoch date displayed above.
 TU1976.The epoch date for horizontal control is a decimal equivalence
 TU1976.of Year/Month/Day.
 TU1976
 TU1976
 TU1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1976
 TU1976.The geoid height was determined by GEOID03.
 TU1976
 TU1976;                    North         East     Units Scale Factor Converg.
 TU1976;SPC HI 4     -    40,983.399   499,964.559   MT  0.99999000   -0 00 00.5
 TU1976;UTM  04      - 2,455,431.993   448,427.621   MT  0.99963286   -0 11 20.7
 TU1976
 TU1976                          SUPERSEDED SURVEY CONTROL
 TU1976
 TU1976  NAD 83(1986)-  22 12 12.39684(N)    159 30 01.28575(W) AD(       ) 4
 TU1976  OLD HI      -  22 12 23.75000(N)    159 30 11.37000(W) AD(       ) 3
 TU1976
 TU1976.Superseded values are not recommended for survey control.
 TU1976.NGS no longer adjusts projects to the OLD HI datum.
 TU1976.See file dsdata.txt to determine how the superseded data were derived.
 TU1976
 TU1976_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4842855432(NAD 83)
 TU1976
 TU1976  HISTORY     - Date     Condition        Report By
 TU1976  HISTORY     - UNK      MONUMENTED
 TU1976  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1976
 TU1976                          STATION DESCRIPTION
 TU1976
 TU1976'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1976'STATION IS GONE.  THERE ARE NOW QUITE NEW HOMES IN THIS
 TU1976'SECTION OF HANALEI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0758 ***********************************************************************
 TU0758  DESIGNATION -  JAY JAY
 TU0758  PID         -  TU0758
 TU0758  STATE/COUNTY-  HI/KAUAI
 TU0758  USGS QUAD   -  MAKAHA POINT (1983)
 TU0758
 TU0758                         *CURRENT SURVEY CONTROL
 TU0758  ___________________________________________________________________
 TU0758* NAD 83(1986)-  22 03 38.     (N)    159 46 44.     (W)     SCALED    
 TU0758* LOCAL TIDAL -         2.313  (meters)       7.59   (feet)  ADJ UNCH  
 TU0758  ___________________________________________________________________
 TU0758  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0758
 TU0758  VERT ORDER  -  SECOND    CLASS 0
 TU0758
 TU0758.The horizontal coordinates were scaled from a topographic map and have
 TU0758.an estimated accuracy of +/- 6 seconds.
 TU0758
 TU0758.The orthometric height was key entered from printed documents
 TU0758.and not key verified.
 TU0758
 TU0758.The geoid height was determined by GEOID03.
 TU0758
 TU0758;                    North         East    Units  Estimated Accuracy
 TU0758;SPC HI 4     -    25,190.      471,210.      MT  (+/- 180 meters Scaled)
 TU0758
 TU0758                          SUPERSEDED SURVEY CONTROL
 TU0758
 TU0758.No superseded survey control is available for this station.
 TU0758
 TU0758_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK196397(NAD 83)
 TU0758_MARKER: DB = BENCH MARK DISK
 TU0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0758_STAMPING: JAY-JAY 1964 H AND N SANDIA GRID NORTH O EAST O
 TU0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0758+STABILITY: SURFACE MOTION
 TU0758
 TU0758  HISTORY     - Date     Condition        Report By
 TU0758  HISTORY     - 1964     MONUMENTED       CGS
 TU0758  HISTORY     - 1967     GOOD             NGS
 TU0758
 TU0758                          STATION DESCRIPTION
 TU0758
 TU0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0758'IN BARKING SANDS P M R F.
 TU0758'2.05 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE TO
 TU0758'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.2 MILE
 TU0758'NORTHWEST ALONG AN OILED ROAD, THENCE 0.1 MILE SOUTHWEST ALONG AN
 TU0758'OILED ROAD, IN THE INTERSECTION OF TWO ROADS, SET IN THE TOP OF A MASS
 TU0758'OF CONCRETE ABOUT 5 INCHES BELOW THE SURFACE OF THE ROAD AND UNDER A
 TU0758'1.4-FOOT SQUARE STEEL COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2035 ***********************************************************************
 TU2035  DESIGNATION -  JAY JAY H N 1964
 TU2035  PID         -  TU2035
 TU2035  STATE/COUNTY-  HI/KAUAI
 TU2035  USGS QUAD   -  MAKAHA POINT (1983)
 TU2035
 TU2035                         *CURRENT SURVEY CONTROL
 TU2035  ___________________________________________________________________
 TU2035* NAD 83(1993)-  22 03 37.89541(N)    159 46 43.97492(W)     ADJUSTED  
 TU2035* LOCAL TIDAL -         2.31   (meters)       7.6    (feet)  LEVELING  
 TU2035  ___________________________________________________________________
 TU2035  EPOCH DATE  -        1993.62
 TU2035  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 TU2035  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU2035
 TU2035  HORZ ORDER  -  THIRD
 TU2035  VERT ORDER  -  THIRD ?
 TU2035
 TU2035.The horizontal coordinates were established by classical geodetic methods
 TU2035.and adjusted by the National Geodetic Survey in December 1998..
 TU2035.The horizontal coordinates are valid at the epoch date displayed above.
 TU2035.The epoch date for horizontal control is a decimal equivalence
 TU2035.of Year/Month/Day.
 TU2035
 TU2035.The orthometric height was determined by differential leveling.
 TU2035.The vertical network tie was performed by a horz. field party for horz.
 TU2035.obs reductions. Reset procedures were used to establish the elevation.
 TU2035
 TU2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2035
 TU2035.The geoid height was determined by GEOID03.
 TU2035
 TU2035;                    North         East     Units Scale Factor Converg.
 TU2035;SPC HI 4     -    25,183.060   471,214.495   MT  1.00000023   -0 06 17.1
 TU2035;UTM  04      - 2,439,731.586   419,635.522   MT  0.99967980   -0 17 33.2
 TU2035
 TU2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2035!SPC HI 4     -   0.99999710  x   1.00000023  =   0.99999733
 TU2035!UTM  04      -   0.99999710  x   0.99967980  =   0.99967691
 TU2035
 TU2035                          SUPERSEDED SURVEY CONTROL
 TU2035
 TU2035  NAD 83(1986)-  22 03 37.86057(N)    159 46 44.00109(W) AD(       ) 3
 TU2035  OLD HI      -  22 03 49.14340(N)    159 46 54.04990(W) AD(       ) 3
 TU2035
 TU2035.Superseded values are not recommended for survey control.
 TU2035.NGS no longer adjusts projects to the OLD HI datum.
 TU2035.See file dsdata.txt to determine how the superseded data were derived.
 TU2035
 TU2035_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1963639732(NAD 83)
 TU2035_MARKER: Z = SEE DESCRIPTION
 TU2035_SETTING: 0 = UNSPECIFIED SETTING
 TU2035
 TU2035  HISTORY     - Date     Condition        Report By
 TU2035  HISTORY     - 1964     MONUMENTED       CGS
 TU2035  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2035
 TU2035                          STATION DESCRIPTION
 TU2035
 TU2035'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2035'THE STATION IS LOCATED AT THE SANDIA CORPORATIONS BARKING
 TU2035'SANDS MISSILE SITE, IN THE CENTER OF THE INTERSECTION OF TWO
 TU2035'DIRT ROADS AND ABOUT 100 YARDS NORTH-NORTHWEST OF A GATE IN A
 TU2035'CYCLONE FENCE.
 TU2035'
 TU2035'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND
 TU2035'55 IN KEKAHA, GO WEST ON STATE HIGHWAY 50 FOR 7.0 MILES TO A
 TU2035'FORK.  TAKE THE LEFT FORK, AS PER SIGN, BONHAM AIR BASE AND GO
 TU2035'0.4 MILE TO A SENTRY POST AT A CROSS ROAD.  TURN RIGHT AND GO
 TU2035'NORTHERLY FOR 1.05 MILES TO THE END OF THE PAVEMENT.  CONTINUE
 TU2035'NORTH ON GRAVELED ROAD FOR 0.2 MILE TO A LOCKED GATE.  (NORMALLY
 TU2035'UNLOCKED DURING BUSINESS HOURS) PASS THROUGH GATE AND CONTINUE
 TU2035'NORTH FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 TU2035'NORTHERLY ON THE MAIN ROAD FOR 0.15 MILE TO A SENTRY POST.
 TU2035'GO NORTHWEST, THROUGH FENCED AREA, FOR 0.1 MILE TO A CROSS
 TU2035'ROAD AND THE STATION MARK.
 TU2035'
 TU2035'THE STATION MRK IS A PLAIN BRASS DISK, STAMPED JAY-JAY SANDIA
 TU2035'GRID NORTH-O EAST-O H AND N 1964, SET IN THE TOP OF A 10-INCH
 TU2035'SQUARE CONCRETE POST THAT IS ABOUT 3 INCHES BELOW THE SURFACE
 TU2035'OF THE ROAD AND PROTECTED BY A METAL LID.
 TU2035
 TU2035                          STATION RECOVERY (1966)
 TU2035
 TU2035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2035'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  ORIGINAL
 TU2035'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3606 ***********************************************************************
 AA3606  SACS        -  This is a Secondary Airport Control Station.
 AA3606  DESIGNATION -  JHM A
 AA3606  PID         -  AA3606
 AA3606  STATE/COUNTY-  HI/MAUI
 AA3606  USGS QUAD   -  NAPILI (1997)
 AA3606
 AA3606                         *CURRENT SURVEY CONTROL
 AA3606  ___________________________________________________________________
 AA3606* NAD 83(1993)-  20 57 59.62816(N)    156 40 14.10552(W)     ADJUSTED  
 AA3606* LOCAL TIDAL -        78.3    (meters)     257.     (feet)  GPS OBS   
 AA3606  ___________________________________________________________________
 AA3606  EPOCH DATE  -        1993.62
 AA3606  X           -  -5,471,333.037 (meters)                     COMP
 AA3606  Y           -  -2,359,658.929 (meters)                     COMP
 AA3606  Z           -   2,267,972.410 (meters)                     COMP
 AA3606  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AA3606  ELLIP HEIGHT-          94.71  (meters)          (11/30/94) GPS OBS
 AA3606  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 AA3606
 AA3606  HORZ ORDER  -  FIRST
 AA3606  ELLP ORDER  -  FIFTH     CLASS I
 AA3606
 AA3606.This mark is at Kapalua-West Maui Airport  (JHM)
 AA3606
 AA3606.The horizontal coordinates were established by GPS observations
 AA3606.and adjusted by the National Geodetic Survey in November 1994..
 AA3606.No horizontal observational check was made to the station.
 AA3606.The horizontal coordinates are valid at the epoch date displayed above.
 AA3606.The epoch date for horizontal control is a decimal equivalence
 AA3606.of Year/Month/Day.
 AA3606
 AA3606.The orthometric height was determined by GPS observations and a
 AA3606.high-resolution geoid model.
 AA3606.No vertical observational check was made to the station.
 AA3606
 AA3606.GPS derived orthometric heights for airport stations designated as
 AA3606.PACS or SACS are published to 2 decimal places.  This maintains
 AA3606.centimeter relative accuracy between the PACS and SACS.  It does
 AA3606.not indicate centimeter accuracy relative to other marks which are
 AA3606.part of the NAVD 88 network.
 AA3606
 AA3606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3606
 AA3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3606
 AA3606.The ellipsoidal height was determined by GPS observations
 AA3606.and is referenced to NAD 83.
 AA3606
 AA3606.The geoid height was determined by GEOID03.
 AA3606
 AA3606;                    North         East     Units Scale Factor Converg.
 AA3606;SPC HI 2     -    70,104.161   499,592.546   MT  0.99996667   -0 00 05.0
 AA3606;UTM  04      - 2,320,209.497   742,197.202   MT  1.00032497   +0 50 02.1
 AA3606
 AA3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3606!SPC HI 2     -   0.99998511  x   0.99996667  =   0.99995178
 AA3606!UTM  04      -   0.99998511  x   1.00032497  =   1.00031008
 AA3606
 AA3606                          SUPERSEDED SURVEY CONTROL
 AA3606
 AA3606.No superseded survey control is available for this station.
 AA3606
 AA3606_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4219720209(NAD 83)
 AA3606_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3606_SETTING: 80 = SET IN A BOULDER
 AA3606_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 AA3606_STAMPING: JHM A 1993
 AA3606_MARK LOGO: NOS   
 AA3606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3606+STABILITY: SURFACE MOTION
 AA3606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3606+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3606
 AA3606  HISTORY     - Date     Condition        Report By
 AA3606  HISTORY     - 1993     MONUMENTED       NOS
 AA3606  HISTORY     - 19931231 GOOD             NGS
 AA3606
 AA3606                          STATION DESCRIPTION
 AA3606
 AA3606'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3606'THE STATION IS ON THE WEST MAUI AIRPORT IN THE TOWN OF KAANAPALI ON
 AA3606'THE ISLAND OF MAUI, HAWAII. THE STATION IS ON THE NE SIDE OF THE
 AA3606'RUNWAY APPROXIMATELY 150 FT (45.7 M) N OF THE NE CORNER OF THE RUNWAY
 AA3606'PAVEMENT.  THE STATION IS A STANDARD NOS DISK CEMENTED INTO A DRILL
 AA3606'HOLE IN THE TOP OF A PARTIALLY EXPOSED BOULDER.
 AA3606
 AA3606                          STATION RECOVERY (1993)
 AA3606
 AA3606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA3606'THE STATION IS LOCATED IN THE NORTH PART OF THE AIRPORT NEAR RWY END
 AA3606'20.  IT IS 245.3 FT (74.8 M) SOUTH OF AN E/W FENCE AND 31.5 WEST OF A
 AA3606'N/S FENCE AND 130.8 FT (39.9 M) EAST OF CL END RWY 20, PK N AND W. IT
 AA3606'IS 50 FT (15.2 M) EAST AND 35 FT (10.7 M) NORTH OF THE NORTHEAST
 AA3606'CORNER OF ASPHALT PAVEMENT.  THE STATION IS A NOS DISK STAMPED JHM A
 AA3606'1993 AND SET IN A DRILLHOLE IN A 1X1 BOULDER ABOUT FLUSH WITH THE
 AA3606'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3607 ***********************************************************************
 AA3607  SACS        -  This is a Secondary Airport Control Station.
 AA3607  DESIGNATION -  JHM B
 AA3607  PID         -  AA3607
 AA3607  STATE/COUNTY-  HI/MAUI
 AA3607  USGS QUAD   -  NAPILI (1997)
 AA3607
 AA3607                         *CURRENT SURVEY CONTROL
 AA3607  ___________________________________________________________________
 AA3607* NAD 83(1993)-  20 57 32.44070(N)    156 40 31.37007(W)     ADJUSTED  
 AA3607* LOCAL TIDAL -        72.2    (meters)     237.     (feet)  GPS OBS   
 AA3607  ___________________________________________________________________
 AA3607  EPOCH DATE  -        1993.62
 AA3607  X           -  -5,471,800.057 (meters)                     COMP
 AA3607  Y           -  -2,359,317.183 (meters)                     COMP
 AA3607  Z           -   2,267,189.448 (meters)                     COMP
 AA3607  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AA3607  ELLIP HEIGHT-          88.69  (meters)          (11/30/94) GPS OBS
 AA3607  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 AA3607
 AA3607  HORZ ORDER  -  FIRST
 AA3607  ELLP ORDER  -  FIFTH     CLASS I
 AA3607
 AA3607.This mark is at Kapalua-West Maui Airport  (JHM)
 AA3607
 AA3607.The horizontal coordinates were established by GPS observations
 AA3607.and adjusted by the National Geodetic Survey in November 1994..
 AA3607.No horizontal observational check was made to the station.
 AA3607.The horizontal coordinates are valid at the epoch date displayed above.
 AA3607.The epoch date for horizontal control is a decimal equivalence
 AA3607.of Year/Month/Day.
 AA3607
 AA3607.The orthometric height was determined by GPS observations and a
 AA3607.high-resolution geoid model.
 AA3607.No vertical observational check was made to the station.
 AA3607
 AA3607.GPS derived orthometric heights for airport stations designated as
 AA3607.PACS or SACS are published to 2 decimal places.  This maintains
 AA3607.centimeter relative accuracy between the PACS and SACS.  It does
 AA3607.not indicate centimeter accuracy relative to other marks which are
 AA3607.part of the NAVD 88 network.
 AA3607
 AA3607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3607
 AA3607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3607
 AA3607.The ellipsoidal height was determined by GPS observations
 AA3607.and is referenced to NAD 83.
 AA3607
 AA3607.The geoid height was determined by GEOID03.
 AA3607
 AA3607;                    North         East     Units Scale Factor Converg.
 AA3607;SPC HI 2     -    69,268.069   499,093.795   MT  0.99996668   -0 00 11.2
 AA3607;UTM  04      - 2,319,365.923   741,710.517   MT  1.00032206   +0 49 54.9
 AA3607
 AA3607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3607!SPC HI 2     -   0.99998606  x   0.99996668  =   0.99995274
 AA3607!UTM  04      -   0.99998606  x   1.00032206  =   1.00030812
 AA3607
 AA3607|---------------------------------------------------------------------|
 AA3607| PID    Reference Object                     Distance      Geod. Az  |
 AA3607|                                                           dddmmss.s |
 AA3607| AA3605 JHM R                               277.374 METERS 03621     |
 AA3607|---------------------------------------------------------------------|
 AA3607
 AA3607                          SUPERSEDED SURVEY CONTROL
 AA3607
 AA3607.No superseded survey control is available for this station.
 AA3607
 AA3607_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4171119366(NAD 83)
 AA3607_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3607_SETTING: 80 = SET IN A BOULDER
 AA3607_SP_SET: IN A DRILL HOLE IN BEDROCK
 AA3607_STAMPING: JHM B 1993
 AA3607_MARK LOGO: NOS   
 AA3607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3607+STABILITY: SURFACE MOTION
 AA3607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3607+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3607
 AA3607  HISTORY     - Date     Condition        Report By
 AA3607  HISTORY     - 1993     MONUMENTED       NOS
 AA3607  HISTORY     - 19941231 GOOD             NGS
 AA3607
 AA3607                          STATION DESCRIPTION
 AA3607
 AA3607'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3607'THE STATION IS ON THE WEST MAUI AIRPORT IN THE TOWN OF KAANAPALI ON
 AA3607'THE ISLAND OF MAUI, HAWAII. THE STATION IS LOCATED ON THE S END OF THE
 AA3607'AIRPORT APPROXIMATELY 200 FT (61.0 M) S OF THE RUNWAY END.  THE
 AA3607'STATION IS APPROXIMATELY 20 FT (6.1 M) W OF THE EXTENDED CENTERLINE OF
 AA3607'THE RUNWAY.
 AA3607
 AA3607                          STATION RECOVERY (1994)
 AA3607
 AA3607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3607'THE STATION IS LOCATED IN THE SOUTH PART OF THE AIRPORT NEAR RWY END
 AA3607'2.  IT IS 165.4 FT (50.4 M) NORTH OF AN E/W FENCE AND 111.8 FT (34.1
 AA3607'M) EAST OF A N/S FENCE, 140.4 FT (42.8 M) SOUTHWEST OF CL END RWY 2,
 AA3607'PK N AND W AND 39 FT (11.9 M) WEST OF THE RUNWAY CENTERLINE EXTENDED.
 AA3607'THE STATION IS AN NOS DISK STAMPED JHM B 1993 AND SET IN A DRILLHOLE
 AA3607'IN A 1X2 BOULDER ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3605 ***********************************************************************
 AA3605  FBN         -  This is a Federal Base Network Control Station.
 AA3605  PACS        -  This is a Primary Airport Control Station.
 AA3605  DESIGNATION -  JHM R
 AA3605  PID         -  AA3605
 AA3605  STATE/COUNTY-  HI/MAUI
 AA3605  USGS QUAD   -  NAPILI (1997)
 AA3605
 AA3605                         *CURRENT SURVEY CONTROL
 AA3605  ___________________________________________________________________
 AA3605* NAD 83(1993)-  20 57 39.70405(N)    156 40 25.67819(W)     ADJUSTED  
 AA3605* LOCAL TIDAL -        75.41   (meters)     247.4    (feet)  GPS OBS   
 AA3605  ___________________________________________________________________
 AA3605  EPOCH DATE  -        1993.62
 AA3605  X           -  -5,471,664.282 (meters)                     COMP
 AA3605  Y           -  -2,359,437.704 (meters)                     COMP
 AA3605  Z           -   2,267,399.181 (meters)                     COMP
 AA3605  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AA3605  ELLIP HEIGHT-          91.85  (meters)          (11/30/94) GPS OBS
 AA3605  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 AA3605
 AA3605  HORZ ORDER  -  A
 AA3605  ELLP ORDER  -  THIRD     CLASS II
 AA3605
 AA3605.This mark is at Kapalua-West Maui Airport  (JHM)
 AA3605
 AA3605.The horizontal coordinates were established by GPS observations
 AA3605.and adjusted by the National Geodetic Survey in November 1994..
 AA3605.The horizontal coordinates are valid at the epoch date displayed above.
 AA3605.The epoch date for horizontal control is a decimal equivalence
 AA3605.of Year/Month/Day.
 AA3605
 AA3605.The orthometric height was determined by GPS observations and a
 AA3605.high-resolution geoid model.
 AA3605
 AA3605.GPS derived orthometric heights for airport stations designated as
 AA3605.PACS or SACS are published to 2 decimal places.  This maintains
 AA3605.centimeter relative accuracy between the PACS and SACS.  It does
 AA3605.not indicate centimeter accuracy relative to other marks which are
 AA3605.part of the NAVD 88 network.
 AA3605
 AA3605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3605
 AA3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3605
 AA3605.The ellipsoidal height was determined by GPS observations
 AA3605.and is referenced to NAD 83.
 AA3605
 AA3605.The geoid height was determined by GEOID03.
 AA3605
 AA3605;                    North         East     Units Scale Factor Converg.
 AA3605;SPC HI 2     -    69,491.435   499,258.229   MT  0.99996667   -0 00 09.2
 AA3605;UTM  04      - 2,319,591.742   741,871.736   MT  1.00032302   +0 49 57.2
 AA3605
 AA3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3605!SPC HI 2     -   0.99998556  x   0.99996667  =   0.99995223
 AA3605!UTM  04      -   0.99998556  x   1.00032302  =   1.00030858
 AA3605
 AA3605|---------------------------------------------------------------------|
 AA3605| PID    Reference Object                     Distance      Geod. Az  |
 AA3605|                                                           dddmmss.s |
 AA3605| AA3607 JHM B                               277.374 METERS 21621     |
 AA3605|---------------------------------------------------------------------|
 AA3605
 AA3605                          SUPERSEDED SURVEY CONTROL
 AA3605
 AA3605.No superseded survey control is available for this station.
 AA3605
 AA3605_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4187219592(NAD 83)
 AA3605_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3605_SP_SET: CONCRETE MANHOLE
 AA3605_STAMPING: JHM R 1993
 AA3605_MARK LOGO: NOS   
 AA3605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3605+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1993
 AA3605
 AA3605  HISTORY     - Date     Condition        Report By
 AA3605  HISTORY     - 1993     MONUMENTED       NOS
 AA3605  HISTORY     - 19931231 GOOD             NGS
 AA3605
 AA3605                          STATION DESCRIPTION
 AA3605
 AA3605'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3605'THE STATION IS LOCATED AT KAPALUA AIRPORT ON THE W SIDE OF THE ISLAND
 AA3605'OF MAUI, HAWAII. THE STATION IS SET IN THE E CORNER OF A 6 FT (1.8 M)
 AA3605'X 12 FT (3.7 M) CONCRETE PAD LOCATED ON THE SE SIDE OF THE RUNWAY.
 AA3605'THE STATION IS 42.2 FT (12.9 M) SE FROM THE PAINT STRIPE WHICH MARKS
 AA3605'THE E EDGE OF THE RUNWAY, 55.9 FT (17.0 M) NW OF A ROUND FENCE POST
 AA3605'THAT IS PART OF THE PERIMETER FENCE STRUCTURE.  THE STATION IS A
 AA3605'GENERIC SURVEY DISK STAMPED -JHMR 1993-
 AA3605
 AA3605                          STATION RECOVERY (1993)
 AA3605
 AA3605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA3605'THE STATION IS LOCATED IN THE CENTRAL PART OF THE AIRPORT EAST OF RWY
 AA3605'2-20 OPPOSITE THE TERMINAL.  IT IS 141.8 FT (43.2 M) NE OF THE CL
 AA3605'INTERSECTION OF RWY 2-20 AND THE SOUTHERLY TAXIWAY LEADING TO THE
 AA3605'RAMP, 106.4 FT (32.4 M) NORTH OF THE TAXIWAY CENTERLINE EXTENDED, 93.8
 AA3605'FT (28.6 M) EAST OF THE RUNWAY CENTERLINE AND 55.7 FT (17.0 M) WEST OF
 AA3605'A N/S FENCE.  IT IS AN NOS DISK STAMPED JHM R 1993 AND SET IN A
 AA3605'DRILLHOLE IN THE NORTHEAST CORNER OF A 7X11, CONCRETE MANHOLE WITH
 AA3605'SEVEN CONCRETE COVER SECTIONS EACH READING MECO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2898 ***********************************************************************
 TU2898  DESIGNATION -  JOE
 TU2898  PID         -  TU2898
 TU2898  STATE/COUNTY-  HI/MAUI
 TU2898  USGS QUAD   -  MAKENA (1995)
 TU2898
 TU2898                         *CURRENT SURVEY CONTROL
 TU2898  ___________________________________________________________________
 TU2898* NAD 83(1993)-  20 36 36.52613(N)    156 26 24.61807(W)     ADJUSTED  
 TU2898* LOCAL TIDAL -                                                        
 TU2898  ___________________________________________________________________
 TU2898  EPOCH DATE  -        1993.62
 TU2898  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TU2898  GEOID HEIGHT-          16.38  (meters)                     GEOID03
 TU2898
 TU2898  HORZ ORDER  -  THIRD
 TU2898
 TU2898.The horizontal coordinates were established by classical geodetic methods
 TU2898.and adjusted by the National Geodetic Survey in December 1998..
 TU2898.The horizontal coordinates are valid at the epoch date displayed above.
 TU2898.The epoch date for horizontal control is a decimal equivalence
 TU2898.of Year/Month/Day.
 TU2898
 TU2898
 TU2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2898
 TU2898.The geoid height was determined by GEOID03.
 TU2898
 TU2898;                    North         East     Units Scale Factor Converg.
 TU2898;SPC HI 2     -    30,661.416   523,608.638   MT  0.99997355   +0 04 47.0
 TU2898;UTM  04      - 2,281,101.289   766,791.807   MT  1.00047975   +0 54 05.8
 TU2898
 TU2898                          SUPERSEDED SURVEY CONTROL
 TU2898
 TU2898  NAD 83(1986)-  20 36 36.49990(N)    156 26 24.60964(W) AD(       ) 4
 TU2898  OLD HI      -  20 36 47.96700(N)    156 26 34.75100(W) AD(       ) 3
 TU2898
 TU2898.Superseded values are not recommended for survey control.
 TU2898.NGS no longer adjusts projects to the OLD HI datum.
 TU2898.See file dsdata.txt to determine how the superseded data were derived.
 TU2898
 TU2898_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6679281101(NAD 83)
 TU2898
 TU2898  HISTORY     - Date     Condition        Report By
 TU2898  HISTORY     - UNK      MONUMENTED
 TU2898  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2898
 TU2898                          STATION DESCRIPTION
 TU2898
 TU2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2898'STATION WAS RECOVERED AND IDENTIFIED BY ANGLE CHECK.  LOCATED
 TU2898'IN THE SOUTHERN PART OF THE ISLAND, ABOUT 1-1/2 MILES NORTHWEST
 TU2898'OF LA PEROUSE BAY, AT THE NORTHWEST END OF KAPE KINAU, ON
 TU2898'KA LAE MAMANE, ON A PROMINENT ROCK BLUFF ABOUT 25 FEET ABOVE
 TU2898'WATER.
 TU2898'
 TU2898'TO REACH FROM THE POST OFFICE AT KIHEI, GO SOUTH ON STATE
 TU2898'HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM ROAD.  CONTINUE
 TU2898'AHEAD ON GRADED ROAD FOR 3.2 MILES TO WHERE HIGHWAY 31 GOES
 TU2898'LEFT, MAUKA.  CONTINUE AHEAD FOR 3.1 MILES TO START OF LAVA
 TU2898'FLOW AND RUBBISH DUMP ON RIGHT.  TURN RIGHT AND FOLLOW ROAD
 TU2898'ALONG LAVA FLOW FOR 0.2 MILE TO END OF ROAD AT BEACH.  PACK
 TU2898'SOUTH ON BEACH TRAIL ABOUT 1/4-MILE TO STATION.
 TU2898'
 TU2898'STATION IS MARKED BY A 1-INCH IRON PIPE SET IN A SMALL CAIRN
 TU2898'ON TOP OF A PROMINENT ROCK PROJECTION ABOUT 4 FEET WIDE, 2 FEET
 TU2898'THICK AND 4 FEET ABOVE GENERAL ELEVATION OF POINT.  THE ENTIRE
 TU2898'FRONT FACE OF THE POINT IS WHITEWASHED AND IS VISIBLE FROM A
 TU2898'DISTANCE.  STATION IS ABOUT 100 YARDS SOUTH OF THE LAST KIAWE
 TU2898'GROVE ALONG THE COAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3334 ***********************************************************************
 TU3334  DESIGNATION -  JOHN
 TU3334  PID         -  TU3334
 TU3334  STATE/COUNTY-  HI/MAUI
 TU3334  USGS QUAD   -  
 TU3334
 TU3334                         *CURRENT SURVEY CONTROL
 TU3334  ___________________________________________________________________
 TU3334* NAD 83(1993)-  21 03 02.11895(N)    156 51 59.51411(W)     ADJUSTED  
 TU3334* LOCAL TIDAL -                                                        
 TU3334  ___________________________________________________________________
 TU3334  EPOCH DATE  -        1993.62
 TU3334  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 TU3334  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU3334
 TU3334  HORZ ORDER  -  THIRD
 TU3334
 TU3334.The horizontal coordinates were established by classical geodetic methods
 TU3334.and adjusted by the National Geodetic Survey in December 1998..
 TU3334.The horizontal coordinates are valid at the epoch date displayed above.
 TU3334.The epoch date for horizontal control is a decimal equivalence
 TU3334.of Year/Month/Day.
 TU3334
 TU3334
 TU3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3334
 TU3334.The geoid height was determined by GEOID03.
 TU3334
 TU3334;                    North         East     Units Scale Factor Converg.
 TU3334;SPC HI 2     -    79,419.891   479,227.623   MT  0.99997200   -0 04 18.4
 TU3334;UTM  04      - 2,329,229.465   721,692.304   MT  1.00020739   +0 45 59.9
 TU3334
 TU3334                          SUPERSEDED SURVEY CONTROL
 TU3334
 TU3334  NAD 83(1986)-  21 03 02.07298(N)    156 51 59.46476(W) AD(       ) 4
 TU3334  OLD HI      -  21 03 13.50000(N)    156 52 09.59000(W) AD(       ) 3
 TU3334
 TU3334.Superseded values are not recommended for survey control.
 TU3334.NGS no longer adjusts projects to the OLD HI datum.
 TU3334.See file dsdata.txt to determine how the superseded data were derived.
 TU3334
 TU3334_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2169229229(NAD 83)
 TU3334
 TU3334  HISTORY     - Date     Condition        Report By
 TU3334  HISTORY     - UNK      MONUMENTED
 TU3334  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3334
 TU3334                          STATION DESCRIPTION
 TU3334
 TU3334'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3334'A SEARCH WAS MADE BUT NO MARK OF ANY KIND WAS FOUND.  THIS
 TU3334'VICINITY IS ALONG A SANDY BEACH AND STATION IS BELIEVED
 TU3334'DESTROYED AS MOST OF THE SAND BEACHES ALONG THE SOUTH SHORE
 TU3334'OF MOLOKAI HAVE RECEDED CONSIDERABLY DUE TO SEISMIC WAVES
 TU3334'AND STORMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2572 ***********************************************************************
 TU2572  DESIGNATION -  JUDD
 TU2572  PID         -  TU2572
 TU2572  STATE/COUNTY-  HI/HAWAII
 TU2572  USGS QUAD   -  KEALAKEKUA (1996)
 TU2572
 TU2572                         *CURRENT SURVEY CONTROL
 TU2572  ___________________________________________________________________
 TU2572* NAD 83(1993)-  19 36 18.54803(N)    155 56 11.07807(W)     ADJUSTED  
 TU2572* LOCAL TIDAL -       560.9    (meters)    1840.     (feet)  VERT ANG  
 TU2572  ___________________________________________________________________
 TU2572  EPOCH DATE  -        1993.62
 TU2572  LAPLACE CORR-          24.03  (seconds)                    DEFLEC99
 TU2572  GEOID HEIGHT-          20.79  (meters)                     GEOID03
 TU2572
 TU2572  HORZ ORDER  -  SECOND
 TU2572
 TU2572.The horizontal coordinates were established by classical geodetic methods
 TU2572.and adjusted by the National Geodetic Survey in December 1998..
 TU2572.The horizontal coordinates are valid at the epoch date displayed above.
 TU2572.The epoch date for horizontal control is a decimal equivalence
 TU2572.of Year/Month/Day.
 TU2572
 TU2572.The orthometric height was determined by vertical angle observations.
 TU2572
 TU2572.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2572
 TU2572.The geoid height was determined by GEOID03.
 TU2572
 TU2572;                    North         East     Units Scale Factor Converg.
 TU2572;SPC HI 1     -    85,491.928   454,219.295   MT  0.99999256   -0 08 47.2
 TU2572;UTM  05      - 2,170,438.510   191,972.289   MT  1.00077296   -0 59 09.8
 TU2572;UTM  04      - 2,170,673.281   821,378.413   MT  1.00087686   +1 01 43.8
 TU2572
 TU2572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2572!SPC HI 1     -   0.99990857  x   0.99999256  =   0.99990113
 TU2572!UTM  05      -   0.99990857  x   1.00077296  =   1.00068146
 TU2572!UTM  04      -   0.99990857  x   1.00087686  =   1.00078535
 TU2572
 TU2572|---------------------------------------------------------------------|
 TU2572| PID    Reference Object                     Distance      Geod. Az  |
 TU2572|                                                           dddmmss.s |
 TU2572| CN5244 JUDD RM 1                             5.454 METERS 02521     |
 TU2572| CN5245 JUDD RM 2                             4.977 METERS 09646     |
 TU2572| TU2618 KEAHUOLU PT SW RNG MARKER           APPROX.10.7 KM 2970942.0 |
 TU2572| TU2625 KAILUA LIGHT                        APPROX. 7.7 KM 2980839.5 |
 TU2572| TU2620 KEAHUOLU PT NW RNG MARKER           APPROX.11.9 KM 3042044.5 |
 TU2572| TU2619 KEAHUOLU PT NE RNG MARKER           APPROX.11.8 KM 3045209.9 |
 TU2572| TU2622 KEAHOLE POINT LIGHTHOUSE            APPROX.18.9 KM 3160741.3 |
 TU2572|---------------------------------------------------------------------|
 TU2572
 TU2572                          SUPERSEDED SURVEY CONTROL
 TU2572
 TU2572  NAD 83(1986)-  19 36 18.54631(N)    155 56 11.10263(W) AD(       ) 2
 TU2572  OLD HI      -  19 36 29.44600(N)    155 56 21.13100(W) AD(       ) 2
 TU2572
 TU2572.Superseded values are not recommended for survey control.
 TU2572.NGS no longer adjusts projects to the OLD HI datum.
 TU2572.See file dsdata.txt to determine how the superseded data were derived.
 TU2572
 TU2572_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9197270439(NAD 83)
 TU2572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2572
 TU2572  HISTORY     - Date     Condition        Report By
 TU2572  HISTORY     - 1948     MONUMENTED       CGS
 TU2572  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2572  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2572  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2572
 TU2572                          STATION DESCRIPTION
 TU2572
 TU2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2572'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF KEAUHOU, ABOUT 5
 TU2572'MILES SOUTHEAST OF KAILUA, ABOUT 2 MILES EAST SOUTHEAST OF HOLAULOA,
 TU2572'ABOUT 0.2 MILE EAST OF A COVERED WATER TANK, ABOUT 0.3 MILE WEST
 TU2572'OF A COVERED WATER TANK, ABOUT 0.3 MILE WEST OF THE TIMBER, ABOUT
 TU2572'0.2 MILE NORTH OF A ROW OF TREES, ABOUT 150 FEET SOUTH OF A ROCK
 TU2572'WALL AND ABOUT 100 FEET NORTH OF THE JUDD TRAIL.  THE STATION
 TU2572'IS ON THE CREST OF AN OPEN, GRASSY, RIDGE WITH HIGHER GROUND
 TU2572'TO THE EAST AND NORTHEAST.
 TU2572'
 TU2572'TO REACH THE STATION FROM THE POST OFFICE IN KEALAKEKUA.  GO
 TU2572'NORTH ON THE ROAD TOWARD HOLUALOA FOR 4.15 MILES.  CONTINUE
 TU2572'STRAIGHT AHEAD, ON THE ROAD TOWARD HOLUALOA, FOR 2.17 MILES.  TURN
 TU2572'RIGHT, PASS UNDER A WOODEN ARCH READING JUDD ROAD, AND GO
 TU2572'EASTERLY, ON A STEEP, BADLY WASHED OUT ROAD, FOR 1.5 MILES TO A
 TU2572'COVERED WATER TANK AND THE END OF TRUCK TRAVEL.  FROM THIS POINT
 TU2572'PACK EASTERLY FOR ABOUT 0.2 MILE TO THE SUMMIT OF A LOW KNOLL
 TU2572'AND THE STATION.
 TU2572'
 TU2572'THE STATION IS A STANDARD DISK, STAMPED JUDD 1948, SET IN THE
 TU2572'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES AND
 TU2572'IS 18 INCHES ON EACH SIDE.
 TU2572'
 TU2572'THE UNDERGROUND MARK IS A STANDARD DISK, UNSTAMPED, SET IN A DRILL
 TU2572'HOLE IN SOLID ROCK ABOUT 2 FEET BELOW THE GROUND.
 TU2572'
 TU2572'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED JUDD 1 1948,
 TU2572'SET IN A DRILL HOLE IN SOLID ROCK WHICH PROJECTS ABOUT 1 FOOT AND
 TU2572'IS ABOUT 2 FEET HIGHER THAN THE STATION.
 TU2572'
 TU2572'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED JUDD 2 1948,
 TU2572'SET IN A DRILL HOLE IN SOLID ROCK WHICH PROJECTS ABOUT 6 INCHES AND
 TU2572'IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2572'
 TU2572'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU2572
 TU2572                          STATION RECOVERY (1962)
 TU2572
 TU2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU2572'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU2572'AND AS DESCRIBED.
 TU2572'
 TU2572'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 TU2572'
 TU2572'A NEW TO REACH FOLLOWS--
 TU2572'
 TU2572'TO REACH THE STATION FROM THE POST OFFICE IN KEALAKEKUA, GO NORTH
 TU2572'ON THE ROAD TOWARD HALUALOA FOR 7.0 MILES TO A ROAD RIGHT, TURN
 TU2572'RIGHT ON PAVED SIDE ROAD BETWEEN TWO GARAGES AND GO 0.1 MILE TO
 TU2572'A GREEN WATER TANK SURROUNDED BY AN ANCHOR FENCE, TURN RIGHT
 TU2572'AROUND TANK ON A DIM TRACK ROAD AND FOLLOW IT FOR 0.4 MILE TO A
 TU2572'STONE WALL AND ALUMINUM GATE.  CONTINUE PAST THE GATE FOR 0.4 MILE
 TU2572'ON THE SAME ROAD TO THE END OF TRUCK TRAVEL.  HERE PACK 500
 TU2572'FEET SOUTH FROM THE ROAD TO THE STATION.
 TU2572
 TU2572                          STATION RECOVERY (1964)
 TU2572
 TU2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU2572'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED.  THE BADLY
 TU2572'WASHED OUT ROAD MENTIONED IS NOW IMPASSABLE AND A PACK IS REQUIRED.
 TU2572
 TU2572                          STATION RECOVERY (1967)
 TU2572
 TU2572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2572'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2572'DISCREPANCY OF 0.06 METER WAS NOTED IN THE DISTANCE TO RM
 TU2572'NO. 1.  IT WAS DOUBLE-CHECKED AND THE 1967 DISTANCE IS CORRECT.  A
 TU2572'WITNESS POST WAS SET AT STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2572'
 TU2572'STATION IS LOCATED ABOUT 4-1/4 MILES SOUTHEAST OF KAILUA AND
 TU2572'1-1/4 MILES SOUTHEAST OF HOLUALOA, ALONG THE NORTH SIDE OF
 TU2572'THE OLD JUDD TRAIL, AT ABOUT 1840 FEET ELEVATION, ON A GRASSY
 TU2572'POINT ON WEST END OF A RIDGE IN PASTURE, ABOUT 1/4-MILE WEST
 TU2572'OF TIMBER-LINE AND ABOUT MIDWAY BETWEEN 2 COVERED WATER TANKS
 TU2572'THAT SET EAST-WEST, ABOUT 2200 FEET APART.  THE UPPER TANK
 TU2572'IS NOT VISIBLE FROM STATION.  THE LOWER (WEST) TANK HAS A RED
 TU2572'ROOF OVER IT.
 TU2572'
 TU2572'TO REACH STATION FROM THE POST OFFICE IN HOLUALOA, GO SOUTH ON
 TU2572'STATE HIGHWAY 18 FOR 1.0 MILE TO NARROW MACADAM SIDE ROAD LEFT,
 TU2572'BETWEEN TWO SMALL GARAGE SHEDS.  TURN LEFT AND GO 0.05 MILE TO
 TU2572'BOARD GATE.  PASS THROUGH GATE, GO RIGHT, AROUND GREEN TANK IN
 TU2572'MESH FENCE, AND CONTINUE ON TRACK ROAD FOR 0.6 MILE TO METAL
 TU2572'GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.4 MILE TO END OF
 TU2572'TRUCK TRAVEL AT FORK, WITH GATE ON RIGHT FORK.  WALK WEST ALONG
 TU2572'FENCE FOR 180 YARDS TO MANGO TREES, THEN GO LEFT, SOUTH, 247
 TU2572'FEET TO STATION.  NOTE--STATION IS NOT VISIBLE FROM END OF TRUCK
 TU2572'TRAVEL, BUT IS JUST BEYOND THE PROMINENT GRASSY KNOLL.
 TU2572'
 TU2572'STATION MARK IS A STANDARD DISK STAMPED JUDD 1948, SET IN THE
 TU2572'TOP OF A 16-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 TU2572'GROUND.  IT IS ABOUT 100 YARDS NORTHEAST OF A GATE IN A FENCE
 TU2572'CORNER, 265 FEET SOUTH OF FENCE LINE, 3 FEET SOUTHEAST OF A
 TU2572'WHITE WITNESS POST, AND 247 FEET SOUTH FROM THE CENTER OF A
 TU2572'CLUMP OF 3 MANGO TREES THAT APPEAR AS 1 TREE.
 TU2572'
 TU2572'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JUDD 1 1948,
 TU2572'CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER PROJECTING 1 FOOT
 TU2572'ABOVE GROUND.  IT IS 1-1/2 FEET HIGHER THAN STATION MARK.
 TU2572'
 TU2572'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JUDD 2 1948,
 TU2572'CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT ROCK PROJECTING
 TU2572'3 INCHES ABOVE GROUND.  IT IS 0.7 FOOT HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0762 ***********************************************************************
 TU0762  DESIGNATION -  JUDY LAUNCHER
 TU0762  PID         -  TU0762
 TU0762  STATE/COUNTY-  HI/KAUAI
 TU0762  USGS QUAD   -  MAKAHA POINT (1983)
 TU0762
 TU0762                         *CURRENT SURVEY CONTROL
 TU0762  ___________________________________________________________________
 TU0762* NAD 83(1993)-  22 04 06.85195(N)    159 46 28.20038(W)     ADJUSTED  
 TU0762* LOCAL TIDAL -        28.956  (meters)      95.00   (feet)  ADJ UNCH  
 TU0762  ___________________________________________________________________
 TU0762  EPOCH DATE  -        1993.62
 TU0762  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 TU0762  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0762
 TU0762  HORZ ORDER  -  SECOND
 TU0762  VERT ORDER  -  SECOND    CLASS 0
 TU0762
 TU0762.The horizontal coordinates were established by classical geodetic methods
 TU0762.and adjusted by the National Geodetic Survey in December 1998..
 TU0762.The horizontal coordinates are valid at the epoch date displayed above.
 TU0762.The epoch date for horizontal control is a decimal equivalence
 TU0762.of Year/Month/Day.
 TU0762
 TU0762.The orthometric height was key entered from printed documents
 TU0762.and not key verified.
 TU0762
 TU0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0762
 TU0762.The geoid height was determined by GEOID03.
 TU0762
 TU0762;                    North         East     Units Scale Factor Converg.
 TU0762;SPC HI 4     -    26,072.902   471,668.381   MT  0.99999991   -0 06 11.3
 TU0762;UTM  04      - 2,440,619.651   420,092.176   MT  0.99967889   -0 17 27.6
 TU0762
 TU0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0762!SPC HI 4     -   0.99999292  x   0.99999991  =   0.99999283
 TU0762!UTM  04      -   0.99999292  x   0.99967889  =   0.99967181
 TU0762
 TU0762                          SUPERSEDED SURVEY CONTROL
 TU0762
 TU0762  NAD 83(1986)-  22 04 06.81710(N)    159 46 28.22665(W) AD(       ) 2
 TU0762  OLD HI      -  22 04 18.10190(N)    159 46 38.27660(W) AD(       ) 2
 TU0762
 TU0762.Superseded values are not recommended for survey control.
 TU0762.NGS no longer adjusts projects to the OLD HI datum.
 TU0762.See file dsdata.txt to determine how the superseded data were derived.
 TU0762
 TU0762_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2009240620(NAD 83)
 TU0762_MARKER: Z = SEE DESCRIPTION
 TU0762_SETTING: 0 = UNSPECIFIED SETTING
 TU0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0762
 TU0762  HISTORY     - Date     Condition        Report By
 TU0762  HISTORY     - 1967     MONUMENTED       CGS
 TU0762  HISTORY     - 1967     GOOD             NGS
 TU0762
 TU0762                          STATION DESCRIPTION
 TU0762
 TU0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0762'THE STATION IS THE CENTER OF A JUDY LAUNCHER.
 TU0762'
 TU0762'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION LAPA,
 TU0762'DISTANCE BEING 32.1814 METERS OR (105.582 FEET) NORTH OF STATION
 TU0762'LAPA.
 TU0762
 TU0762                          STATION RECOVERY (1967)
 TU0762
 TU0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0762'2.4 MI N FROM PMR BARKING SANDS.
 TU0762'1/4 MILES NORTH ALONG AN OILED ROAD FROM THE MAIN GATE AT PMR BARKING
 TU0762'SANDS, THENCE 0.8 MILE NORTH ALONG THE RIGHT FORK, THENCE 0.2 MILE
 TU0762'WEST AND SOUTH TO STATION AT NORTH EDGE OF PAVED AREA.  AN ELEVATION
 TU0762'WAS ESTABLISHED AT THE CENTER OF THE HORIZONTAL AXIS OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0748 ***********************************************************************
 TU0748  DESIGNATION -  JUPITER
 TU0748  PID         -  TU0748
 TU0748  STATE/COUNTY-  HI/KAUAI
 TU0748  USGS QUAD   -  KEKAHA (1983)
 TU0748
 TU0748                         *CURRENT SURVEY CONTROL
 TU0748  ___________________________________________________________________
 TU0748* NAD 83(1993)-  22 03 03.09523(N)    159 46 50.11200(W)     ADJUSTED  
 TU0748* LOCAL TIDAL -         3.420  (meters)      11.22   (feet)  ADJ UNCH  
 TU0748  ___________________________________________________________________
 TU0748  EPOCH DATE  -        1993.62
 TU0748  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 TU0748  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0748
 TU0748  HORZ ORDER  -  SECOND
 TU0748  VERT ORDER  -  SECOND    CLASS 0
 TU0748
 TU0748.The horizontal coordinates were established by classical geodetic methods
 TU0748.and adjusted by the National Geodetic Survey in December 1998..
 TU0748.The horizontal coordinates are valid at the epoch date displayed above.
 TU0748.The epoch date for horizontal control is a decimal equivalence
 TU0748.of Year/Month/Day.
 TU0748
 TU0748.The orthometric height was key entered from printed documents
 TU0748.and not key verified.
 TU0748
 TU0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0748
 TU0748.The geoid height was determined by GEOID03.
 TU0748
 TU0748;                    North         East     Units Scale Factor Converg.
 TU0748;SPC HI 4     -    24,112.978   471,036.566   MT  1.00000036   -0 06 19.2
 TU0748;UTM  04      - 2,438,662.436   419,454.145   MT  0.99968016   -0 17 35.1
 TU0748
 TU0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0748!SPC HI 4     -   0.99999693  x   1.00000036  =   0.99999729
 TU0748!UTM  04      -   0.99999693  x   0.99968016  =   0.99967709
 TU0748
 TU0748|---------------------------------------------------------------------|
 TU0748| PID    Reference Object                     Distance      Geod. Az  |
 TU0748|                                                           dddmmss.s |
 TU0748| TU0751 BALL                                324.261 METERS 06748     |
 TU0748| TU0749 JUPITER RM 1                          8.244 METERS 11441     |
 TU0748| TU2036 JUPITER VAN 1968                     16.710 METERS 12403     |
 TU0748| TU2037 FIC VAN 1968                         28.432 METERS 24122     |
 TU0748| TU0747 JUPITER RM 2                         17.466 METERS 25903     |
 TU0748| TU0746 HIGH                                366.435 METERS 28932     |
 TU0748|---------------------------------------------------------------------|
 TU0748
 TU0748                          SUPERSEDED SURVEY CONTROL
 TU0748
 TU0748  NAD 83(1986)-  22 03 03.06039(N)    159 46 50.13813(W) AD(       ) 2
 TU0748  OLD HI      -  22 03 14.34121(N)    159 47 00.18542(W) AD(       ) 2
 TU0748
 TU0748.Superseded values are not recommended for survey control.
 TU0748.NGS no longer adjusts projects to the OLD HI datum.
 TU0748.See file dsdata.txt to determine how the superseded data were derived.
 TU0748
 TU0748_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1945438662(NAD 83)
 TU0748_MARKER: DS = TRIANGULATION STATION DISK
 TU0748_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0748+WITH SETTING: INTO GROUND
 TU0748_STAMPING: JUPITER 1968
 TU0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0748+STABILITY: SURFACE MOTION
 TU0748
 TU0748  HISTORY     - Date     Condition        Report By
 TU0748  HISTORY     - 1968     MONUMENTED       CGS
 TU0748  HISTORY     - 1968     GOOD             CGS
 TU0748  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0748
 TU0748                          STATION DESCRIPTION
 TU0748
 TU0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0748'THE STATION IS LOCATED IN A LEVEL, SANDY AREA OF THE BARKING SANDS
 TU0748'PACIFIC MISSILE RANGE FACILITY, ABOUT 1.4 MILES NORTH OF THE CONTROL
 TU0748'TOWER, 1/4 MILE NORTHWEST OF THE NORTH END OF THE RUNWAY AND 1/4
 TU0748'MILE EAST OF THE BEACH.
 TU0748'
 TU0748'TO REACH THE STATION FROM THE MAIN GATE OF THE BARKING SANDS
 TU0748'PACIFIC MISSILE RANGE FACILITY, GO NORTH ON NOHILI ROAD NORTH FOR
 TU0748'0.6 MILE TO THE INTERSECTION WITH KALANAMAHIKI PLACE NORTH.  TURN
 TU0748'LEFT AND GO NORTH ON KALANAMAHIKI PLACE NORTH FOR 0.6 MILE TO THE
 TU0748'INTERSECTION WITH PALAI OLANI ROAD.  TURN LEFT AND GO WEST ON
 TU0748'PALAI OLANI ROAD FOR 0.05 MILE TO KUKUI ROAD.  TURN RIGHT AND GO
 TU0748'NORTH ON KUKUI ROAD FOR 0.35 MILE TO HOKU ROAD.  TURN LEFT AND GO
 TU0748'WEST ON HOKU ROAD FOR 0.1 MILE TO THE STATION MARK ON THE
 TU0748'RIGHT.
 TU0748'
 TU0748'THE STATION MARK IS A STANDARD DISK, STAMPED JUPITER 1968, SET IN
 TU0748'THT TOP OF A 3-INCH CAST IRON SEWER PIPE THAT IS FLUSH WITH THE
 TU0748'SURFACE OF THE GROUND.  IT IS 95 FEET EAST-NORTHEAST OF THE
 TU0748'NORTHWEST CORNER OF A LARGE ASPHALT PARKING AREA, 54.3 FEET
 TU0748'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE PARKING AREA AND
 TU0748'16.4 FEET NORTH OF A CABLE RACK.
 TU0748'
 TU0748'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED JUPITER NO 1
 TU0748'1968, SET IN THE TOP OF A 3-INCH CAST IRON SEWER PIPE THAT IS FLUSH
 TU0748'WITH THE SURFACE OF THE GROUND.  IT IS 40.3 FEET EAST OF THE EAST
 TU0748'EDGE OF A METAL FRAME SUPPORTING SOME ELECTRICAL JUNCTION BOXES,
 TU0748'27.8 FEET WEST OF THE NORTHEAST CORNER OF THE ASPHALT PARKING
 TU0748'AREA AND 3.8 FEET NORTH OF THE CABLE RACK.
 TU0748'
 TU0748'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED JUPITER NO 2
 TU0748'1968, SET IN THE TOP OF A 3-INCH CAST IRON SEWER PIPE THAT IS
 TU0748'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31.2 FEET
 TU0748'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE ASPHALT PARKING
 TU0748'AREA, 30.0 FEET WEST-NORTHWEST OF THE WEST EDGE OF THE JUNCTION
 TU0748'BOX FRAME AND 7.8 FEET NORTH OF THE CABLE RACK.
 TU0748
 TU0748                          STATION RECOVERY (1968)
 TU0748
 TU0748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 TU0748'BARKING SANDS PMRF.
 TU0748'0.6 MILE NORTH ALONG NOHILI ROAD FROM THE MAIN GATE OF THE BARKING
 TU0748'SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.6 MILE NORTH ALONG
 TU0748'KALANAMAHIKI PLACE NORTH, THENCE 0.05 MILE WEST ALONG PALAI OLANI
 TU0748'ROAD, THENCE 0.35 MILE NORTH ALONG KUKUI ROAD, THENCE 0.1 MILE WEST
 TU0748'ALONG HOKU ROAD, 95 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 TU0748'LARGE ASPHALT PARKING AREA, 54.3 FEET WEST-NORTHWEST OF THE NORTHEAST
 TU0748'CORNER OF THE PARKING AREA, 16.4 FEET NORTH OF A CABLE RACK AND SET IN
 TU0748'THE TOP OF A 3-INCH CAST IRON SEWER PIPE THAT IS FLUSH WITH THE
 TU0748'SURFACE OF THE GROUND.
 TU0748
 TU0748                          STATION RECOVERY (1983)
 TU0748
 TU0748'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0748'STATION DESTROYED PER PAC. MISSILE RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0749 ***********************************************************************
 TU0749  DESIGNATION -  JUPITER RM 1
 TU0749  PID         -  TU0749
 TU0749  STATE/COUNTY-  HI/KAUAI
 TU0749  USGS QUAD   -  KEKAHA (1983)
 TU0749
 TU0749                         *CURRENT SURVEY CONTROL
 TU0749  ___________________________________________________________________
 TU0749* NAD 83(1986)-  22 03 03.     (N)    159 46 50.     (W)     SCALED    
 TU0749* LOCAL TIDAL -         3.546  (meters)      11.63   (feet)  ADJ UNCH  
 TU0749  ___________________________________________________________________
 TU0749  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0749
 TU0749  VERT ORDER  -  SECOND    CLASS 0
 TU0749
 TU0749.The horizontal coordinates were scaled from a topographic map and have
 TU0749.an estimated accuracy of +/- 6 seconds.
 TU0749
 TU0749.The orthometric height was key entered from printed documents
 TU0749.and not key verified.
 TU0749
 TU0749.The geoid height was determined by GEOID03.
 TU0749
 TU0749;                    North         East    Units  Estimated Accuracy
 TU0749;SPC HI 4     -    24,110.      471,040.      MT  (+/- 180 meters Scaled)
 TU0749
 TU0749                          SUPERSEDED SURVEY CONTROL
 TU0749
 TU0749.No superseded survey control is available for this station.
 TU0749
 TU0749_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK194386(NAD 83)
 TU0749_MARKER: DR = REFERENCE MARK DISK
 TU0749_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0749+WITH SETTING: INTO GROUND
 TU0749_STAMPING: JUPITER NO 1 1968
 TU0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0749+STABILITY: SURFACE MOTION
 TU0749
 TU0749  HISTORY     - Date     Condition        Report By
 TU0749  HISTORY     - 1968     MONUMENTED       CGS
 TU0749
 TU0749                          STATION DESCRIPTION
 TU0749
 TU0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0749'IN BARKING SANDS PMRF.
 TU0749'0.6 MILE NORTH ALONG NOHILI ROAD FROM THE MAIN GATE OF THE BARKING
 TU0749'SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.6 MILE NORTH ALONG
 TU0749'KALANAMAHIKI PLACE NORTH, THENCE 0.05 MILE WEST ALONG PALAI OLANI
 TU0749'ROAD, THENCE 0.35 MILE NORTH ALONG KUKUI ROAD, THENCE 0.1 MILE WEST
 TU0749'ALONG HOKU ROAD, 40.3 FEET EAST OF THE EAST EDGE OF A METAL FRAME
 TU0749'SUPPORTING SOME ELECTRICAL JUNCTION BOXES, 27.8 FET WEST OF THE
 TU0749'NORTHEAST CORNER OF A LARGE ASPHALT PARKING AREA, 3.8 FEET NORTH OF A
 TU0749'CABLE RACK AND SET IN THE TOP OF A 3-INCH CAST IRON SEWER PIPE THAT IS
 TU0749'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0747 ***********************************************************************
 TU0747  DESIGNATION -  JUPITER RM 2
 TU0747  PID         -  TU0747
 TU0747  STATE/COUNTY-  HI/KAUAI
 TU0747  USGS QUAD   -  KEKAHA (1983)
 TU0747
 TU0747                         *CURRENT SURVEY CONTROL
 TU0747  ___________________________________________________________________
 TU0747* NAD 83(1986)-  22 03 03.     (N)    159 46 50.     (W)     SCALED    
 TU0747* LOCAL TIDAL -         3.510  (meters)      11.52   (feet)  ADJ UNCH  
 TU0747  ___________________________________________________________________
 TU0747  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0747
 TU0747  VERT ORDER  -  SECOND    CLASS 0
 TU0747
 TU0747.The horizontal coordinates were scaled from a topographic map and have
 TU0747.an estimated accuracy of +/- 6 seconds.
 TU0747
 TU0747.The orthometric height was key entered from printed documents
 TU0747.and not key verified.
 TU0747
 TU0747.The geoid height was determined by GEOID03.
 TU0747
 TU0747;                    North         East    Units  Estimated Accuracy
 TU0747;SPC HI 4     -    24,110.      471,040.      MT  (+/- 180 meters Scaled)
 TU0747
 TU0747                          SUPERSEDED SURVEY CONTROL
 TU0747
 TU0747.No superseded survey control is available for this station.
 TU0747
 TU0747_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK194386(NAD 83)
 TU0747_MARKER: DR = REFERENCE MARK DISK
 TU0747_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0747+WITH SETTING: INTO GROUND
 TU0747_STAMPING: JUPITER NO 2 1968
 TU0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0747+STABILITY: SURFACE MOTION
 TU0747
 TU0747  HISTORY     - Date     Condition        Report By
 TU0747  HISTORY     - 1968     MONUMENTED       CGS
 TU0747
 TU0747                          STATION DESCRIPTION
 TU0747
 TU0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0747'IN BARKING SANDS PMRF.
 TU0747'0.6 MILE NORTH ALONG NOHILI ROAD FROM THE MAIN GATE OF THE BARKING
 TU0747'SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.6 MILE NORTH ALONG
 TU0747'KALANAMAHIKI PLACE NORTH, THENCE 0.05 MILE WEST ALONG PALAI OLANI
 TU0747'ROAD, THENCE 0.35 MILE NORTH ALONG KUKUI ROAD, THENCE 0.1 MILE WEST
 TU0747'ALONG HOKU ROAD, 31.2 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 TU0747'LARGE ASPHALT PARKING AREA, 30.0 FEET WEST-NORTHWEST OF THE WEST EDGE
 TU0747'OF A METAL FRAME SUPPORTING SOME ELECTRICAL JUNCTION BOXES, 7.8 FEET
 TU0747'NORTH OF A CABLE RACK AND SET IN THE TOP OF A 3-INCH CAST IRON SEWER
 TU0747'PIPE THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2036 ***********************************************************************
 TU2036  DESIGNATION -  JUPITER VAN 1968
 TU2036  PID         -  TU2036
 TU2036  STATE/COUNTY-  HI/KAUAI
 TU2036  USGS QUAD   -  KEKAHA (1983)
 TU2036
 TU2036                         *CURRENT SURVEY CONTROL
 TU2036  ___________________________________________________________________
 TU2036* NAD 83(1993)-  22 03 02.79100(N)    159 46 49.62919(W)     ADJUSTED  
 TU2036* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU2036  ___________________________________________________________________
 TU2036  EPOCH DATE  -        1993.62
 TU2036  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 TU2036  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2036
 TU2036  HORZ ORDER  -  SECOND
 TU2036
 TU2036.The horizontal coordinates were established by classical geodetic methods
 TU2036.and adjusted by the National Geodetic Survey in December 1998..
 TU2036.The horizontal coordinates are valid at the epoch date displayed above.
 TU2036.The epoch date for horizontal control is a decimal equivalence
 TU2036.of Year/Month/Day.
 TU2036
 TU2036.The orthometric height was scaled from a topographic map.
 TU2036
 TU2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2036
 TU2036.The geoid height was determined by GEOID03.
 TU2036
 TU2036;                    North         East     Units Scale Factor Converg.
 TU2036;SPC HI 4     -    24,103.595   471,050.393   MT  1.00000035   -0 06 19.0
 TU2036;UTM  04      - 2,438,653.011   419,467.937   MT  0.99968013   -0 17 34.9
 TU2036
 TU2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2036!SPC HI 4     -   0.99999668  x   1.00000035  =   0.99999703
 TU2036!UTM  04      -   0.99999668  x   0.99968013  =   0.99967681
 TU2036
 TU2036                          SUPERSEDED SURVEY CONTROL
 TU2036
 TU2036  NAD 83(1986)-  22 03 02.75616(N)    159 46 49.65532(W) AD(       ) 2
 TU2036  OLD HI      -  22 03 14.03697(N)    159 46 59.70260(W) AD(       ) 2
 TU2036
 TU2036.Superseded values are not recommended for survey control.
 TU2036.NGS no longer adjusts projects to the OLD HI datum.
 TU2036.See file dsdata.txt to determine how the superseded data were derived.
 TU2036
 TU2036_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1946838653(NAD 83)
 TU2036
 TU2036  HISTORY     - Date     Condition        Report By
 TU2036  HISTORY     - 1968     MONUMENTED       CGS
 TU2036  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2036
 TU2036                          STATION DESCRIPTION
 TU2036
 TU2036'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU2036'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU2036'FACILITY, GO NORTH ON NOHILI ROAD FOR 0.6 MILE TO THE INTERSECTION
 TU2036'WITH KALANAMAHIKI PLACE NORTH.  TURN LEFT AND GO NORTH ON
 TU2036'KALANAMAHIKI PLACE NORTH FOR 0.6 MILE TO PALAI OLANI ROAD.  TURN
 TU2036'LEFT AND GO WEST ON PALAI OLANI ROAD FOR 0.05 MILE TO KUKUI
 TU2036'ROAD.  TURN RIGHT AND GO NORTH ON KUKUI ROAD FOR 0.35 MILE TO
 TU2036'HOKU ROAD.  TURN LEFT AND GO WEST ON HOKU ROAD FOR 0.1 MILE TO
 TU2036'THE STATION IN THE NORTHWEAST CORNER OF A LARGE ASPHALT
 TU2036'PARKING AREA.
 TU2036'
 TU2036'THE JUPITER VAN IS A WHITE-PAINTED, FOUR WHEELED TRAILER WITH A
 TU2036'FIBERGLASS ROOF.
 TU2036'
 TU2036'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JUPITER,
 TU2036'DISTANCE BEING 16.710 METERS (54.82 FEET) SOUTHEAST OF STATION
 TU2036'JUPITER.  POINT TRAVERSED TO WAS THE CENTER OF THE ROOF.
 TU2036
 TU2036                          STATION RECOVERY (1983)
 TU2036
 TU2036'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2036'VAN NO LONGER AT THIS LOCATION OR IN USE STA. DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0302 ***********************************************************************
 TU0302  DESIGNATION -  K
 TU0302  PID         -  TU0302
 TU0302  STATE/COUNTY-  HI/HONOLULU
 TU0302  USGS QUAD   -  HONOLULU (1983)
 TU0302
 TU0302                         *CURRENT SURVEY CONTROL
 TU0302  ___________________________________________________________________
 TU0302* NAD 83(1986)-  21 16 47.     (N)    157 49 47.     (W)     SCALED    
 TU0302* LOCAL TIDAL -         1.421  (meters)       4.66   (feet)  ADJ UNCH  
 TU0302  ___________________________________________________________________
 TU0302  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU0302
 TU0302  VERT ORDER  -  FIRST     CLASS II
 TU0302
 TU0302.The horizontal coordinates were scaled from a topographic map and have
 TU0302.an estimated accuracy of +/- 6 seconds.
 TU0302
 TU0302.The orthometric height was key entered from printed documents
 TU0302.and not key verified.
 TU0302
 TU0302.The geoid height was determined by GEOID03.
 TU0302
 TU0302;                    North         East    Units  Estimated Accuracy
 TU0302;SPC HI 3     -    12,530.      517,670.      MT  (+/- 180 meters Scaled)
 TU0302
 TU0302                          SUPERSEDED SURVEY CONTROL
 TU0302
 TU0302.No superseded survey control is available for this station.
 TU0302
 TU0302_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ214535(NAD 83)
 TU0302_MARKER: Z = SEE DESCRIPTION
 TU0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0302+STABILITY: SURFACE MOTION
 TU0302
 TU0302  HISTORY     - Date     Condition        Report By
 TU0302  HISTORY     - UNK      MONUMENTED
 TU0302  HISTORY     - 1967     GOOD             NGS
 TU0302  HISTORY     - 19951016 GOOD             USPSQD
 TU0302  HISTORY     - 19961106 MARK NOT FOUND   USPSQD
 TU0302  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 TU0302
 TU0302                          STATION DESCRIPTION
 TU0302
 TU0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0302'IN HONOLULU.
 TU0302'IN THE WAIKIKI DISTRICT OF HONOLULU, AT THE INTERSECTION OF KALAKAUA
 TU0302'AVE. AND LEWERS STREET, IN THE CENTER OF THE SOUTHEAST-BOUND TRAFFIC
 TU0302'LANE, ON EXTENSION OF CENTER-LINE OF MAUKA-BOUND LEWERS STREET, 3 FEET
 TU0302'SOUTHEAST OF EXTENSION OF SOUTHEAST CURB LINE OF MAKAI-BOUND LEWERS
 TU0302'STREET, AND 35 FEET NORTH-NORTHWEST OF FIREPLUG NO. 1034.  THE TOP OF
 TU0302'A SMALL BRASS ROD PROJECTING ABOUT 1 INCH FROM THE TOP OF A
 TU0302'3-INCH-DIAMETER, CONCRETE POST BENEATH ROAD SURFACE, INSIDE AN IRON
 TU0302'CASING WITH AN 8-INCH-DIAMETER, IRON COVER FLUSH WITH STREET SURFACE.
 TU0302
 TU0302                          STATION RECOVERY (1995)
 TU0302
 TU0302'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0302'RECOVERED IN GOOD CONDITION.
 TU0302
 TU0302                          STATION RECOVERY (1996)
 TU0302
 TU0302'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0302'MARK NOT FOUND.
 TU0302
 TU0302                          STATION RECOVERY (1999)
 TU0302
 TU0302'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0448 ***********************************************************************
 TU0448  DESIGNATION -  K 10
 TU0448  PID         -  TU0448
 TU0448  STATE/COUNTY-  HI/HONOLULU
 TU0448  USGS QUAD   -  PEARL HARBOR (1983)
 TU0448
 TU0448                         *CURRENT SURVEY CONTROL
 TU0448  ___________________________________________________________________
 TU0448* NAD 83(1986)-  21 20 14.     (N)    157 58 05.     (W)     SCALED    
 TU0448* LOCAL TIDAL -         2.638  (meters)       8.65   (feet)  ADJ UNCH  
 TU0448  ___________________________________________________________________
 TU0448  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU0448
 TU0448  VERT ORDER  -  SECOND    CLASS 0
 TU0448
 TU0448.The horizontal coordinates were scaled from a topographic map and have
 TU0448.an estimated accuracy of +/- 6 seconds.
 TU0448
 TU0448.The orthometric height was key entered from printed documents
 TU0448.and not key verified.
 TU0448
 TU0448.The geoid height was determined by GEOID03.
 TU0448
 TU0448;                    North         East    Units  Estimated Accuracy
 TU0448;SPC HI 3     -    18,880.      503,310.      MT  (+/- 180 meters Scaled)
 TU0448
 TU0448                          SUPERSEDED SURVEY CONTROL
 TU0448
 TU0448.No superseded survey control is available for this station.
 TU0448
 TU0448_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ070598(NAD 83)
 TU0448_MARKER: DB = BENCH MARK DISK
 TU0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0448_SP_SET: WALL
 TU0448_STAMPING: K 10 1966
 TU0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0448+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 TU0448
 TU0448  HISTORY     - Date     Condition        Report By
 TU0448  HISTORY     - 1966     MONUMENTED       CGS
 TU0448  HISTORY     - 20030716 GOOD             GEOCAC
 TU0448
 TU0448                          STATION DESCRIPTION
 TU0448
 TU0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0448'7.2 MI WNW FROM HONOLULU.
 TU0448'TURN LEFT AFTER ENTERING PEARL HARBOR NAVAL BASE THROUGH THE NIMITZ
 TU0448'GATE, PROCEED 1.4 MILES WEST ON SOUTH AVENUE, TURN LEFT ON AVENUE J,
 TU0448'PROCEED THROUGH THE GATE TO HICKAM AIR FORCE BASE, 0.5 MILE ALONG
 TU0448'SOUTH SIDE OF PEARL HARBOR ENTRANCE CHANNEL TO THE UTILITY CROSSING.
 TU0448'THE MARK IS SET FLUSH IN THE CONCRETE WALL OF AN INSPECTION PIT
 TU0448'SURROUNDING THE VALVE SYSTEM FOR THE UTILITY CROSSING.  THERE ARE
 TU0448'THREE JOINING RECTANGULAR INSPECTION PITS WITH CONCRETE WALLS.  THE
 TU0448'DISK IS SET IN ABOUT THE MIDDLE OF THE SOUTHERLY SIDE OF THE LARGEST
 TU0448'PIT, ABOUT 47 FEET EAST OF THE WATER LINE ON THE EAST SIDE OF THE
 TU0448'PEARL HARBOR ENTRANCE CHANNEL.
 TU0448
 TU0448                          STATION RECOVERY (2003)
 TU0448
 TU0448'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0448' 
 TU0448' 
 TU0448' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0692 ***********************************************************************
 TU0692  DESIGNATION -  K 1000
 TU0692  PID         -  TU0692
 TU0692  STATE/COUNTY-  HI/KAUAI
 TU0692  USGS QUAD   -  KEKAHA (1983)
 TU0692
 TU0692                         *CURRENT SURVEY CONTROL
 TU0692  ___________________________________________________________________
 TU0692* NAD 83(1986)-  22 00 41.     (N)    159 46 08.     (W)     SCALED    
 TU0692* LOCAL TIDAL -         2.904  (meters)       9.53   (feet)  ADJ UNCH  
 TU0692  ___________________________________________________________________
 TU0692  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 TU0692
 TU0692  VERT ORDER  -  SECOND    CLASS 0
 TU0692
 TU0692.The horizontal coordinates were scaled from a topographic map and have
 TU0692.an estimated accuracy of +/- 6 seconds.
 TU0692
 TU0692.The orthometric height was key entered from printed documents
 TU0692.and not key verified.
 TU0692
 TU0692.The geoid height was determined by GEOID03.
 TU0692
 TU0692;                    North         East    Units  Estimated Accuracy
 TU0692;SPC HI 4     -    19,740.      472,240.      MT  (+/- 180 meters Scaled)
 TU0692
 TU0692                          SUPERSEDED SURVEY CONTROL
 TU0692
 TU0692.No superseded survey control is available for this station.
 TU0692
 TU0692_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK206342(NAD 83)
 TU0692_MARKER: DB = BENCH MARK DISK
 TU0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0692_STAMPING: K 1000 1964
 TU0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0692+STABILITY: SURFACE MOTION
 TU0692
 TU0692  HISTORY     - Date     Condition        Report By
 TU0692  HISTORY     - 1964     MONUMENTED       CGS
 TU0692  HISTORY     - 1966     GOOD             NGS
 TU0692  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 TU0692
 TU0692                          STATION DESCRIPTION
 TU0692
 TU0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0692'4.6 MI NW FROM KEKAHA.
 TU0692'LOCATED 4.6 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 TU0692'OF STATE HIGHWAYS 50 AND 55 AT KEKAHA, IN THE WEST ANGLE OF A DIAGONAL
 TU0692'CROSSROAD INTERSECTION (THE OLD ROAD RUNNING WEST IS A MILITARY ROAD),
 TU0692'28.5 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 TU0692'NORTHWEST OF THE EDGE OF A CANAL, 10 FEET NORTHWEST OF THE NORTHWEST
 TU0692'END OF A CONCRETE, CULVERT ABUTMENT, 5.4 FEET NORTHWEST OF THE
 TU0692'NORTHWEST LEG OF A 3-LEGGED, IRON STRUCTURE WHICH HAS A SIGN 316-6
 TU0692'ATTACHED TO IT, 21.7 FEET EAST OF A TELEPHONE POLE THAT SETS AT THE
 TU0692'POINT OF A CANE FIELD AND SET IN THE TOP OF A 16-INCH-DIAMETER,
 TU0692'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND.
 TU0692
 TU0692                          STATION RECOVERY (1997)
 TU0692
 TU0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0330 ***********************************************************************
 TU0330  DESIGNATION -  K 11
 TU0330  PID         -  TU0330
 TU0330  STATE/COUNTY-  HI/HONOLULU
 TU0330  USGS QUAD   -  KOKO HEAD (1983)
 TU0330
 TU0330                         *CURRENT SURVEY CONTROL
 TU0330  ___________________________________________________________________
 TU0330* NAD 83(1986)-  21 16 47.     (N)    157 42 33.     (W)     SCALED    
 TU0330* LOCAL TIDAL -         1.286  (meters)       4.22   (feet)  ADJ UNCH  
 TU0330  ___________________________________________________________________
 TU0330  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU0330
 TU0330  VERT ORDER  -  FIRST     CLASS II
 TU0330
 TU0330.The horizontal coordinates were scaled from a topographic map and have
 TU0330.an estimated accuracy of +/- 6 seconds.
 TU0330
 TU0330.The orthometric height was key entered from printed documents
 TU0330.and not key verified.
 TU0330
 TU0330.The geoid height was determined by GEOID03.
 TU0330
 TU0330;                    North         East    Units  Estimated Accuracy
 TU0330;SPC HI 3     -    12,550.      530,180.      MT  (+/- 180 meters Scaled)
 TU0330
 TU0330                          SUPERSEDED SURVEY CONTROL
 TU0330
 TU0330.No superseded survey control is available for this station.
 TU0330
 TU0330_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ339536(NAD 83)
 TU0330_MARKER: DB = BENCH MARK DISK
 TU0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0330_SP_SET: BLOCK
 TU0330_STAMPING: K 11 1969
 TU0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0330
 TU0330  HISTORY     - Date     Condition        Report By
 TU0330  HISTORY     - 1969     MONUMENTED       CGS
 TU0330  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 TU0330
 TU0330                          STATION DESCRIPTION
 TU0330
 TU0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0330'3.4 MI E FROM AINA HAINA.
 TU0330'3.4 MILES EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST HIND
 TU0330'DRIVE AT AINA HAINA, IN THE TOP OF THE NORTHWEST CONCRETE HEAD WALL OF
 TU0330'A CULVERT UNDER THE ENTRANCE ROAD TO RESIDENCE AT 7012 KALANIANAOLE
 TU0330'HIGHWAY, 17.8 FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE ROAD,
 TU0330'60.5 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM FIRE HYDRANT NO. 4489,
 TU0330'14.2 FEET SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE BLOCK GATE POST,
 TU0330'21.6 FEET NORTHEAST OF THE EDGE OF THE PAVEMENT OF THE HIGHWAY, AND
 TU0330'ABOUT 1 FOOT LOWER THAN THE ROAD.
 TU0330
 TU0330                          STATION RECOVERY (1982)
 TU0330
 TU0330'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TU0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0468 ***********************************************************************
 TU0468  DESIGNATION -  K 12
 TU0468  PID         -  TU0468
 TU0468  STATE/COUNTY-  HI/HONOLULU
 TU0468  USGS QUAD   -  HONOLULU (1983)
 TU0468
 TU0468                         *CURRENT SURVEY CONTROL
 TU0468  ___________________________________________________________________
 TU0468* NAD 83(1986)-  21 18 37.     (N)    157 48 34.     (W)     SCALED    
 TU0468* LOCAL TIDAL -        47.678  (meters)     156.42   (feet)  ADJ UNCH  
 TU0468  ___________________________________________________________________
 TU0468  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU0468
 TU0468  VERT ORDER  -  FIRST     CLASS II
 TU0468
 TU0468.The horizontal coordinates were scaled from a topographic map and have
 TU0468.an estimated accuracy of +/- 6 seconds.
 TU0468
 TU0468.The orthometric height was key entered from printed documents
 TU0468.and not key verified.
 TU0468
 TU0468.The geoid height was determined by GEOID03.
 TU0468
 TU0468;                    North         East    Units  Estimated Accuracy
 TU0468;SPC HI 3     -    15,910.      519,770.      MT  (+/- 180 meters Scaled)
 TU0468
 TU0468                          SUPERSEDED SURVEY CONTROL
 TU0468
 TU0468.No superseded survey control is available for this station.
 TU0468
 TU0468_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ234569(NAD 83)
 TU0468_MARKER: DB = BENCH MARK DISK
 TU0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0468_SP_SET: BRIDGE
 TU0468_STAMPING: K 12 1969
 TU0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0468
 TU0468  HISTORY     - Date     Condition        Report By
 TU0468  HISTORY     - 1969     MONUMENTED       CGS
 TU0468  HISTORY     - 19990721 GOOD             USPSQD
 TU0468
 TU0468                          STATION DESCRIPTION
 TU0468
 TU0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0468'IN HONOLULU.
 TU0468'AT HONOLULU, 0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM THE POST
 TU0468'OFFICE, THENCE 1.75 MILES SOUTHEAST ALONG BERETANIA STREET, THENCE
 TU0468'0.55 MILE NORTH ALONG PUNAHOU STREET, THENCE 0.5 MILE NORTH ALONG
 TU0468'MANOA ROAD, THENCE 1.0 MILE NORTHEAST ALONG EAST MANOA ROAD, IN THE
 TU0468'TOP OF THE NORTHWEST CONCRETE WING WALL AT THE SOUTHWEST END OF A
 TU0468'BRIDGE OVER MANOA STREAM, 27 FEET NORTHWEST OF THE CENTER LINE OF THE
 TU0468'ROAD, 14.1 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A WALK-IN
 TU0468'COOLER FOR IGA FOOD STORE AND U.S. POST OFFICE STATION NO. 5, 14.4
 TU0468'FEET NORTH-NORTHEAST OF THE CENTER OF A MANHOLE COVER IN THE SIDEWALK,
 TU0468'47 FEET NORTHWEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE 49, AND
 TU0468'ABOUT 3 FEET LOWER THAN THE ROAD.
 TU0468
 TU0468                          STATION RECOVERY (1999)
 TU0468
 TU0468'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0252 ***********************************************************************
 TU0252  DESIGNATION -  K 13
 TU0252  PID         -  TU0252
 TU0252  STATE/COUNTY-  HI/HONOLULU
 TU0252  USGS QUAD   -  WAIPAHU (1983)
 TU0252
 TU0252                         *CURRENT SURVEY CONTROL
 TU0252  ___________________________________________________________________
 TU0252* NAD 83(1986)-  21 22 56.     (N)    157 56 34.     (W)     SCALED    
 TU0252* LOCAL TIDAL -         3.264  (meters)      10.71   (feet)  ADJ UNCH  
 TU0252  ___________________________________________________________________
 TU0252  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0252
 TU0252  VERT ORDER  -  FIRST     CLASS II
 TU0252
 TU0252.The horizontal coordinates were scaled from a topographic map and have
 TU0252.an estimated accuracy of +/- 6 seconds.
 TU0252
 TU0252.The orthometric height was key entered from printed documents
 TU0252.and not key verified.
 TU0252
 TU0252.The geoid height was determined by GEOID03.
 TU0252
 TU0252;                    North         East    Units  Estimated Accuracy
 TU0252;SPC HI 3     -    23,870.      505,930.      MT  (+/- 180 meters Scaled)
 TU0252
 TU0252                          SUPERSEDED SURVEY CONTROL
 TU0252
 TU0252.No superseded survey control is available for this station.
 TU0252
 TU0252_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ095648(NAD 83)
 TU0252_MARKER: DB = BENCH MARK DISK
 TU0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0252_SP_SET: BRIDGE
 TU0252_STAMPING: K 13 1969
 TU0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0252+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 TU0252
 TU0252  HISTORY     - Date     Condition        Report By
 TU0252  HISTORY     - 1969     MONUMENTED       CGS
 TU0252  HISTORY     - 19951018 GOOD             USPSQD
 TU0252  HISTORY     - 20050912 GOOD             GEOCAC
 TU0252
 TU0252                          STATION DESCRIPTION
 TU0252
 TU0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0252'2.1 MI SE FROM PEARL CITY.
 TU0252'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0252'WAIMANO HOME ROAD AT PEARL CITY, AT THE EAST END OF THE KALAUAO
 TU0252'SPRINGS BRIDGE OVER THE WEST LANES OF THE HIGHWAY, IN THE TOP OF THE
 TU0252'NORTH END OF THE EAST CONCRETE ABUTMENT, 5.6 FEET NORTH OF THE NORTH
 TU0252'CURB OF THE WEST BOUND LANES OF THE HIGHWAY, 0.8 FOOT NORTH OF A
 TU0252'CONCRETE AND METAL RAILING, 6.0 FEET WEST OF THE EAST END OF THE
 TU0252'BRIDGE, 1.4 FEET EAST OF THE WEST SIDE OF THE ABUTMENT, AND ABOUT 1/2
 TU0252'FOOT HIGHER THAN THE HIGHWAY.
 TU0252
 TU0252                          STATION RECOVERY (1995)
 TU0252
 TU0252'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0252'RECOVERED IN GOOD CONDITION.
 TU0252
 TU0252                          STATION RECOVERY (2005)
 TU0252
 TU0252'RECOVERY NOTE BY GEOCACHING 2005 (GFH)
 TU0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0626 ***********************************************************************
 TU0626  DESIGNATION -  K 14
 TU0626  PID         -  TU0626
 TU0626  STATE/COUNTY-  HI/HONOLULU
 TU0626  USGS QUAD   -  EWA (1983)
 TU0626
 TU0626                         *CURRENT SURVEY CONTROL
 TU0626  ___________________________________________________________________
 TU0626* NAD 83(1986)-  21 19 30.     (N)    158 05 03.     (W)     SCALED    
 TU0626* LOCAL TIDAL -        18.093  (meters)      59.36   (feet)  ADJ UNCH  
 TU0626  ___________________________________________________________________
 TU0626  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU0626
 TU0626  VERT ORDER  -  FIRST     CLASS II
 TU0626
 TU0626.The horizontal coordinates were scaled from a topographic map and have
 TU0626.an estimated accuracy of +/- 6 seconds.
 TU0626
 TU0626.The orthometric height was key entered from printed documents
 TU0626.and not key verified.
 TU0626
 TU0626.The geoid height was determined by GEOID03.
 TU0626
 TU0626;                    North         East    Units  Estimated Accuracy
 TU0626;SPC HI 3     -    17,530.      491,270.      MT  (+/- 180 meters Scaled)
 TU0626
 TU0626                          SUPERSEDED SURVEY CONTROL
 TU0626
 TU0626.No superseded survey control is available for this station.
 TU0626
 TU0626_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ949583(NAD 83)
 TU0626_MARKER: DB = BENCH MARK DISK
 TU0626_SETTING: 80 = SET IN A BOULDER
 TU0626_SP_SET: BOULDER
 TU0626_STAMPING: K 14 1969
 TU0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0626+STABILITY: SURFACE MOTION
 TU0626
 TU0626  HISTORY     - Date     Condition        Report By
 TU0626  HISTORY     - 1969     MONUMENTED       CGS
 TU0626  HISTORY     - 1982     MARK NOT FOUND   USGS
 TU0626  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0626
 TU0626                          STATION DESCRIPTION
 TU0626
 TU0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0626'3.65 MI SW FROM EWA.
 TU0626'3.65 MILES SOUTHWEST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA,
 TU0626'1.05 MILE SOUTHWEST OF THE MAIN GATE TO THE BARBERS POINT NAVAL AIR
 TU0626'STATION, IN THE TOP OF A CORAL BOULDER PROJECTING ABOUT 1 1/2 FEET
 TU0626'ABOVE THE GROUND, 12.8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12.2
 TU0626'FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 69.0 FEET WEST OF
 TU0626'POWER POLE 271, 105 FEET EAST OF POWER POLE 272T, ABOUT 40 YARDS
 TU0626'NORTHWEST AND ACROSS THE TRACK FROM A BUILDING IN THE BARBERS POINT
 TU0626'NAVAL AIR STATION BOUNDARY, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 TU0626'0.85 MILE SOUTHEAST OF BENCH MARK 9-3 (SS).
 TU0626
 TU0626                          STATION RECOVERY (1982)
 TU0626
 TU0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TU0626'MARK NOT FOUND.
 TU0626
 TU0626                          STATION RECOVERY (2006)
 TU0626
 TU0626'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0626'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0547 ***********************************************************************
 TU0547  DESIGNATION -  K 15
 TU0547  PID         -  TU0547
 TU0547  STATE/COUNTY-  HI/HONOLULU
 TU0547  USGS QUAD   -  KAENA (1983)
 TU0547
 TU0547                         *CURRENT SURVEY CONTROL
 TU0547  ___________________________________________________________________
 TU0547* NAD 83(1986)-  21 34 50.     (N)    158 11 07.     (W)     SCALED    
 TU0547* LOCAL TIDAL -         3.353  (meters)      11.00   (feet)  ADJ UNCH  
 TU0547  ___________________________________________________________________
 TU0547  GEOID HEIGHT-          14.75  (meters)                     GEOID03
 TU0547
 TU0547  VERT ORDER  -  FIRST     CLASS II
 TU0547
 TU0547.The horizontal coordinates were scaled from a topographic map and have
 TU0547.an estimated accuracy of +/- 6 seconds.
 TU0547
 TU0547.The orthometric height was key entered from printed documents
 TU0547.and not key verified.
 TU0547
 TU0547.The geoid height was determined by GEOID03.
 TU0547
 TU0547;                    North         East    Units  Estimated Accuracy
 TU0547;SPC HI 3     -    45,840.      480,810.      MT  (+/- 180 meters Scaled)
 TU0547
 TU0547                          SUPERSEDED SURVEY CONTROL
 TU0547
 TU0547.No superseded survey control is available for this station.
 TU0547
 TU0547_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ843866(NAD 83)
 TU0547_MARKER: DB = BENCH MARK DISK
 TU0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0547_SP_SET: ABUTMENT
 TU0547_STAMPING: K 15 1969
 TU0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0547
 TU0547  HISTORY     - Date     Condition        Report By
 TU0547  HISTORY     - 1969     MONUMENTED       CGS
 TU0547
 TU0547                          STATION DESCRIPTION
 TU0547
 TU0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0547'4.95 MI W FROM WAIALUA.
 TU0547'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0547'THENCE 4.45 MILES WEST ALONG STATE HIGHWAY 99, IN THE TOP OF THE WEST
 TU0547'CONCRETE ABUTMENT OF A BRIDGE OVER POLIPOLI STREAM, 16.5 FEET SOUTH OF
 TU0547'THE CENTER LINE OF THE HIGHWAY, 0.3 FOOT SOUTH OF A CONCRETE BANISTER,
 TU0547'1.7 FEET EAST OF THE WEST END OF THE BRIDGE, AND ABOUT 1/2 FOOT HIGHER
 TU0547'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0480 ***********************************************************************
 TU0480  DESIGNATION -  K 16
 TU0480  PID         -  TU0480
 TU0480  STATE/COUNTY-  HI/HONOLULU
 TU0480  USGS QUAD   -  KAHANA (1983)
 TU0480
 TU0480                         *CURRENT SURVEY CONTROL
 TU0480  ___________________________________________________________________
 TU0480* NAD 83(1986)-  21 32 18.     (N)    157 50 28.     (W)     SCALED    
 TU0480* LOCAL TIDAL -         2.465  (meters)       8.09   (feet)  ADJ UNCH  
 TU0480  ___________________________________________________________________
 TU0480  GEOID HEIGHT-          14.89  (meters)                     GEOID03
 TU0480
 TU0480  VERT ORDER  -  FIRST     CLASS II
 TU0480
 TU0480.The horizontal coordinates were scaled from a topographic map and have
 TU0480.an estimated accuracy of +/- 6 seconds.
 TU0480
 TU0480.The orthometric height was key entered from printed documents
 TU0480.and not key verified.
 TU0480
 TU0480.The geoid height was determined by GEOID03.
 TU0480
 TU0480;                    North         East    Units  Estimated Accuracy
 TU0480;SPC HI 3     -    41,160.      516,460.      MT  (+/- 180 meters Scaled)
 TU0480
 TU0480                          SUPERSEDED SURVEY CONTROL
 TU0480
 TU0480.No superseded survey control is available for this station.
 TU0480
 TU0480_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ200821(NAD 83)
 TU0480_MARKER: DB = BENCH MARK DISK
 TU0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0480_SP_SET: BRIDGE
 TU0480_STAMPING: K 16 1969
 TU0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0480
 TU0480  HISTORY     - Date     Condition        Report By
 TU0480  HISTORY     - 1969     MONUMENTED       CGS
 TU0480  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0480
 TU0480                          STATION DESCRIPTION
 TU0480
 TU0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0480'1.6 MI SE FROM KAAAWA.
 TU0480'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0480'KAAAWA, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 TU0480'SOUTHWEST CONCRETE HEAD WALL OF A SMALL CONCRETE BRIDGE OVER A
 TU0480'BACKWATER SLOUGH, 17.2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TU0480'HIGHWAY, 35.4 FEET NORTHWEST OF POWER POLE 206, AND ABOUT 1/2 FOOT
 TU0480'LOWER THAN THE HIGHWAY.
 TU0480
 TU0480                          STATION RECOVERY (1981)
 TU0480
 TU0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0320 ***********************************************************************
 TU0320  DESIGNATION -  K 2
 TU0320  PID         -  TU0320
 TU0320  STATE/COUNTY-  HI/HONOLULU
 TU0320  USGS QUAD   -  HONOLULU (1983)
 TU0320
 TU0320                         *CURRENT SURVEY CONTROL
 TU0320  ___________________________________________________________________
 TU0320* NAD 83(1993)-  21 16 41.26732(N)    157 47 02.32275(W)     ADJUSTED  
 TU0320* LOCAL TIDAL -        11.465  (meters)      37.61   (feet)  ADJ UNCH  
 TU0320  ___________________________________________________________________
 TU0320  EPOCH DATE  -        1993.62
 TU0320  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 TU0320  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0320
 TU0320  HORZ ORDER  -  THIRD
 TU0320  VERT ORDER  -  FIRST     CLASS II
 TU0320
 TU0320.The horizontal coordinates were established by classical geodetic methods
 TU0320.and adjusted by the National Geodetic Survey in December 1998..
 TU0320.The horizontal coordinates are valid at the epoch date displayed above.
 TU0320.The epoch date for horizontal control is a decimal equivalence
 TU0320.of Year/Month/Day.
 TU0320
 TU0320.The orthometric height was key entered from printed documents
 TU0320.and not key verified.
 TU0320
 TU0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0320
 TU0320.The geoid height was determined by GEOID03.
 TU0320
 TU0320;                    North         East     Units Scale Factor Converg.
 TU0320;SPC HI 3     -    12,356.404   522,417.782   MT  0.99999621   +0 04 42.2
 TU0320;UTM  04      - 2,353,415.386   626,151.089   MT  0.99979665   +0 26 28.9
 TU0320
 TU0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0320!SPC HI 3     -   0.99999575  x   0.99999621  =   0.99999196
 TU0320!UTM  04      -   0.99999575  x   0.99979665  =   0.99979240
 TU0320
 TU0320|---------------------------------------------------------------------|
 TU0320| PID    Reference Object                     Distance      Geod. Az  |
 TU0320|                                                           dddmmss.s |
 TU0320| CJ9388 K 2 RM 1                             17.719 METERS 08839     |
 TU0320| TU1192 KAIMUKI                             APPROX. 1.6 KM 2692838.2 |
 TU0320| CJ9389 K 2 RM 2                              4.633 METERS 30651     |
 TU0320| TU1185 WILHELMINA C OF RESERVOIR SHED      APPROX. 2.2 KM 3563900.1 |
 TU0320|---------------------------------------------------------------------|
 TU0320
 TU0320                          SUPERSEDED SURVEY CONTROL
 TU0320
 TU0320  NAD 83(1986)-  21 16 41.21676(N)    157 47 02.33155(W) AD(       ) 3
 TU0320  OLD HI      -  21 16 52.61200(N)    157 47 12.20200(W) AD(       ) 3
 TU0320
 TU0320.Superseded values are not recommended for survey control.
 TU0320.NGS no longer adjusts projects to the OLD HI datum.
 TU0320.See file dsdata.txt to determine how the superseded data were derived.
 TU0320
 TU0320_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2615153415(NAD 83)
 TU0320_MARKER: DB = BENCH MARK DISK
 TU0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0320_STAMPING: K 2 1927
 TU0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0320+STABILITY: SURFACE MOTION
 TU0320
 TU0320  HISTORY     - Date     Condition        Report By
 TU0320  HISTORY     - 1928     MONUMENTED       CGS
 TU0320  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TU0320  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0320  HISTORY     - 1963     GOOD             NGS
 TU0320  HISTORY     - 1967     GOOD             NGS
 TU0320  HISTORY     - 19990418 MARK NOT FOUND   USPSQD
 TU0320
 TU0320                          STATION DESCRIPTION
 TU0320
 TU0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU0320'A STANDARD COAST AND GEODETIC SURVEY BENCH MARK SET IN CONCRETE
 TU0320'PIER, STANDARD K 2, JUST INSIDE OF FENCE CORNER OF GOLF COURSE
 TU0320'AT SOUTHEAST CORNER OF JUNCTION OF WAIALAE AND ISENBERGH ROADS.
 TU0320
 TU0320                          STATION RECOVERY (1955)
 TU0320
 TU0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU0320'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 TU0320'FOLLOWS--
 TU0320'
 TU0320'NEAR THE INTERSECTION OF WAIALAE AVENUE AND KEALAOLU AVENUE, ACROSS
 TU0320'THE AVENUE FROM JOE FATTS RESTAURANT, 60 FEET EAST OF THE
 TU0320'EASTERLY GAS PUMPING PLATFORM OF A SERVICE STATION, 28 FEET EAST
 TU0320'OF THE CENTER-LINE OF KEALAOLU AVENUE EXTENDED, 7 FEET SOUTH OF
 TU0320'THE EDGE OF A CONCRETE SIDEWALK, ON THE NORTHWEST EDGE OF A
 TU0320'TRIANGULAR SHAPED DIRT AND GRASS PLOT, AND 14 INCHES BELOW THE
 TU0320'SURFACE OF THE GROUND, CONTAINED IN A 8-INCH CIRCULAR CAST IRON
 TU0320'PIPE, COVERED WITH A SMOOTH COVER FLUSH WITH THE GROUND.  THE
 TU0320'PIPE RESTS UPON A ROCK CRIBBING SURROUNDING THE MARK.  A
 TU0320'CROSS HAS BEEN CHISELED IN TOP OF THE MARK, PARTIALLY
 TU0320'OBLITERATING THE K.
 TU0320'
 TU0320'ACCORDING TO THE TERRITORIAL HIGHWAY DEPARTMENT THIS MARK WAS
 TU0320'NEVER DISTURBED WHEN NEW CONSTRUCTION WAS BEING DONE.  HOWEVER,
 TU0320'IT SHOULD BE USED WITH CAUTION.
 TU0320
 TU0320                          STATION RECOVERY (1963)
 TU0320
 TU0320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0320'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO
 TU0320'NEW REFERENCE MARKS, NUMBERS ONE AND TWO, WERE ESTABLISHED.  A
 TU0320'COMPLETE DESCRIPTION FOLLOWS--
 TU0320'
 TU0320'STATION IS LOCATED ABOUT 5-1/4 MILES AIRLINE EAST-SOUTHEAST OF
 TU0320'THE FEDERAL BUILDING IN HONOLULU AND 1-3/4 MILES WEST OF AINA
 TU0320'HAINA.  ALONG THE SOUTH SIDE OF KALANIANAOLE HIGHWAY, AT THE
 TU0320'NORTHWEST TIP OF THE WAIALAE GOLF COURSE, IN A SMALL,
 TU0320'TRIANGLE-SHAPED, GRASSY PLOT AT THE NORTHEAST CORNER OF A FLYING
 TU0320'A SERVICE STATION LOT, AND IN THE WEST ANGLE OF THE INTERSECTION
 TU0320'OF KALANIANAOLE HIGHWAY AND KEALAOLU AVE.
 TU0320'
 TU0320'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 TU0320'OF WEST HIND DRIVE AND KALANIANAOLE HIGHWAY IN AINA HAINA, GO
 TU0320'WEST ON KALANIANAOLE HIGHWAY FOR 1.9 MILES TO STATION ON LEFT.
 TU0320'
 TU0320'STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED K2, SET IN
 TU0320'THE TOP OF A CONCRETE MONUMENT ABOUT 1 FOOT BELOW GROUND
 TU0320'LEVEL.  ACCESS TO THE MARK IS HAD BY REMOVING A SMOOTH-TOPPED,
 TU0320'8-INCH-DIAMETER, IRON HAND-HOLE COVER FROM THE TOP OF AN IRON
 TU0320'CASING WHICH IS FLUSH WITH GROUND LEVEL.  THE MARK IS 45 FEET
 TU0320'EAST OF EASTERNMOST GAS PUMP OF THE SERVICE STATION, 29 FEET
 TU0320'NORTHEAST OF THE EXTENDED CENTER LINE OF KEALAOLU AVE, 26 FEET
 TU0320'WEST-SOUTHWEST OF STREET SIGNPOST KEALAOLU AVE-WAILAE AVE, 15
 TU0320'FEET SOUTH OF SOUTH CURB LINE OF WAIALAE AVE, 6 FEET
 TU0320'WEST-SOUTHWEST OF THE CENTER OF A LARGE MANHOLE COVER WITH WATER
 TU0320'EMBOSSED ON IT.
 TU0320'
 TU0320'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BM K2 NO 1
 TU0320'1928 1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK ON
 TU0320'EAST SIDE OF KEALAOLU AVE, 4.5 FEET EAST-NORTHEAST OF STREET
 TU0320'SIGN KEALAOLU AVE-KALANIANAOLE HWY, 7 FEET EAST OF POINTED END
 TU0320'OF SIDEWALK, 6 INCHES NORTH OF EDGE OF SIDEWALK, AND ABOUT 1-1/2
 TU0320'FEET HIGHER THAN STATION MARK.
 TU0320'
 TU0320'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BM K2 NO 2
 TU0320'1928 1963, CEMENTED IN A DRILL HOLE IN THE SIDEWALK IN FRONT OF THE
 TU0320'SERVICE STATION, 6 INCHES NORTH OF EDGE OF SIDEWALK, 3.7 FEET
 TU0320'NORTHWEST OF A METAL LIGHT POLE, 9-1/2 FEET SOUTHWEST OF A POWER
 TU0320'POLE, 17 FEET EAST OF LARGE MANHOLE COVER IN SIDEWALK, AND ABOUT
 TU0320'1-1/2 FEET HIGHER THAN STATION MARK.
 TU0320'
 TU0320'NOTE--A CROSS CHISELED IN THE CENTER OF THE DISK (STATION), HAS
 TU0320'THE LETTER K PARTLY OBLITERATED.
 TU0320
 TU0320                          STATION RECOVERY (1963)
 TU0320
 TU0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TU0320'5.8 MI SE FROM HONOLULU.
 TU0320'5.8 MILES SOUTHEAST ALONG KING STREET AND WAIALAE AVENUE FROM THE
 TU0320'FEDERAL BUILDING IN HONOLULU.  IN A SMALL, GRASSY, TRIANGLE-SHAPED
 TU0320'PLOT AT THE NORTHEAST CORNER OF A FLYING-A SERVICE STATION LOT, 45
 TU0320'FEET EAST OF THE EASTERN-MOST GAS PUMP, 29.5 FEET NORTHEAST OF THE
 TU0320'EXTENDED CENTER LINE OF KEALAOLU AVENUE, 26.0 FEET WEST-SOUTHWEST OF
 TU0320'STREET SIGNPOST KEALAOLU AVE-WAIALAE AVE, 15 FEET SOUTH OF THE CURB
 TU0320'LINE OF WAIALAE AVENUE, 6 FEET WEST-SOUTHWEST OF THE CENTER OF A LARGE
 TU0320'MANHOLE COVER WITH WATER EMBOSSED ON TOP, AND SET IN THE TOP OF A
 TU0320'CONCRETE MONUMENT ABOUT 1 FOOT BELOW GROUND LEVEL.  ACCESS TO THE MARK
 TU0320'IS HAD THROUGH A SMOOTH-TOPPED, 8-INCH-DIAMETER, IRON HAND-HOLE COVER.
 TU0320'NOTE-- A CROSS CHISELED AT THE CENTER OF THE DISK HAS THE LETTER K
 TU0320'PARTLY OBLITERATED.
 TU0320
 TU0320                          STATION RECOVERY (1967)
 TU0320
 TU0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0320'RECOVERED IN GOOD CONDITION.
 TU0320
 TU0320                          STATION RECOVERY (1999)
 TU0320
 TU0320'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0321 ***********************************************************************
 TU0321  DESIGNATION -  K 2 RESET 1967
 TU0321  PID         -  TU0321
 TU0321  STATE/COUNTY-  HI/HONOLULU
 TU0321  USGS QUAD   -  HONOLULU (1983)
 TU0321
 TU0321                         *CURRENT SURVEY CONTROL
 TU0321  ___________________________________________________________________
 TU0321* NAD 83(1986)-  21 16 45.     (N)    157 47 02.     (W)     SCALED    
 TU0321* LOCAL TIDAL -        15.626  (meters)      51.27   (feet)  ADJ UNCH  
 TU0321  ___________________________________________________________________
 TU0321  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0321
 TU0321  VERT ORDER  -  FIRST     CLASS II
 TU0321
 TU0321.The horizontal coordinates were scaled from a topographic map and have
 TU0321.an estimated accuracy of +/- 6 seconds.
 TU0321
 TU0321.The orthometric height was key entered from printed documents
 TU0321.and not key verified.
 TU0321
 TU0321.The geoid height was determined by GEOID03.
 TU0321
 TU0321;                    North         East    Units  Estimated Accuracy
 TU0321;SPC HI 3     -    12,470.      522,430.      MT  (+/- 180 meters Scaled)
 TU0321
 TU0321                          SUPERSEDED SURVEY CONTROL
 TU0321
 TU0321.No superseded survey control is available for this station.
 TU0321
 TU0321_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ261535(NAD 83)
 TU0321_MARKER: DB = BENCH MARK DISK
 TU0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0321_SP_SET: STEP
 TU0321_STAMPING: K 2 RESET 1967
 TU0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0321
 TU0321  HISTORY     - Date     Condition        Report By
 TU0321  HISTORY     - 1967     MONUMENTED       CGS
 TU0321  HISTORY     - 1969     GOOD             NGS
 TU0321  HISTORY     - 19990419 GOOD             USPSQD
 TU0321
 TU0321                          STATION DESCRIPTION
 TU0321
 TU0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0321'5.8 MI SE FROM HONOLULU.
 TU0321'5.8 MILES SOUTHEAST ALONG KING STREET AND WAIALAE AVENUE FROM THE
 TU0321'FEDERAL BUILDING AT HONOLULU, THENCE LEFT ON KILAUEA AVENUE FOR 0.05
 TU0321'MILE, IN THE STEPS AT THE ENTRANCE TO THE KAIMUKI BRANCH YMCA BUILDING
 TU0321'AT 4835 KILAUEA AVENUE, 61 FEET EAST OF THE EAST CURB OF THE AVENUE,
 TU0321'59.2 FEET EAST OF FIREPLUG NO. 4601, 37 FEET EAST OF A FLAGPOLE, 13
 TU0321'FEET NORTH OF THE CENTER LINE OF THE EXIT DRIVEWAY OF THE YMCA PARKING
 TU0321'LOT, AND IN THE TOP OF THE EAST END OF THE SECOND STEP.
 TU0321
 TU0321                          STATION RECOVERY (1999)
 TU0321
 TU0321'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0060 ***********************************************************************
 TU0060  DESIGNATION -  K 20
 TU0060  PID         -  TU0060
 TU0060  STATE/COUNTY-  HI/HAWAII
 TU0060  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0060
 TU0060                         *CURRENT SURVEY CONTROL
 TU0060  ___________________________________________________________________
 TU0060* NAD 83(1986)-  19 34 01.     (N)    155 05 04.     (W)     SCALED    
 TU0060* LOCAL TIDAL -       348.084  (meters)    1142.01   (feet)  ADJ UNCH  
 TU0060  ___________________________________________________________________
 TU0060  GEOID HEIGHT-          19.08  (meters)                     GEOID03
 TU0060
 TU0060  VERT ORDER  -  FIRST     CLASS I
 TU0060
 TU0060.The horizontal coordinates were scaled from a topographic map and have
 TU0060.an estimated accuracy of +/- 6 seconds.
 TU0060
 TU0060.The orthometric height was key entered from printed documents
 TU0060.and not key verified.
 TU0060
 TU0060.The geoid height was determined by GEOID03.
 TU0060
 TU0060;                    North         East    Units  Estimated Accuracy
 TU0060;SPC HI 1     -    81,260.      543,600.      MT  (+/- 180 meters Scaled)
 TU0060
 TU0060                          SUPERSEDED SURVEY CONTROL
 TU0060
 TU0060.No superseded survey control is available for this station.
 TU0060
 TU0060_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB813648(NAD 83)
 TU0060_MARKER: DB = BENCH MARK DISK
 TU0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0060_SP_SET: CULVERT
 TU0060_STAMPING: K 20 1975
 TU0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0060
 TU0060  HISTORY     - Date     Condition        Report By
 TU0060  HISTORY     - 1975     MONUMENTED       NGS
 TU0060
 TU0060                          STATION DESCRIPTION
 TU0060
 TU0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0060'2.05 MI NE FROM MOUNTAIN VIEW.
 TU0060'2.05 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 TU0060'MOUNTAIN VIEW, IN TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 TU0060'HEADWALL FOR A LARGE CONCRETE PIPE CULVERT UNDER THE HWY., 154.0 FEET
 TU0060'SOUTHWEST OF THE CENTERLINE OF KUKUI CAMP ROAD, 26.0 FEET NORTHWEST OF
 TU0060'THE CENTERLINE OF ST. HWY. 11, AND 1 FOOT BELOW LEVEL OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0165 ***********************************************************************
 TU0165  DESIGNATION -  K 21
 TU0165  PID         -  TU0165
 TU0165  STATE/COUNTY-  HI/HAWAII
 TU0165  USGS QUAD   -  KOKOOLAU (1982)
 TU0165
 TU0165                         *CURRENT SURVEY CONTROL
 TU0165  ___________________________________________________________________
 TU0165* NAD 83(1986)-  19 31 09.     (N)    155 30 41.     (W)     SCALED    
 TU0165* LOCAL TIDAL -      3415.845  (meters)   11206.82   (feet)  ADJ UNCH  
 TU0165  ___________________________________________________________________
 TU0165  GEOID HEIGHT-          27.61  (meters)                     GEOID03
 TU0165
 TU0165  VERT ORDER  -  FIRST     CLASS I
 TU0165
 TU0165.The horizontal coordinates were scaled from a topographic map and have
 TU0165.an estimated accuracy of +/- 6 seconds.
 TU0165
 TU0165.The orthometric height was key entered from printed documents
 TU0165.and not key verified.
 TU0165
 TU0165.The geoid height was determined by GEOID03.
 TU0165
 TU0165;                    North         East    Units  Estimated Accuracy
 TU0165;SPC HI 1     -    75,920.      498,810.      MT  (+/- 180 meters Scaled)
 TU0165
 TU0165                          SUPERSEDED SURVEY CONTROL
 TU0165
 TU0165.No superseded survey control is available for this station.
 TU0165
 TU0165_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB364602(NAD 83)
 TU0165_MARKER: DB = BENCH MARK DISK
 TU0165_SETTING: 66 = SET IN ROCK OUTCROP
 TU0165_SP_SET: BEDROCK
 TU0165_STAMPING: K 21 1975
 TU0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0165+STABILITY: POSITION/ELEVATION WELL
 TU0165
 TU0165  HISTORY     - Date     Condition        Report By
 TU0165  HISTORY     - 1975     MONUMENTED       NGS
 TU0165
 TU0165                          STATION DESCRIPTION
 TU0165
 TU0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0165'25.70 MI SW FROM VOLCANO.
 TU0165'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0165'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG THE STATE
 TU0165'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0165'CONTINUE 10.15 MILES SOUTHWESTERLY ALONG THE MAUNA LOA TRAIL FROM THE
 TU0165'END OF THE ROAD TO MARK ON RIGHT ON THE OUTSIDE CURVE, 12.0 FEET
 TU0165'NORTHWEST OF TRAIL, 15.0 FEET WEST OF A LARGE CAIRN, 8 INCHES EAST OF
 TU0165'A SMALL CAIRN, ABOUT LEVEL WITH TRAIL, AND IN TOP OF A LAVA BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0859 ***********************************************************************
 TU0859  DESIGNATION -  K 22
 TU0859  PID         -  TU0859
 TU0859  STATE/COUNTY-  HI/MAUI
 TU0859  USGS QUAD   -  MAALAEA (1996)
 TU0859
 TU0859                         *CURRENT SURVEY CONTROL
 TU0859  ___________________________________________________________________
 TU0859* NAD 83(1986)-  20 48 11.     (N)    156 28 02.     (W)     SCALED    
 TU0859* LOCAL TIDAL -         7.536  (meters)      24.72   (feet)  ADJUSTED  
 TU0859  ___________________________________________________________________
 TU0859  GEOID HEIGHT-          16.40  (meters)                     GEOID03
 TU0859
 TU0859  VERT ORDER  -  FIRST     CLASS I
 TU0859
 TU0859.The horizontal coordinates were scaled from a topographic map and have
 TU0859.an estimated accuracy of +/- 6 seconds.
 TU0859
 TU0859.The orthometric height was determined by differential leveling
 TU0859.and adjusted by the National Geodetic Survey in December 2003..
 TU0859
 TU0859.The geoid height was determined by GEOID03.
 TU0859
 TU0859;                    North         East    Units  Estimated Accuracy
 TU0859;SPC HI 2     -    52,020.      520,760.      MT  (+/- 180 meters Scaled)
 TU0859
 TU0859                          SUPERSEDED SURVEY CONTROL
 TU0859
 TU0859.No superseded survey control is available for this station.
 TU0859
 TU0859_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ636024(NAD 83)
 TU0859_MARKER: DV = VERTICAL CONTROL DISK
 TU0859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0859_SP_SET: BRIDGE ABUTMENT
 TU0859_STAMPING: K 22 1979
 TU0859_MARK LOGO: NGS   
 TU0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0859
 TU0859  HISTORY     - Date     Condition        Report By
 TU0859  HISTORY     - 1979     MONUMENTED       NGS
 TU0859
 TU0859                          STATION DESCRIPTION
 TU0859
 TU0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0859'1.4 MILES NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 TU0859'HIGHWAYS 35 AND 31 IN KIHEI, SET IN THE NORTHWEST ABUTMENT OF THE
 TU0859'BRIDGE OVER A CREEK, 18 FEET WEST OF THE CENTER OF THE HIGHWAY, AND 1
 TU0859'FOOT SOUTH OF THE NORTH CONCRETE BRIDGE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0893 ***********************************************************************
 TU0893  DESIGNATION -  K 23
 TU0893  PID         -  TU0893
 TU0893  STATE/COUNTY-  HI/MAUI
 TU0893  USGS QUAD   -  MAKENA (1995)
 TU0893
 TU0893                         *CURRENT SURVEY CONTROL
 TU0893  ___________________________________________________________________
 TU0893* NAD 83(1986)-  20 40 32.     (N)    156 23 38.     (W)     SCALED    
 TU0893* LOCAL TIDAL -       627.129  (meters)    2057.51   (feet)  ADJUSTED  
 TU0893  ___________________________________________________________________
 TU0893  GEOID HEIGHT-          17.02  (meters)                     GEOID03
 TU0893
 TU0893  VERT ORDER  -  FIRST     CLASS I
 TU0893
 TU0893.The horizontal coordinates were scaled from a topographic map and have
 TU0893.an estimated accuracy of +/- 6 seconds.
 TU0893
 TU0893.The orthometric height was determined by differential leveling
 TU0893.and adjusted by the National Geodetic Survey in December 2003..
 TU0893
 TU0893.The geoid height was determined by GEOID03.
 TU0893
 TU0893;                    North         East    Units  Estimated Accuracy
 TU0893;SPC HI 2     -    37,910.      528,420.      MT  (+/- 180 meters Scaled)
 TU0893
 TU0893                          SUPERSEDED SURVEY CONTROL
 TU0893
 TU0893.No superseded survey control is available for this station.
 TU0893
 TU0893_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH715884(NAD 83)
 TU0893_MARKER: DV = VERTICAL CONTROL DISK
 TU0893_SETTING: 66 = SET IN ROCK OUTCROP
 TU0893_SP_SET: SET IN ROCK OUTCROP
 TU0893_STAMPING: K 23 1979
 TU0893_MARK LOGO: NGS   
 TU0893_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0893+STABILITY: POSITION/ELEVATION WELL
 TU0893
 TU0893  HISTORY     - Date     Condition        Report By
 TU0893  HISTORY     - 1979     MONUMENTED       NGS
 TU0893
 TU0893                          STATION DESCRIPTION
 TU0893
 TU0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0893'6.8 MI NE FROM MAKENA.
 TU0893'5.8 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0893'IN MAKENA, AND THENCE 1.0 MILE NORTHEAST ALONG HIGHWAY 37, SET IN LAVA
 TU0893'FLOW OUTCROP, 0.05 MILE EAST OF A DRIVEWAY LEADING SOUTH, 12 FEET
 TU0893'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0923 ***********************************************************************
 TU0923  DESIGNATION -  K 24
 TU0923  PID         -  TU0923
 TU0923  STATE/COUNTY-  HI/MAUI
 TU0923  USGS QUAD   -  PAIA (1997)
 TU0923
 TU0923                         *CURRENT SURVEY CONTROL
 TU0923  ___________________________________________________________________
 TU0923* NAD 83(1986)-  20 53 33.     (N)    156 26 29.     (W)     SCALED    
 TU0923* LOCAL TIDAL -         5.586  (meters)      18.33   (feet)  ADJUSTED  
 TU0923  ___________________________________________________________________
 TU0923  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0923
 TU0923  VERT ORDER  -  FIRST     CLASS I
 TU0923
 TU0923.The horizontal coordinates were scaled from a topographic map and have
 TU0923.an estimated accuracy of +/- 6 seconds.
 TU0923
 TU0923.The orthometric height was determined by differential leveling
 TU0923.and adjusted by the National Geodetic Survey in December 2003..
 TU0923
 TU0923.The geoid height was determined by GEOID03.
 TU0923
 TU0923;                    North         East    Units  Estimated Accuracy
 TU0923;SPC HI 2     -    61,920.      523,440.      MT  (+/- 180 meters Scaled)
 TU0923
 TU0923                          SUPERSEDED SURVEY CONTROL
 TU0923
 TU0923.No superseded survey control is available for this station.
 TU0923
 TU0923_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ661123(NAD 83)
 TU0923_MARKER: DV = VERTICAL CONTROL DISK
 TU0923_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0923_SP_SET: ABUTMENT ON LAVA FLOW
 TU0923_STAMPING: K 24 1979
 TU0923_MARK LOGO: NGS   
 TU0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0923
 TU0923  HISTORY     - Date     Condition        Report By
 TU0923  HISTORY     - 1979     MONUMENTED       NGS
 TU0923
 TU0923                          STATION DESCRIPTION
 TU0923
 TU0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0923'1.8 MILES EAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF STATE
 TU0923'HIGHWAY 35 IN KAHULUI, 0.2 MILE WEST OF THE ENTRANCE TO THE KAHULUI
 TU0923'AIRPORT, SET IN TOP OF AND 1 FOOT WEST OF THE EAST END OF THE SOUTH
 TU0923'ABUTMENT OF A HIGHWAY BRIDGE, 12 FEET SOUTH OF THE CENTER OF THE
 TU0923'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0578 ***********************************************************************
 TU0578  DESIGNATION -  K 3
 TU0578  PID         -  TU0578
 TU0578  STATE/COUNTY-  HI/HONOLULU
 TU0578  USGS QUAD   -  KAENA (1983)
 TU0578
 TU0578                         *CURRENT SURVEY CONTROL
 TU0578  ___________________________________________________________________
 TU0578* NAD 83(1993)-  21 30 02.26983(N)    158 13 47.04250(W)     ADJUSTED  
 TU0578* LOCAL TIDAL -         5.219  (meters)      17.12   (feet)  ADJ UNCH  
 TU0578  ___________________________________________________________________
 TU0578  EPOCH DATE  -        1993.62
 TU0578  LAPLACE CORR-           9.51  (seconds)                    DEFLEC99
 TU0578  GEOID HEIGHT-          15.06  (meters)                     GEOID03
 TU0578
 TU0578  HORZ ORDER  -  SECOND
 TU0578  VERT ORDER  -  FIRST     CLASS II
 TU0578
 TU0578.The horizontal coordinates were established by classical geodetic methods
 TU0578.and adjusted by the National Geodetic Survey in December 1998..
 TU0578.The horizontal coordinates are valid at the epoch date displayed above.
 TU0578.The epoch date for horizontal control is a decimal equivalence
 TU0578.of Year/Month/Day.
 TU0578
 TU0578.The orthometric height was key entered from printed documents
 TU0578.and not key verified.
 TU0578
 TU0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0578
 TU0578.The geoid height was determined by GEOID03.
 TU0578
 TU0578;                    North         East     Units Scale Factor Converg.
 TU0578;SPC HI 3     -    36,994.064   476,195.206   MT  0.99999700   -0 05 03.1
 TU0578;UTM  04      - 2,377,751.995   579,784.621   MT  0.99967866   +0 16 56.4
 TU0578
 TU0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0578!SPC HI 3     -   0.99999681  x   0.99999700  =   0.99999381
 TU0578!UTM  04      -   0.99999681  x   0.99967866  =   0.99967547
 TU0578
 TU0578                          SUPERSEDED SURVEY CONTROL
 TU0578
 TU0578  NAD 83(1986)-  21 30 02.21868(N)    158 13 47.05571(W) AD(       ) 2
 TU0578  OLD HI      -  21 30 13.61832(N)    158 13 56.95661(W) AD(       ) 2
 TU0578
 TU0578.Superseded values are not recommended for survey control.
 TU0578.NGS no longer adjusts projects to the OLD HI datum.
 TU0578.See file dsdata.txt to determine how the superseded data were derived.
 TU0578
 TU0578_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7978577752(NAD 83)
 TU0578_MARKER: DB = BENCH MARK DISK
 TU0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0578_STAMPING: K 3 1927
 TU0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0578+STABILITY: SURFACE MOTION
 TU0578
 TU0578  HISTORY     - Date     Condition        Report By
 TU0578  HISTORY     - 1927     MONUMENTED       CGS
 TU0578  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0578  HISTORY     - 1969     GOOD             NGS
 TU0578  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0578
 TU0578                          STATION DESCRIPTION
 TU0578
 TU0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CS)
 TU0578'5.75 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE
 TU0578'AT WAIANAE, ALONG THE SOUTH SIDE OF A SMALL ASPHALT TURNOUT, ALONG
 TU0578'THE EAST SIDE OF A BUSHY AREA, 70 YARDS NORTHWEST AND ACROSS
 TU0578'THE HIGHWAY FROM A METAL GATE, 34.8 FEET WEST OF THE CENTER LINE
 TU0578'OF THE HIGHWAY, 56.5 FEET SOUTH OF THE SOUTH EDGE OF A PAVED
 TU0578'PARKING AREA, 99.0 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 TU0578'POWER POLE 150, 134.5 FEET SOUTHWEST AND ACROSS THE HIGHWAY
 TU0578'FROM POWER POLE 151, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 TU0578'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 TU0578'GROUND.
 TU0578
 TU0578                          STATION RECOVERY (1969)
 TU0578
 TU0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0578'5.7 MI NW FROM WAIANAE.
 TU0578'5.7 MILES NORTHWEST ALONG STATE HIGHWAY 90, (FARRINGTON HIGHWAY), FROM
 TU0578'THE POST OFFICE IN WAIANAE.  AT THE EDGE OF THE BRUSH LINE ON THE WEST
 TU0578'SIDE OF THE HIGHWAY, 35 FEET WEST OF THE CENTER OF THE HIGHWAY, 85
 TU0578'FEET NORTH OF TELEPHONE POLE 805-T, 67.5 FEET SOUTH OF TELEPHONE POLE
 TU0578'3-T, 70 YARDS NORTH-NORTHWEST OF A BOARD GATE, AND SET IN THE TOP OF A
 TU0578'12-INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND
 TU0578'SURFACE.
 TU0578
 TU0578                          STATION RECOVERY (2006)
 TU0578
 TU0578'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0578'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0178 ***********************************************************************
 TU0178  DESIGNATION -  K 5
 TU0178  PID         -  TU0178
 TU0178  STATE/COUNTY-  HI/MAUI
 TU0178  USGS QUAD   -  WAILUKU (1997)
 TU0178
 TU0178                         *CURRENT SURVEY CONTROL
 TU0178  ___________________________________________________________________
 TU0178* NAD 83(1986)-  20 53 27.     (N)    156 28 01.     (W)     SCALED    
 TU0178* LOCAL TIDAL -         2.160  (meters)       7.09   (feet)  ADJ UNCH  
 TU0178  ___________________________________________________________________
 TU0178  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0178
 TU0178  VERT ORDER  -  FIRST     CLASS I
 TU0178
 TU0178.The horizontal coordinates were scaled from a topographic map and have
 TU0178.an estimated accuracy of +/- 6 seconds.
 TU0178
 TU0178.The orthometric height was key entered from printed documents
 TU0178.and not key verified.
 TU0178
 TU0178.The geoid height was determined by GEOID03.
 TU0178
 TU0178;                    North         East    Units  Estimated Accuracy
 TU0178;SPC HI 2     -    61,730.      520,780.      MT  (+/- 180 meters Scaled)
 TU0178
 TU0178                          SUPERSEDED SURVEY CONTROL
 TU0178
 TU0178.No superseded survey control is available for this station.
 TU0178
 TU0178_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ635121(NAD 83)
 TU0178_MARKER: DB = BENCH MARK DISK
 TU0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0178_SP_SET: WALL
 TU0178_STAMPING: K 5 1950
 TU0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0178
 TU0178  HISTORY     - Date     Condition        Report By
 TU0178  HISTORY     - 1950     MONUMENTED       CGS
 TU0178  HISTORY     - 1968     GOOD             CGS
 TU0178  HISTORY     - 1979     GOOD             NGS
 TU0178
 TU0178                          STATION DESCRIPTION
 TU0178
 TU0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0178'IN KAHULUI.
 TU0178'AT NORTHWEST END OF THE FIRST NATIONAL BANK BUILDING, ACROSS PUUNENE
 TU0178'AVE. FROM THE KAHULUI SHOPPING CENTER, IN MIDDLE OF SHRUBBERY STRIP.
 TU0178'132 FEET NORTHEAST OF THE CENTER OF PUUNENE AVE., 38.0 FEET SOUTHEAST
 TU0178'OF CURB OF STATE HIGHWAY 32, 34 FEET SOUTHEAST OF THE CENTER OF A
 TU0178'STORM-DRAIN MANHOLE COVER, 35.5 FEET SOUTHWEST OF NORTHEAST CORNER OF
 TU0178'BUILDING, 22 FEET NORTHEAST OF NORTHWEST CORNER OF BUILDING, 3.5 FEET
 TU0178'OUT FROM BASE OF WALL AND BELOW THE K IN FIRST NATIONAL BANK, 4.6 FEET
 TU0178'NORTHEAST OF THE CORNER OF A JOG IN THE WALL, 4 FEET IN FROM LAWN
 TU0178'EDGE, 3 FEET SOUTHWEST OF OUTLINE OF OLD NORTHWEST ENTRANCE DOOR (NOW
 TU0178'SEALED UP), UNDER SOUTHWEST SPREAD OF A CLUMP OF SMALL PALMS, AND 2
 TU0178'INCHES BELOW GROUND SURFACE.
 TU0178
 TU0178                          STATION RECOVERY (1979)
 TU0178
 TU0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0178'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE FIRST NATIONAL
 TU0178'BANK IS NOW THE FIRST BANK OF HAWAII.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0215 ***********************************************************************
 TU0215  DESIGNATION -  K 6
 TU0215  PID         -  TU0215
 TU0215  STATE/COUNTY-  HI/MAUI
 TU0215  USGS QUAD   -  PAIA (1997)
 TU0215
 TU0215                         *CURRENT SURVEY CONTROL
 TU0215  ___________________________________________________________________
 TU0215* NAD 83(1986)-  20 54 55.     (N)    156 22 59.     (W)     SCALED    
 TU0215* LOCAL TIDAL -         2.947  (meters)       9.67   (feet)  ADJ UNCH  
 TU0215  ___________________________________________________________________
 TU0215  GEOID HEIGHT-          15.32  (meters)                     GEOID03
 TU0215
 TU0215  VERT ORDER  -  FIRST     CLASS II
 TU0215
 TU0215.The horizontal coordinates were scaled from a topographic map and have
 TU0215.an estimated accuracy of +/- 6 seconds.
 TU0215
 TU0215.The orthometric height was key entered from printed documents
 TU0215.and not key verified.
 TU0215
 TU0215.The geoid height was determined by GEOID03.
 TU0215
 TU0215;                    North         East    Units  Estimated Accuracy
 TU0215;SPC HI 2     -    64,450.      529,500.      MT  (+/- 180 meters Scaled)
 TU0215
 TU0215                          SUPERSEDED SURVEY CONTROL
 TU0215
 TU0215.No superseded survey control is available for this station.
 TU0215
 TU0215_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ722149(NAD 83)
 TU0215_MARKER: DB = BENCH MARK DISK
 TU0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0215_STAMPING: K 6 1950
 TU0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0215+STABILITY: SURFACE MOTION
 TU0215
 TU0215  HISTORY     - Date     Condition        Report By
 TU0215  HISTORY     - 1950     MONUMENTED       CGS
 TU0215  HISTORY     - 1950     MARK NOT FOUND   NGS
 TU0215
 TU0215                          STATION DESCRIPTION
 TU0215
 TU0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 TU0215'IN PAIA.
 TU0215'THE MARK IS LOCATED AT TRANSFORMER SUB STATION NUMBER 6 WHICH LIES
 TU0215'JUST WEST OF THE BUSINESS DISTRICT OF LOWER PAIA.  IT IS ON THE NORTH
 TU0215'SIDE OF THE HANA HIGHWAY AND 1 FOOT SOUTHWEST OF THE WIRE FENCE WHICH
 TU0215'SURROUNDS THE TRANSFORMER AREA.  IT IS A BRONZE DISK, STAMPED K 6
 TU0215'1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 TU0215'FOOT.  NOTE-- THE TRANSFORMER STATION WAS REBUILT SOME TIME AGO, AND
 TU0215'THE FENCED AREA AROUND IT ENLARGED, ALTHOUGH THE MAUI ELECTRIC CO. HAS
 TU0215'NO RECORD OF THE MARK, OR OF THE SIZE OF THE PREVIOUS FENCED AREA.
 TU0215'LEVELS WERE RUN DOWN TO THE TRANSFORMER STATION FROM BENCH MARK 17
 TU0215'(USGS) IN PAIA, WHICH SHOWED THAT THE PRESENT LAWN SURFACE INSIDE THE
 TU0215'FENCED AREA IS A FEW INCHES HIGHER THAN THE ELEVATION OF THE MARK. IT
 TU0215'IS BELIEVED THAT THE MARK WAS COVERED OR DESTROYED DURING
 TU0215'RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1492 ***********************************************************************
 TU1492  DESIGNATION -  KA 1910
 TU1492  PID         -  TU1492
 TU1492  STATE/COUNTY-  HI/HONOLULU
 TU1492  USGS QUAD   -  KAHUKU (1983)
 TU1492
 TU1492                         *CURRENT SURVEY CONTROL
 TU1492  ___________________________________________________________________
 TU1492* NAD 83(1993)-  21 39 51.69942(N)    158 00 01.35173(W)     ADJUSTED  
 TU1492* LOCAL TIDAL -       329.     (meters)    1079.     (feet)  SCALED    
 TU1492  ___________________________________________________________________
 TU1492  EPOCH DATE  -        1993.62
 TU1492  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 TU1492  GEOID HEIGHT-          13.80  (meters)                     GEOID03
 TU1492
 TU1492  HORZ ORDER  -  THIRD
 TU1492
 TU1492.The horizontal coordinates were established by classical geodetic methods
 TU1492.and adjusted by the National Geodetic Survey in December 1998..
 TU1492.The horizontal coordinates are valid at the epoch date displayed above.
 TU1492.The epoch date for horizontal control is a decimal equivalence
 TU1492.of Year/Month/Day.
 TU1492
 TU1492.The orthometric height was scaled from a topographic map.
 TU1492
 TU1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1492
 TU1492.The geoid height was determined by GEOID03.
 TU1492
 TU1492;                    North         East     Units Scale Factor Converg.
 TU1492;SPC HI 3     -    55,105.392   499,961.137   MT  0.99999000   -0 00 00.5
 TU1492;UTM  04      - 2,396,010.276   603,426.967   MT  0.99973218   +0 22 08.6
 TU1492
 TU1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1492!SPC HI 3     -   0.99994612  x   0.99999000  =   0.99993612
 TU1492!UTM  04      -   0.99994612  x   0.99973218  =   0.99967832
 TU1492
 TU1492                          SUPERSEDED SURVEY CONTROL
 TU1492
 TU1492  NAD 83(1986)-  21 39 51.64981(N)    158 00 01.36275(W) AD(       ) 3
 TU1492  OLD HI      -  21 40 03.07400(N)    158 00 11.28400(W) AD(       ) 3
 TU1492
 TU1492.Superseded values are not recommended for survey control.
 TU1492.NGS no longer adjusts projects to the OLD HI datum.
 TU1492.See file dsdata.txt to determine how the superseded data were derived.
 TU1492
 TU1492_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0342796010(NAD 83)
 TU1492
 TU1492  HISTORY     - Date     Condition        Report By
 TU1492  HISTORY     - 1910     MONUMENTED       CGS
 TU1492  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1492  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1492  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1492
 TU1492                          STATION DESCRIPTION
 TU1492
 TU1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1492'ON THE SUMMIT OF LOW HILL JUST NORTHEAST OF THE HIGH HILL NEXT
 TU1492'TO AND SOUTHEAST OF KAWELA.  CAN BE APPROACHED BY FOLLOWING
 TU1492'TRAIL AROUND NORTH SIDE OF THIS HILL.  NO RECORD OF ORIGINAL
 TU1492'MARKING OF STATION.  PRESENT MARKING A UNITED STATES ENGINEERS
 TU1492'BRASS PLATE CEMENTED IN 5-INCH IRON PIPE EMBEDDED IN GROUND.
 TU1492
 TU1492                          STATION RECOVERY (1945)
 TU1492
 TU1492'RECOVERY NOTE BY US ARMY 1945
 TU1492'ON THE SUMMIT OF LOW HILL, ABOUT 100 YARDS NE OF HIGH HILL ON
 TU1492'WHICH LAK IS LOCATED.  FROM KAWELA RAILWAY STATION, PROCEED SE
 TU1492'VIA DIRT ROAD, TAKE FIRST FORK TO LEFT AND CONTINUE THROUGH
 TU1492'PINEAPPLE FIELD PASSING THROUGH 3 GATES.  AFTER PASSING THIRD
 TU1492'GATE THERE IS A MILITARY INSTALLATION.  STATION IS DIRECTLY S
 TU1492'ABOUT 100 YARDS.  IT IS MARKED BY A U.S.E BRASS PLATE IN 5-INCH
 TU1492'IRON PIPE EMBEDDED IN GROUND.
 TU1492
 TU1492                          STATION RECOVERY (1964)
 TU1492
 TU1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1492'STATION IS DESTROYED.  IT WAS LOCATED ON HILL NOW OCCUPIED BY
 TU1492'A RADAR STATION.  THE HILL WAS CUT DOWN AND LEVELED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2070 ***********************************************************************
 TU2070  DESIGNATION -  KA LAE
 TU2070  PID         -  TU2070
 TU2070  STATE/COUNTY-  HI/HAWAII
 TU2070  USGS QUAD   -  KA LAE (1982)
 TU2070
 TU2070                         *CURRENT SURVEY CONTROL
 TU2070  ___________________________________________________________________
 TU2070* NAD 83(1993)-  18 54 46.90109(N)    155 40 54.06787(W)     ADJUSTED  
 TU2070* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU2070  ___________________________________________________________________
 TU2070  EPOCH DATE  -        1993.62
 TU2070  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 TU2070  GEOID HEIGHT-          14.18  (meters)                     GEOID03
 TU2070
 TU2070  HORZ ORDER  -  SECOND
 TU2070
 TU2070.The horizontal coordinates were established by classical geodetic methods
 TU2070.and adjusted by the National Geodetic Survey in December 1998..
 TU2070.The horizontal coordinates are valid at the epoch date displayed above.
 TU2070.The epoch date for horizontal control is a decimal equivalence
 TU2070.of Year/Month/Day.
 TU2070
 TU2070.The orthometric height was scaled from a topographic map.
 TU2070
 TU2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2070
 TU2070.The geoid height was determined by GEOID03.
 TU2070
 TU2070;                    North         East     Units Scale Factor Converg.
 TU2070;SPC HI 1     -     8,830.998   480,860.662   MT  0.99997119   -0 03 32.0
 TU2070;UTM  05      - 2,093,348.039   217,524.551   MT  1.00058650   -0 52 11.3
 TU2070
 TU2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2070!SPC HI 1     -   0.99999651  x   0.99997119  =   0.99996770
 TU2070!UTM  05      -   0.99999651  x   1.00058650  =   1.00058301
 TU2070
 TU2070|---------------------------------------------------------------------|
 TU2070| PID    Reference Object                     Distance      Geod. Az  |
 TU2070|                                                           dddmmss.s |
 TU2070| TU2077 KA LAE LIGHT                        100.301 METERS 18652     |
 TU2070| TU0011 KA LAE 2                             34.115 METERS 18713     |
 TU2070| TU0002 WIND                                APPROX. 3.3 KM 3545834.3 |
 TU2070|---------------------------------------------------------------------|
 TU2070
 TU2070                          SUPERSEDED SURVEY CONTROL
 TU2070
 TU2070  NAD 83(1986)-  18 54 46.88547(N)    155 40 54.12185(W) AD(       ) 2
 TU2070  OLD HI      -  18 54 57.67023(N)    155 41 04.14357(W) AD(       ) 2
 TU2070
 TU2070.Superseded values are not recommended for survey control.
 TU2070.NGS no longer adjusts projects to the OLD HI datum.
 TU2070.See file dsdata.txt to determine how the superseded data were derived.
 TU2070
 TU2070_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1752593348(NAD 83)
 TU2070_MARKER: H = DRILL HOLE
 TU2070_SETTING: 0 = UNSPECIFIED SETTING
 TU2070
 TU2070  HISTORY     - Date     Condition        Report By
 TU2070  HISTORY     - 1887     MONUMENTED       HIGS
 TU2070  HISTORY     - 1914     GOOD             CGS
 TU2070  HISTORY     - 1932     GOOD             CGS
 TU2070  HISTORY     - 1938     GOOD             CGS
 TU2070  HISTORY     - 1948     GOOD             CGS
 TU2070  HISTORY     - 1967     GOOD             CGS
 TU2070  HISTORY     - 1975     GOOD             NGS
 TU2070  HISTORY     - 1978     GOOD             NGS
 TU2070  HISTORY     - 1979     GOOD             NOS
 TU2070
 TU2070                          STATION DESCRIPTION
 TU2070
 TU2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2070'ON THE SOUTH POINT OF HAWAII, KA LAE, BETWEEN THE KA LAE LIGHT
 TU2070'AND THE LIGHT KEEPERS HOUSE.  IDENTICAL WITH LATITUDE
 TU2070'STATION.  MARKED BY A CROSS ON A BRICK PIER 3 FEET HIGH, WITH A
 TU2070'STONE MARKED WITH A CROSS IN A CIRCLE 2.25 METERS (7.4 FEET)
 TU2070'NORTH OF IT, AND ANOTHER STONE SIMILARLY MARKED 1.37 METERS
 TU2070'(4.5 FEET) SOUTH OF IT.  A LARGE CAIRN IS BUILT OVER AND AROUND
 TU2070'THE PIER.
 TU2070
 TU2070                          STATION RECOVERY (1932)
 TU2070
 TU2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JHP)
 TU2070'THE CAIRN OF LARGE STONES IS ABOUT EIGHT FEET ACROSS AND
 TU2070'ABOUT SIX FEET HIGH.  IT IS NECESSARY TO DIG DOWN THROUGH THE
 TU2070'CENTRE OF THE CAIRN TO GET AT THE STATION MARK.
 TU2070
 TU2070                          STATION RECOVERY (1938)
 TU2070
 TU2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2070'LOCATION OF STATION--IN THE SOUTHERN PART OF HAWAII, WITHIN
 TU2070'THE LIGHT HOUSE LOT WHICH IS AT THE SOUTHERNMOST PART OF THE
 TU2070'ISLAND.
 TU2070'
 TU2070'OLD STATION MARK FOUND--DRILL HOLE IN CENTER OF + ON TOP OF BRICK
 TU2070'PIER 3 FEET HIGH AND COVERED WITH AN IMMENSE STONEPILE.
 TU2070'
 TU2070'NEW STATION MARK--H.T.S. TYPE A MONUMENT 6 FEET HIGH WITH STEEL
 TU2070'STEPS TO TOP.
 TU2070
 TU2070                          STATION RECOVERY (1948)
 TU2070
 TU2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2070'THE STATION WAS RECOVERED IN GOOD CONDITION.  A CONCRETE PLATFORM
 TU2070'HAS BEEN BUILT OVER THE BRICK PIER WITH THE NORTH AND SOUTH SIDES
 TU2070'OPEN, ALLOWING ACCESS TO THE MARK.  A NEW DESCRIPTION FOLLOWS--
 TU2070'
 TU2070'THE STATION IS LOCATED ON KALAE (SOUTH POINT), THE MOST SOUTHERLY
 TU2070'POINT OF THE HAWAIIAN ISLANDS, AND IS ABOUT 150 YARDS NORTH OF
 TU2070'THE END OF THE POINT ABOUT 100 FEET SOUTH OF THE LIGHTKEEPERS
 TU2070'HOUSE, ABOUT 60 FEET EAST OF THE FLAG POLE AND 111.9 FEET NORTH
 TU2070'OF TRIANGULATION STATION KA LAE 2.
 TU2070'
 TU2070'THE STATION IS THE CENTER OF A 1 INCH DRILL HOLE LOCATED IN
 TU2070'THE CENTER OF A BRICK PIER WHICH PROJECTS ABOUT 3 FEET.  A
 TU2070'CONCRETE PLATFORM 6 FEET SQUARE AND 7 FEET HIGH IS BUILT OVER
 TU2070'THE BRICK PIER.
 TU2070'
 TU2070'THIS STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM
 TU2070'TRIANGULATION STATION KA LAE 2.
 TU2070
 TU2070                          STATION RECOVERY (1967)
 TU2070
 TU2070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2070'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2070'FOLLOWS--
 TU2070'
 TU2070'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF NAALEHU, ON
 TU2070'KA LAE POINT, THE SOUTHERNMOST POINT OF THE ISLAND, ABOUT 338 FEET
 TU2070'NORTH OF KA LAE POINT LIGHT.
 TU2070'
 TU2070'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU2070'STATE HIGHWAY 11 FOR 5.8 MILES.  TURN LEFT AND GO SOUTH ON THE
 TU2070'SOUTH POINT ROAD FOR 9.1 MILES TO THE SOUTH POINT TRACKING
 TU2070'STATION.  CONTINUE AHEAD FOR 1.2 MILES TO A FORK.  TAKE RIGHT
 TU2070'FORK AND GO 0.65 MILE TO FORK AT WHITE GATE.  TAKE LEFT FORK
 TU2070'ALONG LEFT SIDE OF STONE FENCE AND GO 0.15 MILE.  TURN RIGHT,
 TU2070'THROUGH OPENING IN FENCE AND GO WESTERLY ABOUT 60 YARDS TO
 TU2070'STATION.
 TU2070'
 TU2070'STATION IS THE CENTER OF A 1-INCH DRILL HOLE IN THE TOP OF A
 TU2070'BRICK PIER ABOUT 3 FEET HIGH.  A TYPE A SIGNAL HAS BEEN BUILT
 TU2070'OVER THE MARK BY THE HAWAII TERRITORIAL SURVEY, WITH THE
 TU2070'6-FOOT-SQUARE, CONCRETE PLATFORM 7 FEET ABOVE GROUND.  IT IS
 TU2070'111.84 FEET NORTH OF STATION KA LAE 2.
 TU2070
 TU2070                          STATION RECOVERY (1975)
 TU2070
 TU2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2070'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE SOCKET THAT
 TU2070'SUPPORTS THE METAL SIGNAL POLE IS BADLY RUSTED AND THE METAL
 TU2070'SIGNAL IS IN POOR REPAIR.
 TU2070'
 TU2070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2070'12 MILES SW OF NAALEHU.
 TU2070
 TU2070                          STATION RECOVERY (1978)
 TU2070
 TU2070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2070'THE STATION WAS RECOVERED AS DESCRIBED IN 1967, EXCEPT THE METAL
 TU2070'SIGNAL POLE THAT ROSE ABOVE THE CONCRETE PLATFORM HAS RUSTED AWAY.
 TU2070'
 TU2070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2070'12 MILES SOUTHWEST OF NAAHELU.
 TU2070
 TU2070                          STATION RECOVERY (1979)
 TU2070
 TU2070'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2070'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0011 ***********************************************************************
 TU0011  DESIGNATION -  KA LAE 2
 TU0011  PID         -  TU0011
 TU0011  STATE/COUNTY-  HI/HAWAII
 TU0011  USGS QUAD   -  KA LAE (1982)
 TU0011
 TU0011                         *CURRENT SURVEY CONTROL
 TU0011  ___________________________________________________________________
 TU0011* NAD 83(1993)-  18 54 45.80036(N)    155 40 54.21436(W)     ADJUSTED  
 TU0011* LOCAL TIDAL -        11.260  (meters)      36.94   (feet)  ADJ UNCH  
 TU0011  ___________________________________________________________________
 TU0011  EPOCH DATE  -        1993.62
 TU0011  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 TU0011  GEOID HEIGHT-          14.18  (meters)                     GEOID03
 TU0011
 TU0011  HORZ ORDER  -  SECOND
 TU0011  VERT ORDER  -  SECOND    CLASS 0
 TU0011
 TU0011.The horizontal coordinates were established by classical geodetic methods
 TU0011.and adjusted by the National Geodetic Survey in December 1998..
 TU0011.The horizontal coordinates are valid at the epoch date displayed above.
 TU0011.The epoch date for horizontal control is a decimal equivalence
 TU0011.of Year/Month/Day.
 TU0011
 TU0011.The orthometric height was key entered from printed documents
 TU0011.and not key verified.
 TU0011
 TU0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0011
 TU0011.The geoid height was determined by GEOID03.
 TU0011
 TU0011;                    North         East     Units Scale Factor Converg.
 TU0011;SPC HI 1     -     8,797.159   480,856.341   MT  0.99997120   -0 03 32.0
 TU0011;UTM  05      - 2,093,314.243   217,519.748   MT  1.00058653   -0 52 11.3
 TU0011
 TU0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0011!SPC HI 1     -   0.99999600  x   0.99997120  =   0.99996720
 TU0011!UTM  05      -   0.99999600  x   1.00058653  =   1.00058253
 TU0011
 TU0011|---------------------------------------------------------------------|
 TU0011| PID    Reference Object                     Distance      Geod. Az  |
 TU0011|                                                           dddmmss.s |
 TU0011| TU2070 KA LAE                               34.115 METERS 00713     |
 TU0011| TU0013 KA LAE 2 RM 1                         6.832 METERS 17857     |
 TU0011| TU2077 KA LAE LIGHT                         66.187 METERS 18641     |
 TU0011| TU2074 KA LAE LIGHT                         65.947 METERS 19241     |
 TU0011| CN5247 KA LAE 2 RM 4                        23.621 METERS 23418     |
 TU0011| CN5246 KA LAE 2 RM 3                         8.456 METERS 26630     |
 TU0011| TU0012 KA LAE 2 RM 2                         8.142 METERS 26705     |
 TU0011| TU2071 SOUTH TELEMETRY BORESIGHT TWR       126.788 METERS 35320     |
 TU0011| TU0002 WIND                                APPROX. 3.3 KM 3550608.0 |
 TU0011| TU2081 ANTENNA TOWER SW LEG                APPROX. 3.3 KM 3550711.1 |
 TU0011|---------------------------------------------------------------------|
 TU0011
 TU0011                          SUPERSEDED SURVEY CONTROL
 TU0011
 TU0011  NAD 83(1986)-  18 54 45.78542(N)    155 40 54.26827(W) AD(       ) 2
 TU0011  OLD HI      -  18 54 56.57000(N)    155 41 04.29000(W) AD(       ) 2
 TU0011
 TU0011.Superseded values are not recommended for survey control.
 TU0011.NGS no longer adjusts projects to the OLD HI datum.
 TU0011.See file dsdata.txt to determine how the superseded data were derived.
 TU0011
 TU0011_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1752093314(NAD 83)
 TU0011_MARKER: DD = SURVEY DISK
 TU0011_SETTING: 0 = UNSPECIFIED SETTING
 TU0011_STAMPING: KA LAE 2 1948
 TU0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0011+STABILITY: POSITION/ELEVATION WELL
 TU0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0011+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TU0011
 TU0011  HISTORY     - Date     Condition        Report By
 TU0011  HISTORY     - 1948     MONUMENTED       CGS
 TU0011  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU0011  HISTORY     - 1964     GOOD             NGS
 TU0011  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU0011  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU0011  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU0011  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU0011  HISTORY     - 1979     GOOD             NOS
 TU0011  HISTORY     - 19790915 GOOD             NOS
 TU0011  HISTORY     - 1986     GOOD
 TU0011
 TU0011                          STATION DESCRIPTION
 TU0011
 TU0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU0011'THE STATION IS LOCATED ON KALAE (SOUTH POINT), THE MOST
 TU0011'SOUTHERLY POINT OF THE HAWAIIAN ISLANDS, AND IS ABOUT 100 YARDS
 TU0011'NORTH OF THE END OF THE POINT, 216.2 FEET NORTH OF THE CENTER OF
 TU0011'THE LIGHTHOUSE TOWER, 147 FEET SOUTH OF A FLAG POLE, 111.9 FEET
 TU0011'SOUTH OF TRIANGULATION STATION KA LAE, ABOUT 125 FEET WEST OF A
 TU0011'ROCK WALL AND 65.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 TU0011'SMALL SHACK.
 TU0011'
 TU0011'THE STATION IS A STANDARD DISK, STAMPED KA LAE 2 1948, SET IN
 TU0011'CEMENT IN THE TOP OF A 4 INCH CAST IRON SOIL PIPE WHICH PROJECTS
 TU0011'ABOUT 1 INCH.
 TU0011'
 TU0011'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KA LAE 2
 TU0011'NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU0011'ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU0011'
 TU0011'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KA LAE 2
 TU0011'NO 2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU0011'ABOUT 1 INCH AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU0011'
 TU0011'THE LIGHTHOUSE IS CONSTRUCTED OF A STEEL FRAMEWORK, HAS A BASE
 TU0011'OF ABOUT 10 FEET AND IS ABOUT 40 FEET IN HEIGHT.  A FIXED LIGHT,
 TU0011'POINTED SOUTH IS MOUNTED ON THE CATWALK NEAR THE TOP OF THE
 TU0011'TOWER.  IT IS LOCATED ABOUT 5 FEET SOUTH OF A GENERATOR HOUSE.
 TU0011
 TU0011                          STATION RECOVERY (1964)
 TU0011
 TU0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0011'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 TU0011'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW AND
 TU0011'COMPLETE DESCRIPTION FOLLOWS--
 TU0011'
 TU0011'THE STATION IS ON THE SOUTHWESTERLY POINT OF HAWAII ISLAND, AT
 TU0011'ABOUT THE CENTER OF THE OLD COAST GUARD STATION AND 1.5 MILES,
 TU0011'AIR-LINE, SOUTH OF THE PACIFIC MISSILE RANGE TRACKING FACILITY.
 TU0011'
 TU0011'TO REACH THE STATION FROM THE PACIFIC MISSILE RANGE TRACKING
 TU0011'FACILITY, GO SOUTH ON THE MAIN ROAD FOR 1.1 MILES TO A T-ROAD
 TU0011'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE MAIN ROAD FOR 0.4
 TU0011'MILE TO THE OLD COAST GUARD STATION AND THE END OF THE ROAD.  TURN
 TU0011'LEFT AND FOLLOW THE LAVA ROCK WALL FENCE SOUTHERLY FOR 0.15 MILE
 TU0011'TO AN OPENING IN THE WALL.  TURN RIGHT AND GO WEST FOR 150
 TU0011'FEET TO THE STATION.
 TU0011'
 TU0011'THE STATION MARK, A STANDARD DISK STAMPED KA LAE 2 1948, IS SET
 TU0011'IN THE TOP OF A 3-INCH-DIAMETER STEEL PIPE PROJECTING 3 INCHES
 TU0011'ABOVE A 3-FOOT SQUARE CONCRETE SLAB.  IT IS 155 FEET SOUTH OF AN
 TU0011'OLD FLAG POLE, ABOUT 250 FEET NORTH OF A LIGHTHOUSE AND 5 FEET
 TU0011'WEST OF AN OLD ROAD.
 TU0011'
 TU0011'REFERENCE MARK 1, A STANDARD DISK STAMPED KA LAE 2 NO 1 1948,
 TU0011'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL LAVA ROCK FLUSH
 TU0011'WITH THE GROUND.  IT IS 200 FEET NORTH OF THE LIGHTHOUSE AND
 TU0011'175 FEET SOUTH OF THE FLAG POLE.
 TU0011'
 TU0011'REFERENCE MARK 2, A STANDARD DISK STAMPED KA LAE 2 NO 2 1948,
 TU0011'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL LAVA ROCK
 TU0011'FLUSH WITH THE GROUND.  IT IS 155 FEET SOUTH OF THE FLAG POLE
 TU0011'AND 245 FEET NORTH OF THE LIGHT HOUSE.
 TU0011
 TU0011                          STATION RECOVERY (1964)
 TU0011
 TU0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TU0011'1.7 MI S FROM PMR S PT TRACKING FACILITY.
 TU0011'1.1 MILES SOUTH ALONG A NARROW ASPHALT ROAD FROM THE SOUTH POINT
 TU0011'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, THENCE 0.4 MILE WEST
 TU0011'AND SOUTH ALONG THE RIGHT FORK, THENCE 0.15 MILE SOUTH ALONG A TRACK
 TU0011'ROAD, THENCE ABOUT 150 FEET WEST THROUGH AN OPENING IN A ROCK WALL,
 TU0011'ABOUT 250 FEET NORTH OF A LIGHT HOUSE, 155 FEET SOUTH OF AN OLD FLAG
 TU0011'POLE, 5 FEET WEST OF A TRACK ROAD AND SET IN THE TOP OF A 3-INCH STEEL
 TU0011'PIPE THAT PROJECTS 3 INCHES ABOVE A 3-FOOT SQUARE CONCRETE SLAB.
 TU0011
 TU0011                          STATION RECOVERY (1967)
 TU0011
 TU0011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU0011'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0011'COMPLETE DESCRIPTION FOLLOWS--
 TU0011'
 TU0011'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF NAALEHU, ON KALAE
 TU0011'POINT, THE SOUTHERNMOST POINT OF THE ISLAND.  216 FEET NORTH OF
 TU0011'THE KA LAE POINT LIGHT AND 111.84 FEET SOUTH OF STATION KA LAE
 TU0011'(HGS) 1887.
 TU0011'
 TU0011'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU0011'STATE HIGHWAY 11 FOR 5.8 MILES.  TURN LEFT AND GO SOUTH ON THE
 TU0011'SOUTH POINT ROAD FOR 9.1 MILES TO THE SOUTH POINT TRACKING
 TU0011'STATION.  CONTINUE AHEAD FOR 1.2 MILES TO A FORK.  TAKE RIGHT
 TU0011'FORK AND GO 0.65 MILE TO FORK AT WHITE GATE.  TAKE LEFT FORK
 TU0011'ALONG LEFT SIDE OF STONE FENCE AND GO 0.15 MILE.  TURN RIGHT,
 TU0011'THROUGH OPENING IN FENCE, AND GO WEST 50 YARDS TO STATION.
 TU0011'
 TU0011'STATION MARK IS A STANDARD DISK STAMPED KA LAE 2 1948, SET IN
 TU0011'CEMENT IN THE TOP OF A 4-INCH IRON PIPE THAT PROJECTS 1-1/2
 TU0011'INCHES FROM THE CENTER OF A 3-FOOT-SQUARE, CONCRETE PAD FLUSH
 TU0011'WITH GROUND, 12 FEET WEST OF CENTER LINE OF TRACK ROAD LEADING
 TU0011'TO LIGHTHOUSE.  NOTE--THE SHACK MENTIONED IN 1948 DESCRIPTION IS
 TU0011'GONE, AND THE FLAGPOLE NO LONGER STANDS, ALTHOUGH THE BASE
 TU0011'REMAINS.
 TU0011'
 TU0011'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KA LAE 2
 TU0011'NO 1 1948, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK FLUSH WITH
 TU0011'GROUND.  IT IS 16 FEET WEST OF CENTER LINE OF TRACK ROAD.
 TU0011'
 TU0011'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KA LAE 2
 TU0011'NO 2 1948, CEMENTED IN A DRILL HOLE IN A LAVA BOULDER THAT
 TU0011'PROJECTS 2 INCHES.
 TU0011
 TU0011                          STATION RECOVERY (1975)
 TU0011
 TU0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU0011'THE STATION WAS RECOVERED IN GOOD CONDITION.  A VEHICLE CAN BE
 TU0011'DRIVEN TO THE STATION SITE.
 TU0011'
 TU0011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0011'12 MILES SW OF NAALEHU.
 TU0011
 TU0011                          STATION RECOVERY (1978)
 TU0011
 TU0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU0011'DESCRIPTION ADEQUATE.  LIGHTHOUSE HAS BEEN REMOVED.  STATION
 TU0011'MARK AND RM. NO. 1 WERE RECOVERED IN GOOD CONDITION.  RM. NO. 2
 TU0011'HAS BEEN DESTROYED.  DRILL HOLE RECOVERED.
 TU0011
 TU0011                          STATION RECOVERY (1978)
 TU0011
 TU0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU0011'THE STATION, REFERENCE MARK 1 AND THE OLD STATION KA LAE (HGS),
 TU0011'1887 WERE RECOVERED AS DESCRIBED IN 1967.  REFERENCE MARK 2 WAS
 TU0011'NOT RECOVERED, ONLY THE DRILL HOLE IN THE BURIED BOULDER
 TU0011'REMAINS.  A NEW DISK WAS CEMENTED IN THE DRILL HOLE AND DESIGNATED
 TU0011'AS REFERENCE MARK 3.
 TU0011'
 TU0011'REFERENCE MARK 3 IN A NATIONAL OCEAN SURVEY DISK STAMPED KA LAE
 TU0011'2 1948 RM 3 CEMENTED IN A DRILL HOLE IN A BURIED TRIANGULAR
 TU0011'BOULDER THAT PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE
 TU0011'GROUND AND IT IS WEST OF THE STATION.
 TU0011'
 TU0011'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0011'12 MILES SOUTHWEST OF NAAHELU.
 TU0011
 TU0011                          STATION RECOVERY (1979)
 TU0011
 TU0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU0011'STATION WAS RECOVERED AS DESCRIBED IN 1967. HOWEVER
 TU0011'RM 3 COULDD NOT BE LOCATED SO A NEW RM WAS SET. IT IS
 TU0011'A STANDARD NOS DISK STAMPED---KA LAE 2 1948 RM 4 1979---.
 TU0011'IT IS SET IN A BOULDER WEST OF THE STATION, NEAR THE
 TU0011'EDGE OF THE BLUFF. THE DISK IS CEMENTED INTO THE BOULDER
 TU0011'WITH THE FACE OF THE DISK FACING THE STATION, SO THAT
 TU0011'IT IS ALMOST VERTICAL. IT CAN BE SEEN EASILY FROM THE
 TU0011'STATION.
 TU0011
 TU0011                          STATION RECOVERY (1979)
 TU0011
 TU0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU0011'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION AS
 TU0011'DESCRIBED IN 1967.  REFERENCE MARK 3 WAS NOT RECOVERED.  NEW REFERENCE
 TU0011'MARK 4 WAS RECOVERED IN THE APPROXIMATE LOCATION OF REFERENCE MARK 3
 TU0011'AS DESCRIBED BY R.B. MELBY IN 1978.  NO DESCRIPTION OF REFERENCE MARK
 TU0011'4 WAS AVAILABLE.
 TU0011
 TU0011                          STATION RECOVERY (1986)
 TU0011
 TU0011'RECOVERED 1986
 TU0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0013 ***********************************************************************
 TU0013  DESIGNATION -  KA LAE 2 RM 1
 TU0013  PID         -  TU0013
 TU0013  STATE/COUNTY-  HI/HAWAII
 TU0013  USGS QUAD   -  KA LAE (1982)
 TU0013
 TU0013                         *CURRENT SURVEY CONTROL
 TU0013  ___________________________________________________________________
 TU0013* NAD 83(1986)-  18 54 45.     (N)    155 40 54.     (W)     SCALED    
 TU0013* LOCAL TIDAL -        11.250  (meters)      36.91   (feet)  ADJ UNCH  
 TU0013  ___________________________________________________________________
 TU0013  GEOID HEIGHT-          14.17  (meters)                     GEOID03
 TU0013
 TU0013  VERT ORDER  -  SECOND    CLASS 0
 TU0013
 TU0013.The horizontal coordinates were scaled from a topographic map and have
 TU0013.an estimated accuracy of +/- 6 seconds.
 TU0013
 TU0013.The orthometric height was key entered from printed documents
 TU0013.and not key verified.
 TU0013
 TU0013.The geoid height was determined by GEOID03.
 TU0013
 TU0013;                    North         East    Units  Estimated Accuracy
 TU0013;SPC HI 1     -     8,770.      480,860.      MT  (+/- 180 meters Scaled)
 TU0013
 TU0013                          SUPERSEDED SURVEY CONTROL
 TU0013
 TU0013.No superseded survey control is available for this station.
 TU0013
 TU0013_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA175932(NAD 83)
 TU0013_MARKER: DR = REFERENCE MARK DISK
 TU0013_SETTING: 66 = SET IN ROCK OUTCROP
 TU0013_SP_SET: ROCK OUTCROP
 TU0013_STAMPING: KA LAE 2 NO 1 1948
 TU0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0013+STABILITY: POSITION/ELEVATION WELL
 TU0013
 TU0013  HISTORY     - Date     Condition        Report By
 TU0013  HISTORY     - 1948     MONUMENTED       CGS
 TU0013  HISTORY     - 1964     GOOD             NGS
 TU0013
 TU0013                          STATION DESCRIPTION
 TU0013
 TU0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0013'1.7 MI S FROM PMR S PT TRACKING FACILITY.
 TU0013'1.1 MILES SOUTH ALONG A NARROW ASPHALT ROAD FROM THE SOUTH POINT
 TU0013'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, THENCE 0.4 MILE WEST
 TU0013'AND SOUTH ALONG THE RIGHT FORK, THENCE 0.15 MILE SOUTH ALONG A TRACK
 TU0013'ROAD, THENCE ABOUT 150 FEET WEST THROUGH AN OPENING IN A ROCK WALL,
 TU0013'200 FEET NORTHEAST OF A LIGHT HOUSE, 175 FEET SOUTH OF AN OLD FLAG
 TU0013'POLE AND CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF LAVA
 TU0013'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0012 ***********************************************************************
 TU0012  DESIGNATION -  KA LAE 2 RM 2
 TU0012  PID         -  TU0012
 TU0012  STATE/COUNTY-  HI/HAWAII
 TU0012  USGS QUAD   -  KA LAE (1982)
 TU0012
 TU0012                         *CURRENT SURVEY CONTROL
 TU0012  ___________________________________________________________________
 TU0012* NAD 83(1986)-  18 54 45.     (N)    155 40 54.     (W)     SCALED    
 TU0012* LOCAL TIDAL -        11.266  (meters)      36.96   (feet)  ADJ UNCH  
 TU0012  ___________________________________________________________________
 TU0012  GEOID HEIGHT-          14.17  (meters)                     GEOID03
 TU0012
 TU0012  VERT ORDER  -  SECOND    CLASS 0
 TU0012
 TU0012.The horizontal coordinates were scaled from a topographic map and have
 TU0012.an estimated accuracy of +/- 6 seconds.
 TU0012
 TU0012.The orthometric height was key entered from printed documents
 TU0012.and not key verified.
 TU0012
 TU0012.The geoid height was determined by GEOID03.
 TU0012
 TU0012;                    North         East    Units  Estimated Accuracy
 TU0012;SPC HI 1     -     8,770.      480,860.      MT  (+/- 180 meters Scaled)
 TU0012
 TU0012                          SUPERSEDED SURVEY CONTROL
 TU0012
 TU0012.No superseded survey control is available for this station.
 TU0012
 TU0012_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA175932(NAD 83)
 TU0012_MARKER: DR = REFERENCE MARK DISK
 TU0012_SETTING: 66 = SET IN ROCK OUTCROP
 TU0012_SP_SET: ROCK OUTCROP
 TU0012_STAMPING: KA LAE 2 NO 2 1948
 TU0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0012+STABILITY: POSITION/ELEVATION WELL
 TU0012
 TU0012  HISTORY     - Date     Condition        Report By
 TU0012  HISTORY     - 1948     MONUMENTED       CGS
 TU0012  HISTORY     - 1964     GOOD             NGS
 TU0012
 TU0012                          STATION DESCRIPTION
 TU0012
 TU0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0012'1.7 MI S FROM PMR S PT TRACKING FACILITY.
 TU0012'1.1 MILE SOUTH ALONG A NARROW ASPHALT ROAD FROM THE SOUTH POINT
 TU0012'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, THENCE 0.4 MILE WEST
 TU0012'AND SOUTH ALONG THE RIGHT FORK, THENCE 0.15 MILE SOUTH ALONG A TRACK
 TU0012'ROAD, THENCE ABOUT 150 FEET WEST THROUGH AN OPENING IN A ROCK WALL,
 TU0012'245 FEET NORTH OF A LIGHT HOUSE, 155 FEET SOUTH OF AN OLD FLAG POLE
 TU0012'AND CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROPPING OF LAVA THAT
 TU0012'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2074 ***********************************************************************
 TU2074  DESIGNATION -  KA LAE LIGHT
 TU2074  PID         -  TU2074
 TU2074  STATE/COUNTY-  HI/HAWAII
 TU2074  USGS QUAD   -  KA LAE (1982)
 TU2074
 TU2074                         *CURRENT SURVEY CONTROL
 TU2074  ___________________________________________________________________
 TU2074* NAD 83(1993)-  18 54 43.70786(N)    155 40 54.70890(W)     ADJUSTED  
 TU2074* LOCAL TIDAL -                                                        
 TU2074  ___________________________________________________________________
 TU2074  EPOCH DATE  -        1993.62
 TU2074  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 TU2074  GEOID HEIGHT-          14.16  (meters)                     GEOID03
 TU2074
 TU2074  HORZ ORDER  -  THIRD
 TU2074
 TU2074.The horizontal coordinates were established by classical geodetic methods
 TU2074.and adjusted by the National Geodetic Survey in December 1998..
 TU2074.The horizontal coordinates are valid at the epoch date displayed above.
 TU2074.The epoch date for horizontal control is a decimal equivalence
 TU2074.of Year/Month/Day.
 TU2074
 TU2074
 TU2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2074
 TU2074.The geoid height was determined by GEOID03.
 TU2074
 TU2074;                    North         East     Units Scale Factor Converg.
 TU2074;SPC HI 1     -     8,732.836   480,841.803   MT  0.99997120   -0 03 32.2
 TU2074;UTM  05      - 2,093,250.094   217,504.293   MT  1.00058664   -0 52 11.3
 TU2074
 TU2074                          SUPERSEDED SURVEY CONTROL
 TU2074
 TU2074  NAD 83(1986)-  18 54 43.69291(N)    155 40 54.76283(W) AD(       ) 4
 TU2074  OLD HI      -  18 54 54.44000(N)    155 41 04.55000(W) AD(       ) 3
 TU2074
 TU2074.Superseded values are not recommended for survey control.
 TU2074.NGS no longer adjusts projects to the OLD HI datum.
 TU2074.See file dsdata.txt to determine how the superseded data were derived.
 TU2074
 TU2074_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1750493250(NAD 83)
 TU2074
 TU2074  HISTORY     - Date     Condition        Report By
 TU2074  HISTORY     - 1948     MONUMENTED       CGS
 TU2074  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2074  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2074
 TU2074                          STATION DESCRIPTION
 TU2074
 TU2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2074'THIS STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM
 TU2074'TRIANGULATION STATION KA LAE 2.
 TU2074'
 TU2074'THE STATION IS LOCATED ON SOUTH POINT, THE MOST SOUTHERLY
 TU2074'POINT OF THE HAWAIIAN ISLANDS, ABOUT 100 FEET NORTH OF THE SEA
 TU2074'AND JUST SOUTH OF THE GENERATOR HOUSE WHICH FURNISHES POWER FOR
 TU2074'THE LIGHT.
 TU2074'
 TU2074'THE STATION IS THE CENTER OF THE STEEL LIGHT TOWER WHICH IS
 TU2074'SET ON A CONCRETE SLAB ABOUT 12 FEET SQUARE.  THE LIGHT IS
 TU2074'FIXED AND IS MOUNTED ON THE CATWALK WHICH IS ABOUT 30 FEET
 TU2074'ABOVE THE GROUND.
 TU2074
 TU2074                          STATION RECOVERY (1967)
 TU2074
 TU2074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2074'STATION WAS RECOVERED.  LOCATED ABOUT 12 MILES SOUTHWEST OF
 TU2074'NAALEHU, ON KA LAE POINT, THE SOUTHERNMOST POINT OF THE ISLAND,
 TU2074'ABOUT 100 FEET NORTH OF THE SEA AND AT SOUTH SIDE OF THE
 TU2074'GENERATOR HOUSE.
 TU2074'
 TU2074'STATION IS THE CENTER OF A WHITE, SKELETON STEEL TOWER ABOUT
 TU2074'30 FEET HIGH, WITH A FIXED LIGHT MOUNTED ON TOP.
 TU2074
 TU2074                          STATION RECOVERY (1978)
 TU2074
 TU2074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2074'THE STATION IS LOST.  THE LIGHT HAS BEEN REBUILT IN A SLIGHTLY
 TU2074'DIFFERENT POSITION.  SEE KA LAE LIGHT, 1978.
 TU2074'
 TU2074'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2074'12 MILES SOUTHWEST OF NAAHELU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2077 ***********************************************************************
 TU2077  DESIGNATION -  KA LAE LIGHT
 TU2077  PID         -  TU2077
 TU2077  STATE/COUNTY-  HI/HAWAII
 TU2077  USGS QUAD   -  KA LAE (1982)
 TU2077
 TU2077                         *CURRENT SURVEY CONTROL
 TU2077  ___________________________________________________________________
 TU2077* NAD 83(1993)-  18 54 43.66238(N)    155 40 54.47741(W)     ADJUSTED  
 TU2077* LOCAL TIDAL -                                                        
 TU2077  ___________________________________________________________________
 TU2077  EPOCH DATE  -        1993.62
 TU2077  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 TU2077  GEOID HEIGHT-          14.16  (meters)                     GEOID03
 TU2077
 TU2077  HORZ ORDER  -  THIRD
 TU2077
 TU2077.The horizontal coordinates were established by classical geodetic methods
 TU2077.and adjusted by the National Geodetic Survey in December 1998..
 TU2077.The horizontal coordinates are valid at the epoch date displayed above.
 TU2077.The epoch date for horizontal control is a decimal equivalence
 TU2077.of Year/Month/Day.
 TU2077
 TU2077
 TU2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2077
 TU2077.The geoid height was determined by GEOID03.
 TU2077
 TU2077;                    North         East     Units Scale Factor Converg.
 TU2077;SPC HI 1     -     8,731.431   480,848.576   MT  0.99997120   -0 03 32.1
 TU2077;UTM  05      - 2,093,248.592   217,511.049   MT  1.00058659   -0 52 11.3
 TU2077
 TU2077                          SUPERSEDED SURVEY CONTROL
 TU2077
 TU2077  NAD 83(1986)-  18 54 43.64744(N)    155 40 54.53141(W) AD(       ) 4
 TU2077  OLD HI      -  18 54 54.43191(N)    155 41 04.55307(W) AD(       ) 3
 TU2077
 TU2077.Superseded values are not recommended for survey control.
 TU2077.NGS no longer adjusts projects to the OLD HI datum.
 TU2077.See file dsdata.txt to determine how the superseded data were derived.
 TU2077
 TU2077_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1751193249(NAD 83)
 TU2077_MARKER: 14 = NAVIGATION LIGHT
 TU2077_SETTING: 0 = UNSPECIFIED SETTING
 TU2077
 TU2077  HISTORY     - Date     Condition        Report By
 TU2077  HISTORY     - 1978     FIRST OBSERVED   NGS
 TU2077  HISTORY     - 1979     GOOD             NOS
 TU2077  HISTORY     - 19791001 GOOD             NOS
 TU2077
 TU2077                          STATION DESCRIPTION
 TU2077
 TU2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2077'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF THE TOWN OF
 TU2077'NAALEHU, ON KA LAE (SOUTH POINT), ON THE SOUTHERNMOST TIP OF THE
 TU2077'ISLAND OF HAWAII AND AT THE SOUTH END OF THE SOUTH POINT ROAD,
 TU2077'IN AN OPEN FLAT AREA ABOUT 60 FEET ABOVE SEA LEVEL.
 TU2077'
 TU2077'THE STATION IS THE WHITE LIGHT ATOP A 1.4 FOOT IN DIAMETER,
 TU2077'OCTAGONAL, CONCRETE POST THAT RISES ABOUT 30 FEET ABOVE A 14 FOOT
 TU2077'SQUARE, CONCRETE BASE.
 TU2077'
 TU2077'DESIGNATED AS NO. 3683 IN THE PUBLICATION LIGHT LIST, VOLUME III,
 TU2077'PACIFIC COAST AND PACIFIC ISLANDS, 1977.  THE LIGHT IS 217 FEET
 TU2077'SOUTH OF STATION KA LAE 2, 1948.
 TU2077
 TU2077                          STATION RECOVERY (1979)
 TU2077
 TU2077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2077'RECOVERED AS DESCRIBED.
 TU2077
 TU2077                          STATION RECOVERY (1979)
 TU2077
 TU2077'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2077'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2841 ***********************************************************************
 TU2841  DESIGNATION -  KA LAE O KA ILIO RESET
 TU2841  PID         -  TU2841
 TU2841  STATE/COUNTY-  HI/MAUI
 TU2841  USGS QUAD   -  KAUPO (1996)
 TU2841
 TU2841                         *CURRENT SURVEY CONTROL
 TU2841  ___________________________________________________________________
 TU2841* NAD 83(1993)-  20 37 06.50701(N)    156 08 23.91670(W)     ADJUSTED  
 TU2841* LOCAL TIDAL -        22.3    (meters)      73.     (feet)  VERT ANG  
 TU2841  ___________________________________________________________________
 TU2841  EPOCH DATE  -        1993.62
 TU2841  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 TU2841  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU2841
 TU2841  HORZ ORDER  -  FIRST
 TU2841
 TU2841.The horizontal coordinates were established by classical geodetic methods
 TU2841.and adjusted by the National Geodetic Survey in December 1998..
 TU2841.The horizontal coordinates are valid at the epoch date displayed above.
 TU2841.The epoch date for horizontal control is a decimal equivalence
 TU2841.of Year/Month/Day.
 TU2841
 TU2841.The orthometric height was determined by vertical angle observations.
 TU2841
 TU2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2841
 TU2841.The geoid height was determined by GEOID03.
 TU2841
 TU2841;                    North         East     Units Scale Factor Converg.
 TU2841;SPC HI 2     -    31,655.826   554,896.850   MT  1.00000390   +0 11 07.7
 TU2841;UTM  04      - 2,282,545.407   798,081.301   MT  1.00069825   +1 00 28.4
 TU2841
 TU2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2841!SPC HI 2     -   0.99999398  x   1.00000390  =   0.99999788
 TU2841!UTM  04      -   0.99999398  x   1.00069825  =   1.00069223
 TU2841
 TU2841:                Primary Azimuth Mark                     Grid Az
 TU2841:SPC HI 2     -  KAUPO CATHOLIC CHURCH STEEPLE            003 33 58.5
 TU2841:UTM  04      -  KAUPO CATHOLIC CHURCH STEEPLE            002 44 37.8
 TU2841
 TU2841|---------------------------------------------------------------------|
 TU2841| PID    Reference Object                     Distance      Geod. Az  |
 TU2841|                                                           dddmmss.s |
 TU2841| TU2846 KAUPO CATHOLIC CHURCH STEEPLE       APPROX. 1.7 KM 0034506.2 |
 TU2841| TU2844 KAUMIKAOHU                          APPROX. 6.8 KM 0044247.8 |
 TU2841| CN5249 KA LAE O KA ILIO RM 2                 7.339 METERS 24940     |
 TU2841| CN5248 KA LAE O KA ILIO RM 1                 7.575 METERS 34452     |
 TU2841|---------------------------------------------------------------------|
 TU2841
 TU2841                          SUPERSEDED SURVEY CONTROL
 TU2841
 TU2841  NAD 83(1986)-  20 37 06.47650(N)    156 08 23.92947(W) AD(       ) 1
 TU2841  OLD HI      -  20 37 17.94300(N)    156 08 34.02600(W) AD(       ) 1
 TU2841
 TU2841.Superseded values are not recommended for survey control.
 TU2841.NGS no longer adjusts projects to the OLD HI datum.
 TU2841.See file dsdata.txt to determine how the superseded data were derived.
 TU2841
 TU2841_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9808182545(NAD 83)
 TU2841
 TU2841  HISTORY     - Date     Condition        Report By
 TU2841  HISTORY     - 1885     MONUMENTED       HIGS
 TU2841  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2841  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2841  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2841
 TU2841                          STATION DESCRIPTION
 TU2841
 TU2841'DESCRIBED BY HAWAII GEODETIC SURVEY 1885
 TU2841'ON SOUTHERN SHORE OF MAUI, IN KAUPO DISTRICT, NEAR THE END OF A
 TU2841'LONG ROCKY POINT OF SAME NAME, 1 MILE DUE SOUTH OF THE
 TU2841'CATHOLIC CHURCH BUILDING, IN THE LAND OF
 TU2841'KAALELEHINALE.  MARKED BY AN IRON STAKE LET INTO THE ROCK, AND
 TU2841'INCLOSED BY A BLOCK OF CONCRETE.
 TU2841
 TU2841                          STATION RECOVERY (1950)
 TU2841
 TU2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2841'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD
 TU2841'CONDITION.  A STANDARD BRONZE STATION DISK WAS SET IN A CONCRETE
 TU2841'POST IN THE EXACT POSITION AS WAS OCCUPIED BY THE ORIGINAL IRON
 TU2841'PIN.  TWO REFERENCE MARKS WERE ESTABLISHED.  A NEW DESCRIPTION
 TU2841'FOLLOWS--
 TU2841'
 TU2841'THE STATION IS LOCATED ON THE MOST SOUTHERLY POINT OF KA LAE
 TU2841'O KA ILIO, WHICH LIES ABOUT 1 MILE SOUTH OF THE KAUPO CATHOLIC
 TU2841'CHURCH.
 TU2841'
 TU2841'TO REACH FROM THE KAUPO SCHOOL.  GO WESTERLY, ON THE GRADED
 TU2841'ROAD, FOR 1.55 MILES.  TURN LEFT, PASS THROUGH A LOCKED
 TU2841'BOARD GATE (KEY TO GATE AT HOUSE ON LEFT) AND GO SOUTH, ON A
 TU2841'TRACK ROAD, FOR 1.0 MILE.  BEAR TO THE RIGHT AND CROSS OVER A
 TU2841'GULLY, THEN TO THE LEFT, DOWN THE RIDGE FOR ABOUT 0.25 MILE
 TU2841'TO THE END OF THE CAPE AND THE STATION.
 TU2841'
 TU2841'THE STATION IS A STANDARD DISK, STAMPED KA LAE O KA ILIO
 TU2841'1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TU2841'ABOUT 8 INCHES.
 TU2841'
 TU2841'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED KA LAE O
 TU2841'KA ILIO 1950 SET INTO A MASS OF CONCRETE WHICH IS 40 INCHES
 TU2841'BELOW THE SURFACE OF THE SOIL.
 TU2841'
 TU2841'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KA LAE O
 TU2841'KA ILIO NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH
 TU2841'PROJECTS ABOUT 1 FOOT AND IS ABOUT 4 FEET LOWER THAN THE
 TU2841'STATION.
 TU2841'
 TU2841'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KA LAE O
 TU2841'KA ILIO NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH
 TU2841'PROJECTS ABOUT 1 FOOT AND IS ABOUT 2 FEET HIGHER THAN THE
 TU2841'STATION.
 TU2841
 TU2841                          STATION RECOVERY (1961)
 TU2841
 TU2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2841'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2841'CONDITION AS DESCRIBED BY C.T.H. IN 1950.  THE GRADED ROAD
 TU2841'MENTIONED IN THE DIRECTIONS FOR REACHING THE STATION IS
 TU2841'STATE HIGHWAY 31 AND THE KEY TO THE BOARD GATE MENTIONED MAY
 TU2841'BE SECURED AT THE KAUPO RANCH OFFICE AS THE HOUSE NEAR THE
 TU2841'GATE WAS VACANT AT THE TIME OF THIS RECOVERY.
 TU2841'
 TU2841'THE 1950 RECOVERY NOTE IS ADEQUATE WITH THE CORRECTIONS NOTED
 TU2841'ABOVE.
 TU2841
 TU2841                          STATION RECOVERY (1968)
 TU2841
 TU2841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2841'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2841'CONDITION.  THE REFERENCE MARKS WERE DESCRIBED IN REVERSE IN
 TU2841'1950, BUT THE DISTANCES AND DIRECTIONS WERE LISTED
 TU2841'CORRECTLY.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2841'
 TU2841'STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHWEST OF HANA, 2
 TU2841'MILES SOUTHWEST OF KAUPO, AND 1 MILE SOUTH OF HIGHWAY 31, ON
 TU2841'THE EXTREME SOUTH TIP OF KAILIO POINT, ON THE WEST SIDE OF
 TU2841'KAMANAWA BAY.
 TU2841'
 TU2841'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO
 TU2841'SOUTHEAST ON STATE HIGHWAY 37 FOR 0.9 MILE.  TAKE RIGHT FORK
 TU2841'AND FOLLOW HIGHWAY 31 FOR 18.9 MILES TO BOARD GATE ON RIGHT,
 TU2841'AT KAUPO RANCH CORRALS.  (KEY WAS OBTAINED AT THE KAUPO
 TU2841'RANCH).  PASS THROUGH GATE AND GO SOUTH FOR 0.35 MILE.  TAKE
 TU2841'RIGHT FORK AND FOLLOW JEEP ROAD SOUTH FOR 0.85 MILE TO STATION.
 TU2841'
 TU2841'STATION MARK IS A STANDARD DISK STAMPED KA LAE O KA ILIO 1950,
 TU2841'SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2841'PROJECTING 6 INCHES FROM GROUND.  IT IS ABOUT 25 FEET NORTH
 TU2841'FROM EDGE OF BLUFF AND HAS A CAIRN BUILT OVER IT.
 TU2841'
 TU2841'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KA LAE O
 TU2841'KA ILIO NO 1 1950, CEMENTED IN A DRILL HOLE IN A 10-INCH
 TU2841'BEDROCK OUTCROP PROJECTING 8 INCHES FROM GROUND.  IT IS 10
 TU2841'FEET SOUTHWEST OF EDGE OF BLUFF AND ABOUT 3 FEET HIGHER THAN
 TU2841'STATION MARK.
 TU2841'
 TU2841'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KA LAE O
 TU2841'KA ILIO NO 2 1950, CEMENTED IN A DRILL HOLE IN A 2-FOOT SQUARE
 TU2841'BLACK ROCK PROJECTING 6 INCHES FROM GROUND.  IT IS 3.8 FEET
 TU2841'LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3269 ***********************************************************************
 TU3269  DESIGNATION -  KAA 1927
 TU3269  PID         -  TU3269
 TU3269  STATE/COUNTY-  HI/MAUI
 TU3269  USGS QUAD   -  
 TU3269
 TU3269                         *CURRENT SURVEY CONTROL
 TU3269  ___________________________________________________________________
 TU3269* NAD 83(1993)-  20 51 35.54794(N)    157 01 23.10711(W)     ADJUSTED  
 TU3269* LOCAL TIDAL -       122.     (meters)     400.     (feet)  SCALED    
 TU3269  ___________________________________________________________________
 TU3269  EPOCH DATE  -        1993.62
 TU3269  LAPLACE CORR-           7.88  (seconds)                    DEFLEC99
 TU3269  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU3269
 TU3269  HORZ ORDER  -  THIRD
 TU3269
 TU3269.The horizontal coordinates were established by classical geodetic methods
 TU3269.and adjusted by the National Geodetic Survey in December 1998..
 TU3269.The horizontal coordinates are valid at the epoch date displayed above.
 TU3269.The epoch date for horizontal control is a decimal equivalence
 TU3269.of Year/Month/Day.
 TU3269
 TU3269.The orthometric height was scaled from a topographic map.
 TU3269
 TU3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3269
 TU3269.The geoid height was determined by GEOID03.
 TU3269
 TU3269;                    North         East     Units Scale Factor Converg.
 TU3269;SPC HI 2     -    58,333.466   462,909.592   MT  0.99998366   -0 07 36.9
 TU3269;UTM  04      - 2,307,903.547   705,680.213   MT  1.00012283   +0 42 15.1
 TU3269
 TU3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3269!SPC HI 2     -   0.99997838  x   0.99998366  =   0.99996204
 TU3269!UTM  04      -   0.99997838  x   1.00012283  =   1.00010121
 TU3269
 TU3269                          SUPERSEDED SURVEY CONTROL
 TU3269
 TU3269  NAD 83(1986)-  20 51 35.50529(N)    157 01 23.06918(W) AD(       ) 3
 TU3269  OLD HI      -  20 51 46.93400(N)    157 01 33.13300(W) AD(       ) 3
 TU3269
 TU3269.Superseded values are not recommended for survey control.
 TU3269.NGS no longer adjusts projects to the OLD HI datum.
 TU3269.See file dsdata.txt to determine how the superseded data were derived.
 TU3269
 TU3269_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0568007904(NAD 83)
 TU3269_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3269_SETTING: 80 = SET IN A BOULDER
 TU3269_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU3269
 TU3269  HISTORY     - Date     Condition        Report By
 TU3269  HISTORY     - 1927     MONUMENTED       CGS
 TU3269  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3269  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3269
 TU3269                          STATION DESCRIPTION
 TU3269
 TU3269'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3269'ON WEST COAST OF LANAI, ABOUT 10 MILES NORTH OF KAUMALAPAU
 TU3269'HARBOR, ON TOP OF A STEEP BLUFF, NEAR EDGE OF BLUFF, AT ABOUT
 TU3269'250 FEET ELEVATION.  VISIBLE TO THE NORTHWARD ACROSS A DEEP
 TU3269'RAVINE AND DISTANT ABOUT 1-1/2 MILES IS A PROMINENT POINT MARKED
 TU3269'KAAPAKU ON THE GEOLOGICAL SURVEY MAP.  STATION IS DIFFICULT OF
 TU3269'ACCESS FROM THE SOUTHWARD.  THE MOST FEASIBLE APPROACH WOULD
 TU3269'PROBABLY BE FROM THE NORTHWARD IF LANDING CAN BE EFFECTED
 TU3269'THERE, OR BY FOLLOWING RIDGE INLAND AND DOWN TO STATION.
 TU3269'STATION MARKED ACCORDING TO NOTE 5, STANDARD DISK IN
 TU3269'CONCRETE IN LARGE BLACK BOWLDER.  TWO REFERENCE MARKS, NOTE
 TU3269'12D, STANDARD REFERENCE DISKS IN CONCRETE IN LARGE BLACK
 TU3269'BOWLDERS, WERE SET AT THE FOLLOWING DISTANCES AND
 TU3269'AZIMUTHS FROM THE STATION--(NO RECORD FOUND OF THIS DATA.)
 TU3269'STATION AND REFERENCE DISKS WERE STAMPED WITH YEAR AND NAME
 TU3269'OF STATION.
 TU3269
 TU3269                          STATION RECOVERY (1931)
 TU3269
 TU3269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3269'STATION IS ON THE W COAST OF LANAI ISLAND.  STATION MARK WAS
 TU3269'RECOVERED IN GOOD CONDITION, BUT THE REFERENCE MARKS WERE NOT
 TU3269'FOUND.  A SMALL TRIPOD SIGNAL, OVER THE STATION, WAS STILL
 TU3269'STANDING, BUT NEEDED NEW GUY WIRES AND REDRESSING TO PUT IT
 TU3269'BACK INTO SHAPE.
 TU3269
 TU3269                          STATION RECOVERY (1962)
 TU3269
 TU3269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3269'STATION WAS RECOVERED AND ALL MARKS FOND IN GOOD CONDITION.  A
 TU3269'COMPLETE DESCRIPTION FOLLOWS--
 TU3269'
 TU3269'STATION IS LOCATED ABOUT 7 MILES AIRLINE WEST-NORTHWEST OF
 TU3269'LANAI CITY AND 1 MILE SOUTHEAST OF KAAPAHU HILL, ON SHORELINE
 TU3269'BLUFF, AT ABOUT 250 FEET ELEVATION.
 TU3269'
 TU3269'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3269'0.05 MILE.  TURN LEFT AND 0.15 MILE.  TURN RIGHT AND GO 0.5 MILE
 TU3269'TO END OF PAVED ROAD.  CONTINUE, ON GRADED ROAD, FOR 0.8 MILE TO
 TU3269'CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH PINEAPPLE
 TU3269'FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE ON DIRT ROAD
 TU3269'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES
 TU3269'FOR 0.85 MILE TO FORK.  TAKE LEFT FORK AND GO 2.5 MILES TO FORK
 TU3269'ON GRASSY FLAT.  TAKE LEFT FORK AND GO 0.4 MILE TO DIM LEFT
 TU3269'FORK.  TAKE LEFT FORK AND FOLLOW TRACK ROAD FOR 1.4 MILES TO
 TU3269'END OF ROAD AT A RAIN-TRAP.  FROM HERE PACK SOUTH-SOUTHEAST ABOUT
 TU3269'1-1/4 MILES TO STATION.
 TU3269'
 TU3269'STATION MARK IS A STANDARD DISK STAMPED KAA 1927, CEMENTED IN
 TU3269'A DRILL HOLE IN A BOULDER THAT PROJECTS 8 INCHES ABOVE GROUND.  IT
 TU3269'IS 10 FEET SOUTHEAST OF CLIFF EDGE.
 TU3269'
 TU3269'REFERENCE MARK NUMBER ONE IS A STANDARD DISK CEMENTED IN A DRILL
 TU3269'HOLE IN BEDROCK.  IT IS 28.076 M, 92.115 FEET, SOUTHWEST OF
 TU3269'STATION, AND 40 FEET SOUTHEAST OF CLIFF.
 TU3269'
 TU3269'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAA 1927,
 TU3269'CEMENTED IN A DRILL HOLE IN A BOULDER, 2.715 M, 8.910 FEET,
 TU3269'SOUTH-SOUTHWEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1458 ***********************************************************************
 TU1458  DESIGNATION -  KAAAWA
 TU1458  PID         -  TU1458
 TU1458  STATE/COUNTY-  HI/HONOLULU
 TU1458  USGS QUAD   -  KAHANA (1983)
 TU1458
 TU1458                         *CURRENT SURVEY CONTROL
 TU1458  ___________________________________________________________________
 TU1458* NAD 83(1993)-  21 32 31.82847(N)    157 50 32.17751(W)     ADJUSTED  
 TU1458* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1458  ___________________________________________________________________
 TU1458  EPOCH DATE  -        1993.62
 TU1458  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 TU1458  GEOID HEIGHT-          14.85  (meters)                     GEOID03
 TU1458
 TU1458  HORZ ORDER  -  THIRD
 TU1458
 TU1458.The horizontal coordinates were established by classical geodetic methods
 TU1458.and adjusted by the National Geodetic Survey in December 1998..
 TU1458.No horizontal observational check was made to the station.
 TU1458.The horizontal coordinates are valid at the epoch date displayed above.
 TU1458.The epoch date for horizontal control is a decimal equivalence
 TU1458.of Year/Month/Day.
 TU1458
 TU1458.The orthometric height was scaled from a topographic map.
 TU1458
 TU1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1458
 TU1458.The geoid height was determined by GEOID03.
 TU1458
 TU1458;                    North         East     Units Scale Factor Converg.
 TU1458;SPC HI 3     -    41,584.704   516,338.993   MT  0.99999330   +0 03 28.5
 TU1458;UTM  04      - 2,382,598.297   619,887.479   MT  0.99977760   +0 25 30.5
 TU1458
 TU1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1458!SPC HI 3     -   0.99999751  x   0.99999330  =   0.99999081
 TU1458!UTM  04      -   0.99999751  x   0.99977760  =   0.99977511
 TU1458
 TU1458:                Primary Azimuth Mark                     Grid Az
 TU1458:SPC HI 3     -  MOKAPU RESET                             130 18 48.7
 TU1458:UTM  04      -  MOKAPU RESET                             129 56 46.7
 TU1458
 TU1458|---------------------------------------------------------------------|
 TU1458| PID    Reference Object                     Distance      Geod. Az  |
 TU1458|                                                           dddmmss.s |
 TU1458| TU1056 MOKAPU RESET                        APPROX.15.0 KM 1302217.2 |
 TU1458| TU0945 F 4                                  32.960 METERS 14832     |
 TU1458| TU1459 MALIAHONO HOUSE DOORWAY 1932         26.800 METERS 20739     |
 TU1458| CJ9507 KAAAWA RM 1                           6.190 METERS 22347     |
 TU1458|---------------------------------------------------------------------|
 TU1458
 TU1458                          SUPERSEDED SURVEY CONTROL
 TU1458
 TU1458  NAD 83(1986)-  21 32 31.78027(N)    157 50 32.18545(W) AD(       ) 3
 TU1458  OLD HI      -  21 32 43.19300(N)    157 50 42.09200(W) AD(       ) 3
 TU1458
 TU1458.Superseded values are not recommended for survey control.
 TU1458.NGS no longer adjusts projects to the OLD HI datum.
 TU1458.See file dsdata.txt to determine how the superseded data were derived.
 TU1458
 TU1458_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1988782598(NAD 83)
 TU1458_MARKER: Z = SEE DESCRIPTION
 TU1458_SETTING: 0 = UNSPECIFIED SETTING
 TU1458
 TU1458  HISTORY     - Date     Condition        Report By
 TU1458  HISTORY     - 1932     MONUMENTED       CGS
 TU1458  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1458
 TU1458                          STATION DESCRIPTION
 TU1458
 TU1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1458'TWO MILES N OF KANEOHE BAY, ABOUT 1/2 MILE SSE OF KAAAWA SCHOOL,
 TU1458'NEAR A GROUP OF 5 HOUSES, 6 METERS E OF KAMEHAMEHA HIGHWAY, 1 FOOT
 TU1458'E OF A STONE WALL.
 TU1458'
 TU1458'STATION MARK IS A STANDARD DISK SET IN CONCRETE.  UNDERGROUND
 TU1458'MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE 3 FEET BELOW
 TU1458'THE GROUND CONTAINING AT THE CENTER OF ITS UPPER SURFACE A GLASS
 TU1458'BOTTLE WITH NECK PROJECTING A LITTLE ABOVE THE CONCRETE.
 TU1458'
 TU1458'WITNESS MARK 1 IS BENCH MARK F-4.
 TU1458'
 TU1458'WITNESS MARK 2 IS DOORWAY OF MALIAHONO A DARK RED HOUSE TRIMMED
 TU1458'IN YELLOW.
 TU1458'
 TU1458'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK SET IN EDGE OF
 TU1458'PAVEMENT.
 TU1458
 TU1458                          STATION RECOVERY (1965)
 TU1458
 TU1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1458'THE STATION IS GONE.  THE CONCRETE MONUMENT WITH STATION DISK IN
 TU1458'IT WAS FOUND LAYING ON THE BEACH IN 1959 BY A SGT. HILL OF THE
 TU1458'USMC, AND AS INDICATED BY CORRESPONDENCE ON FILE IN THE HONOLULU
 TU1458'FIELD OFFICE, THE DISK WAS TURNED IN TO THE OFFICE.
 TU1458'
 TU1458'REFERENCE MARK NUMBER 1 COULD NOT BE FOUND AND IS PROBABLY COVERED
 TU1458'OVER WITH NEW ROAD SURFACING.  BENCH MARK F-4, USED AS WITNESS
 TU1458'MARK 1, IS ALSO DESTROYED.
 TU1458'
 TU1458'MALIAHONO HOUSE MENTIONED IN ORIGINAL DESCRIPTION COULD NOT BE
 TU1458'IDENTIFIED, AND ACCORDING TO MR. EAK WILLIAMS, WHO LIVES IN ONE
 TU1458'OF THE OLD HOUSES AND HAS BEEN THERE FOR MANY YEARS, THERE WAS NO
 TU1458'HOUSE OF THAT NAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1531 ***********************************************************************
 TU1531  DESIGNATION -  KAALA
 TU1531  PID         -  TU1531
 TU1531  STATE/COUNTY-  HI/HONOLULU
 TU1531  USGS QUAD   -  HALEIWA (1983)
 TU1531
 TU1531                         *CURRENT SURVEY CONTROL
 TU1531  ___________________________________________________________________
 TU1531* NAD 83(1993)-  21 30 28.90667(N)    158 08 34.48503(W)     ADJUSTED  
 TU1531* LOCAL TIDAL -      1224.3    (meters)    4017.     (feet)  VERT ANG  
 TU1531  ___________________________________________________________________
 TU1531  EPOCH DATE  -        1993.62
 TU1531  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 TU1531  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1531
 TU1531  HORZ ORDER  -  FIRST
 TU1531
 TU1531.The horizontal coordinates were established by classical geodetic methods
 TU1531.and adjusted by the National Geodetic Survey in December 1998..
 TU1531.The horizontal coordinates are valid at the epoch date displayed above.
 TU1531.The epoch date for horizontal control is a decimal equivalence
 TU1531.of Year/Month/Day.
 TU1531
 TU1531.The orthometric height was determined by vertical angle observations.
 TU1531
 TU1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1531
 TU1531.The geoid height was determined by GEOID03.
 TU1531
 TU1531;                    North         East     Units Scale Factor Converg.
 TU1531;SPC HI 3     -    37,802.593   485,192.326   MT  0.99999271   -0 03 08.6
 TU1531;UTM  04      - 2,378,617.807   588,773.624   MT  0.99969738   +0 18 51.3
 TU1531
 TU1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1531!SPC HI 3     -   0.99980515  x   0.99999271  =   0.99979786
 TU1531!UTM  04      -   0.99980515  x   0.99969738  =   0.99950258
 TU1531
 TU1531:                Primary Azimuth Mark                     Grid Az
 TU1531:SPC HI 3     -  WAIALUA SUGAR CO MILL STACK              014 16 14.6
 TU1531:UTM  04      -  WAIALUA SUGAR CO MILL STACK              013 54 14.7
 TU1531
 TU1531|---------------------------------------------------------------------|
 TU1531| PID    Reference Object                     Distance      Geod. Az  |
 TU1531|                                                           dddmmss.s |
 TU1531| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 7.5 KM 0141306.0 |
 TU1531| CJ9508 KAALA RM 1                            3.347 METERS 09135     |
 TU1531| CJ9510 KAALA RM 3                                         09304     |
 TU1531| CJ9509 KAALA RM 2                           22.836 METERS 17814     |
 TU1531| TU1589 KAENA POINT RADIO MAST              APPROX.12.4 KM 2984823.5 |
 TU1531| TU1575 KAENA POINT RADAR DOME              APPROX.11.9 KM 3001914.6 |
 TU1531| TU1559 PIPE                                APPROX. 9.8 KM 3030216.5 |
 TU1531| TU1544 MOKU RADAR ANTENNA                  APPROX. 6.8 KM 3080149.2 |
 TU1531|---------------------------------------------------------------------|
 TU1531
 TU1531                          SUPERSEDED SURVEY CONTROL
 TU1531
 TU1531  NAD 83(1986)-  21 30 28.85478(N)    158 08 34.49586(W) AD(       ) 1
 TU1531  OLD HI      -  21 30 40.26248(N)    158 08 44.39419(W) AD(       ) 1
 TU1531
 TU1531.Superseded values are not recommended for survey control.
 TU1531.NGS no longer adjusts projects to the OLD HI datum.
 TU1531.See file dsdata.txt to determine how the superseded data were derived.
 TU1531
 TU1531_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8877478618(NAD 83)
 TU1531_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1531
 TU1531  HISTORY     - Date     Condition        Report By
 TU1531  HISTORY     - 1965     MONUMENTED       CGS
 TU1531  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1531
 TU1531                          STATION DESCRIPTION
 TU1531
 TU1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1531'STATION IS LOCATED ABOUT 8 MILES WEST OF WAHIAWA AND 4-1/2 MILES
 TU1531'SOUTH-SOUTHWEST OF WAIALUA, AT ABOUT 4025 FEET ELEVATION, ON THE
 TU1531'SUMMIT OF MT. KAALA, THE HIGHEST POINT ON OAHU.
 TU1531'
 TU1531'TO REACH STATION FROM THE HIGH SCHOOL IN WAIALUA, GO WEST ON
 TU1531'FARRINGTON HIGHWAY FOR 1.4 MILES.  TURN LEFT ON T-ROAD ALONG
 TU1531'POWER LINE AND GO 1.0 MILE TO LOCKED GATE BY FAA FIELD OFFICE.
 TU1531'PASS THROUGH GATE AND CONTINUE, UPGRADE, FOR 1.7 MILES TO ANOTHER
 TU1531'LOCKED GATE.  PASS THROUGH GATE AND CONTINUE UPGRADE FOR 5.3 MILES
 TU1531'TO TOP OF MOUNTAIN AND STATION ON LEFT.
 TU1531'
 TU1531'STATION MARK IS A STANDARD DISK STAMPED KAALA 1965, SET IN THE
 TU1531'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 TU1531'ABOVE GROUND.  IT IS LOCATED ON THE SMALL, BRUSHY POINT 20 FEET
 TU1531'NORTHWEST OF THE NORTHWEST SIDE OF A SMALL, FLAT, RAISED AREA
 TU1531'ABOUT 5 FEET HIGHER THAN SURROUNDING GROUND, AT NORTHWEST END OF
 TU1531'HILLTOP, 80 FEET NORTH OF THE ROAD AND ABOUT 100 YARDS
 TU1531'WEST-NORTHWEST OF THE HAWAII AIR NATIONAL GUARD OFFICE.
 TU1531'
 TU1531'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED KAALA 1965,
 TU1531'SET IN CONCRETE ABOUT 3 FEET BELOW GROUND LEVEL.
 TU1531'
 TU1531'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAALA NO 1
 TU1531'1965, SET IN THE TOP OF A 14-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU1531'PROJECTS 3 INCHES ABOVE GROUND AND IS AT ABOUT SAME ELEVATION AS
 TU1531'STATION MARK.  IT IS ON THE SMALL POINT JUST ACROSS THE SMALL
 TU1531'DRAINAGE RAVINE AT NORTHWEST SIDE OF THE RAISED AREA AND ON THE
 TU1531'EAST END OF THE POINT ON WHICH THE STATION IS LOCATED.
 TU1531'
 TU1531'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAALA NO 2
 TU1531'1965, CEMENTED IN A DRILL HOLE IN THE CONCRETE BOX AT ROAD CULVERT
 TU1531'NO. 80.  IT IS 2 FEET WEST FROM EAST END OF THE BOX, 5 FEET NORTH
 TU1531'OF EDGE OF ROAD SURFACE, 1-1/2 FEET ABOVE GROUND, AND 8.32 FEET
 TU1531'LOWER THAN STATION MARK.
 TU1531'
 TU1531'NOTE--KEY FOR LOCKED GATES MAY BE OBTAINED AT THE HAWAII AIR
 TU1531'NATIONAL GUARD OFFICE IN BLDG. NO. 204 AT WHEELER AFB UPON PROOF
 TU1531'OF SECURITY CLEARANCE.
 TU1531
 TU1531                          STATION RECOVERY (1969)
 TU1531
 TU1531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1531'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO ROUGH TERRAIN.
 TU1531'
 TU1531'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 TU1531'IN 1965 AND WERE FOUND IN GOOD CONDITION.  A NEW REFERENCE MARK
 TU1531'3 WAS ESTABLISHED AT THIS TIME.
 TU1531'
 TU1531'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 TU1531'
 TU1531'STATION IS LOCATED ABOUT 8.0 MILES WEST OF WAHIAWA, 4-1/2 MILES
 TU1531'SOUTH-SOUTHWEST OF WAIALUA AND IS ON THE SUMMIT OF MT. KAALA WHICH
 TU1531'IS THE HIGHEST POINT ON THE ISLAND OF OHAU.
 TU1531'
 TU1531'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 99 AND 83 WHICH
 TU1531'IS ABOUT 1.0 MILE SOUTHEAST OF WAIALUA, GO NORTHWESTERLY ON STATE
 TU1531'HIGHWAY 99 FOR 0.8 MILE TO A HIGHWAY JUNCTION ON THE RIGHT,
 TU1531'CONTINUE NORTH ON STATE HIGHWAY 99 FOR 1.5 MILES, PASSING BENEATH
 TU1531'AN OVERPASS, TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON A
 TU1531'SURFACED ROAD FOR 0.2 MILE TO A STOP SIGN AT A CROSSROAD,
 TU1531'CONTINUE WEST ON THE SURFACED ROAD FOR 0.85 MILE TO A LOCKED,
 TU1531'WOODEN GATE, PASS THROUGH THE GATE AND CONTINUE WEST AND
 TU1531'SOUTHERLY ON THE PAVED ROAD FOR 7.0 MILES TO THE HIGHEST POINT OF
 TU1531'MT. KAALA, THE END OF THE ROAD AND THE STATION WHICH IS ABOUT
 TU1531'300 FEET NORTH-NORTHWEST OF A NATIONAL GUARD OFFICE BUILDING.
 TU1531'
 TU1531'STATION MARK IS A STANDARD DISK STAMPED KAALA 1965, SET IN THE
 TU1531'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 TU1531'2 INCHES.  IT IS 84.0 FEET WEST-NORTHWEST OF A METAL LADDER WHICH
 TU1531'IS ATTACHED TO THE NORTH SIDE OF A LARGE RADAR DOME, 6.0 FEET
 TU1531'SOUTH OF THE EDGE OF THE HILL AND 3.2 FEET NORTH OF A FENCE.
 TU1531'
 TU1531'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KAALA NO 1 1965, SET
 TU1531'IN THE TOP OF A 13-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TU1531'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 74.7 FEET
 TU1531'WEST-NORTHWEST OF LADDER, 2.5 FEET SOUTH OF THE EDGE OF THE HILL,
 TU1531'1.5 FEET NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 TU1531'STATION.
 TU1531'
 TU1531'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KAALA NO 2 1965,
 TU1531'CEMENTED IN A DRILL HOLE IN THE NORTH HEADWALL OF A CONCRETE
 TU1531'CULVERT.  THE MARK PROJECTS ABOUT 1.3 FEET ABOVE THE ROAD.  IT
 TU1531'IS 10.0 FEET NORTH OF THE CENTER OF A PAVED ROAD, 98.0 FEET
 TU1531'EAST OF A SECURITY GATE, 3.0 FEET EAST OF THE WEST END OF THE
 TU1531'HEADWALL AND 2.0 FEET WEST OF THE EAST END OF THE HEADWALL.
 TU1531'
 TU1531'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KAALA NO 3 1965 1969,
 TU1531'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 TU1531'SURFACE.  IT IS 70.0 FEET WEST OF THE NORTHEAST CORNER POST OF A
 TU1531'FENCE, 28.2 FEET EAST OF THE NORTHEAST CORNER OF A TIN BUILDING
 TU1531'AND 3.4 FEET SOUTHWEST OF A FENCE.  A GEODIMETER TRAVERSE WAS
 TU1531'MADE TO THIS REFERENCE MARK.
 TU1531'
 TU1531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1531'4-1/2 MILES SSW OF WAIALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3258 ***********************************************************************
 TU3258  DESIGNATION -  KAALA
 TU3258  PID         -  TU3258
 TU3258  STATE/COUNTY-  HI/MAUI
 TU3258  USGS QUAD   -  
 TU3258
 TU3258                         *CURRENT SURVEY CONTROL
 TU3258  ___________________________________________________________________
 TU3258* NAD 83(1993)-  20 54 08.36721(N)    157 01 17.28808(W)     ADJUSTED  
 TU3258* LOCAL TIDAL -       255.5    (meters)     838.     (feet)  VERT ANG  
 TU3258  ___________________________________________________________________
 TU3258  EPOCH DATE  -        1993.62
 TU3258  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 TU3258  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU3258
 TU3258  HORZ ORDER  -  SECOND
 TU3258
 TU3258.The horizontal coordinates were established by classical geodetic methods
 TU3258.and adjusted by the National Geodetic Survey in December 1998..
 TU3258.The horizontal coordinates are valid at the epoch date displayed above.
 TU3258.The epoch date for horizontal control is a decimal equivalence
 TU3258.of Year/Month/Day.
 TU3258
 TU3258.The orthometric height was determined by vertical angle observations.
 TU3258
 TU3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3258
 TU3258.The geoid height was determined by GEOID03.
 TU3258
 TU3258;                    North         East     Units Scale Factor Converg.
 TU3258;SPC HI 2     -    63,032.855   463,088.176   MT  0.99998350   -0 07 35.7
 TU3258;UTM  04      - 2,312,605.690   705,790.562   MT  1.00012339   +0 42 22.1
 TU3258
 TU3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3258!SPC HI 2     -   0.99995737  x   0.99998350  =   0.99994087
 TU3258!UTM  04      -   0.99995737  x   1.00012339  =   1.00008075
 TU3258
 TU3258|---------------------------------------------------------------------|
 TU3258| PID    Reference Object                     Distance      Geod. Az  |
 TU3258|                                                           dddmmss.s |
 TU3258| CN5252 KAALA RM 1                            4.048 METERS 00540     |
 TU3258| CN5253 KAALA RM 2                            8.256 METERS 29530     |
 TU3258| TU3259 POLIHUA                             APPROX. 2.6 KM 3125515.4 |
 TU3258|---------------------------------------------------------------------|
 TU3258
 TU3258                          SUPERSEDED SURVEY CONTROL
 TU3258
 TU3258  NAD 83(1986)-  20 54 08.32445(N)    157 01 17.24934(W) AD(       ) 2
 TU3258  OLD HI      -  20 54 19.76000(N)    157 01 27.29600(W) AD(       ) 2
 TU3258
 TU3258.Superseded values are not recommended for survey control.
 TU3258.NGS no longer adjusts projects to the OLD HI datum.
 TU3258.See file dsdata.txt to determine how the superseded data were derived.
 TU3258
 TU3258_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0579112606(NAD 83)
 TU3258_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3258_SETTING: 66 = SET IN ROCK OUTCROP
 TU3258
 TU3258  HISTORY     - Date     Condition        Report By
 TU3258  HISTORY     - 1962     MONUMENTED       CGS
 TU3258
 TU3258                          STATION DESCRIPTION
 TU3258
 TU3258'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3258'STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE NORTHWEST OF LANAI
 TU3258'CITY AND 1-3/4 MILES SOUTHEAST OF POLIHUA BEACH, AT ABOUT 800 FEET
 TU3258'ELEVATION, ON A LOW ROCKY POINT IN THE BEND OF A TRACK ROAD THAT
 TU3258'RUNS NORTHWEST DOWN TO POLIHUA BEACH.
 TU3258'
 TU3258'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3258'ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO SOUTHWEST FOR 0.15
 TU3258'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON FRAZIER
 TU3258'STREET FOR 0.5 MILE TO END OF PAVED ROAD.  CONTINUE AHEAD ON WIDE,
 TU3258'GRADED ROAD, WHICH BEARS LEFT, FOR 0.8 MILE TO A CROSSROAD.  TURN
 TU3258'RIGHT AND GO NORTHWESTERLY ON MAIN ROAD THROUGH PINEAPPLE FIELDS
 TU3258'FOR 2.7 MILES TO END OF FIELDS.  CONTINUE AHEAD ON TRACK ROAD
 TU3258'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK, FOLLOWING ROAD BETWEEN
 TU3258'TWO ROWS OF IRONWOOD TREES FOR 0.75 MILE TO FORK JUST AFTER PASSING
 TU3258'THROUGH A TREE ROW AT RIGHT ANGLES TO THE ROAD.  TAKE LEFT FORK
 TU3258'AND GO 2.5 MILES TO DIM LEFT FORK.  KEEP AHEAD ON RIGHT FORK AND
 TU3258'GO 1.8 MILES TO THE STATION ON LEFT.
 TU3258'
 TU3258'STATION MARK IS A STANDARD DISK STAMPED KAALA 1962, CEMENTED IN A
 TU3258'DRILL HOLE IN A 30-INCH-DIAMETER, BEDROCK OUTCROP THAT PROJECTS
 TU3258'ABOUT 6 INCHES ABOVE GROUND.  IT IS 4.7 FEET NORTH-NORTHEAST OF A
 TU3258'WHITE WITNESS POST, 21 FEET SOUTH-SOUTHEAST OF A CAIRN, AND 40
 TU3258'FEET WEST OF CENTER LINE OF TRACK ROAD.  THERE IS A CORRUGATED
 TU3258'IRON RAIN-CATCHER AND A PIPELINE ABOUT 600 FEET NORTHWEST OF THE
 TU3258'STATION.
 TU3258'
 TU3258'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAALA NO 1
 TU3258'1962, CEMENTED IN A DRILL HOLE IN A LARGE RED OUTCROP THAT PROJECTS
 TU3258'ABOUT 18 INCHES ABOVE GROUND.  IT IS 20 FEET EAST OF THE CAIRN AND
 TU3258'ABOUT 2 FEET LOWER THAN STATION.
 TU3258'
 TU3258'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAALA NO 2
 TU3258'1962, CEMENTED IN A DRILL HOLE IN A 3 X 4-FOOT BOULDER THAT
 TU3258'PROJECTS 30 INCHES ABOVE GROUND.  IT IS 7 FEET WEST OF THE CAIRN
 TU3258'AND ABOUT 2 FEET LOWER THAN THE STATION.
 TU3258'
 TU3258'STATION POLIHUA WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2680 ***********************************************************************
 TU2680  DESIGNATION -  KAALA RESET=3983
 TU2680  PID         -  TU2680
 TU2680  STATE/COUNTY-  HI/HAWAII
 TU2680  USGS QUAD   -  KAMUELA (1995)
 TU2680
 TU2680                         *CURRENT SURVEY CONTROL
 TU2680  ___________________________________________________________________
 TU2680* NAD 83(1993)-  20 03 03.54192(N)    155 38 08.61166(W)     ADJUSTED  
 TU2680* LOCAL TIDAL -      1214.5    (meters)    3985.     (feet)  VERT ANG  
 TU2680  ___________________________________________________________________
 TU2680  EPOCH DATE  -        1993.62
 TU2680  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 TU2680  GEOID HEIGHT-          22.31  (meters)                     GEOID03
 TU2680
 TU2680  HORZ ORDER  -  SECOND
 TU2680
 TU2680.The horizontal coordinates were established by classical geodetic methods
 TU2680.and adjusted by the National Geodetic Survey in December 1998..
 TU2680.The horizontal coordinates are valid at the epoch date displayed above.
 TU2680.The epoch date for horizontal control is a decimal equivalence
 TU2680.of Year/Month/Day.
 TU2680
 TU2680.The orthometric height was determined by vertical angle observations.
 TU2680
 TU2680.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2680
 TU2680.The geoid height was determined by GEOID03.
 TU2680
 TU2680;                    North         East     Units Scale Factor Converg.
 TU2680;SPC HI 1     -   134,792.070   485,801.767   MT  0.99996916   -0 02 47.5
 TU2680;UTM  05      - 2,219,298.432   224,303.326   MT  1.00053955   -0 54 15.3
 TU2680
 TU2680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2680!SPC HI 1     -   0.99980562  x   0.99996916  =   0.99977479
 TU2680!UTM  05      -   0.99980562  x   1.00053955  =   1.00034507
 TU2680
 TU2680|---------------------------------------------------------------------|
 TU2680| PID    Reference Object                     Distance      Geod. Az  |
 TU2680|                                                           dddmmss.s |
 TU2680| CN5250 KAALA RM 1                            4.114 METERS 05928     |
 TU2680| CN5251 KAALA RM 2                            4.165 METERS 10956     |
 TU2680| TU2329 KOLE N                              APPROX.26.9 KM 1332058.5 |
 TU2680| TU2547 PUU IO RESET=3983                   APPROX.10.7 KM 1355608.5 |
 TU2680|---------------------------------------------------------------------|
 TU2680
 TU2680                          SUPERSEDED SURVEY CONTROL
 TU2680
 TU2680  NAD 83(1986)-  20 03 03.52447(N)    155 38 08.62025(W) AD(       ) 2
 TU2680  OLD HI      -  20 03 14.54600(N)    155 38 18.62600(W) AD(       ) 2
 TU2680
 TU2680.Superseded values are not recommended for survey control.
 TU2680.NGS no longer adjusts projects to the OLD HI datum.
 TU2680.See file dsdata.txt to determine how the superseded data were derived.
 TU2680
 TU2680_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2430319298(NAD 83)
 TU2680
 TU2680  HISTORY     - Date     Condition        Report By
 TU2680  HISTORY     - 1877     MONUMENTED       HIGS
 TU2680  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2680  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2680
 TU2680                          STATION DESCRIPTION
 TU2680
 TU2680'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2680'IN THE NORTHERN PART OF HAWAII, ON THE NORTHEASTERN SUMMIT OF
 TU2680'MOUNT KAALA, OVERLOOKING THE WAIPIO VALLEY, AND ABOUT 30 FEET SOUTH
 TU2680'OF AN OLAPA TREE.  MARKED BY THREE TRIANGULAR PITS, 3 FEET ON A
 TU2680'SIDE.  THE CENTER MARKED WITH CHARCOAL AND A COPPER TUBE MARKED
 TU2680'H. G. S.
 TU2680
 TU2680                          STATION RECOVERY (1948)
 TU2680
 TU2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2680'THE ORIGINAL STATION WAS NOT RECOVERED.  A U.S. GEOLOGICAL
 TU2680'SURVEY DISK WAS FOUND IN THE TOP OF A 4 INCH CONCRETE CYLINDER, IT
 TU2680'IS NOT KNOWN IF THIS WAS PLACED OVER THE ORIGINAL STATION WHICH
 TU2680'WAS DESCRIBED AS A COPPER TUBE.  TWO REFERENCE MARKS WERE
 TU2680'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 TU2680'
 TU2680'THE STATION IS LOCATED ON THE SUMMIT OF A HILL KNOWN AS
 TU2680'KAALA.  ABOUT 0.8 MILE SOUTHWEST OF THE HEAD OF WAIPIO CANYON, ABOUT
 TU2680'3.5 MILES NORTHEAST OF WAIMEA AND ABOUT 0.5 MILE NORTH OF A WIRE
 TU2680'FENCE WHICH MARKS THE SOUTHERN BOUNDARY OF THE FOREST RESERVE.
 TU2680'
 TU2680'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO EASTERLY, ON THE ROAD
 TU2680'WHICH LEADS TOWARD HONOKAA FOR 2.2 MILES.  PASS THE MAIN GATE
 TU2680'LEADING INTO THE ABANDONED CCC CAMP AND CONTINUE EASTERLY FOR 1.4
 TU2680'MILES.  TURN LEFT, PASS THROUGH A WIRE GATE AND FOLLOW THE LANE
 TU2680'NORTHERLY FOR 0.7 MILE TO ITS END AT A SMALL CREEK AND A WIRE
 TU2680'FENCE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT, CROSS OVER
 TU2680'THE FENCE, AND PACK NORTHERLY FOR ABOUT 0.4 MILE TO THE EDGE OF
 TU2680'THE TIMBER AND A WIRE FENCE.  FROM THIS POINT PACK
 TU2680'NORTHWESTERLY, THROUGH THE DENSE JUNGLE TO THE FOOT OF A LONG
 TU2680'NORTHWEST-SOUTHEAST RIDGE.  FOLLOW THE CREST OF THIS RIDGE FOR
 TU2680'ABOUT 0.5 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 TU2680'STATION.  THIS IS ABOUT A FOUR HOUR PACK BUT CAN BE CUT DOWN TO
 TU2680'ONE HOUR BY CUTTING OUT A TRAIL.  A FOUR FOOT WOODEN
 TU2680'STAND WAS LEFT, STAKED DOWN, AT THE STATION TO ASSIST IN
 TU2680'FUTURE RECOVERY.  IN ADDITION, LONG LENGTHS OF WIRE WERE STRUNG
 TU2680'FROM THE TRIPOD OVER THE CREST OF THE RIDGE.
 TU2680'
 TU2680'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED HAWAII
 TU2680'3983, SET IN THE TOP OF A 4 INCH CONCRETE CYLINDER WHICH PROJECTS
 TU2680'ABOUT 6 INCHES.
 TU2680'
 TU2680'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948, SET
 TU2680'IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 1 INCH
 TU2680'AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2680'
 TU2680'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED 2 1948, SET
 TU2680'IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 1 INCH
 TU2680'AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2680'
 TU2680'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED BY
 TU2680'F.S. DODGE IN SEPTEMBER 1911.  REMARKED BY BRONZE TABLET STAMPED
 TU2680'3983, SET IN CONCRETE CYLINDER AND CENTERED OVER OLD MARK.
 TU2680
 TU2680                          STATION RECOVERY (1967)
 TU2680
 TU2680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2680'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2680'CONDITION.  DISTANCE TO REFERENCE MARKS WAS CHECKED AND FOUND
 TU2680'CORRECT.  STATION WAS REACHED BY A DIFFERENT ROUTE THAN THE 1948
 TU2680'DESCRIPTION.  IT WAS SOMEWHAT SHORTER AND IS BELIEVED
 TU2680'EASIER.  VEGETATION ON TOP OF THE HILL DOES NOT EXCEED 3 TO 4
 TU2680'FEET IN HEIGHT, BUT IS VERY DENSE, WITH HEAVY ROOT GROWTH, WHICH
 TU2680'SOON COVERS THE MARKS.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2680'
 TU2680'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF KAMUELA AND 0.8 MILE
 TU2680'WEST-NORTHWEST OF WAIMEA RESERVOIR, ON THE SUMMIT OF A BRUSH-COVERED
 TU2680'HILL KNOWN AS KAALA, AT ABOUT 3985 FEET ELEVATION.
 TU2680'
 TU2680'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO EASTERLY ON
 TU2680'STATE HIGHWAY 19 FOR 3.5 MILES TO A GRADED SIDE ROAD LEFT AT
 TU2680'TELEPHONE POLE 299.  TURN LEFT AND GO 0.6 MILE TO A GREEN, BOARD
 TU2680'GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.2 MILE TO END OF
 TU2680'TRUCK TRAVEL OPPOSITE GATE IN RESERVOIR FENCE.  WALK WESTERLY
 TU2680'ACROSS OPEN PASTURE, KEEPING AROUND LEFT END OF TREES IN GULLY,
 TU2680'FOR ABOUT 1/4-MILE, TO FENCE ON RIGHT.  PASS THROUGH FENCE AND
 TU2680'CUT TRAIL THROUGH DENSE FOREST AND UP BRUSH-COVERED RIDGE LINE
 TU2680'FOR ABOUT 1/2 MILE TO TOP AND STATION.  TRAIL CAN BE CLEARED
 TU2680'IN ABOUT 2 HRS.
 TU2680'
 TU2680'STATION MARK IS A USGS DISK, STAMPED 3983, SET IN THE TOP OF A
 TU2680'4-INCH IRON PIPE PROJECTING 2 INCHES FROM GROUND.  IT IS LOCATED
 TU2680'NEAR THE EAST END OF THE FLAT TOP OF THE HILL.
 TU2680'
 TU2680'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948, SET
 TU2680'IN THE TOP OF A 2-INCH IRON PIPE, FLUSH WITH GROUND AND ABOUT 1
 TU2680'FOOT LOWER THAN STATION MARK.
 TU2680'
 TU2680'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 2 1948, SET
 TU2680'IN THE TOP OF A 2-INCH IRON PIPE, FLUSH WITH GROUND AND ABOUT 1
 TU2680'FOOT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2327 ***********************************************************************
 TU2327  DESIGNATION -  KAALIALI
 TU2327  PID         -  TU2327
 TU2327  STATE/COUNTY-  HI/HAWAII
 TU2327  USGS QUAD   -  UMIKOA (1982)
 TU2327
 TU2327                         *CURRENT SURVEY CONTROL
 TU2327  ___________________________________________________________________
 TU2327* NAD 83(1993)-  19 52 37.92436(N)    155 23 36.28261(W)     ADJUSTED  
 TU2327* LOCAL TIDAL -      2767.7    (meters)    9080.     (feet)  VERT ANG  
 TU2327  ___________________________________________________________________
 TU2327  EPOCH DATE  -        1993.62
 TU2327  LAPLACE CORR-         -15.11  (seconds)                    DEFLEC99
 TU2327  GEOID HEIGHT-          24.64  (meters)                     GEOID03
 TU2327
 TU2327  HORZ ORDER  -  SECOND
 TU2327
 TU2327.The horizontal coordinates were established by classical geodetic methods
 TU2327.and adjusted by the National Geodetic Survey in December 1998..
 TU2327.The horizontal coordinates are valid at the epoch date displayed above.
 TU2327.The epoch date for horizontal control is a decimal equivalence
 TU2327.of Year/Month/Day.
 TU2327
 TU2327.The orthometric height was determined by vertical angle observations.
 TU2327
 TU2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2327
 TU2327.The geoid height was determined by GEOID03.
 TU2327
 TU2327;                    North         East     Units Scale Factor Converg.
 TU2327;SPC HI 1     -   115,552.068   511,162.398   MT  0.99996821   +0 02 10.5
 TU2327;UTM  05      - 2,199,672.946   249,386.617   MT  1.00037636   -0 48 51.1
 TU2327
 TU2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2327!SPC HI 1     -   0.99956126  x   0.99996821  =   0.99952948
 TU2327!UTM  05      -   0.99956126  x   1.00037636  =   0.99993745
 TU2327
 TU2327:                Primary Azimuth Mark                     Grid Az
 TU2327:SPC HI 1     -  KIHE                                     002 21 04.7
 TU2327:UTM  05      -  KIHE                                     003 12 06.3
 TU2327
 TU2327|---------------------------------------------------------------------|
 TU2327| PID    Reference Object                     Distance      Geod. Az  |
 TU2327|                                                           dddmmss.s |
 TU2327| TU2326 KIHE                                APPROX. 2.5 KM 0022315.2 |
 TU2327| CN5254 KAALIALI RM 1                        11.077 METERS 17252     |
 TU2327| CN5255 KAALIALI RM 2                         6.222 METERS 27213     |
 TU2327|---------------------------------------------------------------------|
 TU2327
 TU2327                          SUPERSEDED SURVEY CONTROL
 TU2327
 TU2327  NAD 83(1986)-  19 52 37.89380(N)    155 23 36.30412(W) AD(       ) 2
 TU2327  OLD HI      -  19 52 48.87700(N)    155 23 46.29600(W) AD(       ) 2
 TU2327
 TU2327.Superseded values are not recommended for survey control.
 TU2327.NGS no longer adjusts projects to the OLD HI datum.
 TU2327.See file dsdata.txt to determine how the superseded data were derived.
 TU2327
 TU2327_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4938799673(NAD 83)
 TU2327_MARKER: Z = SEE DESCRIPTION
 TU2327_SETTING: 0 = UNSPECIFIED SETTING
 TU2327
 TU2327  HISTORY     - Date     Condition        Report By
 TU2327  HISTORY     - 1949     MONUMENTED       CGS
 TU2327  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2327
 TU2327                          STATION DESCRIPTION
 TU2327
 TU2327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2327'THE STATION IS LOCATED ON THE SOUTHERLY RIM OF A LOW VOLCANIC CONE
 TU2327'WHICH LIES ON THE EASTERLY SLOPE OF MAUNA KEA ABOUT 11.5 MILES
 TU2327'SOUTH OF PAAUILO, ABOUT 6.5 MILES NORTHEAST OF THE SUMMIT OF MAUNA
 TU2327'KEA, ABOUT 1.5 MILES SOUTH OF THE PUU KIHE RANCH HOUSE AND AT AN
 TU2327'ELEVATION OF ABOUT 9084 FEET.  THE STATION HILL IS SLIGHTLY ABOVE
 TU2327'TIMBERLINE AND BREAKS OFF SHARPLY TO THE WESTWARD.
 TU2327'
 TU2327'TO REACH FROM THE POST OFFICE AT HILO, GO NORTHERLY, ON THE ROAD
 TU2327'WHICH LEADS TOWARD HONOKAA, FOR 26.3 MILES.  PASS THE PAPAALOA POST
 TU2327'OFFICE AND CONTINUE NORTHERLY, TOWARD HONOKAA, FOR 12.2 MILES.
 TU2327'TURN SHARP LEFT, AT TELEPHONE POLE NUMBER 176, AND GO
 TU2327'SOUTHWESTERLY, ON THE PAVED ROAD, FOR 7.3 MILES.  PASS TO THE
 TU2327'RIGHT HAND SIDE OF THE KUKAIAU RANCH GARAGE AND GO WEST FOR 0.2
 TU2327'MILE.  PASS THROUGH THE CORRAL AND CONTINUE SOUTHWEST FOR 1.2
 TU2327'MILES.  PASS TO THE RIGHT HAND SIDE OF TWO LARGE WATER TANKS AND
 TU2327'FOLLOW THE POOR TRACK ROAD, SOUTHWESTERLY, FOR 2.7 MILES.
 TU2327'TURN LEFT, AS PER THE SIGN READING KEANKOLU, AND GO SOUTHERLY
 TU2327'FOR 0.35 MILE.  PASS THROUGH A BOARD GATE AND CONTINUE SOUTH FOR
 TU2327'0.2 MILE.  TURN RIGHT AND GO SOUTHWEST FOR 0.55 MILE.  PASS TO
 TU2327'THE RIGHT HAND SIDE OF A LARGE WATER SHED AND TANKS, AND FOLLOW
 TU2327'THE DIM TRACK ROAD SOUTHWEST FOR 2.6 MILES.  PASS THROUGH TWO
 TU2327'BOARD GATES INTO THE YARD OF THE PUU KIHE RANCH HOUSE AND THE
 TU2327'END OF TRUCK TRAVEL.  (WATER CAN BE OBTAINED AT THIS
 TU2327'HOUSE.) FROM THIS POINT, HIKE THROUGH THE BOARD GATE, ABOUT 100
 TU2327'YARDS SOUTH OF THE HOUSE, AND FOLLOW THE SANDY TRAIL, SOUTHWEST, FOR
 TU2327'ABOUT 1.5 MILE TO A POINT WHERE THE TRAIL PASSES TO THE SOUTH OF
 TU2327'THE STATION HILL.  LEAVE THE TRAIL AT THIS POINT AND PACK WESTERLY
 TU2327'FOR ABOUT 300 YARDS TO THE HIGH GROUND AND THE STATION.
 TU2327'
 TU2327'THE STATION IS A STANDARD DISK, STAMPED KAALIALI 1949, SET IN A
 TU2327'DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2327'GROUND.
 TU2327'
 TU2327'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAALIALI NO
 TU2327'1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET
 TU2327'IN DIAMETER AND PROJECTS ABOUT 1 FOOT.  IT IS LOCATED AT ABOUT THE
 TU2327'SAME ELEVATION AS THE STATION.
 TU2327'
 TU2327'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAALIALI NO
 TU2327'2 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH FORMS PART TO THE
 TU2327'SOUTHERLY WALL OF AN OLD GRAVE AND PROJECTS ABOUT 3 FEET.  IT IS
 TU2327'LOCATED ABOUT 3 FEET HIGHER THAN THE STATION.
 TU2327
 TU2327                          STATION RECOVERY (1966)
 TU2327
 TU2327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2327'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2327'COMPLETE DESCRIPTION FOLLOWS--
 TU2327'
 TU2327'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF LAUPAHOEHOE, 23
 TU2327'MILES NORTHWEST OF HILO, AND 7 MILES SOUTH-SOUTHWEST OF UMIKOA
 TU2327'VILLAGE, ON THE SOUTH RIM OF A BARE, RED, VOLCANIC CONE OF ABOUT
 TU2327'9080 FEET ELEVATION, THAT LIES AT THE NORTHEAST SIDE OF A GOOD,
 TU2327'JEEP ROAD, JUST ABOVE TIMBER-LINE.
 TU2327'
 TU2327'TO REACH STATION FROM THE POST OFFICE IN HILO, GO WEST ON
 TU2327'WAIANUENUE AVE., AND CONTINUE ON THE SADDLE ROAD, FOR 28.4 MILES
 TU2327'TO SIGN HUMUULA SHEEP STATION EST. 1876.  TURN RIGHT AND FOLLOW
 TU2327'GRAVEL ROAD 2.2 MILES TO FORK.  TAKE RIGHT FORK AND GO 12.4 MILES
 TU2327'ON KEANAKOLU RD. TO BOARD GATE AT STATION KALOALOA.  PASS THROUGH
 TU2327'GATE AND CONTINUE FOR 0.5 MILE TO FORK.  TAKE LEFT FORK AND GO
 TU2327'1.2 MILES.  TAKE RIGHT FORK AND GO 0.4 MILE TO FORK ABOUT
 TU2327'1/2-MILE BEFORE REACHING A CABIN.  TAKE LEFT FORK AND GO 0.1
 TU2327'MILE.  HERE TURN RIGHT, OFF OF MAIN ROAD, AND PICK WAY ALONG VERY
 TU2327'DIM OLD ROAD WESTERLY FOR 1.9 MILES TO THE KANAKALEONUI
 TU2327'RANGER STATION.  PASS THROUGH LOCKED GATE AND FOLLOW GOOD
 TU2327'CINDER ROAD UPGRADE FOR 0.9 MILE TO FENCE.  TURN RIGHT AND
 TU2327'FOLLOW ROAD ALONG FENCE FOR 0.25 MILE.  TURN LEFT THROUGH GATE
 TU2327'AND CONTINUE ON ROAD FOR 1.25 MILES TO SADDLE AT SOUTH SIDE OF
 TU2327'PUU KANAKALEONUI.  CONTINUE ON GOOD ROAD NORTHERLY,
 TU2327'DOWNGRADE, FOR 1.5 MILES TO STATION HILL ON RIGHT.  GO
 TU2327'RIGHT, 0.05 MILE ACROSS CINDER AREA, TO BASE OF HILL.
 TU2327'PACK NORTHWEST ABOUT 200 YARDS TO TOP AND STATION.
 TU2327'
 TU2327'STATION MARK IS A STANDARD DISK STAMPED KAALIALI 1949, CEMENTED IN
 TU2327'A DRILL HOLE IN A FLAT BEDROCK OUTCROP THAT PROJECTS 6 INCHES.  IT
 TU2327'IS 25 FEET EAST OF A LARGE ROCK PILE COMPRISING HIGHEST POINT OF
 TU2327'HILL.
 TU2327'
 TU2327'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAALIALI NO
 TU2327'1 1949, CEMENTED IN A DRILL HOLE IN A FLAT, 3 X 4-FOOT LAVA ROCK
 TU2327'OUTCROP THAT PROJECTS 1 FOOT AND IS 10 INCHES HIGHER THAN
 TU2327'STATION MARK.
 TU2327'
 TU2327'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAALIALI NO
 TU2327'2 1949, CEMENTED IN A DRILL HOLE IN A LAVA ROCK LEDGE 3 FEET ABOVE
 TU2327'GROUND.  IT IS AT THE EASTEDGE OF THE LARGE ROCK PILE AND ABOUT
 TU2327'3 FEET HIGHER THAN STATION MARK.
 TU2327'
 TU2327'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED.
 TU2327'
 TU2327'KEY FOR LOCKED GATE WAS OBTAINED AT FOREST SERVICE HEADQUARTERS
 TU2327'IN HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3438 ***********************************************************************
 TU3438  DESIGNATION -  KAANA 1925
 TU3438  PID         -  TU3438
 TU3438  STATE/COUNTY-  HI/MAUI
 TU3438  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3438
 TU3438                         *CURRENT SURVEY CONTROL
 TU3438  ___________________________________________________________________
 TU3438* NAD 83(1993)-  21 07 34.04900(N)    157 08 56.12317(W)     ADJUSTED  
 TU3438* LOCAL TIDAL -       383.     (meters)    1257.     (feet)  SCALED    
 TU3438  ___________________________________________________________________
 TU3438  EPOCH DATE  -        1993.62
 TU3438  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TU3438  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU3438
 TU3438  HORZ ORDER  -  THIRD
 TU3438
 TU3438.The horizontal coordinates were established by classical geodetic methods
 TU3438.and adjusted by the National Geodetic Survey in December 1998..
 TU3438.The horizontal coordinates are valid at the epoch date displayed above.
 TU3438.The epoch date for horizontal control is a decimal equivalence
 TU3438.of Year/Month/Day.
 TU3438
 TU3438.The orthometric height was scaled from a topographic map.
 TU3438
 TU3438.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3438
 TU3438.The geoid height was determined by GEOID03.
 TU3438
 TU3438;                    North         East     Units Scale Factor Converg.
 TU3438;SPC HI 2     -    87,845.811   449,903.076   MT  0.99999767   -0 10 25.8
 TU3438;UTM  04      - 2,337,225.849   692,243.074   MT  1.00005672   +0 40 02.5
 TU3438
 TU3438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3438!SPC HI 2     -   0.99993731  x   0.99999767  =   0.99993498
 TU3438!UTM  04      -   0.99993731  x   1.00005672  =   0.99999403
 TU3438
 TU3438:                Primary Azimuth Mark                     Grid Az
 TU3438:SPC HI 2     -  PUU O HOLEHUA 1925                       111 53 09.6
 TU3438:UTM  04      -  PUU O HOLEHUA 1925                       111 02 41.3
 TU3438
 TU3438|---------------------------------------------------------------------|
 TU3438| PID    Reference Object                     Distance      Geod. Az  |
 TU3438|                                                           dddmmss.s |
 TU3438| TU3419 PUU O HOLEHUA 1925                  APPROX. 2.4 KM 1114243.8 |
 TU3438|---------------------------------------------------------------------|
 TU3438
 TU3438                          SUPERSEDED SURVEY CONTROL
 TU3438
 TU3438  NAD 83(1986)-  21 07 34.00554(N)    157 08 56.07647(W) AD(       ) 3
 TU3438  OLD HI      -  21 07 45.44100(N)    157 09 06.19800(W) AD(       ) 3
 TU3438
 TU3438.Superseded values are not recommended for survey control.
 TU3438.NGS no longer adjusts projects to the OLD HI datum.
 TU3438.See file dsdata.txt to determine how the superseded data were derived.
 TU3438
 TU3438_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9224337226(NAD 83)
 TU3438
 TU3438  HISTORY     - Date     Condition        Report By
 TU3438  HISTORY     - 1925     MONUMENTED       CGS
 TU3438  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3438
 TU3438                          STATION DESCRIPTION
 TU3438
 TU3438'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3438'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF HAWAII
 TU3438'SURVEY OFFICE, WHICH STATED THAT THE STATION WAS ORIGINALLY MARKED
 TU3438'BY A PILE OF STONES.
 TU3438'
 TU3438'A SEARCH WAS MADE BUT NO CAIRN OR MARK WAS RECOVERED AND STATION
 TU3438'IS PRESUMED TO BE LOST.
 TU3438'
 TU3438'A NEW STATION, PUNAKOU, WAS ESTABLISHED IN THE VINCINTY.  SEE
 TU3438'DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2658 ***********************************************************************
 TU2658  DESIGNATION -  KAAO
 TU2658  PID         -  TU2658
 TU2658  STATE/COUNTY-  HI/HAWAII
 TU2658  USGS QUAD   -  HONOKAA (1995)
 TU2658
 TU2658                         *CURRENT SURVEY CONTROL
 TU2658  ___________________________________________________________________
 TU2658* NAD 83(1993)-  20 04 28.14044(N)    155 27 47.17796(W)     ADJUSTED  
 TU2658* LOCAL TIDAL -       378.     (meters)    1240.     (feet)  VERT ANG  
 TU2658  ___________________________________________________________________
 TU2658  EPOCH DATE  -        1993.62
 TU2658  LAPLACE CORR-         -10.37  (seconds)                    DEFLEC99
 TU2658  GEOID HEIGHT-          20.37  (meters)                     GEOID03
 TU2658
 TU2658  HORZ ORDER  -  THIRD
 TU2658
 TU2658.The horizontal coordinates were established by classical geodetic methods
 TU2658.and adjusted by the National Geodetic Survey in December 1998..
 TU2658.The horizontal coordinates are valid at the epoch date displayed above.
 TU2658.The epoch date for horizontal control is a decimal equivalence
 TU2658.of Year/Month/Day.
 TU2658
 TU2658.The orthometric height was determined by vertical angle observations.
 TU2658.No vertical observational check was made to the station.
 TU2658
 TU2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2658
 TU2658.The geoid height was determined by GEOID03.
 TU2658
 TU2658;                    North         East     Units Scale Factor Converg.
 TU2658;SPC HI 1     -   137,388.167   503,859.008   MT  0.99996685   +0 00 45.6
 TU2658;UTM  05      - 2,221,624.988   242,406.684   MT  1.00042019   -0 50 45.3
 TU2658
 TU2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2658!SPC HI 1     -   0.99993738  x   0.99996685  =   0.99990424
 TU2658!UTM  05      -   0.99993738  x   1.00042019  =   1.00035755
 TU2658
 TU2658:                Primary Azimuth Mark                     Grid Az
 TU2658:SPC HI 1     -  PAUHAU CHURCH                            114 55 50.9
 TU2658:UTM  05      -  PAUHAU CHURCH                            115 47 21.8
 TU2658
 TU2658|---------------------------------------------------------------------|
 TU2658| PID    Reference Object                     Distance      Geod. Az  |
 TU2658|                                                           dddmmss.s |
 TU2658| TU2654 PAUHAU CHURCH                       APPROX. 1.8 KM 1145636.5 |
 TU2658| TU2653 PAAUHAU 1877                        APPROX. 2.3 KM 1205536.6 |
 TU2658|---------------------------------------------------------------------|
 TU2658
 TU2658                          SUPERSEDED SURVEY CONTROL
 TU2658
 TU2658  NAD 83(1986)-  20 04 28.12651(N)    155 27 47.17563(W) AD(       ) 3
 TU2658  OLD HI      -  20 04 39.74800(N)    155 27 57.21000(W) AD(       ) 3
 TU2658
 TU2658.Superseded values are not recommended for survey control.
 TU2658.NGS no longer adjusts projects to the OLD HI datum.
 TU2658.See file dsdata.txt to determine how the superseded data were derived.
 TU2658
 TU2658_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4240721625(NAD 83)
 TU2658
 TU2658  HISTORY     - Date     Condition        Report By
 TU2658  HISTORY     - UNK      MONUMENTED
 TU2658  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2658
 TU2658                          STATION DESCRIPTION
 TU2658
 TU2658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2658'THIS STATION HAS BEEN MONUMENTED, BY HAWAII TERRITORY SURVEY, IN
 TU2658'1938, WITH CONCRETE INSTRUMENT PLATFORM AND METAL POLE AND
 TU2658'TARGET.  RECOVERY OF THE OLD STATION IN 1938 IS ASSUMED.
 TU2658'
 TU2658'STATION IS LOCATED ON A FLAT RIDGE OVERGROWN WITH GUAVA BRUSH,
 TU2658'200 TO 300 YARDS EAST OF THE SOUTHERN PART OF THE GROUNDS OF THE
 TU2658'HONOKAA PUBLIC SCHOOL, WHICH IS ON THE SOUTH SIDE OF THE MAIN
 TU2658'HIGHWAY, ABOUT 1/3 MILE EAST OF THE JUNCTION OF THE ROADS TO
 TU2658'HILO AND WAIMEA.  DRIVE THROUGH THE BACK OF THE SCHOOL GROUNDS
 TU2658'AND CONTINUE EAST ON AN OLD ROAD, 200 TO 300 YARDS TO THE FIRST
 TU2658'RIDGE, THEN WALK ABOUT 100 YARDS SOUTH UP THE RIDGE (A VERY FLAT
 TU2658'RIDGE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3270 ***********************************************************************
 TU3270  DESIGNATION -  KAAPA
 TU3270  PID         -  TU3270
 TU3270  STATE/COUNTY-  HI/MAUI
 TU3270  USGS QUAD   -  
 TU3270
 TU3270                         *CURRENT SURVEY CONTROL
 TU3270  ___________________________________________________________________
 TU3270* NAD 83(1993)-  20 51 44.95283(N)    157 02 03.68011(W)     ADJUSTED  
 TU3270* LOCAL TIDAL -        60.     (meters)     197.     (feet)  VERT ANG  
 TU3270  ___________________________________________________________________
 TU3270  EPOCH DATE  -        1993.62
 TU3270  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 TU3270  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU3270
 TU3270  HORZ ORDER  -  SECOND
 TU3270
 TU3270.The horizontal coordinates were established by classical geodetic methods
 TU3270.and adjusted by the National Geodetic Survey in December 1998..
 TU3270.The horizontal coordinates are valid at the epoch date displayed above.
 TU3270.The epoch date for horizontal control is a decimal equivalence
 TU3270.of Year/Month/Day.
 TU3270
 TU3270.The orthometric height was determined by vertical angle observations.
 TU3270.No vertical observational check was made to the station.
 TU3270
 TU3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3270
 TU3270.The geoid height was determined by GEOID03.
 TU3270
 TU3270;                    North         East     Units Scale Factor Converg.
 TU3270;SPC HI 2     -    58,625.340   461,737.409   MT  0.99998475   -0 07 51.4
 TU3270;UTM  04      - 2,308,178.424   704,503.760   MT  1.00011686   +0 42 00.9
 TU3270
 TU3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3270!SPC HI 2     -   0.99998814  x   0.99998475  =   0.99997289
 TU3270!UTM  04      -   0.99998814  x   1.00011686  =   1.00010500
 TU3270
 TU3270|---------------------------------------------------------------------|
 TU3270| PID    Reference Object                     Distance      Geod. Az  |
 TU3270|                                                           dddmmss.s |
 TU3270| CN5257 KAAPA RM 2                           20.942 METERS 03939     |
 TU3270| TU3232 KAUMALAPAU NORTH WIRELESS POLE      APPROX. 9.7 KM 1502909.4 |
 TU3270| TU3231 KAUMALAPAU SOUTH WIRELESS POLE      APPROX. 9.7 KM 1503019.4 |
 TU3270| TU3241 KAUMALAPAU RED LIGHT                APPROX. 9.6 KM 1524059.0 |
 TU3270| TU3240 KAUMALAPAU HARBOR BRKWTR LIGHT      APPROX. 9.6 KM 1524111.1 |
 TU3270| TU3237 KAUMALAPAU WHITE LIGHT              APPROX. 9.9 KM 1530735.3 |
 TU3270| CN5256 KAAPA RM 1                           24.068 METERS 29346     |
 TU3270|---------------------------------------------------------------------|
 TU3270
 TU3270                          SUPERSEDED SURVEY CONTROL
 TU3270
 TU3270  NAD 83(1986)-  20 51 44.91015(N)    157 02 03.64210(W) AD(       ) 2
 TU3270  OLD HI      -  20 51 56.34400(N)    157 02 13.70500(W) AD(       ) 2
 TU3270
 TU3270.Superseded values are not recommended for survey control.
 TU3270.NGS no longer adjusts projects to the OLD HI datum.
 TU3270.See file dsdata.txt to determine how the superseded data were derived.
 TU3270
 TU3270_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0450408178(NAD 83)
 TU3270_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3270_SETTING: 80 = SET IN A BOULDER
 TU3270_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3270
 TU3270  HISTORY     - Date     Condition        Report By
 TU3270  HISTORY     - 1927     MONUMENTED       CGS
 TU3270  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3270
 TU3270                          STATION DESCRIPTION
 TU3270
 TU3270'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3270'ON WEST COAST OF LANAI, ABOUT 6 MILES NORTH BY WEST OF
 TU3270'KAUMALAPAU HARBOR, ON A DOUBLE ROCKY POINT ABOUT 1/2 MILE SOUTH
 TU3270'OF KAAPAHU HILL.  STATION IS ABOUT 1 MILE SOUTHWEST OF WATER
 TU3270'TANK AND JUST WEST OF A NARROW COVE WHICH FORMS THE MOUTH OF
 TU3270'A GULCH.  APPROACHED BY ROAD RUNNING NORTHWEST FROM LANAI
 TU3270'CITY.  STATION MARKED ACCORDING TO NOTE 4, STANDARD DISK IN
 TU3270'BOWLDER, WHILE TWO REFERENCE MARKS, NOTE 12C, STANDARD
 TU3270'REFERENCE DISKS IN BOWLDERS, WERE SET AT THE FOLLOWING
 TU3270'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 23.84 METERS (78.2
 TU3270'FEET), 113 DEG 49.5 MIN.--NO. 2, 21.10 METERS (69.2 FEET), 219
 TU3270'DEG 36.5 MIN.
 TU3270
 TU3270                          STATION RECOVERY (1962)
 TU3270
 TU3270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3270'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3270'COMPLETE DESCRIPTION FOLLOWS--
 TU3270'
 TU3270'STATION IS LOCATED ABOUT 8 MILES AIRLINE WEST-NORTHWEST OF
 TU3270'LANAI CITY, 6 MILES NORTHWEST OF THE WHARF AT KAUMALAPAU HARBOR,
 TU3270'AND 1/2 MILE SOUTH OF KAAPAHU HILL ON THE BLUFF OVERLOOKING THE
 TU3270'OCEAN AT THE SOUTH TIP OF THE LARGE BULGE WHICH COMPRISES THE
 TU3270'NORTHWEST END OF LANAI ISLAND.
 TU3270'
 TU3270'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3270'NORTHWEST ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO 0.15
 TU3270'MILE TO CROSS ROAD.  TURN RIGHT AND GO NORTHWEST FOR 0.5 MILE TO
 TU3270'END OF PAVED ROAD.  CONTINUE AHEAD ON GRADED ROAD FOR 0.8 MILE TO
 TU3270'CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD FOR 3.1 MILES
 TU3270'THROUGH PINEAPPLE FIELDS, TO END OF FIELDS.  CONTINUE ON ROAD
 TU3270'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES
 TU3270'FOR 0.85 MILE TO FORK.  TAKE LEFT FORK AND GO 2.5 MILES TO
 TU3270'FORK ON GRASSY FLAT.  TAKE LEFT FORK AND GO 0.4 MILE TO DIM
 TU3270'LEFT FORK.  TAKE THE LEFT FORK AND FOLLOW TRACK ROAD FOR
 TU3270'1.4 MILES TO END OF ROAD AT RAIN-TRAP NO. 8.  FROM HERE PACK
 TU3270'SOUTHWEST DOWN BRUSHY SLOPES FOR ABOUT 1 MILE TO STATION.
 TU3270'
 TU3270'STATION MARK IS A STANDARD DISK STAMPED KAAPA 1927, CEMENTED IN
 TU3270'A DRILL HOLE IN THE TOP OF A 3-FOOT-SQUARE BEDROCK OUTCROP THAT
 TU3270'PROJECTS 2 FEET ABOVE GROUND.  IT IS 20 FEET NORTHEAST OF EDGE OF
 TU3270'CLIFF AND ABOUT 200 YARDS NORTHWEST OF A DEEP RAVINE.
 TU3270'
 TU3270'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAAPA 1
 TU3270'1927, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF A 5-FOOT
 TU3270'BOULDER THAT PROJECTS 3 FEET ABOVE GROUND.  IT IS 15 FEET
 TU3270'NORTHEAST OF EDGE OF CLIFF AND ABOUT 4 FEET LOWER THAN
 TU3270'STATION MARK.
 TU3270'
 TU3270'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAAPA 2
 TU3270'1927, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF A LARGE
 TU3270'BEDROCK LEDGE THAT PROJECTS 4 FEET ABOVE GROUND.  IT IS 6 FEET
 TU3270'EAST-NORTHEAST OF AN 8-FOOT KIAWE TREE WHICH IS THE ONLY ONE
 TU3270'IN THE VICINITY.  THE MARK IS 7-1/2 FEET HIGHER THAN STATION
 TU3270'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3338 ***********************************************************************
 TU3338  DESIGNATION -  KAAPAHU 1925
 TU3338  PID         -  TU3338
 TU3338  STATE/COUNTY-  HI/MAUI
 TU3338  USGS QUAD   -  
 TU3338
 TU3338                         *CURRENT SURVEY CONTROL
 TU3338  ___________________________________________________________________
 TU3338* NAD 83(1993)-  21 05 28.93155(N)    156 52 43.63978(W)     ADJUSTED  
 TU3338* LOCAL TIDAL -      1059.     (meters)    3474.     (feet)  SCALED    
 TU3338  ___________________________________________________________________
 TU3338  EPOCH DATE  -        1993.62
 TU3338  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 TU3338  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU3338
 TU3338  HORZ ORDER  -  THIRD
 TU3338
 TU3338.The horizontal coordinates were established by classical geodetic methods
 TU3338.and adjusted by the National Geodetic Survey in December 1998..
 TU3338.The horizontal coordinates are valid at the epoch date displayed above.
 TU3338.The epoch date for horizontal control is a decimal equivalence
 TU3338.of Year/Month/Day.
 TU3338
 TU3338.The orthometric height was scaled from a topographic map.
 TU3338
 TU3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3338
 TU3338.The geoid height was determined by GEOID03.
 TU3338
 TU3338;                    North         East     Units Scale Factor Converg.
 TU3338;SPC HI 2     -    83,936.629   477,959.721   MT  0.99997267   -0 04 34.8
 TU3338;UTM  04      - 2,333,728.189   720,358.075   MT  1.00020010   +0 45 49.1
 TU3338
 TU3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3338!SPC HI 2     -   0.99983105  x   0.99997267  =   0.99980372
 TU3338!UTM  04      -   0.99983105  x   1.00020010  =   1.00003112
 TU3338
 TU3338:                Primary Azimuth Mark                     Grid Az
 TU3338:SPC HI 2     -  PUU PAPAI RESET                          214 31 45.0
 TU3338:UTM  04      -  PUU PAPAI RESET                          213 41 21.1
 TU3338
 TU3338|---------------------------------------------------------------------|
 TU3338| PID    Reference Object                     Distance      Geod. Az  |
 TU3338|                                                           dddmmss.s |
 TU3338| TU3341 PUU PAPAI RESET                     APPROX. 3.8 KM 2142710.2 |
 TU3338|---------------------------------------------------------------------|
 TU3338
 TU3338                          SUPERSEDED SURVEY CONTROL
 TU3338
 TU3338  NAD 83(1986)-  21 05 28.88598(N)    156 52 43.59052(W) AD(       ) 3
 TU3338  OLD HI      -  21 05 40.30800(N)    156 52 53.70900(W) AD(       ) 3
 TU3338
 TU3338.Superseded values are not recommended for survey control.
 TU3338.NGS no longer adjusts projects to the OLD HI datum.
 TU3338.See file dsdata.txt to determine how the superseded data were derived.
 TU3338
 TU3338_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2035833728(NAD 83)
 TU3338
 TU3338  HISTORY     - Date     Condition        Report By
 TU3338  HISTORY     - 1925     MONUMENTED       CGS
 TU3338  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3338  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3338
 TU3338                          STATION DESCRIPTION
 TU3338
 TU3338'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3338'IN SOUTHEASTERN PART OF MOLOKAI, ON A PROMINENT KNOB ATOP A HIGH
 TU3338'RIDGE WHICH RUNS DUE NORTH FROM KAMALO, RISING BETWEEN THE DEEP
 TU3338'VALLEYS OF KAMALO AND KAPUALEI.  MARKED BY A 4 BY 4 INCH REDWOOD
 TU3338'POST, OVER WHICH IS A 6-FOOT CAIRN OF STONES.  FROM KAMALO THIS
 TU3338'CAIRN IS READILY DISTINGUISHABLE WITHOUT THE AID OF GLASSES.
 TU3338
 TU3338                          STATION RECOVERY (1930)
 TU3338
 TU3338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3338'STATION IS LOCATED ON THE S COAST OF MOLOKAI ISLAND.  IT WAS
 TU3338'OBSERVED ON FROM ONINI.  CAIRN WAS SEEN.  THERE APPEARED TO BE A
 TU3338'POLE IN THE CENTER OF THE CAIRN.
 TU3338
 TU3338                          STATION RECOVERY (1962)
 TU3338
 TU3338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3338'STATION WAS RECOVERED AND THE CAIRN FOUND TO HAVE BEEN REMOVED
 TU3338'AND THE STATION MARKED BY AN IRON PIPE WHICH IS SOLID BUT IS BENT
 TU3338'HORIZONTAL WITH THE GROUND.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3338'
 TU3338'STATION IS LOCATED, AIRLINE, ABOUT 9 MILES EAST OF KAUNAKAKAI,
 TU3338'AND 3 MILES NORTH OF KAMALO WHARF, ON THE SOUTH SLOPE OF A
 TU3338'PROMINENT BARE TOPPED MOUNTAIN OF ABOUT 3250 FEET ELEVATION THAT
 TU3338'LIES BETWEEN THE DEEP, RUGGED VALLEYS OF KAMALO AND KAPULEI, AND
 TU3338'IS AT THE HEAD OF A STEEP NARROW RIDGE.
 TU3338'
 TU3338'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST SOUTH
 TU3338'OF THE POST OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY 45 FOR
 TU3338'10.2 MILES TO A SIDE ROAD LEFT, 30 YARDS AFTER CROSSING A LARGE
 TU3338'CONCRETE CULVERT AND 0.55 MILE BEFORE REACHING KAMALO WHARF.  TURN
 TU3338'LEFT, THROUGH GATE, AND GO 0.05 MILE.  TURN LEFT INTO DRY WASH,
 TU3338'THEN GO RIGHT NORTHERLY UP WASH FOR 0.1 MILE TO END OF TRUCK
 TU3338'TRAVEL.  PACK NORTHERLY UP DRY WASH FOR ABOUT 1-1/4 MILES TO
 TU3338'WHERE IT COMES NEAR THE WEST SIDE OF THE POINT OF THE RIDGE ON
 TU3338'THE RIGHT.  GO EAST, OUT OF WASH, AND CLIMB UP TO TOP OF
 TU3338'RIDGE, THEN FOLLOW ALONG TOP OF RIDGE ABOUT 1-3/4 MILES TO TOP
 TU3338'OF THE PROMINENT DOME TOP AND STATION.
 TU3338'
 TU3338'STATION MARK IS A 1-1/2 INCH IRON PIPE SET INTO THE GROUND.  IT
 TU3338'IS BENT TO A HORIZONTAL POSITION.
 TU3338'
 TU3338'TWO REFERENCE CROSSES WERE RECOVERED.  THE EAST-NORTHEAST CROSS
 TU3338'IS 1-1/2 FEET FROM STATION.  WEST-NORTHWEST CROSS IS 4 FEET
 TU3338'FROM STATION.
 TU3338'
 TU3338'AN OLD REDWOOD POST AND A LARGE METAL CYLINDER TARGET ARE LAYING
 TU3338'ON THE GROUND NEAR STATION, AS WELL AS SEVERAL OLD TARGET POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1468 ***********************************************************************
 TU1468  DESIGNATION -  KAAUMAKUA 1927
 TU1468  PID         -  TU1468
 TU1468  STATE/COUNTY-  HI/HONOLULU
 TU1468  USGS QUAD   -  HAUULA (1983)
 TU1468
 TU1468                         *CURRENT SURVEY CONTROL
 TU1468  ___________________________________________________________________
 TU1468* NAD 83(1993)-  21 30 05.05656(N)    157 53 52.36213(W)     ADJUSTED  
 TU1468* LOCAL TIDAL -       817.     (meters)    2680.     (feet)  SCALED    
 TU1468  ___________________________________________________________________
 TU1468  EPOCH DATE  -        1993.62
 TU1468  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 TU1468  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1468
 TU1468  HORZ ORDER  -  THIRD
 TU1468
 TU1468.The horizontal coordinates were established by classical geodetic methods
 TU1468.and adjusted by the National Geodetic Survey in December 1998..
 TU1468.The horizontal coordinates are valid at the epoch date displayed above.
 TU1468.The epoch date for horizontal control is a decimal equivalence
 TU1468.of Year/Month/Day.
 TU1468
 TU1468.The orthometric height was scaled from a topographic map.
 TU1468
 TU1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1468
 TU1468.The geoid height was determined by GEOID03.
 TU1468
 TU1468;                    North         East     Units Scale Factor Converg.
 TU1468;SPC HI 3     -    37,065.738   510,581.661   MT  0.99999138   +0 02 14.7
 TU1468;UTM  04      - 2,378,043.572   614,160.480   MT  0.99976104   +0 24 14.4
 TU1468
 TU1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1468!SPC HI 3     -   0.99986915  x   0.99999138  =   0.99986053
 TU1468!UTM  04      -   0.99986915  x   0.99976104  =   0.99963022
 TU1468
 TU1468                          SUPERSEDED SURVEY CONTROL
 TU1468
 TU1468  NAD 83(1986)-  21 30 05.00614(N)    157 53 52.37258(W) AD(       ) 3
 TU1468  OLD HI      -  21 30 16.40500(N)    157 54 02.26800(W) AD(       ) 3
 TU1468
 TU1468.Superseded values are not recommended for survey control.
 TU1468.NGS no longer adjusts projects to the OLD HI datum.
 TU1468.See file dsdata.txt to determine how the superseded data were derived.
 TU1468
 TU1468_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1416078044(NAD 83)
 TU1468_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1468_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1468_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1468
 TU1468  HISTORY     - Date     Condition        Report By
 TU1468  HISTORY     - 1927     MONUMENTED       CGS
 TU1468  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1468  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1468
 TU1468                          STATION DESCRIPTION
 TU1468
 TU1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1468'ABOUT EAST OF CENTER OF ISLAND OF OAHU, ON THE SUMMIT OF PUU
 TU1468'KAAUMAKUA, ON THE DIVIDE OF THE KOOLAU RANGE.  IT IS REACHED BY
 TU1468'THE SCHOFIELD-WAIKANE TRAIL AND IS ABOUT 1/4 MILE SOUTH OF WHERE
 TU1468'THE TRAIL CROSSES THE DIVIDE.  MARKED BY STANDARD DISK STATION
 TU1468'MARK IN TILE, NOTE 6A.  REFERENCE MARK, A STANDARD REFERENCE DISK
 TU1468'IN TILE, NOTE 13A, IS 3.55 METERS (11.6 FEET) FROM STATION IN
 TU1468'AZIMUTH 145 DEG 08 FT.  RE-MARKED ACCORDING TO NOTE 14X IN
 TU1468'1929.
 TU1468
 TU1468                          STATION RECOVERY (1933)
 TU1468
 TU1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FHK)
 TU1468'COWBOYS OF MR. MC CANDLESS REPORTED TO MR. W.A. WALL, THAT THE
 TU1468'TARGET FOR THE STATION WAS DOWN AND THIS IN TURN WAS COMMUNICATED
 TU1468'TO THIS OFFICE.  ON ACCOUNT OF THE DISCREPANCIES OF THE
 TU1468'TRIANGULATION IN THE VICINITY OF WAIOHOLE, AN INSPECTION OF THIS
 TU1468'STATION WAS NECESSARY AND HENCE THE RECONSTRUCTION OF SAME.
 TU1468'TARGET SHEARED OFF THRU THE LOOSENING OF GUY WIRES.  FOUND
 TU1468'2X4-INCH BRACES PRETTY WELL ROTTED AWAY.  ON REMOVAL OF SAME,
 TU1468'STATION BECAME LOOSE DUE TO ITS BEING TOP HEAVY AND IN
 TU1468'SOFT GROUND.  STATION REMARKED BY 2 1/2-INCH PIPE 4 FEET
 TU1468'LONG IN TILE IN CONCRETE, REFERENCE MARK SAME AS DESCRIBED
 TU1468'ABOVE.  REPAINTED TARGET RED AND WHITE.  ELEVATION NOT CHANGED.
 TU1468
 TU1468                          STATION RECOVERY (1964)
 TU1468
 TU1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1468'STATION AND REFERENCE MARK WERE RECOVERED.  THE REFERENCE MARK
 TU1468'WAS FOUND IN GOOD CONDITION, HOWEVER THE STATION WAS FOUND IN
 TU1468'POOR CONDITION, BEING SEVERAL INCHES OUT OF POSITION AND NOT
 TU1468'MARKED AS ORIGINALLY DESCRIBED.  IT HAD BEEN MOVED BY WIND AFTER
 TU1468'GUY-CABLES SUPPORTING THE LARGE METAL TARGET HAD RUSTED AWAY.
 TU1468'THE GROUND IS QUITE SOFT DUE TO RAIN.  IT WAS SUBSEQUENTLY
 TU1468'LEARNED THAT THE STATION HAD BEEN RE-MARKED IN 1933, AT WHICH
 TU1468'TIME THE ORIGINAL MARK WAS FOUND MOVED IN THE SAME MANNER.  A
 TU1468'COMPLETE DESCRIPTION FOLLOWS--
 TU1468'
 TU1468'STATION IS LOCATED ABOUT 8 MILES EAST OF WAHIAWA, 4 MILES SOUTHWEST
 TU1468'OF KAHANA BAY AND 3/4-MILE DUE WEST OF WAIKANE CAMP, ON THE DIVIDE
 TU1468'OF THE KOOLAU RANGE, ON THE SUMMIT OF PUU KAAUMAKUA, A PEAK OF
 TU1468'ABOUT 2681 FEET ELEVATION.
 TU1468'
 TU1468'TO REACH STATION FROM THE POST OFFICE IN KANEOHE, GO NORTHERLY
 TU1468'ON STATE HIGHWAY 83 FOR 6.5 MILES TO THE WAIAHOLE POI FACTORY ON
 TU1468'LEFT.  CONTINUE ON THE HIGHWAY FOR 0.7 MILE TO DIRT SIDE ROAD
 TU1468'LEFT AT HYDRANT NO. W888.  GO LEFT ON THE DIRT ROAD FOR 0.8 MILE
 TU1468'TO FORK.  TAKE RIGHT FORK, DOWN INTO CANYON, AND GO 1.2 MILES TO
 TU1468'CHAIN GATE.  PASS THROUGH AND CONTINUE UP CANYON ROAD FOR 1.2
 TU1468'MILES TO END OF TRUCK TRAVEL AT THE FIRST ONE OF THE 3 CABINS
 TU1468'AT WAIKANE CAMP.  CROSS STREAM ON RIGHT AND PACK ON GOOD TRAIL
 TU1468'(SCHOFIELD-WAIKANE TRAIL) ABOUT 1 MILE TO TRAIL JUNCTION IN
 TU1468'SADDLE OF DIVIDE.  TURN BACK SHARP LEFT AND FOLLOW TRAIL UP RIDGE
 TU1468'ABOUT 1 MILE TO JUNCTION AT TRAIL SIGN AND METAL POST, BELOW TOP
 TU1468'OF DIVIDE.  TURN BACK SHARP LEFT AND FOLLOW TRAIL ABOUT
 TU1468'300 YARDS, TO WHERE IT CROSSES OVER THE MAIN DIVIDE.  CONTINUE ON
 TU1468'TRAIL ALONG SOUTH SIDE OF RIDGE FOR ABOUT 300 YARDS TO WHERE
 TU1468'SADDLE IN RIDGE LINE IS ONLY ABOUT 25 FEET ABOVE TRAIL.  LEAVE
 TU1468'TRAIL, GOING UP THROUGH DENSE BRUSH TO SADDLE, THEN EASTERLY
 TU1468'ALONG RUGGED, BRUSHY RIDGE LINE FOR ABOUT 250 YARDS TO HIGHEST
 TU1468'POINT AND STATION.
 TU1468'
 TU1468'THE STATION IS MARKED BY A 2-1/2-INCH, IRON PIPE PROJECTING 4
 TU1468'INCHES FROM THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT IS
 TU1468'FLUSH WITH THE GROUND.  IT IS LOCATED IN A SMALL, OPEN, GRASSY
 TU1468'AREA.
 TU1468'
 TU1468'THE REFERENCE MARK IS A STANDARD DISK STAMPED KAAMAKUA 1927 SET
 TU1468'IN CONCRETE IN THE TOP OF A 4-INCH SOIL PIPE THAT PROJECTS 1 FOOT
 TU1468'ABOVE GROUND.  IT IS LOCATED AT THE NORTHWEST END OF THE OPEN
 TU1468'GRASSY AREA, JUST OUTSIDE THE DENSE BRUSH.
 TU1468'
 TU1468'NOTE--SINCE THERE IS ONLY ONE REFERENCE MARK NO ATTEMPT WAS MADE
 TU1468'TO RE-POSITION THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3192 ***********************************************************************
 TU3192  DESIGNATION -  KAEA
 TU3192  PID         -  TU3192
 TU3192  STATE/COUNTY-  HI/MAUI
 TU3192  USGS QUAD   -  
 TU3192
 TU3192                         *CURRENT SURVEY CONTROL
 TU3192  ___________________________________________________________________
 TU3192* NAD 83(1993)-  20 43 58.26737(N)    156 57 49.44202(W)     ADJUSTED  
 TU3192* LOCAL TIDAL -        23.3    (meters)      76.     (feet)  VERT ANG  
 TU3192  ___________________________________________________________________
 TU3192  EPOCH DATE  -        1993.62
 TU3192  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 TU3192  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU3192
 TU3192  HORZ ORDER  -  THIRD
 TU3192
 TU3192.The horizontal coordinates were established by classical geodetic methods
 TU3192.and adjusted by the National Geodetic Survey in December 1998..
 TU3192.The horizontal coordinates are valid at the epoch date displayed above.
 TU3192.The epoch date for horizontal control is a decimal equivalence
 TU3192.of Year/Month/Day.
 TU3192
 TU3192.The orthometric height was determined by vertical angle observations.
 TU3192
 TU3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3192
 TU3192.The geoid height was determined by GEOID03.
 TU3192
 TU3192;                    North         East     Units Scale Factor Converg.
 TU3192;SPC HI 2     -    44,258.044   469,060.105   MT  0.99997849   -0 06 18.6
 TU3192;UTM  04      - 2,293,916.341   712,034.663   MT  1.00015565   +0 43 16.1
 TU3192
 TU3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3192!SPC HI 2     -   0.99999393  x   0.99997849  =   0.99997242
 TU3192!UTM  04      -   0.99999393  x   1.00015565  =   1.00014958
 TU3192
 TU3192:                Primary Azimuth Mark                     Grid Az
 TU3192:SPC HI 2     -  PUU MANU                                 063 45 08.9
 TU3192:UTM  04      -  PUU MANU                                 062 55 34.2
 TU3192
 TU3192|---------------------------------------------------------------------|
 TU3192| PID    Reference Object                     Distance      Geod. Az  |
 TU3192|                                                           dddmmss.s |
 TU3192| TU3214 PUU MANU                            APPROX.10.9 KM 0633850.3 |
 TU3192| CN5258 KAEA RM 1                             4.418 METERS 12352     |
 TU3192| TU3191 USLHS MARK NEAR KAEA 1962            64.350 METERS 17811     |
 TU3192| CN5259 KAEA RM 2                                          22608     |
 TU3192| TU3193 PALAOA POINT LIGHT                  129.272 METERS 24503     |
 TU3192|---------------------------------------------------------------------|
 TU3192
 TU3192                          SUPERSEDED SURVEY CONTROL
 TU3192
 TU3192  NAD 83(1986)-  20 43 58.22066(N)    156 57 49.40349(W) AD(       ) 3
 TU3192  OLD HI      -  20 44 09.57500(N)    156 57 59.51200(W) AD(       ) 3
 TU3192
 TU3192.Superseded values are not recommended for survey control.
 TU3192.NGS no longer adjusts projects to the OLD HI datum.
 TU3192.See file dsdata.txt to determine how the superseded data were derived.
 TU3192
 TU3192_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH1203593916(NAD 83)
 TU3192
 TU3192  HISTORY     - Date     Condition        Report By
 TU3192  HISTORY     - 1914     MONUMENTED       USLHS
 TU3192  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3192  HISTORY     - 1933     SEE DESCRIPTION  USCG
 TU3192  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3192  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU3192
 TU3192                          STATION DESCRIPTION
 TU3192
 TU3192'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3192'THE STATION IS LOCATED ON THE SW PROMONTORY OF LANAI ISLAND,
 TU3192'AND E OF THE FIRST BIGHT S OF KAHALO PALI.  IT IS MARKED BY A
 TU3192'CAIRN OF ROCKS, WHITEWASHED.  A TRIPOD SIGNAL, BOARDED UP AND
 TU3192'WHITEWASHED, WAS ERECTED OVER THE STATION.  THE BEST MEANS OF
 TU3192'APPROACH IS TO LAND ON THE W SIDE OF THE BIGHT AND CROSS THE
 TU3192'STREAM BED, THEN GO UP THE SIDE OF THE BLUFF, AND CROSS TO THE
 TU3192'SIGNAL WHICH IS ONLY 1/4 MI. FROM THE BIGHT.  NO PERMANENT
 TU3192'STATION MARK OR REFERENCE MARKS WERE FOUND OR PLACED.
 TU3192
 TU3192                          STATION RECOVERY (1933)
 TU3192
 TU3192'RECOVERY NOTE BY US COAST GUARD 1933
 TU3192'ABSTRACT OF LETTER FROM F.A. EDGECOMB, SUPT. OF LIGHTHOUSES--
 TU3192'
 TU3192'IN CONNECTION WITH THE PRELIMINARY SURVEY OF A SITE FOR A LIGHT
 TU3192'STATION ON PALAOA POINT, SW COAST OF LANAI ISLAND, A PARTY OF
 TU3192'THE U.S. LIGHTHOUSE SERVICE FOUND A 1/2-IN. BRASS PIPE SET IN A
 TU3192'SMALL DETERIORATED BLOCK OF CONCRETE, MARKING WHAT IS THOUGHT TO
 TU3192'BE TRIANGULATION STATION KAEA.
 TU3192'
 TU3192'THIS MARK WAS SURMOUNTED BY A NEW BLOCK OF CONCRETE 16- BY
 TU3192'16- BY 12-IN. (HIGH), AND A NEW 5/8-IN. BRASS PIN SET IN THE NEW
 TU3192'CONCRETE BLOCK DIRECTLY OVER THE OLD PIPE.  THE LETTERS
 TU3192'U.S.L.H.S. WERE STAMPED IN THE TOP OF THE NEW CONCRETE BLOCK.
 TU3192
 TU3192                          STATION RECOVERY (1962)
 TU3192
 TU3192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3192'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO NEW
 TU3192'REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3192'
 TU3192'STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE SOUTHWEST OF LANAI
 TU3192'CITY, ON PALAOA POINT, THE SOUTHERNMOST PART OF LANAI ISLAND,
 TU3192'ON THE SUMMIT OF A ROCKY KNOLL OF 75 FEET ELEVATION, 200 FEET
 TU3192'NORTH OF A TRACK ROAD.
 TU3192'
 TU3192'TO REACH STATION FROM THE INTERSECTION OF HIGHWAYS 44 AND 441
 TU3192'AT THE SOUTH EDGE OF LANAI CITY, GO SOUTHERLY ON HIGHWAY 441
 TU3192'FOR 4.1 MILES TO A FORK WHERE THE MAIN ROAD TURNS LEFT, AS SIGN
 TU3192'HULOPOE BAY.  CONTINUE AHEAD ON RIGHT FORK FOR 0.55 MILE TO END
 TU3192'OF PAVED ROAD AT RAIN GAUGE 544.  CONTINUE AHEAD ON GRADED ROAD
 TU3192'FOR 1.1 MILES TO A MAIN CROSSROAD.  CONTINUE AHEAD TO A
 TU3192'CROSSROAD JUST AFTER CROSSING APPLE FIELD.  TURN RIGHT AND
 TU3192'FOLLOW ROAD WESTERLY ALONG SOUTH EDGE OF FIELD FOR 1.45 MILES TO
 TU3192'A REVERSE-Y ON LEFT.  TURN SHARP LEFT AND FOLLOW BLADED
 TU3192'ROAD DOWNGRADE FOR 0.65 MILE TO BEGINNING OF ROCKY
 TU3192'TERRAIN.  CONTINUE ON ROUGH ROAD FOR 1.75 MILES TO STATION ON
 TU3192'KNOLL TO RIGHT OF ROAD.
 TU3192'
 TU3192'STATION MARK IS A 1/2-INCH IRON PIN SET IN THE CENTER OF A
 TU3192'16-INCH-SQUARE CONCRETE BLOCK THAT PROJECTS 1 FOOT ABOVE
 TU3192'GROUND.  IT IS 426 FEET EAST-NORTHEAST OF THE PALACA POINT LIGHT
 TU3192'AND ABOUT 220 FEET NORTH OF SOUTH SHORELINE.
 TU3192'
 TU3192'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAEA NO 1
 TU3192'1914 1962, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT
 TU3192'1 FOOT ABOVE GROUND.  IT IS AT SAME ELEVATION AS STATION.
 TU3192'
 TU3192'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAEA NO 2
 TU3192'1914 1962, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT
 TU3192'1 FOOT ABOVE GROUND.  IT IS AT SAME ELEVATION AS STATION.
 TU3192'
 TU3192'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAEA NO 2
 TU3192'1941 1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 TU3192'1 FOOT ABOVE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU3192'
 TU3192'THE USLHS MARK IS A 1/2-INCH METAL PIN SET IN THE TOP OF A
 TU3192'15-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 1 FOOT ABOVE
 TU3192'GROUND.  IT IS AT SOUTH EDGE OF THE TRACK ROAD, ON SHORELINE BLUFF.
 TU3192
 TU3192                          STATION RECOVERY (1976)
 TU3192
 TU3192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU3192'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN THE
 TU3192'1962 RECOVERY NOTE.  DISTANCES MEASURED TO THE REFERENCE MARKS
 TU3192'CHECKED WITH DISTANCES IN THE RECOVERY NOTE.
 TU3192'
 TU3192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3192'7.5 MILES SOUTHWEST OF LANAI CITY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3257 ***********************************************************************
 TU3257  DESIGNATION -  KAENA
 TU3257  PID         -  TU3257
 TU3257  STATE/COUNTY-  HI/MAUI
 TU3257  USGS QUAD   -  
 TU3257
 TU3257                         *CURRENT SURVEY CONTROL
 TU3257  ___________________________________________________________________
 TU3257* NAD 83(1993)-  20 55 22.68626(N)    157 01 12.96653(W)     ADJUSTED  
 TU3257* LOCAL TIDAL -        41.3    (meters)     135.     (feet)  VERT ANG  
 TU3257  ___________________________________________________________________
 TU3257  EPOCH DATE  -        1993.62
 TU3257  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 TU3257  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU3257
 TU3257  HORZ ORDER  -  SECOND
 TU3257
 TU3257.The horizontal coordinates were established by classical geodetic methods
 TU3257.and adjusted by the National Geodetic Survey in December 1998..
 TU3257.The horizontal coordinates are valid at the epoch date displayed above.
 TU3257.The epoch date for horizontal control is a decimal equivalence
 TU3257.of Year/Month/Day.
 TU3257
 TU3257.The orthometric height was determined by vertical angle observations.
 TU3257
 TU3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3257
 TU3257.The geoid height was determined by GEOID03.
 TU3257
 TU3257;                    North         East     Units Scale Factor Converg.
 TU3257;SPC HI 2     -    65,318.175   463,218.099   MT  0.99998338   -0 07 34.6
 TU3257;UTM  04      - 2,314,892.978   705,887.256   MT  1.00012388   +0 42 26.1
 TU3257
 TU3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3257!SPC HI 2     -   0.99999103  x   0.99998338  =   0.99997441
 TU3257!UTM  04      -   0.99999103  x   1.00012388  =   1.00011491
 TU3257
 TU3257|---------------------------------------------------------------------|
 TU3257| PID    Reference Object                     Distance      Geod. Az  |
 TU3257|                                                           dddmmss.s |
 TU3257| CN5260 KAENA RM 1                            5.123 METERS 12340     |
 TU3257| CN5261 KAENA RM 2                            6.311 METERS 17559     |
 TU3257| TU3258 KAALA                               APPROX. 2.3 KM 1830739.4 |
 TU3257|---------------------------------------------------------------------|
 TU3257
 TU3257                          SUPERSEDED SURVEY CONTROL
 TU3257
 TU3257  NAD 83(1986)-  20 55 22.64329(N)    157 01 12.92782(W) AD(       ) 2
 TU3257  OLD HI      -  20 55 34.08200(N)    157 01 22.96400(W) AD(       ) 2
 TU3257
 TU3257.Superseded values are not recommended for survey control.
 TU3257.NGS no longer adjusts projects to the OLD HI datum.
 TU3257.See file dsdata.txt to determine how the superseded data were derived.
 TU3257
 TU3257_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0588714893(NAD 83)
 TU3257
 TU3257  HISTORY     - Date     Condition        Report By
 TU3257  HISTORY     - 1914     MONUMENTED       CGS
 TU3257  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU3257  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3257
 TU3257                          STATION DESCRIPTION
 TU3257
 TU3257'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3257'STATION IS 2 MI. E-NE OF KAENA POINT, ON THE NW COAST OF LANAI
 TU3257'ISLAND.  IT IS ON A PROMINENT KNOLL, ABOUT 350 M. BACK FROM THE E
 TU3257'END OF THE SAND BEACH SHORELINE.  STATION IS MARKED BY A
 TU3257'6- FT. CAIRN OF ROCKS.  NO OTHER MARKS WERE ESTABLISHED.
 TU3257
 TU3257                          STATION RECOVERY (1962)
 TU3257
 TU3257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3257'A MARK CONSISTING OF A 1/2-INCH BRASS PIPE WAS RECOVERED AND FOUND
 TU3257'IN GOOD CONDITION, UNDER A LARGE CAIRN.  TWO NEW REFERENCE MARKS
 TU3257'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3257'
 TU3257'STATION IS LOCATED ABOUT 9-1/2 MILES AIRLINE NORTHWEST OF LANAI
 TU3257'CITY AND 2-1/4 MILES WEST-SOUTHWEST OF POHAKULOA POINT, WHICH IS
 TU3257'THE NORTHERNMOST POINT OF LANAI ISLAND.  IT IS ON THE SUMMIT OF A
 TU3257'SMALL HILL OF 135 FEET ELEVATION THAT IS COVERED WITH KIAWE TREES.
 TU3257'
 TU3257'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3257'ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO 0.15 MILE TO
 TU3257'CROSSROAD.  TURN RIGHT AND GO 0.5 MILE TO END OF PAVED
 TU3257'ROAD.  CONTINUE AHEAD ON GRADED ROAD FOR 0.8 MILE TO A
 TU3257'CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH PINEAPPLE
 TU3257'FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE AHEAD FOR 0.95
 TU3257'MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES FOR 0.85
 TU3257'MILE TO FORK.  TAKE LEFT FORK AND FOLLOW TRACK ROAD FOR 2.5
 TU3257'MILES TO FORK ON GRASSY FLAT.  CONTINUE AHEAD ON RIGHT FORK FOR
 TU3257'3.7 MILES TO LARGE SAND BEACH AND END OF TRUCK TRAVEL.  PACK
 TU3257'EASTERLY ALONG SHORELINE FOR ABOUT 1 MILE TO PROMINENT, LARGE
 TU3257'SAND DUNE NEAR SHORE.  HERE GO RIGHT, SOUTH, FOR ABOUT 350
 TU3257'YARDS TO STATION.
 TU3257'
 TU3257'STATION MARK IS A 1/2-INCH BRASS PIPE CEMENTED IN A DRILL HOLE
 TU3257'IN A 1 X 2 FOOT BOULDER THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS
 TU3257'AT THE SOUTHWEST EDGE OF A CLUMP OF KIAWE TREES ON SUMMIT OF SMALL
 TU3257'HILL.
 TU3257'
 TU3257'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAENA NO 1
 TU3257'1914 1962, CEMENTED IN A DRILLHOLE IN A SMALL BOULDER THAT PROJECTS
 TU3257'1 INCH ABOVE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU3257'
 TU3257'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAENA NO 2
 TU3257'1914 1962, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER THAT
 TU3257'PROJECTS 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1600 ***********************************************************************
 TU1600  DESIGNATION -  KAENA 1875
 TU1600  PID         -  TU1600
 TU1600  STATE/COUNTY-  HI/HONOLULU
 TU1600  USGS QUAD   -  
 TU1600
 TU1600                         *CURRENT SURVEY CONTROL
 TU1600  ___________________________________________________________________
 TU1600* NAD 83(1993)-  21 34 27.07481(N)    158 16 45.22162(W)     ADJUSTED  
 TU1600* LOCAL TIDAL -        12.     (meters)      39.     (feet)  SCALED    
 TU1600  ___________________________________________________________________
 TU1600  EPOCH DATE  -        1993.62
 TU1600  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 TU1600  GEOID HEIGHT-          14.43  (meters)                     GEOID03
 TU1600
 TU1600  HORZ ORDER  -  THIRD
 TU1600
 TU1600.The horizontal coordinates were established by classical geodetic methods
 TU1600.and adjusted by the National Geodetic Survey in December 1998..
 TU1600.The horizontal coordinates are valid at the epoch date displayed above.
 TU1600.The epoch date for horizontal control is a decimal equivalence
 TU1600.of Year/Month/Day.
 TU1600
 TU1600.The orthometric height was scaled from a topographic map.
 TU1600
 TU1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1600
 TU1600.The geoid height was determined by GEOID03.
 TU1600
 TU1600;                    North         East     Units Scale Factor Converg.
 TU1600;SPC HI 3     -    45,146.927   471,081.214   MT  1.00000033   -0 06 09.6
 TU1600;UTM  04      - 2,385,869.285   574,620.173   MT  0.99966880   +0 15 54.2
 TU1600
 TU1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1600!SPC HI 3     -   0.99999585  x   1.00000033  =   0.99999618
 TU1600!UTM  04      -   0.99999585  x   0.99966880  =   0.99966465
 TU1600
 TU1600                          SUPERSEDED SURVEY CONTROL
 TU1600
 TU1600  NAD 83(1986)-  21 34 27.02533(N)    158 16 45.23667(W) AD(       ) 3
 TU1600  OLD HI      -  21 34 38.36800(N)    158 16 55.24500(W) AD(       ) 3
 TU1600
 TU1600.Superseded values are not recommended for survey control.
 TU1600.NGS no longer adjusts projects to the OLD HI datum.
 TU1600.See file dsdata.txt to determine how the superseded data were derived.
 TU1600
 TU1600_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7462085869(NAD 83)
 TU1600
 TU1600  HISTORY     - Date     Condition        Report By
 TU1600  HISTORY     - 1875     MONUMENTED       HIGS
 TU1600  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1600
 TU1600                          STATION DESCRIPTION
 TU1600
 TU1600'DESCRIBED BY HAWAII GEODETIC SURVEY 1875
 TU1600'ABOUT 800 FEET BACK FROM THE EXTREMITY OF KAENA POINT, THE
 TU1600'EXTREME NORTHWEST POINT OF OAHU, IN THE CENTER OF A SMALL
 TU1600'AREA, SURRROUNDED BY STONE WALLS, SAID TO HAVE BEEN A
 TU1600'HEIAU.  MARKED BY A CONCRETE POST PROJECTING ABOUT 6 INCHES
 TU1600'ABOVE THE GROUND.
 TU1600
 TU1600                          STATION RECOVERY (1963)
 TU1600
 TU1600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1600'STATION IS DESTROYED.  ALSO REPORTED DESTROYED IN 1952.  SAND
 TU1600'HAS BEEN REMOVED UNTIL THE EDGE OF THE HILL IS 60 FEET FROM
 TU1600'KAENA POINT LIGHT.  THE STATION WAS LOCATED OUT FROM THE EDGE
 TU1600'ABOUT 30 FEET, IN THE AREA THAT IS NOW MANY FEET LOWER THAN THE
 TU1600'TOP OF THE DUNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1567 ***********************************************************************
 TU1567  DESIGNATION -  KAENA ASTRO 1967
 TU1567  PID         -  TU1567
 TU1567  STATE/COUNTY-  HI/HONOLULU
 TU1567  USGS QUAD   -  KAENA (1983)
 TU1567
 TU1567                         *CURRENT SURVEY CONTROL
 TU1567  ___________________________________________________________________
 TU1567* NAD 83(1993)-  21 33 36.10440(N)    158 14 09.08411(W)     ADJUSTED  
 TU1567* LOCAL TIDAL -       455.5    (meters)    1494.     (feet)  VERT ANG  
 TU1567  ___________________________________________________________________
 TU1567  EPOCH DATE  -        1993.62
 TU1567  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 TU1567  GEOID HEIGHT-          14.79  (meters)                     GEOID03
 TU1567
 TU1567  HORZ ORDER  -  SECOND
 TU1567
 TU1567.The horizontal coordinates were established by classical geodetic methods
 TU1567.and adjusted by the National Geodetic Survey in December 1998..
 TU1567.The horizontal coordinates are valid at the epoch date displayed above.
 TU1567.The epoch date for horizontal control is a decimal equivalence
 TU1567.of Year/Month/Day.
 TU1567
 TU1567.The orthometric height was determined by vertical angle observations.
 TU1567
 TU1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1567
 TU1567.The geoid height was determined by GEOID03.
 TU1567
 TU1567;                    North         East     Units Scale Factor Converg.
 TU1567;SPC HI 3     -    43,571.822   475,570.715   MT  0.99999737   -0 05 12.0
 TU1567;UTM  04      - 2,384,323.520   579,118.221   MT  0.99967735   +0 16 50.9
 TU1567
 TU1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1567!SPC HI 3     -   0.99992609  x   0.99999737  =   0.99992346
 TU1567!UTM  04      -   0.99992609  x   0.99967735  =   0.99960346
 TU1567
 TU1567:                Primary Azimuth Mark                     Grid Az
 TU1567:SPC HI 3     -  BORE                                     330 00 34.4
 TU1567:UTM  04      -  BORE                                     329 38 31.5
 TU1567
 TU1567|---------------------------------------------------------------------|
 TU1567| PID    Reference Object                     Distance      Geod. Az  |
 TU1567|                                                           dddmmss.s |
 TU1567| TU1583 BORE                                APPROX. 0.6 KM 3295522.4 |
 TU1567|---------------------------------------------------------------------|
 TU1567
 TU1567                          SUPERSEDED SURVEY CONTROL
 TU1567
 TU1567  NAD 83(1986)-  21 33 36.05329(N)    158 14 09.09582(W) AD(       ) 2
 TU1567  OLD HI      -  21 33 47.43620(N)    158 14 19.04440(W) AD(       ) 2
 TU1567
 TU1567.Superseded values are not recommended for survey control.
 TU1567.NGS no longer adjusts projects to the OLD HI datum.
 TU1567.See file dsdata.txt to determine how the superseded data were derived.
 TU1567
 TU1567_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7911884324(NAD 83)
 TU1567_MARKER: Z = SEE DESCRIPTION
 TU1567_SETTING: 0 = UNSPECIFIED SETTING
 TU1567
 TU1567  HISTORY     - Date     Condition        Report By
 TU1567  HISTORY     - 1967     MONUMENTED       CGS
 TU1567
 TU1567                          STATION DESCRIPTION
 TU1567
 TU1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (CA)
 TU1567'STATION IS LOCATED ON THE NORTHWEST CORNER OF OAHU ISLAND, AT THE
 TU1567'KAENA POINT TRACKING STATION, LOCATED ABOUT 1000 FEET EAST OF THE
 TU1567'HEADQUARTERS BUILDING, ON THE HIGHEST PART OF A HILL AND ABOUT 150
 TU1567'FEET EAST OF A SILVER WATER TANK.
 TU1567'
 TU1567'TO REACH FROM THE GUARD BUILDING AT THE GATE, TURN RIGHT, EAST,
 TU1567'AT THE GUARD BUILDING AND PROCEED 0.3 MILE TO A ROAD LEFT WHERE
 TU1567'THE MAIN ROAD PASSES THRU A GATE INTO A FENCED AREA, TURN LEFT
 TU1567'NORTHEAST, AND PROCEED 0.3 MILE TO A T-ROAD RIGHT, TURN RIGHT
 TU1567'UPHILL FOR 0.15 MILE PASSING THRU A GATE ENROUTE TO A SILVER
 TU1567'WATER TANK NEAR THE TOP OF THE HILL, END OF VEHICLE TRAVEL AT
 TU1567'THE WATER TANK, PACK EAST VIA GATE TO THE HIGHEST POINT OF THE
 TU1567'HILL AND MARK, APPROXIMATELY A 200 FT. PACK.
 TU1567'
 TU1567'THE MARK IS SET IN THE CENTER OF THE TOP OF AN ABANDONED CONCRETE
 TU1567'ANTENNA PIER WHICH IS 4 FEET SQUARE AND PROJECTS 3.5 FEET.  THE
 TU1567'MARK IS A STANDARD DISK STAMPED KAENA ASTRO 1967.
 TU1567'
 TU1567'NO REFERENCE MARKS OR AZIMUTH MARK WERE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0567 ***********************************************************************
 TU0567  DESIGNATION -  KAENA POINT
 TU0567  PID         -  TU0567
 TU0567  STATE/COUNTY-  HI/HONOLULU
 TU0567  USGS QUAD   -  
 TU0567
 TU0567                         *CURRENT SURVEY CONTROL
 TU0567  ___________________________________________________________________
 TU0567* NAD 83(1993)-  21 34 27.64664(N)    158 16 45.64328(W)     ADJUSTED  
 TU0567* LOCAL TIDAL -        13.895  (meters)      45.59   (feet)  ADJ UNCH  
 TU0567  ___________________________________________________________________
 TU0567  EPOCH DATE  -        1993.62
 TU0567  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 TU0567  GEOID HEIGHT-          14.43  (meters)                     GEOID03
 TU0567
 TU0567  HORZ ORDER  -  FIRST
 TU0567  VERT ORDER  -  FIRST     CLASS II
 TU0567
 TU0567.The horizontal coordinates were established by classical geodetic methods
 TU0567.and adjusted by the National Geodetic Survey in December 1998..
 TU0567.The horizontal coordinates are valid at the epoch date displayed above.
 TU0567.The epoch date for horizontal control is a decimal equivalence
 TU0567.of Year/Month/Day.
 TU0567
 TU0567.The orthometric height was key entered from printed documents
 TU0567.and not key verified.
 TU0567
 TU0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0567
 TU0567.The geoid height was determined by GEOID03.
 TU0567
 TU0567;                    North         East     Units Scale Factor Converg.
 TU0567;SPC HI 3     -    45,164.536   471,069.115   MT  1.00000034   -0 06 09.8
 TU0567;UTM  04      - 2,385,886.810   574,607.965   MT  0.99966878   +0 15 54.0
 TU0567
 TU0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0567!SPC HI 3     -   0.99999555  x   1.00000034  =   0.99999589
 TU0567!UTM  04      -   0.99999555  x   0.99966878  =   0.99966433
 TU0567
 TU0567:                Primary Azimuth Mark                     Grid Az
 TU0567:SPC HI 3     -  KAENA POINT RADAR DOME                   109 13 13.8
 TU0567:UTM  04      -  KAENA POINT RADAR DOME                   108 51 10.0
 TU0567
 TU0567|---------------------------------------------------------------------|
 TU0567| PID    Reference Object                     Distance      Geod. Az  |
 TU0567|                                                           dddmmss.s |
 TU0567| TU1575 KAENA POINT RADAR DOME              APPROX. 4.1 KM 1090704.0 |
 TU0567| TU1702 KEPUHI NEW                          APPROX.11.4 KM 1493826.0 |
 TU0567| CJ9512 KAENA POINT RM 2                      3.634 METERS 25035     |
 TU0567| CJ9511 KAENA POINT RM 1                      5.952 METERS 30223     |
 TU0567|---------------------------------------------------------------------|
 TU0567
 TU0567                          SUPERSEDED SURVEY CONTROL
 TU0567
 TU0567  NAD 83(1986)-  21 34 27.59608(N)    158 16 45.65631(W) AD(       ) 1
 TU0567  OLD HI      -  21 34 39.00655(N)    158 16 55.56322(W) AD(       ) 1
 TU0567
 TU0567.Superseded values are not recommended for survey control.
 TU0567.NGS no longer adjusts projects to the OLD HI datum.
 TU0567.See file dsdata.txt to determine how the superseded data were derived.
 TU0567
 TU0567_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7460885887(NAD 83)
 TU0567_MARKER: Z = SEE DESCRIPTION
 TU0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0567+STABILITY: SURFACE MOTION
 TU0567
 TU0567  HISTORY     - Date     Condition        Report By
 TU0567  HISTORY     - UNK      MONUMENTED       DOD
 TU0567  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU0567  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0567  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0567  HISTORY     - 1969     GOOD             NGS
 TU0567  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU0567
 TU0567                          STATION DESCRIPTION
 TU0567
 TU0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU0567'IN THE LOCALITY OF KAENA POINT.  MARKED BY A CONCRETE MONUMENT
 TU0567'WITH A BRASS PLATE, SET ABOUT 2 FEET BELOW GROUND.  IT IS 4.58
 TU0567'METERS W OF THE CENTER OF THE LIGHTHOUSE.
 TU0567
 TU0567                          STATION RECOVERY (1963)
 TU0567
 TU0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0567'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER IT
 TU0567'IS ON THE EAST SIDE OF THE KAENA POINT LIGHT INSTEAD OF THE WEST
 TU0567'SIDE AS STATED IN THE FIRST DESCRIPTION.  TWO REFERENCE MARKS,
 TU0567'NUMBERS ONE AND TWO, WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU0567'FOLLOWS--
 TU0567'
 TU0567'STATION IS LOCATED ON KAENA POINT, THE WESTERNMOST POINT OF
 TU0567'OAHU, AT EAST SIDE OF LIGHTHOUSE, ON A PROMINENT SAND DUNE
 TU0567'OVERLOOKING THE ROCKY POINT ABOUT 200 YARDS WEST.
 TU0567'
 TU0567'TO REACH STATION FROM THE POST OFFICE IN WAIALUA, GO SOUTH ON
 TU0567'GOODALE AVENUE FOR 0.5 MILE.  TURN RIGHT AND FOLLOW STATE
 TU0567'HIGHWAY 99 WEST FOR 7.0 MILES TO CAMP ERDMAN ON THE
 TU0567'RIGHT.  CONTINUE WESTERLY, ALONG COAST ROAD, FOR 3.6 MILES TO
 TU0567'FORK OPPOSITE OLD BEACH SHACK.  TAKE RIGHT FORK AND FOLLOW OLD
 TU0567'TRACK ROAD WESTERLY FOR 0.2 MILE TO END OF ROAD IN SAND BEFORE
 TU0567'REACHING DUNE.  WALK WEST ABOUT 150 YARDS TO TOP OF DUNE AND
 TU0567'STATION.  (NOTE--THE ROAD BECOMES VERY ROUGH, AND ALMOST
 TU0567'IMPASSABLE IN WET WEATHER, AFTER LEAVING CAMP ERDMAN).
 TU0567'
 TU0567'STATION MARK IS A 3 X 4-INCH BRASS PLATE, STAMPED US ENG ELEV,
 TU0567'SET IN THE TOP OF A 6-INCH-SQUARE, CONCRETE POST.  IT IS IN A
 TU0567'SMALL, OPEN SAND AREA SURROUNDED BY NAUPAKA BRUSH, 15.026 FEET
 TU0567'EAST OF CENTER OF LIGHTHOUSE AND ABOUT 6 INCHES BELOW SURFACE
 TU0567'OF SAND.  A 1/4-INCH BRASS PLUG PROJECTS 1/4-INCH FROM THE CENTER
 TU0567'OF THE BRASS PLATE.
 TU0567'
 TU0567'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAENA
 TU0567'POINT USE NO 1 1914 1963, CEMENTED IN A DRILL HOLE IN THE
 TU0567'SOUTHEAST CORNER OF THE 9 X 9-FOOT, CONCRETE FOUNDATION OF THE
 TU0567'LIGHTHOUSE.  IT IS ABOUT 1 FOOT LOWER THAN STATION MARK AND
 TU0567'COVERED WITH SAND.
 TU0567'
 TU0567'REFERECE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAENA POINT
 TU0567'USE NO 2 1914 1963, CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 TU0567'CORNER OF AN OLD, 9 X 9, CONCRETE FOUNDATION THAT SETS AT THE
 TU0567'NORTH SIDE OF THE LIGHTHOUSE FOUNDATION.  THE MARK IS 10.5 FEET
 TU0567'NORTH OF THE CENTER OF THE LIGHTHOUSE AND ABOUT 1 FOOT LOWER THAN
 TU0567'STATION MARK.
 TU0567
 TU0567                          STATION RECOVERY (1969)
 TU0567
 TU0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0567'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU0567'DESCRIBED AND FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE
 TU0567'FOR REACHING THE STATION.
 TU0567'
 TU0567'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO A
 TU0567'LIGHTHOUSE ON LINE.
 TU0567'
 TU0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0567'9-3/4 MILES WEST OF WAIALUA.
 TU0567
 TU0567                          STATION RECOVERY (1969)
 TU0567
 TU0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0567'11.8 MI W FROM WAIALUA.
 TU0567'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0567'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 3.3 MILES WEST
 TU0567'ALONG A DIRT AND ROCK ROAD, ON A SAND KNOLL ABOUT 50 YARDS WEST OF THE
 TU0567'END OF THE ROAD, AT KAENA LIGHTHOUSE, THE MARK IS A 1/4-INCH BRASS
 TU0567'PLUG PROJECTING 1/4-INCH IN THE CENTER OF A BRASS PLATE MARKED US ENG.
 TU0567'ELEV WHICH IS IN THE TOP OF A CONCRETE POST, 13.0 FEET EASTNORTHEAST
 TU0567'OF THE SOUTHEAST CORNER OF THE LIGHTHOUSE, 13.2 FEET EAST-SOUTHEAST OF
 TU0567'THE NORTHEAST CORNER OF THE LIGHTHOUSE, 19.55 FEET EAST-SOUTHEAST OF
 TU0567'R.M. 1, 11.9 FEET EAST-NORTHEAST OF R.M. 2, IN A SMALL OPEN AREA USED
 TU0567'AS A FOOT PATH TO THE LIGHTHOUSE, AND ABOUT 2 FEET UNDER THE SAND.
 TU0567
 TU0567                          STATION RECOVERY (1970)
 TU0567
 TU0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU0567'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED.  THE
 TU0567'RECOVERY DESCRIPTION OF W.R. PORTER, 1963 HAS THE DESCRIPTION OF
 TU0567'REFERENCE MARKS NO. 1 AND NO. 2 REVERSED, BUT THE BOX SCORE IN
 TU0567'CORRECT ORDER.  A DISTANCE IN THE TO REACH DID NOT CHECK.  THE
 TU0567'RECOVERY DESCRIPTION OF C.A. ANNIS, 1969 IS IN ERROR IN REPORTING
 TU0567'THE PREVIOUS DESCRIPTION AS CORRECT.  A COMPLETE DESCRIPTION
 TU0567'FOLLOWS--
 TU0567'
 TU0567'STATION IS LOCATED ON KAENA POINT, THE WESTERNMOST POINT OF
 TU0567'OAHU, AT THE EAST SIDE OF THE LIGHTHOUSE, ON A PROMINENT SAND
 TU0567'DUNE ABOUT 45 FEET ABOVE SEA LEVEL, ABOUT 200 YARDS EAST FROM
 TU0567'THE EXTREME ROCKY POINT OF THE ISLAND.
 TU0567'
 TU0567'TO REACH FROM THE POST OFFICE IN WAIALUA, GO SOUTH ON GOODALE
 TU0567'AVENUE FOR 0.5 MILE, TURN RIGHT AND FOLLOW STATE HIGHWAY 99 WEST
 TU0567'FOR 6.6 MILES TO CAMP ERDMAN ON THE RIGHT, AND FURTHER WEST 0.9
 TU0567'MILE TO THE END OF PAVEMENT, CONTINUE WESTERLY ALONG COAST ROAD
 TU0567'FOR 2.3 MILES TO A FORK AT THE POINT WHERE THE POWER LINE BEGINS
 TU0567'BENDING TO THE SOUTH.  TAKE RIGHT FORK AND FOLLOW TRACK ROAD
 TU0567'WESTERLY FOR 0.4 MILE TO END OF ROAD IN SAND JUST BEFORE
 TU0567'REACHING DUNE.  WALK WEST 100 YARDS TO TOP OF DUNE AND
 TU0567'STATION.  (NOTE--THE ROAD IS ROUGH AT POINTS AND
 TU0567'BECOMES ALMOST IMPASSABLE IN WEST WEATHER AFTER END OF
 TU0567'PAVEMENT.)
 TU0567'
 TU0567'STATION MARK IS A 3X4 INCH BRASS PLATE, STAMPED US ENG ELEV, SET
 TU0567'IN THE TOP OF A BADLY CHIPPED, 6 INCH SQUARE CONCRETE POST.  IT
 TU0567'IS IN A SMALL, OPEN SAND AREA SURROUNDED BY NAUPAKA BRUSH, ABOUT
 TU0567'15 FEET EAST OF CENTER OF LIGHTHOUSE AND ABOUT 1/2 FOOT BELOW
 TU0567'SURFACE OF SAND.  A 1/4 INCH BRASS PLUG PROJECTS 1/4 INCH FROM
 TU0567'THE CENTER OF THE BRASS PLATE.
 TU0567'
 TU0567'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED KAENA POINT USE
 TU0567'NO 1 1914 1963, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 TU0567'AN OLD 9X9 FOOT CONCRETE FOUNDATION THAT SETS AT THE NORTH SIDE OF
 TU0567'THE LIGHTHOUSE FOUNDATION.  THE MARK IS ABOUT 13-1/2 FEET NORTH OF
 TU0567'THE CENTER OF THE LIGHTHOUSE AND ABOUT 1 FOOT LOWER THAN
 TU0567'STATION.  THE MARK ARROW POINTS WESTERLY OF THE ACTUAL STATION
 TU0567'LOCATION.
 TU0567'
 TU0567'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED KAENA POINT USE
 TU0567'NO 2 1914 1963, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER
 TU0567'OF THE 9X9 FOOT CONCRETE FOUNDATION OF THE LIGHTHOUSE.  IT IS
 TU0567'ABOUT 1 FOOT LOWER THAN STATION, COVERED WITH SAND, AND SLIGHTLY
 TU0567'BATTERED.
 TU0567'
 TU0567'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0567'9 MILES WEST OF WAIALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2339 ***********************************************************************
 TU2339  DESIGNATION -  KAENA POINT
 TU2339  PID         -  TU2339
 TU2339  STATE/COUNTY-  HI/HAWAII
 TU2339  USGS QUAD   -  KALAPANA (1994)
 TU2339
 TU2339                         *CURRENT SURVEY CONTROL
 TU2339  ___________________________________________________________________
 TU2339* NAD 83(1993)-  19 16 52.26824(N)    155 07 17.29711(W)     ADJUSTED  
 TU2339* LOCAL TIDAL -        23.9    (meters)      78.     (feet)  VERT ANG  
 TU2339  ___________________________________________________________________
 TU2339  EPOCH DATE  -        1993.62
 TU2339  LAPLACE CORR-         -16.09  (seconds)                    DEFLEC99
 TU2339  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU2339
 TU2339  HORZ ORDER  -  FIRST
 TU2339
 TU2339.The horizontal coordinates were established by classical geodetic methods
 TU2339.and adjusted by the National Geodetic Survey in December 1998..
 TU2339.The horizontal coordinates are valid at the epoch date displayed above.
 TU2339.The epoch date for horizontal control is a decimal equivalence
 TU2339.of Year/Month/Day.
 TU2339
 TU2339.The orthometric height was determined by vertical angle observations.
 TU2339
 TU2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2339
 TU2339.The geoid height was determined by GEOID03.
 TU2339
 TU2339;                    North         East     Units Scale Factor Converg.
 TU2339;SPC HI 1     -    49,615.753   539,787.512   MT  0.99998623   +0 07 30.0
 TU2339;UTM  05      - 2,133,303.850   277,052.985   MT  1.00021445   -0 42 02.9
 TU2339
 TU2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2339!SPC HI 1     -   0.99999369  x   0.99998623  =   0.99997992
 TU2339!UTM  05      -   0.99999369  x   1.00021445  =   1.00020814
 TU2339
 TU2339:                Primary Azimuth Mark                     Grid Az
 TU2339:SPC HI 1     -  PUNAU                                    020 56 17.7
 TU2339:UTM  05      -  PUNAU                                    021 45 50.6
 TU2339
 TU2339|---------------------------------------------------------------------|
 TU2339| PID    Reference Object                     Distance      Geod. Az  |
 TU2339|                                                           dddmmss.s |
 TU2339| TU2338 PUNAU                               APPROX. 4.6 KM 0210347.7 |
 TU2339| CN5263 KAENA POINT RM 2                     20.455 METERS 07527     |
 TU2339| CN5262 KAENA POINT RM 1                     16.738 METERS 35844     |
 TU2339|---------------------------------------------------------------------|
 TU2339
 TU2339                          SUPERSEDED SURVEY CONTROL
 TU2339
 TU2339  NAD 83(1986)-  19 16 52.22177(N)    155 07 17.32534(W) AD(       ) 1
 TU2339  OLD HI      -  19 17 03.08299(N)    155 07 27.33366(W) AD(       ) 1
 TU2339
 TU2339.Superseded values are not recommended for survey control.
 TU2339.NGS no longer adjusts projects to the OLD HI datum.
 TU2339.See file dsdata.txt to determine how the superseded data were derived.
 TU2339
 TU2339_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7705333304(NAD 83)
 TU2339_MARKER: DD = SURVEY DISK
 TU2339_SETTING: 0 = UNSPECIFIED SETTING
 TU2339_MARK LOGO: USGS  
 TU2339_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2339+STABILITY: POSITION/ELEVATION WELL
 TU2339
 TU2339  HISTORY     - Date     Condition        Report By
 TU2339  HISTORY     - 1977     MONUMENTED       USGS
 TU2339  HISTORY     - 19791001 GOOD             NOS
 TU2339
 TU2339                          STATION DESCRIPTION
 TU2339
 TU2339'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LAC)
 TU2339'THE STATION IS LOCATED ABOUT 24 MILES EAST-NORTHEAST OF PAHALA, 15
 TU2339'MILES SOUTHEAST OF VOLCANO, 11 MILES SOUTHWEST OF KALAPANA, 1 MILE
 TU2339'NORTHEAST OF KAENA POINT, 200 YARDS SOUTH OF STATE HIGHWAY 13 AT
 TU2339'CURVE, 250 YARDS NORTH OF THE COASTLINE AND ON A SMALL PAHOEHOE
 TU2339'LAVA MOUND.
 TU2339'
 TU2339'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 32
 TU2339'AT THE EAST EDGE OF PAHOA, GO SOUTHWESTERLY ON HIGHWAY 13 FOR 9.1
 TU2339'MILES TO ROAD FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTHWESTERLY
 TU2339'ON HIGHWAY 13 FOR 5.5 MILES TO VOLCANO NATIONAL PARK
 TU2339'HEADQUARTERS.  CONTINUE SOUTHWESTERLY ON HIGHWAY 13 FOR 7.3 MILES
 TU2339'TO A RIGHT HAND CURVE.  PACK SOUTH ACROSS PAHOEHOE LAVA TO THE
 TU2339'STATION SITE.  A FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN TO THE
 TU2339'STATION SITE.
 TU2339'
 TU2339'THE STATION MARK IS A USGS DISK STAMPED, KAENA PT 1961, CEMENTED
 TU2339'IN A DRILL HOLE IN THE TOP OF A MOUND OF PAHOEHOE LAVA.
 TU2339'
 TU2339'REFERENCE MARK 1, STAMPED NO. 1 1961, IS A USGS DISK CEMENTED IN
 TU2339'A DRILL HOLE IN PAHOEHOE LAVA ABOUT FOUR FEET LOWER THAN THE
 TU2339'STATION.
 TU2339'
 TU2339'REFERENCE MARK 2, STAMPED NO. 2 1961, IS A USGS DISK CEMENTED IN
 TU2339'A DRILL HOLE IN PAHOEHOE LAVA ABOUT THREE FEET LOWER THAN THE
 TU2339'STATION.
 TU2339'
 TU2339'THIS STATION IS LOCATED ON NATIONAL PARK PROPERTY.
 TU2339'
 TU2339'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2339'
 TU2339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2339'11 MILES SOUTHWEST OF KALAPANA.
 TU2339
 TU2339                          STATION RECOVERY (1979)
 TU2339
 TU2339'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2339'RECOVERED AS DESCRIBED.  REFERENCE MARK 3 IS A STANDARD DISK
 TU2339'STAMPED---KAENA PT 1961-1979---CEMENTED IN A DRILL HOLE IN PAHOEHOE
 TU2339'LAVE ABOUT 20 FT (6.1 M) LOWER THAN THE STATION.  STATION TO RM 3 IS
 TU2339'SOUTH ABOUT 237 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1604 ***********************************************************************
 TU1604  DESIGNATION -  KAENA POINT LIGHT
 TU1604  PID         -  TU1604
 TU1604  STATE/COUNTY-  HI/HONOLULU
 TU1604  USGS QUAD   -  
 TU1604
 TU1604                         *CURRENT SURVEY CONTROL
 TU1604  ___________________________________________________________________
 TU1604* NAD 83(1993)-  21 34 27.64721(N)    158 16 45.80247(W)     ADJUSTED  
 TU1604* LOCAL TIDAL -        14.     (meters)      46.     (feet)  SCALED    
 TU1604  ___________________________________________________________________
 TU1604  EPOCH DATE  -        1993.62
 TU1604  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 TU1604  GEOID HEIGHT-          14.43  (meters)                     GEOID03
 TU1604
 TU1604  HORZ ORDER  -  THIRD
 TU1604
 TU1604.The horizontal coordinates were established by classical geodetic methods
 TU1604.and adjusted by the National Geodetic Survey in December 1998..
 TU1604.The horizontal coordinates are valid at the epoch date displayed above.
 TU1604.The epoch date for horizontal control is a decimal equivalence
 TU1604.of Year/Month/Day.
 TU1604
 TU1604.The orthometric height was scaled from a topographic map.
 TU1604
 TU1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1604
 TU1604.The geoid height was determined by GEOID03.
 TU1604
 TU1604;                    North         East     Units Scale Factor Converg.
 TU1604;SPC HI 3     -    45,164.562   471,064.535   MT  1.00000034   -0 06 09.8
 TU1604;UTM  04      - 2,385,886.807   574,603.387   MT  0.99966877   +0 15 54.0
 TU1604
 TU1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1604!SPC HI 3     -   0.99999553  x   1.00000034  =   0.99999587
 TU1604!UTM  04      -   0.99999553  x   0.99966877  =   0.99966430
 TU1604
 TU1604:                Primary Azimuth Mark                     Grid Az
 TU1604:SPC HI 3     -  BATH                                     077 05 54.3
 TU1604:UTM  04      -  BATH                                     076 43 50.5
 TU1604
 TU1604|---------------------------------------------------------------------|
 TU1604| PID    Reference Object                     Distance      Geod. Az  |
 TU1604|                                                           dddmmss.s |
 TU1604| TU0563 BATH                                APPROX. 1.7 KM 0765944.5 |
 TU1604| TU0567 KAENA POINT                           4.580 METERS 09013     |
 TU1604| TU1601 BOUNDARY MARK 1963                   62.443 METERS 27401     |
 TU1604|---------------------------------------------------------------------|
 TU1604
 TU1604                          SUPERSEDED SURVEY CONTROL
 TU1604
 TU1604  NAD 83(1986)-  21 34 27.59665(N)    158 16 45.81549(W) AD(       ) 3
 TU1604  OLD HI      -  21 34 38.98300(N)    158 16 55.77200(W) AD(       ) 3
 TU1604
 TU1604.Superseded values are not recommended for survey control.
 TU1604.NGS no longer adjusts projects to the OLD HI datum.
 TU1604.See file dsdata.txt to determine how the superseded data were derived.
 TU1604
 TU1604_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7460385887(NAD 83)
 TU1604
 TU1604  HISTORY     - Date     Condition        Report By
 TU1604  HISTORY     - UNK      MONUMENTED
 TU1604  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1604  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1604  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1604  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1604
 TU1604                          STATION DESCRIPTION
 TU1604
 TU1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1604'THE SUPERINTENDENT OF LIGHTHOUSE SERVICE ADVISES THAT THE
 TU1604'POSITION OF THIS LIGHT HAS NOT CHANGED SINCE DATE OF
 TU1604'ESTABLISHMENT, JUNE 30,1920.  IT IS A WHITE CONCRETE TOWER,
 TU1604'ABOUT 5 FEET SQUARE AT THE BASE, 21.5 FEET HIGH, ABOUT 160
 TU1604'METERS FROM THE EXTREME TIP OF THE POINT.  IT WAS OCCUPIED BY
 TU1604'LASHING THE TRIPOD OVER THE LAMP.
 TU1604
 TU1604                          STATION RECOVERY (1958)
 TU1604
 TU1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1604'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, THE
 TU1604'LIGHT HOUSE IS MAINTAINED AND IN OPERATION.
 TU1604'
 TU1604'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE FOLLOW THE
 TU1604'MAIN TRAVELED ROAD WEST AND NORTH FOR ABOUT 14.0 MILES TO KAENA
 TU1604'POINT AND THE STATION ON THE LEFT, PACK WEST ACROSS THE LIVE
 TU1604'SAND FOR 0.2 MILE TO THE LIGHT HOUSE AND THE STATION, BY
 TU1604'REMOVING THE LENS AND FINIAL A TRIPOD MAY BE SET UP OVER THE
 TU1604'CENTER OF THE LIGHT WITH THE LEGS ON THE CONCRETE FLOOR.
 TU1604'
 TU1604'THE STATION MAY ALSO BE REACHED FROM THE OTHER SIDE OF THE
 TU1604'ISLAND BY TAKING THE PAVED ROAD PAST DILLINGHAM AIR FORCE
 TU1604'BASE TO KAENA POINT.
 TU1604
 TU1604                          STATION RECOVERY (1963)
 TU1604
 TU1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1604'STATION WAS RECOVERED AND FOUND IN GOOD CONDITON.  THE DRILL
 TU1604'HOLE IN WHICH ONE OF THE 3 BOUNDARY MARKS WAS SET, WAS
 TU1604'RECOVERED.  THERE IS CEMENT AROUND THE HOLE BUT THE MARK HAS
 TU1604'BEEN REMOVED.  THE OTHER TWO BOUNDARY MARKS, WITH NO DISTANCES
 TU1604'RECORDED, WERE NOT SEARCHED FOR.  A COMPLETE DESCRIPTION
 TU1604'FOLLOWS--
 TU1604'
 TU1604'STATION IS LOCATED ON KAENA POINT, THE WESTERNMOST POINT OF OAHU,
 TU1604'ON A PROMINENT SAND DUNE ABOUT 50 FEET ABOVE SEA LEVEL, ABOUT 200
 TU1604'YARDS EAST FROM THE EXTREME ROCKY POINT OF THE ISLAND.
 TU1604'
 TU1604'TO REACH STATION FROM THE POST OFFICE IN WAIALUA, GO SOUTH ON
 TU1604'GOODALE AVENUE FOR 0.5 MILE.  TURN RIGHT AND FOLLOW STATE HIGHWAY
 TU1604'99 WEST FOR 7.0 MILES TO CAMP ERDMAN ON THE RIGHT.  CONTINUE
 TU1604'WEST, ALONG COAST-LINE, FOR 3.6 MILES TO FORK OPPOSITE OLD
 TU1604'BEACH SHACK.  TAKE RIGHT FORK AND FOLLOW OLD TRACK ROAD WESTERLY
 TU1604'FOR 0.2 MILE TO END OF ROAD IN SAND JUST BEFORE REACHING
 TU1604'DUNE.  WALK WEST ABOUT 150 YARDS TO STATION. (NOTE--THE ROAD
 TU1604'BECOMES VERY ROUGH, AND ALMOST IMPASSABLE IN WET WEATHER,
 TU1604'AFTER LEAVING CAMP ERDMAN.)
 TU1604'
 TU1604'STATION IS CENTER OF KAENA POINT LIGHTHOUSE.  A 4-FOOT-SQUARE,
 TU1604'CONCRETE STRUCTURE, PAINTED WHITE, AND TAPERING SLIGHTLY TO THE
 TU1604'WOODEN PLATFORM WHICH IS 16 FEET ABOVE GROUND.  A CLEAR GLASS
 TU1604'LIGHT, 1.8 FEET LONG AND 1 FOOT DIAMETER, SETS ON A BASE
 TU1604'ABOVE THE PLATFORM.  TOP OF LIGHT IS 20-1/2 FEET ABOVE
 TU1604'GROUND.  THE LIGHTHOUSE SETS ON A 9-FOOT-SQUARE, CONCRETE
 TU1604'FOUNDATION.  A SIMILAR CONCRETE FOUNDATION IS AT THE NORTH
 TU1604'SIDE OF THE LIGHTHOUSE.
 TU1604'
 TU1604'THE BOUNDARY MARK DRILLHOLE IS A 1-INCH-DIAMETER HOLE IN THE
 TU1604'TOP OF A ROUND-TOPPED BOULDER ON THE WEST SLOPE OF THE
 TU1604'DUNE.  IT IS IN A GROUP OF BOULDER, PROJECTS ABOUT 3 FEET ABOVE
 TU1604'GROUND, AND IS 24.72 FEET LOWER THAN BASE OF LIGHTHOUSE.
 TU1604
 TU1604                          STATION RECOVERY (1970)
 TU1604
 TU1604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1604'STATION AND BOUNDARY MARK (DRILLHOLE) WERE RECOVERED.  THE OTHER
 TU1604'TWO BOUNDARY MARKS, WITH NO DISTANCES RECORDED WERE NOT
 TU1604'SEARCHED FOR.  SOME STATION DIFFERENCES WERE NOTED FROM THE
 TU1604'RECOVERY DESCRIPTION OF W.R. PORTER, 1963 AND A DISTANCE IN THE
 TU1604'TO REACH DID NOT CHECK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1604'
 TU1604'STATION IS LOCATED ON KAENA POINT, THE WESTERNMOST POINT OF
 TU1604'OAHU, ON A PROMINENT SAND DUNE ABOUT 45 FEET ABOVE SEA LEVEL,
 TU1604'ABOUT 200 YARDS EAST FROM THE EXTREME ROCKY POINT OF THE ISLAND.
 TU1604'
 TU1604'TO REACH FROM THE POST OFFICE IN WAIALUA, GO SOUTH ON GOODALE
 TU1604'AVENUE FOR 0.5 MILE, TURN RIGHT AND FOLLOW STATE HIGHWAY 99
 TU1604'WEST FOR 6.6 MILES TO CAMP ERDMAN ON THE RIGHT, AND FURTHER
 TU1604'WEST 0.9 MILE TO THE END OF PAVEMENT, CONTINUE WESTERLY ALONG
 TU1604'COAST ROAD FOR 2.3 MILES TO A FORK AT THE POINT WHERE THE POWER
 TU1604'LINE BEGINS BENDING TO THE SOUTH.  TAKE RIGHT FORK AND FOLLOW
 TU1604'TRACK ROAD WESTERLY FOR 0.4 MILE TO END OF ROAD IN SAND JUST
 TU1604'BEFORE REACHING DUNE.  WALK WEST 100 YARDS TO TOP OF DUNE AND
 TU1604'STATION.  (NOTE--THE ROAD IS ROUGH AT POINTS AND BECOMES
 TU1604'ALMOST IMPASSABLE IN WET WEATHER AFTER THE END OF PAVEMENT.)
 TU1604'
 TU1604'STATION IS CENTER OF KAENA POINT LIGHTHOUSE, A 4 FOOT SQUARE
 TU1604'CONCRETE STRUCTURE, PAINTED WHITE, AND TAPERING SLIGHTLY TO THE
 TU1604'CONCRETE PLATFORM WHICH IS 16 FEET ABOVE THE GROUND.  A CLEAR
 TU1604'PLASTIC LIGHT, 1.8 FEET HIGH AND 1 FOOT DIAMETER, SETS ON A
 TU1604'BASE ABOVE THE PLATFORM.  TOP OF LIGHT IS 20-1/2 FEET ABOVE
 TU1604'THE GROUND.  THE LIGHTHOUSE SETS ON A 9 FOOT SQUARE CONCRETE
 TU1604'FOUNDATION.  A SIMILAR CONCRETE FOUNDATION IS AT THE NORTH SIDE
 TU1604'OF THE LIGHTHOUSE.
 TU1604'
 TU1604'THE BOUNDARY MARK (DRILLHOLE) IS A 1 INCH DIAMETER HOLE IN THE
 TU1604'TOP OF A ROUND TOPPED BOULDER ON THE WEST SLOPE OF THE DUNE.  IT
 TU1604'IS IN GROUP OF BOULDERS, PROJECTS ABOUT 3 FEET ABOVE GROUND, AND
 TU1604'IS REPORTEDLY 24.72 FEET LOWER THAN BASE OF LIGHTHOUSE.
 TU1604'
 TU1604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1604'9 MILES WEST OF WAIALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1575 ***********************************************************************
 TU1575  DESIGNATION -  KAENA POINT RADAR DOME
 TU1575  PID         -  TU1575
 TU1575  STATE/COUNTY-  HI/HONOLULU
 TU1575  USGS QUAD   -  KAENA (1983)
 TU1575
 TU1575                         *CURRENT SURVEY CONTROL
 TU1575  ___________________________________________________________________
 TU1575* NAD 83(1993)-  21 33 44.16260(N)    158 14 31.58290(W)     ADJUSTED  
 TU1575* LOCAL TIDAL -                                                        
 TU1575  ___________________________________________________________________
 TU1575  EPOCH DATE  -        1993.62
 TU1575  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 TU1575  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU1575
 TU1575  HORZ ORDER  -  THIRD
 TU1575
 TU1575.The horizontal coordinates were established by classical geodetic methods
 TU1575.and adjusted by the National Geodetic Survey in December 1998..
 TU1575.The horizontal coordinates are valid at the epoch date displayed above.
 TU1575.The epoch date for horizontal control is a decimal equivalence
 TU1575.of Year/Month/Day.
 TU1575
 TU1575
 TU1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1575
 TU1575.The geoid height was determined by GEOID03.
 TU1575
 TU1575;                    North         East     Units Scale Factor Converg.
 TU1575;SPC HI 3     -    43,820.657   474,923.776   MT  0.99999777   -0 05 20.3
 TU1575;UTM  04      - 2,384,568.122   578,469.908   MT  0.99967609   +0 16 42.8
 TU1575
 TU1575                          SUPERSEDED SURVEY CONTROL
 TU1575
 TU1575  NAD 83(1986)-  21 33 44.11304(N)    158 14 31.59626(W) AD(       ) 4
 TU1575  OLD HI      -  21 33 55.52391(N)    158 14 41.50216(W) AD(       ) 3
 TU1575
 TU1575.Superseded values are not recommended for survey control.
 TU1575.NGS no longer adjusts projects to the OLD HI datum.
 TU1575.See file dsdata.txt to determine how the superseded data were derived.
 TU1575
 TU1575_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7847084568(NAD 83)
 TU1575
 TU1575  HISTORY     - Date     Condition        Report By
 TU1575  HISTORY     - 1969     MONUMENTED       CGS
 TU1575
 TU1575                          STATION DESCRIPTION
 TU1575
 TU1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1575'THE STATION IS A SMALL ROUND BALL ON THE TOP OF THE BIG RADAR
 TU1575'DOME, LOCATED AT KAENA POINT ON INSTRUMENTATION SQDN KAENA
 TU1575'PT. TRACKING STATION 6593 RD. SYSTEMS ORG.  IT IS A STANDARD
 TU1575'U.S. AIR FORCE RADAR DOME 100 FEET IN DIAMETER AND 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1589 ***********************************************************************
 TU1589  DESIGNATION -  KAENA POINT RADIO MAST
 TU1589  PID         -  TU1589
 TU1589  STATE/COUNTY-  HI/HONOLULU
 TU1589  USGS QUAD   -  KAENA (1983)
 TU1589
 TU1589                         *CURRENT SURVEY CONTROL
 TU1589  ___________________________________________________________________
 TU1589* NAD 83(1993)-  21 33 43.45854(N)    158 14 52.92532(W)     ADJUSTED  
 TU1589* LOCAL TIDAL -                                                        
 TU1589  ___________________________________________________________________
 TU1589  EPOCH DATE  -        1993.62
 TU1589  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 TU1589  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU1589
 TU1589  HORZ ORDER  -  THIRD
 TU1589
 TU1589.The horizontal coordinates were established by classical geodetic methods
 TU1589.and adjusted by the National Geodetic Survey in December 1998..
 TU1589.The horizontal coordinates are valid at the epoch date displayed above.
 TU1589.The epoch date for horizontal control is a decimal equivalence
 TU1589.of Year/Month/Day.
 TU1589
 TU1589
 TU1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1589
 TU1589.The geoid height was determined by GEOID03.
 TU1589
 TU1589;                    North         East     Units Scale Factor Converg.
 TU1589;SPC HI 3     -    43,799.968   474,309.698   MT  0.99999815   -0 05 28.2
 TU1589;UTM  04      - 2,384,543.502   577,856.174   MT  0.99967490   +0 16 34.9
 TU1589
 TU1589                          SUPERSEDED SURVEY CONTROL
 TU1589
 TU1589  NAD 83(1986)-  21 33 43.40885(N)    158 14 52.93878(W) AD(       ) 4
 TU1589  OLD HI      -  21 33 54.81959(N)    158 15 02.84543(W) AD(       ) 3
 TU1589
 TU1589.Superseded values are not recommended for survey control.
 TU1589.NGS no longer adjusts projects to the OLD HI datum.
 TU1589.See file dsdata.txt to determine how the superseded data were derived.
 TU1589
 TU1589_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7785684544(NAD 83)
 TU1589
 TU1589  HISTORY     - Date     Condition        Report By
 TU1589  HISTORY     - 1969     MONUMENTED       CGS
 TU1589
 TU1589                          STATION DESCRIPTION
 TU1589
 TU1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1589'THE STATION IS THE RED LIGHT ON TOP OF THE MAST, LOCATED AT
 TU1589'KAENA POINT ON INSTRUMENTATION SQDN KAENA PT. TRACKING STATION
 TU1589'6593 RD. SYSTEMS ORG.  IT IS A STANDARD RADIO MAST PAINTED RED
 TU1589'AND WHITE WITH 3 SMALL CROSS BAR ANTENNAS AT THE TOP AND IT IS
 TU1589'300 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0566 ***********************************************************************
 TU0566  DESIGNATION -  KAENA POINT RM 1
 TU0566  PID         -  TU0566
 TU0566  STATE/COUNTY-  HI/HONOLULU
 TU0566  USGS QUAD   -  
 TU0566
 TU0566                         *CURRENT SURVEY CONTROL
 TU0566  ___________________________________________________________________
 TU0566* NAD 83(1986)-  21 34 27.     (N)    158 16 44.     (W)     SCALED    
 TU0566* LOCAL TIDAL -        13.895  (meters)      45.59   (feet)  ADJ UNCH  
 TU0566  ___________________________________________________________________
 TU0566  GEOID HEIGHT-          14.43  (meters)                     GEOID03
 TU0566
 TU0566  VERT ORDER  -  FIRST     CLASS II
 TU0566
 TU0566.The horizontal coordinates were scaled from a topographic map and have
 TU0566.an estimated accuracy of +/- 6 seconds.
 TU0566
 TU0566.The orthometric height was key entered from printed documents
 TU0566.and not key verified.
 TU0566
 TU0566.The geoid height was determined by GEOID03.
 TU0566
 TU0566;                    North         East    Units  Estimated Accuracy
 TU0566;SPC HI 3     -    45,150.      471,120.      MT  (+/- 180 meters Scaled)
 TU0566
 TU0566                          SUPERSEDED SURVEY CONTROL
 TU0566
 TU0566.No superseded survey control is available for this station.
 TU0566
 TU0566_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ746858(NAD 83)
 TU0566_MARKER: DR = REFERENCE MARK DISK
 TU0566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0566_SP_SET: FOUNDATION
 TU0566_STAMPING: KAENA POINT USE NO 1 1914 1963
 TU0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0566
 TU0566  HISTORY     - Date     Condition        Report By
 TU0566  HISTORY     - 1963     MONUMENTED       DOD
 TU0566  HISTORY     - 1969     GOOD             NGS
 TU0566
 TU0566                          STATION DESCRIPTION
 TU0566
 TU0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0566'11.8 MI W FROM WAIALUA.
 TU0566'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0566'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 3.3 MILES WEST
 TU0566'ALONG A DIRT AND ROCK ROAD, AT KAENA POINT LIGHTHOUSE, IN THE TOP OF A
 TU0566'9- BY 9-FOOT CONCRETE FOUNDATION, 8.5 FEET NORTH OF THE NORTHWEST
 TU0566'CORNER OF THE LIGHTHOUSE, 19.55 FEET WEST-NORTHWEST OF THE STATION,
 TU0566'15.8 FEET NORTHWEST OF R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0568 ***********************************************************************
 TU0568  DESIGNATION -  KAENA POINT RM 2
 TU0568  PID         -  TU0568
 TU0568  STATE/COUNTY-  HI/HONOLULU
 TU0568  USGS QUAD   -  
 TU0568
 TU0568                         *CURRENT SURVEY CONTROL
 TU0568  ___________________________________________________________________
 TU0568* NAD 83(1986)-  21 34 27.     (N)    158 16 46.     (W)     SCALED    
 TU0568* LOCAL TIDAL -        13.741  (meters)      45.08   (feet)  ADJ UNCH  
 TU0568  ___________________________________________________________________
 TU0568  GEOID HEIGHT-          14.43  (meters)                     GEOID03
 TU0568
 TU0568  VERT ORDER  -  FIRST     CLASS II
 TU0568
 TU0568.The horizontal coordinates were scaled from a topographic map and have
 TU0568.an estimated accuracy of +/- 6 seconds.
 TU0568
 TU0568.The orthometric height was key entered from printed documents
 TU0568.and not key verified.
 TU0568
 TU0568.The geoid height was determined by GEOID03.
 TU0568
 TU0568;                    North         East    Units  Estimated Accuracy
 TU0568;SPC HI 3     -    45,150.      471,060.      MT  (+/- 180 meters Scaled)
 TU0568
 TU0568                          SUPERSEDED SURVEY CONTROL
 TU0568
 TU0568.No superseded survey control is available for this station.
 TU0568
 TU0568_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ745858(NAD 83)
 TU0568_MARKER: DR = REFERENCE MARK DISK
 TU0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0568_SP_SET: FOUNDATION
 TU0568_STAMPING: KAENA POINT USE NO 2 1914 1963
 TU0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0568
 TU0568  HISTORY     - Date     Condition        Report By
 TU0568  HISTORY     - 1963     MONUMENTED       DOD
 TU0568  HISTORY     - 1969     GOOD             NGS
 TU0568
 TU0568                          STATION DESCRIPTION
 TU0568
 TU0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0568'11.8 MI W FROM WAIALUA.
 TU0568'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0568'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 3.3 MILES WEST
 TU0568'ALONG A DIRT AND ROCK ROAD, AT KAENA LIGHTHOUSE, IN THE TOP OF THE
 TU0568'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE LIGHTHOUSE, 2.5
 TU0568'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE LIGHTHOUSE, 11.9 FEET
 TU0568'WEST-SOUTHWEST OF THE STATION, 15.8 FEET SOUTHEAST OF R.M. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1597 ***********************************************************************
 TU1597  DESIGNATION -  KAENA S
 TU1597  PID         -  TU1597
 TU1597  STATE/COUNTY-  HI/HONOLULU
 TU1597  USGS QUAD   -  KAENA (1983)
 TU1597
 TU1597                         *CURRENT SURVEY CONTROL
 TU1597  ___________________________________________________________________
 TU1597* NAD 83(1993)-  21 34 23.59202(N)    158 16 18.07869(W)     ADJUSTED  
 TU1597* LOCAL TIDAL -       158.     (meters)     518.     (feet)  SCALED    
 TU1597  ___________________________________________________________________
 TU1597  EPOCH DATE  -        1993.62
 TU1597  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 TU1597  GEOID HEIGHT-          14.48  (meters)                     GEOID03
 TU1597
 TU1597  HORZ ORDER  -  THIRD
 TU1597
 TU1597.The horizontal coordinates were established by classical geodetic methods
 TU1597.and adjusted by the National Geodetic Survey in December 1998..
 TU1597.The horizontal coordinates are valid at the epoch date displayed above.
 TU1597.The epoch date for horizontal control is a decimal equivalence
 TU1597.of Year/Month/Day.
 TU1597
 TU1597.The orthometric height was scaled from a topographic map.
 TU1597
 TU1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1597
 TU1597.The geoid height was determined by GEOID03.
 TU1597
 TU1597;                    North         East     Units Scale Factor Converg.
 TU1597;SPC HI 3     -    45,038.427   471,861.895   MT  0.99999978   -0 05 59.6
 TU1597;UTM  04      - 2,385,765.831   575,401.276   MT  0.99967025   +0 16 04.1
 TU1597
 TU1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1597!SPC HI 3     -   0.99997289  x   0.99999978  =   0.99997267
 TU1597!UTM  04      -   0.99997289  x   0.99967025  =   0.99964315
 TU1597
 TU1597|---------------------------------------------------------------------|
 TU1597| PID    Reference Object                     Distance      Geod. Az  |
 TU1597|                                                           dddmmss.s |
 TU1597| CJ9514 KAENA S RM 2                         10.040 METERS 24513     |
 TU1597| TU1604 KAENA POINT LIGHT                   APPROX. 0.8 KM 2785321.4 |
 TU1597| CJ9513 KAENA S RM 1                         16.930 METERS 32505     |
 TU1597|---------------------------------------------------------------------|
 TU1597
 TU1597                          SUPERSEDED SURVEY CONTROL
 TU1597
 TU1597  NAD 83(1986)-  21 34 23.54134(N)    158 16 18.09106(W) AD(       ) 3
 TU1597  OLD HI      -  21 34 34.92800(N)    158 16 28.04600(W) AD(       ) 3
 TU1597
 TU1597.Superseded values are not recommended for survey control.
 TU1597.NGS no longer adjusts projects to the OLD HI datum.
 TU1597.See file dsdata.txt to determine how the superseded data were derived.
 TU1597
 TU1597_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7540185766(NAD 83)
 TU1597
 TU1597  HISTORY     - Date     Condition        Report By
 TU1597  HISTORY     - 1932     MONUMENTED       CGS
 TU1597  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1597  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1597
 TU1597                          STATION DESCRIPTION
 TU1597
 TU1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1597'ABOUT 0.6 MILE E OF KAENA POINT, ON THE RIDGE LEADING DOWN FROM
 TU1597'PUU PUEO, AT AN ELEVATION OF ABOUT 600 FEET, A SQUARE CONCRETE
 TU1597'OBSERVATION POST BUILT BY THE U.S. ARMY.  THE STATION IS THE CENTER
 TU1597'OF THE 2-INCH PIPE PROJECTING ABOUT 1-1/2 FEET THROUGH THE ROOF.
 TU1597'
 TU1597'A GOOD TRAIL LEADS UP TO THE STATION FROM THE N SIDE OF THE POINT
 TU1597'ABOUT 0.4 MILE E OF THE LIGHT.
 TU1597'
 TU1597'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1597
 TU1597                          STATION RECOVERY (1945)
 TU1597
 TU1597'RECOVERY NOTE BY US ARMY 1945
 TU1597'ABOUT 890 YARDS E OF KAENA POINT ON THE RIDGE LEADING DOWN FROM
 TU1597'PUU PUEO, AT AN ELEVATION OF 564 FEET.  THE STATION IS THE CENTER
 TU1597'OF THE 2-INCH PIPE PROJECTING ABOUT 1-1/2 FEET THROUGH ROOF OF
 TU1597'OLD OBSERVATION POST.  A NEW OBSERVATION POST HAS BEEN CONSTRUCTED
 TU1597'IMMEDIATELY IN FRONT OF OLD KAENA S.
 TU1597'
 TU1597'TO REACH STATION, DRIVE TO GATE WHICH IS LOCATED ABOUT 400 YARDS
 TU1597'OFF MAIN ROAD AND 600 YARDS E OF KAENA POINT LIGHTHOUSE.  THENCE
 TU1597'PROCEED UP STAIRS TO TRAIL AND CONTINUE UP TRAIL TO JUNCTION WITH
 TU1597'TRAIL OFF TO LEFT AND STATION SITE.  A GATE WILL BE SEEN JUST OFF
 TU1597'MAIN TRAIL BEFORE THE STATION SITE.
 TU1597'
 TU1597'STATION IS IN GOOD CONDITION, THOUGH ABANDONED.
 TU1597'
 TU1597'REFERENCE MARKS ARE U.S. MILITARY RESERVATION MARKERS SET IN
 TU1597'CONCRETE POSTS.  THEY ARE AS DESCRIBED AND IN GOOD CONDITION.
 TU1597
 TU1597                          STATION RECOVERY (1964)
 TU1597
 TU1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1597'STATION MARK AND REFERENCE MARK NUMBER TWO WERE RECOVERED IN GOOD
 TU1597'CONDITION.  REFERENCE MARK NUMBER ONE WAS SEARCHED FOR BY DISTANCE
 TU1597'AND ANGLE BUT WAS NOT FOUND AND IS BELIEVED DESTROYED BY
 TU1597'EROSION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1597'
 TU1597'STATION IS LOCATED AT KAENA POINT (THE WESTERNMOST POINT OF
 TU1597'OAHU), 1/2-MILE EAST OF KAENA POINT LIGHT, AT ABOUT 600 FEET
 TU1597'ELEVATION, ON THE ROOF OF AN OLD MILITARY OBSERVATION POST.
 TU1597'
 TU1597'TO REACH STATION FROM THE HIGHWAY OVERPASS AT WAIALUA, GO WEST ON
 TU1597'STATE HIGHWAY 99 FOR 7.0 MILES TO CAMP ERDMAN ON THE
 TU1597'RIGHT.  CONTINUE ON THE HIGHWAY FOR 3.4 MILES TO A FORK AT POWER
 TU1597'POLE NO. 208, 0.1 MILE BEFORE REACHING THE RIGHT FORK TO KAENA
 TU1597'POINT LIGHT.  TAKE LEFT FORK AND GO UP AROUND END OF RIDGE FOR
 TU1597'0.15 MILE TO END OF TRUCK TRAVEL BY CONCRETE CAMOUFLAGED BANK ON
 TU1597'LEFT.  CLIMB UP THIS BANK AND FOLLOW TRAIL UP RIDGE TO
 TU1597'STATION.  ABOUT A 20-MINUTE PACK.
 TU1597'
 TU1597'STATION IS THE CENTER OF A 2-INCH-DIAMETER IRON CAP ON THE TOP
 TU1597'OF AN IRON PIPE THAT PROJECTS 2 FEET FROM THE CONCRETE ROOF OF THE
 TU1597'OLD OBSERVATION POST.  A ROCK COVERING ON THE ROOF COMES UP TO
 TU1597'WITHIN 3 INCHES OF THE TOP OF THE PIPE.  STATION IS 5.5 FEET EAST
 TU1597'FROM WEST END OF ROOF AND 6.2 FEET WEST-NORTHWEST OF THE
 TU1597'NORTHWEST CORNER OF THE ROOF ENTRANCE OF THE OBSERVATION POST.  A
 TU1597'LATER OBSERVATION POST WAS CONSTRUCTED AT THE WEST END OF
 TU1597'THE OLD ONE THAT THE STATION IS ON.  THIS LATER ONE IS 4 FEET
 TU1597'LOWER AND THE TWO ARE SEPARATED BY 4 FEET.
 TU1597'
 TU1597'REFERENCE MARK NUMBER TWO IS A U.S. MILITARY RESERVATION BOUNDARY
 TU1597'MARK, WITH A LARGE CROSS IN THE CENTER AND STAMPED 4, SET IN THE
 TU1597'TOP OF A 7-INCH-SQUARE, CONCRETE POST FLUSH WITH THE GROUND.  IT
 TU1597'IS AT THE WEST EDGE OF THE OLD TRAIL, ABOVE A STONE BULKHEAD
 TU1597'SUPPORTING THE TRAIL AND IS 16.2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1881 ***********************************************************************
 TU1881  DESIGNATION -  KAEO
 TU1881  PID         -  TU1881
 TU1881  STATE/COUNTY-  HI/KAUAI
 TU1881  USGS QUAD   -  
 TU1881
 TU1881                         *CURRENT SURVEY CONTROL
 TU1881  ___________________________________________________________________
 TU1881* NAD 83(1993)-  21 54 00.07005(N)    160 08 11.28420(W)     ADJUSTED  
 TU1881* LOCAL TIDAL -       310.     (meters)    1017.     (feet)  SCALED    
 TU1881  ___________________________________________________________________
 TU1881  EPOCH DATE  -        1993.62
 TU1881  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 TU1881  GEOID HEIGHT-          14.95  (meters)                     GEOID03
 TU1881
 TU1881  HORZ ORDER  -  THIRD
 TU1881
 TU1881.The horizontal coordinates were established by classical geodetic methods
 TU1881.and adjusted by the National Geodetic Survey in December 1998..
 TU1881.The horizontal coordinates are valid at the epoch date displayed above.
 TU1881.The epoch date for horizontal control is a decimal equivalence
 TU1881.of Year/Month/Day.
 TU1881
 TU1881.The orthometric height was scaled from a topographic map.
 TU1881
 TU1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1881
 TU1881.The geoid height was determined by GEOID03.
 TU1881
 TU1881;                    North         East     Units Scale Factor Converg.
 TU1881;SPC HI 5     -    25,838.846   503,120.578   MT  1.00000012   +0 00 40.5
 TU1881;UTM  04      - 2,422,194.878   382,605.187   MT  0.99977028   -0 25 26.2
 TU1881
 TU1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1881!SPC HI 5     -   0.99994893  x   1.00000012  =   0.99994905
 TU1881!UTM  04      -   0.99994893  x   0.99977028  =   0.99971922
 TU1881
 TU1881:                Primary Azimuth Mark                     Grid Az
 TU1881:SPC HI 5     -  PANIAU                                   052 02 55.7
 TU1881:UTM  04      -  PANIAU                                   052 29 02.4
 TU1881
 TU1881|---------------------------------------------------------------------|
 TU1881| PID    Reference Object                     Distance      Geod. Az  |
 TU1881|                                                           dddmmss.s |
 TU1881| TU1870 PANIAU                              APPROX. 7.0 KM 0520336.2 |
 TU1881| TU1879 BARN SOUTH GABLE                    APPROX.10.5 KM 2495228.3 |
 TU1881| TU1880 DERRICK                             APPROX.10.6 KM 2500404.5 |
 TU1881| CJ9515 KAEO RM 1                                          26149     |
 TU1881| TU1883 SAND                                APPROX. 5.1 KM 3052113.5 |
 TU1881| CJ9516 KAEO RM 2                                          31654     |
 TU1881|---------------------------------------------------------------------|
 TU1881
 TU1881                          SUPERSEDED SURVEY CONTROL
 TU1881
 TU1881  NAD 83(1986)-  21 54 00.01771(N)    160 08 11.30826(W) AD(       ) 3
 TU1881  OLD HI      -  21 54 11.30800(N)    160 08 21.35700(W) AD(       ) 3
 TU1881
 TU1881.Superseded values are not recommended for survey control.
 TU1881.NGS no longer adjusts projects to the OLD HI datum.
 TU1881.See file dsdata.txt to determine how the superseded data were derived.
 TU1881
 TU1881_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK8260522195(NAD 83)
 TU1881_MARKER: Z = SEE DESCRIPTION
 TU1881_SETTING: 0 = UNSPECIFIED SETTING
 TU1881
 TU1881  HISTORY     - Date     Condition        Report By
 TU1881  HISTORY     - 1926     MONUMENTED       CGS
 TU1881  HISTORY     - 19970110 MARK NOT FOUND   USPSQD
 TU1881
 TU1881                          STATION DESCRIPTION
 TU1881
 TU1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1881'ON THE SOUTH AND HIGHEST POINT OF KAEO CONE, A 2-PEAKED CONE-SHAPED
 TU1881'MOUNTAIN SITUATED IN THE CENTRAL PORTION OF THE ISLAND
 TU1881'OF NIIHAU AND RISING GENTLY FROM A LOW PLATEAU.  STATION MARKED
 TU1881'BY A STANDARD DISK STATION MARK CEMENTED INTO A DRILL HOLE IN
 TU1881'A LARGE FIRMLY EMBEDDED ROCK.  TWO REFERENCE MARKS WERE
 TU1881'ESTABLISHED--NO. 1, A STANDARD BRASS DISK CEMENTED IN ROCK,
 TU1881'AND 3.567 METERS (11.70 FEET), FROM STATION IN AZIMUTH
 TU1881'81 DEG 49 MIN.  NO. 2, A TACK CEMENTED INTO A DRILL HOLE IN
 TU1881'THE ROCK, AND DISTANT 1.255 METERS (4.12 FEET), IN AZIMUTH
 TU1881'136 DEG 54 MIN.  THE TWO DISKS WERE STAMPED KAEO AND 1926.
 TU1881
 TU1881                          STATION RECOVERY (1997)
 TU1881
 TU1881'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3070 ***********************************************************************
 TU3070  DESIGNATION -  KAEO
 TU3070  PID         -  TU3070
 TU3070  STATE/COUNTY-  HI/MAUI
 TU3070  USGS QUAD   -  NAPILI (1997)
 TU3070
 TU3070                         *CURRENT SURVEY CONTROL
 TU3070  ___________________________________________________________________
 TU3070* NAD 83(1993)-  20 58 19.22941(N)    156 37 08.53540(W)     ADJUSTED  
 TU3070* LOCAL TIDAL -       513.0    (meters)    1683.     (feet)  VERT ANG  
 TU3070  ___________________________________________________________________
 TU3070  EPOCH DATE  -        1993.62
 TU3070  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 TU3070  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3070
 TU3070  HORZ ORDER  -  FIRST
 TU3070
 TU3070.The horizontal coordinates were established by classical geodetic methods
 TU3070.and adjusted by the National Geodetic Survey in December 1998..
 TU3070.The horizontal coordinates are valid at the epoch date displayed above.
 TU3070.The epoch date for horizontal control is a decimal equivalence
 TU3070.of Year/Month/Day.
 TU3070
 TU3070.The orthometric height was determined by vertical angle observations.
 TU3070
 TU3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3070
 TU3070.The geoid height was determined by GEOID03.
 TU3070
 TU3070;                    North         East     Units Scale Factor Converg.
 TU3070;SPC HI 2     -    70,707.702   504,952.770   MT  0.99996697   +0 01 01.4
 TU3070;UTM  04      - 2,320,891.385   747,550.059   MT  1.00035737   +0 51 09.4
 TU3070
 TU3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3070!SPC HI 2     -   0.99991688  x   0.99996697  =   0.99988385
 TU3070!UTM  04      -   0.99991688  x   1.00035737  =   1.00027422
 TU3070
 TU3070|---------------------------------------------------------------------|
 TU3070| PID    Reference Object                     Distance      Geod. Az  |
 TU3070|                                                           dddmmss.s |
 TU3070| CN5269 KAEO RM 1                             4.995 METERS 09358     |
 TU3070| CN5270 KAEO RM 2                             4.383 METERS 18433     |
 TU3070| TU3128 HONO 1931                           APPROX. 8.1 KM 2435806.8 |
 TU3070| TU3071 FOREST RESERVE BDRY MARK 1950         6.952 METERS 34734     |
 TU3070|---------------------------------------------------------------------|
 TU3070
 TU3070                          SUPERSEDED SURVEY CONTROL
 TU3070
 TU3070  NAD 83(1986)-  20 58 19.18423(N)    156 37 08.51195(W) AD(       ) 1
 TU3070  OLD HI      -  20 58 30.75300(N)    156 37 18.68700(W) AD(       ) 1
 TU3070
 TU3070.Superseded values are not recommended for survey control.
 TU3070.NGS no longer adjusts projects to the OLD HI datum.
 TU3070.See file dsdata.txt to determine how the superseded data were derived.
 TU3070
 TU3070_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4755020891(NAD 83)
 TU3070_MARKER: Z = SEE DESCRIPTION
 TU3070_SETTING: 0 = UNSPECIFIED SETTING
 TU3070
 TU3070  HISTORY     - Date     Condition        Report By
 TU3070  HISTORY     - 1950     MONUMENTED       CGS
 TU3070  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3070
 TU3070                          STATION DESCRIPTION
 TU3070
 TU3070'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3070'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, WOODED, KNOLL
 TU3070'WHICH LIES ABOUT 8 MILES NORTHEAST OF LAHAINA, ABOUT 4 MILES
 TU3070'EAST OF KAHANA POINT, ABOUT 4 MILES SOUTH SOUTHEAST OF LIPOA
 TU3070'POINT AND ABOUT 0.2 MILE WEST OF HONOLUA STREAM.
 TU3070'
 TU3070'TO REACH FROM THE COURTHOUSE IN THE CITY OF LAIHAINA.  GO
 TU3070'NORTHERLY, ON THE ROAD WHICH LEADS TOWARD HONOKOHAU, FOR 10.3
 TU3070'MILES.  PASS THE HONOKOHAU SCHOOL AND CONTINUE NORTH FOR 0.4
 TU3070'MILE.  TURN RIGHT, ONTO A DIRT ROAD, AND GO EASTERLY, THROUGH
 TU3070'THE PINEAPPLE FIELDS, FOR 0.8 MILE.  TURN LEFT AND GO NORTHERLY,
 TU3070'CROSSING OVER A DEEP GULLY, FOR ABOUT 0.3 MILE.  TURN RIGHT
 TU3070'AND FOLLOW ALONG THE RIGHT HAND SIDE OF THE PINEAPPLE FIELDS
 TU3070'FOR 1.7 MILES TO PASTURE LAND.  PASS THROUGH A BOARD GATE AND
 TU3070'GO EASTERLY, ON A TRACK ROAD, FOR 0.45 MILE.  PASS THROUGH A
 TU3070'BOARD GATE AT A SMALL CORRAL AND FOLLOW THE TRACK ROAD
 TU3070'EASTERLY FOR 0.7 MILE TO THE END OF TRUCK TRAVEL.
 TU3070'
 TU3070'FROM THIS POINT PACK TO THE LEFT, NORTHEAST, FOR ABOUT 0.2 MILE
 TU3070'TO THE SUMMIT OF THE HILL AND THE STATION.
 TU3070'
 TU3070'THE STATION IS A STANDARD DISK, STAMPED KAEO 1950, BRAZED TO THE
 TU3070'TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 18 INCHES.
 TU3070'
 TU3070'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAEO NO 1
 TU3070'1950, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU3070'ABOUT 8 INCHES.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE
 TU3070'STATION.
 TU3070'
 TU3070'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAEO NO 2
 TU3070'1950, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU3070'ABOUT 8 INCHES.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS
 TU3070'THE STATION.
 TU3070'
 TU3070'THE FOREST RESERVE BOUNDARY MONUMENT IS THE CENTER OF A 3 INCH
 TU3070'IRON PIPE WHICH PROJECTS ABOUT 5 FEET.  A STEEL PLATE ON THE
 TU3070'TOP IS STAMPED FR TH.  IT IS LOCATED ABOUT 5 FEET LOWER THAN
 TU3070'THE STATION.
 TU3070
 TU3070                          STATION RECOVERY (1969)
 TU3070
 TU3070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3070'STATION MARK AND BOTH RMS WERE RECOVERED IN GOOD CONDITION.  THE
 TU3070'TOP OF THE FOREST RESERVE BOUNDARY MARK PIPE HAS RUSTED OFF AND
 TU3070'THE PLATE WITH THE LETTERS ON IT WAS FOUND ON THE GROUND.  THE
 TU3070'DIFFERENCE IN DISTANCE TO THE PIPE WAS NOTED AND CHECKED.  THE
 TU3070'1969 DISTANCE IS CORRECT.
 TU3070'
 TU3070'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF HONOKAHUA AND
 TU3070'7-1/2 MILES NORTHEAST OF LAHAINA, ON THE SUMMIT OF PUU KAEO, A
 TU3070'BRUSHY HILL OF ABOUT 1683 FEET ELEVATION THAT LIES ABOUT 1/2-MILE
 TU3070'SOUTH OF THE UPPER END OF THE PINEAPPLE FIELDS.
 TU3070'
 TU3070'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3070'ON PAPALAUA STREET FOR 0.2 MILE.  TURN LEFT AND GO NORTH ON
 TU3070'STATE HIGHWAY 30 FOR 10.3 MILES TO HONOKOHUA SCHOOL.  CONTINUE
 TU3070'FOR 0.6 MILE TO PINEAPPLE FIELD ON RIGHT.  TURN RIGHT AND FOLLOW
 TU3070'FIELD ROAD ALONG RIGHT SIDE OF PINEAPPLE FIELDS FOR 3.2 MILES
 TU3070'TO HEAD OF A DRAW.  BEAR RIGHT, ACROSS FIELD, THEN LEFT, FOR
 TU3070'0.25 MILE TO BOARD GATE ON RIGHT, AT RAIN GAUGE.  PACK
 TU3070'SOUTHERLY ALONG OLD ROAD ABOUT 1/2-MILE TO TOP OF GRADE WHERE
 TU3070'ROAD GOES DOWN TO RIGHT.  GO LEFT ABOUT 100 YARDS TO CREST
 TU3070'OF RIDGE, THEN LEFT ON OLD TRAIL FOR 30 YARDS.  GO RIGHT,
 TU3070'LEAVING TRAIL, UP FERN-COVERED SLOPE ABOUT 50 FEET TO
 TU3070'STATION.
 TU3070'
 TU3070'STATION MARK IS A STANDARD DISK STAMPED KAEO 1950, BRAZED TO
 TU3070'THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 14 INCHES FROM GROUND.
 TU3070'
 TU3070'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAEO NO 1
 TU3070'1950, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6
 TU3070'INCHES FROM GROUND AND IS 1 FOOT LOWER THAN STATION MARK.
 TU3070'
 TU3070'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAEO NO 2
 TU3070'1950, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 1
 TU3070'FOOT FROM GROUND.
 TU3070'
 TU3070'FOREST RESERVE BOUNDARY MARK IS A 3-INCH-DIAMETER, IRON PIPE,
 TU3070'WITH RUSTED, JAGGED TOP, THAT PROJECTS 4 FEET FROM GROUND.  A
 TU3070'METAL PLATE WITH LETTERS F R T H ON IT, AND AFFIXED TO A METAL
 TU3070'CAP, WAS FOUND BY THE PIPE.
 TU3070'
 TU3070'NOTE--TOP OF HILL IS COVERED WITH DENSE ULUHI FERN AND SOME
 TU3070'LOW, SCATTERED, OHIA BRUSH, AND LINES ARE EASILY CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3447 ***********************************************************************
 TU3447  DESIGNATION -  KAEO
 TU3447  PID         -  TU3447
 TU3447  STATE/COUNTY-  HI/MAUI
 TU3447  USGS QUAD   -  
 TU3447
 TU3447                         *CURRENT SURVEY CONTROL
 TU3447  ___________________________________________________________________
 TU3447* NAD 83(1993)-  21 12 47.06110(N)    157 13 44.52036(W)     ADJUSTED  
 TU3447* LOCAL TIDAL -       179.     (meters)     587.     (feet)  VERT ANG  
 TU3447  ___________________________________________________________________
 TU3447  EPOCH DATE  -        1993.62
 TU3447  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 TU3447  GEOID HEIGHT-          15.03  (meters)                     GEOID03
 TU3447
 TU3447  HORZ ORDER  -  SECOND
 TU3447
 TU3447.The horizontal coordinates were established by classical geodetic methods
 TU3447.and adjusted by the National Geodetic Survey in December 1998..
 TU3447.The horizontal coordinates are valid at the epoch date displayed above.
 TU3447.The epoch date for horizontal control is a decimal equivalence
 TU3447.of Year/Month/Day.
 TU3447
 TU3447.The orthometric height was determined by vertical angle observations.
 TU3447.No vertical observational check was made to the station.
 TU3447
 TU3447.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3447
 TU3447.The geoid height was determined by GEOID03.
 TU3447
 TU3447;                    North         East     Units Scale Factor Converg.
 TU3447;SPC HI 2     -    97,499.974   441,615.133   MT  1.00000877   -0 12 12.6
 TU3447;UTM  04      - 2,346,757.377   683,813.732   MT  1.00001754   +0 38 27.5
 TU3447
 TU3447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3447!SPC HI 2     -   0.99996950  x   1.00000877  =   0.99997827
 TU3447!UTM  04      -   0.99996950  x   1.00001754  =   0.99998704
 TU3447
 TU3447|---------------------------------------------------------------------|
 TU3447| PID    Reference Object                     Distance      Geod. Az  |
 TU3447|                                                           dddmmss.s |
 TU3447| CN5264 KAEO RM 1                            10.215 METERS 05136     |
 TU3447| CN5268 KAEO WM 3 CROSS                       2.100 METERS 10600     |
 TU3447| TU3462 OKE                                 APPROX. 4.8 KM 2100523.6 |
 TU3447| TU3458 HOCK                                APPROX. 3.7 KM 2133414.8 |
 TU3447| TU3451 EVE                                 APPROX. 3.3 KM 2141157.7 |
 TU3447| TU3461 DERRICK                             APPROX. 4.1 KM 2144959.6 |
 TU3447| CN5265 KAEO WM 1 CROSS                       3.925 METERS 21629     |
 TU3447| CN5266 KAEO RM 2                             3.815 METERS 26647     |
 TU3447| TU3464 ILIO PT COAST GUARD LORAN MAST      APPROX. 2.9 KM 2771647.5 |
 TU3447| CN5267 KAEO WM 2 CROSS                       1.946 METERS 30854     |
 TU3447|---------------------------------------------------------------------|
 TU3447
 TU3447                          SUPERSEDED SURVEY CONTROL
 TU3447
 TU3447  NAD 83(1986)-  21 12 47.01943(N)    157 13 44.47524(W) AD(       ) 2
 TU3447  OLD HI      -  21 12 58.48700(N)    157 13 54.62100(W) AD(       ) 2
 TU3447
 TU3447.Superseded values are not recommended for survey control.
 TU3447.NGS no longer adjusts projects to the OLD HI datum.
 TU3447.See file dsdata.txt to determine how the superseded data were derived.
 TU3447
 TU3447_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8381446757(NAD 83)
 TU3447
 TU3447  HISTORY     - Date     Condition        Report By
 TU3447  HISTORY     - 1925     MONUMENTED       CGS
 TU3447  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU3447  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3447  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3447  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3447
 TU3447                          STATION DESCRIPTION
 TU3447
 TU3447'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU3447'NEAR THE NORTHWEST CORNER OF MOLOKAI, ATOP OF A HILL OF THE SAME
 TU3447'NAME, RISING PROMINENTLY 2 MILES EAST OF ILIO POINT, AND 1/2 MILE
 TU3447'SOUTH OF THE NORTH SHORE OF THE ISLAND.  IN 1925 THREE CROSSES
 TU3447'WERE RECOVERED CUT IN IMMOVABLE DEEPLY SUNKEN ROCK, AT THE
 TU3447'FOLLOWING DISTANCES, WHICH AGREED WITHIN 0.1 FOOT WITH THE
 TU3447'DISTANCES GIVEN IN THE ORIGINAL DESCRIPTION.  NOS. 1 TO 2, 14.7
 TU3447'FEET.  NOS. 2 TO 3, 12.96 FEET.  AND NOS. 3 TO 1, 16.6 FEET.  A
 TU3447'HALF FOOT UNDERGROUND AND LESS THAN 1 FOOT NORTH OF THE CENTER
 TU3447'MARK POSITION WERE FOUND A 5/8 BY 12 INCH IRON BOLT, AND THE STEEL
 TU3447'TIP OF A SURVEYORS ROD.  A NEW MARK WAS PLACED CONSISTING OF A
 TU3447'STANDARD UNITED STATES COAST AND GEODETIC SURVEY BRONZE DISK
 TU3447'SET IN THE TOP OF A CONCRETE POST 8 INCHES SQUARE AND PROJECTING
 TU3447'1/2 FOOT ABOVE THE GROUND.  OVER THIS WAS PLACED A LOW CAIRN
 TU3447'OF ROCKS.  THE DISTANCES FROM THE REFERENCE CROSSES
 TU3447'ARE--FROM NO. 1, 12.87 FEET.  FROM NO. 2, 6.4 FEET.  FROM NO.
 TU3447'3, 6.9 FEET.
 TU3447
 TU3447                          STATION RECOVERY (1950)
 TU3447
 TU3447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3447'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TU3447'
 TU3447'STATION IS LOCATED ON PROPERTY OF THE MOLOKAI RANCH AND A KEY TO
 TU3447'LOCKED GATES MUST BE PROCURED FROM THEIR OFFICE.
 TU3447
 TU3447                          STATION RECOVERY (1962)
 TU3447
 TU3447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3447'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  TWO
 TU3447'REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS.
 TU3447'
 TU3447'STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES NORTH-NORTHWEST OF
 TU3447'THE VILLAGE OF MAUNA LOA, 2 MILES EAST OF THE EXTREME WEST TIP OF
 TU3447'ILIO POINT, AND 0.3 MILE SOUTH OF THE NORTH SHORE OF MOLOKAI
 TU3447'ISLAND, ON THE SUMMIT OF A ROCKY HILL OF 584 FEET ELEVATION, KNOWN
 TU3447'AS KAEO HILL.
 TU3447'
 TU3447'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3447'46 JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON
 TU3447'STATE HIGHWAY 46 FOR 7.1 MILES TO A FORK AND SIGN MAUNA LOA.  KEEP
 TU3447'ON HIGHWAY 46 FOR 5.75 MILES TO A DIRT CROSSROAD AT TOP OF GRADE,
 TU3447'AND SIGN ON RIGHT UNITED STATES COAST GUARD.  TURN RIGHT AND GO
 TU3447'NORTHWEST ON THE COAST GUARD ROAD FOR 0.65 MILE THROUGH THE
 TU3447'PINEAPPLE FIELD TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 TU3447'FOLLOW THE COAST GUARD ROAD FOR 4.15 MILES TO A BOARD GATE, JUST
 TU3447'PAST CORRALS, CONTINUE ON THE COAST GUARD ROAD FOR 0.65 MILE
 TU3447'TO A FORK, KEEP LEFT FORK LEADING TO THE COAST GUARD STATION FOR
 TU3447'1.3 MILES TO A CONCRETE WATER TANK ON THE RIGHT.  CONTINUE
 TU3447'AHEAD 0.3 MILE TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND
 TU3447'FOLLOW THE TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE HILL.  THE
 TU3447'STATION IS ABOUT 100 FEET SOUTH OF THIS POINT.
 TU3447'
 TU3447'STATION IS A STANDARD COAST AND GEODETIC DISK, UNSTAMPED, SET IN
 TU3447'THE TOP OF A 8 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES, 8
 TU3447'FEET SOUTH OF A 4X4 WHITE WITNESS POST.
 TU3447'
 TU3447'REFERENCE MARK 1, IS A STANDARD DISK, STAMPED, KAEO NO 1 1926 1962
 TU3447'CEMENTED IN A DRILL HOLE IN A ROUND BOULDER THAT PROJECTS ABOUT 18
 TU3447'INCHES.
 TU3447'
 TU3447'REFERENCE MARK 2, IS A STANDARD DISK, STAMPED, KAEO NO 2 1926
 TU3447'1962, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS
 TU3447'ABOUT 3 FEET ON THE SOUTHWEST SIDE AND ABOUT 1 FOOT ON THE
 TU3447'NORTHEAST SIDE, THE REFERENCE IS ABOUT LEVEL WITH THE STATION.
 TU3447
 TU3447                          STATION RECOVERY (1967)
 TU3447
 TU3447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3447'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3447'
 TU3447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3447'5-3/4 MILES NW OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2429 ***********************************************************************
 TU2429  DESIGNATION -  KAHAHA 1897
 TU2429  PID         -  TU2429
 TU2429  STATE/COUNTY-  HI/HAWAII
 TU2429  USGS QUAD   -  KEAIWA RESERVOIR (1981)
 TU2429
 TU2429                         *CURRENT SURVEY CONTROL
 TU2429  ___________________________________________________________________
 TU2429* NAD 83(1993)-  19 15 57.14951(N)    155 29 52.70127(W)     ADJUSTED  
 TU2429* LOCAL TIDAL -      1119.0    (meters)    3671.     (feet)  VERT ANG  
 TU2429  ___________________________________________________________________
 TU2429  EPOCH DATE  -        1993.62
 TU2429  LAPLACE CORR-         -12.35  (seconds)                    DEFLEC99
 TU2429  GEOID HEIGHT-          22.94  (meters)                     GEOID03
 TU2429
 TU2429  HORZ ORDER  -  THIRD
 TU2429
 TU2429.The horizontal coordinates were established by classical geodetic methods
 TU2429.and adjusted by the National Geodetic Survey in December 1998..
 TU2429.No horizontal observational check was made to the station.
 TU2429.The horizontal coordinates are valid at the epoch date displayed above.
 TU2429.The epoch date for horizontal control is a decimal equivalence
 TU2429.of Year/Month/Day.
 TU2429
 TU2429.The orthometric height was determined by vertical angle observations.
 TU2429
 TU2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2429
 TU2429.The geoid height was determined by GEOID03.
 TU2429
 TU2429;                    North         East     Units Scale Factor Converg.
 TU2429;SPC HI 1     -    47,877.581   500,213.123   MT  0.99996667   +0 00 02.4
 TU2429;UTM  05      - 2,132,135.651   237,443.529   MT  1.00045221   -0 49 28.9
 TU2429
 TU2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2429!SPC HI 1     -   0.99982052  x   0.99996667  =   0.99978720
 TU2429!UTM  05      -   0.99982052  x   1.00045221  =   1.00027265
 TU2429
 TU2429:                Primary Azimuth Mark                     Grid Az
 TU2429:SPC HI 1     -  KAMAKAIA                                 073 42 08.9
 TU2429:UTM  05      -  KAMAKAIA                                 074 31 40.2
 TU2429
 TU2429|---------------------------------------------------------------------|
 TU2429| PID    Reference Object                     Distance      Geod. Az  |
 TU2429|                                                           dddmmss.s |
 TU2429| TU2403 KAMAKAIA                            APPROX.13.9 KM 0734211.3 |
 TU2429| TU2422 KAUHAO                              403.259 METERS 0783904.2 |
 TU2429| TU2359 PUU ULA                             APPROX. 9.9 KM 1340905.1 |
 TU2429|---------------------------------------------------------------------|
 TU2429
 TU2429                          SUPERSEDED SURVEY CONTROL
 TU2429
 TU2429  NAD 83(1986)-  19 15 57.13413(N)    155 29 52.74270(W) AD(       ) 3
 TU2429  OLD HI      -  19 16 08.00000(N)    155 30 02.75900(W) AD(       ) 3
 TU2429
 TU2429.Superseded values are not recommended for survey control.
 TU2429.NGS no longer adjusts projects to the OLD HI datum.
 TU2429.See file dsdata.txt to determine how the superseded data were derived.
 TU2429
 TU2429_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3744432136(NAD 83)
 TU2429
 TU2429  HISTORY     - Date     Condition        Report By
 TU2429  HISTORY     - 1897     MONUMENTED       CGS
 TU2429  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2429
 TU2429                          STATION DESCRIPTION
 TU2429
 TU2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2429'THE STATION MARK WAS RECOVERED.  HOWEVER THE STONE AHU WAS NOT
 TU2429'RECOVERED.  AT THE TIME OF THIS SURVEY A PILE OF FERN LOGS
 TU2429'ABOUT 16 FEET IN DIAMETER AND 5 FOOT HIGH WAS FOUND OVER THE
 TU2429'STATION MARK.  THIS STATION WAS NOT OCCUPIED DURING THE 1949
 TU2429'SURVEY BUT WAS LOCATED BY DISTANCE AND DIRECTION FROM
 TU2429'TRIANGULATION STATION KAHAHA 2.  A NEW DESCRIPTION FOLLOWS--
 TU2429'
 TU2429'THE STATION IS LOCATED ON THE CREST OF A LOW RIDGE, HEAVILY
 TU2429'GROWN OVER WITH FERNS AND SCRUB TREES, WHICH LIES ABOUT 5
 TU2429'MILES NORTH OF PAHALA, ABOUT 3 MILES WEST SOUTHWEST OF THE
 TU2429'KAPAPALA RANCH, ABOUT 0.2 MILE NORTH OF THE WEST MOUTH OF A
 TU2429'WATER TUNNEL AND ABOUT 100 YARDS EAST OF A WELL MARKED
 TU2429'TRAIL.  IT IS 20.821 FEET NORTHWEST OF TRIANGULATION STATION
 TU2429'KAHAHA 2.
 TU2429'
 TU2429'FOR A DETAILED DESCRIPTION ON HOW TO REACH THIS STATION FROM
 TU2429'THE VILLAGE OF PAHALA, SEE THE DESCRIPTION ON TRIANGULATION
 TU2429'STATION KAHAHA 2 WHICH WAS ESTABLISHED IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2428 ***********************************************************************
 TU2428  DESIGNATION -  KAHAHA 2
 TU2428  PID         -  TU2428
 TU2428  STATE/COUNTY-  HI/HAWAII
 TU2428  USGS QUAD   -  KEAIWA RESERVOIR (1981)
 TU2428
 TU2428                         *CURRENT SURVEY CONTROL
 TU2428  ___________________________________________________________________
 TU2428* NAD 83(1993)-  19 15 56.98212(N)    155 29 52.57404(W)     ADJUSTED  
 TU2428* LOCAL TIDAL -      1119.8    (meters)    3674.     (feet)  VERT ANG  
 TU2428  ___________________________________________________________________
 TU2428  EPOCH DATE  -        1993.62
 TU2428  LAPLACE CORR-         -12.35  (seconds)                    DEFLEC99
 TU2428  GEOID HEIGHT-          22.93  (meters)                     GEOID03
 TU2428
 TU2428  HORZ ORDER  -  FIRST
 TU2428
 TU2428.The horizontal coordinates were established by classical geodetic methods
 TU2428.and adjusted by the National Geodetic Survey in December 1998..
 TU2428.The horizontal coordinates are valid at the epoch date displayed above.
 TU2428.The epoch date for horizontal control is a decimal equivalence
 TU2428.of Year/Month/Day.
 TU2428
 TU2428.The orthometric height was determined by vertical angle observations.
 TU2428
 TU2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2428
 TU2428.The geoid height was determined by GEOID03.
 TU2428
 TU2428;                    North         East     Units Scale Factor Converg.
 TU2428;SPC HI 1     -    47,872.435   500,216.838   MT  0.99996667   +0 00 02.5
 TU2428;UTM  05      - 2,132,130.449   237,447.172   MT  1.00045219   -0 49 28.8
 TU2428
 TU2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2428!SPC HI 1     -   0.99982040  x   0.99996667  =   0.99978707
 TU2428!UTM  05      -   0.99982040  x   1.00045219  =   1.00027250
 TU2428
 TU2428|---------------------------------------------------------------------|
 TU2428| PID    Reference Object                     Distance      Geod. Az  |
 TU2428|                                                           dddmmss.s |
 TU2428| CN5271 KAHAHA 2 RM 1                         8.053 METERS 12647     |
 TU2428| TU2370 PAHALA KAU SUGAR CO STACK           APPROX. 7.9 KM 1631453.5 |
 TU2428| TU2429 KAHAHA 1897                           6.348 METERS 32411     |
 TU2428| CN5272 KAHAHA 2 RM 2                        13.857 METERS 35548     |
 TU2428|---------------------------------------------------------------------|
 TU2428
 TU2428                          SUPERSEDED SURVEY CONTROL
 TU2428
 TU2428  NAD 83(1986)-  19 15 56.96703(N)    155 29 52.61568(W) AD(       ) 1
 TU2428  OLD HI      -  19 16 07.83300(N)    155 30 02.63200(W) AD(       ) 1
 TU2428
 TU2428.Superseded values are not recommended for survey control.
 TU2428.NGS no longer adjusts projects to the OLD HI datum.
 TU2428.See file dsdata.txt to determine how the superseded data were derived.
 TU2428
 TU2428_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3744732130(NAD 83)
 TU2428_MARKER: Z = SEE DESCRIPTION
 TU2428_SETTING: 0 = UNSPECIFIED SETTING
 TU2428
 TU2428  HISTORY     - Date     Condition        Report By
 TU2428  HISTORY     - 1949     MONUMENTED       CGS
 TU2428  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2428  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2428
 TU2428                          STATION DESCRIPTION
 TU2428
 TU2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2428'THE STATION IS LOCATED ON THE CREST OF A LOW RIDGE ABOUT 5-1/2
 TU2428'MILES NORTH OF PAHALA, ABOUT 1 MILE NORTH OF A LOW WOODED KNOLL,
 TU2428'ABOUT 0.7 MILE NORTH NORTHEAST OF A CULTIVATED FIELD, ABOUT 0.2
 TU2428'MILE NORTH OF THE WESTERLY END OF A TUNNEL AND FLUME AND ABOUT
 TU2428'100 YARDS EAST OF A GOOD TRAIL.  HIGHER GROUND IS TO THE NORTH.
 TU2428'
 TU2428'TO REACH FROM THE POST OFFICE AT PAHALA.  GO EASTERLY FOR ONE
 TU2428'BLOCK.  TURN LEFT AND FOLLOW THE PAVED ROAD NORTHEASTERLY FOR
 TU2428'3.4 MILES TO POWER POLE NUMBER 102.  TURN LEFT, ONTO A GRADED
 TU2428'ROAD, AND GO WESTERLY FOR 0.8 MILE.  TURN RIGHT AND GO
 TU2428'NORTHEASTERLY FOR 0.3 MILE.  CROSS OVER A ROCKY WASH AND CONTINUE
 TU2428'ON THE MAIN TRAVELED ROAD FOR 0.2 MILE TO A WOODEN WATER FLUME
 TU2428'AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 TU2428'NORTHWESTERLY, THROUGH THE CULTIVATED FIELD, FOR ABOUT 0.4
 TU2428'MILE TO THE EDGE OF THE BRUSH AND THE TIMBER.  FROM THIS
 TU2428'POINT CUT YOUR WAY, THROUGH THE DENSE TANGLE OF FERNS AND BRUSH
 TU2428'FOR ABOUT 0.6 MILE TO A WOODEN FLUME.  TURN RIGHT AND
 TU2428'PACK EASTERLY, FOLLOWING THE LOWER FLUME, FOR ABOUT 0.3 MILE TO
 TU2428'THE MOUTH OF A TUNNEL.  TURN LEFT AND FOLLOW A GOOD TRAIL,
 TU2428'UP GRADE, NORTHWESTERLY FOR ABOUT 0.1 MILE.  TURN RIGHT
 TU2428'AND CUT YOUR WAY THROUGH THE FERNS FOR ABOUT 100 YARDS TO THE
 TU2428'CREST OF A LOW RIDGE AND THE STATION.
 TU2428'
 TU2428'THE STATION IS A STANDARD DISK, STAMPED KAHAHA 2 1949, SET IN
 TU2428'THE TOP OF A 3 INCH PIPE WHICH PROJECTS ABOUT 4 INCHES.
 TU2428'
 TU2428'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAHAHA 2
 TU2428'NO 1 1949, SET IN THE TOP OF A 3 INCH PIPE WHICH PROJECTS ABOUT
 TU2428'4 INCHES AND IS LOCATED ABOUT 5 FEET LOWER THAN THE STATION.
 TU2428'
 TU2428'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAHAHA 2
 TU2428'NO 2 1949, SET IN THE TOP OF A 3 INCH PIPE WHICH PROJECTS ABOUT
 TU2428'3 INCHES AND IS LOCATED ABOUT 2 FEET HIGHER THAN THE STATION.
 TU2428'
 TU2428'KAHAHA IS A 1 INCH DRILL HOLE, SURROUNDED BY A CARVED TRIANGLE,
 TU2428'IN A FLAT ROCK WHICH SEEMS FLUSH WITH THE SURFACE OF THE
 TU2428'GROUND.  THE MARK IS SURROUNDED BY A PILE OF FERN LOGS ABOUT 16
 TU2428'FEET IN DIAMETER AND ABOUT 5 FEET HIGH.  IT IS ABOUT 1 FOOT HIGHER
 TU2428'THAN THE STATION.
 TU2428
 TU2428                          STATION RECOVERY (1967)
 TU2428
 TU2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2428'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2428'COMPLETE DESCRIPTION FOLLOWS--
 TU2428'
 TU2428'STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF PAHALA, 1
 TU2428'MILE WEST-NORTHWEST OF THE WOODED KNOB AT LOWER END OF THE RIDGE
 TU2428'AT WOOD VALLEY, 1200 FEET NORTHWEST OF A FLUME AND THE MOUTH OF
 TU2428'A TUNNEL, AND AT ABOUT 3669 FEET ELEVATION, ON A SMALL POINT,
 TU2428'HEAVILY COVERED WITH FERNS, ALONG A TIMBERED RIDGE, ABOUT 100
 TU2428'YARDS NORTHEAST OF A DIM TRAIL.
 TU2428'
 TU2428'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO NORTH ON
 TU2428'PIKAKE ST. AND STATE HIGHWAY 151 FOR 2.4 MILES TO SIDE ROAD LEFT,
 TU2428'AT POWER POLE 87.  TURN LEFT AND GO 0.65 MILE.  TAKE LEFT FORK
 TU2428'AND GO 0.65 MILE.  TAKE RIGHT FORK AND GO 0.25 MILE.  TAKE LEFT
 TU2428'FORK AND GO 0.5 MILE.  TAKE LEFT FORK AND GO 0.05 MILE.  TAKE
 TU2428'RIGHT FORK AND GO 0.35 MILE ALONG EDGE OF CANE FIELD TO POINT
 TU2428'20 YARDS BELOW METAL FLUME ON LEFT, AND END OF TRUCK TRAVEL.
 TU2428'WALK NORTHEAST ALONG FLUME ABOUT 3/4-MILE TO 3RD FLUME FORK,
 TU2428'KEEPING ALONG THE LOWER, RIGHT, FORK EACH TIME.  CONTINUE ON
 TU2428'RIGHT FORK ABOUT 300 YARDS TO MOUTH OF TUNNEL.  TAKE TRAIL TO
 TU2428'LEFT ABOUT 50 YARDS TO TRAIL FORK.  TAKE DIM LEFT FORK AND GO
 TU2428'NORTHWEST ABOUT 275 YARDS, THEN LEAVE TRAIL AND GO RIGHT,
 TU2428'NORTHEAST, ABOUT 100 YARDS TO FERN-COVERED POINT AND STATION.
 TU2428'
 TU2428'STATION MARK IS A STANDARD DISK STAMPED KAHAHA 2 1949, SET IN
 TU2428'THE TOP OF A 2-INCH, IRON PIPE FLUSH WITH GROUND.  NOTE--STATION
 TU2428'SOON BECOMES HIDDEN BY DENSE FERNS.  THE REMAINS OF A 20-FOOT,
 TU2428'WOODEN TOWER ARE LAYING AT STATION.
 TU2428'
 TU2428'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHAHA 2
 TU2428'NO 1 1949, SET IN THE TOP OF A 6-INCH DOME OF CEMENT AND SMALL
 TU2428'STONES PROJECTING 4 INCHES FROM GROUND.  IT IS 6.3 FEET LOWER
 TU2428'THAN STATION MARK AND HIDDEN IN FERNS.
 TU2428'
 TU2428'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAHAHA 2
 TU2428'NO 2 1949, SET IN THE TOP OF A 2-INCH, IRON PIPE PROJECTING 2
 TU2428'INCHES.  IT IS 3 FEET SOUTH OF A 5-INCH LEHUA TREE AND 3.3 FEET
 TU2428'HIGHER THAN STATION MARK.
 TU2428'
 TU2428'KAHAHA (HGS) 1897 IS A 3/4-INCH DRILL HOLE IN CENTER OF A
 TU2428'CHISELED TRIANGLE IN THE TOP OF A STONE, AT THE BOTTOM OF A
 TU2428'12-INCH-DIAMETER HOLE, ABOUT 3 FEET BELOW PRESENT GROUND LEVEL,
 TU2428'AND 4.5 FEET HIGHER THAN STATION.
 TU2428
 TU2428                          STATION RECOVERY (1977)
 TU2428
 TU2428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2428'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2428'GOOD CONDITION.  KAHAHA HGS 1897 WAS NOT SEARCHED FOR AT THIS
 TU2428'TIME.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND LONGER BY 0.063
 TU2428'METER AND THE DIRECTION WAS FOUND LARGER BY 56 SECONDS.  THE
 TU2428'DISTANCE TO REFERENCE MARK 2 WAS FOUND LONGER BY 0.002 METER
 TU2428'AND THE DIRECTION WAS FOUND SMALLER BY 16 SECONDS.
 TU2428'
 TU2428'THE STATION WAS REACHED AT THIS TIME BY HELICOPTER.  IT CAN BE
 TU2428'WALKED TO BY FOLLOWING THE 1967 RECOVERY NOTE.
 TU2428'
 TU2428'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2428'
 TU2428'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2428'5 MILES NORTH-NORTHWEST OF PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2461 ***********************************************************************
 TU2461  DESIGNATION -  KAHAHAWAI HITS 1948
 TU2461  PID         -  TU2461
 TU2461  STATE/COUNTY-  HI/HAWAII
 TU2461  USGS QUAD   -  PAPA (1995)
 TU2461
 TU2461                         *CURRENT SURVEY CONTROL
 TU2461  ___________________________________________________________________
 TU2461* NAD 83(1993)-  19 07 38.58762(N)    155 50 17.41677(W)     ADJUSTED  
 TU2461* LOCAL TIDAL -       531.6    (meters)    1744.     (feet)  VERT ANG  
 TU2461  ___________________________________________________________________
 TU2461  EPOCH DATE  -        1993.62
 TU2461  LAPLACE CORR-          16.21  (seconds)                    DEFLEC99
 TU2461  GEOID HEIGHT-          18.13  (meters)                     GEOID03
 TU2461
 TU2461  HORZ ORDER  -  SECOND
 TU2461
 TU2461.The horizontal coordinates were established by classical geodetic methods
 TU2461.and adjusted by the National Geodetic Survey in December 1998..
 TU2461.The horizontal coordinates are valid at the epoch date displayed above.
 TU2461.The epoch date for horizontal control is a decimal equivalence
 TU2461.of Year/Month/Day.
 TU2461
 TU2461.The orthometric height was determined by vertical angle observations.
 TU2461
 TU2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2461
 TU2461.The geoid height was determined by GEOID03.
 TU2461
 TU2461;                    North         East     Units Scale Factor Converg.
 TU2461;SPC HI 1     -    32,582.488   464,421.467   MT  0.99998231   -0 06 38.9
 TU2461;UTM  05      - 2,117,347.078   201,414.273   MT  1.00070222   -0 55 50.4
 TU2461
 TU2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2461!SPC HI 1     -   0.99991359  x   0.99998231  =   0.99989590
 TU2461!UTM  05      -   0.99991359  x   1.00070222  =   1.00061575
 TU2461
 TU2461:                Primary Azimuth Mark                     Grid Az
 TU2461:SPC HI 1     -  KAUNA POINT LIGHT                        202 36 00.1
 TU2461:UTM  05      -  KAUNA POINT LIGHT                        203 25 11.6
 TU2461
 TU2461|---------------------------------------------------------------------|
 TU2461| PID    Reference Object                     Distance      Geod. Az  |
 TU2461|                                                           dddmmss.s |
 TU2461| TU2473 KAUNA POINT LIGHT                   APPROX.11.2 KM 2022921.2 |
 TU2461|---------------------------------------------------------------------|
 TU2461
 TU2461                          SUPERSEDED SURVEY CONTROL
 TU2461
 TU2461  NAD 83(1986)-  19 07 38.58380(N)    155 50 17.45954(W) AD(       ) 2
 TU2461  OLD HI      -  19 07 49.40900(N)    155 50 27.49900(W) AD(       ) 2
 TU2461
 TU2461.Superseded values are not recommended for survey control.
 TU2461.NGS no longer adjusts projects to the OLD HI datum.
 TU2461.See file dsdata.txt to determine how the superseded data were derived.
 TU2461
 TU2461_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0141417347(NAD 83)
 TU2461
 TU2461  HISTORY     - Date     Condition        Report By
 TU2461  HISTORY     - 1948     MONUMENTED       HITS
 TU2461  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2461  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU2461
 TU2461                          STATION DESCRIPTION
 TU2461
 TU2461'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2461'THIS IS AN OLD HAWAII TERRITORY SURVEY STATION, BUT NO RECORD
 TU2461'IS AVAILABLE REGARDING THE ORIGINAL STATION.  IN 1938 A CONCRETE
 TU2461'PLATFORM, METAL POLE AND TARGET WERE INSTALLED AT WHICH TIME A
 TU2461'RECOVERY NOTE STATES THAT A DRILL HOLE IN A ROCK AND A LARGE PILE
 TU2461'OF STONES WERE RECOVERED.  THE PRESENT METAL POLE AND TARGET
 TU2461'WERE CENTERED OVER THE DRILL HOLE.
 TU2461'
 TU2461'STATION IS CLOSE TO THE MAIN HIGHWAY, ON LOWER SIDE OF SAME AND
 TU2461'PLAINLY VISIBLE, AT THE SOUTH KONA - KAU BOUNDARY, ABOUT 3.7 MILES
 TU2461'WESTWARD OF THE 1907 LAVA FLOW.  ON THE OPPOSITE SIDE OF THE ROAD
 TU2461'IS A CONCRETE POST MARKED S. KONA - KAU, DESIGNATING THE BOUNDARY.
 TU2461'
 TU2461'THE STEEL BAR WHICH SUPPORTS THE PIPE POLE AND TARGET WAS USED
 TU2461'AS THE STATION.  FROM THIS STATION A ROUGH ROAD OVER LAVA, LEADS
 TU2461'TO LAE O KAMOI.
 TU2461
 TU2461                          STATION RECOVERY (1967)
 TU2461
 TU2461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2461'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2461'FOLLOWS--
 TU2461'
 TU2461'STATION IS LOCATED ABOUT 17 MILES WEST-NORTHWEST OF NAALEHU AND
 TU2461'21 MILES SOUTH OF HONAUNAU, AT THE SOUTH KONA-KAU BOUNDARY, ON A
 TU2461'LOW LAVA BLUFF ON NORTHEAST SIDE OF STATE HIGHWAY 11 AND AT THE
 TU2461'SOUTHWEST EDGE OF THE OLD HIGHWAY, ACROSS THIS OLD ROAD FROM THE
 TU2461'STATE HIGHWAY BASE YARD.
 TU2461'
 TU2461'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU2461'STATE HIGHWAY 11 FOR 19.1 MILES TO TRACK CROSSROAD JUST AFTER
 TU2461'PASSING A BOUNDARY SIGN UP ON BANK ON RIGHT.  TURN RIGHT AND GO
 TU2461'100 YARDS TO T-JUNCTION.  GO RIGHT ABOUT 60 YARDS ON OLD HIGHWAY
 TU2461'TO STATION ON RIGHT.
 TU2461'
 TU2461'STATION IS THE CENTER OF A 2-INCH-DIAMETER, STEEL SHAFT 2 FEET
 TU2461'LONG, MOUNTED VERTICALLY ON 3 IRON LEGS AT THE CENTER OF A
 TU2461'TRIANGULAR, CONCRETE PLATFORM 7 FEET ON EACH SIDE.  IT IS 32 FEET
 TU2461'SOUTHWEST OF CENTER LINE OF OLD ROAD, ABOUT 280 FEET NORTHEAST OF
 TU2461'STATE HIGHWAY 11, 14.6 FEET SOUTH OF TELEPHONE POLE 370, AND 40
 TU2461'FEET NORTH OF A LARGE EUCALYPTUS TREE.  A RED AND WHITE METAL
 TU2461'TARGET 8 FEET HIGH IS SUPPORTED BY THE STEEL SHAFT.
 TU2461
 TU2461                          STATION RECOVERY (1973)
 TU2461
 TU2461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CAB)
 TU2461'STATION WAS RECOVERED AS DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3271 ***********************************************************************
 TU3271  DESIGNATION -  KAHAKULOA 1882
 TU3271  PID         -  TU3271
 TU3271  STATE/COUNTY-  HI/MAUI
 TU3271  USGS QUAD   -  KAHAKULOA (1997)
 TU3271
 TU3271                         *CURRENT SURVEY CONTROL
 TU3271  ___________________________________________________________________
 TU3271* NAD 83(1993)-  21 00 04.03921(N)    156 32 43.30606(W)     ADJUSTED  
 TU3271* LOCAL TIDAL -       193.8    (meters)     636.     (feet)  VERT ANG  
 TU3271  ___________________________________________________________________
 TU3271  EPOCH DATE  -        1993.62
 TU3271  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 TU3271  GEOID HEIGHT-          15.19  (meters)                     GEOID03
 TU3271
 TU3271  HORZ ORDER  -  FIRST
 TU3271
 TU3271.The horizontal coordinates were established by classical geodetic methods
 TU3271.and adjusted by the National Geodetic Survey in December 1998..
 TU3271.The horizontal coordinates are valid at the epoch date displayed above.
 TU3271.The epoch date for horizontal control is a decimal equivalence
 TU3271.of Year/Month/Day.
 TU3271
 TU3271.The orthometric height was determined by vertical angle observations.
 TU3271
 TU3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3271
 TU3271.The geoid height was determined by GEOID03.
 TU3271
 TU3271;                    North         East     Units Scale Factor Converg.
 TU3271;SPC HI 2     -    73,935.034   512,611.505   MT  0.99996863   +0 02 36.5
 TU3271;UTM  04      - 2,324,231.516   755,164.028   MT  1.00040468   +0 52 48.7
 TU3271
 TU3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3271!SPC HI 2     -   0.99996715  x   0.99996863  =   0.99993578
 TU3271!UTM  04      -   0.99996715  x   1.00040468  =   1.00037182
 TU3271
 TU3271:                Primary Azimuth Mark                     Grid Az
 TU3271:SPC HI 2     -  NAKALELE POINT LIGHT                     303 23 49.8
 TU3271:UTM  04      -  NAKALELE POINT LIGHT                     302 33 37.6
 TU3271
 TU3271|---------------------------------------------------------------------|
 TU3271| PID    Reference Object                     Distance      Geod. Az  |
 TU3271|                                                           dddmmss.s |
 TU3271| TU3276 NAKALELE POINT LIGHT                APPROX. 5.6 KM 3032626.3 |
 TU3271|---------------------------------------------------------------------|
 TU3271
 TU3271                          SUPERSEDED SURVEY CONTROL
 TU3271
 TU3271  NAD 83(1986)-  21 00 03.99331(N)    156 32 43.28686(W) AD(       ) 1
 TU3271  OLD HI      -  21 00 15.57400(N)    156 32 53.45500(W) AD(       ) 1
 TU3271
 TU3271.Superseded values are not recommended for survey control.
 TU3271.NGS no longer adjusts projects to the OLD HI datum.
 TU3271.See file dsdata.txt to determine how the superseded data were derived.
 TU3271
 TU3271_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5516424232(NAD 83)
 TU3271
 TU3271  HISTORY     - Date     Condition        Report By
 TU3271  HISTORY     - 1882     MONUMENTED       CGS
 TU3271  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU3271  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3271  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3271  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3271
 TU3271                          STATION DESCRIPTION
 TU3271
 TU3271'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3271'ON NORTHEAST COAST OF WEST MAUI, IN KAANAPALI DISTRICT, ON
 TU3271'THE SUMMIT OF KOAE, THE CONSPICUOUS HILL FORMING KAHAKULOA
 TU3271'POINT.  THE STATION IS A TRIFLE BELOW AND ABOUT 5 METERS
 TU3271'WESTWARD FROM THE HIGHEST POINT ON THE HILL.  MARKED BY A 2-INCH
 TU3271'GALVANIZED IRON PIPE FILLED WITH CONCRETE AND PROJECTING 1
 TU3271'FOOT ABOVE THE SURFACE.  A CAIRN OF STONES WAS BUILT OVER THE
 TU3271'POINT.  THIS IS PRESUMABLY THE STATION ESTABLISHED BY THE
 TU3271'HAWAIIAN GOVERNMENT SURVEY IN 1882, THOUGH THE PRESENT MARKING
 TU3271'IS OF MUCH MORE RECENT DATE.
 TU3271
 TU3271                          STATION RECOVERY (1929)
 TU3271
 TU3271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU3271'ORIGINAL DESCRIPTION GOOD.
 TU3271'
 TU3271'ORIGINAL MARK REPLACED BY A 3 INCH PIPE FILLED WITH CONCRETE AND 1
 TU3271'FOOT ABOVE THE GROUND.
 TU3271'
 TU3271'NEW MARK--STANDARD TYPE B HAWAII TERRITORY SURVEY TRIANGULATION
 TU3271'STATION MONUMENT.
 TU3271
 TU3271                          STATION RECOVERY (1950)
 TU3271
 TU3271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3271'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3271'
 TU3271'TO REACH FROM THE POST OFFICE AT KAHULUI--GO NORTHEAST ON COAST
 TU3271'ROAD TOWARD KAHAKULOA VILLAGE FOR 14.7, TURN RIGHT INTO SADDLE
 TU3271'BETWEEN TWO PROMINENT HILLS AND GO 0.05 MILES TO FOOT OF HILL
 TU3271'ON LEFT.  FROM HERE PACK NORTHWEST TO TOP OF SHARP POINT
 TU3271'AND STATION.
 TU3271
 TU3271                          STATION RECOVERY (1969)
 TU3271
 TU3271'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3271'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 8 MILES
 TU3271'NORTH-NORTHWEST OF WAILUKU AND 1/2-MILE NORTHEAST OF KAHAKULOA
 TU3271'VILLAGE, ON KAHAKULOA HEAD, A PROMINENT, STEEP-SIDED, ROCKY
 TU3271'PROMONTORY OF ABOUT 636 FEET ELEVATION.
 TU3271'
 TU3271'TO REACH STATION FROM THE JUNCTION OF MAIN AND MARKET STREETS
 TU3271'IN WAILUKU, GO NORTH ON MARKED STREET (ALSO STATE HIGHWAY 33)
 TU3271'FOR 3.6 MILES TO WAIHEE VILLAGE.  CONTINUE ON THE HIGHWAY FOR
 TU3271'10.3 MILES TO HILL ON RIGHT, IN PASTURE.  PACK NORTHERLY,
 TU3271'ACROSS PASTURE, AND UP STEEP HILL, ABOUT 1/4-MILE TO STATION.
 TU3271'
 TU3271'STATION IS MARKED WITH A TYPE B SIGNAL, AND A RED AND WHITE
 TU3271'METAL TARGET EXTENDS ABOUT 7 FEET ABOVE THE CONCRETE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1908 ***********************************************************************
 TU1908  DESIGNATION -  KAHALA LIGHT
 TU1908  PID         -  TU1908
 TU1908  STATE/COUNTY-  HI/KAUAI
 TU1908  USGS QUAD   -  ANAHOLA (1996)
 TU1908
 TU1908                         *CURRENT SURVEY CONTROL
 TU1908  ___________________________________________________________________
 TU1908* NAD 83(1993)-  22 08 48.36037(N)    159 17 43.36443(W)     ADJUSTED  
 TU1908* LOCAL TIDAL -                                                        
 TU1908  ___________________________________________________________________
 TU1908  EPOCH DATE  -        1993.62
 TU1908  LAPLACE CORR-         -15.48  (seconds)                    DEFLEC99
 TU1908  GEOID HEIGHT-          14.48  (meters)                     GEOID03
 TU1908
 TU1908  HORZ ORDER  -  THIRD
 TU1908
 TU1908.The horizontal coordinates were established by classical geodetic methods
 TU1908.and adjusted by the National Geodetic Survey in December 1998..
 TU1908.The horizontal coordinates are valid at the epoch date displayed above.
 TU1908.The epoch date for horizontal control is a decimal equivalence
 TU1908.of Year/Month/Day.
 TU1908
 TU1908
 TU1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1908
 TU1908.The geoid height was determined by GEOID03.
 TU1908
 TU1908;                    North         East     Units Scale Factor Converg.
 TU1908;SPC HI 4     -    34,720.390   521,107.614   MT  0.99999550   +0 04 37.7
 TU1908;UTM  04      - 2,449,101.724   469,542.105   MT  0.99961146   -0 06 40.9
 TU1908
 TU1908                          SUPERSEDED SURVEY CONTROL
 TU1908
 TU1908  NAD 83(1986)-  22 08 48.32450(N)    159 17 43.42300(W) AD(       ) 4
 TU1908  OLD HI      -  22 08 59.69200(N)    159 17 53.51400(W) AD(       ) 3
 TU1908
 TU1908.Superseded values are not recommended for survey control.
 TU1908.NGS no longer adjusts projects to the OLD HI datum.
 TU1908.See file dsdata.txt to determine how the superseded data were derived.
 TU1908
 TU1908_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6954249102(NAD 83)
 TU1908
 TU1908  HISTORY     - Date     Condition        Report By
 TU1908  HISTORY     - 1927     MONUMENTED       CGS
 TU1908  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1908  HISTORY     - 1983     GOOD             USPSQD
 TU1908  HISTORY     - 19910621 GOOD             USPSQD
 TU1908  HISTORY     - 19970109 GOOD             USPSQD
 TU1908  HISTORY     - 19970612 GOOD             USPSQD
 TU1908  HISTORY     - 19980817 GOOD             USPSQD
 TU1908  HISTORY     - 20050224 GOOD             USPSQD
 TU1908
 TU1908                          STATION DESCRIPTION
 TU1908
 TU1908'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1908'ON THE EAST COAST OF KAUAI, ON THE SOUTHEAST SIDE OF ANAHOLA BAY,
 TU1908'AND ABOUT 40 FEET ABOVE HIGH WATER, A WHITE, PYRAMIDAL SKELETON
 TU1908'TOWER 18 FEET HIGH.
 TU1908
 TU1908                          STATION RECOVERY (1965)
 TU1908
 TU1908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1908'STATION WAS RECOVERED IN GOOD CONDITION.
 TU1908'
 TU1908'LOCATED ABOUT 1-1/4 MILES EAST-NORTHEAST OF ANAHOLA POST
 TU1908'OFFICE, ON KAHALA POINT, AT SOUTHEAST SIDE OF ANAHOLA BAY.
 TU1908'
 TU1908'STATION IS A WHITE, WOODEN, PYRAMIDAL, SKELETON TOWER MOUNTED
 TU1908'ON TOP OF A 4-FOOT-SQUARE, 7-FOOT-TALL, WHITE METAL BOX.  THE
 TU1908'LIGHT MOUNTED ON TOP OF THE TOWER IS 18 FEET ABOVE GROUND AND
 TU1908'40 FEET ABOVE WATER.  THE STRUCTURE WAS BUILT IN 1912.
 TU1908'
 TU1908'NOTE--THE TOWER CANNOT BE SEEN FROM INLAND BECAUSE OF TREES.
 TU1908
 TU1908                          STATION RECOVERY (1983)
 TU1908
 TU1908'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1908'STATION RECOVERED GOOD.  RECOVERED AS DESCRIBED BY DMW 1965.
 TU1908
 TU1908                          STATION RECOVERY (1991)
 TU1908
 TU1908'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1908'RECOVERED IN GOOD CONDITION.
 TU1908
 TU1908                          STATION RECOVERY (1997)
 TU1908
 TU1908'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1908'RECOVERED IN GOOD CONDITION.
 TU1908
 TU1908                          STATION RECOVERY (1997)
 TU1908
 TU1908'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1908'RECOVERED IN GOOD CONDITION.
 TU1908
 TU1908                          STATION RECOVERY (1998)
 TU1908
 TU1908'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1908'RECOVERED IN GOOD CONDITION.
 TU1908
 TU1908                          STATION RECOVERY (2005)
 TU1908
 TU1908'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU1908'STATION IS NOW A STEEL PILLAR, APPROX. 8 INCHES IN DIAMETER MOUNTED ON
 TU1908'TOP OF A 2 FOOT SQUARE, 2 FOOT TALL CONCRETE BLOCK WHICH SITS ON A 5
 TU1908'FOOT X 6 FOOT CONCRETE PAD. LIGHT MOUNTED ON PAD IS STILL
 TU1908'APPROXIMATELY 18 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1181 ***********************************************************************
 TU1181  DESIGNATION -  KAHALA RESET
 TU1181  PID         -  TU1181
 TU1181  STATE/COUNTY-  HI/HONOLULU
 TU1181  USGS QUAD   -  HONOLULU (1983)
 TU1181
 TU1181                         *CURRENT SURVEY CONTROL
 TU1181  ___________________________________________________________________
 TU1181* NAD 83(1993)-  21 16 08.71501(N)    157 46 39.56130(W)     ADJUSTED  
 TU1181* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1181  ___________________________________________________________________
 TU1181  EPOCH DATE  -        1993.62
 TU1181  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TU1181  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU1181
 TU1181  HORZ ORDER  -  THIRD
 TU1181
 TU1181.The horizontal coordinates were established by classical geodetic methods
 TU1181.and adjusted by the National Geodetic Survey in December 1998..
 TU1181.The horizontal coordinates are valid at the epoch date displayed above.
 TU1181.The epoch date for horizontal control is a decimal equivalence
 TU1181.of Year/Month/Day.
 TU1181
 TU1181.The orthometric height was scaled from a topographic map.
 TU1181
 TU1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1181
 TU1181.The geoid height was determined by GEOID03.
 TU1181
 TU1181;                    North         East     Units Scale Factor Converg.
 TU1181;SPC HI 3     -    11,356.150   523,075.329   MT  0.99999658   +0 04 50.4
 TU1181;UTM  04      - 2,352,419.514   626,814.826   MT  0.99979873   +0 26 36.5
 TU1181
 TU1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1181!SPC HI 3     -   0.99999741  x   0.99999658  =   0.99999399
 TU1181!UTM  04      -   0.99999741  x   0.99979873  =   0.99979614
 TU1181
 TU1181:                Primary Azimuth Mark                     Grid Az
 TU1181:SPC HI 3     -  WAIALAE                                  004 21 10.5
 TU1181:UTM  04      -  WAIALAE                                  003 59 24.4
 TU1181
 TU1181|---------------------------------------------------------------------|
 TU1181| PID    Reference Object                     Distance      Geod. Az  |
 TU1181|                                                           dddmmss.s |
 TU1181| TU1180 WAIALAE                             APPROX. 3.5 KM 0042600.9 |
 TU1181| CJ9517 KAHALA RM 1                          52.944 METERS 01812     |
 TU1181| CJ9518 KAHALA RM 2                          21.797 METERS 27559     |
 TU1181| TU1185 WILHELMINA C OF RESERVOIR SHED      APPROX. 3.3 KM 3461654.0 |
 TU1181| TU1182 TRAVERSE MARK 1963                  132.682 METERS 34756     |
 TU1181|---------------------------------------------------------------------|
 TU1181
 TU1181                          SUPERSEDED SURVEY CONTROL
 TU1181
 TU1181  NAD 83(1986)-  21 16 08.66444(N)    157 46 39.57003(W) AD(       ) 3
 TU1181  OLD HI      -  21 16 20.05800(N)    157 46 49.43900(W) AD(       ) 3
 TU1181
 TU1181.Superseded values are not recommended for survey control.
 TU1181.NGS no longer adjusts projects to the OLD HI datum.
 TU1181.See file dsdata.txt to determine how the superseded data were derived.
 TU1181
 TU1181_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2681552420(NAD 83)
 TU1181_MARKER: Z = SEE DESCRIPTION
 TU1181_SETTING: 0 = UNSPECIFIED SETTING
 TU1181
 TU1181  HISTORY     - Date     Condition        Report By
 TU1181  HISTORY     - 1928     MONUMENTED       CGS
 TU1181  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1181  HISTORY     - 19990419 MARK NOT FOUND   USPSQD
 TU1181
 TU1181                          STATION DESCRIPTION
 TU1181
 TU1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1181'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN CONCRETE PIER
 TU1181'LOCATED ON GROUNDS OF KAHALA PUBLIC PARK NEAR BEACH, W OF GOLF
 TU1181'COURSE ENTRANCE.  THE MARK IS A FEW YARDS NW OF BATHHOUSE.
 TU1181
 TU1181                          STATION RECOVERY (1963)
 TU1181
 TU1181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1181'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 TU1181'ALTHOUGH IT WAS ABOUT 20 INCHES BELOW GROUND SURFACE.  THE MARK
 TU1181'WAS LEFT IN PLACE AS AN UNDERGROUND MARK, AND A NEW SURFACE MARK
 TU1181'WAS PLUMBED OVER IT.  TWO REFERENCE MARKS WERE ESTABLISHED.  A
 TU1181'COMPLETE DESCRIPTION FOLLOWS--
 TU1181'
 TU1181'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES EAST-SOUTHEAST OF THE
 TU1181'FEDERAL BUILDING IN HONOLULU AND 2-1/4 MILES EAST-NORTHEAST OF
 TU1181'DIAMOND HEAD, IN THE SOUTH CORNER OF WAIALAE BEACH PARK, ABOUT
 TU1181'0.1 MILE SOUTHWEST OF THE CLUBHOUSE OF THE WAIALAE GOLF CLUB.
 TU1181'
 TU1181'TO REACH STATION FROM THE WAIKIKI FIRE STATION, AT INTERSECTION
 TU1181'OF ALA WAI BLVD AND KAPAHULU AVE, GO SOUTH ON PAKI AVE FOR 1.0
 TU1181'MILE.  CONTINUE AHEAD, ON DIAMOND HEAD ROAD, FOR 1.5 MILES TO
 TU1181'FORK.  CONTINUE AHEAD, ON RIGHT FORK (KAHALA AVE), FOR 1.6 MILES
 TU1181'TO THE PARK ON RIGHT.  GO SOUTHEAST, ALONG RIGHT SIDE OF PARK,
 TU1181'FOR ABOUT 125 YARDS TO STATION.
 TU1181'
 TU1181'STATION MARK IS A STANDARD DISK STAMPED KAHALA 1928 1963, SET IN
 TU1181'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 TU1181'GROUND.  IT IS 45.9 FEET NORTHEAST OF CEMENT-BLOCK WALL, 150.1
 TU1181'FEET SOUTHWEST OF SOUTHWEST END OF FOOT-BRIDGE OVER CANAL, 15 FEET
 TU1181'SOUTHEAST OF A 30-INCH BANYAN TREE, AND ABOUT 23 YARDS NORTHWEST
 TU1181'FROM MEAN HIGH WATER LINE.
 TU1181'
 TU1181'UNDERGROUND MARK IS AN UNSTAMPED, HAWAII TERRITORY SURVEY, BRONZE
 TU1181'DISK SET IN THE TOP OF A MASS OF CONCRETE ABOUT 20 INCHES UNDER
 TU1181'GROUND.
 TU1181'
 TU1181'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHALA NO 1
 TU1181'1928 1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE WALL ALONG THE
 TU1181'SOUTHWEST SIDE OF A CANAL.  IT IS 64.7 FEET NORTHWEST OF EDGE OF
 TU1181'FOOT-BRIDGE.
 TU1181'
 TU1181'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAHALA NO 2
 TU1181'1928 1963, SET IN THE TOP OF AN 11-INCH-SQUARE, CONCRETE MONUMENT
 TU1181'FLUSH WITH THE GROUND.  IT IS 18 INCHES NORTH FROM THE JUNCTION
 TU1181'OF THE CEMENT BLOCK WALL AND A BOARD WALL, AND OPPOSITE THE
 TU1181'END OF THE PROPERTY LINE RUNNING SOUTHWEST FROM THE PARK
 TU1181'BOUNDARY.
 TU1181'
 TU1181'TRAVERSE MARK IS A 4-INCH, CHISELED CROSS IN THE CONCRETE WALK
 TU1181'ON THE SOUTHEAST SIDE OF THE CONCRETE BRIDGE ON KAHALA AVE.  THE
 TU1181'CROSS IS 8 INCHES SOUTHWEST FROM THE NORTHEAST END OF THE WALK.
 TU1181
 TU1181                          STATION RECOVERY (1999)
 TU1181
 TU1181'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1117 ***********************************************************************
 TU1117  DESIGNATION -  KAHALUU LANDING
 TU1117  PID         -  TU1117
 TU1117  STATE/COUNTY-  HI/HONOLULU
 TU1117  USGS QUAD   -  KANEOHE (1983)
 TU1117
 TU1117                         *CURRENT SURVEY CONTROL
 TU1117  ___________________________________________________________________
 TU1117* NAD 83(1993)-  21 27 48.47315(N)    157 50 00.97360(W)     ADJUSTED  
 TU1117* LOCAL TIDAL -                                                        
 TU1117  ___________________________________________________________________
 TU1117  EPOCH DATE  -        1993.62
 TU1117  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 TU1117  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU1117
 TU1117  HORZ ORDER  -  THIRD
 TU1117
 TU1117.The horizontal coordinates were established by classical geodetic methods
 TU1117.and adjusted by the National Geodetic Survey in December 1998..
 TU1117.The horizontal coordinates are valid at the epoch date displayed above.
 TU1117.The epoch date for horizontal control is a decimal equivalence
 TU1117.of Year/Month/Day.
 TU1117
 TU1117
 TU1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1117
 TU1117.The geoid height was determined by GEOID03.
 TU1117
 TU1117;                    North         East     Units Scale Factor Converg.
 TU1117;SPC HI 3     -    32,870.661   517,246.159   MT  0.99999367   +0 03 39.2
 TU1117;UTM  04      - 2,373,892.104   620,850.175   MT  0.99978047   +0 25 36.6
 TU1117
 TU1117                          SUPERSEDED SURVEY CONTROL
 TU1117
 TU1117  NAD 83(1986)-  21 27 48.42404(N)    157 50 00.98232(W) AD(       ) 4
 TU1117  OLD HI      -  21 27 59.82700(N)    157 50 10.87200(W) AD(       ) 3
 TU1117
 TU1117.Superseded values are not recommended for survey control.
 TU1117.NGS no longer adjusts projects to the OLD HI datum.
 TU1117.See file dsdata.txt to determine how the superseded data were derived.
 TU1117
 TU1117_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2085073892(NAD 83)
 TU1117
 TU1117  HISTORY     - Date     Condition        Report By
 TU1117  HISTORY     - 1926     MONUMENTED       CGS
 TU1117  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1117
 TU1117                          STATION DESCRIPTION
 TU1117
 TU1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1117'ON EASTERN COAST OF OAHU, WEST SHORE OF KANEOHE BAY, AT KAHALUU
 TU1117'LANDING (LIBBYVILLE).  STATION IS EAST GABLE (ONE FACING MOKAPU
 TU1117'PENINSULA) OF THE GREAT WHITE WHARF SHED ON THE OUTERMOST END
 TU1117'OF WHARF.  THERE ARE TWO WHARF SHEDS OF EQUAL SIZE.
 TU1117
 TU1117                          STATION RECOVERY (1932)
 TU1117
 TU1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1117'STATION DESTROYED.  SHEDS HAVE BEEN REMOVED.  REMAINS OF PIER
 TU1117'STILL STANDING .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1543 ***********************************************************************
 TU1543  DESIGNATION -  KAHANAHAIKI USE
 TU1543  PID         -  TU1543
 TU1543  STATE/COUNTY-  HI/HONOLULU
 TU1543  USGS QUAD   -  KAENA (1983)
 TU1543
 TU1543                         *CURRENT SURVEY CONTROL
 TU1543  ___________________________________________________________________
 TU1543* NAD 83(1993)-  21 32 36.70915(N)    158 11 39.12558(W)     ADJUSTED  
 TU1543* LOCAL TIDAL -       643.     (meters)    2110.     (feet)  SCALED    
 TU1543  ___________________________________________________________________
 TU1543  EPOCH DATE  -        1993.62
 TU1543  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 TU1543  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU1543
 TU1543  HORZ ORDER  -  THIRD
 TU1543
 TU1543.The horizontal coordinates were established by classical geodetic methods
 TU1543.and adjusted by the National Geodetic Survey in December 1998..
 TU1543.The horizontal coordinates are valid at the epoch date displayed above.
 TU1543.The epoch date for horizontal control is a decimal equivalence
 TU1543.of Year/Month/Day.
 TU1543
 TU1543.The orthometric height was scaled from a topographic map.
 TU1543
 TU1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1543
 TU1543.The geoid height was determined by GEOID03.
 TU1543
 TU1543;                    North         East     Units Scale Factor Converg.
 TU1543;SPC HI 3     -    41,739.077   479,882.961   MT  0.99999500   -0 04 16.7
 TU1543;UTM  04      - 2,382,519.029   583,440.770   MT  0.99968603   +0 17 45.3
 TU1543
 TU1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1543!SPC HI 3     -   0.99989657  x   0.99999500  =   0.99989157
 TU1543!UTM  04      -   0.99989657  x   0.99968603  =   0.99958263
 TU1543
 TU1543:                Primary Azimuth Mark                     Grid Az
 TU1543:SPC HI 3     -  OHIKILOLO                                216 01 59.2
 TU1543:UTM  04      -  OHIKILOLO                                215 39 57.2
 TU1543
 TU1543|---------------------------------------------------------------------|
 TU1543| PID    Reference Object                     Distance      Geod. Az  |
 TU1543|                                                           dddmmss.s |
 TU1543| TU1558 OHIKILOLO                           APPROX. 3.8 KM 2155742.5 |
 TU1543|---------------------------------------------------------------------|
 TU1543
 TU1543                          SUPERSEDED SURVEY CONTROL
 TU1543
 TU1543  NAD 83(1986)-  21 32 36.65839(N)    158 11 39.13604(W) AD(       ) 3
 TU1543  OLD HI      -  21 32 48.03300(N)    158 11 49.06500(W) AD(       ) 3
 TU1543
 TU1543.Superseded values are not recommended for survey control.
 TU1543.NGS no longer adjusts projects to the OLD HI datum.
 TU1543.See file dsdata.txt to determine how the superseded data were derived.
 TU1543
 TU1543_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8344182519(NAD 83)
 TU1543
 TU1543  HISTORY     - Date     Condition        Report By
 TU1543  HISTORY     - UNK      MONUMENTED
 TU1543  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1543  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1543
 TU1543                          STATION DESCRIPTION
 TU1543
 TU1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1543'FOUND A BRASS PLATE SET IN A 5-INCH.  CONCRETE PIPE.
 TU1543
 TU1543                          STATION RECOVERY (1964)
 TU1543
 TU1543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1543'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 TU1543'RIDGE IS COVERED WITH DENSE BRUSH AND THE MARK WAS FOUND BY
 TU1543'INVERSE FROM STATION MOKU 1927.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1543'
 TU1543'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF WAILUA AND
 TU1543'2-1/2 MILES DUE SOUTH OF DILLINGHAM AIRFIELD, ALONG THE SUMMIT
 TU1543'OF THE WAIANAE RANGE ON A RIDGE OF ABOUT 2108 FEET
 TU1543'ELEVATION, THE SAME RIDGE THAT STATION MOKU 1927 IS
 TU1543'LOCATED ON.
 TU1543'
 TU1543'TO REACH STATION FROM THE OVERPASS IN WAIALUA, GO WEST ON
 TU1543'STATE HIGHWAY 99 FOR 3.8 MILES TO SIDE ROAD LEFT AT SIGN SITE 84
 TU1543'IFC.  TURN LEFT AND GO 0.4 MILE TO T-INTERSECTION.  TURN LEFT
 TU1543'AND GO 0.3 MILE.  TURN RIGHT AND GO 0.3 MILE ON PAVED ROAD TO
 TU1543'LOCKED GATE.  PASS THROUGH GATE AND CONTINUE ON PAVED ROAD
 TU1543'UPGRADE FOR 4.0 MILES TO END OF ROAD AT RADAR INSTALLATION.
 TU1543'WALK SOUTH UP RIDGE FOR ABOUT 175 YARDS TO STATION MOKU.
 TU1543'CONTINUE ALONG CREST OF BRUSHY RIDGE TO STATION MARK.
 TU1543'
 TU1543'STATION MARK IS A 3 X 4-INCH BRASS PLATE STAMPED US ENG ELEV,
 TU1543'SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL-PIPE THAT PROJECTS
 TU1543'6 INCHES FROM A 1-FOOT-DIAMETER CONCRETE MONUMENT FLUSH WITH
 TU1543'THE GROUND.  IT IS 286.06 FEET (87.191 M) FROM STATION MOKU 1927
 TU1543'IN AZIMUTH 332 DEG 25 MIN 16 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3325 ***********************************************************************
 TU3325  DESIGNATION -  KAHAU
 TU3325  PID         -  TU3325
 TU3325  STATE/COUNTY-  HI/MAUI
 TU3325  USGS QUAD   -  
 TU3325
 TU3325                         *CURRENT SURVEY CONTROL
 TU3325  ___________________________________________________________________
 TU3325* NAD 83(1993)-  21 04 57.32729(N)    156 49 12.18060(W)     ADJUSTED  
 TU3325* LOCAL TIDAL -       426.     (meters)    1398.     (feet)  VERT ANG  
 TU3325  ___________________________________________________________________
 TU3325  EPOCH DATE  -        1993.62
 TU3325  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 TU3325  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU3325
 TU3325  HORZ ORDER  -  SECOND
 TU3325
 TU3325.The horizontal coordinates were established by classical geodetic methods
 TU3325.and adjusted by the National Geodetic Survey in December 1998..
 TU3325.The horizontal coordinates are valid at the epoch date displayed above.
 TU3325.The epoch date for horizontal control is a decimal equivalence
 TU3325.of Year/Month/Day.
 TU3325
 TU3325.The orthometric height was determined by vertical angle observations.
 TU3325.No vertical observational check was made to the station.
 TU3325
 TU3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3325
 TU3325.The geoid height was determined by GEOID03.
 TU3325
 TU3325;                    North         East     Units Scale Factor Converg.
 TU3325;SPC HI 2     -    82,957.663   484,061.962   MT  0.99996980   -0 03 18.6
 TU3325;UTM  04      - 2,332,838.550   726,475.513   MT  1.00023388   +0 47 04.2
 TU3325
 TU3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3325!SPC HI 2     -   0.99993056  x   0.99996980  =   0.99990036
 TU3325!UTM  04      -   0.99993056  x   1.00023388  =   1.00016442
 TU3325
 TU3325:                Primary Azimuth Mark                     Grid Az
 TU3325:SPC HI 2     -  MAPULEHU                                 132 36 31.2
 TU3325:UTM  04      -  MAPULEHU                                 131 46 08.4
 TU3325
 TU3325|---------------------------------------------------------------------|
 TU3325| PID    Reference Object                     Distance      Geod. Az  |
 TU3325|                                                           dddmmss.s |
 TU3325| TU3321 MAPULEHU                            APPROX. 2.5 KM 1323312.6 |
 TU3325| CN5273 KAHAU RM 1                            7.113 METERS 16107     |
 TU3325| CN5274 KAHAU RM 2                            6.718 METERS 34014     |
 TU3325|---------------------------------------------------------------------|
 TU3325
 TU3325                          SUPERSEDED SURVEY CONTROL
 TU3325
 TU3325  NAD 83(1986)-  21 04 57.28150(N)    156 49 12.12942(W) AD(       ) 2
 TU3325  OLD HI      -  21 05 08.76900(N)    156 49 22.24100(W) AD(       ) 2
 TU3325
 TU3325.Superseded values are not recommended for survey control.
 TU3325.NGS no longer adjusts projects to the OLD HI datum.
 TU3325.See file dsdata.txt to determine how the superseded data were derived.
 TU3325
 TU3325_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2647632839(NAD 83)
 TU3325_MARKER: Z = SEE DESCRIPTION
 TU3325_SETTING: 0 = UNSPECIFIED SETTING
 TU3325
 TU3325  HISTORY     - Date     Condition        Report By
 TU3325  HISTORY     - 1962     MONUMENTED       CGS
 TU3325
 TU3325                          STATION DESCRIPTION
 TU3325
 TU3325'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3325'STATION IS LOCATED, ARILINE, ABOUT 13 MILES EAST OF KAUNAKAKAI,
 TU3325'2 MILES WEST-NORTHWEST OF KUPEKE FISHPOND AND 1 MILE NORTH-NORTHWEST
 TU3325'OF STATE HIGHWAY 45, AT AN ELEVATION OF ABOUT 1400 FEET ON A
 TU3325'STEEP, BARE SLOPE THAT LIES ON THE WEST SIDE OF MAPULEHU STREAM.
 TU3325'IT IS ABOUT 1/2 MILE SOUTH OF THE POINT WHERE KAHAU GULCH AND
 TU3325'KAPUNA GULCH CONVERGE INTO MAPULEHU STREAM, AND 150 YARDS SOUTH
 TU3325'OF NORTH POINT OF PASTURE, WHERE A FENCE LINE CONVERGES WITH THE
 TU3325'NORTHEAST RIM OF THE SLOPE.
 TU3325'
 TU3325'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST SOUTH
 TU3325'OF THE POST OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY 45 FOR
 TU3325'16.2 MILES TO A SIGN ON RIGHT, WAILAU TRAIL, OPPOSITE A BOARD GATE
 TU3325'AND SIDE ROAD LEFT.  GO LEFT, THROUGH GATE AND GO NORTH FOR 0.1
 TU3325'MILE TO FORK OPPOSITE THE NORTH ONE OF TWO BARNS.  TAKE DIM LEFT
 TU3325'FORK AND GO 0.05 MILE TO OLD GATE UNDER TREES.  PASS THROUGH
 TU3325'GATE AND FOLLOW STEEP JEEP ROAD UP SLOPE FOR 0.6 MILE TO OLD
 TU3325'GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.3 MILE TO WASH.
 TU3325'DETOUR UP TO RIGHT AROUND WASH AND THEN CONTINUE ON ROAD,
 TU3325'WINDING UPGRADE, FOR 0.6 MILE TO FENCE LINE.  TURN RIGHT AND
 TU3325'FOLLOW WASHED OUT ROAD NORTHERLY UPGRADE FOR 0.45 MILE TO
 TU3325'T-FENCE JUNCTION WITH BOARD GATE IN THE EAST-WEST FENCE, AND
 TU3325'STATION.
 TU3325'
 TU3325'STATION MARK IS A STANDARD DISK, STAMPED KAHAU 1962, BRAZED TO
 TU3325'THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN CEMENT AND
 TU3325'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 48.3 FEET NORTH-NORTHWEST
 TU3325'OF A TRIANGLE BLAZE ON THE T-FENCE JUNCTION POST AND 2.6 FEET
 TU3325'EAST-NORTHEAST OF THE FENCE LINE.
 TU3325'
 TU3325'REFERENCE MARK ONE IS A STANDARD DISK STAMPED KAHAU NO 1 1962,
 TU3325'BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET IN CEMENT
 TU3325'AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS 2-1/2 FEET
 TU3325'EAST-NORTHEAST OF THE FENCE LINE, 26 FEET NORTH-NORTHWEST OF THE
 TU3325'T-FENCE JUNCTION AND ABOUT 5 FEET LOWER THAN STATION.
 TU3325'
 TU3325'REFERENCE MARK TWO IS A STANDARD DISK STAMPED KAHAU NO 2 1962,
 TU3325'BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET IN CEMENT AND
 TU3325'PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS 2-1/2 FEET
 TU3325'EAST-NORTHEAST OF FENCE LINE AND ABOUT 4-1/2 FEET HIGHER THAN
 TU3325'THE STATION.
 TU3325'
 TU3325'STATION MAPULEHU 1925 WILL SERVE AS THE AZIMUTH MARK.
 TU3325'
 TU3325'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED TO DRIVE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1286 ***********************************************************************
 TU1286  DESIGNATION -  KAHAUIKI
 TU1286  PID         -  TU1286
 TU1286  STATE/COUNTY-  HI/HONOLULU
 TU1286  USGS QUAD   -  HONOLULU (1983)
 TU1286
 TU1286                         *CURRENT SURVEY CONTROL
 TU1286  ___________________________________________________________________
 TU1286* NAD 83(1993)-  21 21 31.43097(N)    157 51 40.08473(W)     ADJUSTED  
 TU1286* LOCAL TIDAL -       340.5    (meters)    1117.     (feet)  VERT ANG  
 TU1286  ___________________________________________________________________
 TU1286  EPOCH DATE  -        1993.62
 TU1286  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 TU1286  GEOID HEIGHT-          15.97  (meters)                     GEOID03
 TU1286
 TU1286  HORZ ORDER  -  FIRST
 TU1286
 TU1286.The horizontal coordinates were established by classical geodetic methods
 TU1286.and adjusted by the National Geodetic Survey in December 1998..
 TU1286.The horizontal coordinates are valid at the epoch date displayed above.
 TU1286.The epoch date for horizontal control is a decimal equivalence
 TU1286.of Year/Month/Day.
 TU1286
 TU1286.The orthometric height was determined by vertical angle observations.
 TU1286
 TU1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1286
 TU1286.The geoid height was determined by GEOID03.
 TU1286
 TU1286;                    North         East     Units Scale Factor Converg.
 TU1286;SPC HI 3     -    21,271.576   514,402.974   MT  0.99999256   +0 03 02.1
 TU1286;UTM  04      - 2,362,277.655   618,081.560   MT  0.99977230   +0 24 53.4
 TU1286
 TU1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1286!SPC HI 3     -   0.99994398  x   0.99999256  =   0.99993654
 TU1286!UTM  04      -   0.99994398  x   0.99977230  =   0.99971629
 TU1286
 TU1286|---------------------------------------------------------------------|
 TU1286| PID    Reference Object                     Distance      Geod. Az  |
 TU1286|                                                           dddmmss.s |
 TU1286| CJ9519 KAHAUIKI RM 1                        11.127 METERS 07506     |
 TU1286| TU1212 ROUND TOP RESET                     APPROX. 6.4 KM 1413102.4 |
 TU1286| CJ9520 KAHAUIKI RM 2                        11.088 METERS 23754     |
 TU1286|---------------------------------------------------------------------|
 TU1286
 TU1286                          SUPERSEDED SURVEY CONTROL
 TU1286
 TU1286  NAD 83(1986)-  21 21 31.38091(N)    157 51 40.09340(W) AD(       ) 1
 TU1286  OLD HI      -  21 21 42.78137(N)    157 51 49.97329(W) AD(       ) 1
 TU1286
 TU1286.Superseded values are not recommended for survey control.
 TU1286.NGS no longer adjusts projects to the OLD HI datum.
 TU1286.See file dsdata.txt to determine how the superseded data were derived.
 TU1286
 TU1286_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1808262278(NAD 83)
 TU1286_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1286
 TU1286  HISTORY     - Date     Condition        Report By
 TU1286  HISTORY     - 1969     MONUMENTED       CGS
 TU1286
 TU1286                          STATION DESCRIPTION
 TU1286
 TU1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1286'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF THE FEDERAL
 TU1286'BUILDINGS IN HONOLULU, 5 MILES EAST-SOUTHEAST OF AIEA, 1/2 MILE
 TU1286'NORTHEAST OF THE LIKELIKE HIGHWAY AND ON LAND BELONGING TO FORT
 TU1286'SHAFTER MILITARY RESERVATION.
 TU1286'
 TU1286'TO REACH FROM THE INTERSECTION OF LIKELIKE HIGHWAY AND LUNALILO
 TU1286'FREEWAY IN HONOLULU, GO NORTHWEST ON LUNALILO FREEWAY FOR 1 MILE,
 TU1286'THENCE BEAR RIGHT ON FORT SHAFTER EXIT AND CONTINUE NORTHWEST
 TU1286'FOR 0.3 MILE TO THE ENTRANCE TO FORT SHAFTER MILITARY RESERVATION,
 TU1286'ON E STREET (BECOMING FUNSTON ROAD) FOR 0.4 MILE.  TURN RIGHT ON
 TU1286'CHAMBERLAIN ROAD FOR 0.1 MILE TO MACOMB ROAD ON THE LEFT, TURN
 TU1286'LEFT AND FOLLOW MACOMB ROAD NORTHERLY FOR 0.5 MILE TO A REVERSE
 TU1286'FORK ON THE LEFT, AT A SMALL BUILDING (NUMBERED 1100) ON THE
 TU1286'LEFT.  TURN SHARP LEFT ON RADAR HILL ROAD, A NARROW WINDING
 TU1286'ROAD UPHILL FOR 1.2 MILE TO THE END OF OLD SURFACED ROAD AT
 TU1286'A TURN-AROUND.  CONTINUE AHEAD ON TRACK ROAD FOR 0.15 MILE
 TU1286'TO THE TOP OF A SMALL SADDLE AND STATION ON THE RIGHT, ON TOP OF
 TU1286'CUT BANK.
 TU1286'
 TU1286'STATION MARK IS A STANDARD DISK STAMPED KAHAUIKI 1969, SET
 TU1286'IN THE TOP OF A ROUND CONCRETE MONUMENT, WHICH PROJECT 3 INCHES
 TU1286'ABOVE THE SURFACE OF THE GROUND, IT IS 12 INCH ACROSS THE TOP
 TU1286'OF MARK.  IT IS 4 FEET NORTH OF A TREE, 8 FEET SOUTH OF A DROP
 TU1286'OFF TO THE NORTH.
 TU1286'
 TU1286'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KAHAUIKI NO 1 1969,
 TU1286'SET IN THE TOP OF A 12 INCHES ROUND CONCRETE MONUMENT, WHICH
 TU1286'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1
 TU1286'FOOT NORTH OF THE EDGE OF A GROUP OF TREES, 4 FEET SOUTH OF A
 TU1286'DROP OFF ON THE NORTH.
 TU1286'
 TU1286'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KAHAUIKI NO 2
 TU1286'1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, WHICH
 TU1286'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2 FEET
 TU1286'NORTH OF A GROUP OF TREES, 10 FEET SOUTH OF EDGE OF DROP OFF
 TU1286'ON THE NORTH.
 TU1286'
 TU1286'NOTE NO MEASURMENT BETWEEN REFERENCE MARKS DUE TO ROUGH TERRAIN.
 TU1286'
 TU1286'HEIGHT OF LIGHT ABOVE STATION MARK 5.1 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1681 ***********************************************************************
 TU1681  DESIGNATION -  KAHE RESET
 TU1681  PID         -  TU1681
 TU1681  STATE/COUNTY-  HI/HONOLULU
 TU1681  USGS QUAD   -  EWA (1983)
 TU1681
 TU1681                         *CURRENT SURVEY CONTROL
 TU1681  ___________________________________________________________________
 TU1681* NAD 83(1993)-  21 21 06.47208(N)    158 07 40.31890(W)     ADJUSTED  
 TU1681* LOCAL TIDAL -        84.8    (meters)     278.     (feet)  VERT ANG  
 TU1681  ___________________________________________________________________
 TU1681  EPOCH DATE  -        1993.62
 TU1681  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 TU1681  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU1681
 TU1681  HORZ ORDER  -  FIRST
 TU1681
 TU1681.The horizontal coordinates were established by classical geodetic methods
 TU1681.and adjusted by the National Geodetic Survey in December 1998..
 TU1681.The horizontal coordinates are valid at the epoch date displayed above.
 TU1681.The epoch date for horizontal control is a decimal equivalence
 TU1681.of Year/Month/Day.
 TU1681
 TU1681.The orthometric height was determined by vertical angle observations.
 TU1681
 TU1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1681
 TU1681.The geoid height was determined by GEOID03.
 TU1681
 TU1681;                    North         East     Units Scale Factor Converg.
 TU1681;SPC HI 3     -    20,502.979   486,737.208   MT  0.99999217   -0 02 47.6
 TU1681;UTM  04      - 2,361,333.467   590,428.311   MT  0.99970105   +0 19 03.2
 TU1681
 TU1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1681!SPC HI 3     -   0.99998427  x   0.99999217  =   0.99997644
 TU1681!UTM  04      -   0.99998427  x   0.99970105  =   0.99968533
 TU1681
 TU1681:                Primary Azimuth Mark                     Grid Az
 TU1681:SPC HI 3     -  MANAWAHUA PK RADAR DOME                  031 38 01.7
 TU1681:UTM  04      -  MANAWAHUA PK RADAR DOME                  031 16 10.9
 TU1681
 TU1681|---------------------------------------------------------------------|
 TU1681| PID    Reference Object                     Distance      Geod. Az  |
 TU1681|                                                           dddmmss.s |
 TU1681| TU1640 MANAWAHUA PK RADAR DOME             APPROX. 4.5 KM 0313514.1 |
 TU1681| CJ9521 KAHE RM 1                            20.231 METERS 06922     |
 TU1681| TU1672 BARBERS PT STANDARD OIL SE TWR      APPROX. 5.0 KM 1614724.5 |
 TU1681| TU1673 BARBERS PT STANDARD OIL NW TWR      APPROX. 4.8 KM 1622150.5 |
 TU1681| CJ9522 KAHE RM 2                             7.522 METERS 19736     |
 TU1681| TU1708 PUU O HULU MAKAI RESET              APPROX. 7.0 KM 3211643.6 |
 TU1681| TU1706 NANAKULI USN LAB 111 MID STA        APPROX. 5.0 KM 3262924.3 |
 TU1681| TU1689 NANAKULI USN LAB 111 S STA          APPROX. 2.9 KM 3340918.5 |
 TU1681|---------------------------------------------------------------------|
 TU1681
 TU1681                          SUPERSEDED SURVEY CONTROL
 TU1681
 TU1681  NAD 83(1986)-  21 21 06.42048(N)    158 07 40.33044(W) AD(       ) 1
 TU1681  OLD HI      -  21 21 17.80039(N)    158 07 50.21694(W) AD(       ) 1
 TU1681
 TU1681.Superseded values are not recommended for survey control.
 TU1681.NGS no longer adjusts projects to the OLD HI datum.
 TU1681.See file dsdata.txt to determine how the superseded data were derived.
 TU1681
 TU1681_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9042861333(NAD 83)
 TU1681
 TU1681  HISTORY     - Date     Condition        Report By
 TU1681  HISTORY     - 1927     MONUMENTED       HITS
 TU1681  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1681  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1681  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1681  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1681
 TU1681                          STATION DESCRIPTION
 TU1681
 TU1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1681'ON SUMMIT OF RIDGE NEAR BOUNDARY BETWEEN THE EWA AND WAIANAE
 TU1681'DISTRICTS, THE MOST SOUTHERLY RIDGE LEADING OFF WEST FROM THE
 TU1681'WAIANAE RANGE, OVER-LOOKING THE SHORE ROAD TO WAIANAE, AND
 TU1681'ABOUT 700 FEET FROM THE SEA.  ORIGINALLY MARKED BY CONCRETE POST
 TU1681'AND CAIRN OF STONES, WHICH IN 1927 WAS REPLACED WITH A NEW
 TU1681'MARK, NOTE 6A, A STANDARD DISK STATION MARK IN CONCRETE IN
 TU1681'TILE.  REFERENCE MARK NO. 1, NOTE 12A, A STANDARD REFERENCE
 TU1681'DISK IN OUTCROPPING BEDROCK, IS 20.258 METERS (66.46 FEET) FROM
 TU1681'STATION IN AZIMUTH 240 DEG 22 MIN.  REFERENCE MARK NO. 2,
 TU1681'A STANDARD REFERENCE DISK SET IN DRILL HOLE IN CONCRETE
 TU1681'BASE, IS 7.552 METERS (24.78 FEET) FROM STATION IN AZIMUTH 17
 TU1681'DEG 39 MIN.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1681
 TU1681                          STATION RECOVERY (1962)
 TU1681
 TU1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1681'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU1681'AS DESCRIBED.  2ND-ORDER ASTRONOMIC OBSERVATIONS WERE MADE.
 TU1681
 TU1681                          STATION RECOVERY (1964)
 TU1681
 TU1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1681'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1681'COMPLETE DESCRIPTION FOLLOWS--
 TU1681'
 TU1681'STATION IS LOCATED ABOUT 2-1/4 MILES SOUTHEAST OF NANAKULI
 TU1681'AND 4 MILES WEST-NORTHWEST OF BARBERS POINT NAVAL AIR STATION,
 TU1681'AT ABOUT 277 FEET ELEVATION, ON THE EXTREME WEST END OF A
 TU1681'RIDGE.  IT IS AT THE SOUTH SIDE OF THE NEW HAWAIIAN ELECTRIC
 TU1681'COMPANY POWER PLANT AND ABOUT 600 FEET EAST OF FARRINGTON
 TU1681'HIGHWAY.
 TU1681'
 TU1681'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION
 TU1681'IN WAIPAHU, GO WESTERLY ON FARRINGTON HIGHWAY FOR 6.8 MILES TO
 TU1681'THE INTERSECTION OF CAMPBELL PARK ROAD ON THE LEFT.  CONTINUE
 TU1681'AHEAD ON THE HIGHWAY FOR 2.8 MILES TO WIDE GRAVELED ROAD RIGHT,
 TU1681'WITH A LOCKED CABLE GATE ABOUT 50 YARDS OFF THE HIGHWAY.  PASS
 TU1681'THROUGH THE GATE AND GO 0.7 MILE TO ANOTHER LOCKED CABLE
 TU1681'GATE.  PASS THROUGH AND CONTINUE FOR 0.15 MILE TO END OF TRUCK
 TU1681'TRAVEL ABOUT 100 YARDS BEFORE REACHING A MICRO-WAVE
 TU1681'RELAY BUILDING.  PACK WESTERLY DOWN ALONG OLD ROAD FOR ABOUT
 TU1681'200 YARDS TO STATION.
 TU1681'
 TU1681'STATION MARK IS A STANDARD DISK STAMPED KAHE 1927, SET IN
 TU1681'CONCRETE IN THE TOP OF A 6-INCH TILE THAT PROJECTS 1 FOOT ABOVE
 TU1681'GROUND.  IT IS 75 FEET NORTH OF AN OLD MILITARY OBSERVATION POST
 TU1681'WITH TOP CAVED IN.  A TYPE A, HAWAII TERRITORY SURVEY SIGNAL
 TU1681'IS CENTERED OVER THE MARK.  THE CONCRETE FLOOR IS 3-1/2 FEET
 TU1681'ABOVE GROUND AND THE RED AND WHITE METAL TARGET EXTENDS 8 FEET
 TU1681'ABOVE THE FLOOR.
 TU1681'
 TU1681'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHE
 TU1681'NO 1 1927, CEMENTED IN A DRILL HOLE IN LAVA OUTCROP THAT PROJECTS
 TU1681'8 INCHES.  IT IS DOWN AT THE BASE OF THE STATION KNOLL, 12.3
 TU1681'FEET LOWER THAN STATION MARK.
 TU1681'
 TU1681'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAHE NO 2
 TU1681'1927, CEMENTED IN A DRILL HOLE IN THE CENTER OF A HEXAGONAL CONCRETE
 TU1681'FOUNDATION THAT IS 6 FEET ACROSS THE CENTER.  IT IS IN THE BOTTOM
 TU1681'OF A DEPRESSION ABOUT 3 FEET DEEP AND 12 FEET ACROSS.  THE MARK IS
 TU1681'5.1 FEET LOWER THAN STATION MARK AND IS USUALLY COVERED WITH
 TU1681'LEAVES AND DIRT.
 TU1681'
 TU1681'NOTE--KEY FOR LOCKED GATES MAY BE OBTAINED AT THE HAWAIIAN
 TU1681'ELECTRIC COMPANY POWER PLANT MENTIONED ABOVE.
 TU1681
 TU1681                          STATION RECOVERY (1969)
 TU1681
 TU1681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1681'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND
 TU1681'FOUND TO BE IN GOOD CONDITION.  A SHORTER DISTANCE TO BOTH
 TU1681'REFERENCE MARKS WAS NOTED, FROM WHAT WAS RECORDED IN THE 1964
 TU1681'DATA.  A COMPLETE DESCRIPTION FOLLOWS.
 TU1681'
 TU1681'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF BARBERS POINT
 TU1681'NAVAL STATION AND 2-3/4 MILES SOUTH-SOUTHEAST OF NANAKULI, ON
 TU1681'THE WEST END OF A LOW RIDGE, JUST ABOVE INTERSTATE HIGHWAY H-1.
 TU1681'
 TU1681'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 75 AND
 TU1681'INTERSTATE HIGHWAY H-1, GO WEST ON THE INTERSTATE FOR 5.1 MILES
 TU1681'TO THE CAMPBELL INDUSTRIAL EXIT ON THE RIGHT.  CONTINUE NORTHWEST
 TU1681'ON THE INTERSTATE FOR 2.5 MILES TO A GRAVELED SIDE ROAD RIGHT,
 TU1681'AND A LOCKED GATE ABOUT 200 FEET FROM THE INTERSTATE.  (KEY FOR
 TU1681'THIS GATE WAS OBTAINED FROM THE CIVIL DEFENSE OFFICE AT CITY
 TU1681'HALL IN HONOLULU.) TURN RIGHT ON GRAVELED ROAD, PASSING
 TU1681'THROUGH GATE, AND FOLLOW MAIN ROAD NORTHEAST THEN WEST FOR 0.8
 TU1681'MILE TO THE TOP OF A RIDGE.  (THIS IS ABOUT 0.1 MILE BEFORE
 TU1681'REACHING A MICRO-WAVE INSTALLATION.) TURN LEFT, PICKING WAY
 TU1681'THROUGH BRUSH, FOR 0.15 MILE TO THE WEST END OF THE RIDGE AND
 TU1681'THE STATION ON A SMALL KNOLL.
 TU1681'
 TU1681'THE STATION MARK IS A STANDARD DISK, STAMPED KAHE 1927, SET IN
 TU1681'THE TOP OF A CONCRETE-FILLED 6-INCH IRON PIPE WHICH PROJECTS
 TU1681'ABOUT 1 FOOT.  A HAWAII TERRITORY TYPE A SIGNAL IS OVER THE
 TU1681'MARK.  IT IS A 5-FOOT SQUARE CONCRETE SLAB SUPPORTED ON TWO ENDS
 TU1681'BY ROCK WALLS.  IT IS ABOUT 3-1/2 FEET TALL AND 75 FEET NORTH OF
 TU1681'AN OLD MILITARY OBSERVATION POST.
 TU1681'
 TU1681'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KAHE NO 1 1927,
 TU1681'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH PROJECTS
 TU1681'ABOUT 8 INCHES.  IT IS AT THE BASE OF THE KNOLL AND ABOUT 12 FEET
 TU1681'LOWER THAN THE STATION.
 TU1681'
 TU1681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KAHE NO 2 1927,
 TU1681'CEMENTED IN A DRILL HOLE IN THE NEAR CENTER OF A HEXAGONAL
 TU1681'CONCRETE SLAB THAT IS 6 FEET ACROSS.  IT IS ABOUT 5 FEET LOWER
 TU1681'THAN THE STATION.
 TU1681'
 TU1681'THE BACK CENTER OF THE MICRO-WAVE DISK WAS INTERSECTED AND MAY
 TU1681'SERVE AS AN AZIMUTH.
 TU1681'
 TU1681'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO ROUGH TERRAIN.
 TU1681'
 TU1681'HEIGHT OF LIGHT ABOVE STATION MARK 8.0 FEET.
 TU1681'
 TU1681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1681'2-3/4 MILES SOUTH-SOUTHEAST OF NANAKULI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3201 ***********************************************************************
 TU3201  DESIGNATION -  KAHEA
 TU3201  PID         -  TU3201
 TU3201  STATE/COUNTY-  HI/MAUI
 TU3201  USGS QUAD   -  
 TU3201
 TU3201                         *CURRENT SURVEY CONTROL
 TU3201  ___________________________________________________________________
 TU3201* NAD 83(1993)-  20 50 13.11969(N)    156 49 05.63831(W)     ADJUSTED  
 TU3201* LOCAL TIDAL -        14.2    (meters)      47.     (feet)  VERT ANG  
 TU3201  ___________________________________________________________________
 TU3201  EPOCH DATE  -        1993.62
 TU3201  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 TU3201  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 TU3201
 TU3201  HORZ ORDER  -  SECOND
 TU3201
 TU3201.The horizontal coordinates were established by classical geodetic methods
 TU3201.and adjusted by the National Geodetic Survey in December 1998..
 TU3201.The horizontal coordinates are valid at the epoch date displayed above.
 TU3201.The epoch date for horizontal control is a decimal equivalence
 TU3201.of Year/Month/Day.
 TU3201
 TU3201.The orthometric height was determined by vertical angle observations.
 TU3201
 TU3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3201
 TU3201.The geoid height was determined by GEOID03.
 TU3201
 TU3201;                    North         East     Units Scale Factor Converg.
 TU3201;SPC HI 2     -    55,764.879   484,225.066   MT  0.99996974   -0 03 14.1
 TU3201;UTM  04      - 2,305,643.808   727,035.027   MT  1.00023704   +0 46 35.1
 TU3201
 TU3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3201!SPC HI 2     -   0.99999522  x   0.99996974  =   0.99996496
 TU3201!UTM  04      -   0.99999522  x   1.00023704  =   1.00023226
 TU3201
 TU3201|---------------------------------------------------------------------|
 TU3201| PID    Reference Object                     Distance      Geod. Az  |
 TU3201|                                                           dddmmss.s |
 TU3201| CN5276 KAHEA RM 2                            2.450 METERS 04135     |
 TU3201| CN5275 KAHEA RM 1                            4.360 METERS 15524     |
 TU3201| TU3211 HAUA                                APPROX. 2.8 KM 3112434.6 |
 TU3201|---------------------------------------------------------------------|
 TU3201
 TU3201                          SUPERSEDED SURVEY CONTROL
 TU3201
 TU3201  NAD 83(1986)-  20 50 13.07511(N)    156 49 05.60010(W) AD(       ) 2
 TU3201  OLD HI      -  20 50 24.42600(N)    156 49 15.67400(W) AD(       ) 2
 TU3201
 TU3201.Superseded values are not recommended for survey control.
 TU3201.NGS no longer adjusts projects to the OLD HI datum.
 TU3201.See file dsdata.txt to determine how the superseded data were derived.
 TU3201
 TU3201_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2703505644(NAD 83)
 TU3201_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3201_SETTING: 66 = SET IN ROCK OUTCROP
 TU3201
 TU3201  HISTORY     - Date     Condition        Report By
 TU3201  HISTORY     - 1962     MONUMENTED       CGS
 TU3201
 TU3201                          STATION DESCRIPTION
 TU3201
 TU3201'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3201'STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE EAST OF LANAI CITY
 TU3201'AND 1-1/4 MILES SOUTHEAST OF OLD KEOMUKU VILLAGE.  ON A SMALL
 TU3201'TREE-COVERED HILL OF ABOUT 48 FEET ELEVATION.  IT IS ABOUT 200
 TU3201'YARDS SOUTHWEST OF THE NORTHEAST COAST OF THE ISLAND AND 150 YARDS
 TU3201'SOUTHWEST OF AN OLD WELL AND COCONUT GROVE, IN A DENSELY WOODED
 TU3201'AREA.
 TU3201'
 TU3201'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3201'NORTHERLY ON HIGHWAY 44 FOR 8.6 MILES TO END OF PAVED
 TU3201'ROAD.  CONTINUE ON DIRT ROAD, HIGHWAY 44, ALONG COAST OF ISLAND
 TU3201'FOR 6.5 MILES TO OLD KEOMUKU VILLAGE.  CONTINUE ON THE ROAD FOR
 TU3201'1.0 MILE TO A FORK.  TKAE LEFT FORK AND CONTINUE ALONG SHORELINE
 TU3201'FOR 0.65 MILE TO OLD WELL ON RIGHT, AND A TRIANGLE BLAZE ON
 TU3201'COCONUT TREE, JUST AFTER MAKING A RIGHT JOG.  FROM HERE PACK
 TU3201'SOUTHWEST THROUGH KIAWE TREES FOR ABOUT 150 YARDS TO LOW HILL
 TU3201'AND STATION.
 TU3201'
 TU3201'STATION MARK IS A STANDARD DISK STAMPED KAHEA 1962, CEMENTED IN
 TU3201'A DRILL HOLE IN A 2-FOOT BOULDER THAT PROJECTS ABOUT 5 INCHES
 TU3201'ABOVE GROUND.  IT IS 21 FEET EAST OF A LARGE, 6-FOOT BOULDER THAT
 TU3201'HAS SOME SLIGHTLY SMALLER BOULDERS SURROUNDING IT.
 TU3201'
 TU3201'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHEA NO 1
 TU3201'1962, CEMENTED IN A DRILL HOLE IN A 3 X 4-FOOT BOULDER THAT
 TU3201'PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS ABOUT 5 FEET LOWER
 TU3201'THAN STATION MARK.
 TU3201'
 TU3201'REFERENCE MARK NUMBER TWO IS A STANDARD DISK KAHEA NO 2 1962,
 TU3201'CEMENTED IN A DRILL HOLE IN 3 X 5-FOOT BOULDER, ABOUT 1-1/2 FEET
 TU3201'LOWER THAN THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2710 ***********************************************************************
 TU2710  DESIGNATION -  KAHEI HTS 1948
 TU2710  PID         -  TU2710
 TU2710  STATE/COUNTY-  HI/HAWAII
 TU2710  USGS QUAD   -  HAWI (1995)
 TU2710
 TU2710                         *CURRENT SURVEY CONTROL
 TU2710  ___________________________________________________________________
 TU2710* NAD 83(1993)-  20 14 26.66901(N)    155 50 13.03803(W)     ADJUSTED  
 TU2710* LOCAL TIDAL -       189.7    (meters)     622.     (feet)  VERT ANG  
 TU2710  ___________________________________________________________________
 TU2710  EPOCH DATE  -        1993.62
 TU2710  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 TU2710  GEOID HEIGHT-          18.07  (meters)                     GEOID03
 TU2710
 TU2710  HORZ ORDER  -  SECOND
 TU2710
 TU2710.The horizontal coordinates were established by classical geodetic methods
 TU2710.and adjusted by the National Geodetic Survey in December 1998..
 TU2710.The horizontal coordinates are valid at the epoch date displayed above.
 TU2710.The epoch date for horizontal control is a decimal equivalence
 TU2710.of Year/Month/Day.
 TU2710
 TU2710.The orthometric height was determined by vertical angle observations.
 TU2710
 TU2710.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2710
 TU2710.The geoid height was determined by GEOID03.
 TU2710
 TU2710;                    North         East     Units Scale Factor Converg.
 TU2710;SPC HI 1     -   155,828.738   464,793.575   MT  0.99998198   -0 06 59.7
 TU2710;UTM  05      - 2,240,662.257   203,600.684   MT  1.00068595   -0 58 55.9
 TU2710
 TU2710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2710!SPC HI 1     -   0.99996734  x   0.99998198  =   0.99994932
 TU2710!UTM  05      -   0.99996734  x   1.00068595  =   1.00065327
 TU2710
 TU2710:                Primary Azimuth Mark                     Grid Az
 TU2710:SPC HI 1     -  CATHOLIC CH E CROSS ON BELFRY            137 12 29.3
 TU2710:UTM  05      -  CATHOLIC CH E CROSS ON BELFRY            138 04 25.5
 TU2710
 TU2710|---------------------------------------------------------------------|
 TU2710| PID    Reference Object                     Distance      Geod. Az  |
 TU2710|                                                           dddmmss.s |
 TU2710| TU2721 CATHOLIC CH E CROSS ON BELFRY       410.379 METERS 1370529.6 |
 TU2710| TU2714 PUU ULA                             APPROX. 2.8 KM 2451552.7 |
 TU2710|---------------------------------------------------------------------|
 TU2710
 TU2710                          SUPERSEDED SURVEY CONTROL
 TU2710
 TU2710  NAD 83(1986)-  20 14 26.63718(N)    155 50 13.03392(W) AD(       ) 2
 TU2710  OLD HI      -  20 14 37.70300(N)    155 50 23.07300(W) AD(       ) 2
 TU2710
 TU2710.Superseded values are not recommended for survey control.
 TU2710.NGS no longer adjusts projects to the OLD HI datum.
 TU2710.See file dsdata.txt to determine how the superseded data were derived.
 TU2710
 TU2710_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0360140662(NAD 83)
 TU2710
 TU2710  HISTORY     - Date     Condition        Report By
 TU2710  HISTORY     - 1948     MONUMENTED       HITS
 TU2710  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2710  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2710  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2710  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2710
 TU2710                          STATION DESCRIPTION
 TU2710
 TU2710'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2710'LOCATED 0.8 MILES WEST OF THE CROSS ROADS AT HAWI, KOHALA DISTRICT,
 TU2710'AND 200 TO 300 YARDS NORTH OF THE MAIN HIGHWAY, ON A SMALL RISE
 TU2710'ADJACENT TO AN IRRIGATION DITCH AND CANE FIELD.  FROM HAWI TURN
 TU2710'NORTH ABOUT 34 YARDS BEFORE REACHING TELEPHONE POLE NO. 10 AND
 TU2710'AFTER PROCEEDING 200 TO 300 YARDS, THE STATION WILL BE SEEN TO THE
 TU2710'EAST.
 TU2710'
 TU2710'THIS IS AN OLD HAWAII TERRITORY STATION, ORIGINALLY A DRILL
 TU2710'HOLE IN STONE WHICH THAT DEPARTMENT RECOVERED IN 1938.  A CONCRETE
 TU2710'PLATFORM, METAL POLE AND TARGET WERE INSTALLED IN 1938.
 TU2710
 TU2710                          STATION RECOVERY (1958)
 TU2710
 TU2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2710'THE STATION WAS RECOVERED AS DESCRIBED IN 1948 EXCEPT THE STEEL
 TU2710'LEGS HAVE RUSTED OFF AND THE METAL TARGET HAS FALLEN TO ONE
 TU2710'SIDE.  BRUSH NOW ALSO SURROUNDS THE PLATFORM.
 TU2710'
 TU2710'TO REACH GO 0.5 MILE WEST ALONG THE HIGHWAY FROM THE JUNCTION IN
 TU2710'HAWI.  TURN RIGHT ON DIRT ROAD AND GO 0.05 MILE.  STATION IS TO
 TU2710'THE EAST ABOUT 300 YARDS ACROSS CANE FIELD AND ABOUT 30 FEET EAST
 TU2710'OF A DITCH IN A CLUMP OF BRUSH.
 TU2710
 TU2710                          STATION RECOVERY (1962)
 TU2710
 TU2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2710'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU2710'1948.  A PILE OF BOULDERS HAS BEEN THROWN UP AROUND THE STATION
 TU2710'AND A WOODEN OBSERVATION TOWER HAS BEEN BUILT ABOUT 25 FEET NORTH.
 TU2710
 TU2710                          STATION RECOVERY (1967)
 TU2710
 TU2710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2710'STATION WAS RECOVERED.  THE SUPPORT LEGS FOR THE METAL TARGET
 TU2710'HAVE RUSTED OFF AND THE TARGET NO LONGER STANDS.  A COMPLETE
 TU2710'DESCRIPTION FOLLOWS--
 TU2710'
 TU2710'STATION IS LOCATED ABOUT 1/2-MILE WEST-NORTHWEST OF THE MAIN
 TU2710'INTERSECTION IN HAWI, AND 700 FEET NORTH OF STATE HIGHWAY 27, ON
 TU2710'A LOW KNOLL IN CANE FIELD, IN THE SOUTHEAST ANGLE OF A CROSSROAD.
 TU2710'
 TU2710'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO NORTH ON STATE
 TU2710'HIGHWAY 25 FOR 0.1 MILE.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 TU2710'27 FOR 0.45 MILE TO SIDE ROAD RIGHT, AT POWER POLE 22.  TURN
 TU2710'RIGHT AND GO NORTH ON CANEFIELD ROAD FOR 0.2 MILE TO CROSSROAD
 TU2710'AND STATION ON RIGHT.
 TU2710'
 TU2710'STATION IS MARKED BY A HOLE IN ROCK AT THE BOTTOM OF A
 TU2710'5-INCH-DIAMETER HOLE 12 INCHES DEEP, IN THE CENTER OF A TRIANGULAR,
 TU2710'CONCRETE PLATFORM 7 FEET ON EACH SIDE.  IT IS 20 FEET SOUTHEAST
 TU2710'OF THE SOUTHEAST LEG OF AN 18-FOOT, WOODEN TOWER AND 72 FEET
 TU2710'EAST-SOUTHEAST OF IRRIGATION HYDRANT NO. 3.  THE STATION IS
 TU2710'SURROUNDED AND PROTECTED BY A RING OF VERY LARGE ROCKS ABOUT 4
 TU2710'FEET HIGHER THAN THE PLATFORM, AND IS OBSCURED BY A GROWTH OF
 TU2710'BRUSH.
 TU2710
 TU2710                          STATION RECOVERY (1977)
 TU2710
 TU2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2710'THE STATION WAS RECOVERED IN GOOD CONDITION BUT IT WAS NOT
 TU2710'OCCUPIED OR MEASUREMENTS MADE TO THE REFERENCE MARKS AT THIS
 TU2710'TIME.  THE PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 TU2710'
 TU2710'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2710'
 TU2710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2710'1/2 MILE WNW OF HAWI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3446 ***********************************************************************
 TU3446  DESIGNATION -  KAHEKUPAPAU 1925
 TU3446  PID         -  TU3446
 TU3446  STATE/COUNTY-  HI/MAUI
 TU3446  USGS QUAD   -  ILIO POINT (1993)
 TU3446
 TU3446                         *CURRENT SURVEY CONTROL
 TU3446  ___________________________________________________________________
 TU3446* NAD 83(1993)-  21 08 05.08972(N)    157 12 23.68221(W)     ADJUSTED  
 TU3446* LOCAL TIDAL -       347.     (meters)    1138.     (feet)  SCALED    
 TU3446  ___________________________________________________________________
 TU3446  EPOCH DATE  -        1993.62
 TU3446  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 TU3446  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU3446
 TU3446  HORZ ORDER  -  THIRD
 TU3446
 TU3446.The horizontal coordinates were established by classical geodetic methods
 TU3446.and adjusted by the National Geodetic Survey in December 1998..
 TU3446.The horizontal coordinates are valid at the epoch date displayed above.
 TU3446.The epoch date for horizontal control is a decimal equivalence
 TU3446.of Year/Month/Day.
 TU3446
 TU3446.The orthometric height was scaled from a topographic map.
 TU3446
 TU3446.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3446
 TU3446.The geoid height was determined by GEOID03.
 TU3446
 TU3446;                    North         East     Units Scale Factor Converg.
 TU3446;SPC HI 2     -    88,819.731   443,916.948   MT  1.00000552   -0 11 40.8
 TU3446;UTM  04      - 2,338,111.801   686,243.043   MT  1.00002866   +0 38 48.6
 TU3446
 TU3446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3446!SPC HI 2     -   0.99994298  x   1.00000552  =   0.99994850
 TU3446!UTM  04      -   0.99994298  x   1.00002866  =   0.99997164
 TU3446
 TU3446                          SUPERSEDED SURVEY CONTROL
 TU3446
 TU3446  NAD 83(1986)-  21 08 05.04726(N)    157 12 23.63687(W) AD(       ) 3
 TU3446  OLD HI      -  21 08 16.48400(N)    157 12 33.79400(W) AD(       ) 3
 TU3446
 TU3446.Superseded values are not recommended for survey control.
 TU3446.NGS no longer adjusts projects to the OLD HI datum.
 TU3446.See file dsdata.txt to determine how the superseded data were derived.
 TU3446
 TU3446_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8624338112(NAD 83)
 TU3446
 TU3446  HISTORY     - Date     Condition        Report By
 TU3446  HISTORY     - 1925     MONUMENTED       CGS
 TU3446  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3446
 TU3446                          STATION DESCRIPTION
 TU3446
 TU3446'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3446'A SEARCH WAS MADE BUT NO MARK COULD BE FOUND.  THIS VICINITY
 TU3446'IS NOW PINEAPPLE FIELD AND THE STATION IS PRESUMED TO BE
 TU3446'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2584 ***********************************************************************
 TU2584  DESIGNATION -  KAHELO
 TU2584  PID         -  TU2584
 TU2584  STATE/COUNTY-  HI/HAWAII
 TU2584  USGS QUAD   -  KEALAKEKUA (1996)
 TU2584
 TU2584                         *CURRENT SURVEY CONTROL
 TU2584  ___________________________________________________________________
 TU2584* NAD 83(1993)-  19 37 12.57078(N)    155 59 06.84994(W)     ADJUSTED  
 TU2584* LOCAL TIDAL -        16.1    (meters)      53.     (feet)  VERT ANG  
 TU2584  ___________________________________________________________________
 TU2584  EPOCH DATE  -        1993.62
 TU2584  LAPLACE CORR-          24.40  (seconds)                    DEFLEC99
 TU2584  GEOID HEIGHT-          19.20  (meters)                     GEOID03
 TU2584
 TU2584  HORZ ORDER  -  SECOND
 TU2584
 TU2584.The horizontal coordinates were established by classical geodetic methods
 TU2584.and adjusted by the National Geodetic Survey in December 1998..
 TU2584.The horizontal coordinates are valid at the epoch date displayed above.
 TU2584.The epoch date for horizontal control is a decimal equivalence
 TU2584.of Year/Month/Day.
 TU2584
 TU2584.The orthometric height was determined by vertical angle observations.
 TU2584
 TU2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2584
 TU2584.The geoid height was determined by GEOID03.
 TU2584
 TU2584;                    North         East     Units Scale Factor Converg.
 TU2584;SPC HI 1     -    87,166.934   449,101.991   MT  0.99999867   -0 09 46.6
 TU2584;UTM  05      - 2,172,189.746   186,876.032   MT  1.00081210   -1 00 11.6
 TU2584;UTM  04      - 2,172,244.289   816,223.385   MT  1.00083622   +1 00 47.3
 TU2584
 TU2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2584!SPC HI 1     -   0.99999445  x   0.99999867  =   0.99999312
 TU2584!UTM  05      -   0.99999445  x   1.00081210  =   1.00080655
 TU2584!UTM  04      -   0.99999445  x   1.00083622  =   1.00083067
 TU2584
 TU2584:                Primary Azimuth Mark                     Grid Az
 TU2584:SPC HI 1     -  KAHELO AZ MK                             067 36 33.8
 TU2584:UTM  05      -  KAHELO AZ MK                             068 26 58.8
 TU2584:UTM  04      -  KAHELO AZ MK                             066 25 59.9
 TU2584
 TU2584|---------------------------------------------------------------------|
 TU2584| PID    Reference Object                     Distance      Geod. Az  |
 TU2584|                                                           dddmmss.s |
 TU2584| CN5277 KAHELO AZ MK                                       0672647.2 |
 TU2584| CN5279 KAHELO RM 2                          55.791 METERS 07348     |
 TU2584| CN5278 KAHELO RM 1                           3.845 METERS 08219     |
 TU2584| TU2618 KEAHUOLU PT SW RNG MARKER           APPROX. 5.5 KM 3061150.0 |
 TU2584| TU2630 KEA VORTAC 1972                     APPROX. 5.6 KM 3122833.0 |
 TU2584| TU2617 KAILUA LIGHTHOUSE                   APPROX. 2.6 KM 3195838.8 |
 TU2584| TU2599 KONA HILTON HOTEL SLIDE TOP         APPROX. 1.4 KM 3364004.8 |
 TU2584| TU2593 KAILUA MOKUAIKAUA CHURCH SPIRE      APPROX. 2.3 KM 3373253.8 |
 TU2584|---------------------------------------------------------------------|
 TU2584
 TU2584                          SUPERSEDED SURVEY CONTROL
 TU2584
 TU2584  NAD 83(1986)-  19 37 12.56831(N)    155 59 06.87978(W) AD(       ) 2
 TU2584  OLD HI      -  19 37 23.47700(N)    155 59 16.91100(W) AD(       ) 2
 TU2584
 TU2584.Superseded values are not recommended for survey control.
 TU2584.NGS no longer adjusts projects to the OLD HI datum.
 TU2584.See file dsdata.txt to determine how the superseded data were derived.
 TU2584
 TU2584_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8687672190(NAD 83)
 TU2584
 TU2584  HISTORY     - Date     Condition        Report By
 TU2584  HISTORY     - 1882     MONUMENTED       CGS
 TU2584  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2584  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2584  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2584  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2584
 TU2584                          STATION DESCRIPTION
 TU2584
 TU2584'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2584'ON WEST COAST OF HAWAII, IN NORTH KONA DISTRICT, AT KAILUA, ABOUT
 TU2584'2,000 METERS SOUTH OF THE COURTHOUSE, AND IMMEDIATELY SOUTH OF
 TU2584'KAHULUI BAY, ABOUT 70 METERS NORTH OF THE WELL-MARKED SHORE
 TU2584'TRAIL, AND ABOUT 230 METERS INSHORE FROM THE POINT.  KAHULUI BAY
 TU2584'WILL BE RECOGNIZED AS THE THIRD YELLOW SAND COVE SOUTH OF THE
 TU2584'COURTHOUSE, THE FIRST BEING CLOSE TO THE SOUTH SIDE OF THE
 TU2584'COURTHOUSE.  STATION IS AT THE HEAD OF AN ANCIENT HOLUA OR
 TU2584'TOBOGGAN SLIDE, MADE OF ROUGH ROCK, AND NOW RESEMBLING AN
 TU2584'ABANDONED ROADWAY.  THE SLIDE SLOPES TO THE WEST, TOWARD THE
 TU2584'SHORE.  STATION MARKED BY LARGE TRIANGLE CUT IN ROCK.  IN
 TU2584'1928 STATION RECOVERED AS DESCRIBED, BETWEEN ROAD AND BEACH.
 TU2584'THERE IS A SLIGHT BREAK IN THE STONE WALL WHICH PARALLELS THE
 TU2584'ROAD, WHERE THE OLD TOBOGGAN SLIDE LEADS TO THE BEACH.  AT
 TU2584'THIS PLACE A TREE ON THE OUTSIDE OF THE ROAD WAS BLAZED, AND
 TU2584'TWO NAILS DRIVEN IN THE BLAZE.  NUMEROUS SMALL BRANCHES HAVE BEEN
 TU2584'CUT FROM THIS TREE.  A REFERENCE MARK WAS CEMENTED IN THE
 TU2584'ROAD, ON WEST SIDE NEAR FENCE OR WALL, AND TO SOUTHWARD OF
 TU2584'TREE.  IT IS APPROXIMATELY 67 METERS FROM STATION.  INSHORE FROM
 TU2584'THE STATION, AND DISTANT 3.89 METERS (12.8 FEET) THEREFROM, A
 TU2584'STANDARD REFERENCE DISK WAS CEMENTED IN THE ROCKS.  STATION WAS
 TU2584'REMARKED WITH STANDARD TRIANGULATION DISK.  IN 1913 A
 TU2584'LARGE CAIRN, PAINTED WHITE, WAS LEFT OVER THE STATION.
 TU2584
 TU2584                          STATION RECOVERY (1948)
 TU2584
 TU2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2584'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2584'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  A
 TU2584'NEW DESCRIPTION FOLLOWS--
 TU2584'
 TU2584'THE STATION IS LOCATED ON FLAT, ROCKY, GROUND AT THE HEAD OF
 TU2584'ANCIENT TOBOGGAN SLIDE, ABOUT 4.5 MILES NORTH NORTHWEST OF
 TU2584'KEAUHOU BAY, ABOUT 2 MILES SOUTH SOUTHEAST OF KAILUA, ABOUT 200
 TU2584'METERS EAST OF THE BEACH, ABOUT 75 METERS WEST OF THE HIGHWAY
 TU2584'WHICH RUNS BETWEEN KAILUA AND KEAUHOU AND UNDER AN ELEVATED
 TU2584'CONCRETE PLATFORM.
 TU2584'
 TU2584'TO REACH THE STATION FROM THE POST OFFICE IN KAILUA.  GO SOUTH,
 TU2584'ON THE ROAD WHICH LEADS TOWARD KEAUHOU, FOR 1.75 MILES TO A POINT
 TU2584'ABOUT MIDWAY BETWEEN POWER POLES NUMBER 19 AND 20 AND THE END OF
 TU2584'TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY, THROUGH THE DENSE
 TU2584'BRUSH, FOR ABOUT 250 FEET TO THE CONCRETE PLATFORM AND THE
 TU2584'STATION.
 TU2584'
 TU2584'THE STATION IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 TU2584'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2584'GROUND.  IT IS LOCATED UNDER A CONCRETE PLATFORM WHICH IS 6
 TU2584'FEET SQUARE AND PROJECTS 5 FEET.
 TU2584'
 TU2584'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, UNSTAMPED, SET INTO
 TU2584'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2584'SURROUNDING ROCK AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2584'
 TU2584'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, UNSTAMPED, SET IN
 TU2584'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 TU2584'OF THE SURROUNDING ROCK.  IT IS LOCATED ABOUT 65 METERS EAST OF
 TU2584'THE STATION, 79.5 FEET SOUTHWEST OF POWER POLE NUMBER 19, 19.7
 TU2584'FEET WEST OF THE CENTERLINE OF THE HIGHWAY WHICH RUNS BETWEEN
 TU2584'KAILUA AND KEAUHOU AND 5.9 FEET EAST OF THE CENTER OF A ROCK
 TU2584'WALL.
 TU2584'
 TU2584'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAHELO 1948, SET
 TU2584'INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 1 FOOT.  IT IS
 TU2584'LOCATED ABOUT 1.5 MILES NORTHEAST OF THE STATION, 40.9 FEET
 TU2584'NORTHWEST OF THE CENTER OF A CIRCULAR, STEEL, WATER TROUGH, 16
 TU2584'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.6 FEET WEST OF
 TU2584'THE JUNCTION OF TWO ROCK WALLS AND ABOUT 3 FEET LOWER THAN THE
 TU2584'HIGHWAY.  TO REACH FROM THE STATION.  GO NORTHERLY, ON THE
 TU2584'ROAD WHICH LEADS TOWARD KAILUA, FOR 1.35 MILES.  TURN
 TU2584'RIGHT AND GO WEST AND SOUTH, ON THE ROAD WHICH LEADS TOWARD
 TU2584'HOLUALOA, FOR 2.0 MILES TO THE AZIMUTH MARK ON THE RIGHT
 TU2584'HAND SIDE OF THE ROAD.
 TU2584
 TU2584                          STATION RECOVERY (1967)
 TU2584
 TU2584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2584'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2584'CONDITION.  R.M. NO. 2 HAD NOT BEEN PREVIOUSLY TIED IN.  A
 TU2584'COMPLETE DESCRIPTION FOLLOWS--
 TU2584'
 TU2584'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF KAILUA, IN
 TU2584'A BRUSH-COVERED LOT ALONG WEST SIDE OF STATE HIGHWAY 182, WHERE IT
 TU2584'PASSES OVER A LOW RISE, ABOUT 550 FEET EAST FROM THE BEACH, AND
 TU2584'ALONG NORTH SIDE OF OLD TRACK ROAD.
 TU2584'
 TU2584'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO SOUTHERLY
 TU2584'ON ROAD ALONG COAST FOR 1.75 MILES TO TRACK ROAD RIGHT, ABOUT
 TU2584'MIDWAY BETWEEN POWER POLES 19 AND 20 (THERE ARE ALSO NEWER AND
 TU2584'LARGER NUMBERS 32 AND 33 ON THESE POLES).  TURN RIGHT AND GO
 TU2584'WEST ON TRACK ROAD FOR 200 FEET TO STATION ON RIGHT.
 TU2584'
 TU2584'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2584'HOLE IN LAVA BEDROCK PROJECTING 2 INCHES.  IT IS 30 FEET NORTH
 TU2584'OF CENTER LINE OF TRACK ROAD, 202.8 FEET WEST OF CENTER LINE
 TU2584'OF HIGHWAY, AND OPPOSITE A POINT ON THE ROAD 160 FEET NORTH FROM
 TU2584'POWER POLE NO. 20 (33) AND 66 FEET SOUTH FROM POWER POLE NO. 19
 TU2584'(32).
 TU2584'
 TU2584'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2584'IN A DRILL HOLE IN LAVA BEDROCK AT ABOUT SAME ELEVATION AS
 TU2584'STATION.
 TU2584'
 TU2584'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED, SET
 TU2584'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT ABOUT FLUSH
 TU2584'WITH SURROUNDING ROCK.  IT IS 79.5 FEET SOUTHWEST OF POWER
 TU2584'POLE NO. 19, 19.8 FEET WEST OF CENTER LINE OF ROAD, 62.8 FEET
 TU2584'NORTH OF A FIREPLUG, 29.8 FEET NORTH-NORTHWEST OF A WATER VALVE
 TU2584'IN METAL BOX IN EDGE OF HIGHWAY, AND ABOUT 2 FEET HIGHER THAN
 TU2584'STATION MARK.  NOTE--THE MARK IS USUALLY COVERED WITH DIRT AND
 TU2584'DEBRIS.
 TU2584'
 TU2584'AZIMUTH MARK IS A STANDARD DISK STAMPED KAHELO 1948, CEMENTED IN
 TU2584'A DRILL HOLE IN BEDROCK 6 FEET WEST OF THE T-INTERSECTION OF
 TU2584'2 STONE FENCES, 18.0 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 TU2584'41 FEET NORTHWEST OF CENTER OF A CIRCULAR, STEEL, WATER TANK,
 TU2584'82 FEET WEST OF AN OLD BOARD GATE IN V-JUNCTION OF 2 STONE WALLS,
 TU2584'AND ABOUT 3 FEET LOWER THAN ROAD.  TO REACH MARK FROM POST
 TU2584'OFFICE IN KAILUA, GO NORTH ON STATE HIGHWAY 19 FOR 0.5 MILE.
 TU2584'TURN RIGHT AND GO 0.45 MILE.  ANGLE LEFT AND FOLLOW OLD HIGHWAY
 TU2584'UPGRADE FOR 1.85 MILES TO LEFT CURVE AND THE AZIMUTH MARK
 TU2584'ON RIGHT.
 TU2584
 TU2584                          STATION RECOVERY (1977)
 TU2584
 TU2584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TU2584'THE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT THE REFERENCE
 TU2584'MARKS WERE FOUND TO HAVE BEEN DESTROYED.  THE STATION MARK WAS
 TU2584'IN THE WAY OF CONSTRUCTION SO A NEW STATION, KAHELO 2, WAS
 TU2584'ESTABLISHED ABOUT 166 METERS TO THE WEST-SOUTHWEST AND THE
 TU2584'KAHELO HGS 1882 STATION MARK WAS THEN REMOVED.
 TU2584'
 TU2584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2584'AT SOUTH EDGE OF KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3457 ***********************************************************************
 TU3457  DESIGNATION -  KAHENAWAI
 TU3457  PID         -  TU3457
 TU3457  STATE/COUNTY-  HI/MAUI
 TU3457  USGS QUAD   -  
 TU3457
 TU3457                         *CURRENT SURVEY CONTROL
 TU3457  ___________________________________________________________________
 TU3457* NAD 83(1993)-  21 12 47.13646(N)    157 14 54.31462(W)     ADJUSTED  
 TU3457* LOCAL TIDAL -        91.     (meters)     299.     (feet)  SCALED    
 TU3457  ___________________________________________________________________
 TU3457  EPOCH DATE  -        1993.62
 TU3457  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 TU3457  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU3457
 TU3457  HORZ ORDER  -  THIRD
 TU3457
 TU3457.The horizontal coordinates were established by classical geodetic methods
 TU3457.and adjusted by the National Geodetic Survey in December 1998..
 TU3457.The horizontal coordinates are valid at the epoch date displayed above.
 TU3457.The epoch date for horizontal control is a decimal equivalence
 TU3457.of Year/Month/Day.
 TU3457
 TU3457.The orthometric height was scaled from a topographic map.
 TU3457
 TU3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3457
 TU3457.The geoid height was determined by GEOID03.
 TU3457
 TU3457;                    North         East     Units Scale Factor Converg.
 TU3457;SPC HI 2     -    97,509.564   439,602.304   MT  1.00001173   -0 12 37.8
 TU3457;UTM  04      - 2,346,737.300   681,800.974   MT  1.00000844   +0 38 02.3
 TU3457
 TU3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3457!SPC HI 2     -   0.99998334  x   1.00001173  =   0.99999507
 TU3457!UTM  04      -   0.99998334  x   1.00000844  =   0.99999178
 TU3457
 TU3457:                Primary Azimuth Mark                     Grid Az
 TU3457:SPC HI 2     -  KAEO                                     090 16 22.7
 TU3457:UTM  04      -  KAEO                                     089 25 42.6
 TU3457
 TU3457|---------------------------------------------------------------------|
 TU3457| PID    Reference Object                     Distance      Geod. Az  |
 TU3457|                                                           dddmmss.s |
 TU3457| TU3447 KAEO                                APPROX. 2.0 KM 0900344.9 |
 TU3457|---------------------------------------------------------------------|
 TU3457
 TU3457                          SUPERSEDED SURVEY CONTROL
 TU3457
 TU3457  NAD 83(1986)-  21 12 47.09513(N)    157 14 54.26961(W) AD(       ) 3
 TU3457  OLD HI      -  21 12 58.59000(N)    157 15 04.46000(W) AD(       ) 3
 TU3457
 TU3457.Superseded values are not recommended for survey control.
 TU3457.NGS no longer adjusts projects to the OLD HI datum.
 TU3457.See file dsdata.txt to determine how the superseded data were derived.
 TU3457
 TU3457_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8180146737(NAD 83)
 TU3457
 TU3457  HISTORY     - Date     Condition        Report By
 TU3457  HISTORY     - UNK      MONUMENTED
 TU3457  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3457
 TU3457                          STATION DESCRIPTION
 TU3457
 TU3457'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3457'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S QUANDRANGLE
 TU3457'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE.  A
 TU3457'1 INCH IRON PIPE, PROJECTING ABOUT 14 INCHES WAS FOUND BUT IT IS
 TU3457'DOUBTFULL THAT THIS PIPE IS IN THE SAME LOCATION AS THE ORIGINAL
 TU3457'STATION.  TWO CROSSES CUT IN STONES WERE FOUND A SHORT DISTANCE
 TU3457'FROM THE PIPE.  THE LOCATION OF THE CROSSES IN RELATION TO THE
 TU3457'PIPE IS SUCH THAT IT IS UNLIKELY THE CROSSES WERE USED TO
 TU3457'ESTABLISHED THE POINT WHERE THE PIPE IS LOCATED.
 TU3457'
 TU3457'THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3367 ***********************************************************************
 TU3367  FBN         -  This is a Federal Base Network Control Station.
 TU3367  PACS        -  This is a Primary Airport Control Station.
 TU3367  DESIGNATION -  KAHIO
 TU3367  PID         -  TU3367
 TU3367  STATE/COUNTY-  HI/KALAWAO
 TU3367  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3367
 TU3367                         *CURRENT SURVEY CONTROL
 TU3367  ___________________________________________________________________
 TU3367* NAD 83(1993)-  21 12 45.42453(N)    156 58 07.71352(W)     ADJUSTED  
 TU3367* LOCAL TIDAL -         9.47   (meters)      31.1    (feet)  GPS OBS   
 TU3367  ___________________________________________________________________
 TU3367  EPOCH DATE  -        1993.62
 TU3367  X           -  -5,474,459.297 (meters)                     COMP
 TU3367  Y           -  -2,327,288.072 (meters)                     COMP
 TU3367  Z           -   2,293,365.375 (meters)                     COMP
 TU3367  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 TU3367  ELLIP HEIGHT-          24.61  (meters)          (11/30/94) GPS OBS
 TU3367  GEOID HEIGHT-          14.50  (meters)                     GEOID03
 TU3367
 TU3367  HORZ ORDER  -  A
 TU3367  ELLP ORDER  -  THIRD     CLASS II
 TU3367
 TU3367.This mark is at Kalaupapa Airport  (LUP)
 TU3367
 TU3367.The horizontal coordinates were established by GPS observations
 TU3367.and adjusted by the National Geodetic Survey in November 1994..
 TU3367.The horizontal coordinates are valid at the epoch date displayed above.
 TU3367.The epoch date for horizontal control is a decimal equivalence
 TU3367.of Year/Month/Day.
 TU3367
 TU3367.The orthometric height was determined by GPS observations and a
 TU3367.high-resolution geoid model.
 TU3367
 TU3367.GPS derived orthometric heights for airport stations designated as
 TU3367.PACS or SACS are published to 2 decimal places.  This maintains
 TU3367.centimeter relative accuracy between the PACS and SACS.  It does
 TU3367.not indicate centimeter accuracy relative to other marks which are
 TU3367.part of the NAVD 88 network.
 TU3367
 TU3367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3367
 TU3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3367
 TU3367.The ellipsoidal height was determined by GPS observations
 TU3367.and is referenced to NAD 83.
 TU3367
 TU3367.The geoid height was determined by GEOID03.
 TU3367
 TU3367;                    North         East     Units Scale Factor Converg.
 TU3367;SPC HI 2     -    97,375.890   468,631.748   MT  0.99997882   -0 06 33.6
 TU3367;UTM  04      - 2,347,031.526   710,831.662   MT  1.00014932   +0 44 06.8
 TU3367
 TU3367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3367!SPC HI 2     -   0.99999613  x   0.99997882  =   0.99997495
 TU3367!UTM  04      -   0.99999613  x   1.00014932  =   1.00014545
 TU3367
 TU3367|---------------------------------------------------------------------|
 TU3367| PID    Reference Object                     Distance      Geod. Az  |
 TU3367|                                                           dddmmss.s |
 TU3367| CN5282 KAHIO RM 1                            7.630 METERS 00930     |
 TU3367| CN5283 KAHIO RM 2                            6.177 METERS 17506     |
 TU3367| TU3365 KAUHAKO                             APPROX. 2.8 KM 1783058.5 |
 TU3367| TU3368 MOLOKAI LIGHTHOUSE                  353.028 METERS 19431     |
 TU3367|---------------------------------------------------------------------|
 TU3367
 TU3367                          SUPERSEDED SURVEY CONTROL
 TU3367
 TU3367  NAD 83(1986)-  21 12 45.38861(N)    156 58 07.66109(W) AD(       ) 2
 TU3367  OLD HI      -  21 12 56.86500(N)    156 58 17.79600(W) AD(       ) 2
 TU3367
 TU3367.Superseded values are not recommended for survey control.
 TU3367.NGS no longer adjusts projects to the OLD HI datum.
 TU3367.See file dsdata.txt to determine how the superseded data were derived.
 TU3367
 TU3367_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1083247032(NAD 83)
 TU3367_MARKER: DS = TRIANGULATION STATION DISK
 TU3367_SETTING: 66 = SET IN ROCK OUTCROP
 TU3367_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TU3367_STAMPING: KAHIO 1962
 TU3367_MARK LOGO: CGS   
 TU3367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU3367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU3367+STABILITY: POSITION/ELEVATION WELL
 TU3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3367+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 TU3367
 TU3367  HISTORY     - Date     Condition        Report By
 TU3367  HISTORY     - 1962     MONUMENTED       CGS
 TU3367  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3367  HISTORY     - 19930807 GOOD             NOS
 TU3367  HISTORY     - 19940630 GOOD             NGS
 TU3367
 TU3367                          STATION DESCRIPTION
 TU3367
 TU3367'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3367'STATION IS LOCATED ON THE NORTH TIP OF MAKANALUA PENINSULA, ABOUT
 TU3367'1-3/4 MILES NORTH-NORTHEAST OF THE VILLAGE OF KALAUPAPA AND ABOUT
 TU3367'250 YARDS EAST-NORTHEAST OF THE NORTHEAST END OF THE KALAUPAPA
 TU3367'AIRPORT, AT THE NORTHWEST CORNER OF A SMALL CLEAR AREA.
 TU3367'
 TU3367'TO REACH FROM THE COAST GUARD HEADQUARTERS ABOUT 1/4 MILE
 TU3367'SOUTHEAST OF THE KALAUPAPA AIRPORT OFFICE, GO 0.1 MILE TO A
 TU3367'CATTLEGUARD.  CROSS CATTLEGUARD AND GO RIGHT FOR 50 YARDS ALONG
 TU3367'FENCE TO CORNER.  TURN RIGHT AND GO EAST ON TRACK ROAD FOR 0.15
 TU3367'MILE TO CATTLEGUARD, ON LEFT 1 OF 3 FORKS.  CROSS CATTLEGUARD
 TU3367'AND GO 0.05 MILE TO FORK.  TAKE DIM LEFT FORK AND GO 0.05 MILE
 TU3367'TO SMALL CLEAR AREA.  TURN SHARP LEFT AND GO 30 YARDS TO
 TU3367'STATION ON RIGHT.
 TU3367'
 TU3367'STATION MARK IS A STANDARD DISK STAMPED KAHIO 192, CEMENTED IN A
 TU3367'DRILL HOLE IN A 2 X 4-FOOT, BLACK LAVA OUTCROP THAT PROJECTS 10
 TU3367'INCHES ABOVE GROUND.  IT IS 50 YARDS WEST OF AN OLD STONE HOUSE
 TU3367'AND STONE WALL ON THE NORTHEAST POINT, AND 15 YARDS SOUTH OF THE
 TU3367'BLUFF.
 TU3367'
 TU3367'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHIO NO 1
 TU3367'1962, CEMENTED IN A DRILL HOLE IN A 4 X 8-FOOT BLACK LAVA OUTCROP
 TU3367'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS ABOUT 1-1/2 FEET
 TU3367'HIGHER THAN THE STATION.
 TU3367'
 TU3367'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAHIO NO
 TU3367'2 1962, CEMENTED IN A DRILL HOLE IN A 16-INCH-DIAMETER, BEDROCK
 TU3367'OUTCROP THAT PROJECTS 8 INCHES ABOVE GROUND.  IT IS AT THE SOUTH
 TU3367'EDGE OF THE CLEARING AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TU3367'
 TU3367'STATION KAUHAKO WILL SERVE AS THE AZIMUTH MARK.
 TU3367
 TU3367                          STATION RECOVERY (1969)
 TU3367
 TU3367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RLN)
 TU3367'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 TU3367'APPARENT SAME CONDITION AS DESCRIBED IN THE ORIGINAL
 TU3367'DESCRIPTION.  REFERENCE MARK NO. 2 WAS APPARENTLY BATTERED
 TU3367'AND INCLINED WHEN SET.  STAMPINGS ON ALL MARKS WERE DEEPENED
 TU3367'AS NECESSARY.
 TU3367'
 TU3367'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3367'1-2/3 NMI NORTHEAST OF KALAUPAPA.
 TU3367
 TU3367                          STATION RECOVERY (1993)
 TU3367
 TU3367'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3367'RECOVERED AS DESCRIBED. THE FOLLOWING IS PROVIDED TO UPDATE THE TO
 TU3367'REACH. THE TOWN OF KALAUPAPA CAN ONLY BE REACHED BY AIR OR MULE TRAIL.
 TU3367'TO REACH THE STATION FROM THE TERMINAL BUILDING AT THE KALAUAPAPA
 TU3367'AIRPORT, PROCEED NE ALONG THE S SIDE OF RUNWAY 5-23 TO THE APPROACH
 TU3367'END OF RUNWAY 23.  PACK 300 FT (91.4 M) SE TO ROCK LEDGE AND STATION.
 TU3367'THE STATION IS 15 FT (4.6 M) SW OF THE ROCK LEDGE.
 TU3367
 TU3367                          STATION RECOVERY (1994)
 TU3367
 TU3367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU3367'THE STATION IS LOCATED JUST SOUTHEAST OF THE AIRPORT AND NEAR THE
 TU3367'ROCKY BEACH.  IT IS 451.3 FT (137.6 M) SOUTHEAST OF THE CL END OF RWY
 TU3367'23, 25.0 FT (7.6 M) SOUTH OF RM 1, A CGS RM DISK SET IN A 4X8 LAVA
 TU3367'OUTCROP COVERED WITH LEAFY VINES, AND 20.3 FT (6.2 M) NORTH OF RM 2, A
 TU3367'CGS RM DISK SET IN A SMALL LAVA OUTCROP.  THE STATION IS A CGS
 TU3367'TRIANGULATION STATION DISK STAMPED KAHIO 1962 AND CEMENTED IN A
 TU3367'DRILLHOLE IN A 2X4 LAVA OUTCROP THAT PROJECTS 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2511 ***********************************************************************
 TU2511  DESIGNATION -  KAHOE 1972
 TU2511  PID         -  TU2511
 TU2511  STATE/COUNTY-  HI/HAWAII
 TU2511  USGS QUAD   -  KAULUOA POINT (1996)
 TU2511
 TU2511                         *CURRENT SURVEY CONTROL
 TU2511  ___________________________________________________________________
 TU2511* NAD 83(1993)-  19 18 51.66185(N)    155 53 02.38307(W)     ADJUSTED  
 TU2511* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2511  ___________________________________________________________________
 TU2511  EPOCH DATE  -        1993.62
 TU2511  LAPLACE CORR-          26.22  (seconds)                    DEFLEC99
 TU2511  GEOID HEIGHT-          19.60  (meters)                     GEOID03
 TU2511
 TU2511  HORZ ORDER  -  THIRD
 TU2511
 TU2511.The horizontal coordinates were established by classical geodetic methods
 TU2511.and adjusted by the National Geodetic Survey in December 1998..
 TU2511.The horizontal coordinates are valid at the epoch date displayed above.
 TU2511.The epoch date for horizontal control is a decimal equivalence
 TU2511.of Year/Month/Day.
 TU2511
 TU2511.The orthometric height was scaled from a topographic map.
 TU2511
 TU2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2511
 TU2511.The geoid height was determined by GEOID03.
 TU2511
 TU2511;                    North         East     Units Scale Factor Converg.
 TU2511;SPC HI 1     -    53,288.167   459,646.001   MT  0.99998679   -0 07 37.2
 TU2511;UTM  05      - 2,138,134.524   196,933.685   MT  1.00073552   -0 57 16.6
 TU2511
 TU2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2511!SPC HI 1     -   0.99999676  x   0.99998679  =   0.99998355
 TU2511!UTM  05      -   0.99999676  x   1.00073552  =   1.00073228
 TU2511
 TU2511                          SUPERSEDED SURVEY CONTROL
 TU2511
 TU2511  NAD 83(1986)-  19 18 51.66106(N)    155 53 02.42287(W) AD(       ) 3
 TU2511  OLD HI      -  19 19 02.50506(N)    155 53 12.47149(W) AD(       ) 3
 TU2511
 TU2511.Superseded values are not recommended for survey control.
 TU2511.NGS no longer adjusts projects to the OLD HI datum.
 TU2511.See file dsdata.txt to determine how the superseded data were derived.
 TU2511
 TU2511_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9693438135(NAD 83)
 TU2511_MARKER: Z = SEE DESCRIPTION
 TU2511_SETTING: 0 = UNSPECIFIED SETTING
 TU2511
 TU2511  HISTORY     - Date     Condition        Report By
 TU2511  HISTORY     - 1972     MONUMENTED       NGS
 TU2511
 TU2511                          STATION DESCRIPTION
 TU2511
 TU2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2511'STATION IS LOCATED ON A SMALL LAVA KNOLL ON THE WESTERN COAST
 TU2511'OF HAWAII ISLAND, APPROXIMATELY 0.75 MILE SOUTHEAST OF KAULUOA
 TU2511'POINT AND ABOUT 5.6 MILES SOUTH-SOUTHWEST OF KEALIA.
 TU2511'
 TU2511'TO REACH STATION FROM KEALIA, TRAVEL SOUTH ON STATE HWY. 11 TO
 TU2511'THE ALAE SCHOOL, CONTINUE SOUTH FOR ABOUT 1.1 MILES TO THE
 TU2511'PEBBLE BEACH ESTATES ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL
 TU2511'DOWN THE PAVED SIDE ROAD TOWARD THE BEACH FOR 0.9 MILE TO THE
 TU2511'STATION ON THE RIGHT.  THE STATION IS ON A SMALL BRUSH COVERED
 TU2511'LAVA KNOLL, IMMEDIATELY BELOW AND ACROSS THE ROAD FROM A LARGE
 TU2511'LEVEL GRADED LOOKOUT AREA RISING APPROXIMATELY 30 FEET ABOVE
 TU2511'THE STATION.
 TU2511'
 TU2511'STATION IS A STANDARD TRIANGULATION DISK STAMPED KAHOE 1972
 TU2511'CEMENTED IN A DRILL HOLE ATOP A SMALL LAVA KNOLL ABOUT SIX FEET
 TU2511'ABOVE ROAD LEVEL.  IT IS LOCATED APPROXIMATELY 40 FEET NORTH OF
 TU2511'THE CENTERLINE OF THE ROAD IN A SMALL CLEAR AREA, NEAR THE HIGHEST
 TU2511'POINT ON THE KNOLL.
 TU2511'
 TU2511'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 TU2511'IN A ROCK LEDGE ABOUT SEVEN FEET LOWER THAN THE STATION.  IT IS
 TU2511'ABOUT 40 FEET NORTH OF THE CENTERLINE OF THE ROAD AND FIVE FEET
 TU2511'LOWER THAN THE LEVEL OF THE ROAD AT THIS POINT.
 TU2511'
 TU2511'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL
 TU2511'HOLE IN LAVA BEDROCK ABOUT FIVE FEET LOWER THAN THE STATION.  IT
 TU2511'IS ABOUT 20 FEET NORTH OF THE CENTERLINE OF THE ROAD AND ONE FOOT
 TU2511'ABOVE THE LEVEL OF THE ROAD AT THIS POINT.
 TU2511'
 TU2511'REFERENCE MARK NO. 1 IS STAMPED NO. 1 1972.
 TU2511'
 TU2511'REFERENCE MARK NO. 2 IS STAMPED NO. 2 1972.
 TU2511'
 TU2511'THIS STATION WAS LOCATED BY INTERSECTION FROM HOOKENA, PUIWA,
 TU2511'AND WAIKAKUU 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2640 ***********************************************************************
 TU2640  DESIGNATION -  KAHOLO 1877
 TU2640  PID         -  TU2640
 TU2640  STATE/COUNTY-  HI/HAWAII
 TU2640  USGS QUAD   -  KUKAIAU (1982)
 TU2640
 TU2640                         *CURRENT SURVEY CONTROL
 TU2640  ___________________________________________________________________
 TU2640* NAD 83(1993)-  20 00 50.96592(N)    155 18 22.64364(W)     ADJUSTED  
 TU2640* LOCAL TIDAL -       291.2    (meters)     955.     (feet)  VERT ANG  
 TU2640  ___________________________________________________________________
 TU2640  EPOCH DATE  -        1993.62
 TU2640  LAPLACE CORR-         -16.39  (seconds)                    DEFLEC99
 TU2640  GEOID HEIGHT-          19.34  (meters)                     GEOID03
 TU2640
 TU2640  HORZ ORDER  -  SECOND
 TU2640
 TU2640.The horizontal coordinates were established by classical geodetic methods
 TU2640.and adjusted by the National Geodetic Survey in December 1998..
 TU2640.The horizontal coordinates are valid at the epoch date displayed above.
 TU2640.The epoch date for horizontal control is a decimal equivalence
 TU2640.of Year/Month/Day.
 TU2640
 TU2640.The orthometric height was determined by vertical angle observations.
 TU2640
 TU2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2640
 TU2640.The geoid height was determined by GEOID03.
 TU2640
 TU2640;                    North         East     Units Scale Factor Converg.
 TU2640;SPC HI 1     -   130,721.281   520,268.739   MT  0.99997174   +0 03 58.7
 TU2640;UTM  05      - 2,214,710.557   258,721.362   MT  1.00031958   -0 47 23.0
 TU2640
 TU2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2640!SPC HI 1     -   0.99995119  x   0.99997174  =   0.99992293
 TU2640!UTM  05      -   0.99995119  x   1.00031958  =   1.00027075
 TU2640
 TU2640:                Primary Azimuth Mark                     Grid Az
 TU2640:SPC HI 1     -  HUMUULA 1877                             119 38 15.4
 TU2640:UTM  05      -  HUMUULA 1877                             120 29 37.1
 TU2640
 TU2640|---------------------------------------------------------------------|
 TU2640| PID    Reference Object                     Distance      Geod. Az  |
 TU2640|                                                           dddmmss.s |
 TU2640| TU2638 HUMUULA 1877                        APPROX. 3.5 KM 1194214.1 |
 TU2640|---------------------------------------------------------------------|
 TU2640
 TU2640                          SUPERSEDED SURVEY CONTROL
 TU2640
 TU2640  NAD 83(1986)-  20 00 50.94572(N)    155 18 22.64436(W) AD(       ) 2
 TU2640  OLD HI      -  20 01 01.96300(N)    155 18 32.63000(W) AD(       ) 2
 TU2640
 TU2640.Superseded values are not recommended for survey control.
 TU2640.NGS no longer adjusts projects to the OLD HI datum.
 TU2640.See file dsdata.txt to determine how the superseded data were derived.
 TU2640
 TU2640_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC5872114711(NAD 83)
 TU2640
 TU2640  HISTORY     - Date     Condition        Report By
 TU2640  HISTORY     - 1877     MONUMENTED       COASUR
 TU2640  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2640  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2640  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2640  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2640
 TU2640                          STATION DESCRIPTION
 TU2640
 TU2640'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2640'ON NORTHEASTERN COAST OF HAWAII, IN HAMAKUA DISTRICT, ON A NOT
 TU2640'VERY WELL DEFINED HILL CLOSE TO THE GOVERNMENT ROAD AND ON ITS
 TU2640'UPPER SIDE, BETWEEN OOKALA AND KUKAIAU POST OFFICES, AND 1-1/2
 TU2640'MILES FROM THE FORMER IN A DIRECT LINE.  IT IS A SHORT DISTANCE
 TU2640'EAST OF THE KEEHIA PUBLIC SCHOOL, A SMALL AND SHABBY BUILDING ON
 TU2640'THE UPPER SIDE OF THE ROAD.  TO REACH STATION, START AT THIS
 TU2640'SCHOOL AND PROCEED TOWARD OOKALA (OR EASTWARD) ABOUT 330
 TU2640'METERS, WHERE THERE IS A PRIVATE ROAD GOING DIRECTLY UP THE
 TU2640'HILL.  TURN ALONG THIS PRIVATE ROAD FOR 190 METERS, THEN TURN
 TU2640'AT RIGHT ANGLES TO THE LEFT (OR N. 65 DEG E.) AND GO 75
 TU2640'METERS THROUGH THE CANE TO STATION.  MARKED BY A
 TU2640'COPPER PLATE OF THE UNITED STATES GEOLOGICAL SURVEY SET IN
 TU2640'CONCRETE INSIDE AN IRON PIPE ABOUT 8 INCHES IN DIAMETER.
 TU2640'PIPE IS OF THIN IRON AND HAS RAGGED EDGES PROJECTING A FEW
 TU2640'INCHES ABOVE GROUND.  STATION IS SURROUNDED BY A GREAT PILE
 TU2640'OF BOWLDERS.
 TU2640
 TU2640                          STATION RECOVERY (1949)
 TU2640
 TU2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2640'ORIGINAL DESCRIPTION FOLLOWS.  STATION MARK, A CONCRETE BLOCK
 TU2640'9 OR 10 INCHES IN DIAMETER AND 3-1/2 FEET LONG ENCASED IN A
 TU2640'CORRIGATED IRON TUBE, THE TOP MARKED WITH A TRIANGLE AND THREE
 TU2640'CONSIDERABLE STONES ARE DUG IN THE GROUND AROUND THE
 TU2640'STATION.  128 FEET ABOVE THE GOVERNMENT ROAD AND 1200 FEET ALONG
 TU2640'ROAD, WEST OF MAONAKOMALIE GULCH ON A RISE FROM WHICH AN
 TU2640'EXTENSIVE VIEW CAN BE HAD.  NOV. 1 1899 STATION WAS RESTORED
 TU2640'BY J.S. EMERSON, PRESENT STATION MARK IS A CONCRETE CYLINDER 9
 TU2640'INCHES IN DIAMETER SET IN RAMMED STONES, SAND AND CEMENT
 TU2640'ABOVE WHICH IT PROJECTS 2-1/10 FEET.
 TU2640'
 TU2640'IN 1914 E.R. HAND DESCRIBED THE STATION AS FOLLOWS.  ON THE
 TU2640'NORTHEASTERN COAST OF HAWAII, IN HAMAKAU DISTRICT ON A NOT VERY
 TU2640'WELL DEFINED HILL CLOSE TO THE GOVERNMENT ROAD AND ON ITS UPPER
 TU2640'SIDE, BETWEEN OOKALA AND KAKAIAU POST OFFICES, AND 1/2 MILE FROM
 TU2640'THE FORMER IN A DIRECT LINE.  MARKED BY A COPPER PLATE OF THE
 TU2640'U.S. GEOLOGICAL SURVEY SET IN CONCRETE INSIDE AN IRON PIPE
 TU2640'ABOUT 8 INCHES IN DIAMETER.
 TU2640'
 TU2640'IN 1929 THE HAWAII TERRITORY SURVEY REPORTED THE STATION MARK
 TU2640'RECOVERED AS A DRILL HOLE IN A TRIANGLE IN CONCRETE CYLINDER.  AT
 TU2640'THIS TIME A SIX FOOT SQUARE CONCRETE PLATFORM MOUNTED ON FOUR
 TU2640'FOOT HIGH MASONRY WORK SUPPORTS WAS PLACED OVER THE STATION.  A
 TU2640'THREE INCH IRON PIPE IN THE CENTER PERMITS PLUMBING TO THE
 TU2640'STATION.
 TU2640'
 TU2640'IN 1949 THE STATION WAS RECOVERED AS.  A HAWAII TERRITORY
 TU2640'SURVEY DISK SET IN A CONCRETE CYLINDER 9 INCHES IN DIAMETER AND
 TU2640'PROJECTING ABOUT TWO FEET ABOVE THE GROUND, THE CYLINDER IS
 TU2640'SURROUNDED BY A MASS OF CONCRETE AND LAVA BOULDERS.  NO RECORD
 TU2640'CAN BE FOUND OF THIS MARK BEING SET.  IT APPEARS TO BE THE SAME
 TU2640'CONCRETE CYLINDER AS RECOVERED AND MONUMENTED IN 1929.
 TU2640'
 TU2640'TO REACH FROM THE POST OFFICE AT HILO--GO NORTHERLY ON THE COAST
 TU2640'HIGHWAY FOR 31.9 MILES TO THE OOKALA POST OFFICE, CONTINUE
 TU2640'AHEAD ON HIGHWAY FOR 2.0 MILES, TURN LEFT ON PAVED PLANTATION
 TU2640'ROAD AND GO 0.2 MILES.  FROM HERE PACK SOUTHEASTERLY THROUGH
 TU2640'CANE FIELD FOR ABOUT 150 YARDS TO STATION.
 TU2640
 TU2640                          STATION RECOVERY (1966)
 TU2640
 TU2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2640'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2640'DESCRIPTION FOLLOWS--
 TU2640'
 TU2640'STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF OOKALA AND 700
 TU2640'FEET SOUTH OF STATE HIGHWAY 19, AT ABOUT 955 FEET ELEVATION, ON
 TU2640'A FLAT RISE IN CANE FIELD, 250 FEET EAST OF THE MAIN CANE-FIELD
 TU2640'ROAD THAT RUNS UPGRADE BETWEEN KEEHIA AND KAHOLO GULCHES, AND
 TU2640'350 FEET NORTH-NORTHEAST OF A CROSSROAD.
 TU2640'
 TU2640'TO REACH STATION FROM THE POST OFFICE AT LAUPAHOEHOE, GO
 TU2640'NORTHWEST 0.1 MILE.  TURN LEFT AND CONTINUE NORTHWEST, ON STATE
 TU2640'HIGHWAY 19, FOR 6.7 MILES TO MACADAM SIDE ROAD LEFT, ON CURVE
 TU2640'OF HIGHWAY.  TURN LEFT AND GO SOUTHERLY UPGRADE FOR 0.15 MILE
 TU2640'TO END OF TRUCK TRAVEL ABOUT 75 YARDS BEFORE CROSSROAD.  WALK
 TU2640'EAST 250 FEET TO HIGH POINT AND STATION.
 TU2640'
 TU2640'STATION MARK IS AN UNSTAMPED HAWAII TERRITORY SURVEY DISK, SET
 TU2640'IN THE TOP OF AN 8-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU2640'PROJECTS 3 INCHES FROM THE TOP OF A STONE AND CONCRETE CAIRN
 TU2640'ABOUT 2-1/2 FEET HIGH AND 4 FEET ACROSS AT THE BASE.  A TYPE A
 TU2640'SIGNAL IS CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE,
 TU2640'CONCRETE PLATFORM 4 FEET ABOVE GROUND.  A RED AND WHITE METAL
 TU2640'TARGET EXTENDS ABOUT 8 FEET ABOVE THE PLATFORM.
 TU2640'
 TU2640'NO REFERENCE MARKS ESTABLISHED AS CANE IS PLANTED UP TO EDGE OF
 TU2640'THE SIGNAL.
 TU2640
 TU2640                          STATION RECOVERY (1969)
 TU2640
 TU2640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JMC)
 TU2640'STATION RECOVERED IN GOOD CONDITION.  1966 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3227 ***********************************************************************
 TU3227  DESIGNATION -  KAHOLO RESET
 TU3227  PID         -  TU3227
 TU3227  STATE/COUNTY-  HI/MAUI
 TU3227  USGS QUAD   -  
 TU3227
 TU3227                         *CURRENT SURVEY CONTROL
 TU3227  ___________________________________________________________________
 TU3227* NAD 83(1993)-  20 45 16.00266(N)    156 58 42.79712(W)     ADJUSTED  
 TU3227* LOCAL TIDAL -       331.     (meters)    1086.     (feet)  VERT ANG  
 TU3227  ___________________________________________________________________
 TU3227  EPOCH DATE  -        1993.62
 TU3227  LAPLACE CORR-           9.39  (seconds)                    DEFLEC99
 TU3227  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU3227
 TU3227  HORZ ORDER  -  SECOND
 TU3227
 TU3227.The horizontal coordinates were established by classical geodetic methods
 TU3227.and adjusted by the National Geodetic Survey in December 1998..
 TU3227.The horizontal coordinates are valid at the epoch date displayed above.
 TU3227.The epoch date for horizontal control is a decimal equivalence
 TU3227.of Year/Month/Day.
 TU3227
 TU3227.The orthometric height was determined by vertical angle observations.
 TU3227.No vertical observational check was made to the station.
 TU3227
 TU3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3227
 TU3227.The geoid height was determined by GEOID03.
 TU3227
 TU3227;                    North         East     Units Scale Factor Converg.
 TU3227;SPC HI 2     -    46,651.552   467,521.093   MT  0.99997970   -0 06 37.9
 TU3227;UTM  04      - 2,296,287.803   710,461.005   MT  1.00014743   +0 42 59.7
 TU3227
 TU3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3227!SPC HI 2     -   0.99994556  x   0.99997970  =   0.99992526
 TU3227!UTM  04      -   0.99994556  x   1.00014743  =   1.00009298
 TU3227
 TU3227:                Primary Azimuth Mark                     Grid Az
 TU3227:SPC HI 2     -  LANAI CITY DOLE CORP TANK                055 18 20.9
 TU3227:UTM  04      -  LANAI CITY DOLE CORP TANK                054 28 43.3
 TU3227
 TU3227|---------------------------------------------------------------------|
 TU3227| PID    Reference Object                     Distance      Geod. Az  |
 TU3227|                                                           dddmmss.s |
 TU3227| TU3219 LANAI CITY DOLE CORP TANK           APPROX.10.3 KM 0551143.0 |
 TU3227| TU3214 PUU MANU                            APPROX.11.6 KM 0774504.2 |
 TU3227| TU3218 CAIRN ON HILL                       APPROX. 9.5 KM 0821753.1 |
 TU3227| CN5284 KAHOLO RM 1 RESET                    13.875 METERS 17639     |
 TU3227| CN5285 KAHOLO RM 2                           3.069 METERS 27751     |
 TU3227|---------------------------------------------------------------------|
 TU3227
 TU3227                          SUPERSEDED SURVEY CONTROL
 TU3227
 TU3227  NAD 83(1986)-  20 45 15.95965(N)    156 58 42.75926(W) AD(       ) 2
 TU3227  OLD HI      -  20 45 27.36300(N)    156 58 52.87100(W) AD(       ) 2
 TU3227
 TU3227.Superseded values are not recommended for survey control.
 TU3227.NGS no longer adjusts projects to the OLD HI datum.
 TU3227.See file dsdata.txt to determine how the superseded data were derived.
 TU3227
 TU3227_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH1046196288(NAD 83)
 TU3227
 TU3227  HISTORY     - Date     Condition        Report By
 TU3227  HISTORY     - 1927     MONUMENTED       CGS
 TU3227  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3227  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3227  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3227
 TU3227                          STATION DESCRIPTION
 TU3227
 TU3227'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3227'ON THE SOUTHWEST COAST OF LANAI ISLAND.  MARKED BY 500-POUND
 TU3227'BOWLDER, WITH 7/8-INCH DRILL HOLE IN CENTER OF EQUILATERAL
 TU3227'CEMENT TRIANGLE APPROXIMATELY 8 INCHES ON SIDE, AND MARKED
 TU3227'C. AND G. S. 1914.  REFERENCE MARKS, NOTE 12C, STANDARD REFERENCE
 TU3227'DISKS IN BOWLDERS, ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS
 TU3227'FROM THE STATION--NO. 1, 13.91 METERS (45.6 FEET), 356 DEG
 TU3227'38 MIN--NO. 2, 3.08 METERS ( 10.1 FEET), 97 DEG 42 MIN.
 TU3227
 TU3227                          STATION RECOVERY (1931)
 TU3227
 TU3227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3227'STATION IS ON THE SW COAST OF LANAI ISLAND.  IT WAS NOT
 TU3227'VISITED, SO TOP OF HILL WAS USED FOR HYDROGRAPHY.  NO SIGNAL
 TU3227'WAS OVER THIS POINT.
 TU3227
 TU3227                          STATION RECOVERY (1962)
 TU3227
 TU3227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3227'STATION MARK AND REFERENCE MARK NUMBER TWO WERE RECOVERED AND
 TU3227'FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER ONE HAD BEEN
 TU3227'REMOVED FROM THE DRILL HOLE.  THE STATION WAS ORIGINALLY MARKED
 TU3227'BY A 1-1/2-INCH-DIAMETER DRILL HOLE AT THE CENTER OF A CEMENT
 TU3227'TRIANGLE.  A NEW STATION DISK AND A NEW REFERENCE MARK DISK
 TU3227'WERE SET.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3227'
 TU3227'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF LANAI CITY AND
 TU3227'2-1/4 MILES SOUTH-SOUTHEAST OF THE WHARF AT KAUMALAPAU HARBOR,
 TU3227'ON THE SUMMIT OF A RIDGE OF ABOUT 1083 FEET ELEVATION, WHICH
 TU3227'ABOUT 1/2 MILE WEST OF A SLIGHTLY HIGHER RIDGE.
 TU3227'
 TU3227'TO REACH STATION FROM THE JUNCTION OF HIGHWAYS 44 AND 441 AT
 TU3227'THE SOUTH EDGE OF LANAI CITY, GO WESTERLY ON HIGHWAY 44 FOR 3.6
 TU3227'MILES TO PAVED LEFT FORK.  TURN LEFT AND FOLLOW WINDING ROAD
 TU3227'SOUTHERLY FOR 1.25 MILES TO A DIRT SIDE ROAD RIGHT, AT A
 TU3227'HYDRANT ON RIGHT.  TURN RIGHT AND GO 0.4 MILE TO FORK.  TAKE
 TU3227'LEFT FORK THROUGH PINEAPPLE FIELDS OR 0.5 MILE TO FORK.  TAKE
 TU3227'RIGHT FORK AND GO 0.1 MILE TO EDGE OF FIELD.  BEAR LEFT AND
 TU3227'FOLLOW ROAD ALONG WEST SIDE OF FIELDS FOR 0.35 MILE TO TOP OF
 TU3227'HILL, 100 YARDS BEFORE REACHING THE LANAI VOR INSTALLATION.
 TU3227'TURN RIGHT AND FOLLOW TRACK ROAD WESTERLY ACROSS FLAT TOP OF
 TU3227'HILL AND DOWN OTHER SIDE FOR 0.75 MILE TO FORK AT OLD GATE.
 TU3227'TAKE RIGHT FORK AND GO UP OVER RIDGE FOR 0.3 MILE TO GATE
 TU3227'AT BOTTOM OF GRADE.  CONTINUE ON TRACK ROAD FOR 0.3 MILE TO
 TU3227'DIM RIGHT FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE TO
 TU3227'TOP OF LOW RISE AND STATION.
 TU3227'
 TU3227'STATION MARK IS A STANDARD DISK STAMPED KAHOLO 1927 1962,
 TU3227'CEMENTED IN A DRILL HOLE AT THE CENTER OF A 6-INCH, CEMENT
 TU3227'TRIANGLE ON THE TOP OF A 2-FOOT-DIAMETER BOULDER THAT PROJECTS 3
 TU3227'INCHES ABOVE GROUND.  IT IS 4.2 FEET SOUTHEAST OF A WHITE
 TU3227'WITNESS POST, 38.2 FEET NORTHWEST OF AN OLD CONCRETE STAIRWAY
 TU3227'FOUNDATION THAT SETS AT THE CENTER OF 4 CONCRETE FOUNDATION
 TU3227'BLOCKS OF AN OLD TOWER, AND 755.4 FEET SOUTHWEST OF RAIN-TRAP
 TU3227'NO. 37.
 TU3227'
 TU3227'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHOLO
 TU3227'NO 1 1927 1962, CEMENTED IN THE ORIGINAL DRILL HOLE, IN A
 TU3227'30-INCH-DIAMETER, RED ROCK OUTCROP THAT PROJECTS 1 FOOT ABOVE
 TU3227'GROUND.  IT IS 27.4 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 TU3227'CONCRETE STAIRWAY FOUNDATION AND ABOUT 2 FEET LOWER THAN THE
 TU3227'STATION.
 TU3227'
 TU3227'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAHOLO 1927,
 TU3227'CEMENTED IN A DRILL HOLE IN A 30-INCH-DIAMETER, RED BEDROCK
 TU3227'OUTCROP THAT PROJECTS 8 INCHES ABOVE GROUND.  IT IS ABOUT 10
 TU3227'INCHES LOWER THAN THE STATION.
 TU3227
 TU3227                          STATION RECOVERY (1964)
 TU3227
 TU3227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HJS)
 TU3227'STATION AND TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 TU3227'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3150 ***********************************************************************
 TU3150  DESIGNATION -  KAHOOLAWE 1871
 TU3150  PID         -  TU3150
 TU3150  STATE/COUNTY-  HI/MAUI
 TU3150  USGS QUAD   -  
 TU3150
 TU3150                         *CURRENT SURVEY CONTROL
 TU3150  ___________________________________________________________________
 TU3150* NAD 83(1993)-  20 33 53.14116(N)    156 35 11.95800(W)     ADJUSTED  
 TU3150* LOCAL TIDAL -       440.     (meters)    1444.     (feet)  SCALED    
 TU3150  ___________________________________________________________________
 TU3150  EPOCH DATE  -        1993.62
 TU3150  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 TU3150  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU3150
 TU3150  HORZ ORDER  -  THIRD
 TU3150
 TU3150.The horizontal coordinates were established by classical geodetic methods
 TU3150.and adjusted by the National Geodetic Survey in December 1998..
 TU3150.The horizontal coordinates are valid at the epoch date displayed above.
 TU3150.The epoch date for horizontal control is a decimal equivalence
 TU3150.of Year/Month/Day.
 TU3150
 TU3150.The orthometric height was scaled from a topographic map.
 TU3150
 TU3150.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3150
 TU3150.The geoid height was determined by GEOID03.
 TU3150
 TU3150;                    North         East     Units Scale Factor Converg.
 TU3150;SPC HI 2     -    25,622.585   508,342.445   MT  0.99996753   +0 01 41.2
 TU3150;UTM  04      - 2,275,841.816   751,592.383   MT  1.00038236   +0 50 53.4
 TU3150
 TU3150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3150!SPC HI 2     -   0.99992833  x   0.99996753  =   0.99989586
 TU3150!UTM  04      -   0.99992833  x   1.00038236  =   1.00031066
 TU3150
 TU3150:                Primary Azimuth Mark                     Grid Az
 TU3150:SPC HI 2     -  LOW                                      028 11 54.4
 TU3150:UTM  04      -  LOW                                      027 22 42.2
 TU3150
 TU3150|---------------------------------------------------------------------|
 TU3150| PID    Reference Object                     Distance      Geod. Az  |
 TU3150|                                                           dddmmss.s |
 TU3150| TU3145 LOW                                 APPROX. 3.5 KM 0281335.6 |
 TU3150| TU2928 MID                                 APPROX.16.4 KM 0631649.7 |
 TU3150| TU3173 SHY                                 APPROX. 8.5 KM 2644539.3 |
 TU3150| TU3185 TRAY                                APPROX. 7.6 KM 2670104.5 |
 TU3150| TU3153 AID                                 APPROX. 3.3 KM 2711905.9 |
 TU3150| TU3167 OAR                                 APPROX. 5.9 KM 2715407.2 |
 TU3150| TU3166 DRY                                 APPROX. 5.2 KM 2781148.7 |
 TU3150| TU3164 WET                                 APPROX. 4.2 KM 2924530.7 |
 TU3150| TU3154 CLOUD                               APPROX. 3.9 KM 2942928.1 |
 TU3150|---------------------------------------------------------------------|
 TU3150
 TU3150                          SUPERSEDED SURVEY CONTROL
 TU3150
 TU3150  NAD 83(1986)-  20 33 53.12417(N)    156 35 11.93584(W) AD(       ) 3
 TU3150  OLD HI      -  20 34 04.50800(N)    156 35 22.07100(W) AD(       ) 3
 TU3150
 TU3150.Superseded values are not recommended for survey control.
 TU3150.NGS no longer adjusts projects to the OLD HI datum.
 TU3150.See file dsdata.txt to determine how the superseded data were derived.
 TU3150
 TU3150_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5159275842(NAD 83)
 TU3150
 TU3150  HISTORY     - Date     Condition        Report By
 TU3150  HISTORY     - 1871     MONUMENTED       COASUR
 TU3150  HISTORY     - 1905     SEE DESCRIPTION  CGS
 TU3150  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3150  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU3150
 TU3150                          STATION DESCRIPTION
 TU3150
 TU3150'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JFP)
 TU3150'ON THE SUMMIT OF THE CONSPICUOUS PEAK NEAR THE EASTERN END OF
 TU3150'KAHOOLAWE.  MARKED BY A BOTTLE BURIED NECK DOWN A FEW INCHES
 TU3150'BELOW THE SURFACE OF GROUND.  SMALL VOLCANIC STONES ARE HEAPED
 TU3150'OVER THE MARK.
 TU3150
 TU3150                          STATION RECOVERY (1931)
 TU3150
 TU3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3150'STATION WAS NOT VISITED.  NO SIGNAL IS VISIBLE, BUT STATION IS
 TU3150'CLEARLY DEFINED AS THE HIGHEST POINT ON A HOGS-BACK RIDGE.
 TU3150
 TU3150                          STATION RECOVERY (1963)
 TU3150
 TU3150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3150'THE OLD STATION MARK WAS NOT RECOVERED.  A NEW STATION, KAHOOLAWE
 TU3150'2, WAS ESTABLISHED.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3159 ***********************************************************************
 TU3159  DESIGNATION -  KAHOOLAWE 2
 TU3159  PID         -  TU3159
 TU3159  STATE/COUNTY-  HI/MAUI
 TU3159  USGS QUAD   -  
 TU3159
 TU3159                         *CURRENT SURVEY CONTROL
 TU3159  ___________________________________________________________________
 TU3159* NAD 83(1993)-  20 33 54.00475(N)    156 35 12.60893(W)     ADJUSTED  
 TU3159* LOCAL TIDAL -       437.4    (meters)    1435.     (feet)  VERT ANG  
 TU3159  ___________________________________________________________________
 TU3159  EPOCH DATE  -        1993.62
 TU3159  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 TU3159  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU3159
 TU3159  HORZ ORDER  -  SECOND
 TU3159
 TU3159.The horizontal coordinates were established by classical geodetic methods
 TU3159.and adjusted by the National Geodetic Survey in December 1998..
 TU3159.The horizontal coordinates are valid at the epoch date displayed above.
 TU3159.The epoch date for horizontal control is a decimal equivalence
 TU3159.of Year/Month/Day.
 TU3159
 TU3159.The orthometric height was determined by vertical angle observations.
 TU3159
 TU3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3159
 TU3159.The geoid height was determined by GEOID03.
 TU3159
 TU3159;                    North         East     Units Scale Factor Converg.
 TU3159;SPC HI 2     -    25,649.133   508,323.580   MT  0.99996752   +0 01 41.0
 TU3159;UTM  04      - 2,275,868.102   751,573.131   MT  1.00038224   +0 50 53.2
 TU3159
 TU3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3159!SPC HI 2     -   0.99992874  x   0.99996752  =   0.99989626
 TU3159!UTM  04      -   0.99992874  x   1.00038224  =   1.00031095
 TU3159
 TU3159|---------------------------------------------------------------------|
 TU3159| PID    Reference Object                     Distance      Geod. Az  |
 TU3159|                                                           dddmmss.s |
 TU3159| CN5287 KAHOOLAWE 2 RM 2                      3.487 METERS 05007     |
 TU3159| TU3132 MOLOKINI 2                          APPROX.11.8 KM 0520229.1 |
 TU3159| CN5286 KAHOOLAWE 2 RM 1                     17.150 METERS 16414     |
 TU3159|---------------------------------------------------------------------|
 TU3159
 TU3159                          SUPERSEDED SURVEY CONTROL
 TU3159
 TU3159  NAD 83(1986)-  20 33 53.98360(N)    156 35 12.59632(W) AD(       ) 2
 TU3159  OLD HI      -  20 34 05.44020(N)    156 35 22.75780(W) AD(       ) 2
 TU3159
 TU3159.Superseded values are not recommended for survey control.
 TU3159.NGS no longer adjusts projects to the OLD HI datum.
 TU3159.See file dsdata.txt to determine how the superseded data were derived.
 TU3159
 TU3159_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5157375868(NAD 83)
 TU3159_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3159_SETTING: 66 = SET IN ROCK OUTCROP
 TU3159
 TU3159  HISTORY     - Date     Condition        Report By
 TU3159  HISTORY     - 1963     MONUMENTED       CGS
 TU3159
 TU3159                          STATION DESCRIPTION
 TU3159
 TU3159'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3159'STATION IS LOCATED ON THE HIGHEST KNOLL OF MT. MOAULA ON THE
 TU3159'NORTHEAST PORTION OF KAHOOLAWE ISLAND, 2.4 MILES SOUTH OF THE
 TU3159'NORTHERNMOST PART OF THE ISLAND, AND 7.5 MILES SOUTHWEST OF
 TU3159'MOLOKINI ISLAND.
 TU3159'
 TU3159'STATION IS MOST ACCESSIBLE FROM THE NORTH SHORE OF THE ISLAND
 TU3159'WHERE SAFE LANDINGS CAN BE MADE ON SANDY BEACH AT KUHEIA BAY OR
 TU3159'OTHER NEARBY BAYS.  IT IS 1-1/2 HOUR PACK DIRECTLY UP THE SLOPE
 TU3159'TO THE STATION WHICH SHOWS AS A PROMINENT SMALL KNOB AND THE
 TU3159'HIGHEST PEAK VISIBLE FROM THE BEACH.
 TU3159'
 TU3159'STATION MARK, A STANDARD DISC IN A DRILL HOLE WITH CEMENT,
 TU3159'STAMPED KAHOOLAWE2 1963, IS LEVEL WITH SURROUNDING GROUND AND
 TU3159'10 FEET WEST OF THE HIGHEST ROCK ON THE MOUNTAIN.
 TU3159'
 TU3159'REFERENCE MARK 1, A STANDARD DISC STAMPED KAHOOLAWE2 1963, SET IN
 TU3159'A PROTRUDING SECTION OF BEDROCK IN A DRILL HOLE WITH CEMENT, IS
 TU3159'ABOVE SURROUNDING GROUND, 10 FEET BELOW STATION.
 TU3159'
 TU3159'REFERENCE MARK 2, A STANDARD USGS BENCH MARK DISC, STAMPED
 TU3159'KAHOOLAWE, 1444 FEET ABOVE SEA LEVEL, SET WITH CEMENT IN A
 TU3159'BOULDER, IS ON THE HIGHEST POINT OF THE MOUNTAIN AND 2 FEET
 TU3159'ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3177 ***********************************************************************
 TU3177  DESIGNATION -  KAHOOLAWE IS BLOCKHSE LO POST
 TU3177  PID         -  TU3177
 TU3177  STATE/COUNTY-  HI/MAUI
 TU3177  USGS QUAD   -  
 TU3177
 TU3177                         *CURRENT SURVEY CONTROL
 TU3177  ___________________________________________________________________
 TU3177* NAD 83(1993)-  20 31 14.30474(N)    156 41 11.40581(W)     ADJUSTED  
 TU3177* LOCAL TIDAL -        34.     (meters)     112.     (feet)  SCALED    
 TU3177  ___________________________________________________________________
 TU3177  EPOCH DATE  -        1993.62
 TU3177  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 TU3177  GEOID HEIGHT-          15.12  (meters)                     GEOID03
 TU3177
 TU3177  HORZ ORDER  -  THIRD
 TU3177
 TU3177.The horizontal coordinates were established by classical geodetic methods
 TU3177.and adjusted by the National Geodetic Survey in December 1998..
 TU3177.The horizontal coordinates are valid at the epoch date displayed above.
 TU3177.The epoch date for horizontal control is a decimal equivalence
 TU3177.of Year/Month/Day.
 TU3177
 TU3177.The orthometric height was scaled from a topographic map.
 TU3177
 TU3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3177
 TU3177.The geoid height was determined by GEOID03.
 TU3177
 TU3177;                    North         East     Units Scale Factor Converg.
 TU3177;SPC HI 2     -    20,736.115   497,931.309   MT  0.99996672   -0 00 25.0
 TU3177;UTM  04      - 2,270,805.063   741,248.205   MT  1.00031935   +0 48 41.0
 TU3177
 TU3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3177!SPC HI 2     -   0.99999228  x   0.99996672  =   0.99995900
 TU3177!UTM  04      -   0.99999228  x   1.00031935  =   1.00031163
 TU3177
 TU3177                          SUPERSEDED SURVEY CONTROL
 TU3177
 TU3177  NAD 83(1986)-  20 31 14.28463(N)    156 41 11.39466(W) AD(       ) 3
 TU3177  OLD HI      -  20 31 25.73320(N)    156 41 21.55830(W) AD(       ) 3
 TU3177
 TU3177.Superseded values are not recommended for survey control.
 TU3177.NGS no longer adjusts projects to the OLD HI datum.
 TU3177.See file dsdata.txt to determine how the superseded data were derived.
 TU3177
 TU3177_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4124870805(NAD 83)
 TU3177
 TU3177  HISTORY     - Date     Condition        Report By
 TU3177  HISTORY     - 1963     MONUMENTED       CGS
 TU3177
 TU3177                          STATION DESCRIPTION
 TU3177
 TU3177'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3177'THE STATION IS THE CENTER OF THE CONCRETE BLOCK LOOKOUT POST
 TU3177'LOCATED ON A SMALL HILL ABOUT ONE-HALF MILE NORTH OF SMUGGLER
 TU3177'COVE, ON KAHOOLAWE ISLAND, HAWAII.  THE STRUCTURE IS BUILT WITH
 TU3177'CONCRETE AND IS APPROXIMATELY 10 FEET HIGH AND 10 FEET SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3171 ***********************************************************************
 TU3171  DESIGNATION -  KAHOOLAWE SW POINT LIGHT 1963
 TU3171  PID         -  TU3171
 TU3171  STATE/COUNTY-  HI/MAUI
 TU3171  USGS QUAD   -  
 TU3171
 TU3171                         *CURRENT SURVEY CONTROL
 TU3171  ___________________________________________________________________
 TU3171* NAD 83(1993)-  20 30 08.47583(N)    156 39 58.98425(W)     ADJUSTED  
 TU3171* LOCAL TIDAL -        43.1    (meters)     141.     (feet)  VERT ANG  
 TU3171  ___________________________________________________________________
 TU3171  EPOCH DATE  -        1993.62
 TU3171  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 TU3171  GEOID HEIGHT-          14.95  (meters)                     GEOID03
 TU3171
 TU3171  HORZ ORDER  -  SECOND
 TU3171
 TU3171.The horizontal coordinates were established by classical geodetic methods
 TU3171.and adjusted by the National Geodetic Survey in December 1998..
 TU3171.The horizontal coordinates are valid at the epoch date displayed above.
 TU3171.The epoch date for horizontal control is a decimal equivalence
 TU3171.of Year/Month/Day.
 TU3171
 TU3171.The orthometric height was determined by vertical angle observations.
 TU3171
 TU3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3171
 TU3171.The geoid height was determined by GEOID03.
 TU3171
 TU3171;                    North         East     Units Scale Factor Converg.
 TU3171;SPC HI 2     -    18,711.622   500,029.431   MT  0.99996667   +0 00 00.4
 TU3171;UTM  04      - 2,268,810.013   743,375.779   MT  1.00033209   +0 49 03.9
 TU3171
 TU3171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3171!SPC HI 2     -   0.99999088  x   0.99996667  =   0.99995755
 TU3171!UTM  04      -   0.99999088  x   1.00033209  =   1.00032296
 TU3171
 TU3171:                Primary Azimuth Mark                     Grid Az
 TU3171:SPC HI 2     -  HANA 1963                                324 39 22.0
 TU3171:UTM  04      -  HANA 1963                                323 50 18.5
 TU3171
 TU3171|---------------------------------------------------------------------|
 TU3171| PID    Reference Object                     Distance      Geod. Az  |
 TU3171|                                                           dddmmss.s |
 TU3171| TU3175 HANA 1963                           APPROX. 1.6 KM 3243922.4 |
 TU3171|---------------------------------------------------------------------|
 TU3171
 TU3171                          SUPERSEDED SURVEY CONTROL
 TU3171
 TU3171  NAD 83(1986)-  20 30 08.45517(N)    156 39 58.97343(W) AD(       ) 2
 TU3171  OLD HI      -  20 30 19.89970(N)    156 40 09.13560(W) AD(       ) 2
 TU3171
 TU3171.Superseded values are not recommended for survey control.
 TU3171.NGS no longer adjusts projects to the OLD HI datum.
 TU3171.See file dsdata.txt to determine how the superseded data were derived.
 TU3171
 TU3171_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4337668810(NAD 83)
 TU3171
 TU3171  HISTORY     - Date     Condition        Report By
 TU3171  HISTORY     - 1963     MONUMENTED       CGS
 TU3171
 TU3171                          STATION DESCRIPTION
 TU3171
 TU3171'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3171'STATION IS LOCATED ON THE SOUTHWEST SIDE OF KAHOELAWE ISLAND ON
 TU3171'A POINT ABOUT HALF WAY BETWEEN WAIKAHALULU BAY AND SMUGGLER COVE.
 TU3171'
 TU3171'STATION IS BEST REACHED BY MAKING SKIFF LANDING IN SMUGGLER COVE
 TU3171'AND PACKING SOUTHEAST ABOUT 1 MILE TO STATION.
 TU3171'
 TU3171'THE STATION IS THE POINT OF THE CONICAL ROOF OF THE LIGHT ON
 TU3171'KAHOOLAWE SOUTHWEST POINT LIGHT.  KAHOOLAWE SOUTHWEST POINT LIGHT
 TU3171'HAS AN OVERALL HEIGHT OF 12.67 METERS CONSISTING OF A WOOD FRAME
 TU3171'TOWER 2.44 METERS SQUARE AT THE BASE AND 12.06 METERS HIGH
 TU3171'SURMOUNTED BY A 0.61 METER HIGH LIGHT.  THERE IS A WOOD LADDER
 TU3171'LEADING TO A WALKWAY AROUND THE TOP OF THE TOWER.  BENEATH THE
 TU3171'TOWER IS A HOUSE 1.83 METERS HIGH AND 1.28 METERS SQUARE.  ALL
 TU3171'WOOD CONSTRUCTION IS PAINTED WHITE.
 TU3171'
 TU3171'THERE ARE NO REFERENCE MARKS AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3247 ***********************************************************************
 TU3247  DESIGNATION -  KAHUA
 TU3247  PID         -  TU3247
 TU3247  STATE/COUNTY-  HI/MAUI
 TU3247  USGS QUAD   -  
 TU3247
 TU3247                         *CURRENT SURVEY CONTROL
 TU3247  ___________________________________________________________________
 TU3247* NAD 83(1993)-  20 53 51.13772(N)    156 55 54.41392(W)     ADJUSTED  
 TU3247* LOCAL TIDAL -       273.1    (meters)     896.     (feet)  VERT ANG  
 TU3247  ___________________________________________________________________
 TU3247  EPOCH DATE  -        1993.62
 TU3247  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 TU3247  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU3247
 TU3247  HORZ ORDER  -  SECOND
 TU3247
 TU3247.The horizontal coordinates were established by classical geodetic methods
 TU3247.and adjusted by the National Geodetic Survey in December 1998..
 TU3247.The horizontal coordinates are valid at the epoch date displayed above.
 TU3247.The epoch date for horizontal control is a decimal equivalence
 TU3247.of Year/Month/Day.
 TU3247
 TU3247.The orthometric height was determined by vertical angle observations.
 TU3247
 TU3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3247
 TU3247.The geoid height was determined by GEOID03.
 TU3247
 TU3247;                    North         East     Units Scale Factor Converg.
 TU3247;SPC HI 2     -    62,484.977   472,417.968   MT  0.99997606   -0 05 40.4
 TU3247;UTM  04      - 2,312,193.381   715,128.898   MT  1.00017197   +0 44 16.8
 TU3247
 TU3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3247!SPC HI 2     -   0.99995454  x   0.99997606  =   0.99993060
 TU3247!UTM  04      -   0.99995454  x   1.00017197  =   1.00012650
 TU3247
 TU3247:                Primary Azimuth Mark                     Grid Az
 TU3247:SPC HI 2     -  KUAHUA SHIPWRECK STERNHSE FP             040 15 58.5
 TU3247:UTM  04      -  KUAHUA SHIPWRECK STERNHSE FP             039 26 01.3
 TU3247
 TU3247|---------------------------------------------------------------------|
 TU3247| PID    Reference Object                     Distance      Geod. Az  |
 TU3247|                                                           dddmmss.s |
 TU3247| TU3244 KUAHUA SHIPWRECK STERNHSE FP        APPROX. 3.5 KM 0401018.1 |
 TU3247| TU3246 RAINTRAP 24 N COR 1962               92.659 METERS 13549     |
 TU3247| CN5288 KAHUA RM 1                            5.732 METERS 17802     |
 TU3247| TU3255 AWALUA BEACH SHIPWRECK F MAST       APPROX. 7.9 KM 2960938.8 |
 TU3247| TU3253 27 M                                APPROX. 2.9 KM 3472352.3 |
 TU3247| CN5289 KAHUA RM 2                            5.793 METERS 34756     |
 TU3247|---------------------------------------------------------------------|
 TU3247
 TU3247                          SUPERSEDED SURVEY CONTROL
 TU3247
 TU3247  NAD 83(1986)-  20 53 51.09105(N)    156 55 54.37918(W) AD(       ) 2
 TU3247  OLD HI      -  20 54 02.49400(N)    156 56 04.42500(W) AD(       ) 2
 TU3247
 TU3247.Superseded values are not recommended for survey control.
 TU3247.NGS no longer adjusts projects to the OLD HI datum.
 TU3247.See file dsdata.txt to determine how the superseded data were derived.
 TU3247
 TU3247_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1512912193(NAD 83)
 TU3247_MARKER: Z = SEE DESCRIPTION
 TU3247_SETTING: 0 = UNSPECIFIED SETTING
 TU3247
 TU3247  HISTORY     - Date     Condition        Report By
 TU3247  HISTORY     - 1962     MONUMENTED       CGS
 TU3247
 TU3247                          STATION DESCRIPTION
 TU3247
 TU3247'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3247'STATION IS LOCATED ABOUT 5 MILES AIRLINE NORTH-NORTHWEST OF LANAI
 TU3247'CITY AND 1-3/4 MILES SOUTH-SOUTHEAST OF WAHIE POINT.  ABOUT MIDWAY
 TU3247'BETWEEN KAHUA GULCH AND KUAHUA GULCH, ON GRASSY SLOPES OF NORTH
 TU3247'SIDE OF THE ISLAND, AT ABOUT 850 FEET ELEVATION, NEAR A LARGE,
 TU3247'CORRUGATED METAL RAIN-TRAP.
 TU3247'
 TU3247'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3247'ON LANAI AVENUE AND FOLLOW HIGHWAY 44 NORTHERLY FOR 2.7 MILES TO
 TU3247'TWO BOARD GATES ON THE LEFT.  PASS THROUGH THE RIGHT ONE OF THE
 TU3247'TWO GATES, TURN RIGHT, AND FOLLOW OLD TRACK ROAD FOR 0.6 MILE TO A
 TU3247'FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, FOR 0.1 MILE TO WATER
 TU3247'TROUGH.  CONTINUE ON TRACK ROAD FOR 1.0 MILE TO BOARD GATE.
 TU3247'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 1.25 MILES TO
 TU3247'DIM SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD ACROSS LARGE
 TU3247'ERODED AREA AND THEN DOWN GRASSY SLOPE FOR 0.8 MILE TO A SMALL
 TU3247'RAIN-TRAP (NO. 24).  CONTINUE ON TRACK ROAD FOR 0.15 MILE
 TU3247'TO THE LARGE RAIN-TRAP ON LEFT.  BEAR LEFT ACROSS GRASSY
 TU3247'AREA FOR 0.05 MILE TO STATION.
 TU3247'
 TU3247'STATION MARK IS A STANDARD DISK STAMPED KAHUA 1962, BRAZED TO THE
 TU3247'TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN CEMENT AND PROJECTS
 TU3247'4 INCHES ABOVE GROUND.  IT IS 50 YARDS EAST OF A DEEP RAVINE, 117
 TU3247'YARDS NORTH OF A 2-INCH PIPELINE THAT PASSES ALONG THE NORTH AND
 TU3247'WEST SIDES OF THE ISLAND AT AN ELEVATION OF ABOUT 900 FEET, 3.1
 TU3247'FEET EAST OF A WHITE WITNESS POST, AND 304.0 FEET NORTHWEST OF
 TU3247'THE NORTH CORNER OF THE RAIN-TRAP.
 TU3247'
 TU3247'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHUA NO 1
 TU3247'1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN
 TU3247'CEMENT AND PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 19.2 FEET
 TU3247'SOUTH-SOUTHEAST OF THE WITNESS POST AND ABOUT 2 FEET HIGHER THAN
 TU3247'THE STATION MARK.
 TU3247'
 TU3247'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAHUA NO 2
 TU3247'1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN
 TU3247'CEMENT AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS 18.7 FEET
 TU3247'NORTH OF THE WITNESS POST AND ABOUT 1-1/2 FEET LOWER THAN THE
 TU3247'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3429 ***********************************************************************
 TU3429  DESIGNATION -  KAHUALEWA 1925
 TU3429  PID         -  TU3429
 TU3429  STATE/COUNTY-  HI/MAUI
 TU3429  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3429
 TU3429                         *CURRENT SURVEY CONTROL
 TU3429  ___________________________________________________________________
 TU3429* NAD 83(1993)-  21 06 33.86181(N)    157 11 45.21488(W)     ADJUSTED  
 TU3429* LOCAL TIDAL -       242.     (meters)     794.     (feet)  SCALED    
 TU3429  ___________________________________________________________________
 TU3429  EPOCH DATE  -        1993.62
 TU3429  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 TU3429  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU3429
 TU3429  HORZ ORDER  -  THIRD
 TU3429
 TU3429.The horizontal coordinates were established by classical geodetic methods
 TU3429.and adjusted by the National Geodetic Survey in December 1998..
 TU3429.The horizontal coordinates are valid at the epoch date displayed above.
 TU3429.The epoch date for horizontal control is a decimal equivalence
 TU3429.of Year/Month/Day.
 TU3429
 TU3429.The orthometric height was scaled from a topographic map.
 TU3429
 TU3429.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3429
 TU3429.The geoid height was determined by GEOID03.
 TU3429
 TU3429;                    North         East     Units Scale Factor Converg.
 TU3429;SPC HI 2     -    86,010.271   445,017.569   MT  1.00000401   -0 11 26.2
 TU3429;UTM  04      - 2,335,318.725   687,384.814   MT  1.00003393   +0 38 59.8
 TU3429
 TU3429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3429!SPC HI 2     -   0.99995947  x   1.00000401  =   0.99996348
 TU3429!UTM  04      -   0.99995947  x   1.00003393  =   0.99999340
 TU3429
 TU3429:                Primary Azimuth Mark                     Grid Az
 TU3429:SPC HI 2     -  WHARF                                    174 51 12.4
 TU3429:UTM  04      -  WHARF                                    174 00 46.4
 TU3429
 TU3429|---------------------------------------------------------------------|
 TU3429| PID    Reference Object                     Distance      Geod. Az  |
 TU3429|                                                           dddmmss.s |
 TU3429| TU3428 WHARF                               APPROX. 2.3 KM 1743946.2 |
 TU3429|---------------------------------------------------------------------|
 TU3429
 TU3429                          SUPERSEDED SURVEY CONTROL
 TU3429
 TU3429  NAD 83(1986)-  21 06 33.81848(N)    157 11 45.16923(W) AD(       ) 3
 TU3429  OLD HI      -  21 06 45.23900(N)    157 11 55.31300(W) AD(       ) 3
 TU3429
 TU3429.Superseded values are not recommended for survey control.
 TU3429.NGS no longer adjusts projects to the OLD HI datum.
 TU3429.See file dsdata.txt to determine how the superseded data were derived.
 TU3429
 TU3429_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8738535319(NAD 83)
 TU3429
 TU3429  HISTORY     - Date     Condition        Report By
 TU3429  HISTORY     - 1925     MONUMENTED       HIGS
 TU3429  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3429
 TU3429                          STATION DESCRIPTION
 TU3429
 TU3429'DESCRIBED BY HAWAII GEODETIC SURVEY 1925 (RWW)
 TU3429'ON TOP AND POINT OF A NARROW FLAT-TOPPED RIDGE ON THE WEST SIDE
 TU3429'OF ONOPALANI GULCH, IN SUCH A POSITION AS TO SEE THE OUTER HALF
 TU3429'OF THE DOCK AT KOLO HARBOR.  IN 1925 A UNITED STATES GEOLOGICAL
 TU3429'SURVEY SIGNAL POLE WAS FOUND IN POSITION, AND A 1-INCH IRON PIPE
 TU3429'DRIVEN FIRMLY INTO THE GROUND, PROJECTING 1 FOOT ABOVE IT.
 TU3429
 TU3429                          STATION RECOVERY (1962)
 TU3429
 TU3429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3429'THE IRON PIPE MENTIONED IN THE DESCRIPTION WAS RECOVERED IN
 TU3429'GOOD CONDITION.  THE PIPE PROJECTS ABOUT 10 INCHES.  A SMALL CAIRN
 TU3429'OF STONES WAS PLACED AROUND THE PIPE.
 TU3429'
 TU3429'STATION IS LOCATED ON A SMALL RISE ON THE WEST SIDE OF
 TU3429'ONOPALANI GULCH, ABOUT 2.0 MILES SOUTHEAST OF MAUNA LOA, AND
 TU3429'ABOUT 1.2 MILES NORTH OF THE KOLO WHARF.
 TU3429'
 TU3429'TO REACH THE STATION FROM THE POST OFFICE IN MAUNA LOA, GO
 TU3429'0.15 MILE NORTHEAST TO END OF PAVEMENT, CONTINUE 1.8 MILES
 TU3429'NORTHEAST ON GRADED ROAD TO FENCE CORNER AND ROAD ON RIGHT,
 TU3429'TURN RIGHT GO 0.2 MILE TO GATE, PASS THROUGH GATE AND PASS
 TU3429'SMALL CONCRETE BLOCK BUILDING AND ANTENNA POLE ON LEFT, TAKE
 TU3429'TRACK ROAD 0.55 MILE SOUTHWEST TO DIM FORK IN ROAD JUST AFTER
 TU3429'CROSSING A PIPELINE, TAKE RIGHT FORK 0.2 MILE NORTHWEST TO A
 TU3429'BLADED ROAD ON RIGHT, TURN LEFT GO 1.2 MILES SOUTH ON BLADED
 TU3429'ROAD, LEAVE ROAD AND GO ABOUT 0.1 MILE TO END OF TRUCK TRAVEL
 TU3429'AT BASE OF SMALL RISE AND STATION ABOUT 300 FEET SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1485 ***********************************************************************
 TU1485  DESIGNATION -  KAHUKU 1875
 TU1485  PID         -  TU1485
 TU1485  STATE/COUNTY-  HI/HONOLULU
 TU1485  USGS QUAD   -  KAHUKU (1983)
 TU1485
 TU1485                         *CURRENT SURVEY CONTROL
 TU1485  ___________________________________________________________________
 TU1485* NAD 83(1993)-  21 42 33.45402(N)    157 58 49.65596(W)     ADJUSTED  
 TU1485* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1485  ___________________________________________________________________
 TU1485  EPOCH DATE  -        1993.62
 TU1485  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 TU1485  GEOID HEIGHT-          12.91  (meters)                     GEOID03
 TU1485
 TU1485  HORZ ORDER  -  THIRD
 TU1485
 TU1485.The horizontal coordinates were established by classical geodetic methods
 TU1485.and adjusted by the National Geodetic Survey in December 1998..
 TU1485.The horizontal coordinates are valid at the epoch date displayed above.
 TU1485.The epoch date for horizontal control is a decimal equivalence
 TU1485.of Year/Month/Day.
 TU1485
 TU1485.The orthometric height was scaled from a topographic map.
 TU1485
 TU1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1485
 TU1485.The geoid height was determined by GEOID03.
 TU1485
 TU1485;                    North         East     Units Scale Factor Converg.
 TU1485;SPC HI 3     -    60,080.595   502,021.810   MT  0.99999005   +0 00 26.0
 TU1485;UTM  04      - 2,400,997.394   605,454.989   MT  0.99973741   +0 22 37.8
 TU1485
 TU1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1485!SPC HI 3     -   0.99999703  x   0.99999005  =   0.99998708
 TU1485!UTM  04      -   0.99999703  x   0.99973741  =   0.99973444
 TU1485
 TU1485                          SUPERSEDED SURVEY CONTROL
 TU1485
 TU1485  NAD 83(1986)-  21 42 33.40646(N)    157 58 49.66648(W) AD(       ) 3
 TU1485  OLD HI      -  21 42 44.84400(N)    157 58 59.58300(W) AD(       ) 3
 TU1485
 TU1485.Superseded values are not recommended for survey control.
 TU1485.NGS no longer adjusts projects to the OLD HI datum.
 TU1485.See file dsdata.txt to determine how the superseded data were derived.
 TU1485
 TU1485_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFK0545500997(NAD 83)
 TU1485
 TU1485  HISTORY     - Date     Condition        Report By
 TU1485  HISTORY     - 1875     MONUMENTED       COASUR
 TU1485  HISTORY     - 1910     SEE DESCRIPTION  CGS
 TU1485  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1485  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1485  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1485
 TU1485                          STATION DESCRIPTION
 TU1485
 TU1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1485'ON THE SUMMIT OF A SAND DUNE NEAR THE NORTH POINT OF OAHU, IN
 TU1485'LINE WITH A LONG STONE WALL RUNNING DUE SOUTH.  IT IS 200 FEET
 TU1485'FROM A Y CUT IN THE ROCK NORTH OF STATION AND 300 FEET FROM A
 TU1485'SIMILAR CUT IN THE ROCK TO THE SOUTH.  BOTH MARKS BEING EXACTLY
 TU1485'IN LINE WITH PUUKI STATION.  IN 1910 RECOVERED CYLINDRICAL
 TU1485'CONCRETE POST WITH CROSS IN TOP, ON PROMINENT SAND DUNE.  BRICK
 TU1485'LATITUDE PIER STILL IN PLACE.  CONCRETE POST MARKING
 TU1485'TRIANGULATION STATION NOT IN ORIGINAL POSITION, HAVING BEEN
 TU1485'REPLACED ONLY APPROXIMATELY BY J.S. EMMERSON.  IS PROBABLY
 TU1485'SOME 8 OR 9 FEET OUT OF POSITION.
 TU1485
 TU1485                          STATION RECOVERY (1932)
 TU1485
 TU1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1485'STATION HAS BEEN DESTROYED BY EROSION OF SAND DUNE.  THE Y IN
 TU1485'ROCK, 200 FEET N OF THE STATION, WAS RECOVERED.  THE Y S OF
 TU1485'STATION WAS SEARCHED FOR BUT NOT FOUND.  LATITUDE PIER STILL IN
 TU1485'PLACE AND IN GOOD CONDITION.
 TU1485
 TU1485                          STATION RECOVERY (1952)
 TU1485
 TU1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1485'ALL MARKS AND THE LATITUDE DESTROYED WHEN KAHUKU AIRFIELD
 TU1485'WAS BUILT.
 TU1485
 TU1485                          STATION RECOVERY (1964)
 TU1485
 TU1485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1485'THE STATION IS GONE.  THE APPROXIMATE LOCATION WAS DETERMINED
 TU1485'BY CHECK ANGLE.  THE SAND HAS BEEN REMOVED FROM THIS AREA.
 TU1485'
 TU1485'THE Y CUT IN ROCK, TO NORTH OF STATION, WAS FOUND.  IT
 TU1485'ABOUT 14 INCHES LONG AND IS LOCATED AT A RIGHT-ANGLE BEND IN
 TU1485'SHORELINE, AT THE SOUTH END OF THE ROCK, 6 FEET WEST OF A 6-FOOT-
 TU1485'HIGH, IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1480 ***********************************************************************
 TU1480  DESIGNATION -  KAHUKU MILL CHIMNEY
 TU1480  PID         -  TU1480
 TU1480  STATE/COUNTY-  HI/HONOLULU
 TU1480  USGS QUAD   -  KAHUKU (1983)
 TU1480
 TU1480                         *CURRENT SURVEY CONTROL
 TU1480  ___________________________________________________________________
 TU1480* NAD 83(1993)-  21 40 44.13805(N)    157 56 59.72879(W)     ADJUSTED  
 TU1480* LOCAL TIDAL -                                                        
 TU1480  ___________________________________________________________________
 TU1480  EPOCH DATE  -        1993.62
 TU1480  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 TU1480  GEOID HEIGHT-          13.37  (meters)                     GEOID03
 TU1480
 TU1480  HORZ ORDER  -  THIRD
 TU1480
 TU1480.The horizontal coordinates were established by classical geodetic methods
 TU1480.and adjusted by the National Geodetic Survey in December 1998..
 TU1480.The horizontal coordinates are valid at the epoch date displayed above.
 TU1480.The epoch date for horizontal control is a decimal equivalence
 TU1480.of Year/Month/Day.
 TU1480
 TU1480
 TU1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1480
 TU1480.The geoid height was determined by GEOID03.
 TU1480
 TU1480;                    North         East     Units Scale Factor Converg.
 TU1480;SPC HI 3     -    56,719.077   505,182.394   MT  0.99999033   +0 01 06.6
 TU1480;UTM  04      - 2,397,657.169   608,636.406   MT  0.99974583   +0 23 16.6
 TU1480
 TU1480                          SUPERSEDED SURVEY CONTROL
 TU1480
 TU1480  NAD 83(1986)-  21 40 44.09044(N)    157 56 59.73903(W) AD(       ) 4
 TU1480  OLD HI      -  21 40 55.54207(N)    157 57 09.63817(W) AD(       ) 3
 TU1480
 TU1480.Superseded values are not recommended for survey control.
 TU1480.NGS no longer adjusts projects to the OLD HI datum.
 TU1480.See file dsdata.txt to determine how the superseded data were derived.
 TU1480
 TU1480_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0863697657(NAD 83)
 TU1480
 TU1480  HISTORY     - Date     Condition        Report By
 TU1480  HISTORY     - UNK      MONUMENTED
 TU1480  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1480  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1480  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1480
 TU1480                          STATION DESCRIPTION
 TU1480
 TU1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1480'AT THE NORTH CORNER OF A LARGE RED SUGAR MILL, A CONCRETE CHIMNEY
 TU1480'ABOUT 200 FEET TALL.
 TU1480
 TU1480                          STATION RECOVERY (1965)
 TU1480
 TU1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1480'STATION RECOVERED AND VERIFIED BY THE KAHUKU PLANTATION CO. TO
 TU1480'STILL BE IN ORIGINAL LOCATION.  THE STACK IS 140 FEET TALL AND
 TU1480'IS PAINTED BLACK.
 TU1480
 TU1480                          STATION RECOVERY (1969)
 TU1480
 TU1480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1480'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1480'BY D. M. WHIPP IN 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1488 ***********************************************************************
 TU1488  DESIGNATION -  KAHUKU NEW
 TU1488  PID         -  TU1488
 TU1488  STATE/COUNTY-  HI/HONOLULU
 TU1488  USGS QUAD   -  KAHUKU (1983)
 TU1488
 TU1488                         *CURRENT SURVEY CONTROL
 TU1488  ___________________________________________________________________
 TU1488* NAD 83(1993)-  21 42 34.89868(N)    157 58 26.27497(W)     ADJUSTED  
 TU1488* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU1488  ___________________________________________________________________
 TU1488  EPOCH DATE  -        1993.62
 TU1488  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 TU1488  GEOID HEIGHT-          12.88  (meters)                     GEOID03
 TU1488
 TU1488  HORZ ORDER  -  SECOND
 TU1488
 TU1488.The horizontal coordinates were established by classical geodetic methods
 TU1488.and adjusted by the National Geodetic Survey in December 1998..
 TU1488.The horizontal coordinates are valid at the epoch date displayed above.
 TU1488.The epoch date for horizontal control is a decimal equivalence
 TU1488.of Year/Month/Day.
 TU1488
 TU1488.The orthometric height was scaled from a topographic map.
 TU1488
 TU1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1488
 TU1488.The geoid height was determined by GEOID03.
 TU1488
 TU1488;                    North         East     Units Scale Factor Converg.
 TU1488;SPC HI 3     -    60,125.128   502,693.813   MT  0.99999009   +0 00 34.7
 TU1488;UTM  04      - 2,401,046.252   606,126.521   MT  0.99973917   +0 22 46.5
 TU1488
 TU1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1488!SPC HI 3     -   0.99999719  x   0.99999009  =   0.99998728
 TU1488!UTM  04      -   0.99999719  x   0.99973917  =   0.99973636
 TU1488
 TU1488|---------------------------------------------------------------------|
 TU1488| PID    Reference Object                     Distance      Geod. Az  |
 TU1488|                                                           dddmmss.s |
 TU1488| CJ9524 KAHUKU NEW RM 2                     125.759 METERS 08756     |
 TU1488| TU1478 KEANA                               APPROX. 5.2 KM 1360338.1 |
 TU1488| CJ9523 KAHUKU NEW RM 1 AZIMUTH             348.471 METERS 19419     |
 TU1488|---------------------------------------------------------------------|
 TU1488
 TU1488                          SUPERSEDED SURVEY CONTROL
 TU1488
 TU1488  NAD 83(1986)-  21 42 34.85094(N)    157 58 26.28558(W) AD(       ) 2
 TU1488  OLD HI      -  21 42 46.28800(N)    157 58 36.20600(W) AD(       ) 2
 TU1488
 TU1488.Superseded values are not recommended for survey control.
 TU1488.NGS no longer adjusts projects to the OLD HI datum.
 TU1488.See file dsdata.txt to determine how the superseded data were derived.
 TU1488
 TU1488_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFK0612701046(NAD 83)
 TU1488_MARKER: Z = SEE DESCRIPTION
 TU1488_SETTING: 0 = UNSPECIFIED SETTING
 TU1488
 TU1488  HISTORY     - Date     Condition        Report By
 TU1488  HISTORY     - 1927     MONUMENTED       CGS
 TU1488  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1488  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1488  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1488
 TU1488                          STATION DESCRIPTION
 TU1488
 TU1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1488'ON NORTH POINT OF OAHU, ABOUT 3 MILES NORTHWEST OF KAHUKU MILL,
 TU1488'ABOUT 1/4 MILE NORTHWEST OF RADIO CORPORATION OF AMERICA
 TU1488'POWER PLANT, AND ON A SAND DUNE ABOUT 75 FEET FROM WATERS
 TU1488'EDGE.  MARKED WITH A UNITED STATES ENGINEERS BRASS PLATE SET IN
 TU1488'8-INCH SQUARE CONCRETE BLOCK.  REFERENCE MARK NO. 1 IS A
 TU1488'STANDARD DISK CEMENTED IN THE CONCRETE ANCHOR OF THE NORTH GUY
 TU1488'OF THE THIRD TOWER WEST OF THE POWER HOUSE OF THE RADIO
 TU1488'CORPORATION OF AMERICA PLANT.  IT IS 348.47 METERS (1143.3
 TU1488'FEET) FROM STATION IN AZIMUTH 14 DEG 20 MIN.  REFERENCE MARK
 TU1488'NO. 2 IS A STANDARD DISK CEMENTED IN CONCRETE SEWER OUTLET
 TU1488'AT WATERS EDGE EAST OF STATION.  IT IS 125.76 METERS (412.6
 TU1488'FEET) FROM STATION IN AZIMUTH 267 DEG 56 MIN.  RE-MARKED
 TU1488'ACCORDING TO NOTE 14A IN 1929.
 TU1488
 TU1488                          STATION RECOVERY (1932)
 TU1488
 TU1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1488'RECOVERED IN GOOD CONDITION.  HIGHWATER LINE - 36 METERS NNW.
 TU1488
 TU1488                          STATION RECOVERY (1952)
 TU1488
 TU1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1488'STATION MARK AND REFERENCE MARK 1 DESTROYED BY TSUNAMI OF
 TU1488'1946.  REFERENCE MARK 2 INTACT.
 TU1488
 TU1488                          STATION RECOVERY (1965)
 TU1488
 TU1488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1488'THE STATION MARK AND REFERENCE MARK NUMBER ONE ARE GONE.  REFERENCE
 TU1488'MARK NUMBER TWO WAS RECOVERED IN GOOD CONDITION.  IT IS
 TU1488'A STANDARD DISK, CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE
 TU1488'SEWER OUTLET THAT SETS IN EDGE OF WATER.
 TU1488'
 TU1488'THE SAND DUNES IN VICINITY OF STATION ARE GONE AND THE GROUND
 TU1488'LEVEL IS ABOUT 5 FEET LOWER THAN ORIGINALLY.  THE EXACT
 TU1488'STATION POINT WAS DETERMINED BY SETTINNG A THEODOLITE ON THE
 TU1488'OLD ANGLES BETWEEN STATION WAIAHILAHILA,PUUKI, AND OPANA, AND
 TU1488'ON THE PUBLISHED DISTANCE FROM RM NO. 2.
 TU1488'
 TU1488'A MARK, CONSISTING OF A 1-INCH IRON PIPE SET IN THE CENTER OF
 TU1488'A 3-FOOT DIAMETER BOULDER-AND-CONCRETE DOME, WITH A 6-INCH
 TU1488'TRIANGLE CHISELED INTO THE CONCRETE, WAS FOUND NEARBY, HOWEVER
 TU1488'IT IS 417 FEET FROM THE REFERENCE MARK, WHEREAS THE STATION WAS
 TU1488'412.6 FEET FROM THE REFERENCE MARK.  ANGLES WERE MEASURED WITH
 TU1488'INSTRUMENT SET OVER THIS MARK SHOW IT TO BE 18 MINUTES OFF
 TU1488'IN AZIMUTH TO THE REFERENCE MARK FROM THAT PUBLISHED FOR KAHUKU
 TU1488'NEW.
 TU1488'
 TU1488'INQUIRIES WERE MADE OF VARIOUS AGENCIES, BUT THE HISTORY OF THIS
 TU1488'MARK COULD NOT BE LEARNED, HOWEVER IT HAS BEEN USED IN SOME CASES
 TU1488'ON THE ASSUMPTION THAT IT IS KAHUKU NEW.
 TU1488'
 TU1488'THE ANGLES MEASURED WITH INSTRUMENT SET OVER THE PIPE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1490 ***********************************************************************
 TU1490  DESIGNATION -  KAHUKU NEW 2
 TU1490  PID         -  TU1490
 TU1490  STATE/COUNTY-  HI/HONOLULU
 TU1490  USGS QUAD   -  KAHUKU (1983)
 TU1490
 TU1490                         *CURRENT SURVEY CONTROL
 TU1490  ___________________________________________________________________
 TU1490* NAD 83(1993)-  21 42 34.89807(N)    157 58 26.44574(W)     ADJUSTED  
 TU1490* LOCAL TIDAL -         3.8    (meters)      12.     (feet)  VERT ANG  
 TU1490  ___________________________________________________________________
 TU1490  EPOCH DATE  -        1993.62
 TU1490  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 TU1490  GEOID HEIGHT-          12.88  (meters)                     GEOID03
 TU1490
 TU1490  HORZ ORDER  -  FIRST
 TU1490
 TU1490.The horizontal coordinates were established by classical geodetic methods
 TU1490.and adjusted by the National Geodetic Survey in December 1998..
 TU1490.The horizontal coordinates are valid at the epoch date displayed above.
 TU1490.The epoch date for horizontal control is a decimal equivalence
 TU1490.of Year/Month/Day.
 TU1490
 TU1490.The orthometric height was determined by vertical angle observations.
 TU1490
 TU1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1490
 TU1490.The geoid height was determined by GEOID03.
 TU1490
 TU1490;                    North         East     Units Scale Factor Converg.
 TU1490;SPC HI 3     -    60,125.108   502,688.904   MT  0.99999009   +0 00 34.6
 TU1490;UTM  04      - 2,401,046.200   606,121.614   MT  0.99973915   +0 22 46.4
 TU1490
 TU1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1490!SPC HI 3     -   0.99999738  x   0.99999009  =   0.99998747
 TU1490!UTM  04      -   0.99999738  x   0.99973915  =   0.99973653
 TU1490
 TU1490|---------------------------------------------------------------------|
 TU1490| PID    Reference Object                     Distance      Geod. Az  |
 TU1490|                                                           dddmmss.s |
 TU1490| CJ9525 KAHUKU NEW 2 RM 1                     8.360 METERS 03517     |
 TU1490| CJ9524 KAHUKU NEW RM 2                     130.656 METERS 08800     |
 TU1490| TU1489 KAHUKU NEW 2 LAND SURVEYOR PIPE       3.602 METERS 10136     |
 TU1490| TU1493 KAHUKU RADAR DOME                   APPROX. 5.8 KM 2083517.1 |
 TU1490| CJ9526 KAHUKU NEW 2 RM 2                     6.499 METERS 29858     |
 TU1490|---------------------------------------------------------------------|
 TU1490
 TU1490                          SUPERSEDED SURVEY CONTROL
 TU1490
 TU1490  NAD 83(1986)-  21 42 34.85025(N)    157 58 26.45641(W) AD(       ) 1
 TU1490  OLD HI      -  21 42 46.30767(N)    157 58 36.36953(W) AD(       ) 1
 TU1490
 TU1490.Superseded values are not recommended for survey control.
 TU1490.NGS no longer adjusts projects to the OLD HI datum.
 TU1490.See file dsdata.txt to determine how the superseded data were derived.
 TU1490
 TU1490_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFK0612201046(NAD 83)
 TU1490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1490
 TU1490  HISTORY     - Date     Condition        Report By
 TU1490  HISTORY     - 1965     MONUMENTED       CGS
 TU1490  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1490  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1490
 TU1490                          STATION DESCRIPTION
 TU1490
 TU1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1490'STATION WAS ESTABLISHED TO REPLACE KAHUKU NEW 1927 WHICH WAS
 TU1490'DESTROYED.  LOCATED ABOUT 2-1/2 MILES NORTHWEST OF KAHUKU, ON
 TU1490'NORTH SHORE OF OAHU, ON NORTH SIDE OF OLD KAHUKU AIRFIELD,
 TU1490'ACROSS AIRFIELD FROM OLD RCA RADIO CORP. BUILDINGS.  IT IS IN A
 TU1490'BREAK, OR GAP, ABOUT 75 YARDS LONG, IN THE SHORELINE SAND RIDGE,
 TU1490'WHERE SAND HAS BEEN REMOVED, AND IS ABOUT 16 FEET WEST OF POINT
 TU1490'WHERE KAHUKU NEW 1927 WAS LOCATED.
 TU1490'
 TU1490'TO REACH STATION FROM THE KAHUKU PLANTATION OFFICE IN KAHUKU,
 TU1490'GO NORTHWEST ON STATE HIGHWAY 83 FOR 2.1 MILES.  TURN RIGHT ON
 TU1490'PAVED SIDE ROAD AND GO 0.7 MILE.  TURN LEFT, PASSING BETWEEN
 TU1490'QUONSET BUILDINGS, AND FOLLOW OLD PAVED ROAD FOR 0.4 MILE TO
 TU1490'ENTRANCE TO AIRFIELD.  CONTINUE AHEAD, NORTHERLY, CROSSING OLD
 TU1490'HARD-SURFACED AREAS AND RUNWAY, AND THEN SAND AREA, FOR 0.35
 TU1490'MILE TO SHORELINE AND STATION.
 TU1490'
 TU1490'STATION MARK IS A STANDARD DISK STAMPED KAHUKU NEW 2 1965,
 TU1490'SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU1490'PROJECTS 8 INCHES.  IT IS 58 FEET EAST OF END OF SAND RIDGE TO
 TU1490'WEST, 88 FEET WEST OF A PROMINENT, LONE BUSH, 124 FEET SOUTH
 TU1490'OF THE BEDROCK SHORELINE, 24 FEET SOUTH OF WHERE SAND BEACH
 TU1490'SLOPES DOWN TO SEA, AND 5 FEET WEST OF A WHITE WITNESS POST.
 TU1490'
 TU1490'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED KAHUKU NEW 2
 TU1490'1965, SET IN A MASS OF CONCRETE 3-1/2 FEET BELOW GROUND LEVEL.
 TU1490'
 TU1490'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHUKU NEW
 TU1490'2 NO 1 1965, CEMENTED IN A DRILL HOLE IN THE WEST END OF 4 X 7-FOOT
 TU1490'BEDROCK OUTCROP THAT PROJECTS 8 INCHES.  IT IS 75 FEET WEST
 TU1490'OF THE LONE BUSH AND ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU1490'
 TU1490'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAHUKU NEW
 TU1490'2 NO 2 1965, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU1490'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 37 FEET EAST OF END OF SAND
 TU1490'RIDGE TO WEST, 15 FEET SOUTH OF WHERE SAND BEACH SLOPES DOWN TO
 TU1490'SEA, AND AT SAME ELEVATION AS STATION MARK.
 TU1490'
 TU1490'REFERENCE MARK NUMBER TWO (KAHUKU NEW 1927) IS A STANDARD DISK
 TU1490'STAMPED KAHUKU NEW 1927, CEMENTED IN A DRILL HOLE IN THE TOP,
 TU1490'AND NEAR THE SOUTH END, OF A LARGE, CONCRETE, SEWER OUTLET ALONG
 TU1490'SHORELINE.  IT IS ABOUT 3 FEET ABOVE WATER LINE.
 TU1490'
 TU1490'LAND SURVEY PIPE MARK IS A 1-1/4-INCH IRON PIPE, DRIVEN INTO THE
 TU1490'SAND, AND PROJECTING 1/4-INCH FROM THE TOP OF A DOME-SHAPED MASS
 TU1490'OF ROCK AND CONCRETE 3 FEET IN DIAMETER AND EXTENDING 16 INCHES
 TU1490'ABOVE GROUND.  A 6-INCH TRIANGLE IS CHISELED INTO THE CONCRETE
 TU1490'ON THE SOUTH SIDE OF THE DOME.  THE MARK IS 7 FEET EAST OF THE
 TU1490'WITNESS POST.
 TU1490
 TU1490                          STATION RECOVERY (1969)
 TU1490
 TU1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1490'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1490'DESCRIBED IN 1965 AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 TU1490'2 (KAHUKU NEW 1927) WAS SEARCHED FOR BUT WAS NOT FOUND AND IS
 TU1490'BEIEVED DESTROYED.  THE 1965 TO REACH IS ADEQUATE.
 TU1490'
 TU1490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1490'2-1/2 MILES NORTHWEST OF KAHUKU.
 TU1490
 TU1490                          STATION RECOVERY (1970)
 TU1490
 TU1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RCM)
 TU1490'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE LAND SURVEY
 TU1490'PIPE MARK WERE FOUND DESTROYED DUE TO HIGH SURF FROM THE
 TU1490'PACIFIC STORM OF DECEMBER 1969.  THE DISKS WERE REMOVED BY
 TU1490'PERSONNEL FROM THE HONOLULU FIELD OFFICE.
 TU1490'
 TU1490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1490'2-1/2 MILES NORTHWEST OF KAHUKU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1489 ***********************************************************************
 TU1489  DESIGNATION -  KAHUKU NEW 2 LAND SURVEYOR PIPE
 TU1489  PID         -  TU1489
 TU1489  STATE/COUNTY-  HI/HONOLULU
 TU1489  USGS QUAD   -  KAHUKU (1983)
 TU1489
 TU1489                         *CURRENT SURVEY CONTROL
 TU1489  ___________________________________________________________________
 TU1489* NAD 83(1993)-  21 42 34.87451(N)    157 58 26.32298(W)     ADJUSTED  
 TU1489* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1489  ___________________________________________________________________
 TU1489  EPOCH DATE  -        1993.62
 TU1489  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 TU1489  GEOID HEIGHT-          12.88  (meters)                     GEOID03
 TU1489
 TU1489  HORZ ORDER  -  SECOND
 TU1489
 TU1489.The horizontal coordinates were established by classical geodetic methods
 TU1489.and adjusted by the National Geodetic Survey in December 1998..
 TU1489.The horizontal coordinates are valid at the epoch date displayed above.
 TU1489.The epoch date for horizontal control is a decimal equivalence
 TU1489.of Year/Month/Day.
 TU1489
 TU1489.The orthometric height was scaled from a topographic map.
 TU1489
 TU1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1489
 TU1489.The geoid height was determined by GEOID03.
 TU1489
 TU1489;                    North         East     Units Scale Factor Converg.
 TU1489;SPC HI 3     -    60,124.384   502,692.433   MT  0.99999009   +0 00 34.7
 TU1489;UTM  04      - 2,401,045.499   606,125.147   MT  0.99973916   +0 22 46.4
 TU1489
 TU1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1489!SPC HI 3     -   0.99999735  x   0.99999009  =   0.99998744
 TU1489!UTM  04      -   0.99999735  x   0.99973916  =   0.99973651
 TU1489
 TU1489                          SUPERSEDED SURVEY CONTROL
 TU1489
 TU1489  NAD 83(1986)-  21 42 34.82670(N)    157 58 26.33365(W) AD(       ) 2
 TU1489  OLD HI      -  21 42 46.28414(N)    157 58 36.24673(W) AD(       ) 2
 TU1489
 TU1489.Superseded values are not recommended for survey control.
 TU1489.NGS no longer adjusts projects to the OLD HI datum.
 TU1489.See file dsdata.txt to determine how the superseded data were derived.
 TU1489
 TU1489_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFK0612501045(NAD 83)
 TU1489
 TU1489  HISTORY     - Date     Condition        Report By
 TU1489  HISTORY     - 1965     MONUMENTED       CGS
 TU1489
 TU1489                          STATION DESCRIPTION
 TU1489
 TU1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU1489'SEE STATION KAHUKU NEW 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2467 ***********************************************************************
 TU2467  DESIGNATION -  KAHUKU NW BASE
 TU2467  PID         -  TU2467
 TU2467  STATE/COUNTY-  HI/HAWAII
 TU2467  USGS QUAD   -  POHUE BAY (1995)
 TU2467
 TU2467                         *CURRENT SURVEY CONTROL
 TU2467  ___________________________________________________________________
 TU2467* NAD 83(1993)-  19 05 03.66569(N)    155 46 29.90794(W)     ADJUSTED  
 TU2467* LOCAL TIDAL -       605.1    (meters)    1985.     (feet)  VERT ANG  
 TU2467  ___________________________________________________________________
 TU2467  EPOCH DATE  -        1993.62
 TU2467  LAPLACE CORR-           9.99  (seconds)                    DEFLEC99
 TU2467  GEOID HEIGHT-          18.28  (meters)                     GEOID03
 TU2467
 TU2467  HORZ ORDER  -  SECOND
 TU2467
 TU2467.The horizontal coordinates were established by classical geodetic methods
 TU2467.and adjusted by the National Geodetic Survey in December 1998..
 TU2467.The horizontal coordinates are valid at the epoch date displayed above.
 TU2467.The epoch date for horizontal control is a decimal equivalence
 TU2467.of Year/Month/Day.
 TU2467
 TU2467.The orthometric height was determined by vertical angle observations.
 TU2467
 TU2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2467
 TU2467.The geoid height was determined by GEOID03.
 TU2467
 TU2467;                    North         East     Units Scale Factor Converg.
 TU2467;SPC HI 1     -    27,807.384   471,062.887   MT  0.99997701   -0 05 23.7
 TU2467;UTM  05      - 2,112,474.134   207,991.355   MT  1.00065419   -0 54 28.6
 TU2467
 TU2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2467!SPC HI 1     -   0.99990201  x   0.99997701  =   0.99987903
 TU2467!UTM  05      -   0.99990201  x   1.00065419  =   1.00055614
 TU2467
 TU2467|---------------------------------------------------------------------|
 TU2467| PID    Reference Object                     Distance      Geod. Az  |
 TU2467|                                                           dddmmss.s |
 TU2467| CN5293 KAHUKU NW BASE RM 2                  17.509 METERS 17530     |
 TU2467| CN5292 KAHUKU NW BASE RM 1                  17.867 METERS 26458     |
 TU2467| CN5291 KAHUKU NW BASE AZ MK 2                             2901030.4 |
 TU2467| CN5290 KAHUKU NW BASE AZ MK                               2933606.5 |
 TU2467|---------------------------------------------------------------------|
 TU2467
 TU2467                          SUPERSEDED SURVEY CONTROL
 TU2467
 TU2467  NAD 83(1986)-  19 05 03.66048(N)    155 46 29.95421(W) AD(       ) 2
 TU2467  OLD HI      -  19 05 14.47900(N)    155 46 39.98900(W) AD(       ) 2
 TU2467
 TU2467.Superseded values are not recommended for survey control.
 TU2467.NGS no longer adjusts projects to the OLD HI datum.
 TU2467.See file dsdata.txt to determine how the superseded data were derived.
 TU2467
 TU2467_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0799112474(NAD 83)
 TU2467_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2467_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2467
 TU2467  HISTORY     - Date     Condition        Report By
 TU2467  HISTORY     - 1949     MONUMENTED       CGS
 TU2467  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2467
 TU2467                          STATION DESCRIPTION
 TU2467
 TU2467'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2467'THE STATION IS LOCATED ABOUT 7 MILES EAST NORTHEAST OF KAUNA
 TU2467'POINT, ABOUT 7 MILES NORTHWEST OF THE KAHUKU RANCH HEADQUARTERS,
 TU2467'ABOUT 0.7 MILE SOUTHEAST OF THE 1907 LAVA FLOW, 39 FEET SOUTH
 TU2467'OF THE CENTERLINE OF A PAVED ROAD, 57.8 FEET NORTHWEST OF
 TU2467'TELEPHONE POLE NUMBER 253, 11 FEET SOUTHWEST OF A ROCK WALL AND
 TU2467'ABOUT 5 FEET HIGHER THAN THE PAVED ROAD.
 TU2467'
 TU2467'TO REACH FROM THE SCHOOLHOUSE AND CHURCH IN THE VILLAGE OF
 TU2467'WAIOHINU.  GO WEST AND NORTH ON THE ROAD WHICH LEADS TOWARD
 TU2467'CAPTAIN COOK FOR 12.3 MILES TO THE STATION ON THE LEFT HAND SIDE
 TU2467'OF THE ROAD.
 TU2467'
 TU2467'THE STATION IS A STANDARD DISK, STAMPED KAHUKU N W BASE 1948,
 TU2467'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 TU2467'FLUSH WITH THE SURFACE OF THE GROUND.
 TU2467'
 TU2467'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED, R. M. 1
 TU2467'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 TU2467'3 FEET AND IS LOCATED 62 FEET SOUTHWEST OF THE HIGHWAY AND ABOUT 5
 TU2467'FEET HIGHER THAN THE STATION.
 TU2467'
 TU2467'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED, R. M. 2
 TU2467'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3
 TU2467'FEET AND IS ABOUT THE SAME ELEVATION AS THE STATION.  A LARGE
 TU2467'TREE LIES ON LINE BETWEEN THE DISK AND THE STATION.
 TU2467'
 TU2467'A ROCK CAIRN WITH BLACK AND WHITE POLE PLUMBED OVER THE MARK
 TU2467'HAS BEEN BUILT OVER THIS STATION 4/7/49.
 TU2467
 TU2467                          STATION RECOVERY (1968)
 TU2467
 TU2467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2467'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2467'CONDITION.  A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT
 TU2467'IT COULD NOT BE FOUND, AND IS BELIEVED DESTROYED.  A NEW AZIMUTH
 TU2467'MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2467'
 TU2467'STATION IS LOCATED ABOUT 9 MILES WEST OF WAIOHINU AND 8 MILES
 TU2467'SOUTHEAST OF THE HONOMALINO AGRICULTURE CO. OFFICE, ALONG
 TU2467'SOUTHWEST SIDE OF STATE HIGHWAY 11, ACROSS HIGHWAY FROM POWER
 TU2467'POLE NO. 380, ON A ROCKY KNOLL WITH A STONE FENCE ALONG THE
 TU2467'NORTHEAST EDGE, AND DIAGONALLY ACROSS THE HIGHWAY FROM THE
 TU2467'KEAKA PARKWAY ENTRANCE TO THE HAWAIIAN OCEAN VIEW ESTATES
 TU2467'SUBDIVISION.
 TU2467'
 TU2467'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTHERLY
 TU2467'ON STATE HIGHWAY 11 FOR 24.6 MILES TO MANUKA STATE
 TU2467'PARK.  CONTINUE ON THE HIGHWAY FOR 3.45 MILES TO JUNCTION WITH
 TU2467'HAWAII BLVD. ON LEFT.  CONTINUE ON THE HIGHWAY FOR 0.1 MILE
 TU2467'TO AZIMUTH MARK ON RIGHT.  CONTINUE ON HIGHWAY FOR 0.25 MILE TO
 TU2467'STATION ON RIGHT.
 TU2467'
 TU2467'STATION MARK IS A STANDARD DISK STAMPED KAHUKU N W BASE 1948, SET
 TU2467'IN A CONCRETE MASS 1 FOOT BELOW GENERAL ROCK LEVEL.  37 FEET
 TU2467'SOUTHWEST OF CENTERLINE OF HIGHWAY, 59 FEET WEST OF TELEPHONE POLE
 TU2467'NO. 253, 11 FEET SOUTHWEST OF THE STONE FENCE, 3-1/2 FEET
 TU2467'NORTHEAST OF A LARGE OHIA TREE WHICH IS ON LINE TO RM NO. 2, AND
 TU2467'193 FEET WEST-SOUTHWEST OF THE INTERSECTION OF STATE HIGHWAY
 TU2467'11 WITH KEAKA PARKWAY.
 TU2467'
 TU2467'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RM 1 1948,
 TU2467'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE, ROUGH LAVA
 TU2467'MOUND THAT PROJECTS 5 FEET ABOVE GROUND.  IT IS 33 FEET SOUTHWEST
 TU2467'OF THE STONE FENCE.
 TU2467'
 TU2467'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RM 2 1948,
 TU2467'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET ABOVE
 TU2467'GROUND.
 TU2467'
 TU2467'AZIMUTH MARK IS A STANDARD DISK STAMPED KAHUKU NW BASE 1948 1968,
 TU2467'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP IN THE MIDDLE OF
 TU2467'A STONE FENCE UP ON A CUTBANK, ACROSS HIGHWAY FROM POWER POLE
 TU2467'NO. 376, 23 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 90 FEET
 TU2467'SOUTHEAST OF TELEPHONE POLE NO. 259, 15 FEET NORTHEAST OF A
 TU2467'LARGE, 3-FOOT OHIA TREE, AND ABOUT 8 FEET HIGHER THAN
 TU2467'HIGHWAY.  NOTE--THE LARGE OHIA TREE IS THE FIRST LARGE TREE
 TU2467'NORTHWEST ALONG HIGHWAY FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1493 ***********************************************************************
 TU1493  DESIGNATION -  KAHUKU RADAR DOME
 TU1493  PID         -  TU1493
 TU1493  STATE/COUNTY-  HI/HONOLULU
 TU1493  USGS QUAD   -  KAHUKU (1983)
 TU1493
 TU1493                         *CURRENT SURVEY CONTROL
 TU1493  ___________________________________________________________________
 TU1493* NAD 83(1993)-  21 39 50.69908(N)    158 00 02.16513(W)     ADJUSTED  
 TU1493* LOCAL TIDAL -                                                        
 TU1493  ___________________________________________________________________
 TU1493  EPOCH DATE  -        1993.62
 TU1493  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 TU1493  GEOID HEIGHT-          13.81  (meters)                     GEOID03
 TU1493
 TU1493  HORZ ORDER  -  THIRD
 TU1493
 TU1493.The horizontal coordinates were established by classical geodetic methods
 TU1493.and adjusted by the National Geodetic Survey in December 1998..
 TU1493.The horizontal coordinates are valid at the epoch date displayed above.
 TU1493.The epoch date for horizontal control is a decimal equivalence
 TU1493.of Year/Month/Day.
 TU1493
 TU1493
 TU1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1493
 TU1493.The geoid height was determined by GEOID03.
 TU1493
 TU1493;                    North         East     Units Scale Factor Converg.
 TU1493;SPC HI 3     -    55,074.625   499,937.751   MT  0.99999000   -0 00 00.8
 TU1493;UTM  04      - 2,395,979.366   603,403.786   MT  0.99973212   +0 22 08.3
 TU1493
 TU1493                          SUPERSEDED SURVEY CONTROL
 TU1493
 TU1493  NAD 83(1986)-  21 39 50.65112(N)    158 00 02.17588(W) AD(       ) 4
 TU1493  OLD HI      -  21 40 02.09751(N)    158 00 12.08910(W) AD(       ) 3
 TU1493
 TU1493.Superseded values are not recommended for survey control.
 TU1493.NGS no longer adjusts projects to the OLD HI datum.
 TU1493.See file dsdata.txt to determine how the superseded data were derived.
 TU1493
 TU1493_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0340495979(NAD 83)
 TU1493
 TU1493  HISTORY     - Date     Condition        Report By
 TU1493  HISTORY     - 1969     MONUMENTED       CGS
 TU1493  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1493
 TU1493                          STATION DESCRIPTION
 TU1493
 TU1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1493'LOCATED 0.2 MILE NORTHEAST OF TRIANGULATION STATION KAWELA.
 TU1493'
 TU1493'THE DOME IS 50 FEET IN DIAMETER AND 80 FEET HIGH.
 TU1493
 TU1493                          STATION RECOVERY (1970)
 TU1493
 TU1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1493'STATION DESTROYED.  DOME AND ANTENNA REMOVED IN MARCH
 TU1493'1970.  BUILDING REMAINS.
 TU1493'
 TU1493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1493'7 MILES NORTHEAST OF HALEIWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1481 ***********************************************************************
 TU1481  DESIGNATION -  KAHUKU RADIO BEACON
 TU1481  PID         -  TU1481
 TU1481  STATE/COUNTY-  HI/HONOLULU
 TU1481  USGS QUAD   -  KAHUKU (1983)
 TU1481
 TU1481                         *CURRENT SURVEY CONTROL
 TU1481  ___________________________________________________________________
 TU1481* NAD 83(1993)-  21 41 30.87868(N)    157 57 12.25273(W)     ADJUSTED  
 TU1481* LOCAL TIDAL -        10.0    (meters)      33.     (feet)  VERT ANG  
 TU1481  ___________________________________________________________________
 TU1481  EPOCH DATE  -        1993.62
 TU1481  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 TU1481  GEOID HEIGHT-          13.14  (meters)                     GEOID03
 TU1481
 TU1481  HORZ ORDER  -  THIRD
 TU1481
 TU1481.The horizontal coordinates were established by classical geodetic methods
 TU1481.and adjusted by the National Geodetic Survey in December 1998..
 TU1481.The horizontal coordinates are valid at the epoch date displayed above.
 TU1481.The epoch date for horizontal control is a decimal equivalence
 TU1481.of Year/Month/Day.
 TU1481
 TU1481.The orthometric height was determined by vertical angle observations.
 TU1481
 TU1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1481
 TU1481.The geoid height was determined by GEOID03.
 TU1481
 TU1481;                    North         East     Units Scale Factor Converg.
 TU1481;SPC HI 3     -    58,156.564   504,821.927   MT  0.99999029   +0 01 02.0
 TU1481;UTM  04      - 2,399,091.949   608,266.765   MT  0.99974484   +0 23 12.8
 TU1481
 TU1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1481!SPC HI 3     -   0.99999636  x   0.99999029  =   0.99998665
 TU1481!UTM  04      -   0.99999636  x   0.99974484  =   0.99974120
 TU1481
 TU1481:                Primary Azimuth Mark                     Grid Az
 TU1481:SPC HI 3     -  KAHUKU MILL CHIMNEY                      165 55 21.5
 TU1481:UTM  04      -  KAHUKU MILL CHIMNEY                      165 33 10.7
 TU1481
 TU1481|---------------------------------------------------------------------|
 TU1481| PID    Reference Object                     Distance      Geod. Az  |
 TU1481|                                                           dddmmss.s |
 TU1481| TU1480 KAHUKU MILL CHIMNEY                 APPROX. 1.5 KM 1655623.5 |
 TU1481|---------------------------------------------------------------------|
 TU1481
 TU1481                          SUPERSEDED SURVEY CONTROL
 TU1481
 TU1481  NAD 83(1986)-  21 41 30.83093(N)    157 57 12.26313(W) AD(       ) 3
 TU1481  OLD HI      -  21 41 42.26300(N)    157 57 22.18100(W) AD(       ) 3
 TU1481
 TU1481.Superseded values are not recommended for survey control.
 TU1481.NGS no longer adjusts projects to the OLD HI datum.
 TU1481.See file dsdata.txt to determine how the superseded data were derived.
 TU1481
 TU1481_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0826799092(NAD 83)
 TU1481
 TU1481  HISTORY     - Date     Condition        Report By
 TU1481  HISTORY     - 1957     MONUMENTED       CGS
 TU1481  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1481
 TU1481                          STATION DESCRIPTION
 TU1481
 TU1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRP)
 TU1481'THE STATION IS LOCATED ON THE NORTHERN END AND NORTHEAST COAST OF
 TU1481'OAHU ISLAND AND LIES APPROXIMATELY 1 MILE NORTHWEST OF
 TU1481'KAHUKU.  STATION IS THE TOP OF A RED AND WHITE, 312 FEET HIGH
 TU1481'(HHW) RADIO BEACON TOWER, WHICH IS IN THE CENTER OF 4 ABANDONED
 TU1481'CONCRETE TOWER FOUNDATIONS.
 TU1481'
 TU1481'THE STATION CAN BE REACHED BY GOING 0.8 MILES WESTERLY ON
 TU1481'KAMEHAMEHA HIGHWAY FROM KAHUKU, THEN NORTHEASTERLY 0.8 MILES ON
 TU1481'DIRT ROAD TO STATION SITE.
 TU1481
 TU1481                          STATION RECOVERY (1964)
 TU1481
 TU1481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1481'STATION WAS RECOVERED.  LOCATED ABOUT 1 MILE NORTH-NORTHWEST OF
 TU1481'VILLAGE OF KAHUKU AND 2-1/2 MILES SOUTHEAST OF THE NORTHERNMOST
 TU1481'TIP OF OAHU.  STATION IS A 4-LEGGED, SKELETON STEEL STRUCTURE,
 TU1481'320 FEET HIGH, PAINTED ALTERNATE RED AND WHITE, WITH AN
 TU1481'OFF-CENTER, RED OBSTRUCTION LIGHT ON TOP.  CENTER OF TOWER WAS
 TU1481'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2451 ***********************************************************************
 TU2451  DESIGNATION -  KAHUKU SE BASE
 TU2451  PID         -  TU2451
 TU2451  STATE/COUNTY-  HI/HAWAII
 TU2451  USGS QUAD   -  KAHUKU RANCH (1995)
 TU2451
 TU2451                         *CURRENT SURVEY CONTROL
 TU2451  ___________________________________________________________________
 TU2451* NAD 83(1993)-  19 04 05.91337(N)    155 43 41.60406(W)     ADJUSTED  
 TU2451* LOCAL TIDAL -       606.3    (meters)    1989.     (feet)  VERT ANG  
 TU2451  ___________________________________________________________________
 TU2451  EPOCH DATE  -        1993.62
 TU2451  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 TU2451  GEOID HEIGHT-          18.38  (meters)                     GEOID03
 TU2451
 TU2451  HORZ ORDER  -  SECOND
 TU2451
 TU2451.The horizontal coordinates were established by classical geodetic methods
 TU2451.and adjusted by the National Geodetic Survey in December 1998..
 TU2451.The horizontal coordinates are valid at the epoch date displayed above.
 TU2451.The epoch date for horizontal control is a decimal equivalence
 TU2451.of Year/Month/Day.
 TU2451
 TU2451.The orthometric height was determined by vertical angle observations.
 TU2451
 TU2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2451
 TU2451.The geoid height was determined by GEOID03.
 TU2451
 TU2451;                    North         East     Units Scale Factor Converg.
 TU2451;SPC HI 1     -    26,024.597   475,980.478   MT  0.99997380   -0 04 28.4
 TU2451;UTM  05      - 2,110,620.124   212,886.238   MT  1.00061914   -0 53 30.9
 TU2451
 TU2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2451!SPC HI 1     -   0.99990181  x   0.99997380  =   0.99987561
 TU2451!UTM  05      -   0.99990181  x   1.00061914  =   1.00052089
 TU2451
 TU2451|---------------------------------------------------------------------|
 TU2451| PID    Reference Object                     Distance      Geod. Az  |
 TU2451|                                                           dddmmss.s |
 TU2451| CN5295 KAHUKU SE BASE RM 2                   7.011 METERS 00102     |
 TU2451| CN5294 KAHUKU SE BASE RM 1                   9.828 METERS 17430     |
 TU2451| TU2466 PUU O KAMAOA                        APPROX. 3.4 KM 2895856.2 |
 TU2451|---------------------------------------------------------------------|
 TU2451
 TU2451                          SUPERSEDED SURVEY CONTROL
 TU2451
 TU2451  NAD 83(1986)-  19 04 05.90620(N)    155 43 41.65038(W) AD(       ) 2
 TU2451  OLD HI      -  19 04 16.72400(N)    155 43 51.68400(W) AD(       ) 2
 TU2451
 TU2451.Superseded values are not recommended for survey control.
 TU2451.NGS no longer adjusts projects to the OLD HI datum.
 TU2451.See file dsdata.txt to determine how the superseded data were derived.
 TU2451
 TU2451_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB1288610620(NAD 83)
 TU2451_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2451_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2451
 TU2451  HISTORY     - Date     Condition        Report By
 TU2451  HISTORY     - 1949     MONUMENTED       CGS
 TU2451  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2451
 TU2451                          STATION DESCRIPTION
 TU2451
 TU2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2451'THE STATION IS LOCATED ON A LAVA BED ABOUT 8 MILES WEST OF THE
 TU2451'VILLAGE OF WAIOHINU, ABOUT 6 MILES NORTHEAST OF THE SEA, ABOUT
 TU2451'3.5 MILES WEST NORTHWEST OF THE KAHUKU RANCH, ABOUT 150 FEET
 TU2451'SOUTHEAST OF A ROCK CRUSHER, ABOUT 80 FEET NORTH OF THE ROAD
 TU2451'WHICH RUNS BETWEEN CAPTAIN COOK AND WAIOHINU, 29.6 FEET NORTHWEST
 TU2451'OF TELEPHONE POLE NUMBER 187, 24 FEET SOUTHEAST OF A 1 INCH PIPE
 TU2451'SET IN CONCRETE AND 5 FEET EAST OF A PIPE LINE.
 TU2451'
 TU2451'TO REACH FROM THE OLD SCHOOL HOUSE AND CHURCH IN THE VILLAGE OF
 TU2451'WAIOHINU.  GO WEST AND NORTH, ON THE ROAD WHICH LEADS TOWARD
 TU2451'CAPTAIN COOK, FOR 8.8 MILES TO THE STATION ON THE RIGHT HAND
 TU2451'SIDE OF THE ROAD.
 TU2451'
 TU2451'THE STATION IS A STANDARD DISK, STAMPED KAHUKU S E BASE 1948,
 TU2451'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH
 TU2451'WITH THE SURROUNDING ROCK.
 TU2451'
 TU2451'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAHUKU S E
 TU2451'BASE NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2451'ABOUT 2 FEET AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2451'
 TU2451'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAHUKU S E
 TU2451'BASE NO 2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH
 TU2451'PROJECTS ABOUT 3 FEET AND IS ABOUT 3 FEET HIGHER THAN THE
 TU2451'STATION.  IT IS LOCATED 1 FOOT SOUTH OF A 1 INCH PIPE WHICH
 TU2451'PROJECTS 1 FOOT FROM THE TOP OF A MOUND OF CEMENT.
 TU2451'
 TU2451'A ROCK CAIRN WITH BLACK AND WHITE POLE PLUMBED OVER THE
 TU2451'STATION HAS BEEN BUILT OVER THE STATION 4/7/49.
 TU2451
 TU2451                          STATION RECOVERY (1967)
 TU2451
 TU2451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2451'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2451'HOWEVER SLIGHT DISCREPANCIES IN DISTANCE AND ANGLE TO R.M. NO. 1
 TU2451'WERE NOTED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2451'
 TU2451'STATION IS LOCATED ABOUT 9 MILES WEST OF NAALEHU, ALONG
 TU2451'THE NORTHEAST SIDE OF STATE HIGHWAY 11, AT ABOUT 1989 FEET
 TU2451'ELEVATION, ON A LAVA HILL THAT SETS IN A JOG IN THE HIGHWAY,
 TU2451'WHERE IT ROUNDS THE LEFT SIDE OF THE HILL.
 TU2451'
 TU2451'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU2451'STATE HIGHWAY 11 FOR 5.7 MILES TO JUNCTION WITH SOUTH POINT
 TU2451'ROAD.  CONTINUE ON THE HIGHWAY FOR 4.7 MILES TO STATION ON RIGHT.
 TU2451'
 TU2451'STATION MARK IS A STANDARD DISK STAMPED KAHUKU S E BASE 1948,
 TU2451'SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU2451'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 55.7 FEET SOUTHWEST OF
 TU2451'POWER POLE 431, 29.5 FEET NORTH OF TELEPHONE POLE 187, AND 4.3
 TU2451'FEET SOUTH OF A 1-INCH IRON PIPE PROJECTING 4 INCHES FROM A
 TU2451'16-INCH-DIAMETER, CONCRETE MASS IN WHICH THE LETTERS P.O.T. ARE
 TU2451'INSCRIBED.
 TU2451'
 TU2451'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAHUKU S E
 TU2451'BASE 1948, CEMENTED IN A DRILL HOLE IN A TRIANGULAR-SHAPED,
 TU2451'3-FOOT BEDROCK OUTCROP PROJECTING 18 INCHES ABOVE GROUND.  IT IS
 TU2451'4 FEET SOUTHEAST OF TELEPHONE POLE 187 AND 0.6 FOOT LOWER THAN
 TU2451'STATION MARK.
 TU2451'
 TU2451'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAHUKU SE
 TU2451'BASE NO 2 1948, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE.  IT
 TU2451'IS 1 FOOT SOUTH OF A 1-INCH IRON PIPE CEMENTED IN THE LEDGE, AND
 TU2451'IS 3.8 FEET HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1497 ***********************************************************************
 TU1497  DESIGNATION -  KAHUKU WATER TANK
 TU1497  PID         -  TU1497
 TU1497  STATE/COUNTY-  HI/HONOLULU
 TU1497  USGS QUAD   -  KAHUKU (1983)
 TU1497
 TU1497                         *CURRENT SURVEY CONTROL
 TU1497  ___________________________________________________________________
 TU1497* NAD 83(1993)-  21 41 09.63704(N)    158 00 34.55202(W)     ADJUSTED  
 TU1497* LOCAL TIDAL -                                                        
 TU1497  ___________________________________________________________________
 TU1497  EPOCH DATE  -        1993.62
 TU1497  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 TU1497  GEOID HEIGHT-          13.42  (meters)                     GEOID03
 TU1497
 TU1497  HORZ ORDER  -  THIRD
 TU1497
 TU1497.The horizontal coordinates were established by classical geodetic methods
 TU1497.and adjusted by the National Geodetic Survey in December 1998..
 TU1497.The horizontal coordinates are valid at the epoch date displayed above.
 TU1497.The epoch date for horizontal control is a decimal equivalence
 TU1497.of Year/Month/Day.
 TU1497
 TU1497
 TU1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1497
 TU1497.The geoid height was determined by GEOID03.
 TU1497
 TU1497;                    North         East     Units Scale Factor Converg.
 TU1497;SPC HI 3     -    57,502.542   499,006.755   MT  0.99999001   -0 00 12.8
 TU1497;UTM  04      - 2,398,400.603   602,457.403   MT  0.99972971   +0 21 57.6
 TU1497
 TU1497                          SUPERSEDED SURVEY CONTROL
 TU1497
 TU1497  NAD 83(1986)-  21 41 09.58934(N)    158 00 34.56288(W) AD(       ) 4
 TU1497  OLD HI      -  21 41 21.03927(N)    158 00 44.47443(W) AD(       ) 3
 TU1497
 TU1497.Superseded values are not recommended for survey control.
 TU1497.NGS no longer adjusts projects to the OLD HI datum.
 TU1497.See file dsdata.txt to determine how the superseded data were derived.
 TU1497
 TU1497_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0245798401(NAD 83)
 TU1497
 TU1497  HISTORY     - Date     Condition        Report By
 TU1497  HISTORY     - 1969     MONUMENTED       CGS
 TU1497
 TU1497                          STATION DESCRIPTION
 TU1497
 TU1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1497'THE STATION IS THE CENTER OF THE TOP OF THE TANK, WHICH IS
 TU1497'LOCATED TWO AND ONE-HALF MILES NORTH OF SUNSET BEACH, 50 YARDS
 TU1497'NORTHWEST OF TRIANGULATION STATION KAHUKU, ON THE GROUNDS OF
 TU1497'THE KAHUKU TRAINING CAMP ON A LONG RIDGE.  IT IS A ROUND WATER
 TU1497'TANK ON TOP OF A FOUR-LEGGED STEEL TOWER THAT IS 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3027 ***********************************************************************
 TU3027  DESIGNATION -  KAHULUI 1899
 TU3027  PID         -  TU3027
 TU3027  STATE/COUNTY-  HI/MAUI
 TU3027  USGS QUAD   -  WAILUKU (1997)
 TU3027
 TU3027                         *CURRENT SURVEY CONTROL
 TU3027  ___________________________________________________________________
 TU3027* NAD 83(1993)-  20 52 44.83352(N)    156 28 37.64407(W)     ADJUSTED  
 TU3027* LOCAL TIDAL -        37.     (meters)     121.     (feet)  SCALED    
 TU3027  ___________________________________________________________________
 TU3027  EPOCH DATE  -        1993.62
 TU3027  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 TU3027  GEOID HEIGHT-          16.01  (meters)                     GEOID03
 TU3027
 TU3027  HORZ ORDER  -  THIRD
 TU3027
 TU3027.The horizontal coordinates were established by classical geodetic methods
 TU3027.and adjusted by the National Geodetic Survey in December 1998..
 TU3027.The horizontal coordinates are valid at the epoch date displayed above.
 TU3027.The epoch date for horizontal control is a decimal equivalence
 TU3027.of Year/Month/Day.
 TU3027
 TU3027.The orthometric height was scaled from a topographic map.
 TU3027
 TU3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3027
 TU3027.The geoid height was determined by GEOID03.
 TU3027
 TU3027;                    North         East     Units Scale Factor Converg.
 TU3027;SPC HI 2     -    60,434.768   519,722.087   MT  0.99997147   +0 04 03.2
 TU3027;UTM  04      - 2,310,830.096   762,473.803   MT  1.00045147   +0 53 58.8
 TU3027
 TU3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3027!SPC HI 2     -   0.99999167  x   0.99997147  =   0.99996314
 TU3027!UTM  04      -   0.99999167  x   1.00045147  =   1.00044313
 TU3027
 TU3027:                Primary Azimuth Mark                     Grid Az
 TU3027:SPC HI 2     -  KAHULUI MAUI PINEAPPLE CO TANK           022 20 52.0
 TU3027:UTM  04      -  KAHULUI MAUI PINEAPPLE CO TANK           021 30 56.4
 TU3027
 TU3027|---------------------------------------------------------------------|
 TU3027| PID    Reference Object                     Distance      Geod. Az  |
 TU3027|                                                           dddmmss.s |
 TU3027| TU3025 KAHULUI MAUI PINEAPPLE CO TANK      APPROX. 0.8 KM 0222455.2 |
 TU3027| TU3016 KAHULUI HARBOR PIER 1 FLAG          APPROX. 2.3 KM 0310627.1 |
 TU3027| TU3002 COUNTRY CLUB FLAGPOLE               APPROX. 8.2 KM 0661038.0 |
 TU3027| TU3003 SPRECKLESVILLE STACK                APPROX. 6.9 KM 0685911.1 |
 TU3027| TU3000 PAIA PUMPING PLANT STACK            APPROX.10.3 KM 0702324.9 |
 TU3027| TU3009 KAHULUI MAUI ELECTRIC CO STACK      APPROX. 3.1 KM 0725812.3 |
 TU3027| TU3040 SOB HILL RED ROOF HOUSE             APPROX. 2.3 KM 3023806.9 |
 TU3027| TU3031 STONE CRUSHER OUTER GABLE           APPROX. 2.5 KM 3482727.8 |
 TU3027|---------------------------------------------------------------------|
 TU3027
 TU3027                          SUPERSEDED SURVEY CONTROL
 TU3027
 TU3027  NAD 83(1986)-  20 52 44.79417(N)    156 28 37.63053(W) AD(       ) 3
 TU3027  OLD HI      -  20 52 56.33900(N)    156 28 47.78800(W) AD(       ) 3
 TU3027
 TU3027.Superseded values are not recommended for survey control.
 TU3027.NGS no longer adjusts projects to the OLD HI datum.
 TU3027.See file dsdata.txt to determine how the superseded data were derived.
 TU3027
 TU3027_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6247410830(NAD 83)
 TU3027
 TU3027  HISTORY     - Date     Condition        Report By
 TU3027  HISTORY     - 1899     MONUMENTED       CGS
 TU3027  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU3027  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3027  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3027  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3027
 TU3027                          STATION DESCRIPTION
 TU3027
 TU3027'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3027'ON NORTHWEST COAST OF MAUI, IN WAILUKU DISTRICT, ON THE MOST
 TU3027'NORTHEASTERN OF THE PERMANENT SANDSTONE HILLS LYING BETWEEN
 TU3027'KAHULUI AND WAILUKU.  TRAVELING SAND-DUNES SURROUND THE SIGNAL
 TU3027'HILL, BUT THE LATTER IS THE MOST CONSPICUOUS HILL IN THE
 TU3027'VICINITY.  MARKED BY A BRONZE NAIL CEMENTED INTO A 12 BY 12 INCH
 TU3027'BLOCK OF CONCRETE PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 TU3027
 TU3027                          STATION RECOVERY (1929)
 TU3027
 TU3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3027'FOUND AS DESCRIBED.
 TU3027'
 TU3027'THE HILL, 124 FEET IN ELEVATION, ON WHICH THE STATION IS LOCATED
 TU3027'IS 1.1 MILE SOUTHWEST OF THE POST OFFICE AND RAILWAY STATION IN
 TU3027'KAHULUI.  THE HILL ITSELF IS BARE WITH EVERYTHING ELSE IN THE
 TU3027'IMMEDIATE VICINITY COVERED WITH KIAWE OR ALGERABA BUSHES.  THE
 TU3027'HILL AND A CLEAR WAY TO IT MAY BE READILY OBSERVED BY CLIMBING
 TU3027'HALF WAY UP THE WATER TANK TOWER ON THE GROUNDS OF THE
 TU3027'CALIFORNIA PACKING CORPORATIONS PLANT.
 TU3027
 TU3027                          STATION RECOVERY (1960)
 TU3027
 TU3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3027'THE STATION WAS NOT RECOVERED.  THE AREA IN WHICH THE STATION WAS
 TU3027'LOCATED IS NEAR A NEW HOUSING DEVELOPMENT.  A NEW STATION, KAHULUI
 TU3027'HILL HGS, 1953 HAS BEEN ESTABLISHED IN THE SAME GENERAL AREA.
 TU3027
 TU3027                          STATION RECOVERY (1968)
 TU3027
 TU3027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3027'A TRIAL POINT WAS ESTABLISHED IN THE VICINITY AND THE LOCATION OF
 TU3027'THE STATION DETERMINED BY INVERSE COMPUTATION FROM THIS POINT, BUT
 TU3027'THE STATION WAS NOT FOUND, AND IS BELIEVED TO BE DESTROYED.  IT
 TU3027'WAS ALSO PREVIOUSLY REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3006 ***********************************************************************
 TU3006  DESIGNATION -  KAHULUI APT CONTROL TWR BCN
 TU3006  PID         -  TU3006
 TU3006  STATE/COUNTY-  HI/MAUI
 TU3006  USGS QUAD   -  PAIA (1997)
 TU3006
 TU3006                         *CURRENT SURVEY CONTROL
 TU3006  ___________________________________________________________________
 TU3006* NAD 83(1993)-  20 53 35.60207(N)    156 26 13.87310(W)     ADJUSTED  
 TU3006* LOCAL TIDAL -                                                        
 TU3006  ___________________________________________________________________
 TU3006  EPOCH DATE  -        1993.62
 TU3006  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 TU3006  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU3006
 TU3006  HORZ ORDER  -  THIRD
 TU3006
 TU3006.This mark is at Kahului Airport  (OGG)
 TU3006
 TU3006.The horizontal coordinates were established by classical geodetic methods
 TU3006.and adjusted by the National Geodetic Survey in December 1998..
 TU3006.The horizontal coordinates are valid at the epoch date displayed above.
 TU3006.The epoch date for horizontal control is a decimal equivalence
 TU3006.of Year/Month/Day.
 TU3006
 TU3006
 TU3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3006
 TU3006.The geoid height was determined by GEOID03.
 TU3006
 TU3006;                    North         East     Units Scale Factor Converg.
 TU3006;SPC HI 2     -    62,001.493   523,875.275   MT  0.99997371   +0 04 54.6
 TU3006;UTM  04      - 2,312,457.792   766,605.826   MT  1.00047849   +0 54 52.2
 TU3006
 TU3006                          SUPERSEDED SURVEY CONTROL
 TU3006
 TU3006  NAD 83(1986)-  20 53 35.56213(N)    156 26 13.86074(W) AD(       ) 4
 TU3006  OLD HI      -  20 53 47.11500(N)    156 26 24.00700(W) AD(       ) 3
 TU3006
 TU3006.Superseded values are not recommended for survey control.
 TU3006.NGS no longer adjusts projects to the OLD HI datum.
 TU3006.See file dsdata.txt to determine how the superseded data were derived.
 TU3006
 TU3006_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6660612458(NAD 83)
 TU3006
 TU3006  HISTORY     - Date     Condition        Report By
 TU3006  HISTORY     - 1960     MONUMENTED       CGS
 TU3006  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3006
 TU3006                          STATION DESCRIPTION
 TU3006
 TU3006'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3006'THE STATION IS THE CENTER OF THE REVOLVING AERO BEACON ON TOP
 TU3006'OF THE CONTROL TOWER AT THE KAHULUI AIRPORT.  THE BEACON FLASHES
 TU3006'GREEN AND WHITE AND IS SHOWN IN THE LIGHT LIST, PACIFIC COAST,
 TU3006'1960 AS NO. 2932 - KAHULUI AERO LT.
 TU3006
 TU3006                          STATION RECOVERY (1969)
 TU3006
 TU3006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3006'STATION WAS IDENTIFIED BY ANGLE AND RECOVERED.  LOCATED AT THE
 TU3006'KAHULUI AIRPORT.
 TU3006'
 TU3006'STATION IS CENTER OF REVOLVING LIGHT, ALTERNATE WHITE AND GREEN,
 TU3006'ON TOP OF THE CONTROL TOWER BUILDING, A TALL, SQUARE, TAN
 TU3006'STRUCTURE.  A LARGE, ORANGE, PIPE ANTENNA STRUCTURE IS CENTERED
 TU3006'VERTICALLY ABOVE THE REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3017 ***********************************************************************
 TU3017  DESIGNATION -  KAHULUI BANK CUPOLA
 TU3017  PID         -  TU3017
 TU3017  STATE/COUNTY-  HI/MAUI
 TU3017  USGS QUAD   -  WAILUKU (1997)
 TU3017
 TU3017                         *CURRENT SURVEY CONTROL
 TU3017  ___________________________________________________________________
 TU3017* NAD 83(1993)-  20 53 30.84828(N)    156 27 57.81833(W)     ADJUSTED  
 TU3017* LOCAL TIDAL -                                                        
 TU3017  ___________________________________________________________________
 TU3017  EPOCH DATE  -        1993.62
 TU3017  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 TU3017  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3017
 TU3017  HORZ ORDER  -  THIRD
 TU3017
 TU3017.The horizontal coordinates were established by classical geodetic methods
 TU3017.and adjusted by the National Geodetic Survey in December 1998..
 TU3017.The horizontal coordinates are valid at the epoch date displayed above.
 TU3017.The epoch date for horizontal control is a decimal equivalence
 TU3017.of Year/Month/Day.
 TU3017
 TU3017
 TU3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3017
 TU3017.The geoid height was determined by GEOID03.
 TU3017
 TU3017;                    North         East     Units Scale Factor Converg.
 TU3017;SPC HI 2     -    61,851.277   520,871.405   MT  0.99997205   +0 04 17.5
 TU3017;UTM  04      - 2,312,263.844   763,602.968   MT  1.00045881   +0 54 14.9
 TU3017
 TU3017                          SUPERSEDED SURVEY CONTROL
 TU3017
 TU3017  NAD 83(1986)-  20 53 30.80854(N)    156 27 57.80479(W) AD(       ) 4
 TU3017  OLD HI      -  20 53 42.31000(N)    156 28 07.97000(W) AD(       ) 3
 TU3017
 TU3017.Superseded values are not recommended for survey control.
 TU3017.NGS no longer adjusts projects to the OLD HI datum.
 TU3017.See file dsdata.txt to determine how the superseded data were derived.
 TU3017
 TU3017_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6360312264(NAD 83)
 TU3017
 TU3017  HISTORY     - Date     Condition        Report By
 TU3017  HISTORY     - UNK      MONUMENTED
 TU3017  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3017  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU3017
 TU3017                          STATION DESCRIPTION
 TU3017
 TU3017'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3017'THE CUPOLA, PAINTED YELLOW, OF THE TWO STORY WOODEN BUILDING,
 TU3017'HIP ROOFED WITH DORMER WINDOWS, LOCATED AT THE CORNER OF WARF AND
 TU3017'MAIN STREETS IN THE TOWN OF KAHULUI.  THE BUILDING IS NOW PAINTED
 TU3017'BROWN.  A MASONIC LODGE OCCUPIES THE UPPER FLOOR AND THE BALDWIN
 TU3017'BANK OCCUPIES THE LOWER FLOOR.
 TU3017
 TU3017                          STATION RECOVERY (1999)
 TU3017
 TU3017'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3019 ***********************************************************************
 TU3019  DESIGNATION -  KAHULUI BREAKWATER LIGHT
 TU3019  PID         -  TU3019
 TU3019  STATE/COUNTY-  HI/MAUI
 TU3019  USGS QUAD   -  WAILUKU (1997)
 TU3019
 TU3019                         *CURRENT SURVEY CONTROL
 TU3019  ___________________________________________________________________
 TU3019* NAD 83(1993)-  20 53 54.91064(N)    156 28 04.10734(W)     ADJUSTED  
 TU3019* LOCAL TIDAL -                                                        
 TU3019  ___________________________________________________________________
 TU3019  EPOCH DATE  -        1993.62
 TU3019  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 TU3019  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU3019
 TU3019  HORZ ORDER  -  THIRD
 TU3019
 TU3019.The horizontal coordinates were established by classical geodetic methods
 TU3019.and adjusted by the National Geodetic Survey in December 1998..
 TU3019.The horizontal coordinates are valid at the epoch date displayed above.
 TU3019.The epoch date for horizontal control is a decimal equivalence
 TU3019.of Year/Month/Day.
 TU3019
 TU3019
 TU3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3019
 TU3019.The geoid height was determined by GEOID03.
 TU3019
 TU3019;                    North         East     Units Scale Factor Converg.
 TU3019;SPC HI 2     -    62,591.052   520,688.732   MT  0.99997195   +0 04 15.4
 TU3019;UTM  04      - 2,313,001.244   763,409.469   MT  1.00045755   +0 54 13.7
 TU3019
 TU3019                          SUPERSEDED SURVEY CONTROL
 TU3019
 TU3019  NAD 83(1986)-  20 53 54.87065(N)    156 28 04.09362(W) AD(       ) 4
 TU3019  OLD HI      -  20 54 06.37600(N)    156 28 14.27500(W) AD(       ) 3
 TU3019
 TU3019.Superseded values are not recommended for survey control.
 TU3019.NGS no longer adjusts projects to the OLD HI datum.
 TU3019.See file dsdata.txt to determine how the superseded data were derived.
 TU3019
 TU3019_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6340913001(NAD 83)
 TU3019
 TU3019  HISTORY     - Date     Condition        Report By
 TU3019  HISTORY     - UNK      MONUMENTED
 TU3019  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3019
 TU3019                          STATION DESCRIPTION
 TU3019
 TU3019'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3019'THIS LIGHT AND THE ONE BUILT ON THE BREAKWATER IN 1915, THE LATTER
 TU3019'NOT LOCATED BY TRIANGULATION, HAVE BOTH BEEN TORN DOWN.  THE
 TU3019'CONCRETE BASE OF THE 1912 LIGHT IS 130 FEET NNW FROM THE OUTER END
 TU3019'OF PIER 1, ON THE NORTH SIDE OF THE R.R. TRACK RUNNING OUT ON THE
 TU3019'BREAKWATER.  THE SOUTH SIDE OF THE BASE IS BENEATH THE TRACK.
 TU3019'THREE IRON PLATES ABOUT 12 INCHES SQUARE ARE EMBEDDED IN THE NORTH
 TU3019'SIDE OF THE BASE ABOUT 5 FEET APART.  ABOUT 15 FEET NORTH WEST
 TU3019'OF THE BASE A 20 TON BOULDER IS ON THE OUTER EDGE OF THE
 TU3019'BREAKWATER CEMENTED DOWN AND USED AS AN ANCHOR FOR A LARGE
 TU3019'MOORING CHAIN RUNNING THRU THE BREAKWATER, A CROSS IS CUT ON
 TU3019'THE ANCHOR ROCK AND AN ELEVATION 11.53 FEET IS PAINTED BY THE
 TU3019'CROSS.
 TU3019'
 TU3019'THE BASE OF THE LIGHT BUILT IN 1915, A CONCRETE BLOCK ABOUT 10
 TU3019'FEET SQUARE IS ON THE OUTER SIDE OF THE BREAKWATER 1000 FEET FROM
 TU3019'THE OUTER END OF PIER 1.
 TU3019'
 TU3019'THE BREAKWATER IS NOW BEING EXTENDED AND A GAS BUOY IS SERVING
 TU3019'IN THE PLACE OF A BREAKWATER LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3032 ***********************************************************************
 TU3032  DESIGNATION -  KAHULUI ELECTRIC LIGHT STACK
 TU3032  PID         -  TU3032
 TU3032  STATE/COUNTY-  HI/MAUI
 TU3032  USGS QUAD   -  WAILUKU (1997)
 TU3032
 TU3032                         *CURRENT SURVEY CONTROL
 TU3032  ___________________________________________________________________
 TU3032* NAD 83(1993)-  20 54 06.75801(N)    156 28 57.90314(W)     ADJUSTED  
 TU3032* LOCAL TIDAL -                                                        
 TU3032  ___________________________________________________________________
 TU3032  EPOCH DATE  -        1993.62
 TU3032  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 TU3032  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3032
 TU3032  HORZ ORDER  -  THIRD
 TU3032
 TU3032.The horizontal coordinates were established by classical geodetic methods
 TU3032.and adjusted by the National Geodetic Survey in December 1998..
 TU3032.The horizontal coordinates are valid at the epoch date displayed above.
 TU3032.The epoch date for horizontal control is a decimal equivalence
 TU3032.of Year/Month/Day.
 TU3032
 TU3032
 TU3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3032
 TU3032.The geoid height was determined by GEOID03.
 TU3032
 TU3032;                    North         East     Units Scale Factor Converg.
 TU3032;SPC HI 2     -    62,953.547   519,133.655   MT  0.99997119   +0 03 56.2
 TU3032;UTM  04      - 2,313,341.259   761,848.536   MT  1.00044741   +0 53 54.9
 TU3032
 TU3032                          SUPERSEDED SURVEY CONTROL
 TU3032
 TU3032  NAD 83(1986)-  20 54 06.71801(N)    156 28 57.88883(W) AD(       ) 4
 TU3032  OLD HI      -  20 54 18.22000(N)    156 29 08.07000(W) AD(       ) 3
 TU3032
 TU3032.Superseded values are not recommended for survey control.
 TU3032.NGS no longer adjusts projects to the OLD HI datum.
 TU3032.See file dsdata.txt to determine how the superseded data were derived.
 TU3032
 TU3032_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6184913341(NAD 83)
 TU3032
 TU3032  HISTORY     - Date     Condition        Report By
 TU3032  HISTORY     - UNK      MONUMENTED
 TU3032  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3032
 TU3032                          STATION DESCRIPTION
 TU3032
 TU3032'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3032'THIS STACK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3021 ***********************************************************************
 TU3021  DESIGNATION -  KAHULUI HARBOR ENT E BRKWTR LT
 TU3021  PID         -  TU3021
 TU3021  STATE/COUNTY-  HI/MAUI
 TU3021  USGS QUAD   -  WAILUKU (1997)
 TU3021
 TU3021                         *CURRENT SURVEY CONTROL
 TU3021  ___________________________________________________________________
 TU3021* NAD 83(1993)-  20 54 02.40097(N)    156 28 17.43975(W)     ADJUSTED  
 TU3021* LOCAL TIDAL -                                                        
 TU3021  ___________________________________________________________________
 TU3021  EPOCH DATE  -        1993.62
 TU3021  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 TU3021  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU3021
 TU3021  HORZ ORDER  -  THIRD
 TU3021
 TU3021.The horizontal coordinates were established by classical geodetic methods
 TU3021.and adjusted by the National Geodetic Survey in December 1998..
 TU3021.The horizontal coordinates are valid at the epoch date displayed above.
 TU3021.The epoch date for horizontal control is a decimal equivalence
 TU3021.of Year/Month/Day.
 TU3021
 TU3021
 TU3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3021
 TU3021.The geoid height was determined by GEOID03.
 TU3021
 TU3021;                    North         East     Units Scale Factor Converg.
 TU3021;SPC HI 2     -    62,820.933   520,303.155   MT  0.99997176   +0 04 10.6
 TU3021;UTM  04      - 2,313,225.605   763,020.403   MT  1.00045501   +0 54 09.2
 TU3021
 TU3021                          SUPERSEDED SURVEY CONTROL
 TU3021
 TU3021  NAD 83(1986)-  20 54 02.36090(N)    156 28 17.42572(W) AD(       ) 4
 TU3021  OLD HI      -  20 54 13.91600(N)    156 28 27.58100(W) AD(       ) 3
 TU3021
 TU3021.Superseded values are not recommended for survey control.
 TU3021.NGS no longer adjusts projects to the OLD HI datum.
 TU3021.See file dsdata.txt to determine how the superseded data were derived.
 TU3021
 TU3021_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6302013226(NAD 83)
 TU3021
 TU3021  HISTORY     - Date     Condition        Report By
 TU3021  HISTORY     - 1960     MONUMENTED       CGS
 TU3021  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3021  HISTORY     - 19990724 GOOD             USPSQD
 TU3021
 TU3021                          STATION DESCRIPTION
 TU3021
 TU3021'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3021'THE STATION IS THE CENTER OF THE NAVIGATION LIGHT SET ON TOP OF
 TU3021'THE IRON PIPE PROJECTING FROM THE PYRAMIDAL CONCRETE HOUSE AT
 TU3021'THE OFFSHORE END OF THE EAST BREAKWATER AT THE HARBOR
 TU3021'ENTRANCE.  IT IS SHOWN IN THE LIGHT LIST, PACIFIC COAST 1960
 TU3021'AS NO. 2928.
 TU3021
 TU3021                          STATION RECOVERY (1968)
 TU3021
 TU3021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3021'STATION WAS RECOVERED.  LOCATED ON THE NORTHWEST, OFFSHORE, END OF
 TU3021'THE EAST BREAKWATER AT ENTRANCE TO KAHULUI HARBOR.  STATION IS
 TU3021'CENTER OF LIGHT ON TOP OF A 4-INCH IRON PIPE THAT PROJECTS ABOUT 5
 TU3021'FEET ABOVE THE TOP OF A WHITE, TAPERING, CONCRETE STRUCTURE ABOUT
 TU3021'8 FEET HIGH AND 6 FEET SQUARE AT THE BASE.
 TU3021
 TU3021                          STATION RECOVERY (1999)
 TU3021
 TU3021'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3022 ***********************************************************************
 TU3022  DESIGNATION -  KAHULUI HARBOR ENT RNG R LT
 TU3022  PID         -  TU3022
 TU3022  STATE/COUNTY-  HI/MAUI
 TU3022  USGS QUAD   -  WAILUKU (1997)
 TU3022
 TU3022                         *CURRENT SURVEY CONTROL
 TU3022  ___________________________________________________________________
 TU3022* NAD 83(1993)-  20 53 12.97472(N)    156 28 18.61268(W)     ADJUSTED  
 TU3022* LOCAL TIDAL -                                                        
 TU3022  ___________________________________________________________________
 TU3022  EPOCH DATE  -        1993.62
 TU3022  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 TU3022  GEOID HEIGHT-          15.93  (meters)                     GEOID03
 TU3022
 TU3022  HORZ ORDER  -  THIRD
 TU3022
 TU3022.The horizontal coordinates were established by classical geodetic methods
 TU3022.and adjusted by the National Geodetic Survey in December 1998..
 TU3022.The horizontal coordinates are valid at the epoch date displayed above.
 TU3022.The epoch date for horizontal control is a decimal equivalence
 TU3022.of Year/Month/Day.
 TU3022
 TU3022
 TU3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3022
 TU3022.The geoid height was determined by GEOID03.
 TU3022
 TU3022;                    North         East     Units Scale Factor Converg.
 TU3022;SPC HI 2     -    61,300.864   520,271.102   MT  0.99997174   +0 04 10.1
 TU3022;UTM  04      - 2,311,704.496   763,010.439   MT  1.00045495   +0 54 06.7
 TU3022
 TU3022                          SUPERSEDED SURVEY CONTROL
 TU3022
 TU3022  NAD 83(1986)-  20 53 12.93493(N)    156 28 18.60032(W) AD(       ) 4
 TU3022  OLD HI      -  20 53 24.48600(N)    156 28 28.75400(W) AD(       ) 3
 TU3022
 TU3022.Superseded values are not recommended for survey control.
 TU3022.NGS no longer adjusts projects to the OLD HI datum.
 TU3022.See file dsdata.txt to determine how the superseded data were derived.
 TU3022
 TU3022_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6301011704(NAD 83)
 TU3022
 TU3022  HISTORY     - Date     Condition        Report By
 TU3022  HISTORY     - 1960     MONUMENTED       CGS
 TU3022  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3022  HISTORY     - 19990724 GOOD             USPSQD
 TU3022
 TU3022                          STATION DESCRIPTION
 TU3022
 TU3022'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3022'THE STATION IS THE LIGHT ATOP THE 90 FOOT HIGH SKELETON STEEL
 TU3022'REAR RANGE STRUCTURE LOCATED ON KANE ST. AND DIRECTLY EAST OF
 TU3022'THE MAUI PINEAPPLE PLANT.  THE TOWER IS PAINTED IN ALTERNATE
 TU3022'RED AND WHITE BANDS.
 TU3022'
 TU3022'THIS LIGHT IS SHOWN IN THE LIGHT LIST PACIFIC COAST 1960 AS
 TU3022'2927 - WHITE AND RED HORIZONTALLY BANDED SKELETON TOWER, BUILT
 TU3022'1930.
 TU3022
 TU3022                          STATION RECOVERY (1968)
 TU3022
 TU3022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3022'STATION WAS RECOVERED.  LOCATED ALONG THE EAST SIDE OF KANE
 TU3022'STREET, ACROSS FROM THE MAUI PINEAPPLE CANNERY, AND ON THE NORTH
 TU3022'SIDE OF THE ASSEMBLY OF GOD CHURCH.
 TU3022'
 TU3022'STATION IS THE LIGHT MOUNTED ATOP AN 80-FOOT-HIGH, SKELETON
 TU3022'STEEL TOWER, PAINTED ALTERNATE RED AND WHITE.  LIGHT IS OFFSET
 TU3022'ABOUT 1 FOOT SEAWARD FROM CENTER OF TOWER.  THERE IS NOW A
 TU3022'RECTANGULAR, RED AND WHITE DAY BANNER MOUNTED ON THE MAKAI SIDE
 TU3022'OF THE TOWER.
 TU3022
 TU3022                          STATION RECOVERY (1999)
 TU3022
 TU3022'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3023 ***********************************************************************
 TU3023  DESIGNATION -  KAHULUI HARBOR ENT RNG F LT
 TU3023  PID         -  TU3023
 TU3023  STATE/COUNTY-  HI/MAUI
 TU3023  USGS QUAD   -  WAILUKU (1997)
 TU3023
 TU3023                         *CURRENT SURVEY CONTROL
 TU3023  ___________________________________________________________________
 TU3023* NAD 83(1993)-  20 53 26.92891(N)    156 28 19.42665(W)     ADJUSTED  
 TU3023* LOCAL TIDAL -                                                        
 TU3023  ___________________________________________________________________
 TU3023  EPOCH DATE  -        1993.62
 TU3023  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 TU3023  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3023
 TU3023  HORZ ORDER  -  THIRD
 TU3023
 TU3023.The horizontal coordinates were established by classical geodetic methods
 TU3023.and adjusted by the National Geodetic Survey in December 1998..
 TU3023.The horizontal coordinates are valid at the epoch date displayed above.
 TU3023.The epoch date for horizontal control is a decimal equivalence
 TU3023.of Year/Month/Day.
 TU3023
 TU3023
 TU3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3023
 TU3023.The geoid height was determined by GEOID03.
 TU3023
 TU3023;                    North         East     Units Scale Factor Converg.
 TU3023;SPC HI 2     -    61,729.975   520,247.058   MT  0.99997173   +0 04 09.8
 TU3023;UTM  04      - 2,312,133.419   762,980.147   MT  1.00045475   +0 54 07.0
 TU3023
 TU3023                          SUPERSEDED SURVEY CONTROL
 TU3023
 TU3023  NAD 83(1986)-  20 53 26.88884(N)    156 28 19.41405(W) AD(       ) 4
 TU3023  OLD HI      -  20 53 38.44100(N)    156 28 29.56800(W) AD(       ) 3
 TU3023
 TU3023.Superseded values are not recommended for survey control.
 TU3023.NGS no longer adjusts projects to the OLD HI datum.
 TU3023.See file dsdata.txt to determine how the superseded data were derived.
 TU3023
 TU3023_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6298012133(NAD 83)
 TU3023
 TU3023  HISTORY     - Date     Condition        Report By
 TU3023  HISTORY     - 1960     MONUMENTED       CGS
 TU3023  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3023  HISTORY     - 19990724 GOOD             USPSQD
 TU3023
 TU3023                          STATION DESCRIPTION
 TU3023
 TU3023'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3023'THE STATION IS THE LIGHT ATOP THE WOODEN FRONT RANGE
 TU3023'STRUCTURE.  THE TOWER IS 50 FEET HIGH AND IS PAINTED IN ALTERNATE
 TU3023'RED AND WHITE BANDS.  THERE IS NO DAYMARK ON THE TOWER.  IT IS
 TU3023'LOCATED AT THE WEST EDGE OF MAUI PALMS MOTEL, IN HEAVY KIAWE
 TU3023'BRUSH.
 TU3023'
 TU3023'THE LIGHT IS SHOWN IN THE LIGHT LIST, PACIFIC COAST 1960 AS
 TU3023'2926 - WHITE AND RED HORIZONTALLY BANDED SKELETON TOWER, BUILT
 TU3023'1930.
 TU3023
 TU3023                          STATION RECOVERY (1968)
 TU3023
 TU3023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3023'STATION WAS RECOVERED.  A NEW HOTEL HAS BEEN BUILT NEARBY AND
 TU3023'THE LIGHT IS NOW BETWEEN THE MAUI PALMS HOTEL AND THE MAUI BEACH
 TU3023'HOTEL, ON A GRASSY DUNE, ABOUT 50 YARDS BACK FROM SEA.
 TU3023'
 TU3023'STATION IS THE SINGLE RED LIGHT MOUNTED ATOP A 4-LEGGED, WOODEN
 TU3023'TOWER, NOW PAINTED WHITE, ON AN 8 X 8-FOOT BASE, TAPERING TO
 TU3023'3 FEET AT THE TOP, WITH A 6-FOOT-SQUARE, WOODEN PLATFORM ON TOP,
 TU3023'31 FEET ABOVE THE BASE.  THE LIGHT IS ABOUT 5 FEET ABOVE THE
 TU3023'PLATFORM.  THERE IS NOW A RECTANGULAR, RED AND WHITE DAY BANNER
 TU3023'MOUNTED ON THE MAKAI SIDE OF THE TOWER.
 TU3023
 TU3023                          STATION RECOVERY (1999)
 TU3023
 TU3023'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3026 ***********************************************************************
 TU3026  DESIGNATION -  KAHULUI HARBOR ENT W BRKWTR LT
 TU3026  PID         -  TU3026
 TU3026  STATE/COUNTY-  HI/MAUI
 TU3026  USGS QUAD   -  WAILUKU (1997)
 TU3026
 TU3026                         *CURRENT SURVEY CONTROL
 TU3026  ___________________________________________________________________
 TU3026* NAD 83(1993)-  20 54 01.20488(N)    156 28 26.83243(W)     ADJUSTED  
 TU3026* LOCAL TIDAL -                                                        
 TU3026  ___________________________________________________________________
 TU3026  EPOCH DATE  -        1993.62
 TU3026  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 TU3026  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU3026
 TU3026  HORZ ORDER  -  THIRD
 TU3026
 TU3026.The horizontal coordinates were established by classical geodetic methods
 TU3026.and adjusted by the National Geodetic Survey in December 1998..
 TU3026.The horizontal coordinates are valid at the epoch date displayed above.
 TU3026.The epoch date for horizontal control is a decimal equivalence
 TU3026.of Year/Month/Day.
 TU3026
 TU3026
 TU3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3026
 TU3026.The geoid height was determined by GEOID03.
 TU3026
 TU3026;                    North         East     Units Scale Factor Converg.
 TU3026;SPC HI 2     -    62,783.822   520,031.761   MT  0.99997162   +0 04 07.3
 TU3026;UTM  04      - 2,313,184.532   762,749.446   MT  1.00045325   +0 54 05.8
 TU3026
 TU3026                          SUPERSEDED SURVEY CONTROL
 TU3026
 TU3026  NAD 83(1986)-  20 54 01.16483(N)    156 28 26.81836(W) AD(       ) 4
 TU3026  OLD HI      -  20 54 12.71900(N)    156 28 36.97400(W) AD(       ) 3
 TU3026
 TU3026.Superseded values are not recommended for survey control.
 TU3026.NGS no longer adjusts projects to the OLD HI datum.
 TU3026.See file dsdata.txt to determine how the superseded data were derived.
 TU3026
 TU3026_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6274913185(NAD 83)
 TU3026
 TU3026  HISTORY     - Date     Condition        Report By
 TU3026  HISTORY     - 1960     MONUMENTED       CGS
 TU3026  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3026  HISTORY     - 19990724 GOOD             USPSQD
 TU3026
 TU3026                          STATION DESCRIPTION
 TU3026
 TU3026'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3026'THE STATION IS THE CENTER OF THE NAVIGATION LIGHT SET ON TOP
 TU3026'OF THE IRON PIPE PROJECTING FROM THE PYRAMIDAL CONCRETE HOUSE
 TU3026'AT THE OFFSHORE END OF THE WEST BREAKWATER AT THE HARBOR
 TU3026'ENTRANCE.  IT IS SHOWN IN THE LIGHT LIST, PACIFIC COAST 1960 AS
 TU3026'NO. 2929.
 TU3026
 TU3026                          STATION RECOVERY (1968)
 TU3026
 TU3026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3026'STATION WAS RECOVERED.  LOCATED ON THE NORTHWEST, OFFSHORE, END
 TU3026'OF THE WEST BREAKWATER AT ENTRANCE TO KAHULUI HARBOR.  STATION
 TU3026'IS CENTER OF LIGHT ON TOP OF A 4-INCH IRON PIPE THAT PROJECTS
 TU3026'ABOUT 5 FEET ABOVE THE TOP OF A WHITE, TAPERING, CONCRETE
 TU3026'STRUCTURE ABOUT 8 FEET HIGH AND 6 FEET SQUARE AT THE BASE.
 TU3026
 TU3026                          STATION RECOVERY (1999)
 TU3026
 TU3026'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3020 ***********************************************************************
 TU3020  DESIGNATION -  KAHULUI HARBOR FRONT RANGE LT
 TU3020  PID         -  TU3020
 TU3020  STATE/COUNTY-  HI/MAUI
 TU3020  USGS QUAD   -  WAILUKU (1997)
 TU3020
 TU3020                         *CURRENT SURVEY CONTROL
 TU3020  ___________________________________________________________________
 TU3020* NAD 83(1993)-  20 53 32.64281(N)    156 28 07.01036(W)     ADJUSTED  
 TU3020* LOCAL TIDAL -                                                        
 TU3020  ___________________________________________________________________
 TU3020  EPOCH DATE  -        1993.62
 TU3020  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 TU3020  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3020
 TU3020  HORZ ORDER  -  THIRD
 TU3020
 TU3020.The horizontal coordinates were established by classical geodetic methods
 TU3020.and adjusted by the National Geodetic Survey in December 1998..
 TU3020.The horizontal coordinates are valid at the epoch date displayed above.
 TU3020.The epoch date for horizontal control is a decimal equivalence
 TU3020.of Year/Month/Day.
 TU3020
 TU3020
 TU3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3020
 TU3020.The geoid height was determined by GEOID03.
 TU3020
 TU3020;                    North         East     Units Scale Factor Converg.
 TU3020;SPC HI 2     -    61,906.135   520,605.682   MT  0.99997191   +0 04 14.3
 TU3020;UTM  04      - 2,312,314.860   763,336.346   MT  1.00045707   +0 54 11.7
 TU3020
 TU3020                          SUPERSEDED SURVEY CONTROL
 TU3020
 TU3020  NAD 83(1986)-  20 53 32.60308(N)    156 28 06.99673(W) AD(       ) 4
 TU3020  OLD HI      -  20 53 44.10700(N)    156 28 23.17600(W) AD(       ) 3
 TU3020
 TU3020.Superseded values are not recommended for survey control.
 TU3020.NGS no longer adjusts projects to the OLD HI datum.
 TU3020.See file dsdata.txt to determine how the superseded data were derived.
 TU3020
 TU3020_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6333612315(NAD 83)
 TU3020
 TU3020  HISTORY     - Date     Condition        Report By
 TU3020  HISTORY     - UNK      MONUMENTED
 TU3020  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3020
 TU3020                          STATION DESCRIPTION
 TU3020
 TU3020'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3020'THIS LIGHT NO LONGER EXISTS, BUT THE FOUR CONCRETE BLOCKS
 TU3020'FORMING THE FOUNDATION ARE SLIGHTLY BELOW THE SURFACE OF THE
 TU3020'GROUND IN THE NORTHWEST CORNER OF THE FRONT YARD OF THE HOME OF
 TU3020'MR. WALSH, MANAGER OF THE KAHULUI R.R.  THE PLACE IS ON THE
 TU3020'BEACH FACING THE KAHULUI HARBOR AND AT THE INTERSECTION OF PUU
 TU3020'NENE AVE. AND SECOND ST.
 TU3020'
 TU3020'THE TOPS OF THE FOUR BLOCKS ARE ABOUT 18 INCHES SQUARE AND 8 FEET
 TU3020'APART.  THE CENTER OF THE FOUNDATION IS ABOUT 18 FEET INSIDE OF
 TU3020'THE FRONT OR NORTH FENCE AND ABOUT 30 FEET EAST OF THE NORTHWEST
 TU3020'CORNER OF THE YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3033 ***********************************************************************
 TU3033  DESIGNATION -  KAHULUI HARBOR FRONT RANGE BCN
 TU3033  PID         -  TU3033
 TU3033  STATE/COUNTY-  HI/MAUI
 TU3033  USGS QUAD   -  WAILUKU (1997)
 TU3033
 TU3033                         *CURRENT SURVEY CONTROL
 TU3033  ___________________________________________________________________
 TU3033* NAD 83(1993)-  20 54 06.76625(N)    156 29 05.51982(W)     ADJUSTED  
 TU3033* LOCAL TIDAL -                                                        
 TU3033  ___________________________________________________________________
 TU3033  EPOCH DATE  -        1993.62
 TU3033  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 TU3033  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU3033
 TU3033  HORZ ORDER  -  THIRD
 TU3033
 TU3033.The horizontal coordinates were established by classical geodetic methods
 TU3033.and adjusted by the National Geodetic Survey in December 1998..
 TU3033.The horizontal coordinates are valid at the epoch date displayed above.
 TU3033.The epoch date for horizontal control is a decimal equivalence
 TU3033.of Year/Month/Day.
 TU3033
 TU3033
 TU3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3033
 TU3033.The geoid height was determined by GEOID03.
 TU3033
 TU3033;                    North         East     Units Scale Factor Converg.
 TU3033;SPC HI 2     -    62,953.550   518,913.543   MT  0.99997109   +0 03 53.5
 TU3033;UTM  04      - 2,313,338.060   761,628.343   MT  1.00044599   +0 53 52.2
 TU3033
 TU3033                          SUPERSEDED SURVEY CONTROL
 TU3033
 TU3033  NAD 83(1986)-  20 54 06.72634(N)    156 29 05.50545(W) AD(       ) 4
 TU3033  OLD HI      -  20 54 18.22900(N)    156 29 15.68600(W) AD(       ) 3
 TU3033
 TU3033.Superseded values are not recommended for survey control.
 TU3033.NGS no longer adjusts projects to the OLD HI datum.
 TU3033.See file dsdata.txt to determine how the superseded data were derived.
 TU3033
 TU3033_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6162813338(NAD 83)
 TU3033
 TU3033  HISTORY     - Date     Condition        Report By
 TU3033  HISTORY     - UNK      MONUMENTED
 TU3033  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3033
 TU3033                          STATION DESCRIPTION
 TU3033
 TU3033'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3033'THIS BEACON NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3016 ***********************************************************************
 TU3016  DESIGNATION -  KAHULUI HARBOR PIER 1 FLAG
 TU3016  PID         -  TU3016
 TU3016  STATE/COUNTY-  HI/MAUI
 TU3016  USGS QUAD   -  WAILUKU (1997)
 TU3016
 TU3016                         *CURRENT SURVEY CONTROL
 TU3016  ___________________________________________________________________
 TU3016* NAD 83(1993)-  20 53 48.08334(N)    156 27 57.02895(W)     ADJUSTED  
 TU3016* LOCAL TIDAL -                                                        
 TU3016  ___________________________________________________________________
 TU3016  EPOCH DATE  -        1993.62
 TU3016  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 TU3016  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU3016
 TU3016  HORZ ORDER  -  THIRD
 TU3016
 TU3016.The horizontal coordinates were established by classical geodetic methods
 TU3016.and adjusted by the National Geodetic Survey in December 1998..
 TU3016.The horizontal coordinates are valid at the epoch date displayed above.
 TU3016.The epoch date for horizontal control is a decimal equivalence
 TU3016.of Year/Month/Day.
 TU3016
 TU3016
 TU3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3016
 TU3016.The geoid height was determined by GEOID03.
 TU3016
 TU3016;                    North         East     Units Scale Factor Converg.
 TU3016;SPC HI 2     -    62,381.343   520,893.555   MT  0.99997206   +0 04 17.9
 TU3016;UTM  04      - 2,312,794.434   763,617.420   MT  1.00045890   +0 54 15.9
 TU3016
 TU3016                          SUPERSEDED SURVEY CONTROL
 TU3016
 TU3016  NAD 83(1986)-  20 53 48.04343(N)    156 27 57.01546(W) AD(       ) 4
 TU3016  OLD HI      -  20 53 59.59600(N)    156 28 07.17100(W) AD(       ) 3
 TU3016
 TU3016.Superseded values are not recommended for survey control.
 TU3016.NGS no longer adjusts projects to the OLD HI datum.
 TU3016.See file dsdata.txt to determine how the superseded data were derived.
 TU3016
 TU3016_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6361712794(NAD 83)
 TU3016
 TU3016  HISTORY     - Date     Condition        Report By
 TU3016  HISTORY     - 1929     MONUMENTED       CGS
 TU3016  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3016
 TU3016                          STATION DESCRIPTION
 TU3016
 TU3016'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3016'A FLAG POLE ABOUT 20 FEET IN HEIGHT ON THE INSHORE AND SOUTHERN
 TU3016'CORNER OF THE ROOF OF THE ONLY SHED ON PIER 1, KAHULUI HARBOR.
 TU3016
 TU3016                          STATION RECOVERY (1960)
 TU3016
 TU3016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3016'THERE IS NO FLAGSTAFF ON THE PRESENT BUILDING ON PIER 1.  THE
 TU3016'STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3036 ***********************************************************************
 TU3036  DESIGNATION -  KAHULUI HARBOR REAR RANGE BCN
 TU3036  PID         -  TU3036
 TU3036  STATE/COUNTY-  HI/MAUI
 TU3036  USGS QUAD   -  WAILUKU (1997)
 TU3036
 TU3036                         *CURRENT SURVEY CONTROL
 TU3036  ___________________________________________________________________
 TU3036* NAD 83(1993)-  20 53 59.52458(N)    156 29 16.13921(W)     ADJUSTED  
 TU3036* LOCAL TIDAL -                                                        
 TU3036  ___________________________________________________________________
 TU3036  EPOCH DATE  -        1993.62
 TU3036  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 TU3036  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU3036
 TU3036  HORZ ORDER  -  THIRD
 TU3036
 TU3036.The horizontal coordinates were established by classical geodetic methods
 TU3036.and adjusted by the National Geodetic Survey in December 1998..
 TU3036.The horizontal coordinates are valid at the epoch date displayed above.
 TU3036.The epoch date for horizontal control is a decimal equivalence
 TU3036.of Year/Month/Day.
 TU3036
 TU3036
 TU3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3036
 TU3036.The geoid height was determined by GEOID03.
 TU3036
 TU3036;                    North         East     Units Scale Factor Converg.
 TU3036;SPC HI 2     -    62,730.499   518,606.905   MT  0.99997094   +0 03 49.7
 TU3036;UTM  04      - 2,313,110.467   761,324.836   MT  1.00044403   +0 53 48.1
 TU3036
 TU3036                          SUPERSEDED SURVEY CONTROL
 TU3036
 TU3036  NAD 83(1986)-  20 53 59.48478(N)    156 29 16.12476(W) AD(       ) 4
 TU3036  OLD HI      -  20 54 10.98400(N)    156 29 26.30500(W) AD(       ) 3
 TU3036
 TU3036.Superseded values are not recommended for survey control.
 TU3036.NGS no longer adjusts projects to the OLD HI datum.
 TU3036.See file dsdata.txt to determine how the superseded data were derived.
 TU3036
 TU3036_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6132513110(NAD 83)
 TU3036
 TU3036  HISTORY     - Date     Condition        Report By
 TU3036  HISTORY     - UNK      MONUMENTED
 TU3036  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3036
 TU3036                          STATION DESCRIPTION
 TU3036
 TU3036'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3036'THIS BEACON NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3009 ***********************************************************************
 TU3009  DESIGNATION -  KAHULUI MAUI ELECTRIC CO STACK
 TU3009  PID         -  TU3009
 TU3009  STATE/COUNTY-  HI/MAUI
 TU3009  USGS QUAD   -  PAIA (1997)
 TU3009
 TU3009                         *CURRENT SURVEY CONTROL
 TU3009  ___________________________________________________________________
 TU3009* NAD 83(1993)-  20 53 14.36798(N)    156 26 55.01293(W)     ADJUSTED  
 TU3009* LOCAL TIDAL -                                                        
 TU3009  ___________________________________________________________________
 TU3009  EPOCH DATE  -        1993.62
 TU3009  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 TU3009  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU3009
 TU3009  HORZ ORDER  -  THIRD
 TU3009
 TU3009.The horizontal coordinates were established by classical geodetic methods
 TU3009.and adjusted by the National Geodetic Survey in December 1998..
 TU3009.The horizontal coordinates are valid at the epoch date displayed above.
 TU3009.The epoch date for horizontal control is a decimal equivalence
 TU3009.of Year/Month/Day.
 TU3009
 TU3009
 TU3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3009
 TU3009.The geoid height was determined by GEOID03.
 TU3009
 TU3009;                    North         East     Units Scale Factor Converg.
 TU3009;SPC HI 2     -    61,346.815   522,687.205   MT  0.99997302   +0 04 39.9
 TU3009;UTM  04      - 2,311,785.583   765,426.804   MT  1.00047074   +0 54 36.7
 TU3009
 TU3009                          SUPERSEDED SURVEY CONTROL
 TU3009
 TU3009  NAD 83(1986)-  20 53 14.32851(N)    156 26 55.00017(W) AD(       ) 4
 TU3009  OLD HI      -  20 53 25.87800(N)    156 27 05.15500(W) AD(       ) 3
 TU3009
 TU3009.Superseded values are not recommended for survey control.
 TU3009.NGS no longer adjusts projects to the OLD HI datum.
 TU3009.See file dsdata.txt to determine how the superseded data were derived.
 TU3009
 TU3009_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6542711786(NAD 83)
 TU3009
 TU3009  HISTORY     - Date     Condition        Report By
 TU3009  HISTORY     - 1929     MONUMENTED       CGS
 TU3009  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3009  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3009
 TU3009                          STATION DESCRIPTION
 TU3009
 TU3009'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3009'A WHITE, TAPERING, CONCRETE SMOKE STACK, 180 FEET IN HEIGHT AT
 TU3009'THE HAWAIIAN COMMERCIAL AND SUGAR COMPANYS ELECTRIC LIGHT PLANT
 TU3009'ABOUT 1.4 MILES EAST OF KAHULUI ON THE SOUTH SIDE OF THE HIGHWAY
 TU3009'TO PAIA.
 TU3009'
 TU3009'THIS IS THE MOST PROMINENT STACK AND OBJECT IN THIS
 TU3009'VICINITY.  AND IT IS KNOWN LOCALLY AS THE CENTRAL POWER STATION
 TU3009'STACK.
 TU3009'
 TU3009'CONSTRUCTED IN 1928.
 TU3009
 TU3009                          STATION RECOVERY (1950)
 TU3009
 TU3009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3009'THE STATION IS THE TOP AND CENTER OF THE CONCRETE SMOKE STACK AT
 TU3009'THE CENTRAL POWER COMPANY OF THE MAUI ELECTRIC COMPANY IN THE
 TU3009'NORTHEASTERN EDGE OF THE TOWN OF KAHULUI.
 TU3009'
 TU3009'THE STACK IS LOCATED BETWEEN THE BOILER HOUSE AND THE STANDBY
 TU3009'GENERATOR HOUSE.  IT IS 182 FEET IN HEIGHT AND 13 FEET IN
 TU3009'DIAMETER.
 TU3009'
 TU3009'PROBABLY THE SAME STATION AS LOCATED IN 1929.
 TU3009
 TU3009                          STATION RECOVERY (1960)
 TU3009
 TU3009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3009'THE ELECTRIC GENERATORS HAVE BEEN MOVED TO A NEW PLANT ON THE
 TU3009'EAST SIDE OF THE HARBOR.  THE OLD CONCRETE STACK HAS BEEN TORN
 TU3009'DOWN AND THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3025 ***********************************************************************
 TU3025  DESIGNATION -  KAHULUI MAUI PINEAPPLE CO TANK
 TU3025  PID         -  TU3025
 TU3025  STATE/COUNTY-  HI/MAUI
 TU3025  USGS QUAD   -  WAILUKU (1997)
 TU3025
 TU3025                         *CURRENT SURVEY CONTROL
 TU3025  ___________________________________________________________________
 TU3025* NAD 83(1993)-  20 53 09.93247(N)    156 28 26.62781(W)     ADJUSTED  
 TU3025* LOCAL TIDAL -                                                        
 TU3025  ___________________________________________________________________
 TU3025  EPOCH DATE  -        1993.62
 TU3025  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 TU3025  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU3025
 TU3025  HORZ ORDER  -  THIRD
 TU3025
 TU3025.The horizontal coordinates were established by classical geodetic methods
 TU3025.and adjusted by the National Geodetic Survey in December 1998..
 TU3025.The horizontal coordinates are valid at the epoch date displayed above.
 TU3025.The epoch date for horizontal control is a decimal equivalence
 TU3025.of Year/Month/Day.
 TU3025
 TU3025
 TU3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3025
 TU3025.The geoid height was determined by GEOID03.
 TU3025
 TU3025;                    North         East     Units Scale Factor Converg.
 TU3025;SPC HI 2     -    61,207.025   520,039.565   MT  0.99997163   +0 04 07.2
 TU3025;UTM  04      - 2,311,607.256   762,780.178   MT  1.00045346   +0 54 03.8
 TU3025
 TU3025                          SUPERSEDED SURVEY CONTROL
 TU3025
 TU3025  NAD 83(1986)-  20 53 09.89328(N)    156 28 26.61427(W) AD(       ) 4
 TU3025  OLD HI      -  20 53 21.44200(N)    156 28 36.76800(W) AD(       ) 3
 TU3025
 TU3025.Superseded values are not recommended for survey control.
 TU3025.NGS no longer adjusts projects to the OLD HI datum.
 TU3025.See file dsdata.txt to determine how the superseded data were derived.
 TU3025
 TU3025_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6278011607(NAD 83)
 TU3025
 TU3025  HISTORY     - Date     Condition        Report By
 TU3025  HISTORY     - 1950     MONUMENTED       CGS
 TU3025  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3025
 TU3025                          STATION DESCRIPTION
 TU3025
 TU3025'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3025'THE STATION IS THE TOP AND CENTER OF THE ELEVATED WATER TANK WHICH
 TU3025'IS LOCATED IN KAHULUI, AT THE MAUI PINEAPPLE COMPANY.
 TU3025'
 TU3025'THE TANK LIES JUST SOUTH OF THE CANNERY BUILDING.  IT IS 152
 TU3025'FEET HIGH AND 24 FEET IN DIAMETER.
 TU3025'
 TU3025'THIS TANK IS TO BE TORN DOWN BY JANUARY 1ST 1951.
 TU3025
 TU3025                          STATION RECOVERY (1969)
 TU3025
 TU3025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU3025'THERE IS NO WATER TANK LOCATED AT THE MAUI PINEAPPLE CO. PLANT.
 TU3025'
 TU3025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3025'AT KAHULUI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3034 ***********************************************************************
 TU3034  DESIGNATION -  KAHULUI RADIO STA KMVI MAST
 TU3034  PID         -  TU3034
 TU3034  STATE/COUNTY-  HI/MAUI
 TU3034  USGS QUAD   -  WAILUKU (1997)
 TU3034
 TU3034                         *CURRENT SURVEY CONTROL
 TU3034  ___________________________________________________________________
 TU3034* NAD 83(1993)-  20 53 14.46518(N)    156 29 09.62461(W)     ADJUSTED  
 TU3034* LOCAL TIDAL -                                                        
 TU3034  ___________________________________________________________________
 TU3034  EPOCH DATE  -        1993.62
 TU3034  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 TU3034  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU3034
 TU3034  HORZ ORDER  -  THIRD
 TU3034
 TU3034.The horizontal coordinates were established by classical geodetic methods
 TU3034.and adjusted by the National Geodetic Survey in December 1998..
 TU3034.The horizontal coordinates are valid at the epoch date displayed above.
 TU3034.The epoch date for horizontal control is a decimal equivalence
 TU3034.of Year/Month/Day.
 TU3034
 TU3034
 TU3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3034
 TU3034.The geoid height was determined by GEOID03.
 TU3034
 TU3034;                    North         East     Units Scale Factor Converg.
 TU3034;SPC HI 2     -    61,344.978   518,796.729   MT  0.99997103   +0 03 51.9
 TU3034;UTM  04      - 2,311,727.197   761,534.874   MT  1.00044538   +0 53 48.6
 TU3034
 TU3034                          SUPERSEDED SURVEY CONTROL
 TU3034
 TU3034  NAD 83(1986)-  20 53 14.42480(N)    156 29 09.61450(W) AD(       ) 4
 TU3034  OLD HI      -  20 53 25.97500(N)    156 29 19.76900(W) AD(       ) 3
 TU3034
 TU3034.Superseded values are not recommended for survey control.
 TU3034.NGS no longer adjusts projects to the OLD HI datum.
 TU3034.See file dsdata.txt to determine how the superseded data were derived.
 TU3034
 TU3034_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6153511727(NAD 83)
 TU3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3034+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 TU3034
 TU3034  HISTORY     - Date     Condition        Report By
 TU3034  HISTORY     - 1950     MONUMENTED       CGS
 TU3034  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3034  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3034  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU3034  HISTORY     - 19990723 GOOD             USPSQD
 TU3034  HISTORY     - 20040914 GOOD             USPSQD
 TU3034
 TU3034                          STATION DESCRIPTION
 TU3034
 TU3034'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3034'THE STATION IS THE RED LIGHT ON THE SUMMIT OF THE KMVI RADIO
 TU3034'MAST WHICH LIES IN THE EASTERLY SECTION OF THE TOWN OF KAHULUI.
 TU3034'
 TU3034'IT IS A STEEL MAST ANTENNA, 450 FEET HIGH, RESTING ON A CONCRETE
 TU3034'BASE ABOUT 50 FEET NORTH OF THE BROADCASTING STATION.
 TU3034
 TU3034                          STATION RECOVERY (1960)
 TU3034
 TU3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3034'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.* IT IS
 TU3034'THE ONLY ANTENNA IN THE AREA AND IS PAINTED IN ALTERNATE RED AND
 TU3034'WHITE SECTIONS.
 TU3034'
 TU3034'STATION IS WESTERLY NOT EASTERLY AS IS SHOWN IN DESCRIPTION.
 TU3034
 TU3034                          STATION RECOVERY (1969)
 TU3034
 TU3034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3034'STATION WAS IDENTIFIED BY ANGLE AND RECOVERED.  LOCATED ON A HILL,
 TU3034'BETWEEN WAILUKU AND KAHULUI, ABOUT 1/4-MILE NORTHWEST OF THE
 TU3034'MAUI HOSPITAL.
 TU3034'
 TU3034'STATION IS A VERY TALL, THIN, SKELETON STEEL ANTENNA, PAINTED
 TU3034'ALTERNATE RED AND WHITE, AND IS THE ONLY ANTENNA IN THE AREA.
 TU3034
 TU3034                          STATION RECOVERY (1978)
 TU3034
 TU3034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 TU3034'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.  THE
 TU3034'STATION IS LOCATED WEST OF S. PAPA AVE.  AT THE END OF WAHI
 TU3034'HOOLAHA ST.
 TU3034'
 TU3034'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3034'AT KAHULUI.
 TU3034
 TU3034                          STATION RECOVERY (1999)
 TU3034
 TU3034'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3034'RECOVERED IN GOOD CONDITION.
 TU3034
 TU3034                          STATION RECOVERY (2004)
 TU3034
 TU3034'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 TU3034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1771 ***********************************************************************
 TU1771  DESIGNATION -  KAI 1910
 TU1771  PID         -  TU1771
 TU1771  STATE/COUNTY-  HI/KAUAI
 TU1771  USGS QUAD   -  LIHUE (1996)
 TU1771
 TU1771                         *CURRENT SURVEY CONTROL
 TU1771  ___________________________________________________________________
 TU1771* NAD 83(1993)-  21 55 44.47868(N)    159 22 50.85061(W)     ADJUSTED  
 TU1771* LOCAL TIDAL -       508.0    (meters)    1667.     (feet)  VERT ANG  
 TU1771  ___________________________________________________________________
 TU1771  EPOCH DATE  -        1993.62
 TU1771  LAPLACE CORR-          -9.45  (seconds)                    DEFLEC99
 TU1771  GEOID HEIGHT-          15.22  (meters)                     GEOID03
 TU1771
 TU1771  HORZ ORDER  -  THIRD
 TU1771
 TU1771.The horizontal coordinates were established by classical geodetic methods
 TU1771.and adjusted by the National Geodetic Survey in December 1998..
 TU1771.The horizontal coordinates are valid at the epoch date displayed above.
 TU1771.The epoch date for horizontal control is a decimal equivalence
 TU1771.of Year/Month/Day.
 TU1771
 TU1771.The orthometric height was determined by vertical angle observations.
 TU1771
 TU1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1771
 TU1771.The geoid height was determined by GEOID03.
 TU1771
 TU1771;                    North         East     Units Scale Factor Converg.
 TU1771;SPC HI 4     -    10,600.142   512,315.691   MT  0.99999187   +0 02 40.3
 TU1771;UTM  04      - 2,425,019.510   460,674.605   MT  0.99961911   -0 08 32.0
 TU1771
 TU1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1771!SPC HI 4     -   0.99991777  x   0.99999187  =   0.99990965
 TU1771!UTM  04      -   0.99991777  x   0.99961911  =   0.99953692
 TU1771
 TU1771:                Primary Azimuth Mark                     Grid Az
 TU1771:SPC HI 4     -  KALEPA                                   016 25 01.7
 TU1771:UTM  04      -  KALEPA                                   016 36 14.0
 TU1771
 TU1771|---------------------------------------------------------------------|
 TU1771| PID    Reference Object                     Distance      Geod. Az  |
 TU1771|                                                           dddmmss.s |
 TU1771| TU1944 KALEPA                              APPROX. 8.2 KM 0162742.0 |
 TU1771| TU1756 HANAMAULU MILL CHIMNEY              APPROX. 7.9 KM 0192728.6 |
 TU1771| TU1745 KIN                                 APPROX. 8.6 KM 0352019.3 |
 TU1771| TU1742 HANAMAULU WAREHOUSE SE GABLE        APPROX. 8.6 KM 0362027.1 |
 TU1771| TU1757 POINT                               APPROX. 2.6 KM 0815740.5 |
 TU1771| TU1768 A                                   APPROX. 0.7 KM 1053357.6 |
 TU1771| TU1769 B                                   APPROX. 0.7 KM 1235420.0 |
 TU1771| TU1772 C                                   APPROX. 1.4 KM 1892235.2 |
 TU1771| TU1787 KOA                                 APPROX. 3.0 KM 1991800.5 |
 TU1771| TU1765 MAKAHUENA POINT LIGHT               APPROX. 9.3 KM 2250733.8 |
 TU1771| TU1779 HIGH GABLE                          APPROX. 9.7 KM 2304501.0 |
 TU1771| TU1783 EAST GABLE                          APPROX.10.6 KM 2382813.5 |
 TU1771| TU1784 SMALL WHITE HOUSE                   APPROX.11.1 KM 2414043.2 |
 TU1771| TU1780 KOLOA CHURCH SPIRE                  APPROX. 8.8 KM 2440543.8 |
 TU1771|---------------------------------------------------------------------|
 TU1771
 TU1771                          SUPERSEDED SURVEY CONTROL
 TU1771
 TU1771  NAD 83(1986)-  21 55 44.46404(N)    159 22 50.89850(W) AD(       ) 3
 TU1771  OLD HI      -  21 55 55.77400(N)    159 23 00.95100(W) AD(       ) 3
 TU1771
 TU1771.Superseded values are not recommended for survey control.
 TU1771.NGS no longer adjusts projects to the OLD HI datum.
 TU1771.See file dsdata.txt to determine how the superseded data were derived.
 TU1771
 TU1771_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6067525020(NAD 83)
 TU1771
 TU1771  HISTORY     - Date     Condition        Report By
 TU1771  HISTORY     - 1910     MONUMENTED       CGS
 TU1771  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1771
 TU1771                          STATION DESCRIPTION
 TU1771
 TU1771'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1771'ON HOKULEI PEAK, A PROMINENT PEAK ON THE SOUTHEAST COAST OF KAUAI,
 TU1771'AND ABOUT 3 MILES SOUTHWEST OF NAWILIWILI.  STATION IS AT THE WEST
 TU1771'END OF THE OPEN SPACE ON THE SUMMIT AND OVERLOOKS THE HULEIA RIVER,
 TU1771'GROVE FARM, AND KIPU KAI.  IT IS APPROACHED BY A TRAIL LEADING
 TU1771'UP THE RIDGE FROM THE MOUTH OF THE HULEIA RIVER AND THENCE ALONG
 TU1771'THE RIDGE PAST HOKUNUI.  MARKED BY A BRASS BOLT IN THE CENTER OF
 TU1771'CIRCULAR CONCRETE PIER, 6 INCHES BY 2 FEET IN SIZE, WITH TOP
 TU1771'FLUSH WITH SURFACE OF GROUND.  THREE REFERENCE MARKS CONSIST OF
 TU1771'BOTTLES SET IN GROUND WITH 2 INCHES OF NECK PROJECTING.
 TU1771
 TU1771                          STATION RECOVERY (1965)
 TU1771
 TU1771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1771'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS RE-MARKED AND A
 TU1771'TYPE B-1 SIGNAL BUILT, BY THE HAWAII TERRITORIAL SURVEY IN 1930.  A
 TU1771'COMPLETE DESCRIPTION FOLLOWS--
 TU1771'
 TU1771'STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH-SOUTHWEST OF LIHUE AND
 TU1771'1 MILE EAST OF QUEEN VICTORIAS PROFILE, ON A PEAK OF ABOUT 1666
 TU1771'FEET ELEVATION ALONG THE RIDGE LYING ON THE SOUTH SIDE OF HULEIA
 TU1771'STREAM.
 TU1771'
 TU1771'TO REACH STATION FROM THE POST OFFICE IN PUHI, GO WEST ON STATE
 TU1771'HIGHWAY 50 FOR 1.2 MILES.  TURN LEFT ON KIPU ROAD AND GO SOUTHERLY
 TU1771'FOR 1.5 MILES TO CROSSROAD.  CONTINUE AHEAD BETWEEN 2 ROWS OF
 TU1771'LARGE NORFOLK PINES FOR 0.75 MILE TO FORK ABOUT 50 YARDS BEYOND
 TU1771'END OF TREES.  TAKE LEFT FORK, PASSING ROW OF RANCH HOUSES ON
 TU1771'RIGHT OF ROAD, AND GO STRAIGHT ALONG LANE FOR 1.2 MILES TO
 TU1771'FORK.  TAKE RIGHT FORK, UPGRADE, FOR 1.0 MILE TO SUMMIT OF PASS
 TU1771'AT GATE.  FROM HERE PACK EAST UP STEEP HILL AND ALONG RIDGE ABOUT
 TU1771'3/4 MILE TO STATION.
 TU1771'
 TU1771'STATION MARK IS AN UNSTAMPED, HAWAII TERRITORIAL SURVEY DISK, SET
 TU1771'IN CONCRETE 6 INCHES BENEATH THE 6 X 6-FOOT CONCRETE PLATFORM OF
 TU1771'THE TYPE B-1 SIGNAL.  A RED AND WHITE METAL TARGET EXTENDS ABOUT 8
 TU1771'FEET ABOVE PLATFORM.
 TU1771'
 TU1771'NOTE--4-WHEEL-DIRVE VEHICLE REQUIRED FOR LAST 1 MILE UPGRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2437 ***********************************************************************
 TU2437  DESIGNATION -  KAIHOLENA 1897
 TU2437  PID         -  TU2437
 TU2437  STATE/COUNTY-  HI/HAWAII
 TU2437  USGS QUAD   -  PUNALUU (1982)
 TU2437
 TU2437                         *CURRENT SURVEY CONTROL
 TU2437  ___________________________________________________________________
 TU2437* NAD 83(1993)-  19 10 30.61016(N)    155 34 50.25262(W)     ADJUSTED  
 TU2437* LOCAL TIDAL -      1161.     (meters)    3809.     (feet)  SCALED    
 TU2437  ___________________________________________________________________
 TU2437  EPOCH DATE  -        1993.62
 TU2437  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 TU2437  GEOID HEIGHT-          21.29  (meters)                     GEOID03
 TU2437
 TU2437  HORZ ORDER  -  THIRD
 TU2437
 TU2437.The horizontal coordinates were established by classical geodetic methods
 TU2437.and adjusted by the National Geodetic Survey in December 1998..
 TU2437.The horizontal coordinates are valid at the epoch date displayed above.
 TU2437.The epoch date for horizontal control is a decimal equivalence
 TU2437.of Year/Month/Day.
 TU2437
 TU2437.The orthometric height was scaled from a topographic map.
 TU2437
 TU2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2437
 TU2437.The geoid height was determined by GEOID03.
 TU2437
 TU2437;                    North         East     Units Scale Factor Converg.
 TU2437;SPC HI 1     -    37,839.268   491,519.958   MT  0.99996756   -0 01 35.3
 TU2437;UTM  05      - 2,122,218.219   228,602.442   MT  1.00051059   -0 50 53.3
 TU2437
 TU2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2437!SPC HI 1     -   0.99981418  x   0.99996756  =   0.99978174
 TU2437!UTM  05      -   0.99981418  x   1.00051059  =   1.00032467
 TU2437
 TU2437:                Primary Azimuth Mark                     Grid Az
 TU2437:SPC HI 1     -  KAMAKAIA                                 057 39 56.3
 TU2437:UTM  05      -  KAMAKAIA                                 058 29 14.3
 TU2437
 TU2437|---------------------------------------------------------------------|
 TU2437| PID    Reference Object                     Distance      Geod. Az  |
 TU2437|                                                           dddmmss.s |
 TU2437| TU2403 KAMAKAIA                            APPROX.26.0 KM 0573821.0 |
 TU2437| TU2434 PUU ENUHE 1894                      APPROX. 4.6 KM 0882624.8 |
 TU2437|---------------------------------------------------------------------|
 TU2437
 TU2437                          SUPERSEDED SURVEY CONTROL
 TU2437
 TU2437  NAD 83(1986)-  19 10 30.60087(N)    155 34 50.29872(W) AD(       ) 3
 TU2437  OLD HI      -  19 10 42.60500(N)    155 35 00.18200(W) AD(       ) 3
 TU2437
 TU2437.Superseded values are not recommended for survey control.
 TU2437.NGS no longer adjusts projects to the OLD HI datum.
 TU2437.See file dsdata.txt to determine how the superseded data were derived.
 TU2437
 TU2437_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2860222218(NAD 83)
 TU2437
 TU2437  HISTORY     - Date     Condition        Report By
 TU2437  HISTORY     - 1897     MONUMENTED       CGS
 TU2437  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2437  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2437
 TU2437                          STATION DESCRIPTION
 TU2437
 TU2437'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2437'IN THE SOUTHERN PART OF HAWAII, IN CENTRAL KA-U, ON THE SUMMIT
 TU2437'OF KAIHOLENA MOUNTAIN, A STEEP, SHARP-RIDGED, WOODED HOGBACK,
 TU2437'BEHIND PUU ENUHE AND MAKANAU HILL.  MARKED BY A TRIANGLE CUT
 TU2437'IN A LARGE STONE, AND THREE LOGS PLANTED VERTICALLY IN THE GROUND
 TU2437'AS AN INSTRUMENT SUPPORT, AND COVERED WITH A PILE OF HAPUU
 TU2437'LOGS, 18 FEET IN DIAMETER.  NOT SEARCHED FOR IN 1914, WHEN PART
 TU2437'OF ABOVE DESCRIPTION WAS WRITTEN.
 TU2437
 TU2437                          STATION RECOVERY (1949)
 TU2437
 TU2437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2437'AFTER THE POSITION OF THE NEW STATION KAIHOLENA 2 WAS CALCULATED,
 TU2437'A TIE WAS FIGURED TO THE OLD STATION WHICH WAS FOUND BY ROUGHLY
 TU2437'TAPING THRU THE HEAVY UNDERBRUSH.  THE OLD MARK IS A
 TU2437'TRIANGULATION STATION TRIANGLE AND DRILL HOLE CUT IN STONE SET
 TU2437'IN GROUND.
 TU2437'
 TU2437'DUE TO THE DIFFICULTY OF REACHING THE STATION AND CLEARING
 TU2437'THE HEAVY UNDERBRUSH BETWEEN THE STATIONS, THE OLD STATION WAS
 TU2437'NOT TIED IN BY TRAVERSE TO THE NEW STATION KAIHOLENA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2436 ***********************************************************************
 TU2436  DESIGNATION -  KAIHOLENA 2
 TU2436  PID         -  TU2436
 TU2436  STATE/COUNTY-  HI/HAWAII
 TU2436  USGS QUAD   -  PUNALUU (1982)
 TU2436
 TU2436                         *CURRENT SURVEY CONTROL
 TU2436  ___________________________________________________________________
 TU2436* NAD 83(1993)-  19 10 22.15007(N)    155 34 46.69418(W)     ADJUSTED  
 TU2436* LOCAL TIDAL -      1136.1    (meters)    3727.     (feet)  VERT ANG  
 TU2436  ___________________________________________________________________
 TU2436  EPOCH DATE  -        1993.62
 TU2436  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 TU2436  GEOID HEIGHT-          21.21  (meters)                     GEOID03
 TU2436
 TU2436  HORZ ORDER  -  SECOND
 TU2436
 TU2436.The horizontal coordinates were established by classical geodetic methods
 TU2436.and adjusted by the National Geodetic Survey in December 1998..
 TU2436.The horizontal coordinates are valid at the epoch date displayed above.
 TU2436.The epoch date for horizontal control is a decimal equivalence
 TU2436.of Year/Month/Day.
 TU2436
 TU2436.The orthometric height was determined by vertical angle observations.
 TU2436
 TU2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2436
 TU2436.The geoid height was determined by GEOID03.
 TU2436
 TU2436;                    North         East     Units Scale Factor Converg.
 TU2436;SPC HI 1     -    37,579.095   491,623.803   MT  0.99996753   -0 01 34.2
 TU2436;UTM  05      - 2,121,956.442   228,702.600   MT  1.00050992   -0 50 51.8
 TU2436
 TU2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2436!SPC HI 1     -   0.99981810  x   0.99996753  =   0.99978564
 TU2436!UTM  05      -   0.99981810  x   1.00050992  =   1.00032793
 TU2436
 TU2436:                Primary Azimuth Mark                     Grid Az
 TU2436:SPC HI 1     -  PAHALA KAU SUGAR CO STACK                076 07 05.0
 TU2436:UTM  05      -  PAHALA KAU SUGAR CO STACK                076 56 22.6
 TU2436
 TU2436|---------------------------------------------------------------------|
 TU2436| PID    Reference Object                     Distance      Geod. Az  |
 TU2436|                                                           dddmmss.s |
 TU2436| TU2370 PAHALA KAU SUGAR CO STACK           APPROX.11.2 KM 0760530.8 |
 TU2436| CN5297 KAIHOLENA 2 RM 1                      3.897 METERS 19154     |
 TU2436| CN5298 KAIHOLENA 2 RM 2                      4.081 METERS 32052     |
 TU2436|---------------------------------------------------------------------|
 TU2436
 TU2436                          SUPERSEDED SURVEY CONTROL
 TU2436
 TU2436  NAD 83(1986)-  19 10 22.14197(N)    155 34 46.74117(W) AD(       ) 2
 TU2436  OLD HI      -  19 10 32.98600(N)    155 34 56.75700(W) AD(       ) 2
 TU2436
 TU2436.Superseded values are not recommended for survey control.
 TU2436.NGS no longer adjusts projects to the OLD HI datum.
 TU2436.See file dsdata.txt to determine how the superseded data were derived.
 TU2436
 TU2436_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2870321956(NAD 83)
 TU2436_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2436_SETTING: 80 = SET IN A BOULDER
 TU2436_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2436
 TU2436  HISTORY     - Date     Condition        Report By
 TU2436  HISTORY     - 1949     MONUMENTED       CGS
 TU2436  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2436  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2436
 TU2436                          STATION DESCRIPTION
 TU2436
 TU2436'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2436'THE STATION IS LOCATED NEAR THE SUMMIT OF A PROMINENT, WOODED
 TU2436'KNOLL, WHICH LIES ABOUT 8 MILES NORTH OF NAALEHU, ABOUT 7 MILES
 TU2436'WEST OF PAHALA, ABOUT 6.5 MILES NORTH NORTHWEST OF HONUAPO AND
 TU2436'ABOUT 0.7 MILE EAST OF THE HILEA GULCH.  THE HIGHEST GROUND ON
 TU2436'THE KNOLL LIES ABOUT 200 YARDS TO THE NORTHWEST OF THE STATION.
 TU2436'
 TU2436'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO NORTH AND EAST,
 TU2436'ON THE GOOD CINDER ROAD FOR 6.7 MILES TO A POINT WHERE THE ROAD
 TU2436'CROSSES OVER THE HILEA GULCH CREEK AND THE END OF TRUCK
 TU2436'TRAVEL.  FROM THIS POINT PACK NORTHWESTERLY, UP THE CREEK BED,
 TU2436'FOR ABOUT 3.0 MILES TO A POINT WHERE THE CREEK RUNS NEAR A LONG
 TU2436'NORTH-SOUTH SPUR RIDGE.  LEAVE THE CREEK BED AND CUT YOUR WAY
 TU2436'THROUGH THE DENSE JUNGLE GROWTH, NORTHERLY, FOR ABOUT 0.1 MILE
 TU2436'TO THE FOOT OF THE SPUR RIDGE.  THENCE UP THE RIDGE FOR ABOUT
 TU2436'1.0 MILE TO THE SUMMIT OF THE HILL.  FROM THIS POINT PACK
 TU2436'SOUTHERLY, DOWN THE LONG HOG BACK, FOR ABOUT 300 YARDS TO
 TU2436'THE STATION.  CONSIDERABLE CLEARING WAS DONE AT THIS STATION
 TU2436'AND MAY AID IN FUTURE RECOVERY.  WATER MAY BE OBTAINED FROM A
 TU2436'SPRING WHICH IS LOCATED ABOUT 100 FEET WEST OF THE HIGHEST
 TU2436'GROUND.  THIS IS ABOUT A 5 HOUR PACK WITH A CLEAR TRAIL AND
 TU2436'ABOUT 10 HOURS IF CLEARING IS NECESSARY.  THE GROUND AT THE
 TU2436'STATION SITE IS SOFT AND MUDDY AND FLOOR BOARDS WILL BE
 TU2436'NECESSARY FOR OBSERVING.
 TU2436'
 TU2436'THE STATION IS A STANDARD DISK, STAMPED KAIHOLENA 2 1949, SET
 TU2436'INTO A DRILL HOLE IN A BURIED BOULDER WHICH IS ABOUT 1 INCH BELOW
 TU2436'THE SURFACE OF THE GROUND.
 TU2436'
 TU2436'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAIHOLENA 2
 TU2436'R M NO 1 1949, SET IN THE TOP OF A 2 INCH PIPE WHICH PROJECTS
 TU2436'ABOUT 6 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2436'
 TU2436'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAIHOLENA 1
 TU2436'R M NO 2 1949, SET IN THE TOP OF A 2 INCH PIPE WHICH PROJECTS
 TU2436'ABOUT 6 INCHES AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 TU2436
 TU2436                          STATION RECOVERY (1968)
 TU2436
 TU2436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2436'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2436'ALTHOUGH THE STATION MARK WAS UNDER AN 8-INCH COVER OF DIRT, MOSS,
 TU2436'AND HAPUU.  THE DISTANCE TO REFERENCE MARKS WAS CHECKED AND FOUND
 TU2436'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2436'
 TU2436'STATION IS LOCATED ABOUT 8 MILES NORTH OF NAALEHU AND 6-1/2
 TU2436'MILES NORTH-NORTHWEST OF THE SUGAR MILL AT HONUAPO ON A PROMINENT,
 TU2436'WOODED, STEEP-SIDED HILL OF ABOUT 4000 FEET ELEVATION, KNOWN AS
 TU2436'KAIHOLENA.  THE HILL HAS A LARGE, DIAMOND-SHAPED, RATHER FLAT TOP,
 TU2436'WITH THE HIGHEST POINT BEING NEAR THE NORTHWEST END.  THE STATION
 TU2436'IS AT ABOUT 3725 FEET ELEVATION, ON THE SOUTHEAST POINT, ABOUT
 TU2436'1000 FEET SOUTHEAST FROM THE HIGHEST POINT, AND WHERE THIS
 TU2436'SOUTHEAST POINT BECOMES VERY NARROW, JUST BEFORE STEEP DROP
 TU2436'DOWN TO SOUTHEAST.
 TU2436'
 TU2436'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO NORTHEAST
 TU2436'ON STATE HIGHWAY 11 FOR 3.4 MILES TO FORK AT HONUAPO BRIDGE, 0.1
 TU2436'MILE BEFORE REACHING SUGAR MILL.  TAKE LEFT FORK AND GO UPHILL
 TU2436'FOR 3.1 MILES.  TAKE RIGHT FORK AND GO 0.55 MILE.  TAKE LEFT FORK
 TU2436'AND GO NORTHWEST 1.9 MILES.  TAKE LEFT FORK, LEAVING MAIN ROAD,
 TU2436'AND GO 0.3 MILE ON CANE-FIELD ROAD.  TAKE SIDE ROAD LEFT,
 TU2436'FOLLOWING CANE ROAD AROUND BASE OF STATION HILL, FOR 0.7 MILE
 TU2436'TO SIDE ROAD RIGHT, AT END OF CANE-FIELD.  TURN RIGHT AND GO
 TU2436'0.75 MILE TO END OF TRUCK TRAVEL AT OLD T-JUNCTION.  PACK
 TU2436'NORTHERLY ON OLD ROAD ABOUT 3/4-MILE TO SADDLE, THEN GO RIGHT,
 TU2436'SOUTHEAST, UP NARROW RIDGE TO TOP OF HILL AND CONTINUE
 TU2436'SOUTHEAST ABOUT 1000 FEET TO STATION.  ABOUT A 3-HOUR PACK.
 TU2436'
 TU2436'STATION MARK IS A STANDARD DISK STAMPED KAIHOLENA 2 1949, CEMENTED
 TU2436'IN A DRILL HOLE IN A 7-INCH BOULDER FLUSH WITH GROUND.  IT IS 40
 TU2436'FEET SOUTHWEST OF A LARGE OHIA TREE THAT WAS CHOPPED OFF IN 1949,
 TU2436'AND 20 FEET SOUTHEAST OF A 16-INCH OHIA TREE.
 TU2436'
 TU2436'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAIHOLENA 2
 TU2436'RM NO 1 1949, SET IN THE TOP OF A 2-INCH PIPE THAT PROJECTS 1
 TU2436'FOOT FROM GROUND, AND IS 1 FOOT LOWER THAN STATION MARK.  IT IS
 TU2436'3.860 M (12.662 FT.) FROM STATION, IN AZIMUTH 12 DEG 09 MIN 26
 TU2436'SEC.
 TU2436'
 TU2436'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAIHOLENA 2
 TU2436'RM NO 2 1949, SET IN THE TOP OF A 2-INCH PIPE THAT PROJECTS 1 FOOT
 TU2436'FROM GROUND, AND IS ABOUT 2 FEET HIGHER THAN STATION MARK.  IT
 TU2436'IS 4.108 M (13.479 FT.) FROM STATION, IN AZIMUTH 141 DEG 21 MIN
 TU2436'32 SEC.
 TU2436
 TU2436                          STATION RECOVERY (1977)
 TU2436
 TU2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2436'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 TU2436'REFERENCE MARKS ARE A LITTLE LOOSE IN THE GROUND.  THE DISTANCE
 TU2436'TO REFERENCE MARK 1 WAS FOUND LONGER BY 0.037 METER AND THE
 TU2436'DIRECTION WAS FOUND SMALLER BY 15 MINUTES AND 05 SECONDS.  THE
 TU2436'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.027 METER
 TU2436'AND THE DIRECTION WAS FOUND SMALLER BY 29 MINUTES AND 10
 TU2436'SECONDS.
 TU2436'
 TU2436'THE STATION WAS REACHED AT THIS TIME BY HELICOPTER.  IT CAN BE
 TU2436'WALKED TO BY FOLLOWING THE 1968 RECOVERY NOTE.
 TU2436'
 TU2436'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2436'
 TU2436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2436'7 WEST OF PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2812 ***********************************************************************
 TU2812  DESIGNATION -  KAIHUAKALA 1904
 TU2812  PID         -  TU2812
 TU2812  STATE/COUNTY-  HI/MAUI
 TU2812  USGS QUAD   -  HANA (1983)
 TU2812
 TU2812                         *CURRENT SURVEY CONTROL
 TU2812  ___________________________________________________________________
 TU2812* NAD 83(1993)-  20 44 30.42440(N)    156 01 21.89867(W)     ADJUSTED  
 TU2812* LOCAL TIDAL -       749.     (meters)    2457.     (feet)  SCALED    
 TU2812  ___________________________________________________________________
 TU2812  EPOCH DATE  -        1993.62
 TU2812  LAPLACE CORR-         -15.49  (seconds)                    DEFLEC99
 TU2812  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU2812
 TU2812  HORZ ORDER  -  THIRD
 TU2812
 TU2812.The horizontal coordinates were established by classical geodetic methods
 TU2812.and adjusted by the National Geodetic Survey in December 1998..
 TU2812.The horizontal coordinates are valid at the epoch date displayed above.
 TU2812.The epoch date for horizontal control is a decimal equivalence
 TU2812.of Year/Month/Day.
 TU2812
 TU2812.The orthometric height was scaled from a topographic map.
 TU2812
 TU2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2812
 TU2812.The geoid height was determined by GEOID03.
 TU2812
 TU2812;                    North         East     Units Scale Factor Converg.
 TU2812;SPC HI 2     -    45,352.030   567,061.606   MT  1.00002222   +0 13 41.0
 TU2812;UTM  04      - 2,296,425.431   810,056.376   MT  1.00078826   +1 03 18.9
 TU2812;UTM  05      - 2,296,513.441   185,201.955   MT  1.00082489   -1 04 17.1
 TU2812
 TU2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2812!SPC HI 2     -   0.99987991  x   1.00002222  =   0.99990213
 TU2812!UTM  04      -   0.99987991  x   1.00078826  =   1.00066808
 TU2812!UTM  05      -   0.99987991  x   1.00082489  =   1.00070470
 TU2812
 TU2812                          SUPERSEDED SURVEY CONTROL
 TU2812
 TU2812  NAD 83(1986)-  20 44 30.39306(N)    156 01 21.92170(W) AD(       ) 3
 TU2812  OLD HI      -  20 44 44.18000(N)    156 01 30.79000(W) AD(       ) 3
 TU2812
 TU2812.Superseded values are not recommended for survey control.
 TU2812.NGS no longer adjusts projects to the OLD HI datum.
 TU2812.See file dsdata.txt to determine how the superseded data were derived.
 TU2812
 TU2812_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1005696425(NAD 83)
 TU2812
 TU2812  HISTORY     - Date     Condition        Report By
 TU2812  HISTORY     - 1904     MONUMENTED       HIGS
 TU2812
 TU2812                          STATION DESCRIPTION
 TU2812
 TU2812'DESCRIBED BY HAWAII GEODETIC SURVEY 1904
 TU2812'NEAR EASTERN END OF EAST MAUI, IN CENTRAL PART OF HANA DISTRICT,
 TU2812'SOUTHWEST OF KAUIKI HILL, ON THE SUMMIT OF A WOODED HILL, 2-1/2
 TU2812'MILES FROM THE SEA.  MARK REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2813 ***********************************************************************
 TU2813  DESIGNATION -  KAIHUAKALA 2
 TU2813  PID         -  TU2813
 TU2813  STATE/COUNTY-  HI/MAUI
 TU2813  USGS QUAD   -  HANA (1983)
 TU2813
 TU2813                         *CURRENT SURVEY CONTROL
 TU2813  ___________________________________________________________________
 TU2813* NAD 83(1993)-  20 44 32.10735(N)    156 01 20.99384(W)     ADJUSTED  
 TU2813* LOCAL TIDAL -       749.1    (meters)    2458.     (feet)  VERT ANG  
 TU2813  ___________________________________________________________________
 TU2813  EPOCH DATE  -        1993.62
 TU2813  LAPLACE CORR-         -15.49  (seconds)                    DEFLEC99
 TU2813  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU2813
 TU2813  HORZ ORDER  -  FIRST
 TU2813
 TU2813.The horizontal coordinates were established by classical geodetic methods
 TU2813.and adjusted by the National Geodetic Survey in December 1998..
 TU2813.The horizontal coordinates are valid at the epoch date displayed above.
 TU2813.The epoch date for horizontal control is a decimal equivalence
 TU2813.of Year/Month/Day.
 TU2813
 TU2813.The orthometric height was determined by vertical angle observations.
 TU2813
 TU2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2813
 TU2813.The geoid height was determined by GEOID03.
 TU2813
 TU2813;                    North         East     Units Scale Factor Converg.
 TU2813;SPC HI 2     -    45,403.892   567,087.577   MT  1.00002227   +0 13 41.3
 TU2813;UTM  04      - 2,296,477.703   810,081.615   MT  1.00078845   +1 03 19.3
 TU2813;UTM  05      - 2,296,564.742   185,229.117   MT  1.00082468   -1 04 16.8
 TU2813
 TU2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2813!SPC HI 2     -   0.99987990  x   1.00002227  =   0.99990217
 TU2813!UTM  04      -   0.99987990  x   1.00078845  =   1.00066825
 TU2813!UTM  05      -   0.99987990  x   1.00082468  =   1.00070448
 TU2813
 TU2813|---------------------------------------------------------------------|
 TU2813| PID    Reference Object                     Distance      Geod. Az  |
 TU2813|                                                           dddmmss.s |
 TU2813| CN5300 KAIHUAKALA 2 RM 2                     5.607 METERS 05313     |
 TU2813| TU2770 KAUIKI HEAD LIGHT                   APPROX. 4.8 KM 0694816.7 |
 TU2813| CN5299 KAIHUAKALA 2 RM 1                     5.783 METERS 27750     |
 TU2813| TU2777 OLOPAWA 1878                        APPROX. 3.0 KM 3402928.0 |
 TU2813|---------------------------------------------------------------------|
 TU2813
 TU2813                          SUPERSEDED SURVEY CONTROL
 TU2813
 TU2813  NAD 83(1986)-  20 44 32.07418(N)    156 01 21.01656(W) AD(       ) 1
 TU2813  OLD HI      -  20 44 43.58900(N)    156 01 31.08800(W) AD(       ) 1
 TU2813
 TU2813.Superseded values are not recommended for survey control.
 TU2813.NGS no longer adjusts projects to the OLD HI datum.
 TU2813.See file dsdata.txt to determine how the superseded data were derived.
 TU2813
 TU2813_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1008296478(NAD 83)
 TU2813_MARKER: Z = SEE DESCRIPTION
 TU2813_SETTING: 0 = UNSPECIFIED SETTING
 TU2813
 TU2813  HISTORY     - Date     Condition        Report By
 TU2813  HISTORY     - 1950     MONUMENTED       CGS
 TU2813
 TU2813                          STATION DESCRIPTION
 TU2813
 TU2813'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2813'OLD DESCRIPTION--ON THE EASTERN END OF EAST MAUI, IN CENTRAL
 TU2813'PART OF HANA DISTRICT, SOUTHWEST OF KAUIKI HILL, IN THE SUMMIT
 TU2813'OF A WOODED HILL, 2-1/2 MILES FROM THE SEA.  MARK REPORTED LOST.
 TU2813'
 TU2813'THE STATION RECOVERED IN 1950 WAS A 1-1/4 INCH IRON PIPE,
 TU2813'PROJECTING 1 FOOT.  IT IS ON THE EAST END OF THE HILL, SLIGHTLY
 TU2813'LOWER THAN THE HIGHEST PART.  A STANDARD STATION DISK STAMPED
 TU2813'KAIHUAKALA 2 1950 IS CEMENTED IN THE TOP OF THE PIPE.
 TU2813'
 TU2813'REFERENCE MARK NO.1 IS WEST OF THE STATION.  A STANDARD DISK
 TU2813'STAMPED KAIHUAKALA 2 NO 1 1950, CEMENTED IN THE TOP OF A 1-1/4
 TU2813'INCH IRON PIPE PROJECTING 1 FOOT.
 TU2813'
 TU2813'REFERENCE MARK NO.2 IS NORTHEAST OF THE STATION.  A STANDARD
 TU2813'DISK STAMPED KAIHUAKALA NO 2 1950, CEMENTED IN THE TOP OF A
 TU2813'1-1/4 INCH IRON PIPE PROJECTING 14 INCHES.
 TU2813'
 TU2813'TO REACH FROM THE HANA RANCH HEADQUARTERS IN HANA--PASS
 TU2813'THROUGH A LONG BLACK GATE AT REAR OF BUILDINGS AND DRIVE TO
 TU2813'FENCE AT UPPER END OF PASTURE.  FROM HERE PACK WESTERLY ALONG
 TU2813'OLD FLUME TO AN OLD CRATED RESERVOIR, CONTINUE WESTERLY TO TOP
 TU2813'OF FIRST PROMINENT HILL AND STATION.
 TU2813'
 TU2813'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1985 ***********************************************************************
 TU1985  DESIGNATION -  KAILIU
 TU1985  PID         -  TU1985
 TU1985  STATE/COUNTY-  HI/KAUAI
 TU1985  USGS QUAD   -  HAENA (1983)
 TU1985
 TU1985                         *CURRENT SURVEY CONTROL
 TU1985  ___________________________________________________________________
 TU1985* NAD 83(1993)-  22 13 24.07475(N)    159 34 50.07901(W)     ADJUSTED  
 TU1985* LOCAL TIDAL -        10.     (meters)      33.     (feet)  SCALED    
 TU1985  ___________________________________________________________________
 TU1985  EPOCH DATE  -        1993.62
 TU1985  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TU1985  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1985
 TU1985  HORZ ORDER  -  THIRD
 TU1985
 TU1985.The horizontal coordinates were established by classical geodetic methods
 TU1985.and adjusted by the National Geodetic Survey in December 1998..
 TU1985.The horizontal coordinates are valid at the epoch date displayed above.
 TU1985.The epoch date for horizontal control is a decimal equivalence
 TU1985.of Year/Month/Day.
 TU1985
 TU1985.The orthometric height was scaled from a topographic map.
 TU1985
 TU1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1985
 TU1985.The geoid height was determined by GEOID03.
 TU1985
 TU1985;                    North         East     Units Scale Factor Converg.
 TU1985;SPC HI 4     -    43,189.034   491,692.567   MT  0.99999085   -0 01 49.7
 TU1985;UTM  04      - 2,457,664.121   440,165.860   MT  0.99964423   -0 13 10.5
 TU1985
 TU1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1985!SPC HI 4     -   0.99999598  x   0.99999085  =   0.99998683
 TU1985!UTM  04      -   0.99999598  x   0.99964423  =   0.99964021
 TU1985
 TU1985                          SUPERSEDED SURVEY CONTROL
 TU1985
 TU1985  NAD 83(1986)-  22 13 24.03104(N)    159 34 50.12782(W) AD(       ) 3
 TU1985  OLD HI      -  22 13 35.37900(N)    159 35 00.21600(W) AD(       ) 3
 TU1985
 TU1985.Superseded values are not recommended for survey control.
 TU1985.NGS no longer adjusts projects to the OLD HI datum.
 TU1985.See file dsdata.txt to determine how the superseded data were derived.
 TU1985
 TU1985_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4016657664(NAD 83)
 TU1985_MARKER: DD = SURVEY DISK
 TU1985_SETTING: 80 = SET IN A BOULDER
 TU1985_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1985
 TU1985  HISTORY     - Date     Condition        Report By
 TU1985  HISTORY     - 1927     MONUMENTED       CGS
 TU1985  HISTORY     - 1965     MARK NOT FOUND   CGS
 TU1985  HISTORY     - 1965     GOOD             USGS
 TU1985  HISTORY     - 1966     GOOD             CGS
 TU1985  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU1985  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 TU1985
 TU1985                          STATION DESCRIPTION
 TU1985
 TU1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1985'ON NORTHWEST CORNER ON KAUAI, OF KAILIU POINT, ON TOP OF A SANDY,
 TU1985'GRASS-COVERED MOUND NEAR HIGH-WATER LINE.  STATION IS ON HIGHEST
 TU1985'POINT, NEAR WESTERN END OF SANDY POINT, AND NOT FAR FROM THE
 TU1985'BEGINNING OF THE NAPALI OR CLIFF COAST.  THERE ARE SOME HOUSES
 TU1985'ABOUT 100 METERS INSHORE FROM STATION.  STATION MARKED BY OVAL-
 TU1985'SHAPED STONE PARTLY EMBEDDED IN SAND.  REFERENCE MARKS,
 TU1985'STANDARD REFERENCE DISKS IN BOULDERS WHICH ARE PARTLY
 TU1985'EMBEDDED IN SAND, ARE AT THE FOLLOWING AZIMUTHS FROM
 TU1985'STATION--NO. 1, 24 DEG 29 MIN.  NO. 2, 76 DEG 09 MIN.
 TU1985
 TU1985                          STATION RECOVERY (1965)
 TU1985
 TU1985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1985'STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK
 TU1985'NUMBER ONE WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 TU1985'NUMBER TWO WAS FOUND DESTROYED.  THE BOULDER IN WHICH IT WAS SET
 TU1985'WAS LAYING ON TOP OF THE GROUND, SO THE DISK WAS REMOVED.
 TU1985'
 TU1985'THE STATION MARK WAS LOCATED ON A PURE SAND DUNE, WHICH SHOWS
 TU1985'EVIDENCE OF EROSION.  THE ENTIRE AREA IS NOW COVERED WITH A
 TU1985'HEAVY GROWTH OF LARGE IRONWOOD TREES UP TO 100 FEET TALL.
 TU1985'
 TU1985'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAILIU NO
 TU1985'1 CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT ROCK THAT PROJECTS
 TU1985'4 INCHES ABOVE GROUND.  IT IS 24 FEET WEST OF FENCE LINE, 30
 TU1985'FEET WEST OF CENTERLINE OF TRACK ROAD, 60 FEET SOUTH OF BASE OF
 TU1985'SAND RIDGE, 50 YARDS NORTH OF A ROAD FORK AND TWO GATES (THE
 TU1985'RIGHT FORK LEADS IN TO TWO HOUSES), AND 3 FEET WEST OF A BLACK
 TU1985'LAVA BOULDER.  IT IS ABOUT 25 FEET LOWER THAN SAND DUNE ON
 TU1985'WHICH STATION WAS LOCATED.
 TU1985'
 TU1985'NOTE--BECAUSE THERE WAS NO DISTANCE RECORDED FROM STATION TO
 TU1985'REFERENCE MARK NUMBER ONE A POSITION CANNOT BE COMPUTED FOR IT.
 TU1985
 TU1985                          STATION RECOVERY (1965)
 TU1985
 TU1985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 TU1985'STATION AND ONE REFERENCE MARK RECOVERED.  LOCATED ALONG THE NW
 TU1985'COAST OF KAUAI ABOUT 2.5 MI. WNW OF THE SOUTH OF THE WAINIHA
 TU1985'RIVER, ABOUT 1.5 MILES NE OF THE MOUTH OF HANAKAPIA STREAM
 TU1985'ABOUT 0.2 MILE N OF STATE HWY 56 AND ABOUT 300 FEET FROM THE SHORE
 TU1985'LINE ON A LOW SANDY RIDGE IN THE TIMBERED AREA.  STATION MARK
 TU1985'IS A C AND GS TABLET STAMPED KAILIU 1927 SET IN BOULDER AND
 TU1985'ABOUT ONE FOOT BELOW NORMAL SURFACE OF SAND, IS ABOUT 28 FEET
 TU1985'E OF HIGH POINT OF TOP (ABOUT 6 FEET LOWER), 18 FEET S OF
 TU1985'FENCE AND ABOUT 5 FEET N OF RIDGELINE.
 TU1985'
 TU1985'REFERENCE MARK 1 IS A C AND GS TABLET STAMPED NO 1 1927, 155.15
 TU1985'FEET FROM STATION IN AZIMUTH 24 DEG 29 MIN.
 TU1985'
 TU1985'TO REACH FROM THE MOUTH OF THE WAINIHA RIVER, DRIVE W ON STATE
 TU1985'HWY 56 FOR 3.0 MILES TO DRIVE ON RIGHT, FOLLOW DRIVE 0.2 MILE
 TU1985'TO GATE NEAR HOUSE, PASS THRU GATE AND CONTINUE FOR ABOUT 200
 TU1985'FEET TO BASE OF SAND HILL AND ETT.  PROCEED ON FOOT TO TOP OF
 TU1985'HILL AND STATION.  DUE TO TIMBER IN THE AREA THE PUBLISHED
 TU1985'LINES CANNOT NOW BE OBSERVED FROM HEIGHT OF INSTRUMENT.
 TU1985'
 TU1985'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1985'NORTHWEST CORNER OF KAUAI.
 TU1985
 TU1985                          STATION RECOVERY (1966)
 TU1985
 TU1985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1985'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD
 TU1985'CONDITION.  REFERENCE MARK NUMBER TWO WAS FOUND DESTROYED.  A
 TU1985'NEW REFERENCE MARK, NUMBER 3, WAS ESTABLISHED.  A COMPLETE
 TU1985'DESCRIPTION FOLLOWS--
 TU1985'
 TU1985'STATION IS LOCATED ABOUT 5 MILES WEST-NORTHWEST OF HANALEI, AT
 TU1985'KAILIU POINT, ALONG THE SHORELINE RIDGE, ABOUT 40 FEET ABOVE SEA
 TU1985'LEVEL, AT THE EAST SIDE OF THE HIGHEST DUNE IN THE VICINITY,
 TU1985'WHICH SETS IN A FENCE CORNER.
 TU1985'
 TU1985'TO REACH STATION FROM THE POST OFFICE IN HANALEI GO WESTERLY ON
 TU1985'MAIN ROAD FOR 7.6 MILES TO SIDE ROAD RIGHT, 50 YARDS BEFORE END
 TU1985'OF ROAD.  TAKE SIDE ROAD AND GO 0.2 MILE TO FORK.  TAKE LEFT
 TU1985'FORK, PASSING THROUGH WIRE GATE TO LEFT OF BOARD GATE, AND GO
 TU1985'NORTH ALONG FENCE LINE FOR 0.05 MILE TO BASE OF DUNE AND STATION
 TU1985'UP ON SAND RIDGE.
 TU1985'
 TU1985'STATION MARK IS A STANDARD DISK STAMPED KAILIU 1927, CEMENTED
 TU1985'IN A DRILL HOLE IN A BOULDER 1-1/2 FEET BENEATH SAND SURFACE.  IT
 TU1985'IS 58.3 FEET EAST OF THE FENCE CORNER, 17.7 FEET SOUTH OF EAST-WEST
 TU1985'FENCE LINE, 18 FEET EAST-NORTHEAST OF A TRIANGLE BLAZE ON
 TU1985'IRONWOOD TREE, 25 FEET EAST OF HIGH POINT OF DUNE AND 6-1/2 FEET
 TU1985'LOWER, 5 FEET NORTH OF RIDGE LINE AND 3 FEET LOWER, AND ABOUT
 TU1985'175 YARDS NORTH OF A HOUSE.
 TU1985'
 TU1985'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAILIU
 TU1985'NO 1 CEMENTED IN A DRILL HOLE IN A 14 X 20-INCH ROCK PROJECTING
 TU1985'4 INCHES.  IT IS LOCATED IN BRUSHY AREA, 24.3 FEET WEST OF FENCE
 TU1985'LINE, ABOUT MIDWAY BETWEEN TWO LARGE IRONWOOD TREES, 3 FEET WEST
 TU1985'OF A HIGHER, POINTED, BLACK ROCK OF ABOUT THE SAME SIZE, AND
 TU1985'16 FEET LOWER THAN STATION MARK.
 TU1985'
 TU1985'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KAILIU
 TU1985'1927 NO 3 1966, SET IN THE TOP OF A CONCRETE-FILLED, CAST-IRON
 TU1985'PIPE THAT PROJECTS 4 INCHES.  IT IS LOCATED ON THE EAST END OF
 TU1985'THE HIGH PART OF THE DUNE, 34 FEET EAST OF THE FENCE CORNER,
 TU1985'17.3 FEET SOUTH OF THE EAST-WEST FENCE LINE, AND 6.4 FEET
 TU1985'HIGHER THAN STATION MARK.
 TU1985
 TU1985                          STATION RECOVERY (1984)
 TU1985
 TU1985'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1985'KAILIU 1927 LOST.  NONE OF LANDMARKS LISTED BY DMW 1966 NOW EXIST,
 TU1985'AND HURRICANE EWA HAS CHANGED THE SHORELINE, TRACK ROAD WAS FOUND,
 TU1985'BUT NO FENCE, IRON WOOD TREE OR OTHER REFERENCE FOUND.  SEARCHED THREE
 TU1985'TIMES IN 1983-84 INCLUDING WITH NATIVE PARK RANGER.  PROBABLY BURIED
 TU1985'AREA NOW ST. PARK.
 TU1985
 TU1985                          STATION RECOVERY (1998)
 TU1985
 TU1985'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2968 ***********************************************************************
 TU2968  DESIGNATION -  KAILUA
 TU2968  PID         -  TU2968
 TU2968  STATE/COUNTY-  HI/MAUI
 TU2968  USGS QUAD   -  PAIA (1997)
 TU2968
 TU2968                         *CURRENT SURVEY CONTROL
 TU2968  ___________________________________________________________________
 TU2968* NAD 83(1993)-  20 51 04.32725(N)    156 20 35.83240(W)     ADJUSTED  
 TU2968* LOCAL TIDAL -       386.8    (meters)    1269.     (feet)  VERT ANG  
 TU2968  ___________________________________________________________________
 TU2968  EPOCH DATE  -        1993.62
 TU2968  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 TU2968  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2968
 TU2968  HORZ ORDER  -  FIRST
 TU2968
 TU2968.The horizontal coordinates were established by classical geodetic methods
 TU2968.and adjusted by the National Geodetic Survey in December 1998..
 TU2968.The horizontal coordinates are valid at the epoch date displayed above.
 TU2968.The epoch date for horizontal control is a decimal equivalence
 TU2968.of Year/Month/Day.
 TU2968
 TU2968.The orthometric height was determined by vertical angle observations.
 TU2968
 TU2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2968
 TU2968.The geoid height was determined by GEOID03.
 TU2968
 TU2968;                    North         East     Units Scale Factor Converg.
 TU2968;SPC HI 2     -    57,366.056   533,654.158   MT  0.99998066   +0 06 54.4
 TU2968;UTM  04      - 2,307,962.421   776,456.241   MT  1.00054462   +0 56 46.5
 TU2968
 TU2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2968!SPC HI 2     -   0.99993667  x   0.99998066  =   0.99991733
 TU2968!UTM  04      -   0.99993667  x   1.00054462  =   1.00048125
 TU2968
 TU2968|---------------------------------------------------------------------|
 TU2968| PID    Reference Object                     Distance      Geod. Az  |
 TU2968|                                                           dddmmss.s |
 TU2968| CN6165 TANK PINEAPPLE FIELD                               08451     |
 TU2968| TU2963 PIIHOLO RESET                       APPROX. 5.2 KM 0884054.9 |
 TU2968| CN5304 KAILUA RM 1                           4.258 METERS 17044     |
 TU2968| TU3000 PAIA PUMPING PLANT STACK            APPROX. 7.8 KM 3272711.0 |
 TU2968| TU2999 PAIA SUGAR MILL STACK               APPROX. 7.0 KM 3305818.2 |
 TU2968| CN5305 KAILUA RM 2                           5.175 METERS 35256     |
 TU2968|---------------------------------------------------------------------|
 TU2968
 TU2968                          SUPERSEDED SURVEY CONTROL
 TU2968
 TU2968  NAD 83(1986)-  20 51 04.28634(N)    156 20 35.82730(W) AD(       ) 1
 TU2968  OLD HI      -  20 51 15.82800(N)    156 20 45.96300(W) AD(       ) 1
 TU2968
 TU2968.Superseded values are not recommended for survey control.
 TU2968.NGS no longer adjusts projects to the OLD HI datum.
 TU2968.See file dsdata.txt to determine how the superseded data were derived.
 TU2968
 TU2968_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7645607962(NAD 83)
 TU2968_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2968_SETTING: 66 = SET IN ROCK OUTCROP
 TU2968
 TU2968  HISTORY     - Date     Condition        Report By
 TU2968  HISTORY     - 1950     MONUMENTED       CGS
 TU2968  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2968
 TU2968                          STATION DESCRIPTION
 TU2968
 TU2968'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2968'LOCATED IN NORTHERN MAUI, IN MAKAWAO DISTRICT, ABOUT 8 MILES,
 TU2968'AIRLINE EAST OF KAHULUI, ABOUT 4 MILES SOUTHEAST OF PAIA, AND
 TU2968'ABOUT 0.5 MILES NORTH OF THE HALEAKALA HIGHWAY, ON A LOW ROCK
 TU2968'OUTCROP IN A PINEAPPLE FIELD.  THE FIELD IS ON A LONG GRADUAL EAST
 TU2968'AND WEST SLOPE AND THE MOUND IS NOT NOTICEABLE FROM A DISTANCE.
 TU2968'
 TU2968'STATION IS A STANDARD DISK SET IN ROCK OUTCROP AT THE HIGHEST
 TU2968'POINT OF THE MOUND, STAMPED KAILUA 1949.  THE DISK WAS SET AT THE
 TU2968'CENTER OF A CHISELED CROSS IN ROCK.
 TU2968'
 TU2968'REFERENCE MARK NO.1 IS SOUTH OF THE STATION.  A STANDARD DISK SET
 TU2968'IN ROCK OUTCROP PROJECTING ABOUT 8 INCHES ABOVE THE GROUND, STAMPED
 TU2968'KAILUA NO 1 1949.
 TU2968'
 TU2968'REFERENCE MARK NO.2 IS NORTH OF THE STATION.  A STANDARD DISK SET
 TU2968'IN ROCK OUTCROP FLUSH WITH THE GROUND, STAMPED KAILUA NO 2 1949.
 TU2968'
 TU2968'TO REACH FROM THE POST OFFICE AT KAHULUI--GO EASTERLY ON MAIN
 TU2968'HIGHWAY TOWARD PAIA FOR 3.1 MILES, TURN RIGHT AS PER SIGN HALEAKALA
 TU2968'AND GO SOUTHEAST ON KULA ROAD FOR 5.0 MILES TO SIGN HALIIMAILE
 TU2968'VILLAGE.  TURN LEFT AND NORTHERLY ON PAVED ROAD FOR 0.75 MILES TO
 TU2968'POLE NO. 14, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.5 MILES TO
 TU2968'GREEN WATER TANK, CONTINUE STRAIGHT AHEAD UP HILL THROUGH
 TU2968'PINEAPPLE FIELD FOR 0.5 MILES, THEN RIGHT ON FIELD ROAD FOR ABOUT
 TU2968'100 YARDS TO ROCK MOUND AND STATION.
 TU2968'
 TU2968'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 TU2968
 TU2968                          STATION RECOVERY (1968)
 TU2968
 TU2968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2968'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2968'WITNESS POST WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2968'
 TU2968'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF HALIIMAILE AND
 TU2968'1-1/2 MILES NORTHWEST OF PUKALANI, ON A LOW, ROUNDED, ROCKY KNOLL
 TU2968'IN PINEAPPLE FIELD, AT ABOUT 1269 FEET ELEVATION AND 230 FEET WEST
 TU2968'OF A SILVER TANK.
 TU2968'
 TU2968'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 32 AND 35
 TU2968'IN KAHULUI, GO EAST ON STATE HIGHWAYS 32 AND 36 FOR 3.3 MILES TO
 TU2968'JUNCTION WITH STATE HIGHWAY 37.  TURN RIGHT, TOWARDS HALEAKALA,
 TU2968'AND GO 4.8 MILES TO SIDE ROAD LEFT, AT SIGN HALIIMAILE.  TURN LEFT
 TU2968'AND GO 0.7 MILE.  TURN RIGHT, AT POWER POLE NO. 14, AND GO 0.45
 TU2968'MILE THROUGH CANE FIELD TO BEGINNING OF PINEAPPLE FIELDS.
 TU2968'CONTINUE AHEAD THROUGH PINEAPPLE FIELD FOR 0.6 MILE TO SIDE ROAD
 TU2968'RIGHT AND SILVER TANK IN THE INTERSECTION, AND STATION 230 FEET
 TU2968'WEST.
 TU2968'
 TU2968'STATION MARK IS A STANDARD DISK STAMPED KAILUA 1949, CEMENTED IN A
 TU2968'DRILL HOLE IN A BEDROCK OUTCROP PROJECTING 6 INCHES ABOVE
 TU2968'GROUND.  IT IS 13 FEET EAST OF A SMALL RAIN GAUGE AND 3.5 FEET
 TU2968'NORTHWEST OF A WHITE WITNESS POST.
 TU2968'
 TU2968'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAILUA NO 1
 TU2968'1949, CEMENTED IN A DRILL HOLE IN A LARGE BEDROCK OUTCROP ON THE
 TU2968'SOUTHEAST EDGE OF THE KNOLL AND IS 1-1/2 FEET LOWER THAN STATION
 TU2968'MARK.
 TU2968'
 TU2968'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAILUA NO 2
 TU2968'1949, CEMENTED IN A DRILL HOLE IN A LARGE, FLAT, 6 X 6-FOOT, GREY,
 TU2968'BEDROCK SLAB.  IT IS 17 FEET NORTH OF THE RAIN GAUGE AND 2.9 FEET
 TU2968'LOWER THAN STATION MARK.
 TU2968'
 TU2968'TANK IS SILVER, OF CORRUGATED IRON, 20 FEET IN DIAMETER, ABOUT 13
 TU2968'FEET DEEP, AND SETS ON 4 STEEL LEGS.  TOP OF TANK IS ABOUT 28 FEET
 TU2968'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2623 ***********************************************************************
 TU2623  DESIGNATION -  KAILUA EAST OIL TANK
 TU2623  PID         -  TU2623
 TU2623  STATE/COUNTY-  HI/HAWAII
 TU2623  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2623
 TU2623                         *CURRENT SURVEY CONTROL
 TU2623  ___________________________________________________________________
 TU2623* NAD 83(1993)-  19 38 20.88668(N)    155 59 52.85828(W)     ADJUSTED  
 TU2623* LOCAL TIDAL -                                                        
 TU2623  ___________________________________________________________________
 TU2623  EPOCH DATE  -        1993.62
 TU2623  LAPLACE CORR-          24.30  (seconds)                    DEFLEC99
 TU2623  GEOID HEIGHT-          18.88  (meters)                     GEOID03
 TU2623
 TU2623  HORZ ORDER  -  THIRD
 TU2623
 TU2623.The horizontal coordinates were established by classical geodetic methods
 TU2623.and adjusted by the National Geodetic Survey in December 1998..
 TU2623.The horizontal coordinates are valid at the epoch date displayed above.
 TU2623.The epoch date for horizontal control is a decimal equivalence
 TU2623.of Year/Month/Day.
 TU2623
 TU2623
 TU2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2623
 TU2623.The geoid height was determined by GEOID03.
 TU2623
 TU2623;                    North         East     Units Scale Factor Converg.
 TU2623;SPC HI 1     -    89,271.497   447,767.553   MT  1.00000038   -0 10 02.6
 TU2623;UTM  05      - 2,174,315.398   185,571.550   MT  1.00082222   -1 00 30.4
 TU2623;UTM  04      - 2,174,322.733   814,844.867   MT  1.00082546   +1 00 35.2
 TU2623
 TU2623                          SUPERSEDED SURVEY CONTROL
 TU2623
 TU2623  NAD 83(1986)-  19 38 20.88355(N)    155 59 52.88709(W) AD(       ) 4
 TU2623  OLD HI      -  19 38 31.57700(N)    156 00 02.75400(W) AD(       ) 3
 TU2623
 TU2623.Superseded values are not recommended for survey control.
 TU2623.NGS no longer adjusts projects to the OLD HI datum.
 TU2623.See file dsdata.txt to determine how the superseded data were derived.
 TU2623
 TU2623_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8557274315(NAD 83)
 TU2623
 TU2623  HISTORY     - Date     Condition        Report By
 TU2623  HISTORY     - UNK      MONUMENTED
 TU2623  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2623
 TU2623                          STATION DESCRIPTION
 TU2623
 TU2623'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 TU2623'STATION DESTROYED.  REPLACED BY NEW OIL TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1075 ***********************************************************************
 TU1075  DESIGNATION -  KAILUA KANEOHE RESERVOIR
 TU1075  PID         -  TU1075
 TU1075  STATE/COUNTY-  HI/HONOLULU
 TU1075  USGS QUAD   -  MOKAPU (1983)
 TU1075
 TU1075                         *CURRENT SURVEY CONTROL
 TU1075  ___________________________________________________________________
 TU1075* NAD 83(1993)-  21 25 23.87083(N)    157 45 12.00702(W)     ADJUSTED  
 TU1075* LOCAL TIDAL -                                                        
 TU1075  ___________________________________________________________________
 TU1075  EPOCH DATE  -        1993.62
 TU1075  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 TU1075  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU1075
 TU1075  HORZ ORDER  -  THIRD
 TU1075
 TU1075.The horizontal coordinates were established by classical geodetic methods
 TU1075.and adjusted by the National Geodetic Survey in December 1998..
 TU1075.No horizontal observational check was made to the station.
 TU1075.The horizontal coordinates are valid at the epoch date displayed above.
 TU1075.The epoch date for horizontal control is a decimal equivalence
 TU1075.of Year/Month/Day.
 TU1075
 TU1075
 TU1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1075
 TU1075.The geoid height was determined by GEOID03.
 TU1075
 TU1075;                    North         East     Units Scale Factor Converg.
 TU1075;SPC HI 3     -    28,434.209   525,572.629   MT  0.99999808   +0 05 24.3
 TU1075;UTM  04      - 2,369,509.766   629,203.095   MT  0.99980628   +0 27 19.5
 TU1075
 TU1075                          SUPERSEDED SURVEY CONTROL
 TU1075
 TU1075  NAD 83(1986)-  21 25 23.82119(N)    157 45 12.01440(W) AD(       ) 4
 TU1075  OLD HI      -  21 25 35.23600(N)    157 45 21.89900(W) AD(       ) 3
 TU1075
 TU1075.Superseded values are not recommended for survey control.
 TU1075.NGS no longer adjusts projects to the OLD HI datum.
 TU1075.See file dsdata.txt to determine how the superseded data were derived.
 TU1075
 TU1075_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2920369510(NAD 83)
 TU1075
 TU1075  HISTORY     - Date     Condition        Report By
 TU1075  HISTORY     - 1964     MONUMENTED       CGS
 TU1075
 TU1075                          STATION DESCRIPTION
 TU1075
 TU1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1075'LOCATED AT NORTH END OF KAILUA, ON EAST SLOPES OF
 TU1075'PUU PAPAA, AT ABOUT 220 FEET ELEVATION.  381 METERS
 TU1075'EAST-NORTHEAST OF STATION PAPAA 2, ABOUT 300 YARDS SOUTHWEST OF
 TU1075'KANEOHE BAY DRIVE, AND 0.35 MILE WEST-NORTHWEST OF INTERSECTION
 TU1075'OF MOKAPU BLVD. AND KANEHOE BAY DRIVE.
 TU1075'
 TU1075'A CONCRETE, WATER RESERVOIR 60 FEET IN DIAMETER AND 18 FEET
 TU1075'HIGH, WITH A SMALL GAUGE-HOUSE 4 X 8 FEET IN SIZE, AT EAST EDGE OF
 TU1075'TOP OF RESERVOIR AND PROJECTING 7 FEET ABOVE THE TOP.  POINT
 TU1075'INTERSECTED WAS CENTER OF GAUGE-HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2625 ***********************************************************************
 TU2625  DESIGNATION -  KAILUA LIGHT
 TU2625  PID         -  TU2625
 TU2625  STATE/COUNTY-  HI/HAWAII
 TU2625  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2625
 TU2625                         *CURRENT SURVEY CONTROL
 TU2625  ___________________________________________________________________
 TU2625* NAD 83(1993)-  19 38 16.12258(N)    156 00 03.13443(W)     ADJUSTED  
 TU2625* LOCAL TIDAL -        10.0    (meters)      33.     (feet)  VERT ANG  
 TU2625  ___________________________________________________________________
 TU2625  EPOCH DATE  -        1993.62
 TU2625  LAPLACE CORR-          24.36  (seconds)                    DEFLEC99
 TU2625  GEOID HEIGHT-          18.77  (meters)                     GEOID03
 TU2625
 TU2625  HORZ ORDER  -  THIRD
 TU2625
 TU2625.The horizontal coordinates were established by classical geodetic methods
 TU2625.and adjusted by the National Geodetic Survey in December 1998..
 TU2625.The horizontal coordinates are valid at the epoch date displayed above.
 TU2625.The epoch date for horizontal control is a decimal equivalence
 TU2625.of Year/Month/Day.
 TU2625
 TU2625.The orthometric height was determined by vertical angle observations.
 TU2625
 TU2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2625
 TU2625.The geoid height was determined by GEOID03.
 TU2625
 TU2625;                    North         East     Units Scale Factor Converg.
 TU2625;SPC HI 1     -    89,125.879   447,467.735   MT  1.00000076   -0 10 06.0
 TU2625;UTM  04      - 2,174,170.861   814,547.859   MT  1.00082315   +1 00 31.5
 TU2625;UTM  05      - 2,174,174.080   185,269.378   MT  1.00082457   -1 00 33.6
 TU2625
 TU2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2625!SPC HI 1     -   0.99999548  x   1.00000076  =   0.99999624
 TU2625!UTM  04      -   0.99999548  x   1.00082315  =   1.00081862
 TU2625!UTM  05      -   0.99999548  x   1.00082457  =   1.00082004
 TU2625
 TU2625:                Primary Azimuth Mark                     Grid Az
 TU2625:SPC HI 1     -  KAILUA MOKUAIKAUA CHURCH SPIRE           074 28 00.2
 TU2625:UTM  04      -  KAILUA MOKUAIKAUA CHURCH SPIRE           073 17 22.7
 TU2625:UTM  05      -  KAILUA MOKUAIKAUA CHURCH SPIRE           075 18 27.8
 TU2625
 TU2625|---------------------------------------------------------------------|
 TU2625| PID    Reference Object                     Distance      Geod. Az  |
 TU2625|                                                           dddmmss.s |
 TU2625| TU2593 KAILUA MOKUAIKAUA CHURCH SPIRE      APPROX. 0.8 KM 0741754.2 |
 TU2625| TU2587 SQUARE                              APPROX. 5.6 KM 0951135.7 |
 TU2625| TU2590 BRIGHT                              APPROX. 4.1 KM 1010738.4 |
 TU2625|---------------------------------------------------------------------|
 TU2625
 TU2625                          SUPERSEDED SURVEY CONTROL
 TU2625
 TU2625  NAD 83(1986)-  19 38 16.12036(N)    156 00 03.16383(W) AD(       ) 3
 TU2625  OLD HI      -  19 38 27.03000(N)    156 00 13.19000(W) AD(       ) 3
 TU2625
 TU2625.Superseded values are not recommended for survey control.
 TU2625.NGS no longer adjusts projects to the OLD HI datum.
 TU2625.See file dsdata.txt to determine how the superseded data were derived.
 TU2625
 TU2625_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1454874171(NAD 83)
 TU2625
 TU2625  HISTORY     - Date     Condition        Report By
 TU2625  HISTORY     - 1957     MONUMENTED       CGS
 TU2625  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2625  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2625
 TU2625                          STATION DESCRIPTION
 TU2625
 TU2625'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WRP)
 TU2625'THE STATION IS LOCATED ON KUKAILIMOKU POINT ON THE NORTH ENTRANCE
 TU2625'TO KAILUA BAY.  STATION IS A WHITE PYRAMIDAL CONCRETE TOWER 32
 TU2625'FEET ABOVE THE WATER.
 TU2625
 TU2625                          STATION RECOVERY (1967)
 TU2625
 TU2625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2625'STATION WAS RECOVERED, AND AN ANGLE CHECK MADE AT TRIANGULATION
 TU2625'STATIONS JUDD 1948 AND WAIAHA 1948 INDICATES THAT IT IS AT THE
 TU2625'POSITION LISTED, HOWEVER THIS ALSO CHECKS THE OLD 1928
 TU2625'POSITION.  ON CHECKING WITH THE U.S. COAST GUARD IT WAS LEARNED
 TU2625'THAT WHEN THE LIGHTHOUSE WAS REBUILT IN 1951 IT WAS BUILT AT THE
 TU2625'ORIGINAL OLD LOCATION OF 1909.  SINCE THE LIGHT WAS AT A
 TU2625'DIFFERENT LOCATION WHEN INTERSECTED IN 1948 IT WAS APPARENTLY
 TU2625'AT A TEMPORARY LOCATION AT THAT TIME.
 TU2625'
 TU2625'STATION IS THE CENTER OF THE WHITE, PYRAMIDAL, CONCRETE, LIGHT
 TU2625'TOWER LOCATED ON KUKAILIMOKU POINT, ABOUT 1/2-MILE WEST OF
 TU2625'KAILUA.  THE LIGHT ON TOP OF TOWER IS ABOUT 33 FEET ABOVE SEA
 TU2625'LEVEL.
 TU2625
 TU2625                          STATION RECOVERY (1977)
 TU2625
 TU2625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TU2625'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1957
 TU2625'DESCRIPTION IS ADEQUATE.
 TU2625'
 TU2625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2625'AT KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2617 ***********************************************************************
 TU2617  DESIGNATION -  KAILUA LIGHTHOUSE
 TU2617  PID         -  TU2617
 TU2617  STATE/COUNTY-  HI/HAWAII
 TU2617  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2617
 TU2617                         *CURRENT SURVEY CONTROL
 TU2617  ___________________________________________________________________
 TU2617* NAD 83(1993)-  19 38 16.45585(N)    156 00 03.47557(W)     ADJUSTED  
 TU2617* LOCAL TIDAL -                                                        
 TU2617  ___________________________________________________________________
 TU2617  EPOCH DATE  -        1993.62
 TU2617  LAPLACE CORR-          24.36  (seconds)                    DEFLEC99
 TU2617  GEOID HEIGHT-          18.77  (meters)                     GEOID03
 TU2617
 TU2617  HORZ ORDER  -  THIRD
 TU2617
 TU2617.The horizontal coordinates were established by classical geodetic methods
 TU2617.and adjusted by the National Geodetic Survey in December 1998..
 TU2617.The horizontal coordinates are valid at the epoch date displayed above.
 TU2617.The epoch date for horizontal control is a decimal equivalence
 TU2617.of Year/Month/Day.
 TU2617
 TU2617
 TU2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2617
 TU2617.The geoid height was determined by GEOID03.
 TU2617
 TU2617;                    North         East     Units Scale Factor Converg.
 TU2617;SPC HI 1     -    89,136.156   447,457.826   MT  1.00000078   -0 10 06.1
 TU2617;UTM  04      - 2,174,180.941   814,537.733   MT  1.00082307   +1 00 31.4
 TU2617;UTM  05      - 2,174,184.510   185,259.613   MT  1.00082464   -1 00 33.8
 TU2617
 TU2617                          SUPERSEDED SURVEY CONTROL
 TU2617
 TU2617  NAD 83(1986)-  19 38 16.45369(N)    156 00 03.50529(W) AD(       ) 4
 TU2617  OLD HI      -  19 38 27.36700(N)    156 00 13.53500(W) AD(       ) 3
 TU2617
 TU2617.Superseded values are not recommended for survey control.
 TU2617.NGS no longer adjusts projects to the OLD HI datum.
 TU2617.See file dsdata.txt to determine how the superseded data were derived.
 TU2617
 TU2617_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1453874181(NAD 83)
 TU2617
 TU2617  HISTORY     - Date     Condition        Report By
 TU2617  HISTORY     - 1948     MONUMENTED       CGS
 TU2617  HISTORY     - 1951     SEE DESCRIPTION  CGS
 TU2617  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2617  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2617
 TU2617                          STATION DESCRIPTION
 TU2617
 TU2617'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2617'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2617'
 TU2617'THE STATION IS THE CENTER AND TOP OF A FLASHING WHITE LIGHT WHICH
 TU2617'IS LOCATED ON THE TOP OF THE LIGHT TOWER OF THE KAILUA LIGHTHOUSE.
 TU2617'
 TU2617'THE LIGHT TOWER IS BUILT OVER THE LIVING QUARTERS OF THE LIGHT
 TU2617'TENDER AND IS ABOUT 35 FEET IN HEIGHT.
 TU2617'
 TU2617'THE LIGHTHOUSE IS LOCATED ON KUKAILIMOKU POINT ABOUT 0.3 MILE
 TU2617'WEST OF THE VILLAGE OF KAILUA AND ABOUT 150 FEET NORTH OF THE SEA.
 TU2617
 TU2617                          STATION RECOVERY (1951)
 TU2617
 TU2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 TU2617'NOTICE OF MARINERS NO. 52 REPORT DATED DECEMBER 29,1951--
 TU2617'
 TU2617'THE LIGHT HAS BEEN MOVED AND REESTABLISHED ABOUT 50 FEET 151 DEG
 TU2617'FROM ITS CHARTED POSITION.
 TU2617
 TU2617                          STATION RECOVERY (1964)
 TU2617
 TU2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU2617'THE STATION IS NOW A SINGLE CONCRETE STRUCTURE PAINTED WHITE.  THE
 TU2617'LIGHT KEEPERS HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION
 TU2617'NO LONGER EXISTS AND ACCORDING TO THE COAST GUARD THE HOUSE WAS
 TU2617'TORN DOWN FROM AROUND THE ORIGINAL STRUCTURE WHICH STILL STANDS.
 TU2617
 TU2617                          STATION RECOVERY (1967)
 TU2617
 TU2617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2617'STATION IS GONE.  IT WAS REMOVED AND REBUILT A SHORT DISTANCE
 TU2617'AWAY IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2593 ***********************************************************************
 TU2593  DESIGNATION -  KAILUA MOKUAIKAUA CHURCH SPIRE
 TU2593  PID         -  TU2593
 TU2593  STATE/COUNTY-  HI/HAWAII
 TU2593  USGS QUAD   -  KAILUA (1996)
 TU2593
 TU2593                         *CURRENT SURVEY CONTROL
 TU2593  ___________________________________________________________________
 TU2593* NAD 83(1993)-  19 38 22.93885(N)    155 59 37.54081(W)     ADJUSTED  
 TU2593* LOCAL TIDAL -                                                        
 TU2593  ___________________________________________________________________
 TU2593  EPOCH DATE  -        1993.62
 TU2593  LAPLACE CORR-          24.23  (seconds)                    DEFLEC99
 TU2593  GEOID HEIGHT-          19.03  (meters)                     GEOID03
 TU2593
 TU2593  HORZ ORDER  -  THIRD
 TU2593
 TU2593.The horizontal coordinates were established by classical geodetic methods
 TU2593.and adjusted by the National Geodetic Survey in December 1998..
 TU2593.The horizontal coordinates are valid at the epoch date displayed above.
 TU2593.The epoch date for horizontal control is a decimal equivalence
 TU2593.of Year/Month/Day.
 TU2593
 TU2593
 TU2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2593
 TU2593.The geoid height was determined by GEOID03.
 TU2593
 TU2593;                    North         East     Units Scale Factor Converg.
 TU2593;SPC HI 1     -    89,333.303   448,213.998   MT  0.99999980   -0 09 57.5
 TU2593;UTM  05      - 2,174,370.689   186,019.220   MT  1.00081874   -1 00 25.4
 TU2593;UTM  04      - 2,174,393.756   815,290.316   MT  1.00082893   +1 00 40.5
 TU2593
 TU2593                          SUPERSEDED SURVEY CONTROL
 TU2593
 TU2593  NAD 83(1986)-  19 38 22.93734(N)    155 59 37.55985(W) AD(       ) 4
 TU2593  OLD HI      -  19 38 33.85400(N)    155 59 47.60100(W) AD(       ) 3
 TU2593
 TU2593.Superseded values are not recommended for survey control.
 TU2593.NGS no longer adjusts projects to the OLD HI datum.
 TU2593.See file dsdata.txt to determine how the superseded data were derived.
 TU2593
 TU2593_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8601974371(NAD 83)
 TU2593
 TU2593  HISTORY     - Date     Condition        Report By
 TU2593  HISTORY     - UNK      MONUMENTED
 TU2593  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2593  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2593  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2593
 TU2593                          STATION DESCRIPTION
 TU2593
 TU2593'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2593'ON WEST COAST OF HAWAII, KONA DISTRICT, AT KAILUA, THE SPIRE OF
 TU2593'IMMENSE STONE CHURCH.  IT HAS A RED ROOF, WITH SQUARE TOWER
 TU2593'AT NORTH END, ON WHICH IS AN OCTAGONAL TOWER, SURMOUNTED
 TU2593'BY SPIRE.  THE SQUARE TOWER HAS RAILINGS AROUND IT.  ENTIRE
 TU2593'TOWER PAINTED RED WITH WHITE TRIMMINGS.  THE 1928 DETERMINATION
 TU2593'OF POSITION (WHICH WAS WELL CHECKED) DIFFERS CONSIDERABLY FROM
 TU2593'THE 1913 DETERMINATION, WHICH WAS WITHOUT CHECK.  IT IS
 TU2593'REPORTED THAT THERE HAS BEEN NO CHANGE IN THE CHURCH.
 TU2593
 TU2593                          STATION RECOVERY (1948)
 TU2593
 TU2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2593'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2593'
 TU2593'THE STATION IS THE TOP AND CENTER OF A SPIRE OF THE NORTH END OF
 TU2593'THE MOKUAIKAUA CHURCH IN THE VILLAGE OF KAILUA.
 TU2593'
 TU2593'THE CHURCH IS A VERY OLD STRUCTURE, CONSTRUCTED OF STONE AND
 TU2593'IS LOCATED IN THE SOUTHERN PART OF THE VILLAGE ACROSS FROM THE
 TU2593'OLD PALACE.
 TU2593'
 TU2593'THE SPIRE IS ABOUT 100 FEET IN HEIGHT.
 TU2593
 TU2593                          STATION RECOVERY (1967)
 TU2593
 TU2593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2593'STATION WAS RECOVERED.  LOCATED IN THE MIDDLE OF KAILUA-KONA,
 TU2593'ACROSS STREET FROM THE OLD PALACE (NOW A MUSEUM).  STATION IS THE
 TU2593'TALL SPIRE ON THE NORTH END OF THE OLD STONE AND MORTAR CHURCH
 TU2593'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1091 ***********************************************************************
 TU1091  DESIGNATION -  KAILUA RESET
 TU1091  PID         -  TU1091
 TU1091  STATE/COUNTY-  HI/HONOLULU
 TU1091  USGS QUAD   -  KANEOHE (1983)
 TU1091
 TU1091                         *CURRENT SURVEY CONTROL
 TU1091  ___________________________________________________________________
 TU1091* NAD 83(1993)-  21 23 02.32238(N)    157 46 29.74103(W)     ADJUSTED  
 TU1091* LOCAL TIDAL -       304.0    (meters)     997.     (feet)  VERT ANG  
 TU1091  ___________________________________________________________________
 TU1091  EPOCH DATE  -        1993.62
 TU1091  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 TU1091  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU1091
 TU1091  HORZ ORDER  -  FIRST
 TU1091
 TU1091.The horizontal coordinates were established by classical geodetic methods
 TU1091.and adjusted by the National Geodetic Survey in December 1998..
 TU1091.The horizontal coordinates are valid at the epoch date displayed above.
 TU1091.The epoch date for horizontal control is a decimal equivalence
 TU1091.of Year/Month/Day.
 TU1091
 TU1091.The orthometric height was determined by vertical angle observations.
 TU1091
 TU1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1091
 TU1091.The geoid height was determined by GEOID03.
 TU1091
 TU1091;                    North         East     Units Scale Factor Converg.
 TU1091;SPC HI 3     -    24,077.370   523,340.259   MT  0.99999673   +0 04 55.4
 TU1091;UTM  04      - 2,365,139.645   626,998.954   MT  0.99979930   +0 26 48.3
 TU1091
 TU1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1091!SPC HI 3     -   0.99994969  x   0.99999673  =   0.99994642
 TU1091!UTM  04      -   0.99994969  x   0.99979930  =   0.99974900
 TU1091
 TU1091:                Primary Azimuth Mark                     Grid Az
 TU1091:SPC HI 3     -  KANEOHE BAY HAWAIILOA HILL BCN           014 44 17.5
 TU1091:UTM  04      -  KANEOHE BAY HAWAIILOA HILL BCN           014 22 24.6
 TU1091
 TU1091|---------------------------------------------------------------------|
 TU1091| PID    Reference Object                     Distance      Geod. Az  |
 TU1091|                                                           dddmmss.s |
 TU1091| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX. 7.3 KM 0144912.9 |
 TU1091| TU1074 KANEOHE BAY E RADIO TOWER OF 3      APPROX. 7.9 KM 0170718.2 |
 TU1091| CJ9529 KAILUA RM 1                           7.409 METERS 02030     |
 TU1091| TU1080 KANEOHE HAWAIIAN TEL MICROWAVE      APPROX. 4.6 KM 0233321.0 |
 TU1091| CJ9530 KAILUA RM 2                           5.532 METERS 23457     |
 TU1091| TU1095 KANEOHE RAD STA KLEI MAST           APPROX. 1.9 KM 3064645.6 |
 TU1091|---------------------------------------------------------------------|
 TU1091
 TU1091                          SUPERSEDED SURVEY CONTROL
 TU1091
 TU1091  NAD 83(1986)-  21 23 02.27190(N)    157 46 29.74943(W) AD(       ) 1
 TU1091  OLD HI      -  21 23 13.68613(N)    157 46 39.62910(W) AD(       ) 1
 TU1091
 TU1091.Superseded values are not recommended for survey control.
 TU1091.NGS no longer adjusts projects to the OLD HI datum.
 TU1091.See file dsdata.txt to determine how the superseded data were derived.
 TU1091
 TU1091_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2699965140(NAD 83)
 TU1091
 TU1091  HISTORY     - Date     Condition        Report By
 TU1091  HISTORY     - 1969     MONUMENTED       CGS
 TU1091  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1091  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1091  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1091
 TU1091                          STATION DESCRIPTION
 TU1091
 TU1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1091'IN SOUTHEASTERN PART OF OAHU, ON THE HIGHEST SUMMIT OF THE LOW
 TU1091'HILLS BETWEEN THE PALI AND MOKAPU, AND ABOUT 2 MILES FROM THE PALI,
 TU1091'IN THE LAND OF KAILUA, CALLED ULUMAWAO.  BEST REACHED BY GOING
 TU1091'ALONG THE WAIMANALO ROAD FOR ABOUT 1/2 MILE FROM WHERE IT LEAVES
 TU1091'THE MAIN ROAD TO THE PALI, THENCE FOLLOWING THE PROMINENT RIDGE
 TU1091'TO THE SUMMIT PLAINLY VISIBLE AHEAD.  MARKED BY A 1 1/2-INCH
 TU1091'IRON PIPE PROJECTING SOME 5 INCHES ABOVE GROUND AND SURROUNDED
 TU1091'BY STONES.  RE-MARKED ACCORDING TO NOTE 14C IN 1929.
 TU1091
 TU1091                          STATION RECOVERY (1964)
 TU1091
 TU1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1091'THE TYPE C SIGNAL ESTABLISHED BY THE HAWAII TERRITORIAL SURVEY IN
 TU1091'1929 WAS RECOVERED IN GOOD CONDITION.  STATION WAS ORIGINALLY
 TU1091'DESCRIBED AS MARKED WITH A 1-1-2-INCH IRON PIPE, HOWEVER BECAUSE
 TU1091'OF THE SIGNAL THE MARKING COULD NOT BE CHECKED.  A COMPLETE
 TU1091'DESCRIPTION FOLLOWS--
 TU1091'
 TU1091'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF KAILUA AND 2-1/2
 TU1091'MILES SOUTHEAST OF KANEOHE, AT ABOUT 995 FEET ELEVATION, ON THE
 TU1091'HIGHEST POINT OF THE PROMINENT HILL THAT LIES JUST NORTHEAST OF
 TU1091'CASTLE JUNCTION.
 TU1091'
 TU1091'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TU1091'KAILUA RD. AND ONEAWA STREET IN KAILUA, GO SOUTHWEST ON KAILUA
 TU1091'RD. (PALI HIGHWAY) FOR 2.2 MILES.  TURN RIGHT, ON PAVED SIDE ROAD,
 TU1091'AND GO 1.3 MILES TO THE H.C. AND D. OFFICE IN KAPAA QUARRY.  GO
 TU1091'LEFT ON MAIN ROAD UPGRADE ALONG EDGE OF QUARRY FOR 0.7 MILE TO
 TU1091'END OF ROAD AND START OF BULLDOZED TRACK.  PACK SOUTHWEST UP THIS
 TU1091'OLD ROAD ABOUT 1/2 MILE TO FORK IN SADDLE.  TAKE LEFT FORK AND
 TU1091'FOLLOW DIM, VERY BRUSHY TRAIL ALONG FACE OF HILL, AT SAME
 TU1091'ELEVATION, FOR ABOUT 1/4 MILE, UNTIL BENEATH STATION POINT.  GO
 TU1091'UP VERY STEEP AND BRUSHY SLOPE ABOUT 150 YARDS TO STATION.
 TU1091'
 TU1091'STATION IS CENTER OF A 2-1/2-INCH IRON PIPE THAT PROJECTS 2
 TU1091'FEET FROM THE CENTER OF A 5-FOOT-SQUARE, CONCRETE PLATFORM THAT IS
 TU1091'FLUSH WITH THE GROUND.  IT IS ON THE HIGHEST PART OF THE VERY
 TU1091'SHARP-TOPPED, BRUSHY PEAK AND AT THE SOUTH EDGE OF A LARGE,
 TU1091'6-FOOT-DEEP PIT.  A RED AND WHITE, REMOVABLE, METAL TARGET IS SET
 TU1091'INTO THE PIPE AND PROJECTS 8 FEET ABOVE THE PLATFORM.
 TU1091
 TU1091                          STATION RECOVERY (1969)
 TU1091
 TU1091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1091'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO LOCATION.
 TU1091'
 TU1091'THE ORIGINAL STATION POINT WAS THE CENTER OF A 2-1/2 INCH IRON
 TU1091'PIPE WHICH WAS CEMENTED IN THE CENTER OF A 5 FOOT SQUARE CONCRETE
 TU1091'PLATFORM WHICH IS FLUSH WITH THE SURFACE ON THE HIGHEST POINT OF
 TU1091'THE STATION HILL.  AT THIS TIME THE IRON PIPE WAS CUT OFF FLUSH
 TU1091'WITH THE CONCRETE PLATFORM AND A STATION MARK DISK WAS CEMENTED
 TU1091'IN THE CENTER OF THE PIPE AND REFERENCE MARKS 1 AND 2 WERE
 TU1091'ESTABLISHED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 TU1091'
 TU1091'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF KANEOHE, 2.3
 TU1091'MILES SOUTHWEST OF KAILUA AND ON THE HIGHEST POINT OF A PROMINENT
 TU1091'POINT JUST TO THE NORTH OF CASTLE JUNCTION.
 TU1091'
 TU1091'TO REACH FROM THE INTERSECTION OF KAILUA ROAD AND ONEAWA STREET
 TU1091'IN KAILUA, GO SOUTHWEST ON KAILUA ROAD (PALI HIGHWAY) FOR 2.1
 TU1091'MILES TO A PAVED ROAD ON THE RIGHT AND A DRIVE-IN THEATER ON THE
 TU1091'RIGHT, TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 1.1 MILES TO
 TU1091'A FORK, KEEP LEFT FORK AND CONTINUE FOR 0.1 MILE TO THE ENTRANCE
 TU1091'TO GRAVEL PIT AND THEIR OFFICE ON THE RIGHT, BEAR LEFT AND
 TU1091'CONTINUE NORTHWEST AND WEST ON A GRAVEL ROAD 0.4 MILE TO A SIDE
 TU1091'ROAD LEFT, CONTINUE AHEAD ON THE GRAVEL ROAD FOR 1.0 MILE TO A
 TU1091'POINT WHERE THE ROAD CURVES AND STARTS NORTH AND THE END OF
 TU1091'TRUCK TRAVEL AT A CLEARED AREA ON THE RIGHT.  PACK SOUTHEAST,
 TU1091'CROSSING CREEK FOR ABOUT 75 YARDS TO A POWERLINE POLE AT THE
 TU1091'CREST OF A LOW RIDGE, BEAR RIGHT AND PACK SOUTHERLY UP VERY
 TU1091'STEEP RIDGE TO THE HIGHEST POINT AND THE STATION AS DESCRIBED.
 TU1091'1-1/2 HOUR PACK.  THE BRUSH IS VERY HEAVY THE LAST HALF OF THE
 TU1091'WAY TO THE STATION.
 TU1091'
 TU1091'STATION MARK IS A STANDARD DISK, STAMPED KAILUA 1872 1969,
 TU1091'CEMENTED IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH IS FLUSH WITH
 TU1091'THE CONCRETE PLATFORM.  IT IS ON THE HIGHEST POINT OF THE HILL.
 TU1091'
 TU1091'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, KAILUA 1872 NO 1
 TU1091'1969, BRAZED TO THE TOP OF A 2-INCH SEWER PIPE WHICH PROJECTS
 TU1091'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 1.0 FOOT
 TU1091'LOWER THAN THE STATION.
 TU1091'
 TU1091'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KAILUA 1872 NO 2
 TU1091'1969, BRAZED TO THE TOP OF A 2-INCH SEWER PIPE WHICH PROJECTS ABOUT
 TU1091'8 INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 1-1/2 FEET LOWER
 TU1091'THAN THE STATION.
 TU1091'
 TU1091'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 TU1091'
 TU1091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1091'2.0 MILES SOUTHWEST OF KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2594 ***********************************************************************
 TU2594  DESIGNATION -  KAILUA RESET
 TU2594  PID         -  TU2594
 TU2594  STATE/COUNTY-  HI/HAWAII
 TU2594  USGS QUAD   -  KAILUA (1996)
 TU2594
 TU2594                         *CURRENT SURVEY CONTROL
 TU2594  ___________________________________________________________________
 TU2594* NAD 83(1993)-  19 38 32.94525(N)    155 59 38.92866(W)     ADJUSTED  
 TU2594* LOCAL TIDAL -        24.3    (meters)      80.     (feet)  VERT ANG  
 TU2594  ___________________________________________________________________
 TU2594  EPOCH DATE  -        1993.62
 TU2594  LAPLACE CORR-          24.18  (seconds)                    DEFLEC99
 TU2594  GEOID HEIGHT-          19.03  (meters)                     GEOID03
 TU2594
 TU2594  HORZ ORDER  -  SECOND
 TU2594
 TU2594.The horizontal coordinates were established by classical geodetic methods
 TU2594.and adjusted by the National Geodetic Survey in December 1998..
 TU2594.The horizontal coordinates are valid at the epoch date displayed above.
 TU2594.The epoch date for horizontal control is a decimal equivalence
 TU2594.of Year/Month/Day.
 TU2594
 TU2594.The orthometric height was determined by vertical angle observations.
 TU2594
 TU2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2594
 TU2594.The geoid height was determined by GEOID03.
 TU2594
 TU2594;                    North         East     Units Scale Factor Converg.
 TU2594;SPC HI 1     -    89,641.115   448,174.456   MT  0.99999985   -0 09 58.0
 TU2594;UTM  05      - 2,174,679.301   185,984.173   MT  1.00081901   -1 00 26.3
 TU2594;UTM  04      - 2,174,700.945   815,244.420   MT  1.00082857   +1 00 40.5
 TU2594
 TU2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2594!SPC HI 1     -   0.99999319  x   0.99999985  =   0.99999304
 TU2594!UTM  05      -   0.99999319  x   1.00081901  =   1.00081219
 TU2594!UTM  04      -   0.99999319  x   1.00082857  =   1.00082175
 TU2594
 TU2594:                Primary Azimuth Mark                     Grid Az
 TU2594:SPC HI 1     -  NORTH MERIDIAN                           001 50 27.7
 TU2594:UTM  05      -  NORTH MERIDIAN                           002 40 56.0
 TU2594:UTM  04      -  NORTH MERIDIAN                           000 39 49.2
 TU2594
 TU2594|---------------------------------------------------------------------|
 TU2594| PID    Reference Object                     Distance      Geod. Az  |
 TU2594|                                                           dddmmss.s |
 TU2594| CN5301 NORTH MERIDIAN                                     0014029.7 |
 TU2594| CN5302 KAILUA RM 1                                        04604     |
 TU2594| TU2593 KAILUA MOKUAIKAUA CHURCH SPIRE      310.342 METERS 17231     |
 TU2594| TU2617 KAILUA LIGHTHOUSE                   APPROX. 0.9 KM 2343951.2 |
 TU2594| TU2618 KEAHUOLU PT SW RNG MARKER           APPROX. 3.6 KM 2821456.5 |
 TU2594| CN5303 KAILUA RM 2                                        31417     |
 TU2594|---------------------------------------------------------------------|
 TU2594
 TU2594                          SUPERSEDED SURVEY CONTROL
 TU2594
 TU2594  NAD 83(1986)-  19 38 32.94305(N)    155 59 38.95798(W) AD(       ) 2
 TU2594  OLD HI      -  19 38 43.85600(N)    155 59 48.98800(W) AD(       ) 2
 TU2594
 TU2594.Superseded values are not recommended for survey control.
 TU2594.NGS no longer adjusts projects to the OLD HI datum.
 TU2594.See file dsdata.txt to determine how the superseded data were derived.
 TU2594
 TU2594_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8598474679(NAD 83)
 TU2594
 TU2594  HISTORY     - Date     Condition        Report By
 TU2594  HISTORY     - 1928     MONUMENTED       CGS
 TU2594  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2594  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2594  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2594  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2594
 TU2594                          STATION DESCRIPTION
 TU2594
 TU2594'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2594'ON WEST COAST OF HAWAII, KONA DISTRICT, IN LAND OF MOEAUOA,
 TU2594'NORTHEAST OF KAILUA BAY, IN YARD OF WHAT WAS IN 1913 THE KAILUA
 TU2594'SISAL MILL, BEING IN THE CONTINUED LINE OF EAST SIDE (TANK SIDE)
 TU2594'OF BUILDING, AND 31.9 METERS FROM CORNER OF FOUNDATION.  IN 1928
 TU2594'THIS MILL WAS REPORTED AS HAVING BEEN MOVED 2 MILES FURTHER
 TU2594'NORTH, BUT THE FOUNDATIONS OF THE OLD BUILDING REMAIN IN GOOD
 TU2594'CONDITION.  KAILUA CHURCH TOWER BEARS S. 16 DEG E. ABOUT 300
 TU2594'METERS FROM THE STATION.  STATION IS 1 METER SOUTH OF A BRICK
 TU2594'PIER ERECTED BY THE BRITISH TRANSIT OF VENUS EXPEDITION IN
 TU2594'1874.  IN 1913 THE STATION AND THE REMAINS OF THE BRICK PIER
 TU2594'WERE RECOVERED.  THIS IS NOT THE PIER ACTUALLY USED BY THE
 TU2594'BRITISH EXPEDITION.  IT IS SAID THAT TWO PIERS WERE BUILT
 TU2594'AND THE OTHER ONE USED.  IT WAS NOT RECOVERED, BUT IS SAID
 TU2594'TO BE UNDER THE IKEDA HOTEL.  STATION MARKED BY TRIANGLE
 TU2594'CUT IN ROCK.  RE-MARKED IN 1928 BY STANDARD DISK STATION
 TU2594'MARK.  IN 1928 TWO STANDARD REFERENCE DISKS WERE SET AS
 TU2594'FOLLOWS--NO. 1, CEMENTED IN LAVA ROCK 6 FEET NORTH OF YARD, AND
 TU2594'NEAR ROAD.  IT IS 21.39 METERS (70.2 FEET) FROM STATION ON
 TU2594'BEARING N. 65 DEG W. (MAG.).  NO. 2, CEMENTED IN
 TU2594'SOUTHEAST CORNER OF FOUNDATION OF FORMER SISAL MILL.  IT IS
 TU2594'32.3 METERS (106 FEET) FROM STATION ON BEARING N. 25 DEG E.
 TU2594'(MAG).
 TU2594
 TU2594                          STATION RECOVERY (1948)
 TU2594
 TU2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2594'THE STATION AND MARKS WERE RECOVERED, AS DESCRIBED, IN GOOD
 TU2594'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  A
 TU2594'NEW DESCRIPTION FOLLOWS--
 TU2594'
 TU2594'THE STATION IS LOCATED ABOUT 0.2 MILE NORTHWEST OF THE KAILUA DOCK,
 TU2594'105 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD CEMENT
 TU2594'FOUNDATION OF THE KAILUA SISAL MILL, 74.5 FEET SOUTHEAST OF A FENCE
 TU2594'CORNER, 21.7 FEET EAST OF A ROCK WALL AND UNDER A CONCRETE
 TU2594'OBSERVING PLATFORM.
 TU2594'
 TU2594'THE STATION IS A STANDARD DISK, STAMPED KAILUA 1928, SET INTO A
 TU2594'DRILL HOLE IN A LAVA OUTCROP WHICH IS FLUSH WITH THE SURFACE
 TU2594'OF THE GROUND.  A CONCRETE PLATFORM, 6 FEET SQUARE, PROJECTS
 TU2594'ABOUT 4 FEET ABOVE THE STATION DISK.  A PIPE, CENTERED OVER THE
 TU2594'MARK, PROJECTS 2 FEET ABOVE THE TOP OF THE CONCRETE PLATFORM.
 TU2594'
 TU2594'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAILUA 1928,
 TU2594'SET INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 TU2594'FOUNDATION OF THE OLD SISAL MILL.  IT IS ABOUT 4 FEET HIGHER
 TU2594'THAN THE STATION.
 TU2594'
 TU2594'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAILUA 1928,
 TU2594'SET INTO A DRILL HOLE IN OUTCROPPING LAVA WHICH IS FLUSH WITH
 TU2594'THE SURFACE OF THE GROUND.  IT IS LOCATED 7 FEET EAST OF A FENCE
 TU2594'CORNER AND 3 FEET SOUTH OF A ROCK WALL.
 TU2594'
 TU2594'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED NORTH MERIDEAN 1948,
 TU2594'SET INTO A DRILL HOLE IN A LAVA OUTCROP WHICH IS FLUSH WITH THE
 TU2594'SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 300 FEET NORTH OF
 TU2594'THE STATION, 83.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 TU2594'HOUSE AND 3 FEET SOUTH OF A WIRE FENCE.
 TU2594'
 TU2594'TO REACH THE STATION FROM THE POST OFFICE IN KAILUA.  GO NORTH,
 TU2594'ON THE ROAD WHICH LEADS TOWARD WAIMEA, FOR 0.1 MILE.  TURN RIGHT,
 TU2594'ONTO A GRADED ROAD, AND GO EASTERLY FOR 0.15 MILE TO THE END OF
 TU2594'TRUCK TRAVEL AT A POINT ABOUT 80 FEET NORTH OF THE STATION.
 TU2594'
 TU2594'THE MEASUREMENTS TO THE REFERENCE MARKS WERE VERIFIED IN THE
 TU2594'FIELD AND SHOULD SUPERSEDE ALL PREVIOUS MEASUREMENTS.
 TU2594
 TU2594                          STATION RECOVERY (1968)
 TU2594
 TU2594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2594'STATION MARK, RM NO. 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 TU2594'CONDITION.  RM NO. 1 HAS BEEN DESTROYED.
 TU2594'
 TU2594'A COMPLETE DESCRIPTION FOLLOWS--
 TU2594'
 TU2594'STATION IS LOCATED ABOUT 1000 FEET NORTHEAST OF THE CENTER OF
 TU2594'KAILUA, 700 FEET EAST-NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 TU2594'11 AND 19, AND ALONG THE SOUTHEAST SIDE OF A MACADAM ROAD, IN A
 TU2594'VACANT LOT.
 TU2594'
 TU2594'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO NORTHEAST
 TU2594'0.05 MILE ON STATE HIGHWAY 19 TO CROSSROAD.  TURN RIGHT AND
 TU2594'GO 0.05 MILE, THEN TURN LEFT ON MACADAM DRIVE, UP PAST THE KONA
 TU2594'TRADEWINDS HOTEL, AND GO 0.1 MILE TO STATION ON RIGHT.
 TU2594'
 TU2594'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE CENTER
 TU2594'OF A 12 X 12-INCH CONCRETE CAP ON BEDROCK FLUSH WITH GROUND.  IT
 TU2594'IS 89 FEET SOUTHEAST OF CENTER LINE OF ROAD AND 22 FEET NORTHEAST
 TU2594'OF A STONE FENCE BETWEEN STATION AND A YELLOW HOUSE.  THERE IS
 TU2594'A TYPE A SIGNAL ERECTED OVER THE MARK, WITH THE 6-FOOT-SQUARE,
 TU2594'CONCRETE PLATFORM SUPPORTED 4 FEET ABOVE GROUND BY 2 STONE AND
 TU2594'CONCRETE PIERS, AND A RED AND WHITE METAL TARGET EXTENDING
 TU2594'ABOVE CENTER OF PLATFORM.
 TU2594'
 TU2594'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAILUA
 TU2594'1928, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK FLUSH WITH
 TU2594'GROUND, IN WEST CORNER OF THE LOT, 3 FEET SOUTHEAST OF ONE
 TU2594'STONE FENCE, 7 FEET NORTHEAST OF OTHER STONE FENCE, AND AT
 TU2594'ABOUT SAME ELEVATION AS STATION MARK.  IT IS 21.410 M (70.2 FT.)
 TU2594'FROM STATION, IN AZIMUTH 134 DEG 17 MIN 23 SEC.
 TU2594'
 TU2594'AZIMUTH MARK IS A STANDARD DISK STAMPED NORTH MERIDIAN 1948,
 TU2594'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  LOCATED
 TU2594'IN KIAWE GROVE, 83 FEET NORTHEAST OF THE EAST CORNER OF MR.
 TU2594'SPINNEYS HOUSE, 163 FEET NORTHWEST OF CENTER LINE OF MACADAM ROAD,
 TU2594'151 FEET NORTHWEST OF TELEPHONE POLE NO. 5, AND 15 FEET SOUTHWEST
 TU2594'OF A 12-FOOT-SQUARE, STONE ENCLOSURE.  IT IS ABOUT 300 FEET
 TU2594'FROM STATION, IN AZIMUTH 181 DEG 40 MIN 36.0 SEC.
 TU2594'
 TU2594'NOTE--AZIMUTH MARK STAMPING REPORTED TO BE NORTH MERIDIAN
 TU2594'1948 IN 1968, WHEREAS IN 1948 THE AZIMUTH MARK WAS REPORTED
 TU2594'STAMPED NORTH MERIDEAN 1948.
 TU2594
 TU2594                          STATION RECOVERY (1972)
 TU2594
 TU2594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2594'STATION AND REFERENCE MARKS HAVE BEEN DESTROYED.  LOCAL RESIDENTS
 TU2594'INDICATE THAT THE STATION WAS REMOVED FOR CONSTRUCTION OF A SEWER
 TU2594'SEVERAL YEARS AGO.  THE STATE OF HAWAII HAS SET SEVERAL UNSTAMPED
 TU2594'SUBSTITUTE MARKS IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1076 ***********************************************************************
 TU1076  DESIGNATION -  KAILUA TANK
 TU1076  PID         -  TU1076
 TU1076  STATE/COUNTY-  HI/HONOLULU
 TU1076  USGS QUAD   -  MOKAPU (1983)
 TU1076
 TU1076                         *CURRENT SURVEY CONTROL
 TU1076  ___________________________________________________________________
 TU1076* NAD 83(1993)-  21 25 26.68161(N)    157 45 15.05806(W)     ADJUSTED  
 TU1076* LOCAL TIDAL -                                                        
 TU1076  ___________________________________________________________________
 TU1076  EPOCH DATE  -        1993.62
 TU1076  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 TU1076  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU1076
 TU1076  HORZ ORDER  -  THIRD
 TU1076
 TU1076.The horizontal coordinates were established by classical geodetic methods
 TU1076.and adjusted by the National Geodetic Survey in December 1998..
 TU1076.The horizontal coordinates are valid at the epoch date displayed above.
 TU1076.The epoch date for horizontal control is a decimal equivalence
 TU1076.of Year/Month/Day.
 TU1076
 TU1076
 TU1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1076
 TU1076.The geoid height was determined by GEOID03.
 TU1076
 TU1076;                    North         East     Units Scale Factor Converg.
 TU1076;SPC HI 3     -    28,520.520   525,484.629   MT  0.99999802   +0 05 23.2
 TU1076;UTM  04      - 2,369,595.498   629,114.563   MT  0.99980600   +0 27 18.4
 TU1076
 TU1076                          SUPERSEDED SURVEY CONTROL
 TU1076
 TU1076  NAD 83(1986)-  21 25 26.63190(N)    157 45 15.06584(W) AD(       ) 4
 TU1076  OLD HI      -  21 25 38.04400(N)    157 45 24.95100(W) AD(       ) 3
 TU1076
 TU1076.Superseded values are not recommended for survey control.
 TU1076.NGS no longer adjusts projects to the OLD HI datum.
 TU1076.See file dsdata.txt to determine how the superseded data were derived.
 TU1076
 TU1076_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2911569595(NAD 83)
 TU1076
 TU1076  HISTORY     - Date     Condition        Report By
 TU1076  HISTORY     - 1932     MONUMENTED       CGS
 TU1076  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1076
 TU1076                          STATION DESCRIPTION
 TU1076
 TU1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1076'ON THE MOKAPU PENINSULA, MIDWAY BETWEEN KAILUA AND KANEOHE BAY,
 TU1076'ABOUT 1/4 MILE S OF NUUPIA POND, ON A SHOULDER OF A RIDGE RUNNING
 TU1076'SW AT AN ELEVATION OF 317 FEET.  A WOODEN WATER TANK ABOUT 30 FEET
 TU1076'IN DIAMETER AND ABOUT 25 FEET HIGH.  THE TANK HAS A CONICAL ROOF
 TU1076'WITH A 3-FOOT FINIAL.
 TU1076
 TU1076                          STATION RECOVERY (1964)
 TU1076
 TU1076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1076'THE TANK HAS BEEN REMOVED, HOWEVER THE CONCRETE FOUNDATIONS REMAIN
 TU1076'IN PLACE AS SHOWN BY THE DIAGRAM BELOW.
 TU1076'
 TU1076'LOCATED AT THE NORTH END OF KAILUA, ON THE EAST SLOPES OF PUU
 TU1076'PAPAA, 338 METERS EAST-NORTHEAST OF STATION PAPAA 2, 300 YARDS
 TU1076'SOUTHWEST OF KANEOHE BAY DRIVE, AND 140 YARDS NORTHWEST, UPRIDGE,
 TU1076'FROM KAILUA, KANEOHE RESERVOIR.
 TU1076'
 TU1076'THERE ARE 36 CONCRETE BLOCKS, SIGHTLY TAPERING, PROJECTING ABOUT
 TU1076'2 FEET ABOVE GROUND, AND EACH WITH AN IRON PIN IN TOP.  THE
 TU1076'PATTERN IS 22.7 X 22.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2624 ***********************************************************************
 TU2624  DESIGNATION -  KAILUA WEST OIL TANK
 TU2624  PID         -  TU2624
 TU2624  STATE/COUNTY-  HI/HAWAII
 TU2624  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2624
 TU2624                         *CURRENT SURVEY CONTROL
 TU2624  ___________________________________________________________________
 TU2624* NAD 83(1993)-  19 38 20.27051(N)    155 59 52.66467(W)     ADJUSTED  
 TU2624* LOCAL TIDAL -                                                        
 TU2624  ___________________________________________________________________
 TU2624  EPOCH DATE  -        1993.62
 TU2624  LAPLACE CORR-          24.30  (seconds)                    DEFLEC99
 TU2624  GEOID HEIGHT-          18.88  (meters)                     GEOID03
 TU2624
 TU2624  HORZ ORDER  -  THIRD
 TU2624
 TU2624.The horizontal coordinates were established by classical geodetic methods
 TU2624.and adjusted by the National Geodetic Survey in December 1998..
 TU2624.The horizontal coordinates are valid at the epoch date displayed above.
 TU2624.The epoch date for horizontal control is a decimal equivalence
 TU2624.of Year/Month/Day.
 TU2624
 TU2624
 TU2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2624
 TU2624.The geoid height was determined by GEOID03.
 TU2624
 TU2624;                    North         East     Units Scale Factor Converg.
 TU2624;SPC HI 1     -    89,252.533   447,773.138   MT  1.00000037   -0 10 02.5
 TU2624;UTM  05      - 2,174,296.338   185,576.860   MT  1.00082218   -1 00 30.3
 TU2624;UTM  04      - 2,174,303.872   814,850.845   MT  1.00082550   +1 00 35.3
 TU2624
 TU2624                          SUPERSEDED SURVEY CONTROL
 TU2624
 TU2624  NAD 83(1986)-  19 38 20.26804(N)    155 59 52.69396(W) AD(       ) 4
 TU2624  OLD HI      -  19 38 31.32900(N)    156 00 02.82500(W) AD(       ) 3
 TU2624
 TU2624.Superseded values are not recommended for survey control.
 TU2624.NGS no longer adjusts projects to the OLD HI datum.
 TU2624.See file dsdata.txt to determine how the superseded data were derived.
 TU2624
 TU2624_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8557774296(NAD 83)
 TU2624
 TU2624  HISTORY     - Date     Condition        Report By
 TU2624  HISTORY     - UNK      MONUMENTED
 TU2624  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2624
 TU2624                          STATION DESCRIPTION
 TU2624
 TU2624'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 TU2624'STATION DESTROYED.  REPLACED BY NEW OIL TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1192 ***********************************************************************
 TU1192  DESIGNATION -  KAIMUKI
 TU1192  PID         -  TU1192
 TU1192  STATE/COUNTY-  HI/HONOLULU
 TU1192  USGS QUAD   -  HONOLULU (1983)
 TU1192
 TU1192                         *CURRENT SURVEY CONTROL
 TU1192  ___________________________________________________________________
 TU1192* NAD 83(1993)-  21 16 40.79017(N)    157 47 57.82397(W)     ADJUSTED  
 TU1192* LOCAL TIDAL -        92.     (meters)     302.     (feet)  VERT ANG  
 TU1192  ___________________________________________________________________
 TU1192  EPOCH DATE  -        1993.62
 TU1192  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 TU1192  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1192
 TU1192  HORZ ORDER  -  SECOND
 TU1192
 TU1192.The horizontal coordinates were established by classical geodetic methods
 TU1192.and adjusted by the National Geodetic Survey in December 1998..
 TU1192.The horizontal coordinates are valid at the epoch date displayed above.
 TU1192.The epoch date for horizontal control is a decimal equivalence
 TU1192.of Year/Month/Day.
 TU1192
 TU1192.The orthometric height was determined by vertical angle observations.
 TU1192.No vertical observational check was made to the station.
 TU1192
 TU1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1192
 TU1192.The geoid height was determined by GEOID03.
 TU1192
 TU1192;                    North         East     Units Scale Factor Converg.
 TU1192;SPC HI 3     -    12,339.618   520,817.885   MT  0.99999535   +0 04 22.1
 TU1192;UTM  04      - 2,353,388.471   624,551.653   MT  0.99979170   +0 26 08.7
 TU1192
 TU1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1192!SPC HI 3     -   0.99998309  x   0.99999535  =   0.99997844
 TU1192!UTM  04      -   0.99998309  x   0.99979170  =   0.99977479
 TU1192
 TU1192|---------------------------------------------------------------------|
 TU1192| PID    Reference Object                     Distance      Geod. Az  |
 TU1192|                                                           dddmmss.s |
 TU1192| TU1191 KAIMUKI FIRE STATION                 47.617 METERS 00258     |
 TU1192| TU1177 TANK                                APPROX. 3.7 KM 0761105.7 |
 TU1192| TU1178 GABLE                               APPROX. 3.7 KM 0763431.7 |
 TU1192| TU1176 BARN                                APPROX. 3.7 KM 0770710.9 |
 TU1192| TU1018 RADIO TOWER                         APPROX.11.8 KM 0861702.5 |
 TU1192| TU1029 MAST MOST WESTERLY RADIO MAST       APPROX. 9.6 KM 0902404.7 |
 TU1192| TU1174 WAILUPE FLAGSTAFF                   APPROX. 4.1 KM 0922142.8 |
 TU1192| TU1173 NORTHMOST HIGH MAST                 APPROX. 4.1 KM 0925000.2 |
 TU1192| TU1172 WAILUPE CUPOLA                      APPROX. 4.1 KM 0932137.6 |
 TU1192| TU1333 ULT                                 APPROX. 4.3 KM 0960833.5 |
 TU1192| TU1032 MAUNALUA BAY DATUM POINT            APPROX. 9.3 KM 0972816.0 |
 TU1192| TU1031 KOKO HEAD DATUM POINT               APPROX. 9.5 KM 1020632.9 |
 TU1192| CJ9531 KAIMUKI RM 1                         16.319 METERS 12145     |
 TU1192| TU1183 BLACK POINT DATUM POINT             APPROX. 2.6 KM 1322245.6 |
 TU1192| CJ9532 KAIMUKI RM 2                          9.250 METERS 20935     |
 TU1192| TU1340 MOANA HOTEL FLAGSTAFF               APPROX. 2.8 KM 2665017.5 |
 TU1192| TU1230 FORT DE RUSSY FLAGPOLE              APPROX. 3.6 KM 2754407.8 |
 TU1192| TU1236 HONOLULU KAISER HOTEL KHVH TWR      APPROX. 3.9 KM 2761204.5 |
 TU1192| TU1238 HONOLULU RADIO STA KHVH TOWER       APPROX. 4.0 KM 2784712.9 |
 TU1192| TU1231 FORT DE RUSSY SOUTH RADIO MAST      APPROX. 3.8 KM 2791830.1 |
 TU1192| TU1232 FORT DE RUSSY NORTH RADIO MAST      APPROX. 3.8 KM 2802208.4 |
 TU1192| TU1285 HONOLULU KEWALO BASIN KGU TWR       APPROX. 6.6 KM 2831628.4 |
 TU1192| TU1282 HONOLULU INCINERATOR STACK          APPROX. 6.5 KM 2835322.9 |
 TU1192| TU1259 HONOLULU TV STA KHVH TOWER          APPROX. 5.4 KM 2870359.2 |
 TU1192| TU1275 ALLEN AND ROBINSON WAREHOUSE        APPROX. 6.3 KM 2872710.5 |
 TU1192| TU1262 HONOLULU TV STATION KONA TOWER      APPROX. 5.6 KM 2872709.4 |
 TU1192| TU1314 FORT ARMSTRONG FLAGSTAFF            APPROX. 7.4 KM 2874712.7 |
 TU1192| TU1216 HONOLULU RADIO STA KORL TOWER       APPROX. 2.7 KM 2881512.7 |
 TU1192| TU1300 CREMATORY RED BRICK CHIMNEY         APPROX. 7.0 KM 2881915.7 |
 TU1192| TU1269 HONOLULU RADIO STA KIKI TOWER       APPROX. 6.3 KM 2891948.6 |
 TU1192| TU1345 HONOLULU LIGHTHOUSE                 APPROX. 7.7 KM 2900248.8 |
 TU1192| TU1308 IMMIGRATION BUILDING FLAGSTAFF      APPROX. 7.2 KM 2902319.9 |
 TU1192| TU1244 HONOLULU RADIO STA KGMB TOWER       APPROX. 4.5 KM 2921133.8 |
 TU1192| TU1299 HONOLULU HAWAII ELEC N TW STK       APPROX. 7.3 KM 2945124.6 |
 TU1192| TU1301 HAWAIIAN ELECTRIC CO SE STACK       APPROX. 7.4 KM 2950205.5 |
 TU1192| TU1303 HAWAIIAN ELECTRIC CO NW STACK       APPROX. 7.4 KM 2950901.2 |
 TU1192| TU1268 RADIO STATION KGU WEST TOWER        APPROX. 6.5 KM 2951215.8 |
 TU1192| TU1267 RADIO STATION KGU EAST TOWER        APPROX. 6.5 KM 2952802.1 |
 TU1192| TU1281 POST OFFICE SE TOWER FLAGSTAFF      APPROX. 7.1 KM 2955856.6 |
 TU1192| TU1284 POST OFFICE NW TWR INSTRUM CUP      APPROX. 7.1 KM 2960918.3 |
 TU1192| TU1271 HONOLULU NEW CITY HALL CUPOLA       APPROX. 6.7 KM 2965340.2 |
 TU1192| TU1272 HONOLULU ST ANDREW CATH HI TWR      APPROX. 7.0 KM 3003429.4 |
 TU1192| TU1217 KUMULAE                             APPROX. 3.2 KM 3011113.4 |
 TU1192| TU1234 HONOLULU MORMON CHURCH SPIRE        APPROX. 4.5 KM 3021212.2 |
 TU1192| TU1227 HONOLULU CENTRAL UNION CHURCH       APPROX. 4.2 KM 3025703.0 |
 TU1192| TU1258 PUNCHBOWL RESET                     APPROX. 6.4 KM 3061742.8 |
 TU1192| TU1239 LUNALILO HOME SPIRE                 APPROX. 5.2 KM 3101230.9 |
 TU1192| TU1198 HONOLULU SAC HEART ACAD CROSS       APPROX. 1.2 KM 3194108.7 |
 TU1192| TU1193 HONOLULU RADIO STA KAIM TOWER       478.294 METERS 3581104.1 |
 TU1192|---------------------------------------------------------------------|
 TU1192
 TU1192                          SUPERSEDED SURVEY CONTROL
 TU1192
 TU1192  NAD 83(1986)-  21 16 40.73976(N)    157 47 57.83291(W) AD(       ) 2
 TU1192  OLD HI      -  21 16 52.13094(N)    157 48 07.70282(W) AD(       ) 2
 TU1192
 TU1192.Superseded values are not recommended for survey control.
 TU1192.NGS no longer adjusts projects to the OLD HI datum.
 TU1192.See file dsdata.txt to determine how the superseded data were derived.
 TU1192
 TU1192_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2455253388(NAD 83)
 TU1192
 TU1192  HISTORY     - Date     Condition        Report By
 TU1192  HISTORY     - 1872     MONUMENTED       CGS
 TU1192  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1192  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1192  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1192  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1192  HISTORY     - 19990422 MARK NOT FOUND   USPSQD
 TU1192
 TU1192                          STATION DESCRIPTION
 TU1192
 TU1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1192'IN SOUTHEASTERN PART OF OAHU, ON TELEGRAPH HILL, SOUTH OF THE
 TU1192'ENTRANCE TO PALOLO VALLEY.  MARKED BY A GRANITE POST 6 INCHES
 TU1192'SQUARE, WHICH WAS LATER SURROUNDED BY A CONCRETE PIER 6 FEET
 TU1192'SQUARE.  IN 1910 IT WAS REPORTED LOST, A RESERVOIR HAVING BEEN
 TU1192'BUILT ON THE SITE, BUT IN 1925 IT WAS REPORTED AS RECOVERED,
 TU1192'BEING ON TOP OF THE COVERED RESERVOIR WHICH IS ON TELEGRAPH HILL,
 TU1192'KAIMUKI, BEHIND THE FIRE STATION, PAHOA AND KOKOHEAD
 TU1192'STREETS.  THE MARK WAS THEN DESCRIBED AS A SYMMETRICAL BLOCK OF
 TU1192'CONCRETE ABOUT 5 FEET SQUARE, FROM THE CENTER OF WHICH A
 TU1192'GALVANIZED IRON PIPE PROJECTED ABOUT 1 FOOT.  A METAL DRUM,
 TU1192'TO SERVE AS A TARGET, WAS MADE TO MOUNT INTO TOP OF PIPE.  IT
 TU1192'IS EASILY REMOVABLE.
 TU1192
 TU1192                          STATION RECOVERY (1961)
 TU1192
 TU1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1192'THE STATION WAS RECOVERED.
 TU1192'
 TU1192'IT IS A STANDARD TYPE C HAWAIIAN TERRITORY SURVEY MARKER SET ON TOP
 TU1192'OF AN ABANDONED RESERVOIR ON TELEGRAPH HILL IN KAIMUKI.  THE
 TU1192'STATION IS JUST EAST OF THE KAIMUKI FIRE STATION AND A TRAIL
 TU1192'LEADS FROM THE PARKING LOT AT THE FIRE STATION TO THE TOP OF THE
 TU1192'HILL AND THE STATION.
 TU1192
 TU1192                          STATION RECOVERY (1963)
 TU1192
 TU1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1192'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO NEW
 TU1192'REFERENCE MARKS, NUMBERS ONE AND TWO, WERE ESTABLISHED.  A
 TU1192'COMPLETE DESCRIPTION FOLLOWS--
 TU1192'
 TU1192'STATION IS LOCATED ABOUT 4-1/4 MILES AIRLINE EAST-SOUTHEAST OF
 TU1192'THE FEDERAL BUILDING IN HONOLULU.  IN THE KAIMUKI DISTRICT, AT
 TU1192'THE SOUTH SIDE OF THE KAIMUKI FIRE STATION, ON A HILL OF ABOUT
 TU1192'250 FEET ELEVATION.  IT IS ON THE FLAT, CONCRETE ROOF OF AN OLD,
 TU1192'60 X 120-FOOT, CONCRETE STRUCTURE THAT EXTENDS FROM ABOUT 5 TO
 TU1192'12 FEET ABOVE GROUND.
 TU1192'
 TU1192'TO REACH STATION FROM THE POST OFFICE IN KAIMUKI, GO SOUTHWEST
 TU1192'ON KOKO HEAD AVE FOR 0.2 MILE.  TURN LEFT AND GO SOUTHEAST ON
 TU1192'PAHOA AVE FOR 0.05 MILE.  TURN RIGHT AND GO UPGRADE 0.05 MILE ON
 TU1192'OCEAN VIEW DRIVE TO OLD TRACK ROAD ON RIGHT, OPPOSITE HOME AT
 TU1192'929 OCEAN VIEW DRIVE.  TURN SHARP RIGHT AND GO UP STEEP TRACK
 TU1192'ROAD FOR 0.05 MILE TO END OF ROAD AND STATION.
 TU1192'
 TU1192'STATION IS CENTER OF THE 2-1/2-INCH, IRON PIPE THAT PROJECTS
 TU1192'1.8 FEET FROM THE CENTER OF A 6-FOOT-SQUARE, CONCRETE PLATFORM
 TU1192'WHICH EXTENDS 1.3 FEET ABOVE THE CONCRETE ROOF.  IT IS 4.7 FEET
 TU1192'SOUTHWEST FROM THE NORTHEAST EDGE OF THE ROOF, 83 FEET NORTHEAST
 TU1192'OF A SMALL, CONCRETE BUILDING THAT SETS ON THE SOUTHWEST CORNER
 TU1192'OF THE ROOF, AND 45-1/2 FEET NORTHWEST FROM SOUTHEAST END OF
 TU1192'ROOF.
 TU1192'
 TU1192'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAIMUKI NO
 TU1192'1 1872-1927 1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF, 1
 TU1192'FOOT NORTHWEST FROM SOUTHEAST EDGE OF ROOF AND 3 FEET LOWER THAN
 TU1192'TOP OF STATION PIPE.
 TU1192'
 TU1192'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAIMUKI NO
 TU1192'2 1872-1927 1963, CEMENTED IN A DRILL HOLE IN THE EXACT CENTER
 TU1192'OF THE CONCRETE ROOF.  IT IS 3 FEET LOWER THAN TOP OF STATION PIPE.
 TU1192
 TU1192                          STATION RECOVERY (1969)
 TU1192
 TU1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1192'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1192'DESCRIBED, AND IN GOOD CONDITION.  THE CENTER OF A 2-1/2 INCH
 TU1192'PIPE, WHICH WAS PREVIOUSLY THE MARK WAS HELD, AND A STANDARD
 TU1192'DISK STAMPED KAIMUKI 1872 1927 1969, WAS CEMENTED IN A DRILL HOLE
 TU1192'IN THE CENTER OF A CONCRETE PLATFORM WHICH ORIGINALLY SUPPORTED A
 TU1192'TYPE C HAWAIIAN TERRITORIAL SURVEY SIGNAL.
 TU1192'
 TU1192'THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2 WERE NOT
 TU1192'CHECKED AT THIS TIME.
 TU1192'
 TU1192'A GEODIMETER TRAVERSE WAS MADE BETWEEN KAIMUKI 1872 1927 1969 AND
 TU1192'DIAMOND HEAD 2.
 TU1192'
 TU1192'GEODIMETER DISTANCE 2395.504 METERS OR (7,859.17 FT.)
 TU1192'
 TU1192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1192'IN KAIMUKI.
 TU1192
 TU1192                          STATION RECOVERY (1999)
 TU1192
 TU1192'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1191 ***********************************************************************
 TU1191  DESIGNATION -  KAIMUKI FIRE STATION
 TU1191  PID         -  TU1191
 TU1191  STATE/COUNTY-  HI/HONOLULU
 TU1191  USGS QUAD   -  HONOLULU (1983)
 TU1191
 TU1191                         *CURRENT SURVEY CONTROL
 TU1191  ___________________________________________________________________
 TU1191* NAD 83(1993)-  21 16 42.33632(N)    157 47 57.73859(W)     ADJUSTED  
 TU1191* LOCAL TIDAL -                                                        
 TU1191  ___________________________________________________________________
 TU1191  EPOCH DATE  -        1993.62
 TU1191  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 TU1191  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1191
 TU1191  HORZ ORDER  -  THIRD
 TU1191
 TU1191.The horizontal coordinates were established by classical geodetic methods
 TU1191.and adjusted by the National Geodetic Survey in December 1998..
 TU1191.The horizontal coordinates are valid at the epoch date displayed above.
 TU1191.The epoch date for horizontal control is a decimal equivalence
 TU1191.of Year/Month/Day.
 TU1191
 TU1191
 TU1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1191
 TU1191.The geoid height was determined by GEOID03.
 TU1191
 TU1191;                    North         East     Units Scale Factor Converg.
 TU1191;SPC HI 3     -    12,387.174   520,820.286   MT  0.99999535   +0 04 22.1
 TU1191;UTM  04      - 2,353,436.031   624,553.752   MT  0.99979171   +0 26 08.8
 TU1191
 TU1191                          SUPERSEDED SURVEY CONTROL
 TU1191
 TU1191  NAD 83(1986)-  21 16 42.28523(N)    157 47 57.74732(W) AD(       ) 4
 TU1191  OLD HI      -  21 16 53.67656(N)    157 48 07.61926(W) AD(       ) 3
 TU1191
 TU1191.Superseded values are not recommended for survey control.
 TU1191.NGS no longer adjusts projects to the OLD HI datum.
 TU1191.See file dsdata.txt to determine how the superseded data were derived.
 TU1191
 TU1191_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2455453436(NAD 83)
 TU1191
 TU1191  HISTORY     - Date     Condition        Report By
 TU1191  HISTORY     - 1925     MONUMENTED       CGS
 TU1191  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1191  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1191  HISTORY     - 19990422 GOOD             USPSQD
 TU1191
 TU1191                          STATION DESCRIPTION
 TU1191
 TU1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1191'IN SOUTHEASTERN OAHU, NORTH OF DIAMOND HEAD, THE TALL, SLENDER,
 TU1191'SQUARE, YELLOW TOWER OF THE KAIMUKI FIRE STATION.  IT HAS RED
 TU1191'PYRAMIDAL ROOF.  SHOWS WHEN APPROACHING FROM EITHER EAST OR WEST
 TU1191'IN THE CENTER OF THE GENTLE RISE BEHIND DIAMOND HEAD.  APPEARS
 TU1191'ON THE NORTH SIDE OF SMALL STEEP MOUND CONTAINING RESERVOIR.
 TU1191
 TU1191                          STATION RECOVERY (1964)
 TU1191
 TU1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1191'STATION WAS RECOVERED.  LOCATED IN HIGHEST PART OF KAIMUKI, AT
 TU1191'THE INTERSECTION OF PAHOA AND KOKO HEAD AVENUES, AT THE KAIMUKI
 TU1191'FIRE STATION, ABOUT 50 YARDS NORTH OF TRIANGULATION STATION
 TU1191'KAIMUKI.
 TU1191'
 TU1191'STATION IS THE TALL, SQUARE, TAN TOWER, WITH RED TILE PYRAMIDAL
 TU1191'ROOF, ON THE KAIMUKI FIRE STATION.  TOP OF TOWER IS ABOUT 50 FEET
 TU1191'ABOVE GROUND.
 TU1191
 TU1191                          STATION RECOVERY (1969)
 TU1191
 TU1191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1191'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1191'BY D. G. RUSHFORD IN 1964.
 TU1191
 TU1191                          STATION RECOVERY (1999)
 TU1191
 TU1191'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1184 ***********************************************************************
 TU1184  DESIGNATION -  KAIMUKI KAHALA TOWERS ANTENNA
 TU1184  PID         -  TU1184
 TU1184  STATE/COUNTY-  HI/HONOLULU
 TU1184  USGS QUAD   -  HONOLULU (1983)
 TU1184
 TU1184                         *CURRENT SURVEY CONTROL
 TU1184  ___________________________________________________________________
 TU1184* NAD 83(1993)-  21 16 44.71498(N)    157 47 05.59360(W)     ADJUSTED  
 TU1184* LOCAL TIDAL -                                                        
 TU1184  ___________________________________________________________________
 TU1184  EPOCH DATE  -        1993.62
 TU1184  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 TU1184  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1184
 TU1184  HORZ ORDER  -  THIRD
 TU1184
 TU1184.The horizontal coordinates were established by classical geodetic methods
 TU1184.and adjusted by the National Geodetic Survey in December 1998..
 TU1184.The horizontal coordinates are valid at the epoch date displayed above.
 TU1184.The epoch date for horizontal control is a decimal equivalence
 TU1184.of Year/Month/Day.
 TU1184
 TU1184
 TU1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1184
 TU1184.The geoid height was determined by GEOID03.
 TU1184
 TU1184;                    North         East     Units Scale Factor Converg.
 TU1184;SPC HI 3     -    12,462.311   522,323.350   MT  0.99999616   +0 04 41.0
 TU1184;UTM  04      - 2,353,520.670   626,056.007   MT  0.99979636   +0 26 27.7
 TU1184
 TU1184                          SUPERSEDED SURVEY CONTROL
 TU1184
 TU1184  NAD 83(1986)-  21 16 44.66401(N)    157 47 05.60295(W) AD(       ) 4
 TU1184  OLD HI      -  21 16 56.05586(N)    157 47 15.47246(W) AD(       ) 3
 TU1184
 TU1184.Superseded values are not recommended for survey control.
 TU1184.NGS no longer adjusts projects to the OLD HI datum.
 TU1184.See file dsdata.txt to determine how the superseded data were derived.
 TU1184
 TU1184_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2605653521(NAD 83)
 TU1184
 TU1184  HISTORY     - Date     Condition        Report By
 TU1184  HISTORY     - 1969     MONUMENTED       CGS
 TU1184  HISTORY     - 19990418 GOOD             USPSQD
 TU1184
 TU1184                          STATION DESCRIPTION
 TU1184
 TU1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1184'THE STATION IS THE T.V. ANTENNA ON TOP OF THE ELEVATOR
 TU1184'SHAFT.  LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 TU1184'KILAUEA AVENUE AND KALANIANAOLE HY, IT IS A TAN BUILDING THAT
 TU1184'IS 27 FLOORS HIGH.
 TU1184
 TU1184                          STATION RECOVERY (1999)
 TU1184
 TU1184'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1186 ***********************************************************************
 TU1186  DESIGNATION -  KAIMUKI LIBERTY HOUSE FLAGPOLE
 TU1186  PID         -  TU1186
 TU1186  STATE/COUNTY-  HI/HONOLULU
 TU1186  USGS QUAD   -  HONOLULU (1983)
 TU1186
 TU1186                         *CURRENT SURVEY CONTROL
 TU1186  ___________________________________________________________________
 TU1186* NAD 83(1993)-  21 16 37.45726(N)    157 47 08.32174(W)     ADJUSTED  
 TU1186* LOCAL TIDAL -                                                        
 TU1186  ___________________________________________________________________
 TU1186  EPOCH DATE  -        1993.62
 TU1186  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 TU1186  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1186
 TU1186  HORZ ORDER  -  THIRD
 TU1186
 TU1186.The horizontal coordinates were established by classical geodetic methods
 TU1186.and adjusted by the National Geodetic Survey in December 1998..
 TU1186.The horizontal coordinates are valid at the epoch date displayed above.
 TU1186.The epoch date for horizontal control is a decimal equivalence
 TU1186.of Year/Month/Day.
 TU1186
 TU1186
 TU1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1186
 TU1186.The geoid height was determined by GEOID03.
 TU1186
 TU1186;                    North         East     Units Scale Factor Converg.
 TU1186;SPC HI 3     -    12,238.988   522,245.010   MT  0.99999611   +0 04 40.0
 TU1186;UTM  04      - 2,353,296.901   625,979.099   MT  0.99979612   +0 26 26.6
 TU1186
 TU1186                          SUPERSEDED SURVEY CONTROL
 TU1186
 TU1186  NAD 83(1986)-  21 16 37.40629(N)    157 47 08.33111(W) AD(       ) 4
 TU1186  OLD HI      -  21 16 48.79770(N)    157 47 18.20048(W) AD(       ) 3
 TU1186
 TU1186.Superseded values are not recommended for survey control.
 TU1186.NGS no longer adjusts projects to the OLD HI datum.
 TU1186.See file dsdata.txt to determine how the superseded data were derived.
 TU1186
 TU1186_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2597953297(NAD 83)
 TU1186
 TU1186  HISTORY     - Date     Condition        Report By
 TU1186  HISTORY     - 1969     MONUMENTED       CGS
 TU1186  HISTORY     - 19990418 GOOD             USPSQD
 TU1186
 TU1186                          STATION DESCRIPTION
 TU1186
 TU1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1186'THE STATION IS THE BALL ON TOP OF THE POLE.  LOCATED IN THE
 TU1186'SOUTHEAST SIDE OF HONOLULU AT THE KAHALA MALL, IT IS ON THE
 TU1186'NORTHEAST SIDE OF THE TOP FLOOR OF THE LIBERTY HOUSE STORE AND
 TU1186'THE POLE IS ABOUT 70 FEET HIGH.
 TU1186
 TU1186                          STATION RECOVERY (1999)
 TU1186
 TU1186'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2569 ***********************************************************************
 TU2569  DESIGNATION -  KAINALIU LANAKILA CHURCH SPIRE
 TU2569  PID         -  TU2569
 TU2569  STATE/COUNTY-  HI/HAWAII
 TU2569  USGS QUAD   -  KEALAKEKUA (1996)
 TU2569
 TU2569                         *CURRENT SURVEY CONTROL
 TU2569  ___________________________________________________________________
 TU2569* NAD 83(1993)-  19 32 05.73960(N)    155 55 42.65024(W)     ADJUSTED  
 TU2569* LOCAL TIDAL -                                                        
 TU2569  ___________________________________________________________________
 TU2569  EPOCH DATE  -        1993.62
 TU2569  LAPLACE CORR-          24.95  (seconds)                    DEFLEC99
 TU2569  GEOID HEIGHT-          20.55  (meters)                     GEOID03
 TU2569
 TU2569  HORZ ORDER  -  THIRD
 TU2569
 TU2569.The horizontal coordinates were established by classical geodetic methods
 TU2569.and adjusted by the National Geodetic Survey in December 1998..
 TU2569.The horizontal coordinates are valid at the epoch date displayed above.
 TU2569.The epoch date for horizontal control is a decimal equivalence
 TU2569.of Year/Month/Day.
 TU2569
 TU2569
 TU2569.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2569
 TU2569.The geoid height was determined by GEOID03.
 TU2569
 TU2569;                    North         East     Units Scale Factor Converg.
 TU2569;SPC HI 1     -    77,716.133   455,028.210   MT  0.99999166   -0 08 35.8
 TU2569;UTM  05      - 2,162,645.653   192,667.912   MT  1.00076768   -0 58 48.0
 TU2569;UTM  04      - 2,162,908.785   822,347.233   MT  1.00088459   +1 01 40.6
 TU2569
 TU2569                          SUPERSEDED SURVEY CONTROL
 TU2569
 TU2569  NAD 83(1986)-  19 32 05.73599(N)    155 55 42.68485(W) AD(       ) 4
 TU2569  OLD HI      -  19 32 16.61000(N)    155 55 52.73000(W) AD(       ) 3
 TU2569
 TU2569.Superseded values are not recommended for survey control.
 TU2569.NGS no longer adjusts projects to the OLD HI datum.
 TU2569.See file dsdata.txt to determine how the superseded data were derived.
 TU2569
 TU2569_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9266862646(NAD 83)
 TU2569
 TU2569  HISTORY     - Date     Condition        Report By
 TU2569  HISTORY     - 1913     MONUMENTED       CGS
 TU2569  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2569
 TU2569                          STATION DESCRIPTION
 TU2569
 TU2569'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2569'NEAR THE WESTERN COAST OF HAWAII, ABOUT 50 METERS BELOW THE
 TU2569'MAIN GOVERNMENT ROAD BETWEEN KEALAKEKUA AND HOLUALOA, AND A SHORT
 TU2569'DISTANCE NORTH OF THE VILLAGE OF KAINALIU, ON A RISE COMMANDING
 TU2569'AN EXTENSIVE VIEW, THE SPIRE OF THE LANAKILA CHURCH.  CHURCH
 TU2569'IS PAINTED A YELLOWISH GRAY, WITH STEEPLE OF SAME COLOR.  CHURCH
 TU2569'HAS TWO WINDOWS AT SOUTH END, THREE ON SEAWARD SIDE, WITH DOOR
 TU2569'AND STEEPLE AT NORTH END.
 TU2569
 TU2569                          STATION RECOVERY (1967)
 TU2569
 TU2569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2569'STATION WAS RECOVERED.  LOCATED IN THE NORTH END OF THE VILLAGE
 TU2569'OF KAINALIU, ABOUT 200 FEET WEST OF STATE HIGHWAY 11 AND 100 FEET
 TU2569'SOUTH OF A TRACK ROAD.
 TU2569'
 TU2569'STATION IS THE CENTER OF THE SHARP, CONE-SHAPED SPIRE WITH RED
 TU2569'TOP, ON NORTH END OF THE LANAKILA CONGREGATIONAL CHURCH, A WHITE,
 TU2569'WOODEN BUILDING WITH RED TIN ROOF.  A RED BALL AND WIND ARROW ARE
 TU2569'MOUNTED ON TOP OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2570 ***********************************************************************
 TU2570  DESIGNATION -  KAINALIU ST PAUL CATH CH SPIRE
 TU2570  PID         -  TU2570
 TU2570  STATE/COUNTY-  HI/HAWAII
 TU2570  USGS QUAD   -  KEALAKEKUA (1996)
 TU2570
 TU2570                         *CURRENT SURVEY CONTROL
 TU2570  ___________________________________________________________________
 TU2570* NAD 83(1993)-  19 32 29.63581(N)    155 55 54.11627(W)     ADJUSTED  
 TU2570* LOCAL TIDAL -                                                        
 TU2570  ___________________________________________________________________
 TU2570  EPOCH DATE  -        1993.62
 TU2570  LAPLACE CORR-          24.98  (seconds)                    DEFLEC99
 TU2570  GEOID HEIGHT-          20.50  (meters)                     GEOID03
 TU2570
 TU2570  HORZ ORDER  -  THIRD
 TU2570
 TU2570.The horizontal coordinates were established by classical geodetic methods
 TU2570.and adjusted by the National Geodetic Survey in December 1998..
 TU2570.The horizontal coordinates are valid at the epoch date displayed above.
 TU2570.The epoch date for horizontal control is a decimal equivalence
 TU2570.of Year/Month/Day.
 TU2570
 TU2570
 TU2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2570
 TU2570.The geoid height was determined by GEOID03.
 TU2570
 TU2570;                    North         East     Units Scale Factor Converg.
 TU2570;SPC HI 1     -    78,451.763   454,695.795   MT  0.99999203   -0 08 39.8
 TU2570;UTM  05      - 2,163,386.635   192,346.027   MT  1.00077013   -0 58 53.0
 TU2570;UTM  04      - 2,163,638.115   821,999.539   MT  1.00088182   +1 01 37.9
 TU2570
 TU2570                          SUPERSEDED SURVEY CONTROL
 TU2570
 TU2570  NAD 83(1986)-  19 32 29.63274(N)    155 55 54.14958(W) AD(       ) 4
 TU2570  OLD HI      -  19 32 40.51000(N)    155 56 04.18000(W) AD(       ) 3
 TU2570
 TU2570.Superseded values are not recommended for survey control.
 TU2570.NGS no longer adjusts projects to the OLD HI datum.
 TU2570.See file dsdata.txt to determine how the superseded data were derived.
 TU2570
 TU2570_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9234663387(NAD 83)
 TU2570
 TU2570  HISTORY     - Date     Condition        Report By
 TU2570  HISTORY     - UNK      MONUMENTED
 TU2570  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2570  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2570
 TU2570                          STATION DESCRIPTION
 TU2570
 TU2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2570'THIS IS AN INTERSECTION STATION.
 TU2570'
 TU2570'OFFICE NOTE--COMPUTATIONS INDICATE THAT THIS STATION IS THE SAME
 TU2570'AS LOCATED IN 1928 BY T.J.M.
 TU2570'
 TU2570'THE STATION IS THE TOP OF THE SPIRE IN THE TOP OF THE STEEPLE
 TU2570'OF THE SAINT PAULS CATHOLIC CHURCH.
 TU2570'
 TU2570'THE CHURCH IS CONSTRUCTED OF STONE AND CONCRETE, HAS A RED TIN
 TU2570'ROOF, A RED TIN STEEPLE, WHICH IS ABOUT 60 FEET IN HEIGHT AND
 TU2570'FACES TO THE WEST.
 TU2570'
 TU2570'THE CHURCH IS INCLOSED BY A ROCK WALL AND IS LOCATED ABOUT 0.25
 TU2570'MILE WEST OF THE HIGHWAY WHICH RUNS BETWEEN HOLUALOA AND
 TU2570'KEALAKEKUA, ABOUT 200 FEET SOUTHWEST OF A HOUSE AND ABOUT 125 FEET
 TU2570'SOUTH OF A GRADED ROAD.
 TU2570
 TU2570                          STATION RECOVERY (1967)
 TU2570
 TU2570'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2570'STATION WAS RECOVERED.  AN ANGLE CHECK WAS MADE ON ITS POSITION
 TU2570'AT STATION LUN 1948.
 TU2570'
 TU2570'LOCATED ABOUT 3/4-MILE NORTHWEST OF KAINALIU AND 900 FEET WEST OF
 TU2570'THE VILLAGE OF HONALO AND STATE HIGHWAY 11.
 TU2570'
 TU2570'STATION IS THE RED STEEPLE WITH WHITE, WOODEN CROSS ON TOP, ON
 TU2570'WEST END OF THE ST. PAULS CATHOLIC CHURCH.  A SMALL, RECTANGULAR
 TU2570'GRAY, STONE AND MORTAR STRUCTURE WITH RED TIN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1820 ***********************************************************************
 TU1820  DESIGNATION -  KAIOLE
 TU1820  PID         -  TU1820
 TU1820  STATE/COUNTY-  HI/KAUAI
 TU1820  USGS QUAD   -  HANAPEPE (1996)
 TU1820
 TU1820                         *CURRENT SURVEY CONTROL
 TU1820  ___________________________________________________________________
 TU1820* NAD 83(1993)-  21 53 42.69044(N)    159 36 25.21740(W)     ADJUSTED  
 TU1820* LOCAL TIDAL -                                                        
 TU1820  ___________________________________________________________________
 TU1820  EPOCH DATE  -        1993.62
 TU1820  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 TU1820  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU1820
 TU1820  HORZ ORDER  -  THIRD
 TU1820
 TU1820.The horizontal coordinates were established by classical geodetic methods
 TU1820.and adjusted by the National Geodetic Survey in December 1998..
 TU1820.The horizontal coordinates are valid at the epoch date displayed above.
 TU1820.The epoch date for horizontal control is a decimal equivalence
 TU1820.of Year/Month/Day.
 TU1820
 TU1820
 TU1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1820
 TU1820.The geoid height was determined by GEOID03.
 TU1820
 TU1820;                    North         East     Units Scale Factor Converg.
 TU1820;SPC HI 4     -     6,853.273   488,942.456   MT  0.99999151   -0 02 23.7
 TU1820;UTM  04      - 2,421,350.094   437,297.661   MT  0.99964858   -0 13 34.9
 TU1820
 TU1820                          SUPERSEDED SURVEY CONTROL
 TU1820
 TU1820  NAD 83(1986)-  21 53 42.66178(N)    159 36 25.23586(W) AD(       ) 4
 TU1820  OLD HI      -  21 53 53.97000(N)    159 36 35.28000(W) AD(       ) 3
 TU1820
 TU1820.Superseded values are not recommended for survey control.
 TU1820.NGS no longer adjusts projects to the OLD HI datum.
 TU1820.See file dsdata.txt to determine how the superseded data were derived.
 TU1820
 TU1820_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3729821350(NAD 83)
 TU1820
 TU1820  HISTORY     - Date     Condition        Report By
 TU1820  HISTORY     - 1910     MONUMENTED       CGS
 TU1820  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1820  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1820
 TU1820                          STATION DESCRIPTION
 TU1820
 TU1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1820'OLD FRAME HOUSE ON ROCKY POINT, ABOUT 400 METERS NORTHWEST OF
 TU1820'STATION PUOLO, AND 40 METERS FROM HIGH-WATER MARK.
 TU1820
 TU1820                          STATION RECOVERY (1965)
 TU1820
 TU1820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1820'STATION IS GONE.  THERE ARE NO LONGER ANY HOUSES ON THE POINT.
 TU1820
 TU1820                          STATION RECOVERY (2005)
 TU1820
 TU1820'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1471 ***********************************************************************
 TU1471  DESIGNATION -  KAIPAPAU
 TU1471  PID         -  TU1471
 TU1471  STATE/COUNTY-  HI/HONOLULU
 TU1471  USGS QUAD   -  HAUULA (1983)
 TU1471
 TU1471                         *CURRENT SURVEY CONTROL
 TU1471  ___________________________________________________________________
 TU1471* NAD 83(1993)-  21 37 03.02004(N)    157 55 19.99005(W)     ADJUSTED  
 TU1471* LOCAL TIDAL -       193.     (meters)     633.     (feet)  VERT ANG  
 TU1471  ___________________________________________________________________
 TU1471  EPOCH DATE  -        1993.62
 TU1471  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 TU1471  GEOID HEIGHT-          14.28  (meters)                     GEOID03
 TU1471
 TU1471  HORZ ORDER  -  FIRST
 TU1471
 TU1471.The horizontal coordinates were established by classical geodetic methods
 TU1471.and adjusted by the National Geodetic Survey in December 1998..
 TU1471.The horizontal coordinates are valid at the epoch date displayed above.
 TU1471.The epoch date for horizontal control is a decimal equivalence
 TU1471.of Year/Month/Day.
 TU1471
 TU1471.The orthometric height was determined by vertical angle observations.
 TU1471.No vertical observational check was made to the station.
 TU1471
 TU1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1471
 TU1471.The geoid height was determined by GEOID03.
 TU1471
 TU1471;                    North         East     Units Scale Factor Converg.
 TU1471;SPC HI 3     -    49,919.374   508,053.067   MT  0.99999080   +0 01 43.2
 TU1471;UTM  04      - 2,390,877.724   611,550.103   MT  0.99975376   +0 23 49.6
 TU1471
 TU1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1471!SPC HI 3     -   0.99996742  x   0.99999080  =   0.99995822
 TU1471!UTM  04      -   0.99996742  x   0.99975376  =   0.99972119
 TU1471
 TU1471|---------------------------------------------------------------------|
 TU1471| PID    Reference Object                     Distance      Geod. Az  |
 TU1471|                                                           dddmmss.s |
 TU1471| CJ9533 KAIPAPAU RM 1                         5.709 METERS 14435     |
 TU1471| TU1470 WAIAHILAHILA                        APPROX. 3.0 KM 1613117.9 |
 TU1471| CJ9534 KAIPAPAU RM 2                         7.426 METERS 27053     |
 TU1471|---------------------------------------------------------------------|
 TU1471
 TU1471                          SUPERSEDED SURVEY CONTROL
 TU1471
 TU1471  NAD 83(1986)-  21 37 02.97139(N)    157 55 19.99989(W) AD(       ) 1
 TU1471  OLD HI      -  21 37 14.41614(N)    157 55 29.90348(W) AD(       ) 1
 TU1471
 TU1471.Superseded values are not recommended for survey control.
 TU1471.NGS no longer adjusts projects to the OLD HI datum.
 TU1471.See file dsdata.txt to determine how the superseded data were derived.
 TU1471
 TU1471_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1155090878(NAD 83)
 TU1471
 TU1471  HISTORY     - Date     Condition        Report By
 TU1471  HISTORY     - 1927     MONUMENTED       CGS
 TU1471  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1471  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1471
 TU1471                          STATION DESCRIPTION
 TU1471
 TU1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1471'NEAR THE NORTHEAST COAST OF OAHU.  RE-MARKED ACCORDING TO NOTE 14A
 TU1471'IN 1929.
 TU1471
 TU1471                          STATION RECOVERY (1964)
 TU1471
 TU1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1471'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU1471'FOLLOWS--
 TU1471'
 TU1471'STATION IS LOCATED ABOUT 2 MILES SOUTH OF LAIE AND 2/3 MILE WEST
 TU1471'OF KAIPAPAU POINT, AT ABOUT 628 FEET ELEVATION, ON THE EXTREME
 TU1471'NORTHEAST END OF THE RIDGE AND ABOUT 1/4 MILE SOUTH OF POINT OF
 TU1471'THE RIDGE THAT HAS AN OLD ARMY PILLBOX ON IT.
 TU1471'
 TU1471'TO REACH STATION FROM THE POST OFFICE IN HAUULA, GO NORTHWEST ON
 TU1471'STATE HIGHWAY 83 FOR 1.6 MILES.  TURN LEFT INTO FARMYARD 50 YARDS
 TU1471'BEFORE REACHING THE LAIE BRIDGE.  THIS IS END OF TRUCK
 TU1471'TRAVEL.  PACK UP THROUGH PASTURE TO OLD TANK AND CONTINUE AHEAD ON
 TU1471'TRAIL ALONG OLD WASHED-OUT ROAD UP RIDGE TO OLD PILLBOX, THEN
 TU1471'WORK WAY AROUND RIDGE LINE AND ACROSS SADDLE TO STATION.  A
 TU1471'45-MINUTE PACK.
 TU1471'
 TU1471'STATION MARK IS A STANDARD DISK STAMPED KAIPAPAU 1927, SET IN
 TU1471'CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS 6 INCHES
 TU1471'ABOVE GROUND.  IT IS 6 FEET SOUTHWEST FROM EDGE OF HILL.  A TYPE A
 TU1471'SIGNAL IS CENTERED OVER THE MARK.  THE CONCRETE PLATFORM IS 3 FEET
 TU1471'ABOVE GROUND AND THE RED AND WHITE METAL TARGET EXTENDS ABOUT 8
 TU1471'FEET ABOVE THE PLATFORM.
 TU1471
 TU1471                          STATION RECOVERY (1969)
 TU1471
 TU1471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1471'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 TU1471'CONDITION.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME.
 TU1471'
 TU1471'A NEW DESCRIPTION FOLLOWS.
 TU1471'
 TU1471'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF LAIE, 3/4 MILE
 TU1471'NORTHWEST OF HAUULA, 3/4 MILE WEST OF KAUPAPAU POINT AND ON A
 TU1471'PROMINENT KNOLL ABOUT 1/4 MILE SOUTH OF THE MOST NORTHEASTERLY
 TU1471'POINT OF A PROMINENT RIDGE WHICH HAS AN OLD ARMY PILLBOX ON IT.
 TU1471'
 TU1471'TO REACH THE STATION FROM THE POST OFFICE AND SHOPPING CENTER IN
 TU1471'HAUULA, GO NORTHERLY ON STATE HIGHWAY 83 FOR 0.5 MILE TO A DRIVEWAY
 TU1471'ON THE LEFT, TURN LEFT AND FOLLOW THE DRIVEWAY FOR 0.1 MILE TO A
 TU1471'GATE AT THE SOUTHWEST CORNER OF THE YARD AND THE END OF TRUCK
 TU1471'TRAVEL.  PASS THROUGH THE GATE AND PACK WESTERLY, FOLLOWING AN
 TU1471'OLD ROADBED ACROSS A PASTURE TO WHERE THE OLD ROADBED ENTERS A
 TU1471'NARROW WASH, CONTINUE AHEAD SOUTHWESTERLY ON THE OLD ROADBED TO
 TU1471'THE SUMMIT OF A RIDGE, BEAR RIGHT AND GO WESTERLY ALONG THE RIDGE,
 TU1471'PASSING THE OLD ARMY BUNKER TO WHERE THE RIDGE STARTS DOWNGRADE
 TU1471'AND A SADDLE ON THE LEFT, TURN LEFT DOWN INTO THE SADDLE AND
 TU1471'CONTINUE SOUTHERLY TO A GULLY, PASS TO THE LEFT OF THE GULLY,
 TU1471'BEAR LEFT AND GO EASTERLY TO THE TOP OF THE KNOLL AND THE
 TU1471'STATION.
 TU1471'
 TU1471'THE STATION MARK IS A STANDARD DISK STAMPED KAIPAPAU 1927, SET IN
 TU1471'THE TOP OF A CEMENT FILLED 5 INCH SOIL PIPE PROJECTING 6 INCHES
 TU1471'ABOVE THE GROUND.  THERE IS TYPE A HAWAII TERRITORIAL SURVEY
 TU1471'SIGNAL CONSTRUCTED OVER THE MARK.
 TU1471'
 TU1471'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KAIPAPAU 1927 NO 1
 TU1471'1969, BRAZED TO THE TOP OF A 2-1/2 INCH SOIL PIPE PROJECTING 8
 TU1471'INCHES ABOVE THE GROUND.  IT IS ABOUT 3 FEET LOWER IN ELEVATION
 TU1471'THAN THE STATION MARK.
 TU1471'
 TU1471'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KAIPAPAU 1927 NO 2
 TU1471'1969, BRAZED TO THE TOP OF A 2-1/2 INCH SOIL PIPE PROJECTING 6
 TU1471'INCHES ABOVE THE GROUND.  IT IS ABOUT 4 FEET LOWER IN ELEVATION
 TU1471'THAN THE STATION MARK.
 TU1471'
 TU1471'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO CREST OF KNOLL
 TU1471'ON LINE.
 TU1471'
 TU1471'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 TU1471'
 TU1471'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1471'3/4 MILE NORTHWEST OF HAUULA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2631 ***********************************************************************
 TU2631  DESIGNATION -  KAIWI
 TU2631  PID         -  TU2631
 TU2631  STATE/COUNTY-  HI/HAWAII
 TU2631  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2631
 TU2631                         *CURRENT SURVEY CONTROL
 TU2631  ___________________________________________________________________
 TU2631* NAD 83(1993)-  19 39 29.44054(N)    156 01 53.20235(W)     ADJUSTED  
 TU2631* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2631  ___________________________________________________________________
 TU2631  EPOCH DATE  -        1993.62
 TU2631  LAPLACE CORR-          24.58  (seconds)                    DEFLEC99
 TU2631  GEOID HEIGHT-          17.83  (meters)                     GEOID03
 TU2631
 TU2631  HORZ ORDER  -  THIRD
 TU2631
 TU2631.The horizontal coordinates were established by classical geodetic methods
 TU2631.and adjusted by the National Geodetic Survey in December 1998..
 TU2631.The horizontal coordinates are valid at the epoch date displayed above.
 TU2631.The epoch date for horizontal control is a decimal equivalence
 TU2631.of Year/Month/Day.
 TU2631
 TU2631.The orthometric height was scaled from a topographic map.
 TU2631
 TU2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2631
 TU2631.The geoid height was determined by GEOID03.
 TU2631
 TU2631;                    North         East     Units Scale Factor Converg.
 TU2631;SPC HI 1     -    91,390.114   444,267.994   MT  1.00000504   -0 10 43.6
 TU2631;UTM  04      - 2,176,370.630   811,299.636   MT  1.00079801   +0 59 58.0
 TU2631;UTM  05      - 2,176,486.988   182,100.593   MT  1.00084935   -1 01 14.4
 TU2631
 TU2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2631!SPC HI 1     -   0.99999704  x   1.00000504  =   1.00000208
 TU2631!UTM  04      -   0.99999704  x   1.00079801  =   1.00079505
 TU2631!UTM  05      -   0.99999704  x   1.00084935  =   1.00084639
 TU2631
 TU2631|---------------------------------------------------------------------|
 TU2631| PID    Reference Object                     Distance      Geod. Az  |
 TU2631|                                                           dddmmss.s |
 TU2631| CN5307 KAIWI RM 2                            5.740 METERS 10833     |
 TU2631| CN5306 KAIWI RM 1                            4.140 METERS 21140     |
 TU2631| TU2628 KEAHOLE 2                           APPROX. 7.9 KM 3391645.5 |
 TU2631|---------------------------------------------------------------------|
 TU2631
 TU2631                          SUPERSEDED SURVEY CONTROL
 TU2631
 TU2631  NAD 83(1986)-  19 39 29.43982(N)    156 01 53.23154(W) AD(       ) 3
 TU2631  OLD HI      -  19 39 40.35878(N)    156 02 03.26051(W) AD(       ) 3
 TU2631
 TU2631.Superseded values are not recommended for survey control.
 TU2631.NGS no longer adjusts projects to the OLD HI datum.
 TU2631.See file dsdata.txt to determine how the superseded data were derived.
 TU2631
 TU2631_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1130076371(NAD 83)
 TU2631_MARKER: Z = SEE DESCRIPTION
 TU2631_SETTING: 0 = UNSPECIFIED SETTING
 TU2631
 TU2631  HISTORY     - Date     Condition        Report By
 TU2631  HISTORY     - 1972     MONUMENTED       NGS
 TU2631
 TU2631                          STATION DESCRIPTION
 TU2631
 TU2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2631'STATION IS LOCATED APPROXIMATELY 2-1/2 MILES WNW OF KAILUA AND
 TU2631'5 MILES SSE OF KEAHOLE POINT ON THE KONA COAST OF HAWAII
 TU2631'ISLAND.  STATION IS ATOP A LOW LAVA MOUND APPROXIMATELY 600 FEET
 TU2631'NORTH OF KAIWI POINT AND 400 FEET EAST OF THE HIGH WATER LINE,
 TU2631'APPROXIMATELY 20 FEET ABOVE SEA-LEVEL.
 TU2631'
 TU2631'TO REACH STATION FROM POST OFFICE IN KAILUA, DRIVE EASTERLY
 TU2631'ON STATE HWY 19 FOR 0.1 MILE TO NEW KONA AIRPORT ROAD, TURN LEFT
 TU2631'AND PROCEED APPROXIMATELY 1.0 MILE TO FAA NAVIGATION AID ROAD ON
 TU2631'THE LEFT, TURN LEFT AND PROCEED APPROXIMATELY 1.0 MILE TO THE
 TU2631'VORTAC STRUCTURE AND THE END OF TRUCK TRAVEL.  PACK NW
 TU2631'APPROXIMATELY 0.4 MILE TO THE STATION.
 TU2631'
 TU2631'STATION MARK IS A STANDARD DISK STAMPED KAIWI 1972, SET IN A
 TU2631'DRILL HOLE NEAR THE TOP OF A PROMINENT LAVA MOUND.  THE MOUND
 TU2631'IS DISTINGUISHED BY A LARGE CREVASSE, RUNNING NE-SW.  THE MARK
 TU2631'IS APPROXIMATELY 3 FEET SE OF THE CREVASSE AND 15 FEET SOUTH OF
 TU2631'THE BRUSH ON THE NORTHERN SIDE OF THE MOUND.
 TU2631'
 TU2631'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NO. 1 1972 SET
 TU2631'IN A DRILL HOLE IN THE LAVA MOUND, APPROXIMATELY 2 FEET LOWER
 TU2631'THAN THE STATION.
 TU2631'
 TU2631'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NO. 2 1972 SET IN
 TU2631'A CRACK NEAR THE CENTER OF THE MOUND, APPROXIMATELY 2 FEET
 TU2631'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2178 ***********************************************************************
 TU2178  DESIGNATION -  KAIWILAHILAHI
 TU2178  PID         -  TU2178
 TU2178  STATE/COUNTY-  HI/HAWAII
 TU2178  USGS QUAD   -  PAPAALOA (1980)
 TU2178
 TU2178                         *CURRENT SURVEY CONTROL
 TU2178  ___________________________________________________________________
 TU2178* NAD 83(1993)-  19 58 31.00231(N)    155 12 54.01439(W)     ADJUSTED  
 TU2178* LOCAL TIDAL -        87.     (meters)     285.     (feet)  SCALED    
 TU2178  ___________________________________________________________________
 TU2178  EPOCH DATE  -        1993.62
 TU2178  LAPLACE CORR-         -19.19  (seconds)                    DEFLEC99
 TU2178  GEOID HEIGHT-          18.21  (meters)                     GEOID03
 TU2178
 TU2178  HORZ ORDER  -  THIRD
 TU2178
 TU2178.The horizontal coordinates were established by classical geodetic methods
 TU2178.and adjusted by the National Geodetic Survey in December 1998..
 TU2178.The horizontal coordinates are valid at the epoch date displayed above.
 TU2178.The epoch date for horizontal control is a decimal equivalence
 TU2178.of Year/Month/Day.
 TU2178
 TU2178.The orthometric height was scaled from a topographic map.
 TU2178
 TU2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2178
 TU2178.The geoid height was determined by GEOID03.
 TU2178
 TU2178;                    North         East     Units Scale Factor Converg.
 TU2178;SPC HI 1     -   126,430.995   529,827.755   MT  0.99997766   +0 05 50.5
 TU2178;UTM  05      - 2,210,276.671   268,218.290   MT  1.00026405   -0 45 25.3
 TU2178
 TU2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2178!SPC HI 1     -   0.99998346  x   0.99997766  =   0.99996112
 TU2178!UTM  05      -   0.99998346  x   1.00026405  =   1.00024751
 TU2178
 TU2178|---------------------------------------------------------------------|
 TU2178| PID    Reference Object                     Distance      Geod. Az  |
 TU2178|                                                           dddmmss.s |
 TU2178| CN5310 KAIWILAHILAHI 2 RM 1                               02008     |
 TU2178| TU2638 HUMUULA 1877                        APPROX. 7.0 KM 2913213.9 |
 TU2178| TU2639 OOKALA STACK                        APPROX. 8.6 KM 3023539.7 |
 TU2178|---------------------------------------------------------------------|
 TU2178
 TU2178                          SUPERSEDED SURVEY CONTROL
 TU2178
 TU2178  NAD 83(1986)-  19 58 30.97864(N)    155 12 54.01676(W) AD(       ) 3
 TU2178  OLD HI      -  19 58 42.87800(N)    155 13 04.11400(W) AD(       ) 3
 TU2178
 TU2178.Superseded values are not recommended for survey control.
 TU2178.NGS no longer adjusts projects to the OLD HI datum.
 TU2178.See file dsdata.txt to determine how the superseded data were derived.
 TU2178
 TU2178_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6821810277(NAD 83)
 TU2178
 TU2178  HISTORY     - Date     Condition        Report By
 TU2178  HISTORY     - 1877     MONUMENTED       HIGS
 TU2178  HISTORY     - 1938     SEE DESCRIPTION  HITS
 TU2178  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2178
 TU2178                          STATION DESCRIPTION
 TU2178
 TU2178'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2178'STATION GENERALLY BELIEVED LOST.  KAIWILAHILAHI 2 ESTABLISHED IN
 TU2178'1913 IN SAME LOCATION.
 TU2178
 TU2178                          STATION RECOVERY (1938)
 TU2178
 TU2178'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1938
 TU2178'LOCATION OF STATION--IN KAIWILAHILAHI CAMP AT PAPAALOA NEAR
 TU2178'SEACOAST.
 TU2178'
 TU2178'OLD MARK FOUND--+ ON ROCK SET IN CEMENTED ROCK MOUND.
 TU2178'
 TU2178'NEW MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE MONUMENT
 TU2178'7-1/2 FEET ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG SET ON STEEL
 TU2178'LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW.) IN
 TU2178'ASMUCHAS THE STATION IS SITUATED WITHIN A GROUP OF CAMP HOUSES NO
 TU2178'TARGET HAS BEEN PLACED ON SAME.  IN ORDER TO GET SIGHTS TO THIS
 TU2178'STATION IT WILL BE NECESSARY TO PLACE A LONG POLE OVER THE
 TU2178'STATION.
 TU2178
 TU2178                          STATION RECOVERY (1968)
 TU2178
 TU2178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2178'STATION WAS RECOVERED.  LOCATED ABOUT 1/4-MILE SOUTHEAST OF
 TU2178'PAPAALOA, IN KAIWILAHILAHI CAMP, AT NORTHEAST END OF LOOP ROAD
 TU2178'RUNNING THROUGH CAMP.  BETWEEN HOUSES NO. 421 AND 422.
 TU2178'
 TU2178'TO REACH STATION FROM THE POST OFFICE IN PAPAALOA, GO SOUTH FOR
 TU2178'0.25 MILE.  TURN LEFT AND FOLLOW 1-WAY LOOP ROAD FOR 0.15 MILE
 TU2178'TO STATION ON RIGHT.
 TU2178'
 TU2178'STATION MARK IS A 1-INCH DRILL HOLE IN THE CENTER OF A CROSS IN
 TU2178'A STONE, 6 INCHES BELOW PLATFORM LEVEL, IN A 16-INCH, TRIANGULAR
 TU2178'RECESS IN THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM ABOUT 7
 TU2178'FEET ON EACH SIDE, WITH KAIWILAHILAHI INSCRIBED IN TOP OF
 TU2178'PLATFORM.  IT IS 11 FEET SOUTHEAST OF HOUSE NO. 422, 30 FEET
 TU2178'NORTHWEST OF HOUSE NO. 421, 8 FEET SOUTHWEST OF A GARAGE, 12
 TU2178'FEET NORTHEAST OF A MANGO TREE, AND ABOUT 40 FEET NORTHEAST OF
 TU2178'STREET.  STATION IS COMPLETELY BLOCKED BY HOUSES AND
 TU2178'TREES.
 TU2178'
 TU2178'NOTE--THERE IS A USGS DISK, STAMPED 284 1912, SET IN THE TOP OF
 TU2178'A 5-INCH-DIAMETER CONCRETE POST, 1.31 METERS FROM STATION MARK,
 TU2178'IN AZIMUTH ABOUT 25 DEG, WHICH MAY BE STATION KAIWILAHILAHI 2 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2177 ***********************************************************************
 TU2177  DESIGNATION -  KAIWILAHILAHI 2 1913
 TU2177  PID         -  TU2177
 TU2177  STATE/COUNTY-  HI/HAWAII
 TU2177  USGS QUAD   -  PAPAALOA (1980)
 TU2177
 TU2177                         *CURRENT SURVEY CONTROL
 TU2177  ___________________________________________________________________
 TU2177* NAD 83(1993)-  19 58 31.02510(N)    155 12 54.02608(W)     ADJUSTED  
 TU2177* LOCAL TIDAL -        87.     (meters)     285.     (feet)  SCALED    
 TU2177  ___________________________________________________________________
 TU2177  EPOCH DATE  -        1993.62
 TU2177  LAPLACE CORR-         -19.19  (seconds)                    DEFLEC99
 TU2177  GEOID HEIGHT-          18.21  (meters)                     GEOID03
 TU2177
 TU2177  HORZ ORDER  -  THIRD
 TU2177
 TU2177.The horizontal coordinates were established by classical geodetic methods
 TU2177.and adjusted by the National Geodetic Survey in December 1998..
 TU2177.The horizontal coordinates are valid at the epoch date displayed above.
 TU2177.The epoch date for horizontal control is a decimal equivalence
 TU2177.of Year/Month/Day.
 TU2177
 TU2177.The orthometric height was scaled from a topographic map.
 TU2177
 TU2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2177
 TU2177.The geoid height was determined by GEOID03.
 TU2177
 TU2177;                    North         East     Units Scale Factor Converg.
 TU2177;SPC HI 1     -   126,431.696   529,827.414   MT  0.99997766   +0 05 50.5
 TU2177;UTM  05      - 2,210,277.376   268,217.959   MT  1.00026405   -0 45 25.3
 TU2177
 TU2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2177!SPC HI 1     -   0.99998346  x   0.99997766  =   0.99996112
 TU2177!UTM  05      -   0.99998346  x   1.00026405  =   1.00024751
 TU2177
 TU2177:                Primary Azimuth Mark                     Grid Az
 TU2177:SPC HI 1     -  PUU OHAI 1877                            143 28 40.9
 TU2177:UTM  05      -  PUU OHAI 1877                            144 19 56.7
 TU2177
 TU2177|---------------------------------------------------------------------|
 TU2177| PID    Reference Object                     Distance      Geod. Az  |
 TU2177|                                                           dddmmss.s |
 TU2177| TU2175 PUU OHAI 1877                       APPROX. 4.5 KM 1433431.4 |
 TU2177| TU2179 SMOKE                               112.236 METERS 20747     |
 TU2177| TU2184 BELFRY                              APPROX. 3.3 KM 3030839.8 |
 TU2177| TU2183 YELLOW                              APPROX. 3.3 KM 3055803.2 |
 TU2177|---------------------------------------------------------------------|
 TU2177
 TU2177                          SUPERSEDED SURVEY CONTROL
 TU2177
 TU2177  NAD 83(1986)-  19 58 31.00162(N)    155 12 54.02809(W) AD(       ) 3
 TU2177  OLD HI      -  19 58 42.01300(N)    155 13 04.01300(W) AD(       ) 3
 TU2177
 TU2177.Superseded values are not recommended for survey control.
 TU2177.NGS no longer adjusts projects to the OLD HI datum.
 TU2177.See file dsdata.txt to determine how the superseded data were derived.
 TU2177
 TU2177_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6821810277(NAD 83)
 TU2177_MARKER: Z = SEE DESCRIPTION
 TU2177_SETTING: 0 = UNSPECIFIED SETTING
 TU2177
 TU2177  HISTORY     - Date     Condition        Report By
 TU2177  HISTORY     - 1913     MONUMENTED       CGS
 TU2177
 TU2177                          STATION DESCRIPTION
 TU2177
 TU2177'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2177'ON NORTHEASTERN COAST OF HAWAII, IN NORTH HILO DISTRICT, LAND OF
 TU2177'KAIWILAHILAHI, ON TOP OF THE CLIFFS ABOUT 25 METERS FROM THE EDGE
 TU2177'AT THE POINT JUST NEXT TO PAPAALOA AND TOWARD HILO
 TU2177'(SOUTHEAST).  THIS SPOT IS FLAT AND GENERALLY COVERED WITH HIGH
 TU2177'CANE.  A GROUP OF WHITE COTTAGES, RED ROOFS, VERY SYMMETRICALLY
 TU2177'LAID OUT, WILL BE SEEN ON THIS POINT, AND STATION IS DIRECTLY
 TU2177'BETWEEN THEM AND CLIFF EDGE.  STATION MARKED BY A CEMENT
 TU2177'CYLINDER, 5 INCHES IN DIAMETER, WITH UNITED STATES GEOLOGICAL
 TU2177'SURVEY TABLET IN TOP WHICH IS FLUSH WITH GROUND AND SURROUNDED
 TU2177'BY PILE OF STONES.  WATER TANK AT HOUSES AFOREMENTIONED
 TU2177'BEARS S. 37 DEG W., DISTANT 80 METERS.  SLENDER STACK IN SAME
 TU2177'GROUP OF HOUSES (STATION SMOKE) IS 112 METERS SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3445 ***********************************************************************
 TU3445  DESIGNATION -  KAKAAKO 1925
 TU3445  PID         -  TU3445
 TU3445  STATE/COUNTY-  HI/MAUI
 TU3445  USGS QUAD   -  ILIO POINT (1993)
 TU3445
 TU3445                         *CURRENT SURVEY CONTROL
 TU3445  ___________________________________________________________________
 TU3445* NAD 83(1993)-  21 09 03.07264(N)    157 12 04.71759(W)     ADJUSTED  
 TU3445* LOCAL TIDAL -       293.     (meters)     961.     (feet)  SCALED    
 TU3445  ___________________________________________________________________
 TU3445  EPOCH DATE  -        1993.62
 TU3445  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 TU3445  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU3445
 TU3445  HORZ ORDER  -  THIRD
 TU3445
 TU3445.The horizontal coordinates were established by classical geodetic methods
 TU3445.and adjusted by the National Geodetic Survey in December 1998..
 TU3445.The horizontal coordinates are valid at the epoch date displayed above.
 TU3445.The epoch date for horizontal control is a decimal equivalence
 TU3445.of Year/Month/Day.
 TU3445
 TU3445.The orthometric height was scaled from a topographic map.
 TU3445
 TU3445.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3445
 TU3445.The geoid height was determined by GEOID03.
 TU3445
 TU3445;                    North         East     Units Scale Factor Converg.
 TU3445;SPC HI 2     -    90,601.158   444,470.167   MT  1.00000476   -0 11 34.5
 TU3445;UTM  04      - 2,339,901.208   686,770.044   MT  1.00003108   +0 38 57.1
 TU3445
 TU3445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3445!SPC HI 2     -   0.99995148  x   1.00000476  =   0.99995624
 TU3445!UTM  04      -   0.99995148  x   1.00003108  =   0.99998256
 TU3445
 TU3445                          SUPERSEDED SURVEY CONTROL
 TU3445
 TU3445  NAD 83(1986)-  21 09 03.02992(N)    157 12 04.67237(W) AD(       ) 3
 TU3445  OLD HI      -  21 09 14.48700(N)    157 12 14.82400(W) AD(       ) 3
 TU3445
 TU3445.Superseded values are not recommended for survey control.
 TU3445.NGS no longer adjusts projects to the OLD HI datum.
 TU3445.See file dsdata.txt to determine how the superseded data were derived.
 TU3445
 TU3445_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8677039901(NAD 83)
 TU3445
 TU3445  HISTORY     - Date     Condition        Report By
 TU3445  HISTORY     - 1925     MONUMENTED       HIGS
 TU3445  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3445
 TU3445                          STATION DESCRIPTION
 TU3445
 TU3445'DESCRIBED BY HAWAII GEODETIC SURVEY 1925 (RWW)
 TU3445'THIS STATION HAS BEEN DESTROYED BY THE CULTIVATION OF THE
 TU3445'SURROUNDING FIELDS FOR PINEAPPLE GROWTH.
 TU3445
 TU3445                          STATION RECOVERY (1962)
 TU3445
 TU3445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3445'THIS STATION WAS REPORTED DESTROYED IN 1925 WHEN THE LAND WAS
 TU3445'DEVELOPED FOR PINEAPPLE RAISING.
 TU3445'
 TU3445'A SEARCH IN THE VICINITY WAS MADE AND STATION IS DEFINITELY GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3375 ***********************************************************************
 TU3375  DESIGNATION -  KAKALAHALE 1925
 TU3375  PID         -  TU3375
 TU3375  STATE/COUNTY-  HI/MAUI
 TU3375  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3375
 TU3375                         *CURRENT SURVEY CONTROL
 TU3375  ___________________________________________________________________
 TU3375* NAD 83(1993)-  21 07 20.40589(N)    156 59 51.85984(W)     ADJUSTED  
 TU3375* LOCAL TIDAL -       390.     (meters)    1280.     (feet)  SCALED    
 TU3375  ___________________________________________________________________
 TU3375  EPOCH DATE  -        1993.62
 TU3375  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 TU3375  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU3375
 TU3375  HORZ ORDER  -  THIRD
 TU3375
 TU3375.The horizontal coordinates were established by classical geodetic methods
 TU3375.and adjusted by the National Geodetic Survey in December 1998..
 TU3375.The horizontal coordinates are valid at the epoch date displayed above.
 TU3375.The epoch date for horizontal control is a decimal equivalence
 TU3375.of Year/Month/Day.
 TU3375
 TU3375.The orthometric height was scaled from a topographic map.
 TU3375
 TU3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3375
 TU3375.The geoid height was determined by GEOID03.
 TU3375
 TU3375;                    North         East     Units Scale Factor Converg.
 TU3375;SPC HI 2     -    87,386.046   465,607.422   MT  0.99998128   -0 07 09.5
 TU3375;UTM  04      - 2,336,996.653   707,954.144   MT  1.00013443   +0 43 18.5
 TU3375
 TU3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3375!SPC HI 2     -   0.99993621  x   0.99998128  =   0.99991750
 TU3375!UTM  04      -   0.99993621  x   1.00013443  =   1.00007064
 TU3375
 TU3375:                Primary Azimuth Mark                     Grid Az
 TU3375:SPC HI 2     -  KAUNAKAKAI 1925                          212 26 20.0
 TU3375:UTM  04      -  KAUNAKAKAI 1925                          211 35 52.0
 TU3375
 TU3375|---------------------------------------------------------------------|
 TU3375| PID    Reference Object                     Distance      Geod. Az  |
 TU3375|                                                           dddmmss.s |
 TU3375| TU3398 KAUNAKAKAI 1925                     APPROX. 4.7 KM 2121910.5 |
 TU3375|---------------------------------------------------------------------|
 TU3375
 TU3375                          SUPERSEDED SURVEY CONTROL
 TU3375
 TU3375  NAD 83(1986)-  21 07 20.36211(N)    156 59 51.80884(W) AD(       ) 3
 TU3375  OLD HI      -  21 07 31.79000(N)    157 00 01.89000(W) AD(       ) 3
 TU3375
 TU3375.Superseded values are not recommended for survey control.
 TU3375.NGS no longer adjusts projects to the OLD HI datum.
 TU3375.See file dsdata.txt to determine how the superseded data were derived.
 TU3375
 TU3375_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0795436997(NAD 83)
 TU3375
 TU3375  HISTORY     - Date     Condition        Report By
 TU3375  HISTORY     - 1925     MONUMENTED       CGS
 TU3375  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3375  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU3375
 TU3375                          STATION DESCRIPTION
 TU3375
 TU3375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3375'INFORMATION OBTAINED FROM THE OFFICE OF STATE SURVEYOR INDICATED
 TU3375'THE ORIGINAL RED WOOD POST WAS REPLACED WITH A 2-1/2 INCH IRON
 TU3375'PIPE SET IN CONCRETE WITH A 1-1/2 INCH IRON PIPE PROJECTING ABOUT
 TU3375'8 FEET.  THIS MARK WAS RECOVERED IN GOOD CONDITION.
 TU3375'
 TU3375'STATION IS LOCATED ON A PROMINENT HILL, ABOUT 3.3 MILES SOUTHEAST
 TU3375'OF MUALAPUU, ABOUT 2.8 MILES EAST-NORTHEAST OF KAUNAKAKAI, AND
 TU3375'ABOUT 100 FEET NORTHWEST OF WOODEN WATER TANK.
 TU3375'
 TU3375'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 46
 TU3375'AT THE POST OFFICE IN KAUNAKAKAI, GO 0.2 MILE WEST ON STATE ROUTE
 TU3375'46 TO ROAD ON RIGHT, TURN RIGHT GO 0.5 MILE NORTH AND WEST TO
 TU3375'END OF PAVEMENT, TURN RIGHT GO 2.8 MILES NORTHEAST TO FORK IN
 TU3375'ROAD, TAKE LEFT FORK 0.1 MILE TO TRACK ROAD ON RIGHT, TURN RIGHT
 TU3375'AND GO 0.2 MILE TO GATE IN FENCE LINE, CONTINUE ON ROAD ABOUT
 TU3375'0.2 MILE TO END OF TRUCK TRAVEL AND STATION ABOUT 100 FEET
 TU3375'NORTHWEST.
 TU3375
 TU3375                          STATION RECOVERY (1965)
 TU3375
 TU3375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU3375'STATION WAS RECOVERED AS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1884 ***********************************************************************
 TU1884  DESIGNATION -  KAL
 TU1884  PID         -  TU1884
 TU1884  STATE/COUNTY-  HI/KAUAI
 TU1884  USGS QUAD   -  
 TU1884
 TU1884                         *CURRENT SURVEY CONTROL
 TU1884  ___________________________________________________________________
 TU1884* NAD 83(1993)-  21 54 08.93001(N)    160 12 29.18604(W)     ADJUSTED  
 TU1884* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1884  ___________________________________________________________________
 TU1884  EPOCH DATE  -        1993.62
 TU1884  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 TU1884  GEOID HEIGHT-          14.43  (meters)                     GEOID03
 TU1884
 TU1884  HORZ ORDER  -  THIRD
 TU1884
 TU1884.The horizontal coordinates were established by classical geodetic methods
 TU1884.and adjusted by the National Geodetic Survey in December 1998..
 TU1884.The horizontal coordinates are valid at the epoch date displayed above.
 TU1884.The epoch date for horizontal control is a decimal equivalence
 TU1884.of Year/Month/Day.
 TU1884
 TU1884.The orthometric height was scaled from a topographic map.
 TU1884
 TU1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1884
 TU1884.The geoid height was determined by GEOID03.
 TU1884
 TU1884;                    North         East     Units Scale Factor Converg.
 TU1884;SPC HI 5     -    26,111.632   495,717.838   MT  1.00000023   -0 00 55.7
 TU1884;UTM  04      - 2,422,523.816   375,206.352   MT  0.99979243   -0 27 02.6
 TU1884
 TU1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1884!SPC HI 5     -   0.99999758  x   1.00000023  =   0.99999781
 TU1884!UTM  04      -   0.99999758  x   0.99979243  =   0.99979001
 TU1884
 TU1884:                Primary Azimuth Mark                     Grid Az
 TU1884:SPC HI 5     -  LEHUA 1926                               041 19 57.6
 TU1884:UTM  04      -  LEHUA 1926                               041 46 04.5
 TU1884
 TU1884|---------------------------------------------------------------------|
 TU1884| PID    Reference Object                     Distance      Geod. Az  |
 TU1884|                                                           dddmmss.s |
 TU1884| TU2064 LEHUA 1926                          APPROX.17.2 KM 0411901.9 |
 TU1884| TU1883 SAND                                APPROX. 4.2 KM 0502614.0 |
 TU1884| TU1882 CLOTH                               APPROX. 6.1 KM 0504204.0 |
 TU1884| TU1872 PIN                                 APPROX.11.9 KM 0602413.4 |
 TU1884| CJ9535 KAL RM 1                             13.384 METERS 11624     |
 TU1884| CJ9536 KAL RM 2                             10.990 METERS 15858     |
 TU1884| TU1886 ROCK                                APPROX. 2.4 KM 2435906.8 |
 TU1884|---------------------------------------------------------------------|
 TU1884
 TU1884                          SUPERSEDED SURVEY CONTROL
 TU1884
 TU1884  NAD 83(1986)-  21 54 08.87545(N)    160 12 29.21520(W) AD(       ) 3
 TU1884  OLD HI      -  21 54 20.16200(N)    160 12 39.23900(W) AD(       ) 3
 TU1884
 TU1884.Superseded values are not recommended for survey control.
 TU1884.NGS no longer adjusts projects to the OLD HI datum.
 TU1884.See file dsdata.txt to determine how the superseded data were derived.
 TU1884
 TU1884_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK7520622524(NAD 83)
 TU1884_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1884_SETTING: 66 = SET IN ROCK OUTCROP
 TU1884
 TU1884  HISTORY     - Date     Condition        Report By
 TU1884  HISTORY     - 1926     MONUMENTED       CGS
 TU1884
 TU1884                          STATION DESCRIPTION
 TU1884
 TU1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1884'ON THE OUTER POINT OF THE TWO HIGH ROCKY PROMONTORIES ABOUT
 TU1884'2-3/4 MILES NORTH OF NONOPAPA LANDING.  STATION IS ABOUT 6
 TU1884'FEET FROM THE EXTREME POINT OF THE CLIFF.  MARKED ACCORDING
 TU1884'TO NOTE 2.  TWO REFERENCE MARKS, NOTE 12B, WERE ESTABLISHED
 TU1884'AS FOLLOWS-- NO. 1, DISTANT 13.384 METERS (43.91 FEET), IN
 TU1884'AZIMUTH 296 DEG 24 MIN.  NO. 2, DISTANT 10.99 MMETERS (36.06
 TU1884'FEET), IN AZIMUTH 338 DEG 58 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2003 ***********************************************************************
 TU2003  DESIGNATION -  KALA
 TU2003  PID         -  TU2003
 TU2003  STATE/COUNTY-  HI/KAUAI
 TU2003  USGS QUAD   -  HAENA (1983)
 TU2003
 TU2003                         *CURRENT SURVEY CONTROL
 TU2003  ___________________________________________________________________
 TU2003* NAD 83(1993)-  22 10 43.28173(N)    159 39 02.45582(W)     ADJUSTED  
 TU2003* LOCAL TIDAL -        39.0    (meters)     128.     (feet)  VERT ANG  
 TU2003  ___________________________________________________________________
 TU2003  EPOCH DATE  -        1993.62
 TU2003  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 TU2003  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU2003
 TU2003  HORZ ORDER  -  THIRD
 TU2003
 TU2003.The horizontal coordinates were established by classical geodetic methods
 TU2003.and adjusted by the National Geodetic Survey in December 1998..
 TU2003.The horizontal coordinates are valid at the epoch date displayed above.
 TU2003.The epoch date for horizontal control is a decimal equivalence
 TU2003.of Year/Month/Day.
 TU2003
 TU2003.The orthometric height was determined by vertical angle observations.
 TU2003
 TU2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2003
 TU2003.The geoid height was determined by GEOID03.
 TU2003
 TU2003;                    North         East     Units Scale Factor Converg.
 TU2003;SPC HI 4     -    38,248.729   484,459.946   MT  0.99999298   -0 03 24.8
 TU2003;UTM  04      - 2,452,749.375   432,919.466   MT  0.99965560   -0 14 44.3
 TU2003
 TU2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2003!SPC HI 4     -   0.99999135  x   0.99999298  =   0.99998433
 TU2003!UTM  04      -   0.99999135  x   0.99965560  =   0.99964695
 TU2003
 TU2003|---------------------------------------------------------------------|
 TU2003| PID    Reference Object                     Distance      Geod. Az  |
 TU2003|                                                           dddmmss.s |
 TU2003| CJ9537 KALA RM 1                             5.185 METERS 06340     |
 TU2003| CJ9538 KALA RM 2                             4.294 METERS 13653     |
 TU2003|---------------------------------------------------------------------|
 TU2003
 TU2003                          SUPERSEDED SURVEY CONTROL
 TU2003
 TU2003  NAD 83(1986)-  22 10 43.24627(N)    159 39 02.48836(W) AD(       ) 3
 TU2003  OLD HI      -  22 10 54.56800(N)    159 39 12.56400(W) AD(       ) 3
 TU2003
 TU2003.Superseded values are not recommended for survey control.
 TU2003.NGS no longer adjusts projects to the OLD HI datum.
 TU2003.See file dsdata.txt to determine how the superseded data were derived.
 TU2003
 TU2003_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3291952749(NAD 83)
 TU2003_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2003_SETTING: 66 = SET IN ROCK OUTCROP
 TU2003_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU2003
 TU2003  HISTORY     - Date     Condition        Report By
 TU2003  HISTORY     - 1927     MONUMENTED       CGS
 TU2003
 TU2003                          STATION DESCRIPTION
 TU2003
 TU2003'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2003'ON THE WEST COAST OF KAUAI, KALALAU VALLEY LOCALITY, ABOUT
 TU2003'12 FEET BACK FROM BLUFF LINE, ON A BLACK ROCK PROJECTING 1/2
 TU2003'FOOT ABOVE SURFACE OF GROUND.  THERE ARE MANY LARGE BLACK
 TU2003'BOWLDERS IN SURROUNDING FIELD.  THE STATION IS REACHED BY
 TU2003'LANDING IN A SMALL BOAT ON THE SANDY BEACH AT THE SOUTHEASTERN
 TU2003'END OF THE VALLEY, FOLLOWING A PATH NORTHEASTERLY ACROSS KALALAU
 TU2003'STREAM TO A CABIN, THENCE ACROSS THE LANTANA IN A NORTHWESTERLY
 TU2003'DIRECTION FOR ABOUT 200 METERS.  STATION IS MARKED ACCORDING
 TU2003'TO NOTE 3, STANDARD DISK IN CONCRETE IN OUTCROPPING
 TU2003'BEDROCK.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS (NOTE
 TU2003'12C) IN VERY LARGE BOWLDERS PROJECTING 4 FEET ABOVE THE GROUND.
 TU2003'THEY ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU2003'STATION--NO. 1, 5.185 METERS (17.01 FEET), 243 DEG 41 MIN.  NO. 2,
 TU2003'4.294 METERS (14.09 FEET) 316 DEG 53 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3421 ***********************************************************************
 TU3421  DESIGNATION -  KALA
 TU3421  PID         -  TU3421
 TU3421  STATE/COUNTY-  HI/MAUI
 TU3421  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3421
 TU3421                         *CURRENT SURVEY CONTROL
 TU3421  ___________________________________________________________________
 TU3421* NAD 83(1993)-  21 05 39.05813(N)    157 08 15.98384(W)     ADJUSTED  
 TU3421* LOCAL TIDAL -         2.     (meters)       7.     (feet)  VERT ANG  
 TU3421  ___________________________________________________________________
 TU3421  EPOCH DATE  -        1993.62
 TU3421  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 TU3421  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3421
 TU3421  HORZ ORDER  -  SECOND
 TU3421
 TU3421.The horizontal coordinates were established by classical geodetic methods
 TU3421.and adjusted by the National Geodetic Survey in December 1998..
 TU3421.The horizontal coordinates are valid at the epoch date displayed above.
 TU3421.The epoch date for horizontal control is a decimal equivalence
 TU3421.of Year/Month/Day.
 TU3421
 TU3421.The orthometric height was determined by vertical angle observations.
 TU3421.No vertical observational check was made to the station.
 TU3421
 TU3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3421
 TU3421.The geoid height was determined by GEOID03.
 TU3421
 TU3421;                    North         East     Units Scale Factor Converg.
 TU3421;SPC HI 2     -    84,305.807   451,050.868   MT  0.99999626   -0 10 10.4
 TU3421;UTM  04      - 2,333,702.844   693,442.751   MT  1.00006244   +0 40 13.5
 TU3421
 TU3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3421!SPC HI 2     -   0.99999720  x   0.99999626  =   0.99999346
 TU3421!UTM  04      -   0.99999720  x   1.00006244  =   1.00005964
 TU3421
 TU3421|---------------------------------------------------------------------|
 TU3421| PID    Reference Object                     Distance      Geod. Az  |
 TU3421|                                                           dddmmss.s |
 TU3421| CN5311 KALA RM 1                             6.942 METERS 05904     |
 TU3421| TU3418 PUU ILOLI RESET                     APPROX. 2.5 KM 0621025.8 |
 TU3421| CN5312 KALA RM 2                             7.119 METERS 33732     |
 TU3421|---------------------------------------------------------------------|
 TU3421
 TU3421                          SUPERSEDED SURVEY CONTROL
 TU3421
 TU3421  NAD 83(1986)-  21 05 39.01382(N)    157 08 15.93566(W) AD(       ) 2
 TU3421  OLD HI      -  21 05 50.46100(N)    157 08 26.06500(W) AD(       ) 2
 TU3421
 TU3421.Superseded values are not recommended for survey control.
 TU3421.NGS no longer adjusts projects to the OLD HI datum.
 TU3421.See file dsdata.txt to determine how the superseded data were derived.
 TU3421
 TU3421_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9344333703(NAD 83)
 TU3421_MARKER: Z = SEE DESCRIPTION
 TU3421_SETTING: 0 = UNSPECIFIED SETTING
 TU3421
 TU3421  HISTORY     - Date     Condition        Report By
 TU3421  HISTORY     - 1962     MONUMENTED       CGS
 TU3421  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3421
 TU3421                          STATION DESCRIPTION
 TU3421
 TU3421'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3421'STATION IS LOCATED ABOUT 7-1/2 MILES AIRLINE WEST OF KAUNAKAKAI,
 TU3421'ALONG THE SOUTH SHORE OF MOLOKAI AND ON THE EAST SIDE OF A FENCE
 TU3421'LINE THAT EXTENDS SOUTH INTO THE WATER.
 TU3421'
 TU3421'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3421'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3421'HIGHWAY 46 FOR 2.5 MILES TO A CONCRETE BRIDGE ON RIGHT
 TU3421'CURVE.  CONTINUE FOR 0.1 MILE TO A REVERSE-Y ON LEFT AT BOTTOM OF
 TU3421'GRADE.  TURN BACK SHARP LEFT AND GO SOUTH ON OLD PAVED ROAD FOR
 TU3421'0.15 MILE TO SECOND SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR
 TU3421'1.45 MILES TO FORK.  TAKE RIGHT FORK, ACROSS CATTLEGUARD, AND
 TU3421'GO 0.05 MILE TO REVERSE-Y ON RIGHT.  ANGLE LEFT AND GO WEST FOR
 TU3421'0.65 MILE TO FORK.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.9 MILE
 TU3421'TO FORK.  TAKE RIGHT FORK, ALONG TOP OF DIKE, FOR 0.8 MILE
 TU3421'TO CROSSROAD.  CONTINUE AHEAD ON DIKE ROAD FOR 1.0 MILE
 TU3421'TO FORK.  TAKE RIGHT FORK, OFF OF DIKE, AND CONTINUE
 TU3421'ON TRACK ROAD FOR 0.7 MILE TO METAL GATE.  PASS THROUGH GATE
 TU3421'AND CONTINUE WEST FOR 1.65 MILES TO GATE AT FENCE CORNER.  JOG
 TU3421'LEFT AROUND FENCE CORNER AND CONTINUE WEST ALONG FENCE FOR
 TU3421'0.1 MILE TO FENCE CORNER.  TURN LEFT AND GO SOUTH ALONG
 TU3421'EAST SIDE OF FENCE LINE FOR 0.1 MILE TO SHORELINE AND STATION.
 TU3421'
 TU3421'STATION MARK IS A STANDARD DISK STAMPED KALA 1962, BRAZED TO THE
 TU3421'TOP OF A 1-INCH IRON PIPE THAT IS SET IN CEMENT AND PROJECTS 8
 TU3421'INCHES ABOVE GROUND.  IT IS 4.4 FEET EAST OF FENCE LINE, 10.6
 TU3421'FEET NORTH-NORTHEAST OF THE NORTH END OF A WOODEN GATE, 15 FEET
 TU3421'NORTH OF THE EXTREME SOUTH TIP OF THE GRASSY POINT, 1 FOOT SOUTH
 TU3421'OF A WHITE WITNESS POST, 150 YARDS SOUTH-SOUTHWEST OF A WINDMILL
 TU3421'AND ABOUT 4 FEET HIGHER THAN HIGH WATER LINE.
 TU3421'
 TU3421'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALA NO 1
 TU3421'1962, BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET IN
 TU3421'CEMENT AND PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 25 FEET
 TU3421'EAST OF THE FENCE LINE, 15 FEET NORTH OF SHORE BANK AND ABOUT 6
 TU3421'INCHES LOWER THAN STATION.
 TU3421'
 TU3421'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALA NO 2
 TU3421'1962, BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET IN
 TU3421'CEMENT AND PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST
 TU3421'OF THE FENCE LINE, 2 FEET NORTH-NORTHEAST OF THE THIRD FENCE POST
 TU3421'NORTH OF THE WOODEN GATE, AND ABOUT 1 FOOT LOWER THAN THE
 TU3421'STATION.
 TU3421
 TU3421                          STATION RECOVERY (1967)
 TU3421
 TU3421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3421'STATION AND ALL REFERENCE MARKS RECOVERED AS DESCRIBED.
 TU3421'
 TU3421'DESCRIPTION ADEQUATE AND CORRECT.
 TU3421'
 TU3421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3421'7-1/2 MILES WEST OF KAUNAKAKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3329 ***********************************************************************
 TU3329  DESIGNATION -  KALAELOA 1915
 TU3329  PID         -  TU3329
 TU3329  STATE/COUNTY-  HI/MAUI
 TU3329  USGS QUAD   -  
 TU3329
 TU3329                         *CURRENT SURVEY CONTROL
 TU3329  ___________________________________________________________________
 TU3329* NAD 83(1993)-  21 02 58.78967(N)    156 50 56.11773(W)     ADJUSTED  
 TU3329* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU3329  ___________________________________________________________________
 TU3329  EPOCH DATE  -        1993.62
 TU3329  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 TU3329  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU3329
 TU3329  HORZ ORDER  -  THIRD
 TU3329
 TU3329.The horizontal coordinates were established by classical geodetic methods
 TU3329.and adjusted by the National Geodetic Survey in December 1998..
 TU3329.The horizontal coordinates are valid at the epoch date displayed above.
 TU3329.The epoch date for horizontal control is a decimal equivalence
 TU3329.of Year/Month/Day.
 TU3329
 TU3329.The orthometric height was scaled from a topographic map.
 TU3329
 TU3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3329
 TU3329.The geoid height was determined by GEOID03.
 TU3329
 TU3329;                    North         East     Units Scale Factor Converg.
 TU3329;SPC HI 2     -    79,315.310   481,057.765   MT  0.99997110   -0 03 55.7
 TU3329;UTM  04      - 2,329,151.656   723,524.221   MT  1.00021747   +0 46 22.6
 TU3329
 TU3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3329!SPC HI 2     -   0.99999733  x   0.99997110  =   0.99996843
 TU3329!UTM  04      -   0.99999733  x   1.00021747  =   1.00021480
 TU3329
 TU3329:                Primary Azimuth Mark                     Grid Az
 TU3329:SPC HI 2     -  PUU PAPAI RESET                          285 40 18.4
 TU3329:UTM  04      -  PUU PAPAI RESET                          284 50 00.1
 TU3329
 TU3329|---------------------------------------------------------------------|
 TU3329| PID    Reference Object                     Distance      Geod. Az  |
 TU3329|                                                           dddmmss.s |
 TU3329| TU3341 PUU PAPAI RESET                     APPROX. 5.5 KM 2853622.7 |
 TU3329|---------------------------------------------------------------------|
 TU3329
 TU3329                          SUPERSEDED SURVEY CONTROL
 TU3329
 TU3329  NAD 83(1986)-  21 02 58.74367(N)    156 50 56.06695(W) AD(       ) 3
 TU3329  OLD HI      -  21 03 10.15800(N)    156 51 06.13400(W) AD(       ) 3
 TU3329
 TU3329.Superseded values are not recommended for survey control.
 TU3329.NGS no longer adjusts projects to the OLD HI datum.
 TU3329.See file dsdata.txt to determine how the superseded data were derived.
 TU3329
 TU3329_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2352429152(NAD 83)
 TU3329
 TU3329  HISTORY     - Date     Condition        Report By
 TU3329  HISTORY     - 1915     MONUMENTED       CGS
 TU3329  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3329
 TU3329                          STATION DESCRIPTION
 TU3329
 TU3329'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (ERH)
 TU3329'ON THE SOUTHEASTERN COAST OF MOLOKAI, ON THE LOW FLAT ISLAND A
 TU3329'LITTLE OVER 1-1/2 MILES EAST OF KAMALO WHARF.  THIS ISLAND IS
 TU3329'CONNECTED WITH SHORE BY FISH POND WALLS.  A SMALL SHED WITH A MARK
 TU3329'OF WHITE PAINT BEARS N. 60 DEG W., 150 METERS.  STATION IS VERY
 TU3329'CLOSE TO WATER LINE ON EAST AND IS MARKED WITH CONCRETE MONUMENT
 TU3329'AND BRONZE DISK IN TOP, NOTE 6 1/2.  IN 1925 CONCRETE POST FOUND
 TU3329'WASHED OUT AND LYING NEAR WATERS EDGE, THE SHORE LINE HAVING
 TU3329'APPARENTLY RECEDED VERY MUCH SINCE THE STATION WAS
 TU3329'ESTABLISHED.  THE SMALL SHED (WITNESS MARK) ALSO REPORTED AS
 TU3329'GONE.
 TU3329
 TU3329                          STATION RECOVERY (1962)
 TU3329
 TU3329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3329'THE CONCRETE MONUMENT WITH STATION DISK IN TOP WAS FOUND LAYING
 TU3329'IN ABOUT 3 FEET OF WATER, 30 FEET EAST OF THE PRESENT
 TU3329'SHORELINE.  STATION SHOULD BE CONSICDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1291 ***********************************************************************
 TU1291  DESIGNATION -  KALAEPOHAKU RESET
 TU1291  PID         -  TU1291
 TU1291  STATE/COUNTY-  HI/HONOLULU
 TU1291  USGS QUAD   -  HONOLULU (1983)
 TU1291
 TU1291                         *CURRENT SURVEY CONTROL
 TU1291  ___________________________________________________________________
 TU1291* NAD 83(1993)-  21 19 47.62946(N)    157 51 42.72728(W)     ADJUSTED  
 TU1291* LOCAL TIDAL -        64.5    (meters)     212.     (feet)  VERT ANG  
 TU1291  ___________________________________________________________________
 TU1291  EPOCH DATE  -        1993.62
 TU1291  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 TU1291  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1291
 TU1291  HORZ ORDER  -  FIRST
 TU1291
 TU1291.The horizontal coordinates were established by classical geodetic methods
 TU1291.and adjusted by the National Geodetic Survey in December 1998..
 TU1291.The horizontal coordinates are valid at the epoch date displayed above.
 TU1291.The epoch date for horizontal control is a decimal equivalence
 TU1291.of Year/Month/Day.
 TU1291
 TU1291.The orthometric height was determined by vertical angle observations.
 TU1291
 TU1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1291
 TU1291.The geoid height was determined by GEOID03.
 TU1291
 TU1291;                    North         East     Units Scale Factor Converg.
 TU1291;SPC HI 3     -    18,079.017   514,329.641   MT  0.99999254   +0 03 00.9
 TU1291;UTM  04      - 2,359,085.398   618,028.524   MT  0.99977214   +0 24 50.5
 TU1291
 TU1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1291!SPC HI 3     -   0.99998738  x   0.99999254  =   0.99997992
 TU1291!UTM  04      -   0.99998738  x   0.99977214  =   0.99975952
 TU1291
 TU1291|---------------------------------------------------------------------|
 TU1291| PID    Reference Object                     Distance      Geod. Az  |
 TU1291|                                                           dddmmss.s |
 TU1291| CJ9545 KALAEPOHAKU RM 1                     10.501 METERS 02753     |
 TU1291| TU1292 HONOLULU CASTLE COOKE BLDG LT       APPROX. 2.4 KM 1810259.3 |
 TU1291| TU1294 HONOLULU KALANIHUIA APT SHAFT       APPROX. 1.5 KM 1834254.4 |
 TU1291| TU1319 HONOLULU HAWAIIAN GRAIN ELEV        APPROX. 2.2 KM 2011821.8 |
 TU1291| TU1320 HONOLULU AMERICAN CANNERY TANK      APPROX. 1.6 KM 2094200.7 |
 TU1291| TU1326 HONOLULU HAWAIIAN PINEAPPLE TK      APPROX. 1.7 KM 2142552.5 |
 TU1291| CJ9546 KALAEPOHAKU RM 2                      5.870 METERS 30628     |
 TU1291|---------------------------------------------------------------------|
 TU1291
 TU1291                          SUPERSEDED SURVEY CONTROL
 TU1291
 TU1291  NAD 83(1986)-  21 19 47.57906(N)    157 51 42.73657(W) AD(       ) 1
 TU1291  OLD HI      -  21 19 58.97497(N)    157 51 52.61437(W) AD(       ) 1
 TU1291
 TU1291.Superseded values are not recommended for survey control.
 TU1291.NGS no longer adjusts projects to the OLD HI datum.
 TU1291.See file dsdata.txt to determine how the superseded data were derived.
 TU1291
 TU1291_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1802959085(NAD 83)
 TU1291
 TU1291  HISTORY     - Date     Condition        Report By
 TU1291  HISTORY     - 1969     MONUMENTED       CGS
 TU1291  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TU1291  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1291  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1291  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1291
 TU1291                          STATION DESCRIPTION
 TU1291
 TU1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (EOH)
 TU1291'THIS STATION IS LOCATED ON THE LOWER SLOPE OF ALEWA HEIGHTS, IN
 TU1291'AN OLD CEMETERY, LOCATED ON A SMALL PROMINENT KNOLL JUST EAST OF
 TU1291'SCHOOL STREET.
 TU1291'
 TU1291'STATION IS MARKED BY A TYPE C MARK OF THE HAWAIIAN TERRITORIAL
 TU1291'SURVEY.
 TU1291
 TU1291                          STATION RECOVERY (1956)
 TU1291
 TU1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1291'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TU1291'
 TU1291'TO GET TO STATION FROM INTERSECTION OF SCHOOL STREET AND POHAKU
 TU1291'STREET.  PROCEED 0.2 MILES ON POHAKU STREET TO HALA DRIVE.  TURN
 TU1291'RIGHT ON HALA DRIVE FOR 0.25 MILES TO KALEPA STREET.  TURN LEFT
 TU1291'ON KALEPA STREET AND PROCEED TO TERMINUS AT CEMETERY.  STATION
 TU1291'IS ON RIDGE, SEAWARD FROM CEMETERY APPROXIMATELY 50 FT.  IT IS A
 TU1291'TYPE C MARK.
 TU1291
 TU1291                          STATION RECOVERY (1963)
 TU1291
 TU1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1291'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO REFERENCE
 TU1291'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1291'
 TU1291'STATION IS LOCATED ABOUT 1-1/2 MILES AIRLINE NORTH OF THE FEDERAL
 TU1291'BUILDING IN HONOLULU, IN THE KAMEHAMEHA HEIGHTS DISTRICT OF
 TU1291'HONOLULU, ABOUT 100 YARDS NORTHWEST OF THE MALUHIA HOSPITAL, IN A
 TU1291'BRUSHY AREA AT THE SOUTHWEST END OF AN OLD CEMETERY.
 TU1291'
 TU1291'TO REACH STATION FROM THE INTERSECTION OF S. BERETANIA STREET
 TU1291'AND PALI HIGHWAY IN HONOLULU, GO NORTHEAST ON PALI HIGHWAY FOR
 TU1291'0.2 MILE.  TURN LEFT AND GO 0.6 MILE ON VINYARD STREET.  TURN
 TU1291'RIGHT AND GO 0.2 MILE ON LILIHA STREET.  TURN LEFT AND GO 0.4
 TU1291'MILE ON SCHOOL STREET.  TURN RIGHT AND GO NORTHEAST 0.3 MILE ON
 TU1291'LANAKILA AVENUE.  TURN LEFT AND GO 0.15 MILE ON LAKI RD.  CROSS
 TU1291'HALA DRIVE AND CONTINUE AHEAD, ON KALEPA PLACE, FOR 0.05 MILE
 TU1291'TO CHAIN GATE AT CEMETERY ENTRANCE.  WALK WESTERLY ON TRAIL FOR
 TU1291'ABOUT 45 YARDS TO STATION.
 TU1291'
 TU1291'STATION MARK IS CENTER OF A 2-1/2-INCH, IRON PIPE WHICH PROJECTS
 TU1291'12 INCHES FROM THE TOP OF A 5-FOOT-SQUARE, CONCRETE PLATFORM WHICH
 TU1291'EXTENDS ABOUT 1-1/2 FEET ABOVE GROUND, (THIS STRUCTURE IS A
 TU1291'HAWAII TERRITORIAL SURVEY TYPE C SIGNAL).  STATION IS 42 FEET
 TU1291'SOUTHWEST OF THE SOUTHWEST END OF A LOW, CONCRETE WALL
 TU1291'SURROUNDING THE KAPUA FAMILY PLOT, AND 130 FEET WEST-SOUTHWEST OF
 TU1291'THE CEMETERY ENTRANCE.
 TU1291'
 TU1291'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALAEPOHAKU
 TU1291'NO 1 1928, CEMENTED IN A DRILL HOLE IN THE TOP PART OF A SLOPING,
 TU1291'9-FOOT-DIAMETER, BLACK BOULDER THAT PROJECTS ABOUT 3 FEET ABOVE
 TU1291'GROUND.  IT IS 10 FEET SOUTHWEST OF THE SOUTHWEST END OF THE LOW
 TU1291'CONCRETE WALL, 20 FEET NORTHWEST OF DIM TRAIL, AND AT SAME
 TU1291'ELEVATION AS TOP OF STATION PIPE.
 TU1291'
 TU1291'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALAEPOHAKU
 TU1291'NO 2 1928, CEMENTED IN A DRILL HOLE IN A 5 X 7-FOOT BEDROCK
 TU1291'OUTCROP THAT IS FLUSH WITH GROUND ON ITS SOUTHEAST SIDE AND
 TU1291'PROJECTS 1 FOOT ON THE LOWER, NORTHWEST SIDE.  THE MARK IS 1 FOOT
 TU1291'IN FROM THE NORTHWEST EDGE OF THE ROCK, 14 FEET SOUTHEAST OF A
 TU1291'NARROW CEMETERY PLOT, AND ABOUT 4-1/2 FEET LOWER THAN TOP OF
 TU1291'STATION PIPE.
 TU1291'
 TU1291'NOTE--THERE IS NO PREVIOUS DESCRIPTION FOR THIS STATION AND IT
 TU1291'IS NOT KNOWN HOW THE STATION WAS ORIGINALLY MARKED.  THERE IS NO
 TU1291'ACCESS TO A MARK UNDER A TYPE C SIGNAL SO IT COULD NOT BE CHECKED.
 TU1291
 TU1291                          STATION RECOVERY (1969)
 TU1291
 TU1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1291'STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND IN
 TU1291'GOOD CONDITION AS DESCRIBED IN 1963.  WITH THE EXCEPTION OF A
 TU1291'DIFFERENCE IN THE MEASUREMENT TO REFERENCE MARK 2.  HOWEVER THE
 TU1291'ORIGINAL STATION WHICH WAS THE CENTER OF A 2 1/2-INCH IRON PIPE,
 TU1291'WAS REMOVED AND A STANDARD DISK WAS SET.  A COMPLETE
 TU1291'DESCRIPTION FOLLOWS--
 TU1291'
 TU1291'STATION IS LOCATED IN THE KAMEHAMEHA DISTRICT OF HONOLULU.  IT
 TU1291'IS 1-1/2 MILES NORTH OF THE FEDERAL BUILDING, 100 YARDS NORTHWEST
 TU1291'OF THE MALUHIA, IN A BRUSHY AREA AT THE SOUTHWEST END OF A
 TU1291'CEMETERY.
 TU1291'
 TU1291'TO REACH THE STATION FROM THE INTERSECTION OF BERETANIA STREET
 TU1291'AND NUUANU AVENUE, IN HONOLULU.  GO NORTHEAST ON NUUANU AVENUE
 TU1291'FOR 0.4 MILE TO SCHOOL STREET.  TURN LEFT, NORTHWEST, ON SCHOOL
 TU1291'STREET FOR 0.85 MILE TO LANAKILA AVENUE.  TURN RIGHT, NORTHEAST,
 TU1291'ON LANAKILA AVENUE FOR 0.3 MILE TO LAKI ROAD.  TURN LEFT,
 TU1291'NORTHWEST, ON LAKI ROAD FOR 0.15 MILE TO HALA DRIVE AND THE END
 TU1291'OF LAKI ROAD.  CONTINUE NORTHWEST, CROSSING HALA DRIVE, AND
 TU1291'ENTERING KALEPA PLACE, FOR 0.05 MILE TO THE CEMETERY AND THE
 TU1291'STATION ON THE LEFT.
 TU1291'
 TU1291'STATION MARK, IS A STANDARD DISK STAMPED KALAEPOHAKU 1927
 TU1291'1969.  IT IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A
 TU1291'TYPE C HAWAII TERRITORIAL SURVEY SIGNAL WHICH IS CENTERED OVER
 TU1291'THE MARK.  IT IS 130 FEET WEST-SOUTHWEST OF THE CEMETERY ENTRANCE
 TU1291'AND 42 FEET SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE WALL
 TU1291'WHICH SURROUNDS THE KAPAU FAMILY PLOT.  THE TYPE C SIGNAL IS A
 TU1291'CONCRETE PLATFORM, 6-FOOT SQUARE AND PROJECTS 20 INCHES ABOVE
 TU1291'THE GROUND SURFACE.
 TU1291'
 TU1291'REFERENCE MARK 1, IS A STANDARD DISK STAMPED KALAEPOHAKU NO 1
 TU1291'1928.  IT IS CEMENTED IN THE TOP OF A 7 X 7 FOOT BOULDER WHICH
 TU1291'PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 TU1291'NORTHWEST OF THE CENTER OF A TRACK ROAD, 10 FEET SOUTHWEST OF THE
 TU1291'SOUTHWEST END OF A CONCRETE WALL AND ABOUT THE SAME ELEVATION
 TU1291'AS THE STATION.
 TU1291'
 TU1291'REFERENCE MARK 2, IS A STANDARD DISK STAMPED KALAEPOHAKU NO 2
 TU1291'1928.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 6-FOOT
 TU1291'BOULDER WHICH IS FLUSH ON THE SOUTHEAST SIDE AND PROJECTS 1 FOOT
 TU1291'ON THE NORTHWEST SIDE.  IT IS 18.0 FEET SOUTHEAST OF THE SOUTHWEST
 TU1291'CORNER OF A CHAIN FENCE WHICH SURROUNDS A PLOT.  ABOUT 3 FEET
 TU1291'LOWER THAN THE STATION.
 TU1291'
 TU1291'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO HEAVY
 TU1291'BRUSH ON LINE.
 TU1291'
 TU1291'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU1291'
 TU1291'HEIGHT OF LIGHT ABOVE STATION MARK 5.5 FEET.
 TU1291'
 TU1291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1291'IN HONOLULU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2289 ***********************************************************************
 TU2289  DESIGNATION -  KALAIEHA PUU
 TU2289  PID         -  TU2289
 TU2289  STATE/COUNTY-  HI/HAWAII
 TU2289  USGS QUAD   -  PUU OO (1982)
 TU2289
 TU2289                         *CURRENT SURVEY CONTROL
 TU2289  ___________________________________________________________________
 TU2289* NAD 83(1993)-  19 42 14.25675(N)    155 26 17.14099(W)     ADJUSTED  
 TU2289* LOCAL TIDAL -      2140.00   (meters)    7021.0    (feet)  LEVELING  
 TU2289  ___________________________________________________________________
 TU2289  EPOCH DATE  -        1993.62
 TU2289  LAPLACE CORR-          -8.08  (seconds)                    DEFLEC99
 TU2289  GEOID HEIGHT-          26.68  (meters)                     GEOID03
 TU2289
 TU2289  HORZ ORDER  -  THIRD
 TU2289  VERT ORDER  -  THIRD ?
 TU2289
 TU2289.The horizontal coordinates were established by classical geodetic methods
 TU2289.and adjusted by the National Geodetic Survey in December 1998..
 TU2289.The horizontal coordinates are valid at the epoch date displayed above.
 TU2289.The epoch date for horizontal control is a decimal equivalence
 TU2289.of Year/Month/Day.
 TU2289
 TU2289.The orthometric height was determined by differential leveling.
 TU2289.The vertical network tie was performed by a horz. field party for horz.
 TU2289.obs reductions. Reset procedures were used to establish the elevation.
 TU2289
 TU2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2289
 TU2289.The geoid height was determined by GEOID03.
 TU2289
 TU2289;                    North         East     Units Scale Factor Converg.
 TU2289;SPC HI 1     -    96,372.288   506,490.016   MT  0.99996719   +0 01 15.1
 TU2289;UTM  05      - 2,180,556.216   244,429.156   MT  1.00040741   -0 49 20.9
 TU2289
 TU2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2289!SPC HI 1     -   0.99965953  x   0.99996719  =   0.99962673
 TU2289!UTM  05      -   0.99965953  x   1.00040741  =   1.00006680
 TU2289
 TU2289:                Primary Azimuth Mark                     Grid Az
 TU2289:SPC HI 1     -  KOLE                                     022 12 56.6
 TU2289:UTM  05      -  KOLE                                     023 03 32.6
 TU2289
 TU2289|---------------------------------------------------------------------|
 TU2289| PID    Reference Object                     Distance      Geod. Az  |
 TU2289|                                                           dddmmss.s |
 TU2289| TU2303 KOLE                                APPROX. 5.2 KM 0221411.7 |
 TU2289| TU2288 PUU OO 1891                         APPROX. 5.4 KM 0592737.7 |
 TU2289|---------------------------------------------------------------------|
 TU2289
 TU2289                          SUPERSEDED SURVEY CONTROL
 TU2289
 TU2289  NAD 83(1986)-  19 42 14.23127(N)    155 26 17.17366(W) AD(       ) 3
 TU2289  OLD HI      -  19 42 26.27200(N)    155 26 26.78600(W) AD(       ) 3
 TU2289
 TU2289.Superseded values are not recommended for survey control.
 TU2289.NGS no longer adjusts projects to the OLD HI datum.
 TU2289.See file dsdata.txt to determine how the superseded data were derived.
 TU2289
 TU2289_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4442980556(NAD 83)
 TU2289
 TU2289  HISTORY     - Date     Condition        Report By
 TU2289  HISTORY     - UNK      MONUMENTED
 TU2289  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TU2289
 TU2289                          STATION DESCRIPTION
 TU2289
 TU2289'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (YY)
 TU2289'STATION LOCATED ON TOP OF KALAIEHA HILL (CINDER).
 TU2289'
 TU2289'STATION MARK--CHISELED CROSS ON ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3380 ***********************************************************************
 TU3380  DESIGNATION -  KALAMAULA
 TU3380  PID         -  TU3380
 TU3380  STATE/COUNTY-  HI/MAUI
 TU3380  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3380
 TU3380                         *CURRENT SURVEY CONTROL
 TU3380  ___________________________________________________________________
 TU3380* NAD 83(1993)-  21 07 19.21005(N)    157 01 30.89593(W)     ADJUSTED  
 TU3380* LOCAL TIDAL -       226.     (meters)     741.     (feet)  SCALED    
 TU3380  ___________________________________________________________________
 TU3380  EPOCH DATE  -        1993.62
 TU3380  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 TU3380  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3380
 TU3380  HORZ ORDER  -  THIRD
 TU3380
 TU3380.The horizontal coordinates were established by classical geodetic methods
 TU3380.and adjusted by the National Geodetic Survey in December 1998..
 TU3380.The horizontal coordinates are valid at the epoch date displayed above.
 TU3380.The epoch date for horizontal control is a decimal equivalence
 TU3380.of Year/Month/Day.
 TU3380
 TU3380.The orthometric height was scaled from a topographic map.
 TU3380
 TU3380.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3380
 TU3380.The geoid height was determined by GEOID03.
 TU3380
 TU3380;                    North         East     Units Scale Factor Converg.
 TU3380;SPC HI 2     -    87,355.467   462,749.505   MT  0.99998381   -0 07 45.2
 TU3380;UTM  04      - 2,336,924.115   705,096.570   MT  1.00011984   +0 42 42.7
 TU3380
 TU3380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3380!SPC HI 2     -   0.99996199  x   0.99998381  =   0.99994580
 TU3380!UTM  04      -   0.99996199  x   1.00011984  =   1.00008183
 TU3380
 TU3380:                Primary Azimuth Mark                     Grid Az
 TU3380:SPC HI 2     -  PUU LUAHINE                              058 34 32.2
 TU3380:UTM  04      -  PUU LUAHINE                              057 44 04.3
 TU3380
 TU3380|---------------------------------------------------------------------|
 TU3380| PID    Reference Object                     Distance      Geod. Az  |
 TU3380|                                                           dddmmss.s |
 TU3380| TU3393 PUU LUAHINE                         APPROX. 1.5 KM 0582647.0 |
 TU3380|---------------------------------------------------------------------|
 TU3380
 TU3380                          SUPERSEDED SURVEY CONTROL
 TU3380
 TU3380  NAD 83(1986)-  21 07 19.16609(N)    157 01 30.84571(W) AD(       ) 3
 TU3380  OLD HI      -  21 07 30.60000(N)    157 01 40.92000(W) AD(       ) 3
 TU3380
 TU3380.Superseded values are not recommended for survey control.
 TU3380.NGS no longer adjusts projects to the OLD HI datum.
 TU3380.See file dsdata.txt to determine how the superseded data were derived.
 TU3380
 TU3380_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0509736924(NAD 83)
 TU3380
 TU3380  HISTORY     - Date     Condition        Report By
 TU3380  HISTORY     - UNK      MONUMENTED
 TU3380  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3380
 TU3380                          STATION DESCRIPTION
 TU3380
 TU3380'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3380'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3380'AND THE AREA VISITRD.  A 2 INCH IRON PIPE PROJECTING 8 INCHES WAS
 TU3380'FOUND.  THE CHARACTER OF THE ORIGINAL MARK AND THE YEAR IT WAS
 TU3380'ESTABLISHED IS UNKNOWN.  THE PIPE IS PROBABLY IN THE SAME LOCATION
 TU3380'AS THE ORIGINAL STATION BUT TO VERIFY THIS ADDITIONAL FIELD WORK
 TU3380'WOULD HAVE TO BE PERFORMED.
 TU3380'
 TU3380'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45
 TU3380'AND 46 AT THE POST OFFICE IN KAUNAKAKAI, GO 4.1 MILES NORTHWEST
 TU3380'ON STATE ROUTE 46 TO A ROAD ON THE RIGHT, TURN RIGHT GO 1.3
 TU3380'MILES NORTHEAST ON GRADED GRAVEL ROAD TO TRACK ROAD ON RIGHT,
 TU3380'TURN RIGHT GO 1.9 MILES EAST TO DIM TRACK ROAD ON RIGHT, TURN
 TU3380'RIGHT GO 0.25 MILE TO FORK IN ROAD, TAKE RIGHT FORK 0.4 MILE TO
 TU3380'END OF TRUCK TRAVEL AND STATION ON THE LEFT ABOUT 400 FEET
 TU3380'SOUTH OF THE ROAD.  STATION IS ON A SMALL RISE OF LAND THAT IS
 TU3380'COVERED WITH SCATTERED SMALL ROCK OUTCROPS AND KEAWE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3288 ***********************************************************************
 TU3288  DESIGNATION -  KALANIKAULA 1915
 TU3288  PID         -  TU3288
 TU3288  STATE/COUNTY-  HI/MAUI
 TU3288  USGS QUAD   -  
 TU3288
 TU3288                         *CURRENT SURVEY CONTROL
 TU3288  ___________________________________________________________________
 TU3288* NAD 83(1993)-  21 09 14.92436(N)    156 43 34.79566(W)     ADJUSTED  
 TU3288* LOCAL TIDAL -       242.     (meters)     794.     (feet)  SCALED    
 TU3288  ___________________________________________________________________
 TU3288  EPOCH DATE  -        1993.62
 TU3288  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 TU3288  GEOID HEIGHT-          14.39  (meters)                     GEOID03
 TU3288
 TU3288  HORZ ORDER  -  THIRD
 TU3288
 TU3288.The horizontal coordinates were established by classical geodetic methods
 TU3288.and adjusted by the National Geodetic Survey in December 1998..
 TU3288.The horizontal coordinates are valid at the epoch date displayed above.
 TU3288.The epoch date for horizontal control is a decimal equivalence
 TU3288.of Year/Month/Day.
 TU3288
 TU3288.The orthometric height was scaled from a topographic map.
 TU3288
 TU3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3288
 TU3288.The geoid height was determined by GEOID03.
 TU3288
 TU3288;                    North         East     Units Scale Factor Converg.
 TU3288;SPC HI 2     -    90,873.328   493,803.155   MT  0.99996714   -0 01 17.5
 TU3288;UTM  04      - 2,340,898.710   736,102.285   MT  1.00028892   +0 49 15.2
 TU3288
 TU3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3288!SPC HI 2     -   0.99995970  x   0.99996714  =   0.99992684
 TU3288!UTM  04      -   0.99995970  x   1.00028892  =   1.00024861
 TU3288
 TU3288:                Primary Azimuth Mark                     Grid Az
 TU3288:SPC HI 2     -  HALAWA 1915                              244 35 03.9
 TU3288:UTM  04      -  HALAWA 1915                              243 44 31.2
 TU3288
 TU3288|---------------------------------------------------------------------|
 TU3288| PID    Reference Object                     Distance      Geod. Az  |
 TU3288|                                                           dddmmss.s |
 TU3288| TU3298 HALAWA 1915                         APPROX. 3.8 KM 2443346.4 |
 TU3288|---------------------------------------------------------------------|
 TU3288
 TU3288                          SUPERSEDED SURVEY CONTROL
 TU3288
 TU3288  NAD 83(1986)-  21 09 14.87976(N)    156 43 34.73850(W) AD(       ) 3
 TU3288  OLD HI      -  21 09 26.34800(N)    156 43 44.89200(W) AD(       ) 3
 TU3288
 TU3288.Superseded values are not recommended for survey control.
 TU3288.NGS no longer adjusts projects to the OLD HI datum.
 TU3288.See file dsdata.txt to determine how the superseded data were derived.
 TU3288
 TU3288_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3610240899(NAD 83)
 TU3288
 TU3288  HISTORY     - Date     Condition        Report By
 TU3288  HISTORY     - 1915     MONUMENTED       CGS
 TU3288  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3288
 TU3288                          STATION DESCRIPTION
 TU3288
 TU3288'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (ERH)
 TU3288'ON THE EASTERN SHORE OF MOLOKAI, ON HIGHEST POINT OF A WELL
 TU3288'DEFINED, GRASSY HILL ABOVE AND SOUTHEAST OF THE VILLAGE OF
 TU3288'HALAWA.  THIS HILL SHOWS UP FROM THE SEA AS A KNOB AT THE RIGHT
 TU3288'END OF A RIDGE TRENDING SOUTH-SOUTHWEST.  THERE IS A LARGE KUKUI
 TU3288'GROVE (LIGHT GREEN) ON THIS RIDGE, SEEN FROM THE SEA.  IT IS
 TU3288'ABOUT 200 METERS FROM THE STATION, AND BEARS
 TU3288'SOUTH-SOUTHWEST.  STATION MARKED UNDERGROUND BY A BOTTLE.
 TU3288'SURFACE MARK IS STANDARD DISK IN CONCRETE MONUMENT DESCRIBED IN
 TU3288'NOTE 6 1/2.
 TU3288
 TU3288                          STATION RECOVERY (1962)
 TU3288
 TU3288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3288'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, NEW
 TU3288'DESCRIPTION FOLLOWS--
 TU3288'
 TU3288'STATION IS LOCATED, AIRLINE, ABOUT 3/4 MILE EAST OF THE VILLAGE OF
 TU3288'HALAWA AND 1 MILE WEST OF THE EXTREME EAST TIP OF MOLOKAI ISLAND ON
 TU3288'THE SUMMIT OF A PROMINENT HILL ON PROPERTY OF THE PUU O HOKU
 TU3288'RANCH.  THIS HILL IS ABOUT 795 FEET IN ELEVATION AND IS COVERED BY
 TU3288'A DENSE GROWTH OF IRONWOOD TREES ABOUT 25 FEET HIGH.
 TU3288'
 TU3288'TO REACH STATION FROM THE PUU O HOKU HEADQUARTERS, ABOUT 1
 TU3288'MILE SOUTHEAST OF HALAWA, GO NORTHEASTERLY ON FIELD ROAD FOR 0.55
 TU3288'MILE TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.25
 TU3288'MILE.  GO LEFT, LEAVING THE ROAD, AND GO 0.05 MILE TO FENCE
 TU3288'CORNER AT BASE OF HILL.  CROSS FENCE AND WALK NORTHERLY THROUGH
 TU3288'TREES FOR ABOUT 200 YARDS TO TOP OF HILL AND STATION.
 TU3288'
 TU3288'STATION MARK IS A STANDARD TERRITORY SURVEY DISK UNSTAMPED,
 TU3288'SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU3288'PROJECTS ABOUT 1 FOOT ABOVE GROUND.  IT IS ABOUT 10 YARDS SOUTHEAST
 TU3288'OF A FENCE LINE.
 TU3288'
 TU3288'VIEW IS OBSTRUCTED IN ALL DIRECTIONS BY THE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2591 ***********************************************************************
 TU2591  DESIGNATION -  KALAOA CATHOLIC CHURCH SPIRE
 TU2591  PID         -  TU2591
 TU2591  STATE/COUNTY-  HI/HAWAII
 TU2591  USGS QUAD   -  KAILUA (1996)
 TU2591
 TU2591                         *CURRENT SURVEY CONTROL
 TU2591  ___________________________________________________________________
 TU2591* NAD 83(1993)-  19 43 35.79660(N)    155 58 41.47943(W)     ADJUSTED  
 TU2591* LOCAL TIDAL -                                                        
 TU2591  ___________________________________________________________________
 TU2591  EPOCH DATE  -        1993.62
 TU2591  LAPLACE CORR-          22.09  (seconds)                    DEFLEC99
 TU2591  GEOID HEIGHT-          19.83  (meters)                     GEOID03
 TU2591
 TU2591  HORZ ORDER  -  THIRD
 TU2591
 TU2591.The horizontal coordinates were established by classical geodetic methods
 TU2591.and adjusted by the National Geodetic Survey in December 1998..
 TU2591.The horizontal coordinates are valid at the epoch date displayed above.
 TU2591.The epoch date for horizontal control is a decimal equivalence
 TU2591.of Year/Month/Day.
 TU2591
 TU2591
 TU2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2591
 TU2591.The geoid height was determined by GEOID03.
 TU2591
 TU2591;                    North         East     Units Scale Factor Converg.
 TU2591;SPC HI 1     -    98,948.994   449,874.337   MT  0.99999771   -0 09 41.1
 TU2591;UTM  05      - 2,183,968.712   187,822.294   MT  1.00080476   -1 00 21.8
 TU2591;UTM  04      - 2,184,049.657   816,753.553   MT  1.00084035   +1 01 14.9
 TU2591
 TU2591                          SUPERSEDED SURVEY CONTROL
 TU2591
 TU2591  NAD 83(1986)-  19 43 35.79619(N)    155 58 41.50239(W) AD(       ) 4
 TU2591  OLD HI      -  19 43 46.72000(N)    155 58 51.54000(W) AD(       ) 3
 TU2591
 TU2591.Superseded values are not recommended for survey control.
 TU2591.NGS no longer adjusts projects to the OLD HI datum.
 TU2591.See file dsdata.txt to determine how the superseded data were derived.
 TU2591
 TU2591_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8782283969(NAD 83)
 TU2591
 TU2591  HISTORY     - Date     Condition        Report By
 TU2591  HISTORY     - UNK      MONUMENTED
 TU2591  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2591  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU2591
 TU2591                          STATION DESCRIPTION
 TU2591
 TU2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2591'STATION WAS RECOVERED.  LOCATED ABOUT 6 MILES NORTH OF KAILUA,
 TU2591'AT KALAOA HOMESTEADS, ON RIGHT, EAST SIDE, ON STATE HIGHWAY 19.
 TU2591'
 TU2591'STATION IS THE SHARP, WHITE SPIRE ON THE WEST END OF THE HOLY
 TU2591'ROSARY CATHOLIC CHURCH, A SMALL, WHITE, RECTANGULAR, WOODEN
 TU2591'BUILDING, WITH GREEN TRIM, THAT SETS ON THE SLOPE, ABOUT 300
 TU2591'FEET EAST OF THE HIGHWAY, AND SLIGHTLY HIGHER.  A SMALL, WHITE
 TU2591'CROSS IS MOUNTED ON TOP OF THE SPIRE.
 TU2591
 TU2591                          STATION RECOVERY (1973)
 TU2591
 TU2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU2591'THE STATION WAS RECOVERED AS DESCRIBED.
 TU2591'
 TU2591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2591'ABOUT 6 MILES NORTH OF KAILUA-KONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2515 ***********************************************************************
 TU2515  DESIGNATION -  KALAPA RESET
 TU2515  PID         -  TU2515
 TU2515  STATE/COUNTY-  HI/HAWAII
 TU2515  USGS QUAD   -  HONAUNAU (1996)
 TU2515
 TU2515                         *CURRENT SURVEY CONTROL
 TU2515  ___________________________________________________________________
 TU2515* NAD 83(1993)-  19 25 07.17874(N)    155 52 36.83238(W)     ADJUSTED  
 TU2515* LOCAL TIDAL -       387.2    (meters)    1270.     (feet)  VERT ANG  
 TU2515  ___________________________________________________________________
 TU2515  EPOCH DATE  -        1993.62
 TU2515  LAPLACE CORR-          24.98  (seconds)                    DEFLEC99
 TU2515  GEOID HEIGHT-          21.12  (meters)                     GEOID03
 TU2515
 TU2515  HORZ ORDER  -  SECOND
 TU2515
 TU2515.The horizontal coordinates were established by classical geodetic methods
 TU2515.and adjusted by the National Geodetic Survey in December 1998..
 TU2515.The horizontal coordinates are valid at the epoch date displayed above.
 TU2515.The epoch date for horizontal control is a decimal equivalence
 TU2515.of Year/Month/Day.
 TU2515
 TU2515.The orthometric height was determined by vertical angle observations.
 TU2515
 TU2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2515
 TU2515.The geoid height was determined by GEOID03.
 TU2515
 TU2515;                    North         East     Units Scale Factor Converg.
 TU2515;SPC HI 1     -    64,833.118   460,417.063   MT  0.99998603   -0 07 31.1
 TU2515;UTM  05      - 2,149,675.697   197,872.553   MT  1.00072848   -0 57 25.9
 TU2515
 TU2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2515!SPC HI 1     -   0.99993582  x   0.99998603  =   0.99992185
 TU2515!UTM  05      -   0.99993582  x   1.00072848  =   1.00066425
 TU2515
 TU2515|---------------------------------------------------------------------|
 TU2515| PID    Reference Object                     Distance      Geod. Az  |
 TU2515|                                                           dddmmss.s |
 TU2515| CN5313 KALAPA RM 1                           1.996 METERS 01337     |
 TU2515| CN5314 KALAPA RM 2                           2.767 METERS 11057     |
 TU2515| TU2530 LAE LOA RESET                       APPROX. 4.2 KM 2365557.0 |
 TU2515| TU2520 KALAMA UMI                          APPROX. 7.8 KM 3454929.2 |
 TU2515|---------------------------------------------------------------------|
 TU2515
 TU2515                          SUPERSEDED SURVEY CONTROL
 TU2515
 TU2515  NAD 83(1986)-  19 25 07.17619(N)    155 52 36.86508(W) AD(       ) 2
 TU2515  OLD HI      -  19 25 18.03500(N)    155 52 46.90200(W) AD(       ) 2
 TU2515
 TU2515.Superseded values are not recommended for survey control.
 TU2515.NGS no longer adjusts projects to the OLD HI datum.
 TU2515.See file dsdata.txt to determine how the superseded data were derived.
 TU2515
 TU2515_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9787349676(NAD 83)
 TU2515
 TU2515  HISTORY     - Date     Condition        Report By
 TU2515  HISTORY     - 1921     MONUMENTED       CGS
 TU2515  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2515  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2515  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2515  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2515
 TU2515                          STATION DESCRIPTION
 TU2515
 TU2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2515'IN KONA, ON HIGHEST PART OF PROMINENT HILL IN KEOKEA CALLED KALAPA,
 TU2515'ABOUT 1,200 FEET MAUKA (INLAND) FROM THE GOVERNMENT ROAD, AND
 TU2515'IMMEDIATELY NORTH OF THE BIG BUILDINGS OF THE KONA TOBACCO
 TU2515'CO.  THE SEA GABLE OF PACKING HOUSE BEARS S. 15 DEG W., DISTANT
 TU2515'ABOUT 300 METERS.  THE BOARDING HOUSE BEARS S. 3 DEG E., ABOUT
 TU2515'300 METERS.  THE NEARER OF TWO MAUKA (INLAND) DRYING BARNS BEARS
 TU2515'S. 80 DEG E., ABOUT 320 METERS.  IN 1928 STATION WAS
 TU2515'RECOVERED.  REPORTED DIFFICULT BECAUSE TOP OF HILL HEAVILY
 TU2515'OVERGROWN WITH GUAVA AND OTHER BUSHES.  THE KONA TOBACCO CO.
 TU2515'IS NO LONGER OPERATING, AND THE WHOLE PLACE HAS A RUN-DOWN
 TU2515'APPEARANCE.  STATION MARKED BY 1 1/2-INCH IRON PIPE SET
 TU2515'UPRIGHT IN A TRUNCATED PYRAMID OF CONCRETE, WITH THE LEGEND
 TU2515'KALAPA, 1921, JBM, PRIMARY SCRATCHED THEREON.  IN 1913 TWO OF
 TU2515'THE FOUR ORIGINAL REFERENCE MARKS WERE RECOVERED.  THEY WERE
 TU2515'CROSSES CUT IN STONES, 3.25 FEET TO THE NORTH, AND 3.47 FEET TO
 TU2515'THE SOUTH OF THE STATION.
 TU2515
 TU2515                          STATION RECOVERY (1948)
 TU2515
 TU2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2515'THE STATION WAS RECOVERED, IN GOOD CONDITION, AS DESCRIBED IN THE
 TU2515'1928 DESCRIPTION.  A NEW DESCRIPTION FOLLOWS--
 TU2515'
 TU2515'THE STATION IS LOCATED ON THE SUMMIT OF A BRUSH COVERED KNOLL,
 TU2515'NAMED PUU KALAPA, WHICH LIES ABOUT 5 MILES SOUTHEAST OF NAPOOPOO,
 TU2515'ABOUT 2 MILES EAST OF HONAUNAU BAY, ABOUT 1200 FEET EAST OF THE
 TU2515'HIGHWAY WHICH RUNS BETWEEN CAPTAIN COOK AND WAICHINU, ABOUT 100
 TU2515'YARDS NORTH OF A COFFEE PLANTATION AND ABOUT 200 FEET SOUTH OF A
 TU2515'GRAVEL PIT.
 TU2515'
 TU2515'TO REACH FROM THE POST OFFICE AT HONAUNAU.  GO SOUTH ON THE
 TU2515'ROAD WHICH LEADS TOWARD WAIOHINU FOR 1.65 MILES.  TURN LEFT,
 TU2515'ONTO A GRADED ROAD, AND GO EASTERLY FOR 0.5 MILE TO A T ROAD
 TU2515'INTERSECTION.  CONTINUE STRAIGHT AHEAD, NORTHERLY, FOR 0.2 MILE
 TU2515'TO A SMALL GRAVEL PIT AND THE END OF TRUCK TRAVEL.  FROM THIS
 TU2515'POINT PACK SOUTHWEST FOR ABOUT 200 FEET TO THE HIGH GROUND AND
 TU2515'THE STATION.
 TU2515'
 TU2515'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE (PLUMBED
 TU2515'OVER THE OLD MARK) WHICH PROJECTS ABOUT 3 FEET FROM THE TOP OF
 TU2515'A SQUARE CONCRETE PLATFORM WHICH IS ABOUT 6 FEET ON EACH SIDE
 TU2515'AND PROJECTS ABOUT 18 INCHES.
 TU2515'
 TU2515'REFERENCE MARK NUMBER 1 (ESTABLISHED IN 1948) IS A STANDARD DISK
 TU2515'STAMPED KALAPA NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER
 TU2515'WHICH PROJECTS ABOUT 2 FEET ON ITS NORTH SIDE AND IS FLUSH ON
 TU2515'THE SOUTH.
 TU2515'
 TU2515'REFERENCE MARK NUMBER 2 (ESTABLISHED IN 1948) IS A STANDARD
 TU2515'DISK, STAMPED KALAPA NO 2 1948, SET INTO A DRILL HOLE IN A
 TU2515'BOULDER WHICH IS ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 2
 TU2515'FEET.  IT IS LOCATED ABOUT 2 FEET LOWER THAN THE STATION.
 TU2515
 TU2515                          STATION RECOVERY (1968)
 TU2515
 TU2515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2515'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TU2515'MARKS HAVE BEEN DESTROYED BY CLEARING OF THE LAND FOR CULTIVATION,
 TU2515'AND FOR THIS REASON NO NEW ONES WERE SET.  A COMPLETE DESCRIPTION
 TU2515'FOLLOWS--
 TU2515'
 TU2515'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE POST OFFICE AT
 TU2515'HONAUNAU AND 1400 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 TU2515'11 AND 16, AT ABOUT 1270 FEET ELEVATION, ON AN OPEN, GRASSY HILL AT
 TU2515'WEST END OF A RIDGE AND MACADAMIA ORCHARD.  THERE IS A WIDE, FLAT,
 TU2515'BULLDOZED AREA ABOUT 50 YARDS WEST FROM STATION AND ABOUT 30 FEET
 TU2515'LOWER.
 TU2515'
 TU2515'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH
 TU2515'ON STATE HIGHWAY 11 FOR 1.4 MILES TO BOARD GATE ON LEFT, BY
 TU2515'POWER POLE NO. 313.  GO THROUGH GATE AND FOLLOW TRACK ROAD
 TU2515'UPGRADE FOR 0.2 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.1 MILE
 TU2515'TO FENCE AND END OF TRUCK TRAVEL.  PACK SOUTHERLY ALONG OLD ROAD
 TU2515'ABOUT 250 YARDS TO STATION.
 TU2515'
 TU2515'STATION IS MARKED BY A 1-INCH IRON PIPE SET IN CONCRETE, DOWN
 TU2515'INSIDE A 6 X 30-INCH RECESS IN THE CENTER OF A 6-FOOT-SQUARE,
 TU2515'CONCRETE PLATFORM.  A CONCRETE PIER, 2 FEET HIGH, WITH A 2-1/2-INCH
 TU2515'PIPE THROUGH THE MIDDLE, IS CENTERED OVER THE MARK, AND
 TU2515'SUPPORTS A RED AND WHITE METAL TARGET.
 TU2515
 TU2515                          STATION RECOVERY (1972)
 TU2515
 TU2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2515'STATION FOUND AS DESCRIBED IN 1968 RECOVERY NOTE IN GOOD
 TU2515'CONDITION.
 TU2515'
 TU2515'A MUCH EASIER ROUTE TO THE STATION IS THE FOLLOWING--
 TU2515'
 TU2515'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2515'STATE ROUTE 11 FOR 1.6 MILES AND TURN LEFT ON STONE ROAD OPPOSITE
 TU2515'POWER POLE NO. 317.  THERE IS A STONE WALL ON EACH SIDE OF THE
 TU2515'ROAD.  GO UP THE STONE ROAD FOR 0.2 MILE AND TAKE THE LEFT
 TU2515'FORK.  CONTINUE UP THE LEFT FORK FOR 0.3 MILE AND THE STATION
 TU2515'IS CLEARLY VISIBLE ON THE GRASSY HILL TO THE RIGHT.
 TU2515'
 TU2515'ALSO, FROM THE JUNCTION OF STATE ROUTE 11 AND STATE ROUTE 16 GO
 TU2515'NORTH ON S.R. 11 FOR 0.2 MILE AND TURN RIGHT ON THE ABOVE
 TU2515'MENTIONED STONE ROAD OPPOSITE POWER POLE NO. 317.
 TU2515'
 TU2515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2515'1.5 MILES SOUTH-SOUTHEAST OF HONAUNAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2089 ***********************************************************************
 TU2089  DESIGNATION -  KALAPANA CHURCH
 TU2089  PID         -  TU2089
 TU2089  STATE/COUNTY-  HI/HAWAII
 TU2089  USGS QUAD   -  KALAPANA (1994)
 TU2089
 TU2089                         *CURRENT SURVEY CONTROL
 TU2089  ___________________________________________________________________
 TU2089* NAD 83(1993)-  19 21 04.15785(N)    154 58 36.65683(W)     ADJUSTED  
 TU2089* LOCAL TIDAL -                                                        
 TU2089  ___________________________________________________________________
 TU2089  EPOCH DATE  -        1993.62
 TU2089  LAPLACE CORR-         -18.80  (seconds)                    DEFLEC99
 TU2089  GEOID HEIGHT-          14.39  (meters)                     GEOID03
 TU2089
 TU2089  HORZ ORDER  -  THIRD
 TU2089
 TU2089.The horizontal coordinates were established by classical geodetic methods
 TU2089.and adjusted by the National Geodetic Survey in December 1998..
 TU2089.The horizontal coordinates are valid at the epoch date displayed above.
 TU2089.The epoch date for horizontal control is a decimal equivalence
 TU2089.of Year/Month/Day.
 TU2089
 TU2089
 TU2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2089
 TU2089.The geoid height was determined by GEOID03.
 TU2089
 TU2089;                    North         East     Units Scale Factor Converg.
 TU2089;SPC HI 1     -    57,400.564   554,965.797   MT  1.00000400   +0 10 24.1
 TU2089;UTM  05      - 2,140,870.070   292,344.810   MT  1.00013304   -0 39 19.0
 TU2089
 TU2089                          SUPERSEDED SURVEY CONTROL
 TU2089
 TU2089  NAD 83(1986)-  19 21 04.09620(N)    154 58 36.68642(W) AD(       ) 4
 TU2089  OLD HI      -  19 21 15.18000(N)    154 58 46.78000(W) AD(       ) 3
 TU2089
 TU2089.Superseded values are not recommended for survey control.
 TU2089.NGS no longer adjusts projects to the OLD HI datum.
 TU2089.See file dsdata.txt to determine how the superseded data were derived.
 TU2089
 TU2089_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9234540870(NAD 83)
 TU2089
 TU2089  HISTORY     - Date     Condition        Report By
 TU2089  HISTORY     - 1914     MONUMENTED       CGS
 TU2089  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2089
 TU2089                          STATION DESCRIPTION
 TU2089
 TU2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2089'ON THE EASTERN COAST OF HAWAII, AT KALAPANA, THE SPIRE OF THE
 TU2089'PROTESTANT CHURCH.  THE CHURCH FACES THE SEA, AND THE SPIRE IS
 TU2089'SURMOUNTED BY A YELLOW BALL.  IN 1914 IT WAS THE LARGEST BUILDING
 TU2089'IN THE VILLAGE.
 TU2089
 TU2089                          STATION RECOVERY (1968)
 TU2089
 TU2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2089'STATION WAS RECOVERED, HOWEVER IT IS THE CONGREGATIONAL CHURCH,
 TU2089'A WOODEN STRUCTURE OVER 100 YEARS OLD, WITH SHARP SPIRE RISING ABOVE
 TU2089'THE ROOF.  LOCATED IN KALAPANA VILLAGE, NORTHWEST ACROSS THE
 TU2089'HIGHWAY FROM THE CATHOLIC CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3369 ***********************************************************************
 TU3369  DESIGNATION -  KALAWAO RESET
 TU3369  PID         -  TU3369
 TU3369  STATE/COUNTY-  HI/KALAWAO
 TU3369  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3369
 TU3369                         *CURRENT SURVEY CONTROL
 TU3369  ___________________________________________________________________
 TU3369* NAD 83(1993)-  21 12 33.24298(N)    156 58 11.49860(W)     ADJUSTED  
 TU3369* LOCAL TIDAL -        34.     (meters)     112.     (feet)  VERT ANG  
 TU3369  ___________________________________________________________________
 TU3369  EPOCH DATE  -        1993.62
 TU3369  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 TU3369  GEOID HEIGHT-          14.57  (meters)                     GEOID03
 TU3369
 TU3369  HORZ ORDER  -  SECOND
 TU3369
 TU3369.The horizontal coordinates were established by classical geodetic methods
 TU3369.and adjusted by the National Geodetic Survey in December 1998..
 TU3369.The horizontal coordinates are valid at the epoch date displayed above.
 TU3369.The epoch date for horizontal control is a decimal equivalence
 TU3369.of Year/Month/Day.
 TU3369
 TU3369.The orthometric height was determined by vertical angle observations.
 TU3369.No vertical observational check was made to the station.
 TU3369
 TU3369.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3369
 TU3369.The geoid height was determined by GEOID03.
 TU3369
 TU3369;                    North         East     Units Scale Factor Converg.
 TU3369;SPC HI 2     -    97,001.457   468,521.873   MT  0.99997891   -0 06 34.9
 TU3369;UTM  04      - 2,346,655.451   710,727.300   MT  1.00014877   +0 44 05.0
 TU3369
 TU3369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3369!SPC HI 2     -   0.99999237  x   0.99997891  =   0.99997128
 TU3369!UTM  04      -   0.99999237  x   1.00014877  =   1.00014113
 TU3369
 TU3369|---------------------------------------------------------------------|
 TU3369| PID    Reference Object                     Distance      Geod. Az  |
 TU3369|                                                           dddmmss.s |
 TU3369| CN5315 KALAWAO RM 1                          5.717 METERS 02814     |
 TU3369| TU3356 MOKAPU                              APPROX. 5.6 KM 1205016.4 |
 TU3369| TU3365 KAUHAKO                             APPROX. 2.5 KM 1754511.2 |
 TU3369| AA3563 KALAWAO RM 2                          5.532 METERS 22111     |
 TU3369|---------------------------------------------------------------------|
 TU3369
 TU3369                          SUPERSEDED SURVEY CONTROL
 TU3369
 TU3369  NAD 83(1986)-  21 12 33.20717(N)    156 58 11.44766(W) AD(       ) 2
 TU3369  OLD HI      -  21 12 44.68600(N)    156 58 21.58200(W) AD(       ) 2
 TU3369
 TU3369.Superseded values are not recommended for survey control.
 TU3369.NGS no longer adjusts projects to the OLD HI datum.
 TU3369.See file dsdata.txt to determine how the superseded data were derived.
 TU3369
 TU3369_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1072746655(NAD 83)
 TU3369
 TU3369  HISTORY     - Date     Condition        Report By
 TU3369  HISTORY     - 1957     MONUMENTED       USN
 TU3369  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3369
 TU3369                          STATION DESCRIPTION
 TU3369
 TU3369'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3369'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3369'HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION MARK
 TU3369'WAS A LARGE TRIPOD SIGNAL, REFERENCED BY 3 CROSSES ON
 TU3369'STONES.  STATION WAS RECOVERED AND FOUND TO BE MARKED WITH A
 TU3369'U.S. NAVY HYDROGRAPHICAL SURVEY BRONZE DISK.  ONLY 1 OF THE 3
 TU3369'CROSSES ON STONES WAS RECOVERED.  A COMPLETE DESCRIPTION
 TU3369'FOLLOWS--
 TU3369'
 TU3369'STATION IS LOCATED NEAR THE NORTH TIP OF MAKANALUA PENINSULA, AT
 TU3369'THE SITE OF THE U.S. COAST GUARD LIGHTHOUSE, ABOUT 1-1/2 MILES
 TU3369'NORTHEAST OF THE VILLAGE OF KALAUPAPA, ON A LOW, ROCKY KNOLL OF
 TU3369'105 FEET ELEVATION.
 TU3369'
 TU3369'TO REACH FROM THE COAST GUARD HEADQUARTERS, ABOUT 1/4 MILE
 TU3369'SOUTHEAST OF THE KALAUPAPA AIRPORT OFFICE, WALK EASTERLY ON
 TU3369'CONCRETE SIDEWALK UP SLOPE ABOUT 200 YARDS TO LIGHTHOUSE AND
 TU3369'STATION.
 TU3369'
 TU3369'STATION MARK IS A U.S. NAVY HYDROGRAPHICAL SURVEY BRONZE DISK,
 TU3369'STAMPED KALAWAO 1937 1957, SET IN THE TOP OF A STONE AND CONCRETE
 TU3369'MONUMENT THAT IS 2 FEET IN DIAMETER AT THE BOTTOM AND 14 INCHES ON
 TU3369'TOP, AND PROJECTING 16 INCHES ABOVE GROUND.  IT IS 12.9 FEET
 TU3369'SOUTHWEST OF A WHITE CONCRETE WATER TANK AND 100 FEET SOUTHWEST
 TU3369'OF THE LIGHTHOUSE.
 TU3369'
 TU3369'STATION KAUHAKO WILL SERVE AS THE AZIMUTH MARK.
 TU3369'
 TU3369'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, KALAWAO NO 1 1962
 TU3369'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A WATER RESERVOIR
 TU3369'ABOUT 1.5 FEET LOWER THAN THE STATION.
 TU3369'
 TU3369'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, KALAWAO NO 2
 TU3369'1962 CEMENTED IN A DRILL HOLE IN BEDROCK AND ABOUT 2 FEET LOWER
 TU3369'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3563 ***********************************************************************
 AA3563  SACS        -  This is a Secondary Airport Control Station.
 AA3563  DESIGNATION -  KALAWAO RM 2
 AA3563  PID         -  AA3563
 AA3563  STATE/COUNTY-  HI/KALAWAO
 AA3563  USGS QUAD   -  KAUNAKAKAI (1993)
 AA3563
 AA3563                         *CURRENT SURVEY CONTROL
 AA3563  ___________________________________________________________________
 AA3563* NAD 83(1993)-  21 12 33.10761(N)    156 58 11.62489(W)     ADJUSTED  
 AA3563* LOCAL TIDAL -        33.3    (meters)     109.     (feet)  GPS OBS   
 AA3563  ___________________________________________________________________
 AA3563  EPOCH DATE  -        1993.62
 AA3563  X           -  -5,474,650.032 (meters)                     COMP
 AA3563  Y           -  -2,327,246.580 (meters)                     COMP
 AA3563  Z           -   2,293,020.855 (meters)                     COMP
 AA3563  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AA3563  ELLIP HEIGHT-          48.47  (meters)          (11/30/94) GPS OBS
 AA3563  GEOID HEIGHT-          14.57  (meters)                     GEOID03
 AA3563
 AA3563  HORZ ORDER  -  FIRST
 AA3563  ELLP ORDER  -  FIFTH     CLASS I
 AA3563
 AA3563.This mark is at Kalaupapa Airport  (LUP)
 AA3563
 AA3563.The horizontal coordinates were established by GPS observations
 AA3563.and adjusted by the National Geodetic Survey in November 1994..
 AA3563.No horizontal observational check was made to the station.
 AA3563.The horizontal coordinates are valid at the epoch date displayed above.
 AA3563.The epoch date for horizontal control is a decimal equivalence
 AA3563.of Year/Month/Day.
 AA3563
 AA3563.The orthometric height was determined by GPS observations and a
 AA3563.high-resolution geoid model.
 AA3563.No vertical observational check was made to the station.
 AA3563
 AA3563.GPS derived orthometric heights for airport stations designated as
 AA3563.PACS or SACS are published to 2 decimal places.  This maintains
 AA3563.centimeter relative accuracy between the PACS and SACS.  It does
 AA3563.not indicate centimeter accuracy relative to other marks which are
 AA3563.part of the NAVD 88 network.
 AA3563
 AA3563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3563
 AA3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3563
 AA3563.The ellipsoidal height was determined by GPS observations
 AA3563.and is referenced to NAD 83.
 AA3563
 AA3563.The geoid height was determined by GEOID03.
 AA3563
 AA3563;                    North         East     Units Scale Factor Converg.
 AA3563;SPC HI 2     -    96,997.301   468,518.223   MT  0.99997891   -0 06 34.9
 AA3563;UTM  04      - 2,346,651.241   710,723.711   MT  1.00014875   +0 44 05.0
 AA3563
 AA3563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3563!SPC HI 2     -   0.99999238  x   0.99997891  =   0.99997129
 AA3563!UTM  04      -   0.99999238  x   1.00014875  =   1.00014113
 AA3563
 AA3563                          SUPERSEDED SURVEY CONTROL
 AA3563
 AA3563.No superseded survey control is available for this station.
 AA3563
 AA3563_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1072446651(NAD 83)
 AA3563_MARKER: DR = REFERENCE MARK DISK
 AA3563_SETTING: 66 = SET IN ROCK OUTCROP
 AA3563_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AA3563_STAMPING: KALAWAO NO 2 1962
 AA3563_MARK LOGO: CGS   
 AA3563_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3563+STABILITY: POSITION/ELEVATION WELL
 AA3563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3563+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1994
 AA3563
 AA3563  HISTORY     - Date     Condition        Report By
 AA3563  HISTORY     - 1962     MONUMENTED       CGS
 AA3563  HISTORY     - 19930808 GOOD             NOS
 AA3563  HISTORY     - 19940630 GOOD             NGS
 AA3563
 AA3563                          STATION DESCRIPTION
 AA3563
 AA3563'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 AA3563'THE STATION IS NEAR THE AIRPORT AT KALAUPAPA ON THE ISLAND OF MOLOKAI,
 AA3563'HAWAII.  THE TOWN OF KALAUPAPA CAN ONLY BE REACHED BY AIR OR MULE
 AA3563'ROAD. TO REACH THE STATION FROM THE AIRPORT TERMINAL, PROCEED NE
 AA3563'THROUGH PARKING LOT TO TRACK ROAD AT END OF LOT.  CONTINUE ALONG
 AA3563'MEANDERING TRACK ROAD FOR .3 MI (0.5 KM) PASSING THROUGH 2 GATES ALONG
 AA3563'THE WAY. THE GATES ARE OPEN AND NEVER LOCKED.  ONCE THROUGH THE SECOND
 AA3563'GATE WHICH IS IN A STONE WALL PROCEED SE TO THE SW SIDE OF A FIELD
 AA3563'STONE TYPE HOUSE.  PARK HERE AND PACK UP HILL TO LIGHTHOUSE AND
 AA3563'STATION ON THE RIGHT. THE STATION IS 75 FT (22.9 M) SW OF THE FRONT
 AA3563'DOOR OF THE LIGHTHOUSE AND 20 FT (6.1 M) SW OF A OCTAGONAL WHITE
 AA3563'BUILDING.  THE STATION IS A USCGS REFERENCE DISK STAMPED -KALAWA 1962-
 AA3563'CEMENTED INTO A DRILL HOLE IN A ROCK OUTCROP.
 AA3563
 AA3563                          STATION RECOVERY (1994)
 AA3563
 AA3563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3563'THE STATION IS LOCATED NEAR THE MOLOKAI LIGHTHOUSE ON A HILL SOUTH OF
 AA3563'THE AIRPORT.  IT IS ABOUT 1300 FT (396.2 M) SOUTH OF RWY END 23 AND
 AA3563'140 FT (42.7 M) SOUTHWEST OF THE LIGHTHOUSE.  IT IS 36.8 FT (11.2 M)
 AA3563'SOUTHWEST OF KALAWAO RM 1 1962, A CGS RM DISK SET IN THE CONCRETE BASE
 AA3563'OF A LOW WATER TANK AND 18.3 FT (5.6 M) SOUTHWEST OF KALAWAO 1962, A
 AA3563'NAVY HYDROGRAPHIC SURVEY DISK SET IN A 16 INCH HIGH CONCRETE MONUMENT.
 AA3563'THE STATION IS A CGS RM DISK CEMENTED IN A DRILLHOLE IN A BEDROCK
 AA3563'OUTCROP AND STAMPED KALAWAO NO 2 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1944 ***********************************************************************
 TU1944  DESIGNATION -  KALEPA
 TU1944  PID         -  TU1944
 TU1944  STATE/COUNTY-  HI/KAUAI
 TU1944  USGS QUAD   -  KAPAA (1996)
 TU1944
 TU1944                         *CURRENT SURVEY CONTROL
 TU1944  ___________________________________________________________________
 TU1944* NAD 83(1993)-  22 00 00.63193(N)    159 21 29.68534(W)     ADJUSTED  
 TU1944* LOCAL TIDAL -       216.16   (meters)     709.2    (feet)  LEVELING  
 TU1944  ___________________________________________________________________
 TU1944  EPOCH DATE  -        1993.62
 TU1944  LAPLACE CORR-         -12.36  (seconds)                    DEFLEC99
 TU1944  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1944
 TU1944  HORZ ORDER  -  SECOND
 TU1944  VERT ORDER  -  THIRD ?
 TU1944
 TU1944.The horizontal coordinates were established by classical geodetic methods
 TU1944.and adjusted by the National Geodetic Survey in December 1998..
 TU1944.The horizontal coordinates are valid at the epoch date displayed above.
 TU1944.The epoch date for horizontal control is a decimal equivalence
 TU1944.of Year/Month/Day.
 TU1944
 TU1944.The orthometric height was determined by differential leveling.
 TU1944.The vertical network tie was performed by a horz. field party for horz.
 TU1944.obs reductions. Reset procedures were used to establish the elevation.
 TU1944
 TU1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1944
 TU1944.The geoid height was determined by GEOID03.
 TU1944
 TU1944;                    North         East     Units Scale Factor Converg.
 TU1944;SPC HI 4     -    18,480.894   514,637.677   MT  0.99999265   +0 03 11.2
 TU1944;UTM  04      - 2,432,889.694   463,021.424   MT  0.99961690   -0 08 03.1
 TU1944
 TU1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1944!SPC HI 4     -   0.99996358  x   0.99999265  =   0.99995623
 TU1944!UTM  04      -   0.99996358  x   0.99961690  =   0.99958049
 TU1944
 TU1944|---------------------------------------------------------------------|
 TU1944| PID    Reference Object                     Distance      Geod. Az  |
 TU1944|                                                           dddmmss.s |
 TU1944| CJ9540 KALEPA WM 1                                        01907     |
 TU1944| TU1923 TANK POST                           APPROX.10.9 KM 0245754.4 |
 TU1944| TU1917 KEALIA BLACK CHIMNEY                APPROX.12.1 KM 0253209.6 |
 TU1944| TU1916 KEALIA GRAY CHIMNEY                 APPROX.12.2 KM 0253533.2 |
 TU1944| TU1928 KAPAA CHURCH SPIRE                  APPROX. 9.2 KM 0255934.0 |
 TU1944| TU1927 KAPAA WEST TIN STACK                APPROX. 9.1 KM 0264252.6 |
 TU1944| TU1922 KAPAA GRAY CHIMNEY                  APPROX.10.2 KM 0271527.3 |
 TU1944| TU1925 KAP                                 APPROX. 9.1 KM 0273739.0 |
 TU1944| TU1924 KAPAA DERRICK                       APPROX. 9.6 KM 0274011.4 |
 TU1944| TU1933 RACE                                APPROX. 6.7 KM 0282602.1 |
 TU1944| TU1912 PAL                                 APPROX.13.1 KM 0282921.8 |
 TU1944| TU1914 GAS                                 APPROX.11.4 KM 0284205.0 |
 TU1944| TU1932 WAIPOULI WINDMILL                   APPROX. 7.1 KM 0285127.0 |
 TU1944| TU1937 DIN                                 APPROX. 4.7 KM 0291938.4 |
 TU1944| TU1931 WAIPOULI FLAGSTAFF                  APPROX. 7.0 KM 0300438.2 |
 TU1944| TU1926 HEN                                 APPROX. 8.3 KM 0300920.5 |
 TU1944| TU1929 OL                                  APPROX. 7.5 KM 0312507.7 |
 TU1944| TU1939 RAIN                                APPROX. 4.0 KM 0314002.1 |
 TU1944| TU1942 DUN                                 APPROX. 3.3 KM 0351735.1 |
 TU1944| TU1940 WAI                                 APPROX. 2.8 KM 0451729.5 |
 TU1944| TU1938 FEN                                 APPROX. 2.5 KM 0603016.7 |
 TU1944| TU1744 AHUKINI LIGHT                       APPROX. 2.8 KM 1043242.0 |
 TU1944| TU1743 AHUKINI LIGHT                       APPROX. 2.9 KM 1065214.5 |
 TU1944| TU1745 KIN                                 APPROX. 2.8 KM 1075030.1 |
 TU1944| TU1742 HANAMAULU WAREHOUSE SE GABLE        APPROX. 2.9 KM 1093633.4 |
 TU1944| TU1748 DERRICK                             APPROX. 3.8 KM 1385715.4 |
 TU1944| TU1756 HANAMAULU MILL CHIMNEY              APPROX. 0.6 KM 1483347.3 |
 TU1944| TU1749 REZ                                 APPROX. 4.9 KM 1490457.4 |
 TU1944| TU1747 WIRELESS POLE                       APPROX. 5.3 KM 1503603.7 |
 TU1944| TU1762 NININI POINT LIGHT RESET            APPROX. 5.5 KM 1550604.5 |
 TU1944| TU1763 NAWILIWILI HARBOR LIGHTHOUSE        APPROX. 5.5 KM 1550755.0 |
 TU1944| CJ9542 KALEPA WM 2                                        16709     |
 TU1944| CJ9541 KALEPA RM 1                           9.709 METERS 16710     |
 TU1944| TU1752 KUKII POINT LIGHT                   APPROX. 4.9 KM 1673250.8 |
 TU1944| TU1753 LONG GRAY SHED EAST GABLE           APPROX. 5.8 KM 1721433.0 |
 TU1944| TU1754 LONG GRAY SHED WEST GABLE           APPROX. 5.8 KM 1723441.0 |
 TU1944| TU1755 KALANIPUU                           APPROX. 6.2 KM 1760723.0 |
 TU1944| CJ9543 KALEPA RM 2                           4.214 METERS 18728     |
 TU1944| TU1760 LIHUE MUTUAL WIRELESS POLE          APPROX. 3.3 KM 1903110.4 |
 TU1944| TU1761 LIHUE COUNTY BUILDING FLAGPOLE      APPROX. 2.9 KM 1983132.7 |
 TU1944| TU1766 LIHUE MILL CHIMNEY                  APPROX. 3.2 KM 2070814.5 |
 TU1944| TU1945 AAHOAKA                             APPROX. 4.9 KM 3385652.6 |
 TU1944|---------------------------------------------------------------------|
 TU1944
 TU1944                          SUPERSEDED SURVEY CONTROL
 TU1944
 TU1944  NAD 83(1986)-  22 00 00.60925(N)    159 21 29.73683(W) AD(       ) 2
 TU1944  OLD HI      -  22 00 11.93600(N)    159 21 39.79900(W) AD(       ) 2
 TU1944
 TU1944.Superseded values are not recommended for survey control.
 TU1944.NGS no longer adjusts projects to the OLD HI datum.
 TU1944.See file dsdata.txt to determine how the superseded data were derived.
 TU1944
 TU1944_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6302132890(NAD 83)
 TU1944_MARKER: DD = SURVEY DISK
 TU1944_SETTING: 0 = UNSPECIFIED SETTING
 TU1944
 TU1944  HISTORY     - Date     Condition        Report By
 TU1944  HISTORY     - 1910     MONUMENTED       CGS
 TU1944  HISTORY     - 1927     GOOD             CGS
 TU1944  HISTORY     - 1958     GOOD             CGS
 TU1944  HISTORY     - 1962     GOOD             USGS
 TU1944  HISTORY     - 1965     GOOD             CGS
 TU1944  HISTORY     - 1978     GOOD             NGS
 TU1944  HISTORY     - 1983     GOOD             USPSQD
 TU1944
 TU1944                          STATION DESCRIPTION
 TU1944
 TU1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1944'ON PEAK AT SOUTH END OF A RIDGE ALONG EAST COAST OF KAUAI,
 TU1944'1-1/2 MILES NORTHWEST OF HANAMAULU BAY, AND JUST ABOVE THE
 TU1944'VILLAGE OF HANAMAULU.  THE STATION IS IN THE MIDDLE OF A VERY
 TU1944'DISTINCT PEAK WHICH IS QUITE ROCK, BUT HAS LANTANA ON TOP AND
 TU1944'GRASS ON ITS SIDES.  IT IS IDENTICAL WITH THE HAWAIIAN
 TU1944'GOVERNMENT SURVEY STATION OF SAME NAME.  THE ORIGINAL MARK
 TU1944'(GAS PIPE) WAS REPLACED IN 1910 WITH A STANDARD UNITED STATES
 TU1944'GEOLOGICAL SURVEY BENCH MARK PLATE, SET IN CEMENT.  SIGNAL
 TU1944'POLE WAS PLACED OVER MARK AND SUPPORTED BY AHU
 TU1944'(CAIRN).  REFERENCE MARKS SET IN 1910 WERE AS FOLLOWS--NO.
 TU1944'1, FIVE NAILS DRIVEN IN BRACE OF POST OF WIRE FENCE ABOUT
 TU1944'100 FEET DISTANT, IN AZIMUTH 199 DEG 07 MIN.  NO. 2, CROSS CUT
 TU1944'IN ROCK WHICH PROJECTS FROM GROUND DISTANT 9.675
 TU1944'METERS (31.74 FEET) IN AZIMUTH 347 DEG 11 MIN.  NO. 3,
 TU1944'UNITED STATES GEOLOGICAL SURVEY BENCH MARK 706
 TU1944'ON STONE 20 FEET DISTANT IN AZIMUTH 329 DEG 51 MIN.  THIS
 TU1944'BENCH MARK CONSISTS OF A 1/2-INCH NODULE ON TOP OF
 TU1944'STONE PROJECTING ABOVE SURFACE.  IT HAS RING OF WHITE PAINT
 TU1944'AROUND IT AND IS MARKED WITH LETTERS U.S.B.M.  IN 1927
 TU1944'REFERENCE MARK NO. 1 DESCRIBED ABOVE WAS NOT FOUND.  TWO
 TU1944'STANDARD DISK REFERENCE MARKS WERE SET IN 1927.  ONE IN THE
 TU1944'CROSS IN STONE OF R. M. NO. 2 (1910).  THE OTHER IN
 TU1944'ROCK OUTCROP 4.163 METERS (13.66 FEET) FROM STATION IN
 TU1944'AZIMUTH 8 DEG 05 MIN.  BOTH WERE STAMPED 1927.
 TU1944
 TU1944                          STATION RECOVERY (1958)
 TU1944
 TU1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1944'THE STATION AND THE TWO R.M.S WERE RECOVERED AS DESCRIBED IN
 TU1944'1927, IN GOOD CONDITION.  ALL MEASUREMENTS WERE CHECKED AND
 TU1944'FOUND CORRECT.  THE U.S.G.S. BENCH MARK 706 WAS RECOVERED BUT
 TU1944'NO TRACE OF THE WHITE PAINT WAS FOUND.  A 6 FT X 6 FT B TYPE
 TU1944'PLATFORM HAD BEEN BUILT OVER THE MARK.
 TU1944'
 TU1944'TO REACH FROM THE P. O. IN LIHUE, GO 2.1 MILES N.E. ALONG
 TU1944'THE MAIN HIGHWAY TO THE VILLAGE OF HANAMAULU.  TURN LEFT ON DIRT
 TU1944'ROAD AND FOLLOW AROUND THE BASE OF KALEPA RIDGE (WEST SIDE) FOR
 TU1944'1.65 MILES.  TURN RIGHT AND FOLLOW DIRT ROAD TO TOP OF RIDGE
 TU1944'AND THEN S.W. ALONG TOP OF RIDGE FOR 1.0 MILE TO STATION.  A
 TU1944'JEEP SHOULD BE USED TO CLIMB THE RIDGE.
 TU1944
 TU1944                          STATION RECOVERY (1962)
 TU1944
 TU1944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 TU1944'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  LOCATED
 TU1944'NEAR THE E COAST OF KAUAI, ABOUT ONE MILE W OF HANAMAULU BAY,
 TU1944'0.5 MI. W OF HAWAII ST. HWY 56, ON THE HIGHEST POINT OF S END
 TU1944'OF KALEPA RIDGE OVERLOOKING THE TOWN OF HANAMAULU.
 TU1944'
 TU1944'TO REACH FROM HANAMAULU P.O., TRAVEL N ON ST. HWY 56 FOR 0.2
 TU1944'MI. TO INTERSECTION OF NARROW PAVED ROAD LEFT.  TURN W ON NARROW
 TU1944'ROAD AND CONTINUE ACROSS INTERSECTION OF CANE ROAD AND PAST
 TU1944'CEMETERY 0.2 MI. TO ROAD FORK.  DURING WET WEATHER A
 TU1944'FOUR-WHEEL DRIVE VEHICLE MAY BE NECESSARY FROM THIS POINT
 TU1944'ON.  TAKE RIGHT FORK (N) ON DIRT ROAD PASSING BELOW HOUSE 0.1
 TU1944'MI. TO LOCKED CHAIN (OBTAIN KEY AT HAWAIIAN TEL. CO. IN
 TU1944'LIHUE).  CONTINUE 0.3 MI. TO END OF ROAD.  STATION IS ON THE S
 TU1944'END OF RIDGE ON THE HIGHEST POINT ABOVE A GREEN SHACK.
 TU1944'
 TU1944'STATION MARK IS A USGS TABLET SET IN CONCRETE AT CENTER OF AN
 TU1944'HTS TYPE B-1 SUPERSTRUCTURE AND STAMPING WAS SO FAINT IT COULD
 TU1944'NOT BE READ.
 TU1944'
 TU1944'R.M. 1 IS A USC AND GS REFERENCE MARK TABLET STAMPED RM NO 1
 TU1944'1927 CEMENTED IN ROCK 31.80 FEET FROM STATION MARK IN AZIMUTH
 TU1944'347 DEG 10 MIN 06.6 SEC.
 TU1944'
 TU1944'R.M. 2 IS A USC AND GS REFERENCE MARK TABLET STAMPED RM NO 2
 TU1944'1927 CEMENTED IN ROCK, 13.81 FEET FROM STATION IN AZIMUTH
 TU1944'7 DEG 32 MIN 49.1 SEC.
 TU1944'
 TU1944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI. NW
 TU1944'OF HANAMAULU BAY.
 TU1944
 TU1944                          STATION RECOVERY (1965)
 TU1944
 TU1944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1944'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU1944'CONDITION.  USGS BENCH MARK 706 WAS NOT FOUND.  A COMPLETE
 TU1944'DESCRIPTION FOLLOWS--
 TU1944'
 TU1944'STATION IS LOCATED ABOUT 0.4 MILE NORTHWEST OF HANAMAULU, ON
 TU1944'A HILL OF 709 FEET ELEVATION ON THE EXTREME SOUTH END OF KALEPA
 TU1944'RIDGE.  THERE ARE 3 WOODEN ANTENNA POLES ON THE HILL, NEAR THE
 TU1944'STATION, AND A TELEPHONE COMPANY BUILDING ABOUT 200 YARDS NORTH
 TU1944'ALONG RIDGE FROM STATION.
 TU1944'
 TU1944'TO REACH STATION FROM THE POST OFFICE IN HANAMAULU, GO NORTH
 TU1944'ON STATE HIGHWAY 56 FOR 0.2 MILE.  TURN LEFT ON NARROW, PAVED
 TU1944'ROAD AND GO 0.2 MILE.  CROSS CANE-HAUL ROAD AND CONTINUE AHEAD,
 TU1944'UPGRADE, FOR 0.25 MILE.  TAKE RIGHT FORK, GRAVELED ROAD, AND GO
 TU1944'0.1 MILE TO LOCKED CHAIN GATE.  PASS THROUGH GATE AND CONTINUE
 TU1944'UPGRADE FOR 0.5 MILE TO TOP OF RIDGE.  TURN RIGHT AND GO 0.05
 TU1944'MILE TO STATION JUST BEYOND END OF ROAD.  NOTE--KEY FOR LOCKED
 TU1944'GATE MAY BE OBTAINED FROM TELEPHONE COMPANY OFFICE IN LIHUE.
 TU1944'
 TU1944'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, WITH NO
 TU1944'STAMPING DISCERNIBLE, SET IN CONCRETE 6 INCHES BENEATH THE
 TU1944'6 X 6-FOOT, CONCRETE PLATFORM OF THE TYPE B-1 SIGNAL BUILT BY
 TU1944'THE HAWAII TERRITORIAL SURVEY IN 1930.  ACCESS TO THE MARK IS
 TU1944'HAD THROUGH A SMALL HAND-TUNNEL PASSING BENEATH THE CENTER,
 TU1944'CONCRETE PEDESTAL OF THE SIGNAL.  STATION IS 14 FEET NORTHWEST
 TU1944'OF A SHORT, WOODEN, ANTENNA POLE AND 22.75 FEET SOUTH-SOUTHWEST
 TU1944'OF THE TALLEST POLE ON THE HILL.
 TU1944'
 TU1944'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 1
 TU1944'1927, CEMENTED IN A DRILL HOLE IN A 3-FOOT BEDROCK OUTCROP
 TU1944'THAT PROJECTS 2 FEET ON THE DOWNHILL SIDE.  IT IS LOCATED IN
 TU1944'BRUSH ON THE STEEP SLOPE, 20 FEET SOUTH OF THE SHORT ANTENNA
 TU1944'POLE AND 7.9 FEET LOWER THAN STATION.
 TU1944'
 TU1944'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NO 2 1927,
 TU1944'CEMENTED IN A DRILL HOLE IN A 10-INCH BEDROCK OUTCROP THAT
 TU1944'PROJECTS 1 INCH.  IT IS 2.4 FEET LOWER THAN STATION MARK.
 TU1944'
 TU1944'TALLEST ANTENNA POLE IS ABOUT 35 FEET TALL AND 1 FOOT IN
 TU1944'DIAMETER AT THE BASE, WITH 2 VERTICAL WHIP ANTENNAS MOUNTED
 TU1944'ON TOP.
 TU1944
 TU1944                          STATION RECOVERY (1978)
 TU1944
 TU1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU1944'THE STATION MARK AND R.M. 1 AND 2 WERE RECOVERED AS DESCRIBED
 TU1944'IN GOOD CONDITION.
 TU1944'
 TU1944'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1944'1.5 MI. N.W. OF HANAMAULU BAY.
 TU1944
 TU1944                          STATION RECOVERY (1983)
 TU1944
 TU1944'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1944'NOT DISCERNABLE RECOVERED GOOD.  RECOVERED AS DESCRIBED BY DMW 1965.
 TU1944'
 TU1944'NO 1 1927 RECOVERED GOOD.  RECOVERED AS DESCRIBED BY DMW 1965.
 TU1944'
 TU1944'NO 2 1927 RECOVERED GOOD.  RECOVERED AS DESCRIBED BY DMW 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2829 ***********************************************************************
 TU2829  DESIGNATION -  KALEPA 1912
 TU2829  PID         -  TU2829
 TU2829  STATE/COUNTY-  HI/MAUI
 TU2829  USGS QUAD   -  KAUPO (1996)
 TU2829
 TU2829                         *CURRENT SURVEY CONTROL
 TU2829  ___________________________________________________________________
 TU2829* NAD 83(1993)-  20 38 41.65258(N)    156 05 15.74669(W)     ADJUSTED  
 TU2829* LOCAL TIDAL -        66.     (meters)     217.     (feet)  SCALED    
 TU2829  ___________________________________________________________________
 TU2829  EPOCH DATE  -        1993.62
 TU2829  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 TU2829  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU2829
 TU2829  HORZ ORDER  -  THIRD
 TU2829
 TU2829.The horizontal coordinates were established by classical geodetic methods
 TU2829.and adjusted by the National Geodetic Survey in December 1998..
 TU2829.The horizontal coordinates are valid at the epoch date displayed above.
 TU2829.The epoch date for horizontal control is a decimal equivalence
 TU2829.of Year/Month/Day.
 TU2829
 TU2829.The orthometric height was scaled from a topographic map.
 TU2829
 TU2829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2829
 TU2829.The geoid height was determined by GEOID03.
 TU2829
 TU2829;                    North         East     Units Scale Factor Converg.
 TU2829;SPC HI 2     -    34,600.404   560,334.607   MT  1.00001164   +0 12 14.9
 TU2829;UTM  04      - 2,285,569.928   803,480.039   MT  1.00073839   +1 01 39.3
 TU2829
 TU2829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2829!SPC HI 2     -   0.99998713  x   1.00001164  =   0.99999877
 TU2829!UTM  04      -   0.99998713  x   1.00073839  =   1.00072551
 TU2829
 TU2829:                Primary Azimuth Mark                     Grid Az
 TU2829:SPC HI 2     -  MOKUIA 1881                              247 50 01.0
 TU2829:UTM  04      -  MOKUIA 1881                              247 00 36.6
 TU2829
 TU2829|---------------------------------------------------------------------|
 TU2829| PID    Reference Object                     Distance      Geod. Az  |
 TU2829|                                                           dddmmss.s |
 TU2829| TU2840 MOKUIA 1881                         APPROX. 0.9 KM 2480215.9 |
 TU2829|---------------------------------------------------------------------|
 TU2829
 TU2829                          SUPERSEDED SURVEY CONTROL
 TU2829
 TU2829  NAD 83(1986)-  20 38 41.62054(N)    156 05 15.76606(W) AD(       ) 3
 TU2829  OLD HI      -  20 38 53.13400(N)    156 05 26.04600(W) AD(       ) 3
 TU2829
 TU2829.Superseded values are not recommended for survey control.
 TU2829.NGS no longer adjusts projects to the OLD HI datum.
 TU2829.See file dsdata.txt to determine how the superseded data were derived.
 TU2829
 TU2829_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0348085570(NAD 83)
 TU2829
 TU2829  HISTORY     - Date     Condition        Report By
 TU2829  HISTORY     - 1912     MONUMENTED       HIGS
 TU2829
 TU2829                          STATION DESCRIPTION
 TU2829
 TU2829'DESCRIBED BY HAWAII GEODETIC SURVEY 1912 (JCG)
 TU2829'ON SOUTHEASTERN COAST OF MAUI, IN KAUPO DISTRICT, ON THE WEST
 TU2829'SIDE OF KALEPA VALLEY, ON TOP OF BLUFF NEAR SEA PALI.  MARKED
 TU2829'(IN 1912) BY A 2-INCH GALVANIZED IRON PIPE SET IN A BLOCK OF
 TU2829'CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2297 ***********************************************************************
 TU2297  DESIGNATION -  KALEPA OLD SURFACE STA 1876
 TU2297  PID         -  TU2297
 TU2297  STATE/COUNTY-  HI/HAWAII
 TU2297  USGS QUAD   -  KEANAKOLU (1982)
 TU2297
 TU2297                         *CURRENT SURVEY CONTROL
 TU2297  ___________________________________________________________________
 TU2297* NAD 83(1993)-  19 52 56.98266(N)    155 21 54.51563(W)     ADJUSTED  
 TU2297* LOCAL TIDAL -      2338.     (meters)    7671.     (feet)  SCALED    
 TU2297  ___________________________________________________________________
 TU2297  EPOCH DATE  -        1993.62
 TU2297  LAPLACE CORR-         -17.30  (seconds)                    DEFLEC99
 TU2297  GEOID HEIGHT-          24.02  (meters)                     GEOID03
 TU2297
 TU2297  HORZ ORDER  -  SECOND
 TU2297
 TU2297.The horizontal coordinates were established by classical geodetic methods
 TU2297.and adjusted by the National Geodetic Survey in December 1998..
 TU2297.The horizontal coordinates are valid at the epoch date displayed above.
 TU2297.The epoch date for horizontal control is a decimal equivalence
 TU2297.of Year/Month/Day.
 TU2297
 TU2297.The orthometric height was scaled from a topographic map.
 TU2297
 TU2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2297
 TU2297.The geoid height was determined by GEOID03.
 TU2297
 TU2297;                    North         East     Units Scale Factor Converg.
 TU2297;SPC HI 1     -   116,140.228   514,122.350   MT  0.99996913   +0 02 45.1
 TU2297;UTM  05      - 2,200,217.320   252,356.157   MT  1.00035807   -0 48 17.2
 TU2297
 TU2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2297!SPC HI 1     -   0.99962885  x   0.99996913  =   0.99959799
 TU2297!UTM  05      -   0.99962885  x   1.00035807  =   0.99998679
 TU2297
 TU2297                          SUPERSEDED SURVEY CONTROL
 TU2297
 TU2297  NAD 83(1986)-  19 52 56.95348(N)    155 21 54.53488(W) AD(       ) 2
 TU2297  OLD HI      -  19 53 07.93700(N)    155 22 04.52300(W) AD(       ) 2
 TU2297
 TU2297.Superseded values are not recommended for survey control.
 TU2297.NGS no longer adjusts projects to the OLD HI datum.
 TU2297.See file dsdata.txt to determine how the superseded data were derived.
 TU2297
 TU2297_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC5235600217(NAD 83)
 TU2297
 TU2297  HISTORY     - Date     Condition        Report By
 TU2297  HISTORY     - 1876     MONUMENTED       CGS
 TU2297
 TU2297                          STATION DESCRIPTION
 TU2297
 TU2297'DESCRIBED BY COAST AND GEODETIC SURVEY 1876
 TU2297'SEE STATION KALEPA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2296 ***********************************************************************
 TU2296  DESIGNATION -  KALEPA RESET
 TU2296  PID         -  TU2296
 TU2296  STATE/COUNTY-  HI/HAWAII
 TU2296  USGS QUAD   -  KEANAKOLU (1982)
 TU2296
 TU2296                         *CURRENT SURVEY CONTROL
 TU2296  ___________________________________________________________________
 TU2296* NAD 83(1993)-  19 52 56.97581(N)    155 21 54.51120(W)     ADJUSTED  
 TU2296* LOCAL TIDAL -      2338.1    (meters)    7671.     (feet)  VERT ANG  
 TU2296  ___________________________________________________________________
 TU2296  EPOCH DATE  -        1993.62
 TU2296  LAPLACE CORR-         -17.30  (seconds)                    DEFLEC99
 TU2296  GEOID HEIGHT-          24.02  (meters)                     GEOID03
 TU2296
 TU2296  HORZ ORDER  -  SECOND
 TU2296
 TU2296.The horizontal coordinates were established by classical geodetic methods
 TU2296.and adjusted by the National Geodetic Survey in December 1998..
 TU2296.The horizontal coordinates are valid at the epoch date displayed above.
 TU2296.The epoch date for horizontal control is a decimal equivalence
 TU2296.of Year/Month/Day.
 TU2296
 TU2296.The orthometric height was determined by vertical angle observations.
 TU2296
 TU2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2296
 TU2296.The geoid height was determined by GEOID03.
 TU2296
 TU2296;                    North         East     Units Scale Factor Converg.
 TU2296;SPC HI 1     -   116,140.017   514,122.479   MT  0.99996913   +0 02 45.1
 TU2296;UTM  05      - 2,200,217.108   252,356.283   MT  1.00035807   -0 48 17.2
 TU2296
 TU2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2296!SPC HI 1     -   0.99962883  x   0.99996913  =   0.99959797
 TU2296!UTM  05      -   0.99962883  x   1.00035807  =   0.99998677
 TU2296
 TU2296|---------------------------------------------------------------------|
 TU2296| PID    Reference Object                     Distance      Geod. Az  |
 TU2296|                                                           dddmmss.s |
 TU2296| CN5316 KALEPA RM 1                           7.584 METERS 12414     |
 TU2296| CN5317 KALEPA RM 2                          10.329 METERS 27059     |
 TU2296| TU2326 KIHE                                APPROX. 3.4 KM 3034730.7 |
 TU2296| TU2297 KALEPA OLD SURFACE STA 1876           0.247 METERS 32833     |
 TU2296|---------------------------------------------------------------------|
 TU2296
 TU2296                          SUPERSEDED SURVEY CONTROL
 TU2296
 TU2296  NAD 83(1986)-  19 52 56.94663(N)    155 21 54.53044(W) AD(       ) 2
 TU2296  OLD HI      -  19 53 07.93000(N)    155 22 04.51900(W) AD(       ) 2
 TU2296
 TU2296.Superseded values are not recommended for survey control.
 TU2296.NGS no longer adjusts projects to the OLD HI datum.
 TU2296.See file dsdata.txt to determine how the superseded data were derived.
 TU2296
 TU2296_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC5235600217(NAD 83)
 TU2296
 TU2296  HISTORY     - Date     Condition        Report By
 TU2296  HISTORY     - 1876     MONUMENTED       HIGS
 TU2296  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2296  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2296
 TU2296                          STATION DESCRIPTION
 TU2296
 TU2296'DESCRIBED BY HAWAII GEODETIC SURVEY 1876
 TU2296'IN NORTHERN PART OF HAWAII, ON THE SUMMIT OF PUU KALEPA, ON THE
 TU2296'NORTHEAST SLOPE OF MAUNA KEA.  MARKED BY A PIECE OF COPPER
 TU2296'TUBING BURIED ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND, IN
 TU2296'THE CENTER OF A TRIANGLE OF STONES SET IN THE GROUND.
 TU2296
 TU2296                          STATION RECOVERY (1949)
 TU2296
 TU2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2296'THE STATION WAS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  A
 TU2296'STANDARD STATION DISK WAS ESTABLISHED OVER THE ORIGINAL UNDERGROUND
 TU2296'MARK WHICH WAS FOUND TO BE ABOUT 0.2 METER SOUTHEAST OF THE SURFACE
 TU2296'MARK.  THE SUB SURFACE MARK WAS SELECTED AS IT WAS CONSIDERED LESS
 TU2296'SUBJECT TO CHANGE.  THE FOLLOWING ARE THE ORIGINAL DESCRIPTION
 TU2296'AND RECOVERY NOTES.  STATION MARK, A PIECE OF COPPER TUBING
 TU2296'BURIED 1 FOOT BENEATH THE SURFACE IN A TRIANGLE OF STONES SET IN
 TU2296'THE GROUND ON THE SUMMIT OF PUU KALEPA BY C.J. LYONS 1876.
 TU2296'RECOVERY OK IN 1897 (ABL) PILE OF STONES VERY SIMILAR TO THAT
 TU2296'ON KIHE AND IN GOOD FORM.  IN THE CENTER OF THIS PILE,
 TU2296'FOUND A GOOD FLAG POLE MADE IN TWO SECTIONS CONNECTED BY A
 TU2296'BRASS OR COPPER SLEEVE.  (WAKER AND HOWLAND 1900)
 TU2296'MARKED BY A LARGE AHU ABOUT 5 FEET HIGH AND 10 FEET IN
 TU2296'DIAMETER.  SET UP ON AHU, FOUND PORTION OF OLD FLAG AND COPPER
 TU2296'SLEEVES.  TIED ANOTHER FLAG TO OLD PORTION REMAINING.  (S.
 TU2296'WRIGHT 1915) A NEW DESCRIPTION FOLLOWS--
 TU2296'
 TU2296'THE STATION IS LOCATED ON THE SUMMIT OF A BRUSH COVERED HILL,
 TU2296'NAMED PUU KALEPA, WHICH LIES ABOUT 21 MILES NORTHWEST OF HILO,
 TU2296'ABOUT 15.5 MILES SOUTH SOUTHEAST OF HONOKAA, ABOUT 11.5 MILES
 TU2296'SOUTHWEST OF PAPAALOA, ABOUT 2 MILES SOUTHEAST OF THE PUU KIHE
 TU2296'RANCH HOUSE, ABOUT 0.1 MILE SOUTH OF A WIRE FENCE.
 TU2296'
 TU2296'TO REACH FROM THE POST OFFICE AT HILO.  GO NORTHERLY, ON THE
 TU2296'ROAD WHICH LEADS TOWARD HONOKAA FOR 26.3 MILES.  PASS THE
 TU2296'PAPAALOA POST OFFICE AND CONTINUE NORTHERLY FOR 12.2 MILES.  TURN
 TU2296'LEFT AND GO SOUTH AND WEST, TOWARD THE KUKAIAU RANCH, FOR 4.1
 TU2296'MILES.  PASS THROUGH A BOARD GATE AND CONTINUE WESTERLY, ON
 TU2296'THE PAVED ROAD, FOR 3.2 MILES.  PASS THROUGH THE KUKAIAU RANCH
 TU2296'AND CONTINUE WESTERLY, ON THE GRADED ROAD, FOR 0.2 MILE.  PASS
 TU2296'THROUGH THE CORRAL AND CONTINUE WESTERLY, UP GRADE, FOR 1.2
 TU2296'MILES.  PASS TO THE RIGHT HAND SIDE OF TWO LARGE WATER TANKS
 TU2296'AND CONTINUE WESTERLY, ON THE MAIN TRAVELED ROAD, FOR 1.3
 TU2296'MILES.  TURN LEFT, AS PER THE SIGN READING KEANKOLU, AND GO
 TU2296'SOUTHERLY FOR 0.3 MILE.  PASS THROUGH A BOARD GATE AND
 TU2296'CONTINUE SOUTHERLY FOR 0.2 MILE.  TURN RIGHT, ONTO A DIM TRACK
 TU2296'ROAD, AND GO WESTERLY FOR 0.6 MILE.  PASS TO THE LEFT HAND
 TU2296'SIDE OF A LARGE TIN WATER SHED AND CONTINUE WESTERLY, ON THE
 TU2296'MAIN TRAVELED ROAD FOR 2.7 MILES.  TURN LEFT, JUST BEFORE
 TU2296'REACHING THE GATE INTO THE RANCH HOUSE YARD, AND GO SOUTHERLY,
 TU2296'ACROSS COUNTRY, FOR ABOUT 150 YARDS.  PASS THROUGH A BOARD GATE
 TU2296'AND CONTINUE SOUTHEASTERLY, ACROSS COUNTRY, FOR 2.6 MILES TO
 TU2296'THE NORTHWESTERLY FOOT OF THE HILL AND THE END OF TRUCK
 TU2296'TRAVEL.  FROM THIS POINT CROSS OVER THE WIRE FENCE AND PACK
 TU2296'SOUTHEAST FOR ABOUT 0.1 MILE TO THE SUMMIT OF THE HILL AND
 TU2296'THE STATION.
 TU2296'
 TU2296'THE STATION IS A STANDARD DISK, STAMPED KALEPA HGS 1949, SET
 TU2296'INTO A DRILL HOLE IN A BURIED BOULDER WHICH IS ABOUT FLUSH WITH
 TU2296'THE SURFACE OF THE GROUND.  TWO COPPER SLEEVES WERE BURIED UNDER
 TU2296'THIS DISK AT DEPTHS OF 2 AND 3 FEET.
 TU2296'
 TU2296'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KALEPA HGS
 TU2296'NO 1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 TU2296'FLUSH WITH THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT LOWER
 TU2296'THAN THE STATION.
 TU2296'
 TU2296'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KALEPA HGS
 TU2296'NO 2 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3
 TU2296'FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT.  IT IS LOCATED
 TU2296'ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2296
 TU2296                          STATION RECOVERY (1966)
 TU2296
 TU2296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2296'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2296'SLIGHT DIFFERENCE IN DISTANCE TO RM 1 WAS NOTED AND CHECKED IN
 TU2296'THE FIELD.  THE 1966 DISTANCE IS CORRECT.  A COMPLETE DESCRIPTION
 TU2296'FOLLOWS--
 TU2296'
 TU2296'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF LAUPAHOEHOE,
 TU2296'21 MILES NORTHWEST OF HILO AND 7 MILES SOUTH OF UMIKOA VILLAGE,
 TU2296'ON THE HIGHEST POINT OF PUU KALEPA, A BRUSHY HILL OF 7671 FEET
 TU2296'ELEVATION.
 TU2296'
 TU2296'TO REACH STATION FROM THE POST OFFICE AAT LAUPAHOEHOE, GO
 TU2296'NORTHWEST FOR 0.1 MILE.  TURN LEFT AND CONTINUE NORTHWEST,
 TU2296'ON STATE HIGHWAY 19, FOR 9.3 MILES TO CROSSROAD AT TELEPHONE POLE
 TU2296'176.  TURN LEFT AND FOLLOW MACADAM ROAD 6.5 MILES TO KUKAIU RANCH
 TU2296'BUILDINGS AT UMIKOA VILLAGE.  PASS THROUGH BOARD GATE BY SHOPS
 TU2296'AND FOLLOW TRACK ROAD 0.8 MILE TO GATE.  PASS THROUGH
 TU2296'BOARD GATE AND FOLLOW MAIN TRACK ROAD TOWARD MOUNTAIN FOR 3.0
 TU2296'MILES TO BOARD GATE BY T-FENCE INTERSECTION ON RIGHT.  PASS
 TU2296'THROUGH GATE AND GO 0.05 MILE TO T-ROAD RIGHT AND SIGN HANAIPOE
 TU2296'5 MI. KEANAHOLU 5.5.  CONTINUE AHEAD FOR 0.35 MILE TO
 TU2296'GATE.  PASS THROUGH GATE AND GO 0.2 MILE TO FORK.  TAKE RIGHT
 TU2296'FORK AND GO SOUTH FOR 0.75 MILE TO BOARD GATE ABOVE LARGE
 TU2296'RAIN SHED AND TANKS.  PASS THROUGH GATE AND CONTINUE FOR
 TU2296'2.2 MILES TO FORK NEAR CATCHMENT BASINS BY PUU KIHE.  TAKE LEFT
 TU2296'FORK AND GO 0.25 MILE TO FORK ABOUT 100 YARDS
 TU2296'BEFORE OLD RANCH BUILDINGS.  GO LEFT FOR 0.25 MILE TO BOARD
 TU2296'GATE.  PASS THROUGH GATE AND GO 1.0 MILE TO SMALL BLACK TANK.
 TU2296'CONTINUE ON DIM TRACK ROAD FOR 1.6 MILES TO END OF TRUCK
 TU2296'TRAVEL AT SOUTH END OF DEEP RAVINE AT SOUTHEAST BASE OF
 TU2296'HILL.  CROSS FENCE AND PACK NORTHEAST UP STEEP HILL ABOUT 300
 TU2296'YARDS TO STATION.  A 15-MINUTE PACK.  NOTE--A 4-WHEEL-DRIVE
 TU2296'VEHICLE IS REQUIRED FROM UMIKOA VILLAGE.
 TU2296'
 TU2296'STATION MARK IS A STANDARD DISK STAMPED KALEPA HGS 1949, CEMENTED
 TU2296'IN A DRILL HOLE IN AN 8 X 12-INCH BOULDER FLUSH WITH GROUND.  THE
 TU2296'OLD DESCRIPTION STATES THAT 2 UNDERGROUND MARKS, CONSISTING OF
 TU2296'COPPER SLEEVES, WERE BURIED AT 2 AND 3-FOOT INTERVALS BENEATH
 TU2296'SURFACE MARK.
 TU2296'
 TU2296'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALEPA
 TU2296'HGS NO 1 1949, CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A
 TU2296'2 X 4-FOOT, FLAT ROCK.  IT IS 2 FEET LOWER THAN STATION MARK.
 TU2296'
 TU2296'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALEPA HGS
 TU2296'NO 2 1949, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER
 TU2296'PROJECTING 2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0431 ***********************************************************************
 TU0431  DESIGNATION -  KALEPEAMOA
 TU0431  PID         -  TU0431
 TU0431  STATE/COUNTY-  HI/HONOLULU
 TU0431  USGS QUAD   -  HONOLULU (1983)
 TU0431
 TU0431                         *CURRENT SURVEY CONTROL
 TU0431  ___________________________________________________________________
 TU0431* NAD 83(1993)-  21 17 53.91971(N)    157 47 06.33457(W)     ADJUSTED  
 TU0431* LOCAL TIDAL -       340.268  (meters)    1116.36   (feet)  ADJ UNCH  
 TU0431  ___________________________________________________________________
 TU0431  EPOCH DATE  -        1993.62
 TU0431  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 TU0431  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU0431
 TU0431  HORZ ORDER  -  FIRST
 TU0431  VERT ORDER  -  FIRST     CLASS II
 TU0431
 TU0431.The horizontal coordinates were established by classical geodetic methods
 TU0431.and adjusted by the National Geodetic Survey in December 1998..
 TU0431.The horizontal coordinates are valid at the epoch date displayed above.
 TU0431.The epoch date for horizontal control is a decimal equivalence
 TU0431.of Year/Month/Day.
 TU0431
 TU0431.The orthometric height was key entered from printed documents
 TU0431.and not key verified.
 TU0431
 TU0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0431
 TU0431.The geoid height was determined by GEOID03.
 TU0431
 TU0431;                    North         East     Units Scale Factor Converg.
 TU0431;SPC HI 3     -    14,590.717   522,299.092   MT  0.99999614   +0 04 41.0
 TU0431;UTM  04      - 2,355,648.455   626,018.268   MT  0.99979624   +0 26 28.8
 TU0431
 TU0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0431!SPC HI 3     -   0.99994404  x   0.99999614  =   0.99994018
 TU0431!UTM  04      -   0.99994404  x   0.99979624  =   0.99974029
 TU0431
 TU0431|---------------------------------------------------------------------|
 TU0431| PID    Reference Object                     Distance      Geod. Az  |
 TU0431|                                                           dddmmss.s |
 TU0431| CJ9539 KALEPEAMOA RM 1                      22.609 METERS 22653     |
 TU0431| TU1220 HONOLULU ROYAL HAWAIIAN C TWR       APPROX. 5.1 KM 2430923.2 |
 TU0431| TU1258 PUNCHBOWL RESET                     APPROX. 6.8 KM 2830337.4 |
 TU0431| CJ9544 KALEPEAMOA RM 2                       9.500 METERS 32452     |
 TU0431|---------------------------------------------------------------------|
 TU0431
 TU0431                          SUPERSEDED SURVEY CONTROL
 TU0431
 TU0431  NAD 83(1986)-  21 17 53.86999(N)    157 47 06.34342(W) AD(       ) 1
 TU0431  OLD HI      -  21 18 05.26522(N)    157 47 16.21578(W) AD(       ) 1
 TU0431
 TU0431.Superseded values are not recommended for survey control.
 TU0431.NGS no longer adjusts projects to the OLD HI datum.
 TU0431.See file dsdata.txt to determine how the superseded data were derived.
 TU0431
 TU0431_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2601855648(NAD 83)
 TU0431_MARKER: DS = TRIANGULATION STATION DISK
 TU0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0431_SP_SET: PLATFORM
 TU0431_STAMPING: KALIPEAMOA 1927
 TU0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0431
 TU0431  HISTORY     - Date     Condition        Report By
 TU0431  HISTORY     - 1927     MONUMENTED       CGS
 TU0431  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU0431  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU0431  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TU0431  HISTORY     - 1962     GOOD             NGS
 TU0431  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0431  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU0431
 TU0431                          STATION DESCRIPTION
 TU0431
 TU0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU0431'IN SOUTHEASTERN PART OF OAHU, ON THE HIGHEST (NORTH) POINT OF
 TU0431'WILHELMINA RISE, JUST NORTH OF KAIMUKI.  STATION CAN BE APPROACHED
 TU0431'TO WITHIN SHORT DISTANCE BY CAR.  THIS IS AN OLD STATION, THE
 TU0431'ORIGINAL MARK, A 2-INCH IRON PIPE DRIVEN IN THE GROUND, WAS
 TU0431'REPLACED BY A STANDARD DISK SET IN CONCRETE PIER, NOTE 1A, WHILE
 TU0431'AN UNDERGROUND MARK WAS ALSO SET ACCORDING TO NOTE 7A, A
 TU0431'STANDARD DISK IN CONCRETE BLOCK 3 FEET UNDERGROUND.  RE-MARKED
 TU0431'ACCORDING TO NOTE 14A IN 1929.
 TU0431
 TU0431                          STATION RECOVERY (1928)
 TU0431
 TU0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU0431'A STANDARD DISK SET IN A CONCRETE PIER, AT HIGHEST POINT ON
 TU0431'WILHELMINA RISE, JUST ABOVE RESERVOIR SHED.
 TU0431
 TU0431                          STATION RECOVERY (1931)
 TU0431
 TU0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU0431'RECOVERED IN GOOD CONDITION AS DESCRIBED.  A CONCRETE WATER TANK
 TU0431'HAS BEEN BUILT S OF STATION.
 TU0431
 TU0431                          STATION RECOVERY (1955)
 TU0431
 TU0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU0431'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1927
 TU0431'AND 1931.  THE CORRECT SPELLING IS KALEPEAMOA, ALTHOUGH STAMPED
 TU0431'KALIPEAMOA 1927.
 TU0431
 TU0431                          STATION RECOVERY (1962)
 TU0431
 TU0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TU0431'IN HONOLULU.
 TU0431'4.9 MILES AIRLINE EAST OF THE FEDERAL BUILDING IN HONOLULU, ON THE
 TU0431'HIGHEST POINT OF WILHELMINA RISE, WITHIN THE BOUNDARY FENCE OF
 TU0431'RESERVOIR NO. 4 OF THE CITY WATER WORKS, 20 YARDS NORTHEAST OF THE
 TU0431'RESERVOIR AND SET IN THE TOP OF A CONCRETE MONUMENT.  THERE IS A
 TU0431'HAWAII TERRITORIAL SURVEY TYPE A STRUCTURE BUILT OVER THE MARK.  THIS
 TU0431'CONSISTS OF A 5-FOOT-SQUARE, CONCRETE PLATFORM, SUPPORTED ON TWO
 TU0431'OPPOSITE SIDES BY STONE AND MORTER WALLS.  THERE IS A RED AND WHITE
 TU0431'METAL TARGET EXTENDING ABOUT 7 FEET ABOVE THE PLATFORM.
 TU0431
 TU0431                          STATION RECOVERY (1963)
 TU0431
 TU0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0431'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT HAD BEEN
 TU0431'INCORRECTLY STAMPED KALIPEAMOA SO WAS RE-STAMPED KALEPEAMOA AT
 TU0431'THIS TIME.  TWO REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 TU0431'DESCRIPTION FOLLOWS--
 TU0431'
 TU0431'STATION IS LOCATED ABOUT 5 MILES AIRLINE EAST OF THE FEDERAL
 TU0431'BUILDING IN HONOLULU AND 1-1/2 MILES NORTHEAST OF THE POST OFFICE
 TU0431'IN KAIMUKI, AT THE NORTHWEST EDGE OF A GROVE OF LARGE AUSTRALIAN
 TU0431'PINE TREES AND BY THE HONOLULU CITY AND COUNTY BOARD OF WATER
 TU0431'SUPPLY RESERVOIR NO. 4, IN THE MAUNALANI HEIGHTS DISTRICT OF
 TU0431'HONOLULU.
 TU0431'
 TU0431'TO REACH STATION FROM THE POST OFFICE IN KAIMUKI, GO NORTHEAST
 TU0431'ON KOKO HEAD AVE. FOR 0.05 MILE.  TURN LEFT AND GO 0.2 MILE ON
 TU0431'WAIALAE AVE., TURN RIGHT AND FOLLOW SIERRA DRIVE UPHILL FOR 2.4
 TU0431'MILES.  TAKE RIGHT FORK AND GO 0.2 MILE ON MAUNALANI CIRCLE TO
 TU0431'LOCKED GATE ON RIGHT, ACROSS FROM HOME AT 4988 MAUNALANI
 TU0431'CIRCLE.  PASS THROUGH GATE AND FOLLOW STEEP, CONCRETE DRIVEWAY
 TU0431'ABOUT 100 YARDS TO THE RESERVOIR AND STATION JUST ABOVE.
 TU0431'
 TU0431'STATION MARK IS A STANDARD DISK STAMPED KALEPEAMOA 1927, SET IN
 TU0431'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 8
 TU0431'INCHES.  IT IS 70 FEET NORTHEAST OF THE NORTHEAST SIDE OF A SMALL,
 TU0431'CONCRETE BLOCK HOUSE THAT SETS NEAR THE NORTHEAST EDGE ON TOP OF
 TU0431'THE RESERVOIR, AND ABOUT 50 YARDS SOUTHWEST OF A SLIGHTLY HIGHER,
 TU0431'BARE DOME.  THERE IS A HAWAII TERRITORIAL SURVEY TYPE A SIGNAL
 TU0431'CENTERED OVER THE MARK.  THE 5-FOOT-SQUARE, CONCRETE SLAB FLOOR
 TU0431'BEING ABOUT 4 FEET ABOVE GROUND AND THE RED AND WHITE, METAL
 TU0431'TARGET EXTENDING ABOUT 6 FEET ABOVE THE FLOOR.
 TU0431'
 TU0431'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALEPEAMOA
 TU0431'NO 1 1927, CEMENTED IN A DRILL HOLE IN THE FLAT, CONCRETE TOP OF
 TU0431'THE RESERVOIR.  IT IS 10 INCHES SOUTHEAST FROM THE NORTHWEST EDGE
 TU0431'OF THE TOP, 3 FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 TU0431'BLOCK BUILDING, ABOUT 1 FOOT ABOVE GROUND LEVEL, AND 13 FEET
 TU0431'LOWER THAN STATION MARK.
 TU0431'
 TU0431'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALEPEAMOA
 TU0431'NO 2 1927, CEMENTED IN A DRILL HOLE IN AN 8-INCH-SQUARE, BEDROCK
 TU0431'OUTCROP THAT PROJECTS 2 INCHES.  IT IS 14 FEET SOUTHEAST OF EDGE
 TU0431'OF HILLTOP, AT THE NORTHEAST EDGE OF A PINE BUSH, AND 2-1/2 FEET
 TU0431'LOWER THAN STATION MARK.
 TU0431
 TU0431                          STATION RECOVERY (1970)
 TU0431
 TU0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RCM)
 TU0431'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY W.R. PORTER
 TU0431'IN 1963.  TO REACH THE STATION FROM THE POST OFFICE IN KAIMUKI, GO
 TU0431'NORTHEAST ON KOKO HEAD AVENUE FOR 0.05 MILE, TURN LEFT AND GO
 TU0431'0.2 MILE ON WAIALAE AVENUE, TURN RIGHT AND FOLLOW SIERRA DRIVE
 TU0431'UPHILL FOR 2.4 MILES.  TAKE RIGHT FORK AND GO 0.2 MILE ON
 TU0431'MAUNALANI CIRCLE TO FENCED AREA AND LOCKED GATE ON RIGHT ACROSS
 TU0431'FROM HOME AT 4988 MAUNALANI CIRCLE.  PASS THROUGH GATE AND FOLLOW
 TU0431'STEEP CONCRETE DRIVEWAY ABOUT 100 YARDS TO THE RESERVOIR
 TU0431'AND STATION JUST ABOVE.  KEY TO LOCKED GATE CAN BE OBTAINED
 TU0431'FROM THE HONOLULU CITY AND COUNTY WATER BOARD.
 TU0431'
 TU0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0431'1-1/2 MILES NORTHEAST OF KAIMUKI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2633 ***********************************************************************
 TU2633  DESIGNATION -  KALIHI 1972
 TU2633  PID         -  TU2633
 TU2633  STATE/COUNTY-  HI/HAWAII
 TU2633  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2633
 TU2633                         *CURRENT SURVEY CONTROL
 TU2633  ___________________________________________________________________
 TU2633* NAD 83(1993)-  19 43 16.99028(N)    156 03 22.51649(W)     ADJUSTED  
 TU2633* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2633  ___________________________________________________________________
 TU2633  EPOCH DATE  -        1993.62
 TU2633  LAPLACE CORR-          22.92  (seconds)                    DEFLEC99
 TU2633  GEOID HEIGHT-          17.34  (meters)                     GEOID03
 TU2633
 TU2633  HORZ ORDER  -  THIRD
 TU2633
 TU2633.The horizontal coordinates were established by classical geodetic methods
 TU2633.and adjusted by the National Geodetic Survey in December 1998..
 TU2633.The horizontal coordinates are valid at the epoch date displayed above.
 TU2633.The epoch date for horizontal control is a decimal equivalence
 TU2633.of Year/Month/Day.
 TU2633
 TU2633.The orthometric height was scaled from a topographic map.
 TU2633
 TU2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2633
 TU2633.The geoid height was determined by GEOID03.
 TU2633
 TU2633;                    North         East     Units Scale Factor Converg.
 TU2633;SPC HI 1     -    98,395.628   441,689.080   MT  1.00000868   -0 11 15.8
 TU2633;UTM  04      - 2,183,326.974   808,574.870   MT  1.00077711   +0 59 38.9
 TU2633;UTM  05      - 2,183,535.697   179,622.940   MT  1.00086889   -1 01 55.9
 TU2633
 TU2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2633!SPC HI 1     -   0.99999712  x   1.00000868  =   1.00000580
 TU2633!UTM  04      -   0.99999712  x   1.00077711  =   1.00077422
 TU2633!UTM  05      -   0.99999712  x   1.00086889  =   1.00086600
 TU2633
 TU2633                          SUPERSEDED SURVEY CONTROL
 TU2633
 TU2633  NAD 83(1986)-  19 43 16.99086(N)    156 03 22.54334(W) AD(       ) 3
 TU2633  OLD HI      -  19 43 27.93057(N)    156 03 32.57219(W) AD(       ) 3
 TU2633
 TU2633.Superseded values are not recommended for survey control.
 TU2633.NGS no longer adjusts projects to the OLD HI datum.
 TU2633.See file dsdata.txt to determine how the superseded data were derived.
 TU2633
 TU2633_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0857583327(NAD 83)
 TU2633_MARKER: Z = SEE DESCRIPTION
 TU2633_SETTING: 0 = UNSPECIFIED SETTING
 TU2633
 TU2633  HISTORY     - Date     Condition        Report By
 TU2633  HISTORY     - 1972     MONUMENTED       NGS
 TU2633
 TU2633                          STATION DESCRIPTION
 TU2633
 TU2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2633'STATION IS LOCATED ON WESTERN SHORE OF HAWAII ISLAND, ABOUT 7
 TU2633'MILES NORTHWEST OF KAILUA, 1.3 MILES SOUTHWEST OF THE NEW KONA
 TU2633'AIRPORT BEACON.
 TU2633'
 TU2633'TO REACH STATION DRIVE EASTWARD ON STATE HIGHWAY 19 FROM KAILUA
 TU2633'TO NEW KONA AIRPORT ROAD AND TURN LEFT.  DRIVE 5.8 MILES NORTHWEST
 TU2633'ALONG NEW KONA AIRPORT ROAD TO JEEP TRAIL HEADING OFF TO THE LEFT
 TU2633'TOWARDS THE SEA.  FOLLOW JEEP TRAIL 1.2 MILES TO BEACH, THEN
 TU2633'TURN RIGHT AND NORTH AND FOLLOW JEEP TRAIL ANOTHER .6 MILE TO A
 TU2633'MOUNDED LAVA FLOW POINTING TOWARDS SEA.  STATION IS LOCATED ON
 TU2633'THE MOUND ABOUT 100 FT. SEAWARD OF JEEP TRAIL.  STATION IS A
 TU2633'STANDARD DISK STAMPED KALIHI 1972 SET IN THE LAVA FLOW.
 TU2633'
 TU2633'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NO. 1 1972
 TU2633'SET IN THE LAVA FLOW.
 TU2633'
 TU2633'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NO. 2 1972
 TU2633'SET IN THE LAVA FLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1435 ***********************************************************************
 TU1435  DESIGNATION -  KALIHI 2
 TU1435  PID         -  TU1435
 TU1435  STATE/COUNTY-  HI/HONOLULU
 TU1435  USGS QUAD   -  HONOLULU (1983)
 TU1435
 TU1435                         *CURRENT SURVEY CONTROL
 TU1435  ___________________________________________________________________
 TU1435* NAD 83(1993)-  21 19 18.03893(N)    157 53 30.46833(W)     ADJUSTED  
 TU1435* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1435  ___________________________________________________________________
 TU1435  EPOCH DATE  -        1993.62
 TU1435  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 TU1435  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1435
 TU1435  HORZ ORDER  -  THIRD
 TU1435
 TU1435.The horizontal coordinates were established by classical geodetic methods
 TU1435.and adjusted by the National Geodetic Survey in December 1998..
 TU1435.No horizontal observational check was made to the station.
 TU1435.The horizontal coordinates are valid at the epoch date displayed above.
 TU1435.The epoch date for horizontal control is a decimal equivalence
 TU1435.of Year/Month/Day.
 TU1435
 TU1435.The orthometric height was scaled from a topographic map.
 TU1435
 TU1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1435
 TU1435.The geoid height was determined by GEOID03.
 TU1435
 TU1435;                    North         East     Units Scale Factor Converg.
 TU1435;SPC HI 3     -    17,166.513   511,225.547   MT  0.99999156   +0 02 21.6
 TU1435;UTM  04      - 2,358,153.417   614,930.980   MT  0.99976323   +0 24 10.8
 TU1435
 TU1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1435!SPC HI 3     -   0.99999723  x   0.99999156  =   0.99998879
 TU1435!UTM  04      -   0.99999723  x   0.99976323  =   0.99976046
 TU1435
 TU1435|---------------------------------------------------------------------|
 TU1435| PID    Reference Object                     Distance      Geod. Az  |
 TU1435|                                                           dddmmss.s |
 TU1435| TU1372 KALIHI RESET                        173.565 METERS 11350     |
 TU1435| TU1375 STREET MARKER SPIKE 1964             47.442 METERS 14539     |
 TU1435| CJ9427 CROSS ON CONCRETE POST                             1524916.4 |
 TU1435| CJ9549 KALIHI 2 RM 1                        31.788 METERS 16221     |
 TU1435| TU1376 HYDRANT 4859 1964                    32.781 METERS 16246     |
 TU1435| TU1436 PROPERTY COR MARKER PIPE 1964         2.539 METERS 23950     |
 TU1435| CJ9550 KALIHI 2 RM 2                         3.751 METERS 25636     |
 TU1435| TU1399 HONOLULU INTL APT CONT TWR BCN      APPROX. 3.1 KM 2913353.6 |
 TU1435|---------------------------------------------------------------------|
 TU1435
 TU1435                          SUPERSEDED SURVEY CONTROL
 TU1435
 TU1435  NAD 83(1986)-  21 19 17.98807(N)    157 53 30.47757(W) AD(       ) 3
 TU1435  OLD HI      -  21 19 29.36700(N)    157 53 40.35300(W) AD(       ) 3
 TU1435
 TU1435.Superseded values are not recommended for survey control.
 TU1435.NGS no longer adjusts projects to the OLD HI datum.
 TU1435.See file dsdata.txt to determine how the superseded data were derived.
 TU1435
 TU1435_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1493158153(NAD 83)
 TU1435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1435_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1435
 TU1435  HISTORY     - Date     Condition        Report By
 TU1435  HISTORY     - 1964     MONUMENTED       CGS
 TU1435
 TU1435                          STATION DESCRIPTION
 TU1435
 TU1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1435'STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF CENTER OF
 TU1435'HONOLULU, ALONG THE SOUTHWEST SIDE OF SAND ISLAND ROAD, 1/2 MILE
 TU1435'NORTHWEST OF SAND ISLAND BRIDGE, AND AT THE NORTHEAST CORNER OF THE
 TU1435'HIGH, CORRUGATED IRON FENCE SURROUNDING THE KEEHI DRYDOCK
 TU1435'COMPANY YARD.
 TU1435'
 TU1435'TO REACH STATION FROM THE ENTRANCE OF KAPALAMA MILITARY
 TU1435'RESERVATION, AT JUNCTION OF WAIAKAMILO ST. AND NIMITZ HIGHWAY,
 TU1435'GO NORTHWEST ON NIMITZ HIGHWAY FOR 0.7 MILE.  TURN LEFT ON SAND
 TU1435'ISLAND ROAD AND GO 0.6 MILE TO STATION ON RIGHT.
 TU1435'
 TU1435'STATION MARK IS A STANDARD DISK STAMPED KALIHI 2 1964, SET IN
 TU1435'THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT, ABOUT 1 INCH
 TU1435'BELOW GROUND LEVEL.  IT IS 20 FEET WEST OF EDGE OF ROAD, 3.7 FEET
 TU1435'NORTHEAST OF POWER POLE NO. 18, AND ON OPPOSITE SIDE OF THE POWER
 TU1435'POLE FROM TWO WATER COMPANY JUNCTION BOXES.
 TU1435'
 TU1435'UNDERGROUND MARK IS A STANDARD DISK STAMPED KALIHI 2 1964, SET
 TU1435'IN A MASS OF CONCRETE ABOUT 3 FEET BELOW GROUND LEVEL.
 TU1435'
 TU1435'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALIHI 2
 TU1435'NO 1 1964, CEMENTED IN A DRILL HOLE IN THE NORTH SIDE OF THE
 TU1435'SEMI-CIRCULAR, CONCRETE CURBING AROUND HYDRANT NO. 4859.  IT IS
 TU1435'AT ABOUT SAME ELEVATION AS STATION.
 TU1435'
 TU1435'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALIHI 2
 TU1435'NO 2 1964, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE
 TU1435'MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS 5 FEET WEST
 TU1435'OF THE PROPERTY CORNER MARKER, 1.9 FEET NORTH OF FENCE, AND ABOUT
 TU1435'SAME ELEVATION AS STATION.
 TU1435'
 TU1435'CROSS ON CONCRETE POST (AZIMUTH MARK) IS A 2-INCH CROSS IN THE
 TU1435'TOP OF A POST THAT IS THE 4TH ONE OF 6 (FROM BRIDGE) IN THE
 TU1435'GUARD-RAIL ON NORTHEAST SIDE OF THE ROAD.  IT IS 18 FEET
 TU1435'NORTH-NORTHWEST OF A TRAFFIC LIGHT.
 TU1435'
 TU1435'PROPERTY CORNER MARKER IS 3/8-INCH IRON ROD CEMENTED IN A 3/4-INCH
 TU1435'PIPE, SET AT CORNER OF FENCE, FLUSH WITH GROUND.
 TU1435'
 TU1435'STREET MARKER SPIKE IS LARGE, ROUND-HEAD SPIKE DRIVEN INTO ROAD
 TU1435'SURFACE, FLUSH, ON CENTER-LINE OF ROAD AT SOUTH END OF LONG
 TU1435'CURVE.  IT HAS A WHITE CIRCLE SURROUNDING IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1386 ***********************************************************************
 TU1386  DESIGNATION -  KALIHI CHANNEL DATUM POINT
 TU1386  PID         -  TU1386
 TU1386  STATE/COUNTY-  HI/HONOLULU
 TU1386  USGS QUAD   -  HONOLULU (1983)
 TU1386
 TU1386                         *CURRENT SURVEY CONTROL
 TU1386  ___________________________________________________________________
 TU1386* NAD 83(1993)-  21 18 15.95115(N)    157 53 47.66194(W)     ADJUSTED  
 TU1386* LOCAL TIDAL -                                                        
 TU1386  ___________________________________________________________________
 TU1386  EPOCH DATE  -        1993.62
 TU1386  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 TU1386  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1386
 TU1386  HORZ ORDER  -  THIRD
 TU1386
 TU1386.The horizontal coordinates were established by classical geodetic methods
 TU1386.and adjusted by the National Geodetic Survey in December 1998..
 TU1386.The horizontal coordinates are valid at the epoch date displayed above.
 TU1386.The epoch date for horizontal control is a decimal equivalence
 TU1386.of Year/Month/Day.
 TU1386
 TU1386
 TU1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1386
 TU1386.The geoid height was determined by GEOID03.
 TU1386
 TU1386;                    North         East     Units Scale Factor Converg.
 TU1386;SPC HI 3     -    15,256.634   510,731.313   MT  0.99999142   +0 02 15.3
 TU1386;UTM  04      - 2,356,240.878   614,448.983   MT  0.99976186   +0 24 03.4
 TU1386
 TU1386                          SUPERSEDED SURVEY CONTROL
 TU1386
 TU1386  NAD 83(1986)-  21 18 15.89944(N)    157 53 47.67134(W) AD(       ) 4
 TU1386  OLD HI      -  21 18 27.27300(N)    157 53 57.54500(W) AD(       ) 3
 TU1386
 TU1386.Superseded values are not recommended for survey control.
 TU1386.NGS no longer adjusts projects to the OLD HI datum.
 TU1386.See file dsdata.txt to determine how the superseded data were derived.
 TU1386
 TU1386_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1444956241(NAD 83)
 TU1386
 TU1386  HISTORY     - Date     Condition        Report By
 TU1386  HISTORY     - 1925     MONUMENTED       CGS
 TU1386  HISTORY     - 1943     SEE DESCRIPTION  CGS
 TU1386  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1386  HISTORY     - 19990928 MARK NOT FOUND   USPSQD
 TU1386
 TU1386                          STATION DESCRIPTION
 TU1386
 TU1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1386'ON SOUTHERN COAST OF OAHU, ON WEST SIDE OF ENTRANCE TO KALIHI
 TU1386'CHANNEL, A VERTICAL BOARD MADE FAST TO THREE CONCRETE PILES.
 TU1386
 TU1386                          STATION RECOVERY (1943)
 TU1386
 TU1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RDH)
 TU1386'THIS STATION DESTROYED BY DREDGING OPERATIONS BUT SIMILAR
 TU1386'STRUCTURE IS BEING BUILT APPROXIMATELY 100 FEET FROM OLD
 TU1386'POSITION.  NOT YET LOCATED.
 TU1386
 TU1386                          STATION RECOVERY (1965)
 TU1386
 TU1386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1386'STATION IS GONE.  ALSO REPORTED DESTROYED IN 1943.
 TU1386
 TU1386                          STATION RECOVERY (1999)
 TU1386
 TU1386'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1383 ***********************************************************************
 TU1383  DESIGNATION -  KALIHI CHANNEL F RNG LT
 TU1383  PID         -  TU1383
 TU1383  STATE/COUNTY-  HI/HONOLULU
 TU1383  USGS QUAD   -  HONOLULU (1983)
 TU1383
 TU1383                         *CURRENT SURVEY CONTROL
 TU1383  ___________________________________________________________________
 TU1383* NAD 83(1993)-  21 18 32.55572(N)    157 53 42.94446(W)     ADJUSTED  
 TU1383* LOCAL TIDAL -                                                        
 TU1383  ___________________________________________________________________
 TU1383  EPOCH DATE  -        1993.62
 TU1383  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 TU1383  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1383
 TU1383  HORZ ORDER  -  THIRD
 TU1383
 TU1383.The horizontal coordinates were established by classical geodetic methods
 TU1383.and adjusted by the National Geodetic Survey in December 1998..
 TU1383.The horizontal coordinates are valid at the epoch date displayed above.
 TU1383.The epoch date for horizontal control is a decimal equivalence
 TU1383.of Year/Month/Day.
 TU1383
 TU1383
 TU1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1383
 TU1383.The geoid height was determined by GEOID03.
 TU1383
 TU1383;                    North         East     Units Scale Factor Converg.
 TU1383;SPC HI 3     -    15,767.407   510,866.938   MT  0.99999146   +0 02 17.0
 TU1383;UTM  04      - 2,356,752.384   614,581.336   MT  0.99976223   +0 24 05.4
 TU1383
 TU1383                          SUPERSEDED SURVEY CONTROL
 TU1383
 TU1383  NAD 83(1986)-  21 18 32.50526(N)    157 53 42.95380(W) AD(       ) 4
 TU1383  OLD HI      -  21 18 43.88300(N)    157 53 52.82400(W) AD(       ) 3
 TU1383
 TU1383.Superseded values are not recommended for survey control.
 TU1383.NGS no longer adjusts projects to the OLD HI datum.
 TU1383.See file dsdata.txt to determine how the superseded data were derived.
 TU1383
 TU1383_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1458156752(NAD 83)
 TU1383
 TU1383  HISTORY     - Date     Condition        Report By
 TU1383  HISTORY     - 1964     MONUMENTED       CGS
 TU1383  HISTORY     - 19990928 GOOD             USPSQD
 TU1383
 TU1383                          STATION DESCRIPTION
 TU1383
 TU1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1383'STATION IS THE RANGE LIGHT ON TOP OF A 3-LEGGED, SKELETON STEEL
 TU1383'TOWER THAT IS 33 FEET HIGH AND IS PAINTED ALTERNATE ORANGE AND
 TU1383'WHITE.  THE LIGHT PROJECTS 4 FEET ABOVE TOP OF TOWER.  A LARGE,
 TU1383'DIAMOND-SHAPED DAYMARKER IS AFFIXED TO THE SOUTH SIDE OF THE
 TU1383'TOWER.
 TU1383'
 TU1383'LOCATED ON THE EAST EDGE OF HARRIS ISLAND, 50 YARDS WEST OF
 TU1383'KALIHI CHANNEL LIGHT NO. 13, ON WEST SIDE OF KALIHI CHANNEL.
 TU1383
 TU1383                          STATION RECOVERY (1999)
 TU1383
 TU1383'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1374 ***********************************************************************
 TU1374  DESIGNATION -  KALIHI CHANNEL GREEN LIGHT 19
 TU1374  PID         -  TU1374
 TU1374  STATE/COUNTY-  HI/HONOLULU
 TU1374  USGS QUAD   -  HONOLULU (1983)
 TU1374
 TU1374                         *CURRENT SURVEY CONTROL
 TU1374  ___________________________________________________________________
 TU1374* NAD 83(1993)-  21 18 50.88628(N)    157 53 26.26202(W)     ADJUSTED  
 TU1374* LOCAL TIDAL -                                                        
 TU1374  ___________________________________________________________________
 TU1374  EPOCH DATE  -        1993.62
 TU1374  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 TU1374  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1374
 TU1374  HORZ ORDER  -  THIRD
 TU1374
 TU1374.The horizontal coordinates were established by classical geodetic methods
 TU1374.and adjusted by the National Geodetic Survey in December 1998..
 TU1374.The horizontal coordinates are valid at the epoch date displayed above.
 TU1374.The epoch date for horizontal control is a decimal equivalence
 TU1374.of Year/Month/Day.
 TU1374
 TU1374
 TU1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1374
 TU1374.The geoid height was determined by GEOID03.
 TU1374
 TU1374;                    North         East     Units Scale Factor Converg.
 TU1374;SPC HI 3     -    16,331.500   511,347.344   MT  0.99999159   +0 02 23.1
 TU1374;UTM  04      - 2,357,319.384   615,058.045   MT  0.99976359   +0 24 11.8
 TU1374
 TU1374                          SUPERSEDED SURVEY CONTROL
 TU1374
 TU1374  NAD 83(1986)-  21 18 50.83555(N)    157 53 26.27141(W) AD(       ) 4
 TU1374  OLD HI      -  21 19 02.21600(N)    157 53 36.14300(W) AD(       ) 3
 TU1374
 TU1374.Superseded values are not recommended for survey control.
 TU1374.NGS no longer adjusts projects to the OLD HI datum.
 TU1374.See file dsdata.txt to determine how the superseded data were derived.
 TU1374
 TU1374_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1505857319(NAD 83)
 TU1374
 TU1374  HISTORY     - Date     Condition        Report By
 TU1374  HISTORY     - 1964     MONUMENTED       CGS
 TU1374  HISTORY     - 19990928 GOOD             USPSQD
 TU1374
 TU1374                          STATION DESCRIPTION
 TU1374
 TU1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1374'STATION IS THE GREEN LIGHT MOUNTED ON A PIPE ATOP A BLACK BOX
 TU1374'ON A DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS
 TU1374'15 FEET ABOVE WATER.  A LARGE WHITE 19 IS PAINTED ON 3 SIDES OF
 TU1374'THE BOX.
 TU1374'
 TU1374'LOCATED ABOUT 100 FEET SOUTH, OFFSHORE, FROM THE SOUTHERNMOST
 TU1374'TIP OF LAND AT THE STATE OF HAWAII KEEHI MARINA, ON NORTHWEST SIDE
 TU1374'OF KALIHI CHANNEL.
 TU1374
 TU1374                          STATION RECOVERY (1999)
 TU1374
 TU1374'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1378 ***********************************************************************
 TU1378  DESIGNATION -  KALIHI CHANNEL GREEN LIGHT 17
 TU1378  PID         -  TU1378
 TU1378  STATE/COUNTY-  HI/HONOLULU
 TU1378  USGS QUAD   -  HONOLULU (1983)
 TU1378
 TU1378                         *CURRENT SURVEY CONTROL
 TU1378  ___________________________________________________________________
 TU1378* NAD 83(1993)-  21 18 47.57126(N)    157 53 37.12406(W)     ADJUSTED  
 TU1378* LOCAL TIDAL -                                                        
 TU1378  ___________________________________________________________________
 TU1378  EPOCH DATE  -        1993.62
 TU1378  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 TU1378  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1378
 TU1378  HORZ ORDER  -  THIRD
 TU1378
 TU1378.The horizontal coordinates were established by classical geodetic methods
 TU1378.and adjusted by the National Geodetic Survey in December 1998..
 TU1378.The horizontal coordinates are valid at the epoch date displayed above.
 TU1378.The epoch date for horizontal control is a decimal equivalence
 TU1378.of Year/Month/Day.
 TU1378
 TU1378
 TU1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1378
 TU1378.The geoid height was determined by GEOID03.
 TU1378
 TU1378;                    North         East     Units Scale Factor Converg.
 TU1378;SPC HI 3     -    16,229.331   511,034.374   MT  0.99999150   +0 02 19.2
 TU1378;UTM  04      - 2,357,215.255   614,745.800   MT  0.99976270   +0 24 07.8
 TU1378
 TU1378                          SUPERSEDED SURVEY CONTROL
 TU1378
 TU1378  NAD 83(1986)-  21 18 47.52052(N)    157 53 37.13345(W) AD(       ) 4
 TU1378  OLD HI      -  21 18 58.90000(N)    157 53 47.00500(W) AD(       ) 3
 TU1378
 TU1378.Superseded values are not recommended for survey control.
 TU1378.NGS no longer adjusts projects to the OLD HI datum.
 TU1378.See file dsdata.txt to determine how the superseded data were derived.
 TU1378
 TU1378_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1474657215(NAD 83)
 TU1378
 TU1378  HISTORY     - Date     Condition        Report By
 TU1378  HISTORY     - 1964     MONUMENTED       CGS
 TU1378  HISTORY     - 19990928 GOOD             USPSQD
 TU1378
 TU1378                          STATION DESCRIPTION
 TU1378
 TU1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1378'STATION IS THE GREEN LIGHT MOUNTED ON A PIPE ATOP A BLACK BOX
 TU1378'ON A DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS
 TU1378'15 FEET ABOVE WATER.  A LARGE WHITE 17 IS PAINTED ON 3 SIDES OF
 TU1378'THE BOX.
 TU1378'
 TU1378'LOCATED ABOUT 190 YARDS SOUTHEAST OF THE KALIHI CHANNEL REAR
 TU1378'RANGE LIGHT AND 100 YARDS EAST OF THE SOUTH END OF THE MUD FLAT
 TU1378'ON WHICH THE REAR RANGE LIGHT IS LOCATED, ON NORTHWEST SIDE OF
 TU1378'KALIHI CHANNEL.
 TU1378
 TU1378                          STATION RECOVERY (1999)
 TU1378
 TU1378'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1381 ***********************************************************************
 TU1381  DESIGNATION -  KALIHI CHANNEL GREEN LIGHT 13
 TU1381  PID         -  TU1381
 TU1381  STATE/COUNTY-  HI/HONOLULU
 TU1381  USGS QUAD   -  HONOLULU (1983)
 TU1381
 TU1381                         *CURRENT SURVEY CONTROL
 TU1381  ___________________________________________________________________
 TU1381* NAD 83(1993)-  21 18 32.65988(N)    157 53 41.35490(W)     ADJUSTED  
 TU1381* LOCAL TIDAL -                                                        
 TU1381  ___________________________________________________________________
 TU1381  EPOCH DATE  -        1993.62
 TU1381  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 TU1381  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1381
 TU1381  HORZ ORDER  -  THIRD
 TU1381
 TU1381.The horizontal coordinates were established by classical geodetic methods
 TU1381.and adjusted by the National Geodetic Survey in December 1998..
 TU1381.The horizontal coordinates are valid at the epoch date displayed above.
 TU1381.The epoch date for horizontal control is a decimal equivalence
 TU1381.of Year/Month/Day.
 TU1381
 TU1381
 TU1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1381
 TU1381.The geoid height was determined by GEOID03.
 TU1381
 TU1381;                    North         East     Units Scale Factor Converg.
 TU1381;SPC HI 3     -    15,770.641   510,912.748   MT  0.99999147   +0 02 17.6
 TU1381;UTM  04      - 2,356,755.907   614,627.114   MT  0.99976236   +0 24 06.0
 TU1381
 TU1381                          SUPERSEDED SURVEY CONTROL
 TU1381
 TU1381  NAD 83(1986)-  21 18 32.60904(N)    157 53 41.36416(W) AD(       ) 4
 TU1381  OLD HI      -  21 18 43.98700(N)    157 53 51.23500(W) AD(       ) 3
 TU1381
 TU1381.Superseded values are not recommended for survey control.
 TU1381.NGS no longer adjusts projects to the OLD HI datum.
 TU1381.See file dsdata.txt to determine how the superseded data were derived.
 TU1381
 TU1381_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1462756756(NAD 83)
 TU1381
 TU1381  HISTORY     - Date     Condition        Report By
 TU1381  HISTORY     - 1964     MONUMENTED       CGS
 TU1381  HISTORY     - 19990928 GOOD             USPSQD
 TU1381
 TU1381                          STATION DESCRIPTION
 TU1381
 TU1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1381'STATION IS THE GREEN LIGHT MOUNTED ON A PIPE ATOP A BLACK BOX
 TU1381'ON A DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS
 TU1381'15 FEET ABOVE WATER.  A LARGE WHITE 13 IS PAINTED ON 3 SIDES OF
 TU1381'THE BOX.
 TU1381'
 TU1381'LOCATED ABOUT 45 YARDS OFFSHORE FROM THE EAST EDGE OF HARRIS
 TU1381'ISLAND, ON THE WEST SIDE OF KALIHI CHANNEL, 50 YARDS EAST OF THE
 TU1381'KALIHI CHANNEL FRONT RANGE LIGHT.
 TU1381
 TU1381                          STATION RECOVERY (1999)
 TU1381
 TU1381'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1385 ***********************************************************************
 TU1385  DESIGNATION -  KALIHI CHANNEL GREEN LIGHT 9
 TU1385  PID         -  TU1385
 TU1385  STATE/COUNTY-  HI/HONOLULU
 TU1385  USGS QUAD   -  HONOLULU (1983)
 TU1385
 TU1385                         *CURRENT SURVEY CONTROL
 TU1385  ___________________________________________________________________
 TU1385* NAD 83(1993)-  21 18 17.29603(N)    157 53 47.38277(W)     ADJUSTED  
 TU1385* LOCAL TIDAL -                                                        
 TU1385  ___________________________________________________________________
 TU1385  EPOCH DATE  -        1993.62
 TU1385  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 TU1385  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1385
 TU1385  HORZ ORDER  -  THIRD
 TU1385
 TU1385.The horizontal coordinates were established by classical geodetic methods
 TU1385.and adjusted by the National Geodetic Survey in December 1998..
 TU1385.The horizontal coordinates are valid at the epoch date displayed above.
 TU1385.The epoch date for horizontal control is a decimal equivalence
 TU1385.of Year/Month/Day.
 TU1385
 TU1385
 TU1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1385
 TU1385.The geoid height was determined by GEOID03.
 TU1385
 TU1385;                    North         East     Units Scale Factor Converg.
 TU1385;SPC HI 3     -    15,298.002   510,739.332   MT  0.99999142   +0 02 15.4
 TU1385;UTM  04      - 2,356,282.286   614,456.738   MT  0.99976188   +0 24 03.5
 TU1385
 TU1385                          SUPERSEDED SURVEY CONTROL
 TU1385
 TU1385  NAD 83(1986)-  21 18 17.24553(N)    157 53 47.39209(W) AD(       ) 4
 TU1385  OLD HI      -  21 18 28.62300(N)    157 53 57.26200(W) AD(       ) 3
 TU1385
 TU1385.Superseded values are not recommended for survey control.
 TU1385.NGS no longer adjusts projects to the OLD HI datum.
 TU1385.See file dsdata.txt to determine how the superseded data were derived.
 TU1385
 TU1385_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1445756282(NAD 83)
 TU1385
 TU1385  HISTORY     - Date     Condition        Report By
 TU1385  HISTORY     - 1964     MONUMENTED       CGS
 TU1385  HISTORY     - 19990928 GOOD             USPSQD
 TU1385
 TU1385                          STATION DESCRIPTION
 TU1385
 TU1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1385'STATION IS THE GREEN LIGHT MOUNTED ON A PIPE ATOP A BLACK BOX
 TU1385'ON A DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS
 TU1385'15 FEET ABOVE WATER.  A LARGE WHITE NUMBER 9 IS PAINTED ON 3 SIDES
 TU1385'OF THE BOX.
 TU1385'
 TU1385'LOCATED ABOUT 490 YARDS SOUTH OF HARRIS ISLAND, ON THE WEST SIDE
 TU1385'OF KALIHI CHANNEL.
 TU1385
 TU1385                          STATION RECOVERY (1999)
 TU1385
 TU1385'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1387 ***********************************************************************
 TU1387  DESIGNATION -  KALIHI CHANNEL GREEN LIGHT 5
 TU1387  PID         -  TU1387
 TU1387  STATE/COUNTY-  HI/HONOLULU
 TU1387  USGS QUAD   -  HONOLULU (1983)
 TU1387
 TU1387                         *CURRENT SURVEY CONTROL
 TU1387  ___________________________________________________________________
 TU1387* NAD 83(1993)-  21 17 58.39236(N)    157 53 49.91927(W)     ADJUSTED  
 TU1387* LOCAL TIDAL -                                                        
 TU1387  ___________________________________________________________________
 TU1387  EPOCH DATE  -        1993.62
 TU1387  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 TU1387  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU1387
 TU1387  HORZ ORDER  -  THIRD
 TU1387
 TU1387.The horizontal coordinates were established by classical geodetic methods
 TU1387.and adjusted by the National Geodetic Survey in December 1998..
 TU1387.The horizontal coordinates are valid at the epoch date displayed above.
 TU1387.The epoch date for horizontal control is a decimal equivalence
 TU1387.of Year/Month/Day.
 TU1387
 TU1387
 TU1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1387
 TU1387.The geoid height was determined by GEOID03.
 TU1387
 TU1387;                    North         East     Units Scale Factor Converg.
 TU1387;SPC HI 3     -    14,716.561   510,666.605   MT  0.99999141   +0 02 14.4
 TU1387;UTM  04      - 2,355,700.530   614,387.716   MT  0.99976169   +0 24 02.3
 TU1387
 TU1387                          SUPERSEDED SURVEY CONTROL
 TU1387
 TU1387  NAD 83(1986)-  21 17 58.34190(N)    157 53 49.92848(W) AD(       ) 4
 TU1387  OLD HI      -  21 18 09.71900(N)    157 53 59.79700(W) AD(       ) 3
 TU1387
 TU1387.Superseded values are not recommended for survey control.
 TU1387.NGS no longer adjusts projects to the OLD HI datum.
 TU1387.See file dsdata.txt to determine how the superseded data were derived.
 TU1387
 TU1387_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1438855701(NAD 83)
 TU1387
 TU1387  HISTORY     - Date     Condition        Report By
 TU1387  HISTORY     - 1964     MONUMENTED       CGS
 TU1387  HISTORY     - 19990928 GOOD             USPSQD
 TU1387
 TU1387                          STATION DESCRIPTION
 TU1387
 TU1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1387'STATION IS THE GREEN LIGHT MOUNTED ON A PIPE ATOP A BLACK BOX ON
 TU1387'A DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS 15
 TU1387'FEET ABOVE WATER.  A LARGE WHITE 5 IS PAINTED ON 3 SIDES OF THE
 TU1387'BOX.
 TU1387'
 TU1387'LOCATED ABOUT 1250 YARDS WEST OF THE SOUTH TIP OF SAND ISLAND,
 TU1387'ON THE WEST SIDE OF KALIHI CHANNEL.
 TU1387
 TU1387                          STATION RECOVERY (1999)
 TU1387
 TU1387'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1380 ***********************************************************************
 TU1380  DESIGNATION -  KALIHI CHANNEL R RNG LT
 TU1380  PID         -  TU1380
 TU1380  STATE/COUNTY-  HI/HONOLULU
 TU1380  USGS QUAD   -  HONOLULU (1983)
 TU1380
 TU1380                         *CURRENT SURVEY CONTROL
 TU1380  ___________________________________________________________________
 TU1380* NAD 83(1993)-  21 18 52.54679(N)    157 53 40.31140(W)     ADJUSTED  
 TU1380* LOCAL TIDAL -                                                        
 TU1380  ___________________________________________________________________
 TU1380  EPOCH DATE  -        1993.62
 TU1380  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 TU1380  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1380
 TU1380  HORZ ORDER  -  THIRD
 TU1380
 TU1380.The horizontal coordinates were established by classical geodetic methods
 TU1380.and adjusted by the National Geodetic Survey in December 1998..
 TU1380.The horizontal coordinates are valid at the epoch date displayed above.
 TU1380.The epoch date for horizontal control is a decimal equivalence
 TU1380.of Year/Month/Day.
 TU1380
 TU1380
 TU1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1380
 TU1380.The geoid height was determined by GEOID03.
 TU1380
 TU1380;                    North         East     Units Scale Factor Converg.
 TU1380;SPC HI 3     -    16,382.294   510,942.413   MT  0.99999148   +0 02 18.0
 TU1380;UTM  04      - 2,357,367.597   614,652.892   MT  0.99976244   +0 24 06.7
 TU1380
 TU1380                          SUPERSEDED SURVEY CONTROL
 TU1380
 TU1380  NAD 83(1986)-  21 18 52.49605(N)    157 53 40.32069(W) AD(       ) 4
 TU1380  OLD HI      -  21 19 03.87500(N)    157 53 50.19300(W) AD(       ) 3
 TU1380
 TU1380.Superseded values are not recommended for survey control.
 TU1380.NGS no longer adjusts projects to the OLD HI datum.
 TU1380.See file dsdata.txt to determine how the superseded data were derived.
 TU1380
 TU1380_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1465357368(NAD 83)
 TU1380
 TU1380  HISTORY     - Date     Condition        Report By
 TU1380  HISTORY     - 1964     MONUMENTED       CGS
 TU1380  HISTORY     - 19990928 GOOD             USPSQD
 TU1380
 TU1380                          STATION DESCRIPTION
 TU1380
 TU1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1380'STATION IS THE RANGE LIGHT ON TOP OF A 3-LEGGED, SKELETON STEEL
 TU1380'TOWER THAT IS 62 FEET TALL AND IS PAINTED ALTERNATE ORANGE AND
 TU1380'WHITE.  THE LIGHT PROJECTS 4 FEET ABOVE TOP OF TOWER.  A LARGE,
 TU1380'DIAMOND-SHAPED DAYMARKER IS AFFIXED TO THE SOUTH SIDE OF THE
 TU1380'TOWER.
 TU1380'
 TU1380'LOCATED ON THE MUD FLAT SOUTHWEST ACROSS SEAPLANE LANE D FROM
 TU1380'THE STATE OF HAWAII KEEHI MARINA, ABOUT 170 YARDS NORTH FROM
 TU1380'SOUTH END OF THE MUD FLAT.
 TU1380
 TU1380                          STATION RECOVERY (1999)
 TU1380
 TU1380'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1371 ***********************************************************************
 TU1371  DESIGNATION -  KALIHI CHANNEL RED LIGHT 20
 TU1371  PID         -  TU1371
 TU1371  STATE/COUNTY-  HI/HONOLULU
 TU1371  USGS QUAD   -  HONOLULU (1983)
 TU1371
 TU1371                         *CURRENT SURVEY CONTROL
 TU1371  ___________________________________________________________________
 TU1371* NAD 83(1993)-  21 18 46.07610(N)    157 53 23.25893(W)     ADJUSTED  
 TU1371* LOCAL TIDAL -                                                        
 TU1371  ___________________________________________________________________
 TU1371  EPOCH DATE  -        1993.62
 TU1371  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 TU1371  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1371
 TU1371  HORZ ORDER  -  THIRD
 TU1371
 TU1371.The horizontal coordinates were established by classical geodetic methods
 TU1371.and adjusted by the National Geodetic Survey in December 1998..
 TU1371.The horizontal coordinates are valid at the epoch date displayed above.
 TU1371.The epoch date for horizontal control is a decimal equivalence
 TU1371.of Year/Month/Day.
 TU1371
 TU1371
 TU1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1371
 TU1371.The geoid height was determined by GEOID03.
 TU1371
 TU1371;                    North         East     Units Scale Factor Converg.
 TU1371;SPC HI 3     -    16,183.621   511,433.995   MT  0.99999161   +0 02 24.2
 TU1371;UTM  04      - 2,357,172.091   615,145.612   MT  0.99976384   +0 24 12.8
 TU1371
 TU1371                          SUPERSEDED SURVEY CONTROL
 TU1371
 TU1371  NAD 83(1986)-  21 18 46.02599(N)    157 53 23.26855(W) AD(       ) 4
 TU1371  OLD HI      -  21 18 57.40600(N)    157 53 33.14000(W) AD(       ) 3
 TU1371
 TU1371.Superseded values are not recommended for survey control.
 TU1371.NGS no longer adjusts projects to the OLD HI datum.
 TU1371.See file dsdata.txt to determine how the superseded data were derived.
 TU1371
 TU1371_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1514657172(NAD 83)
 TU1371
 TU1371  HISTORY     - Date     Condition        Report By
 TU1371  HISTORY     - 1964     MONUMENTED       CGS
 TU1371  HISTORY     - 19990928 GOOD             USPSQD
 TU1371
 TU1371                          STATION DESCRIPTION
 TU1371
 TU1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1371'STATION IS THE RED LIGHT MOUNTED ON A PIPE ATOP A RED BOX ON A
 TU1371'DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS 15
 TU1371'FEET ABOVE WATER.  A LARGE WHITE 20 IS PAINTED ON 3 SIDES OF THE
 TU1371'BOX.
 TU1371'
 TU1371'LOCATED ABOUT 100 FEET OFFSHORE FROM THE WEST END OF SAND ISLAND,
 TU1371'ON THE SOUTHEAST SIDE OF KALIHI CHANNEL.
 TU1371
 TU1371                          STATION RECOVERY (1999)
 TU1371
 TU1371'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1377 ***********************************************************************
 TU1377  DESIGNATION -  KALIHI CHANNEL RED LIGHT 16
 TU1377  PID         -  TU1377
 TU1377  STATE/COUNTY-  HI/HONOLULU
 TU1377  USGS QUAD   -  HONOLULU (1983)
 TU1377
 TU1377                         *CURRENT SURVEY CONTROL
 TU1377  ___________________________________________________________________
 TU1377* NAD 83(1993)-  21 18 37.29286(N)    157 53 31.85069(W)     ADJUSTED  
 TU1377* LOCAL TIDAL -                                                        
 TU1377  ___________________________________________________________________
 TU1377  EPOCH DATE  -        1993.62
 TU1377  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 TU1377  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1377
 TU1377  HORZ ORDER  -  THIRD
 TU1377
 TU1377.The horizontal coordinates were established by classical geodetic methods
 TU1377.and adjusted by the National Geodetic Survey in December 1998..
 TU1377.The horizontal coordinates are valid at the epoch date displayed above.
 TU1377.The epoch date for horizontal control is a decimal equivalence
 TU1377.of Year/Month/Day.
 TU1377
 TU1377
 TU1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1377
 TU1377.The geoid height was determined by GEOID03.
 TU1377
 TU1377;                    North         East     Units Scale Factor Converg.
 TU1377;SPC HI 3     -    15,913.316   511,186.567   MT  0.99999155   +0 02 21.1
 TU1377;UTM  04      - 2,356,900.283   614,899.960   MT  0.99976314   +0 24 09.5
 TU1377
 TU1377                          SUPERSEDED SURVEY CONTROL
 TU1377
 TU1377  NAD 83(1986)-  21 18 37.24282(N)    157 53 31.86029(W) AD(       ) 4
 TU1377  OLD HI      -  21 18 48.62200(N)    157 53 41.73100(W) AD(       ) 3
 TU1377
 TU1377.Superseded values are not recommended for survey control.
 TU1377.NGS no longer adjusts projects to the OLD HI datum.
 TU1377.See file dsdata.txt to determine how the superseded data were derived.
 TU1377
 TU1377_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1490056900(NAD 83)
 TU1377
 TU1377  HISTORY     - Date     Condition        Report By
 TU1377  HISTORY     - 1964     MONUMENTED       CGS
 TU1377  HISTORY     - 19990928 GOOD             USPSQD
 TU1377
 TU1377                          STATION DESCRIPTION
 TU1377
 TU1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1377'STATION IS THE RED LIGHT MOUNTED ON A PIPE ATOP A RED BOX ON A
 TU1377'DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS
 TU1377'15 FEET ABOVE WATER.  A LARGE WHITE 16 IS PAINTED ON 3 SIDES OF
 TU1377'THE BOX.
 TU1377'
 TU1377'LOCATED ABOUT 60 YARDS NORTH, OFFSHORE, FROM THE NORTH END OF
 TU1377'MOKAUEA ISLAND, ON THE EAST SIDE OF KALIHI CHANNEL.
 TU1377
 TU1377                          STATION RECOVERY (1999)
 TU1377
 TU1377'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1379 ***********************************************************************
 TU1379  DESIGNATION -  KALIHI CHANNEL RED LIGHT 12
 TU1379  PID         -  TU1379
 TU1379  STATE/COUNTY-  HI/HONOLULU
 TU1379  USGS QUAD   -  HONOLULU (1983)
 TU1379
 TU1379                         *CURRENT SURVEY CONTROL
 TU1379  ___________________________________________________________________
 TU1379* NAD 83(1993)-  21 18 29.42984(N)    157 53 37.21766(W)     ADJUSTED  
 TU1379* LOCAL TIDAL -                                                        
 TU1379  ___________________________________________________________________
 TU1379  EPOCH DATE  -        1993.62
 TU1379  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TU1379  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1379
 TU1379  HORZ ORDER  -  THIRD
 TU1379
 TU1379.The horizontal coordinates were established by classical geodetic methods
 TU1379.and adjusted by the National Geodetic Survey in December 1998..
 TU1379.The horizontal coordinates are valid at the epoch date displayed above.
 TU1379.The epoch date for horizontal control is a decimal equivalence
 TU1379.of Year/Month/Day.
 TU1379
 TU1379
 TU1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1379
 TU1379.The geoid height was determined by GEOID03.
 TU1379
 TU1379;                    North         East     Units Scale Factor Converg.
 TU1379;SPC HI 3     -    15,671.379   511,032.053   MT  0.99999150   +0 02 19.1
 TU1379;UTM  04      - 2,356,657.427   614,747.018   MT  0.99976270   +0 24 07.4
 TU1379
 TU1379                          SUPERSEDED SURVEY CONTROL
 TU1379
 TU1379  NAD 83(1986)-  21 18 29.37965(N)    157 53 37.22706(W) AD(       ) 4
 TU1379  OLD HI      -  21 18 40.75800(N)    157 53 47.09800(W) AD(       ) 3
 TU1379
 TU1379.Superseded values are not recommended for survey control.
 TU1379.NGS no longer adjusts projects to the OLD HI datum.
 TU1379.See file dsdata.txt to determine how the superseded data were derived.
 TU1379
 TU1379_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1474756657(NAD 83)
 TU1379
 TU1379  HISTORY     - Date     Condition        Report By
 TU1379  HISTORY     - 1964     MONUMENTED       CGS
 TU1379  HISTORY     - 19990928 GOOD             USPSQD
 TU1379
 TU1379                          STATION DESCRIPTION
 TU1379
 TU1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1379'STATION IS THE RED LIGHT MOUNTED ON A PIPE ATOP A RED BOX ON A
 TU1379'DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS 15
 TU1379'FEET ABOVE WATER.  A LARGE WHITE 12 IS PAINTED ON 3 SIDES OF THE
 TU1379'BOX.
 TU1379'
 TU1379'LOCATED ABOUT 210 YARDS SOUTHEAST OF THE SOUTH END OF HARRIS
 TU1379'ISLAND AND 150 YARDS SOUTHWEST OF THE WEST POINT OF MOKAUEA ISLAND,
 TU1379'ON THE EAST SIDE OF KALIHI CHANNEL.
 TU1379
 TU1379                          STATION RECOVERY (1999)
 TU1379
 TU1379'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1382 ***********************************************************************
 TU1382  DESIGNATION -  KALIHI CHANNEL RED LIGHT 8
 TU1382  PID         -  TU1382
 TU1382  STATE/COUNTY-  HI/HONOLULU
 TU1382  USGS QUAD   -  HONOLULU (1983)
 TU1382
 TU1382                         *CURRENT SURVEY CONTROL
 TU1382  ___________________________________________________________________
 TU1382* NAD 83(1993)-  21 18 16.13423(N)    157 53 42.52244(W)     ADJUSTED  
 TU1382* LOCAL TIDAL -                                                        
 TU1382  ___________________________________________________________________
 TU1382  EPOCH DATE  -        1993.62
 TU1382  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 TU1382  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1382
 TU1382  HORZ ORDER  -  THIRD
 TU1382
 TU1382.The horizontal coordinates were established by classical geodetic methods
 TU1382.and adjusted by the National Geodetic Survey in December 1998..
 TU1382.The horizontal coordinates are valid at the epoch date displayed above.
 TU1382.The epoch date for horizontal control is a decimal equivalence
 TU1382.of Year/Month/Day.
 TU1382
 TU1382
 TU1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1382
 TU1382.The geoid height was determined by GEOID03.
 TU1382
 TU1382;                    North         East     Units Scale Factor Converg.
 TU1382;SPC HI 3     -    15,262.362   510,879.437   MT  0.99999146   +0 02 17.1
 TU1382;UTM  04      - 2,356,247.544   614,597.034   MT  0.99976228   +0 24 05.3
 TU1382
 TU1382                          SUPERSEDED SURVEY CONTROL
 TU1382
 TU1382  NAD 83(1986)-  21 18 16.08414(N)    157 53 42.53181(W) AD(       ) 4
 TU1382  OLD HI      -  21 18 27.46200(N)    157 53 52.40200(W) AD(       ) 3
 TU1382
 TU1382.Superseded values are not recommended for survey control.
 TU1382.NGS no longer adjusts projects to the OLD HI datum.
 TU1382.See file dsdata.txt to determine how the superseded data were derived.
 TU1382
 TU1382_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1459756248(NAD 83)
 TU1382
 TU1382  HISTORY     - Date     Condition        Report By
 TU1382  HISTORY     - 1964     MONUMENTED       CGS
 TU1382  HISTORY     - 19990928 GOOD             USPSQD
 TU1382
 TU1382                          STATION DESCRIPTION
 TU1382
 TU1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1382'STATION IS THE RED LIGHT MOUNTED ON A PIPE ATOP A RED BOX ON A
 TU1382'DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS
 TU1382'15 FEET ABOVE WATER.  LARGE WHITE NUMBER 8 IS PAINTED ON 3 SIDES
 TU1382'OF THE BOX.
 TU1382'
 TU1382'LOCATED ABOUT 570 YARDS SOUTHWEST OF MOKAUEA ISLAND, ON THE EAST
 TU1382'SIDE OF KALIHI CHANNEL.
 TU1382
 TU1382                          STATION RECOVERY (1999)
 TU1382
 TU1382'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1384 ***********************************************************************
 TU1384  DESIGNATION -  KALIHI CHANNEL RED LIGHT 6
 TU1384  PID         -  TU1384
 TU1384  STATE/COUNTY-  HI/HONOLULU
 TU1384  USGS QUAD   -  HONOLULU (1983)
 TU1384
 TU1384                         *CURRENT SURVEY CONTROL
 TU1384  ___________________________________________________________________
 TU1384* NAD 83(1993)-  21 17 57.63120(N)    157 53 45.07176(W)     ADJUSTED  
 TU1384* LOCAL TIDAL -                                                        
 TU1384  ___________________________________________________________________
 TU1384  EPOCH DATE  -        1993.62
 TU1384  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TU1384  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU1384
 TU1384  HORZ ORDER  -  THIRD
 TU1384
 TU1384.The horizontal coordinates were established by classical geodetic methods
 TU1384.and adjusted by the National Geodetic Survey in December 1998..
 TU1384.The horizontal coordinates are valid at the epoch date displayed above.
 TU1384.The epoch date for horizontal control is a decimal equivalence
 TU1384.of Year/Month/Day.
 TU1384
 TU1384
 TU1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1384
 TU1384.The geoid height was determined by GEOID03.
 TU1384
 TU1384;                    North         East     Units Scale Factor Converg.
 TU1384;SPC HI 3     -    14,693.243   510,806.338   MT  0.99999144   +0 02 16.2
 TU1384;UTM  04      - 2,355,678.103   614,527.561   MT  0.99976208   +0 24 04.0
 TU1384
 TU1384                          SUPERSEDED SURVEY CONTROL
 TU1384
 TU1384  NAD 83(1986)-  21 17 57.57985(N)    157 53 45.08103(W) AD(       ) 4
 TU1384  OLD HI      -  21 18 08.95700(N)    157 53 54.95000(W) AD(       ) 3
 TU1384
 TU1384.Superseded values are not recommended for survey control.
 TU1384.NGS no longer adjusts projects to the OLD HI datum.
 TU1384.See file dsdata.txt to determine how the superseded data were derived.
 TU1384
 TU1384_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1452855678(NAD 83)
 TU1384
 TU1384  HISTORY     - Date     Condition        Report By
 TU1384  HISTORY     - 1964     MONUMENTED       CGS
 TU1384  HISTORY     - 19990928 GOOD             USPSQD
 TU1384
 TU1384                          STATION DESCRIPTION
 TU1384
 TU1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1384'STATION IS THE RED LIGHT MOUNTED ON A PIPE ATOP A RED BOX ON A
 TU1384'DOLPHIN.  CENTER OF LIGHT IS 5 FEET ABOVE TOP OF BOX AND IS 15
 TU1384'FEET ABOVE WATER.  A LARGE WHITE NUMBER 6 IS PAINTED ON 3 SIDES
 TU1384'OF THE BOX.
 TU1384'
 TU1384'LOCATED ABOUT 1100 YARDS WEST OF THE SOUTH TIP OF SAND ISLAND,
 TU1384'ON THE EAST SIDE OF KALIHI CHANNEL.
 TU1384
 TU1384                          STATION RECOVERY (1999)
 TU1384
 TU1384'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1358 ***********************************************************************
 TU1358  DESIGNATION -  KALIHI FIRE STATION
 TU1358  PID         -  TU1358
 TU1358  STATE/COUNTY-  HI/HONOLULU
 TU1358  USGS QUAD   -  HONOLULU (1983)
 TU1358
 TU1358                         *CURRENT SURVEY CONTROL
 TU1358  ___________________________________________________________________
 TU1358* NAD 83(1993)-  21 19 53.30219(N)    157 52 33.35603(W)     ADJUSTED  
 TU1358* LOCAL TIDAL -                                                        
 TU1358  ___________________________________________________________________
 TU1358  EPOCH DATE  -        1993.62
 TU1358  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 TU1358  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1358
 TU1358  HORZ ORDER  -  THIRD
 TU1358
 TU1358.The horizontal coordinates were established by classical geodetic methods
 TU1358.and adjusted by the National Geodetic Survey in December 1998..
 TU1358.The horizontal coordinates are valid at the epoch date displayed above.
 TU1358.The epoch date for horizontal control is a decimal equivalence
 TU1358.of Year/Month/Day.
 TU1358
 TU1358
 TU1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1358
 TU1358.The geoid height was determined by GEOID03.
 TU1358
 TU1358;                    North         East     Units Scale Factor Converg.
 TU1358;SPC HI 3     -    18,252.271   512,870.560   MT  0.99999205   +0 02 42.5
 TU1358;UTM  04      - 2,359,249.348   616,568.697   MT  0.99976791   +0 24 32.2
 TU1358
 TU1358                          SUPERSEDED SURVEY CONTROL
 TU1358
 TU1358  NAD 83(1986)-  21 19 53.25136(N)    157 52 33.36675(W) AD(       ) 4
 TU1358  OLD HI      -  21 20 04.65700(N)    157 52 43.27700(W) AD(       ) 3
 TU1358
 TU1358.Superseded values are not recommended for survey control.
 TU1358.NGS no longer adjusts projects to the OLD HI datum.
 TU1358.See file dsdata.txt to determine how the superseded data were derived.
 TU1358
 TU1358_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1656959249(NAD 83)
 TU1358
 TU1358  HISTORY     - Date     Condition        Report By
 TU1358  HISTORY     - 1925     MONUMENTED       CGS
 TU1358  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1358  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1358  HISTORY     - 19990928 GOOD             USPSQD
 TU1358
 TU1358                          STATION DESCRIPTION
 TU1358
 TU1358'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1358'ON SOUTHERN SHORE OF OAHU, ABOUT 2 MILES NORTHWEST OF HONOLULU,
 TU1358'THE TOWER OF THE KALIHI FIRE STATION, A TALL SLENDER SQUARE
 TU1358'YELLOW TOWER WITH RED PYRAMIDAL ROOF.  IT SHOWS UP WELL INLAND
 TU1358'BETWEEN HONOLULU AND AHUA POINT, AND IS DISTINGUISHABLE FROM A
 TU1358'SIMILAR TOWER NEARER TOWN, BY THE FACT THAT IT HAS IRON
 TU1358'BALCONIES, ONE ON EACH SIDE IMMEDIATELY BELOW WINDOWS.
 TU1358
 TU1358                          STATION RECOVERY (1956)
 TU1358
 TU1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1358'STATION IS ON OAHU ISLAND ABOUT 2 MILES NORTHWEST OF HONOLULU,
 TU1358'AT 1742 N. KING ST. JUST WEST OF THE INTERSECTION OF KALIHI STREET
 TU1358'AND NORTH KING STREET.  THE STATION IS THE TOWER OF THE KALIHI
 TU1358'FIRE STATION WHICH IS SQUARE, WHITE STUCCO, WITH RED TILE ROOF
 TU1358'AND IRON BALCONIES, ONE ON EACH SIDE BELOW WINDOWS.
 TU1358
 TU1358                          STATION RECOVERY (1964)
 TU1358
 TU1358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1358'STATION WAS RECOVERED.  IT IS A TAN COLORED TOWER ABOUT 10
 TU1358'FEET SQUARE, WITH RED TILE PYRAMIDAL ROOF, ON NORTHEAST SIDE OF
 TU1358'KALIHI FIRE STATION.  TOP OF TOWER IS ABOUT 50 FEET ABOVE GROUND
 TU1358'AND THERE ARE DOUBLE, ROUND-TOPPED WINDOWS NEAR THE TOP ON ALL 4
 TU1358'SIDES OF TOWER, WITH SMALL, IRON BALCONIES BENEATH THEM.  STATION
 TU1358'IS LOCATED ABOUT 2 MILES NORTHWEST OF CENTER OF HONOLULU,
 TU1358'1 BLOCK NORTHWEST OF THE INTERSECTION OF KALIHI AND KING
 TU1358'STREETS, ON THE NORTHEAST SIDE OF KING STREET, OPPOSITE THE
 TU1358'JUNCTION OF SELF LN.
 TU1358
 TU1358                          STATION RECOVERY (1999)
 TU1358
 TU1358'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1372 ***********************************************************************
 TU1372  DESIGNATION -  KALIHI RESET
 TU1372  PID         -  TU1372
 TU1372  STATE/COUNTY-  HI/HONOLULU
 TU1372  USGS QUAD   -  HONOLULU (1983)
 TU1372
 TU1372                         *CURRENT SURVEY CONTROL
 TU1372  ___________________________________________________________________
 TU1372* NAD 83(1993)-  21 19 15.75925(N)    157 53 24.95891(W)     ADJUSTED  
 TU1372* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1372  ___________________________________________________________________
 TU1372  EPOCH DATE  -        1993.62
 TU1372  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 TU1372  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1372
 TU1372  HORZ ORDER  -  THIRD
 TU1372
 TU1372.The horizontal coordinates were established by classical geodetic methods
 TU1372.and adjusted by the National Geodetic Survey in December 1998..
 TU1372.The horizontal coordinates are valid at the epoch date displayed above.
 TU1372.The epoch date for horizontal control is a decimal equivalence
 TU1372.of Year/Month/Day.
 TU1372
 TU1372.The orthometric height was scaled from a topographic map.
 TU1372
 TU1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1372
 TU1372.The geoid height was determined by GEOID03.
 TU1372
 TU1372;                    North         East     Units Scale Factor Converg.
 TU1372;SPC HI 3     -    17,096.510   511,384.367   MT  0.99999160   +0 02 23.6
 TU1372;UTM  04      - 2,358,084.439   615,090.205   MT  0.99976368   +0 24 12.7
 TU1372
 TU1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1372!SPC HI 3     -   0.99999739  x   0.99999160  =   0.99998899
 TU1372!UTM  04      -   0.99999739  x   0.99976368  =   0.99976107
 TU1372
 TU1372|---------------------------------------------------------------------|
 TU1372| PID    Reference Object                     Distance      Geod. Az  |
 TU1372|                                                           dddmmss.s |
 TU1372| CJ9547 KALIHI RM 1                           6.446 METERS 04226     |
 TU1372| CJ9548 KALIHI RM 2                          19.906 METERS 15202     |
 TU1372|---------------------------------------------------------------------|
 TU1372
 TU1372                          SUPERSEDED SURVEY CONTROL
 TU1372
 TU1372  NAD 83(1986)-  21 19 15.70838(N)    157 53 24.96815(W) AD(       ) 3
 TU1372  OLD HI      -  21 19 27.08700(N)    157 53 34.84300(W) AD(       ) 3
 TU1372
 TU1372.Superseded values are not recommended for survey control.
 TU1372.NGS no longer adjusts projects to the OLD HI datum.
 TU1372.See file dsdata.txt to determine how the superseded data were derived.
 TU1372
 TU1372_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1509058084(NAD 83)
 TU1372_MARKER: Z = SEE DESCRIPTION
 TU1372_SETTING: 0 = UNSPECIFIED SETTING
 TU1372
 TU1372  HISTORY     - Date     Condition        Report By
 TU1372  HISTORY     - 1928     MONUMENTED       CGS
 TU1372  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1372  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1372  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1372  HISTORY     - 19990928 MARK NOT FOUND   USPSQD
 TU1372
 TU1372                          STATION DESCRIPTION
 TU1372
 TU1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1372'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN CONCRETE PIER
 TU1372'ON CORAL AT THE MAKAI END OF PINEAPPLE ROAD IN KALIHI, ABOUT
 TU1372'25 YARDS S OF ROAD BETWEEN ROAD AND AUIKI POND.
 TU1372
 TU1372                          STATION RECOVERY (1952)
 TU1372
 TU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1372'J.M. DUNN, TERRITORIAL SURVEYOR, STATED--STATION IS IN AN
 TU1372'AREA USED DURING WORLD WAR II FOR WAREHOUSES AND FILLED IN.  IT
 TU1372'WAS SAID TO HAVE BEEN SHIELDED BY A FORM BUILT AROUND THE STATION
 TU1372'WHEN FILL WAS MADE.  IT WAS SEARCHED FOR AND NOT FOUND.  SHOULD
 TU1372'BE CONSIDERED LOST FOR PRACTICAL PURPOSES.
 TU1372
 TU1372                          STATION RECOVERY (1963)
 TU1372
 TU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1372'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, ALTHOUGH IT
 TU1372'HAS BEEN RE-MARKED WITH A DISK THAT APPEARS TO BE A U.S. CORPS
 TU1372'OF ENGINEERS MARK.  NO INFORMATION OR RECORDS COULD BE FOUND TO
 TU1372'INDICATE WHO RE-MARKED THE STATION.  IT IS LOCATED IN AN AREA
 TU1372'THAT WAS FILLED IN DURING WORLD WAR II, AND WAS PROBABLY
 TU1372'RE-MARKED TO BRING IT UP TO GROUND LEVEL.  TWO NEW REFERENCE
 TU1372'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1372'
 TU1372'STATION IS LOCATED ABOUT 2 MILES AIRLINE WEST-NORTHWEST OF THE
 TU1372'FEDERAL BUILDING IN HONOLULU, JUST OUTSIDE THE WEST BOUNDARY
 TU1372'OF THE KAPALAMA MILITARY RESERVATION, IN THE SOUTH END OF THE
 TU1372'STORAGE YARD OF STATE TILE CO.
 TU1372'
 TU1372'TO REACH STATION FROM ENTRANCE OF KAPALAMA MILITARY RESERVATION, AT
 TU1372'JUNCTION OF WAIKAMILO ST. AND NIMITZ HIGHWAY, GO NORTHWEST ON NIMITZ
 TU1372'HIGHWAY FOR 0.7 MILE.  TURN LEFT ON SAND ISLAND ACCESS ROAD AND GO
 TU1372'0.5 MILE.  TURN LEFT ON AUIKI ST. AND GO 0.1 MILE.  TURN RIGHT
 TU1372'INTO ENTRANCE OF STATE TILE COMPANY AND GO 0.1 MILE TO END OF
 TU1372'YARD.  TURN LEFT AND GO ABOUT 50 YARDS TO STATION.
 TU1372'
 TU1372'STATION MARK IS A BRONZE DISK, WITH NO PRE-CAST LETTERING ON IT,
 TU1372'BUT STAMPED TERR. OF HAWAII TRIG STA KALIHI RESET OCT 1945, SET
 TU1372'IN CONCRETE IN A 6-INCH IRON PIPE THAT PROJECTS 4 INCHES ABOVE
 TU1372'GROUND AND HAS AN 18-INCH-SQUARE, CONCRETE SHOULDER AROUND IT,
 TU1372'FLUSH WITH TOP OF PIPE.  THE MARK IS 4 INCHES BELOW TOP OF
 TU1372'PIPE.  A 7-INCH, IRON, HAND-HOLE COVER, WITH WATER EMBOSSED ON
 TU1372'IT, IS ON TOP OF THE PIPE.  THE MARK IS 46.2 FEET NORTH OF SOUTH
 TU1372'FENCE LINE, 21.4 FEET SOUTH-SOUTHWEST OF A FENCE-CORNER POST
 TU1372'WHERE AN EXTENSION OF THE YARD RUNS EASTWARD, AND 111.9
 TU1372'FEET WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 TU1372'EXTENSION.
 TU1372'
 TU1372'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALIHI NO 1
 TU1372'1928 1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 TU1372'FENCE CORNER POST, ABOUT 1 INCH ABOVE GROUND.
 TU1372'
 TU1372'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALIHI NO 2
 TU1372'1928 1963, SET IN THE TOP OF AN 11-INCH-SQUARE, CONCRETE
 TU1372'MONUMENT FLUSH WITH GROUND.  IT IS 1 FOOT NORTH OF THE SOUTH
 TU1372'FENCE LINE OF THE YARD AND 68 FEET WEST OF THE SOUTHEAST CORNER
 TU1372'OF THE YARD.
 TU1372
 TU1372                          STATION RECOVERY (1964)
 TU1372
 TU1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1372'STATION MARK AND REFERENCE MARK NUMBER TWO WERE RECOVERED IN
 TU1372'GOOD CONDITION.  REFERENCE MARK NUMBER ONE WAS FOUND DESTROYED.
 TU1372'
 TU1372'THE ARMY HAS TERMINATED THE LEASES OF SEVERAL SMALL INDUSTRIES ON
 TU1372'U.S. GOVERNMENT PROPERTY IN THE VICINITY AND PLANS TO USE
 TU1372'THE LAND.  WHEN STATE TILE COMPANY VACATED THE PROPERTY ON
 TU1372'WHICH THE STATION IS LOCATED THE REFERENCE MARK WAS DESTROYED BY
 TU1372'BULLDOZER DURING THE CLEANUP OF THE AREA.
 TU1372'
 TU1372'SINCE THE STATION IS LIABLE TO BE DESTROYED OR BADLY OBSTRUCTED
 TU1372'TO THE EXTENT OF USELESSNESS WHEN THE ARMY OCCUPIES THE PROPERTY,
 TU1372'A NEW STATION, KALIHI 2, WAS ESTABLISHED.  SEE DESCRIPTION FOR
 TU1372'THAT STATION.
 TU1372
 TU1372                          STATION RECOVERY (1999)
 TU1372
 TU1372'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2101 ***********************************************************************
 TU2101  DESIGNATION -  KALIU
 TU2101  PID         -  TU2101
 TU2101  STATE/COUNTY-  HI/HAWAII
 TU2101  USGS QUAD   -  PAHOA SOUTH (1994)
 TU2101
 TU2101                         *CURRENT SURVEY CONTROL
 TU2101  ___________________________________________________________________
 TU2101* NAD 83(1993)-  19 27 09.05292(N)    154 55 08.10496(W)     ADJUSTED  
 TU2101* LOCAL TIDAL -       326.2    (meters)    1070.     (feet)  VERT ANG  
 TU2101  ___________________________________________________________________
 TU2101  EPOCH DATE  -        1993.62
 TU2101  LAPLACE CORR-         -18.86  (seconds)                    DEFLEC99
 TU2101  GEOID HEIGHT-          14.58  (meters)                     GEOID03
 TU2101
 TU2101  HORZ ORDER  -  FIRST
 TU2101
 TU2101.The horizontal coordinates were established by classical geodetic methods
 TU2101.and adjusted by the National Geodetic Survey in December 1998..
 TU2101.The horizontal coordinates are valid at the epoch date displayed above.
 TU2101.The epoch date for horizontal control is a decimal equivalence
 TU2101.of Year/Month/Day.
 TU2101
 TU2101.The orthometric height was determined by vertical angle observations.
 TU2101
 TU2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2101
 TU2101.The geoid height was determined by GEOID03.
 TU2101
 TU2101;                    North         East     Units Scale Factor Converg.
 TU2101;SPC HI 1     -    68,640.290   561,014.784   MT  1.00001267   +0 11 36.7
 TU2101;UTM  05      - 2,152,022.131   298,556.793   MT  1.00010161   -0 38 21.4
 TU2101
 TU2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2101!SPC HI 1     -   0.99994643  x   1.00001267  =   0.99995910
 TU2101!UTM  05      -   0.99994643  x   1.00010161  =   1.00004804
 TU2101
 TU2101:                Primary Azimuth Mark                     Grid Az
 TU2101:SPC HI 1     -  CAPE KUMUKAHI LIGHTHOUSE                 057 52 47.8
 TU2101:UTM  05      -  CAPE KUMUKAHI LIGHTHOUSE                 058 42 45.9
 TU2101
 TU2101|---------------------------------------------------------------------|
 TU2101| PID    Reference Object                     Distance      Geod. Az  |
 TU2101|                                                           dddmmss.s |
 TU2101| TU2114 CAPE KUMUKAHI LIGHTHOUSE            APPROX.13.4 KM 0580424.5 |
 TU2101| CN5318 KALIU RM 1                            6.138 METERS 06757     |
 TU2101| CN5319 KALIU RM 2                            4.188 METERS 32504     |
 TU2101|---------------------------------------------------------------------|
 TU2101
 TU2101                          SUPERSEDED SURVEY CONTROL
 TU2101
 TU2101  NAD 83(1986)-  19 27 09.01421(N)    154 55 08.12998(W) AD(       ) 1
 TU2101  OLD HI      -  19 27 19.89025(N)    154 55 18.12307(W) AD(       ) 1
 TU2101
 TU2101.Superseded values are not recommended for survey control.
 TU2101.NGS no longer adjusts projects to the OLD HI datum.
 TU2101.See file dsdata.txt to determine how the superseded data were derived.
 TU2101
 TU2101_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9855752022(NAD 83)
 TU2101
 TU2101  HISTORY     - Date     Condition        Report By
 TU2101  HISTORY     - 1891     MONUMENTED       HIGS
 TU2101  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2101  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2101  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2101  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2101
 TU2101                          STATION DESCRIPTION
 TU2101
 TU2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2101'IN THE EASTERN PART OF HAWAII, SOUTHWEST OF CAPE KUMUKAHI, ON THE
 TU2101'SUMMIT OF KALIU HILL, WHICH IS 3 MILES INSHORE (NORTHWEST) FROM
 TU2101'KALEPA POINT.  HILL HAS GRASSY TOP AND WOODED SIDES.  STATION
 TU2101'IS AT HIGHEST POINT OF GRASSY AREA IN A RAISED SQUARE, APPARENTLY
 TU2101'A NATURAL FORMATION.  STATION REACHED BY PROCEEDING DOWN OLD
 TU2101'PLANTATION ROAD, TURNING TO THE LEFT AT A WATER SHED AND
 TU2101'TANKS.  THE ROAD JOINS THE KALAPANA-PAHOA ROAD 4 MILES OUT OF
 TU2101'PAHOA.  STATION MARKED BY A CROSS ON A STONE SET IN CONCRETE,
 TU2101'A FEW INCHES DOWN IN THE SOD.
 TU2101
 TU2101                          STATION RECOVERY (1967)
 TU2101
 TU2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2101'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2101'COMPLETE DESCRIPTION FOLLOWS--
 TU2101'
 TU2101'STATION IS LOCATED IN THE PUNA DISTRICT, ABOUT 3-1/2 MILES
 TU2101'SOUTHEAST OF PAHOA AND 3 MILES NORTHWEST OF OPIHIKAO VILLAGE, ON
 TU2101'THE SUMMIT OF PUU KALIU, A HEAVILY-TIMBERED HILL OF ABOUT 1071
 TU2101'FEET ELEVATION.  THE RAISED SQUARE MENTIONED IN OLD DESCRIPTIONS,
 TU2101'ON WHICH STATION SETS, IS NOT NOTICEABLE DUE TO THE DENSE FERN
 TU2101'AND BRUSH.
 TU2101'
 TU2101'TO REACH STATION FROM THE POST OFFICE IN PAHOA, GO EAST 0.4
 TU2101'MILE TO HIGHWAY JUNCTION.  TAKE RIGHT FORK AND GO SOUTH ON STATE
 TU2101'HIGHWAY 13 FOR 4.0 MILES.  TAKE PAVED SIDE ROAD LEFT, AT SIGN
 TU2101'OPIHIKAO, AND GO 1.25 MILES TO BUILDING ON RIGHT.  CONTINUE ON
 TU2101'MAIN ROAD, GOING LEFT, FOR 1.0 MILE.  TURN LEFT ON CINDER TRACK
 TU2101'ROAD AND GO UPGRADE 0.5 MILE.  TAKE RIGHT FORK, JUST BELOW
 TU2101'CINDER PIT, AND GO 0.3 MILE.  TAKE DIM RIGHT FORK AND GO 0.3
 TU2101'MILE TO OPEN AREA AND END OF TRUCK TRAVEL.  WALK NORTHEAST ON
 TU2101'TRAIL 50 YARDS, THEN GO LEFT, NORTHWEST, ON BRUSHY TRAIL
 TU2101'ABOUT 200 FEET.  HERE LEAVE TRAIL AND GO RIGHT, PICKING WAY
 TU2101'NORTHEAST UP THROUGH TIMBER AND BRUSH ABOUT 1/4-MILE TO TOP,
 TU2101'AND STATION.
 TU2101'
 TU2101'STATION MARK IS A FAINT, 1-INCH CROSS CHISELED IN THE TOP OF A
 TU2101'2 X 3-INCH OVAL ROCK SET IN CONCRETE.  A HAWAII TERRITORIAL
 TU2101'SURVEY, TYPE B-1 SIGNAL IS BUILT OVER THE MARK.  THE 6-FOOT-SQUARE,
 TU2101'CONCRETE PLATFORM PROJECTS 6 INCHES ABOVE GROUND AND THE STATION
 TU2101'MARK IS VISIBLE IN A 7 X 30-INCH DEPRESSION IN THE MIDDLE OF THE
 TU2101'PLATFORM.  A RED AND WHITE METAL TARGET EXTENDS 10 FEET ABOVE
 TU2101'THE PLATFORM.
 TU2101'
 TU2101'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALIU NO
 TU2101'1 1949, CEMENTED IN THE TOP OF A 2-1/2-INCH IRON PIPE THAT PROJECTS
 TU2101'3 INCHES.  IT IS AT ABOUT SAME ELEVATION AS STATION.
 TU2101'
 TU2101'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALIU
 TU2101'NO 2 1949, CEMENTED IN THE TOP OF A 2-1/2-INCH IRON PIPE THAT
 TU2101'PROJECTS 6 INCHES.  IT IS AT SAME ELEVATION AS STATION.  NOTE--A
 TU2101'DIFFERENCE OF .010 METER WAS NOTED IN DISTANCE TO STATION
 TU2101'MARK.  THE 1967 DISTANCE IS CORRECT.
 TU2101'
 TU2101'NOTE--STATION BECOMES COMPLETELY BLOCKED BY LARGE OHIA
 TU2101'TREES.  THE LINES WERE CLEARED TO HEIHEIAHULU, KALOLI 2,
 TU2101'HONUAULA, KAPOHO AND CAPE KUMUKAHI LIGHTHOUSE AT THIS TIME.
 TU2101
 TU2101                          STATION RECOVERY (1977)
 TU2101
 TU2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2101'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2101'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 TU2101'LONGER BY 0.007 METER AND THE DIRECTION WAS FOUND LARGER BY 01
 TU2101'MINUTE AND 51 SECONDS.  THE DISTANCE TO REFERENCE MARK 2 WAS
 TU2101'FOUND SHORTER BY 0.001 METER AND THE DIRECTION WAS FOUND SMALLER
 TU2101'BY 01 MINUTE AND 02 SECONDS.  THE 1967 RECOVERY NOTE IS GOOD
 TU2101'WITH THE EXCEPTION A NEW TO REACH FOLLOWS.
 TU2101'
 TU2101'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 TU2101'132 IN THE EAST EDGE OF PAHOA, GO SOUTH ON HIGHWAY 13 FOR 2.45
 TU2101'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A CINDER
 TU2101'ROAD FOR 0.6 MILE TO WHERE THE CINDER ROAD TURNS INTO A PAVED
 TU2101'ROAD.  CONTINUE EAST ON THE SURFACE ROAD FOR 0.8 MILE TO A TRACK
 TU2101'ROAD RIGHT, AT THE WEST EDGE OF A CINDER PIT JUST BEFORE
 TU2101'REACHING THE JUNCTION OF POMAIKAI ROAD.  TURN RIGHT AND GO SOUTH
 TU2101'ON THE TRACK ROAD FOR 0.05 MILE TO THE END OF TRUCK TRAVEL AND A
 TU2101'TRAIL THAT LEADS ALONG THE WEST EDGE OF THE PIT AND INTO THE WOODS
 TU2101'(THIS TRAIL IS ABOUT 60 FEET WEST OF THE EXTENDED CENTER LINE
 TU2101'OF POMAIKAI ROAD).  FROM HERE FOLLOW WELL MARKED TRAIL
 TU2101'SOUTH AND SOUTHEAST UPHILL TO THE SUMMIT AND THE STATION.
 TU2101'
 TU2101'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2101'
 TU2101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2101'3-1/2 MILES SOUTHEAST OF PAHOA.
 TU2101
 TU2101                          STATION RECOVERY (1978)
 TU2101
 TU2101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2101'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2101'CONDITION.
 TU2101'
 TU2101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2101'3-1/2 MILES SOUTHEAST OF PAHOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2298 ***********************************************************************
 TU2298  DESIGNATION -  KALOALOA RESET
 TU2298  PID         -  TU2298
 TU2298  STATE/COUNTY-  HI/HAWAII
 TU2298  USGS QUAD   -  PUA AKALA (1981)
 TU2298
 TU2298                         *CURRENT SURVEY CONTROL
 TU2298  ___________________________________________________________________
 TU2298* NAD 83(1993)-  19 48 49.15168(N)    155 20 00.55971(W)     ADJUSTED  
 TU2298* LOCAL TIDAL -      2023.4    (meters)    6638.     (feet)  VERT ANG  
 TU2298  ___________________________________________________________________
 TU2298  EPOCH DATE  -        1993.62
 TU2298  LAPLACE CORR-         -18.84  (seconds)                    DEFLEC99
 TU2298  GEOID HEIGHT-          24.30  (meters)                     GEOID03
 TU2298
 TU2298  HORZ ORDER  -  FIRST
 TU2298
 TU2298.The horizontal coordinates were established by classical geodetic methods
 TU2298.and adjusted by the National Geodetic Survey in December 1998..
 TU2298.The horizontal coordinates are valid at the epoch date displayed above.
 TU2298.The epoch date for horizontal control is a decimal equivalence
 TU2298.of Year/Month/Day.
 TU2298
 TU2298.The orthometric height was determined by vertical angle observations.
 TU2298
 TU2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2298
 TU2298.The geoid height was determined by GEOID03.
 TU2298
 TU2298;                    North         East     Units Scale Factor Converg.
 TU2298;SPC HI 1     -   108,522.454   517,444.762   MT  0.99997043   +0 03 23.2
 TU2298;UTM  05      - 2,192,548.239   255,566.515   MT  1.00033855   -0 47 28.9
 TU2298
 TU2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2298!SPC HI 1     -   0.99967822  x   0.99997043  =   0.99964866
 TU2298!UTM  05      -   0.99967822  x   1.00033855  =   1.00001666
 TU2298
 TU2298:                Primary Azimuth Mark                     Grid Az
 TU2298:SPC HI 1     -  AAHUWELA RESET                           224 48 49.1
 TU2298:UTM  05      -  AAHUWELA RESET                           225 39 41.2
 TU2298
 TU2298|---------------------------------------------------------------------|
 TU2298| PID    Reference Object                     Distance      Geod. Az  |
 TU2298|                                                           dddmmss.s |
 TU2298| TU2299 AAHUWELA RESET                      APPROX. 4.7 KM 2245212.3 |
 TU2298| CN5322 KALOALOA RM 3                         5.952 METERS 24411     |
 TU2298| CN5320 KALOALOA RM 1                       166.936 METERS 25642     |
 TU2298| CN5321 KALOALOA RM 2                         8.372 METERS 35250     |
 TU2298|---------------------------------------------------------------------|
 TU2298
 TU2298                          SUPERSEDED SURVEY CONTROL
 TU2298
 TU2298  NAD 83(1986)-  19 48 49.12979(N)    155 20 00.58349(W) AD(       ) 1
 TU2298  OLD HI      -  19 49 00.09200(N)    155 20 10.57000(W) AD(       ) 1
 TU2298
 TU2298.Superseded values are not recommended for survey control.
 TU2298.NGS no longer adjusts projects to the OLD HI datum.
 TU2298.See file dsdata.txt to determine how the superseded data were derived.
 TU2298
 TU2298_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5556792548(NAD 83)
 TU2298_MARKER: Z = SEE DESCRIPTION
 TU2298_SETTING: 0 = UNSPECIFIED SETTING
 TU2298
 TU2298  HISTORY     - Date     Condition        Report By
 TU2298  HISTORY     - 1949     MONUMENTED       HIGS
 TU2298  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2298  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2298
 TU2298                          STATION DESCRIPTION
 TU2298
 TU2298'DESCRIBED BY HAWAII GEODETIC SURVEY 1949 (CTH)
 TU2298'STATION IS LOCATED ABOUT 18 MILES, AIRLINE, WEST OF HILO, ON THE
 TU2298'EAST SLOPE OF MAUNA KEA, ON A LOW EAST AND WEST RIDGE IN PASTURE
 TU2298'LAND, ABOUT 200 YARDS SOUTHEAST OF A WIRE FENCE AND ABOUT 300
 TU2298'YARDS SOUTHEAST OF A GRADED ROAD AND DIRT TANK.
 TU2298'
 TU2298'ORIGINAL STATION WAS MARKED BY THE HAWAII GOVT. SURVEY IN 1879
 TU2298'BY A BURIED COPPER TRIANGLE WITH A MAMANE POST SET OVER
 TU2298'IT.  STATION RECOVERED IN 1949 WAS A SQUARE TOPPED CONCRETE BLOCK
 TU2298'WITH A GLASS BOTTLE NECK UP, SET IN CENTER OF BLOCK.  THIS WAS
 TU2298'REPLACED WITH A STANDARD STATION DISK SET AT EXACT LOCATION OF
 TU2298'BOTTLE NECK.  MARK IS SET IN A SQUARE TOPPED CONCRETE POST
 TU2298'PROJECTING 3 INCHES ABOVE THE GROUND.  STAMPED KALOALOA 1949.
 TU2298'
 TU2298'UNDERGROUND MARK IS A STANDARD STATION DISK SET IN CONCRETE 40
 TU2298'INCHES BELOW THE SURFACE.  STAMPED KALOALOA 1949.
 TU2298'
 TU2298'REFERENCE MARK NO.1 IS SET IN A LARGE LAVA BOULDER AT THE FENCE
 TU2298'LINE, PROJECTING ABOUT 5 FEET ABOVE THE GROUND.  A STANDARD DISK
 TU2298'STAMPED KALOALOA NO 1 1949.
 TU2298'
 TU2298'REFERENCE MARK NO.2 IS SET IN A SQUARE TOPPED CONCRETE POST
 TU2298'PROJECTING 5 INCHES ABOVE THE GROUND AND IS ONE FOOT BELOW THE
 TU2298'LEVEL OF THE STATION.  A STANDARD DISK STAMPED KALOALOA NO 2 1949.
 TU2298'
 TU2298'TO REACH FROM THE POST OFFICE AT HILO--GO WESTERLY ON SADDLE
 TU2298'ROAD TOWARD WAIMEA FOR 29.2 MILES.  TURN RIGHT, ONTO A GRADED ROAD,
 TU2298'AS PER SIGN HALEPOHAKU AND GO NORTHERLY PAST HUMUULA SHEEP
 TU2298'STATION FOR 2.2 MILES.  TAKE RIGHT FORK AND CONTINUE NORTHERLY
 TU2298'ON MAIN TRAVELED ROAD FOR 12.5 MILES TO A DIRT TANK ON
 TU2298'RIGHT.  FROM HERE STATION LIES ABOUT 300 YARDS SOUTHEAST AND
 TU2298'REFERENCE MARK NO. 1 IS PLAINLY VISIBLE.
 TU2298'
 TU2298'HEIGHT OF LIGHT ABOVE STATION MARK 1.219 METERS.
 TU2298
 TU2298                          STATION RECOVERY (1966)
 TU2298
 TU2298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2298'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2298'CONDITION.  BECAUSE OF THE EXTREME DISTANCE TO RM 1 A NEW
 TU2298'REFERENCE MARK WAS ESTABLISHED.  A SLIGHT DISCREPANCY WAS NOTED
 TU2298'IN THE DISTANCE TO RM 2 AND WAS DOUBLE-CHECKED IN THE FIELD.  THE
 TU2298'1966 DISTANCE IS CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2298'
 TU2298'STATION IS LOCATED ABOUT 18 MILES WEST-NORTHWEST OF HILO AND 11
 TU2298'MILES NORTHEAST OF HUMUULA SHEEP STATION, AT ABOUT 6640 FEET
 TU2298'ELEVATION, ON A RISE IN ROLLING PASTURELAND, 900 FEET EAST OF
 TU2298'KEANAKOLU ROAD.
 TU2298'
 TU2298'TO REACH STATION FROM THE POST OFFICE IN HILO, GO WEST ON
 TU2298'WAIANUENUE ST. AND THE SADDLE ROAD FOR 28.5 MILES TO SIGN
 TU2298'HUMUULA SHEEP STATION EST. 1876.  TURN RIGHT AND FOLLOW GRAVEL
 TU2298'ROAD NORTH 2.2 MILES, PASSING THE SHEEP STATION, TO A
 TU2298'FORK.  TAKE RIGHT FORK AND GO 12.2 MILES TO BOARD GATE AND SMALL
 TU2298'POND.  PASS THROUGH GATE AND CONTINUE FOR 0.2 MILE TO ANOTHER
 TU2298'SMALL POND ON RIGHT AND BOARD GATE AHEAD.  GO RIGHT, ALONG
 TU2298'FENCE, FOR 100 YARDS TO A BOARD GATE IN FENCE CORNER.  PASS
 TU2298'THROUGH GATE AND GO CROSS COUNTRY, KEEPING TO RIGHT OF ANOTHER
 TU2298'POND, FOR 0.1 MILE TO STATION ON RISE.
 TU2298'
 TU2298'STATION MARK IS A STANDARD DISK STAMPED KALOALOA 1949, SET IN
 TU2298'THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 TU2298'INCHES.  IT IS ABOUT 200 FEET SOUTH OF EAST END OF POND, 560
 TU2298'FEET EAST OF FENCE LINE, AND 575 FEET EAST-SOUTHEAST OF THE
 TU2298'BOARD GATE.
 TU2298'
 TU2298'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALOALOA
 TU2298'NO 1 1949, CEMENTED IN A DRILL HOLE IN THE TOP OF A PROMINENT,
 TU2298'LARGE ROCK ABOUT 8 FEET IN DIAMETER AND PROJECTING ABOUT 5 FEET
 TU2298'ABOVE GROUND.  IT IS 13.5 FEET EAST OF FENCE LINE, ON HIGH POINT
 TU2298'ABOVE POND AND IS 27.9 FEET HIGHER THAN STATION MARK.
 TU2298'
 TU2298'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALOALOA
 TU2298'NO 2 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE
 TU2298'MONUMENT THAT PROJECTS 5 INCHES.  IT IS ABOUT 2 FEET LOWER THAN
 TU2298'STATION MARK.
 TU2298'
 TU2298'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KALOALOA
 TU2298'HGS 1949 NO 3 1966, SET IN THE TOP OF A 10-INCH-DIAMETER,
 TU2298'CONCRETE AND STONE MONUMENT FLUSH WITH THE GROUND.  IT IS ABOUT
 TU2298'1 FOOT HIGHER THAN STATION MARK.
 TU2298'
 TU2298'NOTE--DISTANCE BETWEEN RM 2 AND RM3 IS 38.44 FEET.
 TU2298
 TU2298                          STATION RECOVERY (1977)
 TU2298
 TU2298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2298'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2298'CONDITION.  THE DIRECTIONS AND DISTANCES MEASURED ON THIS DATE
 TU2298'COMPARE FAVORABLY WITH THE 1967 MEASUREMENTS.  REFERENCE MARK 3
 TU2298'WAS FOUND TO DIFFER BY .006 METERS FROM THE 1967 DISTANCE.  THE
 TU2298'MEASUREMENTS ON THIS DATE DIFFERED BY A SMALL AMOUNT FROM THE
 TU2298'1949 MEASUREMENTS.  THE 1967 RECOVERY NOTE IS ADEQUATE WITH THE
 TU2298'ADDITION OF THE FOLLOWING NEW TO REACH DESCRIPTION.
 TU2298'
 TU2298'TO REACH THE STATION FROM THE HILO POST OFFICE, GO WEST ON
 TU2298'STATE HIGHWAY 20 FOR 27.7 MILES TO SIDE ROAD RIGHT.  TURN RIGHT
 TU2298'AND GO NORTH ALONG PAVED ROAD LEADING TO MAUNA KEA FOR 2.1 MILES
 TU2298'TO SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW DIRT ROAD 10.6 MILES
 TU2298'TO Y-RD, CONTINUE NORTH ALONG MAIN ROAD 1.35 MILES TO GATE,
 TU2298'CONTINUE THROUGH GATE AND GO 0.2 MILES TO WOODEN GATE.  TURN
 TU2298'RIGHT AND FOLLOW ALONG SOUTH SIDE OF FENCE 0.1 MILE TO GATE,
 TU2298'PASS THROUGH GATE AND CONTINUE EAST-SOUTHEAST 0.1 MILE TO TOP
 TU2298'OF RIDGE AND STATION SITE.
 TU2298'
 TU2298'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2124 ***********************************************************************
 TU2124  DESIGNATION -  KALOLI 1896
 TU2124  PID         -  TU2124
 TU2124  STATE/COUNTY-  HI/HAWAII
 TU2124  USGS QUAD   -  PAHOA NORTH (1997)
 TU2124
 TU2124                         *CURRENT SURVEY CONTROL
 TU2124  ___________________________________________________________________
 TU2124* NAD 83(1993)-  19 37 18.90083(N)    154 56 45.86145(W)     ADJUSTED  
 TU2124* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU2124  ___________________________________________________________________
 TU2124  EPOCH DATE  -        1993.62
 TU2124  LAPLACE CORR-         -17.87  (seconds)                    DEFLEC99
 TU2124  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU2124
 TU2124  HORZ ORDER  -  SECOND
 TU2124
 TU2124.The horizontal coordinates were established by classical geodetic methods
 TU2124.and adjusted by the National Geodetic Survey in December 1998..
 TU2124.The horizontal coordinates are valid at the epoch date displayed above.
 TU2124.The epoch date for horizontal control is a decimal equivalence
 TU2124.of Year/Month/Day.
 TU2124
 TU2124.The orthometric height was scaled from a topographic map.
 TU2124
 TU2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2124
 TU2124.The geoid height was determined by GEOID03.
 TU2124
 TU2124;                    North         East     Units Scale Factor Converg.
 TU2124;SPC HI 1     -    87,383.525   558,102.796   MT  1.00000838   +0 11 09.7
 TU2124;UTM  05      - 2,170,807.706   295,918.419   MT  1.00011483   -0 39 13.5
 TU2124
 TU2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2124!SPC HI 1     -   0.99999631  x   1.00000838  =   1.00000469
 TU2124!UTM  05      -   0.99999631  x   1.00011483  =   1.00011114
 TU2124
 TU2124                          SUPERSEDED SURVEY CONTROL
 TU2124
 TU2124  NAD 83(1986)-  19 37 18.86470(N)    154 56 45.88530(W) AD(       ) 2
 TU2124  OLD HI      -  19 37 29.77500(N)    154 56 55.85300(W) AD(       ) 2
 TU2124
 TU2124.Superseded values are not recommended for survey control.
 TU2124.NGS no longer adjusts projects to the OLD HI datum.
 TU2124.See file dsdata.txt to determine how the superseded data were derived.
 TU2124
 TU2124_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9591870808(NAD 83)
 TU2124
 TU2124  HISTORY     - Date     Condition        Report By
 TU2124  HISTORY     - 1896     MONUMENTED       CGS
 TU2124  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2124  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2124  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2124  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2124
 TU2124                          STATION DESCRIPTION
 TU2124
 TU2124'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2124'ON EASTERN COAST OF HAWAII, PUNA DISTRICT, BETWEEN HILO AND CAPE
 TU2124'KUMUKAHI, ON THE OUTERMOST POINT OF KALOLI POINT, A LOW FLAT
 TU2124'ROUNDED POINT.  ORIGINALLY MARKED BY AN IRON BOLT LET INTO THE
 TU2124'ROCK.  THIS WAS REPLACED WITH A SURVEY TABLET, AND AN IRREGULAR
 TU2124'SHAPED CAIRN PLACED OVER STATION.
 TU2124
 TU2124                          STATION RECOVERY (1949)
 TU2124
 TU2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2124'STATION WAS RECOVERED AS DESCRIBED AND FOUND IN POOR CONDITION.  IT
 TU2124'IS IN DANGER OF BEING WASHED AWAY BY THE WAVES AND IS TOO NEAR THE
 TU2124'CLIFF EDGE TO BE OCCUPIED AT THIS TIME.  STATION KALOLI 2 WAS
 TU2124'ESTABLISHED TO REPLACE THIS STATION.  IT IS 20.454 METERS, 63
 TU2124'DEG 07 MIN IN AZIMUTH.
 TU2124'
 TU2124'OLD DESCRIPTION FOLLOWS.  ON EASTERN COAST OF HAWAII, PUNA
 TU2124'DISTRICT, BETWEEN HILO AND CAPE KUMUKAHI, ON THE OUTERMOST POINT OF
 TU2124'KALOLI POINT, A FLAT ROUNDED POINT.  ORIGINALLY MARKED BY AN IRON
 TU2124'BOLT LET INTO THE ROCK.  THIS WAS REPLACED WITH A SURVEY TABLET,
 TU2124'AND AN IRREGULAR SHAPED CAIRN PLACED OVER THE STATION.
 TU2124
 TU2124                          STATION RECOVERY (1958)
 TU2124
 TU2124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2124'STATION WAS NOT RECOVERED.  THE C AND GS SURVEY IN 1949 STATED THAT
 TU2124'THIS STATION WAS LIKELY TO FALL INTO THE SEA AND AT THAT TIME A
 TU2124'NEW STATION KALOLI 2 WAS ESTABLISHED.  WE TURNED AZIMUTH AND TAPED
 TU2124'DISTANCE AND FOUND ALL ROCKS IN THAT AREA TO HAVE FALLEN INTO THE
 TU2124'SEA.  A THOROUGH SEARCH WAS MADE FOR THIS MONUMENT AND NO
 TU2124'EVIDENCE WAS FOUND EXCEPT SOME ANCHOR SPIKES THAT MAY HAVE BEEN
 TU2124'USED FOR TIE DOWNS FOR SIGNALS.
 TU2124
 TU2124                          STATION RECOVERY (1966)
 TU2124
 TU2124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2124'STATION HAS BEEN DESTROYED BY THE WEARING AWAY OF THE SOFT
 TU2124'LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2125 ***********************************************************************
 TU2125  DESIGNATION -  KALOLI 2
 TU2125  PID         -  TU2125
 TU2125  STATE/COUNTY-  HI/HAWAII
 TU2125  USGS QUAD   -  PAHOA NORTH (1997)
 TU2125
 TU2125                         *CURRENT SURVEY CONTROL
 TU2125  ___________________________________________________________________
 TU2125* NAD 83(1993)-  19 37 18.59950(N)    154 56 46.48727(W)     ADJUSTED  
 TU2125* LOCAL TIDAL -         7.8    (meters)      26.     (feet)  VERT ANG  
 TU2125  ___________________________________________________________________
 TU2125  EPOCH DATE  -        1993.62
 TU2125  LAPLACE CORR-         -17.86  (seconds)                    DEFLEC99
 TU2125  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU2125
 TU2125  HORZ ORDER  -  FIRST
 TU2125
 TU2125.The horizontal coordinates were established by classical geodetic methods
 TU2125.and adjusted by the National Geodetic Survey in December 1998..
 TU2125.The horizontal coordinates are valid at the epoch date displayed above.
 TU2125.The epoch date for horizontal control is a decimal equivalence
 TU2125.of Year/Month/Day.
 TU2125
 TU2125.The orthometric height was determined by vertical angle observations.
 TU2125
 TU2125.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2125
 TU2125.The geoid height was determined by GEOID03.
 TU2125
 TU2125;                    North         East     Units Scale Factor Converg.
 TU2125;SPC HI 1     -    87,374.199   558,084.591   MT  1.00000835   +0 11 09.5
 TU2125;UTM  05      - 2,170,798.647   295,900.077   MT  1.00011492   -0 39 13.7
 TU2125
 TU2125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2125!SPC HI 1     -   0.99999634  x   1.00000835  =   1.00000469
 TU2125!UTM  05      -   0.99999634  x   1.00011492  =   1.00011126
 TU2125
 TU2125|---------------------------------------------------------------------|
 TU2125| PID    Reference Object                     Distance      Geod. Az  |
 TU2125|                                                           dddmmss.s |
 TU2125| CN5323 KALOLI 2 RM 1                         9.872 METERS 00318     |
 TU2125| TU2124 KALOLI 1896                          20.454 METERS 06304     |
 TU2125| TU2114 CAPE KUMUKAHI LIGHTHOUSE            APPROX.18.4 KM 1292402.3 |
 TU2125| CN5324 KALOLI 2 RM 2                         9.597 METERS 26845     |
 TU2125| TU2230 OLAA SUGAR CO STACK                 APPROX. 8.9 KM 2763342.7 |
 TU2125| TU2189 OLAA SUGAR CO WATER TANK            APPROX. 9.1 KM 2763748.3 |
 TU2125|---------------------------------------------------------------------|
 TU2125
 TU2125                          SUPERSEDED SURVEY CONTROL
 TU2125
 TU2125  NAD 83(1986)-  19 37 18.56339(N)    154 56 46.51113(W) AD(       ) 1
 TU2125  OLD HI      -  19 37 29.47400(N)    154 56 56.47900(W) AD(       ) 1
 TU2125
 TU2125.Superseded values are not recommended for survey control.
 TU2125.NGS no longer adjusts projects to the OLD HI datum.
 TU2125.See file dsdata.txt to determine how the superseded data were derived.
 TU2125
 TU2125_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9590070799(NAD 83)
 TU2125_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2125_SETTING: 66 = SET IN ROCK OUTCROP
 TU2125
 TU2125  HISTORY     - Date     Condition        Report By
 TU2125  HISTORY     - 1949     MONUMENTED       CGS
 TU2125  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2125  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2125  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2125
 TU2125                          STATION DESCRIPTION
 TU2125
 TU2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2125'LOCATED ON THE EASTERN COAST OF HAWAII, PUNA DISTRICT, ABOUT 12
 TU2125'MILES, AIRLINE, EAST OF HILO AND ABOUT 7 MILES, AIRLINE NORTHEAST
 TU2125'OF OLAA, BETWEEN HILO AND CAPE KUMUKAHI ON THE OUTMOST POINT
 TU2125'OF KALOLI POINT, A LOW FLAT ROUNDED POINT.
 TU2125'
 TU2125'STATION IS ABOUT 0.15 MILES NORTHEAST OF A LARGE WHITE WOODEN
 TU2125'ARMY TARGET AND ABOUT 70 FEET WEST OF THE SHORE LINE.  A STANDARD
 TU2125'DISK SET IN DRILL HOLE IN SMOOTH LAVA FLOW, STAMPED KALOLI 2 1949.
 TU2125'
 TU2125'REFERENCE MARK NO.1 IS NORTH OF THE STATION.  A STANDARD DISK
 TU2125'SET IN DRILL HOLE IN LAVA FLOW, STAMPED KALOLI 2 NO 1 1949.
 TU2125'
 TU2125'REFERENCE MARK NO.2 IS WEST OF THE STATION.  A STANDARD DISK
 TU2125'SET IN DRILL HOLE IN LAVA FLOW, STAMPED KALOLI2NO 2 1949.
 TU2125'
 TU2125'THIS STATION WAS ESTABLISHED TO REPLACE KALOLI H.G.S. WHICH
 TU2125'IS TOO NEAR THE CLIFF EDGE TO BE OCCUPIED AND IS IN DANGER OF
 TU2125'BEING WASHED AWAY IN THE NEAR FUTURE.
 TU2125'
 TU2125'TO REACH FROM THE POST OFFICE AT OLAA--GO NORTHEAST AND EAST ON
 TU2125'MAIN GRADED ROAD FOR 2.8 MILES, CROSS CATTLE GUARD AND CONTINUE
 TU2125'EASTERLY FOR 0.8 MILES, TURN RIGHT AND GO SOUTH AND SOUTHWEST
 TU2125'FOR 0.4 MILES TO THE SHIPMAN RANCH HOUSE AND END OF TRUCK
 TU2125'TRAVEL.  FROM HERE PACK SOUTHEASTERLY ALONG THE BEACH FOR ABOUT
 TU2125'3.5 MILES TO KALOLI POINT AND STATION.
 TU2125'
 TU2125'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 TU2125
 TU2125                          STATION RECOVERY (1966)
 TU2125
 TU2125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2125'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  IT
 TU2125'IS NOW POSSIBLE TO DRIVE TO STATION.  A COMPLETE DESCRIPTION
 TU2125'FOLLOWS--
 TU2125'
 TU2125'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF HILO AND 7 MILES
 TU2125'EAST OF OLAA, ON KALOLI POINT, ON THE SMOOTH, BLACK LAVA AREA
 TU2125'NEAR SEA, ABOUT 330 FEET NORTHWEST OF 2 CONSPICUOUS IRONWOOD
 TU2125'TREES IN THE OTHERWISE OPEN AREA.
 TU2125'
 TU2125'TO REACH STATION FROM THE POST OFFICE IN OLAA, GO NORTHEAST
 TU2125'ON THE MAIN STREET FOR 0.1 MILE TO CROSSROAD.  TURN RIGHT AND
 TU2125'GO SOUTHEAST ON STATE HIGHWAY 13 FOR 5.7 MILES.  TURN LEFT AND
 TU2125'GO NORTHEAST ON PARADISE AVE. FOR 4.4 MILES TO CROSSROAD.
 TU2125'CONTINUE AHEAD (THE ROAD SOON BEARS LEFT AND FOLLOWS COAST) FOR
 TU2125'1.0 MILE TO GREEN CABIN ON LEFT.  CONTINUE AHEAD FOR 0.1 MILE.
 TU2125'TAKE T-ROAD LEFT AND GO 0.1 MILE TO CROSSROAD.  CONTINUE
 TU2125'AHEAD FOR 0.1 MILE TO CROSSROAD.  TURN RIGHT AND GO 0.1 MILE
 TU2125'TO END OF BLADED CINDER ROAD.  PICK WAY NORTHEAST ACROSS
 TU2125'GRASSY LAVA AREA FOR 0.2 MILE TO STATION.
 TU2125'
 TU2125'STATION MARK IS A STANDARD DISK STAMPED KALOLI 2 1949, CEMENTED
 TU2125'IN A DRILL HOLE IN LAVA BEDROCK 70 FEET SOUTHWEST OF WATERS
 TU2125'EDGE AND 70 FEET WEST-SOUTHWEST OF A PROMINENT, SMALL LAVA RIDGE,
 TU2125'OR RISE, ABOUT 6 FEET HIGH, AT WATERS EDGE, WHICH IS THE ONLY
 TU2125'HIGH POINT IN THE VICINITY.
 TU2125'
 TU2125'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KALOLI
 TU2125'2 NO 1 1949, CEMENTED IN A DRILL HOLE IN SMOOTH FLAT LAVA
 TU2125'BEDROCK AREA, 40 FEET SOUTHWEST OF WATER EDGE AND AT SAME
 TU2125'ELEVATION MARK.
 TU2125'
 TU2125'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KALOLI 2
 TU2125'NO 2 1949, CEMENTED IN A DRILL HOLE IN A SMOOTH OUTCROP AT EDGE
 TU2125'OF JUMBLED ROCK AREA AND AT ABOUT SAME ELEVATION AS STATION MARK.
 TU2125
 TU2125                          STATION RECOVERY (1977)
 TU2125
 TU2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2125'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2125'GOOD CONDITION.  THE DIRECTIONS AND DISTANCES TO THE REFERENCE
 TU2125'MARKS MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE 1949
 TU2125'AND 1966 MEASUREMENTS.  THE 1966 RECOVERY NOTE IS ADEQUATE EXCEPT
 TU2125'THE TOWN OF OLAA IN THE TO REACH DESCRIPTION IS NOW KEAAU.
 TU2125'
 TU2125'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2125'
 TU2125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2125'7 MILES EAST OF KEAAU.
 TU2125
 TU2125                          STATION RECOVERY (1978)
 TU2125
 TU2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2125'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2125'CONDITION.  A JEEP WAS DRIVEN TO THE STATION SITE.
 TU2125'
 TU2125'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2125'7 MILES NORTHEAST OF OLAA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2027 ***********************************************************************
 TU2027  DESIGNATION -  KALOLO
 TU2027  PID         -  TU2027
 TU2027  STATE/COUNTY-  HI/KAUAI
 TU2027  USGS QUAD   -  MAKAHA POINT (1983)
 TU2027
 TU2027                         *CURRENT SURVEY CONTROL
 TU2027  ___________________________________________________________________
 TU2027* NAD 83(1993)-  22 05 13.94288(N)    159 45 16.42612(W)     ADJUSTED  
 TU2027* LOCAL TIDAL -        14.     (meters)      46.     (feet)  SCALED    
 TU2027  ___________________________________________________________________
 TU2027  EPOCH DATE  -        1993.62
 TU2027  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 TU2027  GEOID HEIGHT-          16.19  (meters)                     GEOID03
 TU2027
 TU2027  HORZ ORDER  -  THIRD
 TU2027
 TU2027.The horizontal coordinates were established by classical geodetic methods
 TU2027.and adjusted by the National Geodetic Survey in December 1998..
 TU2027.The horizontal coordinates are valid at the epoch date displayed above.
 TU2027.The epoch date for horizontal control is a decimal equivalence
 TU2027.of Year/Month/Day.
 TU2027
 TU2027.The orthometric height was scaled from a topographic map.
 TU2027
 TU2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2027
 TU2027.The geoid height was determined by GEOID03.
 TU2027
 TU2027;                    North         East     Units Scale Factor Converg.
 TU2027;SPC HI 4     -    28,132.956   473,729.599   MT  0.99999852   -0 05 44.6
 TU2027;UTM  04      - 2,442,672.271   422,159.474   MT  0.99967486   -0 17 01.5
 TU2027
 TU2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2027!SPC HI 4     -   0.99999525  x   0.99999852  =   0.99999377
 TU2027!UTM  04      -   0.99999525  x   0.99967486  =   0.99967012
 TU2027
 TU2027|---------------------------------------------------------------------|
 TU2027| PID    Reference Object                     Distance      Geod. Az  |
 TU2027|                                                           dddmmss.s |
 TU2027| CJ9551 KALOLO RM 1                           8.752 METERS 03129     |
 TU2027|---------------------------------------------------------------------|
 TU2027
 TU2027                          SUPERSEDED SURVEY CONTROL
 TU2027
 TU2027  NAD 83(1986)-  22 05 13.90931(N)    159 45 16.45174(W) AD(       ) 3
 TU2027  OLD HI      -  22 05 25.20300(N)    159 45 26.50000(W) AD(       ) 3
 TU2027
 TU2027.Superseded values are not recommended for survey control.
 TU2027.NGS no longer adjusts projects to the OLD HI datum.
 TU2027.See file dsdata.txt to determine how the superseded data were derived.
 TU2027
 TU2027_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2215942672(NAD 83)
 TU2027
 TU2027  HISTORY     - Date     Condition        Report By
 TU2027  HISTORY     - 1927     MONUMENTED       CGS
 TU2027  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2027
 TU2027                          STATION DESCRIPTION
 TU2027
 TU2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2027'ON WESTERN COAST OF KAUAI, ON A DUNE OF THE LAPA DUNES.  IT IS
 TU2027'REACHED BY FOLLOWING THE ROAD PAST THE BARKING SANDS, NORTHEAST
 TU2027'THROUGH THE PASTURE LANDS AND CANE FIELDS AS FAR AS IT
 TU2027'GOES.  STATION IS ABOUT 50 METERS FROM THIS ROAD.  IT IS MARKED
 TU2027'BY A 2-INCH PIPE SET IN A MASS OF CONCRETE AND ROCKS.  A
 TU2027'REFERENCE MARK, NOTE 11C, STANDARD REFERENCE DISK IN CONCRETE
 TU2027'MASS, WAS SET 8.752 METERS (28.71 FEET) FROM STATION IN AZIMUTH
 TU2027'211 DEG 29 MIN.
 TU2027
 TU2027                          STATION RECOVERY (1966)
 TU2027
 TU2027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2027'STATION WAS SEARCHED FOR BUT NOT FOUND.  A TRIAL POINT WAS
 TU2027'ESTABLISHED IN THE VICINITY AND THE STATION LOCATION DETERMINED
 TU2027'BY INVERSE FROM THIS.  SOME BROKEN PIECES OF A STONE AND
 TU2027'CONCRETE MONUMENT WERE FOUND AND ALSO A PIECE OF CEMENT BEARING
 TU2027'THE IMPRINT OF PART OF A DISK.  IT IS BELIEVED THAT THE STATION
 TU2027'IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2506 ***********************************************************************
 TU2506  DESIGNATION -  KALUA O LAPAUWILA 1884
 TU2506  PID         -  TU2506
 TU2506  STATE/COUNTY-  HI/HAWAII
 TU2506  USGS QUAD   -  KAULUOA POINT (1996)
 TU2506
 TU2506                         *CURRENT SURVEY CONTROL
 TU2506  ___________________________________________________________________
 TU2506* NAD 83(1993)-  19 18 02.91339(N)    155 53 20.29539(W)     ADJUSTED  
 TU2506* LOCAL TIDAL -        27.     (meters)      89.     (feet)  SCALED    
 TU2506  ___________________________________________________________________
 TU2506  EPOCH DATE  -        1993.62
 TU2506  LAPLACE CORR-          25.90  (seconds)                    DEFLEC99
 TU2506  GEOID HEIGHT-          19.25  (meters)                     GEOID03
 TU2506
 TU2506  HORZ ORDER  -  THIRD
 TU2506
 TU2506.The horizontal coordinates were established by classical geodetic methods
 TU2506.and adjusted by the National Geodetic Survey in December 1998..
 TU2506.The horizontal coordinates are valid at the epoch date displayed above.
 TU2506.The epoch date for horizontal control is a decimal equivalence
 TU2506.of Year/Month/Day.
 TU2506
 TU2506.The orthometric height was scaled from a topographic map.
 TU2506
 TU2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2506
 TU2506.The geoid height was determined by GEOID03.
 TU2506
 TU2506;                    North         East     Units Scale Factor Converg.
 TU2506;SPC HI 1     -    51,790.399   459,119.740   MT  0.99998732   -0 07 42.8
 TU2506;UTM  05      - 2,136,643.392   196,385.442   MT  1.00073963   -0 57 20.2
 TU2506
 TU2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2506!SPC HI 1     -   0.99999273  x   0.99998732  =   0.99998005
 TU2506!UTM  05      -   0.99999273  x   1.00073963  =   1.00073235
 TU2506
 TU2506:                Primary Azimuth Mark                     Grid Az
 TU2506:SPC HI 1     -  LAE LOA RESET                            348 20 58.1
 TU2506:UTM  05      -  LAE LOA RESET                            349 10 35.5
 TU2506
 TU2506|---------------------------------------------------------------------|
 TU2506| PID    Reference Object                     Distance      Geod. Az  |
 TU2506|                                                           dddmmss.s |
 TU2506| TU2530 LAE LOA RESET                       APPROX.11.0 KM 3481315.3 |
 TU2506| TU2520 KALAMA UMI                          APPROX.20.7 KM 3581138.8 |
 TU2506|---------------------------------------------------------------------|
 TU2506
 TU2506                          SUPERSEDED SURVEY CONTROL
 TU2506
 TU2506  NAD 83(1986)-  19 18 02.90966(N)    155 53 20.33602(W) AD(       ) 3
 TU2506  OLD HI      -  19 18 14.74000(N)    155 53 29.78300(W) AD(       ) 3
 TU2506
 TU2506.Superseded values are not recommended for survey control.
 TU2506.NGS no longer adjusts projects to the OLD HI datum.
 TU2506.See file dsdata.txt to determine how the superseded data were derived.
 TU2506
 TU2506_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9638536643(NAD 83)
 TU2506
 TU2506  HISTORY     - Date     Condition        Report By
 TU2506  HISTORY     - 1884     MONUMENTED       CGS
 TU2506  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2506  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2506
 TU2506                          STATION DESCRIPTION
 TU2506
 TU2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2506'ON WESTERN COAST OF HAWAII, KONA DISTRICT, ON THE RIM OF THE
 TU2506'CRATER WHICH IS DIRECTLY ON THE COAST 5-1/2 MILES SOUTH OF
 TU2506'HOOKENA.  NO OTHER FORMATION ALONG THE COAST SIMILAR TO THIS
 TU2506'EXCEPT AT PUU OHAU, MANY MILES TO THE NORTH.  IT SHOWS UP AS A
 TU2506'CRESCENT, STEEP-SIDED, AND OPEN TOWARD THE SEA.  THE ORIGINAL
 TU2506'STATION MARK, AN IRON BOLT, WAS NOT FOUND IN 1913, APPARENTLY
 TU2506'HAVING BEEN DESTROYED BY A SLIDE.  THERE WAS RECOVERED A STONE
 TU2506'MARKED WITH DRILL HOLE AND TRIANGLE SET IN THE CINDERS VERY
 TU2506'CLOSE TO A RECENT SLIDE.  THE POSITION OF THIS STONE CHECKED OUT
 TU2506'WITH THAT OF THE TRIANGULATION STATION AS CLOSELY AS PLANE
 TU2506'TABLE TESTS WOULD PERMIT, SHOWING IT TO BE OF SUFFICIENT
 TU2506'ACCURACY FOR TOPOGRAPHIC AND HYDROGRAPHIC WORK, BUT NOT
 TU2506'FOR TRIANGULATION.
 TU2506
 TU2506                          STATION RECOVERY (1968)
 TU2506
 TU2506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2506'STATION WAS RECOVERED, HOWEVER, NO CHECK WAS MADE ON ITS
 TU2506'POSITION.  LOCATED ABOUT 8 MILES NORTH OF MILOLII AND 5-1/2 MILES
 TU2506'SOUTH OF HOOKENA, NEAR SEA, AT AUAU POINT, ON THE NORTHWEST RIM
 TU2506'OF AN OLD CRATER, AND ABOUT 1 MILE SOUTH OF A MACADAM ROAD COMING
 TU2506'DOWN FROM THE HIGHWAY.
 TU2506'
 TU2506'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH ON
 TU2506'STATE HIGHWAY 11 FOR 8.6 MILES TO THE MIDDLE LAVA FLOW OF
 TU2506'1950.  CONTINUE ON THE HIGHWAY FOR 0.5 MILE TO A MACADAM SIDE
 TU2506'ROAD RIGHT, AT POWER POLE NO. 93.  TURN RIGHT AND GO DOWN STEEP
 TU2506'ROAD FOR 1.2 MILES TO END OF ROAD AT SEA.  PACK SOUTH ALONG COAST
 TU2506'FOR ABOUT 1 MILE TO STATION ON NORTHWEST RIM OF THE CRATER.
 TU2506'
 TU2506'STATION IS MARKED BY A 1-INCH-SQUARE HOLE IN THE CENTER OF A
 TU2506'6-INCH CHISELED TRIANGLE IN THE CENTER OF A SMOOTH, OVAL-SHAPED,
 TU2506'1 X 2-FOOT STONE PROJECTING 2 INCHES FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3327 ***********************************************************************
 TU3327  DESIGNATION -  KALUAAHA 1925
 TU3327  PID         -  TU3327
 TU3327  STATE/COUNTY-  HI/MAUI
 TU3327  USGS QUAD   -  
 TU3327
 TU3327                         *CURRENT SURVEY CONTROL
 TU3327  ___________________________________________________________________
 TU3327* NAD 83(1993)-  21 05 02.73807(N)    156 49 37.47548(W)     ADJUSTED  
 TU3327* LOCAL TIDAL -       549.     (meters)    1801.     (feet)  SCALED    
 TU3327  ___________________________________________________________________
 TU3327  EPOCH DATE  -        1993.62
 TU3327  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 TU3327  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3327
 TU3327  HORZ ORDER  -  THIRD
 TU3327
 TU3327.The horizontal coordinates were established by classical geodetic methods
 TU3327.and adjusted by the National Geodetic Survey in December 1998..
 TU3327.The horizontal coordinates are valid at the epoch date displayed above.
 TU3327.The epoch date for horizontal control is a decimal equivalence
 TU3327.of Year/Month/Day.
 TU3327
 TU3327.The orthometric height was scaled from a topographic map.
 TU3327
 TU3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3327
 TU3327.The geoid height was determined by GEOID03.
 TU3327
 TU3327;                    North         East     Units Scale Factor Converg.
 TU3327;SPC HI 2     -    83,124.785   483,332.022   MT  0.99997010   -0 03 27.7
 TU3327;UTM  04      - 2,332,994.999   725,743.010   MT  1.00022979   +0 46 55.3
 TU3327
 TU3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3327!SPC HI 2     -   0.99991122  x   0.99997010  =   0.99988132
 TU3327!UTM  04      -   0.99991122  x   1.00022979  =   1.00014099
 TU3327
 TU3327:                Primary Azimuth Mark                     Grid Az
 TU3327:SPC HI 2     -  AHAINO 1889                              069 35 19.6
 TU3327:UTM  04      -  AHAINO 1889                              068 44 56.6
 TU3327
 TU3327|---------------------------------------------------------------------|
 TU3327| PID    Reference Object                     Distance      Geod. Az  |
 TU3327|                                                           dddmmss.s |
 TU3327| TU3320 AHAINO 1889                         APPROX. 3.2 KM 0693151.9 |
 TU3327|---------------------------------------------------------------------|
 TU3327
 TU3327                          SUPERSEDED SURVEY CONTROL
 TU3327
 TU3327  NAD 83(1986)-  21 05 02.69230(N)    156 49 37.42458(W) AD(       ) 3
 TU3327  OLD HI      -  21 05 14.13800(N)    156 49 47.49500(W) AD(       ) 3
 TU3327
 TU3327.Superseded values are not recommended for survey control.
 TU3327.NGS no longer adjusts projects to the OLD HI datum.
 TU3327.See file dsdata.txt to determine how the superseded data were derived.
 TU3327
 TU3327_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2574332995(NAD 83)
 TU3327
 TU3327  HISTORY     - Date     Condition        Report By
 TU3327  HISTORY     - 1925     MONUMENTED       CGS
 TU3327  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3327  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3327
 TU3327                          STATION DESCRIPTION
 TU3327
 TU3327'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JMD)
 TU3327'PORTION OF THE ORIGINAL RED WOOD POST WAS FOUND, ALSO THE ORIGINAL
 TU3327'REFERENCE MARKS.  BRASS TRIANGLE WAS NOT FOUND.
 TU3327'
 TU3327'STATION WAS REMARKED WITH A HAWAII TERRITORY SURVEY STANDARD DISK
 TU3327'SET IN A 4-IN. CAST-IRON PIPE WHICH WAS EMBEDDED IN AN 18-IN. SQUARE
 TU3327'(AT THE TOP) CONCRETE MONUMENT OF 3 FT. IN THE GROUND.
 TU3327'
 TU3327'THE STATION IS IN A BIG PATCH OF ULUHI FERN ABOUT 6400 FT. MAUKA
 TU3327'OF THE KALUAAHA PROTESTANT CHURCH.
 TU3327
 TU3327                          STATION RECOVERY (1962)
 TU3327
 TU3327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3327'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 TU3327'COMPLETE DESCRIPTION FOLLOWS--
 TU3327'
 TU3327'STATION IS LOCATED, AIRLINE, ABOUT 12-1/2 MILES EAST OF
 TU3327'KAUNAKAKAI, 2-1/2 MILES WEST-NORTHWEST OF KUPEKE FISHPOND, AND
 TU3327'1-1/4 MILES NORTH-NORTHWEST OF THE KALUAAHA CHURCH, AT AN
 TU3327'ELEVATION OF ABOUT 1800 FEET ON THE SLOPE OF A NARROW RIDGE THAT
 TU3327'LIES BETWEEN KALUAAHA GULCH AND KALONA GULCH.
 TU3327'
 TU3327'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3327'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY
 TU3327'45 FOR 15.4 MILES TO THE KALUAAHA CHURCH ON THE LEFT, A LARGE RED
 TU3327'BUILDING WITH HIGH SPIRE.  FROM HERE PACK NORTHERLY UP STEEP,
 TU3327'NARROW RIDGE FOR ABOUT 1-1/4 MILES TO STATION 30 YARDS BEFORE
 TU3327'REACHING MORE DENSE BRUSH AND FERNS.
 TU3327'
 TU3327'THE STATION MARK IS A HAWAII TERRITORIAL SURVEY BRONZE DISK,
 TU3327'UMSTAMPED, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU3327'ABOUT 10 INCHES ABOVE GROUND.  THE CONCRETE, ON TWO SIDES OF THE
 TU3327'MONUMENT, EXTENDS UPWARD ABOUT 1 FOOT ABOVE THE MARK, SUPPORTING
 TU3327'A LARGE METAL CYLINDER TARGET THAT PROJECTS ABOUT 7 FEET ABOVE
 TU3327'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3326 ***********************************************************************
 TU3326  DESIGNATION -  KALUAAHA CHURCH
 TU3326  PID         -  TU3326
 TU3326  STATE/COUNTY-  HI/MAUI
 TU3326  USGS QUAD   -  
 TU3326
 TU3326                         *CURRENT SURVEY CONTROL
 TU3326  ___________________________________________________________________
 TU3326* NAD 83(1993)-  21 04 02.66384(N)    156 49 13.36016(W)     ADJUSTED  
 TU3326* LOCAL TIDAL -                                                        
 TU3326  ___________________________________________________________________
 TU3326  EPOCH DATE  -        1993.62
 TU3326  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 TU3326  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU3326
 TU3326  HORZ ORDER  -  THIRD
 TU3326
 TU3326.The horizontal coordinates were established by classical geodetic methods
 TU3326.and adjusted by the National Geodetic Survey in December 1998..
 TU3326.The horizontal coordinates are valid at the epoch date displayed above.
 TU3326.The epoch date for horizontal control is a decimal equivalence
 TU3326.of Year/Month/Day.
 TU3326
 TU3326
 TU3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3326
 TU3326.The geoid height was determined by GEOID03.
 TU3326
 TU3326;                    North         East     Units Scale Factor Converg.
 TU3326;SPC HI 2     -    81,276.573   484,026.294   MT  0.99996982   -0 03 18.9
 TU3326;UTM  04      - 2,331,156.674   726,464.472   MT  1.00023382   +0 47 01.8
 TU3326
 TU3326                          SUPERSEDED SURVEY CONTROL
 TU3326
 TU3326  NAD 83(1986)-  21 04 02.61769(N)    156 49 13.30954(W) AD(       ) 4
 TU3326  OLD HI      -  21 04 14.06000(N)    156 49 23.37000(W) AD(       ) 3
 TU3326
 TU3326.Superseded values are not recommended for survey control.
 TU3326.NGS no longer adjusts projects to the OLD HI datum.
 TU3326.See file dsdata.txt to determine how the superseded data were derived.
 TU3326
 TU3326_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2646431157(NAD 83)
 TU3326
 TU3326  HISTORY     - Date     Condition        Report By
 TU3326  HISTORY     - 1925     MONUMENTED       HIGS
 TU3326  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3326
 TU3326                          STATION DESCRIPTION
 TU3326
 TU3326'DESCRIBED BY HAWAII GEODETIC SURVEY 1925 (RWW)
 TU3326'THE PROMINENT SPIRE OF THE LARGE CONCRETE PROTESTANT CHURCH
 TU3326'LOCATED NEAR THE SHORE ROAD 1-1/2 MILES WEST FROM PUKOO WHARF
 TU3326'NEAR KAOPEAHINA FISH POND.
 TU3326
 TU3326                          STATION RECOVERY (1962)
 TU3326
 TU3326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3326'STATION WAS RECOVERED AS DESCRIBED.
 TU3326'
 TU3326'STATION IS THE HIGH, RED-PAINTED, WOODEN SPIRE OF THE LARGE,
 TU3326'CONCRETE, PROTESTANT CHURCH, WHICH IS LOCATED ABOUT 13-1/2
 TU3326'MILES AIRLINE EAST OF KAUNAKAKAI ANND 1 MILE EAST-NORTHEAST OF THE
 TU3326'KILOHANA SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3361 ***********************************************************************
 TU3361  DESIGNATION -  KALUAHAUONI 1890
 TU3361  PID         -  TU3361
 TU3361  STATE/COUNTY-  HI/MAUI
 TU3361  USGS QUAD   -  
 TU3361
 TU3361                         *CURRENT SURVEY CONTROL
 TU3361  ___________________________________________________________________
 TU3361* NAD 83(1993)-  21 09 10.89058(N)    156 56 17.19244(W)     ADJUSTED  
 TU3361* LOCAL TIDAL -       995.     (meters)    3264.     (feet)  VERT ANG  
 TU3361  ___________________________________________________________________
 TU3361  EPOCH DATE  -        1993.62
 TU3361  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 TU3361  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU3361
 TU3361  HORZ ORDER  -  SECOND
 TU3361
 TU3361.The horizontal coordinates were established by classical geodetic methods
 TU3361.and adjusted by the National Geodetic Survey in December 1998..
 TU3361.The horizontal coordinates are valid at the epoch date displayed above.
 TU3361.The epoch date for horizontal control is a decimal equivalence
 TU3361.of Year/Month/Day.
 TU3361
 TU3361.The orthometric height was determined by vertical angle observations.
 TU3361.No vertical observational check was made to the station.
 TU3361
 TU3361.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3361
 TU3361.The geoid height was determined by GEOID03.
 TU3361
 TU3361;                    North         East     Units Scale Factor Converg.
 TU3361;SPC HI 2     -    90,772.206   471,807.757   MT  0.99997648   -0 05 52.6
 TU3361;UTM  04      - 2,340,474.127   714,105.123   MT  1.00016651   +0 44 39.6
 TU3361
 TU3361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3361!SPC HI 2     -   0.99984119  x   0.99997648  =   0.99981767
 TU3361!UTM  04      -   0.99984119  x   1.00016651  =   1.00000767
 TU3361
 TU3361:                Primary Azimuth Mark                     Grid Az
 TU3361:SPC HI 2     -  PUU KAEO                                 147 01 52.3
 TU3361:UTM  04      -  PUU KAEO                                 146 11 20.1
 TU3361
 TU3361|---------------------------------------------------------------------|
 TU3361| PID    Reference Object                     Distance      Geod. Az  |
 TU3361|                                                           dddmmss.s |
 TU3361| TU3357 PUU KAEO                            APPROX. 2.2 KM 1465559.7 |
 TU3361|---------------------------------------------------------------------|
 TU3361
 TU3361                          SUPERSEDED SURVEY CONTROL
 TU3361
 TU3361  NAD 83(1986)-  21 09 10.84565(N)    156 56 17.13950(W) AD(       ) 2
 TU3361  OLD HI      -  21 09 22.30900(N)    156 56 27.26800(W) AD(       ) 2
 TU3361
 TU3361.Superseded values are not recommended for survey control.
 TU3361.NGS no longer adjusts projects to the OLD HI datum.
 TU3361.See file dsdata.txt to determine how the superseded data were derived.
 TU3361
 TU3361_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1410540474(NAD 83)
 TU3361
 TU3361  HISTORY     - Date     Condition        Report By
 TU3361  HISTORY     - 1890     MONUMENTED       CGS
 TU3361  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3361
 TU3361                          STATION DESCRIPTION
 TU3361
 TU3361'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3361'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3361'HAWAII SRUVEY OFFICE, WHICH DID NOT DESCRIBE THE STATION MARK
 TU3361'BUT STATED THAT IT WAS REFERENCED BY 3 CROSSES ON STONES.  A
 TU3361'PIPE IN CONCRETE WAS RECOVERED, ALSO 2 REFERENCE CROSSES AND
 TU3361'THE STATION WAS IDENTIFIED BY MEASUREMENTS TO THE CROSSES.  A
 TU3361'COMPLETE DESCRIPTION FOLLOWS--
 TU3361'
 TU3361'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTHEAST OF KAUNAKAKAI,
 TU3361'3-3/4 MILES SOUTHEAST OF KALAUPAPA, AND 2-1/4 MILES EAST-NORTHEAST
 TU3361'OF THE MOLOKAI FORESTRY CAMP, ON THE NORTH SLOPE OF A BRUSHY HILL
 TU3361'OF ABOUT 3288 FEET ELEVATION AT THE EDGE OF THE PALI ALONG THE
 TU3361'SOUTHWEST SIDE OF WAIKOLU STREAM.
 TU3361'
 TU3361'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3361'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3361'HIGHWAY 46 FOR 3.7 MILES TO CROSSROAD AT READY-MIX PLANT ON
 TU3361'LEFT.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.25 MILE TO A
 TU3361'CATTLEGUARD.  CROSS AND CONTINUE FOR 2.9 MILES TO A FORK.  TAKE
 TU3361'LEFT FORK AND GO 0.75 MILE TO A CATTLEGUARD.  CROSS AND CONTINUE
 TU3361'FOR 2.4 MILES TO THE FORESTRY CAMP BUILDINGS.  BEAR RIGHT AND
 TU3361'FOLLOW FOREST ROAD FOR 1.15 MILES TO TANK AND RESERVOIR ON
 TU3361'LEFT.  CONTINUE FOR 2.2 MILES TO A WHITE, HISTORICAL PLAQUE
 TU3361'ON LEFT.  CONTINUE AHEAD FOR 0.4 MILE TO A FORK.  TAKE LEFT
 TU3361'FORK, LEAVING MAIN ROAD, AND GO NORTHERLY FOR 0.55 MILE TO AN
 TU3361'ALTERNATE FORK.  TAKE EITHER ROAD AND CONTINUE DOWNGRADE,
 TU3361'FINALLY SWINGING RIGHT AND GOING SOUTHEAST, AND THEN NORTH
 TU3361'ALONG RIDGE, FOR 1.9 MILES TO END OF ROAD IN A SMALL CLEARING
 TU3361'ON TOP OF HILL.  FROM HERE PACK NORTHERLY, DOWN ACROSS SADDLE
 TU3361'AND THEN UP TOP OF HILL AND STATION, A DISTANCE OF ABOUT
 TU3361'1/4 MILE.
 TU3361'
 TU3361'STATION MARK IS A 1-1/2-INCH IRON PIPE THAT PROJCTS 16 INCHES ABOVE
 TU3361'GROUND.  IT IS SET IN A MASS OF CONCRETE THAT IS FLUSH WITH
 TU3361'THE GROUND.  AEM JULY 1931 IS INSCRIBED IN THE CONCRETE.  A LARGE
 TU3361'METAL CYLINDER TARGET, 8 INCHES IN DIAMETER AND 40 INCHES LONG
 TU3361'IS MOUNTED ON A 1-INCH IRON PIPE SET INTO THE STATION MARK
 TU3361'PIPE.  TOP OF TARGET IS ABOUT 9 FEET ABOVE GROUND.
 TU3361'
 TU3361'MEASUREMENTS TO CROSSES ARE AS FOLLOWS--OLD MEASUREMENT
 TU3361'NEW MEASUREMENT.
 TU3361'
 TU3361'SOUTHWEST CROSS 3.5 FEET 3.45 FEET.
 TU3361'
 TU3361'WEST-NORTHWEST CROSS 4.1 FEET 4.0 FEET.
 TU3361'
 TU3361'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED.  PACKING TIME ABOUT
 TU3361'10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3420 ***********************************************************************
 TU3420  DESIGNATION -  KALUAKAWAHINE 1925
 TU3420  PID         -  TU3420
 TU3420  STATE/COUNTY-  HI/MAUI
 TU3420  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3420
 TU3420                         *CURRENT SURVEY CONTROL
 TU3420  ___________________________________________________________________
 TU3420* NAD 83(1993)-  21 06 26.17291(N)    157 07 55.18176(W)     ADJUSTED  
 TU3420* LOCAL TIDAL -       152.     (meters)     499.     (feet)  SCALED    
 TU3420  ___________________________________________________________________
 TU3420  EPOCH DATE  -        1993.62
 TU3420  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TU3420  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3420
 TU3420  HORZ ORDER  -  THIRD
 TU3420
 TU3420.The horizontal coordinates were established by classical geodetic methods
 TU3420.and adjusted by the National Geodetic Survey in December 1998..
 TU3420.The horizontal coordinates are valid at the epoch date displayed above.
 TU3420.The epoch date for horizontal control is a decimal equivalence
 TU3420.of Year/Month/Day.
 TU3420
 TU3420.The orthometric height was scaled from a topographic map.
 TU3420
 TU3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3420
 TU3420.The geoid height was determined by GEOID03.
 TU3420
 TU3420;                    North         East     Units Scale Factor Converg.
 TU3420;SPC HI 2     -    85,753.048   451,655.500   MT  0.99999554   -0 10 03.3
 TU3420;UTM  04      - 2,335,158.895   694,026.135   MT  1.00006524   +0 40 22.5
 TU3420
 TU3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3420!SPC HI 2     -   0.99997362  x   0.99999554  =   0.99996916
 TU3420!UTM  04      -   0.99997362  x   1.00006524  =   1.00003886
 TU3420
 TU3420:                Primary Azimuth Mark                     Grid Az
 TU3420:SPC HI 2     -  W C 27                                   203 34 52.9
 TU3420:UTM  04      -  W C 27                                   202 44 27.1
 TU3420
 TU3420|---------------------------------------------------------------------|
 TU3420| PID    Reference Object                     Distance      Geod. Az  |
 TU3420|                                                           dddmmss.s |
 TU3420| TU3422 W C 27                              APPROX. 1.6 KM 2032449.6 |
 TU3420| TU3438 KAANA 1925                          APPROX. 2.7 KM 3195325.6 |
 TU3420|---------------------------------------------------------------------|
 TU3420
 TU3420                          SUPERSEDED SURVEY CONTROL
 TU3420
 TU3420  NAD 83(1986)-  21 06 26.12875(N)    157 07 55.13420(W) AD(       ) 3
 TU3420  OLD HI      -  21 06 37.57200(N)    157 08 05.24600(W) AD(       ) 3
 TU3420
 TU3420.Superseded values are not recommended for survey control.
 TU3420.NGS no longer adjusts projects to the OLD HI datum.
 TU3420.See file dsdata.txt to determine how the superseded data were derived.
 TU3420
 TU3420_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9402635159(NAD 83)
 TU3420
 TU3420  HISTORY     - Date     Condition        Report By
 TU3420  HISTORY     - 1925     MONUMENTED       CGS
 TU3420  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3420
 TU3420                          STATION DESCRIPTION
 TU3420
 TU3420'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3420'THE POSITION OF THE STATION WAS PLOTTED ON A U.S.G.S.
 TU3420'QUADRANGLE.  THE AREA WAS VISITED AND A THOROUGH SEARCH OF THE
 TU3420'AREA WAS MADE BUT NO EVIDENCE OF THE STATION WAS FOUND.  IT IS
 TU3420'SUGGESTED THAT THE STATION BE REMOVED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2331 ***********************************************************************
 TU2331  DESIGNATION -  KALUAMAKANI 1876
 TU2331  PID         -  TU2331
 TU2331  STATE/COUNTY-  HI/HAWAII
 TU2331  USGS QUAD   -  UMIKOA (1982)
 TU2331
 TU2331                         *CURRENT SURVEY CONTROL
 TU2331  ___________________________________________________________________
 TU2331* NAD 83(1993)-  19 54 19.71580(N)    155 29 21.37453(W)     ADJUSTED  
 TU2331* LOCAL TIDAL -      2310.     (meters)    7579.     (feet)  SCALED    
 TU2331  ___________________________________________________________________
 TU2331  EPOCH DATE  -        1993.62
 TU2331  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 TU2331  GEOID HEIGHT-          25.08  (meters)                     GEOID03
 TU2331
 TU2331  HORZ ORDER  -  THIRD
 TU2331
 TU2331.The horizontal coordinates were established by classical geodetic methods
 TU2331.and adjusted by the National Geodetic Survey in December 1998..
 TU2331.The horizontal coordinates are valid at the epoch date displayed above.
 TU2331.The epoch date for horizontal control is a decimal equivalence
 TU2331.of Year/Month/Day.
 TU2331
 TU2331.The orthometric height was scaled from a topographic map.
 TU2331
 TU2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2331
 TU2331.The geoid height was determined by GEOID03.
 TU2331
 TU2331;                    North         East     Units Scale Factor Converg.
 TU2331;SPC HI 1     -   118,678.639   501,123.421   MT  0.99996668   +0 00 13.2
 TU2331;UTM  05      - 2,202,949.724   239,390.785   MT  1.00043954   -0 50 52.8
 TU2331
 TU2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2331!SPC HI 1     -   0.99963308  x   0.99996668  =   0.99959977
 TU2331!UTM  05      -   0.99963308  x   1.00043954  =   1.00007246
 TU2331
 TU2331:                Primary Azimuth Mark                     Grid Az
 TU2331:SPC HI 1     -  KOLE N                                   119 09 53.2
 TU2331:UTM  05      -  KOLE N                                   120 00 59.2
 TU2331
 TU2331|---------------------------------------------------------------------|
 TU2331| PID    Reference Object                     Distance      Geod. Az  |
 TU2331|                                                           dddmmss.s |
 TU2331| TU2329 KOLE N                              APPROX. 4.8 KM 1191006.4 |
 TU2331| TU2330 PAPALEKOKI 1877                     APPROX. 3.5 KM 1680640.5 |
 TU2331|---------------------------------------------------------------------|
 TU2331
 TU2331                          SUPERSEDED SURVEY CONTROL
 TU2331
 TU2331  NAD 83(1986)-  19 54 19.68631(N)    155 29 21.39097(W) AD(       ) 3
 TU2331  OLD HI      -  19 54 31.38300(N)    155 29 31.22700(W) AD(       ) 3
 TU2331
 TU2331.Superseded values are not recommended for survey control.
 TU2331.NGS no longer adjusts projects to the OLD HI datum.
 TU2331.See file dsdata.txt to determine how the superseded data were derived.
 TU2331
 TU2331_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3939102950(NAD 83)
 TU2331
 TU2331  HISTORY     - Date     Condition        Report By
 TU2331  HISTORY     - 1876     MONUMENTED       HIGS
 TU2331  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2331  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2331
 TU2331                          STATION DESCRIPTION
 TU2331
 TU2331'DESCRIBED BY HAWAII GEODETIC SURVEY 1876
 TU2331'IN THE NORTHERN PART OF HAWAII, ON A HILL OF THE SAME NAME, ON
 TU2331'THE NORTHERN SLOPE OF MAUNA KEA.  STATION IS ON NORTHERN BROW
 TU2331'OF THE HILL.  MARKED BY A COPPER TUBE BURIED IN AN ANCIENT
 TU2331'GRAVEYARD, AND COVERED WITH CAIRN OF STONES.  THREE TRIANGULAR
 TU2331'HOLES WERE DRILLED IN THE LAVA, 7 FEET NORTH, 7 FEET SOUTH, AND
 TU2331'6 FEET EAST OF THE STATION.  A CIRCULAR WALL SURROUNDS THE
 TU2331'STATION.
 TU2331
 TU2331                          STATION RECOVERY (1938)
 TU2331
 TU2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2331'LOCATION OF STATION--ON THE EASTERLY CRATER RIM OF A HILL NAMED
 TU2331'KALUAMAKANI AND SITUATED NEAR THE FOOT OF THE MAUNA KEA NORTH
 TU2331'SLOPE.
 TU2331'
 TU2331'OLD STATION MARK FOUND--1-1/4 IN PIPE IN PILE OF STONES.  THE TWO
 TU2331'ORIGINAL TRIANGULAR PIT TIES CUT IN ROCK FOUND BUT THE PIT 6
 TU2331'FEET EAST COULD NOT BE FOUND.
 TU2331'
 TU2331'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2331'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET LONG
 TU2331'SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT EXPOSED
 TU2331'TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL BAR.)
 TU2331
 TU2331                          STATION RECOVERY (1948)
 TU2331
 TU2331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2331'THIS STATION HAS A CONCRETE PLATFORM, METAL POLE AND TARGET
 TU2331'ESTABLISHED IN 1938 BY THE HAWAII TERRITORY SURVEY, WHICH AT
 TU2331'THAT TIME RECOVERED A 1-1/4 IN PIPE IN A PILE OF STONES.  THEIR
 TU2331'RECOVERY NOTE STATES THE TWO ORIGINAL TRIANGULAR PIT TIES CUT
 TU2331'IN ROCK FOUND BUT THE PIT 6 FEET EAST COULD NOT BE FOUND.  THE
 TU2331'METAL POLE WAS ESTABLISHED OVER THE OLD PIPE MARKER.
 TU2331'
 TU2331'ON THE EASTERLY CRATER RIM OF A HILL NAMED KALUAMAKANI AND
 TU2331'SITUATED ON THE NORTH SLOPE OF MAUNA KEA.  THE TARGET AND HILL
 TU2331'ARE PROMINENT.
 TU2331'
 TU2331'FOUR WHEEL DRIVE VEHICLES CAN BE DRIVEN TO THE FOOT OF THE HILL
 TU2331'WHERE THERE IS A SMALL BUILDING.  INQUIRE OF PARKER RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1028 ***********************************************************************
 TU1028  DESIGNATION -  KALUANUI RIDGE
 TU1028  PID         -  TU1028
 TU1028  STATE/COUNTY-  HI/HONOLULU
 TU1028  USGS QUAD   -  KOKO HEAD (1983)
 TU1028
 TU1028                         *CURRENT SURVEY CONTROL
 TU1028  ___________________________________________________________________
 TU1028* NAD 83(1993)-  21 19 00.21606(N)    157 42 22.86992(W)     ADJUSTED  
 TU1028* LOCAL TIDAL -       482.2    (meters)    1582.     (feet)  VERT ANG  
 TU1028  ___________________________________________________________________
 TU1028  EPOCH DATE  -        1993.62
 TU1028  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 TU1028  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1028
 TU1028  HORZ ORDER  -  FIRST
 TU1028
 TU1028.The horizontal coordinates were established by classical geodetic methods
 TU1028.and adjusted by the National Geodetic Survey in December 1998..
 TU1028.The horizontal coordinates are valid at the epoch date displayed above.
 TU1028.The epoch date for horizontal control is a decimal equivalence
 TU1028.of Year/Month/Day.
 TU1028
 TU1028.The orthometric height was determined by vertical angle observations.
 TU1028
 TU1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1028
 TU1028.The geoid height was determined by GEOID03.
 TU1028
 TU1028;                    North         East     Units Scale Factor Converg.
 TU1028;SPC HI 3     -    16,642.887   530,465.545   MT  1.00000146   +0 06 24.3
 TU1028;UTM  04      - 2,357,751.986   634,169.994   MT  0.99982245   +0 28 13.2
 TU1028
 TU1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1028!SPC HI 3     -   0.99992176  x   1.00000146  =   0.99992322
 TU1028!UTM  04      -   0.99992176  x   0.99982245  =   0.99974422
 TU1028
 TU1028|---------------------------------------------------------------------|
 TU1028| PID    Reference Object                     Distance      Geod. Az  |
 TU1028|                                                           dddmmss.s |
 TU1028| CJ9552 KALUANUI RIDGE RM 1                  11.230 METERS 05553     |
 TU1028| TU1015 KOOLAU RNG NIKE SITE RADAR ANT      APPROX. 2.7 KM 0810739.2 |
 TU1028| TU1009 MAKAPUU PT CG RADIO MAST            APPROX. 5.8 KM 0984359.1 |
 TU1028| CJ9553 KALUANUI RIDGE RM 2                   4.994 METERS 26755     |
 TU1028| TU1034 BELLOWS AFB MICROWAVE TOWER         APPROX. 4.6 KM 3483018.7 |
 TU1028| TU1033 BELLOWS AFB COMM MAST               APPROX. 4.7 KM 3500524.2 |
 TU1028|---------------------------------------------------------------------|
 TU1028
 TU1028                          SUPERSEDED SURVEY CONTROL
 TU1028
 TU1028  NAD 83(1986)-  21 19 00.16613(N)    157 42 22.87888(W) AD(       ) 1
 TU1028  OLD HI      -  21 19 11.57176(N)    157 42 32.75081(W) AD(       ) 1
 TU1028
 TU1028.Superseded values are not recommended for survey control.
 TU1028.NGS no longer adjusts projects to the OLD HI datum.
 TU1028.See file dsdata.txt to determine how the superseded data were derived.
 TU1028
 TU1028_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3417057752(NAD 83)
 TU1028_MARKER: Z = SEE DESCRIPTION
 TU1028_SETTING: 0 = UNSPECIFIED SETTING
 TU1028
 TU1028  HISTORY     - Date     Condition        Report By
 TU1028  HISTORY     - 1969     MONUMENTED       CGS
 TU1028
 TU1028                          STATION DESCRIPTION
 TU1028
 TU1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1028'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO RIDGE BETWEEN.
 TU1028'
 TU1028'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF AINA HINA,
 TU1028'1-1/2 MILES SOUTHWEST OF WAIMANALO POST OFFICE, 1-1/2 MILES WEST
 TU1028'OF KOOLUA RIDGE NIKE SITE AND ON THE SOUTHEAST POINT OF A RIDGE
 TU1028'AT AN ELEVATION OF ABOUT 1600 FEET.
 TU1028'
 TU1028'TO REACH FROM THE INTERSECTION OF WEST HIND DRIVE AND KALANIANALO
 TU1028'HIGHWAY IN AINA HINA, GO EAST ON THE HIGHWAY FOR 3.6 MILES TO
 TU1028'LUNALIO HOME ROAD, TURN LEFT AND GO NORTH ON LUNALIO HOME ROAD
 TU1028'FOR 1.1 MILES TO A DIRT ROAD LEFT.  (THIS ROUTE IS THROUGH
 TU1028'A PROPOSED HOUSING PROJECT.) TURN LEFT AND FOLLOW DIRT
 TU1028'ROAD WESTERLY FOR 0.3 MILE CROSSING KUAPA POND TO A FORK, KEEP
 TU1028'THE LEFT FORK FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT
 TU1028'AROUND THE END OF A RIDGE FOR 0.15 MILE TO A CROSSROAD, CONTINUE
 TU1028'AHEAD FOR ABOUT 50 FEET TO A FORK, KEEP THE RIGHT FORK AND
 TU1028'FOLLOW NARROW JEEP ROAD UP STEEP GRADE AND ALONG THE CREST
 TU1028'OF THE RIDGE FOR 1.8 MILES TO THE TOP OF A HIGH POINT ON THE
 TU1028'RIDGE WITH A STEEP CUTBANK ON THE RIGHT AND A BLADED AREA
 TU1028'ON THE LEFT AND THE END OF TRUCK TRAVEL.  THE ROAD IS
 TU1028'WASHED OUT JUST BELOW THIS POINT.  PACK UPHILL, FOLLOWING
 TU1028'JEEP ROAD FOR ABOUT 45 MINUTES TO THE TOP OF RIDGE AND
 TU1028'THE END OF THE ROAD AND STATION.
 TU1028'
 TU1028'STATION MARK IS A STANDARD DISK, STAMPED KALUANUI RIDGE 1969,
 TU1028'CEMENTED IN A DRILL HOLE WHICH IS SURROUNDED BY AN IRREGULAR
 TU1028'MASS OF CONCRETE.  IT IS FLUSH WITH THE GROUND SURFACE AND IS
 TU1028'ON THE HIGHEST POINT AND THE MOST WESTERLY POINT OF THE RIDGE.
 TU1028'
 TU1028'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KALUANUI RIDGE
 TU1028'NO 1 1969, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH
 TU1028'PROJECTS ABOUT 3.0 FEET ABOVE THE ROAD AND IS ON THE NORTH EDGE
 TU1028'OF THE RIDGE AND ABOUT THE SAME ELEVATION AS THE STATION.
 TU1028'
 TU1028'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KALUANUI RIDGE
 TU1028'NO 2 1969, CEMENTED IN AN OUTCROP WHICH PROJECTS 1.2 FEET ON
 TU1028'THE WEST SIDE AND IS FLUSH ON THE EAST SIDE.  IT IS ABOUT 4.0 FEET
 TU1028'LOWER IN ELEVATION THAN THE STATION.
 TU1028'
 TU1028'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3364 ***********************************************************************
 TU3364  DESIGNATION -  KALUAOLOHE
 TU3364  PID         -  TU3364
 TU3364  STATE/COUNTY-  HI/MAUI
 TU3364  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3364
 TU3364                         *CURRENT SURVEY CONTROL
 TU3364  ___________________________________________________________________
 TU3364* NAD 83(1993)-  21 08 29.59244(N)    156 57 18.87575(W)     ADJUSTED  
 TU3364* LOCAL TIDAL -       882.     (meters)    2894.     (feet)  SCALED    
 TU3364  ___________________________________________________________________
 TU3364  EPOCH DATE  -        1993.62
 TU3364  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 TU3364  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU3364
 TU3364  HORZ ORDER  -  THIRD
 TU3364
 TU3364.The horizontal coordinates were established by classical geodetic methods
 TU3364.and adjusted by the National Geodetic Survey in December 1998..
 TU3364.The horizontal coordinates are valid at the epoch date displayed above.
 TU3364.The epoch date for horizontal control is a decimal equivalence
 TU3364.of Year/Month/Day.
 TU3364
 TU3364.The orthometric height was scaled from a topographic map.
 TU3364
 TU3364.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3364
 TU3364.The geoid height was determined by GEOID03.
 TU3364
 TU3364;                    North         East     Units Scale Factor Converg.
 TU3364;SPC HI 2     -    89,505.240   470,025.859   MT  0.99997776   -0 06 14.7
 TU3364;UTM  04      - 2,339,180.871   712,341.712   MT  1.00015722   +0 44 16.0
 TU3364
 TU3364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3364!SPC HI 2     -   0.99985892  x   0.99997776  =   0.99983668
 TU3364!UTM  04      -   0.99985892  x   1.00015722  =   1.00001612
 TU3364
 TU3364:                Primary Azimuth Mark                     Grid Az
 TU3364:SPC HI 2     -  KALUAHAUONI 1890                         054 35 10.9
 TU3364:UTM  04      -  KALUAHAUONI 1890                         053 44 40.2
 TU3364
 TU3364|---------------------------------------------------------------------|
 TU3364| PID    Reference Object                     Distance      Geod. Az  |
 TU3364|                                                           dddmmss.s |
 TU3364| TU3361 KALUAHAUONI 1890                    APPROX. 2.2 KM 0542856.2 |
 TU3364|---------------------------------------------------------------------|
 TU3364
 TU3364                          SUPERSEDED SURVEY CONTROL
 TU3364
 TU3364  NAD 83(1986)-  21 08 29.54777(N)    156 57 18.82271(W) AD(       ) 3
 TU3364  OLD HI      -  21 08 41.01000(N)    156 57 28.89000(W) AD(       ) 3
 TU3364
 TU3364.Superseded values are not recommended for survey control.
 TU3364.NGS no longer adjusts projects to the OLD HI datum.
 TU3364.See file dsdata.txt to determine how the superseded data were derived.
 TU3364
 TU3364_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1234239181(NAD 83)
 TU3364
 TU3364  HISTORY     - Date     Condition        Report By
 TU3364  HISTORY     - UNK      MONUMENTED
 TU3364  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3364
 TU3364                          STATION DESCRIPTION
 TU3364
 TU3364'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3364'A PIPE SET IN CONCRETE WAS RECOVERED.  A COMPLETE DESCRIPTION
 TU3364'FOLLOWS--
 TU3364'
 TU3364'STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES NORTHEAST OF
 TU3364'KAUNAKAKAI, 3-3/4 MILES SOUTHEAST OF KALAUPAPA, 1 MILE EAST
 TU3364'OF THE MOLOKAI FORESTRY CAMP, AND 1/4 MILE NORTH OF THE FORESTRY
 TU3364'ROAD, ON THE SUMMIT OF A HILL OF ABOUT 2900 FEET ELEVATION
 TU3364'THAT IS HEAVILY COVERED WITH BRUSH AND SMALL TREES AND HAS
 TU3364'2 NORFOLK ISLAND PINES AND 1 EUCALYPTUS TREE ON ITS EAST
 TU3364'SIDE.  THESE 3 TREES ARE ABOUT 40 FEET HIGH AND ARE QUITE
 TU3364'PROMINENT, THE REST OF THE GROWTH BEING ABOUT 20 FEET HIGH.
 TU3364'
 TU3364'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3364'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3364'HIGHWAY 46 FOR 3.7 MILES TO CROSSROAD JUST EAST OF A READY
 TU3364'MIX PLANT.  TURN RIGHT AND GO EASTERLY ON GRADED ROAD FOR
 TU3364'0.25 MILE TO CATTLEGUARD.  CROSS AND CONTINUE FOR 2.9 MILES TO
 TU3364'FORK.  TAKE LEFT FORK AND GO 0.75 MILE TO CATTLEGUARD.  CROSS
 TU3364'AND CONTINUE FOR 2.4 MILES TO THE FORESTRY CAMP BUILDINGS.
 TU3364'BEAR RIGHT AND FOLLOW FOREST ROAD FOR 1.15 MILES TO RESERVOIR
 TU3364'AND LARGE TANK ON LEFT.  CONTINUE AHEAD FOR 0.4 MILE TO
 TU3364'BOARD GATE.  PASS THROUGH AND CONTINUE FOR 0.55 MILE TO
 TU3364'SIDE ROAD LEFT AT TWO FOREST SERVICE BULLETIN BOARDS ON LEFT.
 TU3364'TURN LEFT AND GO NORTHERLY FOR 0.45 MILE TO END OF TRUCK
 TU3364'TRAVEL AT TWO TRIANGLE BLAZES, ONE ON EACH SIDE OF ROAD.
 TU3364'FROM HERE PACK DUE WEST ALONG OLD BLAZED ROUTE ALONG A PROPERTY
 TU3364'LINE FOR ABOUT 1/4 MILE TO STATION.
 TU3364'
 TU3364'STATION IS MARKED BY A 1-1/2-INCH IRON PIPE THAT PROJECTS 2 FEET
 TU3364'ABOVE GROUND.  IT IS SET IN CONCRETE MONUMENT 12 INCHES SQUARE AND
 TU3364'ABOUT 4 INCHES BELOW GROUND SURFACE.  THE WORD KALUAOLOHE IS
 TU3364'INSCRIBED IN THE CONCRETE IN A CIRCLE AROUND THE PIPE.  AN
 TU3364'8-INCH-DIAMETER METAL CYLINDER TARGET, 40 INCHES LONG, IS MOUNTED
 TU3364'ON A 1-INCH IRON PIPE WHICH IS SET INTO THE STATION PIPE.  THE
 TU3364'TOP OF THE TARGET IS ABOUT 9 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1408 ***********************************************************************
 TU1408  DESIGNATION -  KAM 1927
 TU1408  PID         -  TU1408
 TU1408  STATE/COUNTY-  HI/HONOLULU
 TU1408  USGS QUAD   -  PEARL HARBOR (1983)
 TU1408
 TU1408                         *CURRENT SURVEY CONTROL
 TU1408  ___________________________________________________________________
 TU1408* NAD 83(1993)-  21 19 08.51829(N)    157 56 02.25650(W)     ADJUSTED  
 TU1408* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1408  ___________________________________________________________________
 TU1408  EPOCH DATE  -        1993.62
 TU1408  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 TU1408  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU1408
 TU1408  HORZ ORDER  -  THIRD
 TU1408
 TU1408.The horizontal coordinates were established by classical geodetic methods
 TU1408.and adjusted by the National Geodetic Survey in December 1998..
 TU1408.The horizontal coordinates are valid at the epoch date displayed above.
 TU1408.The epoch date for horizontal control is a decimal equivalence
 TU1408.of Year/Month/Day.
 TU1408
 TU1408.The orthometric height was scaled from a topographic map.
 TU1408
 TU1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1408
 TU1408.The geoid height was determined by GEOID03.
 TU1408
 TU1408;                    North         East     Units Scale Factor Converg.
 TU1408;SPC HI 3     -    16,871.282   506,851.427   MT  0.99999058   +0 01 26.4
 TU1408;UTM  04      - 2,357,830.507   610,559.845   MT  0.99975105   +0 23 15.4
 TU1408
 TU1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1408!SPC HI 3     -   0.99999663  x   0.99999058  =   0.99998721
 TU1408!UTM  04      -   0.99999663  x   0.99975105  =   0.99974768
 TU1408
 TU1408                          SUPERSEDED SURVEY CONTROL
 TU1408
 TU1408  NAD 83(1986)-  21 19 08.46750(N)    157 56 02.26603(W) AD(       ) 3
 TU1408  OLD HI      -  21 19 19.84000(N)    157 56 12.14200(W) AD(       ) 3
 TU1408
 TU1408.Superseded values are not recommended for survey control.
 TU1408.NGS no longer adjusts projects to the OLD HI datum.
 TU1408.See file dsdata.txt to determine how the superseded data were derived.
 TU1408
 TU1408_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1056057831(NAD 83)
 TU1408
 TU1408  HISTORY     - Date     Condition        Report By
 TU1408  HISTORY     - 1927     MONUMENTED       CGS
 TU1408  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1408  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1408  HISTORY     - 19990929 MARK NOT FOUND   USPSQD
 TU1408
 TU1408                          STATION DESCRIPTION
 TU1408
 TU1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1408'A STANDARD STATION-MARK DISK.
 TU1408
 TU1408                          STATION RECOVERY (1956)
 TU1408
 TU1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1408'STATION WAS SEARCHED FOR BUT NOT FOUND.  PRESUMED DESTROYED.
 TU1408
 TU1408                          STATION RECOVERY (1964)
 TU1408
 TU1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1408'STATION WAS SEARCHED FOR BUT NOT FOUND.  ITS LOCATION IS ON THE
 TU1408'TOP OF BATTERY CLOSSON, AN OLD COAST ARTILLERY EMPLACEMENT, ONCE
 TU1408'CLASSIFIED AS SECRET, SO IT WAS NOT ADEQUATELY DESCRIBED.
 TU1408'
 TU1408'AN ATTEMPT AT RECOVERY WAS MADE BY INVERSE FROM A TRIAL POINT
 TU1408'NEARBY, ESTABLISHED BY TRIANGULATION.  THIS INDICATED THAT THE
 TU1408'STATION WAS AT THE CENTER OF THE BATTERY.  A SKETCH OBTAINED
 TU1408'FROM THE CORPS OF ENGINEERS SHOWS THAT THE BATTERY HAS ABOUT 15
 TU1408'FEET OF DIRT COVER ON TOP OF THE CONCRETE STRUCTURE.
 TU1408'CONSIDERABLE DIGGING WAS DONE BUT THE MARK WAS NOT FOUND.  NO
 TU1408'INFORMATION COULD BE OBTAINED FROM THE CORPS OF ENGINEERS AS TO
 TU1408'WHETHER THE MARK MAY HAVE BEEN SET ON THE CONCRETE STRUCTURE
 TU1408'BEFORE THE DIRT COVER WAS PUT ON.
 TU1408
 TU1408                          STATION RECOVERY (1999)
 TU1408
 TU1408'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2406 ***********************************************************************
 TU2406  DESIGNATION -  KAMAKAIA RESET
 TU2406  PID         -  TU2406
 TU2406  STATE/COUNTY-  HI/HAWAII
 TU2406  USGS QUAD   -  KAU DESERT (1995)
 TU2406
 TU2406                         *CURRENT SURVEY CONTROL
 TU2406  ___________________________________________________________________
 TU2406* NAD 83(1993)-  19 18 03.51946(N)    155 22 16.53057(W)     ADJUSTED  
 TU2406* LOCAL TIDAL -       803.4    (meters)    2636.     (feet)  VERT ANG  
 TU2406  ___________________________________________________________________
 TU2406  EPOCH DATE  -        1993.62
 TU2406  LAPLACE CORR-         -11.49  (seconds)                    DEFLEC99
 TU2406  GEOID HEIGHT-          21.82  (meters)                     GEOID03
 TU2406
 TU2406  HORZ ORDER  -  FIRST
 TU2406
 TU2406.The horizontal coordinates were established by classical geodetic methods
 TU2406.and adjusted by the National Geodetic Survey in December 1998..
 TU2406.The horizontal coordinates are valid at the epoch date displayed above.
 TU2406.The epoch date for horizontal control is a decimal equivalence
 TU2406.of Year/Month/Day.
 TU2406
 TU2406.The orthometric height was determined by vertical angle observations.
 TU2406
 TU2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2406
 TU2406.The geoid height was determined by GEOID03.
 TU2406
 TU2406;                    North         East     Units Scale Factor Converg.
 TU2406;SPC HI 1     -    51,768.192   513,530.452   MT  0.99996893   +0 02 33.2
 TU2406;UTM  05      - 2,135,835.501   250,821.475   MT  1.00036756   -0 47 03.0
 TU2406
 TU2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2406!SPC HI 1     -   0.99987029  x   0.99996893  =   0.99983923
 TU2406!UTM  05      -   0.99987029  x   1.00036756  =   1.00023781
 TU2406
 TU2406|---------------------------------------------------------------------|
 TU2406| PID    Reference Object                     Distance      Geod. Az  |
 TU2406|                                                           dddmmss.s |
 TU2406| TU2413 HVO 128 USGS 1977                     0.330 METERS 04307     |
 TU2406| CN5325 KAMAKAIA RM 1                         5.945 METERS 09811     |
 TU2406| CN5326 KAMAKAIA RM 2                        10.710 METERS 31104     |
 TU2406| TU2423 KEAKAPULU                           APPROX. 8.8 KM 3234703.8 |
 TU2406| TU0156 PUU ULAULA                          APPROX.27.2 KM 3390232.2 |
 TU2406|---------------------------------------------------------------------|
 TU2406
 TU2406                          SUPERSEDED SURVEY CONTROL
 TU2406
 TU2406  NAD 83(1986)-  19 18 03.49887(N)    155 22 16.56822(W) AD(       ) 1
 TU2406  OLD HI      -  19 18 14.36255(N)    155 22 26.57912(W) AD(       ) 1
 TU2406
 TU2406.Superseded values are not recommended for survey control.
 TU2406.NGS no longer adjusts projects to the OLD HI datum.
 TU2406.See file dsdata.txt to determine how the superseded data were derived.
 TU2406
 TU2406_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5082135836(NAD 83)
 TU2406
 TU2406  HISTORY     - Date     Condition        Report By
 TU2406  HISTORY     - 1949     MONUMENTED       HITS
 TU2406  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2406  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2406
 TU2406                          STATION DESCRIPTION
 TU2406
 TU2406'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (LCW)
 TU2406'THE STATION IS LOCATED ON THE SUMMIT OF THE MOST WESTERLY OF
 TU2406'THREE VOLCANIC CONES WHICH LIE IN THE KAU DESERT ABOUT 11 MILES
 TU2406'SOUTHWEST OF THE HAWAIIAN NATIONAL PARK HEADQUARTERS, ABOUT 11
 TU2406'MILES NORTHEAST OF PAHALA, ABOUT 6 MILES NORTHWEST OF THE
 TU2406'SEA, ABOUT 3 MILES SOUTHEAST OF THE HIGHWAY WHICH RUNS BETWEEN
 TU2406'HILO AND NAALEHU AND ABOUT 0.3 MILE SOUTH OF A WELL MARKED TRAIL
 TU2406'WHICH LEADS SOUTHWEST FROM THE KILAUEA VOLCANO AREA.
 TU2406'
 TU2406'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO NORTHEAST, ON
 TU2406'THE ROAD WHICH LEADS TOWARD HILO, FOR 18.5 MILES TO A POINT WHERE
 TU2406'A DIRT ROAD LEADS NORTH TOWARD THE KAPAPALA RANCH.  CONTINUE
 TU2406'NORTHEASTERLY, TOWARD HILO, FOR 4.7 MILES TO SEVERAL SHEDS ON
 TU2406'THE LEFT HAND SIDE OF THE HIGHWAY.  TURN RIGHT AND GO ACROSS
 TU2406'COUNTRY, SOUTHEAST, FOR ABOUT 1 MILE TO A WIRE FENCE AND THE
 TU2406'END OF TRUCK TRAVEL.  FROM THIS POINT, CROSS OVER THE FENCE AND
 TU2406'PACK SOUTHEAST FOR ABOUT 2 MILES TO THE WESTERLY CINDER CONE
 TU2406'AND THE STATION.
 TU2406'
 TU2406'THE STATION IS THE CENTER OF A 1-1/2 INCH IRON BAR WHICH
 TU2406'PROJECTS ABOUT 2-1/2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2406'CONCRETE WHICH IS ABOUT FLUSH WITH THE SURROUNDING ROCK.
 TU2406'
 TU2406'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAMAKALA
 TU2406'NO 1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 TU2406'THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE
 TU2406'STATION.
 TU2406'
 TU2406'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAMAKALA
 TU2406'NO 2 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 TU2406'THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE
 TU2406'STATION.
 TU2406'
 TU2406'THIS STATION WAS MONUMENTED IN 1938, WITH A CONCRETE INSTRUMENT
 TU2406'PLATFORM AND METAL POLE AND TARGET.  AT THAT TIME THEY RECOVERED
 TU2406'A DRILL HOLE IN A TRIANGLE CUT IN A SET STONE, SURROUNDED BY
 TU2406'THREE MARKED STONES EACH 32 INCHES AWAY, AND A LARGE STONE
 TU2406'CAIRN.  THE 1-1/2 INCH IRON BAR MENTIONED IN THE ABOVE
 TU2406'DESCRIPTION WAS CENTERED OVER THE DRILL HOLE.  1938 RECOVERY WAS
 TU2406'BY THE HAWAII TERRITORY SURVEY.  NO INFORMATION IS
 TU2406'AVAILABLE AS TO HOW THE ORIGINAL STATION WAS MARKED.
 TU2406
 TU2406                          STATION RECOVERY (1967)
 TU2406
 TU2406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2406'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2406'CONDITION.  DISCREPANCIES WERE NOTED IN THE DISTANCES TO REFERENCE
 TU2406'MARKS.  THEY WERE CHECKED AND THE 1967 DISTANCES ARE CORRECT.  A
 TU2406'COMPLETE DESCRIPTION FOLLOWS--
 TU2406'
 TU2406'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF THE HAWAII
 TU2406'VOLCANOES NATIONAL PARK HEADQUARTERS, 10 MILES NORTHEAST OF PAHALA,
 TU2406'2-3/4 MILES SOUTHEAST OF STATE HIGHWAY 11, AND 1/2 MILE SOUTHEAST
 TU2406'OF THE KAU DESERT TRAIL, IN THE KAMAKAIA HILLS ON THE MOST
 TU2406'SOUTHWESTERLY AND LOWER 1 OF 3 VOLCANIC CONES, AT ABOUT 2633 FEET
 TU2406'ELEVATION.
 TU2406'
 TU2406'TO REACH STATION FROM THE HEADQUARTERS BUILDING AT THE HAWAII
 TU2406'VOLCANOES NATIONAL PARK, GO WESTERLY ON CRATER RIM ROAD FOR 1.8
 TU2406'MILES.  TURN RIGHT AND GO 0.1 MILE.  TURN LEFT ON STATE HIGHWAY
 TU2406'11 AND GO SOUTHWEST FOR 10.4 MILES TO HIGHWAY MILEPOST
 TU2406'NO. 41.  CONTINUE ON THE HIGHWAY FOR 0.75 MILE TO A BOARD GATE ON
 TU2406'LEFT, JUST BEYOND POWER POLE 119 AND ACROSS ROAD FROM A METAL
 TU2406'GATE.  GO LEFT, THROUGH THE BOARD GATE, AND FOLLOW DIM ROAD
 TU2406'SOUTHEAST, ACROSS ROUGH LAVA AREA FOR 0.7 MILE TO FENCE LINE
 TU2406'AND END OF TRUCK TRAVEL.  PACK SOUTHEAST ON A DIRECT COURSE
 TU2406'TOWARDS STATION HILL, WHICH CAN BE SEEN FROM HERE, FOR ABOUT
 TU2406'2-1/2 MILES TO STATION.  ABOUT 2 HOURS REQUIRED TO PACK TO
 TU2406'STATION.
 TU2406'
 TU2406'STATION IS MARKED BY A 3-INCH-DIAMETER HOLE IN THE CENTER OF A
 TU2406'TRIANGULAR, CONCRETE PLATFORM THAT IS 7 FEET ON EACH SIDE AND IS
 TU2406'FLUSH WITH ROCKS.  A 2-INCH STEEL SHAFT WAS FORMERLY MOUNTED
 TU2406'VERTICALLY OVER CENTER OF HOLE BUT THE 3 IRON LEGS THAT SUPPORTED
 TU2406'IT HAVE RUSTED OFF.  THE WORDS KAMAKAIA HTS ARE INSCRIBED IN THE
 TU2406'PLATFORM.
 TU2406'
 TU2406'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAMAKAIA
 TU2406'RM NO 1 1949, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP ON
 TU2406'SOUTHEAST POINT OF HILLTOP, 2 FEET LOWER THAN STATION MARK.
 TU2406'
 TU2406'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAMAKAIA
 TU2406'RM NO 2 1949, CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK 2
 TU2406'FEET IN DIAMETER AND PROJECTING 1 FOOT ABOVE GROUND.  IT IS 3.3
 TU2406'FEET LOWER THAN STATION MARK.
 TU2406
 TU2406                          STATION RECOVERY (1977)
 TU2406
 TU2406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2406'THE STATION MARK WAS A 3-INCH DIAMETER HOLE AND WAS RECOVERED.  AT
 TU2406'THIS TIME A STATION MARK DISK WAS CEMENTED IN THE CENTER OF THE
 TU2406'HOLE.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN POOR CONDITION
 TU2406'DUE TO THE LOOSE CINDER AROUND THEM AND NO SUITABLE PLACE WAS
 TU2406'FOUND TO RESET THEM.  A DIFFERENCE WAS NOTED IN DISTANCE AND
 TU2406'DIRECTION TO REFERENCE MARKS 1 AND 2, THE DISTANCE WAS COMPARED
 TU2406'TO THE 1967 DATA AND THE DIRECTION WAS COMPARED TO THE 1949
 TU2406'DATA.  THE DIFFERENCE TO REFERENCE MARK 1 BEING 0.374 METERS
 TU2406'LONGER AND 17 MINUTES, 08 SECONDS.  THE DIFFERENCE TO
 TU2406'REFERENCE MARK 2 BEING 0.067 METERS LONGER AND 02 MINUTES, 48
 TU2406'SECONDS.  THE STATION WAS REACHED BY HELICOPTER AT THIS TIME AND
 TU2406'EXCEPT FOR THE FOLLOWING CHANGES WAS RECOVERED AS DESCRIBED IN
 TU2406'1967.
 TU2406'
 TU2406'THE STATION MARK IS A NGS DISK STAMPED KAMAKAIA HTS 1949 1977,
 TU2406'CEMENTED IN THE CENTER OF A TRIANGULAR SHAPED CONCRETE PLATFORM
 TU2406'THAT PROJECTS ABOUT 4 INCHES ON EACH SIDE FROM THE REST OF THE ROCK
 TU2406'SURFACE THAT SURROUNDS IT.
 TU2406'
 TU2406'HVO 128 IS A USGS DISK STAMPED HVO 128 GEODIMETER REFERENCE POINT,
 TU2406'CEMENTED IN THE TRIANGULAR SHAPED CONCRETE PLATFORM THAT THE
 TU2406'STATION MARK IS IN AND JUST NORTHEAST OF THE STATION MARK DISK.
 TU2406'
 TU2406'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 TU2406'
 TU2406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2406'ABOUT 10 MILES NORTHEAST OF PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2407 ***********************************************************************
 TU2407  DESIGNATION -  KAMAKAIA S
 TU2407  PID         -  TU2407
 TU2407  STATE/COUNTY-  HI/HAWAII
 TU2407  USGS QUAD   -  KAU DESERT (1995)
 TU2407
 TU2407                         *CURRENT SURVEY CONTROL
 TU2407  ___________________________________________________________________
 TU2407* NAD 83(1993)-  19 18 03.52100(N)    155 22 16.68655(W)     ADJUSTED  
 TU2407* LOCAL TIDAL -                                                        
 TU2407  ___________________________________________________________________
 TU2407  EPOCH DATE  -        1993.62
 TU2407  LAPLACE CORR-         -11.49  (seconds)                    DEFLEC99
 TU2407  GEOID HEIGHT-          21.82  (meters)                     GEOID03
 TU2407
 TU2407  HORZ ORDER  -  THIRD
 TU2407
 TU2407.The horizontal coordinates were established by classical geodetic methods
 TU2407.and adjusted by the National Geodetic Survey in December 1998..
 TU2407.The horizontal coordinates are valid at the epoch date displayed above.
 TU2407.The epoch date for horizontal control is a decimal equivalence
 TU2407.of Year/Month/Day.
 TU2407
 TU2407
 TU2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2407
 TU2407.The geoid height was determined by GEOID03.
 TU2407
 TU2407;                    North         East     Units Scale Factor Converg.
 TU2407;SPC HI 1     -    51,768.236   513,525.898   MT  0.99996893   +0 02 33.1
 TU2407;UTM  05      - 2,135,835.611   250,816.921   MT  1.00036759   -0 47 03.1
 TU2407
 TU2407                          SUPERSEDED SURVEY CONTROL
 TU2407
 TU2407  NAD 83(1986)-  19 18 03.42499(N)    155 22 16.66837(W) AD(       ) 4
 TU2407  OLD HI      -  19 18 14.38000(N)    155 22 26.71000(W) AD(       ) 3
 TU2407
 TU2407.Superseded values are not recommended for survey control.
 TU2407.NGS no longer adjusts projects to the OLD HI datum.
 TU2407.See file dsdata.txt to determine how the superseded data were derived.
 TU2407
 TU2407_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5081735836(NAD 83)
 TU2407
 TU2407  HISTORY     - Date     Condition        Report By
 TU2407  HISTORY     - 1914     MONUMENTED       CGS
 TU2407
 TU2407                          STATION DESCRIPTION
 TU2407
 TU2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2407'IN SOUTHEASTERN PART OF HAWAII, ABOUT MIDWAY BETWEEN THE VOLCANO OF
 TU2407'KILAUEA AND PUU ULAULA, THE MOST SOUTHERN OF TWO HILLS, EQUAL IN
 TU2407'SIZE AND HEIGHT.  A LARGE CAIRN SURMOUNTS THE HILL.  THESE HILLS
 TU2407'ARE SEEN ON THE SKYLINE FROM HONUAPO LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2673 ***********************************************************************
 TU2673  DESIGNATION -  KAMAKAMAKA HITS 1913
 TU2673  PID         -  TU2673
 TU2673  STATE/COUNTY-  HI/HAWAII
 TU2673  USGS QUAD   -  KUKUIHAELE (1995)
 TU2673
 TU2673                         *CURRENT SURVEY CONTROL
 TU2673  ___________________________________________________________________
 TU2673* NAD 83(1993)-  20 06 13.20494(N)    155 29 54.09247(W)     ADJUSTED  
 TU2673* LOCAL TIDAL -       171.     (meters)     561.     (feet)  SCALED    
 TU2673  ___________________________________________________________________
 TU2673  EPOCH DATE  -        1993.62
 TU2673  LAPLACE CORR-          -9.24  (seconds)                    DEFLEC99
 TU2673  GEOID HEIGHT-          19.95  (meters)                     GEOID03
 TU2673
 TU2673  HORZ ORDER  -  THIRD
 TU2673
 TU2673.The horizontal coordinates were established by classical geodetic methods
 TU2673.and adjusted by the National Geodetic Survey in December 1998..
 TU2673.The horizontal coordinates are valid at the epoch date displayed above.
 TU2673.The epoch date for horizontal control is a decimal equivalence
 TU2673.of Year/Month/Day.
 TU2673
 TU2673.The orthometric height was scaled from a topographic map.
 TU2673
 TU2673.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2673
 TU2673.The geoid height was determined by GEOID03.
 TU2673
 TU2673;                    North         East     Units Scale Factor Converg.
 TU2673;SPC HI 1     -   140,618.525   500,171.605   MT  0.99996667   +0 00 02.0
 TU2673;UTM  05      - 2,224,911.803   238,766.443   MT  1.00044354   -0 51 33.2
 TU2673
 TU2673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2673!SPC HI 1     -   0.99996998  x   0.99996667  =   0.99993666
 TU2673!UTM  05      -   0.99996998  x   1.00044354  =   1.00041351
 TU2673
 TU2673:                Primary Azimuth Mark                     Grid Az
 TU2673:SPC HI 1     -  HONOKOA STACK                            109 21 19.3
 TU2673:UTM  05      -  HONOKOA STACK                            110 12 54.5
 TU2673
 TU2673|---------------------------------------------------------------------|
 TU2673| PID    Reference Object                     Distance      Geod. Az  |
 TU2673|                                                           dddmmss.s |
 TU2673| TU2665 HONOKOA STACK                       APPROX. 3.4 KM 1092121.3 |
 TU2673| TU2674 KUILEI 1877                         APPROX. 2.2 KM 1860601.3 |
 TU2673| TU2668 KUKUIHAELE STACK                    APPROX. 6.8 KM 2913145.4 |
 TU2673| TU2670 LIFT                                APPROX. 6.9 KM 2921735.9 |
 TU2673| TU2666 KUKUIHAELE LIGHT                    APPROX. 6.6 KM 2934611.8 |
 TU2673|---------------------------------------------------------------------|
 TU2673
 TU2673                          SUPERSEDED SURVEY CONTROL
 TU2673
 TU2673  NAD 83(1986)-  20 06 13.19499(N)    155 29 54.08755(W) AD(       ) 3
 TU2673  OLD HI      -  20 06 24.22900(N)    155 30 04.08500(W) AD(       ) 3
 TU2673
 TU2673.Superseded values are not recommended for survey control.
 TU2673.NGS no longer adjusts projects to the OLD HI datum.
 TU2673.See file dsdata.txt to determine how the superseded data were derived.
 TU2673
 TU2673_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3876624912(NAD 83)
 TU2673
 TU2673  HISTORY     - Date     Condition        Report By
 TU2673  HISTORY     - 1913     MONUMENTED       HITS
 TU2673  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2673
 TU2673                          STATION DESCRIPTION
 TU2673
 TU2673'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1913 (ERH)
 TU2673'ON NORTH COAST OF HAWAII, DIRECTLY INSHORE FROM KAMAKAMAKA POINT
 TU2673'AND DISTANT 990 METERS FROM IT, ON A PROMINENT HILL, CANE
 TU2673'COVERED.  THE PLANTATION CAMP NAMED KAWELA LIES JUST TO THE WEST
 TU2673'OF A LINE FROM THE POINT TO THE TOP OF THE HILL AND IS
 TU2673'DISTANT 275 METERS.  THE FLAGSTAFF IN CENTER OF CAMP BEARS N. 14
 TU2673'DEG W. FROM STATION, AND THE KUKUIHAELE STACK BEARS N. 80 DEG
 TU2673'W.  THE SHACK ON THE END OF KAMAKAMAKA POINT BEARS N. 4 DEG
 TU2673'W., AND HONOKAA STACK BEARS S. 80 DEG W.  THE STATION IS
 TU2673'REACHED BY RAILROAD FROM EITHER HONOKAA OR KUKUIHAELE TO THE
 TU2673'CAMP, OR BY BOAT TO KAMAKAMAKA POINT, THENCE UP THE
 TU2673'ABANDONED INCLINED RAILWAY TO THE CAMP.  STATION MARKED
 TU2673'UNDERGROUND BY AN IRON CYLINDER ABOUT 4-1/2 INCHES IN
 TU2673'DIAMETER AND 2-1/2 INCHES HIGH, RESTING ON SOLID ROCK 2 FEET
 TU2673'BELOW SURFACE OF GROUND.  IT IS SET IN CONCRETE.  ABOUT 2
 TU2673'INCHES OF SOIL SEPARATE IT FROM THE SURFACE MARK, THE SHARP
 TU2673'CORNER OF A PYRAMIDAL ROCK, PAINTED WHITE, SET IN CONCRETE AND
 TU2673'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  A CAIRN
 TU2673'OF STONES WAS BUILT OVER THE STATION.
 TU2673
 TU2673                          STATION RECOVERY (1968)
 TU2673
 TU2673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2673'THE POINT WAS LOCATED BY INTERSECTION AND SOME DIGGING DONE
 TU2673'BUT UNDERGROUND MARK WAS NOT FOUND.  THIS HILL HAS BEEN IN
 TU2673'CULTIVATION FOR A LONG TIME AND THE MARK HAS PROBABLY BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2420 ***********************************************************************
 TU2420  DESIGNATION -  KAMAKAMAKA RESET
 TU2420  PID         -  TU2420
 TU2420  STATE/COUNTY-  HI/HAWAII
 TU2420  USGS QUAD   -  WOOD VALLEY (1981)
 TU2420
 TU2420                         *CURRENT SURVEY CONTROL
 TU2420  ___________________________________________________________________
 TU2420* NAD 83(1993)-  19 15 20.14554(N)    155 27 46.07703(W)     ADJUSTED  
 TU2420* LOCAL TIDAL -       568.5    (meters)    1865.     (feet)  VERT ANG  
 TU2420  ___________________________________________________________________
 TU2420  EPOCH DATE  -        1993.62
 TU2420  LAPLACE CORR-         -11.39  (seconds)                    DEFLEC99
 TU2420  GEOID HEIGHT-          22.06  (meters)                     GEOID03
 TU2420
 TU2420  HORZ ORDER  -  SECOND
 TU2420
 TU2420.The horizontal coordinates were established by classical geodetic methods
 TU2420.and adjusted by the National Geodetic Survey in December 1998..
 TU2420.The horizontal coordinates are valid at the epoch date displayed above.
 TU2420.The epoch date for horizontal control is a decimal equivalence
 TU2420.of Year/Month/Day.
 TU2420
 TU2420.The orthometric height was determined by vertical angle observations.
 TU2420
 TU2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2420
 TU2420.The geoid height was determined by GEOID03.
 TU2420
 TU2420;                    North         East     Units Scale Factor Converg.
 TU2420;SPC HI 1     -    46,740.214   503,910.800   MT  0.99996686   +0 00 44.2
 TU2420;UTM  05      - 2,130,944.588   241,126.187   MT  1.00042847   -0 48 45.5
 TU2420
 TU2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2420!SPC HI 1     -   0.99990717  x   0.99996686  =   0.99987404
 TU2420!UTM  05      -   0.99990717  x   1.00042847  =   1.00033560
 TU2420
 TU2420|---------------------------------------------------------------------|
 TU2420| PID    Reference Object                     Distance      Geod. Az  |
 TU2420|                                                           dddmmss.s |
 TU2420| CN5327 KAMAKAMAKA RM 1                       7.489 METERS 05611     |
 TU2420| TU2360 KAPAPALA                            APPROX. 2.6 KM 1401044.1 |
 TU2420|---------------------------------------------------------------------|
 TU2420
 TU2420                          SUPERSEDED SURVEY CONTROL
 TU2420
 TU2420  NAD 83(1986)-  19 15 20.12360(N)    155 27 46.11654(W) AD(       ) 2
 TU2420  OLD HI      -  19 15 30.98700(N)    155 27 56.13300(W) AD(       ) 2
 TU2420
 TU2420.Superseded values are not recommended for survey control.
 TU2420.NGS no longer adjusts projects to the OLD HI datum.
 TU2420.See file dsdata.txt to determine how the superseded data were derived.
 TU2420
 TU2420_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4112630945(NAD 83)
 TU2420
 TU2420  HISTORY     - Date     Condition        Report By
 TU2420  HISTORY     - 1949     MONUMENTED       HITS
 TU2420  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2420  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2420
 TU2420                          STATION DESCRIPTION
 TU2420
 TU2420'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (LCW)
 TU2420'AN OLD HAWAII TERRITORY SURVEY STATION LOCATED IN THE DISTRICT OF
 TU2420'KAU, IN THE SOUTHEAST PART OF HAWAII, ABOUT 1-1/4 MILES ABOVE THE
 TU2420'MAIN GOVERNMENT ROAD AROUND THE ISLAND AND ABOUT 4-1/2 MILES NORTH
 TU2420'OF PAHALA VILLAGE.
 TU2420'
 TU2420'THE OLD STATION AS RECOVERED BY THE H.T.S. IN 1938 WAS A 2 INCH
 TU2420'PIPE IN TRIANGULAR SHAPED CONCRETE MONUMENT 2-1/2 FEET HIGH MARKED
 TU2420'KAMAKAMAKA 1904-E.  IN 1938 THE STATION WAS MARKED BY THE
 TU2420'H.T.S. WITH A TRIANGULAR CONCRETE MONUMENT SIX FEET ON EACH
 TU2420'SIDE.  OVER THE OLD MARK A 2-1/2 INCH PIPE WITH THREE STEEL LEGS
 TU2420'WAS CEMENTED IN THE CONCRETE MONUMENT AND CENTERED OVER THE OLD
 TU2420'MARK.  IN THIS 2-1/2 INCH PIPE WAS PLACED A 10 FOOT TWO INCH
 TU2420'PIPE WITH METAL TARGET AT THE TOP.  WHEN VISITED AND OVSERVED IN
 TU2420'1949 THE STATION WAS THE SAME AS BUILT IN 1938.
 TU2420'
 TU2420'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN DRILL HOLE
 TU2420'IN SOLID ROCK OUTCROP NORTHEAST OF THE STATION AND ABOUT THE
 TU2420'SAME ELEVATION.
 TU2420'
 TU2420'TO REACH THE STATION FROM PAHALA--PROCEED NORTHERLY ALONG THE
 TU2420'MAIN ROAD TO WOOD VALLEY A DISTANCE OF ABOUT 4.8 MILES TO A POINT
 TU2420'WHERE ROAD TURNS SHARPLY TO LEFT AND CONTINUES INTO WOOD
 TU2420'VALLEY.  AT THIS SHARP TURN IN THE ROAD TAKE A SIDE ROAD LEADING
 TU2420'TO THE RIGHT AND GO 0.2 MILES, TURN SHARP RIGHT AND FOLLOW DIM
 TU2420'TRACK ROAD SOUTH FOR 0.8 MILES.  HERE TURN LEFT AND PICK WAY
 TU2420'EAST ACROSS COUNTRY FOR 0.2 MILES TO STATION.
 TU2420
 TU2420                          STATION RECOVERY (1967)
 TU2420
 TU2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2420'STATION WAS RECOVERED AND BOTH MARKS FOUND IN GOOD
 TU2420'CONDITION.  THE AREA IS NOW COVERED WITH A HEAVY GROWTH OF SILK
 TU2420'OAK TREES UP TO 40 FEET TALL.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2420'
 TU2420'STATION IS LOCATED ABOUT 4 MILES NORTH OF PAHALA, 1-1/4 MILES
 TU2420'WEST-NORTHWEST OF STATE HIGHWAY 11 AND 3/4 MILE SOUTHEAST OF A
 TU2420'PLANTATION CAMP.  ON A LOW RISE IN TIMBER, 0.6 MILE SOUTH-SOUTHEAST
 TU2420'OF A FENCE CORNER AND 80 YARDS EAST-SOUTHEAST OF A BULLDOZED STRIP
 TU2420'RUNNING ALONG THE EAST SIDE OF A WOVEN-WIRE FENCE.
 TU2420'
 TU2420'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO NORTHEAST
 TU2420'ON PIKAKE ST., AND CONTINUE ON THE MACADAM ROAD THROUGH CANE
 TU2420'FIELDS, FOR 4.6 MILES TO FORK.  TAKE RIGHT FORK, GRAVELED ROAD, AND
 TU2420'GO 0.2 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.3 MILE TO VERY DIM
 TU2420'SIDE ROAD RIGHT.  GO RIGHT FOR 0.2 MILE TO WIRE GATE AT FENCE
 TU2420'CORNER.  PASS THROUGH GATE AND FOLLOW BULLDOZED STRIP SOUTHWEST
 TU2420'FOR 0.6 MILE TO END OF TRUCK TRAVEL WHERE ROAD PASSES OVER
 TU2420'SMALL RISE.  WALK LEFT UP GRADUAL RISE THROUGH TREES FOR ABOUT
 TU2420'80 YARDS TO STATION.  (NOTE--THE BULLDOZED STRIP CONTINUES
 TU2420'SOUTHWEST AND COMES OUT BY STATION KAPOHO (HTS) 1949).
 TU2420'
 TU2420'STATION MARK IS THE CENTER OF A 2-1/4-INCH IRON PIPE IN THE
 TU2420'CENTER OF A TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE
 TU2420'AND PROJECTING 8 INCHES.  A 2-INCH STEEL SHAFT ABOUT 2 FEET LONG
 TU2420'IS CENTERED VERTICALLY OVER THE PIPE AND SUPPORTS A RED AND WHITE
 TU2420'METAL TARGET 8 FEET TALL.
 TU2420'
 TU2420'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAMAKAMAKA
 TU2420'NO 1 1949, CEMENTED IN A DRILL HOLE IN THE TOP OF A SLOPING LAVA
 TU2420'SLAB ABOUT 12 FEET LONG.  IT IS AT ABOUT SAME ELEVATION AS STATION
 TU2420'PLATFORM.
 TU2420'
 TU2420'NOTE--A DISCREPANCY IN THE HORIZONTAL DISTANCE TO THE REFERENCE
 TU2420'MARK WAS NOTED AND CHECKED, AND THE 1967 DISTANCE IS CORRECT.  IT
 TU2420'IS BELIEVED THAT THE 1949 DISTANCE IS SLOPE DISTANCE FROM TOP OF
 TU2420'STEEL SHAFT AS THE PRESENT SLOPE DISTANCE COINCIDES WITH IT.
 TU2420
 TU2420                          STATION RECOVERY (1969)
 TU2420
 TU2420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JMC)
 TU2420'STATION RECOVERED IN GOOD CONDITION.  1967 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3348 ***********************************************************************
 TU3348  DESIGNATION -  KAMALO
 TU3348  PID         -  TU3348
 TU3348  STATE/COUNTY-  HI/MAUI
 TU3348  USGS QUAD   -  
 TU3348
 TU3348                         *CURRENT SURVEY CONTROL
 TU3348  ___________________________________________________________________
 TU3348* NAD 83(1993)-  21 02 55.97391(N)    156 53 11.33407(W)     ADJUSTED  
 TU3348* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3348  ___________________________________________________________________
 TU3348  EPOCH DATE  -        1993.62
 TU3348  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TU3348  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU3348
 TU3348  HORZ ORDER  -  THIRD
 TU3348
 TU3348.The horizontal coordinates were established by classical geodetic methods
 TU3348.and adjusted by the National Geodetic Survey in December 1998..
 TU3348.The horizontal coordinates are valid at the epoch date displayed above.
 TU3348.The epoch date for horizontal control is a decimal equivalence
 TU3348.of Year/Month/Day.
 TU3348
 TU3348.The orthometric height was scaled from a topographic map.
 TU3348
 TU3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3348
 TU3348.The geoid height was determined by GEOID03.
 TU3348
 TU3348;                    North         East     Units Scale Factor Converg.
 TU3348;SPC HI 2     -    79,233.634   477,153.913   MT  0.99997311   -0 04 44.2
 TU3348;UTM  04      - 2,329,012.835   719,621.066   MT  1.00019609   +0 45 33.9
 TU3348
 TU3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3348!SPC HI 2     -   0.99999747  x   0.99997311  =   0.99997058
 TU3348!UTM  04      -   0.99999747  x   1.00019609  =   1.00019356
 TU3348
 TU3348:                Primary Azimuth Mark                     Grid Az
 TU3348:SPC HI 2     -  PUU PAPAI RESET                          318 55 15.1
 TU3348:UTM  04      -  PUU PAPAI RESET                          318 04 57.0
 TU3348
 TU3348|---------------------------------------------------------------------|
 TU3348| PID    Reference Object                     Distance      Geod. Az  |
 TU3348|                                                           dddmmss.s |
 TU3348| TU3341 PUU PAPAI RESET                     APPROX. 2.1 KM 3185030.9 |
 TU3348|---------------------------------------------------------------------|
 TU3348
 TU3348                          SUPERSEDED SURVEY CONTROL
 TU3348
 TU3348  NAD 83(1986)-  21 02 55.92767(N)    156 53 11.28505(W) AD(       ) 3
 TU3348  OLD HI      -  21 03 07.32000(N)    156 53 21.38000(W) AD(       ) 3
 TU3348
 TU3348.Superseded values are not recommended for survey control.
 TU3348.NGS no longer adjusts projects to the OLD HI datum.
 TU3348.See file dsdata.txt to determine how the superseded data were derived.
 TU3348
 TU3348_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1962129013(NAD 83)
 TU3348
 TU3348  HISTORY     - Date     Condition        Report By
 TU3348  HISTORY     - UNK      MONUMENTED
 TU3348  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3348
 TU3348                          STATION DESCRIPTION
 TU3348
 TU3348'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3348'AS STATED IN THE DESCRIPTION OF KAMALO 2 THE REMAINS OF A POST
 TU3348'WAS RECOVERED AND THE NEW POINT MARKED BY A 3/4-INCH PIPE SET
 TU3348'ALONGSIDE OF IT.  THIS POST WAS UNDOUBTEDLY THE ORIGINAL STATION
 TU3348'AS THE LATITUDE OF KAMALO AND KAMALO 2 CORRESPOND EXACTLY, AND
 TU3348'THE LONGITUDE OF THE TWO DIFFER BY ONLY 1/100TH OF A SECOND.
 TU3348'
 TU3348'A LATER DESCRIPTION OF KAMALO 2, WRITTEN IN 1930 STATES THAT A
 TU3348'TYPE B SIGNAL WAS CONSTRUCTED TO MARK THE STATION.  THE BASIC
 TU3348'PART OF THIS SIGNAL IS A 6-FOOT-SQUARE, CONCRETE PLATFORM
 TU3348'RESTING ON THE GROUND, WHICH WOULD NECESSITATE THE REMOVAL OF
 TU3348'THE OLD POST AND ALSO THE PIPE, SO THE ORIGINAL STATION POINT
 TU3348'CAN BE CONSIDERED LOST.
 TU3348'
 TU3348'STATION KAMALO 2 WAS RECOVERED AND FOUND TO BE SHIFTED OUT
 TU3348'OF POSITION BY THE ACTION OF STORM WAVES.  SEE 1962 RECOVERY
 TU3348'DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3347 ***********************************************************************
 TU3347  DESIGNATION -  KAMALO 2
 TU3347  PID         -  TU3347
 TU3347  STATE/COUNTY-  HI/MAUI
 TU3347  USGS QUAD   -  
 TU3347
 TU3347                         *CURRENT SURVEY CONTROL
 TU3347  ___________________________________________________________________
 TU3347* NAD 83(1993)-  21 02 55.94894(N)    156 53 11.30780(W)     ADJUSTED  
 TU3347* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU3347  ___________________________________________________________________
 TU3347  EPOCH DATE  -        1993.62
 TU3347  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TU3347  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU3347
 TU3347  HORZ ORDER  -  THIRD
 TU3347
 TU3347.The horizontal coordinates were established by classical geodetic methods
 TU3347.and adjusted by the National Geodetic Survey in December 1998..
 TU3347.The horizontal coordinates are valid at the epoch date displayed above.
 TU3347.The epoch date for horizontal control is a decimal equivalence
 TU3347.of Year/Month/Day.
 TU3347
 TU3347.The orthometric height was scaled from a topographic map.
 TU3347
 TU3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3347
 TU3347.The geoid height was determined by GEOID03.
 TU3347
 TU3347;                    North         East     Units Scale Factor Converg.
 TU3347;SPC HI 2     -    79,232.865   477,154.670   MT  0.99997311   -0 04 44.2
 TU3347;UTM  04      - 2,329,012.077   719,621.835   MT  1.00019610   +0 45 33.9
 TU3347
 TU3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3347!SPC HI 2     -   0.99999732  x   0.99997311  =   0.99997043
 TU3347!UTM  04      -   0.99999732  x   1.00019610  =   1.00019342
 TU3347
 TU3347|---------------------------------------------------------------------|
 TU3347| PID    Reference Object                     Distance      Geod. Az  |
 TU3347|                                                           dddmmss.s |
 TU3347| CN5328 KAMALO 2 RM                                        10145     |
 TU3347| CN5329 KAMALO 2 RM 2                                      22501     |
 TU3347| TU3340 SON                                 APPROX. 0.9 KM 3001553.3 |
 TU3347| TU3341 PUU PAPAI RESET                     APPROX. 2.1 KM 3185024.3 |
 TU3347|---------------------------------------------------------------------|
 TU3347
 TU3347                          SUPERSEDED SURVEY CONTROL
 TU3347
 TU3347  NAD 83(1986)-  21 02 55.90332(N)    156 53 11.25875(W) AD(       ) 3
 TU3347  OLD HI      -  21 03 07.32000(N)    156 53 21.37000(W) AD(       ) 3
 TU3347
 TU3347.Superseded values are not recommended for survey control.
 TU3347.NGS no longer adjusts projects to the OLD HI datum.
 TU3347.See file dsdata.txt to determine how the superseded data were derived.
 TU3347
 TU3347_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1962229012(NAD 83)
 TU3347
 TU3347  HISTORY     - Date     Condition        Report By
 TU3347  HISTORY     - 1925     MONUMENTED       CGS
 TU3347  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3347  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3347  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3347  HISTORY     - 1968     SEE DESCRIPTION  USGS
 TU3347
 TU3347                          STATION DESCRIPTION
 TU3347
 TU3347'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3347'ON THE SOUTHERN COAST OF MOLOKAI, WEST OF KAMALO, AND NEAR
 TU3347'THE EAST END OF THE KAMAHUEHUE FISH POND.  STATION MARKED BY
 TU3347'A 3/4-INCH IRON PIPE SET FIRMLY IN THE GROUND ALONGSIDE THE
 TU3347'REMAINS OF A WOODEN POST, WHICH IS POSSIBLY THE ORIGINAL
 TU3347'STATION MARK.  THE PIPE PROJECTS ABOUT 1 FOOT ABOVE THE
 TU3347'GROUND.  THE REFERENCE MARKS ARE TWO STANDARD UNITED STATES
 TU3347'COAST AND GEODETIC SURVEY DISKS CEMENTED INTO THE NEAR-BY
 TU3347'INSHORE WALLS OF THE FISHPOND.  NO. 1 IS 8.52 METERS (28.0
 TU3347'FEET) FROM STATION IN AZUMITH 281 DEG 35 MIN.  AND NO. 2, 7.45
 TU3347'METERS (24.4 FEET), 45 DEG 01 MIN.
 TU3347
 TU3347                          STATION RECOVERY (1930)
 TU3347
 TU3347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3347'STATION IS ON THE S COAST OF MOLOKAI ISLAND.  LOCATION OF
 TU3347'STATION IS AS DESCRIBED.  THE TERRITORIAL GOVERNMENT HAS REMARKED
 TU3347'THE STATION ACCORDING TO NOTE 14 B.  A CONCRETE PLATFORM RESTS
 TU3347'ON THE GROUND AND PROJECTS ABOUT 12 IN. ABOVE IT.  A SIGNAL
 TU3347'POST IS CARRIED IN THE CONCRETE POST OVER THE STATION MARK,
 TU3347'WHICH IS IN A TUNNEL UNDER THE POST.  THE MARK IS A BRONZE DISK
 TU3347'WITH A CROSS IN THE CENTER LETTERED HAWAIIAN TERRITORIAL
 TU3347'SURVEY.
 TU3347
 TU3347                          STATION RECOVERY (1961)
 TU3347
 TU3347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRP)
 TU3347'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL FISH POND
 TU3347'IS NOW FILLED FROM SHORE TO THE ROCK WALL.  THE CONCRETE
 TU3347'PLATFORM HAD SETTLED OFF PLUMB AND WAS BROKEN.  THE CONCRETE
 TU3347'OBSERVING PLATFORM AND SIGNAL WERE REMOVED TO ALLOW AN INSTRUMENT
 TU3347'TO BE SET UP OVER THE MARK.
 TU3347'
 TU3347'THE REFERENCE MARK IS A STANDARD DISK UNSTAMPED AND SET IN CEMENT
 TU3347'BETWEEN ROCKS IN THE ROCK WALL.  THE ROCKS ARE LOOSE IN THIS WALL.
 TU3347
 TU3347                          STATION RECOVERY (1962)
 TU3347
 TU3347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3347'STATION WAS RECOVERED AND FOUND TO HAVE BEEN MOVED BY THE
 TU3347'ACTION OF SEVERE STORM WAVES.  REFERENCE MARK NUMBER 1 WAS
 TU3347'RECOVERED IN GOOD CONDITION. REFERENCE MARK NUMBER 2 WAS NOT
 TU3347'FOUND.
 TU3347'
 TU3347'ORIGINAL STATION MARK WAS A PIPE IN CONCRETE BLOCK.  IN 1930
 TU3347'THE HAWAII TERRITORIAL SURVEY REPLACED THIS MARK WITH A BRONZE
 TU3347'DISK SET IN TOP OF A 6-INCH-DIAMETER CONCRETE POST.  OVER
 TU3347'THE MARK THEY BUILT A TYPE B-1 SUPERSTRUCTURE.  THIS CONSISTS
 TU3347'OF A 6-FOOT SQUARE CONCRETE PLATFORM PROJECTING ABOUT 1 FOOT
 TU3347'ABOVE GROUND AND EXTENDING ABOUT 1 FOOT BELOW GROUND LEVEL.
 TU3347'
 TU3347'THIS CONCRETE PLATFORM, CARRYING THE STATION MARK IN ITS
 TU3347'CENTER, WAS FOUND SETTING ON A TILT TO THE EAST, IN MUD IN
 TU3347'SEVERAL INCHES OF WATER AND APPEARS TO BE GRADUALLY SETTLING ON
 TU3347'THIS ANGLE INTO THE MUD AS INDICATED BY THE FOLLOWING
 TU3347'MEASUREMENTS TO REFERENCE MARK NUMBER 1.
 TU3347'
 TU3347'1925 28.0 FT. (8.52 M)
 TU3347'
 TU3347'1961 27.62 FT. (8.42 M)
 TU3347'
 TU3347'1962 27.53 FT. (8.392 M)
 TU3347'
 TU3347'THE STATION SHOULD BE CONSIDERED UNUSEABLE.
 TU3347
 TU3347                          STATION RECOVERY (1968)
 TU3347
 TU3347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 TU3347'STATION NOT FOUND AFTER REPORTED TILTED IN THE MUD IN 1962.
 TU3347'
 TU3347'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3347'ON THE SOUTHERN COAST OF MOLOKAI, WEST OF KAMALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3336 ***********************************************************************
 TU3336  DESIGNATION -  KAMALO HARBOR SHACK
 TU3336  PID         -  TU3336
 TU3336  STATE/COUNTY-  HI/MAUI
 TU3336  USGS QUAD   -  
 TU3336
 TU3336                         *CURRENT SURVEY CONTROL
 TU3336  ___________________________________________________________________
 TU3336* NAD 83(1993)-  21 02 41.92105(N)    156 52 27.08659(W)     ADJUSTED  
 TU3336* LOCAL TIDAL -                                                        
 TU3336  ___________________________________________________________________
 TU3336  EPOCH DATE  -        1993.62
 TU3336  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 TU3336  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU3336
 TU3336  HORZ ORDER  -  THIRD
 TU3336
 TU3336.The horizontal coordinates were established by classical geodetic methods
 TU3336.and adjusted by the National Geodetic Survey in December 1998..
 TU3336.The horizontal coordinates are valid at the epoch date displayed above.
 TU3336.The epoch date for horizontal control is a decimal equivalence
 TU3336.of Year/Month/Day.
 TU3336
 TU3336
 TU3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3336
 TU3336.The geoid height was determined by GEOID03.
 TU3336
 TU3336;                    North         East     Units Scale Factor Converg.
 TU3336;SPC HI 2     -    78,799.741   478,430.795   MT  0.99997241   -0 04 28.3
 TU3336;UTM  04      - 2,328,597.576   720,904.451   MT  1.00020308   +0 45 49.3
 TU3336
 TU3336                          SUPERSEDED SURVEY CONTROL
 TU3336
 TU3336  NAD 83(1986)-  21 02 41.87493(N)    156 52 27.03723(W) AD(       ) 4
 TU3336  OLD HI      -  21 02 53.29000(N)    156 52 37.15000(W) AD(       ) 3
 TU3336
 TU3336.Superseded values are not recommended for survey control.
 TU3336.NGS no longer adjusts projects to the OLD HI datum.
 TU3336.See file dsdata.txt to determine how the superseded data were derived.
 TU3336
 TU3336_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2090428598(NAD 83)
 TU3336
 TU3336  HISTORY     - Date     Condition        Report By
 TU3336  HISTORY     - 1925     MONUMENTED       CGS
 TU3336  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3336  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3336
 TU3336                          STATION DESCRIPTION
 TU3336
 TU3336'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3336'ON SOUTHERN SHORE OF MOLOKAI, AT THE SEA END OF KAMALO WHARF,
 TU3336'THE SOUTH EXTREMITY OF THE RIDGE OF THE SINGLE SMALL SHACK.
 TU3336
 TU3336                          STATION RECOVERY (1961)
 TU3336
 TU3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRP)
 TU3336'THE STATION IS NO LONGER IN EXISTENCE, AS IT WAS DESTROYED
 TU3336'ABOUT 1958 BY STORM WAVES.  THE SHACK WAS LOCATED ON THE
 TU3336'SOUTHEAST CORNER OF THE KAMALO WHARF.  THE WHARF IS STILL
 TU3336'STANDING, HOWEVER ONLY THE APPROXIMATE LOCATION OF THE SHACK CAN
 TU3336'BE DETERMINED.
 TU3336'
 TU3336'STATION SHOULD BE PRESUMED LOST.
 TU3336
 TU3336                          STATION RECOVERY (1962)
 TU3336
 TU3336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3336'STATION HAS BEEN DESTROYED.  THE WHARF HAS BEEN REBUILT SINCE
 TU3336'THE DATE OF THE TRIANGULATION AND NO SHACK EXISTS ON THE
 TU3336'PRESENT WHARF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3217 ***********************************************************************
 TU3217  DESIGNATION -  KAMAO
 TU3217  PID         -  TU3217
 TU3217  STATE/COUNTY-  HI/MAUI
 TU3217  USGS QUAD   -  
 TU3217
 TU3217                         *CURRENT SURVEY CONTROL
 TU3217  ___________________________________________________________________
 TU3217* NAD 83(1993)-  20 45 47.73414(N)    156 52 59.16169(W)     ADJUSTED  
 TU3217* LOCAL TIDAL -       409.7    (meters)    1344.     (feet)  VERT ANG  
 TU3217  ___________________________________________________________________
 TU3217  EPOCH DATE  -        1993.62
 TU3217  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 TU3217  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU3217
 TU3217  HORZ ORDER  -  SECOND
 TU3217
 TU3217.The horizontal coordinates were established by classical geodetic methods
 TU3217.and adjusted by the National Geodetic Survey in December 1998..
 TU3217.The horizontal coordinates are valid at the epoch date displayed above.
 TU3217.The epoch date for horizontal control is a decimal equivalence
 TU3217.of Year/Month/Day.
 TU3217
 TU3217.The orthometric height was determined by vertical angle observations.
 TU3217
 TU3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3217
 TU3217.The geoid height was determined by GEOID03.
 TU3217
 TU3217;                    North         East     Units Scale Factor Converg.
 TU3217;SPC HI 2     -    47,611.150   477,462.710   MT  0.99997294   -0 04 36.2
 TU3217;UTM  04      - 2,297,391.062   720,389.692   MT  1.00020030   +0 45 02.7
 TU3217
 TU3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3217!SPC HI 2     -   0.99993307  x   0.99997294  =   0.99990602
 TU3217!UTM  04      -   0.99993307  x   1.00020030  =   1.00013336
 TU3217
 TU3217|---------------------------------------------------------------------|
 TU3217| PID    Reference Object                     Distance      Geod. Az  |
 TU3217|                                                           dddmmss.s |
 TU3217| CN5331 KAMAO RM 2                            2.880 METERS 03849     |
 TU3217| TU3214 PUU MANU                            APPROX. 2.0 KM 0431744.9 |
 TU3217| CN5330 KAMAO RM 1                            4.560 METERS 13025     |
 TU3217| TU3218 CAIRN ON HILL                       APPROX. 0.6 KM 2983619.0 |
 TU3217|---------------------------------------------------------------------|
 TU3217
 TU3217                          SUPERSEDED SURVEY CONTROL
 TU3217
 TU3217  NAD 83(1986)-  20 45 47.69058(N)    156 52 59.12350(W) AD(       ) 2
 TU3217  OLD HI      -  20 45 59.06000(N)    156 53 09.23300(W) AD(       ) 2
 TU3217
 TU3217.Superseded values are not recommended for survey control.
 TU3217.NGS no longer adjusts projects to the OLD HI datum.
 TU3217.See file dsdata.txt to determine how the superseded data were derived.
 TU3217
 TU3217_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH2039097391(NAD 83)
 TU3217_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3217_SETTING: 66 = SET IN ROCK OUTCROP
 TU3217
 TU3217  HISTORY     - Date     Condition        Report By
 TU3217  HISTORY     - 1962     MONUMENTED       CGS
 TU3217  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3217
 TU3217                          STATION DESCRIPTION
 TU3217
 TU3217'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3217'STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTHEAST OF LANAI CITY
 TU3217'AND 1-1/2 MILES NORTH OF MANELE BAY.  AT ABOUT 1340 FEET
 TU3217'ELEVATION, ON THE THIRD KNOLL DOWN FROM THE NORTHWEST AND
 TU3217'HIGHEST END OF A BARE RIDGE.  THERE IS A HIGHER RIDGE TO THE
 TU3217'EAST AND ONE OF ABOUT THE SAME ELEVATION 1/4 MILE TO THE WEST.
 TU3217'
 TU3217'TO REACH STATION FROM THE JUNCTION OF HIGHWAYS 44 AND 441 AT
 TU3217'THE SOUTH EDGE OF LANAI CITY, GO SOUTHERLY ON HIGHWAY 441 FOR
 TU3217'1.7 MILES TO PAVED FORK.  TAKE LEFT FORK FOR 1.5 MILES TO END OF
 TU3217'PAVED ROAD.  CONTINUE AHEAD ON GRADED ROAD FOR 0.2 MILE TO SIDE
 TU3217'ROAD LEFT.  CONTINUE AHEAD ON GRADED ROAD ACROSS PINEAPPLE
 TU3217'FIELD FOR 0.6 MILE TO T-INTERSECTION AT SOUTH EDGE OF FIELD.
 TU3217'TURN RIGHT AND GO ALONG BASE OF HILL FOR 0.3 MILE TO STEEP SIDE
 TU3217'ROAD LEFT.  TURN LEFT AND FOLLOW ROAD SOUTH UPHILL FOR 0.15
 TU3217'MILE TO PINEAPPLE FIELD.  FORK LEFT AND GO 50 YARDS TO FORK.
 TU3217'TAKE RIGHT FORK AND GO 0.05 MILE TO FORK.  TAKE RIGHT FORK AND
 TU3217'FOLLOW TRACK ROAD DIAGONALLY ACROSS PINEAPPLE FIELD SOUTHWEST
 TU3217'FOR 0.45 MILE TO CROSSROAD.  BEAR LEFT AND FOLLOW TRACK ROAD
 TU3217'SOUTH ALONG GRASSY SLOPE FOR 0.4 MILE TO SOUTHEAST SIDE OF HILL
 TU3217'ON RIGHT.  GO LEFT, LEAVING ROAD, AND PICK WAY SOUTHEAST ACROSS
 TU3217'BARE, RED, ERODED AREA FOR 0.35 MILE TO WASH AT BASE OF
 TU3217'RIDGE ON LEFT, JUST BEFORE REACHING LARGE, LONE KIAWE TREE, AND
 TU3217'END OF TRUCK TRAVEL.  PACK SOUTHEAST UP ONTO RIDGE AND ALONG
 TU3217'CREST FOR ABOUT 200 YARDS TO STATION.
 TU3217'
 TU3217'STATION MARK IS A STANDARD DISK STAMPED KAMAO 1962, CEMENTED IN
 TU3217'A DRILL HOLE IN A 2 FOOT DIAMETER BOULDER THAT PROJECTS 3 INCHES
 TU3217'ABOVE GROUND.  IT IS 15 FEET SOUTHEAST OF A LONG KIAWE BUSH.
 TU3217'
 TU3217'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAMAO NO
 TU3217'1 1962, CEMENTED IN A DRILL HOLE IN A 2 X 2-FOOT BOULDER THAT
 TU3217'PROJECTS 2 FEET ABOVE GROUND.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 TU3217'STATION.
 TU3217'
 TU3217'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAMAO NO 2
 TU3217'1962, CEMENTED IN A DRILL HOLE IN A 4 X 4-FOOT BOULDER THAT PROJECTS
 TU3217'1-1/2 FEET ABOVE GROUND.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 TU3217'STATION MARK.
 TU3217
 TU3217                          STATION RECOVERY (1964)
 TU3217
 TU3217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3217'THE STATION WAS RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2362 ***********************************************************************
 TU2362  DESIGNATION -  KAMEHAME
 TU2362  PID         -  TU2362
 TU2362  STATE/COUNTY-  HI/HAWAII
 TU2362  USGS QUAD   -  PAHALA (1995)
 TU2362
 TU2362                         *CURRENT SURVEY CONTROL
 TU2362  ___________________________________________________________________
 TU2362* NAD 83(1993)-  19 08 41.16854(N)    155 27 57.40301(W)     ADJUSTED  
 TU2362* LOCAL TIDAL -        17.0    (meters)      56.     (feet)  VERT ANG  
 TU2362  ___________________________________________________________________
 TU2362  EPOCH DATE  -        1993.62
 TU2362  LAPLACE CORR-         -10.39  (seconds)                    DEFLEC99
 TU2362  GEOID HEIGHT-          18.77  (meters)                     GEOID03
 TU2362
 TU2362  HORZ ORDER  -  SECOND
 TU2362
 TU2362.The horizontal coordinates were established by classical geodetic methods
 TU2362.and adjusted by the National Geodetic Survey in December 1998..
 TU2362.The horizontal coordinates are valid at the epoch date displayed above.
 TU2362.The epoch date for horizontal control is a decimal equivalence
 TU2362.of Year/Month/Day.
 TU2362
 TU2362.The orthometric height was determined by vertical angle observations.
 TU2362
 TU2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2362
 TU2362.The geoid height was determined by GEOID03.
 TU2362
 TU2362;                    North         East     Units Scale Factor Converg.
 TU2362;SPC HI 1     -    34,472.623   503,582.458   MT  0.99996683   +0 00 40.2
 TU2362;UTM  05      - 2,118,677.295   240,621.519   MT  1.00043172   -0 48 33.0
 TU2362
 TU2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2362!SPC HI 1     -   0.99999438  x   0.99996683  =   0.99996121
 TU2362!UTM  05      -   0.99999438  x   1.00043172  =   1.00042609
 TU2362
 TU2362                          SUPERSEDED SURVEY CONTROL
 TU2362
 TU2362  NAD 83(1986)-  19 08 41.14715(N)    155 27 57.44831(W) AD(       ) 2
 TU2362  OLD HI      -  19 08 51.97800(N)    155 28 07.46100(W) AD(       ) 2
 TU2362
 TU2362.Superseded values are not recommended for survey control.
 TU2362.NGS no longer adjusts projects to the OLD HI datum.
 TU2362.See file dsdata.txt to determine how the superseded data were derived.
 TU2362
 TU2362_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4062218677(NAD 83)
 TU2362
 TU2362  HISTORY     - Date     Condition        Report By
 TU2362  HISTORY     - 1897     MONUMENTED       HIGS
 TU2362  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2362  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2362  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2362  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2362
 TU2362                          STATION DESCRIPTION
 TU2362
 TU2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2362'ON THE SOUTHERN COAST OF HAWAII, IN SOUTHERN KA-U, IN THE LAND
 TU2362'OF MOAULA, ON THE SUMMIT OF THE FIRST CINDER CONE, KAMEHAME
 TU2362'HILL, ON THE SHORE EAST-NORTHEAST OF PUNALUU AND DISTANT
 TU2362'THEREFROM 2-1/2 MILES.  ORIGINALLY MARKED BY A TRIANGLE CUT IN
 TU2362'THE ROCK.  IN 1914 A STANDARD BRONZE DISK WAS SET INSIDE THIS
 TU2362'TRIANGLE.  A CAIRN AT THE STATION IS 14 FEET THROUGH AT
 TU2362'BASE AND 12 FEET HIGH, WITH TERRACED SIDES.  IT IS BUT 4 OR 5
 TU2362'FEET FROM THE ERODING EDGE OF THE CLIFF.  A REFERENCE MARK WAS
 TU2362'ACCORDINGLY SET IN 1914, A VERY LARGE BOWLDER WAS PLACED IN A
 TU2362'PIT ON CREST OF THE HILL AND MARKED WITH DRILL HOLE AND
 TU2362'CROWS FOOT.  THE DRILL HOLE IS 10.9 METERS (36 FEET) FROM
 TU2362'THE STATION IN AZIMUTH 170 DEG 42.9 MIN.  CAIRN WAS
 TU2362'WHITEWASHED.
 TU2362
 TU2362                          STATION RECOVERY (1929)
 TU2362
 TU2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2362'STATION FOUND AS DESCRIBED, EXCEPT THAT IT IS NOW ABOUT 2
 TU2362'FEET FROM THE ERODING EDGE OF THE CLIFF.
 TU2362
 TU2362                          STATION RECOVERY (1949)
 TU2362
 TU2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2362'THE 1914 STATION WAS RECOVERED IN GOOD CONDITION AND THE
 TU2362'DISTANCE TO THE REFERENCE MARK WAS CHECKED.  THIS STATION WAS
 TU2362'ORIGINALLY ESTABLISHED BY THE HAWAIIAN GOVERNMENT SURVEY IN
 TU2362'1897 AND WAS MARKED BY A TRIANGLE CARVED INTO A ROCK.  IN 1914
 TU2362'E. R. HAND OF THE U.S. COAST AND GEODETIC SURVEY RECOVERED THE
 TU2362'ORIGINAL STATION AND SET A STANDARD DISK IN THE CENTER OF THE
 TU2362'CARVED TRIANGLE BUT MADE NOTE OF THE FACT THAT THE DISK WAS
 TU2362'ONLY 4 OR 5 FEET FROM THE ERODING EDGE OF A BLUFF AND IN ORDER
 TU2362'TO PRESERVE THE POSITION OF THIS STATION HE ESTABLISHED A
 TU2362'REFERENCE MARK IN A LARGE BOULDER.  THE REFERENCE MARK IS A
 TU2362'DRILL HOLE AND CROWS FOOT AND IS 10.9 METERS FROM THE
 TU2362'STATION DISK IN AZIMUTH 170-42.9 FT.  IN 1938 THE HAWAIIAN
 TU2362'TERRITORY SURVEY ESTABLISHED A NEW STATION 41.5 FEET
 TU2362'NORTHWEST OF THE ORIGINAL STATION WHICH THEY NAMED
 TU2362'KAMEHAME NEW AND IT WAS THIS STATION WHICH WAS USED IN THE
 TU2362'1949 SURVEY.  THE ORIGINAL STATION IS NOW ABOUT 6 INCHES FROM
 TU2362'THE EDGE OF THE BLUFF.
 TU2362
 TU2362                          STATION RECOVERY (1967)
 TU2362
 TU2362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2362'STATION IS GONE.  THE EDGE OF THE BLUFF HAS ERODED AWAY UNTIL
 TU2362'IT IS NOW ABOUT 2 FEET BEYOND WHERE STATION WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2363 ***********************************************************************
 TU2363  DESIGNATION -  KAMEHAME NEW
 TU2363  PID         -  TU2363
 TU2363  STATE/COUNTY-  HI/HAWAII
 TU2363  USGS QUAD   -  PAHALA (1995)
 TU2363
 TU2363                         *CURRENT SURVEY CONTROL
 TU2363  ___________________________________________________________________
 TU2363* NAD 83(1993)-  19 08 41.53941(N)    155 27 57.59127(W)     ADJUSTED  
 TU2363* LOCAL TIDAL -        16.5    (meters)      54.     (feet)  VERT ANG  
 TU2363  ___________________________________________________________________
 TU2363  EPOCH DATE  -        1993.62
 TU2363  LAPLACE CORR-         -10.39  (seconds)                    DEFLEC99
 TU2363  GEOID HEIGHT-          18.77  (meters)                     GEOID03
 TU2363
 TU2363  HORZ ORDER  -  FIRST
 TU2363
 TU2363.The horizontal coordinates were established by classical geodetic methods
 TU2363.and adjusted by the National Geodetic Survey in December 1998..
 TU2363.The horizontal coordinates are valid at the epoch date displayed above.
 TU2363.The epoch date for horizontal control is a decimal equivalence
 TU2363.of Year/Month/Day.
 TU2363
 TU2363.The orthometric height was determined by vertical angle observations.
 TU2363
 TU2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2363
 TU2363.The geoid height was determined by GEOID03.
 TU2363
 TU2363;                    North         East     Units Scale Factor Converg.
 TU2363;SPC HI 1     -    34,484.025   503,576.955   MT  0.99996682   +0 00 40.1
 TU2363;UTM  05      - 2,118,688.781   240,616.176   MT  1.00043175   -0 48 33.1
 TU2363
 TU2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2363!SPC HI 1     -   0.99999446  x   0.99996682  =   0.99996128
 TU2363!UTM  05      -   0.99999446  x   1.00043175  =   1.00042620
 TU2363
 TU2363|---------------------------------------------------------------------|
 TU2363| PID    Reference Object                     Distance      Geod. Az  |
 TU2363|                                                           dddmmss.s |
 TU2363| CN5333 KAMEHAME NEW RM 3                     4.919 METERS 00337     |
 TU2363| CN5332 KAMEHAME NEW RM 1                     3.886 METERS 09457     |
 TU2363| TU2362 KAMEHAME                             12.661 METERS 15415     |
 TU2363| TU2439 HONUAPO HUTCHINSON STACK 1967       APPROX.10.6 KM 2352544.9 |
 TU2363| TU2440 HONUAPO HUTCHINSON MILL STACK       APPROX.10.6 KM 2352642.6 |
 TU2363| TU2365 PAHALA HAWAIIAN AG CO STACK         APPROX. 5.9 KM 3485545.8 |
 TU2363| TU2370 PAHALA KAU SUGAR CO STACK           APPROX. 5.9 KM 3493109.8 |
 TU2363|---------------------------------------------------------------------|
 TU2363
 TU2363                          SUPERSEDED SURVEY CONTROL
 TU2363
 TU2363  NAD 83(1986)-  19 08 41.51790(N)    155 27 57.63651(W) AD(       ) 1
 TU2363  OLD HI      -  19 08 52.34900(N)    155 28 07.64900(W) AD(       ) 1
 TU2363
 TU2363.Superseded values are not recommended for survey control.
 TU2363.NGS no longer adjusts projects to the OLD HI datum.
 TU2363.See file dsdata.txt to determine how the superseded data were derived.
 TU2363
 TU2363_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4061618689(NAD 83)
 TU2363_MARKER: DD = SURVEY DISK
 TU2363_SETTING: 0 = UNSPECIFIED SETTING
 TU2363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU2363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2363
 TU2363  HISTORY     - Date     Condition        Report By
 TU2363  HISTORY     - 1949     MONUMENTED       HITS
 TU2363  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2363  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2363  HISTORY     - 19791001 SEE DESCRIPTION  NOS
 TU2363
 TU2363                          STATION DESCRIPTION
 TU2363
 TU2363'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (LCW)
 TU2363'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT CINDER HILL
 TU2363'WHICH LIES ABOUT 4 MILES SOUTH OF PAHALA, ABOUT 2-1/2 MILES EAST
 TU2363'NORTHEAST OF PUNALUU, 2-1/2 MILES SOUTHEAST OF THE ROAD WHICH RUNS
 TU2363'BETWEEN HILO AND NAALEHU, ABOUT 75 FEET NORTHWEST OF THE SEA AND
 TU2363'42 FEET NORTHWEST OF THE EDGE OF A STEEP BLUFF.
 TU2363'
 TU2363'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO NORTHEAST, ON THE
 TU2363'ROAD WHICH LEADS TOWARD HILO, FOR 3.5 MILES.  PASS THE SUGAR MILL
 TU2363'IN THE VILAGE OF HONUAPO AND GO NORTHEASTERLY, TOWARD HILO, FOR
 TU2363'5.0 MILES.  TURN RIGHT, AS PER THE SIGN READING PUNALUU, AND GO
 TU2363'SOUTHEAST FOR 0.75 MILE.  TURN LEFT, ONTO AN OLD RAILROAD GRADE,
 TU2363'AND GO SOUTHEAST FOR 0.35 MILE TO THE END OF THE ROAD AT THE
 TU2363'SITE OF AN OLD WAREHOUSE.  FROM THIS POINT PACK EAST SOUTHEAST,
 TU2363'ALONG THE BEACH, FOR ABOUT 2-1/2 MILES TO THE STATION.
 TU2363'
 TU2363'THE STATION IS THE CENTER OF A 2-1/2 INCH PIPE WHICH PROJECTS
 TU2363'ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF CONCRETE WHICH
 TU2363'IS ABOUT 6 FEET ON EACH SIDE AND IS ABOUT 6 INCHES HIGHER THAN
 TU2363'THE GROUND.
 TU2363'
 TU2363'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAMEHAME NO
 TU2363'1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT FIVE
 TU2363'FEET IN DIAMETER AND PROJECTS ABOUT 2 FEET.  IT IS LOCATED ABOUT
 TU2363'THE SAME ELEVATION AS THE STATION.
 TU2363'
 TU2363'KAMEHAME IS A STANDARD DISK, UNSTAMPED, SET INTO A DRILL HOLE IN
 TU2363'A FLAT BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND
 TU2363'IS ABOUT 1 FOOT HIGHER THAN THE STATION.  IT LIES ABOUT 6 INCHES
 TU2363'NORTHWEST OF THE EDGE OF THE SEA BLUFF.
 TU2363
 TU2363                          STATION RECOVERY (1967)
 TU2363
 TU2363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2363'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN GOOD
 TU2363'CONDITION.  OLD STATION KAMEHAME (HGS) 1897 IS GONE DUE TO EROSION
 TU2363'OF EDGE OF BLUFF.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2363'
 TU2363'STATION IS LOCATED ALONG SOUTHERN COAST OF THE ISLAND, ABOUT
 TU2363'3-1/2 MILES SOUTH OF PAHALA AND 2-1/2 MILES EAST-NORTHEAST OF
 TU2363'PUNALUU, ON A CINDER HILL OF ABOUT 53 FEET ELEVATION THAT HAS LOW
 TU2363'BRUSH ON IT AND IS EASILY IDENTIFIED BECAUSE OF ITS GREEN COLOR
 TU2363'WHEN SEEN FROM UP ON STATE HIGHWAY 11.  THE HILL TERMINATES IN A
 TU2363'SHEER BLUFF ON THE SOUTH SIDE AND OVERLOOKS THE FIRST BLACK SAND
 TU2363'BEACH ALONG THE COAST EASTWARD FROM PUNALUU.
 TU2363'
 TU2363'TO REACH STATION FROM THE POST OFFICE PAHALA, GO SOUTHEAST ON
 TU2363'PIKAKE ST. FOR 0.2 MILE.  TURN RIGHT ON STATE HIGHWAY 15 AND GO
 TU2363'0.85 MILE.  TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 11 FOR
 TU2363'3.8 MILES.  TURN LEFT ON THE PUNALUU ROAD AND GO SOUTHEAST
 TU2363'DOWNGRADE FOR 0.75 MILE.  TURN LEFT ONTO OLD RAILROAD GRADE AND
 TU2363'GO 0.35 MILE TO END OF ROAD AT OLD CONCRETE FOUNDATIONS.  WALK
 TU2363'EASTERLY ON BEACH TRAIL FOR ABOUT 2-1/2 MILES TO STATION.
 TU2363'PACKING TIME ABOUT 2 HOURS.
 TU2363'
 TU2363'STATION MARK IS THE CENTER OF A 2-1/2-INCH IRON PIPE THAT PROJECTS
 TU2363'16 INCHES FROM THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM THAT
 TU2363'IS 7 FEET ON EACH SIDE AND PROJECTS 6 INCHES ABOVE GROUND.  THE
 TU2363'WORDS KAMEHAME NEW HTS ARE INSCRIBED IN THE CONCRETE
 TU2363'PLATFORM.  STATION IS NOW 40 FEET NORTHWEST OF EDGE OF BLUFF.
 TU2363'
 TU2363'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAMEHAME
 TU2363'NO 1 1949, CEMENTED IN A DRILL HOLE IN A 3 X 4-FOOT, SQUARE BOULDER
 TU2363'THAT PROJECTS 20 INCHES ABOVE GROUND, AND IS ABOUT 1-1/2 FEET
 TU2363'LOWER THAN TOP OF STATION PIPE.  NOTE--THE REFERENCE MARK IS IN
 TU2363'THE SAME ROCK AS THE DRILL OLE AND CROWS FOOT REFERENCE MARK
 TU2363'ESTABLISHED BY E.R. HAND IN 1914, AND IS 8 INCHES EAST OF THAT
 TU2363'MARK.
 TU2363
 TU2363                          STATION RECOVERY (1977)
 TU2363
 TU2363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2363'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 TU2363'CONDITION.  THE DISTANCES AND DIRECTIONS MEASURED ON THIS DATE
 TU2363'COMPARE FAVORABLY WITH THE 1949 AND 1967 MEASUREMENTS.  A NEW
 TU2363'REFERENCE MARK 3 WAS ESTABLISHED.  THE 1967 RECOVERY NOTE IS
 TU2363'ADEQUATE WITH THE FOLLOWING ADDITIONS.
 TU2363'
 TU2363'TO REACH THE STATION FROM THE INTERSECTION OF PIKAKE AND KAMANI
 TU2363'STREETS, JUST NORTH OF THE PAHALA POST OFFICE, GO EAST ON KAMANI
 TU2363'STREET 0.4 MILE TO THE INTERSECTION OF STATE HIGHWAY 11.  TURN
 TU2363'RIGHT AND GO SOUTHWEST ALONG HIGHWAY 11 FOR 0.75 MILE TO SIDE ROAD
 TU2363'LEFT AND METAL GATE.  TURN LEFT THROUGH GATE AND FOLLOW DIRT ROAD
 TU2363'TOWARD CITY DUMP FOR 0.8 MILE TO FORK.  TAKE RIGHT FORK AND GO
 TU2363'SOUTH 0.4 MILE TO A LOCKED GATE.  PASS THROUGH GATE AND TURN
 TU2363'RIGHT, GO SOUTH 0.3 MILE TO WOODEN GATES.  TURN LEFT AND FOLLOW
 TU2363'ALONG NORTH SIDE OF FENCE 0.15 MILES TO METAL GATE.  PASS THROUGH
 TU2363'GATE AND CONTINUE EAST 0.15 MILES TO LOCKED GATE.  PASS
 TU2363'THROUGH GATE AND CONTINUE 2.05 MILES TO ROAD FORK.  TURN RIGHT
 TU2363'AND FOLLOW ROAD ALONG BEACH 0.15 MILES.  PACK SOUTHWEST ALONG
 TU2363'BEACH FOR 0.5 MILE TO SMALL HILL AND THE STATION SITE.  THE
 TU2363'STATION IS LOCATED ON PARKER RANCH PROPERTY.
 TU2363'
 TU2363'REFERENCE MARK 3 IS A NGS DISK STAMPED KAMEHAME NEW 1949 NO 3
 TU2363'1978, CEMENTED IN A ROCK OUTCROP FLUSH WITH THE GROUND AND ABOUT
 TU2363'2 FEET LOWER THAN THE STATION.
 TU2363'
 TU2363'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2363
 TU2363                          STATION RECOVERY (1979)
 TU2363
 TU2363'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2363'THE STATION AND REFERENCE MARKS ONE AND THREE WERE RECOVERED IN GOOD
 TU2363'CONDITION AS DESCRIBED IN 1977.  THE STATION IS THE CENTER OF A 2.5
 TU2363'INCH IRON PIPE PROJECTING 6 INCHES ABOVE A TRIANGULAR CONCRETE SLAB
 TU2363'WHICH IS FLUSH WITH THE GROUND.  THE INITIAL 2 MI (3.2 KM) OF THE
 TU2363'APPROACH TO THIS STATION IS THROUGH A REGION THAT IS CONSTANTLY BEING
 TU2363'ALTERED BY OUTWASH FROM THE KAU SUGAR MILL IN PAHALA AND BY FLASH
 TU2363'FLOODING. CONTACT THE KAU SUGAR MILL OF KAWAIHAI RANCH FOR ASSISTANCE
 TU2363'IN CROSSING THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1266 ***********************************************************************
 TU1266  DESIGNATION -  KAMEHAMEHA SCHOOL CUPOLA
 TU1266  PID         -  TU1266
 TU1266  STATE/COUNTY-  HI/HONOLULU
 TU1266  USGS QUAD   -  HONOLULU (1983)
 TU1266
 TU1266                         *CURRENT SURVEY CONTROL
 TU1266  ___________________________________________________________________
 TU1266* NAD 83(1993)-  21 20 31.73301(N)    157 51 19.58709(W)     ADJUSTED  
 TU1266* LOCAL TIDAL -                                                        
 TU1266  ___________________________________________________________________
 TU1266  EPOCH DATE  -        1993.62
 TU1266  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 TU1266  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU1266
 TU1266  HORZ ORDER  -  THIRD
 TU1266
 TU1266.The horizontal coordinates were established by classical geodetic methods
 TU1266.and adjusted by the National Geodetic Survey in December 1998..
 TU1266.The horizontal coordinates are valid at the epoch date displayed above.
 TU1266.The epoch date for horizontal control is a decimal equivalence
 TU1266.of Year/Month/Day.
 TU1266
 TU1266
 TU1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1266
 TU1266.The geoid height was determined by GEOID03.
 TU1266
 TU1266;                    North         East     Units Scale Factor Converg.
 TU1266;SPC HI 3     -    19,436.051   514,995.215   MT  0.99999278   +0 03 09.4
 TU1266;UTM  04      - 2,360,446.333   618,685.322   MT  0.99977406   +0 24 59.7
 TU1266
 TU1266                          SUPERSEDED SURVEY CONTROL
 TU1266
 TU1266  NAD 83(1986)-  21 20 31.68274(N)    157 51 19.59661(W) AD(       ) 4
 TU1266  OLD HI      -  21 20 43.07000(N)    157 51 29.48000(W) AD(       ) 3
 TU1266
 TU1266.Superseded values are not recommended for survey control.
 TU1266.NGS no longer adjusts projects to the OLD HI datum.
 TU1266.See file dsdata.txt to determine how the superseded data were derived.
 TU1266
 TU1266_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1868560446(NAD 83)
 TU1266
 TU1266  HISTORY     - Date     Condition        Report By
 TU1266  HISTORY     - 1932     MONUMENTED       CGS
 TU1266  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1266
 TU1266                          STATION DESCRIPTION
 TU1266
 TU1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CKG)
 TU1266'THE CUPOLA OF KAMAHAMEHA SCHOOL, A GROUP OF BUILDINGS ON THE SLOPES
 TU1266'2 MILES N OF HONOLULU, AT AN ELEVATION OF ABOUT 500 FEET, 1/4
 TU1266'MILE E OF KALIHI STREAM.  THE BUILDINGS ARE EASILY SEEN FROM
 TU1266'SEVERAL MILES TO S AND W AND APPEAR LOW AND FLAT AND ARE TAN
 TU1266'COLORED.  THE CUPOLA IS SMALL AND HAS A SHORT CHIMNEY (ONLY A FEW
 TU1266'FEET SHOWING) ON ITS TOP.
 TU1266
 TU1266                          STATION RECOVERY (1964)
 TU1266
 TU1266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1266'STATION WAS IDENTIFIED BY ANGLE FROM STATION PUNCHBOWL AND RECOVERED
 TU1266'IN GOOD CONDITION.  THE CUPOLA IS ABOUT 6 FEET SQUARE AND 6 FEET
 TU1266'HIGH, WITH A PEAKED, GREEN TILE ROOF.  THERE IS A SHORT,
 TU1266'CYLINDRICAL ORNAMENT ON TOP.  CUPOLA IS LOCATED ON THE WING ON THE
 TU1266'NORTHEAST SIDE OF THE GIRLS BUILDING AT KAMEHAMEHA SCHOOL,
 TU1266'WHICH IS 2 MILES DUE NORTH OF DOWNTOWN HONOLULU ON A RIDGE ABOUT
 TU1266'MIDWAY BETWEEN LIKELIKE HIGHWAY AND PALI HIGHWAY, AT ABOUT
 TU1266'750 FEET ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2065 ***********************************************************************
 TU2065  DESIGNATION -  KAMILO RESET
 TU2065  PID         -  TU2065
 TU2065  STATE/COUNTY-  HI/HAWAII
 TU2065  USGS QUAD   -  KA LAE (1982)
 TU2065
 TU2065                         *CURRENT SURVEY CONTROL
 TU2065  ___________________________________________________________________
 TU2065* NAD 83(1993)-  18 58 12.51444(N)    155 36 05.85051(W)     ADJUSTED  
 TU2065* LOCAL TIDAL -         5.5    (meters)      18.     (feet)  VERT ANG  
 TU2065  ___________________________________________________________________
 TU2065  EPOCH DATE  -        1993.62
 TU2065  LAPLACE CORR-          -8.22  (seconds)                    DEFLEC99
 TU2065  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU2065
 TU2065  HORZ ORDER  -  SECOND
 TU2065
 TU2065.The horizontal coordinates were established by classical geodetic methods
 TU2065.and adjusted by the National Geodetic Survey in December 1998..
 TU2065.The horizontal coordinates are valid at the epoch date displayed above.
 TU2065.The epoch date for horizontal control is a decimal equivalence
 TU2065.of Year/Month/Day.
 TU2065
 TU2065.The orthometric height was determined by vertical angle observations.
 TU2065
 TU2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2065
 TU2065.The geoid height was determined by GEOID03.
 TU2065
 TU2065;                    North         East     Units Scale Factor Converg.
 TU2065;SPC HI 1     -    15,146.154   489,298.130   MT  0.99996808   -0 01 58.9
 TU2065;UTM  05      - 2,099,546.619   226,055.684   MT  1.00052779   -0 50 46.5
 TU2065
 TU2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2065!SPC HI 1     -   0.99999672  x   0.99996808  =   0.99996480
 TU2065!UTM  05      -   0.99999672  x   1.00052779  =   1.00052451
 TU2065
 TU2065|---------------------------------------------------------------------|
 TU2065| PID    Reference Object                     Distance      Geod. Az  |
 TU2065|                                                           dddmmss.s |
 TU2065| CN5335 KAMILO RM 1                           6.020 METERS 18607     |
 TU2065| CN5334 KAMILO AZ MK                                       2582210.7 |
 TU2065| CN5336 KAMILO RM 2                           7.416 METERS 31351     |
 TU2065|---------------------------------------------------------------------|
 TU2065
 TU2065                          SUPERSEDED SURVEY CONTROL
 TU2065
 TU2065  NAD 83(1986)-  18 58 12.49736(N)    155 36 05.90186(W) AD(       ) 2
 TU2065  OLD HI      -  18 58 23.30000(N)    155 36 15.91900(W) AD(       ) 2
 TU2065
 TU2065.Superseded values are not recommended for survey control.
 TU2065.NGS no longer adjusts projects to the OLD HI datum.
 TU2065.See file dsdata.txt to determine how the superseded data were derived.
 TU2065
 TU2065_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA2605699547(NAD 83)
 TU2065_MARKER: DD = SURVEY DISK
 TU2065_SETTING: 0 = UNSPECIFIED SETTING
 TU2065_STAMPING: KAMILO 1938-1979
 TU2065_MARK LOGO: NOS   
 TU2065_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU2065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2065
 TU2065  HISTORY     - Date     Condition        Report By
 TU2065  HISTORY     - 1938     MONUMENTED       HITS
 TU2065  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2065  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2065  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2065  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2065  HISTORY     - 19791001 POOR             NOS
 TU2065
 TU2065                          STATION DESCRIPTION
 TU2065
 TU2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2065'ON SOUTHERN COAST OF HAWAII, IN SOUTHERN KA-U, ON KAMILO POINT,
 TU2065'ABOUT 3/4 MILE EAST OF KAALUALU BAY, AND ABOUT 150 METERS INSIDE
 TU2065'THE HIGH-WATER LINE.  MARKED BY A DRILL HOLE AND CROSS CUT IN THE
 TU2065'SOLID ROCK.  OVER THE MARK IS BUILT A LARGE CAIRN, 10 FEET HIGH,
 TU2065'AND 12 FEET IN DIAMETER AT BASE, TERRACED, WITH VERTICAL SIDES,
 TU2065'AND PAINTED WHITE.  ITS TOP IS 21 FEET ABOVE MEAN HIGH WATER.
 TU2065
 TU2065                          STATION RECOVERY (1949)
 TU2065
 TU2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2065'AT THE TIME OF THIS SURVEY A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2065'ABOUT 2 FEET FROM THE TOP OF A CIRCULAR STONE AND CONCRETE
 TU2065'PLATFORM WAS USED AS THE STATION.  THIS PIPE WAS REPORTEDLY
 TU2065'CENTERED OVER THE ORIGINAL STATION BY THE TERRITORY SURVEY
 TU2065'DEPARTMENT WHEN THE OLD CAIRN WAS CEMENTED INTO A CIRCULAR
 TU2065'PLATFORM.  A NEW DESCRIPTION FOLLOWS--
 TU2065'
 TU2065'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF WAIOHINU, ABOUT 6.5
 TU2065'MILES NORTHEAST OF SOUTH POINT (KA LAE), ABOUT 0.6 MILE EAST OF THE
 TU2065'DOCK ON PAKEA POINT ABOUT 150 METERS NORTH OF THE SEA AND 100 FEET
 TU2065'NORTH OF A DIM ROAD.
 TU2065'
 TU2065'TO REACH FROM THE SCHOOL HOUSE AND CHURCH, IN THE VILLAGE OF
 TU2065'WAIOHINU.  GO WEST AND NORTH, ON THE ROAD WHICH LEADS TOWARD
 TU2065'CAPTAIN COOK, FOR 4 MILES.  TURN LEFT, AS PER THE SIGN READING
 TU2065'SOUTH POINT, AND GO SOUTH FOR 4.4 MILES.  TURN LEFT, ONTO A
 TU2065'DIRT ROAD, AND GO SOUTHERLY FOR 1.5 MILES.  TURN LEFT, PASS
 TU2065'THROUGH A BOARD GATE, AND GO EASTERLY FOR 0.4 MILE.  PASS
 TU2065'THROUGH A BOARD GATE AND FOLLOW THE DIM FIELD ROAD SOUTH AND
 TU2065'EAST FOR 2.4 MILES.  PASS THROUGH A GATE AND CONTINUE SOUTH AND
 TU2065'EAST, THROUGH THE LAVA BED, FOR 0.8 MILE TO THE OLD DOCK ON THE
 TU2065'WESTERLY SIDE OF PAKEA POINT.  BEAR TO THE LEFT AND FOLLOW THE
 TU2065'DIM BEACH ROAD EASTERLY FOR 0.6 MILE TO STATION.
 TU2065'
 TU2065'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2065'ABOUT 2 FEET FROM THE TOP OF A CIRCULAR CONCRETE PLATFORM WHICH
 TU2065'IS ABOUT 10 FEET IN DIAMETER AND PROJECTS ABOUT 5 FEET ABOVE THE
 TU2065'SURROUNDING ROCK.
 TU2065'
 TU2065'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED FOR THIS STATION.
 TU2065'
 TU2065'THE HAWAII TERRITORY SURVEY REPORTS THAT THE OLD STATION, A CROSS
 TU2065'CUT IN SOLID PAHOEHOE WAS RECOVERED IN 1938, AND THE 2-1/2 INCH
 TU2065'PIPE MENTIONED ABOVE IN THIS DESCRIPTION, WAS THEN INSTALLED
 TU2065'VERTICALLY OVER THE OLD MARK.
 TU2065
 TU2065                          STATION RECOVERY (1967)
 TU2065
 TU2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2065'STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS AND
 TU2065'AN AZIMUTH MARK WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2065'
 TU2065'STATION IS LOCATED ABOUT 7 MILES SOUTH OF NAALEHU AND 6-1/2 MILES
 TU2065'NORTHEAST OF THE SOUTHERNMOST POINT OF THE ISLAND.  IN LAVA LAND,
 TU2065'ABOUT 600 FEET NORTH OF THE SEA, 107 FEET NORTH OF CENTER LINE OF
 TU2065'OLD JEEP ROAD, AND 0.6 MILE EAST OF OLD DOCK AT EAST SIDE OF
 TU2065'KAALUALU BAY.
 TU2065'
 TU2065'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU2065'STATE HIGHWAY 11 FOR 5.8 MILES.  TURN LEFT AND GO SOUTH ON SOUTH
 TU2065'POINT ROAD FOR 4.3 MILES.  TAKE LEFT FORK AND FOLLOW TRACK ROAD
 TU2065'1.3 MILES.  TAKE LEFT FORK, PASS THROUGH GATE, AND GO 0.4
 TU2065'MILE.  PASS THROUGH BOARD GATE AND CONTINUE FOR 2.3 MILES TO FORK
 TU2065'BY OLD GATEPOST.  TAKE LEFT FORK AND GO 0.2 MILE.  PASS THROUGH
 TU2065'GATE IN STONE FENCE AND GO 0.3 MILE.  TAKE LEFT FORK AND GO
 TU2065'0.25 MILE TO END OF ROAD NEAR OLD DOCK.  WALK EAST ON TRAIL
 TU2065'ACROSS LAVA FOR ABOUT 550 YARDS TO POINT OF KAIOLE BAY.
 TU2065'CONTINUE ON TRAIL, THROUGH NAUPAKA THICKET, FOR ABOUT 150
 TU2065'YARDS TO START OF LAVA AREA AND AZIMUTH MARK ON LEFT.
 TU2065'CONTINUE, ALONG OLD JEEP ROAD, ABOUT 1/4-MILE TO STATION ON
 TU2065'LEFT.
 TU2065'
 TU2065'STATION IS THE CENTER OF A 2-1/4-INCH IRON PIPE PROJECTING 3
 TU2065'INCHES FROM THE CENTER OF A 12-FOOT-DIAMETER, STONE AND CONCRETE
 TU2065'PLATFORM 5 FEET HIGH.  THE WORDS LAE O KAMILO ARE INSCRIBED IN
 TU2065'CONCRETE AROUND PIPE.
 TU2065'
 TU2065'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAMILO HGS
 TU2065'1898 NO 1 1967, CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE 2 FEET
 TU2065'HIGHER THAN SURROUNDING ROCKS, AND 6.4 FEET LOWER THAN TOP OF
 TU2065'STATION PIPE.
 TU2065'
 TU2065'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAMILO HGS
 TU2065'1898 NO 2 1967, CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A
 TU2065'SMOOTH LAVA HUMP 3 FEET HIGH, AND 4.5 FEET LOWER THAN TOP OF
 TU2065'STATION PIPE.
 TU2065'
 TU2065'AZIMUTH MARK IS A STANDARD DISK STAMPED KAMILO HGS 1898 1967,
 TU2065'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK JUST OUTSIDE NORTHEAST
 TU2065'EDGE OF THE NAUPAKA THICKET, 30 FEET NORTH OF CENTER LINE OF OLD
 TU2065'ROAD, ABOUT 175 FEET NORTH OF THE SEA, 4 FEET NORTH OF A CAIRN,
 TU2065'21 FEET SOUTHWEST OF A NOTICEABLE LAVA MOUND THAT IS 4 FEET HIGH,
 TU2065'AND ABOUT 2 FEET HIGHER THAN OLD ROAD.
 TU2065
 TU2065                          STATION RECOVERY (1978)
 TU2065
 TU2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2065'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 TU2065'RECOVERED IN GOOD CONDITION.
 TU2065
 TU2065                          STATION RECOVERY (1979)
 TU2065
 TU2065'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2065'THE STATION WAS RECOVERED IN POOR CONDITION AS DESCRIBED IN 1967. THE
 TU2065'IRON PIPE WAS BADLY RUSTED AND WAS REPLACED WITH A STANDARD DISK SET
 TU2065'IN THE CENTER OF A 12 FT (3.7 M) DIAMETER STONE AND CONCRETE PLATFORM
 TU2065'5 FT (1.5 M) HIGH.  THE DISK SETS ABOUT 8 INCHES BELOW THE TOP OF THE
 TU2065'PLATFORM. THE STATION CAN BE REACHED BY FOUR WHEEL DRIVE VEHICLE USING
 TU2065'A ROUGH ACCESS ROAD WHICH PARALLELS THE ROUTE DESCRIBED IN 1967, BUT
 TU2065'IS ABOUT 30 M (98.4 FT) FURTHER INLAND. THE AZIMUTH AND BOTH REFERENCE
 TU2065'MARKS WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK 3 IS A STANDARD
 TU2065'DISK STAMPED---KAMILO 1938-1979 RM3---CEMENTED IN A DRILL HOLE IN
 TU2065'PAHOEHOE LAVA ABOUT 10 FT (3.0 M) LOWER THAN THE STATION AND 113.172 M
 TU2065'(371.298 FT) SOUTH SOUTHWEST OF THE STATION.  DISTANCE IS SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2925 ***********************************************************************
 TU2925  DESIGNATION -  KAMOA
 TU2925  PID         -  TU2925
 TU2925  STATE/COUNTY-  HI/MAUI
 TU2925  USGS QUAD   -  PUU O KALI (1992)
 TU2925
 TU2925                         *CURRENT SURVEY CONTROL
 TU2925  ___________________________________________________________________
 TU2925* NAD 83(1993)-  20 43 36.48138(N)    156 26 42.85578(W)     ADJUSTED  
 TU2925* LOCAL TIDAL -        25.5    (meters)      84.     (feet)  VERT ANG  
 TU2925  ___________________________________________________________________
 TU2925  EPOCH DATE  -        1993.62
 TU2925  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 TU2925  GEOID HEIGHT-          16.65  (meters)                     GEOID03
 TU2925
 TU2925  HORZ ORDER  -  FIRST
 TU2925
 TU2925.The horizontal coordinates were established by classical geodetic methods
 TU2925.and adjusted by the National Geodetic Survey in December 1998..
 TU2925.The horizontal coordinates are valid at the epoch date displayed above.
 TU2925.The epoch date for horizontal control is a decimal equivalence
 TU2925.of Year/Month/Day.
 TU2925
 TU2925.The orthometric height was determined by vertical angle observations.
 TU2925
 TU2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2925
 TU2925.The geoid height was determined by GEOID03.
 TU2925
 TU2925;                    North         East     Units Scale Factor Converg.
 TU2925;SPC HI 2     -    43,575.443   523,062.963   MT  0.99997324   +0 04 42.1
 TU2925;UTM  04      - 2,294,012.635   766,060.079   MT  1.00047492   +0 54 16.9
 TU2925
 TU2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2925!SPC HI 2     -   0.99999338  x   0.99997324  =   0.99996662
 TU2925!UTM  04      -   0.99999338  x   1.00047492  =   1.00046829
 TU2925
 TU2925|---------------------------------------------------------------------|
 TU2925| PID    Reference Object                     Distance      Geod. Az  |
 TU2925|                                                           dddmmss.s |
 TU2925| CN5339 KAMOA RM 3                            8.532 METERS 16547     |
 TU2925| CN5337 KAMOA RM 1                            9.721 METERS 16917     |
 TU2925| TU3094 TOWER 1931                          APPROX. 9.8 KM 3044538.6 |
 TU2925| CN5338 KAMOA RM 2                            7.735 METERS 33911     |
 TU2925| CN5340 KAMOA RM 4                            7.451 METERS 34501     |
 TU2925|---------------------------------------------------------------------|
 TU2925
 TU2925                          SUPERSEDED SURVEY CONTROL
 TU2925
 TU2925  NAD 83(1986)-  20 43 36.44986(N)    156 26 42.84562(W) AD(       ) 1
 TU2925  OLD HI      -  20 43 47.95300(N)    156 26 52.99200(W) AD(       ) 1
 TU2925
 TU2925.Superseded values are not recommended for survey control.
 TU2925.NGS no longer adjusts projects to the OLD HI datum.
 TU2925.See file dsdata.txt to determine how the superseded data were derived.
 TU2925
 TU2925_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6606094013(NAD 83)
 TU2925_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2925
 TU2925  HISTORY     - Date     Condition        Report By
 TU2925  HISTORY     - 1950     MONUMENTED       CGS
 TU2925  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2925  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU2925  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2925
 TU2925                          STATION DESCRIPTION
 TU2925
 TU2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2925'THE STATION IS LOCATED IN PASTURE LAND WHICH LIES ABOUT 4 MILES
 TU2925'SOUTH OF KIHEI, ABOUT 0.5 MILE SOUTHEAST OF KALAMA PARK,
 TU2925'ABOUT 300 YARDS EAST OF THE HIGHWAY WHICH RUNS BETWEEN KIHEI
 TU2925'AND OLD MAKENA, ABOUT 200 YARDS NORTHWEST OF A WATER TANK,
 TU2925'ABOUT 200 FEET WEST OF GROUP OF SHEDS AND 1 FOOT WEST OF A WIRE
 TU2925'FENCE.  HIGHER GROUND LIES TO THE EASTWARD OF THE STATION.
 TU2925'
 TU2925'TO REACH FROM THE POST OFFICE AT KIHEI.  GO SOUTH, ON THE ROAD
 TU2925'WHICH LEADS TOWARD OLD MAKENA, FOR 3.7 MILES.  PASS THROUGH
 TU2925'KALAMA PARK AND CONTINUE SOUTH, ON THE GRADED ROAD, FOR 0.4
 TU2925'MILE.  TURN LEFT, PASS THROUGH A GATE AND FOLLOW THE TRACK ROAD
 TU2925'NORTHEAST FOR 0.2 MILE TO A WIRE FENCE AND THE STATION.
 TU2925'
 TU2925'THE STATION IS A STANDARD DISK, STAMPED KAMOA 1949, SET IN
 TU2925'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.
 TU2925'
 TU2925'THE SUB SURFACE MARK IS A STANDARD DISK, STAMPED KAMOA 1949,
 TU2925'SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS 40 INCHES BELOW
 TU2925'THE SURFACE OF THE SOIL.
 TU2925'
 TU2925'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAMOA
 TU2925'NO 1 1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU2925'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 5 FEET WEST OF A WIRE
 TU2925'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 TU2925'
 TU2925'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAMOA NO
 TU2925'2 1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TU2925'ABOUT 4 INCHES.  IT IS LOCATED 5 FEET WEST OF A WIRE FENCE AND
 TU2925'ABOUT THE SAME ELEVATION AS THE STATION.
 TU2925
 TU2925                          STATION RECOVERY (1961)
 TU2925
 TU2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2925'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2925'CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.  NEW
 TU2925'DIRECTIONS FOR REACHING THE STATION FOLLOW--
 TU2925'
 TU2925'FROM THE KIHEI STORE AND POST OFFICE, GO SOUTH ALONG HIGHWAY
 TU2925'31 FOR 3.7 MILES TO KALAMA PARK.  CONTINUE 0.1 MILE TO AUHANA
 TU2925'ROAD.  TURN LEFT ONTO AUHANA ROAD FOR 0.4 MILE TO A BRIDGE
 TU2925'OVER A WASH.  CONTINUE AHEAD FOR ABOUT 100 YARDS TO A DIRT ROAD
 TU2925'RIGHT.  TURN RIGHT AND GO 50 YARDS TO A ROUGH TRAIL WHICH
 TU2925'CROSSES THE DIRT ROAD AND LEADS TO A BANK OF TRANSFORMERS.  FROM
 TU2925'THIS CORNER AND POWER POLE 53, GO SOUTH ALONG FENCE FOR ABOUT
 TU2925'120 YARDS TO THE STATION SURROUNDED BY A ROUGH ROCK WALL.
 TU2925
 TU2925                          STATION RECOVERY (1965)
 TU2925
 TU2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU2925'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TU2925'MARKS HAD BEEN DUG UP DURING PIPELINE OPERATIONS AND WERE
 TU2925'LYING NEAR STATION.
 TU2925'
 TU2925'A NEW DESCRIPTION FOLLOWS--STATION IS LOCATED IN PASTURE LAND
 TU2925'ABOUT 4 MILES SOUTH OF KIHEI, ABOUT 0.2 MILES SOUTH OF KALAMA
 TU2925'PARK AND ABOUT 0.2 MILES EAST OF THE HIGHWAY THAT RUNS BETWEEN
 TU2925'KIHEI AND OLD MAKENA.
 TU2925'
 TU2925'TO REACH FROM THE POST OFFICE AT KIHEI, DRIVE SOUTH ON THE
 TU2925'HIGHWAY THAT GOES TO OLD MAKENA, FOR 3.7 MILES.  PASS THROUGH
 TU2925'KALAMA PARK AND CONTINUE SOUTH FOR 0.2 MILES TO A DIRT T-ROAD
 TU2925'LEFT.  TURN LEFT ONTO THE DIRT ROAD AND GO FOR ABOUT 0.2
 TU2925'MILE.  TURN RIGHT ABOUT 200 FEET PAST THE TRANSFORMER STATION
 TU2925'ON THE RIGHT SIDE OF THE ROAD ON TO PATH CLEARED FOR
 TU2925'PIPELINE.  DRIVE 200 FEET ALONG FENCE LINE TO STATION WHICH IS
 TU2925'1 FOOT WEST OF FENCE AND 8 FEET SOUTH OF TREE THAT IS ALSO ON
 TU2925'FENCE LINE.
 TU2925'
 TU2925'STATION IS A STANDARD DISK, STAMPED KAMOA 1949, SET IN TOP OF A
 TU2925'SQUARE CONCRETE POST PROJECTING 8 INCHES.
 TU2925
 TU2925                          STATION RECOVERY (1968)
 TU2925
 TU2925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2925'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TU2925'MARKS HAVE BEEN DESTROYED SO 2 NEW ONES WERE ESTABLISHED, AND
 TU2925'A WITNESS POST WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2925'
 TU2925'STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF THE KIHEI
 TU2925'POST OFFICE, 2200 FEET SOUTHEAST OF THE SOUTH END OF KALAMA
 TU2925'PARK, AT THE EAST EDGE OF A NEW SUB-DIVISION, ABOUT 150 YARDS
 TU2925'SOUTHEAST OF A NEW POWER SUB-STATION, AT ABOUT 84 FEET
 TU2925'ELEVATION, AND IN A NORTH-SOUTH FENCE LINE.
 TU2925'
 TU2925'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2925'STATE HIGHWAY 31 FOR 4.0 MILES TO A CROSSROAD.  TURN LEFT
 TU2925'ONTO WALAKA STREET AND GO 0.2 MILE TO END OF STREET ON TOP OF
 TU2925'RISE, AT POWER POLE NO. 8.  GO LEFT ALONG FENCE ABOUT 100 FEET
 TU2925'TO STATION.
 TU2925'
 TU2925'STATION MARK IS A STANDARD DISK STAMPED KAMOA 1950, SET IN
 TU2925'THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU2925'4 INCHES.  IT IS 136.0 FEET NORTH OF POWER POLE NO. 8, 121 FEET
 TU2925'NORTH OF CENTER LINE OF WALAKA STREET, 110 FEET WEST OF AN
 TU2925'8 X 8-FOOT, WHITE, METAL TANK, 8.6 FEET NORTH-NORTHEAST OF A
 TU2925'4-INCH, CONCRETE-FILLED, IRON PIPE THAT PROJECTS 30 INCHES
 TU2925'FROM THE GROUND, AND 3-1/2 FEET SOUTH OF A WHITE WITNESS POST.
 TU2925'
 TU2925'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KAMOA
 TU2925'1950 NO 3 1968, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU2925'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 1 FOOT WEST OF THE
 TU2925'FENCE AND ABOUT 0.1 FOOT LOWER THAN STATION MARK.
 TU2925'
 TU2925'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED KAMOA
 TU2925'NO 4 1968, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE
 TU2925'MONUMENT THAT PROJECTS 7 INCHES.  IT IS SET IN THE FENCE LINE,
 TU2925'0.7 FOOT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2474 ***********************************************************************
 TU2474  DESIGNATION -  KAMOI
 TU2474  PID         -  TU2474
 TU2474  STATE/COUNTY-  HI/HAWAII
 TU2474  USGS QUAD   -  MANUKA BAY (1981)
 TU2474
 TU2474                         *CURRENT SURVEY CONTROL
 TU2474  ___________________________________________________________________
 TU2474* NAD 83(1993)-  19 04 46.77167(N)    155 54 02.86357(W)     ADJUSTED  
 TU2474* LOCAL TIDAL -        15.7    (meters)      52.     (feet)  VERT ANG  
 TU2474  ___________________________________________________________________
 TU2474  EPOCH DATE  -        1993.62
 TU2474  LAPLACE CORR-          16.16  (seconds)                    DEFLEC99
 TU2474  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU2474
 TU2474  HORZ ORDER  -  SECOND
 TU2474
 TU2474.The horizontal coordinates were established by classical geodetic methods
 TU2474.and adjusted by the National Geodetic Survey in December 1998..
 TU2474.The horizontal coordinates are valid at the epoch date displayed above.
 TU2474.The epoch date for horizontal control is a decimal equivalence
 TU2474.of Year/Month/Day.
 TU2474
 TU2474.The orthometric height was determined by vertical angle observations.
 TU2474
 TU2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2474
 TU2474.The geoid height was determined by GEOID03.
 TU2474
 TU2474;                    North         East     Units Scale Factor Converg.
 TU2474;SPC HI 1     -    27,313.463   457,820.699   MT  0.99998865   -0 07 51.7
 TU2474;UTM  05      - 2,112,169.092   194,733.923   MT  1.00075211   -0 56 56.2
 TU2474
 TU2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2474!SPC HI 1     -   0.99999506  x   0.99998865  =   0.99998371
 TU2474!UTM  05      -   0.99999506  x   1.00075211  =   1.00074717
 TU2474
 TU2474|---------------------------------------------------------------------|
 TU2474| PID    Reference Object                     Distance      Geod. Az  |
 TU2474|                                                           dddmmss.s |
 TU2474| CN5343 KAMOI RM 3                           14.472 METERS 04529     |
 TU2474| CN5342 KAMOI RM 2                           12.880 METERS 05340     |
 TU2474| CN5341 KAMOI RM 1                           13.939 METERS 33216     |
 TU2474| TU2475 HANAKEAUMOE RESET                   APPROX. 2.6 KM 3461700.6 |
 TU2474|---------------------------------------------------------------------|
 TU2474
 TU2474                          SUPERSEDED SURVEY CONTROL
 TU2474
 TU2474  NAD 83(1986)-  19 04 46.76693(N)    155 54 02.91194(W) AD(       ) 2
 TU2474  OLD HI      -  19 04 57.58100(N)    155 54 12.95200(W) AD(       ) 2
 TU2474
 TU2474.Superseded values are not recommended for survey control.
 TU2474.NGS no longer adjusts projects to the OLD HI datum.
 TU2474.See file dsdata.txt to determine how the superseded data were derived.
 TU2474
 TU2474_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9473412169(NAD 83)
 TU2474_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2474_SETTING: 80 = SET IN A BOULDER
 TU2474_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2474
 TU2474  HISTORY     - Date     Condition        Report By
 TU2474  HISTORY     - 1948     MONUMENTED       CGS
 TU2474  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2474  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU2474  HISTORY     - 1979     GOOD             NOS
 TU2474
 TU2474                          STATION DESCRIPTION
 TU2474
 TU2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2474'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF MILOLII, ABOUT 0.2
 TU2474'MILE SOUTH OF THE KAU AND SOUTH KONA DISTRICTS, ABOUT 250 YARDS EAST
 TU2474'OF THE BEACH, ABOUT 200 YARDS EAST OF A SMALL SHACK AND ABOUT 200
 TU2474'YARDS SOUTH OF A GRADED ROAD.
 TU2474'
 TU2474'TO REACH FROM THE SCHOOL HOUSE AND CHURCH, IN THE VILLAGE OF
 TU2474'WAICHINU.  TO NORTHERLY, ON THE ROAD WHICH LEADS TOWARD CAPTAIN
 TU2474'COOK, FOR 19.7 MILES TO TRIANGULATION STATION KAHAHAWAI--TURN
 TU2474'LEFT, ONTO A VERY POOR GRADED ROAD, AND GO WESTERLY, DOWN GRADE,
 TU2474'FOR 6.4 MILES TO THE END OF THE ROAD AT A SMALL COVE AND TWO OLD
 TU2474'FISHING SHACKS.  FROM THIS POINT PACK EASTERLY FOR ABOUT 200
 TU2474'YARDS TO A LOW LAVA MOUND AND THE STATION.
 TU2474'
 TU2474'THE STATION IS A STANDARD DISK, STAMPED KAMOI 1948, SET INTO A
 TU2474'DRILL HOLE IN A FLAT ROCK WHICH IS CEMENTED TO SMALL ROCKS WHICH
 TU2474'FORM A LOW MOUND ON THE LAVA BED.
 TU2474'
 TU2474'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NO 1, SET
 TU2474'INTO A DRILL HOLE IN THE VERTICAL FACE OF A BOULDER WHICH IS
 TU2474'ABOUT 10 FEET IN DIAMETER AND PROJECTS ABOUT 5 FEET.  THE ARROW
 TU2474'ON THE DISK POINTS STRAIGHT DOWN, INTO THE GROUND.  IT IS LOCATED
 TU2474'ABOUT 6 FEET LOWER THAN THE STATION.
 TU2474'
 TU2474'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED NO 2, SET INTO
 TU2474'A CREVICE IN A BOULDER WHICH IS ABOUT 3 FEET IN DIAMETER AND
 TU2474'PROJECTS ABOUT 4 FEET.  IT IS LOCATED ABOUT 5 FEET LOWER THAN
 TU2474'THE STATION.
 TU2474'
 TU2474'A 2-1/2 X 2-1/2 BLACK AND WHITE POLE HAS BEEN PLUMBED OVER THIS
 TU2474'STATION AND A CAIRN OF ROCKS BUILT AROUND THE POLE.
 TU2474
 TU2474                          STATION RECOVERY (1968)
 TU2474
 TU2474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2474'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2474'HOWEVER THE DISTANCES TO THE REFERENCE MARKS WERE TRANSPOSED AND
 TU2474'LISTED UNDER THE WRONG MARK IN THE 1948 DESCRIPTION.  THE LISTING
 TU2474'IN THE 1968 PART OF THE ABOVE DATA IS CORRECT.  A COMPLETE
 TU2474'DESCRIPTION FOLLOWS--
 TU2474'
 TU2474'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF MILOLII, AT KAMOI
 TU2474'POINT, ABOUT 500 FEET NORTHEAST OF THE NORTH TIP OF MANUKA BAY, IN
 TU2474'ROUGH LAVA AREA, ON A 10-FOOT-DIAMETER ROCK MOUND THAT PROJECTS
 TU2474'ABOUT 8 FEET ABOVE THE GENERAL LAVA LEVEL, AND IS AT ABOUT 52 FEET
 TU2474'ELEVATION.
 TU2474'
 TU2474'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTHERLY ON
 TU2474'STATE HIGHWAY 11 FOR 23.1 MILES TO GRAVEL CROSSROAD BETWEEN POWER
 TU2474'POLES 301 AND 302, AND A LOCKED GATE ON RIGHT.  (KEY WAS OBTAINED
 TU2474'FROM MR. GORO INABA AT HOLUALOA).  PASS THROUGH GATE AND GO
 TU2474'SOUTHWEST 0.6 MILE TO A NAVY BUILDING.  CONTINUE ON THE ROUGH
 TU2474'TRACK ROAD FOR 2.8 MILES TO FORK WITH LOCKED GATE ON LEFT FORK,
 TU2474'(USE SAME KEY).  PASS THROUGH GATE AND GO 2.1 MILES TO A FORK
 TU2474'ABOUT 1/2-MILE FROM SEA.  TAKE LEFT FORK AND GO 0.65 MILE TO
 TU2474'OLD SHACK AT MANUKA BAY, AND END OF TRUCK TRAVEL.  WALK
 TU2474'NORTHEAST ABOUT 500 FEET TO STATION ON HIGH POINT.
 TU2474'
 TU2474'STATION MARK IS A STANDARD DISK STAMPED KAMOI 1948, CEMENTED IN A
 TU2474'DRILL HOLE IN BEDROCK.  THERE IS A LARGE, WOODEN, HYDRO-SIGNAL
 TU2474'SETTING 12 FEET EAST FROM STATION.
 TU2474'
 TU2474'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 1, CEMENTED
 TU2474'IN A DRILL HOLE, NEARLY VERTICALLY, ON THE SOUTH FACE OF A
 TU2474'ROUNDED, LAVA FORMATION, ABOUT 3 FEET ABOVE GROUND LEVEL AND 6.9
 TU2474'FEET LOWER THAN STATION MARK.
 TU2474'
 TU2474'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NO 2, CEMENTED
 TU2474'IN A DRILL HOLE IN THE TOP OF A 3-FOOT-SQUARE ROCK OUTCROP THAT
 TU2474'PROJECTS 3 FEET ABOVE GROUND, AND IS ABOUT 4 FEET LOWER THAN
 TU2474'STATION MARK.
 TU2474
 TU2474                          STATION RECOVERY (1973)
 TU2474
 TU2474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CAB)
 TU2474'TRIANGULATION STATION AND REFERENCE MARKS WERE RECOVERED AS
 TU2474'DESCRIBED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 TU2474'
 TU2474'TO REACH STATION FROM SEAWARD, PROCEED INTO NORTHEAST CORNER OF
 TU2474'MANUKA BAY AND HEAD TOWARD JUNCTION OF DARK ROUGH LAVA FLOW AND
 TU2474'LIGHT COLORED CORAL AND SAND BEACH.  THE STATION MARK IS
 TU2474'APPROXIMATELY 600 FEET NORTHEAST OF THIS JUNCTION.
 TU2474
 TU2474                          STATION RECOVERY (1979)
 TU2474
 TU2474'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2474'STATION WAS RECOVERED IN GOOD CONDITION. RM 2 COULD NO
 TU2474'BE FOUND SO A NEW RM WAS SET. IT IS A STANDARD NOS DISK
 TU2474'STAMPED---KAMOI 1948 RM 3 1979---.TO REACH THE STATION BY
 TU2474'SMALL BOAT, LAND AT THE BEACH AT MANUKA BAY AND WALK
 TU2474'NORTHEAST TOWARDS THE OLD WOODEN SHACK AND THE OLD SIGNAL.
 TU2474'THE STATION IS NEXT TO THE SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1950 ***********************************************************************
 TU1950  DESIGNATION -  KAMOKU
 TU1950  PID         -  TU1950
 TU1950  STATE/COUNTY-  HI/KAUAI
 TU1950  USGS QUAD   -  ANAHOLA (1996)
 TU1950
 TU1950                         *CURRENT SURVEY CONTROL
 TU1950  ___________________________________________________________________
 TU1950* NAD 83(1993)-  22 11 13.83740(N)    159 22 41.95859(W)     ADJUSTED  
 TU1950* LOCAL TIDAL -       232.0    (meters)     761.     (feet)  VERT ANG  
 TU1950  ___________________________________________________________________
 TU1950  EPOCH DATE  -        1993.62
 TU1950  LAPLACE CORR-          -8.70  (seconds)                    DEFLEC99
 TU1950  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU1950
 TU1950  HORZ ORDER  -  THIRD
 TU1950
 TU1950.The horizontal coordinates were established by classical geodetic methods
 TU1950.and adjusted by the National Geodetic Survey in December 1998..
 TU1950.The horizontal coordinates are valid at the epoch date displayed above.
 TU1950.The epoch date for horizontal control is a decimal equivalence
 TU1950.of Year/Month/Day.
 TU1950
 TU1950.The orthometric height was determined by vertical angle observations.
 TU1950
 TU1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1950
 TU1950.The geoid height was determined by GEOID03.
 TU1950
 TU1950;                    North         East     Units Scale Factor Converg.
 TU1950;SPC HI 4     -    39,185.902   512,548.075   MT  0.99999194   +0 02 45.4
 TU1950;UTM  04      - 2,453,593.693   461,000.551   MT  0.99961879   -0 08 34.3
 TU1950
 TU1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1950!SPC HI 4     -   0.99996114  x   0.99999194  =   0.99995308
 TU1950!UTM  04      -   0.99996114  x   0.99961879  =   0.99957994
 TU1950
 TU1950:                Primary Azimuth Mark                     Grid Az
 TU1950:SPC HI 4     -  LOG                                      002 44 37.5
 TU1950:UTM  04      -  LOG                                      002 55 57.2
 TU1950
 TU1950|---------------------------------------------------------------------|
 TU1950| PID    Reference Object                     Distance      Geod. Az  |
 TU1950|                                                           dddmmss.s |
 TU1950| TU1949 LOG                                 APPROX. 3.1 KM 0024722.9 |
 TU1950| CJ9556 KAMOKU RM 3                          10.149 METERS 01921     |
 TU1950| CJ9390 BERTELMAN HEADSTONE                                02742     |
 TU1950| CJ9555 KAMOKU RM 2                           9.351 METERS 03732     |
 TU1950| TU1903 TAN                                 APPROX. 4.0 KM 0533125.1 |
 TU1950| TU1901 LOM                                 APPROX. 4.8 KM 0741523.2 |
 TU1950| TU1904 CHURCH SPIRE                        APPROX. 3.3 KM 0750528.3 |
 TU1950| TU1896 MOL                                 APPROX. 5.3 KM 0830300.8 |
 TU1950| CJ9554 KAMOKU RM 1                           0.945 METERS 11743     |
 TU1950| TU1958 PUU EU                              APPROX. 7.0 KM 2073059.8 |
 TU1950| TU1956 KILAUEA MILL CHIMNEY                APPROX. 4.0 KM 3103729.4 |
 TU1950| TU1951 KILAUEA LANDING STACK               APPROX. 4.1 KM 3533943.2 |
 TU1950|---------------------------------------------------------------------|
 TU1950
 TU1950                          SUPERSEDED SURVEY CONTROL
 TU1950
 TU1950  NAD 83(1986)-  22 11 13.79709(N)    159 22 42.01613(W) AD(       ) 3
 TU1950  OLD HI      -  22 11 25.15700(N)    159 22 52.10300(W) AD(       ) 3
 TU1950
 TU1950.Superseded values are not recommended for survey control.
 TU1950.NGS no longer adjusts projects to the OLD HI datum.
 TU1950.See file dsdata.txt to determine how the superseded data were derived.
 TU1950
 TU1950_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6100153594(NAD 83)
 TU1950
 TU1950  HISTORY     - Date     Condition        Report By
 TU1950  HISTORY     - 1910     MONUMENTED       CGS
 TU1950  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1950  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1950  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 TU1950
 TU1950                          STATION DESCRIPTION
 TU1950
 TU1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1950'NEAR THE NORTHEAST COAST OF KAUAI, ON A LOW BUT CONSPICUOUS
 TU1950'ROUND-TOPPED HILL IN THE LAND OF PILAA, ABOUT 1 MILE SOUTH OF
 TU1950'THE MAIN ROAD AND 2-1/2 MILES SOUTH-SOUTHEAST OF KILAUEA.  THE
 TU1950'HILL IS CLEAR EXCEPT FOR A GROUP OF TREES ON TOP SURROUNDING THE
 TU1950'GRAVE OF CHRISTIAN H.  BERTELMAN.  THE 1910 DESCRIPTION GIVES THE
 TU1950'STATION MARK AS A 2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 TU1950'SURFACE OF GROUND.  THE 1927 DESCRIPTION STATES THAT THE STATION
 TU1950'IS MARKED BY A UNITED STATES GEOLOGICAL SURVEY STATION MARK.
 TU1950'REFERENCE MARKS SET IN 1910 AND RECOVERED IN 1927 WERE
 TU1950'CROSSES IN SMALL STONES AT THE FOLLOWING DISTANCES AND
 TU1950'AZIMUTHS FROM THE STATION--3.0 FEET, 56 DEG. .1 FEET,
 TU1950'183 DEG.  AND 3.1 FEET, 298 DEG.  IN 1927 THE FIRST TWO OF
 TU1950'THESE WERE FOUND SPLIT, AND A STANDARD REFERENCE DISK WAS SET
 TU1950'IN THE THIRD MARK.  IN 1927 A STANDARD REFERENCE DISK WAS
 TU1950'SET IN THE CORNER OF THE STONE FENCE SURROUNDING THE
 TU1950'BERTELMAN GRAVE.  IT IS 9.731 METERS (31.93 FEET) FROM THE
 TU1950'STATION IN AZIMUTH 237 DEG 27 MIN.  THE MARBLE MONUMENT OVER
 TU1950'THE BERTELMAN GRAVE IS 9.782 METERS (32.09 FEET) FROM THE
 TU1950'STATION, IN AZIMUTH 207 DEG 51 MIN.
 TU1950
 TU1950                          STATION RECOVERY (1965)
 TU1950
 TU1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1950'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU1950'ALTHOUGH RM NO. 2 IS NOW 6 INCHES BENEATH GROUND LEVEL.  ONE NEW
 TU1950'REFERENCE MARK, NUMBER 3, WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 TU1950'FOLLOWS--
 TU1950'
 TU1950'STATION IS LOCATED 2-1/2 MILES SOUTHEAST OF KILAUEA AND 1 MILE
 TU1950'SOUTH OF STATE HIGHWAY 56, ON THE SUMMIT OF A PROMINENT, LONE HILL
 TU1950'OF 761 FEET ELEVATION THAT IS BARE EXCEPT FOR A FEW LARGE IRONWOOD
 TU1950'TREES ON TOP.  THE GRAVE OF CHRISTIAN BERTELMAN, AN EARLY PIONEER,
 TU1950'IS ON THIS HILL.  NOTE--THE DISCREPANCIES IN DISTANCE AND
 TU1950'DIRECTION TO RM NO. 2 WERE NOTED AND CHECKED AND THE NEW VALUES
 TU1950'ARE CORRECT.  A 1962 RECOVERY DESCRIPTION BY THE U.S.
 TU1950'GEOLOGICAL SURVEY CLOSELY APPROXIATES THESE NEW VALUES.
 TU1950'
 TU1950'TO REACH STATION FROM THE MAIN INTERSECTION IN KILAUEA, GO
 TU1950'EAST ON STATE HIGHWAY 56 FOR 2.0 MILES TO CROSSROAD.  TURN RIGHT
 TU1950'AND GO SOUTH FOR 1.0 MILE.  TAKE LEFT FORK AND GO 0.1 MILE TO
 TU1950'WIRE GATE ON RIGHT.  PASS THROUGH GATE AND GO THROUGH PASTURE
 TU1950'FOR 0.2 MILE TO FENCE CORNER ON LEFT, AND END OF TRUCK
 TU1950'TRAVEL.  PACK SOUTHERLY UP STEEP HILL TO TOP.  A 5-MINUTE PACK.
 TU1950'
 TU1950'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, UNSTAMPED, SET 6
 TU1950'INCHES BELOW THE CONCRETE PLATFORM (WHICH IS FLUSH WITH GROUND)
 TU1950'OF THE TYPE B-1 SIGNAL WHICH WAS BUILT BY THE HAWAII TERRITORIAL
 TU1950'SURVEY IN 1930.
 TU1950'
 TU1950'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAMOKU 1
 TU1950'1927, CEMENTED IN A DRILL HOLE IN A SMALL ROCK.  IT IS FLUSH
 TU1950'WITH THE CONCRETE PLATFORM WHICH WAS BUILT AROUND IT AND IS 4
 TU1950'INCHES IN FROM SOUTHEAST SIDE.
 TU1950'
 TU1950'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAMOKU 2
 TU1950'1927, CEMENTED IN A DRILL HOLE IN GRANITE BLOCK WALL AROUND GRAVE,
 TU1950'BY AN IRON POST AT SOUTHEAST CORNER OF WALL, AND AT SAME ELEVATION
 TU1950'AS STATION MARK.
 TU1950'
 TU1950'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KAMOKU
 TU1950'1910 1927 NO 3 1965, CEMENTED IN A DRILL HOLE IN GRANITE BLOCK
 TU1950'WALL AROUND GRAVE 2 FEET NORTH-NORTHEAST OF AN IRON POST NEAR
 TU1950'SOUTHWEST CORNER OF WALL.  IT IS AT SAME ELEVATION AS STATION
 TU1950'MARK, AND PROJECTS 4 INCHES ABOVE GROUND.
 TU1950'
 TU1950'BERTELMAN GRAVE HEADSTONE IS A WHITE MARBLE MONUMENT 1 FOOT SQUARE
 TU1950'AND 4 FEET TALL, AT SOUTH END OF 12 X 14-FOOT GRANITE BLOCK WALL
 TU1950'FLUSH WITH GROUND ON EAST SIDE AND PROJECTING 4 INCHES ON WEST
 TU1950'SIDE.
 TU1950
 TU1950                          STATION RECOVERY (1988)
 TU1950
 TU1950'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2865 ***********************************************************************
 TU2865  DESIGNATION -  KANAHAU
 TU2865  PID         -  TU2865
 TU2865  STATE/COUNTY-  HI/MAUI
 TU2865  USGS QUAD   -  LUALAILUA HILLS (1983)
 TU2865
 TU2865                         *CURRENT SURVEY CONTROL
 TU2865  ___________________________________________________________________
 TU2865* NAD 83(1993)-  20 41 21.51780(N)    156 17 44.59103(W)     ADJUSTED  
 TU2865* LOCAL TIDAL -      2637.4    (meters)    8653.     (feet)  VERT ANG  
 TU2865  ___________________________________________________________________
 TU2865  EPOCH DATE  -        1993.62
 TU2865  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 TU2865  GEOID HEIGHT-          17.64  (meters)                     GEOID03
 TU2865
 TU2865  HORZ ORDER  -  FIRST
 TU2865
 TU2865.The horizontal coordinates were established by classical geodetic methods
 TU2865.and adjusted by the National Geodetic Survey in December 1998..
 TU2865.The horizontal coordinates are valid at the epoch date displayed above.
 TU2865.The epoch date for horizontal control is a decimal equivalence
 TU2865.of Year/Month/Day.
 TU2865
 TU2865.The orthometric height was determined by vertical angle observations.
 TU2865
 TU2865.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2865
 TU2865.The geoid height was determined by GEOID03.
 TU2865
 TU2865;                    North         East     Units Scale Factor Converg.
 TU2865;SPC HI 2     -    39,453.381   538,645.662   MT  0.99998512   +0 07 51.8
 TU2865;UTM  04      - 2,290,113.409   781,709.142   MT  1.00058089   +0 57 21.8
 TU2865
 TU2865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2865!SPC HI 2     -   0.99958285  x   0.99998512  =   0.99956797
 TU2865!UTM  04      -   0.99958285  x   1.00058089  =   1.00016350
 TU2865
 TU2865|---------------------------------------------------------------------|
 TU2865| PID    Reference Object                     Distance      Geod. Az  |
 TU2865|                                                           dddmmss.s |
 TU2865| CN5344 KANAHAU RM 1                         17.633 METERS 05027     |
 TU2865| CN5480 KOLEKOLE RM 1                                      06510     |
 TU2865| TU2867 POLIPOLI 1879                       APPROX. 4.5 KM 2434438.6 |
 TU2865| CN5345 KANAHAU RM 2                          7.640 METERS 26034     |
 TU2865|---------------------------------------------------------------------|
 TU2865
 TU2865                          SUPERSEDED SURVEY CONTROL
 TU2865
 TU2865  NAD 83(1986)-  20 41 21.48685(N)    156 17 44.58866(W) AD(       ) 1
 TU2865  OLD HI      -  20 41 32.98100(N)    156 17 54.71200(W) AD(       ) 1
 TU2865
 TU2865.Superseded values are not recommended for survey control.
 TU2865.NGS no longer adjusts projects to the OLD HI datum.
 TU2865.See file dsdata.txt to determine how the superseded data were derived.
 TU2865
 TU2865_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8170990113(NAD 83)
 TU2865_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2865_SETTING: 80 = SET IN A BOULDER
 TU2865_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2865
 TU2865  HISTORY     - Date     Condition        Report By
 TU2865  HISTORY     - 1950     MONUMENTED       CGS
 TU2865  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2865  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2865
 TU2865                          STATION DESCRIPTION
 TU2865
 TU2865'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2865'THE STATION IS LOCATED ON THE CREST OF THE SOUTHWEST RIDGE OF
 TU2865'HALEAKALA VOLCANO AT AN ELEVATION OF ABOUT 8600 FEET AND IS
 TU2865'ABOUT 3.5 MILES SOUTHWEST OF THE SUMMIT.  THE STATION HILL IS
 TU2865'COMPOSED OF CINDERS AND DROPS OFF SHARPLY TO THE SOUTHWEST.  A
 TU2865'WIRE FENCE LIES ABOUT 0.1 MILE SOUTHWEST OF THE STATION.
 TU2865'
 TU2865'TO REACH FROM THE HAWAII NATIONAL PARK HEADQUARTERS AND
 TU2865'CHECKING STATION.  GO SOUTH AND EAST, ON THE PAVED ROAD, FOR 9.7
 TU2865'MILES TO THE SUMMIT AND THE OBSERVATION HOUSE.  PASS THROUGH
 TU2865'A CHAIN GATE, TO THE RIGHT HAND SIDE OF THE PARKING AREA, AND
 TU2865'FOLLOW THE PAVED ROAD FOR 0.45 MILE.  CONTINUE STRAIGHT AHEAD,
 TU2865'ON THE GRADED ROAD, FOR 0.15 MILE.  TAKE THE LEFT HAND FORK
 TU2865'AND GO SOUTHWEST FOR 0.1 MILE TO THE END OF THE ROAD AND THE
 TU2865'END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHWEST, DOWN
 TU2865'GRADE, FOR ABOUT 2.5 MILES TO THE STATION.
 TU2865'
 TU2865'THE STATION IS A STANDARD DISK, STAMPED KANAHAU 1950, SET
 TU2865'INTO A DRILL HOLE IN A BURIED BOULDER WHICH IS ABOUT FLUSH
 TU2865'WITH THE GROUND.
 TU2865'
 TU2865'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KANAHAU
 TU2865'NO 1 1950, SET INTO A DRILL HOLE IN CINDER OUTCROP WHICH IS
 TU2865'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED NEAR THE
 TU2865'CREST OF THE RIDGE ABOUT 2 FEET HIGHER THAN THE STATION.
 TU2865'
 TU2865'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KANAHAU
 TU2865'NO 2 1950, SET INTO A DRILL HOLE IN CINDER OUTCROP WHICH IS
 TU2865'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 5
 TU2865'FEET EAST OF A SMALL BLUFF ABOUT 3 FEET LOWER THAN THE STATION.
 TU2865
 TU2865                          STATION RECOVERY (1969)
 TU2865
 TU2865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2865'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2865'CONDITION.  SLIGHT DIFFERENCES WERE NOTED IN DISTANCES TO THE
 TU2865'RMS.  THEY WERE DOUBLE-CHECKED AND THE 1969 DISTANCES ARE
 TU2865'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2865'
 TU2865'STATION IS LOCATED ALONG THE HIGH RIDGE RUNNING DOWN TO THE
 TU2865'SOUTHWEST FROM THE SUMMIT OF HALEAKALA.  ABOUT 2-1/4 MILES
 TU2865'SOUTHWEST OF THE RADAR DOMES ON THE SUMMIT AND 1/4-MILE SOUTH
 TU2865'OF THE SKYLINE DRIVE JEEP ROAD, ON THE LAST BARE RED HILL
 TU2865'ALONG THE RIDGE, AT ABOUT 8653 FEET ELEVATION.
 TU2865'
 TU2865'TO REACH STATION FROM THE POST OFFICE IN PUKALANI, GO
 TU2865'SOUTHEAST ON STATE HIGHWAY 37 FOR 0.35 MILE.  TAKE LEFT FORK
 TU2865'AND FOLLOW HIGHWAY FOR 28.4 MILES TO FORK ON SUMMIT OF
 TU2865'HALEAKALA, JUST PAST RED HILL.  TAKE LEFT FORK AND GO 0.8 MILE
 TU2865'TO SIGN ON LEFT SKYLINE DRIVE.  GO LEFT 0.1 MILE TO LOCKED
 TU2865'GATE.  (KEY WAS OBTAINED AT STATE FORESTRY OFFICE IN
 TU2865'WAILUKU).  CONTINUE ON THE JEEP ROAD FOR 2.9 MILES TO BASE OF
 TU2865'HILL ON LEFT, AND END OF TRUCK TRAVEL.  PACK SOUTHWEST, UP
 TU2865'ALONG RIDGE TOP FOR ABOUT 1/2-MILE TO STATION ON LAST POINT.
 TU2865'
 TU2865'STATION MARK IS A STANDARD DISK STAMPED KANAHAU 1950, CEMENTED
 TU2865'IN A DRILL HOLE IN A ROCK, 12 INCHES BENEATH GROUND SURFACE.  IT
 TU2865'IS 40 FEET SOUTHWEST OF A LARGE, ANGULAR, GREY, SANDSTONE
 TU2865'OUTCROP.  THERE IS A CAIRN AND SIGNAL BUILT OVER THE MARK.
 TU2865'
 TU2865'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANAHAU
 TU2865'NO 1 1950, CEMENTED IN A DRILL HOLE IN A LAVA OUTCROP THAT
 TU2865'PROJECTS 10 INCHES FROM GROUND.  IT IS 18 FEET NORTHEAST OF THE
 TU2865'PROMINENT OUTCROP AND ABOUT 2 FEET HIGHER THAN STATION MARK.
 TU2865'
 TU2865'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KANAHAU
 TU2865'NO 2 1950, CEMENTED IN A DRILL HOLE IN THE SANDSTONE OF THE
 TU2865'HILLTOP.  IT IS 5 FEET SOUTHEAST OF EDGE OF HILL, 4 FEET LOWER
 TU2865'THAN STATION MARK, AND COVERED WITH A THIN LAYER OF DIRT.
 TU2865
 TU2865                          STATION RECOVERY (1975)
 TU2865
 TU2865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TU2865'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2865'GOOD CONDITION AND THE 1950 DESCRIPTION IS ADEQUATE WITH
 TU2865'THE FOLLOWING ADDITIONS--
 TU2865'
 TU2865'THE STATION MARK IS 0.5 METER BELOW THE SURFACE OF THE GROUND.
 TU2865'
 TU2865'TO REACH THE STATION FROM A LOCKED GATE (A KEY MAY BE
 TU2865'OBTAINED FROM THE NATIONAL PARK SERVICE) AT THE SOUTHWEST EDGE
 TU2865'OF THE HALEAKALA SCIENCE RESERVE ON THE SOUTHWEST RIM OF
 TU2865'HALEAKALA CRATER, USING A VEHICLE WITH 4-WHEEL-DRIVE, GO
 TU2865'SOUTHWEST ON A GRADED ROAD DOWN A RIDGE 2.6 MILES TO A CURVE
 TU2865'TO THE RIGHT IN THE ROAD.  PACK EAST ALONG A TRAIL ABOUT 1/2
 TU2865'MILE TO THE STATION SITE.
 TU2865'
 TU2865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2865'21 MILES SSE OF KAHULUI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2872 ***********************************************************************
 TU2872  DESIGNATION -  KANAIO CATHOLIC CHURCH BELFRY
 TU2872  PID         -  TU2872
 TU2872  STATE/COUNTY-  HI/MAUI
 TU2872  USGS QUAD   -  MAKENA (1995)
 TU2872
 TU2872                         *CURRENT SURVEY CONTROL
 TU2872  ___________________________________________________________________
 TU2872* NAD 83(1993)-  20 37 23.28716(N)    156 22 09.92642(W)     ADJUSTED  
 TU2872* LOCAL TIDAL -                                                        
 TU2872  ___________________________________________________________________
 TU2872  EPOCH DATE  -        1993.62
 TU2872  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 TU2872  GEOID HEIGHT-          16.84  (meters)                     GEOID03
 TU2872
 TU2872  HORZ ORDER  -  THIRD
 TU2872
 TU2872.The horizontal coordinates were established by classical geodetic methods
 TU2872.and adjusted by the National Geodetic Survey in December 1998..
 TU2872.The horizontal coordinates are valid at the epoch date displayed above.
 TU2872.The epoch date for horizontal control is a decimal equivalence
 TU2872.of Year/Month/Day.
 TU2872
 TU2872
 TU2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2872
 TU2872.The geoid height was determined by GEOID03.
 TU2872
 TU2872;                    North         East     Units Scale Factor Converg.
 TU2872;SPC HI 2     -    32,111.306   530,980.419   MT  0.99997852   +0 06 16.9
 TU2872;UTM  04      - 2,282,657.627   774,145.908   MT  1.00052893   +0 55 37.6
 TU2872
 TU2872                          SUPERSEDED SURVEY CONTROL
 TU2872
 TU2872  NAD 83(1986)-  20 37 23.25853(N)    156 22 09.92144(W) AD(       ) 4
 TU2872  OLD HI      -  20 37 34.73200(N)    156 22 20.05700(W) AD(       ) 3
 TU2872
 TU2872.Superseded values are not recommended for survey control.
 TU2872.NGS no longer adjusts projects to the OLD HI datum.
 TU2872.See file dsdata.txt to determine how the superseded data were derived.
 TU2872
 TU2872_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7414682658(NAD 83)
 TU2872
 TU2872  HISTORY     - Date     Condition        Report By
 TU2872  HISTORY     - 1950     MONUMENTED       CGS
 TU2872  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2872  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2872
 TU2872                          STATION DESCRIPTION
 TU2872
 TU2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2872'LOCATED ABOUT 3 MILES EAST OF THE MAKENA POST OFFICE, ON THE OLD
 TU2872'OR UPPER ROAD, ON THE SOUTH SIDE OF THE ROAD AND SURROUNDED BY
 TU2872'A STONE FENCE.  THE BUILDING IS OF MASONRY CONSTRUCTION, PAINTED
 TU2872'WHITE.  THE BELFRY IS ON THE WEST END OF THE BUILDING.
 TU2872
 TU2872                          STATION RECOVERY (1961)
 TU2872
 TU2872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2872'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU2872'EXCEPT THAT THE ROOF OF THE CHURCH AND OF THE BELFRY ARE
 TU2872'PAINTED RED.
 TU2872
 TU2872                          STATION RECOVERY (1968)
 TU2872
 TU2872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2872'STATION WAS RECOVERED.  LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF
 TU2872'THE ULUPALAKUA POST OFFICE AND 1/4-MILE NORTH OF STATE HIGHWAY 31,
 TU2872'ALONG OLD TRACK ROAD.  CHURCH IS A WHITE BUILDING WITH RED ROOF,
 TU2872'WITH STEEPLE ON WEST END.  THE STEEPLE IS A SQUARE STRUCTURE
 TU2872'WITH RED PYRAMID ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2566 ***********************************************************************
 TU2566  DESIGNATION -  KANAKAU
 TU2566  PID         -  TU2566
 TU2566  STATE/COUNTY-  HI/HAWAII
 TU2566  USGS QUAD   -  KEALAKEKUA (1996)
 TU2566
 TU2566                         *CURRENT SURVEY CONTROL
 TU2566  ___________________________________________________________________
 TU2566* NAD 83(1993)-  19 30 37.15711(N)    155 55 13.43507(W)     ADJUSTED  
 TU2566* LOCAL TIDAL -       457.4    (meters)    1501.     (feet)  VERT ANG  
 TU2566  ___________________________________________________________________
 TU2566  EPOCH DATE  -        1993.62
 TU2566  LAPLACE CORR-          24.93  (seconds)                    DEFLEC99
 TU2566  GEOID HEIGHT-          20.61  (meters)                     GEOID03
 TU2566
 TU2566  HORZ ORDER  -  THIRD
 TU2566
 TU2566.The horizontal coordinates were established by classical geodetic methods
 TU2566.and adjusted by the National Geodetic Survey in December 1998..
 TU2566.The horizontal coordinates are valid at the epoch date displayed above.
 TU2566.The epoch date for horizontal control is a decimal equivalence
 TU2566.of Year/Month/Day.
 TU2566
 TU2566.The orthometric height was determined by vertical angle observations.
 TU2566
 TU2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2566
 TU2566.The geoid height was determined by GEOID03.
 TU2566
 TU2566;                    North         East     Units Scale Factor Converg.
 TU2566;SPC HI 1     -    74,990.184   455,873.232   MT  0.99999073   -0 08 25.5
 TU2566;UTM  05      - 2,159,905.545   193,473.684   MT  1.00076157   -0 58 34.0
 TU2566;UTM  04      - 2,160,198.239   823,248.572   MT  1.00089179   +1 01 45.9
 TU2566
 TU2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2566!SPC HI 1     -   0.99992486  x   0.99999073  =   0.99991560
 TU2566!UTM  05      -   0.99992486  x   1.00076157  =   1.00068638
 TU2566!UTM  04      -   0.99992486  x   1.00089179  =   1.00081659
 TU2566
 TU2566|---------------------------------------------------------------------|
 TU2566| PID    Reference Object                     Distance      Geod. Az  |
 TU2566|                                                           dddmmss.s |
 TU2566| CN5347 KANAKAU RM 1                          6.770 METERS 02546     |
 TU2566| CN5346 KANAKAU AZ MK                                      2092231.8 |
 TU2566| TU2541 KEOPUKA                             APPROX. 4.0 KM 2303635.6 |
 TU2566| CN5348 KANAKAU RM 2                          1.707 METERS 26804     |
 TU2566|---------------------------------------------------------------------|
 TU2566
 TU2566                          SUPERSEDED SURVEY CONTROL
 TU2566
 TU2566  NAD 83(1986)-  19 30 37.15580(N)    155 55 13.46354(W) AD(       ) 3
 TU2566  OLD HI      -  19 30 48.03500(N)    155 55 23.49900(W) AD(       ) 3
 TU2566
 TU2566.Superseded values are not recommended for survey control.
 TU2566.NGS no longer adjusts projects to the OLD HI datum.
 TU2566.See file dsdata.txt to determine how the superseded data were derived.
 TU2566
 TU2566_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9347459906(NAD 83)
 TU2566_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2566_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2566
 TU2566  HISTORY     - Date     Condition        Report By
 TU2566  HISTORY     - 1948     MONUMENTED       CGS
 TU2566  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2566  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2566
 TU2566                          STATION DESCRIPTION
 TU2566
 TU2566'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2566'THE STATION IS LOCATED IN THE BACK YARD OF A HOUSE ABOUT 0.25 MILE
 TU2566'SOUTH OF KEALAKEKUA, ABOUT 150 FEET WEST OF THE HIGHWAY WHICH RUNS
 TU2566'BETWEEN KEALAKEKUA AND CAPTAIN COOK, 70.2 FEET SOUTH OF A WOODEN
 TU2566'WATER TANK, 32 FEET WEST OF A ROCK HOUSE, 7.8 FEET NORTH OF A
 TU2566'LARGE, PROMINENT, TREE AND 6 FEET NORTH OF THE END OF THE
 TU2566'CONCRETE WALK.
 TU2566'
 TU2566'TO REACH FROM THE POST OFFICE AT KEALAKEKUA.  GO SOUTH ON THE ROAD
 TU2566'WHICH LEADS TOWARD CAPTAIN COOK FOR 0.25 MILE TO THE END OF TRUCK
 TU2566'TRAVEL AT THE KONA MEAT MARKET.  FROM THIS POINT PACK SOUTH, AROUND
 TU2566'THE HOUSE FOR ABOUT 200 FEET TO THE LARGE TREE AND THE STATION.
 TU2566'
 TU2566'THE STATION IS A STANDARD DISK, STAMPED KANAKAU 1948, SET INTO
 TU2566'A DRILL HOLE IN A CONCRETE WALK.
 TU2566'
 TU2566'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KANAKAU NO 1
 TU2566'1948, SET INTO A DRILL HOLE IN A CONCRETE WALK.  IT IS LOCATED
 TU2566'1 FOOT EAST OF THE EAST EDGE OF THE WALK AND IS ABOUT 1 FOOT HIGHER
 TU2566'THAN THE STATION.
 TU2566'
 TU2566'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KANAKAU NO 2
 TU2566'1948, SET INTO A DRILL HOLE IN A CONCRETE WALK.  IT IS LOCATED 9.6
 TU2566'FEET NORTHWEST OF A LARGE TREE AND IS ABOUT 6 INCHES LOWER THAN
 TU2566'THE STATION.
 TU2566'
 TU2566'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KANAKAU 1948, SET
 TU2566'IN THE TOP OF A 3 INCH PIPE WHICH PROJECTS ABOUT 2 FEET.  IT IS
 TU2566'LOCATED ABOUT 0.2 MILE SOUTH OF THE STATION, 100 YARDS WEST OF A
 TU2566'SMALL HOUSE AND IS SET IN CONCRETE IN THE TOP OF A NORTH-SOUTH
 TU2566'ROCK WALL.
 TU2566
 TU2566                          STATION RECOVERY (1958)
 TU2566
 TU2566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2566'STATION DESTROYED, A NEARBY TREE FELL AND UPROOTED THE STATION
 TU2566'MARK.
 TU2566'
 TU2566'REFERENCE MARK 1 IS STILL IN PLACE.
 TU2566'
 TU2566'REFERENCE MARK 2 HAS BEEN DISTURBED.
 TU2566'
 TU2566'NOTE--THIS STATION CAN BE REOBSERVED ONLY WITH A LARGE TOWER, IF
 TU2566'ITS POSITION IS RECOVERED.
 TU2566
 TU2566                          STATION RECOVERY (1967)
 TU2566
 TU2566'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2566'STATION MARK AND AZIMUTH MARK HAVE BEEN DESTROYED.  BOTH REFERENCE
 TU2566'MARKS WERE RECOVERED IN GOOD CONDITION.  ALL LINES ARE BLOCKED BY
 TU2566'TREES.
 TU2566'
 TU2566'THE END OF THE CONCRETE SIDEWALK IN WHICH THE STATION MARK WAS SET
 TU2566'HAS BEEN BROKEN OFF.  THE AZIMUTH MARK WAS FOUND LAYING BESIDE THE
 TU2566'STONE FENCE IN WHICH IT HAD BEEN SET.
 TU2566'
 TU2566'STATION SITE IS LOCATED 0.45 MILE SOUTH FROM THE POST OFFICE IN
 TU2566'KEALAKEKUA, ON MAKAI SIDE OF A STONE AND MORTAR BUILDING UP ON
 TU2566'CUTBANK ON RIGHT, WEST, SIDE OF THE HIGHWAY, ABOUT 150 FEET SOUTH
 TU2566'OF THE MAUNA LOA DAIRY.
 TU2566'
 TU2566'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANAKAU NO 1
 TU2566'1948, CEMENTED IN A DRILL HOLE IN THE SAME SIDEWALK THE STATION MARK
 TU2566'WAS SET IN.  IT IS 17.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 TU2566'OF THE BUILDING, 65 FEET SOUTH OF A POWER POLE WITH TRANSFORMER,
 TU2566'AND 8 INCHES WEST FROM EAST EDGE OF THE SIDEWALK.
 TU2566'
 TU2566'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KANAKAU NO 2
 TU2566'1948, CEMENTED IN A DRILL HOLE IN A SECTION OF OLD CONCRETE WALK, 12
 TU2566'FEET EAST OF EDGE OF BLUFF AND 33 FEET WEST OF DOOR OF STONE
 TU2566'BUILDING.
 TU2566'
 TU2566'BOTH REFERENCE MARKS ARE HIDDEN UNDER VERY TALL, DENSE GRASS AND
 TU2566'WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3343 ***********************************************************************
 TU3343  DESIGNATION -  KANEHALE
 TU3343  PID         -  TU3343
 TU3343  STATE/COUNTY-  HI/MAUI
 TU3343  USGS QUAD   -  
 TU3343
 TU3343                         *CURRENT SURVEY CONTROL
 TU3343  ___________________________________________________________________
 TU3343* NAD 83(1993)-  21 03 25.44334(N)    156 54 53.75404(W)     ADJUSTED  
 TU3343* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3343  ___________________________________________________________________
 TU3343  EPOCH DATE  -        1993.62
 TU3343  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 TU3343  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU3343
 TU3343  HORZ ORDER  -  THIRD
 TU3343
 TU3343.The horizontal coordinates were established by classical geodetic methods
 TU3343.and adjusted by the National Geodetic Survey in December 1998..
 TU3343.The horizontal coordinates are valid at the epoch date displayed above.
 TU3343.The epoch date for horizontal control is a decimal equivalence
 TU3343.of Year/Month/Day.
 TU3343
 TU3343.The orthometric height was scaled from a topographic map.
 TU3343
 TU3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3343
 TU3343.The geoid height was determined by GEOID03.
 TU3343
 TU3343;                    North         East     Units Scale Factor Converg.
 TU3343;SPC HI 2     -    80,144.278   474,198.411   MT  0.99997489   -0 05 21.1
 TU3343;UTM  04      - 2,329,880.316   716,651.918   MT  1.00018008   +0 44 58.0
 TU3343
 TU3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3343!SPC HI 2     -   0.99999747  x   0.99997489  =   0.99997236
 TU3343!UTM  04      -   0.99999747  x   1.00018008  =   1.00017755
 TU3343
 TU3343:                Primary Azimuth Mark                     Grid Az
 TU3343:SPC HI 2     -  MAKOLELAU                                281 51 46.3
 TU3343:UTM  04      -  MAKOLELAU                                281 01 27.2
 TU3343
 TU3343|---------------------------------------------------------------------|
 TU3343| PID    Reference Object                     Distance      Geod. Az  |
 TU3343|                                                           dddmmss.s |
 TU3343| TU3345 MAKOLELAU                           APPROX. 2.1 KM 2814625.2 |
 TU3343|---------------------------------------------------------------------|
 TU3343
 TU3343                          SUPERSEDED SURVEY CONTROL
 TU3343
 TU3343  NAD 83(1986)-  21 03 25.39805(N)    156 54 53.70495(W) AD(       ) 3
 TU3343  OLD HI      -  21 03 36.83000(N)    156 55 03.72000(W) AD(       ) 3
 TU3343
 TU3343.Superseded values are not recommended for survey control.
 TU3343.NGS no longer adjusts projects to the OLD HI datum.
 TU3343.See file dsdata.txt to determine how the superseded data were derived.
 TU3343
 TU3343_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1665229880(NAD 83)
 TU3343
 TU3343  HISTORY     - Date     Condition        Report By
 TU3343  HISTORY     - UNK      MONUMENTED
 TU3343  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3343
 TU3343                          STATION DESCRIPTION
 TU3343
 TU3343'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3343'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3343'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED
 TU3343'BY A 4 X 4 REDWOOD POST AND REFERENCED BY 3 CROSSES ON STONES.
 TU3343'
 TU3343'THE SITE WAS VISITED BUT NO MARK OF ANY KIND WAS
 TU3343'RECOVERED.  THE STATION IS BELIEVED TO BE LOST AS IT WAS
 TU3343'LOCATED ON A SANDY SHORE WHICH HAS RECEDED CONSIDERABLY
 TU3343'DUE TO ACTION OF STORM WAVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3353 ***********************************************************************
 TU3353  DESIGNATION -  KANEIAMOA 1925
 TU3353  PID         -  TU3353
 TU3353  STATE/COUNTY-  HI/MAUI
 TU3353  USGS QUAD   -  
 TU3353
 TU3353                         *CURRENT SURVEY CONTROL
 TU3353  ___________________________________________________________________
 TU3353* NAD 83(1993)-  21 09 59.86929(N)    156 52 35.61257(W)     ADJUSTED  
 TU3353* LOCAL TIDAL -        46.     (meters)     151.     (feet)  SCALED    
 TU3353  ___________________________________________________________________
 TU3353  EPOCH DATE  -        1993.62
 TU3353  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 TU3353  GEOID HEIGHT-          15.15  (meters)                     GEOID03
 TU3353
 TU3353  HORZ ORDER  -  THIRD
 TU3353
 TU3353.The horizontal coordinates were established by classical geodetic methods
 TU3353.and adjusted by the National Geodetic Survey in December 1998..
 TU3353.The horizontal coordinates are valid at the epoch date displayed above.
 TU3353.The epoch date for horizontal control is a decimal equivalence
 TU3353.of Year/Month/Day.
 TU3353
 TU3353.The orthometric height was scaled from a topographic map.
 TU3353
 TU3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3353
 TU3353.The geoid height was determined by GEOID03.
 TU3353
 TU3353;                    North         East     Units Scale Factor Converg.
 TU3353;SPC HI 2     -    92,268.829   478,202.407   MT  0.99997254   -0 04 32.8
 TU3353;UTM  04      - 2,342,064.953   720,478.406   MT  1.00020075   +0 46 01.4
 TU3353
 TU3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3353!SPC HI 2     -   0.99999039  x   0.99997254  =   0.99996293
 TU3353!UTM  04      -   0.99999039  x   1.00020075  =   1.00019114
 TU3353
 TU3353:                Primary Azimuth Mark                     Grid Az
 TU3353:SPC HI 2     -  MOKOHOLA                                 010 55 55.4
 TU3353:UTM  04      -  MOKOHOLA                                 010 05 21.2
 TU3353
 TU3353|---------------------------------------------------------------------|
 TU3353| PID    Reference Object                     Distance      Geod. Az  |
 TU3353|                                                           dddmmss.s |
 TU3353| TU3373 MOKOHOLA                            APPROX. 0.6 KM 0105122.6 |
 TU3353| TU3354 HAUPU 1925                          APPROX. 1.2 KM 2703754.4 |
 TU3353| TU3356 MOKAPU                              APPROX. 5.2 KM 2904614.9 |
 TU3353|---------------------------------------------------------------------|
 TU3353
 TU3353                          SUPERSEDED SURVEY CONTROL
 TU3353
 TU3353  NAD 83(1986)-  21 09 59.83074(N)    156 52 35.55648(W) AD(       ) 3
 TU3353  OLD HI      -  21 10 11.30600(N)    156 52 45.64500(W) AD(       ) 3
 TU3353
 TU3353.Superseded values are not recommended for survey control.
 TU3353.NGS no longer adjusts projects to the OLD HI datum.
 TU3353.See file dsdata.txt to determine how the superseded data were derived.
 TU3353
 TU3353_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2047842065(NAD 83)
 TU3353
 TU3353  HISTORY     - Date     Condition        Report By
 TU3353  HISTORY     - 1925     MONUMENTED       CGS
 TU3353  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3353
 TU3353                          STATION DESCRIPTION
 TU3353
 TU3353'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU3353'STATION IS ON UMILEHI PT., 0.26 MILES SOUTH OF MOKOHOLA ISLAND,
 TU3353'ON EASTERN TIP OF PELEKUNU BAY.  TO REACH STATION A LANDING CAN
 TU3353'BE MADE BY SMALL BOAT IN THE PROTECTION OF PELEKUNU BAY.  CLIMB
 TU3353'200 FEET FROM SEA LEVEL TO THE HIGHEST POINT OF THE MORE
 TU3353'WESTWARD OF TWO PROJECTIONS OF UNILEHI POINT.  STATION IS MARKED
 TU3353'BY A BADLY RUSTED GALVANIZED ONE INCH STEEL PIPE PROJECTING ONE
 TU3353'FOOT ABOVE A CONCRETE BASE SET IN THE GROUND.  NO REFERENCE
 TU3353'MARKS WERE FOUND.
 TU3353'
 TU3353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3353'6.1 MILES BEARING 103 DEG FROM KALUPAPA, MOLOKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3147 ***********************************************************************
 TU3147  DESIGNATION -  KANELOA
 TU3147  PID         -  TU3147
 TU3147  STATE/COUNTY-  HI/MAUI
 TU3147  USGS QUAD   -  
 TU3147
 TU3147                         *CURRENT SURVEY CONTROL
 TU3147  ___________________________________________________________________
 TU3147* NAD 83(1993)-  20 32 03.85822(N)    156 34 50.00813(W)     ADJUSTED  
 TU3147* LOCAL TIDAL -       333.3    (meters)    1094.     (feet)  VERT ANG  
 TU3147  ___________________________________________________________________
 TU3147  EPOCH DATE  -        1993.62
 TU3147  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 TU3147  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU3147
 TU3147  HORZ ORDER  -  SECOND
 TU3147
 TU3147.The horizontal coordinates were established by classical geodetic methods
 TU3147.and adjusted by the National Geodetic Survey in December 1998..
 TU3147.The horizontal coordinates are valid at the epoch date displayed above.
 TU3147.The epoch date for horizontal control is a decimal equivalence
 TU3147.of Year/Month/Day.
 TU3147
 TU3147.The orthometric height was determined by vertical angle observations.
 TU3147
 TU3147.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3147
 TU3147.The geoid height was determined by GEOID03.
 TU3147
 TU3147;                    North         East     Units Scale Factor Converg.
 TU3147;SPC HI 2     -    22,262.226   508,979.944   MT  0.99996766   +0 01 48.7
 TU3147;UTM  04      - 2,272,489.522   752,278.163   MT  1.00038664   +0 50 56.8
 TU3147
 TU3147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3147!SPC HI 2     -   0.99994514  x   0.99996766  =   0.99991280
 TU3147!UTM  04      -   0.99994514  x   1.00038664  =   1.00033176
 TU3147
 TU3147|---------------------------------------------------------------------|
 TU3147| PID    Reference Object                     Distance      Geod. Az  |
 TU3147|                                                           dddmmss.s |
 TU3147| CN5349 KANELOA RM 1                          5.844 METERS 06225     |
 TU3147| CN5350 KANELOA RM 2                         15.730 METERS 18119     |
 TU3147| TU3151 BLACK 2                             APPROX. 2.7 KM 2410328.4 |
 TU3147|---------------------------------------------------------------------|
 TU3147
 TU3147                          SUPERSEDED SURVEY CONTROL
 TU3147
 TU3147  NAD 83(1986)-  20 32 03.83693(N)    156 34 49.99625(W) AD(       ) 2
 TU3147  OLD HI      -  20 32 15.28780(N)    156 35 00.15770(W) AD(       ) 2
 TU3147
 TU3147.Superseded values are not recommended for survey control.
 TU3147.NGS no longer adjusts projects to the OLD HI datum.
 TU3147.See file dsdata.txt to determine how the superseded data were derived.
 TU3147
 TU3147_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5227872490(NAD 83)
 TU3147_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3147_SETTING: 80 = SET IN A BOULDER
 TU3147_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3147
 TU3147  HISTORY     - Date     Condition        Report By
 TU3147  HISTORY     - 1963     MONUMENTED       CGS
 TU3147
 TU3147                          STATION DESCRIPTION
 TU3147
 TU3147'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3147'STATION IS LOCATED IN THE SOUTHEAST PART OF KAHOOLAWE ISLAND,
 TU3147'ABOUT 1-3/4 MILES WEST OF BECK COVE, 1-1/4 MILES EAST-NORTHEAST OF
 TU3147'KAMOHIO BAY AND 1/2 MILE NORTH OF A LINE EXTENDED BETWEEN THE
 TU3147'NORTH TIP OF KAMOHIO BAY AND THE SOUTH TIP OF BECK COVE, ON A
 TU3147'FLAT, BOULDER-COVERED HILL AT ABOUT 1100 FEET ELEVATION.
 TU3147'
 TU3147'STATION IS BEST REACHED BY MAKING A SKIFF LANDING IN BECK
 TU3147'COVE.  FROM HERE PACK WEST-SOUTHWEST UP STEEP, ROCKY CANYON ABOUT
 TU3147'3/4 MILE TO TOP, THEN BEAR SLIGHTLY RIGHT AND GO WEST-NORTHWEST
 TU3147'ACROSS BARE RED DIRT AREA FOR ABOUT 1-1/4 MILES TO STATION JUST
 TU3147'AFTER CROSSING A DEEP CANYON.
 TU3147'
 TU3147'STATION MARK IS A STANDARD DISK STAMPED KANELOA 1963, CEMENTED
 TU3147'IN A DRILL HOLE IN THE NORTH SECTION OF A 2-1/2 X 5-FOOT BOULDER
 TU3147'THAT PROJECTS 1 FOOT ABOVE GROUND AND IS SEPARATED INTO SECTIONS
 TU3147'BY A CRACK.  IT IS ABOUT 40 YARDS SOUTH-SOUTHEAST OF A ROW OF 5
 TU3147'SMALL, SPARSE BUSHES WHICH ARE THE ONLY VEGETATION IN THE
 TU3147'VICINITY, AND 50 YARDS NORTHWEST OF THE ROCKY POINT OF THE HILL
 TU3147'WHERE IT BEGINS TO DROP STEEPLY DOWN INTO THE CANYON.
 TU3147'
 TU3147'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANELOA NO 1
 TU3147'1963, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS 6
 TU3147'INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU3147'
 TU3147'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KANELOA
 TU3147'NO 2 1963, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BOULDER THAT
 TU3147'PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER
 TU3147'THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1093 ***********************************************************************
 TU1093  DESIGNATION -  KANEOHE 1926
 TU1093  PID         -  TU1093
 TU1093  STATE/COUNTY-  HI/HONOLULU
 TU1093  USGS QUAD   -  KANEOHE (1983)
 TU1093
 TU1093                         *CURRENT SURVEY CONTROL
 TU1093  ___________________________________________________________________
 TU1093* NAD 83(1993)-  21 24 29.52389(N)    157 46 52.58303(W)     ADJUSTED  
 TU1093* LOCAL TIDAL -        30.     (meters)      98.     (feet)  SCALED    
 TU1093  ___________________________________________________________________
 TU1093  EPOCH DATE  -        1993.62
 TU1093  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TU1093  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU1093
 TU1093  HORZ ORDER  -  THIRD
 TU1093
 TU1093.The horizontal coordinates were established by classical geodetic methods
 TU1093.and adjusted by the National Geodetic Survey in December 1998..
 TU1093.The horizontal coordinates are valid at the epoch date displayed above.
 TU1093.The epoch date for horizontal control is a decimal equivalence
 TU1093.of Year/Month/Day.
 TU1093
 TU1093.The orthometric height was scaled from a topographic map.
 TU1093
 TU1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1093
 TU1093.The geoid height was determined by GEOID03.
 TU1093
 TU1093;                    North         East     Units Scale Factor Converg.
 TU1093;SPC HI 3     -    26,758.413   522,678.537   MT  0.99999635   +0 04 47.4
 TU1093;UTM  04      - 2,367,815.889   626,320.306   MT  0.99979718   +0 26 41.7
 TU1093
 TU1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1093!SPC HI 3     -   0.99999277  x   0.99999635  =   0.99998912
 TU1093!UTM  04      -   0.99999277  x   0.99979718  =   0.99978995
 TU1093
 TU1093:                Primary Azimuth Mark                     Grid Az
 TU1093:SPC HI 3     -  SHERIFF                                  009 38 42.1
 TU1093:UTM  04      -  SHERIFF                                  009 16 47.8
 TU1093
 TU1093|---------------------------------------------------------------------|
 TU1093| PID    Reference Object                     Distance      Geod. Az  |
 TU1093|                                                           dddmmss.s |
 TU1093| TU1090 SHERIFF                             APPROX. 4.0 KM 0094329.5 |
 TU1093| TU1082 VENICE                              APPROX. 3.8 KM 0333900.3 |
 TU1093| TU1112 HEEIA                               APPROX. 5.9 KM 3132730.0 |
 TU1093| TU1094 MOKUOLOE ISLAND                     APPROX. 2.9 KM 3460410.5 |
 TU1093|---------------------------------------------------------------------|
 TU1093
 TU1093                          SUPERSEDED SURVEY CONTROL
 TU1093
 TU1093  NAD 83(1986)-  21 24 29.47382(N)    157 46 52.59103(W) AD(       ) 3
 TU1093  OLD HI      -  21 24 40.87900(N)    157 47 02.47800(W) AD(       ) 3
 TU1093
 TU1093.Superseded values are not recommended for survey control.
 TU1093.NGS no longer adjusts projects to the OLD HI datum.
 TU1093.See file dsdata.txt to determine how the superseded data were derived.
 TU1093
 TU1093_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2632067816(NAD 83)
 TU1093
 TU1093  HISTORY     - Date     Condition        Report By
 TU1093  HISTORY     - 1926     MONUMENTED       CGS
 TU1093  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1093
 TU1093                          STATION DESCRIPTION
 TU1093
 TU1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1093'ON THE EASTERN COAST OF OAHU, CLOSE TO THE SHORE AT THE SOUTHERN
 TU1093'END OF KANEOHE BAY.  A ROAD FROM THE VICINITY OF KAILUA BEACH
 TU1093'CROSSES MOKAPU PENINSULA AND CONTINUES WEST CLOSELY FOLLOWING
 TU1093'THE SHORE AT THE SOUTH END OF KANEOHE BAY, WHERE IT ABRUPTLY
 TU1093'LEAVES THE BAY AND GOES STRAIGHT OUT TO THE HONOLULU-KANEOHE
 TU1093'ROAD, GOING THROUGH A DEEP CUT.  STATION IS ON THE NORTH BANK OF
 TU1093'THIS CUT, AT THE HIGHEST PART OF THE RISE, AND ON THE SIDE OF
 TU1093'THE ROAD TOWARD KANEOHE VILLAGE.  IT IS ABOUT 100 METERS FROM
 TU1093'THE WATER OF A FISH POND.  FROM THE STATION THE RADIO TOWERS
 TU1093'AT HEEIA NAVAL RADIO AND THE TRIANGULATION STATION HEEIA ARE
 TU1093'IN RANGE.  BEST REACHED FROM HONOLULU ROAD, TURNING OFF TO
 TU1093'RIGHT (PINEAPPLE FIELD ROAD) JUST BEFORE REACHING ROAD TO
 TU1093'KANEOHE CORAL GARDENS.  MARKED BY A 2-INCH GALVANIZED IRON PIPE
 TU1093'SET IN CONCRETE.  THIS IS A PRIVATE LAND SURVEY MARK.
 TU1093
 TU1093                          STATION RECOVERY (1932)
 TU1093
 TU1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1093'SEARCHED FOR BUT NOT FOUND.  MARK MAY HAVE WASHED DOWN INTO
 TU1093'ROAD.  THE RANGE MENTIONED IN DESCRIPTION WAS OPEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1074 ***********************************************************************
 TU1074  DESIGNATION -  KANEOHE BAY E RADIO TOWER OF 3
 TU1074  PID         -  TU1074
 TU1074  STATE/COUNTY-  HI/HONOLULU
 TU1074  USGS QUAD   -  MOKAPU (1983)
 TU1074
 TU1074                         *CURRENT SURVEY CONTROL
 TU1074  ___________________________________________________________________
 TU1074* NAD 83(1993)-  21 27 06.46418(N)    157 45 09.40167(W)     ADJUSTED  
 TU1074* LOCAL TIDAL -                                                        
 TU1074  ___________________________________________________________________
 TU1074  EPOCH DATE  -        1993.62
 TU1074  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 TU1074  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU1074
 TU1074  HORZ ORDER  -  THIRD
 TU1074
 TU1074.The horizontal coordinates were established by classical geodetic methods
 TU1074.and adjusted by the National Geodetic Survey in December 1998..
 TU1074.The horizontal coordinates are valid at the epoch date displayed above.
 TU1074.The epoch date for horizontal control is a decimal equivalence
 TU1074.of Year/Month/Day.
 TU1074
 TU1074
 TU1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1074
 TU1074.The geoid height was determined by GEOID03.
 TU1074
 TU1074;                    North         East     Units Scale Factor Converg.
 TU1074;SPC HI 3     -    31,589.712   525,642.680   MT  0.99999812   +0 05 25.7
 TU1074;UTM  04      - 2,372,665.046   629,253.002   MT  0.99980644   +0 27 22.5
 TU1074
 TU1074                          SUPERSEDED SURVEY CONTROL
 TU1074
 TU1074  NAD 83(1986)-  21 27 06.41443(N)    157 45 09.40930(W) AD(       ) 4
 TU1074  OLD HI      -  21 27 17.84812(N)    157 45 19.28803(W) AD(       ) 3
 TU1074
 TU1074.Superseded values are not recommended for survey control.
 TU1074.NGS no longer adjusts projects to the OLD HI datum.
 TU1074.See file dsdata.txt to determine how the superseded data were derived.
 TU1074
 TU1074_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2925372665(NAD 83)
 TU1074
 TU1074  HISTORY     - Date     Condition        Report By
 TU1074  HISTORY     - UNK      MONUMENTED
 TU1074  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1074  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1074  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1074
 TU1074                          STATION DESCRIPTION
 TU1074
 TU1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1074'THE STATION IS THE TOP OF THREE RED AND WHITE PAINTED STRUCTURAL
 TU1074'STEEL TOWERS AT THE MARINE CORPS AIR STATION AT KANEOHE.  THE
 TU1074'TOWERS ARE JUST NORTHEAST OF HAWAIILOA HILL.
 TU1074
 TU1074                          STATION RECOVERY (1963)
 TU1074
 TU1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1074'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE EAST
 TU1074'1 OF 3 IDENTICAL TOWERS SETTING IN A TRIANGLE PATTERN ABOUT
 TU1074'400 FEET ON EACH SIDE, WITH BUILDING NO. 501 AT THE
 TU1074'CENTER.  THE TOWERS ARE 3-LEGGED, PAINTED ALTERNATE RED AND
 TU1074'WHITE, ABOUT 140 FEET HIGH, AND HAVE A SMALL RECTANGULAR
 TU1074'PLATFORM WITH GUARD RAIL, ON THEIR TOPS.  LOCATED ON THE
 TU1074'KANEOHE MARINE CORPS AIR STATION, ABOUT 1/4 MILE SOUTH FROM THE
 TU1074'NORTH SHORELINE OF THE BASE, ON THE WEST END OF THE GOLF
 TU1074'COURSE, AND ALONG THE WEST SIDE OF MOFFETT ROAD.
 TU1074
 TU1074                          STATION RECOVERY (1969)
 TU1074
 TU1074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1074'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1074'DESCRIBED BY W.R. PORTER IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1127 ***********************************************************************
 TU1127  DESIGNATION -  KANEOHE BAY HAWAIILOA HILL BCN
 TU1127  PID         -  TU1127
 TU1127  STATE/COUNTY-  HI/HONOLULU
 TU1127  USGS QUAD   -  MOKAPU (1983)
 TU1127
 TU1127                         *CURRENT SURVEY CONTROL
 TU1127  ___________________________________________________________________
 TU1127* NAD 83(1993)-  21 26 53.02472(N)    157 45 24.53795(W)     ADJUSTED  
 TU1127* LOCAL TIDAL -                                                        
 TU1127  ___________________________________________________________________
 TU1127  EPOCH DATE  -        1993.62
 TU1127  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 TU1127  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1127
 TU1127  HORZ ORDER  -  THIRD
 TU1127
 TU1127.The horizontal coordinates were established by classical geodetic methods
 TU1127.and adjusted by the National Geodetic Survey in December 1998..
 TU1127.The horizontal coordinates are valid at the epoch date displayed above.
 TU1127.The epoch date for horizontal control is a decimal equivalence
 TU1127.of Year/Month/Day.
 TU1127
 TU1127
 TU1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1127
 TU1127.The geoid height was determined by GEOID03.
 TU1127
 TU1127;                    North         East     Units Scale Factor Converg.
 TU1127;SPC HI 3     -    31,175.682   525,207.506   MT  0.99999785   +0 05 20.1
 TU1127;UTM  04      - 2,372,248.327   628,820.564   MT  0.99980506   +0 27 16.7
 TU1127
 TU1127                          SUPERSEDED SURVEY CONTROL
 TU1127
 TU1127  NAD 83(1986)-  21 26 52.97527(N)    157 45 24.54595(W) AD(       ) 4
 TU1127  OLD HI      -  21 27 04.39602(N)    157 45 34.42812(W) AD(       ) 3
 TU1127
 TU1127.Superseded values are not recommended for survey control.
 TU1127.NGS no longer adjusts projects to the OLD HI datum.
 TU1127.See file dsdata.txt to determine how the superseded data were derived.
 TU1127
 TU1127_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2882172248(NAD 83)
 TU1127
 TU1127  HISTORY     - Date     Condition        Report By
 TU1127  HISTORY     - UNK      MONUMENTED
 TU1127  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1127  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1127  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1127
 TU1127                          STATION DESCRIPTION
 TU1127
 TU1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1127'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE ROTATING,
 TU1127'AIRPORT BEACON LIGHT (WHITE AND GREEN LIGHTS) MOUNTED ON THE
 TU1127'CENTER OF THE ROOF OF THE KANSAS TOWER OBSERVATION TOWER ON
 TU1127'HAWAIILOA HILL ON THE KANEOHE MARINE CORPS AIR STATION AT
 TU1127'KANEOHE.
 TU1127
 TU1127                          STATION RECOVERY (1969)
 TU1127
 TU1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1127'THE STATION IS THE BEACON ATOP THE CONTROL TOWER ON HAWAIILOA
 TU1127'HILL AT THE MARINE AIR STATION AT KANEOHE.
 TU1127
 TU1127                          STATION RECOVERY (1976)
 TU1127
 TU1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1127'STATION WAS RECOVERED AS DESCRIBED IN 1963.
 TU1127'
 TU1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1127'AT KANEOHE MARINE CORPS AIR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1089 ***********************************************************************
 TU1089  DESIGNATION -  KANEOHE BAY MCAS RADIO BEAM
 TU1089  PID         -  TU1089
 TU1089  STATE/COUNTY-  HI/HONOLULU
 TU1089  USGS QUAD   -  KANEOHE (1983)
 TU1089
 TU1089                         *CURRENT SURVEY CONTROL
 TU1089  ___________________________________________________________________
 TU1089* NAD 83(1993)-  21 26 40.51496(N)    157 46 21.53355(W)     ADJUSTED  
 TU1089* LOCAL TIDAL -                                                        
 TU1089  ___________________________________________________________________
 TU1089  EPOCH DATE  -        1993.62
 TU1089  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 TU1089  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1089
 TU1089  HORZ ORDER  -  THIRD
 TU1089
 TU1089.The horizontal coordinates were established by classical geodetic methods
 TU1089.and adjusted by the National Geodetic Survey in December 1998..
 TU1089.The horizontal coordinates are valid at the epoch date displayed above.
 TU1089.The epoch date for horizontal control is a decimal equivalence
 TU1089.of Year/Month/Day.
 TU1089
 TU1089
 TU1089.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1089
 TU1089.The geoid height was determined by GEOID03.
 TU1089
 TU1089;                    North         East     Units Scale Factor Converg.
 TU1089;SPC HI 3     -    30,788.465   523,566.962   MT  0.99999686   +0 04 59.2
 TU1089;UTM  04      - 2,371,850.725   627,182.844   MT  0.99979988   +0 26 55.6
 TU1089
 TU1089                          SUPERSEDED SURVEY CONTROL
 TU1089
 TU1089  NAD 83(1986)-  21 26 40.46531(N)    157 46 21.54175(W) AD(       ) 4
 TU1089  OLD HI      -  21 26 51.87600(N)    157 46 31.42800(W) AD(       ) 3
 TU1089
 TU1089.Superseded values are not recommended for survey control.
 TU1089.NGS no longer adjusts projects to the OLD HI datum.
 TU1089.See file dsdata.txt to determine how the superseded data were derived.
 TU1089
 TU1089_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2718371851(NAD 83)
 TU1089
 TU1089  HISTORY     - Date     Condition        Report By
 TU1089  HISTORY     - UNK      MONUMENTED
 TU1089  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1089
 TU1089                          STATION DESCRIPTION
 TU1089
 TU1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1089'STATION WAS IDENTIFIED BY ANGLE FROM SURROUNDING STATION.
 TU1089'
 TU1089'LOCATED ABOUT 2-1/2 MILES NORTHEAST OF KANEOHE, AT WEST END OF
 TU1089'THE KANEOHE MARINE CORPS AIR STATION, NEAR SOUTHWEST END OF THE
 TU1089'RUNWAY, ON ROOF OF THE CONTROL TOWER, WHICH IS LOCATED ON THE
 TU1089'NORTHWEST CORNER OF THE ROOF OF BUILDING NO. 105.
 TU1089'
 TU1089'STATION IS A GREY, CAPSULE-SHAPED CYLINDER ABOUT 1 FOOT IN
 TU1089'DIAMETER AND 3 FEET LONG, MOUNTED VERTICALLY ON TOP OF A 12-FOOT
 TU1089'PIPE ON THE NORTHEAST SIDE OF THE CONTROL TOWER ROOF.  IT IS A
 TU1089'RECEIVING ANTENNA FOR UHF DIRECTION-FINDING EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1080 ***********************************************************************
 TU1080  DESIGNATION -  KANEOHE HAWAIIAN TEL MICROWAVE
 TU1080  PID         -  TU1080
 TU1080  STATE/COUNTY-  HI/HONOLULU
 TU1080  USGS QUAD   -  MOKAPU (1983)
 TU1080
 TU1080                         *CURRENT SURVEY CONTROL
 TU1080  ___________________________________________________________________
 TU1080* NAD 83(1993)-  21 25 20.80860(N)    157 45 25.25934(W)     ADJUSTED  
 TU1080* LOCAL TIDAL -                                                        
 TU1080  ___________________________________________________________________
 TU1080  EPOCH DATE  -        1993.62
 TU1080  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 TU1080  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1080
 TU1080  HORZ ORDER  -  THIRD
 TU1080
 TU1080.The horizontal coordinates were established by classical geodetic methods
 TU1080.and adjusted by the National Geodetic Survey in December 1998..
 TU1080.The horizontal coordinates are valid at the epoch date displayed above.
 TU1080.The epoch date for horizontal control is a decimal equivalence
 TU1080.of Year/Month/Day.
 TU1080
 TU1080
 TU1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1080
 TU1080.The geoid height was determined by GEOID03.
 TU1080
 TU1080;                    North         East     Units Scale Factor Converg.
 TU1080;SPC HI 3     -    28,339.431   525,191.130   MT  0.99999784   +0 05 19.5
 TU1080;UTM  04      - 2,369,412.576   628,822.281   MT  0.99980507   +0 27 14.6
 TU1080
 TU1080                          SUPERSEDED SURVEY CONTROL
 TU1080
 TU1080  NAD 83(1986)-  21 25 20.76050(N)    157 45 25.26706(W) AD(       ) 4
 TU1080  OLD HI      -  21 25 32.18045(N)    157 45 35.15498(W) AD(       ) 3
 TU1080
 TU1080.Superseded values are not recommended for survey control.
 TU1080.NGS no longer adjusts projects to the OLD HI datum.
 TU1080.See file dsdata.txt to determine how the superseded data were derived.
 TU1080
 TU1080_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2882269413(NAD 83)
 TU1080
 TU1080  HISTORY     - Date     Condition        Report By
 TU1080  HISTORY     - 1969     MONUMENTED       CGS
 TU1080  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1080
 TU1080                          STATION DESCRIPTION
 TU1080
 TU1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1080'THE STATION IS THE TOP CENTER OF THE TOWER, WHICH IS LOCATED ON
 TU1080'THE SUMMIT OF PUU PAPAA MOUNTAIN, ABOUT 100 FEET NORTHWEST OF
 TU1080'TRIANGULATION STATION PAPAA 2 1932.  IT IS THREE-LEGGED STEEL
 TU1080'TOWER WITH TWO RADAR DISHES AT THE TOP, AND IS 50 FEET HIGH.
 TU1080
 TU1080                          STATION RECOVERY (1973)
 TU1080
 TU1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1080'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 TU1080'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1163 ***********************************************************************
 TU1163  DESIGNATION -  KANEOHE MCAS WINDSOCK
 TU1163  PID         -  TU1163
 TU1163  STATE/COUNTY-  HI/HONOLULU
 TU1163  USGS QUAD   -  KANEOHE (1983)
 TU1163
 TU1163                         *CURRENT SURVEY CONTROL
 TU1163  ___________________________________________________________________
 TU1163* NAD 83(1993)-  21 26 38.79850(N)    157 46 38.35035(W)     ADJUSTED  
 TU1163* LOCAL TIDAL -                                                        
 TU1163  ___________________________________________________________________
 TU1163  EPOCH DATE  -        1993.62
 TU1163  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 TU1163  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU1163
 TU1163  HORZ ORDER  -  THIRD
 TU1163
 TU1163.The horizontal coordinates were established by classical geodetic methods
 TU1163.and adjusted by the National Geodetic Survey in December 1998..
 TU1163.The horizontal coordinates are valid at the epoch date displayed above.
 TU1163.The epoch date for horizontal control is a decimal equivalence
 TU1163.of Year/Month/Day.
 TU1163
 TU1163
 TU1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1163
 TU1163.The geoid height was determined by GEOID03.
 TU1163
 TU1163;                    North         East     Units Scale Factor Converg.
 TU1163;SPC HI 3     -    30,734.978   523,082.811   MT  0.99999658   +0 04 53.1
 TU1163;UTM  04      - 2,371,794.160   626,699.140   MT  0.99979836   +0 26 49.4
 TU1163
 TU1163                          SUPERSEDED SURVEY CONTROL
 TU1163
 TU1163  NAD 83(1986)-  21 26 38.74884(N)    157 46 38.35831(W) AD(       ) 4
 TU1163  OLD HI      -  21 26 50.17385(N)    157 46 48.24347(W) AD(       ) 3
 TU1163
 TU1163.Superseded values are not recommended for survey control.
 TU1163.NGS no longer adjusts projects to the OLD HI datum.
 TU1163.See file dsdata.txt to determine how the superseded data were derived.
 TU1163
 TU1163_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2669971794(NAD 83)
 TU1163
 TU1163  HISTORY     - Date     Condition        Report By
 TU1163  HISTORY     - 1976     MONUMENTED       NGS
 TU1163
 TU1163                          STATION DESCRIPTION
 TU1163
 TU1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1163'LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE TOWN OF KANEOHE, AT
 TU1163'THE KANEOHE MARINE CORPS AIR STATION, NEAR THE NORTHWEST CORNER
 TU1163'OF THE SOUTHWEST END OF THE MAIN RUNWAY AND ABOUT 4 METERS EAST
 TU1163'OF THE SHORELINE OF KANEOHE BAY.
 TU1163'
 TU1163'THE WINDSOCK IS ATTACHED TO A VERTICAL PIPE THAT IS HINGED TO
 TU1163'TWO SIMILIAR, 8 FOOT HIGH VERTICAL PIPES THAT RISE ABOVE A
 TU1163'RECTANGULAR, CONCRETE BASE.  THE POINT INTERSECTED WAS THE SINGLE
 TU1163'PIPE WHERE IT JOINS THE TWO PIPES.  THE OVERALL HEIGHT OF THE
 TU1163'WINDSOCK IS ABOUT 16 FEET.  ITS BASE IS ABOUT 5 FEET ABOVE
 TU1163'SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1164 ***********************************************************************
 TU1164  DESIGNATION -  KANEOHE MCAS WINDSOCK ECC
 TU1164  PID         -  TU1164
 TU1164  STATE/COUNTY-  HI/HONOLULU
 TU1164  USGS QUAD   -  KANEOHE (1983)
 TU1164
 TU1164                         *CURRENT SURVEY CONTROL
 TU1164  ___________________________________________________________________
 TU1164* NAD 83(1993)-  21 26 38.81047(N)    157 46 38.40402(W)     ADJUSTED  
 TU1164* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1164  ___________________________________________________________________
 TU1164  EPOCH DATE  -        1993.62
 TU1164  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 TU1164  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU1164
 TU1164  HORZ ORDER  -  THIRD
 TU1164
 TU1164.The horizontal coordinates were established by classical geodetic methods
 TU1164.and adjusted by the National Geodetic Survey in December 1998..
 TU1164.No horizontal observational check was made to the station.
 TU1164.The horizontal coordinates are valid at the epoch date displayed above.
 TU1164.The epoch date for horizontal control is a decimal equivalence
 TU1164.of Year/Month/Day.
 TU1164
 TU1164.The orthometric height was scaled from a topographic map.
 TU1164
 TU1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1164
 TU1164.The geoid height was determined by GEOID03.
 TU1164
 TU1164;                    North         East     Units Scale Factor Converg.
 TU1164;SPC HI 3     -    30,735.344   523,081.265   MT  0.99999658   +0 04 53.1
 TU1164;UTM  04      - 2,371,794.516   626,697.592   MT  0.99979836   +0 26 49.4
 TU1164
 TU1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1164!SPC HI 3     -   0.99999722  x   0.99999658  =   0.99999380
 TU1164!UTM  04      -   0.99999722  x   0.99979836  =   0.99979558
 TU1164
 TU1164|---------------------------------------------------------------------|
 TU1164| PID    Reference Object                     Distance      Geod. Az  |
 TU1164|                                                           dddmmss.s |
 TU1164| TU1163 KANEOHE MCAS WINDSOCK                 1.589 METERS 10324     |
 TU1164| TU1129 PAPAA 2                             APPROX. 3.2 KM 1383211.9 |
 TU1164|---------------------------------------------------------------------|
 TU1164
 TU1164                          SUPERSEDED SURVEY CONTROL
 TU1164
 TU1164  NAD 83(1986)-  21 26 38.76077(N)    157 46 38.41208(W) AD(       ) 3
 TU1164  OLD HI      -  21 26 50.18580(N)    157 46 48.29733(W) AD(       ) 3
 TU1164
 TU1164.Superseded values are not recommended for survey control.
 TU1164.NGS no longer adjusts projects to the OLD HI datum.
 TU1164.See file dsdata.txt to determine how the superseded data were derived.
 TU1164
 TU1164_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2669871795(NAD 83)
 TU1164
 TU1164  HISTORY     - Date     Condition        Report By
 TU1164  HISTORY     - 1976     MONUMENTED       NGS
 TU1164
 TU1164                          STATION DESCRIPTION
 TU1164
 TU1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TU1164'SEE STATION KANEOHE MCAS WINDSOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1132 ***********************************************************************
 TU1132  DESIGNATION -  KANEOHE NEW
 TU1132  PID         -  TU1132
 TU1132  STATE/COUNTY-  HI/HONOLULU
 TU1132  USGS QUAD   -  KANEOHE (1983)
 TU1132
 TU1132                         *CURRENT SURVEY CONTROL
 TU1132  ___________________________________________________________________
 TU1132* NAD 83(1993)-  21 24 31.17853(N)    157 46 56.07696(W)     ADJUSTED  
 TU1132* LOCAL TIDAL -        20.     (meters)      66.     (feet)  SCALED    
 TU1132  ___________________________________________________________________
 TU1132  EPOCH DATE  -        1993.62
 TU1132  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TU1132  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU1132
 TU1132  HORZ ORDER  -  THIRD
 TU1132
 TU1132.The horizontal coordinates were established by classical geodetic methods
 TU1132.and adjusted by the National Geodetic Survey in December 1998..
 TU1132.The horizontal coordinates are valid at the epoch date displayed above.
 TU1132.The epoch date for horizontal control is a decimal equivalence
 TU1132.of Year/Month/Day.
 TU1132
 TU1132.The orthometric height was scaled from a topographic map.
 TU1132
 TU1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1132
 TU1132.The geoid height was determined by GEOID03.
 TU1132
 TU1132;                    North         East     Units Scale Factor Converg.
 TU1132;SPC HI 3     -    26,809.163   522,577.836   MT  0.99999630   +0 04 46.1
 TU1132;UTM  04      - 2,367,865.986   626,219.305   MT  0.99979686   +0 26 40.4
 TU1132
 TU1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1132!SPC HI 3     -   0.99999434  x   0.99999630  =   0.99999064
 TU1132!UTM  04      -   0.99999434  x   0.99979686  =   0.99979120
 TU1132
 TU1132:                Primary Azimuth Mark                     Grid Az
 TU1132:SPC HI 3     -  HAWAIILOA HILL                           031 04 32.8
 TU1132:UTM  04      -  HAWAIILOA HILL                           030 42 38.5
 TU1132
 TU1132|---------------------------------------------------------------------|
 TU1132| PID    Reference Object                     Distance      Geod. Az  |
 TU1132|                                                           dddmmss.s |
 TU1132| TU1128 HAWAIILOA HILL                      APPROX. 5.1 KM 0310918.9 |
 TU1132| CJ9558 KANEOHE NEW RM 2                      3.205 METERS 08823     |
 TU1132| CJ9557 KANEOHE NEW RM 1                      3.415 METERS 34845     |
 TU1132|---------------------------------------------------------------------|
 TU1132
 TU1132                          SUPERSEDED SURVEY CONTROL
 TU1132
 TU1132  NAD 83(1986)-  21 24 31.12847(N)    157 46 56.08501(W) AD(       ) 4
 TU1132  OLD HI      -  21 24 42.53300(N)    157 47 05.97000(W) AD(       ) 3
 TU1132
 TU1132.Superseded values are not recommended for survey control.
 TU1132.NGS no longer adjusts projects to the OLD HI datum.
 TU1132.See file dsdata.txt to determine how the superseded data were derived.
 TU1132
 TU1132_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2621967866(NAD 83)
 TU1132
 TU1132  HISTORY     - Date     Condition        Report By
 TU1132  HISTORY     - 1957     MONUMENTED       HITS
 TU1132  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1132
 TU1132                          STATION DESCRIPTION
 TU1132
 TU1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1132'AN IRON PIPE SET CONCRETE WAS RECOVERED.  CHECK ANGLE OBSERVATIONS
 TU1132'PROVED IT TO BE THE STATION.  TWO NEW REFERENCE MARKS WERE
 TU1132'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1132'
 TU1132'STATION IS LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF KANEOHE,
 TU1132'ALONG THE NORTHWEST SIDE OF KANEOHE BAY DRIVE, ON THE SUMMIT OF
 TU1132'A SMALL, BRUSHY HILL OF ABOUT 140 FEET ELEVATION THAT HAS A LONE,
 TU1132'WOODEN ANTENNA POLE ABOUT 40 FEET HIGH ON IT.
 TU1132'
 TU1132'TO REACH STATION FROM THE POST OFFICE IN KANEOHE, GO SOUTHERLY
 TU1132'ON STATE HIGHWAY 83 FOR 1.2 MILES.  TURN LEFT AND GO EAST ON
 TU1132'KANEOHE BAY DRIVE FOR 1.35 MILES TO HILL ON LEFT, BY A LATTER DAY
 TU1132'SAINTS CHURCH SCHOOL.  PACK NORTHWEST ABOUT 140 YARDS TO TOP OF
 TU1132'HILL AND STATION.
 TU1132'
 TU1132'STATION MARK IS THE CENTER OF A 1-1/2-INCH, IRON PIPE THAT IS
 TU1132'SET IN AN 18-INCH-DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH
 TU1132'THE GROUND, AND HAS KANEOHE 2 INSCRIBED IN IT.  THE PIPE PROJECTS
 TU1132'4 INCHES ABOVE THE CONCRETE AND IS 7.2 FEET WEST-NORTHWEST OF THE
 TU1132'CENTER OF THE WOODEN ANTENNA POLE.
 TU1132'
 TU1132'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANEOHE
 TU1132'NEW NO 1 1957 1964, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE
 TU1132'THAT IS SET IN CONCRETE AND PROJECTS 6 INCHES.  IT IS 4 FEET
 TU1132'SOUTH OF THE NORTHWEST GUY-WIRE OF THE ANTENNA POLE AND ABOUT 6
 TU1132'INCHES LOWER THAN STATION MARK.
 TU1132'
 TU1132'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KANEOHE
 TU1132'NEW NO 2 1957 1964, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE
 TU1132'THAT IS SET IN CONCRETE AND PROJECTS 6 INCHES.  IT IS 4 FEET
 TU1132'NORTHEAST OF THE ANTENNA POLE AND ABOUT 6 INCHES LOWER THAN
 TU1132'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1151 ***********************************************************************
 TU1151  DESIGNATION -  KANEOHE PASSAGE RNG REAR LT
 TU1151  PID         -  TU1151
 TU1151  STATE/COUNTY-  HI/HONOLULU
 TU1151  USGS QUAD   -  KANEOHE (1983)
 TU1151
 TU1151                         *CURRENT SURVEY CONTROL
 TU1151  ___________________________________________________________________
 TU1151* NAD 83(1993)-  21 25 53.76902(N)    157 48 27.40053(W)     ADJUSTED  
 TU1151* LOCAL TIDAL -                                                        
 TU1151  ___________________________________________________________________
 TU1151  EPOCH DATE  -        1993.62
 TU1151  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 TU1151  GEOID HEIGHT-          15.92  (meters)                     GEOID03
 TU1151
 TU1151  HORZ ORDER  -  THIRD
 TU1151
 TU1151.The horizontal coordinates were established by classical geodetic methods
 TU1151.and adjusted by the National Geodetic Survey in December 1998..
 TU1151.The horizontal coordinates are valid at the epoch date displayed above.
 TU1151.The epoch date for horizontal control is a decimal equivalence
 TU1151.of Year/Month/Day.
 TU1151
 TU1151
 TU1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1151
 TU1151.The geoid height was determined by GEOID03.
 TU1151
 TU1151;                    North         East     Units Scale Factor Converg.
 TU1151;SPC HI 3     -    29,345.887   519,944.496   MT  0.99999491   +0 04 13.1
 TU1151;UTM  04      - 2,370,385.360   623,570.383   MT  0.99978869   +0 26 08.7
 TU1151
 TU1151                          SUPERSEDED SURVEY CONTROL
 TU1151
 TU1151  NAD 83(1986)-  21 25 53.71911(N)    157 48 27.40855(W) AD(       ) 4
 TU1151  OLD HI      -  21 26 05.13337(N)    157 48 37.28319(W) AD(       ) 3
 TU1151
 TU1151.Superseded values are not recommended for survey control.
 TU1151.NGS no longer adjusts projects to the OLD HI datum.
 TU1151.See file dsdata.txt to determine how the superseded data were derived.
 TU1151
 TU1151_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2357070385(NAD 83)
 TU1151
 TU1151  HISTORY     - Date     Condition        Report By
 TU1151  HISTORY     - 1976     MONUMENTED       NGS
 TU1151
 TU1151                          STATION DESCRIPTION
 TU1151
 TU1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1151'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF KANEOHE,
 TU1151'AT THE TOWN OF HEEIA, ON THE WEST SHORE OF KANEOHE BAY AND ON
 TU1151'THE INSHORE (WEST) SIDE OF HEEIA POND AND IN THE BACK YARD OF A
 TU1151'PRIVATE RESIDENCE.
 TU1151'
 TU1151'THE STATION IS THE SHORT, VERTICAL SPINDLE THAT SUPPORTS A
 TU1151'GREEN, DIRECTIONAL LIGHT ON A SKELETON TOWER.  A RED AND WHITE
 TU1151'DAYMARK IS ALSO DISPLAYED FROM THE TOP OF THE TOWER AND IT IS
 TU1151'DESIGNATED AS NO. 3748 IN THE PUBLICATION LIGHT LIST 1976.  THE
 TU1151'LIGHT IS ABOUT 80 FEET ABOVE SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1166 ***********************************************************************
 TU1166  DESIGNATION -  KANEOHE PASSAGE RNG FRONT LT
 TU1166  PID         -  TU1166
 TU1166  STATE/COUNTY-  HI/HONOLULU
 TU1166  USGS QUAD   -  KANEOHE (1983)
 TU1166
 TU1166                         *CURRENT SURVEY CONTROL
 TU1166  ___________________________________________________________________
 TU1166* NAD 83(1993)-  21 26 05.18508(N)    157 48 18.11525(W)     ADJUSTED  
 TU1166* LOCAL TIDAL -                                                        
 TU1166  ___________________________________________________________________
 TU1166  EPOCH DATE  -        1993.62
 TU1166  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 TU1166  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU1166
 TU1166  HORZ ORDER  -  THIRD
 TU1166
 TU1166.The horizontal coordinates were established by classical geodetic methods
 TU1166.and adjusted by the National Geodetic Survey in December 1998..
 TU1166.The horizontal coordinates are valid at the epoch date displayed above.
 TU1166.The epoch date for horizontal control is a decimal equivalence
 TU1166.of Year/Month/Day.
 TU1166
 TU1166
 TU1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1166
 TU1166.The geoid height was determined by GEOID03.
 TU1166
 TU1166;                    North         East     Units Scale Factor Converg.
 TU1166;SPC HI 3     -    29,697.331   520,211.444   MT  0.99999505   +0 04 16.5
 TU1166;UTM  04      - 2,370,738.427   623,835.030   MT  0.99978949   +0 26 12.3
 TU1166
 TU1166                          SUPERSEDED SURVEY CONTROL
 TU1166
 TU1166  NAD 83(1986)-  21 26 05.13521(N)    157 48 18.12335(W) AD(       ) 4
 TU1166  OLD HI      -  21 26 16.54873(N)    157 48 28.00195(W) AD(       ) 3
 TU1166
 TU1166.Superseded values are not recommended for survey control.
 TU1166.NGS no longer adjusts projects to the OLD HI datum.
 TU1166.See file dsdata.txt to determine how the superseded data were derived.
 TU1166
 TU1166_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2383570738(NAD 83)
 TU1166
 TU1166  HISTORY     - Date     Condition        Report By
 TU1166  HISTORY     - 1976     MONUMENTED       NGS
 TU1166
 TU1166                          STATION DESCRIPTION
 TU1166
 TU1166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1166'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF
 TU1166'KANEOHE, AT THE TOWN OF HEEIA, ON THE WEST SHORE OF KANEOHE BAY
 TU1166'AND ON A LOW DIKE THAT SURROUNDS THE EAST SIDE OF HEEIA POND.
 TU1166'
 TU1166'THE STATION IS THE SHORT, VERTICAL SPINDLE THAT SUPPORTS A
 TU1166'GREEN, DIRECTIONAL LIGHT ON A CONCRETE POLE.  A RED AND WHITE
 TU1166'DAYMARK IS DISPLAYED FROM THE TOP OF THE POLE.  DESIGNATED AS
 TU1166'NO. 3747 IN THE PUBLICATION LIGHT LIST, 1976.  THE LIGHT IS ABOUT
 TU1166'38 FEET ABOVE SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1095 ***********************************************************************
 TU1095  DESIGNATION -  KANEOHE RAD STA KLEI MAST
 TU1095  PID         -  TU1095
 TU1095  STATE/COUNTY-  HI/HONOLULU
 TU1095  USGS QUAD   -  KANEOHE (1983)
 TU1095
 TU1095                         *CURRENT SURVEY CONTROL
 TU1095  ___________________________________________________________________
 TU1095* NAD 83(1993)-  21 23 39.99019(N)    157 47 23.54879(W)     ADJUSTED  
 TU1095* LOCAL TIDAL -                                                        
 TU1095  ___________________________________________________________________
 TU1095  EPOCH DATE  -        1993.62
 TU1095  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 TU1095  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU1095
 TU1095  HORZ ORDER  -  THIRD
 TU1095
 TU1095.The horizontal coordinates were established by classical geodetic methods
 TU1095.and adjusted by the National Geodetic Survey in December 1998..
 TU1095.The horizontal coordinates are valid at the epoch date displayed above.
 TU1095.The epoch date for horizontal control is a decimal equivalence
 TU1095.of Year/Month/Day.
 TU1095
 TU1095
 TU1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1095
 TU1095.The geoid height was determined by GEOID03.
 TU1095
 TU1095;                    North         East     Units Scale Factor Converg.
 TU1095;SPC HI 3     -    25,233.734   521,788.722   MT  0.99999586   +0 04 35.9
 TU1095;UTM  04      - 2,366,285.880   625,440.398   MT  0.99979444   +0 26 29.4
 TU1095
 TU1095                          SUPERSEDED SURVEY CONTROL
 TU1095
 TU1095  NAD 83(1986)-  21 23 39.94000(N)    157 47 23.55673(W) AD(       ) 4
 TU1095  OLD HI      -  21 23 51.35596(N)    157 47 33.43868(W) AD(       ) 3
 TU1095
 TU1095.Superseded values are not recommended for survey control.
 TU1095.NGS no longer adjusts projects to the OLD HI datum.
 TU1095.See file dsdata.txt to determine how the superseded data were derived.
 TU1095
 TU1095_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2544066286(NAD 83)
 TU1095
 TU1095  HISTORY     - Date     Condition        Report By
 TU1095  HISTORY     - 1969     MONUMENTED       CGS
 TU1095
 TU1095                          STATION DESCRIPTION
 TU1095
 TU1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1095'THE STATION IS THE RED LIGHT ON TOP OF THE MAST, WHICH IS
 TU1095'LOCATED IN THE SOUTH EDGE OF KANEOHE ON A LOW HILL.  IT IS A
 TU1095'STANDARD RED-AND-WHITE RADIO MAST 220 FEET HIGH.
 TU1095'
 TU1095'TO REACH FROM THE JUNCTION OF LIKELIKE HIGHWAY AND KANEOHE
 TU1095'DRIVE, GO EASTERLY ON KANEOHE DRIVE FOR 0.45 MILE TO THE
 TU1095'JUNCTION OF KANEOHE DRIVE AND KAKIKO STREET.  TURN RIGHT ON
 TU1095'KAKIKO STREET FOR 0.3 MILE TO ITS JUNCTION WITH NAMOKU
 TU1095'STREET.  TURN LEFT ON NAMOKU STREET FOR 0.55 MILE TO ITS
 TU1095'JUNCTION WITH MOKULELE DRIVE.  TURN RIGHT ON MOKULELE DRIVE FOR
 TU1095'0.6 MILE TO THE END OF THE STREET.  TURN LEFT, UPHILL, FOR 0.2
 TU1095'MILE TO THE MAST ON THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1099 ***********************************************************************
 TU1099  DESIGNATION -  KANEOHE RADIO STA KANI NE TWR
 TU1099  PID         -  TU1099
 TU1099  STATE/COUNTY-  HI/HONOLULU
 TU1099  USGS QUAD   -  KANEOHE (1983)
 TU1099
 TU1099                         *CURRENT SURVEY CONTROL
 TU1099  ___________________________________________________________________
 TU1099* NAD 83(1993)-  21 24 59.46392(N)    157 47 59.27695(W)     ADJUSTED  
 TU1099* LOCAL TIDAL -                                                        
 TU1099  ___________________________________________________________________
 TU1099  EPOCH DATE  -        1993.62
 TU1099  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 TU1099  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU1099
 TU1099  HORZ ORDER  -  THIRD
 TU1099
 TU1099.The horizontal coordinates were established by classical geodetic methods
 TU1099.and adjusted by the National Geodetic Survey in December 1998..
 TU1099.The horizontal coordinates are valid at the epoch date displayed above.
 TU1099.The epoch date for horizontal control is a decimal equivalence
 TU1099.of Year/Month/Day.
 TU1099
 TU1099
 TU1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1099
 TU1099.The geoid height was determined by GEOID03.
 TU1099
 TU1099;                    North         East     Units Scale Factor Converg.
 TU1099;SPC HI 3     -    27,676.687   520,756.493   MT  0.99999532   +0 04 23.2
 TU1099;UTM  04      - 2,368,721.713   624,392.838   MT  0.99979121   +0 26 17.9
 TU1099
 TU1099                          SUPERSEDED SURVEY CONTROL
 TU1099
 TU1099  NAD 83(1986)-  21 24 59.41389(N)    157 47 59.28507(W) AD(       ) 4
 TU1099  OLD HI      -  21 25 10.81800(N)    157 48 09.17000(W) AD(       ) 3
 TU1099
 TU1099.Superseded values are not recommended for survey control.
 TU1099.NGS no longer adjusts projects to the OLD HI datum.
 TU1099.See file dsdata.txt to determine how the superseded data were derived.
 TU1099
 TU1099_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2439368722(NAD 83)
 TU1099
 TU1099  HISTORY     - Date     Condition        Report By
 TU1099  HISTORY     - UNK      MONUMENTED
 TU1099  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1099
 TU1099                          STATION DESCRIPTION
 TU1099
 TU1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1099'RADIO STATION KANI CEASED OPERATIONS IN 1959 AND THE RADIO TOWER
 TU1099'WAS REMOVED.  STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1100 ***********************************************************************
 TU1100  DESIGNATION -  KANEOHE RADIO STA KANI SW TWR
 TU1100  PID         -  TU1100
 TU1100  STATE/COUNTY-  HI/HONOLULU
 TU1100  USGS QUAD   -  KANEOHE (1983)
 TU1100
 TU1100                         *CURRENT SURVEY CONTROL
 TU1100  ___________________________________________________________________
 TU1100* NAD 83(1993)-  21 24 57.86402(N)    157 48 00.81140(W)     ADJUSTED  
 TU1100* LOCAL TIDAL -                                                        
 TU1100  ___________________________________________________________________
 TU1100  EPOCH DATE  -        1993.62
 TU1100  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 TU1100  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU1100
 TU1100  HORZ ORDER  -  THIRD
 TU1100
 TU1100.The horizontal coordinates were established by classical geodetic methods
 TU1100.and adjusted by the National Geodetic Survey in December 1998..
 TU1100.The horizontal coordinates are valid at the epoch date displayed above.
 TU1100.The epoch date for horizontal control is a decimal equivalence
 TU1100.of Year/Month/Day.
 TU1100
 TU1100
 TU1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1100
 TU1100.The geoid height was determined by GEOID03.
 TU1100
 TU1100;                    North         East     Units Scale Factor Converg.
 TU1100;SPC HI 3     -    27,627.424   520,712.364   MT  0.99999530   +0 04 22.6
 TU1100;UTM  04      - 2,368,672.180   624,349.033   MT  0.99979107   +0 26 17.3
 TU1100
 TU1100                          SUPERSEDED SURVEY CONTROL
 TU1100
 TU1100  NAD 83(1986)-  21 24 57.81401(N)    157 48 00.81949(W) AD(       ) 4
 TU1100  OLD HI      -  21 25 09.21800(N)    157 48 10.70500(W) AD(       ) 3
 TU1100
 TU1100.Superseded values are not recommended for survey control.
 TU1100.NGS no longer adjusts projects to the OLD HI datum.
 TU1100.See file dsdata.txt to determine how the superseded data were derived.
 TU1100
 TU1100_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2434968672(NAD 83)
 TU1100
 TU1100  HISTORY     - Date     Condition        Report By
 TU1100  HISTORY     - UNK      MONUMENTED
 TU1100  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1100
 TU1100                          STATION DESCRIPTION
 TU1100
 TU1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1100'STATION IS GONE.  RADIO STATION KANI CEASED OPERATIONS IN 1959
 TU1100'AND THE TOWER WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3229 ***********************************************************************
 TU3229  DESIGNATION -  KANEPUU RESET
 TU3229  PID         -  TU3229
 TU3229  STATE/COUNTY-  HI/MAUI
 TU3229  USGS QUAD   -  
 TU3229
 TU3229                         *CURRENT SURVEY CONTROL
 TU3229  ___________________________________________________________________
 TU3229* NAD 83(1993)-  20 52 12.22763(N)    156 58 55.57136(W)     ADJUSTED  
 TU3229* LOCAL TIDAL -       549.3    (meters)    1802.     (feet)  VERT ANG  
 TU3229  ___________________________________________________________________
 TU3229  EPOCH DATE  -        1993.62
 TU3229  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 TU3229  GEOID HEIGHT-          15.98  (meters)                     GEOID03
 TU3229
 TU3229  HORZ ORDER  -  SECOND
 TU3229
 TU3229.The horizontal coordinates were established by classical geodetic methods
 TU3229.and adjusted by the National Geodetic Survey in December 1998..
 TU3229.The horizontal coordinates are valid at the epoch date displayed above.
 TU3229.The epoch date for horizontal control is a decimal equivalence
 TU3229.of Year/Month/Day.
 TU3229
 TU3229.The orthometric height was determined by vertical angle observations.
 TU3229
 TU3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3229
 TU3229.The geoid height was determined by GEOID03.
 TU3229
 TU3229;                    North         East     Units Scale Factor Converg.
 TU3229;SPC HI 2     -    59,452.593   467,176.612   MT  0.99997998   -0 06 44.6
 TU3229;UTM  04      - 2,309,084.645   709,931.193   MT  1.00014466   +0 43 08.9
 TU3229
 TU3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3229!SPC HI 2     -   0.99991116  x   0.99997998  =   0.99989114
 TU3229!UTM  04      -   0.99991116  x   1.00014466  =   1.00005580
 TU3229
 TU3229|---------------------------------------------------------------------|
 TU3229| PID    Reference Object                     Distance      Geod. Az  |
 TU3229|                                                           dddmmss.s |
 TU3229| CN5351 KANEPUU RM 1                          4.010 METERS 03815     |
 TU3229| TU3222 POHOULA RESET                       APPROX. 6.9 KM 1133936.6 |
 TU3229| TU3219 LANAI CITY DOLE CORP TANK           APPROX.11.2 KM 1281002.9 |
 TU3229| CN5352 KANEPUU RM 2                          6.001 METERS 22051     |
 TU3229|---------------------------------------------------------------------|
 TU3229
 TU3229                          SUPERSEDED SURVEY CONTROL
 TU3229
 TU3229  NAD 83(1986)-  20 52 12.18510(N)    156 58 55.53089(W) AD(       ) 2
 TU3229  OLD HI      -  20 52 23.60100(N)    156 59 05.59200(W) AD(       ) 2
 TU3229
 TU3229.Superseded values are not recommended for survey control.
 TU3229.NGS no longer adjusts projects to the OLD HI datum.
 TU3229.See file dsdata.txt to determine how the superseded data were derived.
 TU3229
 TU3229_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0993109085(NAD 83)
 TU3229
 TU3229  HISTORY     - Date     Condition        Report By
 TU3229  HISTORY     - 1879     MONUMENTED       HIGS
 TU3229  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3229
 TU3229                          STATION DESCRIPTION
 TU3229
 TU3229'DESCRIBED BY HAWAII GEODETIC SURVEY 1879
 TU3229'ON MOUNT KANEPUU, A ROUNDED SUMMIT IN THE NORTHWESTERN PART OF
 TU3229'LANAI, DISTRICT OF KAA, ABOUT 3,600 METERS EAST OF THE WESTERN
 TU3229'LINE OF THE PRECIPICES ALONG THE WESTERN SHORE.  MARKED BY
 TU3229'REDWOOD POST AND STONE CAIRN.  REPORTED DESTROYED.
 TU3229
 TU3229                          STATION RECOVERY (1962)
 TU3229
 TU3229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3229'THE ORIGINAL STATION, A 1-1/2-INCH DRILL HOLE IN A BOULDER, WITH
 TU3229'A TRIANGLE CHISELED AROUND IT, WAS RECOVERED AND FOUND IN GOOD
 TU3229'CONDITION.  A NEW STATION DISK AND TWO REFERENCE MARKS WERE
 TU3229'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3229'
 TU3229'STATION IS LOCATED ABOUT 5 MILES AIRLINE NORTHWEST OF LANAI
 TU3229'CITY, ON THE SUMMIT OF KANEPUU HILL, A BARE, FLAT-TOPPED HILL
 TU3229'OF ABOUT 1800 FEET ELEVATION.
 TU3229'
 TU3229'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3229'ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO 0.15 MILE TO A
 TU3229'CROSSROAD.  TURN RIGHT AND GO 0.5 MILE TO END OF PAVED
 TU3229'ROAD.  CONTINUE AHEAD ON WIDE, GRADED ROAD FOR 0.8 MILE TO A
 TU3229'CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH PINEAPPLE
 TU3229'FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE AHEAD ON DIRT ROAD
 TU3229'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES
 TU3229'FOR 0.75 MILE TO DIM LEFT FORK, JUST BEFORE PASSING THROUGH A TREE
 TU3229'ROW WHICH CROSSES ROAD.  TURN LEFT AND GO 0.1 MILE TO A LARGE
 TU3229'CORRUGATED METAL RAIN-TRAP ON RIGHT.  CONTINUE ON TRACK ROAD FOR
 TU3229'0.3 MILE TO TOP OF BARE HILL AND STATION.
 TU3229'
 TU3229'STATION MARK IS A STANDARD DISK STAMPED KANEPUU 1879 1962, CEMENTED
 TU3229'A DRILL HOLE IN A BOULDER THAT IS 6 INCHES BELOW GROUND
 TU3229'SURFACE.  A TRIANGLE, 6 INCHES LONG ON ALL SIDES, IS CHESELED
 TU3229'INTO THE ROCK AROUND THE MARK.  THERE ARE MANY SMALL BOULDERS
 TU3229'LAYING AROUND THE IMMEDIATE VICINITY OF THE MARK.
 TU3229'
 TU3229'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANEPUU
 TU3229'NO 1 1879 1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT
 TU3229'IS SET IN CEMENT AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS ABOUT
 TU3229'1 FOOT HIGHER THAN THE STATION MARK.
 TU3229'
 TU3229'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KANEPUU
 TU3229'NO 2 1879 1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT
 TU3229'IS SET IN CEMENT AND PROJECTS 8 INCHES ABOVE GROUND.  IT IS ABOUT
 TU3229'1 FOOT HIGHER THAN THE STATION MARK.
 TU3229'
 TU3229'STATION GALE 1927 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1826 ***********************************************************************
 TU1826  DESIGNATION -  KANI 1910
 TU1826  PID         -  TU1826
 TU1826  STATE/COUNTY-  HI/KAUAI
 TU1826  USGS QUAD   -  HANAPEPE (1996)
 TU1826
 TU1826                         *CURRENT SURVEY CONTROL
 TU1826  ___________________________________________________________________
 TU1826* NAD 83(1993)-  21 54 21.92982(N)    159 37 26.59272(W)     ADJUSTED  
 TU1826* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU1826  ___________________________________________________________________
 TU1826  EPOCH DATE  -        1993.62
 TU1826  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 TU1826  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1826
 TU1826  HORZ ORDER  -  THIRD
 TU1826
 TU1826.The horizontal coordinates were established by classical geodetic methods
 TU1826.and adjusted by the National Geodetic Survey in December 1998..
 TU1826.The horizontal coordinates are valid at the epoch date displayed above.
 TU1826.The epoch date for horizontal control is a decimal equivalence
 TU1826.of Year/Month/Day.
 TU1826
 TU1826.The orthometric height was scaled from a topographic map.
 TU1826
 TU1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1826
 TU1826.The geoid height was determined by GEOID03.
 TU1826
 TU1826;                    North         East     Units Scale Factor Converg.
 TU1826;SPC HI 4     -     8,061.514   487,181.670   MT  0.99999203   -0 02 46.6
 TU1826;UTM  04      - 2,422,563.645   435,541.417   MT  0.99965134   -0 13 58.2
 TU1826
 TU1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1826!SPC HI 4     -   0.99999755  x   0.99999203  =   0.99998958
 TU1826!UTM  04      -   0.99999755  x   0.99965134  =   0.99964889
 TU1826
 TU1826                          SUPERSEDED SURVEY CONTROL
 TU1826
 TU1826  NAD 83(1986)-  21 54 21.89996(N)    159 37 26.61120(W) AD(       ) 3
 TU1826  OLD HI      -  21 54 33.17000(N)    159 37 36.65000(W) AD(       ) 3
 TU1826
 TU1826.Superseded values are not recommended for survey control.
 TU1826.NGS no longer adjusts projects to the OLD HI datum.
 TU1826.See file dsdata.txt to determine how the superseded data were derived.
 TU1826
 TU1826_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3554122564(NAD 83)
 TU1826
 TU1826  HISTORY     - Date     Condition        Report By
 TU1826  HISTORY     - 1910     MONUMENTED       CGS
 TU1826  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1826  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1826
 TU1826                          STATION DESCRIPTION
 TU1826
 TU1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1826'ON A ROUNDING ROCKY POINT, 1-1/2 MILES SOUTHEAST OF MAKAWELI MILL,
 TU1826'30 METERS BACK FROM AND 15 FEET ABOVE HIGHWATER MARK.  MARKED BY
 TU1826'DRILL HOLE IN ROCK, AND AN AHU (CAIRN).
 TU1826
 TU1826                          STATION RECOVERY (1965)
 TU1826
 TU1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1826'STATION IS GONE.  THERE IS NOW A GARBAGE DUMP ON THIS SECTION
 TU1826'SHORELINE.
 TU1826
 TU1826                          STATION RECOVERY (2005)
 TU1826
 TU1826'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3304 ***********************************************************************
 TU3304  DESIGNATION -  KANUPA
 TU3304  PID         -  TU3304
 TU3304  STATE/COUNTY-  HI/MAUI
 TU3304  USGS QUAD   -  
 TU3304
 TU3304                         *CURRENT SURVEY CONTROL
 TU3304  ___________________________________________________________________
 TU3304* NAD 83(1993)-  21 09 50.07548(N)    156 46 29.69266(W)     ADJUSTED  
 TU3304* LOCAL TIDAL -       610.     (meters)    2001.     (feet)  SCALED    
 TU3304  ___________________________________________________________________
 TU3304  EPOCH DATE  -        1993.62
 TU3304  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 TU3304  GEOID HEIGHT-          14.68  (meters)                     GEOID03
 TU3304
 TU3304  HORZ ORDER  -  THIRD
 TU3304
 TU3304.The horizontal coordinates were established by classical geodetic methods
 TU3304.and adjusted by the National Geodetic Survey in December 1998..
 TU3304.The horizontal coordinates are valid at the epoch date displayed above.
 TU3304.The epoch date for horizontal control is a decimal equivalence
 TU3304.of Year/Month/Day.
 TU3304
 TU3304.The orthometric height was scaled from a topographic map.
 TU3304
 TU3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3304
 TU3304.The geoid height was determined by GEOID03.
 TU3304
 TU3304;                    North         East     Units Scale Factor Converg.
 TU3304;SPC HI 2     -    91,957.045   488,758.119   MT  0.99996823   -0 02 20.7
 TU3304;UTM  04      - 2,341,908.428   731,040.305   MT  1.00025969   +0 48 13.3
 TU3304
 TU3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3304!SPC HI 2     -   0.99990182  x   0.99996823  =   0.99987006
 TU3304!UTM  04      -   0.99990182  x   1.00025969  =   1.00016149
 TU3304
 TU3304                          SUPERSEDED SURVEY CONTROL
 TU3304
 TU3304  NAD 83(1986)-  21 09 50.03112(N)    156 46 29.63928(W) AD(       ) 3
 TU3304  OLD HI      -  21 10 01.44800(N)    156 46 39.77500(W) AD(       ) 3
 TU3304
 TU3304.Superseded values are not recommended for survey control.
 TU3304.NGS no longer adjusts projects to the OLD HI datum.
 TU3304.See file dsdata.txt to determine how the superseded data were derived.
 TU3304
 TU3304_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3104041908(NAD 83)
 TU3304
 TU3304  HISTORY     - Date     Condition        Report By
 TU3304  HISTORY     - UNK      MONUMENTED
 TU3304  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3304
 TU3304                          STATION DESCRIPTION
 TU3304
 TU3304'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3304'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3304'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED
 TU3304'WITH A 4 X 6 REDWOOD POST, AND LOCATED ALONG TRAIL ON RIDGE.
 TU3304'
 TU3304'STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THIS AREA
 TU3304'HAS BEEN BULLDOZED AND IMPROVED FOR PASTURE AND THE STATION IS
 TU3304'BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3366 ***********************************************************************
 TU3366  DESIGNATION -  KAOHU
 TU3366  PID         -  TU3366
 TU3366  STATE/COUNTY-  HI/MAUI
 TU3366  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3366
 TU3366                         *CURRENT SURVEY CONTROL
 TU3366  ___________________________________________________________________
 TU3366* NAD 83(1993)-  21 09 43.60116(N)    156 58 06.11097(W)     ADJUSTED  
 TU3366* LOCAL TIDAL -       156.     (meters)     512.     (feet)  SCALED    
 TU3366  ___________________________________________________________________
 TU3366  EPOCH DATE  -        1993.62
 TU3366  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 TU3366  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU3366
 TU3366  HORZ ORDER  -  THIRD
 TU3366
 TU3366.The horizontal coordinates were established by classical geodetic methods
 TU3366.and adjusted by the National Geodetic Survey in December 1998..
 TU3366.The horizontal coordinates are valid at the epoch date displayed above.
 TU3366.The epoch date for horizontal control is a decimal equivalence
 TU3366.of Year/Month/Day.
 TU3366
 TU3366.The orthometric height was scaled from a topographic map.
 TU3366
 TU3366.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3366
 TU3366.The geoid height was determined by GEOID03.
 TU3366
 TU3366;                    North         East     Units Scale Factor Converg.
 TU3366;SPC HI 2     -    91,783.878   468,667.322   MT  0.99997879   -0 06 32.1
 TU3366;UTM  04      - 2,341,439.689   710,949.582   MT  1.00014994   +0 44 01.4
 TU3366
 TU3366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3366!SPC HI 2     -   0.99997305  x   0.99997879  =   0.99995184
 TU3366!UTM  04      -   0.99997305  x   1.00014994  =   1.00012299
 TU3366
 TU3366:                Primary Azimuth Mark                     Grid Az
 TU3366:SPC HI 2     -  KALUAHAUONI 1890                         107 51 21.8
 TU3366:UTM  04      -  KALUAHAUONI 1890                         107 00 48.3
 TU3366
 TU3366|---------------------------------------------------------------------|
 TU3366| PID    Reference Object                     Distance      Geod. Az  |
 TU3366|                                                           dddmmss.s |
 TU3366| TU3361 KALUAHAUONI 1890                    APPROX. 3.3 KM 1074449.7 |
 TU3366|---------------------------------------------------------------------|
 TU3366
 TU3366                          SUPERSEDED SURVEY CONTROL
 TU3366
 TU3366  NAD 83(1986)-  21 09 43.55992(N)    156 58 06.05810(W) AD(       ) 3
 TU3366  OLD HI      -  21 09 55.02000(N)    156 58 16.12000(W) AD(       ) 3
 TU3366
 TU3366.Superseded values are not recommended for survey control.
 TU3366.NGS no longer adjusts projects to the OLD HI datum.
 TU3366.See file dsdata.txt to determine how the superseded data were derived.
 TU3366
 TU3366_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1095041440(NAD 83)
 TU3366
 TU3366  HISTORY     - Date     Condition        Report By
 TU3366  HISTORY     - UNK      MONUMENTED
 TU3366  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3366
 TU3366                          STATION DESCRIPTION
 TU3366
 TU3366'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3366'THE ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE
 TU3366'OF HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL MARK
 TU3366'WAS A REDWOOD POST.  A 1-1/2-INCH IRON PIPE IN CONCRETE WAS
 TU3366'RECOVERED AND IS BELIEVED TO BE THE STATION MARK.
 TU3366'
 TU3366'STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES EAST-NORTHEAST OF
 TU3366'KAUALPUU, 6 MILES NORTH-NORTHEAST OF KAUNAKAKAI AND 3/4 MILE EAST OF
 TU3366'MEYER LAKE, ON THE SOUTH ONE OF TWO GRASSY, ROUND-TOPPED HILLS OF
 TU3366'2425 FEET ELEVATION.
 TU3366'
 TU3366'TO REACH FROM THE MAIN CROSSROAD IN KAULAPUU, GO EAST-NORTHEAST ON
 TU3366'STATE HIGHWAY 47 FOR 2.7 MILES TO END OF PAVED ROAD.  CONTINUE AHEAD
 TU3366'ON GRADED HIGHWAY FOR 0.75 MILE TO LEFT TURN IN ROAD AND A LOCKED
 TU3366'METAL GATE ON TRACK ROAD AHEAD.  PASS THROUGH GATE AND GO 0.45
 TU3366'MILE TO GATE JUST AFTER CROSSING DRAW.  PASS THROUGH GATE AND
 TU3366'CONTINUE FOR 0.85 MILE TO METAL GATE AT MEYER LAKE.  PASS
 TU3366'THROUGH GATE AND CONTINUE FOR 0.45 MILE TO GATE.  PASS THROUGH
 TU3366'GATE AND GO LEFT ON TRACK ROAD FOR 0.3 MILE TO FORK JUST AFTER
 TU3366'PASSING THROUGH BOARD GATE.  TAKE RIGHT FORK AND 0.35 MILE
 TU3366'ALONG FENCE LINE, THEN GO LEFT, CROSS-COUNTRY FOR 0.05 MILE TO
 TU3366'STATION ON TOP OF BARE HILL.
 TU3366'
 TU3366'THE PIPE PROJECTS ABOUT 6 INCHES ABOVE GROUND AND IS ON HIGHEST
 TU3366'POINT OF HILL.
 TU3366'
 TU3366'NOTE--KEY FOR LOCKED GATE MAY BE OBTAINED AT THE MOLOKAI RANCH
 TU3366'OFFICE KAUNAKAKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1925 ***********************************************************************
 TU1925  DESIGNATION -  KAP
 TU1925  PID         -  TU1925
 TU1925  STATE/COUNTY-  HI/KAUAI
 TU1925  USGS QUAD   -  KAPAA (1996)
 TU1925
 TU1925                         *CURRENT SURVEY CONTROL
 TU1925  ___________________________________________________________________
 TU1925* NAD 83(1993)-  22 04 21.90744(N)    159 19 02.95815(W)     ADJUSTED  
 TU1925* LOCAL TIDAL -                                                        
 TU1925  ___________________________________________________________________
 TU1925  EPOCH DATE  -        1993.62
 TU1925  LAPLACE CORR-         -14.75  (seconds)                    DEFLEC99
 TU1925  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU1925
 TU1925  HORZ ORDER  -  THIRD
 TU1925
 TU1925.The horizontal coordinates were established by classical geodetic methods
 TU1925.and adjusted by the National Geodetic Survey in December 1998..
 TU1925.The horizontal coordinates are valid at the epoch date displayed above.
 TU1925.The epoch date for horizontal control is a decimal equivalence
 TU1925.of Year/Month/Day.
 TU1925
 TU1925
 TU1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1925
 TU1925.The geoid height was determined by GEOID03.
 TU1925
 TU1925;                    North         East     Units Scale Factor Converg.
 TU1925;SPC HI 4     -    26,521.759   518,836.749   MT  0.99999438   +0 04 06.9
 TU1925;UTM  04      - 2,440,913.730   467,245.202   MT  0.99961326   -0 07 09.5
 TU1925
 TU1925                          SUPERSEDED SURVEY CONTROL
 TU1925
 TU1925  NAD 83(1986)-  22 04 21.87787(N)    159 19 03.01486(W) AD(       ) 4
 TU1925  OLD HI      -  22 04 33.22000(N)    159 19 13.10000(W) AD(       ) 3
 TU1925
 TU1925.Superseded values are not recommended for survey control.
 TU1925.NGS no longer adjusts projects to the OLD HI datum.
 TU1925.See file dsdata.txt to determine how the superseded data were derived.
 TU1925
 TU1925_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6724540914(NAD 83)
 TU1925
 TU1925  HISTORY     - Date     Condition        Report By
 TU1925  HISTORY     - 1910     MONUMENTED       CGS
 TU1925  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1925
 TU1925                          STATION DESCRIPTION
 TU1925
 TU1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1925'ON THE EAST COAST OF KAUAI, NEAR THE VILLAGE OF KAPAA, 1/4 MILE
 TU1925'BELOW LANDING, AND 1/2 MILE SOUTH OF BRICK CHIMNEY.  MARKED
 TU1925'BY SIGNAL POLE.  REFERENCE MARK A STAKE ABOUT 5 METERS DISTANT
 TU1925'IN LINE WITH NONOU.  IN 1927 STATION WAS SEARCHED FOR AND
 TU1925'NOT FOUND.
 TU1925
 TU1925                          STATION RECOVERY (1965)
 TU1925
 TU1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1925'STATION IS DESTROYED.  IT WAS ONLY MARKED WITH A POLE.  ALSO
 TU1925'REPORTED DESTROYED IN 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1928 ***********************************************************************
 TU1928  DESIGNATION -  KAPAA CHURCH SPIRE
 TU1928  PID         -  TU1928
 TU1928  STATE/COUNTY-  HI/KAUAI
 TU1928  USGS QUAD   -  KAPAA (1996)
 TU1928
 TU1928                         *CURRENT SURVEY CONTROL
 TU1928  ___________________________________________________________________
 TU1928* NAD 83(1993)-  22 04 29.57322(N)    159 19 08.98890(W)     ADJUSTED  
 TU1928* LOCAL TIDAL -                                                        
 TU1928  ___________________________________________________________________
 TU1928  EPOCH DATE  -        1993.62
 TU1928  LAPLACE CORR-         -14.65  (seconds)                    DEFLEC99
 TU1928  GEOID HEIGHT-          15.17  (meters)                     GEOID03
 TU1928
 TU1928  HORZ ORDER  -  THIRD
 TU1928
 TU1928.The horizontal coordinates were established by classical geodetic methods
 TU1928.and adjusted by the National Geodetic Survey in December 1998..
 TU1928.The horizontal coordinates are valid at the epoch date displayed above.
 TU1928.The epoch date for horizontal control is a decimal equivalence
 TU1928.of Year/Month/Day.
 TU1928
 TU1928
 TU1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1928
 TU1928.The geoid height was determined by GEOID03.
 TU1928
 TU1928;                    North         East     Units Scale Factor Converg.
 TU1928;SPC HI 4     -    26,757.341   518,663.573   MT  0.99999430   +0 04 04.7
 TU1928;UTM  04      - 2,441,149.788   467,072.866   MT  0.99961340   -0 07 11.8
 TU1928
 TU1928                          SUPERSEDED SURVEY CONTROL
 TU1928
 TU1928  NAD 83(1986)-  22 04 29.54338(N)    159 19 09.04554(W) AD(       ) 4
 TU1928  OLD HI      -  22 04 40.88900(N)    159 19 19.12600(W) AD(       ) 3
 TU1928
 TU1928.Superseded values are not recommended for survey control.
 TU1928.NGS no longer adjusts projects to the OLD HI datum.
 TU1928.See file dsdata.txt to determine how the superseded data were derived.
 TU1928
 TU1928_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6707341150(NAD 83)
 TU1928
 TU1928  HISTORY     - Date     Condition        Report By
 TU1928  HISTORY     - UNK      MONUMENTED
 TU1928  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1928
 TU1928                          STATION DESCRIPTION
 TU1928
 TU1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1928'STATION IS DESTROYED.  ACCORDING TO LOCAL INFORMATION THE OLD
 TU1928'CHURCH BUILDING WAS DESTROYED BY A WIND STORM AND THE PRESENT
 TU1928'CHURCH WAS BUILT IN A SLIGHTLY DIFFERENT LOCATION ABOUT 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1924 ***********************************************************************
 TU1924  DESIGNATION -  KAPAA DERRICK
 TU1924  PID         -  TU1924
 TU1924  STATE/COUNTY-  HI/KAUAI
 TU1924  USGS QUAD   -  KAPAA (1996)
 TU1924
 TU1924                         *CURRENT SURVEY CONTROL
 TU1924  ___________________________________________________________________
 TU1924* NAD 83(1993)-  22 04 37.91259(N)    159 18 53.68417(W)     ADJUSTED  
 TU1924* LOCAL TIDAL -                                                        
 TU1924  ___________________________________________________________________
 TU1924  EPOCH DATE  -        1993.62
 TU1924  LAPLACE CORR-         -14.86  (seconds)                    DEFLEC99
 TU1924  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU1924
 TU1924  HORZ ORDER  -  THIRD
 TU1924
 TU1924.The horizontal coordinates were established by classical geodetic methods
 TU1924.and adjusted by the National Geodetic Survey in December 1998..
 TU1924.The horizontal coordinates are valid at the epoch date displayed above.
 TU1924.The epoch date for horizontal control is a decimal equivalence
 TU1924.of Year/Month/Day.
 TU1924
 TU1924
 TU1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1924
 TU1924.The geoid height was determined by GEOID03.
 TU1924
 TU1924;                    North         East     Units Scale Factor Converg.
 TU1924;SPC HI 4     -    27,014.374   519,102.028   MT  0.99999451   +0 04 10.4
 TU1924;UTM  04      - 2,441,405.285   467,511.994   MT  0.99961304   -0 07 06.1
 TU1924
 TU1924                          SUPERSEDED SURVEY CONTROL
 TU1924
 TU1924  NAD 83(1986)-  22 04 37.88277(N)    159 18 53.74115(W) AD(       ) 4
 TU1924  OLD HI      -  22 04 49.22700(N)    159 19 03.82300(W) AD(       ) 3
 TU1924
 TU1924.Superseded values are not recommended for survey control.
 TU1924.NGS no longer adjusts projects to the OLD HI datum.
 TU1924.See file dsdata.txt to determine how the superseded data were derived.
 TU1924
 TU1924_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6751241405(NAD 83)
 TU1924
 TU1924  HISTORY     - Date     Condition        Report By
 TU1924  HISTORY     - UNK      MONUMENTED
 TU1924  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1924  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1924
 TU1924                          STATION DESCRIPTION
 TU1924
 TU1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1924'ON EASTERN SHORE OF KAUAI, AT KAPAA.  THE MAST OF A DERRICK ON
 TU1924'AN ABANDONED WHARF.  IDENTICAL WITH KAPAA LANDING DERRICK, 1927.
 TU1924
 TU1924                          STATION RECOVERY (1965)
 TU1924
 TU1924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1924'STATION IS DESTROYED.  THE MOIKEHA CANAL EMPTIES INTO THE SEA
 TU1924'AT THE POINT WHERE THE STATION WAS.  NOTHING REMAINS OF THE
 TU1924'OLD WHARF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1922 ***********************************************************************
 TU1922  DESIGNATION -  KAPAA GRAY CHIMNEY
 TU1922  PID         -  TU1922
 TU1922  STATE/COUNTY-  HI/KAUAI
 TU1922  USGS QUAD   -  KAPAA (1996)
 TU1922
 TU1922                         *CURRENT SURVEY CONTROL
 TU1922  ___________________________________________________________________
 TU1922* NAD 83(1993)-  22 04 54.00239(N)    159 18 47.50323(W)     ADJUSTED  
 TU1922* LOCAL TIDAL -                                                        
 TU1922  ___________________________________________________________________
 TU1922  EPOCH DATE  -        1993.62
 TU1922  LAPLACE CORR-         -14.92  (seconds)                    DEFLEC99
 TU1922  GEOID HEIGHT-          15.06  (meters)                     GEOID03
 TU1922
 TU1922  HORZ ORDER  -  THIRD
 TU1922
 TU1922.The horizontal coordinates were established by classical geodetic methods
 TU1922.and adjusted by the National Geodetic Survey in December 1998..
 TU1922.The horizontal coordinates are valid at the epoch date displayed above.
 TU1922.The epoch date for horizontal control is a decimal equivalence
 TU1922.of Year/Month/Day.
 TU1922
 TU1922
 TU1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1922
 TU1922.The geoid height was determined by GEOID03.
 TU1922
 TU1922;                    North         East     Units Scale Factor Converg.
 TU1922;SPC HI 4     -    27,509.489   519,278.618   MT  0.99999459   +0 04 12.8
 TU1922;UTM  04      - 2,441,899.629   467,690.139   MT  0.99961290   -0 07 03.9
 TU1922
 TU1922                          SUPERSEDED SURVEY CONTROL
 TU1922
 TU1922  NAD 83(1986)-  22 04 53.97222(N)    159 18 47.56067(W) AD(       ) 4
 TU1922  OLD HI      -  22 05 05.33300(N)    159 18 57.61800(W) AD(       ) 3
 TU1922
 TU1922.Superseded values are not recommended for survey control.
 TU1922.NGS no longer adjusts projects to the OLD HI datum.
 TU1922.See file dsdata.txt to determine how the superseded data were derived.
 TU1922
 TU1922_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6769041900(NAD 83)
 TU1922
 TU1922  HISTORY     - Date     Condition        Report By
 TU1922  HISTORY     - UNK      MONUMENTED
 TU1922  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1922  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1922
 TU1922                          STATION DESCRIPTION
 TU1922
 TU1922'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1922'AT KAPAA, EASTERN COAST OF KAUA.  A LARGE GRAY BRICK CHIMNEY,
 TU1922'THE ONLY PART LEFT OF AN OLD MILL.  IDENTICAL WITH STATION
 TU1922'STACK, 1910.
 TU1922
 TU1922                          STATION RECOVERY (1965)
 TU1922
 TU1922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1922'STATION IS GONE.  THERE IS NOW A SERVICE STATION AND HOME WHERE
 TU1922'THE STACK WAS.
 TU1922'
 TU1922'NOTE--ACCORDING TO DESCRIPTION THIS STATION WAS IDENTICAL WITH
 TU1922'STATION STACK 1910.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1927 ***********************************************************************
 TU1927  DESIGNATION -  KAPAA WEST TIN STACK
 TU1927  PID         -  TU1927
 TU1927  STATE/COUNTY-  HI/KAUAI
 TU1927  USGS QUAD   -  KAPAA (1996)
 TU1927
 TU1927                         *CURRENT SURVEY CONTROL
 TU1927  ___________________________________________________________________
 TU1927* NAD 83(1993)-  22 04 23.78651(N)    159 19 07.58730(W)     ADJUSTED  
 TU1927* LOCAL TIDAL -                                                        
 TU1927  ___________________________________________________________________
 TU1927  EPOCH DATE  -        1993.62
 TU1927  LAPLACE CORR-         -14.68  (seconds)                    DEFLEC99
 TU1927  GEOID HEIGHT-          15.16  (meters)                     GEOID03
 TU1927
 TU1927  HORZ ORDER  -  THIRD
 TU1927
 TU1927.The horizontal coordinates were established by classical geodetic methods
 TU1927.and adjusted by the National Geodetic Survey in December 1998..
 TU1927.The horizontal coordinates are valid at the epoch date displayed above.
 TU1927.The epoch date for horizontal control is a decimal equivalence
 TU1927.of Year/Month/Day.
 TU1927
 TU1927
 TU1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1927
 TU1927.The geoid height was determined by GEOID03.
 TU1927
 TU1927;                    North         East     Units Scale Factor Converg.
 TU1927;SPC HI 4     -    26,579.398   518,703.967   MT  0.99999432   +0 04 05.2
 TU1927;UTM  04      - 2,440,971.782   467,112.661   MT  0.99961336   -0 07 11.3
 TU1927
 TU1927                          SUPERSEDED SURVEY CONTROL
 TU1927
 TU1927  NAD 83(1986)-  22 04 23.75711(N)    159 19 07.64373(W) AD(       ) 4
 TU1927  OLD HI      -  22 04 35.10600(N)    159 19 17.71500(W) AD(       ) 3
 TU1927
 TU1927.Superseded values are not recommended for survey control.
 TU1927.NGS no longer adjusts projects to the OLD HI datum.
 TU1927.See file dsdata.txt to determine how the superseded data were derived.
 TU1927
 TU1927_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6711340972(NAD 83)
 TU1927
 TU1927  HISTORY     - Date     Condition        Report By
 TU1927  HISTORY     - 1927     MONUMENTED       CGS
 TU1927  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1927
 TU1927                          STATION DESCRIPTION
 TU1927
 TU1927'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1927'AT KAPAA, EASTERN SHORE OF KAUAI.  THE WESTERN OF TWO SMALL
 TU1927'SHEET METAL STACKS ON ROOF OF A PINEAPPLE CANNERY.
 TU1927
 TU1927                          STATION RECOVERY (1965)
 TU1927
 TU1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1927'STATION IS DESTROYED.  THE STACKS HAVE BEEN REMOVED FROM THE OLD
 TU1927'FACTORY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2696 ***********************************************************************
 TU2696  DESIGNATION -  KAPAAIKI
 TU2696  PID         -  TU2696
 TU2696  STATE/COUNTY-  HI/HAWAII
 TU2696  USGS QUAD   -  HAWI (1995)
 TU2696
 TU2696                         *CURRENT SURVEY CONTROL
 TU2696  ___________________________________________________________________
 TU2696* NAD 83(1993)-  20 14 07.58136(N)    155 45 12.42960(W)     ADJUSTED  
 TU2696* LOCAL TIDAL -        23.2    (meters)      76.     (feet)  VERT ANG  
 TU2696  ___________________________________________________________________
 TU2696  EPOCH DATE  -        1993.62
 TU2696  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 TU2696  GEOID HEIGHT-          18.34  (meters)                     GEOID03
 TU2696
 TU2696  HORZ ORDER  -  SECOND
 TU2696
 TU2696.The horizontal coordinates were established by classical geodetic methods
 TU2696.and adjusted by the National Geodetic Survey in December 1998..
 TU2696.The horizontal coordinates are valid at the epoch date displayed above.
 TU2696.The epoch date for horizontal control is a decimal equivalence
 TU2696.of Year/Month/Day.
 TU2696
 TU2696.The orthometric height was determined by vertical angle observations.
 TU2696
 TU2696.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2696
 TU2696.The geoid height was determined by GEOID03.
 TU2696
 TU2696;                    North         East     Units Scale Factor Converg.
 TU2696;SPC HI 1     -   155,226.217   473,517.390   MT  0.99997533   -0 05 15.6
 TU2696;UTM  05      - 2,239,927.534   212,320.292   MT  1.00062299   -0 57 10.9
 TU2696
 TU2696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2696!SPC HI 1     -   0.99999347  x   0.99997533  =   0.99996880
 TU2696!UTM  05      -   0.99999347  x   1.00062299  =   1.00061646
 TU2696
 TU2696:                Primary Azimuth Mark                     Grid Az
 TU2696:SPC HI 1     -  NIULII STACK                             139 07 12.1
 TU2696:UTM  05      -  NIULII STACK                             139 59 07.4
 TU2696
 TU2696|---------------------------------------------------------------------|
 TU2696| PID    Reference Object                     Distance      Geod. Az  |
 TU2696|                                                           dddmmss.s |
 TU2696| TU2694 NIULII STACK                        APPROX. 1.8 KM 1390156.5 |
 TU2696| CN5353 KAPAAIKI RM 1                         4.671 METERS 19759     |
 TU2696| TU2717 KAUHOLA POINT LIGHT 1948            APPROX. 2.2 KM 3023713.5 |
 TU2696| TU2718 KAUHOLA RESET                       APPROX. 2.2 KM 3024143.0 |
 TU2696| TU2719 KAUHOLA POINT LIGHT                 APPROX. 2.3 KM 3024520.0 |
 TU2696| CN5354 KAPAAIKI RM 2                         6.206 METERS 31333     |
 TU2696|---------------------------------------------------------------------|
 TU2696
 TU2696                          SUPERSEDED SURVEY CONTROL
 TU2696
 TU2696  NAD 83(1986)-  20 14 07.54878(N)    155 45 12.43683(W) AD(       ) 2
 TU2696  OLD HI      -  20 14 18.61900(N)    155 45 22.46400(W) AD(       ) 2
 TU2696
 TU2696.Superseded values are not recommended for survey control.
 TU2696.NGS no longer adjusts projects to the OLD HI datum.
 TU2696.See file dsdata.txt to determine how the superseded data were derived.
 TU2696
 TU2696_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1232039928(NAD 83)
 TU2696
 TU2696  HISTORY     - Date     Condition        Report By
 TU2696  HISTORY     - 1913     MONUMENTED       CGS
 TU2696  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2696  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2696  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2696
 TU2696                          STATION DESCRIPTION
 TU2696
 TU2696'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2696'ON NORTH COAST OF HAWAII, NORTHEAST COAST OF KOHALA DISTRICT, OUT
 TU2696'ON THE END OF THE FLAT GRASSY POINT ON THE WEST SIDE OF KEOKEA
 TU2696'HARBOR, ABOUT 15 METERS FROM THE CLIFF EDGE ON THE EAST AND WEST,
 TU2696'AND ABOUT 10 METERS FROM THE CLIFF EDGE ON THE NORTH.  FROM THE
 TU2696'STATION KAUHOLA POINT LIGHT BEARS N. 70 DEG W.  AND NIULII STACK,
 TU2696'S. 49 DEG E.  MARKED BY HOLE IN CENTER OF TRIANGLE ON TOP OF A
 TU2696'CONCRETE CYLINDER ABOUT 10 INCHES IN DIAMETER, AND PROJECTING
 TU2696'1-1/2 FEET ABOVE THE GROUND.  CYLINDER SURROUNDED BY THE IRON
 TU2696'FORM IN WHICH IT WAS CAST.  THIS MARK PLACED BY THE TERRITORIAL
 TU2696'SURVEY, BUT POSITION DETERMINED INDEPENDENTLY BY UNITED STATES
 TU2696'COAST AND GEODETIC SURVEY PARTY IN 1913.
 TU2696
 TU2696                          STATION RECOVERY (1938)
 TU2696
 TU2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2696'LOCATION OF STATION--ON SEACOAST ABOUT 1 MILE NORTHEAST OF
 TU2696'HALAWA SCHOOL.  TAKE ROAD ABOUT 500 FEET EAST OF HALAWA SCHOOL
 TU2696'WHICH GOES DOWN FROM THE MAIN GOVERNMENT ROAD.  AT JUNCTION WITH
 TU2696'R.R. TRACK TURN EAST AND PROCEED ALONG CANE FIELD TO DIVISION LINE
 TU2696'BETWEEN THIS CANE FIELD AND IRONWOOD FOREST.  FOLLOW THIS
 TU2696'DIVISION LINE TO THE SEA.  THE STATION IS A LITTLE EASTERLY FROM
 TU2696'THIS POINT.
 TU2696'
 TU2696'STATION MARK FOUND--TRIANGULATION STATION ON TOP OF 10 IN
 TU2696'CONCRETE-FILLED CYLINDER SET FIRMLY IN THE GROUND.
 TU2696'
 TU2696'NEW MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE MONUMENT
 TU2696'6 FEET ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG SET ON STEEL
 TU2696'LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW.  A STANDARD
 TU2696'METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2696
 TU2696                          STATION RECOVERY (1948)
 TU2696
 TU2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2696'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD
 TU2696'CONDITION.  TWO REFERENCE MARKS WERE ESTABLISHED FOR THIS
 TU2696'STATION.  A NEW DESCRIPTION FOLLOWS--
 TU2696'
 TU2696'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF AKAKOA POINT,
 TU2696'ABOUT 1.5 MILES SOUTHEAST OF KAUHOLA POINT LIGHTHOUSE, ABOUT 1.5
 TU2696'MILES EAST OF HALAULA POST OFFICE, 40 FEET WEST OF THE EDGE OF THE
 TU2696'SEA BLUFF, 20 FEET EAST OF A GROVE OF TREES AND ON THE HIGHEST
 TU2696'POINT OF KAPAAIKI POINT.
 TU2696'
 TU2696'THE STATION IS IN THE CENTER OF A DRILL HOLE, SURROUNDED BY A
 TU2696'TRIANGLE, WHICH IS IN THE CENTER OF A CONCRETE CYLINDER.  THE
 TU2696'CONCRETE CYLINDER IS ABOUT 10 INCHES IN DIAMETER AND PROJECTS
 TU2696'ABOUT 1-1/2 FEET ABOVE THE GROUND.  A SQUARE SLAB OF CONCRETE
 TU2696'WHICH IS 6 FEET ON EACH SIDE AND PROJECTS ABOUT 1-1/2 FEET
 TU2696'SURROUNDS THE STATION MARK.  THE TOP OF THE CONCRETE CYLINDER
 TU2696'IS NOW FLUSH WITH THE TOP OF THE CONCRETE PLATFORM.
 TU2696'
 TU2696'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAPAAIKI 1
 TU2696'1948, SET IN THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS ABOUT
 TU2696'4 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 TU2696'
 TU2696'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAPAAIKI 2
 TU2696'1948, SET IN THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS ABOUT
 TU2696'4 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 TU2696'
 TU2696'TO REACH FROM THE POST OFFICE IN KAPAAU, GO SOUTHEAST ON THE
 TU2696'PAVED ROAD WHICH LEADS TOWARD POLOLU VALLEY FOR 4.9 MILES.  TURN
 TU2696'LEFT, ONTO A DIRT ROAD, PASS TO THE RIGHT HAND SIDE OF A FIELD
 TU2696'SHED, AND GO NORTHEAST, THROUGH A CANE FIELD, FOR 0.7 MILE.  TURN
 TU2696'RIGHT AND GO EASTERLY FOR ABOUT 100 YARDS.  TURN LEFT AND GO
 TU2696'NORTHEASTERLY, KEEPING TO THE LEFT HAND SIDE OF A GROVE OF
 TU2696'IRONWOOD TREES, FOR 0.2 MILE.  TURN RIGHT AND PICK YOUR WAY
 TU2696'THROUGH THE TREES FOR ABOUT 200 YARDS TO THE OPEN GROUND AND
 TU2696'THE STATION.
 TU2696
 TU2696                          STATION RECOVERY (1967)
 TU2696
 TU2696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2696'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2696'COMPLETE DESCRIPTION FOLLOWS--
 TU2696'
 TU2696'STATION IS LOCATED ABOUT 5 MILES EAST OF HAWI AND 1.3 MILES
 TU2696'SOUTHEAST OF KAUHOLA POINT LIGHTHOUSE, ON KAPAAIKI POINT, ON THE
 TU2696'BLUFF ABOUT 75 FEET ABOVE THE SEA.  THERE ARE LOW, BRUSHY,
 TU2696'IRONWOOD TREES ON THE POINT, WHICH OBSTRUCT THE VIEW IN MOST
 TU2696'DIRECTIONS.
 TU2696'
 TU2696'TO REACH STATION FROM THE POST OFFICE AT KOHALA, GO EAST ON STATE
 TU2696'HIGHWAY 27 FOR 4.7 MILES TO THE WO ON STORE ON RIGHT.  CONTINUE
 TU2696'ON THE HIGHWAY FOR 0.3 MILE TO CROSSROAD.  TURN LEFT ON CANE FIELD
 TU2696'ROAD AND GO NORTHERLY FOR 1.05 MILES TO CROSSROAD AT IRONWOOD
 TU2696'TREES.  TURN RIGHT AND GO ALONG EDGE OF CANE FIELD FOR 0.2 MILE
 TU2696'TO END OF TRUCK TRAVEL 75 YARDS AFTER CROSSROAD IN A DEEP
 TU2696'DIP.  WALK NORTHERLY THROUGH TREES ABOUT 80 YARDS TO STATION ON
 TU2696'BLUFF.
 TU2696'
 TU2696'STATION IS MARKED BY A 1-INCH DRILL HOLE, SURROUNDED BY AN 8-INCH
 TU2696'TRIANGLE, IN THE TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT SET
 TU2696'IN THE MIDDLE OF A TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON
 TU2696'EACH SIDE AND PROJECTING 16 INCHES ABOVE GROUND.  IT IS 10 FEET
 TU2696'SOUTH OF THE IRONWOOD ROW ALONG BLUFF EDGE.
 TU2696'
 TU2696'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAPAAIKI 1
 TU2696'1948, CEMENTED IN THE TOP OF A 2-INCH, IRON PIPE PROJECTING 2
 TU2696'INCHES ABOVE GROUND.  IT IS ABOUT 6 INCHES HIGHER THAN STATION
 TU2696'MARK.
 TU2696'
 TU2696'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAPAAIKI 2
 TU2696'1948, CEMENTED IN THE TOP OF A 2-INCH, IRON PIPE FLUSH WITH
 TU2696'GROUND, 5 FEET SOUTH OF EDGE OF IRONWOOD TREES AND ABOUT 2 FEET
 TU2696'LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1469 ***********************************************************************
 TU1469  DESIGNATION -  KAPAKA 1910
 TU1469  PID         -  TU1469
 TU1469  STATE/COUNTY-  HI/HONOLULU
 TU1469  USGS QUAD   -  HAUULA (1983)
 TU1469
 TU1469                         *CURRENT SURVEY CONTROL
 TU1469  ___________________________________________________________________
 TU1469* NAD 83(1993)-  21 36 09.01005(N)    157 53 53.01646(W)     ADJUSTED  
 TU1469* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1469  ___________________________________________________________________
 TU1469  EPOCH DATE  -        1993.62
 TU1469  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 TU1469  GEOID HEIGHT-          14.35  (meters)                     GEOID03
 TU1469
 TU1469  HORZ ORDER  -  THIRD
 TU1469
 TU1469.The horizontal coordinates were established by classical geodetic methods
 TU1469.and adjusted by the National Geodetic Survey in December 1998..
 TU1469.The horizontal coordinates are valid at the epoch date displayed above.
 TU1469.The epoch date for horizontal control is a decimal equivalence
 TU1469.of Year/Month/Day.
 TU1469
 TU1469.The orthometric height was scaled from a topographic map.
 TU1469
 TU1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1469
 TU1469.The geoid height was determined by GEOID03.
 TU1469
 TU1469;                    North         East     Units Scale Factor Converg.
 TU1469;SPC HI 3     -    48,259.651   510,555.512   MT  0.99999138   +0 02 15.1
 TU1469;UTM  04      - 2,389,234.507   614,062.578   MT  0.99976076   +0 24 20.7
 TU1469
 TU1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1469!SPC HI 3     -   0.99999759  x   0.99999138  =   0.99998897
 TU1469!UTM  04      -   0.99999759  x   0.99976076  =   0.99975835
 TU1469
 TU1469                          SUPERSEDED SURVEY CONTROL
 TU1469
 TU1469  NAD 83(1986)-  21 36 08.96141(N)    157 53 53.02551(W) AD(       ) 3
 TU1469  OLD HI      -  21 36 20.40400(N)    157 54 02.99400(W) AD(       ) 3
 TU1469
 TU1469.Superseded values are not recommended for survey control.
 TU1469.NGS no longer adjusts projects to the OLD HI datum.
 TU1469.See file dsdata.txt to determine how the superseded data were derived.
 TU1469
 TU1469_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1406389235(NAD 83)
 TU1469
 TU1469  HISTORY     - Date     Condition        Report By
 TU1469  HISTORY     - 1910     MONUMENTED       CGS
 TU1469  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1469  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1469
 TU1469                          STATION DESCRIPTION
 TU1469
 TU1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1469'ON THE MOST PROMINENT POINT ABOUT 1/2 MILE SOUTH OF HAUULA
 TU1469'RAILWAY STATION, ABOUT 100 FEET FROM THE ROAD AND 50 FEET FROM
 TU1469'THE BEACH.  MARKED BY A SHORT CROSS IN TOP OF AN IRREGULAR-SHAPED
 TU1469'STONE, SET WITH TOP JUST BELOW SURFACE OF GROUND.
 TU1469
 TU1469                          STATION RECOVERY (1933)
 TU1469
 TU1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1469'SEARCHED FOR BUT COULD NOT BE FOUND.  DISTANCE AND AZIMUTH LAID
 TU1469'OFF FROM STATION WAIMANANA AND FOUND TO BE AT EDGE OF
 TU1469'VEGETATION.  LARGE HOLE DUG BUT NO MARK FOUND.
 TU1469'
 TU1469'RECOMMEND STATION BE CLASSIFIED AS LOST.
 TU1469
 TU1469                          STATION RECOVERY (1964)
 TU1469
 TU1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1469'STATION IS BELIEVED TO BE DESTROYED.  THE AREA WHERE IT WAS
 TU1469'LOCATED IS NOW OCCUPIED BY SOME HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1354 ***********************************************************************
 TU1354  DESIGNATION -  KAPALAMA BASIN LIGHT 1
 TU1354  PID         -  TU1354
 TU1354  STATE/COUNTY-  HI/HONOLULU
 TU1354  USGS QUAD   -  HONOLULU (1983)
 TU1354
 TU1354                         *CURRENT SURVEY CONTROL
 TU1354  ___________________________________________________________________
 TU1354* NAD 83(1993)-  21 18 32.84683(N)    157 52 22.96457(W)     ADJUSTED  
 TU1354* LOCAL TIDAL -                                                        
 TU1354  ___________________________________________________________________
 TU1354  EPOCH DATE  -        1993.62
 TU1354  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 TU1354  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1354
 TU1354  HORZ ORDER  -  THIRD
 TU1354
 TU1354.The horizontal coordinates were established by classical geodetic methods
 TU1354.and adjusted by the National Geodetic Survey in December 1998..
 TU1354.The horizontal coordinates are valid at the epoch date displayed above.
 TU1354.The epoch date for horizontal control is a decimal equivalence
 TU1354.of Year/Month/Day.
 TU1354
 TU1354
 TU1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1354
 TU1354.The geoid height was determined by GEOID03.
 TU1354
 TU1354;                    North         East     Units Scale Factor Converg.
 TU1354;SPC HI 3     -    15,778.054   513,171.996   MT  0.99999214   +0 02 46.1
 TU1354;UTM  04      - 2,356,777.646   616,885.758   MT  0.99976883   +0 24 34.5
 TU1354
 TU1354                          SUPERSEDED SURVEY CONTROL
 TU1354
 TU1354  NAD 83(1986)-  21 18 32.79619(N)    157 52 22.97397(W) AD(       ) 4
 TU1354  OLD HI      -  21 18 44.17800(N)    157 52 32.84700(W) AD(       ) 3
 TU1354
 TU1354.Superseded values are not recommended for survey control.
 TU1354.NGS no longer adjusts projects to the OLD HI datum.
 TU1354.See file dsdata.txt to determine how the superseded data were derived.
 TU1354
 TU1354_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1688656778(NAD 83)
 TU1354
 TU1354  HISTORY     - Date     Condition        Report By
 TU1354  HISTORY     - UNK      MONUMENTED
 TU1354  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1354  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1354
 TU1354                          STATION DESCRIPTION
 TU1354
 TU1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1354'STATION IS GONE.
 TU1354
 TU1354                          STATION RECOVERY (1999)
 TU1354
 TU1354'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1363 ***********************************************************************
 TU1363  DESIGNATION -  KAPALAMA BASIN LIGHT 3
 TU1363  PID         -  TU1363
 TU1363  STATE/COUNTY-  HI/HONOLULU
 TU1363  USGS QUAD   -  HONOLULU (1983)
 TU1363
 TU1363                         *CURRENT SURVEY CONTROL
 TU1363  ___________________________________________________________________
 TU1363* NAD 83(1993)-  21 18 45.90369(N)    157 52 43.36497(W)     ADJUSTED  
 TU1363* LOCAL TIDAL -                                                        
 TU1363  ___________________________________________________________________
 TU1363  EPOCH DATE  -        1993.62
 TU1363  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TU1363  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1363
 TU1363  HORZ ORDER  -  THIRD
 TU1363
 TU1363.The horizontal coordinates were established by classical geodetic methods
 TU1363.and adjusted by the National Geodetic Survey in December 1998..
 TU1363.The horizontal coordinates are valid at the epoch date displayed above.
 TU1363.The epoch date for horizontal control is a decimal equivalence
 TU1363.of Year/Month/Day.
 TU1363
 TU1363
 TU1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1363
 TU1363.The geoid height was determined by GEOID03.
 TU1363
 TU1363;                    North         East     Units Scale Factor Converg.
 TU1363;SPC HI 3     -    16,179.162   512,583.736   MT  0.99999196   +0 02 38.7
 TU1363;UTM  04      - 2,357,174.926   616,295.098   MT  0.99976712   +0 24 27.3
 TU1363
 TU1363                          SUPERSEDED SURVEY CONTROL
 TU1363
 TU1363  NAD 83(1986)-  21 18 45.85305(N)    157 52 43.37437(W) AD(       ) 4
 TU1363  OLD HI      -  21 18 57.23500(N)    157 52 53.24700(W) AD(       ) 3
 TU1363
 TU1363.Superseded values are not recommended for survey control.
 TU1363.NGS no longer adjusts projects to the OLD HI datum.
 TU1363.See file dsdata.txt to determine how the superseded data were derived.
 TU1363
 TU1363_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1629557175(NAD 83)
 TU1363
 TU1363  HISTORY     - Date     Condition        Report By
 TU1363  HISTORY     - UNK      MONUMENTED
 TU1363  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1363  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1363
 TU1363                          STATION DESCRIPTION
 TU1363
 TU1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1363'STATION IS GONE.
 TU1363
 TU1363                          STATION RECOVERY (1999)
 TU1363
 TU1363'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1098 ***********************************************************************
 TU1098  DESIGNATION -  KAPAPA ISLAND
 TU1098  PID         -  TU1098
 TU1098  STATE/COUNTY-  HI/HONOLULU
 TU1098  USGS QUAD   -  KANEOHE (1983)
 TU1098
 TU1098                         *CURRENT SURVEY CONTROL
 TU1098  ___________________________________________________________________
 TU1098* NAD 83(1993)-  21 28 36.33400(N)    157 47 57.24963(W)     ADJUSTED  
 TU1098* LOCAL TIDAL -                                                        
 TU1098  ___________________________________________________________________
 TU1098  EPOCH DATE  -        1993.62
 TU1098  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 TU1098  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU1098
 TU1098  HORZ ORDER  -  THIRD
 TU1098
 TU1098.The horizontal coordinates were established by classical geodetic methods
 TU1098.and adjusted by the National Geodetic Survey in December 1998..
 TU1098.The horizontal coordinates are valid at the epoch date displayed above.
 TU1098.The epoch date for horizontal control is a decimal equivalence
 TU1098.of Year/Month/Day.
 TU1098
 TU1098
 TU1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1098
 TU1098.The geoid height was determined by GEOID03.
 TU1098
 TU1098;                    North         East     Units Scale Factor Converg.
 TU1098;SPC HI 3     -    34,346.859   520,806.333   MT  0.99999535   +0 04 24.6
 TU1098;UTM  04      - 2,375,390.705   624,400.104   MT  0.99979123   +0 26 22.9
 TU1098
 TU1098                          SUPERSEDED SURVEY CONTROL
 TU1098
 TU1098  NAD 83(1986)-  21 28 36.28462(N)    157 47 57.25775(W) AD(       ) 4
 TU1098  OLD HI      -  21 28 47.69300(N)    157 48 07.15100(W) AD(       ) 3
 TU1098
 TU1098.Superseded values are not recommended for survey control.
 TU1098.NGS no longer adjusts projects to the OLD HI datum.
 TU1098.See file dsdata.txt to determine how the superseded data were derived.
 TU1098
 TU1098_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2440075391(NAD 83)
 TU1098
 TU1098  HISTORY     - Date     Condition        Report By
 TU1098  HISTORY     - 1926     MONUMENTED       CGS
 TU1098  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1098  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1098
 TU1098                          STATION DESCRIPTION
 TU1098
 TU1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1098'OFF THE EASTERN COAST OF OAHU, IN THE MIDDLE OF THE ENTRANCE OT
 TU1098'KANEOHE BAY, ON KAPAPA ISLAND, STANDS A LOW, NONDESCRIPT, PART
 TU1098'STONE HOUSE.  THE HOUSE STANDS SOLITARY IN THE MIDDLE OF THE
 TU1098'ISLAND.  ITS CENTER WAS DETERMINED.
 TU1098
 TU1098                          STATION RECOVERY (1932)
 TU1098
 TU1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1098'RECOVERED.  HOUSE IS 5 FEET HIGH, 10 FEET SQUARE, AND STANDS
 TU1098'NEAR W END OF ISLAND INSTEAD OF NEAR THE CENTER.
 TU1098
 TU1098                          STATION RECOVERY (1965)
 TU1098
 TU1098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1098'THE ISLAND WAS NOT VISITED.  NO HOUSE IS VISIBLE ON THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2360 ***********************************************************************
 TU2360  DESIGNATION -  KAPAPALA
 TU2360  PID         -  TU2360
 TU2360  STATE/COUNTY-  HI/HAWAII
 TU2360  USGS QUAD   -  PAHALA (1995)
 TU2360
 TU2360                         *CURRENT SURVEY CONTROL
 TU2360  ___________________________________________________________________
 TU2360* NAD 83(1993)-  19 14 16.08087(N)    155 26 49.84110(W)     ADJUSTED  
 TU2360* LOCAL TIDAL -       473.0    (meters)    1552.     (feet)  VERT ANG  
 TU2360  ___________________________________________________________________
 TU2360  EPOCH DATE  -        1993.62
 TU2360  LAPLACE CORR-         -10.98  (seconds)                    DEFLEC99
 TU2360  GEOID HEIGHT-          21.29  (meters)                     GEOID03
 TU2360
 TU2360  HORZ ORDER  -  FIRST
 TU2360
 TU2360.The horizontal coordinates were established by classical geodetic methods
 TU2360.and adjusted by the National Geodetic Survey in December 1998..
 TU2360.The horizontal coordinates are valid at the epoch date displayed above.
 TU2360.The epoch date for horizontal control is a decimal equivalence
 TU2360.of Year/Month/Day.
 TU2360
 TU2360.The orthometric height was determined by vertical angle observations.
 TU2360
 TU2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2360
 TU2360.The geoid height was determined by GEOID03.
 TU2360
 TU2360;                    North         East     Units Scale Factor Converg.
 TU2360;SPC HI 1     -    44,770.804   505,553.593   MT  0.99996705   +0 01 02.7
 TU2360;UTM  05      - 2,128,950.832   242,741.206   MT  1.00041817   -0 48 24.4
 TU2360
 TU2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2360!SPC HI 1     -   0.99992230  x   0.99996705  =   0.99988936
 TU2360!UTM  05      -   0.99992230  x   1.00041817  =   1.00034044
 TU2360
 TU2360|---------------------------------------------------------------------|
 TU2360| PID    Reference Object                     Distance      Geod. Az  |
 TU2360|                                                           dddmmss.s |
 TU2360| TU2372 KAPAPALA RM 1 1978                   15.973 METERS 03210     |
 TU2360| TU2370 PAHALA KAU SUGAR CO STACK           APPROX. 5.4 KM 2140648.4 |
 TU2360| CN5357 KAPAPALA RM 2                        12.351 METERS 25834     |
 TU2360| CN5355 KAPAPALA AZ MK                                     2810221.0 |
 TU2360|---------------------------------------------------------------------|
 TU2360
 TU2360                          SUPERSEDED SURVEY CONTROL
 TU2360
 TU2360  NAD 83(1986)-  19 14 16.05860(N)    155 26 49.88202(W) AD(       ) 1
 TU2360  OLD HI      -  19 14 26.91700(N)    155 26 59.89700(W) AD(       ) 1
 TU2360
 TU2360.Superseded values are not recommended for survey control.
 TU2360.NGS no longer adjusts projects to the OLD HI datum.
 TU2360.See file dsdata.txt to determine how the superseded data were derived.
 TU2360
 TU2360_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4274128951(NAD 83)
 TU2360_MARKER: Z = SEE DESCRIPTION
 TU2360_SETTING: 0 = UNSPECIFIED SETTING
 TU2360
 TU2360  HISTORY     - Date     Condition        Report By
 TU2360  HISTORY     - 1949     MONUMENTED       CGS
 TU2360  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2360  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2360
 TU2360                          STATION DESCRIPTION
 TU2360
 TU2360'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2360'THE STATION IS LOCATED IN ROCKY PASTURE LAND ABOUT 5-1/2 MILES
 TU2360'NORTHWEST OF KAPAOO POINT, ABOUT 3 MILES NORTHEAST OF PAHALA, ABOUT
 TU2360'2-1/2 MILES SOUTH OF THE KAPAPALA RANCH, ABOUT 150 YARDS SOUTH OF
 TU2360'THE ROAD WHICH RUNS BETWEEN NAALEHU AND HILO AND ON THE SUMMIT
 TU2360'OF A LOW LAVA MOUND.
 TU2360'
 TU2360'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO NORTHEAST, ON THE
 TU2360'ROAD WHICH LEADS TOWARD HILO, FOR 12.3 MILES.  CONTINUE
 TU2360'STRAIGHT AHEAD, ON THE ROAD TOWARD HILO, FOR 3.3 MILES.  CROSS OVER
 TU2360'A DRY WASH AND CONTINUE TOWARD HILO FOR 0.9 MILE TO THE END OF
 TU2360'TRUCK TRAVEL AT THE SIDE OF THE ROAD.  FROM THIS POINT, CROSS
 TU2360'OVER THE WIRE FENCE AND PACK SOUTHEASTERLY FOR ABOUT 150 YARDS TO
 TU2360'THE STATION.
 TU2360'
 TU2360'THE STATION IS A STANDARD DISK, STAMPED KAPAPALA 1949, SET
 TU2360'INTO A DRILL HOLE IN LAVA BEDROCK WHICH PROJECTS ABOUT 5 FEET.
 TU2360'
 TU2360'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAPAPALA
 TU2360'NO 1 1949, SET INTO A DRILL HOLE IN LAVA BEDROCK WHICH PROJECTS
 TU2360'ABOUT 8 FEET AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2360'
 TU2360'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAPAPALA
 TU2360'NO 2 1949, SET INTO A DRILL HOLE IN LAVA BEDROCK WHICH PROJECTS
 TU2360'ABOUT 3 FEET AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2360'
 TU2360'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAPAPALA 1949,
 TU2360'SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 8 FEET.  IT
 TU2360'IS LOCATED ABOUT 500 FEET WEST OF THE STATION, 51 FEET WEST OF THE
 TU2360'CENTER LINE OF THE HIGHWAY AND 11 FEET WEST OF A WIRE FENCE.
 TU2360
 TU2360                          STATION RECOVERY (1967)
 TU2360
 TU2360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2360'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2360'COMPLETE DESCRIPTION FOLLOWS--
 TU2360'
 TU2360'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF PAHALA AND
 TU2360'2-1/2 MILES SOUTH OF THE KAPAPALA RANCH HEADQUARTERS, AT ABOUT
 TU2360'1546 FEET ELEVATION, ON A MOUND ABOUT 8 FEET HIGHER THAN
 TU2360'SURROUNDING AREA, IN THE BRUSHY LAND ALONG THE SOUTHEAST SIDE OF
 TU2360'STATE HIGHWAY 11.  IT IS ABOUT 150 YARDS SOUTHEAST OF THE HIGHWAY
 TU2360'AND POLE NO. 191, AND 200 YARDS NORTHEAST OF A HIGHWAY SIGN
 TU2360'ELEV. 1500 FT.
 TU2360'
 TU2360'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTH
 TU2360'ON PIKAKE ST. FOR 0.2 MILE TO CROSSROAD.  TURN LEFT ON STATE
 TU2360'HIGHWAY 15 AND GO 0.5 MILE TO JUNCTION WITH STATE HIGHWAY
 TU2360'11.  TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 11 FOR 3.1
 TU2360'MILES TO TOP OF LONG GRADE AND POWER POLE NO. 191 ON THE
 TU2360'RIGHT.  FROM HERE WALK SOUTHEAST ABOUT 150 YARDS TO STATION.
 TU2360'
 TU2360'STATION MARK IS A STANDARD DISK STAMPED KAPAPALA 1949,
 TU2360'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, 11 FEET SOUTHEAST OF
 TU2360'A WHITE WITNESS POST.
 TU2360'
 TU2360'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAPAPALA
 TU2360'NO 1 1949, CEMENTED IN A DRILL HOLE IN BEDROCK NEAR THE TOP OF
 TU2360'A LARGE, SLOPING BEDROCK SLAB ON SIDE OF MOUND NORTHEAST OF
 TU2360'STATION.  IT IS ABOUT 8 INCHES HIGHER THAN STATION MARK.
 TU2360'
 TU2360'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2360'KAPAPALA NO 2 1949, CEMENTED IN A DRILL HOLE IN BEDROCK ON
 TU2360'A LEDGE EXTENDING WEST FROM STATION MOUND.  IT IS .72 FOOT
 TU2360'LOWER THAN STATION MARK.
 TU2360'
 TU2360'AZIMUTH MARK IS A STANDARD DISK STAMPED KAPAPALA 1949,
 TU2360'CEMENTED IN A DRILL HOLE IN THE TOP OF A BLACK LAVA MOUND ABOUT
 TU2360'7 FEET HIGH, ALONG THE NORTHWEST SIDE OF THE HIGHWAY, 11.5
 TU2360'FEET NORTHWEST OF FENCE LINE, 51 FEET NORTHWEST OF CENTER LINE
 TU2360'OF HIGHWAY, AND 250 FEET SOUTHWEST OF POWER POLE NO. 191.
 TU2360
 TU2360                          STATION RECOVERY (1977)
 TU2360
 TU2360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2360'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2
 TU2360'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 TU2360'REFERENCE MARKS MEASURED ON THIS DATE COMPARED FAVORABLY WITH
 TU2360'THE 1949 AND 1967 MEASUREMENTS.  THE DIRECTION TO THE AZIMUTH
 TU2360'MARK DIFFERED BY ABOUT 10 SECONDS FROM THE 1949 AND 1967
 TU2360'MEASUREMENTS.  THE DISTANCES TO THE REFERENCE MARKS MEASURED
 TU2360'ON THIS DATE DIFFERED FROM THE 1949 MEASUREMENTS BY A SMALL
 TU2360'AMOUNT BUT COMPARED FAVORABLY WITH THE 1967 MEASUREMENTS.  THE
 TU2360'1967 RECOVERY NOTE IS ADEQUATE.
 TU2360'
 TU2360'OFFICE NOTE--BM 1855 USGS IS BM USGS POSITIONED BY NGS IN
 TU2360'1977.
 TU2360'
 TU2360'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2360'
 TU2360'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2360'3 MILES NNE OF PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2788 ***********************************************************************
 TU2788  DESIGNATION -  KAPAULA
 TU2788  PID         -  TU2788
 TU2788  STATE/COUNTY-  HI/MAUI
 TU2788  USGS QUAD   -  NAHIKU (1983)
 TU2788
 TU2788                         *CURRENT SURVEY CONTROL
 TU2788  ___________________________________________________________________
 TU2788* NAD 83(1993)-  20 48 39.82882(N)    156 07 20.79253(W)     ADJUSTED  
 TU2788* LOCAL TIDAL -       455.9    (meters)    1496.     (feet)  VERT ANG  
 TU2788  ___________________________________________________________________
 TU2788  EPOCH DATE  -        1993.62
 TU2788  LAPLACE CORR-         -11.31  (seconds)                    DEFLEC99
 TU2788  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU2788
 TU2788  HORZ ORDER  -  FIRST
 TU2788
 TU2788.The horizontal coordinates were established by classical geodetic methods
 TU2788.and adjusted by the National Geodetic Survey in December 1998..
 TU2788.The horizontal coordinates are valid at the epoch date displayed above.
 TU2788.The epoch date for horizontal control is a decimal equivalence
 TU2788.of Year/Month/Day.
 TU2788
 TU2788.The orthometric height was determined by vertical angle observations.
 TU2788
 TU2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2788
 TU2788.The geoid height was determined by GEOID03.
 TU2788
 TU2788;                    North         East     Units Scale Factor Converg.
 TU2788;SPC HI 2     -    52,984.072   556,652.870   MT  1.00000632   +0 11 36.1
 TU2788;UTM  04      - 2,303,911.666   799,530.651   MT  1.00070892   +1 01 23.3
 TU2788
 TU2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2788!SPC HI 2     -   0.99992591  x   1.00000632  =   0.99993223
 TU2788!UTM  04      -   0.99992591  x   1.00070892  =   1.00063477
 TU2788
 TU2788|---------------------------------------------------------------------|
 TU2788| PID    Reference Object                     Distance      Geod. Az  |
 TU2788|                                                           dddmmss.s |
 TU2788| CN5358 KAPAULA RM 1                          4.280 METERS 28801     |
 TU2788| TU2792 OKOBOLA 1877                        APPROX. 7.9 KM 3164242.7 |
 TU2788| CN5359 KAPAULA RM 2                         20.330 METERS 34823     |
 TU2788|---------------------------------------------------------------------|
 TU2788
 TU2788                          SUPERSEDED SURVEY CONTROL
 TU2788
 TU2788  NAD 83(1986)-  20 48 39.79354(N)    156 07 20.80363(W) AD(       ) 1
 TU2788  OLD HI      -  20 48 51.33400(N)    156 07 30.90100(W) AD(       ) 1
 TU2788
 TU2788.Superseded values are not recommended for survey control.
 TU2788.NGS no longer adjusts projects to the OLD HI datum.
 TU2788.See file dsdata.txt to determine how the superseded data were derived.
 TU2788
 TU2788_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ9953103912(NAD 83)
 TU2788_MARKER: Z = SEE DESCRIPTION
 TU2788_SETTING: 0 = UNSPECIFIED SETTING
 TU2788
 TU2788  HISTORY     - Date     Condition        Report By
 TU2788  HISTORY     - 1950     MONUMENTED       CGS
 TU2788  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2788
 TU2788                          STATION DESCRIPTION
 TU2788
 TU2788'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2788'LOCATED NEAR THE NORTHEAST COAST OF EAST MAUI, IN THE KOOLAU
 TU2788'DISTRICT, ON A LOW WOODED HILL ABOUT 10 MILES, AIRLINE, WEST OF
 TU2788'HANA, ABOUT 1.5 IN FROM THE COAST AND ABOUT 0.5 MILES ABOVE THE
 TU2788'HIGHWAY, JUST WEST OF A SMALL CREEK.
 TU2788'
 TU2788'THE STATION IS A STANDARD DISK CEMENTED IN A TERRA COTTA PIPE
 TU2788'THAT PROJECTS 10 INCHES, STAMPED KAPAULA 1950.
 TU2788'
 TU2788'REFERENCE MARK NO 1 IS WEST OF THE STATION.  A STANDARD DISK
 TU2788'CEMENTED IN A TERRA COTTA PIPE PROJECTING 12 INCHES, STAMPED
 TU2788'KAPAULA NO 1 1950
 TU2788'
 TU2788'REFERENCE MARK NO 2 IS NORTH NORTHWEST OF THE STATION.  A
 TU2788'STANDARD DISK SET IN A ROCK LEDGE FLUSH WITH THE GROUND AT THE
 TU2788'BREAK OFF OF THE HILL.
 TU2788'
 TU2788'TO REACH FROM THE POST OFFICE AT HANA--GO WEST ON COAST HIGHWAY
 TU2788'FOR 11.4 MILES, TURN LEFT INTO DRIVEWAY AT IRRIGATION COMPANY HOUSE
 TU2788'AND GO TO GATE AT REAR OF HOUSE AND ETT.  FROM HERE PACK WEST ALONG
 TU2788'DITCH FOR ABOUT 0.1 MILES TO RIDGE AT WEST SIDE OF SECOND DITCH
 TU2788'BRIDGE.  TURN RIGHT AND FOLLOW RIDGE SOUTH FOR ABOUT 0.4 MILES
 TU2788'TO STATION AT EAST EDGE OF HILL.
 TU2788'
 TU2788'HEIGHT OF LIGHT ABOVE STATION MARK 0.77 METERS.
 TU2788
 TU2788                          STATION RECOVERY (1968)
 TU2788
 TU2788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2788'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2788'COMPLETE DESCRIPTION FOLLOWS--
 TU2788'
 TU2788'STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF HANA, 1200
 TU2788'FEET SOUTH-SOUTHWEST OF THE KOOLAU DITCH, AND 1300 FEET SOUTHEAST
 TU2788'OF PUA KAA PARK, ON A KNOLL OF ABOUT 1496 FEET ELEVATION, ON THE
 TU2788'BRUSHY SLOPES ABOVE THE HANA HIGHWAY.  THE STATION KNOLL HAS A
 TU2788'COVER OF LOW BRUSH AND FERNS, BUT NO LARGE TREES.
 TU2788'
 TU2788'TO REACH STATION FROM THE POST OFFICE IN HANA, GO WEST ON
 TU2788'STATE HIGHWAY 36 FOR 12.1 MILES TO SIDE ROAD LEFT, JUST PAST A
 TU2788'CORRUGATED METAL HUT ON LEFT, AND 0.4 MILE BEFORE REACHING PUA
 TU2788'KAA PARK.  PACK UP OLD ROAD TO LEFT ABOUT 200 FEET TO CANAL, THEN
 TU2788'GO LEFT ALONG CANAL ABOUT 200 YARDS TO CANAL FORK.  GO RIGHT, UP
 TU2788'ONTO RIDGE AND GO ABOUT 1/4-MILE TO STATION.  NOTE--BECAUSE OF
 TU2788'HEAVY FERN COVER ON RIDGE STATION IS DIFFICULT TO REACH.
 TU2788'
 TU2788'STATION MARK IS A STANDARD DISK STAMPED KAPAULA 1950, BRAZED ONTO
 TU2788'THE TOP OF A 2-1/2-INCH, IRON PIPE THAT PROJECTS 14 INCHES FROM
 TU2788'GROUND.  IT IS ON THE EAST POINT OF THE HILL TOP.
 TU2788'
 TU2788'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAPAULA
 TU2788'NO 1 1950, BRAZED ONTO THE TOP OF A 2-1/2-INCH, IRON PIPE
 TU2788'PROJECTING 14 INCHES FROM GROUND, AND 6 INCHES LOWER THAN
 TU2788'STATION MARK.  IT IS 4.280 M (14.039 FT.) FROM STATION, IN
 TU2788'AZIMUTH 108 DEG 00 MIN 46 SEC.
 TU2788'
 TU2788'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAPAULA
 TU2788'NO 2 1950, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 TU2788'GROUND ON NORTHWEST EDGE OF HILL, 4 FEET LOWER THAN STATION
 TU2788'MARK.  IT IS 6.197 M (20.334 FT.) FROM STATION, IN AZIMUTH
 TU2788'168 DEG 22 MIN 56 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2116 ***********************************************************************
 TU2116  DESIGNATION -  KAPOHO
 TU2116  PID         -  TU2116
 TU2116  STATE/COUNTY-  HI/HAWAII
 TU2116  USGS QUAD   -  KAPOHO (1995)
 TU2116
 TU2116                         *CURRENT SURVEY CONTROL
 TU2116  ___________________________________________________________________
 TU2116* NAD 83(1993)-  19 29 50.60383(N)    154 50 21.03952(W)     ADJUSTED  
 TU2116* LOCAL TIDAL -       136.0    (meters)     446.     (feet)  VERT ANG  
 TU2116  ___________________________________________________________________
 TU2116  EPOCH DATE  -        1993.62
 TU2116  LAPLACE CORR-         -20.18  (seconds)                    DEFLEC99
 TU2116  GEOID HEIGHT-          12.79  (meters)                     GEOID03
 TU2116
 TU2116  HORZ ORDER  -  FIRST
 TU2116
 TU2116.The horizontal coordinates were established by classical geodetic methods
 TU2116.and adjusted by the National Geodetic Survey in December 1998..
 TU2116.The horizontal coordinates are valid at the epoch date displayed above.
 TU2116.The epoch date for horizontal control is a decimal equivalence
 TU2116.of Year/Month/Day.
 TU2116
 TU2116.The orthometric height was determined by vertical angle observations.
 TU2116
 TU2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2116
 TU2116.The geoid height was determined by GEOID03.
 TU2116
 TU2116;                    North         East     Units Scale Factor Converg.
 TU2116;SPC HI 1     -    73,638.197   569,368.859   MT  1.00002612   +0 13 14.0
 TU2116;UTM  05      - 2,156,898.255   306,983.224   MT  1.00006052   -0 36 50.6
 TU2116
 TU2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2116!SPC HI 1     -   0.99997661  x   1.00002612  =   1.00000273
 TU2116!UTM  05      -   0.99997661  x   1.00006052  =   1.00003713
 TU2116
 TU2116:                Primary Azimuth Mark                     Grid Az
 TU2116:SPC HI 1     -  CAPE KUMUKAHI LIGHTHOUSE                 054 35 13.3
 TU2116:UTM  05      -  CAPE KUMUKAHI LIGHTHOUSE                 055 25 17.9
 TU2116
 TU2116|---------------------------------------------------------------------|
 TU2116| PID    Reference Object                     Distance      Geod. Az  |
 TU2116|                                                           dddmmss.s |
 TU2116| TU2114 CAPE KUMUKAHI LIGHTHOUSE            APPROX. 3.6 KM 0544827.3 |
 TU2116| CN5360 KAPOHO RM 2                           3.692 METERS 08040     |
 TU2116| TU2122 KAPOHO RM 1                           4.657 METERS 14835     |
 TU2116| TU2230 OLAA SUGAR CO STACK                 APPROX.25.0 KM 3062114.0 |
 TU2116|---------------------------------------------------------------------|
 TU2116
 TU2116                          SUPERSEDED SURVEY CONTROL
 TU2116
 TU2116  NAD 83(1986)-  19 29 50.56419(N)    154 50 21.06156(W) AD(       ) 1
 TU2116  OLD HI      -  19 30 01.44096(N)    154 50 31.04786(W) AD(       ) 1
 TU2116
 TU2116.Superseded values are not recommended for survey control.
 TU2116.NGS no longer adjusts projects to the OLD HI datum.
 TU2116.See file dsdata.txt to determine how the superseded data were derived.
 TU2116
 TU2116_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0698356898(NAD 83)
 TU2116
 TU2116  HISTORY     - Date     Condition        Report By
 TU2116  HISTORY     - 1896     MONUMENTED       HIGS
 TU2116  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2116  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2116  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2116  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2116
 TU2116                          STATION DESCRIPTION
 TU2116
 TU2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2116'ON EASTERN POINT OF HAWAII, NOT FAR FROM CAPE KUMUKAHI, ON
 TU2116'THE MOST SOUTHERLY AND HIGHEST PART OF THE SEMICIRCULAR CRATER
 TU2116'OF KAPOHO, WHICH IS CLOSE TO THE VILLAGE OF KAPOHO, PUNA
 TU2116'DISTRICT.  MARKED BY A CROSS CUT IN A SOLID BEACH-WORN
 TU2116'STONE SET IN CEMENT, AND COVERED WITH A CAIRN.
 TU2116
 TU2116                          STATION RECOVERY (1949)
 TU2116
 TU2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2116'THE STATION WAS RECOVERED IN GOOD CONDITION.  IN 1929 THE
 TU2116'HAWAII TERRITORY SURVEY SURROUNDED THIS STATION WITH A 6 FOOT
 TU2116'SQUARE SLAB OF CONCRETE WHICH PROJECTS ABOUT 4 INCHES ABOVE
 TU2116'THE SURROUNDING SOIL.  A NEW DESCRIPTION FOLLOWS--
 TU2116'
 TU2116'THE STATION IS LOCATED ON THE MOST SOUTHERLY AND HIGHEST PART
 TU2116'OF THE SEMICIRCULAR CRATER OF KAPOHO WHICH LIES ABOUT 2.5 MILES
 TU2116'SOUTHWEST OF CAPE KUMUKAHI, ABOUT 1.7 MILES WEST OF KAPOHO
 TU2116'POINT AND ABOUT 0.6 MILE SOUTH OF THE VILLAGE OF KAPOHO.
 TU2116'
 TU2116'TO REACH FROM THE POST OFFICE AT PAHOA.  GO SOUTHERLY, ON
 TU2116'THE PAVED ROAD, FOR 0.4 MILE.  CONTINUE STRAIGHT AHEAD, AS PER
 TU2116'THE SIGN READING KAPOHO, AND FOLLOW THE MAIN TRAVELED ROAD
 TU2116'SOUTH AND EAST FOR 7.6 MILES.  PASS THROUGH THE VILLAGE OF
 TU2116'KAPOHO AND CONTINUE EASTERLY FOR 0.7 MILE.  TURN RIGHT AND GO
 TU2116'SOUTH FOR 0.15 MILE.  PASS THE KAPOHO GRADE SCHOOL AND
 TU2116'CONTINUE SOUTH FOR 0.35 MILE.  TURN RIGHT AND FOLLOW A TRACK
 TU2116'ROAD WEST FOR 0.15 MILE.  TAKE THE RIGHT HAND FORK AND
 TU2116'CONTINUE WESTERLY FOR 0.15 MILE.  PASS THROUGH A BOARD GATE
 TU2116'AND GO WEST AND SOUTH FOR 0.3 MILE TO THE END OF TRUCK TRAVEL
 TU2116'AT THE FOOT OF THE STATION HILL.  FROM THIS POINT PACK
 TU2116'SOUTH UP THE STEEP, BRUSHED IN, SLOPE FOR ABOUT 0.1 MILE TO
 TU2116'THE HIGH GROUND AND THE STATION.
 TU2116'
 TU2116'THE STATION IS A SMALL CROSS CARVED IN A FLAT ROCK WHICH IS
 TU2116'ABOUT FLUSH WITH THE SURFACE OF THE GROUND.
 TU2116'
 TU2116'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAPOHO NO
 TU2116'1 1949, SET INTO A DRILL HOLE IN A FLAT BOULDER WHICH IS FLUSH
 TU2116'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 1 FOOT
 TU2116'LOWER THAN THE STATION.
 TU2116'
 TU2116'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAPOHO NO
 TU2116'2 1949, SET INTO A DRILL HOLE IN A LARGE BOULDER WHICH IS
 TU2116'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ABOUT 1
 TU2116'FOOT LOWER THAN THE STATION.
 TU2116
 TU2116                          STATION RECOVERY (1967)
 TU2116
 TU2116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2116'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2116'COMPLETE DESCRIPTION FOLLOWS--
 TU2116'
 TU2116'STATION IS LOCATED ABOUT 7 MILES EAST OF PAHOA AND 2-1/4
 TU2116'MILES SOUTHWEST OF CAPE KUMUKAHI LIGHTHOUSE, AT WEST SIDE OF
 TU2116'OLD SITE OF KAPOHO VILLAGE (NOW COVERED WITH LAVA), ON THE
 TU2116'SOUTH RIM OF KAPOHO CRATER, A HEAVILY BRUSH AND TREE COVERED,
 TU2116'CIRCULAR RIDGE.
 TU2116'
 TU2116'TO REACH STATION FROM THE POST OFFICE IN PAHOA, GO EAST 0.4
 TU2116'MILE.  TAKE LEFT FORK AND GO EASTERLY ON STATE HIGHWAY 132 FOR
 TU2116'2.8 MILES TO FORK JUST AFTER PASSING LAVA TREE STATE
 TU2116'PARK.  TAKE LEFT FORK AND GO 5.2 MILES TO CROSSROAD.  TURN
 TU2116'RIGHT AND GO SOUTH ON STATE HIGHWAY 137 FOR 0.4 MILE TO
 TU2116'CROSSROAD.  TURN RIGHT, TAKE CENTER FORK OF 3 AND GO WEST ON
 TU2116'TRACK ROAD 0.3 MILE.  TAKE RIGHT FORK JUST BEFORE CINDER
 TU2116'QUARRY AND FOLLOW TRACK ROAD UPGRADE INSIDE CRATER, ALONG LEFT
 TU2116'SIDE, FOR 0.5 MILE TO END OF TRUCK TRAVEL AT STEEP, SHALLOW
 TU2116'RAVINE ON LEFT, WITH LARGE TREES IN IT, AND QUITE FREE OF
 TU2116'UNDERBRUSH.  PACK UP STEEP SLOPE ABOUT 100 YARDS TO CREST,
 TU2116'THEN GO LEFT ABOUT 200 YARDS TO HIGHEST POINT AND STATION.
 TU2116'
 TU2116'STATION MARK IS A 2-INCH CROSS CHISELED INTO THE TOP OF AN
 TU2116'8-INCH STONE.  A TYPE B-1 SIGNAL IS CENTERED OVER THE MARK,
 TU2116'WHICH IS VISIBLE IN THE BOTTOM OF A 7 X 30-INCH DEPRESSION IN
 TU2116'THE CENTER OF THE 6-FOOT-SQUARE, CONCRETE PLATFORM OF THE
 TU2116'SIGNAL.  A CONCRETE PEDESTAL 30 INCHES HIGH IS AT CENTER OF
 TU2116'PLATFORM AND SUPPORTS A RED AND WHITE METAL TARGET.
 TU2116'
 TU2116'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAPOHO NO
 TU2116'1 1949, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP ALONG
 TU2116'SOUTHWEST EDGE OF HILLTOP.  IT PROJECTS 2 INCHES AND IS ABOUT
 TU2116'8 INCHES LOWER THAN STATION MARK.
 TU2116'
 TU2116'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAPOHO NO
 TU2116'2 1949, CEMENTED IN A DRILL HOLE IN A FLAT BOULDER 2 INCHES
 TU2116'BENEATH GROUND SURFACE.  IT IS ALONG FLAT TOP OF HILL AND ABOUT
 TU2116'8 INCHES LOWER THAN STATION MARK.
 TU2116'
 TU2116'NOTE--ALL LINES ARE USUALLY BLOCKED BY TREES AND HIGH
 TU2116'BRUSH.  ALL WERE CLEARED AT THIS TIME.
 TU2116
 TU2116                          STATION RECOVERY (1977)
 TU2116
 TU2116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2116'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2116'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS
 TU2116'1 AND 2 COMPARED FAVORABLE TO THE 1967 DATE, THE DIFFERENCE
 TU2116'TO REFERENCE MARK 1 BEING 0.002 METERS LONGER AND 02 MINUTES,
 TU2116'27 SECONDS.  THE DIFFERENCE TO REFERENCE MARK 2 BEING 0.003
 TU2116'METERS SHORTER AND 02 MINUTES, 35.5 SECONDS.  A MEASUREMENT
 TU2116'WAS MADE BETWEEN REFERENCE MARKS 1 AND 2 AT THIS TIME AND
 TU2116'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 TU2116'
 TU2116'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF PAHOA, ON
 TU2116'THE SOUTH RIM OF KAPOHO CRATER AND ON PROPERTY OF MR. ARTHUR
 TU2116'LYMAN, PHONE NUMBER 965-8328 WHO LIVES NEAR THE STATION SITE.
 TU2116'
 TU2116'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13
 TU2116'AND 132 AT PAHOA, GO EAST ON HIGHWAY 132 FOR 2.6 MILES TO
 TU2116'A FORK.  TAKE THE LEFT FORK AND CONTINUE EAST ON HIGHWAY 132
 TU2116'FOR 2.1 MILES TO BENCH MARK YY 153 ON THE LEFT.  CONTINUE EAST
 TU2116'ON HIGHWAY 132 FOR 2.85 MILES TO THE JUNCTION WITH STATE HIGHWAY
 TU2116'137.  TURN RIGHT ON HIGHWAY 137 AND GO SOUTH FOR 0.35 MILE TO A
 TU2116'CROSSROAD.  TURN RIGHT AND GO WEST ABOUT 150 FEET ON A GRADED
 TU2116'ROAD TO A LOCKED GATE.  CONTINUE WESTERLY THROUGH THE GATE FOR
 TU2116'0.35 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST AND WEST
 TU2116'ON TRACK ROAD FOR 0.3 MILE TO A REVERSE FORK, TURN SHARP LEFT ON
 TU2116'THE TRACK ROAD AND GO SOUTHERLY UP HILL FOR 0.4 MILE TO
 TU2116'THE TOP OF THE HILL AND THE STATION ON A STEEP BLUFF ON
 TU2116'THE RIGHT.
 TU2116'
 TU2116'THE STATION MARK IS A 2-INCH CROSS CHISELED INTO THE TOP OF AN
 TU2116'8-INCH STONE, WITH A TAPERING CONCRETE POST CENTERED OVER THE
 TU2116'MARK, WITH A 2-1/2 INCH PIPE CEMENTED IN THE CENTER FOR
 TU2116'MOUNTING A METAL SIGNAL POST AND IS SURROUNDED BY A 6 FOOT
 TU2116'SQUARE CONCRETE PLATFORM.  IT IS SOUTHEAST OF THE NORTH EDGE
 TU2116'OF THE BLUFF.
 TU2116'
 TU2116'REFERENCE MARK 1 IS A C AND GS DISK STAMPED KAPOHO NO 1 1949,
 TU2116'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE
 TU2116'GROUND SURFACE.  IT IS 20 FEET NORTHEAST OF THE NORTH EDGE OF
 TU2116'THE BLUFF AND 3 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF.
 TU2116'
 TU2116'REFERENCE MARK 2 IS A C AND GS DISK STAMPED KAPOHO NO 2 1949,
 TU2116'CEMENTED IN A DRILL HOLE IN A FLAT BOULDER AND IS FLUSH WITH
 TU2116'THE GROUND SURFACE.  IT IS 3 FEET SOUTH OF THE NORTH EDGE
 TU2116'OF THE BLUFF.
 TU2116'
 TU2116'YY 153 IS A USGS BENCH MARK DISK STAMPED 383 YY 153, CEMENTED
 TU2116'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT
 TU2116'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 145 FEET NORTHEAST OF
 TU2116'A POWER LINE POLE AND 27 FEET NORTHWEST OF THE CENTER OF STATE
 TU2116'HIGHWAY 132.
 TU2116'
 TU2116'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 TU2116'
 TU2116'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2116'ABOUT 7-1/2 MILES EAST OF PAHOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2364 ***********************************************************************
 TU2364  DESIGNATION -  KAPOHO HITS 1949
 TU2364  PID         -  TU2364
 TU2364  STATE/COUNTY-  HI/HAWAII
 TU2364  USGS QUAD   -  PAHALA (1995)
 TU2364
 TU2364                         *CURRENT SURVEY CONTROL
 TU2364  ___________________________________________________________________
 TU2364* NAD 83(1993)-  19 14 22.72510(N)    155 27 57.54782(W)     ADJUSTED  
 TU2364* LOCAL TIDAL -       500.0    (meters)    1640.     (feet)  VERT ANG  
 TU2364  ___________________________________________________________________
 TU2364  EPOCH DATE  -        1993.62
 TU2364  LAPLACE CORR-         -11.26  (seconds)                    DEFLEC99
 TU2364  GEOID HEIGHT-          21.65  (meters)                     GEOID03
 TU2364
 TU2364  HORZ ORDER  -  THIRD
 TU2364
 TU2364.The horizontal coordinates were established by classical geodetic methods
 TU2364.and adjusted by the National Geodetic Survey in December 1998..
 TU2364.The horizontal coordinates are valid at the epoch date displayed above.
 TU2364.The epoch date for horizontal control is a decimal equivalence
 TU2364.of Year/Month/Day.
 TU2364
 TU2364.The orthometric height was determined by vertical angle observations.
 TU2364
 TU2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2364
 TU2364.The geoid height was determined by GEOID03.
 TU2364
 TU2364;                    North         East     Units Scale Factor Converg.
 TU2364;SPC HI 1     -    44,974.604   503,576.177   MT  0.99996682   +0 00 40.4
 TU2364;UTM  05      - 2,129,183.162   240,766.023   MT  1.00043078   -0 48 47.0
 TU2364
 TU2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2364!SPC HI 1     -   0.99991800  x   0.99996682  =   0.99988483
 TU2364!UTM  05      -   0.99991800  x   1.00043078  =   1.00034875
 TU2364
 TU2364:                Primary Azimuth Mark                     Grid Az
 TU2364:SPC HI 1     -  KAPAPALA                                 095 53 03.6
 TU2364:UTM  05      -  KAPAPALA                                 096 42 31.0
 TU2364
 TU2364|---------------------------------------------------------------------|
 TU2364| PID    Reference Object                     Distance      Geod. Az  |
 TU2364|                                                           dddmmss.s |
 TU2364| TU2360 KAPAPALA                            APPROX. 2.0 KM 0955344.0 |
 TU2364|---------------------------------------------------------------------|
 TU2364
 TU2364                          SUPERSEDED SURVEY CONTROL
 TU2364
 TU2364  NAD 83(1986)-  19 14 22.69379(N)    155 27 57.63959(W) AD(       ) 3
 TU2364  OLD HI      -  19 14 33.55000(N)    155 28 07.65000(W) AD(       ) 3
 TU2364
 TU2364.Superseded values are not recommended for survey control.
 TU2364.NGS no longer adjusts projects to the OLD HI datum.
 TU2364.See file dsdata.txt to determine how the superseded data were derived.
 TU2364
 TU2364_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4076629183(NAD 83)
 TU2364
 TU2364  HISTORY     - Date     Condition        Report By
 TU2364  HISTORY     - 1949     MONUMENTED       HITS
 TU2364  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2364
 TU2364                          STATION DESCRIPTION
 TU2364
 TU2364'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (LCW)
 TU2364'THE STATION IS THE CENTER OF THE STEEL TARGET AT TRIANGULATION
 TU2364'STATION KAPOHO WHICH WAS ESTABLISHED BY THE HAWAIIAN TERRITORY
 TU2364'SURVEY.
 TU2364'
 TU2364'THE STATION IS LOCATED ABOUT 3 MILES NORTH NORTHEAST OF PAHALA,
 TU2364'ABOUT 2.5 MILES SOUTH SOUTHWEST OF THE KAPAPALA RANCH AND JUST
 TU2364'EAST OF A LINE OF TREES.
 TU2364'
 TU2364'TO REACH FROM THE POST OFFICE AT PAHALA.  GO EASTERLY FOR 0.5
 TU2364'MILE.  TURN LEFT AND GO NORTHEAST, ON THE ROAD WHICH LEADS TOWARD
 TU2364'HILO, FOR 2.2 MILES.  TURN LEFT, PASS THROUGH A BOARD GATE, AND
 TU2364'FOLLOW THE OLD HIGHWAY, NORTHEASTERLY FOR 0.4 MILE.  TURN LEFT,
 TU2364'PASS THROUGH A BOARD GATE AND GO ACROSS COUNTRY, THROUGH OPEN
 TU2364'PASTURE LAND FOR 0.8 MILE IN A WESTERLY DIRECTION, TO THE
 TU2364'STATION.
 TU2364'
 TU2364'THE STATION TARGET IS SET IN THE CENTER OF A TRIANGULAR SLAB OF
 TU2364'CONCRETE WHICH IS ABOUT 6 FEET ON EACH SIDE.  TOP OF THE TARGET IS
 TU2364'8.95 FEET HIGHER THAN THE CONCRETE PLATFORM.
 TU2364'
 TU2364'THIS STATION WAS RECOVERED IN 1938 BY THE HAWAII TERRITORY SURVEY
 TU2364'AND A CONCRETE INSTRUMENT PLATFORM, METAL POLE AND TARGET BUILT.  AT
 TU2364'THAT TIME THEY RECOVERED A 2-INCH PIPE IN A TRIANGULAR MONUMENT
 TU2364'WITH KAPOHO 1904 E MARKED IN THE CONCRETE.
 TU2364
 TU2364                          STATION RECOVERY (1967)
 TU2364
 TU2364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2364'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2364'FOLLOWS--STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF
 TU2364'PAHALA AND 1 MILE NORTHWEST OF STATE HIGHWAY 11, ON A LOW RISE IN
 TU2364'A BRUSH-COVERED AREA, ABOUT 45 YARDS SOUTHWEST OF THE EDGE OF A
 TU2364'CLEARED AREA PLANTED IN MACADAMIA BUSHES, AND 150 YARDS SOUTHEAST
 TU2364'OF A STONE WALL AT THE NORTHWEST END OF THE CLEARED AREA.
 TU2364'
 TU2364'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTH ON PIKAKE
 TU2364'ST. 0.2 MILE TO CROSSROAD.  TURN LEFT ON STATE HIGHWAY 15 AND GO
 TU2364'0.5 MILE TO JUNCTION WITH STATE HIGHWAY 11.  TURN LEFT AND GO
 TU2364'NORTHEAST ON STATE HIGHWAY 11 FOR 2.1 MILES TO BOARD GATE ON LEFT,
 TU2364'JUST BEFORE REACHING POWER POLE NO. 200.  PASS THROUGH GATE AND
 TU2364'FOLLOW OLD, NARROW, MACADAM ROAD FOR 0.5 MILE TO A GATE ON THE
 TU2364'LEFT.  PASS THROUGH GATE, GO 30 YARDS, THEN TAKE RIGHT FORK AND
 TU2364'FOLLOW TRACK ROAD ACROSS MACADAMIA FIELD FOR 0.5 MILE TO A
 TU2364'FORK BY FENCE CORNER ON RIGHT.  TAKE LEFT FORK AND GO 0.3 MILE
 TU2364'TO T-JUNCTION OF TRACK ROADS BY STONE WALL.  GO LEFT 25
 TU2364'YARDS, THEN TAKE LEFT FORK ON A 45 DEG ANGLE AWAY FROM STONE
 TU2364'WALL, AND GO 0.1 MILE INTO BRUSH, AND STATION IN RIGHT CURVE
 TU2364'OF THE TRACK ROAD.
 TU2364'
 TU2364'STATION IS MARKED BY A 2-1/4-INCH IRON PIPE PROJECTING 2 INCHES
 TU2364'FROM THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM, 7 FEET ON EACH
 TU2364'SIDE AND PROJECTING 1 FOOT ABOVE GROUND.  A 2-INCH, STEEL SHAFT,
 TU2364'2 FEET LONG, IS CENTERED VERITCALLY OVER THE PIPE, SUPPORTED BY
 TU2364'3 IRON LEGS EMBEDDED IN THE CONCRETE PLATFORM, AND SUPPORTS A
 TU2364'REMOVABLE, RED AND WHITE TARGET 8 FEET TALL.  STATION IS 100
 TU2364'FEET NORTHWEST OF THE NORTHWEST 1 OF 2 LARGE SILK OAK TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1633 ***********************************************************************
 TU1633  DESIGNATION -  KAPU 1910
 TU1633  PID         -  TU1633
 TU1633  STATE/COUNTY-  HI/HONOLULU
 TU1633  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1633
 TU1633                         *CURRENT SURVEY CONTROL
 TU1633  ___________________________________________________________________
 TU1633* NAD 83(1993)-  21 24 14.13221(N)    158 05 52.11524(W)     ADJUSTED  
 TU1633* LOCAL TIDAL -       844.     (meters)    2769.     (feet)  SCALED    
 TU1633  ___________________________________________________________________
 TU1633  EPOCH DATE  -        1993.62
 TU1633  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 TU1633  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU1633
 TU1633  HORZ ORDER  -  THIRD
 TU1633
 TU1633.The horizontal coordinates were established by classical geodetic methods
 TU1633.and adjusted by the National Geodetic Survey in December 1998..
 TU1633.The horizontal coordinates are valid at the epoch date displayed above.
 TU1633.The epoch date for horizontal control is a decimal equivalence
 TU1633.of Year/Month/Day.
 TU1633
 TU1633.The orthometric height was scaled from a topographic map.
 TU1633
 TU1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1633
 TU1633.The geoid height was determined by GEOID03.
 TU1633
 TU1633;                    North         East     Units Scale Factor Converg.
 TU1633;SPC HI 3     -    26,272.387   489,858.386   MT  0.99999127   -0 02 08.5
 TU1633;UTM  04      - 2,367,120.953   593,511.833   MT  0.99970805   +0 19 45.4
 TU1633
 TU1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1633!SPC HI 3     -   0.99986488  x   0.99999127  =   0.99985615
 TU1633!UTM  04      -   0.99986488  x   0.99970805  =   0.99957297
 TU1633
 TU1633:                Primary Azimuth Mark                     Grid Az
 TU1633:SPC HI 3     -  EWA MILL OLD STACK                       137 54 44.5
 TU1633:UTM  04      -  EWA MILL OLD STACK                       137 32 50.6
 TU1633
 TU1633|---------------------------------------------------------------------|
 TU1633| PID    Reference Object                     Distance      Geod. Az  |
 TU1633|                                                           dddmmss.s |
 TU1633| TU1656 EWA MILL OLD STACK                  APPROX. 9.6 KM 1375236.0 |
 TU1633|---------------------------------------------------------------------|
 TU1633
 TU1633                          SUPERSEDED SURVEY CONTROL
 TU1633
 TU1633  NAD 83(1986)-  21 24 14.08188(N)    158 05 52.12617(W) AD(       ) 3
 TU1633  OLD HI      -  21 24 25.46300(N)    158 06 02.00600(W) AD(       ) 3
 TU1633
 TU1633.Superseded values are not recommended for survey control.
 TU1633.NGS no longer adjusts projects to the OLD HI datum.
 TU1633.See file dsdata.txt to determine how the superseded data were derived.
 TU1633
 TU1633_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9351267121(NAD 83)
 TU1633
 TU1633  HISTORY     - Date     Condition        Report By
 TU1633  HISTORY     - 1910     MONUMENTED       CGS
 TU1633  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1633
 TU1633                          STATION DESCRIPTION
 TU1633
 TU1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1633'ON HIGHEST POINT OF RIDGE OF WAIANAE MOUNTAINS ABOUT 1/2 MILE
 TU1633'NORTH OF VON HOTTS HOUSE.  FROM HONOULIULI OR EWA MILL A GOOD
 TU1633'ROAD REACHES TO WITHIN 2 MILES OF THE HOUSE, WITH TRAIL REMAINDER
 TU1633'OF THE WAY.  A FOOT TRAIL FROM THE HOUSE TO AND BEYOND THE STATION
 TU1633'IS CUT ON OR NEAR THE TOP OF THE RIDGE, CROSSING SEVERAL LOWER
 TU1633'SUMMITS BEFORE REACHING THE STATION WHICH IS ON THE SOUTH END OF
 TU1633'A SHORT ROUNDING RIDGE.  THE NORTH END OF THIS RIDGE IS VERY
 TU1633'STEEP, AND THE TRAIL IS CUT ALONG ITS WEST SIDE, THE FIRST
 TU1633'PLACE WHERE IT IS SO MADE AFTER LEAVING THE HOUSE.  MARKED BY A
 TU1633'1/2-INCH DRILLHOLE IN A ROTTEN ROCK IN PLACE.
 TU1633
 TU1633                          STATION RECOVERY (1965)
 TU1633
 TU1633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1633'THE POINT ON SOUTH END OF RIDGE WAS IDENTIFIED, BUT NO ROCK WITH
 TU1633'DRILL HOLE COULD BE FOUND.  A 20-INCH DIAMETER, WOODEN ANTENNA
 TU1633'POLE WAS SET INTO THE GROUND ON THIS POINT LONG AGO AND THEN
 TU1633'LATER SAWED OFF AND A 2-FOOT-HIGH STUB REMAINS IN THE GROUND.  IT
 TU1633'IS BELIEVED THAT THE STATION WAS DESTROYED WHEN THE POLE WAS
 TU1633'SET.  THE ENTIRE RIDGE IS NOW COVERED WITH LARGE EUCALYPTUS
 TU1633'TREES AND BAMBOO.  THE STATION IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1634 ***********************************************************************
 TU1634  DESIGNATION -  KAPU ASTRO
 TU1634  PID         -  TU1634
 TU1634  STATE/COUNTY-  HI/HONOLULU
 TU1634  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1634
 TU1634                         *CURRENT SURVEY CONTROL
 TU1634  ___________________________________________________________________
 TU1634* NAD 83(1993)-  21 24 08.99814(N)    158 05 53.10089(W)     ADJUSTED  
 TU1634* LOCAL TIDAL -       830.9    (meters)    2726.     (feet)  VERT ANG  
 TU1634  ___________________________________________________________________
 TU1634  EPOCH DATE  -        1993.62
 TU1634  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 TU1634  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU1634
 TU1634  HORZ ORDER  -  FIRST
 TU1634
 TU1634.The horizontal coordinates were established by classical geodetic methods
 TU1634.and adjusted by the National Geodetic Survey in December 1998..
 TU1634.The horizontal coordinates are valid at the epoch date displayed above.
 TU1634.The epoch date for horizontal control is a decimal equivalence
 TU1634.of Year/Month/Day.
 TU1634
 TU1634.The orthometric height was determined by vertical angle observations.
 TU1634
 TU1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1634
 TU1634.The geoid height was determined by GEOID03.
 TU1634
 TU1634;                    North         East     Units Scale Factor Converg.
 TU1634;SPC HI 3     -    26,114.501   489,829.898   MT  0.99999128   -0 02 08.9
 TU1634;UTM  04      - 2,366,962.934   593,484.360   MT  0.99970799   +0 19 44.9
 TU1634
 TU1634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1634!SPC HI 3     -   0.99986694  x   0.99999128  =   0.99985822
 TU1634!UTM  04      -   0.99986694  x   0.99970799  =   0.99957497
 TU1634
 TU1634:                Primary Azimuth Mark                     Grid Az
 TU1634:SPC HI 3     -  WAIPIO UKA RESET                         061 14 32.9
 TU1634:UTM  04      -  WAIPIO UKA RESET                         060 52 39.1
 TU1634
 TU1634|---------------------------------------------------------------------|
 TU1634| PID    Reference Object                     Distance      Geod. Az  |
 TU1634|                                                           dddmmss.s |
 TU1634| TU1616 WAIPIO UKA RESET                    APPROX.10.5 KM 0611224.0 |
 TU1634| TU1614 WAIPAHU MILL STACK                  APPROX. 9.6 KM 1004559.1 |
 TU1634| CJ9559 KAPU ASTRO RM 1                      14.588 METERS 22415     |
 TU1634| CJ9560 KAPU ASTRO RM 2                      16.793 METERS 35340     |
 TU1634|---------------------------------------------------------------------|
 TU1634
 TU1634                          SUPERSEDED SURVEY CONTROL
 TU1634
 TU1634  NAD 83(1986)-  21 24 08.94800(N)    158 05 53.11197(W) AD(       ) 1
 TU1634  OLD HI      -  21 24 20.33914(N)    158 06 02.99880(W) AD(       ) 1
 TU1634
 TU1634.Superseded values are not recommended for survey control.
 TU1634.NGS no longer adjusts projects to the OLD HI datum.
 TU1634.See file dsdata.txt to determine how the superseded data were derived.
 TU1634
 TU1634_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9348466963(NAD 83)
 TU1634_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1634
 TU1634  HISTORY     - Date     Condition        Report By
 TU1634  HISTORY     - 1961     MONUMENTED       CGS
 TU1634  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1634  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1634
 TU1634                          STATION DESCRIPTION
 TU1634
 TU1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU1634'STATION IS ABOUT 5 AIR MILES NORTHWEST OF THE TOWN OF EWA AND
 TU1634'ABOUT 1/4 MILE SOUTH OF THE SUMMIT OF PALIKEA MOUNTAIN.
 TU1634'
 TU1634'TO REACH FROM THE JUNCTION OF STATE ROUTES 76 AND 90, ABOUT
 TU1634'1.8 MILES WEST OF WAIPAHU, GO WEST ON STATE ROUTE 90 FOR 2.0
 TU1634'MILES TO A SIDE ROAD ON RIGHT.  TAKE THIS SIDE ROAD AS PER
 TU1634'SIGN, SITES 6 AND 7, ON BLACKTOP ROAD, FOR 4.7 MILES TO A SIDE
 TU1634'ROAD LEFT LEADING INTO THE MISSILE SITES.  CONTINUE STRAIGHT
 TU1634'AHEAD, ON MAIN TRAVELLED ROAD FOR 0.7 MILE TO A LOCKED
 TU1634'GATE.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A FORK.  TAKE
 TU1634'RIGHT FORK AND CONTINUE ON MAIN ROAD FOR 2.7 MILES TO TOP OF A
 TU1634'CLEARED, NARROW RIDGE, JUST BEFORE END OF ROAD, TO THE STATION
 TU1634'ON RIGHT.
 TU1634'
 TU1634'STATION MARK, A STANDARD DISK IN A CONCRETE MONUMENT IS ABOUT
 TU1634'2 FEET FROM EAST EDGE OF PAVEMENT, AND ABOUT 6 FEET FROM EDGE OF
 TU1634'RIDGE.  IT IS STAMPED KAPU ASTRO 1961.  MONUMENT PROJECT ABOUT
 TU1634'2 INCHES ABOVE GROUND.
 TU1634'
 TU1634'REFERENCE MARK 1 IS A STANDARD C AND GS REFERENCE MARK DISC SET IN
 TU1634'A DRILL HOLE IN BEDROCK AND IS STAMPED KAPU ASTRO NO 1 1961.  IT
 TU1634'IS ABOUT 10 FEET FROM WEST EDGE OF PAVEMENT.
 TU1634'
 TU1634'REFERENCE MARK 2 IS A STANDARD C AND GS REFERENCE MARK DISC SET
 TU1634'IN A CONCRETE MONUMENT AND IS STAMPED KAPU ASTRO NO 2 1961.  IT
 TU1634'IS ABOUT 6 FEET FROM WEST EDGE OF PAVEMENT.
 TU1634'
 TU1634'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 TU1634
 TU1634                          STATION RECOVERY (1964)
 TU1634
 TU1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1634'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1634'COMPLETE DESCRIPTION FOLLOWS--
 TU1634'
 TU1634'STATION IS LOCATED ABOUT 6 MILES AIRLINE NORTHWEST OF EWA, 6
 TU1634'MILES WEST OF WAIPAHU, AND 1/4 MILE SOUTH OF THE SUMMIT OF
 TU1634'MAUNA KAPU.  ALONG THE EAST SIDE OF A HARD-SURFACED ROAD ON A
 TU1634'VERY NARROW-TOPPED PART OF THE RIDGE IN AN OPEN GAP ABOUT 50
 TU1634'YARDS LONG ON THE OTHERWISE IRONWOOD-COVERED RIDGELINE.
 TU1634'
 TU1634'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 76 AND
 TU1634'90 ABOUT 2 MILES WEST OF WAIPAHU, GO WEST ON STATE HIGHWAY 90
 TU1634'FOR 2.0 MILES TO MACADAM SIDE ROAD RIGHT, AT SIGN NIKE SITE 63
 TU1634'AND 78.  TURN RIGHT AND FOLLOW MAIN ROAD UPGRADE FOR 5.5 MILES
 TU1634'TO FORK.  TAKE RIGHT FORK FOR 0.05 MILE TO LOCKED GATE.  PASS
 TU1634'THROUGH GATE AND CONTINUE FOR 2.0 MILES TO A 3-PRONGED FORK AT
 TU1634'F.A.A. BUILDING NO. 203.  TAKE EXTREME RIGHT FORK AND GO 0.6
 TU1634'MILE TO STATION ON RIGHT, 0.1 MILE BEFORE REACHING A
 TU1634'COMMUNICATIONS BUILDING AT END OF ROAD.
 TU1634'
 TU1634'STATION MARK IS A STANDARD DISK STAMPED KAPU ASTRO 1961, SET
 TU1634'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU1634'2 INCHES ABOVE GROUND.  IT IS 4 FEET EAST OF EDGE OF ROAD, 55
 TU1634'FEET NORTH OF THE NORTH END OF A PROMINENT ROCK BLUFF RUNNING
 TU1634'ALONG THE WEST SIDE OF THE ROAD, AND 23.5 FEET SOUTHEAST OF THE
 TU1634'CENTER OF THE CROSSBAR OF A LARGE, WHITE, PAINTED, DIAGONAL
 TU1634'H EXTENDING THE WIDTH OF THE ROAD, WITH A LARGE 80 PAINTED
 TU1634'ON EACH SIDE OF IT.  STATION IS DIRECTLY IN LINE WITH A ROW OF
 TU1634'OLD WOODEN GUARDRAIL POSTS, NOW SAWED OFF A FEW INCHES ABOVE
 TU1634'GROUND.
 TU1634'
 TU1634'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAPU
 TU1634'ASTRO NO 1 1961, CEMENTED IN A DRILL HOLE IN AN
 TU1634'8-INCH, TRIANGLE-SHAPED BEDROCK OUTCROP THAT PROJECTS 2 INCHES
 TU1634'ABOVE GROUND.  IT IS 20 FEET NORTH OF END OF ROCK BLUFF, 4
 TU1634'FEET EAST OF EDGE OF RIDGE, ABOUT 3 FEET HIGHER THAN THE ROAD,
 TU1634'AND 0.3 FOOT HIGHER THAN STATION MARK.
 TU1634'
 TU1634'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAPU
 TU1634'ASTRO NO 2 1961, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU1634'MONUMENT THAT IS ABOUT 2 INCHES BELOW GROUND SURFACE.  IT IS AT
 TU1634'THE SOUTH SIDE OF A LARGE, LONE BUSH, 32 FEET NORTHWEST OF THE
 TU1634'CENTER OF THE PAINTED H, 6 FEET WEST OF EDGE OF ROAD, AND 0.6
 TU1634'FOOT LOWER THAN STATION MARK.
 TU1634'
 TU1634'NOTE--KEY FOR LOCKED GATE WAS OBTAINED FROM THE OFFICE OF CAMPBELL
 TU1634'ESTATE IN HONOLULU.
 TU1634
 TU1634                          STATION RECOVERY (1969)
 TU1634
 TU1634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1634'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 TU1634'GOOD CONDITION.  DISTANCE AND DIRECTION CHECKED.
 TU1634'
 TU1634'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1634'6 MILES NORTHWEST OF EWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2463 ***********************************************************************
 TU2463  DESIGNATION -  KAPUA
 TU2463  PID         -  TU2463
 TU2463  STATE/COUNTY-  HI/HAWAII
 TU2463  USGS QUAD   -  PAPA (1995)
 TU2463
 TU2463                         *CURRENT SURVEY CONTROL
 TU2463  ___________________________________________________________________
 TU2463* NAD 83(1993)-  19 08 28.51607(N)    155 51 00.13848(W)     ADJUSTED  
 TU2463* LOCAL TIDAL -       497.7    (meters)    1633.     (feet)  VERT ANG  
 TU2463  ___________________________________________________________________
 TU2463  EPOCH DATE  -        1993.62
 TU2463  LAPLACE CORR-          17.50  (seconds)                    DEFLEC99
 TU2463  GEOID HEIGHT-          18.14  (meters)                     GEOID03
 TU2463
 TU2463  HORZ ORDER  -  SECOND
 TU2463
 TU2463.The horizontal coordinates were established by classical geodetic methods
 TU2463.and adjusted by the National Geodetic Survey in December 1998..
 TU2463.The horizontal coordinates are valid at the epoch date displayed above.
 TU2463.The epoch date for horizontal control is a decimal equivalence
 TU2463.of Year/Month/Day.
 TU2463
 TU2463.The orthometric height was determined by vertical angle observations.
 TU2463
 TU2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2463
 TU2463.The geoid height was determined by GEOID03.
 TU2463
 TU2463;                    North         East     Units Scale Factor Converg.
 TU2463;SPC HI 1     -    34,120.129   463,176.004   MT  0.99998342   -0 06 53.2
 TU2463;UTM  05      - 2,118,903.514   200,190.062   MT  1.00071127   -0 56 06.8
 TU2463
 TU2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2463!SPC HI 1     -   0.99991892  x   0.99998342  =   0.99990234
 TU2463!UTM  05      -   0.99991892  x   1.00071127  =   1.00063013
 TU2463
 TU2463|---------------------------------------------------------------------|
 TU2463| PID    Reference Object                     Distance      Geod. Az  |
 TU2463|                                                           dddmmss.s |
 TU2463| CN5364 KAPUA RM 2                           10.749 METERS 00054     |
 TU2463| CN5361 KAPUA AZ MK                                        0492538.9 |
 TU2463| CN5362 KAPUA AZ MK 2                                      1202232.0 |
 TU2463| CN5365 KAPUA RM 3                            3.059 METERS 22530     |
 TU2463| CN5363 KAPUA RM 1                           13.786 METERS 30654     |
 TU2463|---------------------------------------------------------------------|
 TU2463
 TU2463                          SUPERSEDED SURVEY CONTROL
 TU2463
 TU2463  NAD 83(1986)-  19 08 28.51230(N)    155 51 00.18091(W) AD(       ) 2
 TU2463  OLD HI      -  19 08 39.34100(N)    155 51 10.22200(W) AD(       ) 2
 TU2463
 TU2463.Superseded values are not recommended for survey control.
 TU2463.NGS no longer adjusts projects to the OLD HI datum.
 TU2463.See file dsdata.txt to determine how the superseded data were derived.
 TU2463
 TU2463_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0019018904(NAD 83)
 TU2463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2463_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2463
 TU2463  HISTORY     - Date     Condition        Report By
 TU2463  HISTORY     - 1948     MONUMENTED       CGS
 TU2463  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2463  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU2463
 TU2463                          STATION DESCRIPTION
 TU2463
 TU2463'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2463'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MILOLII, ABOUT
 TU2463'4 MILES EAST OF OKOE BAY, ABOUT 0.2 MILE WEST OF THE HIGHWAY WHICH
 TU2463'RUNS BETWEEN CAPTAIN COOK AND NAALEHU AND ON A STEEP SIDE HILL
 TU2463'WHICH IS COVERED WITH A DENSE GROWTH OF TREES AND BRUSH.  HIGHER
 TU2463'ELEVATION TO THE EASTWARD.
 TU2463'
 TU2463'TO REACH FROM THE SCHOOLHOUSE IN WAICHINU.  GO WEST AND NORTH ON
 TU2463'THE ROAD WHICH LEADS TOWARD CAPTAIN COOK FOR 4 MILES.  CONTINUE
 TU2463'STRAIGHT AHEAD, WEST AND NORTH, TOWARD CAPTAIN COOK FOR 15.1 MILE
 TU2463'TO A COVERED WATER TANK AND THE END OF TRUCK TRAVEL.  FROM THIS
 TU2463'POINT PACK WESTERLY FOR ABOUT 0.2 MILE TO THE STATION.
 TU2463'
 TU2463'THE STATION IS A STANDARD DISK, STAMPED, KAPUA 1948, SET INTO AN
 TU2463'IRREGULAR MASS OF CONCRETE WHICH PROJECTS ABOUT 3 INCHES.
 TU2463'
 TU2463'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAPUA NO 1
 TU2463'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 FOOT
 TU2463'IN DIAMETER AND IS LYING ON THE TOP OF THE GROUND.  IT IS LOCATED
 TU2463'ABOUT 6 FEET LOWER THAN THE STATION.
 TU2463'
 TU2463'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAPUA NO 2
 TU2463'1948, SET INTO A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT
 TU2463'5 FEET AND IS LOCATED ABOUT 5 FEET HIGHER THAN THE STATION.
 TU2463'
 TU2463'NA PUU A PELE AND KAUNA PT. LIGHT CAN BE SEEN FROM THE GROUND
 TU2463'WITH A LITTLE CLEARING OF SMALL TREES.
 TU2463'
 TU2463'A 2-1/2 X 2-1/2 BLACK AND WHITE POLE HAS BEEN PLUMBED OVER THIS
 TU2463'STATION AND A CAIRN OF ROCKS BUILT AROUND THE POLE.
 TU2463
 TU2463                          STATION RECOVERY (1968)
 TU2463
 TU2463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2463'STATION MARK AND RM NO. 2 WERE RECOVERED IN GOOD CONDITION.  RM
 TU2463'NO. 1 HAS BEEN DESTROYED.  A NEW REFERENCE MARK AND AN AZIMUTH
 TU2463'MARK WERE ESTABLISHED AND A WITNESS POST WAS SET.  A COMPLETE
 TU2463'DESCRIPTION FOLLOWS--
 TU2463'
 TU2463'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MILOLII, 2 MILES
 TU2463'SOUTHEAST OF THE HONOMALINO AGRICULTURE CO. OFFICE, 800 FEET
 TU2463'SOUTHWEST OF STATE HIGHWAY 11 AND POWER POLE NO. 285, AND 550 FEET
 TU2463'SOUTHWEST OF OLD MACADAM ROAD, AT THE SOUTHEAST EDGE OF A LARGE,
 TU2463'RECTANGULAR, OHIA GROVE, AT THE NORTHWEST SIDE OF A LARGE CLEARED
 TU2463'FIELD ON A LOW ROCKY RISE ABOUT 6 FEET HIGHER THAN THE FIELD.
 TU2463'
 TU2463'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTHERLY
 TU2463'ON STATE HIGHWAY 11 FOR 19.7 MILES TO RIGHT FORK LEADING TO THE
 TU2463'HONOMALINO AGRICULTURE CO. OFFICE.  CONTINUE AHEAD ON THE HIGHWAY
 TU2463'FOR 1.9 MILES TO RIGHT FORK AT POWER POLE 281.  TAKE RIGHT FORK
 TU2463'AND GO PARALLEL TO THE HIGHWAY FOR 0.25 MILE TO SOUTHEAST EDGE OF
 TU2463'THE OHIA GROVE, OPPOSITE POWER POLE 285.  TURN RIGHT AND GO
 TU2463'ACROSS FIELD FOR ABOUT 550 FEET TO STATION.
 TU2463'
 TU2463'STATION MARK IS A STANDARD DISK STAMPED KAPUA 1948, SET IN THE TOP
 TU2463'OF A 14-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH GROUND, WITH
 TU2463'A CAIRN BUILT UP OVER IT, AND IS 2-1/2 FEET EAST OF A WHITE WITNESS
 TU2463'POST.
 TU2463'
 TU2463'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAPUA NO 2
 TU2463'1948, CEMENTED IN A DRILL HOLE IN THE TOP OF A 3-FOOT-SQUARE ROCK
 TU2463'PROJECTING 2 FEET ABOVE GROUND, AND IS 5.2 FEET HIGHER THAN STATION
 TU2463'MARK.
 TU2463'
 TU2463'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KAPUA 1948
 TU2463'NO 3 1968, CEMENTED IN A DRILL HOLE IN A BEDROCK KNOB ON THE SOUTH
 TU2463'EDGE OF THE STATION RISE, AND IS 1.7 FEET HIGHER THAN STATION MARK.
 TU2463'
 TU2463'AZIMUTH MARK IS A STANDARD DISK STAMPED KAPULA 1948 1968, CEMENTED
 TU2463'IN A DRILL HOLE IN A 12-INCH, BEDROCK KNOB ON A ROCK HUMP, LOCATED
 TU2463'ABOVE A BEDROCK LEDGE CUTBANK ALONG NORTHEAST SIDE OF THE OLD
 TU2463'MACADAM ROAD, 49.5 FEET NORTH OF TELEPHONE POLE 392, 24.5 FEET
 TU2463'NORTHEAST OF CENTER LINE OF ROAD, 8 FEET HIGHER THAN ROAD, 8 FEET
 TU2463'BACK FROM EDGE OF CUTBANK, 12 FEET SOUTH OF A TRIANGULAR BLAZE
 TU2463'ON A 10-INCH OHIA TREE, ABOUT 35 YARDS SOUTHEAST OF A CURVE IN
 TU2463'THE ROAD, AND 2 FEET WEST OF A CAIRN.  NOTE--A 2-FOOT AREA
 TU2463'AROUND THE MARK HAS BEEN CAPPED WITH CONCRETE AND IT LOOKS LIKE
 TU2463'A CONCRETE DOME.
 TU2463
 TU2463                          STATION RECOVERY (1973)
 TU2463
 TU2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CAB)
 TU2463'STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS
 TU2463'DESCRIBED IN 1968
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1646 ***********************************************************************
 TU1646  DESIGNATION -  KAPUAI NEW
 TU1646  PID         -  TU1646
 TU1646  STATE/COUNTY-  HI/HONOLULU
 TU1646  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1646
 TU1646                         *CURRENT SURVEY CONTROL
 TU1646  ___________________________________________________________________
 TU1646* NAD 83(1993)-  21 22 35.25237(N)    158 04 20.62809(W)     ADJUSTED  
 TU1646* LOCAL TIDAL -       318.7    (meters)    1046.     (feet)  VERT ANG  
 TU1646  ___________________________________________________________________
 TU1646  EPOCH DATE  -        1993.62
 TU1646  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 TU1646  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1646
 TU1646  HORZ ORDER  -  SECOND
 TU1646
 TU1646.The horizontal coordinates were established by classical geodetic methods
 TU1646.and adjusted by the National Geodetic Survey in December 1998..
 TU1646.The horizontal coordinates are valid at the epoch date displayed above.
 TU1646.The epoch date for horizontal control is a decimal equivalence
 TU1646.of Year/Month/Day.
 TU1646
 TU1646.The orthometric height was determined by vertical angle observations.
 TU1646
 TU1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1646
 TU1646.The geoid height was determined by GEOID03.
 TU1646
 TU1646;                    North         East     Units Scale Factor Converg.
 TU1646;SPC HI 3     -    23,229.824   492,491.996   MT  0.99999070   -0 01 35.0
 TU1646;UTM  04      - 2,364,096.064   596,164.016   MT  0.99971427   +0 20 17.3
 TU1646
 TU1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1646!SPC HI 3     -   0.99994745  x   0.99999070  =   0.99993815
 TU1646!UTM  04      -   0.99994745  x   0.99971427  =   0.99966173
 TU1646
 TU1646|---------------------------------------------------------------------|
 TU1646| PID    Reference Object                     Distance      Geod. Az  |
 TU1646|                                                           dddmmss.s |
 TU1646| CJ9562 KAPUAI NEW RM 2                       8.634 METERS 08336     |
 TU1646| TU1652 STATION X ARMY                      APPROX. 9.6 KM 1414716.7 |
 TU1646| CJ9505 HONOLULU VORTAC HNL                                14202     |
 TU1646| TU1657 MOORING MAST                        APPROX. 6.1 KM 1521143.9 |
 TU1646| TU1645 KAPUAI OLD 1927                       4.050 METERS 15532     |
 TU1646| TU1664 MAKAKILO                            APPROX. 1.8 KM 1911648.5 |
 TU1646| TU1640 MANAWAHUA PK RADAR DOME             APPROX. 3.6 KM 2881201.4 |
 TU1646| CJ9561 KAPUAI NEW RM 1                       6.588 METERS 33457     |
 TU1646|---------------------------------------------------------------------|
 TU1646
 TU1646                          SUPERSEDED SURVEY CONTROL
 TU1646
 TU1646  NAD 83(1986)-  21 22 35.20158(N)    158 04 20.63906(W) AD(       ) 2
 TU1646  OLD HI      -  21 22 46.58972(N)    158 04 30.52662(W) AD(       ) 2
 TU1646
 TU1646.Superseded values are not recommended for survey control.
 TU1646.NGS no longer adjusts projects to the OLD HI datum.
 TU1646.See file dsdata.txt to determine how the superseded data were derived.
 TU1646
 TU1646_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9616464096(NAD 83)
 TU1646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1646_SETTING: 66 = SET IN ROCK OUTCROP
 TU1646
 TU1646  HISTORY     - Date     Condition        Report By
 TU1646  HISTORY     - 1927     MONUMENTED       CGS
 TU1646  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1646  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1646  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1646  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1646  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1646  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1646
 TU1646                          STATION DESCRIPTION
 TU1646
 TU1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1646'IN SOUTHERN PART OF OAHU, ON THE SUMMIT OF PUU KAPUAI, ABOUT 4
 TU1646'MILES WEST OF AND A LITTLE SOUTH OF WAIPAHU.  THE FOOT OF THE
 TU1646'HILL MAY BE APPROACHED BY A PINEAPPLE ROAD, TURNING OFF THE MAIN
 TU1646'WAIANAE ROAD, TO THE NORTH, A FEW HUNDRED YARDS TOWARD WAIANAE
 TU1646'FROM THE EWA-WAIANAE JUNCTION OF THE MAIN ROAD.  MARKED ACCORDING
 TU1646'TO NOTE 2A, A STANDARD DISK IN OUTCROPPING BEDROCK SURROUNDED BY
 TU1646'A CHISELED TRIANGLE.  REFERENCE MARKS SET ACCORDING TO NOTE
 TU1646'12A, STAANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK ARE AT
 TU1646'THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO.
 TU1646'1, 6.618 METERS (21.71 FEET), 154 DEG 58 MIN.  NO. 2, 8.640
 TU1646'METERS (28.35 FEET), 263 DEG 34 MIN.  RE-MARKED ACCORDING TO
 TU1646'NOTE 14A IN 1929.
 TU1646
 TU1646                          STATION RECOVERY (1960)
 TU1646
 TU1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1646'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  FOLLOWING IS A
 TU1646'NEW ROUTING TO THE STATION.
 TU1646'
 TU1646'TO REACH FROM THE BANK OF HAWAII IN WAIPAHU, GO WESTERLY ON
 TU1646'STATE HIGHWAY 90 FOR 3.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 TU1646'NORTHERLY ON BLACK TOP ROAD FOR 0.6 MILE TO A FORK, TAKE THE
 TU1646'RIGHT FORK, NORTHERLY ON GRADED ROAD FOR 1.0 MILE TO A SIDE ROAD
 TU1646'LEFT, TURN LEFT ON BLACK TOP ROAD FOR 1.1 MILE TO A SIDE ROAD
 TU1646'RIGHT, CONTINUE AHEAD ON BLACK TOP ROAD FOR 0.1 MILE TO A SIDE
 TU1646'ROAD LEFT, TURN LEFT, WESTERLY ON GRADED ROAD FOR 0.3 MILE TO A
 TU1646'REVERSE Y-FORK, TURN SHARP RIGHT ON GRADED ROAD FOR 0.3 MILE
 TU1646'TO A T-INTERSECTION, TURN RIGHT ON GRADED ROAD FOR 0.2 MILE TO A
 TU1646'LOCKED GATE, PASS THROUGH GATE AND CONTINUE ON GRADED ROAD FOR
 TU1646'0.5 MILE TO A FORK, TAKE THE LEFT FORK FOR 0.2 MILE TO THE END OF
 TU1646'TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP HILL TO THE TOP
 TU1646'AND STATION.  ABOUT 1/4 HOUR PACK.
 TU1646'
 TU1646'KEYS FOR LOCKED GATES IN ROUTE TO THE STATION MAY BE OBTAINED AT
 TU1646'THE FOLLOWING PLACES.  OAHU SUGAR COMPANY IN WAIPAHU AND AT THE
 TU1646'HAWAII MEAT COMPANY IN HONOLULU.
 TU1646
 TU1646                          STATION RECOVERY (1961)
 TU1646
 TU1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1646'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU1646'CONDITION.
 TU1646'
 TU1646'THE STATION IS THE PIPE IN THE CENTER OF THE TYPE A HAWAIIAN
 TU1646'TERRITORY SURVEY MONUMENT.
 TU1646'
 TU1646'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED KAPUAI NEW
 TU1646'NO 1 1960 SET IN A DRILLHOLE IN BEDROCK.
 TU1646'
 TU1646'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED KAPUAI NEW
 TU1646'NO 2 1960 SET IN A DRILLHOLE IN BEDROCK.
 TU1646'
 TU1646'THE 1960 DIRECTIONS FOR REACHING THE STATION ARE ADEQUATE.
 TU1646
 TU1646                          STATION RECOVERY (1963)
 TU1646
 TU1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1646'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1646'ROAD NOW GOES TO THE STATION AND A NEW ROUTE WAS USED TO REACH
 TU1646'STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1646'
 TU1646'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES WEST OF WAIPAHU,
 TU1646'3-1/4 MILES NORTHWEST OF EWA, AND 1-1/2 MILES NORTHWEST OF STATE
 TU1646'HIGHWAY 90, AT ABOUT 1047 FEET ELEVATION, ON PUU KAPUAI.  THE
 TU1646'HILL IS SURROUNDED BY SUGAR CANE FIELDS, AND NEW CANE HAS BEEN
 TU1646'PLANTED UP TO WITHIN ABOUT 200 YARDS OF THE HILLTOP ON THE EAST
 TU1646'SLOPE.  THE TOP OF THE HILL HAS A LARGE, BULLDOZED CLEARING
 TU1646'ABOUT 100 BY 150 FEET, WITH 2 RED, SHELTER ROOFS SETTING IN IT.
 TU1646'EACH ROOF HAS A RED, STORAGE BOX UNDER IT, WITH EXPLOSIVES
 TU1646'PAINTED ON IT.
 TU1646'
 TU1646'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 75,
 TU1646'ABOUT 1-1/2 MILES WEST OF WAIPAHU, GO NORTH ON STATE HIGHWAY 75
 TU1646'FOR 0.7 MILE TO CROSSROAD.  TURN LEFT AND FOLLOW POWER LINE ROAD
 TU1646'FOR 1.8 MILES TO T-ROAD RIGHT, BY POWER POLE NO. 60.  TURN RIGHT
 TU1646'AND GO 0.45 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.75 MILE TO
 TU1646'FORK.  TAKE LEFT FORK AND FOLLOW MAIN ROAD ACROSS RAVINE AND
 TU1646'THEN UPHILL FOR 1.4 MILES TO CROSSROAD.  TURN LEFT AND CONTINUE
 TU1646'UPHILL FOR 0.05 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.15 MILE
 TU1646'TO END OF ROAD AT SOUTHEAST END OF CLEARING ON HILLTOP, AND
 TU1646'STATION TO LEFT.
 TU1646'
 TU1646'STATION MARK IS A STANDARD DISK STAMPED KAPUAI NEW, CEMENTED IN
 TU1646'A DRILL HOLE IN A RED BEDROCK OUTCROP, 24 FEET EAST OF SOUTHEAST
 TU1646'CORNER OF THE CLEARING.  A TYPE A, TERRITORY OF HAWAII SIGNAL IS
 TU1646'CENTERED OVER THE MARK.  THE CONCRETE FLOOR OF THE SIGNAL IS 3
 TU1646'FEET ABOVE GROUND AND THE METAL TARGET EXTENDS 7 FEET ABOVE IT.
 TU1646'
 TU1646'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAPUAI NEW
 TU1646'NO 1, CEMENTED IN A DRILL HOLE IN THE CENTER OF A 4-FOOT-DIAMETER,
 TU1646'RED BOULDER THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS 1.9 FEET
 TU1646'LOWER THAN STATION MARK.
 TU1646'
 TU1646'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAPUAI NEW
 TU1646'NO 2, CEMENTED IN A DRILL HOLE IN A RED BEDROCK LEDGE ABOUT 16
 TU1646'FEET SQUARE.  THE MARK IS 5 FEET SOUTH FROM NORTH END OF LEDGE
 TU1646'AND 1 FOOT LOWER THAN STATION MARK.
 TU1646
 TU1646                          STATION RECOVERY (1967)
 TU1646
 TU1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1646'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU1646'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE HORIZONTAL
 TU1646'DIRECTION TO BOTH REFERENCE MARKS AND THE HORIZONTAL DISTANCE TO
 TU1646'REFERENCE MARK NO. 2 WAS VERIFIED, BUT A DISCREPANCY IN THE
 TU1646'DISTANCE TO REFERENCE MARK NO. 1 WAS NOTED.  A NEW AND COMPLETE
 TU1646'DESCRIPTION FOLLOWS--
 TU1646'
 TU1646'THE STATION IS LOCATED ON PROPERTY OWNED BY THE OAHU SUGAR
 TU1646'COMPANY, ABOUT 4.3 MILES WEST OF WAIPAHU AND 3.2 MILES NORTHWEST
 TU1646'OF EWA, ON THE TOP OF A LOW HILL THAT IS UNDER CULTIVATION EXCEPT
 TU1646'FOR THE SUMMIT.
 TU1646'
 TU1646'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND
 TU1646'90 AT THE WEST EDGE OF WAIPAHU, GO WEST AND SOUTHWEST ON STATE
 TU1646'HIGHWAY 90 FOR 2.4 MILES TO A CROSSROAD AND SIGN TIMBERLINE.  TURN
 TU1646'RIGHT AND GO NORTHWEST ON AN OILED ROAD FOR 0.7 MILE TO A
 TU1646'FORK.  TAKE THE RIGHT FORK AND GO NORTH ON A GRADED ROAD FOR 0.1
 TU1646'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON A BLADED
 TU1646'ROAD FOR 0.1 MILE TO A LOCKED GATE AND A FORK.  PASS THROUGH
 TU1646'THE LOCKED GATE AND TAKE THE LEFT FORK UPHILL FOR 0.3 MILE TO A
 TU1646'CROSSROAD.  CONTINUE STRAIGHT AHEAD, UPHILL, FOR 0.25 MILE
 TU1646'TO A T ROAD.  TURN LEFT AND GO SOUTH FOR 0.15 MILE TO A
 TU1646'REVERSE FORK.  CONTINUE STRAIGHT AHEAD, WEST, AND GO
 TU1646'UPHILL FOR 0.4 MILE TO A REVERSE FORK.  CONTINUE STRAIGHT AHEAD
 TU1646'AND GO NORTH, UPHILL, FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT
 TU1646'FORK AND GO NORTH FOR 0.1 0.1 MILE TO A CROSSROAD.  TURN RIGHT
 TU1646'AND GO SOUTHEAST FOR 100 FEET TO A FORK.  TAKE THE RIGHT FORK,
 TU1646'UPHILL, FOR 0.2 MILE TO A WIRE ENCLOSURE.  TURN LEFT AND GO
 TU1646'SOUTHEAST ALONG THE NORTHEAST SIDE OF THE FENCE FOR 0.05 MILE
 TU1646'TO THE STATION MARK.
 TU1646'
 TU1646'THE STATION MARK IS A STANDARD DISK, STAMPED KAPUAI NEW, CEMENTED
 TU1646'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  A TYPE A HAWAIIAN
 TU1646'TERRITORY SURVEY SIGNAL HAS BEEN BUILT OVER THE STATION.  THE PIPE
 TU1646'THAT HOLDS THE SIGNAL WAS FOUND TO BE ECCENTRIC BY 8 MILLIMETERS.
 TU1646'
 TU1646'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED KAPUAI NEW NO 1,
 TU1646'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT
 TU1646'IS ABOUT 1.9 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TU1646'
 TU1646'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED KAPUAI NEW NO 2,
 TU1646'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH ON THE SOUTH
 TU1646'SIDE AND PROJECTS ABOUT 6 INCHES ON THE NORTH SIDE.  IT IS ABOUT
 TU1646'1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 TU1646'
 TU1646'NOTE--INFORMATION ON THE LOCKED GATE AND PERMISSION TO GO TO THE
 TU1646'STATION MAY BE OBTAINED FROM THE OAHU SUGAR COMPANY OR THE
 TU1646'WAIAHOLE WATER COMPANY.
 TU1646'
 TU1646'HEIGHT OF LIGHT ABOVE STATION MARK 2.33 METERS.
 TU1646
 TU1646                          STATION RECOVERY (1969)
 TU1646
 TU1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1646'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 TU1646'IN 1961, AND FOUND TO BE IN GOOD CONDITION, HOWEVER, THERE IS A
 TU1646'STANDARD DISK UNDER THE TYPE A HAWAIIAN TERRITORIAL SURVEY SIGNAL
 TU1646'WHICH IS STAMPED KAPUAI NEW.  A NEW TO REACH FOLLOWS--
 TU1646'
 TU1646'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND
 TU1646'90, GO NORTH ON STATE HIGHWAY 75 FOR 0.8 MILE TO A SIDE ROAD ON
 TU1646'THE LEFT, TURN LEFT, WEST, ON PAVED ROAD FOR 1.9 MILES TO A SIDE
 TU1646'ROAD ON THE RIGHT, TURN RIGHT, NORTH, ON THE PAVED ROAD FOR 1.2
 TU1646'MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT, WEST, ON A DIRT ROAD
 TU1646'FOR 0.6 MILE TO A CANAL AND A T-ROAD, TURN RIGHT AND FOLLOW DIRT
 TU1646'ROAD FOR 0.8 MILE TO FORK, KEEP LEFT FORK AND GO SOUTHERLY FOR
 TU1646'0.05 MILE TO A TRACK ROAD ON THE RIGHT, TURN RIGHT, SOUTHWEST
 TU1646'ON THE TRACK ROAD UPHILL FOR 0.6 MILE TO THE TOP OF THE HILL
 TU1646'AND STATION ON THE LEFT.
 TU1646'
 TU1646'THE DISTANCE AND DIRECTION OF REFERENCE MARKS WERE NOT CHECKED
 TU1646'AT THIS DATE.
 TU1646'
 TU1646'A GEODIMETER TRAVERSE WAS MADE BETWEEN KAPUAI NEW 1927 AND
 TU1646'WAIPAHU.  GEODIMETER DISTANCE 4,219.397 METERS OR (13,843.00FT).
 TU1646'
 TU1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1646'4 MILES WEST OF WAIAPAHU.
 TU1646
 TU1646                          STATION RECOVERY (1973)
 TU1646
 TU1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 TU1646'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 TU1646'TO BE IN GOOD CONDITION AS DESCRIBED BY P.C. JOHNSON IN
 TU1646'1967.  THERE WAS A DESCREPANCY NOTED IN THE HORIZONTAL DIRECTION
 TU1646'TO REFERENCE MARK NUMBER 2, A 3 MINUTE ERROR WAS NOTED AND THE
 TU1646'CORRECTED VALUE IS INDICATED ABOVE.
 TU1646'
 TU1646'THE 1967 TO REACH IS ADEQUATE TO REACH THE STATION.
 TU1646'
 TU1646'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1646'APPROX. 2 MILES NORTHEAST OF MAKAKILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1645 ***********************************************************************
 TU1645  DESIGNATION -  KAPUAI OLD 1927
 TU1645  PID         -  TU1645
 TU1645  STATE/COUNTY-  HI/HONOLULU
 TU1645  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1645
 TU1645                         *CURRENT SURVEY CONTROL
 TU1645  ___________________________________________________________________
 TU1645* NAD 83(1993)-  21 22 35.13251(N)    158 04 20.56987(W)     ADJUSTED  
 TU1645* LOCAL TIDAL -       319.     (meters)    1047.     (feet)  SCALED    
 TU1645  ___________________________________________________________________
 TU1645  EPOCH DATE  -        1993.62
 TU1645  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 TU1645  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1645
 TU1645  HORZ ORDER  -  SECOND
 TU1645
 TU1645.The horizontal coordinates were established by classical geodetic methods
 TU1645.and adjusted by the National Geodetic Survey in December 1998..
 TU1645.The horizontal coordinates are valid at the epoch date displayed above.
 TU1645.The epoch date for horizontal control is a decimal equivalence
 TU1645.of Year/Month/Day.
 TU1645
 TU1645.The orthometric height was scaled from a topographic map.
 TU1645
 TU1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1645
 TU1645.The geoid height was determined by GEOID03.
 TU1645
 TU1645;                    North         East     Units Scale Factor Converg.
 TU1645;SPC HI 3     -    23,226.137   492,493.672   MT  0.99999070   -0 01 35.0
 TU1645;UTM  04      - 2,364,092.388   596,165.715   MT  0.99971427   +0 20 17.3
 TU1645
 TU1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1645!SPC HI 3     -   0.99994740  x   0.99999070  =   0.99993810
 TU1645!UTM  04      -   0.99994740  x   0.99971427  =   0.99966168
 TU1645
 TU1645                          SUPERSEDED SURVEY CONTROL
 TU1645
 TU1645  NAD 83(1986)-  21 22 35.08172(N)    158 04 20.58084(W) AD(       ) 2
 TU1645  OLD HI      -  21 22 46.43900(N)    158 04 30.46300(W) AD(       ) 2
 TU1645
 TU1645.Superseded values are not recommended for survey control.
 TU1645.NGS no longer adjusts projects to the OLD HI datum.
 TU1645.See file dsdata.txt to determine how the superseded data were derived.
 TU1645
 TU1645_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9616664092(NAD 83)
 TU1645
 TU1645  HISTORY     - Date     Condition        Report By
 TU1645  HISTORY     - 1927     MONUMENTED       CGS
 TU1645
 TU1645                          STATION DESCRIPTION
 TU1645
 TU1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 TU1645'SEE STATION KAPUAI NEW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2948 ***********************************************************************
 TU2948  DESIGNATION -  KAPUAI RESET
 TU2948  PID         -  TU2948
 TU2948  STATE/COUNTY-  HI/MAUI
 TU2948  USGS QUAD   -  HAIKU (1992)
 TU2948
 TU2948                         *CURRENT SURVEY CONTROL
 TU2948  ___________________________________________________________________
 TU2948* NAD 83(1993)-  20 54 11.36211(N)    156 16 35.70348(W)     ADJUSTED  
 TU2948* LOCAL TIDAL -       350.0    (meters)    1148.     (feet)  VERT ANG  
 TU2948  ___________________________________________________________________
 TU2948  EPOCH DATE  -        1993.62
 TU2948  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 TU2948  GEOID HEIGHT-          15.18  (meters)                     GEOID03
 TU2948
 TU2948  HORZ ORDER  -  FIRST
 TU2948
 TU2948.The horizontal coordinates were established by classical geodetic methods
 TU2948.and adjusted by the National Geodetic Survey in December 1998..
 TU2948.The horizontal coordinates are valid at the epoch date displayed above.
 TU2948.The epoch date for horizontal control is a decimal equivalence
 TU2948.of Year/Month/Day.
 TU2948
 TU2948.The orthometric height was determined by vertical angle observations.
 TU2948
 TU2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2948
 TU2948.The geoid height was determined by GEOID03.
 TU2948
 TU2948;                    North         East     Units Scale Factor Converg.
 TU2948;SPC HI 2     -    63,133.472   540,582.006   MT  0.99998701   +0 08 21.0
 TU2948;UTM  04      - 2,313,833.273   783,303.597   MT  1.00059199   +0 58 20.4
 TU2948
 TU2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2948!SPC HI 2     -   0.99994260  x   0.99998701  =   0.99992961
 TU2948!UTM  04      -   0.99994260  x   1.00059199  =   1.00053456
 TU2948
 TU2948|---------------------------------------------------------------------|
 TU2948| PID    Reference Object                     Distance      Geod. Az  |
 TU2948|                                                           dddmmss.s |
 TU2948| CN5366 KAPUAI RM 1                           5.741 METERS 18428     |
 TU2948| CN5367 KAPUAI RM 2                           6.140 METERS 28111     |
 TU2948| TU2955 HAIKU RESET                         APPROX. 6.0 KM 2880502.6 |
 TU2948| TU2953 PAUWELA POINT LIGHTHOUSE            APPROX. 6.6 KM 3151933.8 |
 TU2948|---------------------------------------------------------------------|
 TU2948
 TU2948                          SUPERSEDED SURVEY CONTROL
 TU2948
 TU2948  NAD 83(1986)-  20 54 11.31833(N)    156 16 35.70242(W) AD(       ) 1
 TU2948  OLD HI      -  20 54 22.87800(N)    156 16 45.83200(W) AD(       ) 1
 TU2948
 TU2948.Superseded values are not recommended for survey control.
 TU2948.NGS no longer adjusts projects to the OLD HI datum.
 TU2948.See file dsdata.txt to determine how the superseded data were derived.
 TU2948
 TU2948_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ8330413833(NAD 83)
 TU2948
 TU2948  HISTORY     - Date     Condition        Report By
 TU2948  HISTORY     - 1929     MONUMENTED       HITS
 TU2948  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2948  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TU2948  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2948  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2948
 TU2948                          STATION DESCRIPTION
 TU2948
 TU2948'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2948'OLD DESCRIPTION. - IN NORTHERN PART OF EAST MAUI, ON SUMMIT OF HILL
 TU2948'OF SAME NAME, 3 MILES INSHORE, IN HAMAKUALOA DISTRICT, IN LAND OF
 TU2948'PEAHI, WEST OF THE HALEHAKU GULCH AND NEAR A GRAVEYARD.  MARKED BY
 TU2948'A CONCRETE POST.  THIS IS A SMOOTH GRASS COVERED HILL WITH A HEAVY
 TU2948'GROWTH OF GUAVA TREES ON THE SUMMIT.
 TU2948'
 TU2948'STATION WAS RECOVERED IN 1929 BY THE HAWAII TERRITORIAL SURVEY
 TU2948'AND REMARKED WITH A 3/4 INCH PIPE SET IN A CONCRETE PIER.  TOP OF
 TU2948'PIER 5 INCHES BELOW GROUND SURFACE AND COVERED WITH ONE INCH OF
 TU2948'DIRT.  OVER WHICH WAS BUILT A TYPE B MONUMENT.  THE CENTER OF THE
 TU2948'2-1/2 PIPE IN MONUMENT WAS USED AS STATION.
 TU2948'
 TU2948'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION.  A STANDARD DISK SET
 TU2948'IN A BOULDER FLUSH WITH THE GROUND, STAMPED KAPUAI REF NO 1 1949.
 TU2948'
 TU2948'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  A STANDARD DISK SET
 TU2948'IN A CONCRETE POST PROJECTING 7 INCHES, STAMPED KAPUAI REF NO 2
 TU2948'1949.
 TU2948'
 TU2948'TO REACH FROM THE POST OFFICE AT HAIKU--GO EAST ON HANA ROAD FOR
 TU2948'2.7 MILES TO A 5 POINT CROSSROAD, TURN RIGHT THROUGH CUT AND GO
 TU2948'EAST FOR 1.8 MILES TO STORE.  CONTINUE AHEAD EAST FOR 0.6 MILES TO
 TU2948'EAST SIDE OF HILL THEN CIRCLE TO LEFT TO SUMMIT OF HILL AND
 TU2948'STATION.
 TU2948
 TU2948                          STATION RECOVERY (1957)
 TU2948
 TU2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRP)
 TU2948'RECOVERED AS DESCRIBED.  STATION IN GOOD CONDITION.  AREA AROUND
 TU2948'STATION OVERGROWN BY GUAVA BUSHES.
 TU2948
 TU2948                          STATION RECOVERY (1961)
 TU2948
 TU2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2948'THE STATION WAS NOT VISITED BUT THE TYPE B, HAWAIIAN TERRITORY
 TU2948'SURVEY MOUNUMENT IS CLEARLY VISIBLE FROM THE HANA
 TU2948'HIGHWAY.  DIRECTIONS FOR REACHING THE STATION WERE VERIFIED TO THE
 TU2948'BASE OF THE HILL.
 TU2948
 TU2948                          STATION RECOVERY (1968)
 TU2948
 TU2948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2948'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2948'COMPLETE DESCRIPTION FOLLOWS--
 TU2948'
 TU2948'STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF HAIKU AND
 TU2948'1/2-MILE EAST-SOUTHEAST OF ULUMALU, ON THE SUMMIT OF A PROMINENT
 TU2948'HILL OF ABOUT 1149 FEET ELEVATION, IN PASTURELAND.  THE TOP OF THE
 TU2948'HILL IS COVERED WITH DENSE GUAVA BRUSH UP TO 20 FEET HIGH.
 TU2948'
 TU2948'TO REACH STATION FROM THE INTERSECTION OF BALDWIN AVE. AND STATE
 TU2948'HIGHWAY 36 IN PAIA, GO EASTERLY ON STATE HIGHWAY 36 FOR 9.5 MILES
 TU2948'TO HOLOKAI ROAD.  TURN RIGHT AND GO 0.7 MILE TO T-JUNCTION.  KEEP
 TU2948'AHEAD, ON HIGHWAY 40, FOR 1.0 MILE.  TURN LEFT AND GO UP LANE FOR
 TU2948'0.3 MILE TO FORK, WITH GATES ON BOTH ROADS.  TAKE LEFT FORK,
 TU2948'THROUGH WIRE GATE, AND GO 0.1 MILE TO FENCE.  TURN BACK TO LEFT AND
 TU2948'GO UP STEEP HILLSIDE FOR 0.15 MILE TO END OF FLAT AREA, NEAR A
 TU2948'FENCE CORNER.  CROSS FENCE AND WALK ABOUT 30 YARDS TO
 TU2948'STATION.  A 4-WHEEL-DRIVE VEHICLE IS REQUIRED FOR THE
 TU2948'HILL.
 TU2948'
 TU2948'STATION IS MARKED BY A TYPE B SIGNAL, WHICH HAS A 2-1/2-INCH IRON
 TU2948'PIPE IN THE CENTER OF A 12 X 12-INCH CONCRETE PIER 2 FEET TALL, IN
 TU2948'THE CENTER OF A 6-FOOT-SQUARE, CONCRETE PLATFORM FLUSH WITH
 TU2948'GROUND.  A RED AND WHITE METAL TARGET IS SET INTO THE PIPE.
 TU2948'STATION IS 78 FEET NORTHWEST OF THE FENCE CORNER AND 45 FEET
 TU2948'SOUTHWEST OF THE SOUTH 1 OF 2 GRAVE HEADSTONES THAT SET 15 FEET
 TU2948'APART.
 TU2948'
 TU2948'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAPUAI REF
 TU2948'NO 1 1949, CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER FLUSH WITH
 TU2948'GROUND AND 1-1/2 FEET LOWER THAN TOP OF STATION PIPE.
 TU2948'
 TU2948'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAPUAI REF NO
 TU2948'2 1949, SET IN THE TOP OF AN 8 X 10-INCH CONCRETE MONUMENT THAT
 TU2948'PROJECTS 6 INCHES FROM GROUND AND IS 1-1/2 FEET LOWER THAN TOP OF
 TU2948'STATION PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2784 ***********************************************************************
 TU2784  DESIGNATION -  KAPUKAULUA RESET
 TU2784  PID         -  TU2784
 TU2784  STATE/COUNTY-  HI/MAUI
 TU2784  USGS QUAD   -  HANA (1983)
 TU2784
 TU2784                         *CURRENT SURVEY CONTROL
 TU2784  ___________________________________________________________________
 TU2784* NAD 83(1993)-  20 47 32.06886(N)    156 00 04.27740(W)     ADJUSTED  
 TU2784* LOCAL TIDAL -        14.8    (meters)      49.     (feet)  VERT ANG  
 TU2784  ___________________________________________________________________
 TU2784  EPOCH DATE  -        1993.62
 TU2784  LAPLACE CORR-         -14.33  (seconds)                    DEFLEC99
 TU2784  GEOID HEIGHT-          13.91  (meters)                     GEOID03
 TU2784
 TU2784  HORZ ORDER  -  FIRST
 TU2784
 TU2784.The horizontal coordinates were established by classical geodetic methods
 TU2784.and adjusted by the National Geodetic Survey in December 1998..
 TU2784.The horizontal coordinates are valid at the epoch date displayed above.
 TU2784.The epoch date for horizontal control is a decimal equivalence
 TU2784.of Year/Month/Day.
 TU2784
 TU2784.The orthometric height was determined by vertical angle observations.
 TU2784
 TU2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2784
 TU2784.The geoid height was determined by GEOID03.
 TU2784
 TU2784;                    North         East     Units Scale Factor Converg.
 TU2784;SPC HI 2     -    50,947.490   569,284.221   MT  1.00002597   +0 14 10.5
 TU2784;UTM  04      - 2,302,056.778   812,199.537   MT  1.00080474   +1 03 55.4
 TU2784;UTM  05      - 2,302,061.384   187,552.898   MT  1.00080665   -1 03 58.4
 TU2784
 TU2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2784!SPC HI 2     -   0.99999549  x   1.00002597  =   1.00002146
 TU2784!UTM  04      -   0.99999549  x   1.00080474  =   1.00080022
 TU2784!UTM  05      -   0.99999549  x   1.00080665  =   1.00080213
 TU2784
 TU2784|---------------------------------------------------------------------|
 TU2784| PID    Reference Object                     Distance      Geod. Az  |
 TU2784|                                                           dddmmss.s |
 TU2784| CN5369 KAPUKAULUA RM 2                      14.593 METERS 15014     |
 TU2784| TU2773 PUU O KAHAULA HIGS 1950             APPROX. 4.2 KM 1713703.3 |
 TU2784| TU2785 PUU HINAI                           APPROX. 6.1 KM 2611556.4 |
 TU2784| CN5368 KAPUKAULUA RM 1                      18.583 METERS 31113     |
 TU2784|---------------------------------------------------------------------|
 TU2784
 TU2784                          SUPERSEDED SURVEY CONTROL
 TU2784
 TU2784  NAD 83(1986)-  20 47 32.03629(N)    156 00 04.29360(W) AD(       ) 1
 TU2784  OLD HI      -  20 47 43.57600(N)    156 00 14.36300(W) AD(       ) 1
 TU2784
 TU2784.Superseded values are not recommended for survey control.
 TU2784.NGS no longer adjusts projects to the OLD HI datum.
 TU2784.See file dsdata.txt to determine how the superseded data were derived.
 TU2784
 TU2784_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ1220002057(NAD 83)
 TU2784
 TU2784  HISTORY     - Date     Condition        Report By
 TU2784  HISTORY     - 1929     MONUMENTED       HITS
 TU2784  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2784  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU2784  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2784  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2784
 TU2784                          STATION DESCRIPTION
 TU2784
 TU2784'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2784'ORIGINAL DESCRIPTION.  ON EASTERN COAST OF EAST MAUI, IN
 TU2784'NORTHEASTERN PART OF HANA DISTRICT, LAND OF HONOKALANI, ON A
 TU2784'ROCKY POINT NEAR THE SEA.  MARKED BY AN IRON PIN LET INTO THE ROCK.
 TU2784'
 TU2784'THE STATION WAS RECOVERED BY THE HAWAIIAN TERRITORIAL SURVEY
 TU2784'IN 1929 AND REMARKED WITH A TERRITORY OF HAWAII BRONZE TABLET
 TU2784'SET IN A CONCRETE PIER 2 INCHES ABOVE THE GROUND, OVER WHICH
 TU2784'WAS BUILT A TYPE A MONUMENT.  IT WAS DESCRIBED AS ABOUT 3000
 TU2784'FEET NORTH OF A CEMETERY AT WAINAPANAPA AND ABOUT 1500 FEET NORTH
 TU2784'OF A WELL DEFINED SMALL BAY, ON A POINT COMPOSED OF AA LAVA, AND
 TU2784'ABOUT 20 FEET FROM BLUFF OF SEA.
 TU2784'
 TU2784'THE STATION WAS RECOVERED AS DESCRIBED.
 TU2784'
 TU2784'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION.  A STANDARD
 TU2784'DISK SET IN A LAVA BOULDER PROJECTING 3 FEET.  STAMPED
 TU2784'KAPUKAULUA NO 1 1950.
 TU2784'
 TU2784'REFERENCE MARK NO. 2 IS SOUTH SOUTHEAST OF THE STATION.  A
 TU2784'STANDARD AZIMUTH DISK SET IN A LAVA BOULDER PROJECTING 3
 TU2784'FEET.  STAMPED KAPUKAULUA RM NO 2 1950.
 TU2784'
 TU2784'TO REACH FROM THE POST OFFICE AT HANA--GO WESTERLY ON COAST
 TU2784'ROAD FOR 2.7 MILES, TURN LEFT AND GO NORTH FOR 0.8 MILES TO END
 TU2784'OF ROAD AT SIGN BLACK SANDS BEACH.  FROM HERE PACK NORTHERLY
 TU2784'ALONG COAST FOR ABOUT 0.3 MILES TO STATION.
 TU2784'
 TU2784'HEIGHT OF LIGHT ABOVE STATION MARK 2.22 METERS.
 TU2784
 TU2784                          STATION RECOVERY (1963)
 TU2784
 TU2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU2784'STATION WAS RECOVERED IN GOOD ORDER AS DESCRIBED BY C.T.H. IN 1950.
 TU2784'
 TU2784'THE FOLLOWING CHANGES SHOULD BE MADE TO THE DESCRIPTION--TO
 TU2784'REACH FROM THE POST OFFICE AT HANA, GO WESTERLY ON STATE
 TU2784'HIGHWAY 36 FOR 2.7 MILES.  TURN RIGHT ON TO DIRT ROAD.  FOLLOW
 TU2784'DIRT ROAD FOR 0.8 MILES TO END.  TOURIST SIGN POINTS WAY TO
 TU2784'WAIANAPANAPA CAVE AT THIS POINT.  THENCE PACK ALONG BLACK SAND
 TU2784'BEACH FISHING TRAIL FOR 0.3 MILES TO STATION.
 TU2784
 TU2784                          STATION RECOVERY (1968)
 TU2784
 TU2784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2784'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2784'COMPLETE DESCRIPTION FOLLOWS--
 TU2784'
 TU2784'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF HANA AND
 TU2784'1500 FEET NORTHEAST OF WAIANAPANAPA CAVE, ON PUKAULUA
 TU2784'POINT, AT ABOUT 49 FEET ELEVATION, ALONG A TRAIL RUNNING
 TU2784'ALONG THE ROCKY COAST.
 TU2784'
 TU2784'TO REACH STATION FROM THE POST OFFICE IN HANA, GO NORTHWEST
 TU2784'ON STATE HIGHWAY 36 FOR 2.85 MILES TO GRAVEL SIDE ROAD
 TU2784'RIGHT.  TURN RIGHT AND GO 0.5 MILE.  TURN LEFT AND GO 0.2 MILE
 TU2784'TO END OF ROAD AT WAIANAPANAPA CAVE SITE.  WALK NORTHERLY ALONG
 TU2784'TRAIL ABOUT 1/2-MILE, BEGINNING AT THE BLACK SAND BEACH AT
 TU2784'PAILOA BAY, TO STATION.
 TU2784'
 TU2784'STATION MARK IS AN UNSTAMPED HTS DISK, SET IN CONCRETE FLUSH
 TU2784'WITH GROUND, ABOUT 20 FEET SOUTH OF EDGE OF BLUFF.  A TYPE A
 TU2784'SIGNAL IS CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE, CONCRETE
 TU2784'PLATFORM 3 FEET ABOVE GROUND.  A 2-1/2-INCH IRON PIPE PROJECTS
 TU2784'15 INCHES FROM CENTER OF PLATFORM.
 TU2784'
 TU2784'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU2784'KAPUKAULUA RM NO 1 1950, CEMENTED IN A DRILL HOLE IN A
 TU2784'4 X 6-FOOT LAVA CHUNK THAT PROJECTS 3 FEET FROM GROUND.  IT IS
 TU2784'5.7 FEET LOWER THAN STATION MARK.
 TU2784'
 TU2784'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2784'KAPUKAULUA RM NO 2 1950, CEMENTED IN A DRILL HOLE IN A LAVA
 TU2784'ROCK PROJECTING 3 FEET ABOVE GROUND.  IT IS 2.5 FEET LOWER
 TU2784'THAN STATION MARK.
 TU2784'
 TU2784'HANA CROSS IS A LARGE, GREY, CONCRETE CROSS LOCATED ON A
 TU2784'LOWER SUMMIT ON THE EAST SIDE OF PUU O KAHAULA, JUST WEST OF
 TU2784'HANA.
 TU2784
 TU2784                          STATION RECOVERY (1978)
 TU2784
 TU2784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 TU2784'THE STATION WAS RECOVERED AS DESCRIBED BY R. C. MUNSON IN
 TU2784'1968.  THE REFERENCE MARKS WERE NOT SEARCHED FOR.
 TU2784'
 TU2784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2784'2-1/2 NORTHWEST OF HANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2483 ***********************************************************************
 TU2483  DESIGNATION -  KAPUKAWAA RESET
 TU2483  PID         -  TU2483
 TU2483  STATE/COUNTY-  HI/HAWAII
 TU2483  USGS QUAD   -  MILOLII (1996)
 TU2483
 TU2483                         *CURRENT SURVEY CONTROL
 TU2483  ___________________________________________________________________
 TU2483* NAD 83(1993)-  19 11 14.43839(N)    155 54 26.18134(W)     ADJUSTED  
 TU2483* LOCAL TIDAL -        13.5    (meters)      44.     (feet)  VERT ANG  
 TU2483  ___________________________________________________________________
 TU2483  EPOCH DATE  -        1993.62
 TU2483  LAPLACE CORR-          21.42  (seconds)                    DEFLEC99
 TU2483  GEOID HEIGHT-          17.29  (meters)                     GEOID03
 TU2483
 TU2483  HORZ ORDER  -  SECOND
 TU2483
 TU2483.The horizontal coordinates were established by classical geodetic methods
 TU2483.and adjusted by the National Geodetic Survey in December 1998..
 TU2483.The horizontal coordinates are valid at the epoch date displayed above.
 TU2483.The epoch date for horizontal control is a decimal equivalence
 TU2483.of Year/Month/Day.
 TU2483
 TU2483.The orthometric height was determined by vertical angle observations.
 TU2483
 TU2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2483
 TU2483.The geoid height was determined by GEOID03.
 TU2483
 TU2483;                    North         East     Units Scale Factor Converg.
 TU2483;SPC HI 1     -    39,234.946   457,166.813   MT  0.99998934   -0 08 01.9
 TU2483;UTM  05      - 2,124,107.838   194,250.379   MT  1.00075574   -0 57 22.5
 TU2483
 TU2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2483!SPC HI 1     -   0.99999516  x   0.99998934  =   0.99998450
 TU2483!UTM  05      -   0.99999516  x   1.00075574  =   1.00075090
 TU2483
 TU2483|---------------------------------------------------------------------|
 TU2483| PID    Reference Object                     Distance      Geod. Az  |
 TU2483|                                                           dddmmss.s |
 TU2483| CN5370 KAPUKAWAA RM 1                       14.101 METERS 08357     |
 TU2483| TU2488 HANAMALO 2 RESET                    APPROX. 3.5 KM 1933642.6 |
 TU2483| CN5371 KAPUKAWAA RM 2                       14.872 METERS 20530     |
 TU2483| TU2491 MILOLII PT LIGHT 1979                84.279 METERS 24140     |
 TU2483|---------------------------------------------------------------------|
 TU2483
 TU2483                          SUPERSEDED SURVEY CONTROL
 TU2483
 TU2483  NAD 83(1986)-  19 11 14.43474(N)    155 54 26.22507(W) AD(       ) 2
 TU2483  OLD HI      -  19 11 25.26900(N)    155 54 36.26800(W) AD(       ) 2
 TU2483
 TU2483.Superseded values are not recommended for survey control.
 TU2483.NGS no longer adjusts projects to the OLD HI datum.
 TU2483.See file dsdata.txt to determine how the superseded data were derived.
 TU2483
 TU2483_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9425024108(NAD 83)
 TU2483_MARKER: I = METAL ROD
 TU2483_SETTING: 0 = UNSPECIFIED SETTING
 TU2483
 TU2483  HISTORY     - Date     Condition        Report By
 TU2483  HISTORY     - 1939     MONUMENTED       HIGS
 TU2483  HISTORY     - 1948     GOOD             CGS
 TU2483  HISTORY     - 1961     GOOD             CGS
 TU2483  HISTORY     - 1968     GOOD             CGS
 TU2483  HISTORY     - 1971     GOOD             NGS
 TU2483  HISTORY     - 1973     POOR             NGS
 TU2483  HISTORY     - 1979     POOR             NOS
 TU2483
 TU2483                          STATION DESCRIPTION
 TU2483
 TU2483'DESCRIBED BY HAWAII GEODETIC SURVEY 1939 (CLM)
 TU2483'LOCATION OF STATION--ON SEACOAST ABOUT 700 FEET NORTH OF MILOLII
 TU2483'WHARF.
 TU2483'
 TU2483'OLD STATION MARK FOUND--3 IRON BOLTS IN A ROCK OVER WHICH WAS A
 TU2483'PILE OF ROCKS.  THE BOLTS ARE PRACTICALLY RUSTED AWAY.
 TU2483'
 TU2483'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR MONUMENT
 TU2483'7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET LONG SET ON
 TU2483'STEEL LEGS OVER THE STATION MARK WHICH IS LEFT EXPOSED TO
 TU2483'VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL BAR).
 TU2483
 TU2483                          STATION RECOVERY (1948)
 TU2483
 TU2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2483'THE ORIGINAL STATION, THREE SPIKES, WAS RECOVERED BY THE HAWAII
 TU2483'TERRITORY SURVEY IN 1939.  AT THE TIME OF THIS SURVEY, THE STATION
 TU2483'CONSISTS OF A 1-1/2 INCH IRON BAR WHICH PROJECTS ABOUT 2 FEET
 TU2483'FROM THE TOP OF A TRIANGULAR SLAB OF CONCRETE.  TWO REFERENCE
 TU2483'MARKS WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 TU2483'
 TU2483'THE STATION IS LOCATED ABOUT 0.2 MILE NORTH OF THE CONCRETE WHARF
 TU2483'IN THE VILLAGE OF MILOLLI.  ABOUT 150 YARDS WEST OF THE GRADED ROAD,
 TU2483'WHICH LEADS TO THE WHARF, ABOUT 50 YARDS SOUTHWEST OF THE EDGE OF
 TU2483'THE LAVA FLOW AND ABOUT 30 FEET EAST OF THE SEA CLIFFS.
 TU2483'
 TU2483'THE STATION IS A PUNCH MARK IN THE CENTER OF A 1-1/2 INCH IRON
 TU2483'BAR WHICH PROJECTS ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB
 TU2483'OF CONCRETE WHICH IS ABOUT 6 FEET ON EACH SIDE AND PROJECTS
 TU2483'ABOUT 1 FOOT ABOVE THE AA LAVA BED.
 TU2483'
 TU2483'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAPUKAWAA 1
 TU2483'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 8 FEET
 TU2483'IN DIAMETER AND PROJECTS ABOUT 6 FEET.  IT IS LOCATED ABOUT 1
 TU2483'FOOT LOWER THAN THE STATION.
 TU2483'
 TU2483'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAPUKAWAA 2
 TU2483'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2483'GROUND AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 TU2483'
 TU2483'A RECOVERY NOTE OF THE HAWAII TERRITORY SURVEY, IN 1939, STATES
 TU2483'THAT THE ORIGINAL THREE SPIKES WERE RECOVERED AND THE 1-1/2 INCH
 TU2483'IRON PIPE INSTALLED OVER SAME.
 TU2483
 TU2483                          STATION RECOVERY (1961)
 TU2483
 TU2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2483'THE STATION AND REFERENCE MARKS WERE RECOVERED IN EXCELLENT
 TU2483'CONDITION.  FIRST-ORDER ASTRONOMIC OBSERVATIONS WERE PERFORMED
 TU2483'AT THIS STATION IN ADVANCE OF FUTURE HIRAN MEASUREMENTS.  THE
 TU2483'STATION IS A ROUGH 150 YARD WALK OVER LAVA FROM THE ROAD.
 TU2483'
 TU2483'THE 1948 STATION DESCRIPTION IS ADEQUATE.
 TU2483
 TU2483                          STATION RECOVERY (1968)
 TU2483
 TU2483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2483'STATION WAS RECOVERED AND THE CONCRETE PLATFORM FOUND BECOMING
 TU2483'UNDERMINED DUE TO WIND EROSION.  A CRIBBING OF STONES AND CONCRETE
 TU2483'WAS BUILT AROUND BASE OF PLATFORM TO PREVENT FURTHER EROSION.  BOTH
 TU2483'REFERENCE MARKS WERE FOUND IN GOOD CONDITION, HOWEVER A
 TU2483'DISCREPANCY WAS NOTED IN THE DISTANCE TO RM NO.1, AND THE 1948
 TU2483'DISTANCE WAS FOUND TO BE SLOPE DISTANCE.  THERE IS NOW A
 TU2483'NAVIGATION LIGHT, ESTABLISHED IN 1965, OUT ON THE POINT
 TU2483'SOUTHWEST FROM STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2483'
 TU2483'STATION IS LOCATED ALONG SOUTHWEST COAST OF THE ISLAND, AT MILOLII
 TU2483'VILLAGE, AT KAPUKAWAAIKI POINT.
 TU2483'
 TU2483'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2483'STATE HIGHWAY 11 FOR 16.8 MILES TO SIDE ROAD RIGHT AND SIGN
 TU2483'MILOLII.  TURN RIGHT AND GO DOWNGRADE 4.8 MILES TO SIDE ROAD
 TU2483'RIGHT, AT POWER POLE NO. 66, BETWEEN TWO HOUSES AT MILOLII.  GO
 TU2483'RIGHT, TOWARD SEA, FOR 100 YARDS TO STATION ON RISE TO RIGHT.
 TU2483'
 TU2483'STATION MARK IS A PUNCH MARK IN THE CENTER OF A 1-3/4-INCH
 TU2483'IRON SHAFT 2 FEET LONG, MOUNTED VERTICALLY ON 3 IRON LEGS OVER
 TU2483'A 3-INCH HOLE IN THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM
 TU2483'7 FEET ON EACH SIDE.  IT IS JUST ABOVE EAST POINT OF SMALL COVE,
 TU2483'AT 44 FEET ELEVATION, 15 YARDS NORTH OF BULLDOZED ROAD, 125 YARDS
 TU2483'WEST OF ROW OF HOUSES.  A RED AND WHITE METAL TARGET IS MOUNTED
 TU2483'ON THE IRON SHAFT.  NOTE--THE ORIGINAL STATION MARK COULD NOT
 TU2483'BE INSPECTED DUE TO SMALL SIZE OF HOLE IN PLATFORM AND THE IRON
 TU2483'LEGS OBSTRUCTING IT.
 TU2483'
 TU2483'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAPUKAWAA
 TU2483'1 1948, CEMENTED IN A DRILL HOLE IN A LARGE ROUND LAVA KNOB 10
 TU2483'FEET IN DIAMETER AND PROJECTING 5 FEET ABOVE GROUND.  IT IS 3
 TU2483'FEET LOWER THAN TOP OF STATION PIPE.
 TU2483'
 TU2483'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAPUKAWAA 2
 TU2483'1948, CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP NEAR EDGE OF BLUFF
 TU2483'AND ABOUT 6 FEET LOWER THAN TOP OF STATION PIPE.
 TU2483'
 TU2483'MILOLII POINT LIGHT CONSISTS OF A WHITE, 7-INCH-DIAMETER, IRON PIPE
 TU2483'16 FEET TALL, WITH A 4 X 4-FOOT STEEL PLATFORM ON TOP.  A
 TU2483'WHITE LIGHT, MOUNTED ON A 4-INCH IRON PIPE 4-1/2 FEET ABOVE
 TU2483'THE PLATFORM, IS OFFSET FROM CENTER OF PLATFORM, ON SEAWARD EDGE
 TU2483'OF PLATFORM.  A SMALL WHITE BOOTH SETS AT NORTH SIDE OF LIGHT
 TU2483'BASE.
 TU2483
 TU2483                          STATION RECOVERY (1971)
 TU2483
 TU2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2483'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU2483'BUT WERE NOT OCCUPIED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TU2483'
 TU2483'THE STATION IS LOCATED ABOUT 0.2 MILES NORTH OF THE CONCRETE
 TU2483'WHARF IN THE VILLAGE OF MILOLI ON THE WEST COAST OF THE ISLAND
 TU2483'OF HAWAII.  ABOUT 150 YARDS WEST OF THE GRADED ROAD WHICH IS THE
 TU2483'MAIN STREET THROUGH MILOLI AND WHICH LEADS TO THE WHARF.  ABOUT
 TU2483'FIFTY YARDS EAST OF A TWENTY-FOOT HIGH, WHITE, UNMANNED
 TU2483'LIGHTHOUSE.  AND ABOUT FIFTY FEET NORTH OF A GRADED ROAD LEADING
 TU2483'WEST TO THE SEA CLIFF.
 TU2483'
 TU2483'THE STATION IS A PUNCH MARK IN THE TOP OF A 1-1/2 INCH DIAMETER
 TU2483'IRON BAR WHICH PROJECTS ABOUT TWO FEET FROM A FLAT, TRIANGULAR
 TU2483'CONCRETE SLAB.  THE IRON BAR HAS BEEN BENT SO THAT THE TOP OF THE
 TU2483'BAR IS ABOUT ONE INCH FARTHER EAST THAN THE BOTTOM.  THE BOTTOM
 TU2483'OF THE BAR APPEARED UNDISTURBED.  THE SLAB IS ABOUT FOUR FEET ON
 TU2483'A SIDE AND IS RAISED ABOVE THE AA LAVA SURFACE ABOUT EIGHT
 TU2483'INCHES.  AT THE TIME OF THIS RECOVERY THE STATION WAS MARKED BY
 TU2483'A SIX-FOOT HIGH, RED AND WHITE METAL HAWAIIAN TERRITORIAL
 TU2483'SURVEY BANNER WHICH WAS SLIPPED OVER THE UPRIGHT IRON BAR.
 TU2483'
 TU2483'REFERENCE MARK NUMBER ONE IS A STANDARD REFERENCE DISK, STAMPED
 TU2483'KAPUKAWAA 1 1948, SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 TU2483'EIGHT FEET IN DIAMETER AND PROJECTS ABOUT SIX FEET.  IT IS ABOUT
 TU2483'ONE FOOT LOWER THAN THE STATION AND ABOUT 46 FEET EAST OF THE
 TU2483'STATION.
 TU2483'
 TU2483'REFERENCE MARK NUMBER TWO IS A STANDARD REFERENCE DISK STAMPED
 TU2483'KAPUKAWAA 2 1948, SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 TU2483'WITH THE GROUND.  IT IS ABOUT SIX FEET LOWER AND 49 FEET
 TU2483'WEST-SOUTHWEST OF THE STATION.
 TU2483'
 TU2483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2483'IN THE VILLAGE OF MILOLI.
 TU2483
 TU2483                          STATION RECOVERY (1973)
 TU2483
 TU2483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CAB)
 TU2483'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING--THE
 TU2483'1-1/2 INCH IRON BAR THE PUNCH MARK FOR THE STATION IS NOW
 TU2483'LEANING THREE INCHES TO THE EAST.  ALL REFERENCE MARKS WERE IN
 TU2483'GOOD CONDITION.
 TU2483
 TU2483                          STATION RECOVERY (1979)
 TU2483
 TU2483'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2483'THE STATION WAS RECOVERED AS DESCRIBED,
 TU2483'WITH THE FOLLOWING EXCEPTIONS.THE 1-3/4 INCHES
 TU2483'IRON SHAFT HAS RUSTED AWAY AND WAS FOUND NEAR THE STATION.
 TU2483'THE RED AND WHITE TARGET IS SET IN THE 3 INCHES HOLE IN
 TU2483'THE PLATFORM AND CHOKED VERTICAL WITH SMALL STONES.
 TU2483'THEODOLITE WAS SET OVER THE CENTER OF THE 3-INCH HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2445 ***********************************************************************
 TU2445  DESIGNATION -  KAPUNA 2
 TU2445  PID         -  TU2445
 TU2445  STATE/COUNTY-  HI/HAWAII
 TU2445  USGS QUAD   -  NAALEHU (1981)
 TU2445
 TU2445                         *CURRENT SURVEY CONTROL
 TU2445  ___________________________________________________________________
 TU2445* NAD 83(1993)-  19 04 53.47013(N)    155 36 02.05196(W)     ADJUSTED  
 TU2445* LOCAL TIDAL -       644.6    (meters)    2115.     (feet)  VERT ANG  
 TU2445  ___________________________________________________________________
 TU2445  EPOCH DATE  -        1993.62
 TU2445  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 TU2445  GEOID HEIGHT-          18.71  (meters)                     GEOID03
 TU2445
 TU2445  HORZ ORDER  -  SECOND
 TU2445
 TU2445.The horizontal coordinates were established by classical geodetic methods
 TU2445.and adjusted by the National Geodetic Survey in December 1998..
 TU2445.The horizontal coordinates are valid at the epoch date displayed above.
 TU2445.The epoch date for horizontal control is a decimal equivalence
 TU2445.of Year/Month/Day.
 TU2445
 TU2445.The orthometric height was determined by vertical angle observations.
 TU2445
 TU2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2445
 TU2445.The geoid height was determined by GEOID03.
 TU2445
 TU2445;                    North         East     Units Scale Factor Converg.
 TU2445;SPC HI 1     -    27,474.233   489,416.300   MT  0.99996805   -0 01 58.4
 TU2445;UTM  05      - 2,111,878.654   226,349.471   MT  1.00052579   -0 51 02.5
 TU2445
 TU2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2445!SPC HI 1     -   0.99989574  x   0.99996805  =   0.99986379
 TU2445!UTM  05      -   0.99989574  x   1.00052579  =   1.00042147
 TU2445
 TU2445:                Primary Azimuth Mark                     Grid Az
 TU2445:SPC HI 1     -  KAMAKAIA                                 044 46 52.2
 TU2445:UTM  05      -  KAMAKAIA                                 045 35 56.3
 TU2445
 TU2445|---------------------------------------------------------------------|
 TU2445| PID    Reference Object                     Distance      Geod. Az  |
 TU2445|                                                           dddmmss.s |
 TU2445| TU2403 KAMAKAIA                            APPROX.34.2 KM 0444453.8 |
 TU2445| CN5373 KAPUNA 2 RM 2                        16.222 METERS 05114     |
 TU2445| TU2442 KIPAEPAE 1898                       APPROX. 6.1 KM 1474422.4 |
 TU2445| CN5372 KAPUNA 2 RM 1                         8.846 METERS 17401     |
 TU2445|---------------------------------------------------------------------|
 TU2445
 TU2445                          SUPERSEDED SURVEY CONTROL
 TU2445
 TU2445  NAD 83(1986)-  19 04 53.45911(N)    155 36 02.10060(W) AD(       ) 2
 TU2445  OLD HI      -  19 05 04.28100(N)    155 36 12.12100(W) AD(       ) 2
 TU2445
 TU2445.Superseded values are not recommended for survey control.
 TU2445.NGS no longer adjusts projects to the OLD HI datum.
 TU2445.See file dsdata.txt to determine how the superseded data were derived.
 TU2445
 TU2445_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2634911879(NAD 83)
 TU2445
 TU2445  HISTORY     - Date     Condition        Report By
 TU2445  HISTORY     - 1898     MONUMENTED       CGS
 TU2445  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2445  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2445  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2445
 TU2445                          STATION DESCRIPTION
 TU2445
 TU2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2445'IN SOUTHERN PART OF HAWAII, IN SOUTHERN KA-U, NEAR THE TOP OF THE
 TU2445'ROUNDED GRASS-TOPPED HILL KNOWN AS PUU HOOMAHA, AND SHOWN ON CHART
 TU2445'AS KAPUNA MOUNTAIN, JUST NORTHEAST OF WAIOHINU VILLAGE.  THERE
 TU2445'IS A GROVE OF EUCALYPTUS TREES WHOSE CENTER IS APPROXIMATELY
 TU2445'120 METERS FROM THE STATION, AND WHOSE LEFT TANGENT IS ON RANGE
 TU2445'WITH THIS STATION AND STATION KIPAEPAE, THE BEARING FROM
 TU2445'KIPAEPAE BEING N. 42 DEG W.  MARKED BY A 5-INCH IRON PIPE SET
 TU2445'DEEP INTO THE GROUND, AND SURROUNDED BY STONES SET IN CEMENT,
 TU2445'A STONE CAIRN BEING PLACED ABOVE IT.
 TU2445
 TU2445                          STATION RECOVERY (1949)
 TU2445
 TU2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2445'THE STATION WAS RECOVERED AS DESCRIBED.  TWO REFERENCE MARKS
 TU2445'WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 TU2445'
 TU2445'THE STATION IS LOCATED ON A ROUNDED HILL, PLANTED IN SUGAR CANE,
 TU2445'WHICH LIES ABOUT 2 MILES NORTHWEST OF NAALEHU, ABOUT 1.5 MILES
 TU2445'NORTHEAST OF WAIOHINU, ABOUT 0.4 MILE WEST OF A LINE OF EUCALYPTUS
 TU2445'TREES, ABOUT 100 YARDS EAST OF A RESERVOIR AND ABOUT 200 FEET
 TU2445'SOUTH OF A GRADED ROAD.  HIGHER GROUND IS TO THE WESTWARD.
 TU2445'
 TU2445'TO REACH FROM THE POST OFFICE IN NAALEHU.  GO NORTH, ON THE
 TU2445'GOOD CINDER ROAD, FOR 2.2 MILES.  TURN LEFT, CROSS OVER A CATTLE
 TU2445'GUARD, AND GO NORTHERLY FOR 1.9 MILES.  TURN LEFT AND GO WESTERLY
 TU2445'FOR 0.4 MILE TO A LARGE RESERVOIR.  TURN LEFT, JUST EAST OF
 TU2445'THE RESERVOIR, AND GO SOUTHERLY FOR ABOUT 150 FEET.  TURN LEFT
 TU2445'AND GO EASTERLY, THROUGH THE CANE FIELD FOR ABOUT 200 FEET TO
 TU2445'THE STATION.  A ROCK CAIRN HAS BEEN BUILT OVER THE STATION.
 TU2445'
 TU2445'THE STATION IS THE CENTER OF A 5 INCH IRON PIPE WHICH IS SET
 TU2445'IN THE GROUND AND IS SURROUNDED BY STONES AND BOTTLES SET
 TU2445'IN CEMENT.  THE PIPE PROJECTS ABOUT 10 INCHES ABOVE THE SOIL.
 TU2445'
 TU2445'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NO 1 1949,
 TU2445'SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT
 TU2445'6 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2445'
 TU2445'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED NO 2 1949,
 TU2445'SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT
 TU2445'6 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2445'
 TU2445'BOTH REFERENCE MARKS ARE SUBJECT TO LOSS OR MOVEMENT WHEN THE
 TU2445'CANE CROP IS HARVESTED.
 TU2445
 TU2445                          STATION RECOVERY (1968)
 TU2445
 TU2445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2445'STATION PIPE HAS BEEN PUSHED OVER BY SUGAR CANE MACHINERY, AND
 TU2445'LEANS TO ONE SIDE.  BOTH REFERENCE MARKS HAVE BEEN DESTROYED.  AT
 TU2445'TIME OF RECOVERY IT WAS NOT POSSIBLE TO RE-MARK AND RE-SURVEY
 TU2445'THE STATION BECAUSE OF HIGH CANE.
 TU2445'
 TU2445'LOCATED 1-3/4 MILE NORTHWEST OF NAALEHU AND 1-1/4 MILES
 TU2445'NORTHEAST OF WAIOHINU, AT ABOUT 2108 FEET ELEVATION, ON PUU
 TU2445'HOOMAHA, A FLAT HILL PLANTED IN SUGAR CANE FIELD.
 TU2445'
 TU2445'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO EAST
 TU2445'ON STATE HIGHWAY 11 FOR 0.1 MILE TO CROSSROAD.  TURN LEFT
 TU2445'AND GO UPHILL FOR 2.1 MILES TO CROSSROAD.  TURN LEFT AND FOLLOW
 TU2445'MAIN CANE ROAD WEST FOR 1.9 MILES TO SIDE ROAD LEFT.  TURN LEFT
 TU2445'AND GO 0.4 MILE TO TOP OF HILL AND SIDE ROAD LEFT.  GO LEFT
 TU2445'200 FEET, THEN TURN LEFT AND GO 200 FEET INTO CANE FIELD TO
 TU2445'STATION.
 TU2445'
 TU2445'STATION IS MARKED BY A 5-INCH IRON PIPE PROJECTING
 TU2445'ABOUT 1 FOOT FROM GROUND, AND SURROUNDED BY A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3287 ***********************************************************************
 TU3287  DESIGNATION -  KAPUUPOI
 TU3287  PID         -  TU3287
 TU3287  STATE/COUNTY-  HI/MAUI
 TU3287  USGS QUAD   -  
 TU3287
 TU3287                         *CURRENT SURVEY CONTROL
 TU3287  ___________________________________________________________________
 TU3287* NAD 83(1993)-  21 09 32.85436(N)    156 42 45.00025(W)     ADJUSTED  
 TU3287* LOCAL TIDAL -        85.     (meters)     279.     (feet)  SCALED    
 TU3287  ___________________________________________________________________
 TU3287  EPOCH DATE  -        1993.62
 TU3287  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 TU3287  GEOID HEIGHT-          14.16  (meters)                     GEOID03
 TU3287
 TU3287  HORZ ORDER  -  THIRD
 TU3287
 TU3287.The horizontal coordinates were established by classical geodetic methods
 TU3287.and adjusted by the National Geodetic Survey in December 1998..
 TU3287.The horizontal coordinates are valid at the epoch date displayed above.
 TU3287.The epoch date for horizontal control is a decimal equivalence
 TU3287.of Year/Month/Day.
 TU3287
 TU3287.The orthometric height was scaled from a topographic map.
 TU3287
 TU3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3287
 TU3287.The geoid height was determined by GEOID03.
 TU3287
 TU3287;                    North         East     Units Scale Factor Converg.
 TU3287;SPC HI 2     -    91,424.275   495,239.910   MT  0.99996695   -0 00 59.6
 TU3287;UTM  04      - 2,341,470.910   737,531.249   MT  1.00029728   +0 49 33.9
 TU3287
 TU3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3287!SPC HI 2     -   0.99998441  x   0.99996695  =   0.99995136
 TU3287!UTM  04      -   0.99998441  x   1.00029728  =   1.00028169
 TU3287
 TU3287:                Primary Azimuth Mark                     Grid Az
 TU3287:SPC HI 2     -  MOKUHOONIKI 1915                         161 52 18.9
 TU3287:UTM  04      -  MOKUHOONIKI 1915                         161 01 45.4
 TU3287
 TU3287|---------------------------------------------------------------------|
 TU3287| PID    Reference Object                     Distance      Geod. Az  |
 TU3287|                                                           dddmmss.s |
 TU3287| TU3293 MOKUHOONIKI 1915                    APPROX. 3.1 KM 1615119.3 |
 TU3287|---------------------------------------------------------------------|
 TU3287
 TU3287                          SUPERSEDED SURVEY CONTROL
 TU3287
 TU3287  NAD 83(1986)-  21 09 32.81014(N)    156 42 44.94216(W) AD(       ) 3
 TU3287  OLD HI      -  21 09 44.28000(N)    156 42 55.10000(W) AD(       ) 3
 TU3287
 TU3287.Superseded values are not recommended for survey control.
 TU3287.NGS no longer adjusts projects to the OLD HI datum.
 TU3287.See file dsdata.txt to determine how the superseded data were derived.
 TU3287
 TU3287_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3753141471(NAD 83)
 TU3287
 TU3287  HISTORY     - Date     Condition        Report By
 TU3287  HISTORY     - UNK      MONUMENTED
 TU3287  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3287
 TU3287                          STATION DESCRIPTION
 TU3287
 TU3287'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3287'A SEARCH WAS MADE IN THE VICINITY BUT NO MARK WAS RECOVERED.  THE
 TU3287'AREA HAS BEEN DEVELOPED FOR PASTURE LAND AND IT IS BELIEVED THAT
 TU3287'THE STATION HAS BEEN DESTROYED.
 TU3287'
 TU3287'A NEW STATION, KAPUUPOI 2, WAS ESTABLISHED IN THE APPROXIMATE
 TU3287'LOCATION.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3286 ***********************************************************************
 TU3286  DESIGNATION -  KAPUUPOI 2
 TU3286  PID         -  TU3286
 TU3286  STATE/COUNTY-  HI/MAUI
 TU3286  USGS QUAD   -  
 TU3286
 TU3286                         *CURRENT SURVEY CONTROL
 TU3286  ___________________________________________________________________
 TU3286* NAD 83(1993)-  21 09 31.72342(N)    156 42 43.81912(W)     ADJUSTED  
 TU3286* LOCAL TIDAL -        85.     (meters)     279.     (feet)  VERT ANG  
 TU3286  ___________________________________________________________________
 TU3286  EPOCH DATE  -        1993.62
 TU3286  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 TU3286  GEOID HEIGHT-          14.16  (meters)                     GEOID03
 TU3286
 TU3286  HORZ ORDER  -  SECOND
 TU3286
 TU3286.The horizontal coordinates were established by classical geodetic methods
 TU3286.and adjusted by the National Geodetic Survey in December 1998..
 TU3286.The horizontal coordinates are valid at the epoch date displayed above.
 TU3286.The epoch date for horizontal control is a decimal equivalence
 TU3286.of Year/Month/Day.
 TU3286
 TU3286.The orthometric height was determined by vertical angle observations.
 TU3286.No vertical observational check was made to the station.
 TU3286
 TU3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3286
 TU3286.The geoid height was determined by GEOID03.
 TU3286
 TU3286;                    North         East     Units Scale Factor Converg.
 TU3286;SPC HI 2     -    91,389.484   495,273.974   MT  0.99996694   -0 00 59.1
 TU3286;UTM  04      - 2,341,436.612   737,565.833   MT  1.00029748   +0 49 34.3
 TU3286
 TU3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3286!SPC HI 2     -   0.99998441  x   0.99996694  =   0.99995135
 TU3286!UTM  04      -   0.99998441  x   1.00029748  =   1.00028189
 TU3286
 TU3286|---------------------------------------------------------------------|
 TU3286| PID    Reference Object                     Distance      Geod. Az  |
 TU3286|                                                           dddmmss.s |
 TU3286| CN5374 KAPUUPOI 2 RM 1                       8.530 METERS 02023     |
 TU3286| CN5375 KAPUUPOI 2 RM 2                       9.688 METERS 11738     |
 TU3286| TU3289 PUU O HOKU 1915                     APPROX. 3.3 KM 2153948.2 |
 TU3286|---------------------------------------------------------------------|
 TU3286
 TU3286                          SUPERSEDED SURVEY CONTROL
 TU3286
 TU3286  NAD 83(1986)-  21 09 31.67863(N)    156 42 43.76116(W) AD(       ) 2
 TU3286  OLD HI      -  21 09 43.22600(N)    156 42 53.90600(W) AD(       ) 2
 TU3286
 TU3286.Superseded values are not recommended for survey control.
 TU3286.NGS no longer adjusts projects to the OLD HI datum.
 TU3286.See file dsdata.txt to determine how the superseded data were derived.
 TU3286
 TU3286_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3756641437(NAD 83)
 TU3286
 TU3286  HISTORY     - Date     Condition        Report By
 TU3286  HISTORY     - 1962     MONUMENTED       CGS
 TU3286  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3286
 TU3286                          STATION DESCRIPTION
 TU3286
 TU3286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3286'THE STATION IS LOCATED ON THE PUU O HOKU RANCH AND AT THE EXTREME
 TU3286'NORTHEAST END OF MOLOKAI ISLAND NEAR THE EDGE OF THE NORTH CLIFF.
 TU3286'
 TU3286'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3286'46 JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EASTERLY AND
 TU3286'NORTH ON STATE HIGHWAY 45 FOR 29.0 MILES TO THE GAS PUMPS AT
 TU3286'BUILDINGS OF THE PUU O KOKO RANCH, AT A CROSSROAD.  TURN RIGHT AND
 TU3286'GO EASTERLY FOR 0.2 MILE TO A FORK JUST LEFT OF THE HOUSES.  TAKE
 TU3286'LEFT FORK, THROUGH BOARD GATE AND GO 0.55 MILE TO A BOARD
 TU3286'GATE.  PASS THROUGH AND CONTINUE 0.3 MILE TO BOARD GATE NUMBER
 TU3286'3, PASS THROUGH GATE AND CONTINUE 0.15 MILE TO DIM RIGHT FORK.
 TU3286'TAKE THE RIGHT FORK AND GO DOWNGRADE ON TRACK ROAD FOR 0.3 MILE
 TU3286'TO BOARD GATE.  PASS THROUGH GATE AND CONTINUE DOWNGRADE
 TU3286'THROUGH PASTURE, PICKING WAY BETWEEN THE GRASS ROWS, FOR 0.6
 TU3286'MILE TO STATION ON THE EXTREME NORTHEAST POINT OF THE
 TU3286'ISLAND.
 TU3286'
 TU3286'THE STATION IS A STANDARD DISK STAMPED, KAPUUPOI 2 1962, SET IN
 TU3286'THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH, 7 FEET
 TU3286'NORTH-NORTHWEST OF A WHITE WITNESS POST.
 TU3286'
 TU3286'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, KAPUUPOI 2 NO 1
 TU3286'1962, SET IN THE TOP OF A ROUND CONCRETE POST THAT IS FLUSH WITH
 TU3286'THE SURFACE OF THE GROUND.
 TU3286'
 TU3286'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, KAPUUPOI 2 NO 2
 TU3286'1962, SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3
 TU3286'INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 TU3286'
 TU3286'STATION PUU O HOKU WILL SERVE AS THE AZIMUTH.
 TU3286
 TU3286                          STATION RECOVERY (1968)
 TU3286
 TU3286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU3286'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 TU3286'EXCEPT FOR WHITE WITNESS POST WHICH WAS OUT OF THE GROUND AND
 TU3286'IN A DISPLACED POSITION.  RM 2 WAS RECOVERED IN GOOD
 TU3286'CONDITION.  NO SEARCH WAS MADE FOR RM 1.
 TU3286'
 TU3286'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3286'6.8 MILES NE OF PUKOO, MOLOKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1853 ***********************************************************************
 TU1853  DESIGNATION -  KAU
 TU1853  PID         -  TU1853
 TU1853  STATE/COUNTY-  HI/KAUAI
 TU1853  USGS QUAD   -  KEKAHA (1983)
 TU1853
 TU1853                         *CURRENT SURVEY CONTROL
 TU1853  ___________________________________________________________________
 TU1853* NAD 83(1993)-  21 58 25.24604(N)    159 44 13.48333(W)     ADJUSTED  
 TU1853* LOCAL TIDAL -                                                        
 TU1853  ___________________________________________________________________
 TU1853  EPOCH DATE  -        1993.62
 TU1853  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 TU1853  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU1853
 TU1853  HORZ ORDER  -  THIRD
 TU1853
 TU1853.The horizontal coordinates were established by classical geodetic methods
 TU1853.and adjusted by the National Geodetic Survey in December 1998..
 TU1853.The horizontal coordinates are valid at the epoch date displayed above.
 TU1853.The epoch date for horizontal control is a decimal equivalence
 TU1853.of Year/Month/Day.
 TU1853
 TU1853
 TU1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1853
 TU1853.The geoid height was determined by GEOID03.
 TU1853
 TU1853;                    North         East     Units Scale Factor Converg.
 TU1853;SPC HI 4     -    15,559.182   475,514.423   MT  0.99999740   -0 05 19.4
 TU1853;UTM  04      - 2,430,096.806   423,902.561   MT  0.99967155   -0 16 32.9
 TU1853
 TU1853                          SUPERSEDED SURVEY CONTROL
 TU1853
 TU1853  NAD 83(1986)-  21 58 25.20999(N)    159 44 13.50763(W) AD(       ) 4
 TU1853  OLD HI      -  21 58 36.49000(N)    159 44 23.54000(W) AD(       ) 3
 TU1853
 TU1853.Superseded values are not recommended for survey control.
 TU1853.NGS no longer adjusts projects to the OLD HI datum.
 TU1853.See file dsdata.txt to determine how the superseded data were derived.
 TU1853
 TU1853_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2390330097(NAD 83)
 TU1853
 TU1853  HISTORY     - Date     Condition        Report By
 TU1853  HISTORY     - 1910     MONUMENTED       CGS
 TU1853  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1853
 TU1853                          STATION DESCRIPTION
 TU1853
 TU1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1853'ABOUT 2 MILES WEST OF KEKAHA AND, 10 METERS BACK FROM HIGH-WATER
 TU1853'MARK.  MARKED BY STAKE.
 TU1853
 TU1853                          STATION RECOVERY (1966)
 TU1853
 TU1853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1853'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO BE
 TU1853'DESTROYED.  IT WAS ORIGINALLY MARKED BY A STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2375 ***********************************************************************
 TU2375  DESIGNATION -  KAU
 TU2375  PID         -  TU2375
 TU2375  STATE/COUNTY-  HI/HAWAII
 TU2375  USGS QUAD   -  PAHALA (1995)
 TU2375
 TU2375                         *CURRENT SURVEY CONTROL
 TU2375  ___________________________________________________________________
 TU2375* NAD 83(1993)-  19 12 09.12757(N)    155 28 41.09677(W)     ADJUSTED  
 TU2375* LOCAL TIDAL -       282.1    (meters)     926.     (feet)  VERT ANG  
 TU2375  ___________________________________________________________________
 TU2375  EPOCH DATE  -        1993.62
 TU2375  LAPLACE CORR-         -11.11  (seconds)                    DEFLEC99
 TU2375  GEOID HEIGHT-          20.72  (meters)                     GEOID03
 TU2375
 TU2375  HORZ ORDER  -  SECOND
 TU2375
 TU2375.The horizontal coordinates were established by classical geodetic methods
 TU2375.and adjusted by the National Geodetic Survey in December 1998..
 TU2375.The horizontal coordinates are valid at the epoch date displayed above.
 TU2375.The epoch date for horizontal control is a decimal equivalence
 TU2375.of Year/Month/Day.
 TU2375
 TU2375.The orthometric height was determined by vertical angle observations.
 TU2375
 TU2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2375
 TU2375.The geoid height was determined by GEOID03.
 TU2375
 TU2375;                    North         East     Units Scale Factor Converg.
 TU2375;SPC HI 1     -    40,866.608   502,304.861   MT  0.99996673   +0 00 26.0
 TU2375;UTM  05      - 2,125,091.947   239,435.174   MT  1.00043934   -0 48 55.9
 TU2375
 TU2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2375!SPC HI 1     -   0.99995240  x   0.99996673  =   0.99991913
 TU2375!UTM  05      -   0.99995240  x   1.00043934  =   1.00039172
 TU2375
 TU2375:                Primary Azimuth Mark                     Grid Az
 TU2375:SPC HI 1     -  PUU ULAULA RESET                         088 23 41.6
 TU2375:UTM  05      -  PUU ULAULA RESET                         089 13 03.5
 TU2375
 TU2375|---------------------------------------------------------------------|
 TU2375| PID    Reference Object                     Distance      Geod. Az  |
 TU2375|                                                           dddmmss.s |
 TU2375| TU2358 PUU ULAULA RESET                    APPROX. 5.0 KM 0882407.6 |
 TU2375| CN5381 KAU RM 2                             24.087 METERS 11542     |
 TU2375| TU2374 KAU HIGS A PT 1977                    6.354 METERS 13731     |
 TU2375| CN5380 KAU RM 1                              7.371 METERS 33944     |
 TU2375|---------------------------------------------------------------------|
 TU2375
 TU2375                          SUPERSEDED SURVEY CONTROL
 TU2375
 TU2375  NAD 83(1986)-  19 12 09.10645(N)    155 28 41.13765(W) AD(       ) 2
 TU2375  OLD HI      -  19 12 19.95280(N)    155 28 51.15409(W) AD(       ) 2
 TU2375
 TU2375.Superseded values are not recommended for survey control.
 TU2375.NGS no longer adjusts projects to the OLD HI datum.
 TU2375.See file dsdata.txt to determine how the superseded data were derived.
 TU2375
 TU2375_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3943525092(NAD 83)
 TU2375_MARKER: Z = SEE DESCRIPTION
 TU2375_SETTING: 0 = UNSPECIFIED SETTING
 TU2375
 TU2375  HISTORY     - Date     Condition        Report By
 TU2375  HISTORY     - 1977     MONUMENTED       HIGS
 TU2375
 TU2375                          STATION DESCRIPTION
 TU2375
 TU2375'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2375'THE STATION IS LOCATED IN THE WEST EDGE OF PAHALA, 0.1 MILE WEST
 TU2375'OF THE JUNCTION OF PIKAKE AND KAMANI STREETS AND IN THE CENTER OF
 TU2375'KAMANI STREET.
 TU2375'
 TU2375'TO REACH THE STATION FROM THE POST OFFICE IN PAHALA, GO NORTH
 TU2375'ON PIKAKE STREET FOR 0.1 MILE TO THE JUNCTION OF KAMANI
 TU2375'STREET.  TURN LEFT AND GO WEST ON KAMANI STREET FOR 0.1 MILE TO
 TU2375'THE STATION.
 TU2375'
 TU2375'STATION MARK, STAMPED KAU 1977, IS A STATE OF HAWAII SURVEY DISK
 TU2375'SET IN A ROUND CONCRETE MONUMENT WHICH IS ABOUT 14 INCHES IN
 TU2375'DIAMETER AND FLUSH WITH THE SURFACE OF THE STREET.  IT IS 23 FEET
 TU2375'SOUTHEAST OF A POWER POLE AND 20.7 FEET WEST OF A T-ROAD NORTH
 TU2375'(PUAHALA STREET).  THERE IS AN UNDERGROUND DISK WITH THE SAME
 TU2375'STAMPING AS THE SURFACE DISK SET IN AN IRREGULAR MASS OF
 TU2375'CONCRETE ABOUT 3 FEET BELOW THE STREET SURFACE.  (NOTE DESC)
 TU2375'
 TU2375'REFERENCE MARK 1, STAMPED 1, IS A RAILROAD SPIKE WITH A PUNCH
 TU2375'HOLE MARKING THE CENTER CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT
 TU2375'CONCRETE BASE OF A TELEPHONE BOOTH.  IT IS 2 FEET NORTH OF A
 TU2375'TELEPHONE POLE, 23 FEET NORTH OF CENTER OF KAMANI STREET AND 35
 TU2375'FEET SOUTHEAST OF THE CENTER OF PUAHALA STREET.  (NOTE DESC)
 TU2375'(ABOUT 1.4 FEET HIGHER THAN STATION)
 TU2375'
 TU2375'REFERENCE MARK 2, STAMPED 2, IS A RAILROAD SPIKE WITH A PUNCH
 TU2375'HOLE MARKING THE CENTER CEMENTED IN A DRILL HOLE IN A 5 FOOT
 TU2375'DIAMETER CONCRETE BASE OF AN EMERGENCY WARNING SYSTEM POLE.  IT
 TU2375'IS ABOUT 0.6 FEET SOUTHEAST OF THE EMERGENCY WARNING SYSTEM POLE,
 TU2375'6.6 FEET EAST OF A FENCE LINE, 35 FEET SOUTH OF CENTER OF KAMANI
 TU2375'STREET AND ABOUT 2 FEET LOWER THAN THE STATION.  (NOTE DESC)
 TU2375'
 TU2375'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2375'
 TU2375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2375'IN PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2647 ***********************************************************************
 TU2647  DESIGNATION -  KAU
 TU2647  PID         -  TU2647
 TU2647  STATE/COUNTY-  HI/HAWAII
 TU2647  USGS QUAD   -  HONOKAA (1995)
 TU2647
 TU2647                         *CURRENT SURVEY CONTROL
 TU2647  ___________________________________________________________________
 TU2647* NAD 83(1993)-  20 03 49.93336(N)    155 23 36.99544(W)     ADJUSTED  
 TU2647* LOCAL TIDAL -       122.     (meters)     400.     (feet)  SCALED    
 TU2647  ___________________________________________________________________
 TU2647  EPOCH DATE  -        1993.62
 TU2647  LAPLACE CORR-         -13.28  (seconds)                    DEFLEC99
 TU2647  GEOID HEIGHT-          19.55  (meters)                     GEOID03
 TU2647
 TU2647  HORZ ORDER  -  SECOND
 TU2647
 TU2647.The horizontal coordinates were established by classical geodetic methods
 TU2647.and adjusted by the National Geodetic Survey in December 1998..
 TU2647.The horizontal coordinates are valid at the epoch date displayed above.
 TU2647.The epoch date for horizontal control is a decimal equivalence
 TU2647.of Year/Month/Day.
 TU2647
 TU2647.The orthometric height was scaled from a topographic map.
 TU2647
 TU2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2647
 TU2647.The geoid height was determined by GEOID03.
 TU2647
 TU2647;                    North         East     Units Scale Factor Converg.
 TU2647;SPC HI 1     -   136,216.402   511,128.556   MT  0.99996820   +0 02 11.4
 TU2647;UTM  05      - 2,220,343.904   249,660.981   MT  1.00037464   -0 49 17.8
 TU2647
 TU2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2647!SPC HI 1     -   0.99997775  x   0.99996820  =   0.99994595
 TU2647!UTM  05      -   0.99997775  x   1.00037464  =   1.00035238
 TU2647
 TU2647|---------------------------------------------------------------------|
 TU2647| PID    Reference Object                     Distance      Geod. Az  |
 TU2647|                                                           dddmmss.s |
 TU2647| CN5378 KAU RM 1                              2.714 METERS 05008     |
 TU2647| TU2643 PAAUILO STACK                       APPROX. 3.7 KM 1120532.9 |
 TU2647| CN5379 KAU RM 2                              1.306 METERS 26911     |
 TU2647|---------------------------------------------------------------------|
 TU2647
 TU2647                          SUPERSEDED SURVEY CONTROL
 TU2647
 TU2647  NAD 83(1986)-  20 03 49.91825(N)    155 23 36.99111(W) AD(       ) 2
 TU2647  OLD HI      -  20 04 00.94600(N)    155 23 46.98430(W) AD(       ) 2
 TU2647
 TU2647.Superseded values are not recommended for survey control.
 TU2647.NGS no longer adjusts projects to the OLD HI datum.
 TU2647.See file dsdata.txt to determine how the superseded data were derived.
 TU2647
 TU2647_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4966120344(NAD 83)
 TU2647_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2647
 TU2647  HISTORY     - Date     Condition        Report By
 TU2647  HISTORY     - 1967     MONUMENTED       CGS
 TU2647
 TU2647                          STATION DESCRIPTION
 TU2647
 TU2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2647'STATION IS LOCATED IN THE NORTHERN PART OF THE ISLAND, ABOUT 2
 TU2647'MILES NORTHWEST OF PAAUILO, 3/4-MILE NORTHEAST OF STATE HIGHWAY
 TU2647'AND 1/4-MILE SOUTHWEST OF THE SEA, AT ABOUT 400 FEET ELEVATION,
 TU2647'BETWEEN KAUMOALI AND KAUNAMANO GULCHES, ON A SMALL GRASSY AND
 TU2647'ROCKY KNOLL ON THE SOUTHWEST AND HIGHER END OF A BRUSHY RIM
 TU2647'OVERLOOKING NEXT CANE FIELD TO NORTHWEST, WHICH IS ABOUT 40 FEET
 TU2647'LOWER.
 TU2647'
 TU2647'TO REACH STATION FROM THE POST OFFICE AT PAAUILO, GO NORTHWEST ON
 TU2647'STATE HIGHWAY 19 FOR 1.8 MILES TO CROSSROAD.  TURN RIGHT AND
 TU2647'GO 0.15 MILE TO T-JUNCTION.  TURN LEFT AND GO 0.05 MILE.  TURN
 TU2647'RIGHT, OPPOSITE A CEMETERY, AND GO DOWNGRADE 0.7 MILE TO
 TU2647'T-JUNCTION.  TURN LEFT AND GO 0.35 MILE TO SIDE ROAD RIGHT, JUST
 TU2647'AFTER CROSSING CONCRETE BRIDGE.  TURN RIGHT AND FOLLOW CANE ROAD
 TU2647'0.1 MILE, THEN GO LEFT 0.05 MILE ON CANE ROAD TO END OF ROAD
 TU2647'AND STATION.
 TU2647'
 TU2647'STATION MARK IS A STANDARD DISK STAMPED KAU 1967, SET IN THE TOP
 TU2647'OF A 2-FOOT-DIAMETER MASS OF CONCRETE FLUSH WITH SURROUNDING
 TU2647'ROCKS.  IT IS ON SOUTHEAST SLOPE OF THE KNOLL, ON SMALL, FLAT
 TU2647'AREA AMONG ROCKS, 20 FEET NORTHEAST OF, AND ABOUT 5 FEET LOWER,
 TU2647'THAN HIGHEST POINT OF KNOLL, AND IS 3 FEET SOUTHWEST OF A WHITE
 TU2647'WITNESS POST.
 TU2647'
 TU2647'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAU NO 1
 TU2647'1967, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS
 TU2647'2-1/2 FEET ABOVE GROUND.  IT IS 0.4 FOOT HIGHER THAN STATION MARK.
 TU2647'
 TU2647'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAU NO 2
 TU2647'1967, CEMENTED IN A DRILL HOLE IN THE NORTHEAST TIP OF A LARGE
 TU2647'ROCK THAT PROJECTS ABOUT 4 FEET HIGHER THAN STATION MARK.  IT IS
 TU2647'ABOUT 15 FEET NORTHEASTEAST FROM HIGH POINT OF KNOLL.
 TU2647'
 TU2647'NOTE--UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED KAU
 TU2647'1967, SET IN CONCRETE ABOUT 3 FEET BENEATH GROUND LEVEL.
 TU2647'
 TU2647'NOTE--THIS STATION IS ABOUT 125 YARDS NORTHEAST OF POINT WHERE
 TU2647'STATION KAUMOALI 2 1948 WAS LOCATED, AND WAS ESTABLISHED TO
 TU2647'REPLACE IT SINCE IT WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3236 ***********************************************************************
 TU3236  DESIGNATION -  KAU
 TU3236  PID         -  TU3236
 TU3236  STATE/COUNTY-  HI/MAUI
 TU3236  USGS QUAD   -  
 TU3236
 TU3236                         *CURRENT SURVEY CONTROL
 TU3236  ___________________________________________________________________
 TU3236* NAD 83(1993)-  20 46 51.41267(N)    156 59 28.75629(W)     ADJUSTED  
 TU3236* LOCAL TIDAL -        15.     (meters)      49.     (feet)  SCALED    
 TU3236  ___________________________________________________________________
 TU3236  EPOCH DATE  -        1993.62
 TU3236  LAPLACE CORR-           9.85  (seconds)                    DEFLEC99
 TU3236  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU3236
 TU3236  HORZ ORDER  -  THIRD
 TU3236
 TU3236.The horizontal coordinates were established by classical geodetic methods
 TU3236.and adjusted by the National Geodetic Survey in December 1998..
 TU3236.The horizontal coordinates are valid at the epoch date displayed above.
 TU3236.The epoch date for horizontal control is a decimal equivalence
 TU3236.of Year/Month/Day.
 TU3236
 TU3236.The orthometric height was scaled from a topographic map.
 TU3236
 TU3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3236
 TU3236.The geoid height was determined by GEOID03.
 TU3236
 TU3236;                    North         East     Units Scale Factor Converg.
 TU3236;SPC HI 2     -    49,588.336   466,197.527   MT  0.99998078   -0 06 54.7
 TU3236;UTM  04      - 2,299,205.641   709,094.935   MT  1.00014034   +0 42 46.6
 TU3236
 TU3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3236!SPC HI 2     -   0.99999522  x   0.99998078  =   0.99997600
 TU3236!UTM  04      -   0.99999522  x   1.00014034  =   1.00013556
 TU3236
 TU3236|---------------------------------------------------------------------|
 TU3236| PID    Reference Object                     Distance      Geod. Az  |
 TU3236|                                                           dddmmss.s |
 TU3236| CN5376 KAU RM 1                              6.080 METERS 02808     |
 TU3236| CN5377 KAU RM 2                             16.530 METERS 12325     |
 TU3236| TU3270 KAAPA                               APPROX.10.1 KM 3333659.2 |
 TU3236|---------------------------------------------------------------------|
 TU3236
 TU3236                          SUPERSEDED SURVEY CONTROL
 TU3236
 TU3236  NAD 83(1986)-  20 46 51.36969(N)    156 59 28.71921(W) AD(       ) 3
 TU3236  OLD HI      -  20 47 02.78800(N)    156 59 38.82300(W) AD(       ) 3
 TU3236
 TU3236.Superseded values are not recommended for survey control.
 TU3236.NGS no longer adjusts projects to the OLD HI datum.
 TU3236.See file dsdata.txt to determine how the superseded data were derived.
 TU3236
 TU3236_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0909599206(NAD 83)
 TU3236_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3236_SETTING: 80 = SET IN A BOULDER
 TU3236_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3236
 TU3236  HISTORY     - Date     Condition        Report By
 TU3236  HISTORY     - 1927     MONUMENTED       CGS
 TU3236  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3236  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3236
 TU3236                          STATION DESCRIPTION
 TU3236
 TU3236'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3236'ON WEST COAST OF LANAI, ON A ROCKY CLIFF ON SOUTH SIDE OF
 TU3236'ENTRANCE TO KAUMALAPAU HARBOR, AND ABOUT 235 METERS SOUTH OF
 TU3236'LIGHTHOUSE.  STATION IS ABOUT 8 METERS FROM EDGE OF CLIFF AND
 TU3236'100 FEET ABOVE HIGH WATER, AND IS BEST APPROACHED BY LANDING
 TU3236'IN COVE JUST SOUTH OF LIGHTHOUSE.  MARKED ACCORDING TO NOTE 4,
 TU3236'STANDARD DISK IN BOWLDER.  TWO REFERENCE MARKS, NOTE 12C,
 TU3236'STANDARD REFERENCE DISKS IN BOWLDERS, WERE SET AT THE FOLLOWING
 TU3236'DISTANCES AND AZIMUTHS FROM THE STATION--NO.1, 6.08 METERS
 TU3236'(19.9 FEET), 208 DEG 08 MIN.  NO. 2, 16.53 METERS (54.2
 TU3236'FEET), 303 DEG 25 MIN.
 TU3236
 TU3236                          STATION RECOVERY (1962)
 TU3236
 TU3236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3236'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3236'COMPLETE DESCRIPTION FOLLOWS--
 TU3236'
 TU3236'STATION IS LOCATED ABOUT 5-1/2 MILES AIRLINE SOUTHWEST OF LANAI
 TU3236'CITY AND 1/2 MILE SOUTH OF THE WHARF AT KAUMALAPAU HARBOR, AT
 TU3236'ABOUT 100 FEET ELEVATION, ON THE CLIFF OF THE SECOND PROMINENT
 TU3236'POINT SOUTH FROM THE HARBOR.  IT IS 1/4 MILE SOUTH OF THE WHITE
 TU3236'NAVIGATION LIGHT WHICH IS ON THE FIRST POINT ON SOUTH SIDE OF
 TU3236'HARBOR ENTRANCE.
 TU3236'
 TU3236'TO REACH STATION FROM THE WHARF AT KAUMALAPAU HARBOR, WALK
 TU3236'SOUTHERLY ALONG ROCKY SHORELINE ABOUT 1/4 MILE, JUST AFTER
 TU3236'CROSSING DEEP CANYON CLIMB UP ONTO TOP OF BLUFF AND CONTINUE
 TU3236'SOUTHERLY ABOUT 1/4 MILE TO STATION.
 TU3236'
 TU3236'STATION MARK IS A STANDARD DISK STAMPED KAU 1927, CEMENTED IN
 TU3236'A DRILL HOLE IN THE WEST END OF A LONG, NARROW BEDROCK OUTCROP
 TU3236'THAT PROJECTS 1-1/2 FEET ABOVE GROUND AND IS 2 FEET WIDE.  IT
 TU3236'IS 8 YARDS EAST OF CLIFF EDGE AND 10 YARDS NORTH OF EDGE OF
 TU3236'DEEP NOTCH IN THE CLIFF-LINE.
 TU3236'
 TU3236'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAU 1927,
 TU3236'CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT BOULDER.  IT IS ABOUT
 TU3236'4 FEET HIGHER THAN STATION.
 TU3236'
 TU3236'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAU 1927,
 TU3236'CEMENTED IN A DRILL HOLE IN A BOULDER AT EAST POINT OF THE DEEP
 TU3236'NOTCH OF CLIFFLINE.
 TU3236
 TU3236                          STATION RECOVERY (1967)
 TU3236
 TU3236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3236'STATION RECOVERED AS DESCRIBED BY H. J. SEABORG IN 1962.
 TU3236'
 TU3236'A NEW TO REACH DESCRIPTION FOLLOWS--
 TU3236'
 TU3236'STATION IS BEST APPROACHED BY LANDING IN SMALL COVE JUST SOUTH
 TU3236'OF KAUMALAPAU LIGHTHOUSE, SCALE CLIFF AND GO SOUTH ALONG EDGE TO
 TU3236'REACH STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1635 ***********************************************************************
 TU1635  DESIGNATION -  KAUA
 TU1635  PID         -  TU1635
 TU1635  STATE/COUNTY-  HI/HONOLULU
 TU1635  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1635
 TU1635                         *CURRENT SURVEY CONTROL
 TU1635  ___________________________________________________________________
 TU1635* NAD 83(1993)-  21 26 29.39975(N)    158 05 55.32973(W)     ADJUSTED  
 TU1635* LOCAL TIDAL -       953.     (meters)    3127.     (feet)  SCALED    
 TU1635  ___________________________________________________________________
 TU1635  EPOCH DATE  -        1993.62
 TU1635  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 TU1635  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU1635
 TU1635  HORZ ORDER  -  SECOND
 TU1635
 TU1635.The horizontal coordinates were established by classical geodetic methods
 TU1635.and adjusted by the National Geodetic Survey in December 1998..
 TU1635.The horizontal coordinates are valid at the epoch date displayed above.
 TU1635.The epoch date for horizontal control is a decimal equivalence
 TU1635.of Year/Month/Day.
 TU1635
 TU1635.The orthometric height was scaled from a topographic map.
 TU1635
 TU1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1635
 TU1635.The geoid height was determined by GEOID03.
 TU1635
 TU1635;                    North         East     Units Scale Factor Converg.
 TU1635;SPC HI 3     -    30,432.732   489,768.420   MT  0.99999129   -0 02 09.9
 TU1635;UTM  04      - 2,371,279.462   593,395.379   MT  0.99970778   +0 19 46.2
 TU1635
 TU1635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1635!SPC HI 3     -   0.99984773  x   0.99999129  =   0.99983902
 TU1635!UTM  04      -   0.99984773  x   0.99970778  =   0.99955556
 TU1635
 TU1635|---------------------------------------------------------------------|
 TU1635| PID    Reference Object                     Distance      Geod. Az  |
 TU1635|                                                           dddmmss.s |
 TU1635| CJ9563 KAUA RM 1                             6.095 METERS 19034     |
 TU1635| TU1696 MAKAHA                              APPROX. 9.7 KM 2870905.9 |
 TU1635|---------------------------------------------------------------------|
 TU1635
 TU1635                          SUPERSEDED SURVEY CONTROL
 TU1635
 TU1635  NAD 83(1986)-  21 26 29.34939(N)    158 05 55.34059(W) AD(       ) 2
 TU1635  OLD HI      -  21 26 40.71300(N)    158 06 05.23200(W) AD(       ) 2
 TU1635
 TU1635.Superseded values are not recommended for survey control.
 TU1635.NGS no longer adjusts projects to the OLD HI datum.
 TU1635.See file dsdata.txt to determine how the superseded data were derived.
 TU1635
 TU1635_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9339571279(NAD 83)
 TU1635_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1635_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1635_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1635
 TU1635  HISTORY     - Date     Condition        Report By
 TU1635  HISTORY     - 1927     MONUMENTED       CGS
 TU1635  HISTORY     - 1961     SEE DESCRIPTION  USN
 TU1635  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1635
 TU1635                          STATION DESCRIPTION
 TU1635
 TU1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1635'IN WESTERN PART OF OAHU, ON THE PEAK OF PUU KAUA IN THE WAIANAE
 TU1635'RANGE.  THE EASIEST ASCENT TO THE STATION IS MADE BY FOLLOWING
 TU1635'THE RIDGE ON THE EASTERN SIDE OF THE RANGE, WHICH IS AT RIGHT
 TU1635'ANGLES TO THE RANGE, AND LEADS DIRECTLY TO THE PEAK.  MARKED
 TU1635'ACCORDING TO NOTE 6A, A STANDARD DISK SET IN CONCRETE IN TOP OF A
 TU1635'5-INCH SOIL PIPE PROJECTING 8 TO 12 INCHES ABOVE SURFACE OF
 TU1635'GROUND.  REFERENCE MARK IS A STANDARD REFERENCE DISK SET IN
 TU1635'CONCRETE IN TOP OF A 5-INCH SOIL PIPE PROJECTING 8 TO 12
 TU1635'INCHES ABOVE SURFACE OF GROUND.  IT IS 6.073 METERS (19.92
 TU1635'FEET) FROM STATION IN AZIMUTH 10 DEG 46 MIN.  RE-MARKED
 TU1635'ACCORDING TO NOTE 14X IN 1929.
 TU1635
 TU1635                          STATION RECOVERY (1961)
 TU1635
 TU1635'RECOVERY NOTE BY US NAVY 1961
 TU1635'THERE IS EVERY EVIDENCE THAT STATION HAS BEEN LIFTED OUT OF THE
 TU1635'GROUND AND THEN PLACED BACK ROUGHLY IN ORIGINAL POSITION.
 TU1635'
 TU1635'IN WESTERN PART OF OAHU, ON THE PEAK OF PUU KAUA IN WAIANAE
 TU1635'RANGE.  THE EASIEST ASCENT TO THE STATION IS MADE BY FOLLOWING
 TU1635'THE RIDGE ON THE EASTERN SIDE OF THE RANGE, WHICH IS AT RIGHT
 TU1635'ANGLES TO THE RANGE, AND LEADS DIRECTLY TO THE PEAK.  MARKED
 TU1635'ACCORDING TO NOTE 6A, A STANDARD DISK SET IN CONCRETE IN TOP OF
 TU1635'A 5-INCH SOIL PIPE PROJECTING 8 TO 12 INCHES ABOVE SURFACE OF
 TU1635'GROUND.  REFERENCE MARK IS A STANDARD REFERENCE DISK SET IN
 TU1635'CONCRETE IN TOP OF 5-INCH SOIL PIPE PROJECTING 3 TO 12 INCHES
 TU1635'ABOVE SURFACE OF GROUND.  IT IS 6.073 METERS (19.92 FEET)
 TU1635'FROM STATION IN AZIMUTH 10 DEG 46 MIN.  RE-MARKED ACCORDING
 TU1635'TO NOTE 14X IN 1929.
 TU1635
 TU1635                          STATION RECOVERY (1964)
 TU1635
 TU1635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1635'STATION WAS RECOVERED AND BOTH MARKS FOUND IN GOOD CONDITION,
 TU1635'ALTHOUGH THERE HAS AT ONE TIME BEEN SOME SLIGHT EROSION WHICH
 TU1635'HAS RESULTED IN A CONCRETE COLLAR AROUND THE STATION PIPE NOW
 TU1635'BEING CLEAR OF THE GROUND ABOUT 2 INCHES.  THE SURFACE OF THE
 TU1635'HILLTOP IS NOW WELL MATTED WITH GRASS AND FERN ROOTS AND THERE
 TU1635'APPEARS TO BE NO DANGER OF FURTHER EROSION.  THE SETTLING
 TU1635'THAT HAS OCCURED IS LIKELY THE RESULT OF THE DISTURBING OF THE
 TU1635'GROUND COVER WHEN THE STATION WAS BUILT.  AN ANGLE CHECK WAS
 TU1635'MADE ON 4 OLD STATIONS, INDICATING THAT THE STATION IS IN ITS
 TU1635'ORIGINAL LOCATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1635'
 TU1635'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF WAIPAHU AND 6 MILES
 TU1635'SOUTHWEST OF WAHIAWA, ON THE SUMMIT OF PUU KAUA, AT 3127 FEET
 TU1635'ELEVATION ALONG THE CREST OF THE WAIANAE RANGE, 2-1/2 MILES SOUTH
 TU1635'OF KOLEKOLE PASS.
 TU1635'
 TU1635'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 75,
 TU1635'1-1/2 MILES WEST OF WAIPAHU, GO NORTH ON STATE HIGHWAY 75 FOR
 TU1635'4.9 MILES TO THE 16TH TEE OF A GOLF COURSE ON RIGHT, AND
 TU1635'PINEAPPLE FIELD ROAD ON LEFT.  GO LEFT, PARALLELING THE HIGHWAY,
 TU1635'FOR 0.05 MILE.  TURN LEFT AND FOLLOW MAIN ROAD ALONG DRAW THROUGH
 TU1635'PINEAPPLE FIELDS FOR 0.6 MILE.  TURN SHARP LEFT AND GO 0.05
 TU1635'MILE TO FORK AT SIGN 3092.  TAKE RIGHT FORK UPHILL THROUGH
 TU1635'FIELD FOR 0.7 MILE TO FORK.  TAKE RIGHT FORK, LEAVING THE
 TU1635'FIELD AND GOING UP INTO CANYON, FOR 0.2 MILE TO LOCKED GATE
 TU1635'(OBTAIN KEY FROM FOREST SERVICE).  PASS THROUGH GATE AND
 TU1635'CONTINUE FOR 0.3 MILE.  TURN SHARP LEFT AND GO UP GRADE FOR 0.25
 TU1635'MILE TO RIGHT-ANGLE BEND OF ROAD, WHERE OLD GRADE CONTINUES
 TU1635'AHEAD.  THIS IS END OF TRUCK TRAVEL.  PACK WEST ON GOOD TRAIL UP
 TU1635'OLD GRADE FOR ABOUT 300 YARDS TO JUNCTION WITH THE HONOULIULI
 TU1635'CONTOUR TRAIL AT ABOUT 1750 FEET ELEVATION.  TURN RIGHT
 TU1635'AND GO ABOUT 160 YARDS TO HAIRPIN LEFT TURN AROUND END OF
 TU1635'RIDGE.  LEAVE THE CONTOUR TRAIL AND GO LEFT ON TRAIL UP
 TU1635'RIDGE TO CREST OF MAIN RANGE, THEN LEFT ABOUT 1/4 MILE TO
 TU1635'STATION.
 TU1635'
 TU1635'STATION MARK IS A STANDARD DISK STAMPED KAUA 1927, SET IN CEMENT IN
 TU1635'THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS 1 FOOT ABOVE
 TU1635'GROUND.  IT IS IN A SMALL OPEN SPOT IN THE FERN-COVERED HILL, ON
 TU1635'NORTH SIDE OF THE LARGE LEHUA TREES.
 TU1635'
 TU1635'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAUA NO
 TU1635'1, SET IN CEMENT IN THE TOP OF A 5-INCH SOIL PIPE THAT
 TU1635'PROJECTS 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1775 ***********************************************************************
 TU1775  DESIGNATION -  KAUAI NORTH BASE 1910
 TU1775  PID         -  TU1775
 TU1775  STATE/COUNTY-  HI/KAUAI
 TU1775  USGS QUAD   -  LIHUE (1996)
 TU1775
 TU1775                         *CURRENT SURVEY CONTROL
 TU1775  ___________________________________________________________________
 TU1775* NAD 83(1993)-  21 58 32.25295(N)    159 24 07.91746(W)     ADJUSTED  
 TU1775* LOCAL TIDAL -       126.0    (meters)     413.     (feet)  VERT ANG  
 TU1775  ___________________________________________________________________
 TU1775  EPOCH DATE  -        1993.62
 TU1775  LAPLACE CORR-          -8.67  (seconds)                    DEFLEC99
 TU1775  GEOID HEIGHT-          15.97  (meters)                     GEOID03
 TU1775
 TU1775  HORZ ORDER  -  THIRD
 TU1775
 TU1775.The horizontal coordinates were established by classical geodetic methods
 TU1775.and adjusted by the National Geodetic Survey in December 1998..
 TU1775.The horizontal coordinates are valid at the epoch date displayed above.
 TU1775.The epoch date for horizontal control is a decimal equivalence
 TU1775.of Year/Month/Day.
 TU1775
 TU1775.The orthometric height was determined by vertical angle observations.
 TU1775
 TU1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1775
 TU1775.The geoid height was determined by GEOID03.
 TU1775
 TU1775;                    North         East     Units Scale Factor Converg.
 TU1775;SPC HI 4     -    15,758.971   510,100.739   MT  0.99999126   +0 02 11.8
 TU1775;UTM  04      - 2,430,183.619   458,477.311   MT  0.99962130   -0 09 01.8
 TU1775
 TU1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1775!SPC HI 4     -   0.99997769  x   0.99999126  =   0.99996895
 TU1775!UTM  04      -   0.99997769  x   0.99962130  =   0.99959900
 TU1775
 TU1775:                Primary Azimuth Mark                     Grid Az
 TU1775:SPC HI 4     -  KALEPA                                   059 02 18.5
 TU1775:UTM  04      -  KALEPA                                   059 13 32.1
 TU1775
 TU1775|---------------------------------------------------------------------|
 TU1775| PID    Reference Object                     Distance      Geod. Az  |
 TU1775|                                                           dddmmss.s |
 TU1775| TU1944 KALEPA                              APPROX. 5.3 KM 0590430.3 |
 TU1775|---------------------------------------------------------------------|
 TU1775
 TU1775                          SUPERSEDED SURVEY CONTROL
 TU1775
 TU1775  NAD 83(1986)-  21 58 32.23158(N)    159 24 07.96263(W) AD(       ) 3
 TU1775  OLD HI      -  21 58 43.54500(N)    159 24 18.02500(W) AD(       ) 3
 TU1775
 TU1775.Superseded values are not recommended for survey control.
 TU1775.NGS no longer adjusts projects to the OLD HI datum.
 TU1775.See file dsdata.txt to determine how the superseded data were derived.
 TU1775
 TU1775_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5847730184(NAD 83)
 TU1775
 TU1775  HISTORY     - Date     Condition        Report By
 TU1775  HISTORY     - 1910     MONUMENTED       CGS
 TU1775  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU1775  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1775  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1775  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1775  HISTORY     - 1983     GOOD             USPSQD
 TU1775  HISTORY     - 19970107 MARK NOT FOUND   USPSQD
 TU1775  HISTORY     - 19970607 GOOD             USPSQD
 TU1775  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 TU1775
 TU1775                          STATION DESCRIPTION
 TU1775
 TU1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1775'IN SOUTHEAST KAUAI, ABOUT 2 MILES WEST OF LIHUE, 1 MILE NORTH OF THE
 TU1775'KOLOA ROAD, AND 1/2 MILE WEST OF THE RESIDENCE OF A. WILCOX.  MARKED
 TU1775'AS FOLLOWS--SUBSURFACE MARK IS 20D NAIL SET IN AN 8 BY 8 INCH BLOCK
 TU1775'OF CONCRETE.  THE SURFACE MARK IS SEPARATED FROM THE SUBSURFACE
 TU1775'MARK BY 1-1/2 INCHES OF SOIL.  IT CONSISTS OF A 1/2-INCH BRASS
 TU1775'BOLT WITH CROSS IN TOP SET IN A BLOCK OF CONCRETE MOLDED IN
 TU1775'JOINT OF 7 BY 24 INCH STOVEPIPE.  PIPE SETS A LITTLE BELOW
 TU1775'SURFACE OF GROUND AND IS COVERED OVER WITH NEAT CEMENT MORTAR.
 TU1775'REFERENCE MARKS WERE AS FOLLOWS--NO. 1 IS BOTTLE IN GROUND
 TU1775'WITH 2 INCHES OF NECK PROJECTING SET IN LINE OF WIRE FENCE
 TU1775'AND NEAR POST.  IT IS 34.9 FEET FROM STATION, IN AZIMUTH 357 DEG
 TU1775'12 MIN.  NO. 2 IS BOTTLE SET IN LINE OF FENCE WITH 2 INCHES
 TU1775'OF NECK PROJECTING, 27.0 FEET FROM STATION, IN AZIMUTH 204 DEG 31
 TU1775'MIN.  NO. 3 SIMILAR TO NO. 2, 10.1 FEET, IN AZIMUTH 54 DEG
 TU1775'36 MIN.
 TU1775
 TU1775                          STATION RECOVERY (1932)
 TU1775
 TU1775'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1932
 TU1775'STATION IS IN SE KAUAI, ABOUT 2 MI. W OF LIHUE, 1 MI. N OF KOLOA
 TU1775'ROAD, 1/2 MI. W OF THE A. WILCOX RESIDENCE, AND ON THE NEW
 TU1775'(1933) BOUNDARY BETWEEN THE GROVE FARM AND LIHUE PLANTATIONS.
 TU1775'
 TU1775'FOUND THE ORIGINAL SUBSURFACE MARK, A 20 D. NAIL SET IN AN 8-BY
 TU1775'8-IN. BLOCK OF CONCRETE 2-1/2 FT. BELOW THE GROUND SURFACE.  NO
 TU1775'REFERENCE MARKS WERE FOUND.
 TU1775'
 TU1775'BUILT A STANDARD TYPE A STATION MONUMENT (PIERS OF RUBBLE MASONRY)
 TU1775'6-1/2 FT. HIGH, OVER A BRONZE DISK SET IN A CONCRETE-FILLED
 TU1775'4-IN. IRON PIPE (OVER THE SUBSURFACE MARK) EMBEDDED ABOUT 2 FT. IN
 TU1775'CONCRETE (18- BY 18-IN.).  THE BRONZE DISK (NEW SURFACE MARK) IS
 TU1775'IS SEPARATED FROM THE SUBSURFACE MARK BY 3 IN. OF SAND.
 TU1775'
 TU1775'STATION IS ACCESSIBLE BY CAR AND IS REACHED BY TAKING A CANE
 TU1775'FIELD ROAD WHICH LEAVES THE LIHUE-KOLOA GOVERNMENT ROAD ABOUT
 TU1775'1/4 MI. E OF THE A. WILCOX RESIDENCE.
 TU1775
 TU1775                          STATION RECOVERY (1958)
 TU1775
 TU1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1775'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1932
 TU1775'WITH THE FOLLOWING ADDITIONS--STATION IS ABOUT 300 FEET SOUTHWEST
 TU1775'OF THE CORNER OF THE WOODS.  ON THE BOUNDARY LINE BETWEEN A SUGAR
 TU1775'CANE AND A PINEAPPLE FIELD, AND AT THE EAST EDGE OF AN IRRIGATION
 TU1775'DITCH.
 TU1775'
 TU1775'TO REACH FROM THE P.O. IN LIHUE, GO 1.95 MILES WEST ALONG THE
 TU1775'MAIN HIGHWAY TO PIHU.  TURN RIGHT AT THE EDGE OF A PINEAPPLE FIELD
 TU1775'AND GO 0.4 NORTHWEST.  TURN RIGHT AND GO 0.4 MILE NORTHEAST,
 TU1775'FOLLOWING ALONG IRRIGATION DITCH TO STATION.
 TU1775
 TU1775                          STATION RECOVERY (1965)
 TU1775
 TU1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1775'STATION MARK WAS RECOVERED IN GOOD CONDITION.  ALL SURROUNDING
 TU1775'FIELDS ARE NOW PLANTED IN SUGAR CANE.  A COMPLETE DISCRIPTION
 TU1775'FOLLOWS--
 TU1775'
 TU1775'STATION IS LOCATED ABOUT 2 MILES WEST OF LIHUE AND 3/4 MILE
 TU1775'NORTHWEST OF PUHI, ON THE NARROW STRIP BETWEEN A 145-YARD-LONG,
 TU1775'NORTH-SOUTH SECTION OF AN IRRIGATION DITCH AND FIELD ROAD, 115
 TU1775'YARDS SOUTH OF TREE LINE WHERE THE SECTION BEGINS AND 30 YARDS
 TU1775'NORTH FROM WHERE ROAD BEGINS GRADUAL LEFT TURN.
 TU1775'
 TU1775'TO REACH STATION FROM THE POST OFFICE IN LIHUE, GO WEST ON STATE
 TU1775'HIGHWAY 50 FOR 1.0 MILE.  TAKE RIGHT FORK AND FOLLOW STRAIGHT,
 TU1775'GRAVELED ROAD FOR 0.9 MILE.  TAKE LEFT FORK, FOLLOWING UP ALONG
 TU1775'NORTH EDGE OF CANE FIELD, FOR 0.6 MILE TO STATION ON RIGHT, 115
 TU1775'YARDS AFTER ROUNDING SHARP LEFT TURN.
 TU1775'
 TU1775'STATION MARK IS AN UNSTAMPED HAWAII TERRITORIAL SURVEY DISK, SET
 TU1775'IN CONCRETE IN THE TOP OF A 3-1/2-INCH IRON PIPE THAT PROJECTS
 TU1775'5 INCHES FROM THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU1775'IS FLUSH WITH GROUND.  IT IS 5 FEET WEST OF EDGE OF ROAD AND 3
 TU1775'FEET EAST OF EDGE OF DITCH.  A TYPE A SIGNAL, BUILT BY THE HAWAII
 TU1775'TERRITORIAL SURVEY IN 1932, IS CENTERED OVER THE STATION
 TU1775'MARK.  THE CONCRETE PLATFORM OF THE SIGNAL IS 6 FEET ABOVE GROUND,
 TU1775'SUPPORTED ON EAST AND WEST SIDES BY STONE AND MORTAR WALLS.  A
 TU1775'RED AND WHITE METAL TARGET EXTENDS ABOUT 8 FEET ABOVE THE
 TU1775'PLATFORM.  THE IRRIGATION DITCH HAS BEEN LINED WITH
 TU1775'CONCRETE WHERE IT PASSES THE STATION TO PREVENT UNDERMINING OF
 TU1775'THE WEST WALL OF THE TYPE A SIGNAL.
 TU1775
 TU1775                          STATION RECOVERY (1969)
 TU1775
 TU1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU1775'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1775'
 TU1775'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1775'2.1 MILES WEST OF LIHUE.
 TU1775
 TU1775                          STATION RECOVERY (1983)
 TU1775
 TU1775'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1775'UNSTAMPED.  STATION RECOVERED GOOD.  RECOVERED AS DESCRIBED BY DMW
 TU1775'1965.  REVISE DIRECTIONS TO TAKE FIRT RIGHT TURN BY FIRST HOUSE ON
 TU1775'RIGHT AFTER PASSING SHOPPING CENTER W. OF LIHUE ON ST. RD 50.
 TU1775'TRAVEL 0.2 MILE, TURN LEFT AND PROCEED PER DMW 1965 ROUTE.
 TU1775
 TU1775                          STATION RECOVERY (1997)
 TU1775
 TU1775'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1775'MARK NOT FOUND.
 TU1775
 TU1775                          STATION RECOVERY (1997)
 TU1775
 TU1775'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1775'RECOVERED IN GOOD CONDITION.
 TU1775
 TU1775                          STATION RECOVERY (1998)
 TU1775
 TU1775'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1770 ***********************************************************************
 TU1770  DESIGNATION -  KAUAI SOUTH BASE
 TU1770  PID         -  TU1770
 TU1770  STATE/COUNTY-  HI/KAUAI
 TU1770  USGS QUAD   -  LIHUE (1996)
 TU1770
 TU1770                         *CURRENT SURVEY CONTROL
 TU1770  ___________________________________________________________________
 TU1770* NAD 83(1993)-  21 57 01.59533(N)    159 22 45.51407(W)     ADJUSTED  
 TU1770* LOCAL TIDAL -        70.0    (meters)     230.     (feet)  VERT ANG  
 TU1770  ___________________________________________________________________
 TU1770  EPOCH DATE  -        1993.62
 TU1770  X           -  -5,539,427.158 (meters)                     COMP
 TU1770  Y           -  -2,084,417.099 (meters)                     COMP
 TU1770  Z           -   2,369,356.386 (meters)                     COMP
 TU1770  LAPLACE CORR-          -9.79  (seconds)                    DEFLEC99
 TU1770  ELLIP HEIGHT-          86.23  (meters)          (11/30/94) GPS OBS
 TU1770  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU1770
 TU1770  HORZ ORDER  -  FIRST
 TU1770  ELLP ORDER  -  FIFTH     CLASS I
 TU1770
 TU1770.The horizontal coordinates were established by GPS observations
 TU1770.and adjusted by the National Geodetic Survey in November 1994..
 TU1770.No horizontal observational check was made to the station.
 TU1770.The horizontal coordinates are valid at the epoch date displayed above.
 TU1770.The epoch date for horizontal control is a decimal equivalence
 TU1770.of Year/Month/Day.
 TU1770
 TU1770.The orthometric height was determined by vertical angle observations.
 TU1770
 TU1770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1770
 TU1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1770
 TU1770.The ellipsoidal height was determined by GPS observations
 TU1770.and is referenced to NAD 83.
 TU1770
 TU1770.The geoid height was determined by GEOID03.
 TU1770
 TU1770;                    North         East     Units Scale Factor Converg.
 TU1770;SPC HI 4     -    12,972.210   512,466.972   MT  0.99999192   +0 02 42.4
 TU1770;UTM  04      - 2,427,390.188   460,833.561   MT  0.99961895   -0 08 30.4
 TU1770
 TU1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1770!SPC HI 4     -   0.99998645  x   0.99999192  =   0.99997837
 TU1770!UTM  04      -   0.99998645  x   0.99961895  =   0.99960540
 TU1770
 TU1770:                Primary Azimuth Mark                     Grid Az
 TU1770:SPC HI 4     -  LAAUKAHI RESET                           261 28 35.7
 TU1770:UTM  04      -  LAAUKAHI RESET                           261 39 48.5
 TU1770
 TU1770|---------------------------------------------------------------------|
 TU1770| PID    Reference Object                     Distance      Geod. Az  |
 TU1770|                                                           dddmmss.s |
 TU1770| TU1781 LAAUKAHI RESET                      APPROX. 8.3 KM 2613118.1 |
 TU1770|---------------------------------------------------------------------|
 TU1770
 TU1770                          SUPERSEDED SURVEY CONTROL
 TU1770
 TU1770  NAD 83(1986)-  21 57 01.58015(N)    159 22 45.56138(W) AD(       ) 3
 TU1770  OLD HI      -  21 57 12.88900(N)    159 22 55.61500(W) AD(       ) 3
 TU1770
 TU1770.Superseded values are not recommended for survey control.
 TU1770.NGS no longer adjusts projects to the OLD HI datum.
 TU1770.See file dsdata.txt to determine how the superseded data were derived.
 TU1770
 TU1770_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6083427390(NAD 83)
 TU1770_MARKER: N = NAIL
 TU1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1770_SP_SET: CONCRETE POST
 TU1770_MARK LOGO: NONE  
 TU1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU1770+STABILITY: SURFACE MOTION
 TU1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1770+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU1770
 TU1770  HISTORY     - Date     Condition        Report By
 TU1770  HISTORY     - 1910     MONUMENTED       CGS
 TU1770  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU1770  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1770  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1770  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1770  HISTORY     - 1983     GOOD             USPSQD
 TU1770  HISTORY     - 19910624 GOOD             USPSQD
 TU1770  HISTORY     - 19930807 GOOD             NOS
 TU1770  HISTORY     - 19970607 GOOD             USPSQD
 TU1770  HISTORY     - 19980815 GOOD             USPSQD
 TU1770  HISTORY     - 20040424 MARK NOT FOUND   USPSQD
 TU1770
 TU1770                          STATION DESCRIPTION
 TU1770
 TU1770'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1770'IN SOUTHEASTERN KAUAI, IN A PASTURE ABOUT 2 MILES SOUTHWEST OF
 TU1770'NAWILIWILI AND 1/2 MILE NORTH OF THE HULEIA RIVER, AT TOP OF A STEEP
 TU1770'GRASSY SLOPE RUNNING BACK FROM THE RIVER, 2-1/2 METERS FROM WIRE
 TU1770'FENCE BETWEEN PASTURE AND CANE FIELD, ABOUT 200 METERS FROM ROAD,
 TU1770'AND 300 METERS FROM FORK IN ROAD.  MARKED BY SUBSURFACE MARK
 TU1770'CONSISTING OF A 20D NAIL SET IN A CYLINDRICAL BLOCK OF CONCRETE
 TU1770'8 BY 8 INCHES MOLDED IN PLACE.  TOP OF CONCRETE IS ABOUT 2.4
 TU1770'FEET BELOW SURFACE.  SURFACE MARK IS A 1/2-INCH BRASS BOLT WITH
 TU1770'CROSS IN TOP SET IN A BLOCK OF CONCRETE WHICH WAS MOLDED IN A
 TU1770'7-INCH BY 2-FOOT JOINT OF STOVEPIPE.  TOP OF PIPE A LITTLE BELOW
 TU1770'SURFACE, BUT MORTAR AND CEMENT CONTINUED TO SURFACE.  BOLT
 TU1770'PROJECTS 1/4 INCH.  REFERENCE MARKS WERE AS FOLLOWS--NO. 1,
 TU1770'FIVE NAILS DRIVEN IN A POST, FOUR AS A SQUARE WITH FIFTH IN
 TU1770'CENTER, 25 METERS, 40 DEG 20 MIN NO. 2, FIVE NAILS DRIVEN
 TU1770'IN FENCE POST, 35 METERS, 212 DEG 10 MIN.
 TU1770
 TU1770                          STATION RECOVERY (1932)
 TU1770
 TU1770'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1932
 TU1770'STATION IS IN SE KAUAI, AT THE EDGE OF A CANE FIELD, ABOUT 2-1/2
 TU1770'MI. SW OF NAWILIWILI, 1/2 MI. N OF HULEIA RIVER, AND AT THE TOP OF
 TU1770'A STEEP WOODED SLOPE RUNNING BACK FROM THE RIVER.
 TU1770'
 TU1770'FOUND THE ORIGINAL MARK, A 1/2-IN. BRASS BOLT WITH A CROSS IN
 TU1770'TOP SET IN A BLOCK OF CONCRETE WHICH WAS MOULDED IN A 7-IN. BY
 TU1770'2-FT. JOINT OF STOVEPIPE.  THE TOP OF THE PIPE WAS A LITTLE BELOW
 TU1770'THE GROUND SURFACE, BUT MORTAR AND CEMENT CONTINUE TO THE
 TU1770'SURFACE.  NO REFERENCE MARKS WERE FOUND.
 TU1770'
 TU1770'BUILT A STANDARD TYPE A STATION MONUMENT (PIERS OF RUBBLE
 TU1770'MASONRY), 8 FT. HIGH, OVER THE ORIGINAL MARK.
 TU1770'
 TU1770'STATION IS APPROACHED BY WALKING THROUGH A CANE FIELD FROM THE
 TU1770'INTERSECTION OF THE MALUMALU-HULEIA GOVERNMENT ROADS.
 TU1770
 TU1770                          STATION RECOVERY (1958)
 TU1770
 TU1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1770'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1932
 TU1770'WITH THE FOLLOWING ADDITIONS--A CAR CAN NOW BE DRIVEN TO THE
 TU1770'STATION.
 TU1770'
 TU1770'TO REACH FROM THE P.O. IN LIHUE, GO WEST ALONG THE MAIN HIGHWAY
 TU1770'FOR 0.55 MILES TO THE ROAD JUNCTION.  TURN LEFT AND GO 0.5
 TU1770'MILE.  TURN RIGHT AND GO 1.5 MILES S.W. ALONG THE OLD PAVED ROAD
 TU1770'THROUGH A SCENIC RAVINE.  TURN LEFT ON DIRT ROAD LEADING TO
 TU1770'NAWILIWILI HARBOR FOR 0.15 MILE.  TURN RIGHT AND GO 0.1 MILE ON
 TU1770'DIRT ROAD THROUGH SUGAR CANE FIELD TO STATION AT THE EDGE OF
 TU1770'TIMBER LINE.
 TU1770
 TU1770                          STATION RECOVERY (1965)
 TU1770
 TU1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1770'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER THE WEST WALL
 TU1770'OF THE TYPE A SIGNAL WAS BEGINNING TO FALL APART, SO IT WAS REBUILT
 TU1770'WITH STONES AND CONCRETE.  NONE OF THE OLD TEMPORARY REFERENCE
 TU1770'MARKS WERE RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1770'
 TU1770'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF LIHUE, 1-3/4
 TU1770'MILES WEST-SOUTHWEST OF NAWILIWILI, 0.3 MILE NORTH OF THE HULEIA
 TU1770'RIVER AND 0.1 MILE SOUTH OF HULEMALU ROAD, AT ABOUT 230 FEET
 TU1770'EVELATION, ALONG THE EAST SIDE OF A CANE-FIELD ROAD AND IN THE
 TU1770'SOUTHEAST ANGLE OF THE INTERSECTION OF A SIDE ROAD WITH THIS
 TU1770'ROAD, AND AT THE NORTHWEST CORNER OF A GROVE OF LARGE TREES AT
 TU1770'THE HEAD OF A CANYON RUNNING UP FROM THE RIVER.
 TU1770'
 TU1770'TO REACH STATION FROM THE POST OFFICE IN LIHUE, GO WEST ON STATE
 TU1770'HIGHWAY 50 FOR 0.55 MILE.  TURN LEFT ON STATE HIGHWAY 501 AND GO
 TU1770'0.5 MILE.  TURN RIGHT AND GO SOUTH ON HALEHAKA RD. FOR 1.5 MILES
 TU1770'TO T-INTERSECTION.  TURN LEFT AND GO SOUTH ON CANE-FIELD ROAD FOR
 TU1770'0.1 MILE TO STATION ON LEFT.
 TU1770'
 TU1770'STATION MARK IS A 3/4-INCH BRASS PIN THAT PROJECTS 1/2-INCH FROM
 TU1770'THE TOP OF AN 8-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 2
 TU1770'INCHES FROM GROUND.  IT IS SET ON SLOPING GROUND BETWEEN ROAD
 TU1770'AND TREES, 24 FEET EAST OF CENTER-LINE OF MAIN FIELD ROAD AND
 TU1770'6 FEET SOUTHEAST FROM EDGE OF THE SIDE-ROAD.
 TU1770'
 TU1770'THE TYPE A SIGNAL, BUILT IN 1932 BY THE HAWAII TERRITORIAL
 TU1770'SURVEY, HAS A 6-FOOT-SQUARE, CONCRETE PLATFORM 8 FEET ABOVE
 TU1770'GROUND, SUPPORTED BY STONE AND MORTAR WALLS ON THE EAST AND WEST
 TU1770'SIDES.  A RED AND WHITE METAL TARGET EXTENDS ABOUT 8 FEET ABOVE
 TU1770'THE PLATFORM.
 TU1770
 TU1770                          STATION RECOVERY (1969)
 TU1770
 TU1770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU1770'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1770'
 TU1770'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1770'1.7 MILES SOUTHEAST OF NAWILIWILI.
 TU1770
 TU1770                          STATION RECOVERY (1983)
 TU1770
 TU1770'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1770'DISC RECOVERED GOOD - STATION RECOVERED.  LOCATED OFF OF HULEMALU
 TU1770'ROAD.  FOLLOW INSTRUCTIONS PER DMW 1965.  HALEHAKA RD TO HULEMALU,
 TU1770'TURN LEFT.  1ST RT CANE ROAD LEADS TO TYPE A SIGNAL.
 TU1770
 TU1770                          STATION RECOVERY (1991)
 TU1770
 TU1770'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1770'RECOVERED IN GOOD CONDITION.
 TU1770
 TU1770                          STATION RECOVERY (1993)
 TU1770
 TU1770'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU1770'RECOVERED AS DESCRIBED.
 TU1770
 TU1770                          STATION RECOVERY (1997)
 TU1770
 TU1770'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1770'RECOVERED IN GOOD CONDITION.
 TU1770
 TU1770                          STATION RECOVERY (1998)
 TU1770
 TU1770'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1770'RECOVERED IN GOOD CONDITION.
 TU1770
 TU1770                          STATION RECOVERY (2004)
 TU1770
 TU1770'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 TU1770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1007 ***********************************************************************
 TU1007  DESIGNATION -  KAUAI VLBI KOKEE PARK 1311
 TU1007  PID         -  TU1007
 TU1007  STATE/COUNTY-  HI/KAUAI
 TU1007  USGS QUAD   -  MAKAHA POINT (1983)
 TU1007
 TU1007                         *CURRENT SURVEY CONTROL
 TU1007  ___________________________________________________________________
 TU1007* NAD 83(1993)-  22 07 34.66098(N)    159 39 54.53056(W)     ADJUSTED  
 TU1007* LOCAL TIDAL -      1150.6    (meters)    3775.     (feet)  GPS OBS   
 TU1007  ___________________________________________________________________
 TU1007  EPOCH DATE  -        1993.62
 TU1007  X           -  -5,543,845.351 (meters)                     COMP
 TU1007  Y           -  -2,054,565.255 (meters)                     COMP
 TU1007  Z           -   2,387,813.470 (meters)                     COMP
 TU1007  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 TU1007  ELLIP HEIGHT-        1167.98  (meters)          (11/30/94) GPS OBS
 TU1007  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU1007
 TU1007  HORZ ORDER  -  A
 TU1007  ELLP ORDER  -  THIRD     CLASS II
 TU1007
 TU1007.The horizontal coordinates were established by GPS observations
 TU1007.and adjusted by the National Geodetic Survey in November 1994..
 TU1007.The horizontal coordinates are valid at the epoch date displayed above.
 TU1007.The epoch date for horizontal control is a decimal equivalence
 TU1007.of Year/Month/Day.
 TU1007
 TU1007.The orthometric height was determined by GPS observations and a
 TU1007.high-resolution geoid model.
 TU1007
 TU1007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1007
 TU1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1007
 TU1007.The ellipsoidal height was determined by GPS observations
 TU1007.and is referenced to NAD 83.
 TU1007
 TU1007.The geoid height was determined by GEOID03.
 TU1007
 TU1007;                    North         East     Units Scale Factor Converg.
 TU1007;SPC HI 4     -    32,448.539   482,961.821   MT  0.99999359   -0 03 43.9
 TU1007;UTM  04      - 2,446,956.096   431,402.773   MT  0.99965814   -0 15 01.9
 TU1007
 TU1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1007!SPC HI 4     -   0.99981647  x   0.99999359  =   0.99981006
 TU1007!UTM  04      -   0.99981647  x   0.99965814  =   0.99947467
 TU1007
 TU1007                          SUPERSEDED SURVEY CONTROL
 TU1007
 TU1007  NAD 83(1993)-  22 07 34.66098(N)    159 39 54.53056(W) AD(1993.62) 1
 TU1007  NAD 83(1993)-  22 07 34.65010(N)    159 39 54.51982(W) AD(       ) A
 TU1007  ELLIP H (04/03/92) 1167.96   (m)                       GP(       ) 1 1
 TU1007  NAD 83(1986)-  22 07 34.64609(N)    159 39 54.51514(W) AD(       ) 1
 TU1007
 TU1007.Superseded values are not recommended for survey control.
 TU1007.NGS no longer adjusts projects to the OLD HI datum.
 TU1007.See file dsdata.txt to determine how the superseded data were derived.
 TU1007
 TU1007_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3140346956(NAD 83)
 TU1007_MARKER: Z = SEE DESCRIPTION
 TU1007_SETTING: 0 = UNSPECIFIED SETTING
 TU1007_MARK LOGO: NASA  
 TU1007_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU1007+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TU1007
 TU1007  HISTORY     - Date     Condition        Report By
 TU1007  HISTORY     - 1984     MONUMENTED       NASA
 TU1007  HISTORY     - 1986     GOOD
 TU1007  HISTORY     - 19970610 GOOD             USPSQD
 TU1007
 TU1007                          STATION DESCRIPTION
 TU1007
 TU1007'DESCRIBED BY NAT AERO SPACE ADMIN 1984
 TU1007'PRIMARY SCIENTIFIC PURPOSES - MEASUREMENTS SUPPORTING THE
 TU1007'DETERMINATION OF GLOBAL PLATE MOTION
 TU1007'SITE DESCRIPTION - THE SITE IS IN KOKEE PARK WAIMEA, KAUAI.  KAUAI IS
 TU1007'THE NORTHERN MOST ISLAND OF THE EIGHT MAJOR ISLANDS OF THE STATE OF
 TU1007'HAWAII.  A 9-METER ANTENNA IS USED FOR VLBI MEASUREMENTS STUDYING
 TU1007'PLATE MOTION.  A MOVILE LASER FACILITY IS LOCATED AT THE COMMAND SITE
 TU1007'OF THE HAWAIIAN STDN STATION.  THE LASER SITE HAS BEEN ABANDONED.
 TU1007'THE MARK IS AN AZ-EL AXIS OF THE 9-METER ANTENNA.
 TU1007'SITE TOPO MAP - MAP OF KAUAI, THE GARDEN ISLE.
 TU1007'GEOLOGICAL PROVINCE - HAWAIIAN ARCHIPELAGO.
 TU1007'LOCAL GEOLOGY - THE ISLANDS PROBABLE ORIGINATED AS THE RESULT OF
 TU1007'MOTION OF THE PACIFIC PLATE OVER A FIXED HOT SPOT.  THE HOT SPOT
 TU1007'HAS BEEN RELEASING MAGMA FROM FRACTURES AS THE PLATE MOVED NORTHWEST.
 TU1007
 TU1007                          STATION RECOVERY (1986)
 TU1007
 TU1007'RECOVERED 1986
 TU1007'RECOVERED IN GOOD CONDITION.
 TU1007
 TU1007                          STATION RECOVERY (1997)
 TU1007
 TU1007'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3365 ***********************************************************************
 TU3365  DESIGNATION -  KAUHAKO
 TU3365  PID         -  TU3365
 TU3365  STATE/COUNTY-  HI/KALAWAO
 TU3365  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3365
 TU3365                         *CURRENT SURVEY CONTROL
 TU3365  ___________________________________________________________________
 TU3365* NAD 83(1993)-  21 11 13.30622(N)    156 58 05.16941(W)     ADJUSTED  
 TU3365* LOCAL TIDAL -       124.     (meters)     407.     (feet)  VERT ANG  
 TU3365  ___________________________________________________________________
 TU3365  EPOCH DATE  -        1993.62
 TU3365  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 TU3365  GEOID HEIGHT-          15.02  (meters)                     GEOID03
 TU3365
 TU3365  HORZ ORDER  -  SECOND
 TU3365
 TU3365.The horizontal coordinates were established by classical geodetic methods
 TU3365.and adjusted by the National Geodetic Survey in December 1998..
 TU3365.The horizontal coordinates are valid at the epoch date displayed above.
 TU3365.The epoch date for horizontal control is a decimal equivalence
 TU3365.of Year/Month/Day.
 TU3365
 TU3365.The orthometric height was determined by vertical angle observations.
 TU3365.No vertical observational check was made to the station.
 TU3365
 TU3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3365
 TU3365.The geoid height was determined by GEOID03.
 TU3365
 TU3365;                    North         East     Units Scale Factor Converg.
 TU3365;SPC HI 2     -    94,542.675   468,699.727   MT  0.99997877   -0 06 32.2
 TU3365;UTM  04      - 2,344,199.136   710,941.389   MT  1.00014989   +0 44 04.7
 TU3365
 TU3365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3365!SPC HI 2     -   0.99997815  x   0.99997877  =   0.99995692
 TU3365!UTM  04      -   0.99997815  x   1.00014989  =   1.00012804
 TU3365
 TU3365|---------------------------------------------------------------------|
 TU3365| PID    Reference Object                     Distance      Geod. Az  |
 TU3365|                                                           dddmmss.s |
 TU3365| CN5382 KAUHAKO RM 1                          5.638 METERS 18445     |
 TU3365| CN5383 KAUHAKO RM 2                         10.563 METERS 23720     |
 TU3365| TU3369 KALAWAO RESET                       APPROX. 2.5 KM 3554513.5 |
 TU3365| TU3368 MOLOKAI LIGHTHOUSE                  APPROX. 2.5 KM 3561658.6 |
 TU3365|---------------------------------------------------------------------|
 TU3365
 TU3365                          SUPERSEDED SURVEY CONTROL
 TU3365
 TU3365  NAD 83(1986)-  21 11 13.26820(N)    156 58 05.11710(W) AD(       ) 2
 TU3365  OLD HI      -  21 11 24.74000(N)    156 58 15.25000(W) AD(       ) 2
 TU3365
 TU3365.Superseded values are not recommended for survey control.
 TU3365.NGS no longer adjusts projects to the OLD HI datum.
 TU3365.See file dsdata.txt to determine how the superseded data were derived.
 TU3365
 TU3365_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1094144199(NAD 83)
 TU3365
 TU3365  HISTORY     - Date     Condition        Report By
 TU3365  HISTORY     - 1890     MONUMENTED       CGS
 TU3365  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3365  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3365
 TU3365                          STATION DESCRIPTION
 TU3365
 TU3365'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3365'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3365'HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION MARK
 TU3365'WAS A 4 X 4 REDWOOD POST REFERENCED BY 3 CROSSES ON STONES.  THE
 TU3365'STATION WAS RECOVERED AND FOUND TO BE NOW MARKED BY A PIPE SET IN
 TU3365'CONCRETE.  TWO OF THE 3 CROSSES WERE RECOVERED.  TWO REFERENCE
 TU3365'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3365'
 TU3365'STATION IS LOCATED ABOUT IN THE EXACT SOUTH-CENTRAL PART OF
 TU3365'MAKANALUA PENINSULA, ABOUT 1 MILE DUE EAST OF THE VILLAGE OF
 TU3365'KALAUPAPA AND ON THE WEST RIM OF KAUHAKO CRATER, AN EXTINCT
 TU3365'VOLCANO.  THERE IS A LARGE WHITE CROSS AND SEVERAL BURIAL VAULTS
 TU3365'ON THE SUMMIT OF THE HILL.
 TU3365'
 TU3365'TO REACH FROM THE POST OFFICE IN KALAUPAPA, GO EASTERLY ON MAIN
 TU3365'PAVED ROAD FOR 0.25 MILE TO END OF PAVED ROAD.  CONTINUE EAST ON
 TU3365'GRAVELED ROAD FOR 0.7 MILE TO A WHITE SHACK ON RIGHT.  CONTINUE
 TU3365'AHEAD FOR 0.35 MILE TO A SIDE ROAD LEFT AND SIGN KAUHAKO
 TU3365'CRATER.  TURN LEFT AND GO UPGRADE ON TRACK ROAD FOR 0.05 MILE TO
 TU3365'FORK.  TAKE LEFT FORK AND GO 0.3 MILE TO TOP AND STATION ON
 TU3365'RIGHT.
 TU3365'
 TU3365'STATION MARK IS A 1-1/2-INCH IRON PIPE SET IN A 2-FOOT-DIAMETER
 TU3365'MASS OF CONCRETE AND PROJECTING ABOUT 4 INCHES ABOVE GROUND.  A
 TU3365'1-INCH IRON PIPE IS DRIVEN INTO THE STATION PIPE AND PROJECTS
 TU3365'ABOUT 2 FEET ABOVE THE GROUND.  IT IS 35.2 FEET EAST-NORTHEAST OF
 TU3365'THE WHITE CROSS AND NEAR EDGE OF CRATER RIM.
 TU3365'
 TU3365'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAUHAKO NO
 TU3365'1 1962, CEMENTED IN A BEDROCK OUTCROP AT ABOUT SAME ELEVATION AS
 TU3365'STATION.
 TU3365'
 TU3365'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAUHAKO NO
 TU3365'2 1962, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE
 TU3365'WHITE CROSS.  IT IS AT THE EAST SIDE OF THE CROSS, ABOUT 2 FEET
 TU3365'ABOVE GROUND LEVEL AND ABOUT 3 FEET LOWER THAN THE STATION.
 TU3365'
 TU3365'EAST CROSS IS 5.7 FEET FROM STATION.
 TU3365'
 TU3365'SOUTHWEST CROSS IS 7.5 FEET FROM STATION.
 TU3365'
 TU3365'STATION KALAWAO WILL SERVE AS THE AZIMUTH MARK.
 TU3365
 TU3365                          STATION RECOVERY (1969)
 TU3365
 TU3365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RLN)
 TU3365'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 TU3365'APPARENT GOOD CONDITION AS DESCRIBED IN THE 1962 RECOVERY
 TU3365'DESCRIPTION OF H.J. SEABORG WITH THE EXCEPTION THAT THE CHISELED
 TU3365'CROSS TO THE EAST IS AT A DISTANCE OF 5.9 FEET.
 TU3365'
 TU3365'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3365'3/4 NMI EAST FROM KALAUPAPA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1565 ***********************************************************************
 TU1565  DESIGNATION -  KAUHAO
 TU1565  PID         -  TU1565
 TU1565  STATE/COUNTY-  HI/HONOLULU
 TU1565  USGS QUAD   -  KAENA (1983)
 TU1565
 TU1565                         *CURRENT SURVEY CONTROL
 TU1565  ___________________________________________________________________
 TU1565* NAD 83(1993)-  21 34 25.37884(N)    158 14 01.98286(W)     ADJUSTED  
 TU1565* LOCAL TIDAL -       332.     (meters)    1089.     (feet)  SCALED    
 TU1565  ___________________________________________________________________
 TU1565  EPOCH DATE  -        1993.62
 TU1565  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 TU1565  GEOID HEIGHT-          14.69  (meters)                     GEOID03
 TU1565
 TU1565  HORZ ORDER  -  THIRD
 TU1565
 TU1565.The horizontal coordinates were established by classical geodetic methods
 TU1565.and adjusted by the National Geodetic Survey in December 1998..
 TU1565.The horizontal coordinates are valid at the epoch date displayed above.
 TU1565.The epoch date for horizontal control is a decimal equivalence
 TU1565.of Year/Month/Day.
 TU1565
 TU1565.The orthometric height was scaled from a topographic map.
 TU1565
 TU1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1565
 TU1565.The geoid height was determined by GEOID03.
 TU1565
 TU1565;                    North         East     Units Scale Factor Converg.
 TU1565;SPC HI 3     -    45,087.032   475,777.302   MT  0.99999725   -0 05 09.6
 TU1565;UTM  04      - 2,385,839.539   579,315.020   MT  0.99967773   +0 16 54.2
 TU1565
 TU1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1565!SPC HI 3     -   0.99994551  x   0.99999725  =   0.99994276
 TU1565!UTM  04      -   0.99994551  x   0.99967773  =   0.99962326
 TU1565
 TU1565:                Primary Azimuth Mark                     Grid Az
 TU1565:SPC HI 3     -  WEST RADIO TOWER                         066 39 32.2
 TU1565:UTM  04      -  WEST RADIO TOWER                         066 17 28.4
 TU1565
 TU1565|---------------------------------------------------------------------|
 TU1565| PID    Reference Object                     Distance      Geod. Az  |
 TU1565|                                                           dddmmss.s |
 TU1565| TU1564 WEST RADIO TOWER                    APPROX. 1.0 KM 0663422.6 |
 TU1565| TU1550 WHITE WATER TANK                    APPROX. 2.8 KM 0782337.6 |
 TU1565| TU1555 TURTLE HEAD                         APPROX. 2.3 KM 0834551.2 |
 TU1565| CJ9565 KAUHAO RM 2                          48.974 METERS 18820     |
 TU1565| CJ9564 KAUHAO RM 1                          11.832 METERS 24147     |
 TU1565| TU1571 ALEI                                APPROX. 0.5 KM 2633844.8 |
 TU1565| TU0559 LUCK                                APPROX. 1.1 KM 3073038.1 |
 TU1565|---------------------------------------------------------------------|
 TU1565
 TU1565                          SUPERSEDED SURVEY CONTROL
 TU1565
 TU1565  NAD 83(1986)-  21 34 25.32809(N)    158 14 01.99487(W) AD(       ) 3
 TU1565  OLD HI      -  21 34 36.71200(N)    158 14 11.93500(W) AD(       ) 3
 TU1565
 TU1565.Superseded values are not recommended for survey control.
 TU1565.NGS no longer adjusts projects to the OLD HI datum.
 TU1565.See file dsdata.txt to determine how the superseded data were derived.
 TU1565
 TU1565_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7931585840(NAD 83)
 TU1565_MARKER: Z = SEE DESCRIPTION
 TU1565_SETTING: 0 = UNSPECIFIED SETTING
 TU1565
 TU1565  HISTORY     - Date     Condition        Report By
 TU1565  HISTORY     - 1932     MONUMENTED       CGS
 TU1565  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TU1565  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1565
 TU1565                          STATION DESCRIPTION
 TU1565
 TU1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1565'STATION IS 3 MILES E OF KAENA POINT, MIDWAY BETWEEN KAUHAO AND ALEI
 TU1565'PALIS, AT EDGE OF BLUFF.
 TU1565'
 TU1565'STATION CAN BEST BE REACHED BY A TRAIL STARTING FROM A RED
 TU1565'HOUSE 1/2 MILE W OF Y.M.C.A. CAMP, FOLLOWING A SMALL WATER
 TU1565'LINE, AND UP THE FIRST DRAW W OF THE STATION.
 TU1565'
 TU1565'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE
 TU1565'IN DEPRESSIONS IN BOULDERS.
 TU1565'
 TU1565'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1565
 TU1565                          STATION RECOVERY (1957)
 TU1565
 TU1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRP)
 TU1565'RECOVERED AS DESCRIBED.  STATION IN GOOD CONDITION.  RED
 TU1565'HOUSE MENTIONED IN DESCRIPTION BURNED DOWN ABOUT 1930, HOWEVER
 TU1565'ANOTHER HOUSE, BELONGING TO A MR. BOWMAN, OCCUPIES THE SAME
 TU1565'GENERAL LOCATION AS THE FORMER RED HOUSE.
 TU1565
 TU1565                          STATION RECOVERY (1964)
 TU1565
 TU1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1565'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 TU1565'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1565'
 TU1565'STATION IS LOCATED ABOUT 3 MILES EAST OF KAENA POINT AND 3/4
 TU1565'MILE SOUTHWEST OF CAMP ERDMAN AT EDGE OF BLUFF ABOVE KAUHAO PALI.
 TU1565'
 TU1565'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1565'STATE HIGHWAY 90 FOR 9.1 MILES TO PAVED SIDE ROAD RIGHT.  TURN
 TU1565'RIGHT AND GO 2.0 MILES TO TOP OF HILL AND T-JUNCTION AT GUARD
 TU1565'SHACK.  TURN RIGHT AND GO 0.6 MILE.  TAKE RIGHT FORK AND FOLLOW
 TU1565'TRACK ROAD DOWN GRADE, CROSSING CANYON AND GOING UP OTHER SIDE,
 TU1565'FOR 0.9 MILE TO TOP OF RIDGE. TURN SHARP LEFT AND GO DOWN ALONG
 TU1565'RIDGE FOR 0.45 MILE TO FORK.  TAKE RIGHT FORK OVER TOP OF RIDGE
 TU1565'FOR 0.3 MILE.  TAKE DIM RIGHT FORK AND GO DOWN SPUR RIDGE FOR
 TU1565'0.2 MILE TO END OF ROAD.  PACK NORTHEAST, DOWN ACROSS DRAW
 TU1565'AND UP ONTO THE NEXT RIDGE, THEN NORTHERLY DOWN ALONG IT
 TU1565'ABOUT 1/4 MILE TO STATION.  (ABOUT A 20-MINUTE PACK).
 TU1565'
 TU1565'STATION MARK IS A STANDARD DISK STAMPED KAUHAO 1932, CEMENTED
 TU1565'IN A DRILL HOLE IN A 2 X 3-FOOT BOULDER THAT PROJECTS 6 INCHES
 TU1565'ABOVE GROUND.  IT IS IN AN AREA COVERED WITH LANTANA AND TALL
 TU1565'GRASS, AT EXTREME NORTH END OF HILL, ABOUT 15 YARDS UP ABOVE
 TU1565'THE ROCK LINE.
 TU1565'
 TU1565'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAUHAO
 TU1565'NO 1, CEMENTED IN A DRILL HOLE IN A 2-1/2-FOOT BOULDER THAT
 TU1565'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 16 FEET SOUTH FROM EDGE OF
 TU1565'BLUFF AND 2.1 FEET HIGHER THAN STATION MARK.
 TU1565'
 TU1565'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED (KAUHAO
 TU1565'NO 2, CEMENTED IN A DRILL HOLE IN THE 8-INCH EXPOSED SECTION OF
 TU1565'A BOULDER THAT PROJECTS 3 INCHES ABOVE GROUND ON THE WEST
 TU1565'SIDE.  IT IS AT THE NORTH END OF THE BARE RED-DIRT AREA ON THE
 TU1565'NORTH SLOPE OF THE HIGHER KNOLL TO SOUTH OF STATION, 16 FEET
 TU1565'NORTHEAST OF A SMALL, LONE IRONWOOD TREE AND 20.5 FEET HIGHER
 TU1565'THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2421 ***********************************************************************
 TU2421  DESIGNATION -  KAUHAO 1914
 TU2421  PID         -  TU2421
 TU2421  STATE/COUNTY-  HI/HAWAII
 TU2421  USGS QUAD   -  WOOD VALLEY (1981)
 TU2421
 TU2421                         *CURRENT SURVEY CONTROL
 TU2421  ___________________________________________________________________
 TU2421* NAD 83(1993)-  19 15 59.72958(N)    155 29 39.14522(W)     ADJUSTED  
 TU2421* LOCAL TIDAL -      1061.     (meters)    3481.     (feet)  SCALED    
 TU2421  ___________________________________________________________________
 TU2421  EPOCH DATE  -        1993.62
 TU2421  LAPLACE CORR-         -12.42  (seconds)                    DEFLEC99
 TU2421  GEOID HEIGHT-          22.90  (meters)                     GEOID03
 TU2421
 TU2421  HORZ ORDER  -  THIRD
 TU2421
 TU2421.The horizontal coordinates were established by classical geodetic methods
 TU2421.and adjusted by the National Geodetic Survey in December 1998..
 TU2421.The horizontal coordinates are valid at the epoch date displayed above.
 TU2421.The epoch date for horizontal control is a decimal equivalence
 TU2421.of Year/Month/Day.
 TU2421
 TU2421.The orthometric height was scaled from a topographic map.
 TU2421
 TU2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2421
 TU2421.The geoid height was determined by GEOID03.
 TU2421
 TU2421;                    North         East     Units Scale Factor Converg.
 TU2421;SPC HI 1     -    47,956.921   500,608.958   MT  0.99996667   +0 00 06.9
 TU2421;UTM  05      - 2,132,209.317   237,840.658   MT  1.00044963   -0 49 24.5
 TU2421
 TU2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2421!SPC HI 1     -   0.99982964  x   0.99996667  =   0.99979632
 TU2421!UTM  05      -   0.99982964  x   1.00044963  =   1.00027919
 TU2421
 TU2421:                Primary Azimuth Mark                     Grid Az
 TU2421:SPC HI 1     -  KAMAKAIA S                               073 33 38.2
 TU2421:UTM  05      -  KAMAKAIA S                               074 23 09.6
 TU2421
 TU2421|---------------------------------------------------------------------|
 TU2421| PID    Reference Object                     Distance      Geod. Az  |
 TU2421|                                                           dddmmss.s |
 TU2421| TU2407 KAMAKAIA S                          APPROX.13.5 KM 0733345.1 |
 TU2421| TU2358 PUU ULAULA RESET                    APPROX. 9.6 KM 1360746.3 |
 TU2421| TU2365 PAHALA HAWAIIAN AG CO STACK         APPROX. 7.9 KM 1663445.0 |
 TU2421|---------------------------------------------------------------------|
 TU2421
 TU2421                          SUPERSEDED SURVEY CONTROL
 TU2421
 TU2421  NAD 83(1986)-  19 15 59.70949(N)    155 29 39.20697(W) AD(       ) 3
 TU2421  OLD HI      -  19 16 10.57700(N)    155 29 49.21900(W) AD(       ) 3
 TU2421
 TU2421.Superseded values are not recommended for survey control.
 TU2421.NGS no longer adjusts projects to the OLD HI datum.
 TU2421.See file dsdata.txt to determine how the superseded data were derived.
 TU2421
 TU2421_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3784132209(NAD 83)
 TU2421
 TU2421  HISTORY     - Date     Condition        Report By
 TU2421  HISTORY     - 1914     MONUMENTED       CGS
 TU2421  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2421  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2421
 TU2421                          STATION DESCRIPTION
 TU2421
 TU2421'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2421'IN SOUTHERN PART OF HAWAII, ABOUT 4 MILES NORTH BY WEST FROM
 TU2421'PAHALA, AND AT A POINT WHERE A WELL-KNOWN AND CONSPICUOUS RIDGE,
 TU2421'VERY NARROW AND STEEP, AND TRENDING ABOUT SOUTHEAST AND NORTHWEST,
 TU2421'JOINS THE MAIN SLOPE AT RIGHT ANGLES.  THIS LOCALITY IS CALLED
 TU2421'IPUU.  REACHED BY TAKING THE HOMESTEAD ROAD WHICH LEAVES THE MAIN
 TU2421'ROAD AT PAHALA, AND PROCEEDING NORTH ABOUT 4 MILES, WHEN THE
 TU2421'RIDGE WILL BE SEEN ON THE LEFT DISTANT ABOUT 1/2 OR 3/4 MILE.
 TU2421'PROCEED ALONG THE TOP OF THIS RIDGE, CROSSING A SLIGHT SADDLE,
 TU2421'AND WHEN THIS VERY NARROW RIDGE BEGINS TO MERGE WITH THE MAIN
 TU2421'SLOPE, THE STATION WILL BE SEEN ABOUT 400 OR 500 FEET BACK IN THE
 TU2421'SAME GENERAL DIRECTION AS THE LINE OF THE RIDGE.  MARKED
 TU2421'BY A TRUNCATED PYRAMID OF CONCRETE, WITH SHORT IRON PIPE.
 TU2421'PYRAMID IS WHITE, ABOUT 2-1/2 FEET AT BASE, AND RESTS ON A
 TU2421'FOUNDATION OF CONCRETE AND ROCK.
 TU2421
 TU2421                          STATION RECOVERY (1949)
 TU2421
 TU2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2421'STATION RECOVERED AS DESCRIBED IN 1914.  IT WAS CUT IN ONLY FROM
 TU2421'STATION KAHAHA 2.  NO MEASUREMENT WAS TAKEN TO IT OR CUT IN FROM
 TU2421'ANY OTHER STATION.
 TU2421
 TU2421                          STATION RECOVERY (1968)
 TU2421
 TU2421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2421'STATION MARK WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 5 MILES
 TU2421'NORTH-NORTHWEST OF PAHALA AND 2-3/4 MILES WEST-SOUTHWEST OF THE
 TU2421'KAPAPALA RANCH, AT ABOUT 3480 FEET ELEVATION, ON THE TIMBERED RIDGE
 TU2421'ON THE SOUTHWEST SIDE OF WOOD VALLEY, ABOUT 300 YARDS EAST OF A
 TU2421'GOOD TRAIL AND ABOUT 500 YARDS NORTHEAST OF A WATER TUNNEL.
 TU2421'
 TU2421'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO NORTHEAST ON
 TU2421'PIKAKE STREET AND HIGHWAY 151 FOR 2.4 MILES TO GRAVEL ROAD LEFT, AT
 TU2421'POWER POLE 87 , JUST ACROSS BRIDGE.  TURN LEFT AND GO 0.65
 TU2421'MILE.  TAKE LEFT FORK AND GO 0.65 MILE TO FORK.  TAKE RIGHT FORK
 TU2421'AND GO 0.55 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.25 MILE
 TU2421'TO FORK.  TAKE LEFT FORK AND GO 0.5 MILE TO FORK.  TAKE LEFT
 TU2421'FORK AND GO 0.05 MILE.  TAKE RIGHT FORK AND GO NORTHEAST ALONG
 TU2421'TOP EDGE OF CANE FIELD FOR 0.35 MILE TO A POINT WHERE METAL
 TU2421'FLUME ON LEFT IS ONLY 20 YARDS FROM ROAD.  AND END OF TRUCK
 TU2421'TRAVEL.  PACK NORTHEAST ALONG FLUME, KEEPING THE RIGHT FORK AT
 TU2421'EACH OF 3 FORKS OF FLUME, FOR ABOUT 1 MILE TO WHERE FLUME ENTERS
 TU2421'TUNNEL.  GO LEFT UPHILL FOR 45 YARDS, TURN RIGHT, AND FOLLOW
 TU2421'GOOD TRAIL AROUND POINT FOR ABOUT 200 YARDS TO AN OPEN, BOWL-LIKE
 TU2421'GULLY ON RIGHT (AT MID-POINT ALONG EDGE OF BOWL YOU ARE ABOUT ON
 TU2421'THE AZIMUTH FROM KAHAHA 2 TO KAUHAO, BUT STATION IS OUT OF SIGHT
 TU2421'JUST BEYOND THE POINT OF RIDGE ACROSS BOWL).  CONTINUE ON
 TU2421'TRAIL ABOUT 100 YARDS TO BEGINNING OF RIDGE ON RIGHT.  LEAVE
 TU2421'TRAIL AND GO SOUTHEAST DOWN ALONG FERN-COVERED RIDGE ABOUT 900
 TU2421'FEET TO STATION.
 TU2421'
 TU2421'STATION IS MARKED BY A 2-1/2-INCH, IRON PIPE PROJECTING 8 INCHES
 TU2421'FROM THE TOP OF A TRUNCATED, 3-SIDED, CONCRETE PYRAMID WHICH IS 3
 TU2421'FEET ON EACH SIDE AT THE BASE AND 10 INCHES AT THE TOP, AND 26
 TU2421'INCHES HIGH.  IT HAS KAUHAO 1904 E INSCRIBED IN THE CONCRETE ON
 TU2421'THE SOUTHEAST SIDE OF THE PYRAMID.  STATION IS ON A SLIGHT POINT
 TU2421'ON THE SLOPING, FERN-COVERED RIDGE TOP, WHICH ALSO HAS A SPARSE
 TU2421'COVERING OF SLENDER OHIA TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3306 ***********************************************************************
 TU3306  DESIGNATION -  KAUHIAHUA
 TU3306  PID         -  TU3306
 TU3306  STATE/COUNTY-  HI/MAUI
 TU3306  USGS QUAD   -  
 TU3306
 TU3306                         *CURRENT SURVEY CONTROL
 TU3306  ___________________________________________________________________
 TU3306* NAD 83(1993)-  21 09 49.76260(N)    156 46 52.29323(W)     ADJUSTED  
 TU3306* LOCAL TIDAL -       610.     (meters)    2001.     (feet)  SCALED    
 TU3306  ___________________________________________________________________
 TU3306  EPOCH DATE  -        1993.62
 TU3306  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 TU3306  GEOID HEIGHT-          14.73  (meters)                     GEOID03
 TU3306
 TU3306  HORZ ORDER  -  THIRD
 TU3306
 TU3306.The horizontal coordinates were established by classical geodetic methods
 TU3306.and adjusted by the National Geodetic Survey in December 1998..
 TU3306.The horizontal coordinates are valid at the epoch date displayed above.
 TU3306.The epoch date for horizontal control is a decimal equivalence
 TU3306.of Year/Month/Day.
 TU3306
 TU3306.The orthometric height was scaled from a topographic map.
 TU3306
 TU3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3306
 TU3306.The geoid height was determined by GEOID03.
 TU3306
 TU3306;                    North         East     Units Scale Factor Converg.
 TU3306;SPC HI 2     -    91,947.880   488,106.128   MT  0.99996841   -0 02 28.9
 TU3306;UTM  04      - 2,341,889.669   730,388.332   MT  1.00025597   +0 48 05.1
 TU3306
 TU3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3306!SPC HI 2     -   0.99990182  x   0.99996841  =   0.99987023
 TU3306!UTM  04      -   0.99990182  x   1.00025597  =   1.00015776
 TU3306
 TU3306:                Primary Azimuth Mark                     Grid Az
 TU3306:SPC HI 2     -  HALAWA 1915                              139 43 10.7
 TU3306:UTM  04      -  HALAWA 1915                              138 52 36.7
 TU3306
 TU3306|---------------------------------------------------------------------|
 TU3306| PID    Reference Object                     Distance      Geod. Az  |
 TU3306|                                                           dddmmss.s |
 TU3306| TU3298 HALAWA 1915                         APPROX. 3.5 KM 1394041.8 |
 TU3306| TU3309 HUMU                                APPROX. 2.6 KM 2790808.8 |
 TU3306|---------------------------------------------------------------------|
 TU3306
 TU3306                          SUPERSEDED SURVEY CONTROL
 TU3306
 TU3306  NAD 83(1986)-  21 09 49.71826(N)    156 46 52.24004(W) AD(       ) 3
 TU3306  OLD HI      -  21 10 01.14000(N)    156 47 02.38000(W) AD(       ) 3
 TU3306
 TU3306.Superseded values are not recommended for survey control.
 TU3306.NGS no longer adjusts projects to the OLD HI datum.
 TU3306.See file dsdata.txt to determine how the superseded data were derived.
 TU3306
 TU3306_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3038841890(NAD 83)
 TU3306
 TU3306  HISTORY     - Date     Condition        Report By
 TU3306  HISTORY     - UNK      MONUMENTED
 TU3306  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3306
 TU3306                          STATION DESCRIPTION
 TU3306
 TU3306'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3306'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3306'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED
 TU3306'BY A 4 X 6 REDWOOD POST.
 TU3306'
 TU3306'A SEARCH WAS MADE IN THE VICINITY, WHICH IS ALONG THE SOUTH
 TU3306'SLOPE OF A NARROW OPEN RIDGE, BUT NO MARK OF ANY KIND WAS
 TU3306'RECOVERED.  STATION IS BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2720 ***********************************************************************
 TU2720  DESIGNATION -  KAUHOLA 2
 TU2720  PID         -  TU2720
 TU2720  STATE/COUNTY-  HI/HAWAII
 TU2720  USGS QUAD   -  HAWI (1995)
 TU2720
 TU2720                         *CURRENT SURVEY CONTROL
 TU2720  ___________________________________________________________________
 TU2720* NAD 83(1993)-  20 14 47.04949(N)    155 46 17.95024(W)     ADJUSTED  
 TU2720* LOCAL TIDAL -         9.     (meters)      30.     (feet)  SCALED    
 TU2720  ___________________________________________________________________
 TU2720  EPOCH DATE  -        1993.62
 TU2720  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 TU2720  GEOID HEIGHT-          18.11  (meters)                     GEOID03
 TU2720
 TU2720  HORZ ORDER  -  SECOND
 TU2720
 TU2720.The horizontal coordinates were established by classical geodetic methods
 TU2720.and adjusted by the National Geodetic Survey in December 1998..
 TU2720.The horizontal coordinates are valid at the epoch date displayed above.
 TU2720.The epoch date for horizontal control is a decimal equivalence
 TU2720.of Year/Month/Day.
 TU2720
 TU2720.The orthometric height was scaled from a topographic map.
 TU2720
 TU2720.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2720
 TU2720.The geoid height was determined by GEOID03.
 TU2720
 TU2720;                    North         East     Units Scale Factor Converg.
 TU2720;SPC HI 1     -   156,442.927   471,617.682   MT  0.99997662   -0 05 38.4
 TU2720;UTM  05      - 2,241,173.617   210,437.951   MT  1.00063642   -0 57 35.4
 TU2720
 TU2720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2720!SPC HI 1     -   0.99999574  x   0.99997662  =   0.99997236
 TU2720!UTM  05      -   0.99999574  x   1.00063642  =   1.00063216
 TU2720
 TU2720                          SUPERSEDED SURVEY CONTROL
 TU2720
 TU2720  NAD 83(1986)-  20 14 47.01608(N)    155 46 17.95508(W) AD(       ) 2
 TU2720  OLD HI      -  20 14 58.08700(N)    155 46 27.98500(W) AD(       ) 2
 TU2720
 TU2720.Superseded values are not recommended for survey control.
 TU2720.NGS no longer adjusts projects to the OLD HI datum.
 TU2720.See file dsdata.txt to determine how the superseded data were derived.
 TU2720
 TU2720_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1043841174(NAD 83)
 TU2720
 TU2720  HISTORY     - Date     Condition        Report By
 TU2720  HISTORY     - 1948     MONUMENTED       CGS
 TU2720
 TU2720                          STATION DESCRIPTION
 TU2720
 TU2720'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2720'THIS STATION WAS PROBABLY ESTABLISHED BY A PRIVATE SURVEYOR.  IT
 TU2720'APPEARS TO BE A CONCRETE CYLINDER AT THE CENTER OF WHICH IS A
 TU2720'HOLE AND KAUHOLA 2 HAS BEEN MARKED IN THE CEMENT.  IT IS
 TU2720'NOT VERY SOLID IN THE GROUND.  IT IS 73.47 FEET FROM STATION
 TU2720'KAUHOLA AND WAS LOCATED BY DIRECTION AND DISTANCE FROM THAT
 TU2720'STATION.
 TU2720'
 TU2720'TO REACH THE STATION GO PAST THE KOHALA SUGAR CO. MILL AND
 TU2720'PROCEED TO KAUHOLA POINT LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2717 ***********************************************************************
 TU2717  DESIGNATION -  KAUHOLA POINT LIGHT 1948
 TU2717  PID         -  TU2717
 TU2717  STATE/COUNTY-  HI/HAWAII
 TU2717  USGS QUAD   -  HAWI (1995)
 TU2717
 TU2717                         *CURRENT SURVEY CONTROL
 TU2717  ___________________________________________________________________
 TU2717* NAD 83(1993)-  20 14 46.64818(N)    155 46 17.11026(W)     ADJUSTED  
 TU2717* LOCAL TIDAL -                                                        
 TU2717  ___________________________________________________________________
 TU2717  EPOCH DATE  -        1993.62
 TU2717  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 TU2717  GEOID HEIGHT-          18.11  (meters)                     GEOID03
 TU2717
 TU2717  HORZ ORDER  -  THIRD
 TU2717
 TU2717.The horizontal coordinates were established by classical geodetic methods
 TU2717.and adjusted by the National Geodetic Survey in December 1998..
 TU2717.The horizontal coordinates are valid at the epoch date displayed above.
 TU2717.The epoch date for horizontal control is a decimal equivalence
 TU2717.of Year/Month/Day.
 TU2717
 TU2717
 TU2717.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2717
 TU2717.The geoid height was determined by GEOID03.
 TU2717
 TU2717;                    North         East     Units Scale Factor Converg.
 TU2717;SPC HI 1     -   156,430.546   471,642.040   MT  0.99997660   -0 05 38.1
 TU2717;UTM  05      - 2,241,160.861   210,462.135   MT  1.00063624   -0 57 35.1
 TU2717
 TU2717                          SUPERSEDED SURVEY CONTROL
 TU2717
 TU2717  NAD 83(1986)-  20 14 46.61486(N)    155 46 17.11509(W) AD(       ) 4
 TU2717  OLD HI      -  20 14 57.68700(N)    155 46 27.14600(W) AD(       ) 3
 TU2717
 TU2717.Superseded values are not recommended for survey control.
 TU2717.NGS no longer adjusts projects to the OLD HI datum.
 TU2717.See file dsdata.txt to determine how the superseded data were derived.
 TU2717
 TU2717_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1046241161(NAD 83)
 TU2717
 TU2717  HISTORY     - Date     Condition        Report By
 TU2717  HISTORY     - 1948     MONUMENTED       CGS
 TU2717  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2717  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2717
 TU2717                          STATION DESCRIPTION
 TU2717
 TU2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2717'STATION WAS RECOVERED.  LOCATED ABOUT 4 MILES EAST-NORTHEAST
 TU2717'OF HAWI AND 1 MILE NORTH-NORTHEAST OF THE KOHALA SUGAR MILL, ON
 TU2717'KAUHOLA POINT.  STATION IS THE CENTER OF A LARGE, CYLINDRICAL,
 TU2717'CREAM-COLORED TOWER.  TOP OF TOWER IS 85 FEET ABOVE GROUND.
 TU2717
 TU2717                          STATION RECOVERY (1978)
 TU2717
 TU2717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2717'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU2717'D.M.W. IN 1967.  THE STATION IS THE CENTER OF THE 16 FOOT IN
 TU2717'DIAMETER BY 85 FOOT HIGH, WHITE, CYLINDRICAL CONCRETE LIGHTHOUSE.
 TU2717'
 TU2717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2717'4 MILES ENE OF HAWI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2719 ***********************************************************************
 TU2719  DESIGNATION -  KAUHOLA POINT LIGHT
 TU2719  PID         -  TU2719
 TU2719  STATE/COUNTY-  HI/HAWAII
 TU2719  USGS QUAD   -  HAWI (1995)
 TU2719
 TU2719                         *CURRENT SURVEY CONTROL
 TU2719  ___________________________________________________________________
 TU2719* NAD 83(1993)-  20 14 47.19256(N)    155 46 17.67218(W)     ADJUSTED  
 TU2719* LOCAL TIDAL -                                                        
 TU2719  ___________________________________________________________________
 TU2719  EPOCH DATE  -        1993.62
 TU2719  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 TU2719  GEOID HEIGHT-          18.11  (meters)                     GEOID03
 TU2719
 TU2719  HORZ ORDER  -  THIRD
 TU2719
 TU2719.The horizontal coordinates were established by classical geodetic methods
 TU2719.and adjusted by the National Geodetic Survey in December 1998..
 TU2719.The horizontal coordinates are valid at the epoch date displayed above.
 TU2719.The epoch date for horizontal control is a decimal equivalence
 TU2719.of Year/Month/Day.
 TU2719
 TU2719
 TU2719.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2719
 TU2719.The geoid height was determined by GEOID03.
 TU2719
 TU2719;                    North         East     Units Scale Factor Converg.
 TU2719;SPC HI 1     -   156,447.313   471,625.759   MT  0.99997661   -0 05 38.3
 TU2719;UTM  05      - 2,241,177.884   210,446.099   MT  1.00063636   -0 57 35.3
 TU2719
 TU2719                          SUPERSEDED SURVEY CONTROL
 TU2719
 TU2719  NAD 83(1986)-  20 14 47.15810(N)    155 46 17.67852(W) AD(       ) 4
 TU2719  OLD HI      -  20 14 58.23200(N)    155 46 27.70900(W) AD(       ) 3
 TU2719
 TU2719.Superseded values are not recommended for survey control.
 TU2719.NGS no longer adjusts projects to the OLD HI datum.
 TU2719.See file dsdata.txt to determine how the superseded data were derived.
 TU2719
 TU2719_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1044641178(NAD 83)
 TU2719
 TU2719  HISTORY     - Date     Condition        Report By
 TU2719  HISTORY     - 1913     MONUMENTED       CGS
 TU2719
 TU2719                          STATION DESCRIPTION
 TU2719
 TU2719'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2719'ON NORTH COAST OF HAWAII, NORTHEAST SHORE OF KOHALA, OUT ON THE
 TU2719'END OF THE LONG FLAT GRASS-COVERED KAUHOLA POINT.  POINT IS
 TU2719'PERFECTLY LEVEL, COVERED WITH SHORT GRASS.  IT IS ABOUT 30 FEET
 TU2719'IN ELEVATION.  THE LIGHT IS HOISTED TO TOP OF A SUPPORT WHICH
 TU2719'STANDS IMMEDIATELY BEHIND A SMALL WHITE SHED, GRAY TRIMMED, WITH
 TU2719'GABLE ROOF PAINTED RED.  LIGHT IS 35 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2718 ***********************************************************************
 TU2718  DESIGNATION -  KAUHOLA RESET
 TU2718  PID         -  TU2718
 TU2718  STATE/COUNTY-  HI/HAWAII
 TU2718  USGS QUAD   -  HAWI (1995)
 TU2718
 TU2718                         *CURRENT SURVEY CONTROL
 TU2718  ___________________________________________________________________
 TU2718* NAD 83(1993)-  20 14 46.82497(N)    155 46 17.21639(W)     ADJUSTED  
 TU2718* LOCAL TIDAL -         9.5    (meters)      31.     (feet)  VERT ANG  
 TU2718  ___________________________________________________________________
 TU2718  EPOCH DATE  -        1993.62
 TU2718  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 TU2718  GEOID HEIGHT-          18.11  (meters)                     GEOID03
 TU2718
 TU2718  HORZ ORDER  -  SECOND
 TU2718
 TU2718.The horizontal coordinates were established by classical geodetic methods
 TU2718.and adjusted by the National Geodetic Survey in December 1998..
 TU2718.The horizontal coordinates are valid at the epoch date displayed above.
 TU2718.The epoch date for horizontal control is a decimal equivalence
 TU2718.of Year/Month/Day.
 TU2718
 TU2718.The orthometric height was determined by vertical angle observations.
 TU2718
 TU2718.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2718
 TU2718.The geoid height was determined by GEOID03.
 TU2718
 TU2718;                    North         East     Units Scale Factor Converg.
 TU2718;SPC HI 1     -   156,435.987   471,638.968   MT  0.99997660   -0 05 38.2
 TU2718;UTM  05      - 2,241,166.352   210,459.145   MT  1.00063627   -0 57 35.1
 TU2718
 TU2718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2718!SPC HI 1     -   0.99999566  x   0.99997660  =   0.99997226
 TU2718!UTM  05      -   0.99999566  x   1.00063627  =   1.00063193
 TU2718
 TU2718|---------------------------------------------------------------------|
 TU2718| PID    Reference Object                     Distance      Geod. Az  |
 TU2718|                                                           dddmmss.s |
 TU2718| TU2716 KOHALA LATITUDE STATION               4.500 METERS 08513     |
 TU2718| TU2696 KAPAAIKI                            APPROX. 2.2 KM 1224120.6 |
 TU2718| TU2698 KOHALA MILL STACK                   APPROX. 1.6 KM 2104457.8 |
 TU2718| TU2720 KAUHOLA 2                            22.390 METERS 28758     |
 TU2718| CN5384 KAUHOLA RM 1 RESET                   12.709 METERS 29913     |
 TU2718| TU2719 KAUHOLA POINT LIGHT                  17.400 METERS 31031     |
 TU2718|---------------------------------------------------------------------|
 TU2718
 TU2718                          SUPERSEDED SURVEY CONTROL
 TU2718
 TU2718  NAD 83(1986)-  20 14 46.79157(N)    155 46 17.22126(W) AD(       ) 2
 TU2718  OLD HI      -  20 14 57.86300(N)    155 46 27.25100(W) AD(       ) 2
 TU2718
 TU2718.Superseded values are not recommended for survey control.
 TU2718.NGS no longer adjusts projects to the OLD HI datum.
 TU2718.See file dsdata.txt to determine how the superseded data were derived.
 TU2718
 TU2718_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1045941166(NAD 83)
 TU2718
 TU2718  HISTORY     - Date     Condition        Report By
 TU2718  HISTORY     - 1967     MONUMENTED       CGS
 TU2718  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2718  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2718  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2718  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2718  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2718
 TU2718                          STATION DESCRIPTION
 TU2718
 TU2718'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2718'ON THE NORTHERN COAST OF HAWAII, AT THE NORTHEAST POINT OF
 TU2718'KOHALA DISTRICT, ON A HIGH PROMONTORY KNOWN AS KAUHOLA
 TU2718'POINT.  STATION IS OUT ON THE LOW FLAT GRASS-COVERED END OF THE
 TU2718'POINT, A SHORT DISTANCE SOUTH-SOUTHEAST OF THE LIGHT, ABOUT 30
 TU2718'METERS FROM THE CLIFF EDGE ON THE WEST, AND 25 METERS FROM THE
 TU2718'EDGE ON THE NORTH.  THE NEAREST CORNER OF THE LIGHT BUILDING IS
 TU2718'15.30 METERS (50 FEET) DISTANT, ON BEARING N. 54 DEG W.  THE
 TU2718'NEAR CORNER OF AN ASTRONOMICAL PIER OF BRICK, ABOUT 3-1/2 FEET
 TU2718'HIGH, RESEMBLING SECTION OF CHIMNEY, IS 4.07 METERS
 TU2718'(13.4 FEET) FROM STATION, ON BEARING N. 75 DEG E.  STATION
 TU2718'MARKED BY A POST OF DRESSED GRANITE 6 INCHES SQUARE, AND
 TU2718'PROJECTING ABOUT ONE FOOT ABOVE THE GROUND.  IT LEANS A
 TU2718'TRIFLE TOWARD THE WEST.  IN ITS TOP IS A PLATE OF THE UNITED
 TU2718'STATES GEOLOGICAL SURVEY.
 TU2718
 TU2718                          STATION RECOVERY (1938)
 TU2718
 TU2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2718'LOCATION OF STATION--NEXT TO KAUHOLA LIGHT HOUSE WHICH IS
 TU2718'LOCATED DIRECTLY BELOW KOHALA SUGAR COMPANYS MILL AND ON THE
 TU2718'SEACOAST.
 TU2718'
 TU2718'OLD MARK FOUND--U.S.G.S. BRONZE TABLET SET ON TOP OF THE ORIGINAL
 TU2718'GRANITE POST WHICH IS SOLIDLY IMBEDDED IN THE GROUND.
 TU2718'
 TU2718'NEW MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2718'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 IN STEEL BAR 2 FEET
 TU2718'LONG SET ON STEEL LEGS WITH OVER THE STATION MARK WHICH IS LEFT
 TU2718'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL
 TU2718'ROD).
 TU2718
 TU2718                          STATION RECOVERY (1948)
 TU2718
 TU2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2718'ON THE OUTER PART OF KAUHOLA POINT WHICH IS 4-1/2 MILES
 TU2718'EASTWARD OF KEPUHI POINT.  STATION IS ADJACENT TO THE LIGHTHOUSE AND
 TU2718'KOHALA LATITUDE STATION.  ALSO STATION KAUHOLA 2 WHICH WAS
 TU2718'PROBABLY ESTABLISHED BY A LOCAL SURVEYOR.
 TU2718'
 TU2718'TO REACH THE STATION, LEAVE THE MAIN HIGHWAY AND GO PAST THE
 TU2718'KOHALA SUGAR CO. MILL AND PROCEED TO THE LIGHTHOUSE.
 TU2718'
 TU2718'STATION IS NOW MARKED BY A USGS DISK SET IN A GRANITE POST AND
 TU2718'STAMPED 81 FEET ELEVATION.  THERE IS A TRIANGULAR CONCRETE
 TU2718'PLATFORM ABOUT THE STATION.  IN 1938 THE HAWAII TERRITORY SURVEY
 TU2718'RECOVERED THE USGS TABLET SET IN THE GRANITE POST, BUILT THE
 TU2718'CONCRETE PLATFORM AND ERECTED A METAL POLE AND TARGET.  THE POLE
 TU2718'AND TARGET HAVE DISAPPEARED, PROBABLY BY CORROSION.
 TU2718'
 TU2718'RECORDS SHOW ORIGINAL STATION RECOVERED BY C.H. BIRDSEYE, APRIL
 TU2718'1911.
 TU2718'
 TU2718'REMARKED BY BRONZE TABLET, STAMPED 31, SET IN TOP OF ORIGINAL
 TU2718'GRANITE POST.
 TU2718
 TU2718                          STATION RECOVERY (1967)
 TU2718
 TU2718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2718'THE STATION WAS RECOVERED.  THE STATION DISK HAD BEEN REMOVED BUT
 TU2718'THE SHANK REMAINED IN PLACE.  REFERENCE MARK NUMBER ONE HAD BEEN
 TU2718'REMOVED BUT THE DRILL HOLE WAS RECOVERED.  A NEW STATION DISK WAS
 TU2718'SET AFTER REMOVING THE OLD SHANK, AND A NEW REFERENCE MARK NUMBER
 TU2718'ONE WAS SET IN THE OLD DRILL HOLE.  KOHALA LATITUDE STATION 1881
 TU2718'WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2718'FOLLOWS--
 TU2718'
 TU2718'STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF HAWI AND 1 MILE
 TU2718'NORTH-NORTHEAST OF THE KOHALA SUGAR MILL, ON KAUHOLA POINT, JUST
 TU2718'NORTH OF THE KAUHOLA POINT LIGHTHOUSE.
 TU2718'
 TU2718'TO REACH STATION FROM THE HALAULA POST OFFICE, GO NORTH-NORTHEAST
 TU2718'ON MAIN ROAD FOR 0.25 MILE TO END OF MACADAM ROAD.  CONTINUE
 TU2718'AHEAD ON TRACK ROAD FOR 0.45 MILE.  TAKE LEFT FORK, STRAIGHT
 TU2718'AHEAD, AND GO 0.25 MILE.  TAKE RIGHT FORK, ALONG TREES, FOR
 TU2718'0.05 MILE.  TAKE LEFT FORK, GRADUALLY BEARING WEST, AND GO 0.15
 TU2718'MILE TO END OF ROAD AT LIGHTHOUSE AND STATION.
 TU2718'
 TU2718'STATION MARK IS A STANDARD DISK STAMPED KAUHOLA HGS 1881 1967,
 TU2718'CEMENTED IN A DRILL HOLE IN THE TOP OF THE ORIGINAL, 8-INCH-SQUARE,
 TU2718'GRANITE POST, IN THE CENTER OF A TRIANGULAR CONCRETE PLATFORM
 TU2718'ABOUT 7 FEET ON EACH SIDE AND PROJECTING 1 FOOT ABOVE GROUND.  IT
 TU2718'IS 7.4 FEET NORTHWEST OF THE EDGE OF THE LIGHTHOUSE FOUNDATION.
 TU2718'
 TU2718'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAUHOLA HGS
 TU2718'1881 NO 1 1967, CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 TU2718'ONE OF 4 CONCRETE FOUNDATION BLOCKS.  IT IS 1.7 FEET HIGHER THAN
 TU2718'STATION MARK AND PROJECTS 2 FEET ABOVE GROUND.
 TU2718'
 TU2718'KAUHOLA 2 IS THE CENTER OF A 1-1/4-INCH IRON PIPE FLUSH WITH
 TU2718'THE TOP OF A 15-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 4
 TU2718'INCHES ABOVE GROUND, AND WITH KAUHOLA INSCRIBED IN THE
 TU2718'CONCRETE.  IT IS 18.7 FEET WEST OF THE NORTHWEST ONE OF THE 4
 TU2718'CONCRETE FOUNDATION BLOCKS AND 0.26 FOOT LOWER THAN STATION MARK.
 TU2718'
 TU2718'KOHALA LATITUDE STATION IS MARKED BY A 2-INCH, CHISELED CROSS
 TU2718'IN THE TOP OF A RED BRICK PIER, 1.4 X 2.5 FEET IN SIZE, AND 3.4 FEET
 TU2718'HIGH.  IT IS 6.6 FEET NORTH OF NORTH EDGE OF LIGHTHOUSE FOUNDATION
 TU2718'AND IS 3 FEET HIGHER THAN STATION MARK.
 TU2718
 TU2718                          STATION RECOVERY (1978)
 TU2718
 TU2718'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2718'TO REACH STATION FROM KAPAAU POST, GO E. ON STATE HWY. 27 FOR
 TU2718'2.15 MI TO SIDE RD. LEFT, TURN LEFT AND GO 0.75 MI TO Y-RD. CONT
 TU2718'STRAIGHT 0.45 MI TO Y-RD. CONT STRAIGHT ON MAIN ROAD 0.35 MI TO
 TU2718'LIGHTHOUSE AND STATION SITE.
 TU2718'
 TU2718'THE STATION WAS RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND IN
 TU2718'GOOD CONDITION.  THE 1967 RECOVERY NOTE IS ADEQUATE WITH THE
 TU2718'ADDITION ON A NEW TO REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2770 ***********************************************************************
 TU2770  DESIGNATION -  KAUIKI HEAD LIGHT
 TU2770  PID         -  TU2770
 TU2770  STATE/COUNTY-  HI/MAUI
 TU2770  USGS QUAD   -  HANA (1983)
 TU2770
 TU2770                         *CURRENT SURVEY CONTROL
 TU2770  ___________________________________________________________________
 TU2770* NAD 83(1993)-  20 45 25.55534(N)    155 58 46.45871(W)     ADJUSTED  
 TU2770* LOCAL TIDAL -                                                        
 TU2770  ___________________________________________________________________
 TU2770  EPOCH DATE  -        1993.62
 TU2770  LAPLACE CORR-         -15.29  (seconds)                    DEFLEC99
 TU2770  GEOID HEIGHT-          14.04  (meters)                     GEOID03
 TU2770
 TU2770  HORZ ORDER  -  THIRD
 TU2770
 TU2770.The horizontal coordinates were established by classical geodetic methods
 TU2770.and adjusted by the National Geodetic Survey in December 1998..
 TU2770.The horizontal coordinates are valid at the epoch date displayed above.
 TU2770.The epoch date for horizontal control is a decimal equivalence
 TU2770.of Year/Month/Day.
 TU2770
 TU2770
 TU2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2770
 TU2770.The geoid height was determined by GEOID03.
 TU2770
 TU2770;                    North         East     Units Scale Factor Converg.
 TU2770;SPC HI 2     -    47,066.052   571,551.366   MT  1.00002991   +0 14 36.7
 TU2770;UTM  05      - 2,298,126.428   189,732.981   MT  1.00078987   -1 03 24.6
 TU2770;UTM  04      - 2,298,205.504   814,524.393   MT  1.00082276   +1 04 16.8
 TU2770
 TU2770                          SUPERSEDED SURVEY CONTROL
 TU2770
 TU2770  NAD 83(1986)-  20 45 25.52320(N)    155 58 46.47553(W) AD(       ) 4
 TU2770  OLD HI      -  20 45 37.04800(N)    155 58 56.53000(W) AD(       ) 3
 TU2770
 TU2770.Superseded values are not recommended for survey control.
 TU2770.NGS no longer adjusts projects to the OLD HI datum.
 TU2770.See file dsdata.txt to determine how the superseded data were derived.
 TU2770
 TU2770_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8973398126(NAD 83)
 TU2770
 TU2770  HISTORY     - Date     Condition        Report By
 TU2770  HISTORY     - 1950     MONUMENTED       CGS
 TU2770  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2770  HISTORY     - 19970626 GOOD             USPSQD
 TU2770
 TU2770                          STATION DESCRIPTION
 TU2770
 TU2770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2770'LOCATED ON THE EASTERN END OF MAUI, HANA DISTRICT AT HANA HARBOR
 TU2770'AND ON KAUIKI HEAD.
 TU2770'
 TU2770'THE LIGHT IS MOUNTED ON A PYRAMIDAL CONCRETE TOWER, CENTER OF
 TU2770'LIGHT IS 12.93 FEET ABOVE THE GROUND AT BASE OF TOWER.  FLASH
 TU2770'0.5 SEC. NO 2692 IN PACIFIC COAST LIGHT LIST.
 TU2770
 TU2770                          STATION RECOVERY (1968)
 TU2770
 TU2770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2770'STATION WAS RECOVERED.  LOCATED AT THE EAST END OF MAUI ISLAND,
 TU2770'ON PUUKU ISLAND, JUST OFF THE NORTH EDGE OF KAUIKI HEAD.
 TU2770'
 TU2770'STATION IS THE WHITE LIGHT MOUNTED ATOP A SHORT, TAPERING,
 TU2770'WHITE, CONCRETE TOWER.  THE LIGHT IS ABOUT 14 FEET ABOVE GROUND.
 TU2770
 TU2770                          STATION RECOVERY (1997)
 TU2770
 TU2770'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2772 ***********************************************************************
 TU2772  DESIGNATION -  KAUIKI RESET
 TU2772  PID         -  TU2772
 TU2772  STATE/COUNTY-  HI/MAUI
 TU2772  USGS QUAD   -  HANA (1983)
 TU2772
 TU2772                         *CURRENT SURVEY CONTROL
 TU2772  ___________________________________________________________________
 TU2772* NAD 83(1993)-  20 45 15.29006(N)    155 58 53.81034(W)     ADJUSTED  
 TU2772* LOCAL TIDAL -       117.8    (meters)     386.     (feet)  VERT ANG  
 TU2772  ___________________________________________________________________
 TU2772  EPOCH DATE  -        1993.62
 TU2772  LAPLACE CORR-         -15.38  (seconds)                    DEFLEC99
 TU2772  GEOID HEIGHT-          14.12  (meters)                     GEOID03
 TU2772
 TU2772  HORZ ORDER  -  FIRST
 TU2772
 TU2772.The horizontal coordinates were established by classical geodetic methods
 TU2772.and adjusted by the National Geodetic Survey in December 1998..
 TU2772.The horizontal coordinates are valid at the epoch date displayed above.
 TU2772.The epoch date for horizontal control is a decimal equivalence
 TU2772.of Year/Month/Day.
 TU2772
 TU2772.The orthometric height was determined by vertical angle observations.
 TU2772
 TU2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2772
 TU2772.The geoid height was determined by GEOID03.
 TU2772
 TU2772;                    North         East     Units Scale Factor Converg.
 TU2772;SPC HI 2     -    46,749.446   571,340.038   MT  1.00002954   +0 14 34.0
 TU2772;UTM  05      - 2,297,814.462   189,514.356   MT  1.00079155   -1 03 26.7
 TU2772;UTM  04      - 2,297,885.625   814,317.497   MT  1.00082115   +1 04 13.7
 TU2772
 TU2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2772!SPC HI 2     -   0.99997927  x   1.00002954  =   1.00000881
 TU2772!UTM  05      -   0.99997927  x   1.00079155  =   1.00077080
 TU2772!UTM  04      -   0.99997927  x   1.00082115  =   1.00080040
 TU2772
 TU2772|---------------------------------------------------------------------|
 TU2772| PID    Reference Object                     Distance      Geod. Az  |
 TU2772|                                                           dddmmss.s |
 TU2772| CN5386 KAUIKI RM 2                           6.531 METERS 15408     |
 TU2772| CN5387 KAUIKI RM 3                           5.590 METERS 15832     |
 TU2772| TU2773 PUU O KAHAULA HIGS 1950             APPROX. 1.4 KM 2734614.7 |
 TU2772| CN5385 KAUIKI RM 1                           9.628 METERS 34851     |
 TU2772|---------------------------------------------------------------------|
 TU2772
 TU2772                          SUPERSEDED SURVEY CONTROL
 TU2772
 TU2772  NAD 83(1986)-  20 45 15.25741(N)    155 58 53.82899(W) AD(       ) 1
 TU2772  OLD HI      -  20 45 26.78000(N)    155 59 03.88900(W) AD(       ) 1
 TU2772
 TU2772.Superseded values are not recommended for survey control.
 TU2772.NGS no longer adjusts projects to the OLD HI datum.
 TU2772.See file dsdata.txt to determine how the superseded data were derived.
 TU2772
 TU2772_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8951497814(NAD 83)
 TU2772
 TU2772  HISTORY     - Date     Condition        Report By
 TU2772  HISTORY     - 1878     MONUMENTED       HIGS
 TU2772  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2772  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2772  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2772  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2772
 TU2772                          STATION DESCRIPTION
 TU2772
 TU2772'DESCRIBED BY HAWAII GEODETIC SURVEY 1878
 TU2772'NEAR THE EXTREME EASTERN END OF EAST MAUI, ON SUMMIT OF HILL
 TU2772'OF SAME NAME, IN HANA DISTRICT, SOUTH OF PUEOKAHI
 TU2772'HARBOR.  MARKED BY BRICK PIER USED BY LATITUDE PARTY IN 1887.
 TU2772
 TU2772                          STATION RECOVERY (1929)
 TU2772
 TU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2772'ON THE SUMMIT OF A HILL OF THE SAME NAME.  SOUTH OF PUEOKAHI
 TU2772'HARBOR.  AT THE EXTREME EASTERN POINT OF MAUI.
 TU2772'
 TU2772'ORIGINAL MARK--A BRICK PIER 1887.
 TU2772'
 TU2772'NEW MARK--STANDARD TERRITORY OF HAWAII BRONZE TABLET SET IN
 TU2772'NEW CONCRETE PIER.  OVER WHICH WAS BUILT A TYPE A HAWAII
 TU2772'TERRITORY SURVEY TRIANGULATION STATION MONUMENT.
 TU2772
 TU2772                          STATION RECOVERY (1950)
 TU2772
 TU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2772'STATION WAS RECOVERED AS DESCRIBED.  REMAINS OF THE OLD BRICK
 TU2772'PIER ARE AT THE STATION.
 TU2772'
 TU2772'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.  A STANDARD
 TU2772'DISK SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 4 INCHES,
 TU2772'STAMPED KAUIKI RM NO 1 1950.
 TU2772'
 TU2772'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  A STANDARD
 TU2772'DISK SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 4 INCHES,
 TU2772'STAMPED KAUIKI RM NO 2 1950.
 TU2772'
 TU2772'TO REACH FROM THE HANA SCHOOL--PASS BETWEEN BUILDINGS AND PICK
 TU2772'UP TRAIL AT REAR OF BUILDINGS, FOLLOW TRAIL TO TOP OF HILL AND STA.
 TU2772'
 TU2772'HEIGHT OF LIGHT ABOVE STATION MARK 2.35 METERS.
 TU2772
 TU2772                          STATION RECOVERY (1961)
 TU2772
 TU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2772'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2772'CONDITION AS DESCRIBED BY C.T.H. IN 1950.  THE AREA IS HEAVILY
 TU2772'OVERGROWN WITH WILD CANE AND THE STATION CANNOT BE USED WITHOUT
 TU2772'BUILDING OR EXTENSIVE CLEARING.
 TU2772'
 TU2772'THE 1950 RECOVERY NOTE IS ADEQUATE.
 TU2772
 TU2772                          STATION RECOVERY (1968)
 TU2772
 TU2772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2772'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  RM
 TU2772'NO. 2 WAS FOUND DESTROYED, SO A NEW RM, NO. 3, WAS
 TU2772'ESTABLISHED.  A DIFFERENCE IN DISTANCE TO RM NO. 1 WAS NOTED AND
 TU2772'CHECKED.  THE 1968 DISTANCE IS CORRECT.  A COMPLETE DESCRIPTION
 TU2772'FOLLOWS--
 TU2772'
 TU2772'STATION IS LOCATED ON THE PROMINENT HILL AT THE EAST SIDE OF
 TU2772'HANA AND AT THE SOUTH SIDE OF HANA BAY, AT ABOUT 386 FEET
 TU2772'ELEVATION.  THERE ARE LARGE TREES ON THE HILL AND MOST LINES
 TU2772'ARE BLOCKED.
 TU2772'
 TU2772'TO REACH STATION FROM THE POST OFFICE IN HANA, GO NORTH ON THE
 TU2772'MAIN ROAD FOR 0.15 MILE.  TURN RIGHT AND GO 0.15 MILE ON HAUOLI
 TU2772'ST. TO T-JUNCTION AT HANA HIGH SCHOOL.  TURN RIGHT, GO 30
 TU2772'YARDS, THEN TURN LEFT AND GO 125 YARDS ALONG TRACK ROAD TO
 TU2772'END OF TRUCK TRAVEL BEHIND THE HIGH SCHOOL SHOP.  PACK
 TU2772'EASTERLY UP STEEP TRAIL ABOUT 1/4-MILE TO STATION.
 TU2772'
 TU2772'STATION MARK IS AN UNSTAMPED HTS DISK, SET IN THE TOP OF A
 TU2772'12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 TU2772'IS 25 FEET NORTH-NORTHWEST OF A LONE COCONUT TREE.  THERE IS
 TU2772'A TYPE A SIGNAL, WITH THE 6-FOOT-SQUARE, CONCRETE PLATFORM
 TU2772'2-1/2 FEET ABOVE GROUND, AND A RED AND WHITE METAL TARGET
 TU2772'EXTENDING 8 FEET ABOVE THE PLATFORM.
 TU2772'
 TU2772'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAUIKI
 TU2772'RM NO 1 1950, SET IN THE TOP OF A 6-INCH-SQUARE, CONCRETE
 TU2772'MONUMENT THAT PROJECTS 3 INCHES FROM GROUND, AND IS 0.8 FOOT
 TU2772'LOWER THAN STATION MARK.
 TU2772'
 TU2772'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KAUIKI
 TU2772'RM NO 3 1950 1968, SET IN THE TOP OF A 6-INCH-SQUARE, CONCRETE
 TU2772'MONUMENT THAT PROJECTS 3 INCHES FROM THE GROUND.  IT IS
 TU2772'7 FEET NORTH-NORTHWEST OF THE BASE OF THE LONE COCONUT TREE AND
 TU2772'1.1 FEET HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2160 ***********************************************************************
 TU2160  DESIGNATION -  KAUKU 1877
 TU2160  PID         -  TU2160
 TU2160  STATE/COUNTY-  HI/HAWAII
 TU2160  USGS QUAD   -  AKAKA FALLS (1981)
 TU2160
 TU2160                         *CURRENT SURVEY CONTROL
 TU2160  ___________________________________________________________________
 TU2160* NAD 83(1993)-  19 49 59.36821(N)    155 09 20.32982(W)     ADJUSTED  
 TU2160* LOCAL TIDAL -       598.6    (meters)    1964.     (feet)  VERT ANG  
 TU2160  ___________________________________________________________________
 TU2160  EPOCH DATE  -        1993.62
 TU2160  LAPLACE CORR-         -20.26  (seconds)                    DEFLEC99
 TU2160  GEOID HEIGHT-          19.39  (meters)                     GEOID03
 TU2160
 TU2160  HORZ ORDER  -  SECOND
 TU2160
 TU2160.The horizontal coordinates were established by classical geodetic methods
 TU2160.and adjusted by the National Geodetic Survey in December 1998..
 TU2160.The horizontal coordinates are valid at the epoch date displayed above.
 TU2160.The epoch date for horizontal control is a decimal equivalence
 TU2160.of Year/Month/Day.
 TU2160
 TU2160.The orthometric height was determined by vertical angle observations.
 TU2160
 TU2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2160
 TU2160.The geoid height was determined by GEOID03.
 TU2160
 TU2160;                    North         East     Units Scale Factor Converg.
 TU2160;SPC HI 1     -   110,709.767   536,072.300   MT  0.99998274   +0 07 00.6
 TU2160;UTM  05      - 2,194,460.164   274,230.132   MT  1.00023006   -0 43 54.1
 TU2160
 TU2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2160!SPC HI 1     -   0.99990287  x   0.99998274  =   0.99988561
 TU2160!UTM  05      -   0.99990287  x   1.00023006  =   1.00013290
 TU2160
 TU2160:                Primary Azimuth Mark                     Grid Az
 TU2160:SPC HI 1     -  COCONUT                                  015 48 25.3
 TU2160:UTM  05      -  COCONUT                                  016 39 20.0
 TU2160
 TU2160|---------------------------------------------------------------------|
 TU2160| PID    Reference Object                     Distance      Geod. Az  |
 TU2160|                                                           dddmmss.s |
 TU2160| TU2163 COCONUT                             APPROX. 8.1 KM 0155525.9 |
 TU2160| TU2162 PIPE                                APPROX. 8.1 KM 0224532.5 |
 TU2160| TU2161 HOIST                               APPROX. 8.1 KM 0225022.5 |
 TU2160| TU2132 HONOMU STACK                        APPROX. 6.7 KM 0442708.8 |
 TU2160|---------------------------------------------------------------------|
 TU2160
 TU2160                          SUPERSEDED SURVEY CONTROL
 TU2160
 TU2160  NAD 83(1986)-  19 49 59.33990(N)    155 09 20.34707(W) AD(       ) 2
 TU2160  OLD HI      -  19 50 10.30300(N)    155 09 30.32100(W) AD(       ) 2
 TU2160
 TU2160.Superseded values are not recommended for survey control.
 TU2160.NGS no longer adjusts projects to the OLD HI datum.
 TU2160.See file dsdata.txt to determine how the superseded data were derived.
 TU2160
 TU2160_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7423094460(NAD 83)
 TU2160
 TU2160  HISTORY     - Date     Condition        Report By
 TU2160  HISTORY     - 1877     MONUMENTED       COASUR
 TU2160  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2160  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2160  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2160
 TU2160                          STATION DESCRIPTION
 TU2160
 TU2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2160'ON EAST COAST OF HAWAII, ON THE CONSPICUOUS ISOLATED MOUNTAIN
 TU2160'WHICH LIES DIRECTLY INSHORE (S. 35 DEG W.) FROM THE TOWN OF
 TU2160'HAKALAU.  THIS MOUNTAIN IS HEAVILY WOODED AT TOP, ITS LOWER SLOPES
 TU2160'ARE COVERED WITH CANE.  IT IS UNMISTAKABLE, SHOWING UP RPOMINENTLY
 TU2160'ALONG COAST.  STATION IS ON HIGHEST POINT OF MOUNTAIN, A
 TU2160'PERFECTLY FLAT AREA COVERED WITH FERNS, AND COMMANDING A VIEW OF
 TU2160'THE COAST FROM NORTHWEST TO EAST.  REACHED BY TAKING THE ROAD
 TU2160'GOING INLAND AT PEPEEKEO STORE, PASSING TWO PLANTATION CAMPS.
 TU2160'ROAD GOES DIRECTLY TO FOOT OF MOUNTAIN.  THE HIGHEST TREE
 TU2160'AND THE SUMMIT IS 30 METERS FROM THE STATION, BEARING S. 47 DEG
 TU2160'W.  STATION MARKED BY TABLET MARKED U.S.G.S. SET IN CONCRETE.  A
 TU2160'CAIRN OF SMOOTH STONES WAS ERECTED OVER THE STATION.
 TU2160
 TU2160                          STATION RECOVERY (1949)
 TU2160
 TU2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2160'ORIGINAL STATION WAS DESCRIBED AS, A HEAVY ROCK MARKED WITH A CIRCLE
 TU2160'AND CROSS, SET WITH CONCRETE IN A THREE FOOT HOLE FILLED WITH
 TU2160'SMOOTH HAND STONE.  STATION WAS RECOVERED IN 1912 BY THE
 TU2160'U.S. GEOLOGICAL SURVEY AND REMARKED WITH A BRONZE TABLET SET IN
 TU2160'TOP OF THE ORIGINAL STONE.  IN 1929 THE HAWAII TERRITORY SURVEY
 TU2160'PLACED A SIX FOOT SQUARE CONCRETE PLATFORM OVER THE STATION,
 TU2160'PROJECTING SIX INCHES ABOVE THE GROUND, WITH A THREE INCH IRON
 TU2160'PIPE IN THE CENTER DIRECTLY OVER THE MARK.  THE CENTER OF THIS
 TU2160'PIPE WAS USED AS THE STATION.
 TU2160'
 TU2160'STATION IS LOCATED ABOUT NINE MILES, AIRLINE NORTHEAST OF HILO
 TU2160'AND ABOUT FOUR MILES WEST OF PEPEEKEO, ON THE EAST BROW OF A
 TU2160'PROMINENT HEAVILY WOODED HILL, AT THE EAST EDGE OF THE HIGHEST
 TU2160'TREES ON THE HILL.
 TU2160'
 TU2160'TO REACH FROM THE POST OFFICE IN HILO--GO NORTHERLY ON COAST
 TU2160'HIGHWAY FOR 8.6 MILES, TURN LEFT AND GO WEST ON GRADED ROAD FOR
 TU2160'0.5 MILE, TAKE RIGHT FORK IN SMALL VILLAGE AND GO 0.4 MILE, TURN
 TU2160'LEFT AT CROSSROAD AND GO WESTERLY ON MAIN TRAVELED ROAD FOR 2.6
 TU2160'MILES TO AN OLD RANGER HOUSE AT FOOT OF MOUNTAIN.  FROM HERE PACK
 TU2160'WESTERLY TO TOP OF MOUNTAIN AND STATION.
 TU2160
 TU2160                          STATION RECOVERY (1966)
 TU2160
 TU2160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2160'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2160'FOLLOWS--
 TU2160'
 TU2160'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF HILO AND 4 MILES
 TU2160'WEST-NORTHWEST OF PEPEEKEO, ON THE HEAVILY-TIMBERED NORTH RIM OF
 TU2160'AN OLD CRATER, AT 1964 FEET ELEVATION.  THE RIDGE TOP JUST
 TU2160'SOUTHWEST OF THE STATION IS FLAT AND FREE OF UNDERBRUSH AMONG THE
 TU2160'LARGE BANYAN TREES, AND THERE ARE 2 PILES OF UNUSUAL,
 TU2160'ROUNDED, SMOOTH STONES, AVERAGING 4 INCHES IN SIZE IN THIS
 TU2160'AREA, AND ALSO A ROUND HOLE ABOUT 7 FEET DEEP AND 14 INCHES IN
 TU2160'DIAMETER.
 TU2160'
 TU2160'TO REACH STATION FROM THE POST OFFICE AT PEPEEKEO, GO NORTH ON
 TU2160'STATE HIGHWAY 19 FOR 0.7 MILE TO PAVED CROSSROAD.  TURN LEFT AND GO
 TU2160'0.5 MILE TO FORK IN PLANTATION VILLAGE.  TAKE RIGHT FORK AND GO
 TU2160'0.4 MILE TO CROSSROAD.  TURN LEFT AND GO 1.7 MILES TO FORK.  TAKE
 TU2160'LEFT FORK AND GO 0.15 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.75
 TU2160'MILE TO END OF ROAD AND END OF CANE FIELD AT FENCE, BELOW AN OLD
 TU2160'HOUSE IN MEADOW.  PACK TO UPPER RIGHT CORNER OF MEADOW, ENTER
 TU2160'TIMBER, AND PICK TRAIL SOUTHWEST UP GRADUAL SLOPE TO SOUTH RIM
 TU2160'OF CRATER.  FOLLOW TRAIL AROUND THE RIM THROUGH HEAVY TIMBER, TO
 TU2160'THE EAST END OF THE NORTH RIM AND STATION.  ABOUT A 45
 TU2160'MINUTE PACK.
 TU2160'
 TU2160'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK (NO STAMPING IS
 TU2160'VISIBLE) CEMENTED IN A DRILL HOLE IN ROCK.  A TYPE B-1 SIGNAL IS
 TU2160'CENTERED OVER THE MARK AND THE CONCRETE PLATFORM IS ABOUT FLUSH
 TU2160'WITH GROUND.  STATION IS 50 FEET NORTHEAST OF THE LARGEST,
 TU2160'SCATTERED PILE OF STONES AND 43 FEET NORTHEAST OF THE DEEP HOLE.
 TU2160'
 TU2160'NOTE--STATION SITE SOON BECOMES OVERGROWN WITH GINGER AND FERNS AND
 TU2160'CAN BE DIFFICULT TO FIND.  SIGHT TO MOST DIRECTIONS FROM THE
 TU2160'STATION IS BLOCKED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3358 ***********************************************************************
 TU3358  DESIGNATION -  KAULAHUKI 1890
 TU3358  PID         -  TU3358
 TU3358  STATE/COUNTY-  HI/MAUI
 TU3358  USGS QUAD   -  
 TU3358
 TU3358                         *CURRENT SURVEY CONTROL
 TU3358  ___________________________________________________________________
 TU3358* NAD 83(1993)-  21 07 37.74716(N)    156 55 40.00472(W)     ADJUSTED  
 TU3358* LOCAL TIDAL -      1145.     (meters)    3757.     (feet)  VERT ANG  
 TU3358  ___________________________________________________________________
 TU3358  EPOCH DATE  -        1993.62
 TU3358  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 TU3358  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3358
 TU3358  HORZ ORDER  -  SECOND
 TU3358
 TU3358.The horizontal coordinates were established by classical geodetic methods
 TU3358.and adjusted by the National Geodetic Survey in December 1998..
 TU3358.The horizontal coordinates are valid at the epoch date displayed above.
 TU3358.The epoch date for horizontal control is a decimal equivalence
 TU3358.of Year/Month/Day.
 TU3358
 TU3358.The orthometric height was determined by vertical angle observations.
 TU3358.No vertical observational check was made to the station.
 TU3358
 TU3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3358
 TU3358.The geoid height was determined by GEOID03.
 TU3358
 TU3358;                    North         East     Units Scale Factor Converg.
 TU3358;SPC HI 2     -    87,905.832   472,875.929   MT  0.99997575   -0 05 38.8
 TU3358;UTM  04      - 2,337,623.204   715,215.506   MT  1.00017241   +0 44 49.9
 TU3358
 TU3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3358!SPC HI 2     -   0.99981757  x   0.99997575  =   0.99979332
 TU3358!UTM  04      -   0.99981757  x   1.00017241  =   0.99998995
 TU3358
 TU3358:                Primary Azimuth Mark                     Grid Az
 TU3358:SPC HI 2     -  PUU KAEO                                 008 47 25.5
 TU3358:UTM  04      -  PUU KAEO                                 007 56 56.8
 TU3358
 TU3358|---------------------------------------------------------------------|
 TU3358| PID    Reference Object                     Distance      Geod. Az  |
 TU3358|                                                           dddmmss.s |
 TU3358| TU3357 PUU KAEO                            APPROX. 1.0 KM 0084146.7 |
 TU3358|---------------------------------------------------------------------|
 TU3358
 TU3358                          SUPERSEDED SURVEY CONTROL
 TU3358
 TU3358  NAD 83(1986)-  21 07 37.70179(N)    156 55 39.95166(W) AD(       ) 2
 TU3358  OLD HI      -  21 07 49.17000(N)    156 55 50.08100(W) AD(       ) 2
 TU3358
 TU3358.Superseded values are not recommended for survey control.
 TU3358.NGS no longer adjusts projects to the OLD HI datum.
 TU3358.See file dsdata.txt to determine how the superseded data were derived.
 TU3358
 TU3358_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1521637623(NAD 83)
 TU3358
 TU3358  HISTORY     - Date     Condition        Report By
 TU3358  HISTORY     - 1890     MONUMENTED       CGS
 TU3358  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3358
 TU3358                          STATION DESCRIPTION
 TU3358
 TU3358'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3358'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3358'HAWAII SURVEY OFFICE WHICH STATED THAT ORIGINAL STATION MARK WAS
 TU3358'A REDWOOD POST REFERENCED BY 3 CROSSES ON STONES.  IT WAS
 TU3358'RECOVERED IN 1930 AND THE POST REPLACED BY A BRONZE H.T.S. DISK
 TU3358'WITH A TYPE B-1 SUPERSTRUCTURE BUILT OVER IT.  STATION AND 3
 TU3358'REFERENCE CROSSES WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 TU3358'COMPLETE DESCRIPTION FOLLOWS--
 TU3358'
 TU3358'STATION IS LOCATED, AIRLINE, ABOUT 6-1/2 MILES EAST-NORTHEAST
 TU3358'OF KAUNAKAKAI, 5-1/2 MILES SOUTHEAST OF KALAUPAPA, AND 3 MILES
 TU3358'EAST-SOUTHEAST OF THE MOLOKAI FORESTRY CAMP, ON THE SUMMIT OF A
 TU3358'PROMINENT HILL OF ABOUT 3753 FEET ELEVATION THAT HAS AN EAST-WEST
 TU3358'BULLDOZED ROAD RUNNING OVER THE SUMMIT, AND HAS SOME SCATTERED
 TU3358'SMALL TREES ON THE WEST SLOPE.
 TU3358'
 TU3358'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3358'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3358'HIGHWAY 46 FOR 3.7 MILES TO CROSSROAD AT READY-MIX PLANT ON
 TU3358'LEFT.  TURN RIGHT AND GO EAST FOR 0.25 MILE TO CATTLEGUARD.  CROSS
 TU3358'AND CONTINUE FOR 2.9 MILES TO A FORK.  TAKE LEFT FORK AND
 TU3358'CONTINUE FOR 0.75 MILE TO CATTLEGUARD.  CROSS AND CONTINUE FOR
 TU3358'2.35 MILES TO FORESTRY CAMP BUILDINGS.  BEAR RIGHT AND FOLLOW
 TU3358'FOREST ROAD FOR 3.4 MILES TO A WHITE, HISTORICAL PLAQUE ON
 TU3358'LEFT.  CONTINUE AHEAD FOR 0.9 MILE TO DIM SIDE ROAD RIGHT.
 TU3358'TURN RIGHT AND FOLLOW BULLDOZED ROAD SOUTHWEST UP ALONG
 TU3358'RIDGE FOR 0.5 MILE TO TOP OF HILL AND STATION ON LEFT.
 TU3358'
 TU3358'STATION MARK IS A HAWAII TERRITORIAL SURVEY DISK SET IN CONCRETE
 TU3358'ABOUT 8 INCHES BELOW GROUND SURFACE, AND IS UNSTAMPED.  IT IS
 TU3358'12 FEET SOUTH OF SOUTH EDGE OF ROAD.
 TU3358'
 TU3358'THE TYPE B-1 SUPERSTRUCTURE IS A 6-FOOT-SQUARE, CONCRETE PLATFORM
 TU3358'ABOUT FLUSH WITH THE GROUND, WITH THE STATION MARK AT THE
 TU3358'CENTER.  AT THE CENTER OF THE PLATFORM IS A CONCRETE PEDESTAL
 TU3358'PROJECTING 26 INCHES ABOVE THE PLATFORM.  THROUGH THE CENTER OF
 TU3358'THE PEDESTAL THERE IS A 2-1/2 INCH IRON PIPE WHICH ALLOWS AN
 TU3358'INSTRUMENT TO BE PLUMBED OVER THE MARK AND ALSO SERVES AS A SOCKET
 TU3358'FOR SUPPORTING A REMOVABLE, RED AND WHITE METAL TARGET
 TU3358'WHICH PROJECTS 8 FEET ABOVE THE GROUND.
 TU3358'
 TU3358'WEST-NORTHWEST CROSS IS 4.2 FEET FROM STATION.
 TU3358'
 TU3358'NORTHEAST CROSS IS 3.9 FEET FROM STATION.
 TU3358'
 TU3358'SOUTH CROSS IS 3.8 FEET FROM STATION.
 TU3358'
 TU3358'NOTE-- A 4-WHEEL-DRIVE VEHICLE IS REQUIRED TO DRIVE LAST 1/2 MILE
 TU3358'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3384 ***********************************************************************
 TU3384  DESIGNATION -  KAULAPUU AERO BEACON RED LIGHT
 TU3384  PID         -  TU3384
 TU3384  STATE/COUNTY-  HI/MAUI
 TU3384  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3384
 TU3384                         *CURRENT SURVEY CONTROL
 TU3384  ___________________________________________________________________
 TU3384* NAD 83(1993)-  21 09 00.42344(N)    157 03 04.50267(W)     ADJUSTED  
 TU3384* LOCAL TIDAL -                                                        
 TU3384  ___________________________________________________________________
 TU3384  EPOCH DATE  -        1993.62
 TU3384  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 TU3384  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU3384
 TU3384  HORZ ORDER  -  THIRD
 TU3384
 TU3384.The horizontal coordinates were established by classical geodetic methods
 TU3384.and adjusted by the National Geodetic Survey in December 1998..
 TU3384.The horizontal coordinates are valid at the epoch date displayed above.
 TU3384.The epoch date for horizontal control is a decimal equivalence
 TU3384.of Year/Month/Day.
 TU3384
 TU3384
 TU3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3384
 TU3384.The geoid height was determined by GEOID03.
 TU3384
 TU3384;                    North         East     Units Scale Factor Converg.
 TU3384;SPC HI 2     -    90,474.568   460,055.864   MT  0.99998638   -0 08 19.6
 TU3384;UTM  04      - 2,340,003.708   702,357.056   MT  1.00010605   +0 42 12.1
 TU3384
 TU3384                          SUPERSEDED SURVEY CONTROL
 TU3384
 TU3384  NAD 83(1986)-  21 09 00.37993(N)    157 03 04.45225(W) AD(       ) 4
 TU3384  OLD HI      -  21 09 11.84200(N)    157 03 14.58800(W) AD(       ) 3
 TU3384
 TU3384.Superseded values are not recommended for survey control.
 TU3384.NGS no longer adjusts projects to the OLD HI datum.
 TU3384.See file dsdata.txt to determine how the superseded data were derived.
 TU3384
 TU3384_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0235740004(NAD 83)
 TU3384
 TU3384  HISTORY     - Date     Condition        Report By
 TU3384  HISTORY     - 1962     MONUMENTED       CGS
 TU3384
 TU3384                          STATION DESCRIPTION
 TU3384
 TU3384'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3384'STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF KAUNAKAKAI, ABOUT
 TU3384'2.7 MILES EAST OF THE MOLOKAI AIRPORT, ABOUT 1.0 MILE SOUTHWEST OF
 TU3384'KUALAPUU, AND ABOUT 72.4 FEET NORTHEAST OF TRIANGULATION STATION OF
 TU3384'MIDDLE HILL.
 TU3384'
 TU3384'STATION IS CENTER OF FLASHING RED WARNING LIGHT ATOP A 28 FOOT
 TU3384'WOODEN POLE.
 TU3384'
 TU3384'LIGHT APPEARS ON C AND GS CHARTS 4116 AND 4120 AS A LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2513 ***********************************************************************
 TU2513  DESIGNATION -  KAULUOA 1972
 TU2513  PID         -  TU2513
 TU2513  STATE/COUNTY-  HI/HAWAII
 TU2513  USGS QUAD   -  KAULUOA POINT (1996)
 TU2513
 TU2513                         *CURRENT SURVEY CONTROL
 TU2513  ___________________________________________________________________
 TU2513* NAD 83(1993)-  19 19 20.75967(N)    155 53 19.57196(W)     ADJUSTED  
 TU2513* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2513  ___________________________________________________________________
 TU2513  EPOCH DATE  -        1993.62
 TU2513  LAPLACE CORR-          26.14  (seconds)                    DEFLEC99
 TU2513  GEOID HEIGHT-          19.52  (meters)                     GEOID03
 TU2513
 TU2513  HORZ ORDER  -  THIRD
 TU2513
 TU2513.The horizontal coordinates were established by classical geodetic methods
 TU2513.and adjusted by the National Geodetic Survey in December 1998..
 TU2513.The horizontal coordinates are valid at the epoch date displayed above.
 TU2513.The epoch date for horizontal control is a decimal equivalence
 TU2513.of Year/Month/Day.
 TU2513
 TU2513.The orthometric height was scaled from a topographic map.
 TU2513
 TU2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2513
 TU2513.The geoid height was determined by GEOID03.
 TU2513
 TU2513;                    North         East     Units Scale Factor Converg.
 TU2513;SPC HI 1     -    54,183.997   459,146.231   MT  0.99998729   -0 07 43.1
 TU2513;UTM  05      - 2,139,038.159   196,446.545   MT  1.00073917   -0 57 23.7
 TU2513
 TU2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2513!SPC HI 1     -   0.99999677  x   0.99998729  =   0.99998406
 TU2513!UTM  05      -   0.99999677  x   1.00073917  =   1.00073594
 TU2513
 TU2513                          SUPERSEDED SURVEY CONTROL
 TU2513
 TU2513  NAD 83(1986)-  19 19 20.75848(N)    155 53 19.61130(W) AD(       ) 3
 TU2513  OLD HI      -  19 19 31.60421(N)    155 53 29.65854(W) AD(       ) 3
 TU2513
 TU2513.Superseded values are not recommended for survey control.
 TU2513.NGS no longer adjusts projects to the OLD HI datum.
 TU2513.See file dsdata.txt to determine how the superseded data were derived.
 TU2513
 TU2513_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9644739038(NAD 83)
 TU2513_MARKER: Z = SEE DESCRIPTION
 TU2513_SETTING: 0 = UNSPECIFIED SETTING
 TU2513
 TU2513  HISTORY     - Date     Condition        Report By
 TU2513  HISTORY     - 1972     MONUMENTED       NGS
 TU2513
 TU2513                          STATION DESCRIPTION
 TU2513
 TU2513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2513'THE STATION IS A STANDARD TRAVERSE DISK CEMENTED INTO A SMALL
 TU2513'RISE OF LAVA APPROXIMATELY 25 FEET LONG, 10 FEET WIDE, AND 5
 TU2513'FEET HIGH.  THERE IS A REFERENCE MARK, RM 1 WHICH IS ALSO ON
 TU2513'THE SAME RISE.  THE STATION DISK IS STAMPED KAULUOA 1972 WHILE
 TU2513'THE REFERENCE MARK IS STAMPED RM 1 1972.
 TU2513'
 TU2513'TO REACH THE STATION PROCEED SOUTH FROM CAPTAIN COOK ON STATE
 TU2513'ROUTE 11.  FROM THE HOOKENA ELEMENTARY SCHOOL THE FOLLOWING WILL
 TU2513'BE PASSED ENROUTE (DISTANCES IN STATUTE MILES)--0.45 MILE - A TURN
 TU2513'OFF TO THE RIGHT (STAY ON S.R. 11).  0.95 MILE CEMETARY TO THE
 TU2513'LEFT.  3.45 MILES-MIDDLE OF HONOKUA LAVA FLOW OF 1950.  4.08
 TU2513'MILES-MAGOON RANCH HOUSE TO THE LEFT, A WOODEN GATE TO THE RIGHT
 TU2513'WHICH LEADS DOWN TO THE STATION.  CONTACT MR. SOLOMON THOMPSON
 TU2513'FOR ACCESS TO THE PROPERTY.
 TU2513'
 TU2513'PROCEED THROUGH THE WOODEN GATE, TURN RIGHT AND GO THROUGH
 TU2513'ANOTHER WOODEN GATE.  CONTINUE DOWN TRAIL FOR 0.3 MILE AND TURN
 TU2513'LEFT AT A T. CROSS THE LAVA FLOW TWICE ENDING ON THE NORTH SIDE
 TU2513'OF THE FLOW.  CONTINUE PAST THE EDGE OF THE FLOW FOR 0.1 MILE
 TU2513'AND TURN LEFT.  CONTINUE FOR 0.1 MILE AND TURN LEFT.  GO 0.1 MILE
 TU2513'TO A CLEARING TO THE LEFT AND A SHARP DROP OFF TO THE BEACH TO
 TU2513'THE RIGHT.  PARK AT THE CLEARING AND THE STATION IS LOCATED
 TU2513'ON THE SMALL RISE ON THE EAST SIDE OF THE CLEARING.
 TU2513'
 TU2513'RM 2 IS LOCATED ON A SMALLER RISE ABOUT 100 FEET TOWARD THE
 TU2513'LAVA FLOW FROM THE RISE THAT THE STATION IS LOCATED ON.  IT IS
 TU2513'STAMPED RM 2 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3378 ***********************************************************************
 TU3378  DESIGNATION -  KAULUWAI
 TU3378  PID         -  TU3378
 TU3378  STATE/COUNTY-  HI/MAUI
 TU3378  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3378
 TU3378                         *CURRENT SURVEY CONTROL
 TU3378  ___________________________________________________________________
 TU3378* NAD 83(1993)-  21 09 28.66722(N)    157 00 48.09941(W)     ADJUSTED  
 TU3378* LOCAL TIDAL -       475.     (meters)    1558.     (feet)  SCALED    
 TU3378  ___________________________________________________________________
 TU3378  EPOCH DATE  -        1993.62
 TU3378  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 TU3378  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU3378
 TU3378  HORZ ORDER  -  THIRD
 TU3378
 TU3378.The horizontal coordinates were established by classical geodetic methods
 TU3378.and adjusted by the National Geodetic Survey in December 1998..
 TU3378.The horizontal coordinates are valid at the epoch date displayed above.
 TU3378.The epoch date for horizontal control is a decimal equivalence
 TU3378.of Year/Month/Day.
 TU3378
 TU3378.The orthometric height was scaled from a topographic map.
 TU3378
 TU3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3378
 TU3378.The geoid height was determined by GEOID03.
 TU3378
 TU3378;                    North         East     Units Scale Factor Converg.
 TU3378;SPC HI 2     -    91,334.135   463,993.155   MT  0.99998268   -0 07 30.5
 TU3378;UTM  04      - 2,340,921.182   706,281.800   MT  1.00012587   +0 43 02.3
 TU3378
 TU3378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3378!SPC HI 2     -   0.99992290  x   0.99998268  =   0.99990559
 TU3378!UTM  04      -   0.99992290  x   1.00012587  =   1.00004876
 TU3378
 TU3378:                Primary Azimuth Mark                     Grid Az
 TU3378:SPC HI 2     -  HAHAEULE                                 072 48 27.9
 TU3378:UTM  04      -  HAHAEULE                                 071 57 55.1
 TU3378
 TU3378|---------------------------------------------------------------------|
 TU3378| PID    Reference Object                     Distance      Geod. Az  |
 TU3378|                                                           dddmmss.s |
 TU3378| TU3391 HAHAEULE                            APPROX. 1.1 KM 0724057.4 |
 TU3378|---------------------------------------------------------------------|
 TU3378
 TU3378                          SUPERSEDED SURVEY CONTROL
 TU3378
 TU3378  NAD 83(1986)-  21 09 28.62452(N)    157 00 48.04848(W) AD(       ) 3
 TU3378  OLD HI      -  21 09 40.07000(N)    157 00 58.11000(W) AD(       ) 3
 TU3378
 TU3378.Superseded values are not recommended for survey control.
 TU3378.NGS no longer adjusts projects to the OLD HI datum.
 TU3378.See file dsdata.txt to determine how the superseded data were derived.
 TU3378
 TU3378_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0628240921(NAD 83)
 TU3378
 TU3378  HISTORY     - Date     Condition        Report By
 TU3378  HISTORY     - UNK      MONUMENTED
 TU3378  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3378
 TU3378                          STATION DESCRIPTION
 TU3378
 TU3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3378'THE ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3378'HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION MARK
 TU3378'WAS A 4 X 4 REDWOOD POST.
 TU3378'
 TU3378'STATION WAS SEARCHED FOR AND A PIPE WAS FOUND, BUT IT IS NOT
 TU3378'KNOWN IF THIS IS THE STATION POINT.  A COMPLETE DESCRIPTION
 TU3378'FOLLOWS--
 TU3378'
 TU3378'STATION IS LOCATED ABOUT 1-1/2 MILES EAST-NORTHEAST OF VILLAGE
 TU3378'OF KUALAPUU, ON THE SUMMIT OF A PROMINENT TREE-COVERED HILL AT
 TU3378'THE SOUTH EDGE OF A GOLF COURSE, AND JUST EAST ABOVE AN
 TU3378'OLD DAIRY.
 TU3378'
 TU3378'TO REACH FROM THE MAIN CROSSROAD IN KUALAPUU, GO EAST-NORTHEAST
 TU3378'ON STATE HIGHWAY 47 FOR 1.0 MILE TO A PAVED FORK.  CONTINUE AHEAD
 TU3378'ON RIGHT FORK, STATE HIGHWAY 47, FOR 0.45 MILE TO TRACK ROAD
 TU3378'FORK LEFT, JUST BEFORE REACHING A LEFT FORK WITH PAVED TRACKS.
 TU3378'TURN LEFT AND GO 0.15 MILE TO SIDE ROAD LEFT AT SOME WHITE
 TU3378'BUILDINGS.  GO LEFT FOR 0.05 MILE TO GATE.  PASS THROUGH GATE
 TU3378'AND CONTINUE FOR 0.15 MILE TO SIDE ROAD RIGHT, AT SOUTH EDGE OF
 TU3378'GOLF COURSE.  TURN RIGHT AND GO 0.1 MILE TO SIDE ROAD RIGHT.
 TU3378'TURN RIGHT AND FOLLOW TRACK ROAD WINDING UP HILL FOR 0.1
 TU3378'MILE TO TOP AND END OF ROAD.
 TU3378'
 TU3378'THERE IS A CEMETERY PLOT JUST LEFT OF THE END OF THE ROAD, ENCLOSED
 TU3378'BY A 50-FOOT SQUARE, WIRE MESH FENCE.  A SINGLE HEADSTONE, INSCRIBED
 TU3378'GEORGE PAUL COOKE IS IN THE CENTER OF THE PLOT.  SIX FEET EAST OF
 TU3378'THE HEADSTONE THERE IS A 2-1/2 INCH IRON PIPE WHICH PROJECTS 4
 TU3378'INCHES ABOVE GROUND AND IS ON THE HIGHEST POINT OF THE HILL.
 TU3378'THIS PIPE IS SIMILAR TO PIPES WITH WHICH THE HAWAII TERRITORIAL
 TU3378'SURVEY REPLACED THE OLD REDWOOD POSTS ORIGINALLY MARKING MANY OF
 TU3378'THEIR STATIONS, DURING THE EARLY 1930S.  HOWEVER, SINCE THERE
 TU3378'WERE NO REFERENCE POINTS ESTABLISHED AND ALSO BECAUSE OF THE
 TU3378'HEAVY GROWTH OF TREES UP TO 40 FEET HIGH COVERING THE ENTIRE
 TU3378'HILL IT IS NOT POSSIBLE TO GET A CHECK ON THIS POINT TO
 TU3378'DETERMINE IF IT IS THE ORIGINAL STATION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3579 ***********************************************************************
 AA3579  DESIGNATION -  KAUMALAPAU 161 4465 5 TIDAL
 AA3579  PID         -  AA3579
 AA3579  STATE/COUNTY-  HI/MAUI
 AA3579  USGS QUAD   -  
 AA3579
 AA3579                         *CURRENT SURVEY CONTROL
 AA3579  ___________________________________________________________________
 AA3579* NAD 83(1993)-  20 47 15.17880(N)    156 59 29.31769(W)     ADJUSTED  
 AA3579* LOCAL TIDAL -        10.     (meters)      33.     (feet)  GPS OBS   
 AA3579  ___________________________________________________________________
 AA3579  EPOCH DATE  -        1993.62
 AA3579  X           -  -5,490,904.975 (meters)                     COMP
 AA3579  Y           -  -2,331,714.891 (meters)                     COMP
 AA3579  Z           -   2,249,429.460 (meters)                     COMP
 AA3579  LAPLACE CORR-           9.73  (seconds)                    DEFLEC99
 AA3579  ELLIP HEIGHT-          26.21  (meters)          (11/30/94) GPS OBS
 AA3579  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 AA3579
 AA3579  HORZ ORDER  -  FIRST
 AA3579  ELLP ORDER  -  FIFTH     CLASS I
 AA3579
 AA3579.The horizontal coordinates were established by GPS observations
 AA3579.and adjusted by the National Geodetic Survey in November 1994..
 AA3579.No horizontal observational check was made to the station.
 AA3579.The horizontal coordinates are valid at the epoch date displayed above.
 AA3579.The epoch date for horizontal control is a decimal equivalence
 AA3579.of Year/Month/Day.
 AA3579
 AA3579.The orthometric height was determined by GPS observations and a
 AA3579.high-resolution geoid model.
 AA3579.No vertical observational check was made to the station.
 AA3579
 AA3579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3579
 AA3579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3579
 AA3579.The ellipsoidal height was determined by GPS observations
 AA3579.and is referenced to NAD 83.
 AA3579
 AA3579.The geoid height was determined by GEOID03.
 AA3579
 AA3579;                    North         East     Units Scale Factor Converg.
 AA3579;SPC HI 2     -    50,319.255   466,182.761   MT  0.99998079   -0 06 55.0
 AA3579;UTM  04      - 2,299,936.387   709,069.600   MT  1.00014021   +0 42 47.1
 AA3579
 AA3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3579!SPC HI 2     -   0.99999588  x   0.99998079  =   0.99997667
 AA3579!UTM  04      -   0.99999588  x   1.00014021  =   1.00013609
 AA3579
 AA3579                          SUPERSEDED SURVEY CONTROL
 AA3579
 AA3579.No superseded survey control is available for this station.
 AA3579
 AA3579_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0907099936(NAD 83)
 AA3579_MARKER: S = SPIKE
 AA3579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3579_SP_SET: TOP CENTER OF A SEAWALL
 AA3579_STAMPING: TBM 5 BM 33.51
 AA3579_MARK LOGO: NONE  
 AA3579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3579+STABILITY: SURFACE MOTION
 AA3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3579+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2004
 AA3579
 AA3579  HISTORY     - Date     Condition        Report By
 AA3579  HISTORY     - 1993     MONUMENTED       NOS
 AA3579  HISTORY     - 20040508 GOOD             COMPA
 AA3579
 AA3579                          STATION DESCRIPTION
 AA3579
 AA3579'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3579'THE STATION IS A TIDAL BENCHMARK LOCATED ON THE W SIDE OF THE ROAD AT
 AA3579'KAUMALAPAU HARBOR SW OF LANAI CITY ON THE ISLAND OF LANAI, HAWAII. TO
 AA3579'REACH FROM LANAI CITY, PROCEED SW ON HIGHWAY 440 TO THE AIRPORT ROAD
 AA3579'LEFT, CONTINUE ON HIGHWAY 440 BEYOND LANAI OIL COMPANY TANKS ON THE
 AA3579'LEFT, TO THE QUONSET HUT ON THE LEFT SERVING AS THE OFFICE FOR YOUNG
 AA3579'BROTHERS BARGE COMPANY.  THE STATION IS IN THE BLOCK SEAWALL ON THE W
 AA3579'SIDE OF THE ROAD ACROSS FROM THE ELEVATED CONCRETE PAD JUST N OF THE
 AA3579'QUONSET HUT.  A CARVED PLACARD READING T. MURAYAMA A. D. 1925 IS SET
 AA3579'IN THE WALL .7 M (2.3 FT) N OF THE STATION. THE STATION IS A BRONZE
 AA3579'SPIKE SET IN THE TOP CENTER OF THE SEAWALL.  THE ROCK IS SCRIBED B.M.
 AA3579'33.51.  THE SPIKE HAS A CROSS AND TBM 5 STAMPED INTO THE EXPOSED HEAD.
 AA3579
 AA3579                          STATION RECOVERY (2004)
 AA3579
 AA3579'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 AA3579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3240 ***********************************************************************
 TU3240  DESIGNATION -  KAUMALAPAU HARBOR BRKWTR LIGHT
 TU3240  PID         -  TU3240
 TU3240  STATE/COUNTY-  HI/MAUI
 TU3240  USGS QUAD   -  
 TU3240
 TU3240                         *CURRENT SURVEY CONTROL
 TU3240  ___________________________________________________________________
 TU3240* NAD 83(1993)-  20 47 08.77936(N)    156 59 32.02716(W)     ADJUSTED  
 TU3240* LOCAL TIDAL -                                                        
 TU3240  ___________________________________________________________________
 TU3240  EPOCH DATE  -        1993.62
 TU3240  LAPLACE CORR-           9.65  (seconds)                    DEFLEC99
 TU3240  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU3240
 TU3240  HORZ ORDER  -  THIRD
 TU3240
 TU3240.The horizontal coordinates were established by classical geodetic methods
 TU3240.and adjusted by the National Geodetic Survey in December 1998..
 TU3240.The horizontal coordinates are valid at the epoch date displayed above.
 TU3240.The epoch date for horizontal control is a decimal equivalence
 TU3240.of Year/Month/Day.
 TU3240
 TU3240
 TU3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3240
 TU3240.The geoid height was determined by GEOID03.
 TU3240
 TU3240;                    North         East     Units Scale Factor Converg.
 TU3240;SPC HI 2     -    50,122.609   466,104.004   MT  0.99998086   -0 06 55.9
 TU3240;UTM  04      - 2,299,738.591   708,993.682   MT  1.00013982   +0 42 46.0
 TU3240
 TU3240                          SUPERSEDED SURVEY CONTROL
 TU3240
 TU3240  NAD 83(1986)-  20 47 08.73556(N)    156 59 31.99044(W) AD(       ) 4
 TU3240  OLD HI      -  20 47 20.15000(N)    156 59 42.08800(W) AD(       ) 3
 TU3240
 TU3240.Superseded values are not recommended for survey control.
 TU3240.NGS no longer adjusts projects to the OLD HI datum.
 TU3240.See file dsdata.txt to determine how the superseded data were derived.
 TU3240
 TU3240_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0899499739(NAD 83)
 TU3240
 TU3240  HISTORY     - Date     Condition        Report By
 TU3240  HISTORY     - 1962     MONUMENTED       CGS
 TU3240  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3240
 TU3240                          STATION DESCRIPTION
 TU3240
 TU3240'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3240'STATION IS LOCATED AT KAUMALAPAU HARBOR AT THE SOUTH END OF ROCK
 TU3240'BREAKWATER ON NORTH SIDE OF ENTRANCE TO HARBOR.
 TU3240'
 TU3240'STATION IS CENTER OF 10X10 INCH FLASHING GREEN LIGHT ATOP A 6
 TU3240'INCH IRON PIPE.  PIPE IS 10 FEET HIGH, PAINTED WHITE, AND SET IN
 TU3240'A 4X4 FOOT CONCRETE FOUNDATION.  LIGHT IS LISTED IN LIST OF LIGHTS
 TU3240'AND OTHER MARINE AIDS, VOLUME III, PACIFIC COAST AND PACIFIC
 TU3240'ISLANDS, AS LIGHT NUMBER 2949.
 TU3240
 TU3240                          STATION RECOVERY (1967)
 TU3240
 TU3240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3240'RECOVERED AS DESCRIBED BY H.J.S. IN 1962.  STATION IS IN GOOD
 TU3240'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3232 ***********************************************************************
 TU3232  DESIGNATION -  KAUMALAPAU NORTH WIRELESS POLE
 TU3232  PID         -  TU3232
 TU3232  STATE/COUNTY-  HI/MAUI
 TU3232  USGS QUAD   -  
 TU3232
 TU3232                         *CURRENT SURVEY CONTROL
 TU3232  ___________________________________________________________________
 TU3232* NAD 83(1993)-  20 47 10.89706(N)    156 59 18.72130(W)     ADJUSTED  
 TU3232* LOCAL TIDAL -                                                        
 TU3232  ___________________________________________________________________
 TU3232  EPOCH DATE  -        1993.62
 TU3232  LAPLACE CORR-           9.73  (seconds)                    DEFLEC99
 TU3232  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU3232
 TU3232  HORZ ORDER  -  THIRD
 TU3232
 TU3232.The horizontal coordinates were established by classical geodetic methods
 TU3232.and adjusted by the National Geodetic Survey in December 1998..
 TU3232.The horizontal coordinates are valid at the epoch date displayed above.
 TU3232.The epoch date for horizontal control is a decimal equivalence
 TU3232.of Year/Month/Day.
 TU3232
 TU3232
 TU3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3232
 TU3232.The geoid height was determined by GEOID03.
 TU3232
 TU3232;                    North         East     Units Scale Factor Converg.
 TU3232;SPC HI 2     -    50,186.964   466,488.953   MT  0.99998054   -0 06 51.2
 TU3232;UTM  04      - 2,299,808.515   709,377.723   MT  1.00014180   +0 42 50.8
 TU3232
 TU3232                          SUPERSEDED SURVEY CONTROL
 TU3232
 TU3232  NAD 83(1986)-  20 47 10.85297(N)    156 59 18.68400(W) AD(       ) 4
 TU3232  OLD HI      -  20 47 22.26000(N)    156 59 28.78000(W) AD(       ) 3
 TU3232
 TU3232.Superseded values are not recommended for survey control.
 TU3232.NGS no longer adjusts projects to the OLD HI datum.
 TU3232.See file dsdata.txt to determine how the superseded data were derived.
 TU3232
 TU3232_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0937899809(NAD 83)
 TU3232
 TU3232  HISTORY     - Date     Condition        Report By
 TU3232  HISTORY     - 1927     MONUMENTED       CGS
 TU3232  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3232
 TU3232                          STATION DESCRIPTION
 TU3232
 TU3232'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3232'AT KAUMALAPAU, ABOVE KAUMALAPAU HARBOR, AND ABOUT 180 FEET
 TU3232'ABOVE MEAN SEA LEVEL.  STATION IS JOINTED POLE ABOUT 30 FEET
 TU3232'HIGH, HELD BY GUY WIRES.
 TU3232
 TU3232                          STATION RECOVERY (1962)
 TU3232
 TU3232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3232'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3241 ***********************************************************************
 TU3241  DESIGNATION -  KAUMALAPAU RED LIGHT
 TU3241  PID         -  TU3241
 TU3241  STATE/COUNTY-  HI/MAUI
 TU3241  USGS QUAD   -  
 TU3241
 TU3241                         *CURRENT SURVEY CONTROL
 TU3241  ___________________________________________________________________
 TU3241* NAD 83(1993)-  20 47 08.98068(N)    156 59 32.11593(W)     ADJUSTED  
 TU3241* LOCAL TIDAL -                                                        
 TU3241  ___________________________________________________________________
 TU3241  EPOCH DATE  -        1993.62
 TU3241  LAPLACE CORR-           9.65  (seconds)                    DEFLEC99
 TU3241  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU3241
 TU3241  HORZ ORDER  -  THIRD
 TU3241
 TU3241.The horizontal coordinates were established by classical geodetic methods
 TU3241.and adjusted by the National Geodetic Survey in December 1998..
 TU3241.The horizontal coordinates are valid at the epoch date displayed above.
 TU3241.The epoch date for horizontal control is a decimal equivalence
 TU3241.of Year/Month/Day.
 TU3241
 TU3241
 TU3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3241
 TU3241.The geoid height was determined by GEOID03.
 TU3241
 TU3241;                    North         East     Units Scale Factor Converg.
 TU3241;SPC HI 2     -    50,128.806   466,101.449   MT  0.99998086   -0 06 56.0
 TU3241;UTM  04      - 2,299,744.751   708,991.038   MT  1.00013980   +0 42 45.9
 TU3241
 TU3241                          SUPERSEDED SURVEY CONTROL
 TU3241
 TU3241  NAD 83(1986)-  20 47 08.93669(N)    156 59 32.07871(W) AD(       ) 4
 TU3241  OLD HI      -  20 47 20.35200(N)    156 59 42.18000(W) AD(       ) 3
 TU3241
 TU3241.Superseded values are not recommended for survey control.
 TU3241.NGS no longer adjusts projects to the OLD HI datum.
 TU3241.See file dsdata.txt to determine how the superseded data were derived.
 TU3241
 TU3241_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0899199745(NAD 83)
 TU3241
 TU3241  HISTORY     - Date     Condition        Report By
 TU3241  HISTORY     - 1927     MONUMENTED       CGS
 TU3241  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3241
 TU3241                          STATION DESCRIPTION
 TU3241
 TU3241'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3241'ON WEST COAST OF LANAI ISLAND, NORTH SIDE OF ENTRANCE TO
 TU3241'KAUMALAPAU HARBOR, ON END OF BREAKWATER.  STATION IS AUTOMATIC
 TU3241'RED LIGHT ON CEMENT POST.
 TU3241
 TU3241                          STATION RECOVERY (1962)
 TU3241
 TU3241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3241'STATION WAS DESTROYED IN 1959 WHEN THE OLD BREAKWATER, UPON
 TU3241'WHICH IT WAS SITUATED, WAS REMOVED.  A NEW BREAKWATER WAS
 TU3241'CONSTRUCTED IN A DIFFERENT LOCATION AND HAS A GREEN LIGHT ON IT.
 TU3241'
 TU3241'SEE DESCRIPTION FOR KAUMALAPAU, BREAKWATER LIGHT 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3231 ***********************************************************************
 TU3231  DESIGNATION -  KAUMALAPAU SOUTH WIRELESS POLE
 TU3231  PID         -  TU3231
 TU3231  STATE/COUNTY-  HI/MAUI
 TU3231  USGS QUAD   -  
 TU3231
 TU3231                         *CURRENT SURVEY CONTROL
 TU3231  ___________________________________________________________________
 TU3231* NAD 83(1993)-  20 47 09.85461(N)    156 59 18.22524(W)     ADJUSTED  
 TU3231* LOCAL TIDAL -                                                        
 TU3231  ___________________________________________________________________
 TU3231  EPOCH DATE  -        1993.62
 TU3231  LAPLACE CORR-           9.74  (seconds)                    DEFLEC99
 TU3231  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU3231
 TU3231  HORZ ORDER  -  THIRD
 TU3231
 TU3231.The horizontal coordinates were established by classical geodetic methods
 TU3231.and adjusted by the National Geodetic Survey in December 1998..
 TU3231.The horizontal coordinates are valid at the epoch date displayed above.
 TU3231.The epoch date for horizontal control is a decimal equivalence
 TU3231.of Year/Month/Day.
 TU3231
 TU3231
 TU3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3231
 TU3231.The geoid height was determined by GEOID03.
 TU3231
 TU3231;                    North         East     Units Scale Factor Converg.
 TU3231;SPC HI 2     -    50,154.877   466,503.236   MT  0.99998053   -0 06 51.0
 TU3231;UTM  04      - 2,299,776.633   709,392.470   MT  1.00014188   +0 42 50.9
 TU3231
 TU3231                          SUPERSEDED SURVEY CONTROL
 TU3231
 TU3231  NAD 83(1986)-  20 47 09.81051(N)    156 59 18.18793(W) AD(       ) 4
 TU3231  OLD HI      -  20 47 21.22000(N)    156 59 28.29000(W) AD(       ) 3
 TU3231
 TU3231.Superseded values are not recommended for survey control.
 TU3231.NGS no longer adjusts projects to the OLD HI datum.
 TU3231.See file dsdata.txt to determine how the superseded data were derived.
 TU3231
 TU3231_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0939299777(NAD 83)
 TU3231
 TU3231  HISTORY     - Date     Condition        Report By
 TU3231  HISTORY     - 1927     MONUMENTED       CGS
 TU3231  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3231
 TU3231                          STATION DESCRIPTION
 TU3231
 TU3231'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3231'AT KAUMALAPAU, ABOVE KAUMALAPAU HARBOR, AND ABOUT 180 FEET ABOVE
 TU3231'MEAN SEA LEVEL.  STATION IS JOINTED POLE ABOUT 30 FEET HIGH,
 TU3231'HELD BY GUY WIRES.
 TU3231
 TU3231                          STATION RECOVERY (1962)
 TU3231
 TU3231'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3231'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3234 ***********************************************************************
 TU3234  DESIGNATION -  KAUMALAPAU STANDARD OIL N TK
 TU3234  PID         -  TU3234
 TU3234  STATE/COUNTY-  HI/MAUI
 TU3234  USGS QUAD   -  
 TU3234
 TU3234                         *CURRENT SURVEY CONTROL
 TU3234  ___________________________________________________________________
 TU3234* NAD 83(1993)-  20 47 15.09823(N)    156 59 25.70227(W)     ADJUSTED  
 TU3234* LOCAL TIDAL -                                                        
 TU3234  ___________________________________________________________________
 TU3234  EPOCH DATE  -        1993.62
 TU3234  LAPLACE CORR-           9.73  (seconds)                    DEFLEC99
 TU3234  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU3234
 TU3234  HORZ ORDER  -  THIRD
 TU3234
 TU3234.The horizontal coordinates were established by classical geodetic methods
 TU3234.and adjusted by the National Geodetic Survey in December 1998..
 TU3234.The horizontal coordinates are valid at the epoch date displayed above.
 TU3234.The epoch date for horizontal control is a decimal equivalence
 TU3234.of Year/Month/Day.
 TU3234
 TU3234
 TU3234.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3234
 TU3234.The geoid height was determined by GEOID03.
 TU3234
 TU3234;                    North         East     Units Scale Factor Converg.
 TU3234;SPC HI 2     -    50,316.568   466,287.316   MT  0.99998071   -0 06 53.7
 TU3234;UTM  04      - 2,299,935.211   709,174.200   MT  1.00014075   +0 42 48.4
 TU3234
 TU3234                          SUPERSEDED SURVEY CONTROL
 TU3234
 TU3234  NAD 83(1986)-  20 47 15.05468(N)    156 59 25.66543(W) AD(       ) 4
 TU3234  OLD HI      -  20 47 26.45400(N)    156 59 35.76400(W) AD(       ) 3
 TU3234
 TU3234.Superseded values are not recommended for survey control.
 TU3234.NGS no longer adjusts projects to the OLD HI datum.
 TU3234.See file dsdata.txt to determine how the superseded data were derived.
 TU3234
 TU3234_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0917499935(NAD 83)
 TU3234
 TU3234  HISTORY     - Date     Condition        Report By
 TU3234  HISTORY     - 1962     MONUMENTED       CGS
 TU3234
 TU3234                          STATION DESCRIPTION
 TU3234
 TU3234'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3234'STATION IS THE MOST NORTHERLY OF A GROUP OF SILVER TANKS OF
 TU3234'NEARLY THE SAME SIZE.  THE STATION BEING SLIGHTLY LARGER IN
 TU3234'DIAMETER.  THE TANKS SET IN AN L ARRANGEMENT, WITH THE LONG PART
 TU3234'LAYING EAST-WEST, AND THE STATION IS NORTH FROM THE WEST END OF
 TU3234'THE ROW.  A VERY LARGE DIAMETER TANK, BUT QUITE LOW AND SQUAT,
 TU3234'SETS INSIDE THE L OF THE OTHER TANKS.  A METAL STAIRWAY
 TU3234'CONNECTS THE TOP OF THIS TANK WITH THE TOP OF THE STATION
 TU3234'TANK.
 TU3234'
 TU3234'STATION IS 25 FEET HIGH AND 12 FEET DIAMETER AND LIES ABOUT 150
 TU3234'YARDS NORTHEAST OF THE WHARF AT KAUMALAPAU HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3237 ***********************************************************************
 TU3237  DESIGNATION -  KAUMALAPAU WHITE LIGHT
 TU3237  PID         -  TU3237
 TU3237  STATE/COUNTY-  HI/MAUI
 TU3237  USGS QUAD   -  
 TU3237
 TU3237                         *CURRENT SURVEY CONTROL
 TU3237  ___________________________________________________________________
 TU3237* NAD 83(1993)-  20 46 58.96889(N)    156 59 29.58959(W)     ADJUSTED  
 TU3237* LOCAL TIDAL -                                                        
 TU3237  ___________________________________________________________________
 TU3237  EPOCH DATE  -        1993.62
 TU3237  LAPLACE CORR-           9.82  (seconds)                    DEFLEC99
 TU3237  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU3237
 TU3237  HORZ ORDER  -  THIRD
 TU3237
 TU3237.The horizontal coordinates were established by classical geodetic methods
 TU3237.and adjusted by the National Geodetic Survey in December 1998..
 TU3237.The horizontal coordinates are valid at the epoch date displayed above.
 TU3237.The epoch date for horizontal control is a decimal equivalence
 TU3237.of Year/Month/Day.
 TU3237
 TU3237
 TU3237.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3237
 TU3237.The geoid height was determined by GEOID03.
 TU3237
 TU3237;                    North         East     Units Scale Factor Converg.
 TU3237;SPC HI 2     -    49,820.763   466,173.894   MT  0.99998080   -0 06 55.0
 TU3237;UTM  04      - 2,299,437.739   709,067.940   MT  1.00014020   +0 42 46.5
 TU3237
 TU3237                          SUPERSEDED SURVEY CONTROL
 TU3237
 TU3237  NAD 83(1986)-  20 46 58.92530(N)    156 59 29.55259(W) AD(       ) 4
 TU3237  OLD HI      -  20 47 10.32900(N)    156 59 39.65300(W) AD(       ) 3
 TU3237
 TU3237.Superseded values are not recommended for survey control.
 TU3237.NGS no longer adjusts projects to the OLD HI datum.
 TU3237.See file dsdata.txt to determine how the superseded data were derived.
 TU3237
 TU3237_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0906899438(NAD 83)
 TU3237
 TU3237  HISTORY     - Date     Condition        Report By
 TU3237  HISTORY     - 1927     MONUMENTED       CGS
 TU3237  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3237  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3237
 TU3237                          STATION DESCRIPTION
 TU3237
 TU3237'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3237'ON WEST COAST OF LANAI, ON BLUFF AT SOUTH SIDE OF ENTRANCE TO
 TU3237'KAUMALAPAU HARBOR, ABOUT 110 FEET ABOVE MEAN SEA LEVEL.  STATION
 TU3237'IS WHITE LIGHT ON POST, THE LOWER PART OF WHICH IS SURROUNDED BY
 TU3237'A WHITE SHED.
 TU3237
 TU3237                          STATION RECOVERY (1962)
 TU3237
 TU3237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3237'STATION WAS RECOVERED.  IT IS A 12-INCH-DIAMETER, WHITE LIGHT
 TU3237'MOUNTED ON TOP OF A 6-INCH PIPE THAT PROJECTS 4 FEET ABOVE THE
 TU3237'TOP OF A 4 X 8-FOOT WOODEN BOOTH THAT IS PAINTED WHITE.  STATION
 TU3237'IS ON THE ROCKY BLUFF AT SOUTH SIDE OF ENTRANCE TO KAUMALAPAU
 TU3237'HARBOR AND 64 YARDS SOUTHWEST OF A U.S. LIGHTHOUSE SERVICE MARK
 TU3237'CONSISTING OF A STEEL PIN SET IN THE TOP OF AN 8-INCH-SQUARE,
 TU3237'CONCRETE MONUMENT THAT HAS THE LETTERS USLHS INSCRIBED IN THE
 TU3237'CEMENT.
 TU3237
 TU3237                          STATION RECOVERY (1967)
 TU3237
 TU3237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3237'STATION WAS RECOVERED AND MARK FOUND.  A COMPLETE DESCRIPTION
 TU3237'FOLLOWS--
 TU3237'
 TU3237'STATION IS A 12 IN. DIAMETER, WHITE LIGHT MOUNTED ON TOP OF A
 TU3237'6 IN. PIPE THAT PROJECTS 4 FEET ABOVE THE TOP OF A 5X5-FOOT
 TU3237'WOODEN BOOTH THAT IS PAINTED WHITE.  STATION IS ON THE ROCKY BLUFF
 TU3237'AT SOUTH SIDE OF ENTRANCE TO KAUMALAPAU HARBOR AND 64 YARDS SW
 TU3237'OF A U.S. LIGHTHOUSE SERVICE MARK CONSISTING OF A STEEL PIN SET
 TU3237'IN THE TOP OF A 6 IN. SQUARE, CONCRETE MONUMENT THAT HAS THE
 TU3237'LETTERS USLHS INSCRIBED IN THE CEMENT.  THE MONUMENT IS BREAKING UP
 TU3237'AND WEATHERING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2646 ***********************************************************************
 TU2646  DESIGNATION -  KAUMOALI 2
 TU2646  PID         -  TU2646
 TU2646  STATE/COUNTY-  HI/HAWAII
 TU2646  USGS QUAD   -  HONOKAA (1995)
 TU2646
 TU2646                         *CURRENT SURVEY CONTROL
 TU2646  ___________________________________________________________________
 TU2646* NAD 83(1993)-  20 03 44.94060(N)    155 23 35.75970(W)     ADJUSTED  
 TU2646* LOCAL TIDAL -       133.3    (meters)     437.     (feet)  VERT ANG  
 TU2646  ___________________________________________________________________
 TU2646  EPOCH DATE  -        1993.62
 TU2646  LAPLACE CORR-         -13.28  (seconds)                    DEFLEC99
 TU2646  GEOID HEIGHT-          19.59  (meters)                     GEOID03
 TU2646
 TU2646  HORZ ORDER  -  SECOND
 TU2646
 TU2646.The horizontal coordinates were established by classical geodetic methods
 TU2646.and adjusted by the National Geodetic Survey in December 1998..
 TU2646.The horizontal coordinates are valid at the epoch date displayed above.
 TU2646.The epoch date for horizontal control is a decimal equivalence
 TU2646.of Year/Month/Day.
 TU2646
 TU2646.The orthometric height was determined by vertical angle observations.
 TU2646
 TU2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2646
 TU2646.The geoid height was determined by GEOID03.
 TU2646
 TU2646;                    North         East     Units Scale Factor Converg.
 TU2646;SPC HI 1     -   136,062.896   511,164.560   MT  0.99996821   +0 02 11.8
 TU2646;UTM  05      - 2,220,189.813   249,694.696   MT  1.00037443   -0 49 17.1
 TU2646
 TU2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2646!SPC HI 1     -   0.99997597  x   0.99996821  =   0.99994418
 TU2646!UTM  05      -   0.99997597  x   1.00037443  =   1.00035039
 TU2646
 TU2646|---------------------------------------------------------------------|
 TU2646| PID    Reference Object                     Distance      Geod. Az  |
 TU2646|                                                           dddmmss.s |
 TU2646| CN5388 KAUMOALI 2 RM 1                      12.558 METERS 00425     |
 TU2646| TU2643 PAAUILO STACK                       APPROX. 3.7 KM 1100423.8 |
 TU2646| CN5389 KAUMOALI 2 RM 2                      15.868 METERS 18214     |
 TU2646| TU2652 PAAUHAU SUGAR CO STACK              APPROX. 5.2 KM 3020420.2 |
 TU2646| TU2651 MAHAKUOLO 2                         APPROX. 3.8 KM 3051948.5 |
 TU2646|---------------------------------------------------------------------|
 TU2646
 TU2646                          SUPERSEDED SURVEY CONTROL
 TU2646
 TU2646  NAD 83(1986)-  20 03 44.92559(N)    155 23 35.75556(W) AD(       ) 2
 TU2646  OLD HI      -  20 03 55.95400(N)    155 23 45.74900(W) AD(       ) 2
 TU2646
 TU2646.Superseded values are not recommended for survey control.
 TU2646.NGS no longer adjusts projects to the OLD HI datum.
 TU2646.See file dsdata.txt to determine how the superseded data were derived.
 TU2646
 TU2646_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4969520190(NAD 83)
 TU2646_MARKER: Z = SEE DESCRIPTION
 TU2646_SETTING: 0 = UNSPECIFIED SETTING
 TU2646
 TU2646  HISTORY     - Date     Condition        Report By
 TU2646  HISTORY     - 1948     MONUMENTED       CGS
 TU2646  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2646  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2646
 TU2646                          STATION DESCRIPTION
 TU2646
 TU2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2646'ESTABLISHED BY THE U.S.C. AND G.S. IN 1948.  THE STATION IS
 TU2646'LOCATED AT HAMAKUA DISTRICT IN THE NORTHERN PART OF THE ISLAND
 TU2646'OF HAWAII 1.8 MILES WEST OF PAAUILO VILLAGE, 0.35 MILE INLAND
 TU2646'FROM THE COAST.
 TU2646'
 TU2646'THE STATION IS MARKED BY A STANDARD DISK SET IN A CONCRETE
 TU2646'BLOCK ABOUT 18 INCHES SQUARE IMBEDDED IN THE GROUND AND
 TU2646'EXTENDING ABOVE THE GROUND ABOUT 8 INCHES.  IT IS LOCATED ON THE
 TU2646'WEST SIDE OF KAUMOALI GULCH ON A FAIRLY PROMINENT FLAT RISE OF
 TU2646'LAND OVERLOOKING THE COASTAL AREA.
 TU2646'
 TU2646'THE OLD H.T.S. STATION KAUMOALI IS LOCATED SEVERAL HUNDRED
 TU2646'FEET AWAY AND WAS NOT SEARCHED FOR OR TIED IN DUE TO INTERVENING
 TU2646'HIGH CANE.
 TU2646'
 TU2646'THE TWO REFERENCE MARKS ARE CEMENTED IN DRILL HOLES IN SOLID
 TU2646'OUT-CROPPING BOULDERS ON THE GULCH BANK.
 TU2646'
 TU2646'TO REACH THE STATION PROCEED WEST FROM PAAUILO VILLAGE ALONG
 TU2646'THE MAIN ROAD TO HONOKAA A DISTANCE OF ABOUT 1.8 MILES THEN
 TU2646'CONTINUE DOWNWARD TOWARD THE SEA ON A PLANTATION GRAVEL ROAD
 TU2646'ABOUT 0.7 MILE AND TURN LEFT ON THE PLANTATION MAIN LOWER ROAD
 TU2646'FOR A DISTANCE OF ABOUT 0.3 MILE AT WHICH POINT IS AN OLD WOODEN
 TU2646'BRIDGE CROSSING KAUMOALI GULCH.  FOLLOW DOWN THE WEST BANK OF
 TU2646'KAUMOALI GULCH ABOUT 150 FEET TO THE STATION.
 TU2646
 TU2646                          STATION RECOVERY (1950)
 TU2646
 TU2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CLM)
 TU2646'THE TRIANGULATION WAS REPORTED AS DISTURBED BY THE HAMAKUA MILL
 TU2646'COMPANY.
 TU2646'
 TU2646'THE STATION WAS REESTABLISHED WITHIN 0.01 FOOT OF ITS ORIGINAL
 TU2646'LOCATION BY MEASUREMENTS AND ANGLE OBSERVATIONS FROM THE TWO
 TU2646'REFERENCE MARKS.
 TU2646'
 TU2646'THE ORIGINAL DISK WAS SET IN A CONCRETE BLOCK ABOUT 24 INCHES
 TU2646'SQUARE BUT WITH A HEAVIER BASE.  TWO HEAVY RAILS WERE PLACED
 TU2646'BETWEEN THE STATION AND THE EXISTING ROADWAY.  OTHERWISE, THE
 TU2646'ORIGINAL DESCRIPTION IS UNCHANGED.
 TU2646'
 TU2646'THE REESTABLISHMENT OF THE STATION WAS DONE UNDER THE
 TU2646'SUPERVISION OF MR. CHAS. L. MURRAY OF THE TERRITORIAL SURVEY
 TU2646'DEPARTMENT.
 TU2646
 TU2646                          STATION RECOVERY (1966)
 TU2646
 TU2646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2646'STATION IS DESTROYED.  THE RIDGE HAS BEEN CLEARED OFF AND
 TU2646'PLANTED IN SUGAR CANE.  STATION MONUMENT WAS FOUND PUSHED NEARLY
 TU2646'OUT OF GROUND BY MACHINERY.  A SEARCH WAS MADE FOR AN UNDERGROUND
 TU2646'MARK BUT NONE WAS FOUND.  THE STATION HAD APPARENTLY BEEN BUILT
 TU2646'UP OVER AN OLD SURVEY POINT BECAUSE A 2-1/2-INCH IRON PIPE WAS
 TU2646'FOUND EXTENDING FROM THE BOTTOM OF THE CONCRETE MONUMENT.
 TU2646'
 TU2646'REFERENCE MARK NUMBER ONE WAS RECOVERED IN GOOD CONDITION.  A
 TU2646'SEARCH WAS MADE FOR REFERENCE MARK NUMBER TWO BY DISTANCE AND
 TU2646'ANGLE BUT IT WAS NOT FOUND AND IS BELIEVED DESTROYED BY
 TU2646'MACHINERY.
 TU2646'
 TU2646'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948
 TU2646'CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER FLUSH WITH
 TU2646'GROUND.  IT IS 21 FEET EAST OF CENTER LINE OF FIELD ROAD AND 6
 TU2646'FEET WEST OF EDGE OF RIDGE, WHERE ROAD BEGINS TO DROP DOWNGRADE
 TU2646'TO NORTH.
 TU2646'
 TU2646'TO REACH FROM THE POST OFFICE IN LAUPAHOEHOE, GO NORTHWEST 0.1
 TU2646'MILE.  TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 19 FOR 11.2
 TU2646'MILES TO FORK IN PAAUILO VILLAGE.  CONTINUE AHEAD ON THE HIGHWAY
 TU2646'FOR 1.6 MILES TO PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO
 TU2646'0.15 MILE TO T-JUNCTION.  TURN LEFT AND GO 0.05 MILE TO SIDE
 TU2646'ROAD RIGHT, BY CEMETERY.  TURN RIGHT AND GO DOWN LONG HILL FOR
 TU2646'0.7 MILE TO T-JUNCTION.  TURN LEFT AND GO 0.35 MILE TO SIDE
 TU2646'ROAD RIGHT, JUST AFTER CROSSING BRIDGE ACROSS KAUMAOLI
 TU2646'STREAM.  TURN RIGHT AND GO NORTH 200 FEET ALONG WEST SIDE OF
 TU2646'GULCH TO CREST OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3398 ***********************************************************************
 TU3398  DESIGNATION -  KAUNAKAKAI 1925
 TU3398  PID         -  TU3398
 TU3398  STATE/COUNTY-  HI/MAUI
 TU3398  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3398
 TU3398                         *CURRENT SURVEY CONTROL
 TU3398  ___________________________________________________________________
 TU3398* NAD 83(1993)-  21 05 10.34654(N)    157 01 19.52870(W)     ADJUSTED  
 TU3398* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU3398  ___________________________________________________________________
 TU3398  EPOCH DATE  -        1993.62
 TU3398  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 TU3398  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3398
 TU3398  HORZ ORDER  -  THIRD
 TU3398
 TU3398.The horizontal coordinates were established by classical geodetic methods
 TU3398.and adjusted by the National Geodetic Survey in December 1998..
 TU3398.The horizontal coordinates are valid at the epoch date displayed above.
 TU3398.The epoch date for horizontal control is a decimal equivalence
 TU3398.of Year/Month/Day.
 TU3398
 TU3398.The orthometric height was scaled from a topographic map.
 TU3398
 TU3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3398
 TU3398.The geoid height was determined by GEOID03.
 TU3398
 TU3398;                    North         East     Units Scale Factor Converg.
 TU3398;SPC HI 2     -    83,391.595   463,068.672   MT  0.99998351   -0 07 40.3
 TU3398;UTM  04      - 2,332,964.807   705,473.894   MT  1.00012176   +0 42 42.6
 TU3398
 TU3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3398!SPC HI 2     -   0.99999734  x   0.99998351  =   0.99998086
 TU3398!UTM  04      -   0.99999734  x   1.00012176  =   1.00011910
 TU3398
 TU3398:                Primary Azimuth Mark                     Grid Az
 TU3398:SPC HI 2     -  PUU LUAHINE                              011 40 55.2
 TU3398:UTM  04      -  PUU LUAHINE                              010 50 32.3
 TU3398
 TU3398|---------------------------------------------------------------------|
 TU3398| PID    Reference Object                     Distance      Geod. Az  |
 TU3398|                                                           dddmmss.s |
 TU3398| TU3393 PUU LUAHINE                         APPROX. 4.9 KM 0113314.9 |
 TU3398| TU3397 PIPE                                APPROX. 1.0 KM 0184245.6 |
 TU3398| TU3395 CANE                                APPROX. 1.0 KM 1060933.2 |
 TU3398| TU3408 B                                   APPROX. 0.8 KM 2320432.5 |
 TU3398| TU3405 D                                   APPROX. 0.6 KM 2340823.0 |
 TU3398| TU3399 KAUNAKAKAI WIRELESS MAST             83.766 METERS 27741     |
 TU3398| TU3401 FLAG                                179.803 METERS 28523     |
 TU3398| TU3417 BLACK                               APPROX. 6.2 KM 2863021.7 |
 TU3398| TU3415 CAB                                 APPROX. 5.6 KM 2901142.7 |
 TU3398| TU3414 ROCK                                APPROX. 5.1 KM 2940017.6 |
 TU3398| TU3412 NUT                                 APPROX. 2.2 KM 2993329.7 |
 TU3398| TU3403 KAUNAKAKAI HARBOR ENT RNG F LT      326.444 METERS 30106     |
 TU3398| TU3406 BILL                                APPROX. 0.7 KM 3042148.5 |
 TU3398| TU3400 KAUNAKAKAI REAR RANGE LIGHT         384.101 METERS 33634     |
 TU3398|---------------------------------------------------------------------|
 TU3398
 TU3398                          SUPERSEDED SURVEY CONTROL
 TU3398
 TU3398  NAD 83(1986)-  21 05 10.30228(N)    157 01 19.47901(W) AD(       ) 3
 TU3398  OLD HI      -  21 05 21.71900(N)    157 01 29.55200(W) AD(       ) 3
 TU3398
 TU3398.Superseded values are not recommended for survey control.
 TU3398.NGS no longer adjusts projects to the OLD HI datum.
 TU3398.See file dsdata.txt to determine how the superseded data were derived.
 TU3398
 TU3398_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0547432965(NAD 83)
 TU3398
 TU3398  HISTORY     - Date     Condition        Report By
 TU3398  HISTORY     - 1925     MONUMENTED       CGS
 TU3398  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3398
 TU3398                          STATION DESCRIPTION
 TU3398
 TU3398'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3398'ON SOUTHERN COAST OF MOLOKAI AT KAUNAKAKAI VILLAGE, EAST END
 TU3398'OF WHARF, BETWEEN THE HOUSE OF WIRELESS OPERATOR AND MR. DERNS
 TU3398'HOUSE, AND BETWEEN THE ROAD ON THE NORTH AND BEACH ON SOUTH, BUT
 TU3398'SLIGHTLY CLOSER TO THE ROAD.  CENTER MARKED BY GRANITE POST WITH
 TU3398'CROSS IN TOP.
 TU3398
 TU3398                          STATION RECOVERY (1962)
 TU3398
 TU3398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3398'THE ORIGINAL GRANITE POST WHICH MARKED THE STATION WAS RECOVERED
 TU3398'BUT A SECTION FROM THE TOP OF THE POST WHICH CONTAINED THE CROSS
 TU3398'HAD BEEN BROKEN OFF AND COULD NOT BE FOUND.
 TU3398'
 TU3398'THE VISIBILITY FROM THE STATION IS OBSTRUCTED IN ALL DIRECTIONS
 TU3398'BY BUILDINGS AND TREES.
 TU3398'
 TU3398'STATION IS LOCATED ABOUT 0.1 MILE SOUTH OF THE POST OFFICE IN
 TU3398'KAUNAKAKAI, ABOUT 0.1 MILE EAST OF ROAD LEADING TO THE WHARF,
 TU3398'AND ABOUT 37 METERS FROM THE HIGH WATER LINE.
 TU3398'
 TU3398'STATION IS 82.3 FEET SOUTH OF THE CENTER LINE OF STREET, 49.0
 TU3398'FEET EAST OF OLD FENCE LINE, 30.8 FEET NORTHEAST OF NORTHEAST
 TU3398'CORNER OF HOUSE, 22.0 FEET NORTHWEST OF SOUTHWEST CORNER OF
 TU3398'STORAGE SHED IN REAR OF CAR PORT, AND 1.6 FEET NORTH OF OLD
 TU3398'GRASS COVERED FOUNDATION.  A GRANITE POST WITH IRREGULAR TOP,
 TU3398'ABOUT 6 INCHES SQUARE, AND SET ABOUT 16 INCHES BELOW THE
 TU3398'SURFACE.
 TU3398'
 TU3398'TO REACH THE STATION FROM THE POST OFFICE IN KAUNAKAKAI, GO
 TU3398'0.2 MILE SOUTH TO STREET ON LEFT, TURN LEFT AND GO 0.1 MILE
 TU3398'EAST TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3402 ***********************************************************************
 TU3402  DESIGNATION -  KAUNAKAKAI HARBOR ENT RNG R LT
 TU3402  PID         -  TU3402
 TU3402  STATE/COUNTY-  HI/MAUI
 TU3402  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3402
 TU3402                         *CURRENT SURVEY CONTROL
 TU3402  ___________________________________________________________________
 TU3402* NAD 83(1993)-  21 05 20.77563(N)    157 01 25.70125(W)     ADJUSTED  
 TU3402* LOCAL TIDAL -                                                        
 TU3402  ___________________________________________________________________
 TU3402  EPOCH DATE  -        1993.62
 TU3402  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 TU3402  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3402
 TU3402  HORZ ORDER  -  THIRD
 TU3402
 TU3402.The horizontal coordinates were established by classical geodetic methods
 TU3402.and adjusted by the National Geodetic Survey in December 1998..
 TU3402.The horizontal coordinates are valid at the epoch date displayed above.
 TU3402.The epoch date for horizontal control is a decimal equivalence
 TU3402.of Year/Month/Day.
 TU3402
 TU3402
 TU3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3402
 TU3402.The geoid height was determined by GEOID03.
 TU3402
 TU3402;                    North         East     Units Scale Factor Converg.
 TU3402;SPC HI 2     -    83,712.734   462,891.230   MT  0.99998368   -0 07 42.6
 TU3402;UTM  04      - 2,333,283.356   705,291.739   MT  1.00012084   +0 42 40.8
 TU3402
 TU3402                          SUPERSEDED SURVEY CONTROL
 TU3402
 TU3402  NAD 83(1986)-  21 05 20.73161(N)    157 01 25.65052(W) AD(       ) 4
 TU3402  OLD HI      -  21 05 32.18400(N)    157 01 35.78300(W) AD(       ) 3
 TU3402
 TU3402.Superseded values are not recommended for survey control.
 TU3402.NGS no longer adjusts projects to the OLD HI datum.
 TU3402.See file dsdata.txt to determine how the superseded data were derived.
 TU3402
 TU3402_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0529233283(NAD 83)
 TU3402
 TU3402  HISTORY     - Date     Condition        Report By
 TU3402  HISTORY     - 1962     MONUMENTED       CGS
 TU3402  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3402
 TU3402                          STATION DESCRIPTION
 TU3402
 TU3402'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3402'STATION IS LOCATED AT KAUNAKAKAI, ABOUT 1000 FEET NORTH OF THE
 TU3402'SHORELINE, ABOUT 350 FEET WEST OF ROAD LEADING TO WHARF, AND ABOUT
 TU3402'200 FEET SOUTH OF STATE ROUTE 46.
 TU3402'
 TU3402'STATION IS CENTER OF LIGHT ATOP A SHELTON STEEL TOWER.  A SMALL
 TU3402'CONCRETE BUILDING IS LOCATED UNDER THE CENTER OF THE TOWER.  LIGHT
 TU3402'IS PAINTED BLACK.  TOWER AND BUILDING IS PAINTED WHITE.  LIGHT IS
 TU3402'LISTED AS NUMBER 2956 IN LIST OF LIGHTS AND OTHER MARINE AIDS,
 TU3402'VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS.
 TU3402
 TU3402                          STATION RECOVERY (1967)
 TU3402
 TU3402'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3402'STATION WAS RECOVERED AS DESCRIBED.
 TU3402'
 TU3402'LIGHT IS LISTED AS NUMBER 3685 IN LIST OF LIGHTS AND MARINE AIDS,
 TU3402'VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3403 ***********************************************************************
 TU3403  DESIGNATION -  KAUNAKAKAI HARBOR ENT RNG F LT
 TU3403  PID         -  TU3403
 TU3403  STATE/COUNTY-  HI/MAUI
 TU3403  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3403
 TU3403                         *CURRENT SURVEY CONTROL
 TU3403  ___________________________________________________________________
 TU3403* NAD 83(1993)-  21 05 15.82831(N)    157 01 29.21345(W)     ADJUSTED  
 TU3403* LOCAL TIDAL -                                                        
 TU3403  ___________________________________________________________________
 TU3403  EPOCH DATE  -        1993.62
 TU3403  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 TU3403  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3403
 TU3403  HORZ ORDER  -  THIRD
 TU3403
 TU3403.The horizontal coordinates were established by classical geodetic methods
 TU3403.and adjusted by the National Geodetic Survey in December 1998..
 TU3403.The horizontal coordinates are valid at the epoch date displayed above.
 TU3403.The epoch date for horizontal control is a decimal equivalence
 TU3403.of Year/Month/Day.
 TU3403
 TU3403
 TU3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3403
 TU3403.The geoid height was determined by GEOID03.
 TU3403
 TU3403;                    North         East     Units Scale Factor Converg.
 TU3403;SPC HI 2     -    83,560.810   462,789.515   MT  0.99998377   -0 07 43.9
 TU3403;UTM  04      - 2,333,129.936   705,192.248   MT  1.00012033   +0 42 39.3
 TU3403
 TU3403                          SUPERSEDED SURVEY CONTROL
 TU3403
 TU3403  NAD 83(1986)-  21 05 15.78380(N)    157 01 29.16292(W) AD(       ) 4
 TU3403  OLD HI      -  21 05 27.23600(N)    157 01 39.29600(W) AD(       ) 3
 TU3403
 TU3403.Superseded values are not recommended for survey control.
 TU3403.NGS no longer adjusts projects to the OLD HI datum.
 TU3403.See file dsdata.txt to determine how the superseded data were derived.
 TU3403
 TU3403_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0519233130(NAD 83)
 TU3403
 TU3403  HISTORY     - Date     Condition        Report By
 TU3403  HISTORY     - 1962     MONUMENTED       CGS
 TU3403  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3403
 TU3403                          STATION DESCRIPTION
 TU3403
 TU3403'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3403'STATION IS LOCATED AT KAUNAKAKAI, ABOUT 1000 FEET SOUTH OF STATE
 TU3403'ROUTE 46, ABOUT 500 FEET WEST OF ROAD LEADING TO WHARF, ABOUT 250
 TU3403'FEET NORTH OF THE SHORELINE.
 TU3403'
 TU3403'STATION IS CENTER OF LIGHT ATOP A SHELTON STEEL TOWER ERECTED ON
 TU3403'THE TOP OF A SMALL CONCRETE BUILDING SETTING ON A CONCRETE
 TU3403'FOUNDATION.  LIGHT IS PAINTED BLACK.  BUILDING AND TOWER ARE
 TU3403'PAINTED WHITE.  STRUCTURE IS ABUT 27 FEET HIGH.
 TU3403'
 TU3403'LIGHT IS LISTED AS NUMBER 2955 IN LIST OF LIGHTS AND OTHER
 TU3403'MARINE AIDS, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS.
 TU3403
 TU3403                          STATION RECOVERY (1967)
 TU3403
 TU3403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3403'STATION WAS RECOVERED AS DESCRIBED.
 TU3403'
 TU3403'LIGHT IS LISTED AS NUMBER 3684 IN LIST OF LIGHTS AND OTHER MARINE
 TU3403'AIDS, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3409 ***********************************************************************
 TU3409  DESIGNATION -  KAUNAKAKAI HARBOR SHACK
 TU3409  PID         -  TU3409
 TU3409  STATE/COUNTY-  HI/MAUI
 TU3409  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3409
 TU3409                         *CURRENT SURVEY CONTROL
 TU3409  ___________________________________________________________________
 TU3409* NAD 83(1993)-  21 04 52.04971(N)    157 01 43.88836(W)     ADJUSTED  
 TU3409* LOCAL TIDAL -                                                        
 TU3409  ___________________________________________________________________
 TU3409  EPOCH DATE  -        1993.62
 TU3409  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 TU3409  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3409
 TU3409  HORZ ORDER  -  THIRD
 TU3409
 TU3409.The horizontal coordinates were established by classical geodetic methods
 TU3409.and adjusted by the National Geodetic Survey in December 1998..
 TU3409.The horizontal coordinates are valid at the epoch date displayed above.
 TU3409.The epoch date for horizontal control is a decimal equivalence
 TU3409.of Year/Month/Day.
 TU3409
 TU3409
 TU3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3409
 TU3409.The geoid height was determined by GEOID03.
 TU3409
 TU3409;                    North         East     Units Scale Factor Converg.
 TU3409;SPC HI 2     -    82,830.470   462,364.287   MT  0.99998416   -0 07 49.0
 TU3409;UTM  04      - 2,332,393.343   704,777.712   MT  1.00011823   +0 42 33.3
 TU3409
 TU3409                          SUPERSEDED SURVEY CONTROL
 TU3409
 TU3409  NAD 83(1986)-  21 04 52.00500(N)    157 01 43.83761(W) AD(       ) 4
 TU3409  OLD HI      -  21 05 03.41600(N)    157 01 53.94200(W) AD(       ) 3
 TU3409
 TU3409.Superseded values are not recommended for survey control.
 TU3409.NGS no longer adjusts projects to the OLD HI datum.
 TU3409.See file dsdata.txt to determine how the superseded data were derived.
 TU3409
 TU3409_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0477832393(NAD 83)
 TU3409
 TU3409  HISTORY     - Date     Condition        Report By
 TU3409  HISTORY     - UNK      MONUMENTED
 TU3409  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3409
 TU3409                          STATION DESCRIPTION
 TU3409
 TU3409'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3409'STATION HAS BEEN DESTROYED.  THE EXISTING BUILDINGS ON THE
 TU3409'WHARF HAVE BEEN CONSTRUCTED SINCE 1925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3400 ***********************************************************************
 TU3400  DESIGNATION -  KAUNAKAKAI REAR RANGE LIGHT
 TU3400  PID         -  TU3400
 TU3400  STATE/COUNTY-  HI/MAUI
 TU3400  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3400
 TU3400                         *CURRENT SURVEY CONTROL
 TU3400  ___________________________________________________________________
 TU3400* NAD 83(1993)-  21 05 21.80597(N)    157 01 24.81970(W)     ADJUSTED  
 TU3400* LOCAL TIDAL -                                                        
 TU3400  ___________________________________________________________________
 TU3400  EPOCH DATE  -        1993.62
 TU3400  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 TU3400  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3400
 TU3400  HORZ ORDER  -  THIRD
 TU3400
 TU3400.The horizontal coordinates were established by classical geodetic methods
 TU3400.and adjusted by the National Geodetic Survey in December 1998..
 TU3400.The horizontal coordinates are valid at the epoch date displayed above.
 TU3400.The epoch date for horizontal control is a decimal equivalence
 TU3400.of Year/Month/Day.
 TU3400
 TU3400
 TU3400.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3400
 TU3400.The geoid height was determined by GEOID03.
 TU3400
 TU3400;                    North         East     Units Scale Factor Converg.
 TU3400;SPC HI 2     -    83,744.365   462,916.745   MT  0.99998365   -0 07 42.3
 TU3400;UTM  04      - 2,333,315.361   705,316.791   MT  1.00012096   +0 42 41.1
 TU3400
 TU3400                          SUPERSEDED SURVEY CONTROL
 TU3400
 TU3400  NAD 83(1986)-  21 05 21.76158(N)    157 01 24.76991(W) AD(       ) 4
 TU3400  OLD HI      -  21 05 33.18000(N)    157 01 34.84000(W) AD(       ) 3
 TU3400
 TU3400.Superseded values are not recommended for survey control.
 TU3400.NGS no longer adjusts projects to the OLD HI datum.
 TU3400.See file dsdata.txt to determine how the superseded data were derived.
 TU3400
 TU3400_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0531733315(NAD 83)
 TU3400
 TU3400  HISTORY     - Date     Condition        Report By
 TU3400  HISTORY     - UNK      MONUMENTED
 TU3400  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3400  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3400
 TU3400                          STATION DESCRIPTION
 TU3400
 TU3400'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3400'THE LIGHT, WHICH WAS LOCATED IN 1900, HAS BEEN REMOVED AND A NEW
 TU3400'ONE ESTABLISHED IN A NEW LOCATION.  THE TOPOGRAPHIC LOCATION OF
 TU3400'1925 IS CORRECT.
 TU3400
 TU3400                          STATION RECOVERY (1962)
 TU3400
 TU3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3400'STATION HAS BEEN DESTROYED.  THE STRUCTURE HAS BEEN REBUILT SINCE
 TU3400'THE DATE OF THE ORIGINAL TRIANGULATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3399 ***********************************************************************
 TU3399  DESIGNATION -  KAUNAKAKAI WIRELESS MAST
 TU3399  PID         -  TU3399
 TU3399  STATE/COUNTY-  HI/MAUI
 TU3399  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3399
 TU3399                         *CURRENT SURVEY CONTROL
 TU3399  ___________________________________________________________________
 TU3399* NAD 83(1993)-  21 05 10.71057(N)    157 01 22.40476(W)     ADJUSTED  
 TU3399* LOCAL TIDAL -                                                        
 TU3399  ___________________________________________________________________
 TU3399  EPOCH DATE  -        1993.62
 TU3399  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 TU3399  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3399
 TU3399  HORZ ORDER  -  THIRD
 TU3399
 TU3399.The horizontal coordinates were established by classical geodetic methods
 TU3399.and adjusted by the National Geodetic Survey in December 1998..
 TU3399.The horizontal coordinates are valid at the epoch date displayed above.
 TU3399.The epoch date for horizontal control is a decimal equivalence
 TU3399.of Year/Month/Day.
 TU3399
 TU3399
 TU3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3399
 TU3399.The geoid height was determined by GEOID03.
 TU3399
 TU3399;                    North         East     Units Scale Factor Converg.
 TU3399;SPC HI 2     -    83,402.976   462,985.684   MT  0.99998359   -0 07 41.4
 TU3399;UTM  04      - 2,332,974.972   705,390.736   MT  1.00012134   +0 42 41.6
 TU3399
 TU3399                          SUPERSEDED SURVEY CONTROL
 TU3399
 TU3399  NAD 83(1986)-  21 05 10.66682(N)    157 01 22.35446(W) AD(       ) 4
 TU3399  OLD HI      -  21 05 22.08200(N)    157 01 32.43500(W) AD(       ) 3
 TU3399
 TU3399.Superseded values are not recommended for survey control.
 TU3399.NGS no longer adjusts projects to the OLD HI datum.
 TU3399.See file dsdata.txt to determine how the superseded data were derived.
 TU3399
 TU3399_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0539132975(NAD 83)
 TU3399
 TU3399  HISTORY     - Date     Condition        Report By
 TU3399  HISTORY     - UNK      MONUMENTED
 TU3399  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3399
 TU3399                          STATION DESCRIPTION
 TU3399
 TU3399'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3399'STATION HAS BEEN DESTROYED.  THE LOCATION OF THE STATION WAS
 TU3399'PLOTTED ON A U.S.G.S. QUADRANGLE AND THE AREA VISITED.  A
 TU3399'THOROUGH SEARCH OF THE AREA WAS MADE BUT NO RADIO MAST COULD
 TU3399'BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3308 ***********************************************************************
 TU3308  DESIGNATION -  KAUNUPAHU
 TU3308  PID         -  TU3308
 TU3308  STATE/COUNTY-  HI/MAUI
 TU3308  USGS QUAD   -  
 TU3308
 TU3308                         *CURRENT SURVEY CONTROL
 TU3308  ___________________________________________________________________
 TU3308* NAD 83(1993)-  21 09 34.36044(N)    156 47 28.27496(W)     ADJUSTED  
 TU3308* LOCAL TIDAL -       640.     (meters)    2100.     (feet)  SCALED    
 TU3308  ___________________________________________________________________
 TU3308  EPOCH DATE  -        1993.62
 TU3308  LAPLACE CORR-          -5.37  (seconds)                    DEFLEC99
 TU3308  GEOID HEIGHT-          14.89  (meters)                     GEOID03
 TU3308
 TU3308  HORZ ORDER  -  THIRD
 TU3308
 TU3308.The horizontal coordinates were established by classical geodetic methods
 TU3308.and adjusted by the National Geodetic Survey in December 1998..
 TU3308.The horizontal coordinates are valid at the epoch date displayed above.
 TU3308.The epoch date for horizontal control is a decimal equivalence
 TU3308.of Year/Month/Day.
 TU3308
 TU3308.The orthometric height was scaled from a topographic map.
 TU3308
 TU3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3308
 TU3308.The geoid height was determined by GEOID03.
 TU3308
 TU3308;                    North         East     Units Scale Factor Converg.
 TU3308;SPC HI 2     -    91,474.978   487,067.751   MT  0.99996873   -0 02 41.8
 TU3308;UTM  04      - 2,341,401.408   729,356.729   MT  1.00025011   +0 47 51.6
 TU3308
 TU3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3308!SPC HI 2     -   0.99989708  x   0.99996873  =   0.99986581
 TU3308!UTM  04      -   0.99989708  x   1.00025011  =   1.00014716
 TU3308
 TU3308                          SUPERSEDED SURVEY CONTROL
 TU3308
 TU3308  NAD 83(1986)-  21 09 34.31600(N)    156 47 28.22230(W) AD(       ) 3
 TU3308  OLD HI      -  21 09 45.73000(N)    156 47 38.36000(W) AD(       ) 3
 TU3308
 TU3308.Superseded values are not recommended for survey control.
 TU3308.NGS no longer adjusts projects to the OLD HI datum.
 TU3308.See file dsdata.txt to determine how the superseded data were derived.
 TU3308
 TU3308_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2935741401(NAD 83)
 TU3308
 TU3308  HISTORY     - Date     Condition        Report By
 TU3308  HISTORY     - UNK      MONUMENTED
 TU3308  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3308
 TU3308                          STATION DESCRIPTION
 TU3308
 TU3308'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3308'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3308'HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION
 TU3308'WAS MARKED BY A REDWOOD POST.
 TU3308'
 TU3308'A SEARCH WAS MADE ON THE STATION HILL BUT NO MARK OF ANY KIND WAS
 TU3308'FOUND.  THE STATION IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1533 ***********************************************************************
 TU1533  DESIGNATION -  KAUPAKUHALE
 TU1533  PID         -  TU1533
 TU1533  STATE/COUNTY-  HI/HONOLULU
 TU1533  USGS QUAD   -  KAENA (1983)
 TU1533
 TU1533                         *CURRENT SURVEY CONTROL
 TU1533  ___________________________________________________________________
 TU1533* NAD 83(1993)-  21 32 22.48276(N)    158 08 56.43037(W)     ADJUSTED  
 TU1533* LOCAL TIDAL -       478.     (meters)    1568.     (feet)  SCALED    
 TU1533  ___________________________________________________________________
 TU1533  EPOCH DATE  -        1993.62
 TU1533  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 TU1533  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU1533
 TU1533  HORZ ORDER  -  SECOND
 TU1533
 TU1533.The horizontal coordinates were established by classical geodetic methods
 TU1533.and adjusted by the National Geodetic Survey in December 1998..
 TU1533.The horizontal coordinates are valid at the epoch date displayed above.
 TU1533.The epoch date for horizontal control is a decimal equivalence
 TU1533.of Year/Month/Day.
 TU1533
 TU1533.The orthometric height was scaled from a topographic map.
 TU1533
 TU1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1533
 TU1533.The geoid height was determined by GEOID03.
 TU1533
 TU1533;                    North         East     Units Scale Factor Converg.
 TU1533;SPC HI 3     -    41,296.375   484,564.037   MT  0.99999294   -0 03 16.9
 TU1533;UTM  04      - 2,382,106.461   588,123.168   MT  0.99969596   +0 18 44.8
 TU1533
 TU1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1533!SPC HI 3     -   0.99992247  x   0.99999294  =   0.99991541
 TU1533!UTM  04      -   0.99992247  x   0.99969596  =   0.99961845
 TU1533
 TU1533:                Primary Azimuth Mark                     Grid Az
 TU1533:SPC HI 3     -  WAIALUA SUGAR CO MILL STACK              033 14 07.2
 TU1533:UTM  04      -  WAIALUA SUGAR CO MILL STACK              032 52 05.5
 TU1533
 TU1533|---------------------------------------------------------------------|
 TU1533| PID    Reference Object                     Distance      Geod. Az  |
 TU1533|                                                           dddmmss.s |
 TU1533| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 4.5 KM 0331050.3 |
 TU1533| TU1577 PUU IKI                             APPROX. 2.7 KM 0921521.8 |
 TU1533| TU1529 MT KAALA SE RADAR DOME              APPROX. 3.6 KM 1684202.1 |
 TU1533| CJ9566 KAUPAKUHALE RM 1                      4.860 METERS 18452     |
 TU1533| CJ9567 KAUPAKUHALE RM 2                      4.980 METERS 30935     |
 TU1533|---------------------------------------------------------------------|
 TU1533
 TU1533                          SUPERSEDED SURVEY CONTROL
 TU1533
 TU1533  NAD 83(1986)-  21 32 22.43222(N)    158 08 56.44151(W) AD(       ) 2
 TU1533  OLD HI      -  21 32 33.80600(N)    158 09 06.36300(W) AD(       ) 2
 TU1533
 TU1533.Superseded values are not recommended for survey control.
 TU1533.NGS no longer adjusts projects to the OLD HI datum.
 TU1533.See file dsdata.txt to determine how the superseded data were derived.
 TU1533
 TU1533_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8812382106(NAD 83)
 TU1533_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1533_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1533_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1533
 TU1533  HISTORY     - Date     Condition        Report By
 TU1533  HISTORY     - 1927     MONUMENTED       CGS
 TU1533  HISTORY     - 1958     SEE DESCRIPTION  LOCENG
 TU1533  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1533  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1533
 TU1533                          STATION DESCRIPTION
 TU1533
 TU1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1533'IN WESTERN PART OF OAHU, ON THE SUMMIT OF A PROMINENT HILL ON
 TU1533'THE WAIALUA SLOPE OF THE WAIANAE RANGE, OF SAME NAME AS STATION,
 TU1533'ABOUT 2-3/4 MILES SOUTH AND A LITTLE EAST OF MOKULEIA RAILROAD
 TU1533'STATION.  STATION MARKED ACCORDING TO NOTE 6A, A STANDARD DISK IN
 TU1533'CONCRETE IN TILE.  REFERENCE MARKS WERE SET ACCORDING TO NOTE
 TU1533'13A, STANDARD REFERENCE DISKS IN CONCRETE IN TILES, AT THE
 TU1533'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1,
 TU1533'4.845 METERS (15.90 FEET), 4 DEG 51 MIN.  NO. 2, 4.995
 TU1533'METERS (16.39 FEET), 129 DEG 47 MIN.  RE-MARKED ACCORDING TO
 TU1533'NOTE 14A IN 1929.
 TU1533
 TU1533                          STATION RECOVERY (1958)
 TU1533
 TU1533'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 TU1533'STATION RECOVERED AS DESCRIBED.  TARGET REPAINTED AND SOME
 TU1533'BRUSH REMOVED.  SEVERAL LARGE TREES REMAIN WHICH SHOULD BE
 TU1533'REMOVED.
 TU1533
 TU1533                          STATION RECOVERY (1964)
 TU1533
 TU1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1533'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1533'COMPLETE DESCRIPTION FOLLOWS--
 TU1533'
 TU1533'STATION IS LOCATED ABOUT 2-1/2 MILES AIRLINE SOUTHWEST OF
 TU1533'WAIALUA ON A BRUSHY HILL OF ABOUT 1567 FEET ELEVATION THAT SETS
 TU1533'APART FROM THE SLOPING FOOTHILLS ON THE NORTH SIDE OF THE WAIANAE
 TU1533'RANGE.
 TU1533'
 TU1533'TO REACH STATION FROM THE OVERPASS IN WAIALUA, GO WESTERLY ON
 TU1533'STATE HIGHWAY 99 FOR 1.5 MILES TO SIDE ROAD LEFT AT SIGN
 TU1533'MT KAALA.  TURN LEFT AND FOLLOW HARD SURFACED ROAD FOR 1.1 MILES
 TU1533'TO SIDE ROAD LEFT AT EDGE OF CANE FIELD.  TURN LEFT AND FOLLOW
 TU1533'DIRT ROAD FOR 0.6 MILE TO LOCKED GATE.  PASS THROUGH GATE AND
 TU1533'CONTINUE ON TRACK ROAD WINDING AROUND END OF RIDGE AND THEN
 TU1533'UPGRADE FOR 1.6 MILES TO END OF ROAD AT A BARE, RED, ERODED
 TU1533'END OF STEEP HILL.  FROM HERE PACK SOUTHERLY ON TRAIL UP HILL
 TU1533'TO TOP AND STATION.  A 20-MINUTE PACK.
 TU1533'
 TU1533'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 TU1533'5-INCH SOIL-PIPE THAT PROJECTS 2 INCHES ABOVE GROUND.  THE
 TU1533'STAMPING COULD NOT BE CHECKED BECAUSE OF A LARGE IRON YOKE,
 TU1533'WHICH IS A PART OF THE HTS TYPE A SIGNAL, RESTING WITHIN 1/4
 TU1533'INCH OF THE DISK.  STATION IS ON THE NORTHWEST AND LOWER END OF
 TU1533'THE HILLTOP.  A TYPE A SIGNAL, BUILT IN 1929 BY THE HAWAII
 TU1533'TERRITORIAL SURVEY, IS CENTERED OVER THE STATION MARK.  THE
 TU1533'5-1/2-FOOT-SQUARE, CONCRETE PLATFORM IS ABOUT 3 FEET ABOVE
 TU1533'GROUND AND THE RED AND WHITE METAL TARGET EXTENDS ABOUT 8
 TU1533'FEET ABOVE IT.
 TU1533'
 TU1533'REFERENCE MARRK NUMBER ONE IS A STANDARD DISK STAMPED KAUPAKUHALE
 TU1533'NO 1 CEMENTED IN A DRILL HOLE IN THE 14-INCH, TRIANGULAR-SHAPED,
 TU1533'EXPOSED SURFACE OF A LARGE BOULDER.  THE MARK IS ABOUT 6
 TU1533'INCHES ABOVE GROUND SURFACE, 1 FOOT HIGHER THAN THE STATION
 TU1533'MARK AND LOCATED IN DENSE BRUSH.
 TU1533'
 TU1533'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAUPAKUHALE
 TU1533'NO 2, SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL-PIPE THAT
 TU1533'PROJECTS 8 INCHES ABOVE GROUND.  IT IS LOCATED IN DENSE BRUSH
 TU1533'AND IS ABOUT 2 FEET LOWER THAN STATION MARK.
 TU1533'
 TU1533'NOTE--KEY FOR LOCKED GATE MAY BE OBTAINED BY CALLING MR. SILVA,
 TU1533'PHONE 635830.
 TU1533
 TU1533                          STATION RECOVERY (1965)
 TU1533
 TU1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1533'STATION WAS RECOVERED AS DESCRIBED IN 1964 AND ALL MARKS FOUND
 TU1533'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3363 ***********************************************************************
 TU3363  DESIGNATION -  KAUPIKIAWA
 TU3363  PID         -  TU3363
 TU3363  STATE/COUNTY-  HI/KALAWAO
 TU3363  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3363
 TU3363                         *CURRENT SURVEY CONTROL
 TU3363  ___________________________________________________________________
 TU3363* NAD 83(1993)-  21 11 35.68215(N)    156 57 10.15421(W)     ADJUSTED  
 TU3363* LOCAL TIDAL -       110.     (meters)     361.     (feet)  SCALED    
 TU3363  ___________________________________________________________________
 TU3363  EPOCH DATE  -        1993.62
 TU3363  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 TU3363  GEOID HEIGHT-          14.85  (meters)                     GEOID03
 TU3363
 TU3363  HORZ ORDER  -  THIRD
 TU3363
 TU3363.The horizontal coordinates were established by classical geodetic methods
 TU3363.and adjusted by the National Geodetic Survey in December 1998..
 TU3363.The horizontal coordinates are valid at the epoch date displayed above.
 TU3363.The epoch date for horizontal control is a decimal equivalence
 TU3363.of Year/Month/Day.
 TU3363
 TU3363.The orthometric height was scaled from a topographic map.
 TU3363
 TU3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3363
 TU3363.The geoid height was determined by GEOID03.
 TU3363
 TU3363;                    North         East     Units Scale Factor Converg.
 TU3363;SPC HI 2     -    95,227.898   470,287.820   MT  0.99997757   -0 06 12.4
 TU3363;UTM  04      - 2,344,907.794   712,519.498   MT  1.00015815   +0 44 25.3
 TU3363
 TU3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3363!SPC HI 2     -   0.99998038  x   0.99997757  =   0.99995795
 TU3363!UTM  04      -   0.99998038  x   1.00015815  =   1.00013852
 TU3363
 TU3363:                Primary Azimuth Mark                     Grid Az
 TU3363:SPC HI 2     -  MOKAPU                                   109 55 56.5
 TU3363:UTM  04      -  MOKAPU                                   109 05 18.8
 TU3363
 TU3363|---------------------------------------------------------------------|
 TU3363| PID    Reference Object                     Distance      Geod. Az  |
 TU3363|                                                           dddmmss.s |
 TU3363| TU3356 MOKAPU                              APPROX. 3.2 KM 1094944.1 |
 TU3363|---------------------------------------------------------------------|
 TU3363
 TU3363                          SUPERSEDED SURVEY CONTROL
 TU3363
 TU3363  NAD 83(1986)-  21 11 35.64479(N)    156 57 10.10225(W) AD(       ) 3
 TU3363  OLD HI      -  21 11 47.13800(N)    156 57 20.14100(W) AD(       ) 3
 TU3363
 TU3363.Superseded values are not recommended for survey control.
 TU3363.NGS no longer adjusts projects to the OLD HI datum.
 TU3363.See file dsdata.txt to determine how the superseded data were derived.
 TU3363
 TU3363_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1251944908(NAD 83)
 TU3363
 TU3363  HISTORY     - Date     Condition        Report By
 TU3363  HISTORY     - UNK      MONUMENTED
 TU3363  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3363  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3363
 TU3363                          STATION DESCRIPTION
 TU3363
 TU3363'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3363'THE ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE
 TU3363'OF HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION
 TU3363'MARK WAS A 4 X 6-INCH REDWOOD POST REFERENCED BY 3 CROSSES ON
 TU3363'STONES.  STATION AND 2 OF THE REFERENCE CROSSES WERE RECOVERED
 TU3363'AND STATION IDENTIFIED BY MEASUREMENTS TO THE CROSSES, HOWEVER
 TU3363'THE STATION IS NOW MARKED BY AN IRON PIPE.  A COMPLETE
 TU3363'DESCRIPTION FOLLOWS--
 TU3363'
 TU3363'STATION IS LOCATED ABOUT 1-3/4 MILES AIRLINE EAST-NORTHEAST OF THE
 TU3363'VILLAGE OF KALAUPAPA, ALONG THE EAST COAST OF MAKANALUA PENINSULA.
 TU3363'
 TU3363'TO REACH FROM THE POST OFFICE IN KALAUPAPA, GO EAST ON PAVED
 TU3363'ROAD FOR 0.95 MILE TO WHITE SHACK ON RIGHT.  CONTINUE FOR 1.35
 TU3363'MILES TO FORK.  TAKE LEFT FORK, PASSING THROUGH GATE, AND GO
 TU3363'NORTHEASTERLY ON TRACK ROAD FOR 0.55 MILE TO OLD CONCRETE
 TU3363'FOUNDATION.  CONTINUE ON ROAD ALONG COAST FOR 0.8 MILE TO STATION
 TU3363'ON RIGHT.
 TU3363'
 TU3363'STATION IS MARKED BY A 1-1/2-INCH IRON PIPE PROJECTING 2 INCHES
 TU3363'ABOVE GROUND.  IT IS 6 FEET WEST-SOUTHWEST OF A 4-FOOT BLACK
 TU3363'BOULDER, 75 YARDS WEST OF CLIFF EDGE, 15 YARDS EAST OF CENTER
 TU3363'LINE OF ROAD, AND IS COVERED BY A 4-FOOT CAIRN.
 TU3363'
 TU3363'DISTANCES TO CROSSES ARE AS FOLOWS--NORTH CROSS, 5.6
 TU3363'FEET.  EAST-NORTHEAST CROSS 5.7 FEET.  THE SOUTHWEST CROSS WAS NOT
 TU3363'RECOVERED.
 TU3363
 TU3363                          STATION RECOVERY (1967)
 TU3363
 TU3363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3363'STATION AND TWO REFERENCE CROSSES RECOVERED IN GOOD CONDITION
 TU3363'AS DESCRIBED.  SOUTHWEST CROSS WAS NOT RECOVERED.
 TU3363'
 TU3363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3363'1-3/4 MILES EAST-NORTHEAST OF VILLAGE OF KALAUPAPA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2846 ***********************************************************************
 TU2846  DESIGNATION -  KAUPO CATHOLIC CHURCH STEEPLE
 TU2846  PID         -  TU2846
 TU2846  STATE/COUNTY-  HI/MAUI
 TU2846  USGS QUAD   -  KAUPO (1996)
 TU2846
 TU2846                         *CURRENT SURVEY CONTROL
 TU2846  ___________________________________________________________________
 TU2846* NAD 83(1993)-  20 38 02.04051(N)    156 08 20.04840(W)     ADJUSTED  
 TU2846* LOCAL TIDAL -                                                        
 TU2846  ___________________________________________________________________
 TU2846  EPOCH DATE  -        1993.62
 TU2846  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 TU2846  GEOID HEIGHT-          16.22  (meters)                     GEOID03
 TU2846
 TU2846  HORZ ORDER  -  THIRD
 TU2846
 TU2846.The horizontal coordinates were established by classical geodetic methods
 TU2846.and adjusted by the National Geodetic Survey in December 1998..
 TU2846.The horizontal coordinates are valid at the epoch date displayed above.
 TU2846.The epoch date for horizontal control is a decimal equivalence
 TU2846.of Year/Month/Day.
 TU2846
 TU2846
 TU2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2846
 TU2846.The geoid height was determined by GEOID03.
 TU2846
 TU2846;                    North         East     Units Scale Factor Converg.
 TU2846;SPC HI 2     -    33,364.030   555,003.309   MT  1.00000404   +0 11 09.6
 TU2846;UTM  04      - 2,284,256.151   798,163.278   MT  1.00069885   +1 00 32.3
 TU2846
 TU2846                          SUPERSEDED SURVEY CONTROL
 TU2846
 TU2846  NAD 83(1986)-  20 38 02.00822(N)    156 08 20.06159(W) AD(       ) 4
 TU2846  OLD HI      -  20 38 13.47700(N)    156 08 30.15900(W) AD(       ) 3
 TU2846
 TU2846.Superseded values are not recommended for survey control.
 TU2846.NGS no longer adjusts projects to the OLD HI datum.
 TU2846.See file dsdata.txt to determine how the superseded data were derived.
 TU2846
 TU2846_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9816384256(NAD 83)
 TU2846
 TU2846  HISTORY     - Date     Condition        Report By
 TU2846  HISTORY     - 1950     MONUMENTED       CGS
 TU2846  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2846  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2846
 TU2846                          STATION DESCRIPTION
 TU2846
 TU2846'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2846'THE STATION IS THE TOP OF THE STEEPLE OF THE KAUPO CATHOLIC
 TU2846'CHURCH WHICH LIES IN THE VILLAGE OF KAUPO ABOUT 200 FEET
 TU2846'SOUTHEAST OF THE GRADED ROAD.
 TU2846'
 TU2846'THE CHURCH IS CONSTRUCTED OF STONE AND CEMENT ANND THE STEEPLE
 TU2846'IS LOCATED ON THE MOST WESTERLY END OF THE ROOF.  THE ROOF IS
 TU2846'COMPOSED OF CORRUGATED IRON, PAINTED SILVER, AND HAS A DISTINCTIVE
 TU2846'DESIGN WHICH PERMITS IDENTIFICATION FROM A CONSIDERABLE
 TU2846'DISTANCE.
 TU2846
 TU2846                          STATION RECOVERY (1961)
 TU2846
 TU2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2846'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TU2846'GRADED ROAD MENTIONED IS STATE HIGHWAY 31.
 TU2846
 TU2846                          STATION RECOVERY (1968)
 TU2846
 TU2846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2846'STATION WAS RECOVERED.  LOCATED ABOUT 13 MILES SOUTHWEST OF
 TU2846'HANA AND 1 MILE WEST OF THE KAUPO STORE, ALONG SOUTH SIDE
 TU2846'OF STATE HIGHWAY 31.
 TU2846'
 TU2846'THE CHURCH IS A CREAM-COLORED, RECTANGULAR STRUCTURE, WITH
 TU2846'SILVER-COLORED, CORRUGATED METAL ROOF, WITH STEEPLE ON WEST
 TU2846'END.  STEEPLE IS A SQUARE ONE, WITH PYRAMID TOP, ON WHICH IS A
 TU2846'BALL AND A SLENDER CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3470 ***********************************************************************
 TU3470  DESIGNATION -  KAUPOA RESET
 TU3470  PID         -  TU3470
 TU3470  STATE/COUNTY-  HI/MAUI
 TU3470  USGS QUAD   -  ILIO POINT (1993)
 TU3470
 TU3470                         *CURRENT SURVEY CONTROL
 TU3470  ___________________________________________________________________
 TU3470* NAD 83(1993)-  21 07 50.29136(N)    157 17 30.72716(W)     ADJUSTED  
 TU3470* LOCAL TIDAL -        29.     (meters)      95.     (feet)  VERT ANG  
 TU3470  ___________________________________________________________________
 TU3470  EPOCH DATE  -        1993.62
 TU3470  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 TU3470  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU3470
 TU3470  HORZ ORDER  -  SECOND
 TU3470
 TU3470.The horizontal coordinates were established by classical geodetic methods
 TU3470.and adjusted by the National Geodetic Survey in December 1998..
 TU3470.The horizontal coordinates are valid at the epoch date displayed above.
 TU3470.The epoch date for horizontal control is a decimal equivalence
 TU3470.of Year/Month/Day.
 TU3470
 TU3470.The orthometric height was determined by vertical angle observations.
 TU3470.No vertical observational check was made to the station.
 TU3470
 TU3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3470
 TU3470.The geoid height was determined by GEOID03.
 TU3470
 TU3470;                    North         East     Units Scale Factor Converg.
 TU3470;SPC HI 2     -    88,397.080   435,055.431   MT  1.00001877   -0 13 31.4
 TU3470;UTM  04      - 2,337,559.067   677,388.718   MT  0.99998886   +0 36 57.4
 TU3470
 TU3470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3470!SPC HI 2     -   0.99999299  x   1.00001877  =   1.00001176
 TU3470!UTM  04      -   0.99999299  x   0.99998886  =   0.99998185
 TU3470
 TU3470:                Primary Azimuth Mark                     Grid Az
 TU3470:SPC HI 2     -  POOLAU                                   044 59 50.7
 TU3470:UTM  04      -  POOLAU                                   044 09 21.9
 TU3470
 TU3470|---------------------------------------------------------------------|
 TU3470| PID    Reference Object                     Distance      Geod. Az  |
 TU3470|                                                           dddmmss.s |
 TU3470| TU3467 POOLAU                              APPROX. 2.6 KM 0444619.3 |
 TU3470| CN5392 KAUPOA RM 1                           9.898 METERS 18432     |
 TU3470| CN5393 KAUPOA RM 2                           3.715 METERS 30036     |
 TU3470|---------------------------------------------------------------------|
 TU3470
 TU3470                          SUPERSEDED SURVEY CONTROL
 TU3470
 TU3470  NAD 83(1986)-  21 07 50.24990(N)    157 17 30.68295(W) AD(       ) 2
 TU3470  OLD HI      -  21 08 01.69300(N)    157 17 40.81600(W) AD(       ) 2
 TU3470
 TU3470.Superseded values are not recommended for survey control.
 TU3470.NGS no longer adjusts projects to the OLD HI datum.
 TU3470.See file dsdata.txt to determine how the superseded data were derived.
 TU3470
 TU3470_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7738937559(NAD 83)
 TU3470
 TU3470  HISTORY     - Date     Condition        Report By
 TU3470  HISTORY     - 1925     MONUMENTED       CGS
 TU3470  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3470  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3470
 TU3470                          STATION DESCRIPTION
 TU3470
 TU3470'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3470'ON WESTERN COAST OF MOLOKAI, ON KNOLL ABOUT 2-1/3 MILES NORTH OF
 TU3470'LAAU POINT, AND 600 METERS EAST BY SOUTH FROM END OF POINT, THE
 TU3470'OUTERMOST POINT SEEN FROM THE EXTREME END OF LAAU POINT.  KNOLL
 TU3470'IS SMOOTH, OF VERY GENTLE SLOPE, AND GRASS COVERED.  CENTER MARK
 TU3470'A CROSS CUT IN ROCK.  A SEMICIRCULAR CAIRN WAS ERECTED ON
 TU3470'SEAWARD SIDE OF MARK AND WHITEWASHED.  A ROAD, LEADING FROM THE
 TU3470'SOUTH SIDE OF THE LIBBY PINEAPPLE PLANTATION, STRIKES THE
 TU3470'SHORE A HALF MILE NORTH OF THE STATION.
 TU3470
 TU3470                          STATION RECOVERY (1930)
 TU3470
 TU3470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3470'STATION IS AT THE W END OF MOLOKAI ISLAND.  IT WAS RECOVERED AS
 TU3470'DESCRIBED.  A CAIRN IS BUILT UP OVER THE STATION, WHICH IS A CROSS
 TU3470'CUT IN THE ROCK, AND A SIGNAL PLACED IN THE CAIRN.
 TU3470
 TU3470                          STATION RECOVERY (1962)
 TU3470
 TU3470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3470'STATION IS LOCATED, AIRLINE, ABOUT 5 MILES WEST OF MAUNA
 TU3470'LOA, ABOUT 2 MILES NORTH OF LAAU POINT, ON A SMALL GRASS COVERED
 TU3470'KNOLL.  THE ORIGINAL STATION WAS A CHISELED CROSS IN A BOULDER,
 TU3470'THE STATION WAS REPLACED WITH A STANDARD DISK AND TWO REFERENCE
 TU3470'MARKS WERE SET, A COMPLETE DESCRIPTION FOLLOWS.
 TU3470'
 TU3470'TO REACH THE STATION FROM THE POST OFFICE IN MAUNA LOA, GO
 TU3470'WEST ON STATE HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD
 TU3470'ON THE LEFT, TURN LEFT AND GO SOUTHWEST FOR 1.0 MILE TO A
 TU3470'T-JUNCTION, TURN RIGHT AND GO 0.4 MILE TO A FORK.  TAKE RIGHT
 TU3470'FORK AND GO 0.25 MILE TO STATION POHAKULOA ON THE RIGHT, CONTINUE
 TU3470'WESTERLY FOR 1.6 MILES TO A LOCKED GATE, PASS THROUGH GATE AND
 TU3470'CONTINUE WESTERLY FOR 0.4 MILE TO A WIDE SAND ROAD.  TURN LEFT
 TU3470'AND GO 1.7 MILES ALONG SAND ROAD TO A SIDE ROAD ON THE RIGHT,
 TU3470'TURN RIGHT AND GO 1.7 MILES ALONG SAND ROAD TO A SIDE ROAD ON
 TU3470'THE RIGHT, TURN RIGHT AND FOLLOW TRACK ROAD FOR 0.65 MILE TO
 TU3470'A FORK, TAKE LEFT FORK AND GO STRAIGHT AHEAD 1.4 MILES TO A
 TU3470'FORK, TAKE LEFT FORK AND GO 0.65 MILE TO A FORK AT A WATER
 TU3470'TANK.  TAKE LEFT FORK AND GO WEST-NORTHWEST ON TRACK ROAD
 TU3470'FOR 0.55 MILE TO A T-JUNCTION AT A BEACH HOUSE JUST AHEAD.  TURN
 TU3470'RIGHT AND GO NORTHERLY FOR 2.1 MILES TO A STAKE ON THE RIGHT, TURN
 TU3470'RIGHT AND GO CROSS COUNTRY FOR 0.1 MILE TO A ROCK CAIRN AT
 TU3470'EDGE OF TREES.  PASS TO THE LEFT OF THE CAIRN AND PICK WAY
 TU3470'THROUGH TREES SOUTHEAST FOR 0.1 MILE TO TOP OF KNOLL AND
 TU3470'STATION.
 TU3470'
 TU3470'THE STATION IS A STANDARD DISK STAMPED, KAUPOA 1915 1962, SET IN
 TU3470'THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES, AND IS ON
 TU3470'THE HIGHEST PART OF THE HILL.
 TU3470'
 TU3470'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, KAUPOA NO
 TU3470'1 1915 1962, CEMENTED IN A DRILL HOLE IN A 2 FOOT ROUND BOULDER
 TU3470'THAT PROJECTS ABOUT 10 INCHES AND ABOUT LEVEL WITH THE STATION.
 TU3470'
 TU3470'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, KAUPOA NO 2
 TU3470'1915 1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 TU3470'ABOUT 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2609 ***********************************************************************
 TU2609  DESIGNATION -  KAUPULEHU FLOW
 TU2609  PID         -  TU2609
 TU2609  STATE/COUNTY-  HI/HAWAII
 TU2609  USGS QUAD   -  KIHOLO (1996)
 TU2609
 TU2609                         *CURRENT SURVEY CONTROL
 TU2609  ___________________________________________________________________
 TU2609* NAD 83(1993)-  19 46 28.22408(N)    155 55 25.99121(W)     ADJUSTED  
 TU2609* LOCAL TIDAL -       594.2    (meters)    1949.     (feet)  VERT ANG  
 TU2609  ___________________________________________________________________
 TU2609  EPOCH DATE  -        1993.62
 TU2609  LAPLACE CORR-          16.14  (seconds)                    DEFLEC99
 TU2609  GEOID HEIGHT-          20.97  (meters)                     GEOID03
 TU2609
 TU2609  HORZ ORDER  -  SECOND
 TU2609
 TU2609.The horizontal coordinates were established by classical geodetic methods
 TU2609.and adjusted by the National Geodetic Survey in December 1998..
 TU2609.The horizontal coordinates are valid at the epoch date displayed above.
 TU2609.The epoch date for horizontal control is a decimal equivalence
 TU2609.of Year/Month/Day.
 TU2609
 TU2609.The orthometric height was determined by vertical angle observations.
 TU2609
 TU2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2609
 TU2609.The geoid height was determined by GEOID03.
 TU2609
 TU2609;                    North         East     Units Scale Factor Converg.
 TU2609;SPC HI 1     -   104,236.007   455,579.862   MT  0.99999105   -0 08 36.3
 TU2609;UTM  05      - 2,189,175.047   193,609.782   MT  1.00076049   -0 59 23.9
 TU2609;UTM  04      - 2,189,458.089   822,353.506   MT  1.00088459   +1 02 29.8
 TU2609
 TU2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2609!SPC HI 1     -   0.99990331  x   0.99999105  =   0.99989436
 TU2609!UTM  05      -   0.99990331  x   1.00076049  =   1.00066373
 TU2609!UTM  04      -   0.99990331  x   1.00088459  =   1.00078781
 TU2609
 TU2609|---------------------------------------------------------------------|
 TU2609| PID    Reference Object                     Distance      Geod. Az  |
 TU2609|                                                           dddmmss.s |
 TU2609| CN5400 KAUPULEHU FLOW RM 1                  13.413 METERS 02636     |
 TU2609| TU2607 PUU PANINI HITS 1948                APPROX. 9.1 KM 0580049.0 |
 TU2609| CN5401 KAUPULEHU FLOW RM 2                  20.550 METERS 30421     |
 TU2609|---------------------------------------------------------------------|
 TU2609
 TU2609                          SUPERSEDED SURVEY CONTROL
 TU2609
 TU2609  NAD 83(1986)-  19 46 28.22079(N)    155 55 26.00822(W) AD(       ) 2
 TU2609  OLD HI      -  19 46 39.16400(N)    155 55 36.02600(W) AD(       ) 2
 TU2609
 TU2609.Superseded values are not recommended for survey control.
 TU2609.NGS no longer adjusts projects to the OLD HI datum.
 TU2609.See file dsdata.txt to determine how the superseded data were derived.
 TU2609
 TU2609_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9361089175(NAD 83)
 TU2609_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2609_SETTING: 80 = SET IN A BOULDER
 TU2609_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2609
 TU2609  HISTORY     - Date     Condition        Report By
 TU2609  HISTORY     - 1948     MONUMENTED       CGS
 TU2609  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2609
 TU2609                          STATION DESCRIPTION
 TU2609
 TU2609'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2609'THE STATION IS LOCATED ON THE KAUPULEHU LAVA FLOW OF 1800, ABOUT
 TU2609'11 MILES NORTH NORTHEAST OF KAILUA, ABOUT 6 MILES WEST OF THE
 TU2609'PUU WAAWAA RANCH, ABOUT 6 MILES SOUTH OF KIHOLO BAY, ABOUT 200
 TU2609'YARDS WEST OF THE EAST EDGE OF THE MIDDLE FLOW AND 76.5 FEET
 TU2609'NORTH OF THE CENTERLINE OF THE HIGHWAY WHICH RUNS BETWEEN WAIMEA
 TU2609'AND THE KONA COAST.
 TU2609'
 TU2609'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO SOUTH, ON THE ROAD
 TU2609'WHICH LEADS TOWARD KAILUA, FOR 6.4 MILES.  CONTINUE STRAIGHT
 TU2609'AHEAD, TOWARD KAILUA, FOR 14.8 MILES.  PASS TO THE LEFT HAND SIDE
 TU2609'OF A CHURCH IN ANAHULU HOMESTEADS AND CONTINUE SOUTHERLY FOR 6.7
 TU2609'MILES TO A POINT NEAR THE CENTER OF THE KAUPULEHU LAVA FLOW AND
 TU2609'THE END OF TRUCK TRAVEL.  THE STATION LIES ABOUT 76 FEET NORTH
 TU2609'OF THIS POINT.
 TU2609'
 TU2609'THE STATION IS A STANDARD DISK, STAMPED KAUPULEHU FLOW 1 1948,
 TU2609'SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 INCHES.
 TU2609'
 TU2609'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAUPULEHU
 TU2609'FLOW NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ON
 TU2609'THE EAST EDGE OF THE LAVA FLOW AND PROJECTS ABOUT 10 FEET.  IT
 TU2609'IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 13.425 M OR
 TU2609'44.043 FT. FROM THE STATION.
 TU2609'
 TU2609'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAUPULEHU
 TU2609'FLOW NO 2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS
 TU2609'ABOUT 6 FEET IN DIAMETER AND PROJECTS ABOUT 4 FEET.  IT IS
 TU2609'ABOUT 6 FEET LOWER THAN THE STATION.
 TU2609'
 TU2609'A ROCK CAIRN WITH BLACK AND WHITE POLE PLUMBED OVER THE MARK
 TU2609'HAS BEEN BUILT OVER THIS STATION.
 TU2609
 TU2609                          STATION RECOVERY (1967)
 TU2609
 TU2609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2609'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2609'COMPLETE DESCRIPTION FOLLOWS--
 TU2609'
 TU2609'STATION IS LOCATED ABOUT 10-1/2 MILES NORTHEAST OF KAILUA-KONA AND
 TU2609'3-1/2 MILES EAST-NORTHEAST OF THE HUEHUE RANCH, AT ABOUT THE MIDDLE
 TU2609'OF THE KAUPULEHU LAVA FLOW OF 1800, ALONG THE NORTH SIDE OF STATE
 TU2609'HIGHWAY 19, AT ABOUT 1949 FEET ELEVATION.
 TU2609'
 TU2609'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON
 TU2609'STATE HIGHWAY 19 FOR 6.4 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2609'20.  CONTINUE ON STATE HIGHWAY 19 FOR 15.1 MILES TO THE PUU WAAWAA
 TU2609'RANCH ROAD ON LEFT.  CONTINUE ON THE HIGHWAY FOR 5.75 MILES TO
 TU2609'POWER POLE 252 AND STATION ON RIGHT.
 TU2609'
 TU2609'STATION MARK IS A STANDARD DISK STAMPED KAUPULEHU FLOW 1948,
 TU2609'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK.  IT IS 53.5 FEET
 TU2609'NORTH-NORTHWEST OF POWER POLE 252 AND 73.5 FEET NORTH-NORTHWEST OF
 TU2609'CENTER LINE OF THE HIGHWAY.  THERE IS A CAIRN WITH A TALL, WHITE,
 TU2609'3 X 3-INCH TARGET CENTERED OVER THE STATION MARK.
 TU2609'
 TU2609'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAUPULEHU
 TU2609'FLOW NO 1 1948, CEMENTED IN A DRILL HOLE IN A VERY LARGE LAVA
 TU2609'ROCK, ABOUT 10 FEET IN DIAMETER AND PROJECTING 10 FEET ABOVE
 TU2609'GROUND ON ITS NORTHEAST SIDE.  IT IS LOCATED ON THE NORTHEAST
 TU2609'EDGE OF THE LAVA FLOW, PROJECTS ABOUT 2 FEET ABOVE TOP OF FLOW,
 TU2609'AND IS ABOUT 10 INCHES LOWER THAN STATION MARK.
 TU2609'
 TU2609'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAUPULEHU
 TU2609'FLOW NO 2 1948, CEMENTED IN A DRILL HOLE IN THE TOP OF A ROUND
 TU2609'LAVA BOULDER ABOUT 8 FEET IN DIAMETER AND PROJECTING 4 FEET ABOVE
 TU2609'GENERAL LEVEL OF LAVA FLOW.  THE MARK IS 6.3 FEET LOWER THAN
 TU2609'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2586 ***********************************************************************
 TU2586  DESIGNATION -  KAUPULEHU RESET
 TU2586  PID         -  TU2586
 TU2586  STATE/COUNTY-  HI/HAWAII
 TU2586  USGS QUAD   -  KAILUA (1996)
 TU2586
 TU2586                         *CURRENT SURVEY CONTROL
 TU2586  ___________________________________________________________________
 TU2586* NAD 83(1993)-  19 42 56.06317(N)    155 54 30.51859(W)     ADJUSTED  
 TU2586* LOCAL TIDAL -      1871.9    (meters)    6141.     (feet)  VERT ANG  
 TU2586  ___________________________________________________________________
 TU2586  EPOCH DATE  -        1993.62
 TU2586  LAPLACE CORR-          19.74  (seconds)                    DEFLEC99
 TU2586  GEOID HEIGHT-          21.81  (meters)                     GEOID03
 TU2586
 TU2586  HORZ ORDER  -  SECOND
 TU2586
 TU2586.The horizontal coordinates were established by classical geodetic methods
 TU2586.and adjusted by the National Geodetic Survey in December 1998..
 TU2586.The horizontal coordinates are valid at the epoch date displayed above.
 TU2586.The epoch date for horizontal control is a decimal equivalence
 TU2586.of Year/Month/Day.
 TU2586
 TU2586.The orthometric height was determined by vertical angle observations.
 TU2586
 TU2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2586
 TU2586.The geoid height was determined by GEOID03.
 TU2586
 TU2586;                    North         East     Units Scale Factor Converg.
 TU2586;SPC HI 1     -    97,708.113   457,178.925   MT  0.99998932   -0 08 16.1
 TU2586;UTM  05      - 2,182,619.263   195,113.510   MT  1.00074913   -0 58 55.0
 TU2586
 TU2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2586!SPC HI 1     -   0.99970241  x   0.99998932  =   0.99969173
 TU2586!UTM  05      -   0.99970241  x   1.00074913  =   1.00045132
 TU2586
 TU2586|---------------------------------------------------------------------|
 TU2586| PID    Reference Object                     Distance      Geod. Az  |
 TU2586|                                                           dddmmss.s |
 TU2586| CN5395 KAUPULEHU RM 1                        8.055 METERS 05034     |
 TU2586| CN5397 KAUPULEHU RM 3 CROSS                  3.506 METERS 07243     |
 TU2586| CN5394 KAUPULEHU AZ MK                                    0983134.3 |
 TU2586| TU2563 HUALALAI 2 1882                     APPROX. 5.0 KM 1264345.8 |
 TU2586| CN5398 KAUPULEHU RM 4 CROSS                  4.050 METERS 13650     |
 TU2586| CN5399 KAUPULEHU RM 5 BOLT                   7.882 METERS 21104     |
 TU2586| CN5396 KAUPULEHU RM 2                       11.120 METERS 22640     |
 TU2586|---------------------------------------------------------------------|
 TU2586
 TU2586                          SUPERSEDED SURVEY CONTROL
 TU2586
 TU2586  NAD 83(1986)-  19 42 56.05812(N)    155 54 30.53512(W) AD(       ) 2
 TU2586  OLD HI      -  19 43 06.98600(N)    155 54 40.54800(W) AD(       ) 2
 TU2586
 TU2586.Superseded values are not recommended for survey control.
 TU2586.NGS no longer adjusts projects to the OLD HI datum.
 TU2586.See file dsdata.txt to determine how the superseded data were derived.
 TU2586
 TU2586_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9511482619(NAD 83)
 TU2586
 TU2586  HISTORY     - Date     Condition        Report By
 TU2586  HISTORY     - 1948     MONUMENTED       CGS
 TU2586  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2586  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2586  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2586
 TU2586                          STATION DESCRIPTION
 TU2586
 TU2586'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2586'THE 1906 STATION AND THE THREE ORIGINAL REFERENCE MARKS WERE
 TU2586'RECOVERED IN GOOD CONDITION.  THE ORIGINAL STATION WAS A COPPER
 TU2586'TRIANGLE MARKED WITH A COPPER BOLT IN ITS CENTER, ABOVE WHICH WAS
 TU2586'AN IRON POT FILLED WITH BOTTLES, TINS AND SCRAPS OF IRON.  IN
 TU2586'1906 A 3 INCH PIPE WAS SET PRECISELY IN THE CENTER OF THE COPPER
 TU2586'BOLT.  TWO ADDITIONAL REFERENCE MARKS AND AN AZIMUTH MARK WERE
 TU2586'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 TU2586'
 TU2586'THE STATION IS LOCATED ON THE WESTERN RIM OF AN EXTINCT VOLCANIC
 TU2586'CONE WHICH STRADDLES THE LONG WESTERN RIDGE OF HUALALAI
 TU2586'VOLCANO.  IT IS ABOUT 11 MILES EAST OF KEAHOLE POINT, ABOUT 8 MILES
 TU2586'NORTHEAST OF KAILUA, ABOUT 5.5 MILES SOUTHEAST OF THE HUEHUE
 TU2586'RANCH, ABOUT 3 MILES NORTHWEST OF THE SUMMIT OF HUALALAI VOLCANO,
 TU2586'ABOUT 0.8 MILES WEST OF AN OLD ROCK CORRAL, ABOUT 0.6 MILE WEST
 TU2586'OF A WIRE FENCE, ABOUT 0.2 MILE WEST OF A VOLCANIC CONE OF ABOUT
 TU2586'EQUAL HEIGHT, ABOUT 0.15 MILE WEST OF THE TRAIL WHICH RUNS BETWEEN
 TU2586'THE HUEHUE RANCH AND THE FOREST CABIN AND 9 FEET WEST OF THE
 TU2586'STEEP CLIFF.  THE STATION HILL IS HEAVILY COVERED WITH TIMBER
 TU2586'ON ITS WEST AND NORTH SIDES.
 TU2586'
 TU2586'TO REACH FROM THE POST OFFICE IN KEALAKEKUA.  GO NORTH ON THE ROAD
 TU2586'TOWARD WAIMEA FOR 23.9 MILES TO TELEPHONE POLE NUMBER 298.  TURN
 TU2586'RIGHT, ONTO A TRACK ROAD, PASS THROUGH A LOCKED GATE, (KEY MAY BE
 TU2586'OBTAINED AT THE PUU WAAWAA RANCH WHICH IS LOCATED 6.5 MILES EAST
 TU2586'OF GATE) AND GO SOUTHERLY FOR 1.0 MILE TO A WOODEN WATER TROUGH
 TU2586'AND A PUMP STATION.  FROM THIS POINT CONTINUE SOUTHERLY, ON THE
 TU2586'DIM TRACK ROAD, FOR 0.6 MILE.  PASS THROUGH A WIRE GATE AND
 TU2586'CONTINUE SOUTHERLY FOR 1.1 MILES.  PASS THROUGH A WIRE GATE AND
 TU2586'CONTINUE SOUTHERLY FOR 1.1 MILES.  PASS THROUGH A WIRE GATE
 TU2586'AND CONTINUE SOUTHERLY FOR 0.7 MILE TO A NUMBER OF LARGE WATER
 TU2586'TANKS AND A LARGE, IRON, WATER SHED AND THE END OF TRUCK TRAVEL.
 TU2586'FROM THIS POINT PACK, WESTERLY, ALONG AN OLD TRAIL FOR ABOUT 0.4
 TU2586'MILE.  TURN LEFT AND PICK YOUR WAY, THROUGH THE HEAVY JUNGLE
 TU2586'GROWTH, SOUTHWESTERLY FOR ABOUT 3 MILES TO THE CREST OF THE OPEN
 TU2586'RIDGE.  THE STATION HILL MAY BE SEEN AS SOON AS YOU COME INTO
 TU2586'THE OPEN.  THE STATION MAY ALSO BE REACHED, BY GOOD TRAIL, FROM
 TU2586'THE HUEHUE RANCH.  CLOSEST WATER IS ABOUT 3 MILES, BY TRAIL,
 TU2586'WEST OF THE STATION, TOWARD THE HUEHUE RANCH.
 TU2586'
 TU2586'THE STATION IS A STANDARD DISK, STAMPED KAUPULEHU RESET 1948, SET
 TU2586'IN THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS ABOUT 2 FEET.
 TU2586'
 TU2586'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KAUPULEHU
 TU2586'NO 1 1948, SET INTO A DRILL HOLE IN BEDROCK.  IT IS LOCATED 7 FEET
 TU2586'EAST OF THE CREST OF THE CRATERS RIM, 1 FOOT WEST OF THE CLIFF
 TU2586'AND ABOUT 7 FEET LOWER THAN THE STATION.
 TU2586'
 TU2586'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KAUPULEHU
 TU2586'NO 2 1948, SET INTO A DRILL HOLE IN BEDROCK.  IT IS LOCATED 11
 TU2586'FEET NORTHEAST OF THE SOUTHWEST RIM OF THE CRATER, ABOUT 8 FEET
 TU2586'LOWER THAN THE CREST OF THE RIM AND 10 FEET LOWER THAN THE
 TU2586'STATION.
 TU2586'
 TU2586'REFERENCE MARK NUMBER 3 IS A CROSS CUT IN THE VERTICAL ROCK OF
 TU2586'THE CRATER.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2586'
 TU2586'REFERENCE MARK NUMBER 4 IS A CROSS CUT IN THE VERTICAL ROCK WALL
 TU2586'OF THE CRATER.  THERE IS THE HEAD OF AN OLD AXE DRIVEN INTO THE
 TU2586'CENTER OF THE CROSS.  IT IS LOCATED ABOUT 10 FEET LOWER THAN
 TU2586'THE STATION.
 TU2586'
 TU2586'REFERENCE MARK NUMBER 5 IS A COPPER BOLT DRIVEN INTO THE TRUNK OF
 TU2586'AN OHIA TREE.  THE TREE IS LOCATED IN THE CRATER ABOUT 8 FEET LOWER
 TU2586'THAN THE RIM AND ABOUT 10 FEET LOWER THAN THE STATION.
 TU2586'
 TU2586'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KAUPULEHU 1948,
 TU2586'SET INTO A DRILL HOLE IN BEDROCK WHICH FORMS PART OF THE EASTERN RIM
 TU2586'OF THE CRATER.  IT IS LOCATED ON THE HIGHEST POINT OF THE CRATER
 TU2586'RIM.  A SMALL CAIRN WAS ERECTED 5 FEET SOUTH OF THE DISK.
 TU2586'
 TU2586'THE 1948 MEASUREMENTS TO THE REFERENCE MARKS WERE CHECKED IN THE
 TU2586'FIELD.
 TU2586
 TU2586                          STATION RECOVERY (1962)
 TU2586
 TU2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU2586'THE STATION, AZIMUTH AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 TU2586'IN GOOD CONDITION AND AS DESCRIBED.
 TU2586'
 TU2586'THE DISTANCE AND DIRECTIONS CHECKED THE DATA ON THE 1948
 TU2586'RECOVERY NOTE.  THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS
 TU2586'3, 4 AND 5 WERE NOT MEASURED AT THIS TIME.
 TU2586'
 TU2586'A NEW TO REACH FOLLOWS--
 TU2586'
 TU2586'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 18 AND 19, WHICH IS 3.7
 TU2586'MILES NORTH OF KAILUA, BY GOING NORTHERLY ON STATE HIGHWAY 19 FOR
 TU2586'6.2 MILES TO A SIDE ROAD RIGHT (PAVED) TURN RIGHT ALONG THE HIGHWAY
 TU2586'AND CONTINUE FOR 0.1 MILE TO A LIFE TIME GATE ALONG THE SIDE OF
 TU2586'THE HIGHWAY.  THE GATE IS LOCKED, A KEY MAY BE OBTAINED AT THE
 TU2586'HUEHUE RANCH.  PASS THROUGH THE GATE AND CONTINUE UP HILL ALONG
 TU2586'A POWERLINE ON A PAVED ROAD FOR 1.8 MILES TO A TELEPHONE RELAY AND
 TU2586'BUILDING ON THE LEFT.  CONTINUE ON THE SAME ROAD UP HILL FOR 2.4
 TU2586'MILES ON A TRACK ROAD TO A FORK AND A MIRCO-WAVE REFLECTOR ON
 TU2586'THE LEFT.  TAKE THE RIGHT FORK AND CONTINUE 1.3 MILES TO THE END
 TU2586'OF TRUCK TRAVEL JUST PAST A LAVA CONE ON THE RIGHT.  HERE PACK
 TU2586'WESTERLY 10 MINUTES TO THE STATION.
 TU2586
 TU2586                          STATION RECOVERY (1968)
 TU2586
 TU2586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2586'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2586'CONDITION.  DISTANCE WAS CHECKED TO ALL MARKS EXCEPT CROSS
 TU2586'NO. 4.  A DISCREPANCY OF 0.251 M WAS NOTED IN THE DISTANCE TO
 TU2586'RM NO. 5.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2586'
 TU2586'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF KAILUA, 5 MILES
 TU2586'SOUTHEAST OF THE HUEHUE RANCH, AND 3-1/2 MILES NORTHWEST OF THE
 TU2586'HIGHEST POINT OF THE HUALALAI RANGE, ON THE WEST RIM OF KAUPULEHU
 TU2586'CRATER, AT ABOUT 6141 FEET ELEVATION.
 TU2586'
 TU2586'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO NORTH ON
 TU2586'STATE HIGHWAY 19 FOR 3.8 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2586'18.  CONTINUE ON HIGHWAY 19 FOR 4.5 MILES TO PAVED ROAD RIGHT, AT
 TU2586'SIGN HUEHUE RANCH.  GO RIGHT FOR 0.1 MILE TO LOCKED GATE.  (KEY
 TU2586'WAS OBTAINED AT HOUSE ON RIGHT).  PASS THROUGH GATE AND FOLLOW
 TU2586'TRACK ROAD ALONG POWER LINE FOR 1.7 MILES TO SIDE ROAD LEFT
 TU2586'(LEADING TO TOP OF MOANUIAHEA HILL).  CONTINUE AHEAD FOR 0.75
 TU2586'MILE TO FENCE LINE.  CONTINUE AHEAD, ALONG RIGHT SIDE OF
 TU2586'FENCE, FOR 2.5 MILES TO WHERE ROAD FINALLY LEAVES FENCE.  GO
 TU2586'RIGHT FOR 0.2 MILE TO DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 TU2586'UP THROUGH FOREST FOR 0.1 MILE MILE TO T-JUNCTION.  TURN RIGHT
 TU2586'AND FOLLOW GOOD TRACK ROAD EASTERLY UPGRADE FOR 0.1 MILE TO A
 TU2586'KAUPULEHU FOREST RESERVE SIGN.  CONTINUE AHEAD FOR 0.95 MILE TO
 TU2586'DIM TRACK ROAD RIGHT, IN SADDLE.  (AZIMUTH MARK IS UP ON RIM TO
 TU2586'RIGHT).  TURN RIGHT AND FOLLOW AROUND BASE OF HILL FOR 0.2 MILE
 TU2586'TO END OF TRUCK TRAVEL ON HILLSIDE.  WALK NORTHEAST UP
 TU2586'HILL ABOUT 75 YARDS TO STATION.  (A 4-WHEEL-DRIVE VEHICLE IS
 TU2586'REQUIRED).
 TU2586'
 TU2586'STATION MARK IS A STANDARD DISK STAMPED KAUPULEHU RESET 1948,
 TU2586'SET IN THE TOP OF A CONCRETE-FILLED, 2-1/2-INCH, IRON PIPE THAT
 TU2586'IS SET IN CONCRETE AND PROJECTS 20 INCHES FROM GROUND.
 TU2586'
 TU2586'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAUPULEHU
 TU2586'NO 1 1948, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE ON INSIDE
 TU2586'OF CRATER RIM ABOUT 4 FEET LOWER THAN STATION MARK.
 TU2586'
 TU2586'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KAUPULEHU
 TU2586'NO 2 1948, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE ON INSIDE
 TU2586'SLOPE OF THE CRATER RIM, AND IS 10.3 FEET LOWER THAN STATION MARK.
 TU2586'
 TU2586'REFERENCE MARK NUMBER THREE IS A 4-INCH CHISELED CROSS ON FACE
 TU2586'OF LEDGE AWAY FROM STATION, ABOUT 3-1/2 FEET LOWER THAN
 TU2586'STATION MARK.
 TU2586'
 TU2586'REFERENCE MARK NUMBER FOUR IS A 4-INCH CHISELED CROSS, WITH
 TU2586'AN OLD AXE HEAD DRIVEN INTO IT, IN SOFT ROCK ON FACE OF LEDGE
 TU2586'AWAY FROM STATION.  IT IS DOWN ON INSIDE SLOPE OF CRATER,
 TU2586'SEVERAL FEET LOWER THAN STATION AND OBSTRUCTED BY TREES.
 TU2586'
 TU2586'REFERENCE MARK NUMBER FIVE IS A 1-INCH, COPPER BOLT HEAD,
 TU2586'PROJECTING ABOUT 1-1/2 INCHES FROM THE NORTHEAST SIDE OF THE TRUNK
 TU2586'OF AN 8-INCH OHIA TREE, 8 INCHES ABOVE GROUND AND 10.9 FEET LOWER
 TU2586'THAN STATION MARK.
 TU2586'
 TU2586'AZIMUTH MARK IS A STANDARD DISK STAMPED KAUPULEHU 1948, CEMENTED
 TU2586'IN A DRILL HOLE IN BEDROCK ON HIGHEST POINT OF EAST RIM OF THE
 TU2586'CRATER, OVERLOOKING THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1876 ***********************************************************************
 TU1876  DESIGNATION -  KAWAEWAE KAW
 TU1876  PID         -  TU1876
 TU1876  STATE/COUNTY-  HI/KAUAI
 TU1876  USGS QUAD   -  
 TU1876
 TU1876                         *CURRENT SURVEY CONTROL
 TU1876  ___________________________________________________________________
 TU1876* NAD 83(1993)-  21 50 47.33093(N)    160 12 59.71085(W)     ADJUSTED  
 TU1876* LOCAL TIDAL -        88.     (meters)     289.     (feet)  SCALED    
 TU1876  ___________________________________________________________________
 TU1876  EPOCH DATE  -        1993.62
 TU1876  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 TU1876  GEOID HEIGHT-          14.39  (meters)                     GEOID03
 TU1876
 TU1876  HORZ ORDER  -  THIRD
 TU1876
 TU1876.The horizontal coordinates were established by classical geodetic methods
 TU1876.and adjusted by the National Geodetic Survey in December 1998..
 TU1876.The horizontal coordinates are valid at the epoch date displayed above.
 TU1876.The epoch date for horizontal control is a decimal equivalence
 TU1876.of Year/Month/Day.
 TU1876
 TU1876.The orthometric height was scaled from a topographic map.
 TU1876
 TU1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1876
 TU1876.The geoid height was determined by GEOID03.
 TU1876
 TU1876;                    North         East     Units Scale Factor Converg.
 TU1876;SPC HI 5     -    19,911.118   494,839.656   MT  1.00000033   -0 01 06.9
 TU1876;UTM  04      - 2,416,331.423   374,281.341   MT  0.99979529   -0 27 10.0
 TU1876
 TU1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1876!SPC HI 5     -   0.99998391  x   1.00000033  =   0.99998424
 TU1876!UTM  04      -   0.99998391  x   0.99979529  =   0.99977920
 TU1876
 TU1876:                Primary Azimuth Mark                     Grid Az
 TU1876:SPC HI 5     -  KAL                                      008 03 40.3
 TU1876:UTM  04      -  KAL                                      008 29 43.4
 TU1876
 TU1876|---------------------------------------------------------------------|
 TU1876| PID    Reference Object                     Distance      Geod. Az  |
 TU1876|                                                           dddmmss.s |
 TU1876| TU1884 KAL                                 APPROX. 6.3 KM 0080233.4 |
 TU1876| CJ9568 KAWAEWAE KAW RM 1                                  02037     |
 TU1876| TU1883 SAND                                APPROX. 9.8 KM 0245247.4 |
 TU1876| TU1882 CLOTH                               APPROX.11.5 KM 0290259.1 |
 TU1876| CJ9569 KAWAEWAE KAW RM 2                                  15212     |
 TU1876| TU1880 DERRICK                             APPROX. 2.9 KM 3234720.0 |
 TU1876| TU1879 BARN SOUTH GABLE                    APPROX. 2.8 KM 3245314.4 |
 TU1876| TU1886 ROCK                                APPROX. 5.3 KM 3454349.3 |
 TU1876| TU1885 ROBINSONS YARD HIGHEST TREE         APPROX. 4.4 KM 3530719.4 |
 TU1876|---------------------------------------------------------------------|
 TU1876
 TU1876                          SUPERSEDED SURVEY CONTROL
 TU1876
 TU1876  NAD 83(1986)-  21 50 47.27255(N)    160 12 59.73813(W) AD(       ) 3
 TU1876  OLD HI      -  21 50 58.56600(N)    160 13 09.75600(W) AD(       ) 3
 TU1876
 TU1876.Superseded values are not recommended for survey control.
 TU1876.NGS no longer adjusts projects to the OLD HI datum.
 TU1876.See file dsdata.txt to determine how the superseded data were derived.
 TU1876
 TU1876_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK7428116331(NAD 83)
 TU1876
 TU1876  HISTORY     - Date     Condition        Report By
 TU1876  HISTORY     - 1926     MONUMENTED       CGS
 TU1876
 TU1876                          STATION DESCRIPTION
 TU1876
 TU1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1876'ON NORTHEAST SHOULDER OF HILL BY SAME NAME, 1-1/2 MILES
 TU1876'SOUTH-SOUTHEAST FROM NONOPAPA LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1541 ***********************************************************************
 TU1541  DESIGNATION -  KAWAIAPEI WINDSOCK
 TU1541  PID         -  TU1541
 TU1541  STATE/COUNTY-  HI/HONOLULU
 TU1541  USGS QUAD   -  KAENA (1983)
 TU1541
 TU1541                         *CURRENT SURVEY CONTROL
 TU1541  ___________________________________________________________________
 TU1541* NAD 83(1993)-  21 34 51.18007(N)    158 11 30.37959(W)     ADJUSTED  
 TU1541* LOCAL TIDAL -                                                        
 TU1541  ___________________________________________________________________
 TU1541  EPOCH DATE  -        1993.62
 TU1541  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 TU1541  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU1541
 TU1541  HORZ ORDER  -  THIRD
 TU1541
 TU1541.The horizontal coordinates were established by classical geodetic methods
 TU1541.and adjusted by the National Geodetic Survey in December 1998..
 TU1541.The horizontal coordinates are valid at the epoch date displayed above.
 TU1541.The epoch date for horizontal control is a decimal equivalence
 TU1541.of Year/Month/Day.
 TU1541
 TU1541
 TU1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1541
 TU1541.The geoid height was determined by GEOID03.
 TU1541
 TU1541;                    North         East     Units Scale Factor Converg.
 TU1541;SPC HI 3     -    45,874.635   480,139.711   MT  0.99999487   -0 04 13.9
 TU1541;UTM  04      - 2,386,654.871   583,670.916   MT  0.99968651   +0 17 50.3
 TU1541
 TU1541                          SUPERSEDED SURVEY CONTROL
 TU1541
 TU1541  NAD 83(1986)-  21 34 51.13095(N)    158 11 30.39142(W) AD(       ) 4
 TU1541  OLD HI      -  21 35 02.51400(N)    158 11 40.32100(W) AD(       ) 3
 TU1541
 TU1541.Superseded values are not recommended for survey control.
 TU1541.NGS no longer adjusts projects to the OLD HI datum.
 TU1541.See file dsdata.txt to determine how the superseded data were derived.
 TU1541
 TU1541_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8367186655(NAD 83)
 TU1541
 TU1541  HISTORY     - Date     Condition        Report By
 TU1541  HISTORY     - UNK      MONUMENTED
 TU1541  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1541
 TU1541                          STATION DESCRIPTION
 TU1541
 TU1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1541'STATION IS GONE.  THE PRESENT WINDSOCK, AT DILLINGHAM AIRFIELD,
 TU1541'IS IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2731 ***********************************************************************
 TU2731  DESIGNATION -  KAWAIHAE LIGHT
 TU2731  PID         -  TU2731
 TU2731  STATE/COUNTY-  HI/HAWAII
 TU2731  USGS QUAD   -  KAWAIHAE (1995)
 TU2731
 TU2731                         *CURRENT SURVEY CONTROL
 TU2731  ___________________________________________________________________
 TU2731* NAD 83(1993)-  20 02 29.13969(N)    155 49 58.19530(W)     ADJUSTED  
 TU2731* LOCAL TIDAL -                                                        
 TU2731  ___________________________________________________________________
 TU2731  EPOCH DATE  -        1993.62
 TU2731  LAPLACE CORR-          11.79  (seconds)                    DEFLEC99
 TU2731  GEOID HEIGHT-          20.51  (meters)                     GEOID03
 TU2731
 TU2731  HORZ ORDER  -  THIRD
 TU2731
 TU2731.The horizontal coordinates were established by classical geodetic methods
 TU2731.and adjusted by the National Geodetic Survey in December 1998..
 TU2731.The horizontal coordinates are valid at the epoch date displayed above.
 TU2731.The epoch date for horizontal control is a decimal equivalence
 TU2731.of Year/Month/Day.
 TU2731
 TU2731
 TU2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2731
 TU2731.The geoid height was determined by GEOID03.
 TU2731
 TU2731;                    North         East     Units Scale Factor Converg.
 TU2731;SPC HI 1     -   133,763.083   465,180.229   MT  0.99998165   -0 06 50.6
 TU2731;UTM  05      - 2,218,577.746   203,655.549   MT  1.00068558   -0 58 17.5
 TU2731
 TU2731                          SUPERSEDED SURVEY CONTROL
 TU2731
 TU2731  NAD 83(1986)-  20 02 29.12433(N)    155 49 58.20186(W) AD(       ) 4
 TU2731  OLD HI      -  20 02 40.13300(N)    155 50 08.22500(W) AD(       ) 3
 TU2731
 TU2731.Superseded values are not recommended for survey control.
 TU2731.NGS no longer adjusts projects to the OLD HI datum.
 TU2731.See file dsdata.txt to determine how the superseded data were derived.
 TU2731
 TU2731_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0365618578(NAD 83)
 TU2731
 TU2731  HISTORY     - Date     Condition        Report By
 TU2731  HISTORY     - 1928     MONUMENTED       CGS
 TU2731  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2731  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2731
 TU2731                          STATION DESCRIPTION
 TU2731
 TU2731'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2731'ON THE NORTHWEST COAST OF HAWAII, AT THE NORTH END OF THE
 TU2731'VILLAGE OF KAWAIHAE, AND ABOUT 230 METERS NORTH-NORTHWEST ALONG
 TU2731'THE SHORE FROM THE WHARF.  THIS IS THE THIRD LIGHT WHICH HAS
 TU2731'BEEN ERECTED AT KAWAIHAE.  THE FIRST LIGHT, PRIOR TO AND DURING
 TU2731'1905, WAS EXHIBITED FROM THE OLD MASONRY CONICAL FRUSTUM NOW
 TU2731'STANDING BETWEEN THE PRESENT LIGHT AND THE RADIO MAST.  THE
 TU2731'SECOND AND THIRD LIGHTS WERE IDENTICAL IN POSITION.  THE LENS
 TU2731'LANTERN FIRST EXHIBITED IN 1906 WAS SUPPORTED ON A OPEN
 TU2731'SKELETON PYRAMIDAL WOODEN TOWER, WHICH WAS REPLACED IN 1914
 TU2731'WITH THE PRESENT CONCRETE TOWER.  THE PRESENT TOWER IS 34
 TU2731'FEET IN HEIGHT.  THE 1913 DETERMINATION OF THE
 TU2731'GEOGRAPHICAL POSITION OF THIS LIGHT WAS APPARENTLY IN ERROR
 TU2731'BY SEVERAL METERS AND IS SUPERSEDED BY THE 1928
 TU2731'DETERMINATION.
 TU2731
 TU2731                          STATION RECOVERY (1967)
 TU2731
 TU2731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2731'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 1800
 TU2731'FEET NORTHWEST FROM THE POST OFFICE AT KAWAIHAE, 300 FEET
 TU2731'SOUTHEAST FROM OLD KAWAIHAE PIER, 50 YARDS SOUTHWEST OF THE
 TU2731'HIGHWAY, AND 20 YARDS NORTHEAST FROM SEA BLUFF.
 TU2731'
 TU2731'STATION IS CENTER OF WHITE LIGHT MOUNTED ATOP A
 TU2731'SQUARE, WHITE, TAPERING, CONCRETE TOWER.  LIGHT IS 36 FEET
 TU2731'ABOVE GROUND.
 TU2731
 TU2731                          STATION RECOVERY (1968)
 TU2731
 TU2731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2731'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 TU2731'BY D.M. WHIPP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2729 ***********************************************************************
 TU2729  DESIGNATION -  KAWAIHAE WIRELESS
 TU2729  PID         -  TU2729
 TU2729  STATE/COUNTY-  HI/HAWAII
 TU2729  USGS QUAD   -  KAWAIHAE (1995)
 TU2729
 TU2729                         *CURRENT SURVEY CONTROL
 TU2729  ___________________________________________________________________
 TU2729* NAD 83(1993)-  20 02 27.27289(N)    155 49 56.23915(W)     ADJUSTED  
 TU2729* LOCAL TIDAL -                                                        
 TU2729  ___________________________________________________________________
 TU2729  EPOCH DATE  -        1993.62
 TU2729  LAPLACE CORR-          11.79  (seconds)                    DEFLEC99
 TU2729  GEOID HEIGHT-          20.52  (meters)                     GEOID03
 TU2729
 TU2729  HORZ ORDER  -  THIRD
 TU2729
 TU2729.The horizontal coordinates were established by classical geodetic methods
 TU2729.and adjusted by the National Geodetic Survey in December 1998..
 TU2729.The horizontal coordinates are valid at the epoch date displayed above.
 TU2729.The epoch date for horizontal control is a decimal equivalence
 TU2729.of Year/Month/Day.
 TU2729
 TU2729
 TU2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2729
 TU2729.The geoid height was determined by GEOID03.
 TU2729
 TU2729;                    North         East     Units Scale Factor Converg.
 TU2729;SPC HI 1     -   133,705.564   465,236.961   MT  0.99998160   -0 06 49.9
 TU2729;UTM  05      - 2,218,519.344   203,711.453   MT  1.00068517   -0 58 16.7
 TU2729
 TU2729                          SUPERSEDED SURVEY CONTROL
 TU2729
 TU2729  NAD 83(1986)-  20 02 27.25717(N)    155 49 56.24730(W) AD(       ) 4
 TU2729  OLD HI      -  20 02 38.68000(N)    155 50 06.16000(W) AD(       ) 3
 TU2729
 TU2729.Superseded values are not recommended for survey control.
 TU2729.NGS no longer adjusts projects to the OLD HI datum.
 TU2729.See file dsdata.txt to determine how the superseded data were derived.
 TU2729
 TU2729_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0371118519(NAD 83)
 TU2729
 TU2729  HISTORY     - Date     Condition        Report By
 TU2729  HISTORY     - UNK      MONUMENTED
 TU2729  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2729
 TU2729                          STATION DESCRIPTION
 TU2729
 TU2729'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2729'ON NORTHWEST COAST OF HAWAII, AT KAWAIHAE, THE WIRELESS MAST
 TU2729'OWNED BUT NO LONGER OPERATED BY THE MUTUAL TELEPHONE CO. OF
 TU2729'HONOLULU.  THE POSITION OF THIS POINT, DETERMINED WITHOUT CHECK,
 TU2729'IS IN DOUBT BY SEVERAL METERS, AND SHOULD NOT BE USED ON LARGE
 TU2729'SCALE MAPS OR CHARTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1538 ***********************************************************************
 TU1538  DESIGNATION -  KAWAIHAPAI
 TU1538  PID         -  TU1538
 TU1538  STATE/COUNTY-  HI/HONOLULU
 TU1538  USGS QUAD   -  KAENA (1983)
 TU1538
 TU1538                         *CURRENT SURVEY CONTROL
 TU1538  ___________________________________________________________________
 TU1538* NAD 83(1993)-  21 34 53.79754(N)    158 10 25.40249(W)     ADJUSTED  
 TU1538* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1538  ___________________________________________________________________
 TU1538  EPOCH DATE  -        1993.62
 TU1538  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 TU1538  GEOID HEIGHT-          14.76  (meters)                     GEOID03
 TU1538
 TU1538  HORZ ORDER  -  THIRD
 TU1538
 TU1538.The horizontal coordinates were established by classical geodetic methods
 TU1538.and adjusted by the National Geodetic Survey in December 1998..
 TU1538.The horizontal coordinates are valid at the epoch date displayed above.
 TU1538.The epoch date for horizontal control is a decimal equivalence
 TU1538.of Year/Month/Day.
 TU1538
 TU1538.The orthometric height was scaled from a topographic map.
 TU1538
 TU1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1538
 TU1538.The geoid height was determined by GEOID03.
 TU1538
 TU1538;                    North         East     Units Scale Factor Converg.
 TU1538;SPC HI 3     -    45,952.946   482,009.015   MT  0.99999400   -0 03 50.0
 TU1538;UTM  04      - 2,386,745.154   585,539.107   MT  0.99969041   +0 18 14.2
 TU1538
 TU1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1538!SPC HI 3     -   0.99999737  x   0.99999400  =   0.99999137
 TU1538!UTM  04      -   0.99999737  x   0.99969041  =   0.99968778
 TU1538
 TU1538:                Primary Azimuth Mark                     Grid Az
 TU1538:SPC HI 3     -  MOKULEIA RESET                           099 56 33.1
 TU1538:UTM  04      -  MOKULEIA RESET                           099 34 28.9
 TU1538
 TU1538|---------------------------------------------------------------------|
 TU1538| PID    Reference Object                     Distance      Geod. Az  |
 TU1538|                                                           dddmmss.s |
 TU1538| TU1534 MOKULEIA RESET                      APPROX. 1.0 KM 0995243.1 |
 TU1538|---------------------------------------------------------------------|
 TU1538
 TU1538                          SUPERSEDED SURVEY CONTROL
 TU1538
 TU1538  NAD 83(1986)-  21 34 53.74835(N)    158 10 25.41390(W) AD(       ) 3
 TU1538  OLD HI      -  21 35 05.13400(N)    158 10 35.34000(W) AD(       ) 3
 TU1538
 TU1538.Superseded values are not recommended for survey control.
 TU1538.NGS no longer adjusts projects to the OLD HI datum.
 TU1538.See file dsdata.txt to determine how the superseded data were derived.
 TU1538
 TU1538_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8553986745(NAD 83)
 TU1538
 TU1538  HISTORY     - Date     Condition        Report By
 TU1538  HISTORY     - UNK      MONUMENTED
 TU1538  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1538
 TU1538                          STATION DESCRIPTION
 TU1538
 TU1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1538'THE SAND BEACH IN THIS VICINITY HAS RECEDED COSIDERABLY.  THE
 TU1538'DISTANCE AND AZIMUTH LAID OFF FROM STATION DILLINGHAM PLACES
 TU1538'THE STATION LOCATION DOWN ON THE SLOPING SAND BEACH NEAR
 TU1538'WATERS EDGE, ABOUT 25 FEET NORTH FROM BRUSH-COVERED BANK AND
 TU1538'ABOUT 5 FEET LOWER.  STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1875 ***********************************************************************
 TU1875  DESIGNATION -  KAWAIHOA HOA
 TU1875  PID         -  TU1875
 TU1875  STATE/COUNTY-  HI/KAUAI
 TU1875  USGS QUAD   -  
 TU1875
 TU1875                         *CURRENT SURVEY CONTROL
 TU1875  ___________________________________________________________________
 TU1875* NAD 83(1993)-  21 46 52.66397(N)    160 12 11.45555(W)     ADJUSTED  
 TU1875* LOCAL TIDAL -       167.     (meters)     548.     (feet)  SCALED    
 TU1875  ___________________________________________________________________
 TU1875  EPOCH DATE  -        1993.62
 TU1875  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 TU1875  GEOID HEIGHT-          13.99  (meters)                     GEOID03
 TU1875
 TU1875  HORZ ORDER  -  THIRD
 TU1875
 TU1875.The horizontal coordinates were established by classical geodetic methods
 TU1875.and adjusted by the National Geodetic Survey in December 1998..
 TU1875.The horizontal coordinates are valid at the epoch date displayed above.
 TU1875.The epoch date for horizontal control is a decimal equivalence
 TU1875.of Year/Month/Day.
 TU1875
 TU1875.The orthometric height was scaled from a topographic map.
 TU1875
 TU1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1875
 TU1875.The geoid height was determined by GEOID03.
 TU1875
 TU1875;                    North         East     Units Scale Factor Converg.
 TU1875;SPC HI 5     -    12,692.909   496,223.584   MT  1.00000018   -0 00 48.8
 TU1875;UTM  04      - 2,409,104.444   375,610.330   MT  0.99979119   -0 26 47.5
 TU1875
 TU1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1875!SPC HI 5     -   0.99997156  x   1.00000018  =   0.99997174
 TU1875!UTM  04      -   0.99997156  x   0.99979119  =   0.99976275
 TU1875
 TU1875|---------------------------------------------------------------------|
 TU1875| PID    Reference Object                     Distance      Geod. Az  |
 TU1875|                                                           dddmmss.s |
 TU1875| CJ9570 KAWAIHOA HOA RM 1                    28.276 METERS 19234     |
 TU1875| CJ9571 KAWAIHOA HOA RM 2                                  33552     |
 TU1875| TU1880 DERRICK                             APPROX.10.0 KM 3420619.7 |
 TU1875| TU1879 BARN SOUTH GABLE                    APPROX.10.0 KM 3422939.3 |
 TU1875| TU1877 ROB                                 APPROX. 7.3 KM 3472133.7 |
 TU1875| TU1876 KAWAEWAE KAW                        APPROX. 7.3 KM 3490758.7 |
 TU1875|---------------------------------------------------------------------|
 TU1875
 TU1875                          SUPERSEDED SURVEY CONTROL
 TU1875
 TU1875  NAD 83(1986)-  21 46 52.60169(N)    160 12 11.47922(W) AD(       ) 3
 TU1875  OLD HI      -  21 47 03.88500(N)    160 12 21.49100(W) AD(       ) 3
 TU1875
 TU1875.Superseded values are not recommended for survey control.
 TU1875.NGS no longer adjusts projects to the OLD HI datum.
 TU1875.See file dsdata.txt to determine how the superseded data were derived.
 TU1875
 TU1875_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK7561009104(NAD 83)
 TU1875_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1875_SETTING: 66 = SET IN ROCK OUTCROP
 TU1875
 TU1875  HISTORY     - Date     Condition        Report By
 TU1875  HISTORY     - 1926     MONUMENTED       CGS
 TU1875
 TU1875                          STATION DESCRIPTION
 TU1875
 TU1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1875'ON THE HIGHEST POINT OF PROMINENT HILL AT THE EXTREME SOUTHERN
 TU1875'END OF NIIHAU ISLAND.  THE REMAINS OF A STAKE WERE FOUND ABOUT
 TU1875'EIGHT-TENTHS OF A METER NORTH OF THE STATION.  THIS STAKE WAS
 TU1875'PROBABLY THE REMAINS OF A HAWAIIAN GOVERNMENT SURVEY STATION
 TU1875'MARK.  STATION MARKED ACCORDING TO NOTE 2.  REFERENCE MARKS,
 TU1875'NOTE 12A, WERE PLACED ABOUT 8 METERS NORTH, AND ABOUT 35 METERS
 TU1875'SOUTHWEST ALONG THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3295 ***********************************************************************
 TU3295  DESIGNATION -  KAWAIKAPU 1915
 TU3295  PID         -  TU3295
 TU3295  STATE/COUNTY-  HI/MAUI
 TU3295  USGS QUAD   -  
 TU3295
 TU3295                         *CURRENT SURVEY CONTROL
 TU3295  ___________________________________________________________________
 TU3295* NAD 83(1993)-  21 09 46.46921(N)    156 45 15.95121(W)     ADJUSTED  
 TU3295* LOCAL TIDAL -       446.     (meters)    1463.     (feet)  SCALED    
 TU3295  ___________________________________________________________________
 TU3295  EPOCH DATE  -        1993.62
 TU3295  LAPLACE CORR-          -7.88  (seconds)                    DEFLEC99
 TU3295  GEOID HEIGHT-          14.52  (meters)                     GEOID03
 TU3295
 TU3295  HORZ ORDER  -  THIRD
 TU3295
 TU3295.The horizontal coordinates were established by classical geodetic methods
 TU3295.and adjusted by the National Geodetic Survey in December 1998..
 TU3295.The horizontal coordinates are valid at the epoch date displayed above.
 TU3295.The epoch date for horizontal control is a decimal equivalence
 TU3295.of Year/Month/Day.
 TU3295
 TU3295.The orthometric height was scaled from a topographic map.
 TU3295
 TU3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3295
 TU3295.The geoid height was determined by GEOID03.
 TU3295
 TU3295;                    North         East     Units Scale Factor Converg.
 TU3295;SPC HI 2     -    91,844.823   490,885.357   MT  0.99996769   -0 01 54.1
 TU3295;UTM  04      - 2,341,827.483   733,169.599   MT  1.00027190   +0 48 39.8
 TU3295
 TU3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3295!SPC HI 2     -   0.99992762  x   0.99996769  =   0.99989531
 TU3295!UTM  04      -   0.99992762  x   1.00027190  =   1.00019950
 TU3295
 TU3295|---------------------------------------------------------------------|
 TU3295| PID    Reference Object                     Distance      Geod. Az  |
 TU3295|                                                           dddmmss.s |
 TU3295| TU3297 KEPOOKOHOLUA                        397.822 METERS 26246     |
 TU3295|---------------------------------------------------------------------|
 TU3295
 TU3295                          SUPERSEDED SURVEY CONTROL
 TU3295
 TU3295  NAD 83(1986)-  21 09 46.42493(N)    156 45 15.89563(W) AD(       ) 3
 TU3295  OLD HI      -  21 09 57.85900(N)    156 45 26.04400(W) AD(       ) 3
 TU3295
 TU3295.Superseded values are not recommended for survey control.
 TU3295.NGS no longer adjusts projects to the OLD HI datum.
 TU3295.See file dsdata.txt to determine how the superseded data were derived.
 TU3295
 TU3295_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3317041827(NAD 83)
 TU3295
 TU3295  HISTORY     - Date     Condition        Report By
 TU3295  HISTORY     - 1915     MONUMENTED       CGS
 TU3295  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3295
 TU3295                          STATION DESCRIPTION
 TU3295
 TU3295'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3295'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3295'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED BY
 TU3295'A 4 X 6 REDWOOD POST, REFERENCED BY 3 CROSSES ON STONES.  A
 TU3295'SEARCH WAS MADE BUT NO MARKS COULD BE RECOVERED.  THIS HILL
 TU3295'HAS BEEN BULLDOZED OFF AND DEVELOPED FOR PASTURE LAND BY THE
 TU3295'PUU O HOKU RANCH AND THE STATION IS BELIEVED TO HAVE BEEN
 TU3295'DESTROYED IN THE PROCESS.
 TU3295'
 TU3295'A NEW STATION, KAWAIKAPU 2, WAS ESTABLISHED IN THE APPROXIMATE
 TU3295'LOCATION.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3296 ***********************************************************************
 TU3296  DESIGNATION -  KAWAIKAPU 2
 TU3296  PID         -  TU3296
 TU3296  STATE/COUNTY-  HI/MAUI
 TU3296  USGS QUAD   -  
 TU3296
 TU3296                         *CURRENT SURVEY CONTROL
 TU3296  ___________________________________________________________________
 TU3296* NAD 83(1993)-  21 09 46.25777(N)    156 45 16.38860(W)     ADJUSTED  
 TU3296* LOCAL TIDAL -       447.     (meters)    1467.     (feet)  VERT ANG  
 TU3296  ___________________________________________________________________
 TU3296  EPOCH DATE  -        1993.62
 TU3296  LAPLACE CORR-          -7.87  (seconds)                    DEFLEC99
 TU3296  GEOID HEIGHT-          14.52  (meters)                     GEOID03
 TU3296
 TU3296  HORZ ORDER  -  SECOND
 TU3296
 TU3296.The horizontal coordinates were established by classical geodetic methods
 TU3296.and adjusted by the National Geodetic Survey in December 1998..
 TU3296.The horizontal coordinates are valid at the epoch date displayed above.
 TU3296.The epoch date for horizontal control is a decimal equivalence
 TU3296.of Year/Month/Day.
 TU3296
 TU3296.The orthometric height was determined by vertical angle observations.
 TU3296.No vertical observational check was made to the station.
 TU3296
 TU3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3296
 TU3296.The geoid height was determined by GEOID03.
 TU3296
 TU3296;                    North         East     Units Scale Factor Converg.
 TU3296;SPC HI 2     -    91,838.327   490,872.736   MT  0.99996770   -0 01 54.2
 TU3296;UTM  04      - 2,341,820.800   733,157.070   MT  1.00027183   +0 48 39.7
 TU3296
 TU3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3296!SPC HI 2     -   0.99992746  x   0.99996770  =   0.99989517
 TU3296!UTM  04      -   0.99992746  x   1.00027183  =   1.00019927
 TU3296
 TU3296|---------------------------------------------------------------------|
 TU3296| PID    Reference Object                     Distance      Geod. Az  |
 TU3296|                                                           dddmmss.s |
 TU3296| CN5403 KAWAIKAPU 2 RM 2                     13.623 METERS 00452     |
 TU3296| CN5402 KAWAIKAPU 2 RM 1                     12.870 METERS 07116     |
 TU3296| TU3289 PUU O HOKU 1915                     APPROX. 4.0 KM 1405723.0 |
 TU3296|---------------------------------------------------------------------|
 TU3296
 TU3296                          SUPERSEDED SURVEY CONTROL
 TU3296
 TU3296  NAD 83(1986)-  21 09 46.21245(N)    156 45 16.33286(W) AD(       ) 2
 TU3296  OLD HI      -  21 09 57.73900(N)    156 45 26.48200(W) AD(       ) 2
 TU3296
 TU3296.Superseded values are not recommended for survey control.
 TU3296.NGS no longer adjusts projects to the OLD HI datum.
 TU3296.See file dsdata.txt to determine how the superseded data were derived.
 TU3296
 TU3296_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3315741821(NAD 83)
 TU3296_MARKER: Z = SEE DESCRIPTION
 TU3296_SETTING: 0 = UNSPECIFIED SETTING
 TU3296
 TU3296  HISTORY     - Date     Condition        Report By
 TU3296  HISTORY     - 1962     MONUMENTED       CGS
 TU3296
 TU3296                          STATION DESCRIPTION
 TU3296
 TU3296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3296'STATION IS LOCATED, AIRLINE, ABOUT 1 MILE WEST-NORTHWEST OF THE
 TU3296'OLD VILLAGE OF HALAWA AND 2 MILES NORTHWEST OF THE PUU O HOKU
 TU3296'RANCH BUILDINGS, ON PROPERTY OF THE PUU O HOKU RANCH AND ON THE
 TU3296'SUMMIT OF A PROMINENT, ROUND-TOPPED HILL OF ABOUT 1465 FEET
 TU3296'ELEVATION THAT HAS AN EAST-WEST ROW OF 5 MACADAMIA TREES ACROSS
 TU3296'ITS TOP AND A NORTH-SOUTH FENCE LINE HIDDEN BY A GROWTH OF GUAVA
 TU3296'BUSHES ALONG THE WEST SIDE OF THE TOP.
 TU3296'
 TU3296'TO REACH FROM THE CROSSROAD AT THE ENTRANCE TO THE PUU O HOKU
 TU3296'RANCH HEADQUARTERS, GO NORTH ON STATE HIGHWAY 45 FOR 2.7 MILES
 TU3296'TO BOTTOM OF GRADE AT OLD CHURCH.  TURN BACK SHARP LEFT FOR 0.05
 TU3296'MILE TO FORK.  TAKE RIGHT FORK AND GO 0.1 MILE TO CONCRETE
 TU3296'BRIDGE AND END OF TRUCK TRAVEL.  PACK NORTHEAST ON BEACH ROAD FOR
 TU3296'ABOUT 1/4 MILE TO GATE AT FENCE CORNER.  PASS THROUGH GATE AND
 TU3296'CONTINUE ON ROAD FOR ABOUT 1/4 MILE TO FENCE CORNER ON
 TU3296'LEFT.  CONTINUE ON WASHED OUT ROAD WINDING UP CANYON FOR ABOUT
 TU3296'1 MILE TO GATE AT TOP OF GRADE.  PASS THROUGH GATE AND FOLLOW
 TU3296'ROAD ABOUT 1 MILE SOUTHWEST TO TOP OF GRADE JUST BELOW HILL
 TU3296'ON LEFT.  GO LEFT, OFF OF ROAD, AND FOLLOW SOUTHERLY ALONG
 TU3296'FENCE LINE TO TOP OF HILL AND STATION, A DISTANCE OF ABOUT
 TU3296'150 YARDS.
 TU3296'
 TU3296'STATION MARK IS A STANDARD DISK STAMPED KAWAIKAPU 2 1962, BRAZED
 TU3296'TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 8 INCHES ABOVE
 TU3296'GROUND.  IT IS 43.1 FEET SOUTH-SOUTHWEST OF THE 2ND TREE FROM
 TU3296'THE EAST END OF THE TREE ROW.
 TU3296'
 TU3296'REFERENCE MARK ONE IS A STANDARD DISK STAMPED KAWAIKAPU 2 NO 1
 TU3296'1962, BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 6
 TU3296'INCHES ABOVE GROUND.  IT IS 3 FEET SOUTH OF THE EASTERN-MOST
 TU3296'TREE OF THE ROW AND AT SAME ELEVATION AS STATION.
 TU3296'
 TU3296'REFERENCE MARK TWO IS A STANDARD DISK STAMPED KAWAIKAPU 2 NO 2
 TU3296'1962, BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 6
 TU3296'INCHES ABOVE GROUND.  IT IS 5.0 FEET EAST-SOUTHEAST OF THE 3RD
 TU3296'TREE FROM THE EAST END OF THE TREE ROW AND AT SAME ELEVATION
 TU3296'AS STATION.
 TU3296'
 TU3296'STATION PUU O HOKU 1915 WILL SERVE AS THE AZIMUTH MARK.
 TU3296'
 TU3296'NOTE--PACKING TIME ABOUT 2 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1948 ***********************************************************************
 TU1948  DESIGNATION -  KAWAIKINI
 TU1948  PID         -  TU1948
 TU1948  STATE/COUNTY-  HI/KAUAI
 TU1948  USGS QUAD   -  WAIALEALE (1983)
 TU1948
 TU1948                         *CURRENT SURVEY CONTROL
 TU1948  ___________________________________________________________________
 TU1948* NAD 83(1993)-  22 03 23.04038(N)    159 29 48.12982(W)     ADJUSTED  
 TU1948* LOCAL TIDAL -      1587.0    (meters)    5207.     (feet)  VERT ANG  
 TU1948  ___________________________________________________________________
 TU1948  EPOCH DATE  -        1993.62
 TU1948  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 TU1948  GEOID HEIGHT-          17.24  (meters)                     GEOID03
 TU1948
 TU1948  HORZ ORDER  -  THIRD
 TU1948
 TU1948.The horizontal coordinates were established by classical geodetic methods
 TU1948.and adjusted by the National Geodetic Survey in December 1998..
 TU1948.The horizontal coordinates are valid at the epoch date displayed above.
 TU1948.The epoch date for horizontal control is a decimal equivalence
 TU1948.of Year/Month/Day.
 TU1948
 TU1948.The orthometric height was determined by vertical angle observations.
 TU1948
 TU1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1948
 TU1948.The geoid height was determined by GEOID03.
 TU1948
 TU1948;                    North         East     Units Scale Factor Converg.
 TU1948;SPC HI 4     -    24,699.836   500,340.345   MT  0.99999000   +0 00 04.5
 TU1948;UTM  04      - 2,439,153.102   448,749.759   MT  0.99963245   -0 11 11.5
 TU1948
 TU1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1948!SPC HI 4     -   0.99974793  x   0.99999000  =   0.99973793
 TU1948!UTM  04      -   0.99974793  x   0.99963245  =   0.99938048
 TU1948
 TU1948|---------------------------------------------------------------------|
 TU1948| PID    Reference Object                     Distance      Geod. Az  |
 TU1948|                                                           dddmmss.s |
 TU1948| CJ8690 KAWAIKINI RM 2                                     09336     |
 TU1948| CJ8689 KAWAIKINI RM 1                                     35952     |
 TU1948|---------------------------------------------------------------------|
 TU1948
 TU1948                          SUPERSEDED SURVEY CONTROL
 TU1948
 TU1948  NAD 83(1986)-  22 03 23.01637(N)    159 29 48.18163(W) AD(       ) 3
 TU1948  OLD HI      -  22 03 34.31900(N)    159 29 58.25100(W) AD(       ) 3
 TU1948
 TU1948.Superseded values are not recommended for survey control.
 TU1948.NGS no longer adjusts projects to the OLD HI datum.
 TU1948.See file dsdata.txt to determine how the superseded data were derived.
 TU1948
 TU1948_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4875039153(NAD 83)
 TU1948_MARKER: Z = SEE DESCRIPTION
 TU1948_SETTING: 0 = UNSPECIFIED SETTING
 TU1948
 TU1948  HISTORY     - Date     Condition        Report By
 TU1948  HISTORY     - 1962     MONUMENTED       USGS
 TU1948
 TU1948                          STATION DESCRIPTION
 TU1948
 TU1948'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 TU1948'STATION IS LOCATED IN THE CENTER OF THE ISLAND ON THE HIGHEST
 TU1948'MOUNTAIN ON KAUAI IN THE VICINITY OF THE HIGHEST POINT AND ON
 TU1948'THE E-W RIDGE WHERE THE RIDGE DROPS ABRUPTLY OFF TO THE S.  IT IS
 TU1948'ABOUT 12 MI. NE OF HANAPEPE AND 10 MI. NW OF LIHUE.
 TU1948'
 TU1948'STATION WAS REACHED BY HELICOPTER
 TU1948'
 TU1948'STATION MARK IS A USGS DISK STAMPED KAWAIKINI 1962, CEMENTED
 TU1948'IN A DRILLHOLE IN BEDROCK.
 TU1948'
 TU1948'REFERENCE MARK 1 IS A CHISELED CROSS IN A ROCK OUTCROP AND W OF
 TU1948'THE STATION.
 TU1948'
 TU1948'REFERENCE MARK 2 IS A CHISELED CROSS IN A ROCK OUTCROP AND E OF
 TU1948'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1515 ***********************************************************************
 TU1515  DESIGNATION -  KAWAILOA 1927
 TU1515  PID         -  TU1515
 TU1515  STATE/COUNTY-  HI/HONOLULU
 TU1515  USGS QUAD   -  HALEIWA (1983)
 TU1515
 TU1515                         *CURRENT SURVEY CONTROL
 TU1515  ___________________________________________________________________
 TU1515* NAD 83(1993)-  21 35 58.33108(N)    158 03 38.97862(W)     ADJUSTED  
 TU1515* LOCAL TIDAL -       185.     (meters)     607.     (feet)  VERT ANG  
 TU1515  ___________________________________________________________________
 TU1515  EPOCH DATE  -        1993.62
 TU1515  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 TU1515  GEOID HEIGHT-          14.70  (meters)                     GEOID03
 TU1515
 TU1515  HORZ ORDER  -  SECOND
 TU1515
 TU1515.The horizontal coordinates were established by classical geodetic methods
 TU1515.and adjusted by the National Geodetic Survey in December 1998..
 TU1515.The horizontal coordinates are valid at the epoch date displayed above.
 TU1515.The epoch date for horizontal control is a decimal equivalence
 TU1515.of Year/Month/Day.
 TU1515
 TU1515.The orthometric height was determined by vertical angle observations.
 TU1515.No vertical observational check was made to the station.
 TU1515
 TU1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1515
 TU1515.The geoid height was determined by GEOID03.
 TU1515
 TU1515;                    North         East     Units Scale Factor Converg.
 TU1515;SPC HI 3     -    47,928.976   493,701.412   MT  0.99999049   -0 01 20.6
 TU1515;UTM  04      - 2,388,795.647   597,215.200   MT  0.99971678   +0 20 44.7
 TU1515
 TU1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1515!SPC HI 3     -   0.99996861  x   0.99999049  =   0.99995910
 TU1515!UTM  04      -   0.99996861  x   0.99971678  =   0.99968540
 TU1515
 TU1515                          SUPERSEDED SURVEY CONTROL
 TU1515
 TU1515  NAD 83(1986)-  21 35 58.28172(N)    158 03 38.98994(W) AD(       ) 2
 TU1515  OLD HI      -  21 36 09.71330(N)    158 03 48.89709(W) AD(       ) 2
 TU1515
 TU1515.Superseded values are not recommended for survey control.
 TU1515.NGS no longer adjusts projects to the OLD HI datum.
 TU1515.See file dsdata.txt to determine how the superseded data were derived.
 TU1515
 TU1515_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9721588796(NAD 83)
 TU1515_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1515
 TU1515  HISTORY     - Date     Condition        Report By
 TU1515  HISTORY     - 1927     MONUMENTED       CGS
 TU1515  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1515  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1515
 TU1515                          STATION DESCRIPTION
 TU1515
 TU1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1515'IN NORTHWESTERN PART OF OAHU, ABOUT 2-1/4 MILES EAST-SOUTHEAST
 TU1515'OF KAWAILOA RAILROAD STATION OF THE OAHU RAILWAY AND LAND CO.,
 TU1515'BACK IN A PINEAPPLE PATCH.  APPROACHED FROM KAWAILOA RAILROAD
 TU1515'STATION BY TAKING ROAD LEADING UP AND BY THE PINEAPPLE SETTLEMENT
 TU1515'TO A POINT ABOUT 200 YARDS FROM STATION WHERE IRRIGATION DITCH
 TU1515'CROSSES ROAD.  STATION IS ON THIS DITCH, ABOUT 200 YARDS TO THE
 TU1515'LEFT OR NORTH OF ROAD.  MARKED ACCORDING TO NOTE 1A, A STANDARD
 TU1515'DISK IN CONCRETE POST.  REFERENCE MARK, A STANDARD REFERENCE
 TU1515'DISK, NOTE 11A, IS 220.13 METERS (722.21 FEET) FROM THE
 TU1515'STATION.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1515
 TU1515                          STATION RECOVERY (1965)
 TU1515
 TU1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1515'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER CANNOT
 TU1515'BE USED BECAUSE THE TYPE A SIGNAL BUILT BY THE HAWAII
 TU1515'TERRITORIAL SURVEY IN 1929 HAS SETTLED OUT OF PLUMB AS A RESULT
 TU1515'OF BEING UNDERMINED BY AN IRRIGATION CANAL.  THE REFERENCE MARK
 TU1515'WAS SEARCHED FOR BUT NOT FOUND.  ONLY A DISTANCE WAS GIVEN IN
 TU1515'THE ORIGINAL DESCRIPTION, NOT AN AZIMUTH OR DIRECTION.  THE
 TU1515'LAND IS NOW PLANTED IN SUGAR CANE AND THE STATION IS HIDDEN
 TU1515'DURING PERIODS WHEN THE CANE IS HIGH.  A COMPLETE DESCRIPTION
 TU1515'FOLLOWS--
 TU1515'
 TU1515'STATION IS LOCATED ABOUT 1-1/2 MILES EAST-SOUTHEAST OF KAWAILOA
 TU1515'CAMP, 2-3/4 MILES EAST-NORTHEAST OF HALEIWA, AND 750 FEET NORTH
 TU1515'OF KAWAILOA RD.  AT ABOUT 610 FEET ELEVATION, ON THE EAST BANK OF
 TU1515'AN IRRIGATION CANAL IN A CANE FIELD.
 TU1515'
 TU1515'TO REACH STATION FROM THE FIRST NATIONAL BANK IN HALEIWA, GO
 TU1515'NORTHEAST ON STATE HIGHWAY 83 FOR 1.2 MILES TO PAVED SIDE ROAD
 TU1515'RIGHT, AT SIGN KAWAILOA SCHOOL.  TURN RIGHT AND GO 0.9
 TU1515'MILE.  TURN RIGHT, AT SIGN FIELD 4811-4813 AND GO UPGRADE,
 TU1515'FOLLOWING KAWAILOA ROAD, FOR 1.9 MILES TO CROSS-INTERSECTION
 TU1515'OF CANALS.  TURN LEFT AND FOLLOW FIELD ROAD NORTH ALONG EAST
 TU1515'SIDE OF CANAL FOR 0.15 MILE TO STATION ON LEFT.
 TU1515'
 TU1515'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF
 TU1515'A 6-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 18 INCHES
 TU1515'ABOVE GROUND.  IT IS 20 FEET SOUTH OF THE SOUTH END OF THE
 TU1515'CULVERT AT A CANAL CROSSING AND 61 YARDS NORTH OF A FLOOD-GATE
 TU1515'IN THE CANAL.
 TU1515
 TU1515                          STATION RECOVERY (1969)
 TU1515
 TU1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1515'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1965 AND IN GOOD
 TU1515'CONDITION, HOWEVER THE STATION MARK IS STAMPED KAWIALOA 1927,
 TU1515'IT WAS PREVIOUSLY BELIEVED TO HAVE NO STAMPING.  THE ORIGINAL
 TU1515'REFERENCE MARK WAS SEARCHED FOR BUT BELIEVED TO BE DESTROYED.
 TU1515'
 TU1515'A GEODIMETER TRAVERSE WAS MADE BETWEEN KAWAILOA 1927 AND
 TU1515'GROVE.  GEODIMETER DISTANCE 1,420.776 METERS OR (4,661.28 FT)
 TU1515'
 TU1515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1515'2-3/4 EAST-NORTHEAST OF HALEIWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2689 ***********************************************************************
 TU2689  DESIGNATION -  KAWAIWAI 1948
 TU2689  PID         -  TU2689
 TU2689  STATE/COUNTY-  HI/HAWAII
 TU2689  USGS QUAD   -  KAMUELA (1995)
 TU2689
 TU2689                         *CURRENT SURVEY CONTROL
 TU2689  ___________________________________________________________________
 TU2689* NAD 83(1993)-  20 02 32.85615(N)    155 44 05.26661(W)     ADJUSTED  
 TU2689* LOCAL TIDAL -       982.     (meters)    3222.     (feet)  SCALED    
 TU2689  ___________________________________________________________________
 TU2689  EPOCH DATE  -        1993.62
 TU2689  LAPLACE CORR-           8.05  (seconds)                    DEFLEC99
 TU2689  GEOID HEIGHT-          22.00  (meters)                     GEOID03
 TU2689
 TU2689  HORZ ORDER  -  SECOND
 TU2689
 TU2689.The horizontal coordinates were established by classical geodetic methods
 TU2689.and adjusted by the National Geodetic Survey in December 1998..
 TU2689.The horizontal coordinates are valid at the epoch date displayed above.
 TU2689.The epoch date for horizontal control is a decimal equivalence
 TU2689.of Year/Month/Day.
 TU2689
 TU2689.The orthometric height was scaled from a topographic map.
 TU2689
 TU2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2689
 TU2689.The geoid height was determined by GEOID03.
 TU2689
 TU2689;                    North         East     Units Scale Factor Converg.
 TU2689;SPC HI 1     -   133,859.955   475,436.614   MT  0.99997412   -0 04 49.7
 TU2689;UTM  05      - 2,218,521.087   213,919.115   MT  1.00061168   -0 56 16.4
 TU2689
 TU2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2689!SPC HI 1     -   0.99984221  x   0.99997412  =   0.99981633
 TU2689!UTM  05      -   0.99984221  x   1.00061168  =   1.00045379
 TU2689
 TU2689                          SUPERSEDED SURVEY CONTROL
 TU2689
 TU2689  NAD 83(1986)-  20 02 32.84102(N)    155 44 05.27969(W) AD(       ) 2
 TU2689  OLD HI      -  20 02 43.85500(N)    155 44 15.29200(W) AD(       ) 2
 TU2689
 TU2689.Superseded values are not recommended for survey control.
 TU2689.NGS no longer adjusts projects to the OLD HI datum.
 TU2689.See file dsdata.txt to determine how the superseded data were derived.
 TU2689
 TU2689_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1391918521(NAD 83)
 TU2689
 TU2689  HISTORY     - Date     Condition        Report By
 TU2689  HISTORY     - 1948     MONUMENTED       CGS
 TU2689
 TU2689                          STATION DESCRIPTION
 TU2689
 TU2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TU2689'SEE STATION KAWAIWAI 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2690 ***********************************************************************
 TU2690  DESIGNATION -  KAWAIWAI 2
 TU2690  PID         -  TU2690
 TU2690  STATE/COUNTY-  HI/HAWAII
 TU2690  USGS QUAD   -  KAMUELA (1995)
 TU2690
 TU2690                         *CURRENT SURVEY CONTROL
 TU2690  ___________________________________________________________________
 TU2690* NAD 83(1993)-  20 02 32.69186(N)    155 44 05.33366(W)     ADJUSTED  
 TU2690* LOCAL TIDAL -       982.0    (meters)    3222.     (feet)  VERT ANG  
 TU2690  ___________________________________________________________________
 TU2690  EPOCH DATE  -        1993.62
 TU2690  LAPLACE CORR-           8.06  (seconds)                    DEFLEC99
 TU2690  GEOID HEIGHT-          22.00  (meters)                     GEOID03
 TU2690
 TU2690  HORZ ORDER  -  THIRD
 TU2690
 TU2690.The horizontal coordinates were established by classical geodetic methods
 TU2690.and adjusted by the National Geodetic Survey in December 1998..
 TU2690.The horizontal coordinates are valid at the epoch date displayed above.
 TU2690.The epoch date for horizontal control is a decimal equivalence
 TU2690.of Year/Month/Day.
 TU2690
 TU2690.The orthometric height was determined by vertical angle observations.
 TU2690
 TU2690.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2690
 TU2690.The geoid height was determined by GEOID03.
 TU2690
 TU2690;                    North         East     Units Scale Factor Converg.
 TU2690;SPC HI 1     -   133,854.906   475,434.659   MT  0.99997412   -0 04 49.7
 TU2690;UTM  05      - 2,218,516.064   213,917.083   MT  1.00061169   -0 56 16.5
 TU2690
 TU2690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2690!SPC HI 1     -   0.99984221  x   0.99997412  =   0.99981633
 TU2690!UTM  05      -   0.99984221  x   1.00061169  =   1.00045380
 TU2690
 TU2690|---------------------------------------------------------------------|
 TU2690| PID    Reference Object                     Distance      Geod. Az  |
 TU2690|                                                           dddmmss.s |
 TU2690| TU2689 KAWAIWAI 1948                         5.415 METERS 02105     |
 TU2690| CN5404 KAWAIWAI 2 RM 3                       8.568 METERS 05747     |
 TU2690| TU2561 PUU PA RESET=2677                   APPROX. 6.6 KM 1510540.1 |
 TU2690| CN5405 KAWAIWAI 2 RM 4                       2.885 METERS 33537     |
 TU2690|---------------------------------------------------------------------|
 TU2690
 TU2690                          SUPERSEDED SURVEY CONTROL
 TU2690
 TU2690  NAD 83(1986)-  20 02 32.67674(N)    155 44 05.34675(W) AD(       ) 3
 TU2690  OLD HI      -  20 02 43.69100(N)    155 44 15.35900(W) AD(       ) 3
 TU2690
 TU2690.Superseded values are not recommended for survey control.
 TU2690.NGS no longer adjusts projects to the OLD HI datum.
 TU2690.See file dsdata.txt to determine how the superseded data were derived.
 TU2690
 TU2690_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1391718516(NAD 83)
 TU2690_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2690_SETTING: 66 = SET IN ROCK OUTCROP
 TU2690
 TU2690  HISTORY     - Date     Condition        Report By
 TU2690  HISTORY     - 1948     MONUMENTED       CGS
 TU2690  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2690  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2690
 TU2690                          STATION DESCRIPTION
 TU2690
 TU2690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2690'AT ABOUT THE HIGHEST PART OF THE SOUTHEASTERLY OF TWO HUMPS
 TU2690'CONSTITUTING PUU KAWAIWAI, WHICH IS LOCATED CLOSE TO THE
 TU2690'KOHALA-WAIMEA HIGHWAY, ABOUT 4-1/2 MILES FROM KAMUELA.  THE
 TU2690'NORTHWESTERLY TIP OR HUMP OF THIS HILL IS THE HIGHER OF THE
 TU2690'TWO.  STATION IS NOT DIFFICULT TO REACH.  IT IS A STANDARD DISK
 TU2690'SET IN LEDGE AND TWO REFERENCE MARKS WERE SIMILARLY ESTABLISHED.
 TU2690'
 TU2690'THERE HAVE BEEN SEVERAL STATIONS PLACED ON THE HILL IN THE
 TU2690'PAST.  WHAT APPEARS TO BE OLD STATION KAWAIWAI (HAWAII TERRITORY
 TU2690'SURVEY) A CHISELED TRIANGLE WITH CHISELED CROSS INSIDE, ON A
 TU2690'BOULDER ABOUT 2-1/2 FEET IN DIAMETER, SET IN A CAIRN OF ROCKS, IS
 TU2690'DISTANT 17.76 FEET.
 TU2690
 TU2690                          STATION RECOVERY (1961)
 TU2690
 TU2690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2690'THE STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF THE
 TU2690'TWO REFERENCE MARKS WHICH WERE NOT RECOVERED.  THE STATION MARK WAS
 TU2690'FOUND IN GOOD CONDITION.
 TU2690'
 TU2690'A NEW TO REACH FOLLOWS--
 TU2690'
 TU2690'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 25
 TU2690'AND 19, IN THE CENTER OF THE TOWN OF WAIMEA, GO NORTH ON STATE
 TU2690'HIGHWAY 25 FOR 1.0 MILE TO THE INTERSECTION OF STATE HIGHWAYS 25
 TU2690'AND 26.  CONTINUE RIGHT ON STATE HIGHWAY 25 FOR 3.7 MILES TO THE
 TU2690'CENTER ONE OF THREE TRACK ROADS ON THE LEFT.  TURN LEFT AND
 TU2690'FOLLOW THE TRACK ROAD UP THE SIDE OF A HILL TO THE NORTH OF A
 TU2690'GRAVEL PIT FOR .3 MILES TO THE WEST SIDE OF THE HILL.  FROM THIS
 TU2690'POINT FOLLOW A DIM TRACK ROAD ACROSS THE SIDE OF THE HILL FOR ABOUT
 TU2690'100 YARDS AND THE END OF TWO-WHEEL DRIVE TRAVEL.  FROM THIS POINT
 TU2690'CROSS A SHORT SADDLE AND CONTINUE UP A DIM TRACK ROAD FOR ABOUT
 TU2690'100 YARDS TO THE TOP OF THE SOUTHEASTERLY ONE OF TWO HILLS
 TU2690'AND THE STATION.
 TU2690
 TU2690                          STATION RECOVERY (1967)
 TU2690
 TU2690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2690'STATION MARK WAS RECOVERED IN GOOD CONDITION.  ALTHOUGH THE OLD
 TU2690'DESCRIPTION STATES THAT 2 REFERENCE MARKS WERE ESTABLISHED NONE
 TU2690'COULD BE FOUND, SO TWO NEW MARKS, NO. 3 AND NO. 4, WERE
 TU2690'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2690'
 TU2690'STATION IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF KAMUELA AND
 TU2690'1400 FEET SOUTH-SOUTHWEST OF STATE HIGHWAY 25, ON THE SUMMIT OF
 TU2690'PUU KAWAIWAI, ON THE SOUTHEAST ONE OF THE TWO SIMILAR HILLS ABOUT
 TU2690'500 FEET APART, AT ABOUT 3222 FEET ELEVATION.  THERE IS A CINDER
 TU2690'QUARRY AT THE BASE OF THE HILL BETWEEN STATION AND THE HIGHWAY.
 TU2690'
 TU2690'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO WEST ON STATE
 TU2690'HIGHWAY 25 FOR 2.4 MILES TO JUNCTION WITH STATE HIGHWAY 26.  TAKE
 TU2690'RIGHT FORK, CONTINUING ON STATE HIGHWAY 25, FOR 2.7 MILES TO TOP
 TU2690'OF GRADE AND SIDE ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO LOCKED
 TU2690'CHAIN GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD UP AROUND
 TU2690'RIGHT SIDE OF HILL FOR 0.3 MILE TO END OF ROAD.  WALK SOUTHEAST
 TU2690'ABOUT 150 YARDS UP SLOPE TO TOP AND STATION.  (KEY FOR LOCKED
 TU2690'GATE MAY BE OBTAINED AT THE STATE HIGHWAY DEPT. IN KAMUELA).
 TU2690'
 TU2690'STATION MARK IS A STANDARD DISK STAMPED KAWAIWAI 2 1948, CEMENTED
 TU2690'IN A DRILL HOLE IN A SMALL BOULDER PROJECTING 2 INCHES ABOVE
 TU2690'GROUND.  THERE IS AN 8-FOOT-SQUARE, WIRE FENCE SURROUNDING THE
 TU2690'STATION.
 TU2690'
 TU2690'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KAWAIWAI 2
 TU2690'1948 NO 3 1967, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-FOOT
 TU2690'BOULDER PROJECTING 1 FOOT ABOVE GROUND.  IT IS 0.86 FOOT HIGHER
 TU2690'THAN STATION MARK.
 TU2690'
 TU2690'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED KAWAIWAI 2
 TU2690'1948 NO 4 1967, CEMENTED IN A DRILL HOLE IN A 16-INCH BOULDER THAT
 TU2690'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 6 INCHES HIGHER THAN
 TU2690'STATION MARK.
 TU2690'
 TU2690'KAWAIWAI (OLD) IS A 12-INCH, CHISELED TRIANGLE, WITH A SLIGHT HOLE
 TU2690'AT THE CENTER, IN THE TOP OF A 20-INCH SQUARE BOULDER SETTING IN
 TU2690'THE CENTER AND TOP OF AN 8-FOOT-DIAMETER ROCK PILE.  IT IS 2 FEET
 TU2690'HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1495 ***********************************************************************
 TU1495  DESIGNATION -  KAWELA
 TU1495  PID         -  TU1495
 TU1495  STATE/COUNTY-  HI/HONOLULU
 TU1495  USGS QUAD   -  KAHUKU (1983)
 TU1495
 TU1495                         *CURRENT SURVEY CONTROL
 TU1495  ___________________________________________________________________
 TU1495* NAD 83(1993)-  21 39 49.62830(N)    158 00 08.03249(W)     ADJUSTED  
 TU1495* LOCAL TIDAL -       333.3    (meters)    1094.     (feet)  VERT ANG  
 TU1495  ___________________________________________________________________
 TU1495  EPOCH DATE  -        1993.62
 TU1495  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 TU1495  GEOID HEIGHT-          13.82  (meters)                     GEOID03
 TU1495
 TU1495  HORZ ORDER  -  FIRST
 TU1495
 TU1495.The horizontal coordinates were established by classical geodetic methods
 TU1495.and adjusted by the National Geodetic Survey in December 1998..
 TU1495.The horizontal coordinates are valid at the epoch date displayed above.
 TU1495.The epoch date for horizontal control is a decimal equivalence
 TU1495.of Year/Month/Day.
 TU1495
 TU1495.The orthometric height was determined by vertical angle observations.
 TU1495
 TU1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1495
 TU1495.The geoid height was determined by GEOID03.
 TU1495
 TU1495;                    North         East     Units Scale Factor Converg.
 TU1495;SPC HI 3     -    55,041.693   499,769.060   MT  0.99999000   -0 00 03.0
 TU1495;UTM  04      - 2,395,945.357   603,235.354   MT  0.99973169   +0 22 06.1
 TU1495
 TU1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1495!SPC HI 3     -   0.99994545  x   0.99999000  =   0.99993545
 TU1495!UTM  04      -   0.99994545  x   0.99973169  =   0.99967715
 TU1495
 TU1495|---------------------------------------------------------------------|
 TU1495| PID    Reference Object                     Distance      Geod. Az  |
 TU1495|                                                           dddmmss.s |
 TU1495| TU1493 KAHUKU RADAR DOME                   171.877 METERS 07857     |
 TU1495| TU1494 LAK                                 121.855 METERS 09731     |
 TU1495| CJ8691 KAWELA RM 1                           5.896 METERS 10216     |
 TU1495| CJ8692 KAWELA RM 2                           2.843 METERS 16945     |
 TU1495| TU1497 KAHUKU WATER TANK                   APPROX. 2.6 KM 3424715.4 |
 TU1495|---------------------------------------------------------------------|
 TU1495
 TU1495                          SUPERSEDED SURVEY CONTROL
 TU1495
 TU1495  NAD 83(1986)-  21 39 49.57868(N)    158 00 08.04352(W) AD(       ) 1
 TU1495  OLD HI      -  21 40 01.02520(N)    158 00 17.95298(W) AD(       ) 1
 TU1495
 TU1495.Superseded values are not recommended for survey control.
 TU1495.NGS no longer adjusts projects to the OLD HI datum.
 TU1495.See file dsdata.txt to determine how the superseded data were derived.
 TU1495
 TU1495_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0323595945(NAD 83)
 TU1495
 TU1495  HISTORY     - Date     Condition        Report By
 TU1495  HISTORY     - 1875     MONUMENTED       CGS
 TU1495  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1495  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1495  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1495  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1495
 TU1495                          STATION DESCRIPTION
 TU1495
 TU1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1495'IN THE NORTHERN PART OF OAHU, IN THE KOOLAU RANGE, 3-1/2 MILES
 TU1495'WEST-SOUTHWEST OF KAHUKU MILL, ON THE MOST SOUTHERLY OF THREE
 TU1495'BARE SUMMITS, ON THE EAST SIDE OF A GULCH WHICH COMES TO THE
 TU1495'OCEAN ABOUT 1/2 MILE EAST OF WAIALEE INDUSTRIAL SCHOOL.  MARKED
 TU1495'ORIGINALLY BY AN IRON PIN.  PRESENT MARK IS UNITED STATES
 TU1495'ENGINEERS BRASS PLATE CEMENTED IN 5-INCH IRON PIPE EMBEDDED IN
 TU1495'GROUND.  REFERENCE MARK IS STANDARD REFERENCE MARK IN
 TU1495'CONCRETE IN TILE, NOTE 13A, 5.900 METERS (19.36 FEET) FROM
 TU1495'STATION, IN AZIMUTH 282 DEG 19 MIN.
 TU1495
 TU1495                          STATION RECOVERY (1932)
 TU1495
 TU1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1495'FOUND A 10 FOOT LENGTH OF 1-INCH PIPE SET IN GROUND SUPPORTED
 TU1495'BY A RUDE FRAME.  THE REFERENCE MARK WAS FOUND IN GOOD CONDITION.
 TU1495
 TU1495                          STATION RECOVERY (1964)
 TU1495
 TU1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1495'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 TU1495'CONDITION.  AN ADDITIONAL REFERENCE MARK, NUMBER TWO, WAS
 TU1495'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1495'
 TU1495'STATION IS LOCATED ABOUT 3-1/2 MILES WEST-SOUTHWEST OF KAHUKU,
 TU1495'2-1/4 MILES SOUTH-SOUTHEAST OF KAWELA BAY AND 200 YARDS WEST
 TU1495'OF A RADAR INSTALLATION, ON A SMALL KNOLL OF ABOUT 1095 FEET
 TU1495'ELEVATION.
 TU1495'
 TU1495'TO REACH STATION FROM THE KAHUKU PLANTATION COMPANY OFFICE IN
 TU1495'KAHUKU, GO NORTHWEST ON STATE HIGHWAY 83 FOR 4.2 MILES TO
 TU1495'CROSSROAD AT HANOPU ST.  TURN LEFT AND GO ON HARD-SURFACED
 TU1495'ROAD THROUGH CANE FIELD FOR 0.45 MILE TO CATTLEGUARD AT END
 TU1495'OF FIELD.  CROSS CATTLEGUARD AND CONTINUE ON MAIN ROAD UPGRADE
 TU1495'FOR 0.9 MILE TO FORK BY CORRAL ON RIGHT.  TAKE LEFT FORK AND
 TU1495'FOLLOW DIRT ROAD FOR 0.5 MILE TO FORK.  TAKE RIGHT FORK AND GO
 TU1495'0.2 MILE TO SIDE ROAD LEFT IN GROVE OF LARGE TREES ON CREST OF
 TU1495'RIDGE.  TURN LEFT AND GO 0.2 MILE TO FORK.  TAKE RIGHT FORK,
 TU1495'CROSSING CULVERT 21, AND GO 0.15 MILE TO SIDE ROAD RIGHT,
 TU1495'JUST BEFORE REACHING A MOCK VILLAGE IN ARMY TRAINING AREA.
 TU1495'TURN RIGHT AND GO 0.15 MILE TO CREST OF RIDGE BY PHONE
 TU1495'JUNCTION PANEL.  GO LEFT ON TRACK ROAD ALONG CREST OF
 TU1495'RIDGE FOR 0.75 MILE TO STATION ON RIGHT.
 TU1495'
 TU1495'STATION MARK IS A 3 X 4-INCH BRASS PLATE OF THE U.S. ARMY
 TU1495'ENGINEERS, STAMPED KAWELA AND SET IN THE TOP OF A 5-INCH SOIL
 TU1495'PIPE THAT PROJECTS 1 INCH FROM A MASS OF CONCRETE THAT IS FLUSH
 TU1495'WITH THE GROUND.  AT CENTER OF BRASS PLATE IS A 1-INCH TRIANGLE
 TU1495'WHICH HAS AT ITS CENTER A SMALL BRASS STUB PROJECTING 1/4-INCH.
 TU1495'THE MARK IS ABOUT 60 FEET SOUTH OF ROAD AND 35 FEET HIGHER, 4 FEET
 TU1495'EAST-SOUTHEAST OF SHEER EDGE OF KNOLL, AND 3 FEET SOUTHEAST OF
 TU1495'THE BASE OF A GNARLED, WINDSWEPT EUCALYPTUS TREE.
 TU1495'
 TU1495'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KAWELA NO
 TU1495'1, SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS
 TU1495'7 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN STATION
 TU1495'MARK.
 TU1495'
 TU1495'REFERENCE MARK NUMBER TWO IS A STANDARD DISK BRAZED TO THE TOP
 TU1495'OF A 1-1/2-INCH IRON PIPE THAT IS SET IN CEMENT AND PROJECTS
 TU1495'4 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU1495
 TU1495                          STATION RECOVERY (1969)
 TU1495
 TU1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1495'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 TU1495'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 TU1495'
 TU1495'A NEW DESCRIPTION FOLLOWS.
 TU1495'
 TU1495'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF KAHUKU, 2-1/2
 TU1495'MILES SOUTHEAST OF KAWELA BAY, 200 YARDS WEST OF A RADAR
 TU1495'INSTALLATION AND ON THE HIGHEST POINT OF A LOW KNOLL.
 TU1495'
 TU1495'TO REACH THE STATION FROM THE KAHUKU PLANTATION COMPANY OFFICE
 TU1495'AT THE NORTHWEST EDGE OF KAHUKU, GO NORTHWEST ON STATE HIGHWAY
 TU1495'83 FOR 2.0 MILES TO A SURFACED SIDE ROAD LEFT AND A SIGN ON THE
 TU1495'RIGHT READING USAF PACAF HF/SSB STATION 1891 COMM. SQ. AFSC,
 TU1495'TURN LEFT AND GO SOUTHWESTERLY ON THE SURFACED ROAD FOR 1.2 MILES
 TU1495'TO A FORK, TAKE THE LEFT FORK AND CONTINUE SOUTHERLY FOR 0.3
 TU1495'MILE TO A FORK AND A SIGN ALL VISITORS REPORT TO BATTERY
 TU1495'ADMINISTRATION BUILDING FOR PROCESSING.  (NOTE--CLEARANCE MUST
 TU1495'BE OBTAINED AT THIS BUILDING TO PASS THROUGH THE RADAR
 TU1495'INSTALLATION WHICH IS ON THE WAY TO THE STATION.  TO REACH THE
 TU1495'BUILDING FROM THIS POINT, TAKE THE LEFT FORK AND GO
 TU1495'SOUTHEASTERLY FOR ABOUT 1 MILE TO THE BUILDING ON THE RIGHT.)
 TU1495'TAKE THE RIGHT FORK AND CONTINUE SOUTHWESTERLY ON THE
 TU1495'SURFACED ROAD FOR 1.7 MILES TO THE ENTRANCE TO THE
 TU1495'RADAR INSTALLATION, PASS THROUGH THE GATE, TURN LEFT AND GO
 TU1495'SOUTHERLY FOR 0.1 MILE TO ANOTHER GATE, PASS THROUGH
 TU1495'THE GATE AND CONTINUE SOUTH AND WEST ON A BUILDOZED ROAD FOR
 TU1495'0.15 MILE TO THE STATION ON THE LEFT, ABOUT 100 FEET SOUTH
 TU1495'AND 50 FEET HIGHER THAN THE ROAD.
 TU1495'
 TU1495'THE STATION MARK IS A 3 X 4 INCH BRASS PLATE STAMPED KAWELA, SET
 TU1495'IN THE TOP OF A 4 INCH CONCRETE FILLED SOIL PIPE FLUSH WITH THE
 TU1495'GROUND.
 TU1495'
 TU1495'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KAWELA NO 1, SET
 TU1495'IN THE TOP OF A 4 INCH CONCRETE FILLED SOIL PIPE PROJECTING
 TU1495'6 INCHES AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION
 TU1495'MARK.
 TU1495'
 TU1495'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KAWELA 1875 1927
 TU1495'NO 2 1964, BRAZED TO THE TOP OF A 2 INCH SOIL PIPE PROJECTING
 TU1495'4 INCHES AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION
 TU1495'MARK.
 TU1495'
 TU1495'THE DISTANCE BETWEEN RM 1 AND RM 2 IS 18.00 FEET OR 5.485 METERS.
 TU1495'
 TU1495'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1495'
 TU1495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1495'4 MILES SOUTHWEST OF KAHUKU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2675 ***********************************************************************
 TU2675  DESIGNATION -  KAWELA 1881
 TU2675  PID         -  TU2675
 TU2675  STATE/COUNTY-  HI/HAWAII
 TU2675  USGS QUAD   -  KUKUIHAELE (1995)
 TU2675
 TU2675                         *CURRENT SURVEY CONTROL
 TU2675  ___________________________________________________________________
 TU2675* NAD 83(1993)-  20 05 47.09532(N)    155 30 10.01853(W)     ADJUSTED  
 TU2675* LOCAL TIDAL -       287.7    (meters)     944.     (feet)  VERT ANG  
 TU2675  ___________________________________________________________________
 TU2675  EPOCH DATE  -        1993.62
 TU2675  LAPLACE CORR-          -8.97  (seconds)                    DEFLEC99
 TU2675  GEOID HEIGHT-          20.23  (meters)                     GEOID03
 TU2675
 TU2675  HORZ ORDER  -  THIRD
 TU2675
 TU2675.The horizontal coordinates were established by classical geodetic methods
 TU2675.and adjusted by the National Geodetic Survey in December 1998..
 TU2675.The horizontal coordinates are valid at the epoch date displayed above.
 TU2675.The epoch date for horizontal control is a decimal equivalence
 TU2675.of Year/Month/Day.
 TU2675
 TU2675.The orthometric height was determined by vertical angle observations.
 TU2675
 TU2675.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2675
 TU2675.The geoid height was determined by GEOID03.
 TU2675
 TU2675;                    North         East     Units Scale Factor Converg.
 TU2675;SPC HI 1     -   139,815.642   499,708.962   MT  0.99996667   -0 00 03.4
 TU2675;UTM  05      - 2,224,115.571   238,291.580   MT  1.00044661   -0 51 37.6
 TU2675
 TU2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2675!SPC HI 1     -   0.99995160  x   0.99996667  =   0.99991827
 TU2675!UTM  05      -   0.99995160  x   1.00044661  =   1.00039819
 TU2675
 TU2675                          SUPERSEDED SURVEY CONTROL
 TU2675
 TU2675  NAD 83(1986)-  20 05 47.08404(N)    155 30 10.01465(W) AD(       ) 3
 TU2675  OLD HI      -  20 05 58.11700(N)    155 30 20.01400(W) AD(       ) 3
 TU2675
 TU2675.Superseded values are not recommended for survey control.
 TU2675.NGS no longer adjusts projects to the OLD HI datum.
 TU2675.See file dsdata.txt to determine how the superseded data were derived.
 TU2675
 TU2675_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3829224116(NAD 83)
 TU2675
 TU2675  HISTORY     - Date     Condition        Report By
 TU2675  HISTORY     - 1881     MONUMENTED       CGS
 TU2675  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2675  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2675
 TU2675                          STATION DESCRIPTION
 TU2675
 TU2675'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2675'THE ORIGINAL CIRCULAR CONCRETE BLOCK WAS FOUND AS DESCRIBED IN
 TU2675'H.T.S. RECORDS.  AN OLD U.S.G.S. DISK IS CEMENTED IN THE MIDDLE OF
 TU2675'THE CONCRETE BLOCK BUT NO RECORDS ARE AVAILABLE TO INDICATE THE
 TU2675'DATE OF THE DISK.
 TU2675'
 TU2675'A CEMENTED CAIRN OF ROCKS ABOUT FOUR FEET IN DIAMETER AND THREE
 TU2675'FEET HIGH SURROUNDS THE CONCRETE MONUMENT.
 TU2675'
 TU2675'THE STATION IS LOCATED IN THE NORTHERN PART OF HAWAII ABOUT 2.5
 TU2675'MILES WEST OF HONOKAA VILLAGE AND ABOUT 1.2 MILES INWARD FROM THE
 TU2675'SEA.
 TU2675'
 TU2675'TO REACH THE STATION PROCEED WESTERLY ALONG THE ROAD FROM HONOKAA
 TU2675'VILLAGE TO WAIPIO VALLEY A DISTANCE OF ABOUT 2.5 MILES.  TURN RIGHT
 TU2675'AND PROCEED DOWN THE KAWELA CAMP ROAD A DISTANCE OF 0.3 MILE TO THE
 TU2675'LOWER HAMAKUA DITCH.  GO WEST 200 FEET ALONG THE DITCH AND DOWN
 TU2675'ABOUT 100 FEET TO THE STATION WHICH IS LOCATED ON A PROMINENT
 TU2675'RISE THAT OVERLOOKS THE SEACOAST.
 TU2675
 TU2675                          STATION RECOVERY (1966)
 TU2675
 TU2675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2675'STATION WAS FOUND DESTROYED.  A TRIANGULAR BLOCK OF CONCRETE,
 TU2675'3 FEET ON EACH SIDE, WITH AN UNSTAMPED U.S. GEOLOGICAL SURVEY DISK
 TU2675'IN AN 8-INCH-DIAMETER CONCRETE BLOCK PROJECTING FROM THE CENTER OF
 TU2675'IT, WAS FOUND LAYING ON TOP OF THE GROUND ON ITS SIDE, APPARENTLY
 TU2675'PUSHED OUT BY MACHINERY.  REMAINS OF THE CEMENTED CAIRN ARE
 TU2675'LAYING IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1773 ***********************************************************************
 TU1773  DESIGNATION -  KAWELIKOA RESET
 TU1773  PID         -  TU1773
 TU1773  STATE/COUNTY-  HI/KAUAI
 TU1773  USGS QUAD   -  LIHUE (1996)
 TU1773
 TU1773                         *CURRENT SURVEY CONTROL
 TU1773  ___________________________________________________________________
 TU1773* NAD 83(1993)-  21 54 14.59537(N)    159 23 27.02845(W)     ADJUSTED  
 TU1773* LOCAL TIDAL -       211.0    (meters)     692.     (feet)  VERT ANG  
 TU1773  ___________________________________________________________________
 TU1773  EPOCH DATE  -        1993.62
 TU1773  LAPLACE CORR-          -8.66  (seconds)                    DEFLEC99
 TU1773  GEOID HEIGHT-          14.97  (meters)                     GEOID03
 TU1773
 TU1773  HORZ ORDER  -  THIRD
 TU1773
 TU1773.The horizontal coordinates were established by classical geodetic methods
 TU1773.and adjusted by the National Geodetic Survey in December 1998..
 TU1773.The horizontal coordinates are valid at the epoch date displayed above.
 TU1773.The epoch date for horizontal control is a decimal equivalence
 TU1773.of Year/Month/Day.
 TU1773
 TU1773.The orthometric height was determined by vertical angle observations.
 TU1773
 TU1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1773
 TU1773.The geoid height was determined by GEOID03.
 TU1773
 TU1773;                    North         East     Units Scale Factor Converg.
 TU1773;SPC HI 4     -     7,834.754   511,279.427   MT  0.99999157   +0 02 26.6
 TU1773;UTM  04      - 2,422,258.539   459,629.729   MT  0.99962014   -0 08 44.9
 TU1773
 TU1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1773!SPC HI 4     -   0.99996449  x   0.99999157  =   0.99995606
 TU1773!UTM  04      -   0.99996449  x   0.99962014  =   0.99958464
 TU1773
 TU1773:                Primary Azimuth Mark                     Grid Az
 TU1773:SPC HI 4     -  KAI 1910                                 020 32 32.3
 TU1773:UTM  04      -  KAI 1910                                 020 43 43.8
 TU1773
 TU1773|---------------------------------------------------------------------|
 TU1773| PID    Reference Object                     Distance      Geod. Az  |
 TU1773|                                                           dddmmss.s |
 TU1773| TU1771 KAI 1910                            APPROX. 3.0 KM 0203458.9 |
 TU1773| TU1772 C                                   APPROX. 1.6 KM 0301412.1 |
 TU1773| TU1769 B                                   APPROX. 2.9 KM 0332752.1 |
 TU1773| CJ8693 KAWELIKOA RM 1                        4.052 METERS 08927     |
 TU1773| CJ8694 KAWELIKOA RM 2                       13.400 METERS 10336     |
 TU1773| TU1787 KOA                                  69.135 METERS 12544     |
 TU1773| TU1776 AL                                  APPROX. 4.0 KM 2321618.5 |
 TU1773| TU1765 MAKAHUENA POINT LIGHT               APPROX. 6.8 KM 2353411.8 |
 TU1773| CJ8695 KAWELIKOA RM 3                        7.173 METERS 24400     |
 TU1773|---------------------------------------------------------------------|
 TU1773
 TU1773                          SUPERSEDED SURVEY CONTROL
 TU1773
 TU1773  NAD 83(1986)-  21 54 14.58212(N)    159 23 27.07263(W) AD(       ) 3
 TU1773  OLD HI      -  21 54 25.88400(N)    159 23 37.12200(W) AD(       ) 3
 TU1773
 TU1773.Superseded values are not recommended for survey control.
 TU1773.NGS no longer adjusts projects to the OLD HI datum.
 TU1773.See file dsdata.txt to determine how the superseded data were derived.
 TU1773
 TU1773_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5963022259(NAD 83)
 TU1773
 TU1773  HISTORY     - Date     Condition        Report By
 TU1773  HISTORY     - 1927     MONUMENTED       CGS
 TU1773  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1773  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1773
 TU1773                          STATION DESCRIPTION
 TU1773
 TU1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1773'ON THE SOUTHEAST COAST OF KAUAI, AT THE MIDDLE OF THE HIGHEST
 TU1773'AND MAUKA (LANDWARD) OF THE TWO PEAKS OF THE ROCKY PROMONTORY
 TU1773'SOUTH OF THE LAND OF KIPU KAI KNOWN AS LAE KAWELIKOA.  THE
 TU1773'POINT IS QUITE BARE AND WELL DEFINED.  THE MARK, PUT IN BY THE
 TU1773'HAWAIIAN GOVERNMENT SURVEY, CONSISTS OF A CROSS CUT IN THE TOP OF
 TU1773'A STONE 3 BY 6 BY 18 INCHES IN SIZE (APPROXIMATELY) WHICH WAS
 TU1773'SET IN THE GROUND LIKE A POST.  IN 1910 THE UPPER PART OF THIS
 TU1773'STONE WAS DISTURBED AND BROKEN, BUT WAS REPAIRED AND RESET, IT
 TU1773'IS BELIEVED, WITHIN 1 INCH OF ITS ORIGINAL POSITION.
 TU1773'REFERENCE MARKS WERE CROSSES CUT IN ROCKS.  NO. 1 IS 10
 TU1773'FEET FROM THE STATION IN AZIMUTH 64 DEG 44 MIN.  NO. 2
 TU1773'DISTANT 15 FEET IN AZIMUTH 270 DEG 21 MIN.  IN 1927
 TU1773'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  A STANDARD
 TU1773'DISK STATION MARK WAS SET IN THE OLD STATION MARK, AND
 TU1773'STANDARD REFERENCE DISK ADDED TO OLD REFERENCE MARKS.
 TU1773
 TU1773                          STATION RECOVERY (1965)
 TU1773
 TU1773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1773'STATION MARK AND THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 TU1773'CONDITION, HOWEVER ONLY TWO REFERENCE MARKS WERE MENTIONED IN
 TU1773'ORIGINAL DESCRIPTION.  THE PUBLISHED DISTANCE AND AZIMUTH TO THE
 TU1773'TWO REFERENCE MARKS WERE FOUND TO BE GREATLY IN ERROR.  A
 TU1773'COMPLETE DESCRIPTION FOLLOWS--
 TU1773'
 TU1773'STATION IS LOCATED ON THE SOUTHEAST COAST OF KAUAI, ABOUT 5
 TU1773'MILES SOUTH-SOUTHWEST OF LIHUE AND 1/4-MILE WEST OF KAWELIKOA
 TU1773'POINT, ON A PROMINENT HILL OF ABOUT 691 FEET ELEVATION ON THE
 TU1773'RIDGE RUNNING DOWN TO SOUTHEAST FROM PUU PIHAKAPU, AND IMMEDIATELY
 TU1773'ABOVE THE COVE AND LONG, SAND BEACH TO NORTH.
 TU1773'
 TU1773'TO REACH STATION FROM THE POST OFFICE IN PUHI, GO WEST ON
 TU1773'STATE HIGHWAY 50 FOR 1.2 MILES.  TURN LEFT AND FOLLOW KIPU ROAD,
 TU1773'A PAVED ROAD, FOR 1.5 MILES TO CROSSROAD.  CONTINUE AHEAD
 TU1773'BETWEEN TWO ROWS OF LARGE NORFOLK PINES FOR 0.7 MILE TO END OF
 TU1773'TREES.  TURN LEFT AND GO EAST UP LANE THROUGH CATTLE RANCH FOR
 TU1773'1.2 MILES TO FORK.  TAKE RIGHT FORK AND GO 2.3 MILES, GOING
 TU1773'UP OVER MOUNTAIN PASS, TO RANCH BUILDINGS.  FROM GATE IN FRONT
 TU1773'OF HOUSES GO SOUTHERLY FOR 0.25 MILE TO GATE.  PASS THROUGH
 TU1773'GATE AND GO 0.05 MILE, TURN LEFT AND GO ALONG LANE FOR 0.1
 TU1773'MILE.  TURN RIGHT, UP LANE, AND GO 0.5 MILE TO END OF LANE.
 TU1773'TURN LEFT AND GO SOUTHEAST ALONG RIGHT SIDE OF FENCE FOR 0.1
 TU1773'MILE TO END OF TRUCK TRAVEL AT FENCE CORNER.  PACK SOUTHEAST UP
 TU1773'HILL TO STATION.  A 45-MINUTE PACK.  NOTE-- A
 TU1773'4-WHEEL-DRIVE VEHICLE IS NEEDED FOR THE MOUNTAIN PASS
 TU1773'ROAD.
 TU1773'
 TU1773'STATION MARK IS A STANDARD DISK STAMPED KAWELIKOA 1927, CEMENTED
 TU1773'IN A DRILL HOLE IN ROCK OUTCROP PROJECTING 1 INCH, ON HIGHEST
 TU1773'POINT OF HILL.
 TU1773'
 TU1773'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1927,
 TU1773'CEMENTED IN A DRILL HOLE IN A ROUNDED LAVA ROCK OUTCROP THAT
 TU1773'PROJECTS 8 INCHES.  IT IS 6 INCHES LOWER THAN STATION MARK.
 TU1773'
 TU1773'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 2 1927,
 TU1773'CEMENTED IN A DRILL HOLE IN THE SOLID BEDROCK OF THE RIDGE LINE,
 TU1773'7.6 FEET LOWER THAN STATION MARK.
 TU1773'
 TU1773'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED 3 1927,
 TU1773'CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE COMPOSED OF SQUARE
 TU1773'SECTION OF ROCK.  IT IS 6 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2634 ***********************************************************************
 TU2634  DESIGNATION -  KE AHOLE AIRPORT AERO BEACON
 TU2634  PID         -  TU2634
 TU2634  STATE/COUNTY-  HI/HAWAII
 TU2634  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2634
 TU2634                         *CURRENT SURVEY CONTROL
 TU2634  ___________________________________________________________________
 TU2634* NAD 83(1993)-  19 44 02.30657(N)    156 02 28.80111(W)     ADJUSTED  
 TU2634* LOCAL TIDAL -                                                        
 TU2634  ___________________________________________________________________
 TU2634  EPOCH DATE  -        1993.62
 TU2634  LAPLACE CORR-          21.69  (seconds)                    DEFLEC99
 TU2634  GEOID HEIGHT-          17.89  (meters)                     GEOID03
 TU2634
 TU2634  HORZ ORDER  -  THIRD
 TU2634
 TU2634.This mark is at Keahole Airport  (KOA)
 TU2634
 TU2634.The horizontal coordinates were established by classical geodetic methods
 TU2634.and adjusted by the National Geodetic Survey in December 1998..
 TU2634.No horizontal observational check was made to the station.
 TU2634.The horizontal coordinates are valid at the epoch date displayed above.
 TU2634.The epoch date for horizontal control is a decimal equivalence
 TU2634.of Year/Month/Day.
 TU2634
 TU2634
 TU2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2634
 TU2634.The geoid height was determined by GEOID03.
 TU2634
 TU2634;                    North         East     Units Scale Factor Converg.
 TU2634;SPC HI 1     -    99,784.062   443,257.690   MT  1.00000645   -0 10 58.0
 TU2634;UTM  04      - 2,184,748.577   810,115.693   MT  1.00078890   +0 59 59.3
 TU2634;UTM  05      - 2,184,902.020   181,213.207   MT  1.00085632   -1 01 40.0
 TU2634
 TU2634                          SUPERSEDED SURVEY CONTROL
 TU2634
 TU2634  NAD 83(1986)-  19 44 02.30812(N)    156 02 28.82711(W) AD(       ) 4
 TU2634  OLD HI      -  19 44 13.24017(N)    156 02 38.85301(W) AD(       ) 3
 TU2634
 TU2634.Superseded values are not recommended for survey control.
 TU2634.NGS no longer adjusts projects to the OLD HI datum.
 TU2634.See file dsdata.txt to determine how the superseded data were derived.
 TU2634
 TU2634_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1011684749(NAD 83)
 TU2634_MARKER: 21 = AIRPORT BEACON
 TU2634
 TU2634  HISTORY     - Date     Condition        Report By
 TU2634  HISTORY     - 1971     FIRST OBSERVED   CGS
 TU2634  HISTORY     - 19940305 GOOD             NGS
 TU2634
 TU2634                          STATION DESCRIPTION
 TU2634
 TU2634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994
 TU2634'THE STATION IS 8 MILES (12.9 KM) NORTH OF KAILUA-KONA AT THE SOUTH END
 TU2634'OF THE KE-AHOLE AIRPORT TERMINAL AREA.  IT IS THE AERO BEACON ON THE
 TU2634'TOP AND CENTER OF THE CONTROL TOWER, 65 FEET (19.8 M) ABOVE GROUND
 TU2634'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1920 ***********************************************************************
 TU1920  DESIGNATION -  KEA
 TU1920  PID         -  TU1920
 TU1920  STATE/COUNTY-  HI/KAUAI
 TU1920  USGS QUAD   -  KAPAA (1996)
 TU1920
 TU1920                         *CURRENT SURVEY CONTROL
 TU1920  ___________________________________________________________________
 TU1920* NAD 83(1993)-  22 06 19.97665(N)    159 18 27.90262(W)     ADJUSTED  
 TU1920* LOCAL TIDAL -        37.0    (meters)     121.     (feet)  VERT ANG  
 TU1920  ___________________________________________________________________
 TU1920  EPOCH DATE  -        1993.62
 TU1920  LAPLACE CORR-         -14.99  (seconds)                    DEFLEC99
 TU1920  GEOID HEIGHT-          14.91  (meters)                     GEOID03
 TU1920
 TU1920  HORZ ORDER  -  THIRD
 TU1920
 TU1920.The horizontal coordinates were established by classical geodetic methods
 TU1920.and adjusted by the National Geodetic Survey in December 1998..
 TU1920.The horizontal coordinates are valid at the epoch date displayed above.
 TU1920.The epoch date for horizontal control is a decimal equivalence
 TU1920.of Year/Month/Day.
 TU1920
 TU1920.The orthometric height was determined by vertical angle observations.
 TU1920
 TU1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1920
 TU1920.The geoid height was determined by GEOID03.
 TU1920
 TU1920;                    North         East     Units Scale Factor Converg.
 TU1920;SPC HI 4     -    30,154.634   519,837.177   MT  0.99999486   +0 04 20.4
 TU1920;UTM  04      - 2,444,541.916   468,257.161   MT  0.99961245   -0 06 56.9
 TU1920
 TU1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1920!SPC HI 4     -   0.99999184  x   0.99999486  =   0.99998670
 TU1920!UTM  04      -   0.99999184  x   0.99961245  =   0.99960429
 TU1920
 TU1920|---------------------------------------------------------------------|
 TU1920| PID    Reference Object                     Distance      Geod. Az  |
 TU1920|                                                           dddmmss.s |
 TU1920| CJ8696 KEA RM 1                              6.008 METERS 12916     |
 TU1920| TU1916 KEALIA GRAY CHIMNEY                 APPROX. 0.7 KM 1765048.4 |
 TU1920| TU1917 KEALIA BLACK CHIMNEY                APPROX. 0.7 KM 1782350.5 |
 TU1920| TU1919 KEALIA CHURCH SPIRE                 APPROX. 1.6 KM 1793207.3 |
 TU1920| CJ8697 KEA RM 2                              1.426 METERS 20657     |
 TU1920|---------------------------------------------------------------------|
 TU1920
 TU1920                          SUPERSEDED SURVEY CONTROL
 TU1920
 TU1920  NAD 83(1986)-  22 06 19.94462(N)    159 18 27.96117(W) AD(       ) 3
 TU1920  OLD HI      -  22 06 31.29800(N)    159 18 38.03800(W) AD(       ) 3
 TU1920
 TU1920.Superseded values are not recommended for survey control.
 TU1920.NGS no longer adjusts projects to the OLD HI datum.
 TU1920.See file dsdata.txt to determine how the superseded data were derived.
 TU1920
 TU1920_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6825744542(NAD 83)
 TU1920_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1920_SETTING: 80 = SET IN A BOULDER
 TU1920_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1920
 TU1920  HISTORY     - Date     Condition        Report By
 TU1920  HISTORY     - 1927     MONUMENTED       CGS
 TU1920  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1920  HISTORY     - 1983     GOOD             USPSQD
 TU1920  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 TU1920  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU1920
 TU1920                          STATION DESCRIPTION
 TU1920
 TU1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1920'NEAR EASTERN COAST OF KAUAI, SEVERAL METERS WEST OF THE TOWN
 TU1920'LIMITS OF KEALIA, AND 2 METERS SOUTH OF THE MACADAM ROAD BETWEEN
 TU1920'KEALIA AND HALAULA.  MARKED ACCORDING TO NOTE 4, A STANDARD DISK
 TU1920'IN BOWLDER.  A REFERENCE MARK, NOTE 12C, STANDARD REFERENCE DISK
 TU1920'IN BOWLDER, IS 6.022 METERS (19.76 FEET) FROM STATION IN AZIMUTH
 TU1920'309 DEG 11 MIN.
 TU1920
 TU1920                          STATION RECOVERY (1965)
 TU1920
 TU1920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1920'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 TU1920'CONDITION.  A NEW REFERENCE MARK, NUMBER 2, WAS ESTABLISHED. A
 TU1920'COMPLETE DESCRIPTION FOLLOWS--
 TU1920'
 TU1920'STATION IS LOCATED ABOUT 1/2-MILE NORTH OF THE KEALIA POST OFFICE,
 TU1920'ON ROAD RIGHT-OF-WAY ALONG SOUTHWEST SIDE OF OLD PAVED ROAD, 140
 TU1920'FEET NORTHWEST OF A ROAD FORK.
 TU1920'
 TU1920'TO REACH STATION FROM THE POST OFFICE IN KEALIA, GO NORTHERLY
 TU1920'ON OLD PAVED ROAD UPGRADE FOR 0.5 MILE TO FORK AT TOP OF
 TU1920'GRADE.  GO 140 FEET ON LEFT FORK TO STATION ON LEFT.
 TU1920'
 TU1920'STATION MARK IS A STANDARD DISK STAMPED KEA 1927, CEMENTED IN
 TU1920'A DRILL HOLE IN THE TOP OF A 3 X 6-FOOT, RED BOULDER THAT
 TU1920'PROJECTS 18 INCHES ABOVE GROUND.  IT IS 140 FEET NORTHWEST OF
 TU1920'ROAD FORK INTERSECTION, 70 FEET WEST-NORTHWEST OF DRIVEWAY TO
 TU1920'HOME ACROSS ROAD FROM STATION, 102.5 FEET WEST-NORTHWEST OF A
 TU1920'POWER-LINE GUYWIRE POLE THAT SETS IN ROAD FORK BY A STOP SIGN,
 TU1920'16.5 FEET SOUTHWEST OF CENTER LINE OF ROAD AND 1 FOOT NORTHEAST
 TU1920'OF FENCE LINE.  STATION IS HIDDEN BY KOA BRUSH WHICH GROWS
 TU1920'VERY DENSELY ALONG ENTIRE RIGHT-OF-WAY.
 TU1920'
 TU1920'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEA R 1 1927,
 TU1920'CEMENTED IN A DRILL HOLE IN A 12-INCH, BLACK ROCK PROJECTING 2
 TU1920'INCHES ABOVE GROUND.  IT IS ON ROAD RIGHT-OF-WAY, 15 FEET
 TU1920'SOUTHWEST OF CENTER LINE OF ROAD, 2-1/2 FEET NORTHEAST OF FENCE
 TU1920'LINE AND 1 FOOT LOWER THAN STATION MARK.
 TU1920'
 TU1920'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEA 1927
 TU1920'NO 2 1965, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER PROJECTING
 TU1920'1 FOOT ABOVE GROUND.  IT IS IN BRUSH-FILLED PASTURE, 3.5 FEET
 TU1920'SOUTHWEST OF FENCE LINE AND 1-1/2 FEET LOWER THAN STATION MARK.
 TU1920
 TU1920                          STATION RECOVERY (1983)
 TU1920
 TU1920'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1920'KEA 1927 RECOVERED GOOD ALL RECOVERED AS DESCRIBED BY DMW 1965.
 TU1920'
 TU1920'KEA R 1 1927 RECOVERED GOOD.
 TU1920'
 TU1920'KEA 1927 NO 2 1965 RECOVERED GOOD.
 TU1920
 TU1920                          STATION RECOVERY (1997)
 TU1920
 TU1920'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1920'MARK NOT FOUND.
 TU1920
 TU1920                          STATION RECOVERY (1998)
 TU1920
 TU1920'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2316 ***********************************************************************
 TU2316  DESIGNATION -  KEA 1977
 TU2316  PID         -  TU2316
 TU2316  STATE/COUNTY-  HI/HAWAII
 TU2316  USGS QUAD   -  MAUNA KEA (1982)
 TU2316
 TU2316                         *CURRENT SURVEY CONTROL
 TU2316  ___________________________________________________________________
 TU2316* NAD 83(1993)-  19 49 22.10360(N)    155 28 08.71130(W)     ADJUSTED  
 TU2316* LOCAL TIDAL -      4201.2    (meters)   13783.     (feet)  VERT ANG  
 TU2316  ___________________________________________________________________
 TU2316  EPOCH DATE  -        1993.62
 TU2316  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 TU2316  GEOID HEIGHT-          26.32  (meters)                     GEOID03
 TU2316
 TU2316  HORZ ORDER  -  SECOND
 TU2316
 TU2316.The horizontal coordinates were established by classical geodetic methods
 TU2316.and adjusted by the National Geodetic Survey in December 1998..
 TU2316.The horizontal coordinates are valid at the epoch date displayed above.
 TU2316.The epoch date for horizontal control is a decimal equivalence
 TU2316.of Year/Month/Day.
 TU2316
 TU2316.The orthometric height was determined by vertical angle observations.
 TU2316
 TU2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2316
 TU2316.The geoid height was determined by GEOID03.
 TU2316
 TU2316;                    North         East     Units Scale Factor Converg.
 TU2316;SPC HI 1     -   109,527.414   503,238.507   MT  0.99996680   +0 00 37.7
 TU2316;UTM  05      - 2,193,763.849   241,370.814   MT  1.00042684   -0 50 16.0
 TU2316
 TU2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2316!SPC HI 1     -   0.99933591  x   0.99996680  =   0.99930273
 TU2316!UTM  05      -   0.99933591  x   1.00042684  =   0.99976246
 TU2316
 TU2316:                Primary Azimuth Mark                     Grid Az
 TU2316:SPC HI 1     -  RED HILL HGS 1877                        060 23 55.8
 TU2316:UTM  05      -  RED HILL HGS 1877                        061 14 49.5
 TU2316
 TU2316|---------------------------------------------------------------------|
 TU2316| PID    Reference Object                     Distance      Geod. Az  |
 TU2316|                                                           dddmmss.s |
 TU2316| TU2304 RED HILL HGS 1877                   APPROX. 5.8 KM 0602433.5 |
 TU2316| TU2298 KALOALOA RESET                      APPROX.14.2 KM 0940324.8 |
 TU2316| TU2314 SUMMIT USGS 1977                    260.142 METERS 15545     |
 TU2316| TU2315 RM T 1977                            23.524 METERS 26415     |
 TU2316| TU2317 KEA RM A 1977                        22.565 METERS 34831     |
 TU2316|---------------------------------------------------------------------|
 TU2316
 TU2316                          SUPERSEDED SURVEY CONTROL
 TU2316
 TU2316  NAD 83(1986)-  19 49 22.08407(N)    155 28 08.73784(W) AD(       ) 2
 TU2316  OLD HI      -  19 49 33.04940(N)    155 28 18.73682(W) AD(       ) 2
 TU2316
 TU2316.Superseded values are not recommended for survey control.
 TU2316.NGS no longer adjusts projects to the OLD HI datum.
 TU2316.See file dsdata.txt to determine how the superseded data were derived.
 TU2316
 TU2316_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4137193764(NAD 83)
 TU2316_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2316
 TU2316  HISTORY     - Date     Condition        Report By
 TU2316  HISTORY     - 1977     MONUMENTED       NGS
 TU2316
 TU2316                          STATION DESCRIPTION
 TU2316
 TU2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2316'STATION IS LOCATED NEAR THE SUMMIT OF MAUNA KEA MOUNTAIN AND
 TU2316'ABOUT 100 FEET SOUTHEAST OF THE ENTRANCE TO THE MAUNA KEA
 TU2316'UNIVERSITY OF HAWAII OBSERVATORY.
 TU2316'
 TU2316'TO REACH THE STATION FROM THE POST OFFICE IN HILO, GO WESTERLY
 TU2316'ON STATE HIGHWAY 20 FOR 27.3 MILES TO A SURFACED ROAD RIGHT.  TURN
 TU2316'RIGHT AND GO NORTHERLY ON THE SURFACED ROAD (WHICH TURNS INTO
 TU2316'GRAVEL AT ABOUT THE 9000 FOOT LEVEL) TO THE SUMMIT, UNIVERSITY
 TU2316'OF HAWAII OBSERVATORY AND THE STATION AS DESCRIBED.
 TU2316'
 TU2316'THE STATION MARKS ARE STANDARD DISKS STAMPED KEA 1977.  THE
 TU2316'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 TU2316'GROUND SURFACE AND THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 TU2316'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 TU2316'ARE 98 FEET SOUTHEAST OF THE ENTRANCE TO THE OBSERVATORY, 98
 TU2316'FEET EAST OF THE SOUTHEAST CORNER OF THE OBSERVATORY AND 7 FEET
 TU2316'NORTHWEST OF THE SOUTHEAST EDGE OF THE HILL.  (NOTE 1B, 7A)
 TU2316'
 TU2316'REFERENCE MARK A, ARE STANDARD DISKS STAMPED KEA RM A 1977.  THE
 TU2316'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 TU2316'GROUND SURFACE AND THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 TU2316'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 TU2316'ARE 110 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 TU2316'OBSERVATORY, 62 FEET EAST OF THE ENTRANCE TO THE OBSERVATORY AND
 TU2316'23 FEET WEST OF THE EAST EDGE OF THE HILL.  (NOTE 11B, DESC.).
 TU2316'
 TU2316'REFERENCE MARK T, IS A PLAIN BRONZE DISK WITH NO STAMPING AND
 TU2316'ORGANIZATION UNKNOWN.  IT IS SET IN A SQUARE CONCRETE POST FLUSH
 TU2316'WITH THE GROUND SURFACE AND THE CONCRETE IS INSCRIBED RM T
 TU2316'1971.  IT IS 69.4 FEET SOUTH OF THE ENTRANCE TO THE OBSERVATORY,
 TU2316'22.4 FEET EAST OF THE SOUTHEAST CORNER OF THE OBSERVATORY, 2.3
 TU2316'FEET WEST OF CENTER OF A CONCRETE SIDEWALK AND 2.3 FEET NORTH OF
 TU2316'CENTER OF A CONCRETE SIDEWALK.  (NOTE DESC.)
 TU2316'
 TU2316'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2316'
 TU2316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2316'28 MILES NORTHWEST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2317 ***********************************************************************
 TU2317  DESIGNATION -  KEA RM A 1977
 TU2317  PID         -  TU2317
 TU2317  STATE/COUNTY-  HI/HAWAII
 TU2317  USGS QUAD   -  MAUNA KEA (1982)
 TU2317
 TU2317                         *CURRENT SURVEY CONTROL
 TU2317  ___________________________________________________________________
 TU2317* NAD 83(1993)-  19 49 22.82275(N)    155 28 08.86557(W)     ADJUSTED  
 TU2317* LOCAL TIDAL -      4201.4    (meters)   13784.     (feet)  VERT ANG  
 TU2317  ___________________________________________________________________
 TU2317  EPOCH DATE  -        1993.62
 TU2317  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 TU2317  GEOID HEIGHT-          26.31  (meters)                     GEOID03
 TU2317
 TU2317  HORZ ORDER  -  SECOND
 TU2317
 TU2317.The horizontal coordinates were established by classical geodetic methods
 TU2317.and adjusted by the National Geodetic Survey in December 1998..
 TU2317.The horizontal coordinates are valid at the epoch date displayed above.
 TU2317.The epoch date for horizontal control is a decimal equivalence
 TU2317.of Year/Month/Day.
 TU2317
 TU2317.The orthometric height was determined by vertical angle observations.
 TU2317
 TU2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2317
 TU2317.The geoid height was determined by GEOID03.
 TU2317
 TU2317;                    North         East     Units Scale Factor Converg.
 TU2317;SPC HI 1     -   109,549.527   503,234.014   MT  0.99996680   +0 00 37.7
 TU2317;UTM  05      - 2,193,786.036   241,366.646   MT  1.00042686   -0 50 16.0
 TU2317
 TU2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2317!SPC HI 1     -   0.99933588  x   0.99996680  =   0.99930270
 TU2317!UTM  05      -   0.99933588  x   1.00042686  =   0.99976245
 TU2317
 TU2317|---------------------------------------------------------------------|
 TU2317| PID    Reference Object                     Distance      Geod. Az  |
 TU2317|                                                           dddmmss.s |
 TU2317| TU2320 51209 1977                           82.834 METERS 00411     |
 TU2317| TU2298 KALOALOA RESET                      APPROX.14.2 KM 0940839.5 |
 TU2317| TU2316 KEA 1977                             22.565 METERS 16831     |
 TU2317| TU2315 RM T 1977                            30.932 METERS 21742     |
 TU2317| TU2323 MAUNA KEA U OF HAWAII OBS DOME       30.856 METERS 26838     |
 TU2317| TU2319 51209 RM 1 1977                      36.680 METERS 31744     |
 TU2317|---------------------------------------------------------------------|
 TU2317
 TU2317                          SUPERSEDED SURVEY CONTROL
 TU2317
 TU2317  NAD 83(1986)-  19 49 22.80350(N)    155 28 08.89213(W) AD(       ) 2
 TU2317  OLD HI      -  19 49 33.76859(N)    155 28 18.89107(W) AD(       ) 2
 TU2317
 TU2317.Superseded values are not recommended for survey control.
 TU2317.NGS no longer adjusts projects to the OLD HI datum.
 TU2317.See file dsdata.txt to determine how the superseded data were derived.
 TU2317
 TU2317_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4136793786(NAD 83)
 TU2317_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2317_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2317
 TU2317  HISTORY     - Date     Condition        Report By
 TU2317  HISTORY     - 1977     MONUMENTED       NGS
 TU2317
 TU2317                          STATION DESCRIPTION
 TU2317
 TU2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2317'STATION IS LOCATED NEAR THE SUMMIT OF MAUNA KEA MOUNTAIN AND
 TU2317'ABOUT 60 FEET WEST OF THE ENTRANCE TO THE UNIVERSITY OF HAWAII
 TU2317'OBSERVATORY.
 TU2317'
 TU2317'TO REACH THE STATION FROM THE POST OFFICE IN HILO, GO WESTERLY
 TU2317'ON STATE HIGHWAY 20 FOR 27.3 MILES TO PAVED SIDE ROAD
 TU2317'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE PAVED ROAD (WHICH
 TU2317'TURNS INTO GRAVEL AT ABOUT THE 9000 FOOT LEVEL) TO THE SUMMIT,
 TU2317'UNIVERSITY OF HAWAII OBSERVATORY AND THE STATION AS DESCRIBED.
 TU2317'
 TU2317'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 TU2317'KEA RM A 1977.  THE SURFACE DISK IS SET IN A ROUND CONCRETE POST
 TU2317'FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND DISK IS SET IN
 TU2317'AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND
 TU2317'SURFACE.  THEY ARE 110 FEET NORTHEAST OF THE SOUTHEAST CORNER
 TU2317'OF THE OBSERVATORY, 62 FEET EAST OF THE ENTRANCE TO THE
 TU2317'OBSERVATORY AND 23 FEET WEST OF THE EAST EDGE OF THE HILL.
 TU2317'(NOTE 11B, DESC.)
 TU2317'
 TU2317'KEA, STAMPED KEA 1977, ARE STANDARD STATION MARK DISKS.  THE
 TU2317'SURFACE DISK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 TU2317'GROUND SURFACE AND THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 TU2317'MASS OF CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY
 TU2317'ARE 98 FEET SOUTHEAST OF THE ENTRANCE TO THE OBSERVATORY, 98
 TU2317'FEET EAST OF THE SOUTHEAST CORNER OF THE OBSERVATORY AND 7 FEET
 TU2317'NORTHWEST OF THE SOUTHEAST EDGE OF THE HILL.  (NOTE 1B, 7A)
 TU2317'
 TU2317'REFERENCE MARK T, IS A PLAIN BRONZE DISK WITH NO STAMPING AND
 TU2317'ORGANIZATION UNKNOWN.  IT IS SET IN A 6-INCH SQUARE CONCRETE POST
 TU2317'FLUSH WITH THE GROUND SURFACE AND THE CONCRETE IS INSCRIBED RM T
 TU2317'1971.  IT IS 69.4 FEET SOUTH OF THE ENTRANCE TO THE OBSERVATORY,
 TU2317'2.3 FEET WEST OF CENTER OF A CONCRETE SIDEWALK AND 2.3 FEET
 TU2317'NORTH OF CENTER OF A CONCRETE SIDEWALK.  (NOTE DESC.)
 TU2317'
 TU2317'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2317'
 TU2317'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2317'28 MILES NORTHWEST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2269 ***********************************************************************
 TU2269  DESIGNATION -  KEAAU
 TU2269  PID         -  TU2269
 TU2269  STATE/COUNTY-  HI/HAWAII
 TU2269  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU2269
 TU2269                         *CURRENT SURVEY CONTROL
 TU2269  ___________________________________________________________________
 TU2269* NAD 83(1993)-  19 36 37.82960(N)    155 02 59.11177(W)     ADJUSTED  
 TU2269* LOCAL TIDAL -       184.38   (meters)     604.9    (feet)  LEVELING  
 TU2269  ___________________________________________________________________
 TU2269  EPOCH DATE  -        1993.62
 TU2269  LAPLACE CORR-         -17.40  (seconds)                    DEFLEC99
 TU2269  GEOID HEIGHT-          18.11  (meters)                     GEOID03
 TU2269
 TU2269  HORZ ORDER  -  FIRST
 TU2269  VERT ORDER  -  THIRD ?
 TU2269
 TU2269.The horizontal coordinates were established by classical geodetic methods
 TU2269.and adjusted by the National Geodetic Survey in December 1998..
 TU2269.The horizontal coordinates are valid at the epoch date displayed above.
 TU2269.The epoch date for horizontal control is a decimal equivalence
 TU2269.of Year/Month/Day.
 TU2269
 TU2269.The orthometric height was determined by differential leveling.
 TU2269.The vertical network tie was performed by a horz. field party for horz.
 TU2269.obs reductions. Reset procedures were used to establish the elevation.
 TU2269
 TU2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2269
 TU2269.The geoid height was determined by GEOID03.
 TU2269
 TU2269;                    North         East     Units Scale Factor Converg.
 TU2269;SPC HI 1     -    86,088.597   547,230.617   MT  0.99999423   +0 09 04.0
 TU2269;UTM  05      - 2,169,672.058   285,026.890   MT  1.00017125   -0 41 17.6
 TU2269
 TU2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2269!SPC HI 1     -   0.99996817  x   0.99999423  =   0.99996240
 TU2269!UTM  05      -   0.99996817  x   1.00017125  =   1.00013942
 TU2269
 TU2269:                Primary Azimuth Mark                     Grid Az
 TU2269:SPC HI 1     -  OLAA SUGAR CO WATER TANK                 038 38 33.0
 TU2269:UTM  05      -  OLAA SUGAR CO WATER TANK                 039 28 54.6
 TU2269
 TU2269|---------------------------------------------------------------------|
 TU2269| PID    Reference Object                     Distance      Geod. Az  |
 TU2269|                                                           dddmmss.s |
 TU2269| TU2189 OLAA SUGAR CO WATER TANK            APPROX. 2.9 KM 0384737.0 |
 TU2269| CN5406 KEAAU RM 1                            4.686 METERS 04051     |
 TU2269| TU2230 OLAA SUGAR CO STACK                 APPROX. 3.0 KM 0405339.1 |
 TU2269| CN5407 KEAAU RM 2                            5.755 METERS 29735     |
 TU2269| CN5408 KEAAU RM 3                            5.683 METERS 29754     |
 TU2269|---------------------------------------------------------------------|
 TU2269
 TU2269                          SUPERSEDED SURVEY CONTROL
 TU2269
 TU2269  NAD 83(1986)-  19 36 37.79529(N)    155 02 59.13948(W) AD(       ) 1
 TU2269  OLD HI      -  19 36 48.71200(N)    155 03 09.11100(W) AD(       ) 1
 TU2269
 TU2269.Superseded values are not recommended for survey control.
 TU2269.NGS no longer adjusts projects to the OLD HI datum.
 TU2269.See file dsdata.txt to determine how the superseded data were derived.
 TU2269
 TU2269_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8502769672(NAD 83)
 TU2269_MARKER: Z = SEE DESCRIPTION
 TU2269_SETTING: 0 = UNSPECIFIED SETTING
 TU2269
 TU2269  HISTORY     - Date     Condition        Report By
 TU2269  HISTORY     - 1949     MONUMENTED       CGS
 TU2269  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2269  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2269  HISTORY     - 20051010 MARK NOT FOUND   USPSQD
 TU2269
 TU2269                          STATION DESCRIPTION
 TU2269
 TU2269'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2269'THE STATION IS LOCATED ON THE SUMMIT OF A LOW GRASSY KNOLL WHICH
 TU2269'LIES ABOUT 1.0 MILES SOUTHWEST OF THE VILLAGE OF OLAA, ABOUT
 TU2269'0.2 MILE NORTH OF THE OLAA HOSPITAL AND 0.1 MILE WEST OF THE
 TU2269'ROAD WHICH RUNS BETWEEN OLAA AND THE HAWAIIAN NATIONAL
 TU2269'PARK.  SEVERAL SMALL KNOLLS OF EQUAL HEIGHT LIE ABOUT 0.1 MILE
 TU2269'SOUTH OF THE STATION HILL.
 TU2269'
 TU2269'TO REACH FROM THE HONGWANJI CHURCH IN THE VILLAGE OF OLAA.  GO
 TU2269'WEST, ON THE ROAD WHICH LEADS TOWARD THE HAWAIIAN NATIONAL PARK,
 TU2269'FOR 1.15 MILES.  TURN RIGHT, ONTO A GRAVELED ROAD, AND GO
 TU2269'WESTERLY FOR 0.1 MILE TO THE SUMMIT OF A LOW KNOLL AND THE
 TU2269'STATION.
 TU2269'
 TU2269'THE STATION IS A STANDARD DISK, STAMPED KEAAU 1949, SET IN THE
 TU2269'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 TU2269'
 TU2269'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEAAU NO 1
 TU2269'1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TU2269'6 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2269'
 TU2269'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEAAU NO 2
 TU2269'1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TU2269'ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2269
 TU2269                          STATION RECOVERY (1966)
 TU2269
 TU2269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2269'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2269'COMPLETE DESCRIPTION FOLLOWS--
 TU2269'
 TU2269'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF OLAA AND 1 MILE
 TU2269'NORTHEAST OF KURTISTOWN, ALONG THE NORTHWEST SIDE OF STATE HIGHWAY
 TU2269'11, ON THE SUMMIT OF A LOW, ROUNDED, BRUSH-COVERED HILL OF ABOUT
 TU2269'605 FEET ELEVATION WHICH HAS A TALL, WOODEN ANTENNA POLE AND
 TU2269'SMALL GREEN HOUSE ON IT.
 TU2269'
 TU2269'TO REACH STATION FROM THE POST OFFICE IN OLAA, GO NORTHEAST ON
 TU2269'THE MAIN STREET FOR 0.1 MILE TO CROSSROAD.  TURN LEFT AND GO 0.1
 TU2269'MILE TO STATE HIGHWAY 11.  TURN LEFT AND GO SOUTHWEST ON THE
 TU2269'HIGHWAY FOR 1.1 MILES TO GRAVELED SIDE ROAD RIGHT, AT TELEPHONE
 TU2269'POLE 123.  TURN RIGHT AND GO 0.2 MILE.  TURN SHARP RIGHT AND GO
 TU2269'0.05 MILE ON TRACK ROAD TO SUMMIT OF HILL AND STATION.
 TU2269'
 TU2269'STATION MARK IS A STANDARD DISK STAMPED KEAAU 1949, SET IN THE
 TU2269'TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 TU2269'ABOVE GROUND.  IT IS 13.5 FEET EAST-NORTHEAST OF THE ANTENNA POLE
 TU2269'AND 18.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SMALL
 TU2269'HOUSE.
 TU2269'
 TU2269'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEAAU NO 1
 TU2269'1949 SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU2269'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 27.5 FEET NORTHEAST OF THE
 TU2269'ANTENNA POLE AND 0.31 FEET LOWER THAN STATION MARK.
 TU2269'
 TU2269'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAAU NO 2
 TU2269'1949 SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU2269'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 11.4 FEET NORTH OF THE
 TU2269'ANTENNA POLE, 19.0 FEET NORTH-NORTHEAST OF THE DOOR OF THE HOUSE
 TU2269'AND ABOUT 6 INCHES LOWER THAN STATION MARK.
 TU2269'
 TU2269'DISTANCE BETWEEN REFERENCE MARKS IS 27.0 FEET.
 TU2269'
 TU2269'NOTE--ALL MARKS ARE USUALLY HIDDEN BY TALL, DENSE GRASS.
 TU2269
 TU2269                          STATION RECOVERY (1977)
 TU2269
 TU2269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2269'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 TU2269'CONDITION.  REFERENCE MARK 2 WAS FOUND LYING ON ITS SIDE.  IT
 TU2269'WAS RESET IN ITS ORIGINAL CEMENT AND RESTAMPED.  THE DISTANCE
 TU2269'TO REFERENCE MARK 1 WAS FOUND LONGER BY 0.004 METER AND THE
 TU2269'DIRECTION WAS FOUND SMALLER BY 58 SECONDS.  A COMPLETE NEW
 TU2269'DESCRIPTION FOLLOWS.
 TU2269'
 TU2269'THE STATION IS ABOUT 1 MILE SOUTHWEST OF KEAAU, 1 MILE NORTHEAST
 TU2269'OF KURTISTOWN, ALONG THE NORTHWEST SIDE OF STATE HIGHWAY 11, ON
 TU2269'A SMALL KNOLL THAT IS SURROUNDED BY SUGAR CANE AND HAS A SMALL
 TU2269'BUILDING AND A WOODEN ANTENNA POLE ON TOP OF IT AND ON PROPERTY
 TU2269'OWNED BY THE W.H. SHIPMAN CORPORATION.
 TU2269'
 TU2269'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND
 TU2269'13 IN KEAAU, GO SOUTHWEST ON HIGHWAY 11 FOR 1.05 MILES TO A FIELD
 TU2269'ROAD LEFT AND RIGHT.  TURN RIGHT AND GO WEST ON THE FIELD ROAD
 TU2269'FOR 0.15 MILE TO A REVERSE FORK JUST BEFORE REACHING A
 TU2269'T-JUNCTION.  TURN SHARP RIGHT AND GO EAST-NORTHEAST UPHILL FOR
 TU2269'0.1 MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 TU2269'
 TU2269'STATION MARK, STAMPED KEAAU 1949, IS A C AND GS DISK SET IN A
 TU2269'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 TU2269'GROUND SURFACE.  IT IS 18.5 FEET NORTHEAST OF THE NORTHEAST
 TU2269'CORNER OF A SMALL BUILDING AND 13.5 FEET EAST-NORTHEAST OF A
 TU2269'WOODEN ANTENNA POLE.  THE 1949 DESCRIPTION DOES NOT MENTION AN
 TU2269'UNDERGROUND MARK.  (NOTE 1A)
 TU2269'
 TU2269'REFERENCE MARK 1, STAMPED KEAAU NO 1 1949, IS A C AND GS DISK
 TU2269'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 TU2269'ABOVE THE GROUND SURFACE.  IT IS 27 FEET NORTHEAST OF THE ANTENNA
 TU2269'POLE, 23.5 FEET EAST OF A GUY WIRE ANCHOR AND ABOUT 2 INCHES LOWER
 TU2269'THAN THE STATION.  (NOTE 11A)
 TU2269'
 TU2269'REFERENCE MARK 3, STAMPED KEAAU NO 3 1949 1977, IS A C AND GS
 TU2269'DISK SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5
 TU2269'INCHES ABOVE THE GROUND SURFACE.  IT IS 11.5 FEET NORTHWEST OF
 TU2269'THE ANTENNA POLE, 11.5 FEET SOUTH-SOUTHWEST OF A GUY WIRE ANCHOR
 TU2269'AND ABOUT 6 INCHES LOWER THAN THE STATION.  (NOTE 11A)
 TU2269'
 TU2269'HEIGHT OF LIGHT ABOVE STATION MARK 6 FEET.
 TU2269'
 TU2269'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2269'1 MILE SOUTHWEST OF KEAAU.
 TU2269
 TU2269                          STATION RECOVERY (2005)
 TU2269
 TU2269'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU2269'ENTRANCE TO KAMAEHAMA HIGH SCHOOL ALL RELANDSCAPED COULD NOT FIND BY
 TU2269'LAT/LON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1717 ***********************************************************************
 TU1717  DESIGNATION -  KEAAU 1875
 TU1717  PID         -  TU1717
 TU1717  STATE/COUNTY-  HI/HONOLULU
 TU1717  USGS QUAD   -  WAIANAE (1983)
 TU1717
 TU1717                         *CURRENT SURVEY CONTROL
 TU1717  ___________________________________________________________________
 TU1717* NAD 83(1993)-  21 29 24.84356(N)    158 12 29.12779(W)     ADJUSTED  
 TU1717* LOCAL TIDAL -       691.     (meters)    2267.     (feet)  SCALED    
 TU1717  ___________________________________________________________________
 TU1717  EPOCH DATE  -        1993.62
 TU1717  LAPLACE CORR-           8.58  (seconds)                    DEFLEC99
 TU1717  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1717
 TU1717  HORZ ORDER  -  SECOND
 TU1717
 TU1717.The horizontal coordinates were established by classical geodetic methods
 TU1717.and adjusted by the National Geodetic Survey in December 1998..
 TU1717.The horizontal coordinates are valid at the epoch date displayed above.
 TU1717.The epoch date for horizontal control is a decimal equivalence
 TU1717.of Year/Month/Day.
 TU1717
 TU1717.The orthometric height was scaled from a topographic map.
 TU1717
 TU1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1717
 TU1717.The geoid height was determined by GEOID03.
 TU1717
 TU1717;                    North         East     Units Scale Factor Converg.
 TU1717;SPC HI 3     -    35,839.827   478,436.303   MT  0.99999574   -0 04 34.4
 TU1717;UTM  04      - 2,376,612.474   582,032.345   MT  0.99968315   +0 17 24.5
 TU1717
 TU1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1717!SPC HI 3     -   0.99988900  x   0.99999574  =   0.99988474
 TU1717!UTM  04      -   0.99988900  x   0.99968315  =   0.99957218
 TU1717
 TU1717                          SUPERSEDED SURVEY CONTROL
 TU1717
 TU1717  NAD 83(1986)-  21 29 24.79234(N)    158 12 29.13904(W) AD(       ) 2
 TU1717  OLD HI      -  21 29 36.02200(N)    158 12 39.23300(W) AD(       ) 2
 TU1717
 TU1717.Superseded values are not recommended for survey control.
 TU1717.NGS no longer adjusts projects to the OLD HI datum.
 TU1717.See file dsdata.txt to determine how the superseded data were derived.
 TU1717
 TU1717_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8203276612(NAD 83)
 TU1717_MARKER: 72 = CAIRN
 TU1717
 TU1717  HISTORY     - Date     Condition        Report By
 TU1717  HISTORY     - 1875     FIRST OBSERVED   COASUR
 TU1717  HISTORY     - 1927     GOOD             CGS
 TU1717
 TU1717                          STATION DESCRIPTION
 TU1717
 TU1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1717'ON THE CREST OF A VERY SHARP RIDGE, 2,200 FEET HIGH, SEPARATING
 TU1717'THE KEAAU AND MAKAHA VALLEYS, AND ABOUT 1-1/2 MILES FROM THE
 TU1717'SEA.  MARKED BY REDWOOD POST AND CAIRN OF STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1718 ***********************************************************************
 TU1718  DESIGNATION -  KEAAU 2
 TU1718  PID         -  TU1718
 TU1718  STATE/COUNTY-  HI/HONOLULU
 TU1718  USGS QUAD   -  WAIANAE (1983)
 TU1718
 TU1718                         *CURRENT SURVEY CONTROL
 TU1718  ___________________________________________________________________
 TU1718* NAD 83(1993)-  21 29 24.63215(N)    158 12 29.38784(W)     ADJUSTED  
 TU1718* LOCAL TIDAL -       690.9    (meters)    2267.     (feet)  VERT ANG  
 TU1718  ___________________________________________________________________
 TU1718  EPOCH DATE  -        1993.62
 TU1718  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 TU1718  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1718
 TU1718  HORZ ORDER  -  FIRST
 TU1718
 TU1718.The horizontal coordinates were established by classical geodetic methods
 TU1718.and adjusted by the National Geodetic Survey in December 1998..
 TU1718.The horizontal coordinates are valid at the epoch date displayed above.
 TU1718.The epoch date for horizontal control is a decimal equivalence
 TU1718.of Year/Month/Day.
 TU1718
 TU1718.The orthometric height was determined by vertical angle observations.
 TU1718
 TU1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1718
 TU1718.The geoid height was determined by GEOID03.
 TU1718
 TU1718;                    North         East     Units Scale Factor Converg.
 TU1718;SPC HI 3     -    35,833.334   478,428.809   MT  0.99999575   -0 04 34.5
 TU1718;UTM  04      - 2,376,605.937   582,024.895   MT  0.99968314   +0 17 24.4
 TU1718
 TU1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1718!SPC HI 3     -   0.99988901  x   0.99999575  =   0.99988477
 TU1718!UTM  04      -   0.99988901  x   0.99968314  =   0.99957219
 TU1718
 TU1718|---------------------------------------------------------------------|
 TU1718| PID    Reference Object                     Distance      Geod. Az  |
 TU1718|                                                           dddmmss.s |
 TU1718| TU1740 KEAAU                                 3.400 METERS 04430     |
 TU1718| CJ8700 KEAAU 2 RM 4                          3.094 METERS 07359     |
 TU1718| CJ8699 KEAAU 2 RM 3                          7.901 METERS 18948     |
 TU1718| CJ8698 KEAAU 2 RM 2                          1.136 METERS 32112     |
 TU1718| TU1604 KAENA POINT LIGHT                   APPROX.11.9 KM 3213834.1 |
 TU1718| TU1589 KAENA POINT RADIO MAST              APPROX. 9.0 KM 3323457.3 |
 TU1718|---------------------------------------------------------------------|
 TU1718
 TU1718                          SUPERSEDED SURVEY CONTROL
 TU1718
 TU1718  NAD 83(1986)-  21 29 24.58093(N)    158 12 29.39869(W) AD(       ) 1
 TU1718  OLD HI      -  21 29 35.98058(N)    158 12 39.29721(W) AD(       ) 1
 TU1718
 TU1718.Superseded values are not recommended for survey control.
 TU1718.NGS no longer adjusts projects to the OLD HI datum.
 TU1718.See file dsdata.txt to determine how the superseded data were derived.
 TU1718
 TU1718_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8202576606(NAD 83)
 TU1718_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1718_SETTING: 66 = SET IN ROCK OUTCROP
 TU1718
 TU1718  HISTORY     - Date     Condition        Report By
 TU1718  HISTORY     - 1927     MONUMENTED       CGS
 TU1718  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1718  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1718
 TU1718                          STATION DESCRIPTION
 TU1718
 TU1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1718'IN THE WESTERN PART OF OAHU, ABOUT 1-1/2 MILES FROM THE SEA, ON
 TU1718'THE CREST OF A VERY SHARP RIDGE SEPARATING THE KEAAU AND MAKAHA
 TU1718'VALLEYS, THE SECOND RIDGE FROM AND 3-1/2 MILES NORTH OF
 TU1718'WAIANAE.  THE OLD TERRITORIAL STATION, MARKED BY A REDWOOD POST
 TU1718'AND CAIRN OF STONES, IS LOST.  KEAAU (U.S.E.) WAS RECOVERED.  IT
 TU1718'IS MARKED BY A COPPER BOLT SET IN CONCRETE IN A 2-INCH PIPE.
 TU1718'KEAAU 2 IS MARKED ACCORDING TO NOTE 2, A STANDARD DISK STATION
 TU1718'MARK IN OUTCROPPING BEDROCK.  THE DISTANCES AND AZIMUTHS TO
 TU1718'REFERENCE MARKS ARE AS FOLLOWS--TO KEAAU (U.S.E.), 3,400
 TU1718'METERS (11.15 FEET), 224 DEG 30 MIN.  TO REFERENCE MARK, NOTE 12A,
 TU1718'A STANDARD REFERENCE DISK IN OUTCROPPING BEDROCK, 1.135 METERS
 TU1718'(3.72 FEET), 141 DEG 12 MIN.  RE-MARKED ACCORDING TO NOTE 14X
 TU1718'IN 1929.
 TU1718
 TU1718                          STATION RECOVERY (1964)
 TU1718
 TU1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1718'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 TU1718'CONDITION.  KEAAU (USE) WAS SEARCHED FOR BUT NOT FOUND AND IS
 TU1718'BELIEVED DESTROYED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1718'
 TU1718'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF MAKAHA VILLAGE AND
 TU1718'1-1/2 MILES EAST-NORTHEAST OF KEPUHI POINT, AT ABOUT 2266 FEET
 TU1718'ELEVATION, ON PUU KEAAU, WHERE THE RIDGE LINE DROPS DOWN STEEPLY
 TU1718'FOR ABOUT 100 FEET.
 TU1718'
 TU1718'TO REACH STATION FROM THE SHOPPING CENTER AT MAKAHA VILLAGE, GO
 TU1718'NORTHWEST ON FARRINGTON HIGHWAY FOR 1.8 MILES TO A HARD-SURFACED
 TU1718'SIDE ROAD RIGHT, AND A TELEPHONE COMPANY BUILDING ON RIGHT, AND
 TU1718'END OF TRUCK TRAVEL.  FROM A POINT ABOUT MIDWAY BETWEEN THE
 TU1718'HIGHWAY AND THE BUILDING, PACK NORTHERLY UP SIDE OF VERY STEEP
 TU1718'RIDGE TO STATION KEPUHI NEW ON TOP.  FROM HERE FOLLOW ALONG
 TU1718'CREST OF RIDGE FOR ABOUT 1-1/4 MILES TO STATION.
 TU1718'
 TU1718'STATION MARK IS A STANDARD DISK STAMPED KEAAU 1927, CEMENTED IN A
 TU1718'DRILL HOLE IN BEDROCK 1 INCH BELOW GROUND LEVEL.
 TU1718'
 TU1718'THE REFERENCE MARK IS A STANDARD DISK STAMPED KEAAU NO 2, CEMENTED
 TU1718'IN A DRILL HOLE IN BEDROCK AT SAME ELEVATION AS STATION MARK.
 TU1718'
 TU1718'NOTE--THERE IS NO LONGER A TYPE 14X SIGNAL ON THE STATION.
 TU1718
 TU1718                          STATION RECOVERY (1969)
 TU1718
 TU1718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1718'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED.  THE
 TU1718'STAMPING ON THE STATION MARK DISK HAS BEEN DEFACED BY A TARGET SO
 TU1718'THAT THE STAMPING IS NOT CLEAR.  THE DISTANCE TO REFERENCE MARK
 TU1718'NO. 2 WAS CHECKED AND FOUND TO BE CORRECT.  IT WAS TOO CLOSE TO
 TU1718'FOCUS ON, AND THE RIDGE WAS TOO NARROW TO EXTEND OUT, SO THE
 TU1718'DIRECTION WAS NOT CHECKED.
 TU1718'
 TU1718'REFERENCE MARKS NOS. 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 TU1718'
 TU1718'A NEW DESCRIPTION FOLLOWS--
 TU1718'
 TU1718'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF
 TU1718'MT. KAALA, 2 MILES NORTHEAST OF MAKAHA, AND 1-1/2 MILES EAST OF
 TU1718'KEPUHI POINT, ON THE WESTERN SLOPE OF PUU KEAAU.
 TU1718'
 TU1718'THE STATION WAS REACHED BY HELICOPTER.  IT IS BELIEVED THAT THE
 TU1718'STATION MAY BE REACHED ON FOOT BY PACKING EASTERLY UP RIDGE FOR
 TU1718'ABOUT 1-1/2 MILES FROM STATION KEPUHI NEW 1927.
 TU1718'
 TU1718'THE STATION MARK, A STANDARD DISK STAMPED KEAAU 1927, IS SET IN A
 TU1718'DRILL-HOLE IN BEDROCK WHICH IS FLUSH.  THE MARK IS IN THE
 TU1718'APPROXIMATE CENTER OF THE RIDGE.
 TU1718'
 TU1718'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KEAAU NO 2, IS SET
 TU1718'IN A DRILL-HOLE IN BEDROCK WHICH IS FLUSH AND ABOUT THE SAME
 TU1718'ELEVATION AS THE STATION.
 TU1718'
 TU1718'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED KEAAU 2 1927 NO 3
 TU1718'1969, IS SET IN A DRILL-HOLE IN BEDROCK WHICH IS ABOUT 6 FEET
 TU1718'LOWER THAN THE STATION.
 TU1718'
 TU1718'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED KEAAU 2 1927 NO 4
 TU1718'1969, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 TU1718'3 FEET.
 TU1718'
 TU1718'DUE TO ROCK AND DIFFERENCE IN ELEVATIONS, NO MEASUREMENT BETWEEN
 TU1718'MARKS WAS MADE.
 TU1718'
 TU1718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1718'2 MILES NORTHEAST OF MAKAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3065 ***********************************************************************
 TU3065  DESIGNATION -  KEAHIKAUO
 TU3065  PID         -  TU3065
 TU3065  STATE/COUNTY-  HI/MAUI
 TU3065  USGS QUAD   -  NAPILI (1997)
 TU3065
 TU3065                         *CURRENT SURVEY CONTROL
 TU3065  ___________________________________________________________________
 TU3065* NAD 83(1993)-  20 58 10.33002(N)    156 36 25.39656(W)     ADJUSTED  
 TU3065* LOCAL TIDAL -                                                        
 TU3065  ___________________________________________________________________
 TU3065  EPOCH DATE  -        1993.62
 TU3065  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 TU3065  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU3065
 TU3065  HORZ ORDER  -  THIRD
 TU3065
 TU3065.The horizontal coordinates were established by classical geodetic methods
 TU3065.and adjusted by the National Geodetic Survey in December 1998..
 TU3065.The horizontal coordinates are valid at the epoch date displayed above.
 TU3065.The epoch date for horizontal control is a decimal equivalence
 TU3065.of Year/Month/Day.
 TU3065
 TU3065
 TU3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3065
 TU3065.The geoid height was determined by GEOID03.
 TU3065
 TU3065;                    North         East     Units Scale Factor Converg.
 TU3065;SPC HI 2     -    70,434.431   506,198.941   MT  0.99996714   +0 01 16.8
 TU3065;UTM  04      - 2,320,636.214   748,800.576   MT  1.00036504   +0 51 24.5
 TU3065
 TU3065                          SUPERSEDED SURVEY CONTROL
 TU3065
 TU3065  NAD 83(1986)-  20 58 10.28737(N)    156 36 25.37353(W) AD(       ) 4
 TU3065  OLD HI      -  20 58 21.70000(N)    156 36 35.42000(W) AD(       ) 3
 TU3065
 TU3065.Superseded values are not recommended for survey control.
 TU3065.NGS no longer adjusts projects to the OLD HI datum.
 TU3065.See file dsdata.txt to determine how the superseded data were derived.
 TU3065
 TU3065_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4880120636(NAD 83)
 TU3065
 TU3065  HISTORY     - Date     Condition        Report By
 TU3065  HISTORY     - 1912     MONUMENTED       HIGS
 TU3065
 TU3065                          STATION DESCRIPTION
 TU3065
 TU3065'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU3065'IN NORTHERN PART OF WEST MAUI, ON A HILL OF THE SAME NAME IN THE
 TU3065'HONOKAHAU RANGE, IN KAANAPALI DISTRICT, ABOUT DUE SOUTH OF THE
 TU3065'EXTREME NORTH POINT OF WEST MAUI AND DISTANT FROM IT NEARLY 8
 TU3065'KILOMETERS.  MARK, NO RECORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2629 ***********************************************************************
 TU2629  DESIGNATION -  KEAHOLE
 TU2629  PID         -  TU2629
 TU2629  STATE/COUNTY-  HI/HAWAII
 TU2629  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2629
 TU2629                         *CURRENT SURVEY CONTROL
 TU2629  ___________________________________________________________________
 TU2629* NAD 83(1993)-  19 43 29.04410(N)    156 03 28.96961(W)     ADJUSTED  
 TU2629* LOCAL TIDAL -         7.     (meters)      23.     (feet)  SCALED    
 TU2629  ___________________________________________________________________
 TU2629  EPOCH DATE  -        1993.62
 TU2629  LAPLACE CORR-          22.77  (seconds)                    DEFLEC99
 TU2629  GEOID HEIGHT-          17.31  (meters)                     GEOID03
 TU2629
 TU2629  HORZ ORDER  -  SECOND
 TU2629
 TU2629.The horizontal coordinates were established by classical geodetic methods
 TU2629.and adjusted by the National Geodetic Survey in December 1998..
 TU2629.The horizontal coordinates are valid at the epoch date displayed above.
 TU2629.The epoch date for horizontal control is a decimal equivalence
 TU2629.of Year/Month/Day.
 TU2629
 TU2629.The orthometric height was scaled from a topographic map.
 TU2629
 TU2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2629
 TU2629.The geoid height was determined by GEOID03.
 TU2629
 TU2629;                    North         East     Units Scale Factor Converg.
 TU2629;SPC HI 1     -    98,766.904   441,502.387   MT  1.00000895   -0 11 18.0
 TU2629;UTM  04      - 2,183,694.601   808,380.409   MT  1.00077563   +0 59 37.3
 TU2629;UTM  05      - 2,183,910.006   179,441.583   MT  1.00087033   -1 01 58.7
 TU2629
 TU2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2629!SPC HI 1     -   0.99999618  x   1.00000895  =   1.00000513
 TU2629!UTM  04      -   0.99999618  x   1.00077563  =   1.00077181
 TU2629!UTM  05      -   0.99999618  x   1.00087033  =   1.00086651
 TU2629
 TU2629:                Primary Azimuth Mark                     Grid Az
 TU2629:SPC HI 1     -  LAVA CONE                                065 04 17.5
 TU2629:UTM  04      -  LAVA CONE                                063 53 22.2
 TU2629:UTM  05      -  LAVA CONE                                065 54 58.2
 TU2629
 TU2629|---------------------------------------------------------------------|
 TU2629| PID    Reference Object                     Distance      Geod. Az  |
 TU2629|                                                           dddmmss.s |
 TU2629| TU2612 LAVA CONE                           APPROX. 9.6 KM 0645259.5 |
 TU2629| TU2589 HOLUALOA STACK                      APPROX.14.4 KM 1353827.0 |
 TU2629| TU2621 KEAHOLE POINT LIGHT                 469.719 METERS 3173756.2 |
 TU2629|---------------------------------------------------------------------|
 TU2629
 TU2629                          SUPERSEDED SURVEY CONTROL
 TU2629
 TU2629  NAD 83(1986)-  19 43 29.04567(N)    156 03 28.99661(W) AD(       ) 2
 TU2629  OLD HI      -  19 43 39.95800(N)    156 03 39.04400(W) AD(       ) 2
 TU2629
 TU2629.Superseded values are not recommended for survey control.
 TU2629.NGS no longer adjusts projects to the OLD HI datum.
 TU2629.See file dsdata.txt to determine how the superseded data were derived.
 TU2629
 TU2629_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0838083695(NAD 83)
 TU2629
 TU2629  HISTORY     - Date     Condition        Report By
 TU2629  HISTORY     - 1882     MONUMENTED       CGS
 TU2629  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2629  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2629  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2629  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2629
 TU2629                          STATION DESCRIPTION
 TU2629
 TU2629'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2629'IN NORTH KONA DISTRICT, ON KEAHOLE POINT, THE EXTREME WESTERN
 TU2629'POINT OF HAWAII, 470 METERS S. 54 DEG E. OF LIGHTHOUSE AND ABOUT
 TU2629'90 METERS INSHORE.  STATION IS ON A PROMINENT MOUND OF LAVA, WHICH
 TU2629'IS BETWEEN THE SEA AND A PIT OF SUNKEN LAVA WHICH IS ABOUT 12
 TU2629'METERS WIDE, 50 METERS LONG, AND 15 FEET BELOW STATION MARK.  THE
 TU2629'SEAWARD SIDE OF WALL OF A STONE HOUSE, WITH ONE SIDE TORN OUT,
 TU2629'BEARS N. 85 DEG E. FROM THE STATION, DISTANT 16-3/4
 TU2629'METERS.  MARKED BY A COPPER BOLT IN CENTER OF TRIANGLE CUT IN
 TU2629'SOLID ROCK, AND SURROUNDED BY THREE OTHER TRIANGLES, ALSO CUT
 TU2629'IN ROCK, EACH 0.915 METER (3.00 FEET) DISTANT.
 TU2629
 TU2629                          STATION RECOVERY (1949)
 TU2629
 TU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2629'A COPPER BOLT IN DRILL HOLE IN TRIANGLE CUT IN ROCK WAS NOT
 TU2629'FOUND.  A DRILL HOLE WAS FOUND AND TIED INTO.  THIS MARK MAY BE ONE
 TU2629'OF THE TIE MARKS FOR THE OLD STATION.  THE OLD STATION IS MOST
 TU2629'LIKELY STILL IN EXISTENCE AND COULD BE FOUND BY CALCULATING THE
 TU2629'TIE FROM THE NEW STATION KEAHOLE 2.
 TU2629
 TU2629                          STATION RECOVERY (1958)
 TU2629
 TU2629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2629'STATION WAS NOT RECOVERED BUT THE THREE REFERENCE MARKS DESCRIBED
 TU2629'WERE FOUND AND THE OLD POSITION COULD BE RECOVERED FROM THE
 TU2629'REFERENCE MARKS.
 TU2629
 TU2629                          STATION RECOVERY (1968)
 TU2629
 TU2629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2629'STATION WAS SEARCHED FOR BUT NOT FOUND, ALTHOUGH TWO OF THE
 TU2629'OLD REFERENCE TRIANGLES WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2628 ***********************************************************************
 TU2628  DESIGNATION -  KEAHOLE 2
 TU2628  PID         -  TU2628
 TU2628  STATE/COUNTY-  HI/HAWAII
 TU2628  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2628
 TU2628                         *CURRENT SURVEY CONTROL
 TU2628  ___________________________________________________________________
 TU2628* NAD 83(1993)-  19 43 28.92537(N)    156 03 28.87301(W)     ADJUSTED  
 TU2628* LOCAL TIDAL -         6.8    (meters)      22.     (feet)  VERT ANG  
 TU2628  ___________________________________________________________________
 TU2628  EPOCH DATE  -        1993.62
 TU2628  LAPLACE CORR-          22.78  (seconds)                    DEFLEC99
 TU2628  GEOID HEIGHT-          17.31  (meters)                     GEOID03
 TU2628
 TU2628  HORZ ORDER  -  SECOND
 TU2628
 TU2628.The horizontal coordinates were established by classical geodetic methods
 TU2628.and adjusted by the National Geodetic Survey in December 1998..
 TU2628.The horizontal coordinates are valid at the epoch date displayed above.
 TU2628.The epoch date for horizontal control is a decimal equivalence
 TU2628.of Year/Month/Day.
 TU2628
 TU2628.The orthometric height was determined by vertical angle observations.
 TU2628
 TU2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2628
 TU2628.The geoid height was determined by GEOID03.
 TU2628
 TU2628;                    North         East     Units Scale Factor Converg.
 TU2628;SPC HI 1     -    98,763.244   441,505.187   MT  1.00000894   -0 11 18.0
 TU2628;UTM  04      - 2,183,690.997   808,383.287   MT  1.00077565   +0 59 37.4
 TU2628;UTM  05      - 2,183,906.301   179,444.332   MT  1.00087031   -1 01 58.7
 TU2628
 TU2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2628!SPC HI 1     -   0.99999621  x   1.00000894  =   1.00000515
 TU2628!UTM  04      -   0.99999621  x   1.00077565  =   1.00077186
 TU2628!UTM  05      -   0.99999621  x   1.00087031  =   1.00086652
 TU2628
 TU2628:                Primary Azimuth Mark                     Grid Az
 TU2628:SPC HI 1     -  KALAOA CATHOLIC CHURCH SPIRE             088 43 42.7
 TU2628:UTM  04      -  KALAOA CATHOLIC CHURCH SPIRE             087 32 47.3
 TU2628:UTM  05      -  KALAOA CATHOLIC CHURCH SPIRE             089 34 23.4
 TU2628
 TU2628|---------------------------------------------------------------------|
 TU2628| PID    Reference Object                     Distance      Geod. Az  |
 TU2628|                                                           dddmmss.s |
 TU2628| TU2591 KALAOA CATHOLIC CHURCH SPIRE        APPROX. 8.4 KM 0883224.7 |
 TU2628| CN5410 KEAHOLE 2 RM 1                       10.638 METERS 10901     |
 TU2628| TU2633 KALIHI 1972                         411.041 METERS 1531409.8 |
 TU2628| TU2618 KEAHUOLU PT SW RNG MARKER           APPROX. 8.9 KM 1585224.5 |
 TU2628| CN5411 KEAHOLE 2 RM 2                       10.010 METERS 20615     |
 TU2628| CN5409 KEAHOLE RM DRILL HOLE                 3.911 METERS 30514     |
 TU2628| TU2622 KEAHOLE POINT LIGHTHOUSE            473.407 METERS 3175354.2 |
 TU2628| TU2629 KEAHOLE                               4.609 METERS 32223     |
 TU2628|---------------------------------------------------------------------|
 TU2628
 TU2628                          SUPERSEDED SURVEY CONTROL
 TU2628
 TU2628  NAD 83(1986)-  19 43 28.92686(N)    156 03 28.89995(W) AD(       ) 2
 TU2628  OLD HI      -  19 43 39.86000(N)    156 03 38.92500(W) AD(       ) 2
 TU2628
 TU2628.Superseded values are not recommended for survey control.
 TU2628.NGS no longer adjusts projects to the OLD HI datum.
 TU2628.See file dsdata.txt to determine how the superseded data were derived.
 TU2628
 TU2628_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0838383691(NAD 83)
 TU2628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2628_SETTING: 66 = SET IN ROCK OUTCROP
 TU2628
 TU2628  HISTORY     - Date     Condition        Report By
 TU2628  HISTORY     - 1948     MONUMENTED       CGS
 TU2628  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2628  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU2628  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2628  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2628  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2628
 TU2628                          STATION DESCRIPTION
 TU2628
 TU2628'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2628'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, LOW, LAVA
 TU2628'MOUND ON KEAHOLE POINT, THE EXTREME WESTERN POINT OF THE ISLAND
 TU2628'OF HAWAII, ABOUT 470 METERS SOUTHEAST OF THE KEAHOLE POINT
 TU2628'LIGHTHOUSE, ABOUT 90 METERS EAST OF THE BEACH, ABOUT 100 FEET
 TU2628'WEST OF A PIT OF SUNKEN LAVA AND 36.5 FEET WEST OF THE STONE
 TU2628'RUINS OF AN OLD HOUSE.
 TU2628'
 TU2628'THE STATION IS A STANDARD DISK, STAMPED KEAHOLE 2 1948, SET
 TU2628'INTO A DRILL HOLE IN A ROCK OUTCROP.
 TU2628'
 TU2628'REFERENCE MARK NUMBER 1 IS A STANDARD AZIMUTH DISK, STAMPED
 TU2628'KEAHOLE 1 1948, SET INTO A DRILL HOLE IN LAVA BEDROCK WHICH IS
 TU2628'FLAT BUT SLOPES SLIGHTLY TOWARD THE SOUTH.  IT IS ABOUT THE SAME
 TU2628'ELEVATION AS THE STATION.
 TU2628'
 TU2628'REFERENCE MARK NUMBER 2 IS A STANDARD AZIMUTH DISK, STAMPED
 TU2628'KEAHOLE 2 1948, SET INTO A DRILL HOLE IN A FLAT LAVA BED WHICH
 TU2628'IS ABOUT 3 FEET LOWER THAN THE STATION.
 TU2628'
 TU2628'A DRILL HOLE, SURROUNDED BY A TRIANGLE WHICH IS CARVED IN THE
 TU2628'ROCK, IS BELIEVED TO BE ONE OF THE ORIGINAL THREE REFERENCE MARKS TO
 TU2628'THE 1882 STATION.  A LARGE, WHITEWASHED, CAIRN WAS FOUND OVER THIS
 TU2628'MARK.  IT IS ABOUT 1-1/2 INCHES IN DIAMETER AND IS ABOUT 2 INCHES
 TU2628'DEEP.  IT IS ABOUT THE SAME ELEVATION AS THE STATION, AND 4.609
 TU2628'M. DISTANT.
 TU2628
 TU2628                          STATION RECOVERY (1967)
 TU2628
 TU2628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RCM)
 TU2628'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2628'COMPLETE DESCRIPTION FOLLOWS--
 TU2628'
 TU2628'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF KAILUA, 5 MILES WEST
 TU2628'OF STATE HIGHWAY 19 AND 1553 FEET SOUTHEAST OF KEAHOLE POINT
 TU2628'LIGHTHOUSE, NEAR KEAHOLE POINT WHICH IS THE WESTERNMOST POINT OF
 TU2628'THE ISLAND, ON A LOW LAVA KNOLL ABOUT 22 FEET ABOVE SEA LEVEL.
 TU2628'
 TU2628'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO NORTHERLY ON
 TU2628'STATE HIGHWAY 19 FOR 3.8 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2628'18.  CONTINUE ON STATE HIGHWAY 19 FOR 2.3 MILES TO HOUSE ON LEFT,
 TU2628'BETWEEN POWER POLES 313 AND 314.  TURN LEFT AT NORTH SIDE OF HOUSE
 TU2628'AND GO DOWNGRADE ON NARROW TRACK ROAD, PASSING THROUGH SEVERAL
 TU2628'GATES, FOR 5.2 MILES TO SAND BEACH AND T-INTERSECTION.  TURN
 TU2628'RIGHT AND FOLLOW POOR ROAD OVER LAVA ALONG BEACH FOR 0.9 MILE TO
 TU2628'STATION ON RIGHT.
 TU2628'
 TU2628'STATION MARK IS A STANDARD DISK STAMPED KEAHOLE 1948, CEMENTED IN
 TU2628'A DRILL HOLE IN LAVA BEDROCK.  IT IS 25 YARDS NORTHEAST OF TRACK
 TU2628'ROAD AND 35 FEET SOUTHWEST OF A 16 X 16-FOOT STONE ENCLOSURE.  THE
 TU2628'BEDROCK AROUND STATION MARK HAS BEEN PAINTED WHITE.
 TU2628'
 TU2628'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEAHOLE 1
 TU2628'1948, CEMENTED IN A DRILL HOLE IN BEDROCK, 14 FEET SOUTH OF THE
 TU2628'STONE ENCLOSURE AND 6 INCHES LOWER THAN STATION MARK.
 TU2628'
 TU2628'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAHOLE 2
 TU2628'1948, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, 65 FEET NORTHEAST
 TU2628'FROM THE TRACK ROAD AND 2 FEET LOWER THAN STATION MARK.
 TU2628'
 TU2628'DRILL HOLE 1948 IS A 1-INCH DRILL HOLE, 1 INCH DEEP, IN THE CENTER
 TU2628'OF A 5-INCH, CHISELED TRIANGLE IN BEDROCK.
 TU2628'
 TU2628'DRILL HOLE 1967 IS A 1-INCH DRILL HOLE, 1 INCH DEEP, IN THE CENTER
 TU2628'OF A 3-INCH, CHISELED TRIANGLE IN BEDROCK.
 TU2628'
 TU2628'DISTANCE BETWEEN THE DRILL HOLES IS 4.7 FEET.
 TU2628
 TU2628                          STATION RECOVERY (1970)
 TU2628
 TU2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EAT)
 TU2628'THE STATION, BOTH REFERENCE MARKS AND BOTH DRILL HOLES WERE
 TU2628'RECOVERED IN GOOD CONDITION.  BECAUSE OF NEW CONSTRUCTION IN THE
 TU2628'AREA A NEW TO REACH FOLLOWS.
 TU2628'
 TU2628'TO REACH FROM THE POST OFFICE IN KAILUA-KONA GO EAST ON STATE
 TU2628'HIGHWAY 19 FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAYS 19 AND
 TU2628'11, CONTINUE ON 19 FOR 0.4 MILE TO A PAVED ROAD LEFT (TO
 TU2628'HONOKAHAU), TURN LEFT AND GO 2.3 MILES TO A T JUNCTION, CONTINUE
 TU2628'STRAIGHT AHEAD FOR 1.0 MILE TO A DIRT ROAD ON THE LEFT, TURN LEFT
 TU2628'AND GO 0.1 MILE TO A LOCKED GATE, CONTINUE THROUGH GATE FOR 0.6
 TU2628'MILE TO A T JUNCTION, TURN RIGHT AND GO 3.7 MILE ALONG THE
 TU2628'COAST LINE TO THE STATION ON THE RIGHT.
 TU2628
 TU2628                          STATION RECOVERY (1971)
 TU2628
 TU2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2628'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU2628'AS DESCRIBED IN 1967.  THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 TU2628'
 TU2628'THE STATION IS 5.5 MILES NORTHWEST OF KAILUA-KONA, 470 METERS
 TU2628'SOUTHEAST OF KEAHOLE POINT LIGHTHOUSE AND ON THE SUMMIT OF A
 TU2628'PROMINENT, LOW, LAVA MOUND.
 TU2628'
 TU2628'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 TU2628'11 AND 19 IN KAILUA-KONA, GO NORTHEAST ON HIGHWAY 19 FOR 0.3 MILE
 TU2628'TO A PAVED ROAD ON THE RIGHT LEADING TO KE-AHOLE AIRPORT.  TURN
 TU2628'RIGHT AND GO NORTHERLY TOWARD THE AIRPORT FOR 5.75 MILES TO A
 TU2628'DIM 4-WHEEL DRIVE JEEP TRAIL ON THE LEFT.  THIS TRAIL IS ACROSS
 TU2628'THE ROAD FROM TELEPHONE POLE 113.  TURN LEFT ON THE JEEP TRAIL
 TU2628'AND GO WESTERLY FOR 1.1 MILES TO A FORK.  BEAR TO THE RIGHT
 TU2628'PASSING A SECOND FORK 100 FEET AHEAD.  HERE THE ROAD TURNS
 TU2628'TO THE NORTH.  CONTINUE, NORTHERLY, FOR 0.95 MILES TO THE
 TU2628'STATION ON THE RIGHT.  THE 2 MILES OF JEEP TRAIL TAKE ABOUT 45
 TU2628'MINUTES TO TRAVEL.
 TU2628'
 TU2628'THE STATION IS A STANDARD STATION DISK, STAMPED KEAHOLE 1 1948,
 TU2628'CEMENTED IN BEDROCK.  IT IS 200 FEET EAST OF THE SHORELINE, 100
 TU2628'FEET EAST OF THE JEEP TRAIL AT A POINT WHERE THE TRAIL SURFACE
 TU2628'CHANGES FROM SAND TO LAVA, AND 36.5 FEET WEST OF THE SOUTHEAST
 TU2628'CORNER OF A RUINED SMALL ROCK HOUSE.  THE ROCK SURROUNDING THE
 TU2628'STATION IS PAINTED WHITE.
 TU2628'
 TU2628'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK, STAMPED KEAHOLE 1
 TU2628'1948, CEMENTED IN BEDROCK.  IT IS ABOUT THE SAME ELEVATION AS THE
 TU2628'STATION.
 TU2628'
 TU2628'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK, STAMPED KEAHOLE 2
 TU2628'1948, CEMENTED IN BEDROCK.  IT IS ABOUT 2 FEET LOWER THAN THE
 TU2628'STATION.
 TU2628'
 TU2628'THERE IS NO AZIMUTH MARK.
 TU2628'
 TU2628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2628'5.5 MILES NORTHWEST OF KAILUA-KONA.
 TU2628
 TU2628                          STATION RECOVERY (1972)
 TU2628
 TU2628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2628'STATION, REFERENCE MARK NUMBER 1, AND REFERENCE MARK NUMBER 2
 TU2628'WERE RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2628'FOLLOWS.
 TU2628'
 TU2628'STATION IS LOCATED ON WESTERN SHORE OF HAWAII ISLAND, ABOUT 7.5
 TU2628'MILES NORTHWEST OF KAILUA AND 1.3 MILES SOUTHWEST OF THE NEW KONA
 TU2628'AIRPORT BEACON.
 TU2628'
 TU2628'TO REACH STATION FROM THE POST OFFICE IN KAILUA, DRIVE EASTERLY
 TU2628'ON STATE HIGHWAY 19 TO NEW KONA AIRPORT ROAD AND TURN LEFT.  DRIVE
 TU2628'5.8 MILES NORTHWEST ALONG NEW KONA AIRPORT ROAD TO JEEP TRAIL
 TU2628'HEADING OFF TO THE LEFT TOWARDS THE SEA.  A FOUR WHEEL DRIVE
 TU2628'VEHICLE IS MANDATORY FOR AUTOMOBILE TRAVEL OVER THIS ROAD.
 TU2628'FOLLOW JEEP TRAIL 1.2 MILES TO BEACH, THEN TURN RIGHT AND NORTH
 TU2628'AND FOLLOW JEEP TRAIL ANOTHER .9 MILE TO PROMINENT LAVA MOUND.
 TU2628'STATION IS 25 YARDS NORTHEAST OF JEEP TRAIL ON TOP OF THE MOUND.
 TU2628'AN OLD COATING OF WHITE PAINT ON THE BEDROCK STILL SURROUNDS THE
 TU2628'STATION.
 TU2628'
 TU2628'THE STATION IS A STANDARD BRONZE TRIANGULATION DISK STAMPED
 TU2628'KEAHOLE 1 1948 SET IN THE LAVA BEDROCK.  THIS STAMPING WAS
 TU2628'CHECKED AFTER NOTING THAT IT DIFFERED FROM THE STAMPING DESCRIBED
 TU2628'BY R.C. MUNSON IN THE 1967 RECOVERY NOTE.
 TU2628'
 TU2628'REFERENCE MARK NUMBER 1 IS A STANDARD BRONZE REFERENCE DISK
 TU2628'ALSO STAMPED KEAHOLE 1 1948 SET IN LAVA BEDROCK.
 TU2628'
 TU2628'REFERENCE MARK NUMBER 2 IS A STANDARD BRONZE REFERENCE DISK
 TU2628'STAMPED KEAHOLE 2 1948 SET IN LAVA BEDROCK.
 TU2628'
 TU2628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2628'7.5 MILES NW OF KAILUA.
 TU2628
 TU2628                          STATION RECOVERY (1978)
 TU2628
 TU2628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2628'STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE RECOVERED IN
 TU2628'GOOD CONDITION.  THE 1967 DESCRIPTION IS ADEQUATE WITH THE
 TU2628'ADDITION OF THE FOLLOWING TO REACH.  TO REACH STATION FROM THE
 TU2628'JUNCTION ON STATE HWYS. 19 AND 190, GO N. ALONG HWY. 19 FOR 4.95
 TU2628'MI TO SIDE ROAD LEFT, TURN LEFT AND GO W. ALONG DIRT RD. FOR 1.25
 TU2628'MI TO T-RD., TURN RIGHT AND FOLLOW TRACK RD. ALONG BEACH 1.9 MI
 TU2628'TO SMALL MOUND OF LAVA AND STATION SITE ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2621 ***********************************************************************
 TU2621  DESIGNATION -  KEAHOLE POINT LIGHT
 TU2621  PID         -  TU2621
 TU2621  STATE/COUNTY-  HI/HAWAII
 TU2621  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2621
 TU2621                         *CURRENT SURVEY CONTROL
 TU2621  ___________________________________________________________________
 TU2621* NAD 83(1993)-  19 43 40.32992(N)    156 03 39.84035(W)     ADJUSTED  
 TU2621* LOCAL TIDAL -                                                        
 TU2621  ___________________________________________________________________
 TU2621  EPOCH DATE  -        1993.62
 TU2621  LAPLACE CORR-          22.82  (seconds)                    DEFLEC99
 TU2621  GEOID HEIGHT-          17.23  (meters)                     GEOID03
 TU2621
 TU2621  HORZ ORDER  -  THIRD
 TU2621
 TU2621.The horizontal coordinates were established by classical geodetic methods
 TU2621.and adjusted by the National Geodetic Survey in December 1998..
 TU2621.The horizontal coordinates are valid at the epoch date displayed above.
 TU2621.The epoch date for horizontal control is a decimal equivalence
 TU2621.of Year/Month/Day.
 TU2621
 TU2621
 TU2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2621
 TU2621.The geoid height was determined by GEOID03.
 TU2621
 TU2621;                    North         East     Units Scale Factor Converg.
 TU2621;SPC HI 1     -    99,114.990   441,186.989   MT  1.00000940   -0 11 21.8
 TU2621;UTM  04      - 2,184,036.368   808,057.651   MT  1.00077317   +0 59 34.2
 TU2621;UTM  05      - 2,184,263.008   179,131.084   MT  1.00087279   -1 02 03.0
 TU2621
 TU2621                          SUPERSEDED SURVEY CONTROL
 TU2621
 TU2621  NAD 83(1986)-  19 43 40.33123(N)    156 03 39.86685(W) AD(       ) 4
 TU2621  OLD HI      -  19 43 51.67200(N)    156 03 49.36700(W) AD(       ) 3
 TU2621
 TU2621.Superseded values are not recommended for survey control.
 TU2621.NGS no longer adjusts projects to the OLD HI datum.
 TU2621.See file dsdata.txt to determine how the superseded data were derived.
 TU2621
 TU2621_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0805884036(NAD 83)
 TU2621
 TU2621  HISTORY     - Date     Condition        Report By
 TU2621  HISTORY     - 1913     MONUMENTED       CGS
 TU2621
 TU2621                          STATION DESCRIPTION
 TU2621
 TU2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2621'ON THE EXTREME END OF KEAHOLE POINT, THE MOST WESTERLY POINT OF
 TU2621'HAWAII.  IN 1928 IT WAS REPORTED THAT THIS LIGHT WAS NO LONGER
 TU2621'STANDING, BUT THAT ITS LOCATION WAS PRESERVED BY A CONCRETE PIER
 TU2621'WITH IRON BOLT PROJECTING FROM ITS TOP.  CUT IN THE CONCRETE ARE
 TU2621'THE WORDS--LIGHT MAST OF 1913.  A NEW LIGHT STANDS 3.18 METERS
 TU2621'(10.4 FEET) N. 24 DEG E. FROM THIS BOLT.  (SEE DESCRIPTION
 TU2621'OF KEAHOLE POINT LIGHT, 1928.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2622 ***********************************************************************
 TU2622  DESIGNATION -  KEAHOLE POINT LIGHTHOUSE
 TU2622  PID         -  TU2622
 TU2622  STATE/COUNTY-  HI/HAWAII
 TU2622  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2622
 TU2622                         *CURRENT SURVEY CONTROL
 TU2622  ___________________________________________________________________
 TU2622* NAD 83(1993)-  19 43 40.34788(N)    156 03 39.77320(W)     ADJUSTED  
 TU2622* LOCAL TIDAL -                                                        
 TU2622  ___________________________________________________________________
 TU2622  EPOCH DATE  -        1993.62
 TU2622  LAPLACE CORR-          22.82  (seconds)                    DEFLEC99
 TU2622  GEOID HEIGHT-          17.23  (meters)                     GEOID03
 TU2622
 TU2622  HORZ ORDER  -  THIRD
 TU2622
 TU2622.The horizontal coordinates were established by classical geodetic methods
 TU2622.and adjusted by the National Geodetic Survey in December 1998..
 TU2622.The horizontal coordinates are valid at the epoch date displayed above.
 TU2622.The epoch date for horizontal control is a decimal equivalence
 TU2622.of Year/Month/Day.
 TU2622
 TU2622
 TU2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2622
 TU2622.The geoid height was determined by GEOID03.
 TU2622
 TU2622;                    North         East     Units Scale Factor Converg.
 TU2622;SPC HI 1     -    99,115.536   441,188.946   MT  1.00000940   -0 11 21.8
 TU2622;UTM  04      - 2,184,036.955   808,059.597   MT  1.00077318   +0 59 34.2
 TU2622;UTM  05      - 2,184,263.526   179,133.051   MT  1.00087278   -1 02 03.0
 TU2622
 TU2622                          SUPERSEDED SURVEY CONTROL
 TU2622
 TU2622  NAD 83(1986)-  19 43 40.35011(N)    156 03 39.80100(W) AD(       ) 4
 TU2622  OLD HI      -  19 43 51.28300(N)    156 03 49.82500(W) AD(       ) 3
 TU2622
 TU2622.Superseded values are not recommended for survey control.
 TU2622.NGS no longer adjusts projects to the OLD HI datum.
 TU2622.See file dsdata.txt to determine how the superseded data were derived.
 TU2622
 TU2622_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0806084037(NAD 83)
 TU2622
 TU2622  HISTORY     - Date     Condition        Report By
 TU2622  HISTORY     - 1928     MONUMENTED       CGS
 TU2622  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2622  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2622  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2622  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2622
 TU2622                          STATION DESCRIPTION
 TU2622
 TU2622'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2622'ON THE WESTERNMOST POINT OF HAWAII ISLAND, ON THE KONA COAST.  LIGHT
 TU2622'CONSISTS OF A GROUP FLASHING LIGHT MOUNTED ON A SQUARE CONCRETE
 TU2622'TOWER WHICH TAPERS FROM ABOUT 6 FEET AT THE BASE TO ABOUT 2-1/2
 TU2622'FEET AT ITS TOP.  LIGHT IS 20 FEET ABOVE GROUND, AND 43 FEET ABOVE
 TU2622'HIGH WATER.  IT IS 3.18 METERS (10.4 FEET), N. 24 DEG E. (TRUE)
 TU2622'FROM THE LOCATION OF THE 1913 LIGHT, WHICH IS PRESERVED BY A
 TU2622'CONCRETE PIER WITH IRON BOLT IN CENTER AND IS MARKED WITH
 TU2622'THE WORDS LIGHT MAST OF 1913.  AN IRON BOX MOUNTED ON A
 TU2622'CONCRETE BASE IN THE RUINS OF WHAT WAS PROBABLY THE OLD KEEPERS
 TU2622'HOUSE STANDS 160 METERS, EAST BY NORTH (TRUE) OF THE LIGHT,
 TU2622'WHILE THE PRESENT KEEPERS HOUSE IS 565 METERS NORTHEAST BY
 TU2622'EAST (TRUE) OF THE LIGHT.
 TU2622
 TU2622                          STATION RECOVERY (1948)
 TU2622
 TU2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2622'THIS IS AN INTERSECTION STATION.
 TU2622'
 TU2622'THE STATION IS THE CENTER AND TOP OF THE LIGHT ON THE TOP OF
 TU2622'THE KEAHOLE LIGHTHOUSE.
 TU2622'
 TU2622'THE LIGHTHOUSE IS CONSTRUCTED OF CONCRETE AND IS ABOUT 20 FEET
 TU2622'IN HEIGHT.
 TU2622'
 TU2622'THE LIGHTHOUSE IS LOCATED ON KEAHOLE POINT ABOUT 100 YARDS EAST
 TU2622'OF THE WESTERNMOST GROUND.
 TU2622'
 TU2622'THIS IS AN AUTOMATIC LIGHT AND HAS NO LIGHT TENDER.
 TU2622
 TU2622                          STATION RECOVERY (1958)
 TU2622
 TU2622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2622'STATION RECOVERED AS DESCRIBED.  THE LIGHTHOUSE IS 30.2 FEET HIGH
 TU2622'INSTEAD OF ABOUT 20 FEET HIGH.
 TU2622
 TU2622                          STATION RECOVERY (1967)
 TU2622
 TU2622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2622'STATION WAS RECOVERED.  LOCATED ABOUT 7 MILES NORTHWEST OF
 TU2622'KAILUA, ON KEAHOLE POINT, THE WESTERNMOST POINT OF THE ISLAND.
 TU2622'
 TU2622'STATION IS THE CENTER OF THE U.S. COAST GUARD LIGHT TOWER, A
 TU2622'WHITE CONCRETE TOWER WITH WHITE LIGHT ON TOP.
 TU2622
 TU2622                          STATION RECOVERY (1978)
 TU2622
 TU2622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU2622'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TU2622'
 TU2622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2622'LOCATED ON KE-AHOLE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2627 ***********************************************************************
 TU2627  DESIGNATION -  KEAHUOLU
 TU2627  PID         -  TU2627
 TU2627  STATE/COUNTY-  HI/HAWAII
 TU2627  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2627
 TU2627                         *CURRENT SURVEY CONTROL
 TU2627  ___________________________________________________________________
 TU2627* NAD 83(1993)-  19 38 58.88720(N)    156 01 32.14310(W)     ADJUSTED  
 TU2627* LOCAL TIDAL -        14.     (meters)      46.     (feet)  SCALED    
 TU2627  ___________________________________________________________________
 TU2627  EPOCH DATE  -        1993.62
 TU2627  LAPLACE CORR-          24.64  (seconds)                    DEFLEC99
 TU2627  GEOID HEIGHT-          17.98  (meters)                     GEOID03
 TU2627
 TU2627  HORZ ORDER  -  SECOND
 TU2627
 TU2627.The horizontal coordinates were established by classical geodetic methods
 TU2627.and adjusted by the National Geodetic Survey in December 1998..
 TU2627.The horizontal coordinates are valid at the epoch date displayed above.
 TU2627.The epoch date for horizontal control is a decimal equivalence
 TU2627.of Year/Month/Day.
 TU2627
 TU2627.The orthometric height was scaled from a topographic map.
 TU2627
 TU2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2627
 TU2627.The geoid height was determined by GEOID03.
 TU2627
 TU2627;                    North         East     Units Scale Factor Converg.
 TU2627;SPC HI 1     -    90,448.696   444,878.569   MT  1.00000421   -0 10 36.3
 TU2627;UTM  04      - 2,175,441.224   811,929.938   MT  1.00080286   +1 00 03.6
 TU2627;UTM  05      - 2,175,535.901   182,697.775   MT  1.00084466   -1 01 05.8
 TU2627
 TU2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2627!SPC HI 1     -   0.99999497  x   1.00000421  =   0.99999918
 TU2627!UTM  04      -   0.99999497  x   1.00080286  =   1.00079783
 TU2627!UTM  05      -   0.99999497  x   1.00084466  =   1.00083963
 TU2627
 TU2627:                Primary Azimuth Mark                     Grid Az
 TU2627:SPC HI 1     -  SQUARE                                   102 46 22.1
 TU2627:UTM  04      -  SQUARE                                   101 35 42.2
 TU2627:UTM  05      -  SQUARE                                   103 36 51.6
 TU2627
 TU2627|---------------------------------------------------------------------|
 TU2627| PID    Reference Object                     Distance      Geod. Az  |
 TU2627|                                                           dddmmss.s |
 TU2627| TU2587 SQUARE                              APPROX. 8.3 KM 1023545.8 |
 TU2627| TU2590 BRIGHT                              APPROX. 7.0 KM 1073747.6 |
 TU2627| TU2581 POINT                               APPROX.11.8 KM 1481307.3 |
 TU2627| TU2621 KEAHOLE POINT LIGHT                 APPROX. 9.4 KM 3364501.3 |
 TU2627|---------------------------------------------------------------------|
 TU2627
 TU2627                          SUPERSEDED SURVEY CONTROL
 TU2627
 TU2627  NAD 83(1986)-  19 38 58.88546(N)    156 01 32.17160(W) AD(       ) 2
 TU2627  OLD HI      -  19 39 09.80300(N)    156 01 42.20200(W) AD(       ) 2
 TU2627
 TU2627.Superseded values are not recommended for survey control.
 TU2627.NGS no longer adjusts projects to the OLD HI datum.
 TU2627.See file dsdata.txt to determine how the superseded data were derived.
 TU2627
 TU2627_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1193075441(NAD 83)
 TU2627
 TU2627  HISTORY     - Date     Condition        Report By
 TU2627  HISTORY     - 1882     MONUMENTED       CGS
 TU2627  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2627  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2627  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2627  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2627  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2627
 TU2627                          STATION DESCRIPTION
 TU2627
 TU2627'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2627'IN KONA DISTRICT, WEST COAST OF HAWAII, 2 MILES WEST-NORTHWEST
 TU2627'FROM KAILUA WHARF, ON A LARGE WIDE ROUNDING POINT, WHERE THE
 TU2627'SHORE LINE TURNS FROM SOUTHEAST AND NORTHWEST TOWARD
 TU2627'NORTHEAST.  STATION IS ON HIGHEST LAVA MOUND, QUITE PROMINENT,
 TU2627'ON THIS POINT.  ABOUT 300 METERS FROM THE SEA TO THE SOUTH AND
 TU2627'350 METERS FROM SEA TO WEST.  A HOUSE IN CENTER OF PROMINENT
 TU2627'COCOANUT GROVE IS 1,250 METERS DISTANT, S. 80 DEG E.  STATION
 TU2627'MARKED BY AN IRON BOLT LET INTO THE ROCK ON A LEDGE IN A
 TU2627'CREVICE 2.5 FEET BELOW GENERAL SURFACE OF THE FLOW.  IN
 TU2627'1928 A STANDARD HYDROGRAPHIC DISK WAS CEMENTED IN PLACE
 TU2627'ABOVE THE BOLT, THE LUG ON THE DISK RESTING ON THE BOLT.
 TU2627'ON EACH SIDE OF THE FISSURE AT A DISTANCE OF 0.61 METER
 TU2627'(2.0 FEET) FROM THE STATION A CROSS WAS CUT IN THE ROCK,
 TU2627'ON BEARINGS S. 51 DEG E., AND N. 51 DEG W.  IN 1928
 TU2627'AN ARROW 18 INCHES LONG WAS CUT IN THE ROCK, 5.6 METERS
 TU2627'(18.4 FEET) SOUTH (MAG.) FROM THE STATION.  AND A STANDARD
 TU2627'REFERENCE DISK WAS CEMENTED IN ROCK 7.93 METERS (26.0
 TU2627'FEET) FROM THE STATION IN RANGE WITH COCOANUT GROVE.  IN
 TU2627'1913 A SMALL CAIRN WAS BUILT OVER THE STATION.
 TU2627
 TU2627                          STATION RECOVERY (1948)
 TU2627
 TU2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2627'THE STATION, REFERENCE MARK NUMBER 1 AND AN ARROW, CARVED IN
 TU2627'THE ROCK, WAS RECOVERED.  A REFERENCE MARK WAS ESTABLISHED IN
 TU2627'THE POINT OF THE ARROW WHICH WAS FOUND CARVED IN THE ROCK AND
 TU2627'WAS STAMPED KEAHUOLU 1948.  THE STATION WAS NOT OCCUPIED AT
 TU2627'THIS TIME BECAUSE A RANGE MARKER, CONSTRUCTED OF STEEL, 27 FEET
 TU2627'IN HEIGHT IS NOW CENTERED OVER THE STATION.  A NEW DESCRIPTION
 TU2627'FOLLOWS--
 TU2627'
 TU2627'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, LOW, LAVA
 TU2627'MOUNT ON KEAHUOLU POINT, ABOUT 2 MILES SOUTH OF HONOKAHAU,
 TU2627'ABOUT 2 MILES WEST NORTHWEST OF KAILUA, ABOUT 0.1 MILE EAST
 TU2627'OF THE WESTERN END OF KEAHUOLU POINT AND ON A LEDGE ABOUT 3
 TU2627'FEET DOWN IN A NARROW FISSURE.
 TU2627'
 TU2627'THE STATION IS A STANDARD HYDROGRAPHIC DISK, UNSTAMPED, SET
 TU2627'IN AN IRREGULAR MASS OF CONCRETE.  THE DISK TILTS SHARPLY TO
 TU2627'THE EASTWARD.
 TU2627'
 TU2627'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEAHUOLU
 TU2627'1948, SET INTO A DRILL HOLE IN THE POINT OF AN ARROW WHICH WAS
 TU2627'FOUND CARVED IN SOLID, BEDROCK, LAVA.  IT IS LOCATED 10.514
 TU2627'METERS, 34.495 FEET SOUTHWEST OF REFERENCE MARK NUMBER 1 AND 2
 TU2627'FEET SOUTH OF A DEEP FISSURE.
 TU2627'
 TU2627'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEAHUOLU 1928,
 TU2627'SET INTO A DRILL HOLE IN SOLID, BEDROCK, LAVA WHICH IS FLUSH WITH
 TU2627'THE SURROUNDING ROCK.  IT IS LOCATED 7.894 METERS, 25.898 FEET
 TU2627'EAST OF THE STATION AND 7 FEET EAST OF THE JUNCTION OF TWO DEEP
 TU2627'FISSURES.  THIS MARK WAS OCCUPIED INSTEAD OF STATION.
 TU2627
 TU2627                          STATION RECOVERY (1964)
 TU2627
 TU2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU2627'STATION WAS RECOVERED AS DESCRIBED IN 1948 BY LCW.  THE
 TU2627'STATION MAY NOW BE MORE EASILY REACHED BY TAKING THE FAA
 TU2627'NAVIGATIONAL AID ROAD LEADING N FROM KONA AIRPORT FOR ABOUT
 TU2627'1.5 MI.  FROM THIS POINT PACK 0.3 MI. TO THE SE RANGE MARKER
 TU2627'AND THE STATION CENTERED BENEATH.
 TU2627
 TU2627                          STATION RECOVERY (1967)
 TU2627
 TU2627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2627'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2627'CONDITION.  LOCATED ABOUT 2 MILES WEST-NORTHWEST OF KAILUA,
 TU2627'3/4-MILE WEST-NORTHWEST OF THE NORTHWEST END OF THE KONA
 TU2627'AIRPORT RUNWAY, 1/2-MILE SOUTHWEST OF THE KONA AIRPORT VOR,
 TU2627'AND UNDER THE EAST 1 OF 2 LARGE RANGE MARKERS SETTING ABOUT
 TU2627'600 FEET APART.
 TU2627'
 TU2627'STATION MARK IS A STANDARD HYDROGRAPHIC DISK, UNSTAMPED,
 TU2627'CEMENTED IN A DRILL HOLE IN BEDROCK DOWN INSIDE A DEEP, NARROW
 TU2627'CRACK 3-1/2 FEET DEEP.  THE RANGE MARKER CENTERED OVER IT IS A
 TU2627'4-LEGGED, ANGLE-IRON STRUCTURE, WITH LEGS ON A 4-FOOT-SQUARE BASE,
 TU2627'WHICH HAS A VERY LARGE, 4-FINNED, PYRAMIDAL TARGET ON TOP,
 TU2627'PAINTED AN ORANGE AND WHITE CHECKERED PATTERN.
 TU2627'
 TU2627'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEAHUOLU
 TU2627'1 1928, CEMENTED IN A DRILL HOLE IN BEDROCK 6 FEET EAST OF A
 TU2627'LARGE FISSURE.  IT IS 25.940 FEET (7.907 M) EAST OF STATION.
 TU2627'
 TU2627'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAHUOLU
 TU2627'2 1948, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 18.228
 TU2627'FEET (5.556 M) SOUTHWEST OF STATION.
 TU2627
 TU2627                          STATION RECOVERY (1972)
 TU2627
 TU2627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2627'STATION AND ALL MARKS RECOVERED AS DESCRIBED BY D.M. WHIPP
 TU2627'(1967) IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2619 ***********************************************************************
 TU2619  DESIGNATION -  KEAHUOLU PT NE RNG MARKER
 TU2619  PID         -  TU2619
 TU2619  STATE/COUNTY-  HI/HAWAII
 TU2619  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2619
 TU2619                         *CURRENT SURVEY CONTROL
 TU2619  ___________________________________________________________________
 TU2619* NAD 83(1993)-  19 39 58.32956(N)    156 01 44.16236(W)     ADJUSTED  
 TU2619* LOCAL TIDAL -                                                        
 TU2619  ___________________________________________________________________
 TU2619  EPOCH DATE  -        1993.62
 TU2619  LAPLACE CORR-          24.42  (seconds)                    DEFLEC99
 TU2619  GEOID HEIGHT-          17.97  (meters)                     GEOID03
 TU2619
 TU2619  HORZ ORDER  -  THIRD
 TU2619
 TU2619.The horizontal coordinates were established by classical geodetic methods
 TU2619.and adjusted by the National Geodetic Survey in December 1998..
 TU2619.The horizontal coordinates are valid at the epoch date displayed above.
 TU2619.The epoch date for horizontal control is a decimal equivalence
 TU2619.of Year/Month/Day.
 TU2619
 TU2619
 TU2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2619
 TU2619.The geoid height was determined by GEOID03.
 TU2619
 TU2619;                    North         East     Units Scale Factor Converg.
 TU2619;SPC HI 1     -    92,277.632   444,534.096   MT  1.00000468   -0 10 40.8
 TU2619;UTM  04      - 2,177,264.142   811,547.626   MT  1.00079991   +1 00 02.5
 TU2619;UTM  05      - 2,177,371.245   182,379.944   MT  1.00084716   -1 01 12.8
 TU2619
 TU2619                          SUPERSEDED SURVEY CONTROL
 TU2619
 TU2619  NAD 83(1986)-  19 39 58.32865(N)    156 01 44.19127(W) AD(       ) 4
 TU2619  OLD HI      -  19 40 09.25400(N)    156 01 54.22100(W) AD(       ) 3
 TU2619
 TU2619.Superseded values are not recommended for survey control.
 TU2619.NGS no longer adjusts projects to the OLD HI datum.
 TU2619.See file dsdata.txt to determine how the superseded data were derived.
 TU2619
 TU2619_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1154877264(NAD 83)
 TU2619
 TU2619  HISTORY     - Date     Condition        Report By
 TU2619  HISTORY     - 1948     MONUMENTED       CGS
 TU2619  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2619  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2619
 TU2619                          STATION DESCRIPTION
 TU2619
 TU2619'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2619'THIS IS AN INTERSECTION STATION.
 TU2619'
 TU2619'THE STATION IS THE NORTHEASTERLY OF FOUR RANGE MARKERS WHICH ARE
 TU2619'LOCATED ON KEAHUOLU POINT.
 TU2619'
 TU2619'THE TARGET IS CONSTRUCTED OF CORRUGATED IRON, IS PYRAMIDAL IN
 TU2619'SHAPE, HAS A BASE OF 14 FEET AND IS SUPPORTED BY A STEEL FRAME
 TU2619'WORK WHICH IS 4 FEET SQUARE.
 TU2619'
 TU2619'THE TOTAL HEIGHT OF THE TARGET IS 8.24 METERS.
 TU2619
 TU2619                          STATION RECOVERY (1967)
 TU2619
 TU2619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2619'STATION WAS RECOVERED.  LOCATED ON NOIO POINT, ABOUT 3 MILES
 TU2619'NORTHWEST OF KAILUA-KONA, 1 MILE NORTHWEST OF THE KONA AIRPORT VOR,
 TU2619'AND 300 FEET SOUTH-SOUTHEAST OF THE SEA.  STATION IS THE CENTER
 TU2619'OF A VERY LARGE, 4-FINNED, PYRAMIDAL TARGET, CONSTRUCTED OF
 TU2619'CORRUGATED IRON AND PAINTED AN ORANGE AND WHITE CHECKERED
 TU2619'PATTERN, MOUNTED ON TOP OF AN ANGLE-IRON TOWER 4 FEET SQUARE.
 TU2619'TOP OF TARGET IS ABOUT 27 FEET ABOVE GROUND.
 TU2619
 TU2619                          STATION RECOVERY (1972)
 TU2619
 TU2619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2619'STATION RECOVERED AS DESCRIBED BY D.M. WHIPP (1967) IN GOOD
 TU2619'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2620 ***********************************************************************
 TU2620  DESIGNATION -  KEAHUOLU PT NW RNG MARKER
 TU2620  PID         -  TU2620
 TU2620  STATE/COUNTY-  HI/HAWAII
 TU2620  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2620
 TU2620                         *CURRENT SURVEY CONTROL
 TU2620  ___________________________________________________________________
 TU2620* NAD 83(1993)-  19 39 57.17312(N)    156 01 48.95637(W)     ADJUSTED  
 TU2620* LOCAL TIDAL -                                                        
 TU2620  ___________________________________________________________________
 TU2620  EPOCH DATE  -        1993.62
 TU2620  LAPLACE CORR-          24.45  (seconds)                    DEFLEC99
 TU2620  GEOID HEIGHT-          17.92  (meters)                     GEOID03
 TU2620
 TU2620  HORZ ORDER  -  THIRD
 TU2620
 TU2620.The horizontal coordinates were established by classical geodetic methods
 TU2620.and adjusted by the National Geodetic Survey in December 1998..
 TU2620.The horizontal coordinates are valid at the epoch date displayed above.
 TU2620.The epoch date for horizontal control is a decimal equivalence
 TU2620.of Year/Month/Day.
 TU2620
 TU2620
 TU2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2620
 TU2620.The geoid height was determined by GEOID03.
 TU2620
 TU2620;                    North         East     Units Scale Factor Converg.
 TU2620;SPC HI 1     -    92,242.506   444,394.339   MT  1.00000487   -0 10 42.4
 TU2620;UTM  04      - 2,177,226.118   811,408.510   MT  1.00079884   +1 00 00.8
 TU2620;UTM  05      - 2,177,338.149   182,239.567   MT  1.00084826   -1 01 14.3
 TU2620
 TU2620                          SUPERSEDED SURVEY CONTROL
 TU2620
 TU2620  NAD 83(1986)-  19 39 57.17223(N)    156 01 48.98532(W) AD(       ) 4
 TU2620  OLD HI      -  19 40 08.09800(N)    156 01 59.01600(W) AD(       ) 3
 TU2620
 TU2620.Superseded values are not recommended for survey control.
 TU2620.NGS no longer adjusts projects to the OLD HI datum.
 TU2620.See file dsdata.txt to determine how the superseded data were derived.
 TU2620
 TU2620_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1140977226(NAD 83)
 TU2620
 TU2620  HISTORY     - Date     Condition        Report By
 TU2620  HISTORY     - 1948     MONUMENTED       CGS
 TU2620  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2620  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2620
 TU2620                          STATION DESCRIPTION
 TU2620
 TU2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2620'THIS IS AN INTERSECTION STATION.
 TU2620'
 TU2620'THE STATION IS THE NORTHWESTERLY OF FOUR RANGE MARKERS WHICH ARE
 TU2620'LOCATED ON KEAUHOLU POINT.
 TU2620'
 TU2620'THE TARGET IS CONSTRUCTED OF CORRUGATED IRON, IS PYRAMIDAL IN
 TU2620'SHAPE, HAS A BASE OF 14 FEET AND IS SUPPORTED BY A STEEL FRAME
 TU2620'WORK WHICH IS FOUR FEET SQUARE.
 TU2620'
 TU2620'THE TOTAL HEIGHT OF THE TARGET IS 8.24 METERS.
 TU2620
 TU2620                          STATION RECOVERY (1967)
 TU2620
 TU2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2620'STATION WAS RECOVERED.  LOCATED ON NOIO POINT, ABOUT 3 MILES
 TU2620'NORTHWEST OF KAILUA-KONA, 1 MILE NORTHWEST OF THE KONA AIRPORT
 TU2620'VOR, AND 200 FEET SOUTHEAST OF THE SEA.  STATION IS THE CENTER
 TU2620'OF A VERY LARGE, 4-FINNED PYRAMIDAL TARGET, CONSTRUCTED OF
 TU2620'CORRUGATED IRON AND PAINTED AN ORANGE AND WHITE CHECKERED
 TU2620'PATTERN, MOUNTED ON TOP OF AN ANGLE-IRON TOWER 4 FEET SQUARE.
 TU2620'TOP OF TARGET IS ABOUT 27 FEET ABOVE GROUND.
 TU2620
 TU2620                          STATION RECOVERY (1971)
 TU2620
 TU2620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2620'THE STATION HAS BEEN DESTROYED.  THE REMAINS OF THE STEEL
 TU2620'TOWER WERE FOUND.
 TU2620'
 TU2620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2620'3 MILES NORTHWEST OF KAILUA-KONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2618 ***********************************************************************
 TU2618  DESIGNATION -  KEAHUOLU PT SW RNG MARKER
 TU2618  PID         -  TU2618
 TU2618  STATE/COUNTY-  HI/HAWAII
 TU2618  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2618
 TU2618                         *CURRENT SURVEY CONTROL
 TU2618  ___________________________________________________________________
 TU2618* NAD 83(1993)-  19 38 57.45763(N)    156 01 38.15719(W)     ADJUSTED  
 TU2618* LOCAL TIDAL -                                                        
 TU2618  ___________________________________________________________________
 TU2618  EPOCH DATE  -        1993.62
 TU2618  LAPLACE CORR-          24.65  (seconds)                    DEFLEC99
 TU2618  GEOID HEIGHT-          17.92  (meters)                     GEOID03
 TU2618
 TU2618  HORZ ORDER  -  THIRD
 TU2618
 TU2618.The horizontal coordinates were established by classical geodetic methods
 TU2618.and adjusted by the National Geodetic Survey in December 1998..
 TU2618.The horizontal coordinates are valid at the epoch date displayed above.
 TU2618.The epoch date for horizontal control is a decimal equivalence
 TU2618.of Year/Month/Day.
 TU2618
 TU2618
 TU2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2618
 TU2618.The geoid height was determined by GEOID03.
 TU2618
 TU2618;                    North         East     Units Scale Factor Converg.
 TU2618;SPC HI 1     -    90,405.278   444,703.228   MT  1.00000445   -0 10 38.3
 TU2618;UTM  04      - 2,175,394.173   811,755.387   MT  1.00080152   +1 00 01.5
 TU2618;UTM  05      - 2,175,495.029   182,521.668   MT  1.00084605   -1 01 07.7
 TU2618
 TU2618                          SUPERSEDED SURVEY CONTROL
 TU2618
 TU2618  NAD 83(1986)-  19 38 57.45606(N)    156 01 38.18582(W) AD(       ) 4
 TU2618  OLD HI      -  19 39 08.37400(N)    156 01 48.21600(W) AD(       ) 3
 TU2618
 TU2618.Superseded values are not recommended for survey control.
 TU2618.NGS no longer adjusts projects to the OLD HI datum.
 TU2618.See file dsdata.txt to determine how the superseded data were derived.
 TU2618
 TU2618_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1175575394(NAD 83)
 TU2618
 TU2618  HISTORY     - Date     Condition        Report By
 TU2618  HISTORY     - 1948     MONUMENTED       CGS
 TU2618  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2618  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2618  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2618
 TU2618                          STATION DESCRIPTION
 TU2618
 TU2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2618'THIS IS AN INTERSECTION STATION.
 TU2618'
 TU2618'THE STATION IS THE SOUTHWESTERLY OF FOUR RANGE MARKERS WHICH ARE
 TU2618'LOCATED ON KEAHUOLU POINT.
 TU2618'
 TU2618'THE TARGET IS CONSTRUCTED OF CORRUGATED IRON, IS PYRAMIDAL IN
 TU2618'SHAPE, HAS A BASE OF 14 FEET AND IS SUPPORTED BY STEEL FRAME
 TU2618'WORK WHICH IS 4 FEET SQUARE.
 TU2618'
 TU2618'THE TOTAL HEIGHT OF THE TARGET IS 8.24 METERS.
 TU2618
 TU2618                          STATION RECOVERY (1964)
 TU2618
 TU2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU2618'STATION RECOVERED AS ORIGINALLY DESCRIBED.  STATION MAY BE
 TU2618'EASILY REACHED BY FAA NAVIGATIONAL AID ROAD LEADING FROM KONA
 TU2618'AIRPORT.
 TU2618
 TU2618                          STATION RECOVERY (1967)
 TU2618
 TU2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2618'STATION WAS RECOVERED.  LOCATED ABOUT 2 MILES WEST-NORTHWEST OF
 TU2618'KAULUA-KONA, 1/2-MILE SOUTHWEST OF THE KONA AIRPORT VOR, ON
 TU2618'KEAHUOLU POINT, 300 FEET NORTHEAST OF THE SEA, AND 600 FEET WEST
 TU2618'OF A SIMILAR STRUCTURE.  STATION IS THE CENTER OF A VERY LARGE,
 TU2618'4-FINNED, PYRAMIDAL TARGET, CONSTRUCTED OF CORRUGATED IRON
 TU2618'AND PAINTED AN ORANGE AND WHITE CHECKERED PATTERN, MOUNTED ON
 TU2618'TOP OF AN ANGLE-IRON TOWER 4 FEET SQUARE.  TOP OF TARGET IS
 TU2618'ABOUT 27 FEET ABOVE GROUND.
 TU2618
 TU2618                          STATION RECOVERY (1972)
 TU2618
 TU2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2618'STATION WAS RECOVERED AS DESCRIBED BY D.M. WHIPP (1967) IN
 TU2618'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2626 ***********************************************************************
 TU2626  DESIGNATION -  KEAHUOLU RM 1
 TU2626  PID         -  TU2626
 TU2626  STATE/COUNTY-  HI/HAWAII
 TU2626  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2626
 TU2626                         *CURRENT SURVEY CONTROL
 TU2626  ___________________________________________________________________
 TU2626* NAD 83(1993)-  19 38 58.87524(N)    156 01 31.87243(W)     ADJUSTED  
 TU2626* LOCAL TIDAL -        14.0    (meters)      46.     (feet)  VERT ANG  
 TU2626  ___________________________________________________________________
 TU2626  EPOCH DATE  -        1993.62
 TU2626  LAPLACE CORR-          24.64  (seconds)                    DEFLEC99
 TU2626  GEOID HEIGHT-          17.99  (meters)                     GEOID03
 TU2626
 TU2626  HORZ ORDER  -  SECOND
 TU2626
 TU2626.The horizontal coordinates were established by classical geodetic methods
 TU2626.and adjusted by the National Geodetic Survey in December 1998..
 TU2626.The horizontal coordinates are valid at the epoch date displayed above.
 TU2626.The epoch date for horizontal control is a decimal equivalence
 TU2626.of Year/Month/Day.
 TU2626
 TU2626.The orthometric height was determined by vertical angle observations.
 TU2626
 TU2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2626
 TU2626.The geoid height was determined by GEOID03.
 TU2626
 TU2626;                    North         East     Units Scale Factor Converg.
 TU2626;SPC HI 1     -    90,448.304   444,886.453   MT  1.00000420   -0 10 36.2
 TU2626;UTM  04      - 2,175,440.994   811,937.835   MT  1.00080293   +1 00 03.7
 TU2626;UTM  05      - 2,175,535.393   182,705.659   MT  1.00084460   -1 01 05.7
 TU2626
 TU2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2626!SPC HI 1     -   0.99999497  x   1.00000420  =   0.99999917
 TU2626!UTM  04      -   0.99999497  x   1.00080293  =   1.00079790
 TU2626!UTM  05      -   0.99999497  x   1.00084460  =   1.00083957
 TU2626
 TU2626:                Primary Azimuth Mark                     Grid Az
 TU2626:SPC HI 1     -  KEA VORTAC 1972                          008 17 33.8
 TU2626:UTM  04      -  KEA VORTAC 1972                          007 06 53.9
 TU2626:UTM  05      -  KEA VORTAC 1972                          009 08 03.3
 TU2626
 TU2626|---------------------------------------------------------------------|
 TU2626| PID    Reference Object                     Distance      Geod. Az  |
 TU2626|                                                           dddmmss.s |
 TU2626| TU2630 KEA VORTAC 1972                     APPROX. 0.5 KM 0080657.6 |
 TU2626| TU2593 KAILUA MOKUAIKAUA CHURCH SPIRE      APPROX. 3.5 KM 1082054.3 |
 TU2626| TU2617 KAILUA LIGHTHOUSE                   APPROX. 2.9 KM 1165129.2 |
 TU2626| CN5412 KEAHUOLU RM 2                        10.489 METERS 24119     |
 TU2626| TU2618 KEAHUOLU PT SW RNG MARKER           188.208 METERS 25636     |
 TU2626| TU2627 KEAHUOLU                              7.894 METERS 27240     |
 TU2626| TU2622 KEAHOLE POINT LIGHTHOUSE            APPROX. 9.4 KM 3364310.1 |
 TU2626| TU2628 KEAHOLE 2                           APPROX. 9.0 KM 3374137.9 |
 TU2626| TU2620 KEAHUOLU PT NW RNG MARKER           APPROX. 1.9 KM 3442907.1 |
 TU2626| TU2619 KEAHUOLU PT NE RNG MARKER           APPROX. 1.9 KM 3485514.4 |
 TU2626|---------------------------------------------------------------------|
 TU2626
 TU2626                          SUPERSEDED SURVEY CONTROL
 TU2626
 TU2626  NAD 83(1986)-  19 38 58.87351(N)    156 01 31.90122(W) AD(       ) 2
 TU2626  OLD HI      -  19 39 09.79100(N)    156 01 41.93100(W) AD(       ) 2
 TU2626
 TU2626.Superseded values are not recommended for survey control.
 TU2626.NGS no longer adjusts projects to the OLD HI datum.
 TU2626.See file dsdata.txt to determine how the superseded data were derived.
 TU2626
 TU2626_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1193875441(NAD 83)
 TU2626_MARKER: Z = SEE DESCRIPTION
 TU2626_SETTING: 0 = UNSPECIFIED SETTING
 TU2626
 TU2626  HISTORY     - Date     Condition        Report By
 TU2626  HISTORY     - 1948     MONUMENTED       CGS
 TU2626  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2626  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2626  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2626  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2626
 TU2626                          STATION DESCRIPTION
 TU2626
 TU2626'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2626'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, LOW, LAVA
 TU2626'MOUND ON KEAHUOLU POINT, ABOUT 2 MILES SOUTH OF HONOKAHAU, ABOUT
 TU2626'2 MILES WEST NORTHWEST OF KAILUA, ABOUT 0.1 MILE EAST OF THE
 TU2626'WESTERN END OF KEAHUOLU POINT, 25.898 FEET EAST OF A STEEL RANGE
 TU2626'MARKER AND 7 FEET EAST OF THE JUNCTION OF TWO DEEP FISSURES.
 TU2626'
 TU2626'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED KEAHUOLU
 TU2626'1928, SET INTO A DRILL HOLE IN FRAGMENTED LAVA WHICH IS FLUSH
 TU2626'WITH THE SURROUNDING ROCK.
 TU2626'
 TU2626'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEAHUOLU
 TU2626'1948, SET INTO A DRILL HOLE IN SOLID LAVA WHICH IS FLUSH WITH THE
 TU2626'SURROUNDING ROCK.  THE ARROW ON THIS DISK POINTS TO THE
 TU2626'TRIANGULATION STATION KEAHUOLU.  IT IS LOCATED 2 FEET SOUTH OF A
 TU2626'DEEP FISSURE.
 TU2626'
 TU2626'TO REACH FROM THE POST OFFICE IN KAILUA.  GO WESTERLY, THROUGH
 TU2626'THE LUMBER YARD, FOR 0.1 MILE.  PASS THROUGH A BOARD GATE AND
 TU2626'CONTINUE WESTERLY FOR 0.25 MILE.  PASS THROUGH THE GROUNDS OF
 TU2626'THE KAILUA LIGHTHOUSE AND CONTINUE WESTERLY, ON THE BEACH ROAD,
 TU2626'FOR 1.4 MILES TO THE END OF TRUCK TRAVEL AT A SMALL SHACK.  FROM
 TU2626'THIS POINT PACK WESTERLY, KEEPING CLOSE TO THE BEACH, FOR ABOUT
 TU2626'0.7 MILE TO A LOW LAVA MOUND AND THE STATION.
 TU2626'
 TU2626'TRIANGULATION STATION KEAHUOLU IS A STANDARD HYDROGRAPHIC
 TU2626'DISK, SET IN CEMENT ON A SMALL LEDGE IN A DEEP FISSURE.  IT IS
 TU2626'ABOUT 3 FEET BELOW THE SURFACE OF THE GENERAL LEVEL OF THE
 TU2626'SURROUNDING LAVA.  THE DISK IS UNSTAMPED.  A RANGE MARKER 27 FEET
 TU2626'IN HEIGHT, CONSTRUCTED OF STEEL, IS CENTERED OVER THIS MARK.
 TU2626
 TU2626                          STATION RECOVERY (1964)
 TU2626
 TU2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU2626'STATION RECOVERED AS ORIGINALLY DESCRIBED.  THE STATION MAY
 TU2626'NOW BE MORE EASILY REACHED BY TAKING THE FAA NAVIGATIONAL AID
 TU2626'ROAD LEADING N FROM KONA AIRPORT FOR ABOUT 1.5 MI.  FROM THIS
 TU2626'POINT PACK 0.3 MI. TO THE SE RANGE MARKER AND THE STATION.
 TU2626
 TU2626                          STATION RECOVERY (1967)
 TU2626
 TU2626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2626'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2626'COMPLETE DESCRIPTION FOLLOWS--
 TU2626'
 TU2626'STATION IS LOCATED ABOUT 2 MILES WEST-NORTHWEST OF KAILUA-KONA,
 TU2626'3/4 MILE WEST-NORTHWEST OF THE NORTHWEST END OF THE KONA AIRPORT
 TU2626'RUNWAY, 300 YARDS NORTH OF KEAHUOLU POINT, 1/2-MILE SOUTHWEST OF
 TU2626'THE KONA AIRPORT VOR, AND NEAR THE EAST 1 OF 2 LARGE RANGE MARKERS
 TU2626'SETTING ABOUT 600 FEET APART, ON A LOW, LAVA MOUND.
 TU2626'
 TU2626'TO REACH STATION FROM THE POST OFFICE IN KAILUA-KONA, GO NORTH
 TU2626'ON STATE HIGHWAY 19 FOR 0.4 MILE TO MACADAM SIDE ROAD LEFT, AT
 TU2626'SIGN HONOKAHAU.  TURN LEFT AND GO 0.85 MILE TO GRAVEL SIDE ROAD
 TU2626'LEFT, WITH CHAIN GATE.  TURN LEFT AND GO 1.45 MILE TO THE VOR
 TU2626'SITE AND END OF TRUCK TRAVEL.  PACK SOUTHWEST ACROSS LAVA FIELD
 TU2626'ABOUT 1/2-MILE TO STATION.
 TU2626'
 TU2626'STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 TU2626'KEAHUOLU 1 1928, CEMENTED IN A DRILL HOLE IN BEDROCK 6 FEET
 TU2626'EAST OF A LARGE FISSURE AND 25.94 FEET EAST OF THE CENTER OF THE
 TU2626'RANGE MARKER TOWER.
 TU2626'
 TU2626'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAHUOLU
 TU2626'2 1948, CEMENTED IN A DRILL HOLE IN BEDROCK 3 FEET SOUTH OF A
 TU2626'LARGE FISSURE, 11 FEET EAST-NORTHEAST OF THE ANCHOR OF THE
 TU2626'SOUTHWEST GUY-CABLE OF THE RANGE TOWER, AND 1.6 FEET LOWER
 TU2626'THAN STATION MARK.  THE ARROW OF THE DISK POINTS TOWARD THE
 TU2626'CENTER OF THE RANGE MARKER TOWER AND STATION KEAHUOLU 1882.
 TU2626'
 TU2626'KEAHUOLU 1882 IS MARKED WITH A STANDARD HYDROGRAPHIC DISK,
 TU2626'UNSTAMPED, CEMENTED IN A DRILL HOLE IN BEDROCK DOWN INSIDE
 TU2626'A DEEP, NARROW CRACK 3-1/2 FEET DEEP.  IT IS UNDER THE CENTER
 TU2626'OF A RANGE MARKER TOWER, A 4-LEGGED, ANGLE-IRON STRUCTURE, WITH
 TU2626'LEGS ON A 4-FOOT-SQUARE BASE, WHICH HAS A VERY LARGE, 4-FINNED,
 TU2626'TRIANGULAR TARGET ON TOP, PAINTED AN ORANGE AND WHITE CHECKERED
 TU2626'DESIGN.
 TU2626
 TU2626                          STATION RECOVERY (1972)
 TU2626
 TU2626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2626'STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY
 TU2626'D.M. WHIPP (1967) IN GOOD CONDITION.
 TU2626'
 TU2626'THE STATION CAN NOW BEST BE REACHED BY PROCEEDING EASTERLY ON
 TU2626'STATE HWY 19 FROM THE KAILUA POST OFFICE FOR 0.1 MILE TO THE
 TU2626'NEW KONA AIRPORT ROAD.  TURN LEFT AND PROCEED FOR APPROXIMATELY
 TU2626'1 MILE TO THE FAA NAVIGATION AID ROAD ON THE LEFT.  TURN LEFT
 TU2626'AND PROCEED APPROXIMATELY 1 MILE TO THE VORTAC STRUCTURE AND
 TU2626'THE END OF TRUCK TRAVEL.  PACK SW ACROSS THE LAVA FIELD
 TU2626'APPROXIMATELY 0.3 MILE TO THE STATION.
 TU2626
 TU2626                          STATION RECOVERY (1977)
 TU2626
 TU2626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 TU2626'THE STATION MARK, REFERENCE MARK 2, AND TRIANGULATION STATION
 TU2626'KEAHUOLU 1882 WERE RECOVERED IN GOOD CONDITION AND THE 1948
 TU2626'DESCRIPTION IS ADEQUATE.
 TU2626'
 TU2626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2626'2 MILES NORTHWEST OF KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2357 ***********************************************************************
 TU2357  DESIGNATION -  KEAIWA CAIRN
 TU2357  PID         -  TU2357
 TU2357  STATE/COUNTY-  HI/HAWAII
 TU2357  USGS QUAD   -  PAHALA (1995)
 TU2357
 TU2357                         *CURRENT SURVEY CONTROL
 TU2357  ___________________________________________________________________
 TU2357* NAD 83(1993)-  19 11 18.17126(N)    155 23 59.02931(W)     ADJUSTED  
 TU2357* LOCAL TIDAL -                                                        
 TU2357  ___________________________________________________________________
 TU2357  EPOCH DATE  -        1993.62
 TU2357  LAPLACE CORR-         -11.84  (seconds)                    DEFLEC99
 TU2357  GEOID HEIGHT-          19.00  (meters)                     GEOID03
 TU2357
 TU2357  HORZ ORDER  -  THIRD
 TU2357
 TU2357.The horizontal coordinates were established by classical geodetic methods
 TU2357.and adjusted by the National Geodetic Survey in December 1998..
 TU2357.The horizontal coordinates are valid at the epoch date displayed above.
 TU2357.The epoch date for horizontal control is a decimal equivalence
 TU2357.of Year/Month/Day.
 TU2357
 TU2357
 TU2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2357
 TU2357.The geoid height was determined by GEOID03.
 TU2357
 TU2357;                    North         East     Units Scale Factor Converg.
 TU2357;SPC HI 1     -    39,302.721   510,545.307   MT  0.99996804   +0 01 58.6
 TU2357;UTM  05      - 2,123,409.192   247,655.988   MT  1.00038721   -0 47 20.9
 TU2357
 TU2357                          SUPERSEDED SURVEY CONTROL
 TU2357
 TU2357  NAD 83(1986)-  19 11 18.13897(N)    155 23 59.04902(W) AD(       ) 4
 TU2357  OLD HI      -  19 11 28.99000(N)    155 24 09.10000(W) AD(       ) 3
 TU2357
 TU2357.Superseded values are not recommended for survey control.
 TU2357.NGS no longer adjusts projects to the OLD HI datum.
 TU2357.See file dsdata.txt to determine how the superseded data were derived.
 TU2357
 TU2357_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4765623409(NAD 83)
 TU2357
 TU2357  HISTORY     - Date     Condition        Report By
 TU2357  HISTORY     - 1914     MONUMENTED       CGS
 TU2357
 TU2357                          STATION DESCRIPTION
 TU2357
 TU2357'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2357'IN SOUTHERN PART OF HAWAII, NEAR THE EDGE OF THE LOW CLIFFS AT A
 TU2357'SMALL POINT 2-1/3 MILES BELOW PUU ULAULA (HILL), WHICH BEARS
 TU2357'N. 72 DEG W. (MAG.) FROM THE STATION.  MARKED BY A LARGE CAIRN,
 TU2357'WHITEWASHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2833 ***********************************************************************
 TU2833  DESIGNATION -  KEAKAAMANU 1878
 TU2833  PID         -  TU2833
 TU2833  STATE/COUNTY-  HI/MAUI
 TU2833  USGS QUAD   -  HANA (1983)
 TU2833
 TU2833                         *CURRENT SURVEY CONTROL
 TU2833  ___________________________________________________________________
 TU2833* NAD 83(1993)-  20 43 32.53146(N)    156 00 27.27952(W)     ADJUSTED  
 TU2833* LOCAL TIDAL -       381.     (meters)    1250.     (feet)  SCALED    
 TU2833  ___________________________________________________________________
 TU2833  EPOCH DATE  -        1993.62
 TU2833  LAPLACE CORR-         -15.57  (seconds)                    DEFLEC99
 TU2833  GEOID HEIGHT-          14.92  (meters)                     GEOID03
 TU2833
 TU2833  HORZ ORDER  -  THIRD
 TU2833
 TU2833.The horizontal coordinates were established by classical geodetic methods
 TU2833.and adjusted by the National Geodetic Survey in December 1998..
 TU2833.The horizontal coordinates are valid at the epoch date displayed above.
 TU2833.The epoch date for horizontal control is a decimal equivalence
 TU2833.of Year/Month/Day.
 TU2833
 TU2833.The orthometric height was scaled from a topographic map.
 TU2833
 TU2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2833
 TU2833.The geoid height was determined by GEOID03.
 TU2833
 TU2833;                    North         East     Units Scale Factor Converg.
 TU2833;SPC HI 2     -    43,577.937   568,649.016   MT  1.00002488   +0 13 59.7
 TU2833;UTM  04      - 2,294,673.083   811,670.467   MT  1.00080067   +1 03 35.5
 TU2833;UTM  05      - 2,294,702.379   186,749.969   MT  1.00081287   -1 03 54.9
 TU2833
 TU2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2833!SPC HI 2     -   0.99993777  x   1.00002488  =   0.99996265
 TU2833!UTM  04      -   0.99993777  x   1.00080067  =   1.00073839
 TU2833!UTM  05      -   0.99993777  x   1.00081287  =   1.00075059
 TU2833
 TU2833:                Primary Azimuth Mark                     Grid Az
 TU2833:SPC HI 2     -  KAIHUAKALA 1904                          318 10 43.6
 TU2833:UTM  04      -  KAIHUAKALA 1904                          317 21 07.8
 TU2833:UTM  05      -  KAIHUAKALA 1904                          319 28 38.2
 TU2833
 TU2833|---------------------------------------------------------------------|
 TU2833| PID    Reference Object                     Distance      Geod. Az  |
 TU2833|                                                           dddmmss.s |
 TU2833| TU2812 KAIHUAKALA 1904                     APPROX. 2.4 KM 3182443.3 |
 TU2833|---------------------------------------------------------------------|
 TU2833
 TU2833                          SUPERSEDED SURVEY CONTROL
 TU2833
 TU2833  NAD 83(1986)-  20 43 32.50016(N)    156 00 27.30068(W) AD(       ) 3
 TU2833  OLD HI      -  20 43 46.43000(N)    156 00 37.50000(W) AD(       ) 3
 TU2833
 TU2833.Superseded values are not recommended for survey control.
 TU2833.NGS no longer adjusts projects to the OLD HI datum.
 TU2833.See file dsdata.txt to determine how the superseded data were derived.
 TU2833
 TU2833_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1167094673(NAD 83)
 TU2833
 TU2833  HISTORY     - Date     Condition        Report By
 TU2833  HISTORY     - 1878     MONUMENTED       CGS
 TU2833  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2833  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2833
 TU2833                          STATION DESCRIPTION
 TU2833
 TU2833'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU2833'AT THE EASTERN END OF MAUI, IN HANA DISTRICT, ON THE SUMMIT OF A
 TU2833'CONSPICUOUS HILL ON THE SOUTHERN BOUNDARY OF THE LAND OF
 TU2833'HANEOO.  THE HILL CAN BE MOST READILY APPROACHED FROM THE
 TU2833'NORTHEAST.  MARKED (IN 1912) BY A 2-INCH GALVANIZED IRON PIPE
 TU2833'SET IN A BLOCK OF CONCRETE.
 TU2833
 TU2833                          STATION RECOVERY (1950)
 TU2833
 TU2833'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2833'NEITHER THE 1878 NOR THE 1912 STATIONS WERE RECOVERED.  IN 1878
 TU2833'THE STATION WAS MARKED BY A REDWOOD POST AND CAIRN AND IN 1912
 TU2833'IT WAS REPORTED MARKED WITH A 2 INCH IRON PIPE WHICH WAS SET IN A
 TU2833'BLOCK OF CONCRETE.  AT THE TIME OF THIS 1950 SURVEY, A 1 INCH IRON
 TU2833'PIPE SET INTO A CYLINDRICAL CONCRETE POST WAS RECOVERED, HOWEVER
 TU2833'THIS POST WAS LOOSE IN THE SOIL AND AT A FORTY FIVE DEGREE
 TU2833'TILT.  THE CONCRETE CYLINDER WAS STRAIGHTENED AND A STANDARD
 TU2833'DISK, STAMPED NEAKAAMANU 1950, WAS SET IN THE CENTER OF THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2832 ***********************************************************************
 TU2832  DESIGNATION -  KEAKAAMANU 2
 TU2832  PID         -  TU2832
 TU2832  STATE/COUNTY-  HI/MAUI
 TU2832  USGS QUAD   -  HANA (1983)
 TU2832
 TU2832                         *CURRENT SURVEY CONTROL
 TU2832  ___________________________________________________________________
 TU2832* NAD 83(1993)-  20 43 34.82761(N)    156 00 27.19134(W)     ADJUSTED  
 TU2832* LOCAL TIDAL -       380.9    (meters)    1250.     (feet)  VERT ANG  
 TU2832  ___________________________________________________________________
 TU2832  EPOCH DATE  -        1993.62
 TU2832  LAPLACE CORR-         -15.59  (seconds)                    DEFLEC99
 TU2832  GEOID HEIGHT-          14.92  (meters)                     GEOID03
 TU2832
 TU2832  HORZ ORDER  -  FIRST
 TU2832
 TU2832.The horizontal coordinates were established by classical geodetic methods
 TU2832.and adjusted by the National Geodetic Survey in December 1998..
 TU2832.The horizontal coordinates are valid at the epoch date displayed above.
 TU2832.The epoch date for horizontal control is a decimal equivalence
 TU2832.of Year/Month/Day.
 TU2832
 TU2832.The orthometric height was determined by vertical angle observations.
 TU2832
 TU2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2832
 TU2832.The geoid height was determined by GEOID03.
 TU2832
 TU2832;                    North         East     Units Scale Factor Converg.
 TU2832;SPC HI 2     -    43,648.564   568,651.280   MT  1.00002489   +0 13 59.8
 TU2832;UTM  04      - 2,294,743.790   811,671.713   MT  1.00080068   +1 03 35.6
 TU2832;UTM  05      - 2,294,772.992   186,753.836   MT  1.00081284   -1 03 54.9
 TU2832
 TU2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2832!SPC HI 2     -   0.99993779  x   1.00002489  =   0.99996268
 TU2832!UTM  04      -   0.99993779  x   1.00080068  =   1.00073842
 TU2832!UTM  05      -   0.99993779  x   1.00081284  =   1.00075058
 TU2832
 TU2832:                Primary Azimuth Mark                     Grid Az
 TU2832:SPC HI 2     -  PUUIKI CATHOLIC CHURCH SPIRE             160 41 46.3
 TU2832:UTM  04      -  PUUIKI CATHOLIC CHURCH SPIRE             159 52 10.5
 TU2832:UTM  05      -  PUUIKI CATHOLIC CHURCH SPIRE             161 59 41.0
 TU2832
 TU2832|---------------------------------------------------------------------|
 TU2832| PID    Reference Object                     Distance      Geod. Az  |
 TU2832|                                                           dddmmss.s |
 TU2832| TU2805 PUUIKI CATHOLIC CHURCH SPIRE        APPROX. 2.8 KM 1605546.1 |
 TU2832| CN5413 KEAKAAMANU 2 RM 1                     5.924 METERS 23457     |
 TU2832| CN5414 KEAKAAMANU 2 RM 2                     7.034 METERS 31856     |
 TU2832|---------------------------------------------------------------------|
 TU2832
 TU2832                          SUPERSEDED SURVEY CONTROL
 TU2832
 TU2832  NAD 83(1986)-  20 43 34.79537(N)    156 00 27.21249(W) AD(       ) 1
 TU2832  OLD HI      -  20 43 46.30300(N)    156 00 37.27900(W) AD(       ) 1
 TU2832
 TU2832.Superseded values are not recommended for survey control.
 TU2832.NGS no longer adjusts projects to the OLD HI datum.
 TU2832.See file dsdata.txt to determine how the superseded data were derived.
 TU2832
 TU2832_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1167294744(NAD 83)
 TU2832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2832
 TU2832  HISTORY     - Date     Condition        Report By
 TU2832  HISTORY     - 1950     MONUMENTED       CGS
 TU2832  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2832
 TU2832                          STATION DESCRIPTION
 TU2832
 TU2832'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2832'THE STATION IS LOCATED ON THE NORTHERLY SUMMIT OF A FERN AND
 TU2832'BRUSH COVERED HILL, NAMED KEAKAAMANU, WHICH LIES ABOUT 2.5 MILES
 TU2832'SOUTHWEST OF HANA AND 2.0 MILES WEST OF ALAU ISLAND.  A TREE
 TU2832'ROW, RUNNING NORTH AND SOUTH, CROSSES OVER THE SUMMIT OF THE
 TU2832'STATION HILL AND THE MARK IS SET 6 FEET NORTH OF THE
 TU2832'NORTHERNMOST TREE.
 TU2832'
 TU2832'THIS STATION WAS ORIGINALLY ESTABLISHED BY THE HAWAII GOVERNMENT
 TU2832'SURVEY IN 1878 AND WAS MARKED BY A REDWOOD POST AND CAIRN.  IN
 TU2832'1912 THE STATION WAS REMARKED WITH A 2 INCH PIPE SET IN A BLOCK
 TU2832'OF CONCRETE.  AT THE TIME OF THIS 1950 SURVEY, A 1 INCH PIPE SET
 TU2832'INTO A CYLINDRICAL CONCRETE POST WAS RECOVERED, HOWEVER, THIS
 TU2832'POST WAS LOOSE IN THE GROUND AND AT A FORTY FIVE DEGREE
 TU2832'TILT.  THE CONCRETE CYLINDER WAS STRAIGHTENED AND A STANDARD
 TU2832'DISK WAS SET IN THE CENTER OF THE PIPE.
 TU2832'
 TU2832'THE STATION IS A STANDARD DISK, STAMPED KEAKAAMANU 1950, SET IN
 TU2832'THE TOP OF A CYLINDRICAL CONCRETE POST WHICH PROJECTS ABOUT 2
 TU2832'INCHES.
 TU2832'
 TU2832'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEAKAAMANU
 TU2832'NO 1 1950, SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2832'ABOUT 2 FEET.  IT IS LOCATED AT THE NORTHERLY END OF A TREE ROW
 TU2832'AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU2832'
 TU2832'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEAKAAMANU
 TU2832'NO 2 1950, SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH
 TU2832'PROJECTS ABOUT 2 FEET.  IT IS LOCATED AT THE NORTHERLY EDGE OF
 TU2832'THE HILL ABOUT 2 FEET HIGHER THAN THE STATION.
 TU2832
 TU2832                          STATION RECOVERY (1968)
 TU2832
 TU2832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2832'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  AN
 TU2832'ERROR WAS FOUND IN THE PUBLISHED DISTANCE TO RM NO. 2 IN METERS,
 TU2832'APPARENTLY A MISREADING OF THE TAPE, BECAUSE THE DISTANCE IN
 TU2832'FEET CHECKED CLOSELY.  THE DISTANCES WERE DOUBLE-CHECKED AND THE
 TU2832'1968 LISTING IS CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2832'
 TU2832'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF HANA AND 1 MILE
 TU2832'EAST OF STATE HIGHWAY 31, ON THE SUMMIT OF A BRUSHY HILL OF
 TU2832'ABOUT 1250 FEET ELEVATION THAT HAS A PROMINENT ROW OF LARGE
 TU2832'EUCALYPTUS TREES RUNNING OVER THE SUMMIT IN A NORTH-SOUTH LINE.
 TU2832'
 TU2832'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2832'STATE HIGHWAY 31 FOR 1.6 MILES TO WIRE GATE ON RIGHT.  PASS
 TU2832'THROUGH GATE AND PICK WAY UP THROUGH PASTURE LAND FOR 1.0 MILE
 TU2832'TO END OF TRUCK TRAVEL AT FENCE LINE BY THE TREE ROW.  PACK
 TU2832'SOUTHERLY, GENERALLY ALONG THE TREE ROW, FOR ABOUT 1/3-MILE TO
 TU2832'TOP AND STATION.  ABOUT A 1-HOUR PACK DUE TO BRUSH.
 TU2832'
 TU2832'STATION MARK IS A STANDARD DISK STAMPED KEAKAAMANU 1950, SET IN
 TU2832'THE TOP OF A 6-INCH-DIAMETER, CONCRETE CYLINDER THAT PROJECTS 3
 TU2832'INCHES FROM THE GROUND.  IT IS IN A SMALL BARE AREA ON THE NORTH
 TU2832'POINT OF THE HILL, 6 FEET NORTH OF THE NORTHERNMOST TREE OF THE
 TU2832'LARGE TREES ON THE HILL.
 TU2832'
 TU2832'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEEKAAMANU
 TU2832'NO 1 1950, SET IN THE TOP OF A 2-1/2-INCH IRON PIPE THAT PROJECTS
 TU2832'12 INCHES FROM GROUND.  IT IS 2 FEET HIGHER THAN STATION MARK.
 TU2832'
 TU2832'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAKAAMANU
 TU2832'NO 2 1950, SET IN THE TOP OF A 2-1/2-INCH IRON PIPE THAT PROJECTS
 TU2832'14 INCHES FROM GROUND.  IT IS 2-1/2 FEET HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2423 ***********************************************************************
 TU2423  DESIGNATION -  KEAKAPULU
 TU2423  PID         -  TU2423
 TU2423  STATE/COUNTY-  HI/HAWAII
 TU2423  USGS QUAD   -  WOOD VALLEY (1981)
 TU2423
 TU2423                         *CURRENT SURVEY CONTROL
 TU2423  ___________________________________________________________________
 TU2423* NAD 83(1993)-  19 21 55.03103(N)    155 25 15.18198(W)     ADJUSTED  
 TU2423* LOCAL TIDAL -      1246.9    (meters)    4091.     (feet)  VERT ANG  
 TU2423  ___________________________________________________________________
 TU2423  EPOCH DATE  -        1993.62
 TU2423  LAPLACE CORR-         -12.43  (seconds)                    DEFLEC99
 TU2423  GEOID HEIGHT-          24.24  (meters)                     GEOID03
 TU2423
 TU2423  HORZ ORDER  -  FIRST
 TU2423
 TU2423.The horizontal coordinates were established by classical geodetic methods
 TU2423.and adjusted by the National Geodetic Survey in December 1998..
 TU2423.The horizontal coordinates are valid at the epoch date displayed above.
 TU2423.The epoch date for horizontal control is a decimal equivalence
 TU2423.of Year/Month/Day.
 TU2423
 TU2423.The orthometric height was determined by vertical angle observations.
 TU2423
 TU2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2423
 TU2423.The geoid height was determined by GEOID03.
 TU2423
 TU2423;                    North         East     Units Scale Factor Converg.
 TU2423;SPC HI 1     -    58,883.562   508,311.674   MT  0.99996752   +0 01 34.4
 TU2423;UTM  05      - 2,143,028.536   245,703.950   MT  1.00039941   -0 48 11.4
 TU2423
 TU2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2423!SPC HI 1     -   0.99980022  x   0.99996752  =   0.99976775
 TU2423!UTM  05      -   0.99980022  x   1.00039941  =   1.00019955
 TU2423
 TU2423|---------------------------------------------------------------------|
 TU2423| PID    Reference Object                     Distance      Geod. Az  |
 TU2423|                                                           dddmmss.s |
 TU2423| CN5416 KEAKAPULU RM 2                        7.159 METERS 02213     |
 TU2423| TU2406 KAMAKAIA RESET                      APPROX. 8.8 KM 1434604.6 |
 TU2423| TU2424 4089                                  0.346 METERS 20715     |
 TU2423| CN5415 KEAKAPULU RM 1                        4.694 METERS 27056     |
 TU2423|---------------------------------------------------------------------|
 TU2423
 TU2423                          SUPERSEDED SURVEY CONTROL
 TU2423
 TU2423  NAD 83(1986)-  19 21 55.01410(N)    155 25 15.22241(W) AD(       ) 1
 TU2423  OLD HI      -  19 22 05.89401(N)    155 25 25.22616(W) AD(       ) 1
 TU2423
 TU2423.Superseded values are not recommended for survey control.
 TU2423.NGS no longer adjusts projects to the OLD HI datum.
 TU2423.See file dsdata.txt to determine how the superseded data were derived.
 TU2423
 TU2423_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4570443029(NAD 83)
 TU2423_MARKER: Z = SEE DESCRIPTION
 TU2423_SETTING: 0 = UNSPECIFIED SETTING
 TU2423
 TU2423  HISTORY     - Date     Condition        Report By
 TU2423  HISTORY     - 1949     MONUMENTED       CGS
 TU2423  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2423  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2423
 TU2423                          STATION DESCRIPTION
 TU2423
 TU2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2423'THE STATION IS LOCATED NEAR THE SOUTHERLY EDGE OF KEAKAPULU FLATS
 TU2423'AT ABOUT A 4000 FOOT ELEVATION.  IT IS ABOUT 12 MILES WEST
 TU2423'SOUTHWEST OF THE HAWAIIAN NATIONAL PARK HEADQUARTERS, ABOUT 7
 TU2423'MILES NORTH NORTHEAST OF THE KAPAPALA RANCH, ABOUT 3 MILES
 TU2423'NORTHWEST OF THE HIGHWAY WHICH RUNS BETWEEN HILO AND NAALEHU,
 TU2423'ABOUT 0.7 MILE NORTH OF AINAPO, ABOUT 100 YARDS EAST OF THE
 TU2423'AINAPO TRAIL AND 107 FEET EAST OF A LARGE KOA TREE.
 TU2423'
 TU2423'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO EAST AND NORTH,
 TU2423'ON THE ROAD WHICH LEADS TOWARD HILO, FOR 18.5 MILES TO A POINT
 TU2423'WHERE A DIRT ROAD LEADS NORTHWEST, TOWARD THE KAPAPALA
 TU2423'RANCH.  CONTINUE STRAIGHT AHEAD, TOWARD HILO, FOR 4.7 MILES.  PASS
 TU2423'SHED AND BUILDINGS TO THE LEFT HAND SIDE OF THE ROAD AND CONTINUE
 TU2423'NORTHEAST, ON HIGHWAY, FOR 0.1 MILE.  TURN LEFT, PASS THROUGH A
 TU2423'BOARD GATE, AND GO NORTHERLY, ON A DIM TRACK ROAD FOR 1.5
 TU2423'MILES.  TAKE THE RIGHT HAND FORK AND GO NORTHERLY, UP GRADE
 TU2423'FOR 0.4 MILE.  PASS THROUGH A BOARD GATE IN A FENCE CORNER,
 TU2423'BARE RIGHT, AND FOLLOW A DIM TRACK ROAD NORTHERLY FOR ABOUT
 TU2423'1.5 MILES TO A RANCH HOUSE AT AINAPO.  PASS TO THE LEFT HAND
 TU2423'SIDE OF DWELLINGS AND PICK UP THE OLD AINAPO TRAIL TO THE
 TU2423'NORTHEAST OF ROCK ENCLOSURE.  FOLLOW THE TRAIL, WHICH IS
 TU2423'MARKED BY 2 INCH PIPES DRIVEN INTO THE GROUND, NORTHERLY,
 TU2423'FOR 0.9 MILE TO THE EDGE OF THE BENCH LAND.  TURN RIGHT AND
 TU2423'GO EASTERLY, ACROSS COUNTRY, FOR ABOUT 100 YARDS TO THE
 TU2423'STATION.
 TU2423'
 TU2423'THE STATION IS A STANDARD DISK, STAMPED KEAKAPULU 1949, SET
 TU2423'INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE
 TU2423'OF THE SURROUNDING ROCK.
 TU2423'
 TU2423'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEAKAPULU
 TU2423'NO 1 1949, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 TU2423'THE SURFACE OF THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 TU2423'THE STATION.
 TU2423'
 TU2423'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEAKAPULU
 TU2423'NO 2 1949, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 TU2423'THE SURFACE OF THE SURROUNDING ROCK AND IS ABOUT THE SAME
 TU2423'ELEVATION AS THE STATION.
 TU2423'
 TU2423'THE BENCH MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK SET INTO
 TU2423'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2423'SURROUNDING ROCK AND IS THE SAME ELEVATION AS THE STATION.  IT
 TU2423'IS STAMPED 4089.
 TU2423
 TU2423                          STATION RECOVERY (1967)
 TU2423
 TU2423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2423'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2423'COMPLETE DESCRIPTION FOLLOWS--
 TU2423'
 TU2423'STATION IS LOCATED ABOUT 12 MILES WEST-SOUTHWEST OF THE HAWAII
 TU2423'VOLCANOES NATIONAL PARK HEADQUARTERS, 2-1/4 MILES NORTHWEST OF
 TU2423'STATE HIGHWAY 11, 3/4-MILE NORTH OF OLD HOUSE, 0.1 MILE EAST OF
 TU2423'AINAPO TRAIL, AND 700 FEET SOUTHEAST OF A FENCE LINE, IN BRUSHY
 TU2423'PASTURE, ALONG THE SOUTHEAST EDGE OF BENCH-LAND, WHERE IT BEGINS
 TU2423'TO DROP DOWN TO SOUTHEAST.
 TU2423'
 TU2423'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2423'HEADQUARTERS BUILDING, GO WEST ON CRATER RIM ROAD 1.8 MILES.  TURN
 TU2423'RIGHT AND GO 0.1 MILE.  TURN LEFT AND GO SOUTHWEST ON STATE
 TU2423'HIGHWAY 11 FOR 10.2 MILES TO METAL GATE ON RIGHT.  PASS THROUGH
 TU2423'GATE AND GO 0.1 MILE.  TURN LEFT AND FOLLOW OLD MACADAM ROAD
 TU2423'SOUTHWEST 1.1 MILES TO METAL GATE ON RIGHT.  PASS THROUGH GATE
 TU2423'AND FOLLOW TRACK ROAD 1.8 MILES TO WOODEN GATE AT FENCE
 TU2423'CORNER.  PASS THROUGH GATE AND CONTINUE ON ROAD FOR 1.0 MILE
 TU2423'TO OLD, GREEN HOUSE IN TREES.  PASS TO LEFT OF HOUSE AND
 TU2423'FOLLOW JEEP ROAD NORTHERLY FOR 0.75 MILE.  LEAVE ROAD AND GO
 TU2423'RIGHT, EAST THROUGH BRUSH, FOR 0.1 MILE TO STATION.
 TU2423'
 TU2423'STATION MARK IS A STANDARD DISK STAMPED KEAKAPULU 1949, CEMENTED
 TU2423'IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 3.5 FEET
 TU2423'SOUTH-SOUTHEAST OF A WHITE WITNESS POST, 107 FEET EAST OF A LARGE,
 TU2423'LOW, SPRAWLING, KOA TREE, AND AT ABOUT 4091 FEET ELEVATION.  A
 TU2423'LARGE CAIRN IS BUILT OVER STATION.
 TU2423'
 TU2423'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEAKAPULU
 TU2423'NO 1 1949, CEMENTED IN A DRILL HOLE IN BEDROCK IN OPEN AREA, AT
 TU2423'ABOUT SAME ELEVATION AS STATION MARK.
 TU2423'
 TU2423'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAKAPULU
 TU2423'NO 2 1949, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 TU2423'6 INCHES.  IT IS 0.4 FOOT LOWER THAN STATION MARK.
 TU2423'
 TU2423'USGS BENCH MARK IS A STANDARD USGS DISK STAMPED 4089, CEMENTED
 TU2423'IN A DRILL HOLE IN BEDROCK AT SAME ELEVATION AS STATION MARK.
 TU2423'
 TU2423'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED TO REACH STATION.
 TU2423'
 TU2423'KEY FOR LOCKED GATES WAS OBTAINED AT THE HAWAIIAN RANCH
 TU2423'CO.  OFFICE IN NAALEHU.
 TU2423'
 TU2423'A DISCREPANCY IN DISTANCE TO RM NO. 1 WAS NOTED AND CHECKED.  THE
 TU2423'1967 DISTANCE IS CORRECT.
 TU2423
 TU2423                          STATION RECOVERY (1977)
 TU2423
 TU2423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2423'THE STATION MARK, 4089 USGS, AND REFERENCE MARKS 1 AND 2 WERE
 TU2423'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1
 TU2423'WAS FOUND TO BE 0.137 M. LONGER THAN THE 1967 MEASUREMENT BUT
 TU2423'COMPARED FAVORABLY WITH THE 1949 MEASUREMENT.  THE DISTANCES TO
 TU2423'REFERENCE MARK 2 AND 4089 USGS AND THE DIRECTIONS TO THE
 TU2423'REFERENCE MARKS AND 4089 USGS MEASURED ON THIS DATE COMPARED
 TU2423'FAVORABLY WITH THE 1949 AND 1967 MEASUREMENTS.  THE 1967
 TU2423'RECOVERY NOTE IS ADEQUATE WITH THE ADDITION OF THE FOLLOWING NEW
 TU2423'TO-REACH DESCRIPTION--
 TU2423'
 TU2423'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2423'19 IN HILO, GO SOUTH ON STATE HIGHWAY 11 FOR 40.2 MILES (ABOUT
 TU2423'12 MILES SOUTH OF VOLCANO NATIONAL PARK HEADQUARTERS) TO A LOCKED
 TU2423'METAL GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO NORTHWEST
 TU2423'0.1 MILE TO A T-ROAD.  TURN LEFT AND FOLLOW AN OLD PAVED ROAD
 TU2423'SOUTHWEST 1.1 MILES TO A METAL GATE ON THE RIGHT.  PASS THROUGH
 TU2423'THE GATE AND FOLLOW A TRACK ROAD NORTHWEST 1.8 MILES TO A
 TU2423'WOODEN GATE AT A FENCE CORNER.  PASS THROUGH THE GATE AND BEAR
 TU2423'RIGHT ON A DIM TRACK ROAD 1.15 MILES TO A DRAIN CROSSING
 TU2423'JUST NORTH OF AN OLD GREEN HOUSE IN A GROVE OF TREES.
 TU2423'CONTINUE NORTH ALONG THE TRACK ROAD 0.55 MILE TO A SIDE ROAD ON
 TU2423'THE RIGHT AND A TRIANGULAR-BLAZED TREE ON THE LEFT.  TURN
 TU2423'RIGHT AND GO NORTHEAST 0.15 MILE TO THE END OF THE ROAD AT THE
 TU2423'STATION SITE.  THE STATION IS LOCATED ON PARKER RANCH PROPERTY.
 TU2423'
 TU2423'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2423'
 TU2423'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2423'12 MILES NORTH OF PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2757 ***********************************************************************
 TU2757  DESIGNATION -  KEALAHEWA 1948
 TU2757  PID         -  TU2757
 TU2757  STATE/COUNTY-  HI/HAWAII
 TU2757  USGS QUAD   -  KAWAIHAE (1995)
 TU2757
 TU2757                         *CURRENT SURVEY CONTROL
 TU2757  ___________________________________________________________________
 TU2757* NAD 83(1993)-  20 15 53.38438(N)    155 52 05.02133(W)     ADJUSTED  
 TU2757* LOCAL TIDAL -        16.     (meters)      52.     (feet)  SCALED    
 TU2757  ___________________________________________________________________
 TU2757  EPOCH DATE  -        1993.62
 TU2757  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 TU2757  GEOID HEIGHT-          17.47  (meters)                     GEOID03
 TU2757
 TU2757  HORZ ORDER  -  SECOND
 TU2757
 TU2757.The horizontal coordinates were established by classical geodetic methods
 TU2757.and adjusted by the National Geodetic Survey in December 1998..
 TU2757.The horizontal coordinates are valid at the epoch date displayed above.
 TU2757.The epoch date for horizontal control is a decimal equivalence
 TU2757.of Year/Month/Day.
 TU2757
 TU2757.The orthometric height was scaled from a topographic map.
 TU2757
 TU2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2757
 TU2757.The geoid height was determined by GEOID03.
 TU2757
 TU2757;                    North         East     Units Scale Factor Converg.
 TU2757;SPC HI 1     -   158,502.287   461,549.341   MT  0.99998493   -0 07 38.9
 TU2757;UTM  05      - 2,243,386.485   200,394.948   MT  1.00070957   -0 59 38.9
 TU2757
 TU2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2757!SPC HI 1     -   0.99999474  x   0.99998493  =   0.99997967
 TU2757!UTM  05      -   0.99999474  x   1.00070957  =   1.00070430
 TU2757
 TU2757                          SUPERSEDED SURVEY CONTROL
 TU2757
 TU2757  NAD 83(1986)-  20 15 53.35337(N)    155 52 05.01601(W) AD(       ) 2
 TU2757  OLD HI      -  20 16 04.43100(N)    155 52 15.06200(W) AD(       ) 2
 TU2757
 TU2757.Superseded values are not recommended for survey control.
 TU2757.NGS no longer adjusts projects to the OLD HI datum.
 TU2757.See file dsdata.txt to determine how the superseded data were derived.
 TU2757
 TU2757_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0039543386(NAD 83)
 TU2757
 TU2757  HISTORY     - Date     Condition        Report By
 TU2757  HISTORY     - 1948     MONUMENTED       CGS
 TU2757
 TU2757                          STATION DESCRIPTION
 TU2757
 TU2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TU2757'SEE STATION KEALAHEWA 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2756 ***********************************************************************
 TU2756  DESIGNATION -  KEALAHEWA 2
 TU2756  PID         -  TU2756
 TU2756  STATE/COUNTY-  HI/HAWAII
 TU2756  USGS QUAD   -  KAWAIHAE (1995)
 TU2756
 TU2756                         *CURRENT SURVEY CONTROL
 TU2756  ___________________________________________________________________
 TU2756* NAD 83(1993)-  20 15 53.11355(N)    155 52 04.40576(W)     ADJUSTED  
 TU2756* LOCAL TIDAL -        16.4    (meters)      54.     (feet)  VERT ANG  
 TU2756  ___________________________________________________________________
 TU2756  EPOCH DATE  -        1993.62
 TU2756  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 TU2756  GEOID HEIGHT-          17.47  (meters)                     GEOID03
 TU2756
 TU2756  HORZ ORDER  -  FIRST
 TU2756
 TU2756.The horizontal coordinates were established by classical geodetic methods
 TU2756.and adjusted by the National Geodetic Survey in December 1998..
 TU2756.The horizontal coordinates are valid at the epoch date displayed above.
 TU2756.The epoch date for horizontal control is a decimal equivalence
 TU2756.of Year/Month/Day.
 TU2756
 TU2756.The orthometric height was determined by vertical angle observations.
 TU2756
 TU2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2756
 TU2756.The geoid height was determined by GEOID03.
 TU2756
 TU2756;                    North         East     Units Scale Factor Converg.
 TU2756;SPC HI 1     -   158,493.918   461,567.186   MT  0.99998491   -0 07 38.7
 TU2756;UTM  05      - 2,243,377.842   200,412.677   MT  1.00070944   -0 59 38.6
 TU2756
 TU2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2756!SPC HI 1     -   0.99999468  x   0.99998491  =   0.99997959
 TU2756!UTM  05      -   0.99999468  x   1.00070944  =   1.00070411
 TU2756
 TU2756|---------------------------------------------------------------------|
 TU2756| PID    Reference Object                     Distance      Geod. Az  |
 TU2756|                                                           dddmmss.s |
 TU2756| CN5417 KEALAHEWA 2 RM 1                      4.903 METERS 04028     |
 TU2756| TU2759 PRIMARY POINT 2 RM 5                APPROX. 0.6 KM 0853742.4 |
 TU2756| CN5418 KEALAHEWA 2 RM 2                      5.063 METERS 10505     |
 TU2756| TU2715 KEHONI RESET                        APPROX. 2.5 KM 1762846.9 |
 TU2756| TU2761 LORAN C TOWER                       APPROX. 2.7 KM 2233516.0 |
 TU2756| TU2762 LORAN A TOWER                       APPROX. 2.5 KM 2324651.0 |
 TU2756| TU2763 LORAN TOWER                         APPROX. 2.5 KM 2334059.3 |
 TU2756| TU2757 KEALAHEWA 1948                       19.710 METERS 29500     |
 TU2756|---------------------------------------------------------------------|
 TU2756
 TU2756                          SUPERSEDED SURVEY CONTROL
 TU2756
 TU2756  NAD 83(1986)-  20 15 53.08251(N)    155 52 04.40039(W) AD(       ) 1
 TU2756  OLD HI      -  20 16 04.16000(N)    155 52 14.44600(W) AD(       ) 1
 TU2756
 TU2756.Superseded values are not recommended for survey control.
 TU2756.NGS no longer adjusts projects to the OLD HI datum.
 TU2756.See file dsdata.txt to determine how the superseded data were derived.
 TU2756
 TU2756_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0041343378(NAD 83)
 TU2756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2756_SETTING: 66 = SET IN ROCK OUTCROP
 TU2756
 TU2756  HISTORY     - Date     Condition        Report By
 TU2756  HISTORY     - 1948     MONUMENTED       CGS
 TU2756  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2756  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2756  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU2756  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2756  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2756  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2756  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2756
 TU2756                          STATION DESCRIPTION
 TU2756
 TU2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2756'STATION IS LOCATED ABOUT 1/4 MILE NORTHWESTERLY OF THE TERMINAL
 TU2756'BUILDING, WITHIN UPOLU AIRPORT, NORTH END OF HAWAII ISLAND,
 TU2756'ABOUT 50 FEET FROM THE FENCE MARKING THE WESTERLY BOUNDARY OF
 TU2756'SAME AND ABOUT 125 FEET SOUTH OF THE SEA CLIFFS.  ON EASTERLY
 TU2756'EDGE OF A GENTLE RISE ABOUT 400 FEET EASTERLY OF KOHALA SUGAR
 TU2756'CO. PUMP HOUSE.
 TU2756'
 TU2756'STATION IS REACHED BY PROCEEDING WESTERLY FROM HAWI VILLAGE ON
 TU2756'MAIN ROAD, AND TURNING INTO SIDE ROAD TO THE NORTH LEADING TO
 TU2756'UPOLU AIRPORT.
 TU2756'
 TU2756'STATION MARK IS SET IN OUTCROPPING ROCK.  REFERENCE MARK NO. 1
 TU2756'IN A ROCK ABOUT 3 FEET SQUARE, WHICH PROJECTS ONE FOOT ABOVE
 TU2756'THE GROUND.  REFERENCE MARK NO. 2 IS SET ON TOP OF AN ELONGATED
 TU2756'SOLID ROCK PROJECTING ABOUT 2-1/2 FEET ABOVE THE GROUND AND 2
 TU2756'FEET HIGHER THAN THE STATION.
 TU2756'
 TU2756'THIS STATION WAS ESTABLISHED DUE TO THE OLD STATION KEALAHEWA
 TU2756'BEING ON THE EDGE OF AN ERODING LEDGE NEAR THE SEA BLUFF.  THE
 TU2756'OLD STATION MARK IS A CIRCULAR 4-INCH CONCRETE MONUMENT SET IN
 TU2756'THE GROUND.
 TU2756
 TU2756                          STATION RECOVERY (1958)
 TU2756
 TU2756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2756'THE STATION, THE TWO R.M.S, AND THE OLD KEALAHEWA MARK WERE ALL
 TU2756'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1948, EXCEPT FOR THE
 TU2756'FOLLOWING--
 TU2756'
 TU2756'STATION IS LOCATED 0.8 MILE NORTHWEST OF THE UPOLU AIRPORT
 TU2756'TERMINAL.  ABOUT 0.15 NORTHWEST OF THE WESTERLY END OF THE
 TU2756'RUNWAY.  370 FEET EASTERLY OF THE KOHALA SUGAR CO. PUMP
 TU2756'HOUSE.  ABOUT 55 FEET WEST OF AN OLD STONE FENCE, NOW BARELY
 TU2756'VISIBLE, AND ABOUT 45 FEET SOUTH OF THE EROSION LINE OF THE SEA
 TU2756'CLIFFS.
 TU2756'
 TU2756'TO REACH GO 1.25 MILES WEST ALONG THE HIGHWAY FROM THE ROAD
 TU2756'JUNCTION IN HAWI.  TURN RIGHT AND GO NORTH 2.0 MILES TO UPOLU
 TU2756'AIRPORT.  TURN LEFT AND GO 0.8 MILE ALONG DIRT ROAD TO OLD PUMP
 TU2756'HOUSE.  STATION IS 370 FEET TO EASTWARD NEAR EROSION LINE ALONG
 TU2756'BEACH.
 TU2756
 TU2756                          STATION RECOVERY (1962)
 TU2756
 TU2756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU2756'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND
 TU2756'AS DESCRIBED.
 TU2756'
 TU2756'SECOND-ORDER ASTRONOMIC OBSERVATIONS WERE PERFORMED AT THIS
 TU2756'STATION.  THE TO REACH IS ADEQUATE.
 TU2756
 TU2756                          STATION RECOVERY (1963)
 TU2756
 TU2756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DGB)
 TU2756'USC AND GS MARKER, SET IN ROCK, FOUND AS DESCRIBED, IN GOOD
 TU2756'CONDITION.  R.M. 1, 16 FEET TO THE EAST, RECOVERED IN GOOD
 TU2756'CONDITION.  AT PRESENT A DIRT ROAD PASSES THE STATION 80 FEET
 TU2756'TO THE SOUTH.  THE PUMP HOUSE STILL STANDS, IS OPERATING AND IS
 TU2756'IN A GOOD STATE OF REPAIR.  THE FENCE NO LONGER EXISTS.
 TU2756'
 TU2756'ORIGINAL DESCRIPTION ADEQUATE.
 TU2756
 TU2756                          STATION RECOVERY (1967)
 TU2756
 TU2756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2756'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2756'COMPLETE DESCRIPTION FOLLOWS--
 TU2756'
 TU2756'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HAWI, 1-1/2 MILES
 TU2756'NORTHEAST OF THE U.S. COAST GUARD LORAN STATION, 800 FEET
 TU2756'WEST-NORTHWEST OF THE WEST END OF THE UPOLU POINT AIRPORT RUNWAY,
 TU2756'AND ON A GRASSY AREA BORDERING THE SEA.
 TU2756'
 TU2756'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO NORTH ON
 TU2756'STATE HIGHWAY 25 FOR 0.1 MILE TO T-JUNCTION.  TURN LEFT AND GO
 TU2756'WEST ON STATE HIGHWAY 27 FOR 1.25 MILES TO T-ROAD RIGHT.  TURN
 TU2756'RIGHT AND GO NORTH ON STATE HIGHWAY 271 FOR 2.0 MILES TO UPOLU
 TU2756'POINT AIRPORT.  TURN LEFT AND GO WEST ALONG AIRPORT FOR 0.75 MILE
 TU2756'TO FORK AFTER ROUNDING END OF AIRPORT.  TAKE RIGHT FORK AND GO
 TU2756'0.05 MILE TO STATION.
 TU2756'
 TU2756'STATION MARK IS A STANDARD DISK STAMPED KEALAHEWA 2 1948,
 TU2756'CEMENTED IN A DRILL HOLE IN A BEDROCK KNOB THAT PROJECTS 6 INCHES
 TU2756'ABOVE A FLAT BEDROCK OUTCROP.  IT IS AT WEST END OF A GROUP OF
 TU2756'BEDROCK OUTCROPS.  42 FEET SOUTH FROM EDGE OF BEACH BANK, 48.0
 TU2756'FEET NORTH OF CENTER LINE OF TRACK ROAD, AND ABOUT 150 YARDS
 TU2756'EAST OF A PUMPHOUSE AT EDGE OF CANE-FIELD.
 TU2756'
 TU2756'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEALAHEWA
 TU2756'2 1 1948, CEMENTED IN A DRILL HOLE IN A 3 X 3-FOOT, BEDROCK
 TU2756'OUTCROP PROJECTING 8 INCHES FROM GROUND, AND IS 14 INCHES LOWER
 TU2756'THAN STATION MARK.
 TU2756'
 TU2756'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEALAHEWA
 TU2756'2 1948, CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 X 9-FOOT
 TU2756'BEDROCK OUTCROP THAT PROJECTS 30 INCHES ABOVE GROUND AND IS THE
 TU2756'HIGHEST AND LARGEST OF THE GROUP.  IT IS 2 FEET HIGHER THAN
 TU2756'STATION MARK.
 TU2756'
 TU2756'KEALAHEWA (OLD STATION) IS THE CENTER OF A 5-INCH-DIAMETER,
 TU2756'CONCRETE CYLINDER 1 FOOT BELOW GROUND LEVEL AND 2 FEET LOWER
 TU2756'THAN STATION MARK.  IT IS ON EDGE OF GRASSY BEACH BANK, AT
 TU2756'SOUTH EDGE OF THE PILE OF SUGAR CANE RUBBLE THAT HAS BEEN DUMPED
 TU2756'ALONG BANK TO STOP EROSION.  THERE ARE A FEW BOULDERS PILED ON
 TU2756'TOP OF THE MARK.
 TU2756
 TU2756                          STATION RECOVERY (1969)
 TU2756
 TU2756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU2756'THE STATION MARK, BOTH REFERENCE MARKS AND KEALAHEWA (OLD STATION
 TU2756'MARK) WERE RECOVERED AS DESCRIBED IN THE 1967 RECOVERY NOTE.  ALL
 TU2756'MARKS WERE FOUND TO BE IN GOOD CONDITION AND THE TO REACH WAS
 TU2756'ADEQUATE.  THE STATION WAS USED IN AN ATTEMPT TO GEODIMETER THE
 TU2756'DISTANCE TO STATION KOLEKOLE (HGS) 1950, BUT FOG PREVENTED
 TU2756'IT.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND THE
 TU2756'OLD STATION MARK WAS NOT CHECKED AT THIS TIME.
 TU2756'
 TU2756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2756'3 MILES NORTHWEST OF HAWI.
 TU2756
 TU2756                          STATION RECOVERY (1977)
 TU2756
 TU2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2756'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2756'GOOD CONDITION.  THE DIRECTION AND DISTANCES TO THE REFERENCE
 TU2756'MARKS MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE 1949 AND
 TU2756'1967 MEASUREMENTS.  THE 1967 RECOVERY DESCRIPTION IS ADEQUATE,
 TU2756'EXCEPT THE OLD STATION KEALAHEWA WAS FOUND DESTROYED.
 TU2756'
 TU2756'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2756'
 TU2756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2756'3 MILES WEST OF HAWI.
 TU2756
 TU2756                          STATION RECOVERY (1978)
 TU2756
 TU2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2756'THE STATION AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2756'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2567 ***********************************************************************
 TU2567  DESIGNATION -  KEALAKEKUA KONA CHURCH SPIRE
 TU2567  PID         -  TU2567
 TU2567  STATE/COUNTY-  HI/HAWAII
 TU2567  USGS QUAD   -  KEALAKEKUA (1996)
 TU2567
 TU2567                         *CURRENT SURVEY CONTROL
 TU2567  ___________________________________________________________________
 TU2567* NAD 83(1993)-  19 30 54.63575(N)    155 55 14.62160(W)     ADJUSTED  
 TU2567* LOCAL TIDAL -                                                        
 TU2567  ___________________________________________________________________
 TU2567  EPOCH DATE  -        1993.62
 TU2567  LAPLACE CORR-          24.86  (seconds)                    DEFLEC99
 TU2567  GEOID HEIGHT-          20.64  (meters)                     GEOID03
 TU2567
 TU2567  HORZ ORDER  -  THIRD
 TU2567
 TU2567.The horizontal coordinates were established by classical geodetic methods
 TU2567.and adjusted by the National Geodetic Survey in December 1998..
 TU2567.The horizontal coordinates are valid at the epoch date displayed above.
 TU2567.The epoch date for horizontal control is a decimal equivalence
 TU2567.of Year/Month/Day.
 TU2567
 TU2567
 TU2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2567
 TU2567.The geoid height was determined by GEOID03.
 TU2567
 TU2567;                    North         East     Units Scale Factor Converg.
 TU2567;SPC HI 1     -    75,527.722   455,839.955   MT  0.99999076   -0 08 26.0
 TU2567;UTM  05      - 2,160,443.926   193,448.231   MT  1.00076176   -0 58 35.2
 TU2567;UTM  04      - 2,160,735.469   823,204.286   MT  1.00089143   +1 01 46.4
 TU2567
 TU2567                          SUPERSEDED SURVEY CONTROL
 TU2567
 TU2567  NAD 83(1986)-  19 30 54.63320(N)    155 55 14.65543(W) AD(       ) 4
 TU2567  OLD HI      -  19 31 05.51000(N)    155 55 24.69000(W) AD(       ) 3
 TU2567
 TU2567.Superseded values are not recommended for survey control.
 TU2567.NGS no longer adjusts projects to the OLD HI datum.
 TU2567.See file dsdata.txt to determine how the superseded data were derived.
 TU2567
 TU2567_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9344860444(NAD 83)
 TU2567
 TU2567  HISTORY     - Date     Condition        Report By
 TU2567  HISTORY     - UNK      MONUMENTED
 TU2567  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2567
 TU2567                          STATION DESCRIPTION
 TU2567
 TU2567'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2567'STATION WAS RECOVERED.  LOCATED 0.1 MILE SOUTH FROM THE POST
 TU2567'OFFICE IN KEALAKEKUA, ALONG WEST SIDE OF STATE HIGHWAY 11 WHERE IT
 TU2567'REACHES ITS HIGHEST ELEVATION THROUGH THE TOWN.
 TU2567'
 TU2567'STATION IS THE CENTER OF A SHARP, GREEN SPIRE, WITH A GREEN
 TU2567'BALL AND SPIKE ON TOP, SETTING ATOP A WHITE TOWER ON THE EAST
 TU2567'END OF THE CHURCH, WHICH IS A STONE AND MORTAR BUILDING, AND
 TU2567'IS CALLED THE KONA CENTRAL UNION CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2564 ***********************************************************************
 TU2564  DESIGNATION -  KEALAKEKUA RADIO KONA MAST
 TU2564  PID         -  TU2564
 TU2564  STATE/COUNTY-  HI/HAWAII
 TU2564  USGS QUAD   -  KEALAKEKUA (1996)
 TU2564
 TU2564                         *CURRENT SURVEY CONTROL
 TU2564  ___________________________________________________________________
 TU2564* NAD 83(1993)-  19 31 02.19559(N)    155 54 53.91037(W)     ADJUSTED  
 TU2564* LOCAL TIDAL -                                                        
 TU2564  ___________________________________________________________________
 TU2564  EPOCH DATE  -        1993.62
 TU2564  LAPLACE CORR-          24.46  (seconds)                    DEFLEC99
 TU2564  GEOID HEIGHT-          20.86  (meters)                     GEOID03
 TU2564
 TU2564  HORZ ORDER  -  THIRD
 TU2564
 TU2564.The horizontal coordinates were established by classical geodetic methods
 TU2564.and adjusted by the National Geodetic Survey in December 1998..
 TU2564.The horizontal coordinates are valid at the epoch date displayed above.
 TU2564.The epoch date for horizontal control is a decimal equivalence
 TU2564.of Year/Month/Day.
 TU2564
 TU2564
 TU2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2564
 TU2564.The geoid height was determined by GEOID03.
 TU2564
 TU2564;                    North         East     Units Scale Factor Converg.
 TU2564;SPC HI 1     -    75,758.710   456,444.378   MT  0.99999011   -0 08 19.1
 TU2564;UTM  05      - 2,160,666.241   194,056.428   MT  1.00075715   -0 58 28.7
 TU2564
 TU2564                          SUPERSEDED SURVEY CONTROL
 TU2564
 TU2564  NAD 83(1986)-  19 31 02.19269(N)    155 54 53.94422(W) AD(       ) 4
 TU2564  OLD HI      -  19 31 13.07200(N)    155 55 03.98200(W) AD(       ) 3
 TU2564
 TU2564.Superseded values are not recommended for survey control.
 TU2564.NGS no longer adjusts projects to the OLD HI datum.
 TU2564.See file dsdata.txt to determine how the superseded data were derived.
 TU2564
 TU2564_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9405660666(NAD 83)
 TU2564
 TU2564  HISTORY     - Date     Condition        Report By
 TU2564  HISTORY     - 1968     MONUMENTED       CGS
 TU2564
 TU2564                          STATION DESCRIPTION
 TU2564
 TU2564'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2564'LOCATED IN THE VILLAGE OF KEALAKEKUA, ON THE SLOPES EAST FROM
 TU2564'MAIN STREET, ABOUT 1800 FEET EAST FROM THE POST OFFICE, AND
 TU2564'1400 FEET SOUTHEAST OF THE KONA HOSPITAL, AT ABOUT 1760 FEET
 TU2564'ELEVATION AND AT THE KONA RADIO STATION BUILDINGS.
 TU2564'
 TU2564'THE TOWE IS A 4-LEGGED, SKELETON-STEEL STRUCTURE, 325 FEET
 TU2564'HIGH AND PAINTED ALTERNATE RED AND WHITE.  OBJECT INTERSECTED
 TU2564'WAS THE RED OBSTRUCTION LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1546 ***********************************************************************
 TU1546  DESIGNATION -  KEALIA
 TU1546  PID         -  TU1546
 TU1546  STATE/COUNTY-  HI/HONOLULU
 TU1546  USGS QUAD   -  KAENA (1983)
 TU1546
 TU1546                         *CURRENT SURVEY CONTROL
 TU1546  ___________________________________________________________________
 TU1546* NAD 83(1993)-  21 34 55.54837(N)    158 11 55.89563(W)     ADJUSTED  
 TU1546* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1546  ___________________________________________________________________
 TU1546  EPOCH DATE  -        1993.62
 TU1546  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 TU1546  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU1546
 TU1546  HORZ ORDER  -  THIRD
 TU1546
 TU1546.The horizontal coordinates were established by classical geodetic methods
 TU1546.and adjusted by the National Geodetic Survey in December 1998..
 TU1546.The horizontal coordinates are valid at the epoch date displayed above.
 TU1546.The epoch date for horizontal control is a decimal equivalence
 TU1546.of Year/Month/Day.
 TU1546
 TU1546.The orthometric height was scaled from a topographic map.
 TU1546
 TU1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1546
 TU1546.The geoid height was determined by GEOID03.
 TU1546
 TU1546;                    North         East     Units Scale Factor Converg.
 TU1546;SPC HI 3     -    46,009.909   479,405.856   MT  0.99999524   -0 04 23.3
 TU1546;UTM  04      - 2,386,785.391   582,936.434   MT  0.99968499   +0 17 40.9
 TU1546
 TU1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1546!SPC HI 3     -   0.99999737  x   0.99999524  =   0.99999261
 TU1546!UTM  04      -   0.99999737  x   0.99968499  =   0.99968236
 TU1546
 TU1546:                Primary Azimuth Mark                     Grid Az
 TU1546:SPC HI 3     -  KAWAIAPEI WINDSOCK                       100 26 39.6
 TU1546:UTM  04      -  KAWAIAPEI WINDSOCK                       100 04 35.4
 TU1546
 TU1546|---------------------------------------------------------------------|
 TU1546| PID    Reference Object                     Distance      Geod. Az  |
 TU1546|                                                           dddmmss.s |
 TU1546| TU1541 KAWAIAPEI WINDSOCK                  APPROX. 0.7 KM 1002216.3 |
 TU1546| CJ8707 KEALIA RM 1                          19.190 METERS 21405     |
 TU1546| CJ8708 KEALIA RM 2                          15.470 METERS 31328     |
 TU1546|---------------------------------------------------------------------|
 TU1546
 TU1546                          SUPERSEDED SURVEY CONTROL
 TU1546
 TU1546  NAD 83(1986)-  21 34 55.49908(N)    158 11 55.90749(W) AD(       ) 3
 TU1546  OLD HI      -  21 35 06.88200(N)    158 12 05.83700(W) AD(       ) 3
 TU1546
 TU1546.Superseded values are not recommended for survey control.
 TU1546.NGS no longer adjusts projects to the OLD HI datum.
 TU1546.See file dsdata.txt to determine how the superseded data were derived.
 TU1546
 TU1546_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8293686785(NAD 83)
 TU1546
 TU1546  HISTORY     - Date     Condition        Report By
 TU1546  HISTORY     - 1914     MONUMENTED       USE
 TU1546  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1546  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1546  HISTORY     - 1958     SEE DESCRIPTION  USA
 TU1546  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1546
 TU1546                          STATION DESCRIPTION
 TU1546
 TU1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1546'STATION IS 5-1/4 MILES E OF KAENA POINT, ABOUT 100 METERS N OF THE
 TU1546'O.R. AND L. TRACKS, OPPOSITE TELEPHONE POLE 1124, AND ABOUT 400
 TU1546'METERS W OF THE SITE OF THE OLD KAWAIHAPAI STATION.
 TU1546'
 TU1546'STATION IS MARKED BY A 5-INCH PIPE, FILLED WITH CONCRETE,
 TU1546'PROJECTING 10 INCHES AND SURROUNDED BY A RUDE MASS OF
 TU1546'CONCRETE.  IT HAS A BRASS PLATE AND A 1/4-INCH NIPPLE IN THE TOP,
 TU1546'INSCRIBED U.S. ENGR.-ELEV.  TWO REFERENCE MARKS WERE BUILT.  THEY
 TU1546'ARE BRONZE DISKS SET IN CONCRETE.
 TU1546
 TU1546                          STATION RECOVERY (1945)
 TU1546
 TU1546'RECOVERY NOTE BY US ARMY 1945
 TU1546'STATION IS SITUATED 150 FEET N OF HIGHWAY 11 AND RAILROAD.  IT
 TU1546'IS 1500 YARDS FROM E END OF AIR STRIP, N OF MIDPOINT OF AIR STRIP
 TU1546'WHICH LIES S OF HIGHWAY AND RAILROAD.
 TU1546'
 TU1546'STATION MARK IS A STANDARD U.S.E. MARKER ON A 6-INCH DRAIN PIPE
 TU1546'MARKED BY A RED FLAG.
 TU1546'
 TU1546'R.M. 1 IS 62.8 FEET FROM STATION.  R.M. 2 IS 50.8 FEET FROM
 TU1546'STATION.
 TU1546'
 TU1546'NOTE--TRUCK HIT STATION MARK AND MONUMENT AND DESTROYED THEM.
 TU1546
 TU1546                          STATION RECOVERY (1958)
 TU1546
 TU1546'RECOVERY NOTE BY US ARMY 1958
 TU1546'STATION REPORTED DISTURBED.  MARKER FOUND LEANING AND LATER FOUND
 TU1546'STRAIGHTENED AND REINFORCED.
 TU1546
 TU1546                          STATION RECOVERY (1963)
 TU1546
 TU1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1546'STATION WAS SEARCHED FOR BUT NONE OF THE MARKS WERE
 TU1546'RECOVERED.  DATA OBTAINED FROM THE STATE HIGHWAY DEPARTMENT
 TU1546'INDICATED A MARK CONSISTING OF A CROSS ON A STONE NEARBY WHICH
 TU1546'WAS TIED TO THE STATION AT ONE TIME.  THIS MARK WAS NOT RECOVERED
 TU1546'EITHER.  THE LOCATION OF BOTH THE STATION AND THE CROSS WERE
 TU1546'DETERMINED BY TRAVERSING FROM HIGHWAY SURVEY MARKERS ALONG STATE
 TU1546'HIGHWAY 99, AND DIGGING WAS DONE.  A LARGE AREA ALONG THE BEACH
 TU1546'IN THIS VICINITY HAS HAD THE SAND STRIPPED FROM THE TOP AND IT IS
 TU1546'BELIEVED THAT ALL THE MARKS WERE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1554 ***********************************************************************
 TU1554  DESIGNATION -  KEALIA
 TU1554  PID         -  TU1554
 TU1554  STATE/COUNTY-  HI/HONOLULU
 TU1554  USGS QUAD   -  KAENA (1983)
 TU1554
 TU1554                         *CURRENT SURVEY CONTROL
 TU1554  ___________________________________________________________________
 TU1554* NAD 83(1993)-  21 33 03.83455(N)    158 12 38.82664(W)     ADJUSTED  
 TU1554* LOCAL TIDAL -       586.     (meters)    1923.     (feet)  SCALED    
 TU1554  ___________________________________________________________________
 TU1554  EPOCH DATE  -        1993.62
 TU1554  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 TU1554  GEOID HEIGHT-          14.99  (meters)                     GEOID03
 TU1554
 TU1554  HORZ ORDER  -  SECOND
 TU1554
 TU1554.The horizontal coordinates were established by classical geodetic methods
 TU1554.and adjusted by the National Geodetic Survey in December 1998..
 TU1554.The horizontal coordinates are valid at the epoch date displayed above.
 TU1554.The epoch date for horizontal control is a decimal equivalence
 TU1554.of Year/Month/Day.
 TU1554
 TU1554.The orthometric height was scaled from a topographic map.
 TU1554
 TU1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1554
 TU1554.The geoid height was determined by GEOID03.
 TU1554
 TU1554;                    North         East     Units Scale Factor Converg.
 TU1554;SPC HI 3     -    42,575.591   478,166.210   MT  0.99999589   -0 04 38.7
 TU1554;UTM  04      - 2,383,344.264   581,719.228   MT  0.99968252   +0 17 23.7
 TU1554
 TU1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1554!SPC HI 3     -   0.99990555  x   0.99999589  =   0.99990144
 TU1554!UTM  04      -   0.99990555  x   0.99968252  =   0.99958810
 TU1554
 TU1554:                Primary Azimuth Mark                     Grid Az
 TU1554:SPC HI 3     -  CAMP                                     019 40 16.4
 TU1554:UTM  04      -  CAMP                                     019 18 14.0
 TU1554
 TU1554|---------------------------------------------------------------------|
 TU1554| PID    Reference Object                     Distance      Geod. Az  |
 TU1554|                                                           dddmmss.s |
 TU1554| TU1548 CAMP                                APPROX. 2.0 KM 0193537.7 |
 TU1554| TU1551 KEAWAULA ARMY                       355.226 METERS 14153     |
 TU1554| CJ8705 KEALIA RM 1                          58.487 METERS 22131     |
 TU1554| CJ8706 KEALIA RM 2                          19.025 METERS 27123     |
 TU1554|---------------------------------------------------------------------|
 TU1554
 TU1554                          SUPERSEDED SURVEY CONTROL
 TU1554
 TU1554  NAD 83(1986)-  21 33 03.78365(N)    158 12 38.83780(W) AD(       ) 2
 TU1554  OLD HI      -  21 33 15.15600(N)    158 12 48.76600(W) AD(       ) 2
 TU1554
 TU1554.Superseded values are not recommended for survey control.
 TU1554.NGS no longer adjusts projects to the OLD HI datum.
 TU1554.See file dsdata.txt to determine how the superseded data were derived.
 TU1554
 TU1554_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8171983344(NAD 83)
 TU1554_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1554_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1554_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1554
 TU1554  HISTORY     - Date     Condition        Report By
 TU1554  HISTORY     - 1927     MONUMENTED       CGS
 TU1554  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1554  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1554
 TU1554                          STATION DESCRIPTION
 TU1554
 TU1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1554'NEAR THE WESTERN POINT OF OAHU, ON THE DIVIDE OF THE WAIANAE
 TU1554'RANGE, ABOUT 5 MILES BACK FROM KAENA POINT, ON THE SUMMIT OF
 TU1554'PROMINENT KNOLL ON TOP OF RANGE NEAR CENTER OF THE KEALIA
 TU1554'DISTRICT INTERCEPTED BY THE WAIANAE RANGE.  STATION IS BEST
 TU1554'REACHED FROM THE WAIALUA SIDE OF RANGE.  MARKED ACCORDING TO
 TU1554'NOTE 6A, A STANDARD DISK STATION MARK IN CONCRETE IN
 TU1554'TILE.  REFERENCE MARKS, NOTE 13A, STANDARD REFERENCE DISKS IN
 TU1554'CONCRETE IN TILES ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS
 TU1554'FROM STATION--NO. 1, 58.487 METERS (191.89 FEET), 41 DEG 31
 TU1554'MIN.  NO. 2, 19.025 METERS (62.42 FEET), 91 DEG 23 MIN.
 TU1554'RE-MARKED ACCORDING TO NOTE 14X IN 1929.
 TU1554
 TU1554                          STATION RECOVERY (1945)
 TU1554
 TU1554'RECOVERY NOTE BY US ARMY 1945
 TU1554'NEAR THE W POINT OF OAHU, ON THE DIVIDE OF THE WAIANAE RANGE,
 TU1554'ABOUT 5 MILES BACK FROM KAENA POINT, ON THE SUMMIT OF A
 TU1554'PROMINENT KNOLL ON TOP OF RANGE NEAR CENTER OF KEALIA DISTRICT
 TU1554'INTERCEPTED BY THE WAINAE RANGE.
 TU1554'
 TU1554'STATION IS BEST REACHED FROM WAIALUA.  FOLLOW HIGHWAY 11 W 2-3/4
 TU1554'MILES FROM HIGHWAY UNDERPASS OF RAILROAD JUST E OF ANDREW COX
 TU1554'SCHOOL, TURN LEFT THROUGH DILLINGHAM RANCH FOLLOWING MOUNTAIN TRAIL
 TU1554'8 MILES TO STATION.  STATION IS ABOUT 100 FEET N OF TRAIL ON TOP
 TU1554'OF KNOLL.
 TU1554'
 TU1554'STATION MARK, MARKED ACCORDING TO NOTE 14X, STANDS ABOUT 1 FOOT
 TU1554'ABOVE SURFACE.  CONCRETE SEAT FOR POLE HAS BROKEN AWAY ON NW
 TU1554'SIDE.
 TU1554'
 TU1554'R.M. 1, DISTANT 191.89 FEET, IS ON CROWN OF RIDGE SW OF
 TU1554'R.M. 2, ON BARE GROUND 15 YARDS NNE OF TRAIL.  IT IS A STANDARD
 TU1554'REFERENCE-MARK DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF
 TU1554'A TILE WHICH IS EMBEDDED IN THE GROUND.
 TU1554'
 TU1554'R.M. 2, DISTANT 62.42 FEET, IS ON RIDGE W OF STATION AND ABOUT
 TU1554'7 FEET ABOVE.  IT IS A STANDARD REFERENCE MARK DISK SET IN
 TU1554'CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED
 TU1554'IN THE GROUND.
 TU1554
 TU1554                          STATION RECOVERY (1964)
 TU1554
 TU1554'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1554'STATION WAS RECOVERED, BUT THE MARK COULD NOT BE EXAMINED
 TU1554'BECAUSE OF A CONCRETE BLOCK, WHICH IS PART OF THE HAWAII
 TU1554'TERRITORIAL SURVEY TYPE X SIGNAL.  BOTH REFERENCE MARKS WERE
 TU1554'FOUND IN GOOD CONDITION.  THE HILL IS NOW HEAVILY COVERED WITH
 TU1554'IRONWOODS AND OTHER TREES AND BRUSH UP TO 30 FEET HIGH AND THE
 TU1554'STATION IS COMPLETELY HIDDEN.  THE DISTANCE TO THE REFERENCE
 TU1554'MARKS WAS NOT CHECKED BECAUSE OF TREES ON LINE.  A COMPLETE
 TU1554'DESCRIPTION FOLLOWS--
 TU1554'
 TU1554'STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE WEST END OF
 TU1554'DILLINGHAM AIRFIELD AND 1 MILE WEST-NORTHWEST OF A RADAR
 TU1554'INSTALLATION, ON A TIMBERED POINT AT ABOUT 1924 FEET ELEVATION
 TU1554'ALONG THE DIVIDE OF THE WAIANAE RANGE.
 TU1554'
 TU1554'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1554'STATE HIGHWAY 90 FOR 9.1 MILES TO PAVED SIDE ROAD RIGHT.  TURN RIGHT
 TU1554'AND GO 2.0 MILES TO TOP OF HILL AND T-JUNCTION AT A GUARD
 TU1554'SHACK.  TURN RIGHT AND GO 0.6 MILE.  TAKE RIGHT FORK, DIRT ROAD
 TU1554'DOWNHILL, AND GO 2.6 MILES TO LARGE CABIN ON LEFT.  CONTINUE ON
 TU1554'ROAD ALONG RIDGE FOR 0.2 MILE TO FORK.  TAKE LEFT FORK AND GO
 TU1554'0.2 MILE TO BARE, RED, DIRT AREA ON LEFT, AS ROAD PASSES OVER
 TU1554'RIDGE AND STARTS DOWNGRADE.  FROM HERE WALK NORTHEAST ON TRAIL
 TU1554'THROUGH TREES FOR ABOUT 80 YARDS TO STATION.
 TU1554'
 TU1554'THE CONCRETE BLOCK MOUNTED OVER STATION MARK IS 12 INCHES SQUARE
 TU1554'AND PROJECTS 12 INCHES ABOVE GROUND.  THERE IS A METAL PLATE IN TOP
 TU1554'OF BLOCK, WITH A DEPRESSION IN IT TO CENTER A GUYED TARGET.
 TU1554'STATION MARK WAS ORIGINALLY DESCRIBED AS A STANDARD DISK.
 TU1554'
 TU1554'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEALIA NO
 TU1554'1, SET IN CEMENT IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS
 TU1554'1 FOOT ABOVE GROUND.  IT IS ON RIDGE LINE, IN TIMBER, 20 FEET
 TU1554'NORTHWEST OF THE TRAIL, 3 FEET NORTHEAST OF A TRIANGLE BLAZE ON
 TU1554'A TREE, AND 20 YARDS NORTH OF ROAD.
 TU1554'
 TU1554'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEALIA NO
 TU1554'2 SET IN CEMENT IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS
 TU1554'8 INCHES ABOVE GROUND.  IT IS ALONG THE SOUTHEAST SIDE OF
 TU1554'TRAIL TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1921 ***********************************************************************
 TU1921  DESIGNATION -  KEALIA
 TU1921  PID         -  TU1921
 TU1921  STATE/COUNTY-  HI/KAUAI
 TU1921  USGS QUAD   -  KAPAA (1996)
 TU1921
 TU1921                         *CURRENT SURVEY CONTROL
 TU1921  ___________________________________________________________________
 TU1921* NAD 83(1993)-  22 06 25.92119(N)    159 18 41.32781(W)     ADJUSTED  
 TU1921* LOCAL TIDAL -        43.     (meters)     141.     (feet)  SCALED    
 TU1921  ___________________________________________________________________
 TU1921  EPOCH DATE  -        1993.62
 TU1921  LAPLACE CORR-         -14.67  (seconds)                    DEFLEC99
 TU1921  GEOID HEIGHT-          14.98  (meters)                     GEOID03
 TU1921
 TU1921  HORZ ORDER  -  THIRD
 TU1921
 TU1921.The horizontal coordinates were established by classical geodetic methods
 TU1921.and adjusted by the National Geodetic Survey in December 1998..
 TU1921.The horizontal coordinates are valid at the epoch date displayed above.
 TU1921.The epoch date for horizontal control is a decimal equivalence
 TU1921.of Year/Month/Day.
 TU1921
 TU1921.The orthometric height was scaled from a topographic map.
 TU1921
 TU1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1921
 TU1921.The geoid height was determined by GEOID03.
 TU1921
 TU1921;                    North         East     Units Scale Factor Converg.
 TU1921;SPC HI 4     -    30,336.998   519,452.152   MT  0.99999467   +0 04 15.4
 TU1921;UTM  04      - 2,444,725.474   467,872.883   MT  0.99961275   -0 07 02.0
 TU1921
 TU1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1921!SPC HI 4     -   0.99999089  x   0.99999467  =   0.99998556
 TU1921!UTM  04      -   0.99999089  x   0.99961275  =   0.99960364
 TU1921
 TU1921|---------------------------------------------------------------------|
 TU1921| PID    Reference Object                     Distance      Geod. Az  |
 TU1921|                                                           dddmmss.s |
 TU1921| CJ8702 KEALIA RM 2                                        03625     |
 TU1921| CJ8703 KEALIA RM 3                                        03837     |
 TU1921| TU1916 KEALIA GRAY CHIMNEY                 APPROX. 1.0 KM 1543403.8 |
 TU1921| TU1917 KEALIA BLACK CHIMNEY                APPROX. 1.0 KM 1555042.6 |
 TU1921| TU1914 GAS                                 APPROX. 2.0 KM 1613159.5 |
 TU1921| TU1918 KEALIA CATHOLIC CHURCH SPIRE        APPROX. 1.8 KM 1671106.1 |
 TU1921| TU1923 TANK POST                           APPROX. 2.0 KM 1862846.4 |
 TU1921| CJ8704 KEALIA RM 4                                        20247     |
 TU1921| CJ8701 KEALIA RM 1                                        30322     |
 TU1921|---------------------------------------------------------------------|
 TU1921
 TU1921                          SUPERSEDED SURVEY CONTROL
 TU1921
 TU1921  NAD 83(1986)-  22 06 25.88867(N)    159 18 41.38626(W) AD(       ) 3
 TU1921  OLD HI      -  22 06 37.23900(N)    159 18 51.46400(W) AD(       ) 3
 TU1921
 TU1921.Superseded values are not recommended for survey control.
 TU1921.NGS no longer adjusts projects to the OLD HI datum.
 TU1921.See file dsdata.txt to determine how the superseded data were derived.
 TU1921
 TU1921_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6787344725(NAD 83)
 TU1921
 TU1921  HISTORY     - Date     Condition        Report By
 TU1921  HISTORY     - 1910     MONUMENTED       CGS
 TU1921  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1921
 TU1921                          STATION DESCRIPTION
 TU1921
 TU1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1921'NEAR THE EASTERN COAST OF KAUAI, ABOUT 1 MILE NORTH OF KEALIA
 TU1921'MILL, ON THE SOUTH SIDE OF THE MAIN ROAD, IN WASTE LAND BETWEEN
 TU1921'THE ROAD AND THE TOP OF THE GULCH, AND ABOUT 100 METERS FROM
 TU1921'HOUSE OF A PORTUGUESE AT BEND IN ROAD.  STATION MARKED BY 6-INCH
 TU1921'CONCRETE CYLINDER WITH BRASS BOLT IN CENTER.  REFERENCE MARKS
 TU1921'ARE AS FOLLOWS--NO. 1, FIVE NAILS DRIVEN IN TELEPHONE POLE 5
 TU1921'FEET FROM GROUND, AND 21 FEET FROM STATION IN AZIMUTH 123 DEG 22
 TU1921'MIN.  NO. 2, BOTTLE SET IN GROUND WITH NECK FLUSH WITH
 TU1921'SURFACE AND PROTECTED BY 3 STAKES.  IT IS IN FENCE LINE AND
 TU1921'8.6 FEET FROM STATION IN AZIMUTH 216 DEG 25 MIN.  NO. 3,
 TU1921'BOTTLE SET IN GROUND IN FENCE LINE WITH NECK FLUSH WITH
 TU1921'SURFACE AND PROTECTED BY THREE STAKES.  IT IS 41.7 FEET FROM
 TU1921'STATION IN AZIMUTH 218 DEG 37 MIN.  NO. 4, BOTTLE SET IN GROUND
 TU1921'WITH NECK FLUSH WITH SURFACE AND PROTECTED BY THREE STAKES.  IT
 TU1921'IS 11.3 FEET FROM STATION IN AZIMUTH 22 DEG 48 MIN.
 TU1921
 TU1921                          STATION RECOVERY (1965)
 TU1921
 TU1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1921'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU1921'DESTROYED.  THE POINT WAS DETERMINED BY TRAVERSE FROM STATION
 TU1921'KEA 1927 AND SOME DIGGING DONE BUT NOTHING FOUND.  THE POINT
 TU1921'IS NEAR TO A ROADSIDE DITCH AND IT IS POSSIBLE THAT IT WAS
 TU1921'DESTROYED BY CONSTRUCTION.  THIS VICINITY IS NOW COVERED WITH
 TU1921'LARGE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1917 ***********************************************************************
 TU1917  DESIGNATION -  KEALIA BLACK CHIMNEY
 TU1917  PID         -  TU1917
 TU1917  STATE/COUNTY-  HI/KAUAI
 TU1917  USGS QUAD   -  KAPAA (1996)
 TU1917
 TU1917                         *CURRENT SURVEY CONTROL
 TU1917  ___________________________________________________________________
 TU1917* NAD 83(1993)-  22 05 56.56360(N)    159 18 27.19968(W)     ADJUSTED  
 TU1917* LOCAL TIDAL -                                                        
 TU1917  ___________________________________________________________________
 TU1917  EPOCH DATE  -        1993.62
 TU1917  LAPLACE CORR-         -15.08  (seconds)                    DEFLEC99
 TU1917  GEOID HEIGHT-          14.93  (meters)                     GEOID03
 TU1917
 TU1917  HORZ ORDER  -  THIRD
 TU1917
 TU1917.The horizontal coordinates were established by classical geodetic methods
 TU1917.and adjusted by the National Geodetic Survey in December 1998..
 TU1917.The horizontal coordinates are valid at the epoch date displayed above.
 TU1917.The epoch date for horizontal control is a decimal equivalence
 TU1917.of Year/Month/Day.
 TU1917
 TU1917
 TU1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1917
 TU1917.The geoid height was determined by GEOID03.
 TU1917
 TU1917;                    North         East     Units Scale Factor Converg.
 TU1917;SPC HI 4     -    29,434.506   519,858.236   MT  0.99999487   +0 04 20.6
 TU1917;UTM  04      - 2,443,821.999   468,275.847   MT  0.99961243   -0 06 56.5
 TU1917
 TU1917                          SUPERSEDED SURVEY CONTROL
 TU1917
 TU1917  NAD 83(1986)-  22 05 56.53211(N)    159 18 27.25782(W) AD(       ) 4
 TU1917  OLD HI      -  22 06 07.88900(N)    159 18 37.32100(W) AD(       ) 3
 TU1917
 TU1917.Superseded values are not recommended for survey control.
 TU1917.NGS no longer adjusts projects to the OLD HI datum.
 TU1917.See file dsdata.txt to determine how the superseded data were derived.
 TU1917
 TU1917_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6827643822(NAD 83)
 TU1917
 TU1917  HISTORY     - Date     Condition        Report By
 TU1917  HISTORY     - UNK      MONUMENTED
 TU1917  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1917  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1917
 TU1917                          STATION DESCRIPTION
 TU1917
 TU1917'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1917'ON EASTERN COAST OF KAUAI, IN KEALIA, THE LARGE BLACK METAL
 TU1917'STACK ON A SUGAR MILL.  IDENTICAL WITH STEEL STACK 1910.
 TU1917
 TU1917                          STATION RECOVERY (1965)
 TU1917
 TU1917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1917'STATION HAS BEEN DESTROYED.  THE SUGAR MILL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1918 ***********************************************************************
 TU1918  DESIGNATION -  KEALIA CATHOLIC CHURCH SPIRE
 TU1918  PID         -  TU1918
 TU1918  STATE/COUNTY-  HI/KAUAI
 TU1918  USGS QUAD   -  KAPAA (1996)
 TU1918
 TU1918                         *CURRENT SURVEY CONTROL
 TU1918  ___________________________________________________________________
 TU1918* NAD 83(1993)-  22 05 29.06969(N)    159 18 27.45154(W)     ADJUSTED  
 TU1918* LOCAL TIDAL -                                                        
 TU1918  ___________________________________________________________________
 TU1918  EPOCH DATE  -        1993.62
 TU1918  LAPLACE CORR-         -15.21  (seconds)                    DEFLEC99
 TU1918  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU1918
 TU1918  HORZ ORDER  -  THIRD
 TU1918
 TU1918.The horizontal coordinates were established by classical geodetic methods
 TU1918.and adjusted by the National Geodetic Survey in December 1998..
 TU1918.The horizontal coordinates are valid at the epoch date displayed above.
 TU1918.The epoch date for horizontal control is a decimal equivalence
 TU1918.of Year/Month/Day.
 TU1918
 TU1918
 TU1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1918
 TU1918.The geoid height was determined by GEOID03.
 TU1918
 TU1918;                    North         East     Units Scale Factor Converg.
 TU1918;SPC HI 4     -    28,588.823   519,852.084   MT  0.99999487   +0 04 20.5
 TU1918;UTM  04      - 2,442,976.664   468,266.923   MT  0.99961244   -0 06 56.5
 TU1918
 TU1918                          SUPERSEDED SURVEY CONTROL
 TU1918
 TU1918  NAD 83(1986)-  22 05 29.03881(N)    159 18 27.50941(W) AD(       ) 4
 TU1918  OLD HI      -  22 05 40.38700(N)    159 18 37.58400(W) AD(       ) 3
 TU1918
 TU1918.Superseded values are not recommended for survey control.
 TU1918.NGS no longer adjusts projects to the OLD HI datum.
 TU1918.See file dsdata.txt to determine how the superseded data were derived.
 TU1918
 TU1918_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6826742977(NAD 83)
 TU1918
 TU1918  HISTORY     - Date     Condition        Report By
 TU1918  HISTORY     - UNK      MONUMENTED
 TU1918  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1918
 TU1918                          STATION DESCRIPTION
 TU1918
 TU1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1918'STATION IS DESTROYED.  THE CHURCH WAS REMODELLED SOME TIME AFTER
 TU1918'1910 AND NEW WINGS WERE ADDED, ALTHOUGH IT COULD NOT BE LEARNED
 TU1918'WHERE THE SPIRE WAS SITUATED PREVIOUSLY.  THE PRESENT SPIRE
 TU1918'WAS INTERSECTED IN 1927 AND IS STATION KEALIA CHURCH SPIRE
 TU1918'1927.  THE DISTANCE FROM THE CENTER OF THE OLD BUILDING TO THE
 TU1918'END OF THE WING ON WHICH THE PRESENT SPIRE SETS COINCIDES WITH
 TU1918'THE DIFFERENCE IN LATITUDE OF THE 1910 AND 1927 STATIONS, SO
 TU1918'IT SEEMS LIKELY THAT THERE WAS ONCE A SPIRE ON THE OLD
 TU1918'BUILDING, AND IT WOULD BE THE POINT INTERSECTED IN 1910.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1919 ***********************************************************************
 TU1919  DESIGNATION -  KEALIA CHURCH SPIRE
 TU1919  PID         -  TU1919
 TU1919  STATE/COUNTY-  HI/KAUAI
 TU1919  USGS QUAD   -  KAPAA (1996)
 TU1919
 TU1919                         *CURRENT SURVEY CONTROL
 TU1919  ___________________________________________________________________
 TU1919* NAD 83(1993)-  22 05 29.46711(N)    159 18 27.46309(W)     ADJUSTED  
 TU1919* LOCAL TIDAL -                                                        
 TU1919  ___________________________________________________________________
 TU1919  EPOCH DATE  -        1993.62
 TU1919  LAPLACE CORR-         -15.21  (seconds)                    DEFLEC99
 TU1919  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU1919
 TU1919  HORZ ORDER  -  THIRD
 TU1919
 TU1919.The horizontal coordinates were established by classical geodetic methods
 TU1919.and adjusted by the National Geodetic Survey in December 1998..
 TU1919.The horizontal coordinates are valid at the epoch date displayed above.
 TU1919.The epoch date for horizontal control is a decimal equivalence
 TU1919.of Year/Month/Day.
 TU1919
 TU1919
 TU1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1919
 TU1919.The geoid height was determined by GEOID03.
 TU1919
 TU1919;                    North         East     Units Scale Factor Converg.
 TU1919;SPC HI 4     -    28,601.047   519,851.738   MT  0.99999487   +0 04 20.5
 TU1919;UTM  04      - 2,442,988.884   468,266.617   MT  0.99961244   -0 06 56.5
 TU1919
 TU1919                          SUPERSEDED SURVEY CONTROL
 TU1919
 TU1919  NAD 83(1986)-  22 05 29.43615(N)    159 18 27.52090(W) AD(       ) 4
 TU1919  OLD HI      -  22 05 40.78800(N)    159 18 37.59700(W) AD(       ) 3
 TU1919
 TU1919.Superseded values are not recommended for survey control.
 TU1919.NGS no longer adjusts projects to the OLD HI datum.
 TU1919.See file dsdata.txt to determine how the superseded data were derived.
 TU1919
 TU1919_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6826742989(NAD 83)
 TU1919
 TU1919  HISTORY     - Date     Condition        Report By
 TU1919  HISTORY     - UNK      MONUMENTED
 TU1919  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1919  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1919
 TU1919                          STATION DESCRIPTION
 TU1919
 TU1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1919'STATION WAS RECOVERED AND IS IN GOOD CONDITION, HOWEVER THE
 TU1919'CHURCH HAS BEEN ABANDONED RECENTLY AND MAY BE DEMOLISHED.
 TU1919'
 TU1919'LOCATED ABOUT 1/2-MILE SOUTH OF THE KEALIA POST OFFICE, ON
 TU1919'SLOPE ON WEST SIDE OF STATE HIGHWAY 56, AT NORTH END OF CEMETERY.
 TU1919'
 TU1919'STATION IS A SHARP, GREEN-COLORED SPIRE, WITH A SMALL BALL ON
 TU1919'TOP, MOUNTED ON TOP OF A TAN CUPOLA ON NORTH END OF THE OLD
 TU1919'ST. CATHERINES CHURCH, A LARGE, TAN STRUCTURE WITH GREEN ROOF.
 TU1919
 TU1919                          STATION RECOVERY (1966)
 TU1919
 TU1919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1919'STATION IS DESTROYED.  THE CHURCH WAS DEMOLISHED IN JULY, 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1916 ***********************************************************************
 TU1916  DESIGNATION -  KEALIA GRAY CHIMNEY
 TU1916  PID         -  TU1916
 TU1916  STATE/COUNTY-  HI/KAUAI
 TU1916  USGS QUAD   -  KAPAA (1996)
 TU1916
 TU1916                         *CURRENT SURVEY CONTROL
 TU1916  ___________________________________________________________________
 TU1916* NAD 83(1993)-  22 05 56.94303(N)    159 18 26.54097(W)     ADJUSTED  
 TU1916* LOCAL TIDAL -                                                        
 TU1916  ___________________________________________________________________
 TU1916  EPOCH DATE  -        1993.62
 TU1916  LAPLACE CORR-         -15.09  (seconds)                    DEFLEC99
 TU1916  GEOID HEIGHT-          14.92  (meters)                     GEOID03
 TU1916
 TU1916  HORZ ORDER  -  THIRD
 TU1916
 TU1916.The horizontal coordinates were established by classical geodetic methods
 TU1916.and adjusted by the National Geodetic Survey in December 1998..
 TU1916.The horizontal coordinates are valid at the epoch date displayed above.
 TU1916.The epoch date for horizontal control is a decimal equivalence
 TU1916.of Year/Month/Day.
 TU1916
 TU1916
 TU1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1916
 TU1916.The geoid height was determined by GEOID03.
 TU1916
 TU1916;                    North         East     Units Scale Factor Converg.
 TU1916;SPC HI 4     -    29,446.201   519,877.102   MT  0.99999488   +0 04 20.9
 TU1916;UTM  04      - 2,443,833.627   468,294.744   MT  0.99961242   -0 06 56.3
 TU1916
 TU1916                          SUPERSEDED SURVEY CONTROL
 TU1916
 TU1916  NAD 83(1986)-  22 05 56.91166(N)    159 18 26.59916(W) AD(       ) 4
 TU1916  OLD HI      -  22 06 08.25300(N)    159 18 36.67900(W) AD(       ) 3
 TU1916
 TU1916.Superseded values are not recommended for survey control.
 TU1916.NGS no longer adjusts projects to the OLD HI datum.
 TU1916.See file dsdata.txt to determine how the superseded data were derived.
 TU1916
 TU1916_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6829543834(NAD 83)
 TU1916
 TU1916  HISTORY     - Date     Condition        Report By
 TU1916  HISTORY     - UNK      MONUMENTED
 TU1916  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1916  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1916
 TU1916                          STATION DESCRIPTION
 TU1916
 TU1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1916'ON EASTERN COAST OF KAUAI, IN KEALIA.  A GRAY
 TU1916'BRICK CHIMNEY LOCATED IN THE BACK OF AND AT THE SAME SUGAR
 TU1916'MILL AS KEALIA BLACK CHIMNEY.  IDENTICAL WITH MASONRY CHIMNEY,
 TU1916'1910.
 TU1916
 TU1916                          STATION RECOVERY (1965)
 TU1916
 TU1916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1916'STATION HAS BEEN DESTROYED.  THE SUGAR MILL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2553 ***********************************************************************
 TU2553  DESIGNATION -  KEAMUKU RESET
 TU2553  PID         -  TU2553
 TU2553  STATE/COUNTY-  HI/HAWAII
 TU2553  USGS QUAD   -  KEAMUKU (1982)
 TU2553
 TU2553                         *CURRENT SURVEY CONTROL
 TU2553  ___________________________________________________________________
 TU2553* NAD 83(1993)-  19 49 39.59831(N)    155 43 57.79943(W)     ADJUSTED  
 TU2553* LOCAL TIDAL -       937.0    (meters)    3074.     (feet)  VERT ANG  
 TU2553  ___________________________________________________________________
 TU2553  EPOCH DATE  -        1993.62
 TU2553  LAPLACE CORR-          11.64  (seconds)                    DEFLEC99
 TU2553  GEOID HEIGHT-          23.94  (meters)                     GEOID03
 TU2553
 TU2553  HORZ ORDER  -  SECOND
 TU2553
 TU2553.The horizontal coordinates were established by classical geodetic methods
 TU2553.and adjusted by the National Geodetic Survey in December 1998..
 TU2553.The horizontal coordinates are valid at the epoch date displayed above.
 TU2553.The epoch date for horizontal control is a decimal equivalence
 TU2553.of Year/Month/Day.
 TU2553
 TU2553.The orthometric height was determined by vertical angle observations.
 TU2553
 TU2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2553
 TU2553.The geoid height was determined by GEOID03.
 TU2553
 TU2553;                    North         East     Units Scale Factor Converg.
 TU2553;SPC HI 1     -   110,081.867   475,620.681   MT  0.99997401   -0 04 44.2
 TU2553;UTM  05      - 2,194,727.717   213,749.056   MT  1.00061291   -0 55 39.2
 TU2553
 TU2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2553!SPC HI 1     -   0.99984897  x   0.99997401  =   0.99982298
 TU2553!UTM  05      -   0.99984897  x   1.00061291  =   1.00046179
 TU2553
 TU2553|---------------------------------------------------------------------|
 TU2553| PID    Reference Object                     Distance      Geod. Az  |
 TU2553|                                                           dddmmss.s |
 TU2553| CN5420 KEAMUKU RM 2                          2.962 METERS 02237     |
 TU2553| TU2559 NOHONAOHAE RESET                    APPROX.11.4 KM 0264341.0 |
 TU2553| CN5419 KEAMUKU RM 1                          5.125 METERS 12708     |
 TU2553| TU2605 WAAWAA                              APPROX.12.0 KM 2391615.3 |
 TU2553|---------------------------------------------------------------------|
 TU2553
 TU2553                          SUPERSEDED SURVEY CONTROL
 TU2553
 TU2553  NAD 83(1986)-  19 49 39.58408(N)    155 43 57.81756(W) AD(       ) 2
 TU2553  OLD HI      -  19 49 50.55100(N)    155 44 07.81900(W) AD(       ) 2
 TU2553
 TU2553.Superseded values are not recommended for survey control.
 TU2553.NGS no longer adjusts projects to the OLD HI datum.
 TU2553.See file dsdata.txt to determine how the superseded data were derived.
 TU2553
 TU2553_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB1374994728(NAD 83)
 TU2553
 TU2553  HISTORY     - Date     Condition        Report By
 TU2553  HISTORY     - 1882     MONUMENTED       HIGS
 TU2553  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2553  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2553  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2553  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2553
 TU2553                          STATION DESCRIPTION
 TU2553
 TU2553'DESCRIBED BY HAWAII GEODETIC SURVEY 1882
 TU2553'IN THE WESTERN PART OF HAWAII, DUE WEST OF MAUNA KEA, NORTHEAST
 TU2553'OF MOUNT HUALALAI, ON AN EMINENCE NORTHWEST OF THE END OF THE
 TU2553'KEAMUKU LAVA FLOW.  MARKED UNDERGROUND BY A COPPER BOLT DRIVEN
 TU2553'INTO A ROCK IN SITU, AND ON THE SURFACE BY FOUR CROSSES CUT IN
 TU2553'ROCKS EACH 7 FEET DISTANT FROM THE STATION.
 TU2553
 TU2553                          STATION RECOVERY (1938)
 TU2553
 TU2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2553'LOCATION OF STATION--ON AN EMINENCE ABOUT 1-1/2 MILES ABOVE THE
 TU2553'WAIMEA GOVERNMENT MAIN ROAD AT A POINT ON THE ROAD MARKED WITH
 TU2553'THE KONA-KOHALA BOUNDARY SIGN, WHICH IS ROUGHLY 16 MILES FROM
 TU2553'WAIMEA.  THE STATION IS BEST APPROACHED BY AUTOMOBILE THRU
 TU2553'KEAMUKU SHEEP STATION AND CONTINUING OVER A ROUGH ROAD KONAWARDS
 TU2553'ANOTHER MILE.
 TU2553'
 TU2553'OLD STATION MARK FOUND--COPPER BOLT WITH 4 TIE + MARKS IN ROCK
 TU2553'EACH 7-FEET FROM THE BOLT.
 TU2553'
 TU2553'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2553'MONUMENT 7-1/2 FT. ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG SET
 TU2553'ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW).  A
 TU2553'METAL TARGET IS SET OVER THE 2-1/2 IN PIPE.
 TU2553
 TU2553                          STATION RECOVERY (1948)
 TU2553
 TU2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2553'THE STATION WAS RECOVERED AS DESCRIBED AND IS IN GOOD
 TU2553'CONDITION.  THE FOUR REFERENCE MARKS MENTIONED IN THE 1882
 TU2553'DESCRIPTION WERE NOT RECOVERED.  A NEW REFERENCE MARK WAS
 TU2553'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 TU2553'
 TU2553'THE STATION IS LOCATED ON THE CREST AND THE HIGHEST PART OF A
 TU2553'LONG, LOW RIDGE WHICH LIES BETWEEN THE FOOT OF THE KEAMUKU LAVA
 TU2553'FLOW AND THE ROAD WHICH RUNS BETWEEN WAIMEA AND THE KONA
 TU2553'DISTRICT.  THE STATION IS ABOUT 17 MILES WEST OF THE SUMMIT OF
 TU2553'MAUNA KEA, ABOUT 14 MILES SOUTH SOUTH-WEST OF WAIMEA, ABOUT 1.5
 TU2553'MILES SOUTH OF THE WAIMEA TO KONA DISTRICT HIGHWAY, ABOUT 0.5
 TU2553'MILE NORTH OF THE FOOT OF THE KEAMUKU LAVA FLOW AND ABOUT 0.2
 TU2553'MILE WEST OF A FENCE INTERSECTION.  THE COUNTRY IN THE
 TU2553'VICINITY OF THE STATION IS BADLY BROKEN UP AND THE STATION
 TU2553'HILL COULD BE EASILY OVERLOOKED ALTHOUGH IT IS ON THE
 TU2553'HIGHEST GROUND IN THE IMMEDIATE VICINITY.
 TU2553'
 TU2553'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO SOUTH ON THE ROAD
 TU2553'WHICH LEADS TOWARD THE KONA DISTRICT FOR 6.4 MILES.  CONTINUE
 TU2553'STRAIGHT AHEAD ON THE ROAD WHICH LEADS TOWARD THE KONA DISTRICT
 TU2553'FOR 7.4 MILES TO TELEPHONE POLE NUMBER 550.  TURN LEFT, SOUTH, OFF
 TU2553'THE HIGHWAY, PASS THROUGH A WIRE GATE AND GO WEST ON AN OLD PAVED
 TU2553'ROAD FOR 100 FEET.  PASS THROUGH A BOARD GATE AND CONTINUE
 TU2553'WESTERLY FOR 0.25 MILE.  TURN LEFT, SOUTH, AND GO ACROSS
 TU2553'COUNTRY FOR ABOUT 0.5 MILE TO A POINT WHERE IT BECOMES TOO
 TU2553'ROCKY FOR FURTHER TRUCK TRAVEL.
 TU2553'
 TU2553'FROM THIS POINT PACK SOUTH, ALONG THE CRESTS OF SEVERAL LOW
 TU2553'RIDGES, FOR ABOUT 1.5 MILES TO THE HIGH GROUND AND THE STATION.
 TU2553'
 TU2553'THE STATION IS THE CENTER OF A SMALL COPPER BOLT WHICH IS SET
 TU2553'INTO ROCK.  THE STATION IS SURROUNDED BY A TRIANGULAR SLAB OF
 TU2553'CONCRETE WHICH IS ABOUT 7 FEET ON EACH SIDE AND PROJECTS ABOUT
 TU2553'1 FOOT.
 TU2553'
 TU2553'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEAMUKU NO
 TU2553'1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2553'ABOUT 6 INCHES AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 TU2553
 TU2553                          STATION RECOVERY (1967)
 TU2553
 TU2553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2553'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 TU2553'CONDITION, HOWEVER THE CONCRETE PLATFORM OVER THE STATION IS
 TU2553'BEGINNING TO DETERIORATE.  A NEW REFERENCE MARK WAS
 TU2553'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2553'
 TU2553'STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF KAMUELA, 1-1/2
 TU2553'MILES SOUTHEAST OF STATE HIGHWAY 19, AND 1-1/4 MILES SOUTHWEST OF
 TU2553'THE 2 OLD WATER TANKS AND CORRAL AT KEAMUKU, ON A HILL OF ABOUT
 TU2553'3074 FEET ELEVATION, IN ROUGH, HILLY COUNTRY.
 TU2553'
 TU2553'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON STATE
 TU2553'HIGHWAY 19 FOR 11.9 MILES TO THE POPOO GULCH BRIDGE.  CONTINUE AHEAD
 TU2553'FOR 0.1 MILE TO BOARD GATE ON LEFT BETWEEN POWER POLES 110 AND
 TU2553'111.  TURN LEFT THROUGH GATE AND GO 0.2 MILE.  TURN RIGHT AND
 TU2553'FOLLOW OLD MACADAM ROAD FOR 0.5 MILE.  TAKE SIDE ROAD LEFT AND
 TU2553'FOLLOW TRACK ROAD 1.75 MILES TO BOARD GATE.  PASS THROUGH GATE,
 TU2553'TURN RIGHT, AND GO 0.2 MILE TO DIM SIDE ROAD RIGHT, NEAR TWO
 TU2553'WATER TANKS.  GO RIGHT FOR 0.05 MILE TO BOARD GATE IN STONE FENCE.
 TU2553'PASS THROUGH GATE AND CONTINUE ON DIM ROAD, ALONG WATER PIPE,
 TU2553'FOR 0.3 MILE.  GO LEFT, PICKING WAY ON VERY DIM ROAD,
 TU2553'SOUTHERLY, FOR 0.7 MILE TO END OF TRUCK TRAVEL, ABOUT 0.1 MILE
 TU2553'AFTER PASSING OLD FENCE-POST ROW AND BOARD GATE (TOO ROCKY TO
 TU2553'CONTINUE).  PACK SOUTHERLY ACROSS LOW HILLS ABOUT 1/2-MILE TO
 TU2553'STATION.
 TU2553'
 TU2553'STATION MARK IS THE CENTER OF A COPPER BOLT IN THE BOTTOM OF
 TU2553'A 3-INCH DIAMETER HOLE 15 INCHES DEEP IN THE CENTER OF A
 TU2553'TRIANGULAR, CONCRETE PLATFORM 7 FEET ON EACH SIDE.  A 2-1/2-INCH
 TU2553'IRON PIPE IS CENTERED OVER THE MARK AND SUPPORTS A RED AND WHITE
 TU2553'METAL TARGET 8 FEET HIGH.  STATION IS ABOUT 1/4-MILE NORTHWEST OF
 TU2553'A LARGE GROVE OF TREES AND 1/2-MILE SOUTH OF A SMALL WATER TANK.
 TU2553'
 TU2553'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEAMUKU NO
 TU2553'1 1948, CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT 1 FOOT LOWER
 TU2553'THAN TOP OF STATION PLATFORM.
 TU2553'
 TU2553'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAMUKU
 TU2553'HGS 1882 NO 2 1967, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE
 TU2553'THAT PROJECTS 3 FEET ABOVE GROUND, AND IS ABOUT 1 FOOT LOWER
 TU2553'THAN TOP OF STATION PLATFORM.
 TU2553
 TU2553                          STATION RECOVERY (1978)
 TU2553
 TU2553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 TU2553'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN RECOVERY
 TU2553'NOTE BY D. M. WHIPP IN 1967.  A NEW TO REACH FOLLOWS--FROM THE
 TU2553'P.O. IN KAMUELA, GO S. ON STATE ROUTE 190 (MAMALAHOA HWY.) FOR
 TU2553'15 MI (6.5 MI S. OF JUNCTION OF THE SADDLE RD.) TO A TRACK RD. ON
 TU2553'LEFT LEADING ONTO PUU ANAHULU GAME MANAGEMENT AREA, TURN LEFT, AND GO
 TU2553'2.3 MI EASTERLY UP HILL TO WHERE THE RD. BRANCHES INTO 3 RDS.,
 TU2553'TAKE THE LEFT RD. GOING OVER A SHARP RISE AND GO NORTHERLY 0.3 MI
 TU2553'TO FENCE AND IRON GATE, TURN LEFT AND FOLLOW TRACK RD. ALONG
 TU2553'FENCE WEST (DOWNHILL) 0.2 MI TO A LONE TREE ON LEFT AND ETT, PACK
 TU2553'NORTHERLY TO TOP OF THE PROMINENT RIDGE AND STATION, 5-MIN. PACK.
 TU2553'A CONCRETE PLATFORM AND METAL TARGET IS CENTERED OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1478 ***********************************************************************
 TU1478  DESIGNATION -  KEANA
 TU1478  PID         -  TU1478
 TU1478  STATE/COUNTY-  HI/HONOLULU
 TU1478  USGS QUAD   -  KAHUKU (1983)
 TU1478
 TU1478                         *CURRENT SURVEY CONTROL
 TU1478  ___________________________________________________________________
 TU1478* NAD 83(1993)-  21 40 32.10755(N)    157 56 19.69447(W)     ADJUSTED  
 TU1478* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1478  ___________________________________________________________________
 TU1478  EPOCH DATE  -        1993.62
 TU1478  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 TU1478  GEOID HEIGHT-          13.36  (meters)                     GEOID03
 TU1478
 TU1478  HORZ ORDER  -  SECOND
 TU1478
 TU1478.The horizontal coordinates were established by classical geodetic methods
 TU1478.and adjusted by the National Geodetic Survey in December 1998..
 TU1478.The horizontal coordinates are valid at the epoch date displayed above.
 TU1478.The epoch date for horizontal control is a decimal equivalence
 TU1478.of Year/Month/Day.
 TU1478
 TU1478.The orthometric height was scaled from a topographic map.
 TU1478
 TU1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1478
 TU1478.The geoid height was determined by GEOID03.
 TU1478
 TU1478;                    North         East     Units Scale Factor Converg.
 TU1478;SPC HI 3     -    56,349.469   506,333.438   MT  0.99999050   +0 01 21.4
 TU1478;UTM  04      - 2,397,295.078   609,789.528   MT  0.99974894   +0 23 31.2
 TU1478
 TU1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1478!SPC HI 3     -   0.99999696  x   0.99999050  =   0.99998746
 TU1478!UTM  04      -   0.99999696  x   0.99974894  =   0.99974590
 TU1478
 TU1478:                Primary Azimuth Mark                     Grid Az
 TU1478:SPC HI 3     -  LAIE 1 1927                              141 10 23.6
 TU1478:UTM  04      -  LAIE 1 1927                              140 48 13.8
 TU1478
 TU1478|---------------------------------------------------------------------|
 TU1478| PID    Reference Object                     Distance      Geod. Az  |
 TU1478|                                                           dddmmss.s |
 TU1478| TU1475 LAIE 1 1927                         APPROX. 3.8 KM 1411145.0 |
 TU1478| CJ8709 KEANA RM 1                           14.500 METERS 23150     |
 TU1478| CJ8710 KEANA RM 2                           39.432 METERS 30903     |
 TU1478|---------------------------------------------------------------------|
 TU1478
 TU1478                          SUPERSEDED SURVEY CONTROL
 TU1478
 TU1478  NAD 83(1986)-  21 40 32.05979(N)    157 56 19.70454(W) AD(       ) 2
 TU1478  OLD HI      -  21 40 43.49100(N)    157 56 29.62000(W) AD(       ) 2
 TU1478
 TU1478.Superseded values are not recommended for survey control.
 TU1478.NGS no longer adjusts projects to the OLD HI datum.
 TU1478.See file dsdata.txt to determine how the superseded data were derived.
 TU1478
 TU1478_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0979097295(NAD 83)
 TU1478_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1478_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1478_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1478
 TU1478  HISTORY     - Date     Condition        Report By
 TU1478  HISTORY     - 1927     MONUMENTED       CGS
 TU1478  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1478  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1478
 TU1478                          STATION DESCRIPTION
 TU1478
 TU1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1478'ON NORTH COAST OF OAHU, ABOUT 3/4 MILE EAST-SOUTHEAST FROM
 TU1478'KAHUKU SUGAR MILL, IN CENTER OF WESTERN EDGE OF LONG SAND DUNE
 TU1478'DIRECTLY BEHIND KAHUKU BALL PARK, JUST EAST OF KAHUKU.  MARKED
 TU1478'ACCORDING TO NOTE 6A, A STANDARD DISK STATION MARK SET IN
 TU1478'CONCRETE IN TOP OF TILE.  REFERENCE MARKS, NOTE 13A, STANDARD
 TU1478'REFERENCE DISKS SET IN TILES, ARE AT THE FOLLOWING DISTANCES AND
 TU1478'AZIMUTHS FROM STATION--NO. 1, 14.500 METERS (47.57 FEET), 51
 TU1478'DEG 50 MIN.  NO. 2, 39.432 METERS (129.37 FEET) 129 DEG 03
 TU1478'MIN.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1478
 TU1478                          STATION RECOVERY (1945)
 TU1478
 TU1478'RECOVERY NOTE BY US ARMY 1945
 TU1478'FROM ROAD JUNCTION OF HIGHWAYS 1 AND 141, PROCEED SE 0.2
 TU1478'MILE ON HIGHWAY 1 TO A ROAD JUNCTION, TURN LEFT AND GO N 0.12
 TU1478'MILE TO NW EDGE OF KAHUKU PLANTATION VILLAGE.  THERE ARE THREE
 TU1478'FORKS IN THE ROAD, TAKE THE RIGHT-HAND FORK AND GO 0.2
 TU1478'MILE E ON THIS FORK.  STATION IS ABOUT 80 YARDS N OF THE
 TU1478'ROAD.  IT IS ON THE TOP OF A SAND DUNE AND THERE IS A SAND
 TU1478'PIT ABOUT 70 YARDS SE OF THE STATION.
 TU1478'
 TU1478'STATION IS MARKED ACCORDING TO NOTE 14A.  MARK IS IN GOOD
 TU1478'CONDITION.
 TU1478
 TU1478                          STATION RECOVERY (1965)
 TU1478
 TU1478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1478'STATION HAS BEEN DESTROYED.  A REPORT FOUND IN THE FILES OF
 TU1478'THE HAWAII STATE SURVEY OFFICE, DATED NOV. 15, 1954, STATES
 TU1478'THAT THE STATION WAS DESTROYED.
 TU1478'
 TU1478'A SEARCH WAS MADE AT THE SITE BUT NEITHER OF THE REFERENCE
 TU1478'MARKS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2791 ***********************************************************************
 TU2791  DESIGNATION -  KEANAE UKA 1912
 TU2791  PID         -  TU2791
 TU2791  STATE/COUNTY-  HI/MAUI
 TU2791  USGS QUAD   -  KEANAE (1983)
 TU2791
 TU2791                         *CURRENT SURVEY CONTROL
 TU2791  ___________________________________________________________________
 TU2791* NAD 83(1993)-  20 51 26.23495(N)    156 09 02.70081(W)     ADJUSTED  
 TU2791* LOCAL TIDAL -       125.     (meters)     410.     (feet)  SCALED    
 TU2791  ___________________________________________________________________
 TU2791  EPOCH DATE  -        1993.62
 TU2791  LAPLACE CORR-         -10.63  (seconds)                    DEFLEC99
 TU2791  GEOID HEIGHT-          14.87  (meters)                     GEOID03
 TU2791
 TU2791  HORZ ORDER  -  THIRD
 TU2791
 TU2791.The horizontal coordinates were established by classical geodetic methods
 TU2791.and adjusted by the National Geodetic Survey in December 1998..
 TU2791.The horizontal coordinates are valid at the epoch date displayed above.
 TU2791.The epoch date for horizontal control is a decimal equivalence
 TU2791.of Year/Month/Day.
 TU2791
 TU2791.The orthometric height was scaled from a topographic map.
 TU2791
 TU2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2791
 TU2791.The geoid height was determined by GEOID03.
 TU2791
 TU2791;                    North         East     Units Scale Factor Converg.
 TU2791;SPC HI 2     -    58,092.047   553,689.616   MT  1.00000228   +0 11 01.3
 TU2791;UTM  04      - 2,308,979.659   796,491.554   MT  1.00068652   +1 00 54.7
 TU2791
 TU2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2791!SPC HI 2     -   0.99997802  x   1.00000228  =   0.99998030
 TU2791!UTM  04      -   0.99997802  x   1.00068652  =   1.00066452
 TU2791
 TU2791:                Primary Azimuth Mark                     Grid Az
 TU2791:SPC HI 2     -  PAUWALU 1877                             084 56 06.1
 TU2791:UTM  04      -  PAUWALU 1877                             084 06 12.7
 TU2791
 TU2791|---------------------------------------------------------------------|
 TU2791| PID    Reference Object                     Distance      Geod. Az  |
 TU2791|                                                           dddmmss.s |
 TU2791| TU2790 PAUWALU 1877                        APPROX. 2.0 KM 0850707.4 |
 TU2791|---------------------------------------------------------------------|
 TU2791
 TU2791                          SUPERSEDED SURVEY CONTROL
 TU2791
 TU2791  NAD 83(1986)-  20 51 26.19762(N)    156 09 02.70790(W) AD(       ) 3
 TU2791  OLD HI      -  20 51 37.84000(N)    156 09 13.02000(W) AD(       ) 3
 TU2791
 TU2791.Superseded values are not recommended for survey control.
 TU2791.NGS no longer adjusts projects to the OLD HI datum.
 TU2791.See file dsdata.txt to determine how the superseded data were derived.
 TU2791
 TU2791_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ9649208980(NAD 83)
 TU2791
 TU2791  HISTORY     - Date     Condition        Report By
 TU2791  HISTORY     - 1912     MONUMENTED       HIGS
 TU2791  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2791
 TU2791                          STATION DESCRIPTION
 TU2791
 TU2791'DESCRIBED BY HAWAII GEODETIC SURVEY 1912 (JCG)
 TU2791'NEAR NORTHEAST COAST OF EAST MAUI, IN KOOLAU DISTRICT, BACK OF
 TU2791'KEANAE, ABOUT 700 FEET INLAND FROM THE GOVERNMENT ROAD, ON A HIGH
 TU2791'RIDGE NEAR A WHITE TOMB.  MARKS, A CONCRETE POST WITH CROSS IN
 TU2791'TOP, AND A CAIRN.
 TU2791
 TU2791                          STATION RECOVERY (1968)
 TU2791
 TU2791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2791'LOCATED ALONG THE NORTHEAST COAST OF THE EASTERN PART OF THE
 TU2791'ISLAND, AT KEANAE, ON THE TIMBERED RIDGE, ABOUT 700 FEET SOUTH
 TU2791'FROM STATE HIGHWAY 36, 380 FEET SOUTH OF THE POWER LINE, AND AT
 TU2791'ABOUT 400 FEET ELEVATION, ALONG THE EAST SIDE OF THE RIDGE TOP.
 TU2791'
 TU2791'TO REACH STATION FROM THE MAIN INTERSECTION IN PAIA, GO EAST ON
 TU2791'STATE HIGHWAY 36 FOR 26.7 MILES TO CAMP KEANAE ON LEFT, AND END
 TU2791'OF TRUCK TRAVEL.  PACK SOUTHERLY UP STEEP HILL ABOUT 350 FEET TO
 TU2791'POWER LINE ON CREST OF HILL, THEN CONTINUE SOUTH UP ALONG HILL
 TU2791'ABOUT 400 FEET TO STATION.
 TU2791'
 TU2791'STATION IS MARKED BY A CROSS IN THE TOP OF A 6-INCH-SQUARE
 TU2791'CONCRETE POST PROJECTING 2 INCHES FROM GROUND.  IT IS 16 FEET
 TU2791'WEST FROM EAST EDGE OF FLAT TOP OF HILL AND 60 FEET SOUTH OF A
 TU2791'STONE-BORDERED DEPRESSION, WHICH IS PROBABLY THE POINT ONCE
 TU2791'OCCUPIED BY THE OLD WHITE TOMB MENTIONED IN THE OLD
 TU2791'DESCRIPTION.  THERE IS A SMALL CAIRN OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2378 ***********************************************************************
 TU2378  DESIGNATION -  KEANAKAKOI
 TU2378  PID         -  TU2378
 TU2378  STATE/COUNTY-  HI/HAWAII
 TU2378  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2378
 TU2378                         *CURRENT SURVEY CONTROL
 TU2378  ___________________________________________________________________
 TU2378* NAD 83(1993)-  19 23 49.38617(N)    155 16 19.27927(W)     ADJUSTED  
 TU2378* LOCAL TIDAL -      1125.03   (meters)    3691.0    (feet)  LEVELING  
 TU2378  ___________________________________________________________________
 TU2378  EPOCH DATE  -        1993.62
 TU2378  LAPLACE CORR-         -13.13  (seconds)                    DEFLEC99
 TU2378  GEOID HEIGHT-          22.32  (meters)                     GEOID03
 TU2378
 TU2378  HORZ ORDER  -  SECOND
 TU2378  VERT ORDER  -  THIRD
 TU2378
 TU2378.The horizontal coordinates were established by classical geodetic methods
 TU2378.and adjusted by the National Geodetic Survey in December 1998..
 TU2378.The horizontal coordinates are valid at the epoch date displayed above.
 TU2378.The epoch date for horizontal control is a decimal equivalence
 TU2378.of Year/Month/Day.
 TU2378
 TU2378.The orthometric height was determined by differential leveling.
 TU2378.The vertical network tie was performed by a horz. field party for horz.
 TU2378.obs reductions. Reset procedures were used to establish the elevation.
 TU2378
 TU2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2378
 TU2378.The geoid height was determined by GEOID03.
 TU2378
 TU2378;                    North         East     Units Scale Factor Converg.
 TU2378;SPC HI 1     -    62,413.679   523,946.003   MT  0.99997375   +0 04 32.6
 TU2378;UTM  05      - 2,146,333.059   261,393.751   MT  1.00030380   -0 45 17.7
 TU2378
 TU2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2378!SPC HI 1     -   0.99981967  x   0.99997375  =   0.99979343
 TU2378!UTM  05      -   0.99981967  x   1.00030380  =   1.00012342
 TU2378
 TU2378|---------------------------------------------------------------------|
 TU2378| PID    Reference Object                     Distance      Geod. Az  |
 TU2378|                                                           dddmmss.s |
 TU2378| CN5421 KEANAKAKOI RM 1                       6.833 METERS 14134     |
 TU2378| CN5422 KEANAKAKOI RM 2                      11.014 METERS 21857     |
 TU2378| TU2382 4088                                APPROX. 3.1 KM 3294905.8 |
 TU2378|---------------------------------------------------------------------|
 TU2378
 TU2378                          SUPERSEDED SURVEY CONTROL
 TU2378
 TU2378  NAD 83(1986)-  19 23 49.36242(N)    155 16 19.31521(W) AD(       ) 2
 TU2378  OLD HI      -  19 24 00.24312(N)    155 16 29.31688(W) AD(       ) 2
 TU2378
 TU2378.Superseded values are not recommended for survey control.
 TU2378.NGS no longer adjusts projects to the OLD HI datum.
 TU2378.See file dsdata.txt to determine how the superseded data were derived.
 TU2378
 TU2378_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6139446333(NAD 83)
 TU2378_MARKER: DS = TRIANGULATION STATION DISK
 TU2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2378_SP_SET: SQUARE CONCRETE MONUMENT
 TU2378_STAMPING: KEANAKAKOI 1949
 TU2378_MARK LOGO: CGS   
 TU2378_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2378+STABILITY: SURFACE MOTION
 TU2378
 TU2378  HISTORY     - Date     Condition        Report By
 TU2378  HISTORY     - 1949     MONUMENTED       CGS
 TU2378  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2378  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2378  HISTORY     - 1977     GOOD             NGS
 TU2378
 TU2378                          STATION DESCRIPTION
 TU2378
 TU2378'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2378'LOCATED IN OPEN COUNTRY ABOUT 2.5 MILES SOUTH OF THE NATIONAL PARK
 TU2378'HEADQUARTERS, ON THE WEST RIM OF THE HALEMAUMAU CRATER, ABOUT
 TU2378'100 YARDS WEST OF THE CHAIN OF CRATERS ROAD AND 8 FEET WEST OF A
 TU2378'SHEER CLIFF ABOUT 50 FEET HIGH.
 TU2378'
 TU2378'STATION IS A STANDARD DISK SET IN A SQUARE TOPPED CONCRETE POST
 TU2378'THAT PROJECTS FOUR INCHES ABOVE THE GROUND.  STAMPED KEANAKAKOI
 TU2378'1949.
 TU2378'
 TU2378'THE UNDERGROUND MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF
 TU2378'CONCRETE THREE FEET BELOW THE SURFACE.  STAMPED KEANAKAKOI 1949.
 TU2378'
 TU2378'REFERENCE MARK NO.1 IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU2378'LARGE BURIED LAVA BOULDER THAT IS ABOUT 2 FEET ABOVE THE ELEVATION
 TU2378'OF THE STATION AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  A
 TU2378'STANDARD DISK STAMPED KEANAKAKOI NO 1 1949.
 TU2378'
 TU2378'REFERENCE MARK NO.2 IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU2378'BURIED LAVA BOULDER, ABOUT THE SAME ELEVATION AS THE STATION.  A
 TU2378'STANDARD DISK STAMPED KEANAKAKOI NO 2 1949.
 TU2378'
 TU2378'TO REACH FROM THE NATIONAL PARK HEADQUARTERS--GO SOUTH ON
 TU2378'GOVERNMENT ROAD FOR 2.2 MILES TO A CROSS ROAD, TURN LEFT ON CHAIN
 TU2378'OF CRATERS ROAD AND GO 4.2 MILES, TAKE RIGHT FORK ON DIM BLADED
 TU2378'ROAD, MAKE U TURN AND GO 0.8 MILES THEN TURN RIGHT ACROSS COUNTRY
 TU2378'FOR 0.1 MILES TO EDGE OF CLIFF AND STATION.
 TU2378'
 TU2378'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 TU2378
 TU2378                          STATION RECOVERY (1967)
 TU2378
 TU2378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2378'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2378'COMPLETE DESCRIPTION FOLLOWS--
 TU2378'
 TU2378'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ABOUT
 TU2378'2-1/4 MILES SOUTHWEST OF THE PARK HEADQUARTERS AND 2-1/2 MILES DUE
 TU2378'SOUTH, ACROSS KILAUEA CRATER, FROM KILAUEA MILITARY CAMP, ON THE
 TU2378'SOUTH RIM OF KILAUEA CRATER, ABOUT 450 FEET SOUTH OF THE CRATER
 TU2378'RIM ROAD AN AT ABOUT 3691 FEET ELEVATION.
 TU2378'
 TU2378'TO REACH STATION FROM THE PARK HEADQUARTERS BUILDING, GO WEST AND
 TU2378'SOUTH ON CRATER RIM ROAD FOR 5.3 MILES TO THE LARGE PARKING AREA
 TU2378'AT HALEMAUMAU CRATER OBSERVATION POINT.  CONTINUE ON THE ROAD FOR
 TU2378'0.7 MILE TO DIM SIDE ROAD RIGHT, AT LEFT CURVE OF MAIN ROAD, AND
 TU2378'END OF TRUCK TRAVEL, BELOW RIM AND STATION.  WALK SOUTH ABOUT
 TU2378'450 FEET TO STATION UP ON RIM.
 TU2378'
 TU2378'STATION MARK IS A STANDARD DISK STAMPED KEANAKAKOI 1949, SET IN
 TU2378'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 6
 TU2378'INCHES.  IT IS 20 FEET SOUTH FROM EDGE OF CLIFF AND 3 FEET
 TU2378'SOUTHWEST OF A CAIRN.
 TU2378'
 TU2378'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEANAKAKOI
 TU2378'NO 1 1949, CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT ROCK PROJECTING
 TU2378'14 INCHES, AND IS ABOUT 2 FEET HIGHER THAN STATION MARK.
 TU2378'
 TU2378'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEANAKAKOI
 TU2378'NO 2 1949, CEMENTED IN A DRILL HOLE IN A 12-INCH-DIAMETER ROCK
 TU2378'PROJECTING 6 INCHES, AND IS AT ABOUT SAME ELEVATION AS STATION
 TU2378'MARK.
 TU2378'
 TU2378'NOTE--IT IS POSSIBLE TO DRIVE TO STATION WITH A 4-WHEEL-DRIVE
 TU2378'VEHICLE BY PROCEEDING EAST ON CRATER RIM ROAD FROM END OF TRUCK
 TU2378'TRAVEL FOR 0.3 MILE, THEN TURN RIGHT, OFF OF HIGHWAY, AND FOLLOW
 TU2378'DIM TRACK ROAD EAST FOR 0.2 MILE TO EDGE OF A SMALL CRATER.  GO
 TU2378'RIGHT, AROUND HAIRPIN TURN, AND THEN GO WEST 0.55 MILE ACROSS
 TU2378'FLAT AREA TO STATION.
 TU2378
 TU2378                          STATION RECOVERY (1977)
 TU2378
 TU2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2378'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2378'GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS MEASURED
 TU2378'ON THIS DATE WERE ABOUT 5 MINUTES LESS THAN THE 1967
 TU2378'DIRECTIONS.  THE DISTANCE TO REFERENCE MARK 1 MEASURED ON THIS
 TU2378'DATE WAS 0.011 METER LONGER THAN THE 1967 MEASUREMENT.  THE
 TU2378'DISTANCE TO REFERENCE MARK 2 MEASURED ON THIS DATE COMPARED
 TU2378'FAVORABLY TO THE 1949 AND 1967 MEASUREMENTS.  THE 1967 RECOVERY
 TU2378'NOTE IS ADEQUATE.
 TU2378'
 TU2378'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2378'
 TU2378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2378'2.5 MILES S OF KILAUEA MILITARY CAMP.
 TU2378
 TU2378                          STATION RECOVERY (1977)
 TU2378
 TU2378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TU2378'THE FOLLOWING TEXT IS FROM A 1967 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2378'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ABOUT 2.25
 TU2378'MILES (3.62 KM) SOUTHWEST OF THE PARK HEADQUARTERS AND 2.5 MILES
 TU2378'(4.0 KM) DUE SOUTH, ACROSS KILAUEA CRATER, FROM KILAUEA MILITARY
 TU2378'CAMP, ON THE SOUTH RIM OF KILAUEA CRATER, ABOUT 450 FEET (137.2 M)
 TU2378'SOUTH OF THE CRATER RIM ROAD AN AT ABOUT 3691 FEET (1125.0 M)
 TU2378'ELEVATION. TO REACH STATION FROM THE PARK HEADQUARTERS BUILDING, GO
 TU2378'WEST AND SOUTH ON CRATER RIM ROAD FOR 5.3 MILES (8.5 KM) TO THE LARGE
 TU2378'PARKING AREA AT HALEMAUMAU CRATER OBSERVATION POINT.  CONTINUE ON THE
 TU2378'ROAD FOR 0.7 MILE (1.1 KM) TO DIM SIDE ROAD RIGHT, AT LEFT CURVE OF
 TU2378'MAIN ROAD, AND END OF TRUCK TRAVEL, BELOW RIM AND STATION.  WALK
 TU2378'SOUTH ABOUT 450 FEET (137.2 M) TO STATION UP ON RIM. STATION MARK IS
 TU2378'A STANDARD DISK STAMPED KEANAKAKOI 1949, SET IN THE TOP OF A
 TU2378'10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 6 INCHES.  IT IS 20 FEET
 TU2378'(6.1 M) SOUTH FROM EDGE OF CLIFF AND 3 FEET (0.9 M) SOUTHWEST OF A
 TU2378'CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2576 ***********************************************************************
 TU2576  DESIGNATION -  KEAUHOU 2 1928
 TU2576  PID         -  TU2576
 TU2576  STATE/COUNTY-  HI/HAWAII
 TU2576  USGS QUAD   -  KEALAKEKUA (1996)
 TU2576
 TU2576                         *CURRENT SURVEY CONTROL
 TU2576  ___________________________________________________________________
 TU2576* NAD 83(1993)-  19 33 44.34143(N)    155 56 35.03446(W)     ADJUSTED  
 TU2576* LOCAL TIDAL -       317.     (meters)    1040.     (feet)  SCALED    
 TU2576  ___________________________________________________________________
 TU2576  EPOCH DATE  -        1993.62
 TU2576  LAPLACE CORR-          25.05  (seconds)                    DEFLEC99
 TU2576  GEOID HEIGHT-          20.27  (meters)                     GEOID03
 TU2576
 TU2576  HORZ ORDER  -  THIRD
 TU2576
 TU2576.The horizontal coordinates were established by classical geodetic methods
 TU2576.and adjusted by the National Geodetic Survey in December 1998..
 TU2576.The horizontal coordinates are valid at the epoch date displayed above.
 TU2576.The epoch date for horizontal control is a decimal equivalence
 TU2576.of Year/Month/Day.
 TU2576
 TU2576.The orthometric height was scaled from a topographic map.
 TU2576
 TU2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2576
 TU2576.The geoid height was determined by GEOID03.
 TU2576
 TU2576;                    North         East     Units Scale Factor Converg.
 TU2576;SPC HI 1     -    80,751.957   453,508.912   MT  0.99999337   -0 08 54.1
 TU2576;UTM  05      - 2,165,705.743   191,191.987   MT  1.00077892   -0 59 10.4
 TU2576;UTM  04      - 2,165,915.560   820,764.757   MT  1.00087200   +1 01 28.0
 TU2576
 TU2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2576!SPC HI 1     -   0.99994699  x   0.99999337  =   0.99994036
 TU2576!UTM  05      -   0.99994699  x   1.00077892  =   1.00072586
 TU2576!UTM  04      -   0.99994699  x   1.00087200  =   1.00081894
 TU2576
 TU2576:                Primary Azimuth Mark                     Grid Az
 TU2576:SPC HI 1     -  KAINALIU ST PAUL CATH CH SPIRE           152 42 24.0
 TU2576:UTM  05      -  KAINALIU ST PAUL CATH CH SPIRE           153 32 40.3
 TU2576:UTM  04      -  KAINALIU ST PAUL CATH CH SPIRE           151 32 01.9
 TU2576
 TU2576|---------------------------------------------------------------------|
 TU2576| PID    Reference Object                     Distance      Geod. Az  |
 TU2576|                                                           dddmmss.s |
 TU2576| TU2570 KAINALIU ST PAUL CATH CH SPIRE      APPROX. 2.6 KM 1523329.9 |
 TU2576| TU2624 KAILUA WEST OIL TANK                APPROX.10.3 KM 3255030.5 |
 TU2576| TU2623 KAILUA EAST OIL TANK                APPROX.10.3 KM 3255230.5 |
 TU2576| TU2593 KAILUA MOKUAIKAUA CHURCH SPIRE      APPROX.10.1 KM 3281032.5 |
 TU2576|---------------------------------------------------------------------|
 TU2576
 TU2576                          SUPERSEDED SURVEY CONTROL
 TU2576
 TU2576  NAD 83(1986)-  19 33 44.33933(N)    155 56 35.06314(W) AD(       ) 3
 TU2576  OLD HI      -  19 33 55.23300(N)    155 56 45.09600(W) AD(       ) 3
 TU2576
 TU2576.Superseded values are not recommended for survey control.
 TU2576.NGS no longer adjusts projects to the OLD HI datum.
 TU2576.See file dsdata.txt to determine how the superseded data were derived.
 TU2576
 TU2576_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9119265706(NAD 83)
 TU2576
 TU2576  HISTORY     - Date     Condition        Report By
 TU2576  HISTORY     - 1928     MONUMENTED       CGS
 TU2576  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2576  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2576
 TU2576                          STATION DESCRIPTION
 TU2576
 TU2576'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2576'ON THE WEST COAST OF HAWAII, KONA DISTRICT, ABOUT 1-1/2 MILES
 TU2576'EAST BY SOUTH FROM KEAUHOU BAY, ON A HILL WHICH DOES NOT SHOW
 TU2576'VERY PROMINENTLY FROM OFF SHORE.  STATION IS ON CONE-SHAPED NUB,
 TU2576'ON SIDE OF RIDGE.  IT IS REACHED BY A TRAIL WHICH LEADS FROM
 TU2576'THE DOCK AT KEAUHOU BAY EAST TO THE RESIDENCE OF HARRY
 TU2576'HAANIO.  THERE THE TRAIL TURNS SOUTH FOR ABOUT 1/2 MILE.  FROM
 TU2576'OFFSHORE THE HILL ON WHICH THE STATION IS LOCATED APPEARS TO
 TU2576'THE SOUTHWARD OF A PROMINENT CULTIVATED FIELD, LIGHT GREEN IN
 TU2576'COLOR, WHICH SHOWS UP WELL AGAINST A HIGHER, DARK BACKGROUND.
 TU2576'TO THE SOUTHWARD ABOUT 1/2 MILE IS ANOTHER HILL SIMILAR TO
 TU2576'THE ONE WITH THE STATION AND OF ABOUT THE SAME ELEVATION.  ON IT IS
 TU2576'A STATION PROBABLY ESTABLISHED BY THE TERRITORIAL SURVEY,
 TU2576'WITH MARKS SIMILAR TO THOSE AT KEAUHOU 2, WHICH IS
 TU2576'PROBABLY OF SIMILAR ORIGIN.  KEAUHOU 2 IS CLOSELY IN THE
 TU2576'SAME POSITION AS THE OLD STATION KEAUHOU, AND IS MARKED BY A
 TU2576'1 1/2-INCH GALVANIZED PIPE PROJECTING ABOUT 18 INCHES FROM A
 TU2576'MASS OF LAVA ROCKS CEMENTED TOGETHER.  THE WORDS KEAUHOU
 TU2576'AUG. 1924, J. H. ARE CUT IN THE CEMENT.  A CROSS CUT IN A
 TU2576'LARGE BOWLDER IS DISTANT 4.45 METERS (14.6 FEET) FROM
 TU2576'STATION, IN AZIMUTH S. 5 DEG W. (MAG.).
 TU2576
 TU2576                          STATION RECOVERY (1948)
 TU2576
 TU2576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2576'THIS STATION WAS NOT VISITED AS IT WAS NOT TIED TO THE 1948
 TU2576'TRIANGULATION.  IT IS REPORTED THAT THE STATION IS INTACT AND SOME
 TU2576'PARTY HAS ERECTED A LONG WOODEN POLE.  THE HAWAII TERRITORY SURVEY
 TU2576'MONUMENTED THE STATION IN 1938 WITH CONCRETE INSTRUMENT PLATFORM,
 TU2576'METAL POLE AND TARGET.
 TU2576'
 TU2576'THE STATION IS BEST REACHED FROM THE MAIN HIGHWAY EAST OF THE
 TU2576'STATION, ALTHOUGH THE GOING IS DIFFICULT BECAUSE OF THICK BRUSH.
 TU2576
 TU2576                          STATION RECOVERY (1967)
 TU2576
 TU2576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2576'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE CROSS WAS
 TU2576'FOUND, ALTHOUGH THE BOULDER HAS ROLLED A BIT, SO THE CROSS IS NOW
 TU2576'ON BACK SIDE OF BOULDER AND IS 15.8 FEET FROM STATION, INSTEAD
 TU2576'OF 14.6 FEET.
 TU2576'
 TU2576'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF KAILUA, 1-1/4
 TU2576'MILES EAST OF KEAUHOU BAY, 1/2-MILE NORTH OF THE NEW PUU LOA
 TU2576'SUBDIVISION, 0.3 MILE SOUTHWEST OF OLD KEAUHOU SCHOOL AND ABOUT
 TU2576'800 FEET WEST-SOUTHWEST OF NEW HIGHWAY 11, AT ABOUT 1000 FEET
 TU2576'ELEVATION, ON A SMALL ROCK KNOLL ON THE SLOPES OVERLOOKING
 TU2576'KEAUHOU BAY.
 TU2576'
 TU2576'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO NORTH ON
 TU2576'STATE HIGHWAY 19 FOR 0.05 MILE.  TURN RIGHT AND GO SOUTHEAST ON
 TU2576'STATE HIGHWAY 11 FOR 6.8 MILES TO MACADAM ROAD RIGHT, AT SIGN
 TU2576'PUULOA RD.  TURN RIGHT FOR 0.05 MILE.  TURN RIGHT ON TRACK
 TU2576'ROAD AT SIGN KONA BAPTIST PARSONAGE AND GO 0.1 MILE TO END OF
 TU2576'ROAD AT HOUSE.  PACK NORTHWEST THROUGH HEAVY LANTANA BRUSH FOR
 TU2576'ABOUT 225 YARDS TO STATION.
 TU2576'
 TU2576'STATION IS MARKED BY A 1-1/4-INCH IRON PIPE PROJECTING 20 INCHES
 TU2576'FROM THE TOP OF A 2-FOOT CONCRETE DOME PROJECTING 16 INCHES FROM
 TU2576'GROUND.  IT HAS KEAUHOU G.P. AUG 1924 JT INSCRIBED IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2582 ***********************************************************************
 TU2582  DESIGNATION -  KEAUHOU COAST
 TU2582  PID         -  TU2582
 TU2582  STATE/COUNTY-  HI/HAWAII
 TU2582  USGS QUAD   -  KEALAKEKUA (1996)
 TU2582
 TU2582                         *CURRENT SURVEY CONTROL
 TU2582  ___________________________________________________________________
 TU2582* NAD 83(1993)-  19 33 12.49780(N)    155 58 00.12265(W)     ADJUSTED  
 TU2582* LOCAL TIDAL -         6.8    (meters)      22.     (feet)  VERT ANG  
 TU2582  ___________________________________________________________________
 TU2582  EPOCH DATE  -        1993.62
 TU2582  LAPLACE CORR-          25.10  (seconds)                    DEFLEC99
 TU2582  GEOID HEIGHT-          19.34  (meters)                     GEOID03
 TU2582
 TU2582  HORZ ORDER  -  SECOND
 TU2582
 TU2582.The horizontal coordinates were established by classical geodetic methods
 TU2582.and adjusted by the National Geodetic Survey in December 1998..
 TU2582.The horizontal coordinates are valid at the epoch date displayed above.
 TU2582.The epoch date for horizontal control is a decimal equivalence
 TU2582.of Year/Month/Day.
 TU2582
 TU2582.The orthometric height was determined by vertical angle observations.
 TU2582
 TU2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2582
 TU2582.The geoid height was determined by GEOID03.
 TU2582
 TU2582;                    North         East     Units Scale Factor Converg.
 TU2582;SPC HI 1     -    79,779.377   451,026.101   MT  0.99999630   -0 09 22.3
 TU2582;UTM  05      - 2,164,768.821   188,693.241   MT  1.00079808   -0 59 37.4
 TU2582;UTM  04      - 2,164,891.490   818,300.233   MT  1.00085252   +1 00 57.8
 TU2582
 TU2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2582!SPC HI 1     -   0.99999589  x   0.99999630  =   0.99999219
 TU2582!UTM  05      -   0.99999589  x   1.00079808  =   1.00079397
 TU2582!UTM  04      -   0.99999589  x   1.00085252  =   1.00084841
 TU2582
 TU2582:                Primary Azimuth Mark                     Grid Az
 TU2582:SPC HI 1     -  POINT                                    005 49 14.8
 TU2582:UTM  05      -  POINT                                    006 39 29.9
 TU2582:UTM  04      -  POINT                                    004 38 54.7
 TU2582
 TU2582|---------------------------------------------------------------------|
 TU2582| PID    Reference Object                     Distance      Geod. Az  |
 TU2582|                                                           dddmmss.s |
 TU2582| TU2581 POINT                               APPROX. 0.6 KM 0053952.5 |
 TU2582| CN5423 KEAUHOU COAST RM 1                   25.906 METERS 02313     |
 TU2582| CN5424 KEAUHOU COAST RM 2                    8.384 METERS 17039     |
 TU2582|---------------------------------------------------------------------|
 TU2582
 TU2582                          SUPERSEDED SURVEY CONTROL
 TU2582
 TU2582  NAD 83(1986)-  19 33 12.49560(N)    155 58 00.15434(W) AD(       ) 2
 TU2582  OLD HI      -  19 33 23.38700(N)    155 58 10.18900(W) AD(       ) 2
 TU2582
 TU2582.Superseded values are not recommended for survey control.
 TU2582.NGS no longer adjusts projects to the OLD HI datum.
 TU2582.See file dsdata.txt to determine how the superseded data were derived.
 TU2582
 TU2582_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8869364769(NAD 83)
 TU2582_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2582_SETTING: 66 = SET IN ROCK OUTCROP
 TU2582
 TU2582  HISTORY     - Date     Condition        Report By
 TU2582  HISTORY     - 1948     MONUMENTED       CGS
 TU2582  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2582  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2582
 TU2582                          STATION DESCRIPTION
 TU2582
 TU2582'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2582'THE STATION IS LOCATED ON A FLAT LAVA BED ABOUT 6.5 MILES SOUTH
 TU2582'SOUTHEAST OF KAILUA, ABOUT 4 MILES NORTHWEST OF KEALAKEKUA, ABOUT
 TU2582'0.4 MILE SOUTH OF THE MOUTH OF KEAUHOU BAY, ABOUT 150 FEET SOUTH
 TU2582'SOUTHWEST OF A CLUMP OF TREES, ABOUT 125 FEET NORTH NORTHWEST OF
 TU2582'A CLUMP OF TREES, 25 FEET EAST OF THE SEA BLUFF AND ABOUT 20
 TU2582'FEET ABOVE HIGH TIDE MARK.
 TU2582'
 TU2582'TO REACH FROM THE POST OFFICE IN KAILUA.  TO SOUTH FOR 4.25
 TU2582'MILES TO THE HEAD OF KEAUHOU BAY.  PASS THROUGH THE SHIPYARD
 TU2582'AND FOLLOW A TRACK ROAD ALONG THE SOUTH SIDE OF KEAUHOU BAY FOR
 TU2582'0.35 MILES TO A FENCE CORNER AND THE END OF TRUCK TRAVEL.  FROM
 TU2582'THIS POINT PACK WESTERLY FOR ABOUT 100 YARDS TO THE END OF THE
 TU2582'POINT AND TRIANGULATION STATION POINT, THEN TURN SOUTH AND
 TU2582'FOLLOW ALONG THE TOP OF THE SEA BLUFF FOR ABOUT 0.4 MILE TO THE
 TU2582'STATION.
 TU2582'
 TU2582'THE STATION IS A STANDARD DISK, STAMPED KEAUHOU COAST 1948, SET
 TU2582'INTO A DRILL HOLE IN BEDROCK WHICH IS ABOUT THE SAME ELEVATION
 TU2582'AS THE SURROUNDING ROCK.
 TU2582'
 TU2582'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEAUHOU
 TU2582'COAST 1 1948, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 TU2582'WITH THE GROUND.  IT IS LOCATED ABOUT 2 FEET LOWER THAN THE
 TU2582'STATION AND 37 FEET EAST OF THE EDGE OF THE SEA CLIFF.
 TU2582'
 TU2582'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEAUHOU
 TU2582'COAST 2 1948, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 TU2582'WITH THE GROUND.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS
 TU2582'THE STATION AND IS 30 FEET EAST OF THE EDGE OF THE SEA BLUFF.
 TU2582
 TU2582                          STATION RECOVERY (1967)
 TU2582
 TU2582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2582'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THERE
 TU2582'IS NOW A GOLF COURSE ON THE POINT AND IT IS POSSIBLE TO DRIVE TO
 TU2582'STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2582'
 TU2582'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH-SOUTHEAST OF KAILUA
 TU2582'AND 1/2-MILE SOUTH OF KEAUHOU BAY, ON FLAT LAVA POINT, ABOUT 20
 TU2582'FEET ABOVE SEA AND 25 FEET EAST OF EDGE OF SEA BLUFF.  IT IS NEAR
 TU2582'WEST EDGE OF GOLF COURSE, AND IS 215 FEET SOUTHWEST FROM EDGE OF
 TU2582'THE 3RD GREEN.
 TU2582'
 TU2582'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO SOUTH ON
 TU2582'ROAD ALONG COAST FOR 6.2 MILES TO KEAUHOU BAY DOCK.  CONTINUE
 TU2582'FOR 0.15 MILE TO START OF GOLF COURSE.  CONTINUE AHEAD ON ROAD
 TU2582'ACROSS GOLF COURSE FOR 0.3 MILE TO SOUTH EDGE OF FAIRWAY.  TURN
 TU2582'RIGHT AND GO ALONG EDGE OF FAIRWAY FOR 0.4 MILE TO 3RD HOLE
 TU2582'AND STATION.
 TU2582'
 TU2582'STATION MARK IS A STANDARD DISK STAMPED KEAUHOU COAST 1948,
 TU2582'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK.  IT IS 165 FEET SOUTHWEST
 TU2582'FROM EDGE OF FAIRWAY AND 25 FEET WEST OF A 10 X 20-YARD SAND PATCH.
 TU2582'
 TU2582'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEAUHOU
 TU2582'COAST 1 1948, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 80
 TU2582'FEET SOUTHWEST FROM EDGE OF FAIRWAY, 130 FEET SOUTHWEST FROM
 TU2582'EDGE OF 3RD GREEN, AND ABOUT 14 INCHES LOWER THAN STATION MARK.
 TU2582'
 TU2582'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAUHOU
 TU2582'COAST 2 1948, CEMENTED IN A DRILL HOLE IN BEDROCK, 25 FEET EAST
 TU2582'FROM EDGE OF SEA BLUFF AND ABOUT 6 INCHES HIGHER THAN STATION MARK.
 TU2582
 TU2582                          STATION RECOVERY (1972)
 TU2582
 TU2582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2582'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED BY
 TU2582'D.M. WHIPP IN 1967 IN GOOD CONDITION.
 TU2582'
 TU2582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2582'5.6 NM SSE OF KAILUA KONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2187 ***********************************************************************
 TU2187  DESIGNATION -  KEAUKAHA
 TU2187  PID         -  TU2187
 TU2187  STATE/COUNTY-  HI/HAWAII
 TU2187  USGS QUAD   -  HILO (1995)
 TU2187
 TU2187                         *CURRENT SURVEY CONTROL
 TU2187  ___________________________________________________________________
 TU2187* NAD 83(1993)-  19 44 03.56916(N)    155 00 14.26562(W)     ADJUSTED  
 TU2187* LOCAL TIDAL -         8.9    (meters)      29.     (feet)  VERT ANG  
 TU2187  ___________________________________________________________________
 TU2187  EPOCH DATE  -        1993.62
 TU2187  LAPLACE CORR-         -18.30  (seconds)                    DEFLEC99
 TU2187  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU2187
 TU2187  HORZ ORDER  -  FIRST
 TU2187
 TU2187.The horizontal coordinates were established by classical geodetic methods
 TU2187.and adjusted by the National Geodetic Survey in December 1998..
 TU2187.The horizontal coordinates are valid at the epoch date displayed above.
 TU2187.The epoch date for horizontal control is a decimal equivalence
 TU2187.of Year/Month/Day.
 TU2187
 TU2187.The orthometric height was determined by vertical angle observations.
 TU2187
 TU2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2187
 TU2187.The geoid height was determined by GEOID03.
 TU2187
 TU2187;                    North         East     Units Scale Factor Converg.
 TU2187;SPC HI 1     -    99,808.373   551,994.164   MT  1.00000007   +0 10 03.0
 TU2187;UTM  05      - 2,183,322.562   289,992.305   MT  1.00014516   -0 40 36.9
 TU2187
 TU2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2187!SPC HI 1     -   0.99999604  x   1.00000007  =   0.99999611
 TU2187!UTM  05      -   0.99999604  x   1.00014516  =   1.00014120
 TU2187
 TU2187|---------------------------------------------------------------------|
 TU2187| PID    Reference Object                     Distance      Geod. Az  |
 TU2187|                                                           dddmmss.s |
 TU2187| TU2185 LELEIWI USGS 1912                   229.565 METERS 00921     |
 TU2187| CN5425 KEAUKAHA RM 1                        13.367 METERS 03338     |
 TU2187| TU2159 1210=KAIWIKI NEW                    APPROX.13.6 KM 2801032.6 |
 TU2187| CN5426 KEAUKAHA RM 2                        61.505 METERS 34543     |
 TU2187|---------------------------------------------------------------------|
 TU2187
 TU2187                          SUPERSEDED SURVEY CONTROL
 TU2187
 TU2187  NAD 83(1986)-  19 44 03.53350(N)    155 00 14.28485(W) AD(       ) 1
 TU2187  OLD HI      -  19 44 14.47300(N)    155 00 24.24900(W) AD(       ) 1
 TU2187
 TU2187.Superseded values are not recommended for survey control.
 TU2187.NGS no longer adjusts projects to the OLD HI datum.
 TU2187.See file dsdata.txt to determine how the superseded data were derived.
 TU2187
 TU2187_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8999283323(NAD 83)
 TU2187_MARKER: Z = SEE DESCRIPTION
 TU2187_SETTING: 0 = UNSPECIFIED SETTING
 TU2187
 TU2187  HISTORY     - Date     Condition        Report By
 TU2187  HISTORY     - 1949     MONUMENTED       CGS
 TU2187  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2187  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2187  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2187  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2187  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2187
 TU2187                          STATION DESCRIPTION
 TU2187
 TU2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2187'THE STATION IS LOCATED ON LELEIWI POINT ABOUT 5 MILES EAST OF
 TU2187'HILO, 753 FEET SOUTH SOUTHWEST OF THE EASTERN END OF LELEIWI POINT,
 TU2187'ABOUT 0.4 MILE EAST OF THE PUUMAILE HOSPITAL, ABOUT 250 FEET SOUTH
 TU2187'OF A SMALL SHACK AND 31 FEET NORTHWEST OF THE CENTER OF A TRACK
 TU2187'ROAD.
 TU2187'
 TU2187'TO REACH FROM THE BRIDGE WHICH SPANS THE WAILOA RIVER IN THE TOWN
 TU2187'OF HILO.  GO EASTERLY ON THE MAIN TRAVELED ROAD FOR 4.3 MILES.  PASS
 TU2187'THROUGH THE GATE, INTO THE PUUMAILE HOSPITAL GROUNDS, AND GO
 TU2187'SOUTHERLY, PASSING TO THE LEFT HAND SIDE OF THE MAIN BUILDING,
 TU2187'FOR 0.3 MILE TO A TURN AROUND AT THE END OF THE PAVED ROAD.  FROM
 TU2187'THIS POINT GO SOUTH AND EAST ON A TRACK ROAD FOR 0.4 MILE TO THE
 TU2187'STATION ON THE LEFT HAND SIDE OF THE ROAD.
 TU2187'
 TU2187'THE STATION IS A STANDARD DISK, STAMPED KEAUKAHA 1949, SET IN THE
 TU2187'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES.
 TU2187'
 TU2187'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEAUKAHA
 TU2187'NO 1 1949, SET INTO A DRILL HOLE IN BED ROCK WHICH IS FLUSH WITH
 TU2187'THE SURROUNDING ROCK.  IT IS LOCATED 12 FEET WEST OF THE CENTER
 TU2187'OF A TRACK ROAD AND ABOUT 3 FEET HIGHER THAN THE STATION.
 TU2187'
 TU2187'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEAUKAHA
 TU2187'NO 2 1949, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 TU2187'THE SURROUNDING ROCK.  IT IS LOCATED 7 FEET EAST OF THE SOUTHEAST
 TU2187'CORNER OF AN OLD SHACK AND AT ABOUT THE SAME ELEVATION AS THE
 TU2187'STATION.
 TU2187
 TU2187                          STATION RECOVERY (1958)
 TU2187
 TU2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2187'THE STATION AND R. MS. NO. 1 AND 2 WERE RECOVERED AS DESCRIBED IN
 TU2187'1949 IN GOOD CONDITION, EXCEPT FOR THE FOLLOWING ADDITIONS AND
 TU2187'CORRECTIONS--
 TU2187'
 TU2187'THE MAIN TRAVELED ROAD IS KAMEHAMEHA AVE., AND KALANIANAOLE ST.
 TU2187'
 TU2187'THE PUUMAILE HOSPITAL IS NOW ABANDONED.
 TU2187'
 TU2187'THE OLD SHACK MENTIONED IN R.M. NO. 2 HAS BEEN MOVED AND THE
 TU2187'MARK IS NOW 20.7 FEET N.E. OF THE N.E. CORNER OF THE SHACK.
 TU2187
 TU2187                          STATION RECOVERY (1962)
 TU2187
 TU2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2187'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2187'CONDITION AS DESCRIBED IN 1949 AND AS RECOVERED BY H.O.F. IN
 TU2187'1958.  THE STATION AND REFERENCE MARK 1 ARE COVERED IN HEAVY
 TU2187'BRUSH AND REFERENCE MARK 2 PROVIDES THE PRINCIPAL CLUE TO THE
 TU2187'STATION LOCATION.
 TU2187'
 TU2187'THE DESCRIPTION, AS AMENDED BY THE 1958 RECOVERY NOTE, IS
 TU2187'ADEQUATE.
 TU2187
 TU2187                          STATION RECOVERY (1966)
 TU2187
 TU2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2187'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2187'DISTANCE TO THE REFERENCE MARKS WAS MEASURED AND FOUND TO AGREE
 TU2187'CLOSELY WITH THE ORIGINAL.  THE HOSPITAL MENTIONED IN 1949
 TU2187'DESCRIPTION IS GONE.  STATION IS IN AN AREA COVERED WITH HIGH
 TU2187'BRUSH AND TREES AND A TOWER ABOUT 20 FEET HIGH WOULD BE NECESSARY
 TU2187'TO SEE OUT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2187'
 TU2187'STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF HILO AND 753 FEET
 TU2187'SOUTH OF THE EXTREME TIP OF LELEIWI POINT (AND STATION LELEIWI
 TU2187'USGS), INSIDE THE CURVE OF A 90 DEG LEFT TURN OF A TRACK ROAD,
 TU2187'ABOUT 200 FEET BEFORE REACHING END OF ROAD AND OLD HOUSE.
 TU2187'
 TU2187'TO REACH STATION FROM THE INTERSECTION OF WAIANUENUE ST. AND
 TU2187'KAMEHAMEHA AVE. IN HILO, GO EAST ON KAMEHAMEHA AVE. FOR 1.7
 TU2187'MILES.  TAKE LEFT FORK AND FOLLOW KALANIANAOLE ST. FOR 3.7 MILES
 TU2187'TO END OF PAVED STREET.  CONTINUE AHEAD ON GRAVEL ROAD FOR 0.1
 TU2187'MILE.  TURN RIGHT, ON NARROW MACADAM ROAD, AND GO 0.1 MILE.  TAKE
 TU2187'SIDE ROAD LEFT, 50 YARDS BEFORE RADIO TOWER, AND FOLLOW TRACK
 TU2187'ROAD EAST FOR 0.35 MILE.  TAKE LEFT FORK AND GO 0.1 MILE TO TOP
 TU2187'OF VERY SLIGHT RISE AND 90 DEG LEFT TURN.  RM 1 IS BY SIDE OF
 TU2187'ROAD AT THIS POINT AND STATION IS 50 FEET SOUTHWEST.
 TU2187'
 TU2187'STATION MARK IS A STANDARD DISK STAMPED KEAUKAHA 1949, SET IN
 TU2187'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 TU2187'INCHES.  IT IS IN DENSE BRUSH, 32 FEET NORTHWEST OF TRACK ROAD, ON
 TU2187'SMALL LAVA RIDGE, OR RISE, SEPARATED FROM ROAD BY SMALL GULLY,
 TU2187'AND ABOUT 200 FEET SOUTH-SOUTHEAST OF OLD HOUSE.
 TU2187'
 TU2187'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEAUKAHA NO
 TU2187'1 1949, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, FLUSH WITH
 TU2187'SURROUNDING AREA, 12 FEET WEST-SOUTHWEST OF CENTER LINE OF ROAD,
 TU2187'ON THE SLIGHT RISE OVER WHICH ROAD PASSES ON THE CURVE, AND ABOUT
 TU2187'1 FOOT HIGHER THAN STATION MARK.
 TU2187'
 TU2187'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAUKAHA
 TU2187'NO 2 1949, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK FLUSH WITH
 TU2187'GROUND AND HIDDEN BY GRASS.  IT IS 17.7 FEET NORTHEAST OF THE
 TU2187'FRONT STEPS OF THE OLD HOUSE AND 10.2 FEET NORTHWEST OF A LARGE
 TU2187'PALM TREE, THE NORTHERNMOST ONE IN THE YARD.
 TU2187
 TU2187                          STATION RECOVERY (1975)
 TU2187
 TU2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2187'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2187'CONDITION.  THE STATION IS IN HEAVY BRUSH AND WOULD REQUIRE A
 TU2187'TOWER OR EXTENSIVE CLEARING TO EVEN SEE THE REFERENCE MARKS.
 TU2187'
 TU2187'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2187'5 MILES EAST OF HILO.
 TU2187
 TU2187                          STATION RECOVERY (1977)
 TU2187
 TU2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2187'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2187'GOOD CONDITION.  DUE TO HEAVY BRUSH AND GROWTH AROUND THE STATION
 TU2187'SITE NO OBSERVATIONS COULD BE MADE FROM THE GROUND AT THE STATION
 TU2187'AND NO DIRECT MEASUREMENT COULD BE MADE TO REFERENCE MARK 2.  A
 TU2187'50-FOOT-HIGH G-MAST WAS USED IN ORDER TO CLEAR THE NEARBY TREES.
 TU2187'A TRAVERSE WAS MADE FROM THE STATION MARK THROUGH REFERENCE MARK 1
 TU2187'TO REFERENCE MARK 2 AND THE MEASURED DISTANCE TO REFERENCE MARK
 TU2187'1 AND THE DISTANCE TO REFERENCE MARK 2 AND THE ANGLE BETWEEN
 TU2187'THE REFERENCE MARKS COMPUTED FROM THE TRAVERSE COMPARED
 TU2187'FAVORABLY WITH THE 1949 MEASUREMENTS.  DUE TO CHANGES A NEW
 TU2187'DESCRIPTION FOLLOWS--
 TU2187'
 TU2187'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF HILO AND
 TU2187'ABOUT 750 FEET SOUTH OF THE EXTREME TIP OF LELEIWI POINT, ON THE
 TU2187'INSIDE OF A 90 DEGREE CURVE IN A TRACK ROAD, AND ABOUT 200 FEET
 TU2187'BEFORE REACHING THE END OF THE ROAD AT AN OLD HOUSE.  PERMISSION
 TU2187'WAS OBTAINED FROM MRS. LILIAN PUANA WHO LIVES JUST NORTH OF THE
 TU2187'STATION SITE.
 TU2187'
 TU2187'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2187'19 IN THE EAST PART OF HILO GO EAST ON STATE HIGHWAY 19
 TU2187'(KALANIANAOLE ST.) 3.9 MILES TO THE END OF THE PAVEMENT.  CONTINUE
 TU2187'EAST ON A GRAVELED ROAD 0.15 MILE TO A TRACK ROAD ON THE
 TU2187'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE TRACK ROAD 0.05 MILE
 TU2187'TO A TRACK ROAD ON THE LEFT.  TURN LEFT ONTO THE TRACK ROAD AND
 TU2187'GO EAST 0.25 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT ONTO
 TU2187'THE TRACK ROAD AND GO NORTHEAST AND EAST 0.1 MILE TO A CURVE
 TU2187'IN THE ROAD AND THE STATION SITE ON THE LEFT.
 TU2187'
 TU2187'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK STAMPED
 TU2187'KEAUKAHA 1949 SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 TU2187'PROJECTING 6 INCHES ABOVE THE GROUND AND IS ABOUT 200 FEET
 TU2187'SOUTH-SOUTHEAST OF AN OLD HOUSE, 35 FEET NORTH OF THE TRACK ROAD,
 TU2187'AND ON A SMALL RISE SEPARATED FROM THE ROAD BY A SMALL GULLY.
 TU2187'
 TU2187'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED
 TU2187'KEAUKAHA NO 1 1949 CEMENTED IN A DRILL HOLE IN LAVA ROCK FLUSH
 TU2187'WITH THE SURROUNDING ROCK AND IS 12 FEET WEST OF THE TRACK ROAD
 TU2187'AND 4 INCHES SOUTH OF A 1/2-INCH STEEL ROD THAT HAS BEEN DRIVEN
 TU2187'INTO A CRACK IN THE ROCK.
 TU2187'
 TU2187'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED
 TU2187'KEAUKAHA NO 2 1949 CEMENTED IN A DRILL HOLE IN LAVA ROCK FLUSH
 TU2187'WITH THE SURROUNDING ROCK AND IS 16.2 FEET SOUTH OF THE SOUTHWEST
 TU2187'CORNER OF A GARAGE AND 14.8 FEET NORTH-NORTHEAST OF THE NORTH
 TU2187'CORNER OF A HOUSE.
 TU2187'
 TU2187'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2187'5-1/2 MILES EAST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3330 ***********************************************************************
 TU3330  DESIGNATION -  KEAWANUI
 TU3330  PID         -  TU3330
 TU3330  STATE/COUNTY-  HI/MAUI
 TU3330  USGS QUAD   -  
 TU3330
 TU3330                         *CURRENT SURVEY CONTROL
 TU3330  ___________________________________________________________________
 TU3330* NAD 83(1993)-  21 03 06.68374(N)    156 51 01.25169(W)     ADJUSTED  
 TU3330* LOCAL TIDAL -         2.     (meters)       7.     (feet)  VERT ANG  
 TU3330  ___________________________________________________________________
 TU3330  EPOCH DATE  -        1993.62
 TU3330  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 TU3330  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU3330
 TU3330  HORZ ORDER  -  SECOND
 TU3330
 TU3330.The horizontal coordinates were established by classical geodetic methods
 TU3330.and adjusted by the National Geodetic Survey in December 1998..
 TU3330.The horizontal coordinates are valid at the epoch date displayed above.
 TU3330.The epoch date for horizontal control is a decimal equivalence
 TU3330.of Year/Month/Day.
 TU3330
 TU3330.The orthometric height was determined by vertical angle observations.
 TU3330.No vertical observational check was made to the station.
 TU3330
 TU3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3330
 TU3330.The geoid height was determined by GEOID03.
 TU3330
 TU3330;                    North         East     Units Scale Factor Converg.
 TU3330;SPC HI 2     -    79,558.255   480,909.826   MT  0.99997117   -0 03 57.5
 TU3330;UTM  04      - 2,329,392.469   723,372.705   MT  1.00021663   +0 46 21.0
 TU3330
 TU3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3330!SPC HI 2     -   0.99999717  x   0.99997117  =   0.99996834
 TU3330!UTM  04      -   0.99999717  x   1.00021663  =   1.00021380
 TU3330
 TU3330|---------------------------------------------------------------------|
 TU3330| PID    Reference Object                     Distance      Geod. Az  |
 TU3330|                                                           dddmmss.s |
 TU3330| CN5430 KEAWANUI RM 2                                      12648     |
 TU3330| CN5431 KEAWANUI RM 3                         3.780 METERS 13518     |
 TU3330| TU3336 KAMALO HARBOR SHACK                 APPROX. 2.6 KM 2525517.0 |
 TU3330| TU3337 RAYKAMA                             APPROX. 2.6 KM 2570440.0 |
 TU3330| TU3334 JOHN                                APPROX. 1.7 KM 2651355.0 |
 TU3330| CN5432 KEAWANUI RM 4                        37.480 METERS 33708     |
 TU3330| CN5429 KEAWANUI RM 1                                      33942     |
 TU3330|---------------------------------------------------------------------|
 TU3330
 TU3330                          SUPERSEDED SURVEY CONTROL
 TU3330
 TU3330  NAD 83(1986)-  21 03 06.63773(N)    156 51 01.20118(W) AD(       ) 2
 TU3330  OLD HI      -  21 03 18.08800(N)    156 51 11.34100(W) AD(       ) 2
 TU3330
 TU3330.Superseded values are not recommended for survey control.
 TU3330.NGS no longer adjusts projects to the OLD HI datum.
 TU3330.See file dsdata.txt to determine how the superseded data were derived.
 TU3330
 TU3330_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2337329392(NAD 83)
 TU3330
 TU3330  HISTORY     - Date     Condition        Report By
 TU3330  HISTORY     - 1925     MONUMENTED       CGS
 TU3330  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3330  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3330  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU3330
 TU3330                          STATION DESCRIPTION
 TU3330
 TU3330'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3330'ON THE SOUTHERN COAST OF MOLOKAI, ON THE SAND SHORE AT THE END
 TU3330'OF THE KEAWANUI FISHPOND WALL WHERE THE WALL JOINS THE LONG SPIT
 TU3330'EXTENDING TO THE SOUTH.  STATION IS THE CENTER OF A 2-INCH IRON
 TU3330'PIPE PROJECTING 1 FOOT ABOVE THE LARGER TRIANGULAR CONCRETE BASE
 TU3330'IN WHICH IT IS SET.  THIS MARK IS ONE OF SEVERAL PERMANENT MARKS
 TU3330'PLACED IN THE VICINITY BY THE BOARD OF HARBOR COMMISSIONERS IN A
 TU3330'RECENT SURVEY OF THE HARBOR BORDERING KEAWANUI POND ON THE
 TU3330'WEST.  REFERENCE MARK NO. 1 IS A STANDARD BRONZE TABLET WITH
 TU3330'ARROW POINTING TOWARD STATION SET IN THE CENTER OF TOP OF AN
 TU3330'IRREGULAR MASS OF CONCRETE, NOTE 11C.  IT IS 9.013 METERS
 TU3330'(29.57 FEET) FROM STATION IN AZIMUTH 159 DEG 42 MIN.  REFERENCE
 TU3330'MARK NO. 2 IS A STANDARD BRONZE TABLET WITH ARROW POINTING
 TU3330'TOWARDS THE STATION SET IN THE CENTER OF THE TOP OF A SQUARE
 TU3330'BLOCK OR POST OF CONCRETE, NOTE 11A.  IT IS 9.372 METERS
 TU3330'(30.75 FEET) FROM STATION IN AZIMUTH 306 DEG 47 MIN.
 TU3330
 TU3330                          STATION RECOVERY (1930)
 TU3330
 TU3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3330'STATION IS ON THE S COAST OF MOLOKAI ISLAND.  IT WAS RECOVERED
 TU3330'AS DESCRIBED EXCEPT THAT CHANGES IN THE DESCRIPTION ARE AS FOLLOWS--
 TU3330'
 TU3330'ON THE SAND SHORE AT THE S END OF THE KEAWANUI WEST FISHPOND
 TU3330'WALL, WHERE THE WALL JOINS THE LONG SPIT EXTENDING TO THE S.  THERE
 TU3330'IS A HOUSE 30 M. SE OF THE STATION.  NO REFERENCE MARKS WERE
 TU3330'FOUND.  REFERENCE MARK 1 IS GONE, AS THE IMPRINT OF ONE SIDE OF
 TU3330'THE DISK WAS FOUND IN A SMALL MASS OF CONCRETE.
 TU3330
 TU3330                          STATION RECOVERY (1962)
 TU3330
 TU3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3330'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 TU3330'CONDITION.  REFERENCE MARK TWO WAS FOUND LAYING ON TOP OF THE
 TU3330'GROUND NEAR ITS ORIGINAL LOCATION.  REFERENCE MARK ONE WAS NOT
 TU3330'RECOVERED AS SOME OF THE SPIT TO NORTH OF STATION MARK HAS
 TU3330'BEEN WASHED AWAY BY STORM WAVES.  TWO NEW REFERENCE MARKS WERE
 TU3330'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3330'
 TU3330'STATION IS LOCATED, AIRLINE, ABOUT 11-1/2 MILES EAST-SOUTHEAST
 TU3330'OF KAUNAKAKAI, 1-1/2 MILES EAST OF KAMALO WHARF, 1/2 MILES
 TU3330'SOUTH-SOUTHEAST OF STATE HIGHWAY 45 AND ON THE SPIT AT THE SOUTH
 TU3330'END OF THE KEAWANUI WEST FISHPOND WALL, WHERE THE SPIT AND
 TU3330'ROCK WALL JOIN AT THE SOUTH END OF THE FISHPOND.
 TU3330'
 TU3330'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3330'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY
 TU3330'45 FOR 10.7 MILES TO A SHARP LEFT CURVE IN HIGHWAY AT KAMALO
 TU3330'WHARF ON RIGHT.  CONTINUE ON THE HIGHWAY FOR 2.85 MILES TO A
 TU3330'GRAVEL RIGHT FORK STRAIGHT AHEAD, JUST BEFORE CROSSING A SMALL
 TU3330'WOODEN BRIDGE ON LEFT CURVE IN HIGHWAY.  TAKE RIGHT FORK AND GO
 TU3330'0.1 MILE TO A BOARD GATE ON LEFT.  PASS THROUGH GATE AND FOLLOW
 TU3330'TRACK ROAD SOUTHWEST FOR 0.3 MILE TO END OF TRUCK TRAVEL AT
 TU3330'SMALL POND BY FENCE CORNER.  WALK SOUTHWESTERLY ALONG RIGHT SIDE
 TU3330'OF STONE WALL FOR ABOUT 1/4 MILE TO CURVE IN SPIT.  GO
 TU3330'RIGHT, NORTHWEST, ALONG SHORE OF POND ABOUT 100 YARDS TO
 TU3330'JUNCTION OF NORTH TIP OF SPIT WITH SOUTH END OF ROCK WALL
 TU3330'AND STATION.
 TU3330'
 TU3330'STATION MARK IS A 2-INCH IRON PIPE PROJECTING ABOUT 8 INCHES
 TU3330'ABOVE GROUND.  IT IS SET IN A TRIANGLE SHAPED CONCRETE MONUMENT
 TU3330'THAT PROJECTS ABOUT 2 INCHES ABOVE GROUND AND IS 10 INCHES ON
 TU3330'EACH SIDE.  LETTERS P 2 ARE INSCRIBED IN TOP OF THE MONUMENT.  IT
 TU3330'IS 8 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF THE ROCK, WALL,
 TU3330'3-1/2 FEET NORTH OF A DIM TRAIL AND 6 FEET NORTH OF A LONE POST.
 TU3330'
 TU3330'REFERENCE MARK THREE IS A STANDARD DISK STAMPED KEAWANUI NO 3
 TU3330'1925 1962, BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET
 TU3330'IN CONCRETE AND PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS 12
 TU3330'FEET EAST-SOUTHEAST OF THE LONE POST, 3 FEET SOUTHWEST OF THE HIGH
 TU3330'TIDE SHORELINE, 2 INCHES WEST OF A 2 X 4 STAKE AND ABOUT 6 INCHES
 TU3330'LOWER THAN STATION.
 TU3330'
 TU3330'REFERENCE MARK FOUR IS A STANDARD DISK, STAMPED KEAWANUI NO 4
 TU3330'1925 1962, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CONCRETE
 TU3330'BULKHEAD OF A GATE IN THE FISHPOND WALL.  IT IS AT SAME ELEVATION
 TU3330'AS STATION.
 TU3330'
 TU3330'STATION RAYKAMA 1961 WILL SERVE AS THE AZIMUTH MARK.
 TU3330
 TU3330                          STATION RECOVERY (1965)
 TU3330
 TU3330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU3330'THIS STATION MARK WAS FOUND IN VERY POOR CONDITION AND SHOULD BE
 TU3330'CONSIDERED LOST.  THE MARK, A 2-INCH IRON PIPE EXTENDING ABOUT
 TU3330'EIGHT INCHES FROM A TRIANGULAR CONCRETE SLAB INSCRIBED P 2, HAS
 TU3330'OBVIOUSLY BEEN DISTURBED.  THE SLAB HAS A PRONOUNCED WESTWARD
 TU3330'TILT AND RESTS PRECARIOUSLY ON THE SEAWARD EDGE OF KEAWANUI
 TU3330'FISHPOND WALL.  REFERENCE MARKS ONE AND TWO WERE NOT
 TU3330'RECOVERED.  REFERENCE MARK THREE WAS FOUND IN GOOD CONDITION
 TU3330'12.25 FEET SSE OF THE STATION MARK ALONGSIDE THE ROCK WALL
 TU3330'WHERE IT TERMINATES AGAINST THE SPIT.  REFERENCE MARK FOUR WAS
 TU3330'FOUND AS DESCRIBED.  APPARENTLY THAT PART OF THE SPIT OCCUPIED
 TU3330'BY THE STATION HAS BEEN WASHED AWAY BY THE SEA, AND THE
 TU3330'ROCK WALL HAS SUBSEQUENTLY BEEN EXTENDED TO INCLUDE THE
 TU3330'STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2735 ***********************************************************************
 TU2735  DESIGNATION -  KEAWANUI RESET=101
 TU2735  PID         -  TU2735
 TU2735  STATE/COUNTY-  HI/HAWAII
 TU2735  USGS QUAD   -  KEAWANUI BAY (1982)
 TU2735
 TU2735                         *CURRENT SURVEY CONTROL
 TU2735  ___________________________________________________________________
 TU2735* NAD 83(1993)-  20 06 23.69838(N)    155 52 50.78100(W)     ADJUSTED  
 TU2735* LOCAL TIDAL -        32.9    (meters)     108.     (feet)  VERT ANG  
 TU2735  ___________________________________________________________________
 TU2735  EPOCH DATE  -        1993.62
 TU2735  LAPLACE CORR-          11.06  (seconds)                    DEFLEC99
 TU2735  GEOID HEIGHT-          19.29  (meters)                     GEOID03
 TU2735
 TU2735  HORZ ORDER  -  SECOND
 TU2735
 TU2735.The horizontal coordinates were established by classical geodetic methods
 TU2735.and adjusted by the National Geodetic Survey in December 1998..
 TU2735.The horizontal coordinates are valid at the epoch date displayed above.
 TU2735.The epoch date for horizontal control is a decimal equivalence
 TU2735.of Year/Month/Day.
 TU2735
 TU2735.The orthometric height was determined by vertical angle observations.
 TU2735
 TU2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2735
 TU2735.The geoid height was determined by GEOID03.
 TU2735
 TU2735;                    North         East     Units Scale Factor Converg.
 TU2735;SPC HI 1     -   140,986.688   460,181.257   MT  0.99998626   -0 07 51.2
 TU2735;UTM  05      - 2,225,880.720   198,761.890   MT  1.00072173   -0 59 27.8
 TU2735
 TU2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2735!SPC HI 1     -   0.99999180  x   0.99998626  =   0.99997806
 TU2735!UTM  05      -   0.99999180  x   1.00072173  =   1.00071352
 TU2735
 TU2735|---------------------------------------------------------------------|
 TU2735| PID    Reference Object                     Distance      Geod. Az  |
 TU2735|                                                           dddmmss.s |
 TU2735| CN5428 KEAWANUI RM 2                        11.416 METERS 03410     |
 TU2735| TU2602 PUAKO NEW                           APPROX.15.9 KM 1573845.8 |
 TU2735| CN5427 KEAWANUI RM 1                         9.330 METERS 17131     |
 TU2735|---------------------------------------------------------------------|
 TU2735
 TU2735                          SUPERSEDED SURVEY CONTROL
 TU2735
 TU2735  NAD 83(1986)-  20 06 23.68015(N)    155 52 50.77938(W) AD(       ) 2
 TU2735  OLD HI      -  20 06 34.70100(N)    155 53 00.81300(W) AD(       ) 2
 TU2735
 TU2735.Superseded values are not recommended for survey control.
 TU2735.NGS no longer adjusts projects to the OLD HI datum.
 TU2735.See file dsdata.txt to determine how the superseded data were derived.
 TU2735
 TU2735_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9876225881(NAD 83)
 TU2735
 TU2735  HISTORY     - Date     Condition        Report By
 TU2735  HISTORY     - 1911     MONUMENTED       USGS
 TU2735  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2735  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2735  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2735  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2735  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2735
 TU2735                          STATION DESCRIPTION
 TU2735
 TU2735'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2735'ON NORTHWEST COAST OF HAWAII, WEST COAST OF KOHALA, ON A ROCKY
 TU2735'PROMONTORY JUST INSIDE A PROMINENT POINT (MALAEA POINT) WHICH IS
 TU2735'MIDWAY BETWEEN KAWAIHAE LIGHT AND MOHUKONA LIGHT, AND AT A PLACE
 TU2735'WHERE THE SHORE LINE RUNS NORTHEAST FOR ALMOST 300 METERS.  OUT
 TU2735'ON THIS POINT IS A HIGH ROCK PINNACLE TOUCHED UP WITH PAINT.  THE
 TU2735'NEXT PAINT SPOT TO THE SOUTHEAST ALONG THE SHORE IS THE SYMBOL,
 TU2735'CROSS INSIDE CIRCLE, AND IS 700 METERS DISTANT.  360 METERS
 TU2735'SOUTHEAST OF THIS SYMBOL IS PAINT ON A CAIRN.  THE STATION IS
 TU2735'DIRECTLY EAST 330 METERS FROM PINNACLE ON POINT.  MARKED
 TU2735'ORIGINALLY BY THREE LINES OF BOTTLES RADIATING FROM CENTER
 TU2735'AND THREE CORAL BLOCKS MARKED WITH TRIANGLES, OVER WHICH WAS
 TU2735'A LARGE STONE CAIRN INSIDE A SMALL STONE INCLOSURE.  IN 1913
 TU2735'BOTTLES WERE FOUND DISARRANGED AND MOSTLY BROKEN.  THE THREE
 TU2735'CORAL STONES WERE APPARENTLY UNDISTURBED, FORMING A
 TU2735'TRIANGLE A LITTLE LESS THAN 1 METER ON A SIDE.
 TU2735
 TU2735                          STATION RECOVERY (1938)
 TU2735
 TU2735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2735'LOCATION OF STATION--ON A ROCKY PROMONTORY ABOUT 0.2 MILE INSHORE
 TU2735'FROM A PROMINENT POINT OF LAND CALLED MALAEA POINT WHICH IS ABOUT
 TU2735'5-1/2 MILES FROM BOTH KAWAIHAE AND MAHUKONA LIGHT HOUSES.
 TU2735'
 TU2735'OLD STATION FOUND--U.S.G.S. BRONZE TABLET SET IN CENTER OF
 TU2735'TRIANGULATION STATION CUT IN ROCK.  101 FEET ELEVATION MARKED
 TU2735'ON TABLET.
 TU2735'
 TU2735'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2735'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG
 TU2735'SET ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO
 TU2735'VIEW.  A STANDARD METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2735
 TU2735                          STATION RECOVERY (1948)
 TU2735
 TU2735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2735'ON OMALAE POINT WHICH IS SIX MILES NORTHWESTWARD OF KAWAIHAE
 TU2735'LIGHT.  ON A SMALL RISE 101 FEET IN ELEVATION, 400 TO 500 YARDS
 TU2735'FROM THE END OF THE POINT.  THERE IS A SLIGHTLY HIGHER KNOLL
 TU2735'ABOUT 200 YDS. EASTWARD.  THERE IS A SMALL ROCK WALL AROUND
 TU2735'THE STATION.
 TU2735'
 TU2735'LANDING WAS MADE ON THE SOUTH SIDE OF THE POINT IN A BIGHT,
 TU2735'THE NEAREST PLACE FROM THE SHORELINE TO THE STATION.  THE HEAD
 TU2735'OF THIS BIGHT IS ROCK AND GRAVEL.  THERE IS ANOTHER SMALL BIGHT
 TU2735'ON THE NORTH SIDE OF THE POINT.
 TU2735'
 TU2735'THE STATION WAS RECOVERED IN 1938 AND MONUMENTED WITH A CONCRETE
 TU2735'PLATFORM, METAL POLE AND TARGET.  THEY RECOVERED A USGS DISK SET
 TU2735'IN A TRIANGLE WHICH WAS PROBABLY AN OLD RM.  ELEVATION 101 STAMPED
 TU2735'ON THE DISK.  THIS RECOVERY WAS BY THE HAWAII TERRITORY
 TU2735'SURVEY.  THE USGS DISK WAS RECOVERED IN 1948, SURROUNDED BY
 TU2735'CONCRETE.
 TU2735'
 TU2735'A REFERENCE MARK STAMPED R. M. NO. 1 WAS SET IN LEDGE IN A
 TU2735'SOUTHERLY DIRECTION, DISTANT 30.65 FEET (9.343 M).
 TU2735
 TU2735                          STATION RECOVERY (1967)
 TU2735
 TU2735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2735'STATION WAS RECOVERED AND BOTH MARKS FOUND IN GOOD CONDITION.  A
 TU2735'NEW REFERENCE MARK WAS ESTABLISHED.  IT IS NOW POSSIBLE TO DRIVE
 TU2735'ALMOST TO STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2735'
 TU2735'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF KAWAIHAE, ABOUT 0.4
 TU2735'MILE SOUTHWEST OF THE NEW COAST HIGHWAY, 1100 FEET EAST OF MALAE
 TU2735'POINT, AND 475 FEET NORTHEAST OF AN OLD JEEP ROAD ALONG COAST, ON
 TU2735'A SMALL HILL OF ABOUT 108 FEET ELEVATION, IN THE NORTH END OF A
 TU2735'STONE-WALLED ENCLOSURE ABOUT 24 X 45 FEET IN SIZE.
 TU2735'
 TU2735'TO REACH STATION FROM THE POST OFFICE IN KAWAIHAE, GO NORTHWEST
 TU2735'ON THE HIGHWAY TOWARDS MAHUKONA FOR 5.4 MILES TO A TRACK
 TU2735'CROSSROAD.  TURN LEFT AND GO DOWNGRADE FOR 0.35 MILE.  TAKE SIDE
 TU2735'ROAD RIGHT, ALONG COASTLINE, FOR 0.7 MILE TO POINT OF SMALL
 TU2735'COVE IN DIP OF ROAD.  CONTINUE AHEAD FOR 0.15 MILE TO TOP OF LOW
 TU2735'GRADE AND END OF TRUCK TRAVEL.  WALK NORTHEAST UP ALONG RIDGE
 TU2735'FOR ABOUT 475 FEET TO TOP OF HILL AND STATION.
 TU2735'
 TU2735'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 101, SET
 TU2735'IN THE BOTTOM OF A 4-INCH DIAMETER, 6-INCH-DEEP RECESS IN THE
 TU2735'CENTER OF A TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH
 TU2735'SIDE.  A 2-1/2-INCH IRON PIPE 2 FEET LONG IS CENTERED OVER THE
 TU2735'MARK AND SUPPORTS A RED AND WHITE METAL TARGET.
 TU2735'
 TU2735'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948,
 TU2735'CEMENTED IN A DRILL HOLE IN A 16-INCH BOULDER THAT PROJECTS 3
 TU2735'INCHES FROM GROUND.  IT IS 6 FEET NORTHWEST FROM SOUTHEAST
 TU2735'END OF THE ROCK ENCLOSURE AND 1.5 FEET LOWER THAN STATION MARK.
 TU2735'
 TU2735'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAWANUI HGS
 TU2735'1881 NO 2 1967, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK THAT
 TU2735'PROJECTS 3 INCHES FROM GROUND.  IT IS 0.2 FOOT HIGHER THAN
 TU2735'STATION MARK.
 TU2735
 TU2735                          STATION RECOVERY (1968)
 TU2735
 TU2735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2735'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TU2735'PREVIOUSLY DESCRIBED BY D.M. WHIPP.
 TU2735'
 TU2735'A 16 FT WOODEN TRIPOD WAS CONSTRUCTED OVER THE STATION IN
 TU2735'NOVEMBER, 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1551 ***********************************************************************
 TU1551  DESIGNATION -  KEAWAULA ARMY
 TU1551  PID         -  TU1551
 TU1551  STATE/COUNTY-  HI/HONOLULU
 TU1551  USGS QUAD   -  KAENA (1983)
 TU1551
 TU1551                         *CURRENT SURVEY CONTROL
 TU1551  ___________________________________________________________________
 TU1551* NAD 83(1993)-  21 32 54.74720(N)    158 12 31.20708(W)     ADJUSTED  
 TU1551* LOCAL TIDAL -       593.     (meters)    1946.     (feet)  SCALED    
 TU1551  ___________________________________________________________________
 TU1551  EPOCH DATE  -        1993.62
 TU1551  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 TU1551  GEOID HEIGHT-          15.03  (meters)                     GEOID03
 TU1551
 TU1551  HORZ ORDER  -  THIRD
 TU1551
 TU1551.The horizontal coordinates were established by classical geodetic methods
 TU1551.and adjusted by the National Geodetic Survey in December 1998..
 TU1551.The horizontal coordinates are valid at the epoch date displayed above.
 TU1551.The epoch date for horizontal control is a decimal equivalence
 TU1551.of Year/Month/Day.
 TU1551
 TU1551.The orthometric height was scaled from a topographic map.
 TU1551
 TU1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1551
 TU1551.The geoid height was determined by GEOID03.
 TU1551
 TU1551;                    North         East     Units Scale Factor Converg.
 TU1551;SPC HI 3     -    42,295.801   478,385.075   MT  0.99999577   -0 04 35.9
 TU1551;UTM  04      - 2,383,065.969   581,939.813   MT  0.99968296   +0 17 26.4
 TU1551
 TU1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1551!SPC HI 3     -   0.99990444  x   0.99999577  =   0.99990022
 TU1551!UTM  04      -   0.99990444  x   0.99968296  =   0.99958744
 TU1551
 TU1551:                Primary Azimuth Mark                     Grid Az
 TU1551:SPC HI 3     -  KAWAIHAPAI                               044 44 19.1
 TU1551:UTM  04      -  KAWAIHAPAI                               044 22 16.8
 TU1551
 TU1551|---------------------------------------------------------------------|
 TU1551| PID    Reference Object                     Distance      Geod. Az  |
 TU1551|                                                           dddmmss.s |
 TU1551| TU1538 KAWAIHAPAI                          APPROX. 5.1 KM 0443943.2 |
 TU1551|---------------------------------------------------------------------|
 TU1551
 TU1551                          SUPERSEDED SURVEY CONTROL
 TU1551
 TU1551  NAD 83(1986)-  21 32 54.69667(N)    158 12 31.21799(W) AD(       ) 3
 TU1551  OLD HI      -  21 33 06.07100(N)    158 12 41.14700(W) AD(       ) 3
 TU1551
 TU1551.Superseded values are not recommended for survey control.
 TU1551.NGS no longer adjusts projects to the OLD HI datum.
 TU1551.See file dsdata.txt to determine how the superseded data were derived.
 TU1551
 TU1551_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8194083066(NAD 83)
 TU1551
 TU1551  HISTORY     - Date     Condition        Report By
 TU1551  HISTORY     - UNK      MONUMENTED
 TU1551  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TU1551  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1551
 TU1551                          STATION DESCRIPTION
 TU1551
 TU1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (GAN)
 TU1551'FOUND A BRASS PLATE SET IN A 5-IN. CONCRETE PIPE.
 TU1551
 TU1551                          STATION RECOVERY (1964)
 TU1551
 TU1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1551'STATION WAS RECOVERED AND IS SOLID IN THE GROUND, HOWEVER THE
 TU1551'BRASS PLATE WAS JUST SET ON TOP OF THE CEMENT, NOT
 TU1551'COUNTERSUNK.  THE PLATE IS LOOSE ON THE STEM AND CAN BE
 TU1551'ROTATED.  THE STEM IS SET SOLIDLY IN THE CEMENT.  A COMPLETE
 TU1551'DESCRIPTION FOLLOWS--
 TU1551'
 TU1551'STATION IS LOCATED ABOUT 5-1/2 MILES WEST-SOUTHWEST OF WAIALUA,
 TU1551'5 MILES EAST-SOUTHEAST OF KAENA PT., AND 2 MILES SOUTH OF
 TU1551'DILLINGHAM AIRFIELD, ON A TIMBERED KNOLL OF 1947 FEET ELEVATION
 TU1551'ALONG THE WAIANAE RANGE.
 TU1551'
 TU1551'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1551'STATE HIGHWAY 90 FOR 9.1 MILES.  TURN RIGHT ON PAVED SIDE ROAD
 TU1551'AND GO 2.0 MILES TO TOP OF HILL AND T-JUNCTION AT A GUARD
 TU1551'SHACK.  TURN RIGHT AND GO 0.6 MILE TO FORK.  TAKE RIGHT FORK,
 TU1551'DIRT ROAD, AND GO 2.6 MILES TO LARGE CABIN ON LEFT.  CONTINUE
 TU1551'AHEAD ON RIDGE ROAD FOR 0.2 MILE TO FORK.  TAKE LEFT FORK AND
 TU1551'GO 0.6 MILE TO BARE, ERODED PATCH ON RIGHT, WHERE ROAD PASSES
 TU1551'AROUND POINT OF HILL.  FROM HERE PACK SOUTH UP THROUGH TREES
 TU1551'FOR ABOUT 150 YARDS TO STATION.
 TU1551'
 TU1551'STATION MARK IS A 3 X 4-INCH BRASS PLATE, UNSTAMPED, SET IN
 TU1551'CEMENT IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS 6 INCHES
 TU1551'ABOVE GROUND.  IT IS ON THE NARROW, OPEN PART OF HILL AT SOUTH
 TU1551'SIDE OF TREE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2545 ***********************************************************************
 TU2545  DESIGNATION -  KEAWE 1948
 TU2545  PID         -  TU2545
 TU2545  STATE/COUNTY-  HI/HAWAII
 TU2545  USGS QUAD   -  HONAUNAU (1996)
 TU2545
 TU2545                         *CURRENT SURVEY CONTROL
 TU2545  ___________________________________________________________________
 TU2545* NAD 83(1993)-  19 26 04.54094(N)    155 54 53.56487(W)     ADJUSTED  
 TU2545* LOCAL TIDAL -        42.0    (meters)     138.     (feet)  VERT ANG  
 TU2545  ___________________________________________________________________
 TU2545  EPOCH DATE  -        1993.62
 TU2545  LAPLACE CORR-          24.72  (seconds)                    DEFLEC99
 TU2545  GEOID HEIGHT-          19.95  (meters)                     GEOID03
 TU2545
 TU2545  HORZ ORDER  -  SECOND
 TU2545
 TU2545.The horizontal coordinates were established by classical geodetic methods
 TU2545.and adjusted by the National Geodetic Survey in December 1998..
 TU2545.The horizontal coordinates are valid at the epoch date displayed above.
 TU2545.The epoch date for horizontal control is a decimal equivalence
 TU2545.of Year/Month/Day.
 TU2545
 TU2545.The orthometric height was determined by vertical angle observations.
 TU2545
 TU2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2545
 TU2545.The geoid height was determined by GEOID03.
 TU2545
 TU2545;                    North         East     Units Scale Factor Converg.
 TU2545;SPC HI 1     -    66,606.102   456,432.355   MT  0.99999012   -0 08 17.0
 TU2545;UTM  05      - 2,151,507.755   193,911.028   MT  1.00075827   -0 58 14.3
 TU2545
 TU2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2545!SPC HI 1     -   0.99999026  x   0.99999012  =   0.99998038
 TU2545!UTM  05      -   0.99999026  x   1.00075827  =   1.00074852
 TU2545
 TU2545                          SUPERSEDED SURVEY CONTROL
 TU2545
 TU2545  NAD 83(1986)-  19 26 04.53795(N)    155 54 53.60060(W) AD(       ) 2
 TU2545  OLD HI      -  19 26 15.40100(N)    155 55 03.63500(W) AD(       ) 2
 TU2545
 TU2545.Superseded values are not recommended for survey control.
 TU2545.NGS no longer adjusts projects to the OLD HI datum.
 TU2545.See file dsdata.txt to determine how the superseded data were derived.
 TU2545
 TU2545_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9391151508(NAD 83)
 TU2545
 TU2545  HISTORY     - Date     Condition        Report By
 TU2545  HISTORY     - 1948     MONUMENTED       CGS
 TU2545  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2545
 TU2545                          STATION DESCRIPTION
 TU2545
 TU2545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2545'THE STATION, A BOUNDARY MONUMENT, IS A 1 INCH IRON PIPE WHICH PROJECTS
 TU2545'ABOUT 1 FOOT FROM THE TOP OF A SQUARE CONCRETE POST.  THE CONCRETE
 TU2545'POST IS STAMPED J B M KEAWE 1920.  IT IS LOCATED ON THE SOUTH SIDE OF
 TU2545'A ROCK WALL, 27.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND IS
 TU2545'ABOUT 2 FEET LOWER THAN STATION KEEI SOUTH BASE.  THIS MARK IS
 TU2545'BELIEVED TO BE A BOUNDARY MARKER FOR THE BISHOP ESTATES.
 TU2545
 TU2545                          STATION RECOVERY (1968)
 TU2545
 TU2545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2545'STATION WAS RECOVERED IN GOOD CONDITION, ALTHOUGH THE DISTANCE
 TU2545'PUBLISHED FROM STATION KEEI SOUTH BASE WAS FOUND TO BE IN
 TU2545'ERROR ABOUT 10 METERS.
 TU2545'
 TU2545'LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF HONAUNAU, 2-3/4
 TU2545'MILES SOUTH OF NAPOOPOO BAY AND 1 MILE NORTH OF THE CITY OF
 TU2545'REFUGE NATIONAL PARK, ALONG WEST SIDE OF MACADAM ROAD.
 TU2545'
 TU2545'STATION IS MARKED BY A 1-INCH IRON PIPE, PROJECTING 14 INCHES
 TU2545'FROM THE TOP OF A 10 X 10-INCH CONCRETE BLOCK WITH KEAWE.S
 TU2545'JBM 1920 INSCRIBED IN IT.  IT IS 16 INCHES SOUTH OF A STONE
 TU2545'WALL, 9 FEET NORTH OF A METAL GATE, 27 FEET WEST OF CENTER LINE
 TU2545'OF ROAD.
 TU2545'
 TU2545'THE CORRECT DISTANCE FROM STATION KEEI SOUTH BASE TO THE MARK
 TU2545'IS 23.332 METERS, (76.547 FT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2540 ***********************************************************************
 TU2540  DESIGNATION -  KEAWEKAHEKA RESET
 TU2540  PID         -  TU2540
 TU2540  STATE/COUNTY-  HI/HAWAII
 TU2540  USGS QUAD   -  HONAUNAU (1996)
 TU2540
 TU2540                         *CURRENT SURVEY CONTROL
 TU2540  ___________________________________________________________________
 TU2540* NAD 83(1993)-  19 29 03.72989(N)    155 56 53.70036(W)     ADJUSTED  
 TU2540* LOCAL TIDAL -        10.2    (meters)      33.     (feet)  VERT ANG  
 TU2540  ___________________________________________________________________
 TU2540  EPOCH DATE  -        1993.62
 TU2540  LAPLACE CORR-          25.17  (seconds)                    DEFLEC99
 TU2540  GEOID HEIGHT-          19.32  (meters)                     GEOID03
 TU2540
 TU2540  HORZ ORDER  -  SECOND
 TU2540
 TU2540.The horizontal coordinates were established by classical geodetic methods
 TU2540.and adjusted by the National Geodetic Survey in December 1998..
 TU2540.The horizontal coordinates are valid at the epoch date displayed above.
 TU2540.The epoch date for horizontal control is a decimal equivalence
 TU2540.of Year/Month/Day.
 TU2540
 TU2540.The orthometric height was determined by vertical angle observations.
 TU2540
 TU2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2540
 TU2540.The geoid height was determined by GEOID03.
 TU2540
 TU2540;                    North         East     Units Scale Factor Converg.
 TU2540;SPC HI 1     -    72,124.776   452,942.281   MT  0.99999403   -0 08 58.3
 TU2540;UTM  05      - 2,157,080.960   190,498.957   MT  1.00078423   -0 59 03.0
 TU2540;UTM  04      - 2,157,271.031   820,374.142   MT  1.00086892   +1 01 07.6
 TU2540
 TU2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2540!SPC HI 1     -   0.99999536  x   0.99999403  =   0.99998939
 TU2540!UTM  05      -   0.99999536  x   1.00078423  =   1.00077959
 TU2540!UTM  04      -   0.99999536  x   1.00086892  =   1.00086428
 TU2540
 TU2540|---------------------------------------------------------------------|
 TU2540| PID    Reference Object                     Distance      Geod. Az  |
 TU2540|                                                           dddmmss.s |
 TU2540| CN5433 KEAWEKAHEKA RM 1                      5.916 METERS 02740     |
 TU2540| TU2564 KEALAKEKUA RADIO KONA MAST          APPROX. 5.0 KM 0434731.1 |
 TU2540| TU2520 KALAMA UMI                          APPROX. 5.6 KM 0864153.3 |
 TU2540| TU2539 NAPOOPOO LIGHT                      APPROX. 1.4 KM 1150440.0 |
 TU2540| TU2532 NAPOOPOO KAHIKOLU CHURCH SPIRE      APPROX. 3.8 KM 1153042.5 |
 TU2540| TU2519 KEEI LATTER DAY SAINTS CHURCH       APPROX. 7.0 KM 1193501.4 |
 TU2540| TU2518 HONAUNAU ST BENEDICT CATH CH        APPROX. 8.3 KM 1305529.4 |
 TU2540| TU2537 PALEMANO RESET                      APPROX. 3.6 KM 1422257.5 |
 TU2540| CN5434 KEAWEKAHEKA RM 2                      5.377 METERS 15023     |
 TU2540| TU2541 KEOPUKA                             376.978 METERS 33522     |
 TU2540|---------------------------------------------------------------------|
 TU2540
 TU2540                          SUPERSEDED SURVEY CONTROL
 TU2540
 TU2540  NAD 83(1986)-  19 29 03.72802(N)    155 56 53.73455(W) AD(       ) 2
 TU2540  OLD HI      -  19 29 14.60200(N)    155 57 03.77200(W) AD(       ) 2
 TU2540
 TU2540.Superseded values are not recommended for survey control.
 TU2540.NGS no longer adjusts projects to the OLD HI datum.
 TU2540.See file dsdata.txt to determine how the superseded data were derived.
 TU2540
 TU2540_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9049957081(NAD 83)
 TU2540_MARKER: DS = TRIANGULATION STATION DISK
 TU2540_SETTING: 66 = SET IN ROCK OUTCROP
 TU2540_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TU2540
 TU2540  HISTORY     - Date     Condition        Report By
 TU2540  HISTORY     - 1948     MONUMENTED       CGS
 TU2540  HISTORY     - 1968     GOOD             CGS
 TU2540  HISTORY     - 1978     GOOD             USGS
 TU2540  HISTORY     - 1979     GOOD             NOS
 TU2540
 TU2540                          STATION DESCRIPTION
 TU2540
 TU2540'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2540'THE ORIGINAL STATION WAS RECOVERED.  THE PRESENT STATION IS A
 TU2540'STANDARD DISK, SET INTO A DRILL HOLE IN BEDROCK, SURROUNDED BY A
 TU2540'TRIANGLE CHISLED IN THE STONE.  SEVEN CROSSES WERE FOUND CARVED
 TU2540'INTO THE STONE WITHIN A RADIUS OF 4 FEET OF THE STATION.  THE IRON
 TU2540'BOLT MENTIONED IN THE ORIGINAL DESCRIPTION WAS NOT RECOVERED.  A
 TU2540'NEW DESCRIPTION FOLLOWS--
 TU2540'
 TU2540'THE STATION IS LOCATED ON THE CREST OF A SMALL MOUND OF LAVA
 TU2540'ABOUT 3 MILES SOUTH SOUTHWEST OF KEIKIWAHA POINT, ABOUT 2 MILES
 TU2540'WEST NORTHWEST OF NAPOOPOO, ABOUT 0.7 MILE WEST OF THE NAPOOPOO
 TU2540'LIGHTHOUSE AND ON THE SOUTH END OF KEAWEKAHEKA POINT ABOUT 300
 TU2540'FEET EAST OF THE SEA CLIFF.
 TU2540'
 TU2540'THE STATION IS BEST REACHED BY BOAT FROM NAPOOPOO.  LANDING CAN
 TU2540'BE MADE AT THE CAPTAIN COOK MONUMENT THENCE BY FOOT ALONG THE BEACH,
 TU2540'IN A WESTERLY DIRECTION TO THE END OF KEAWEKAHEKA POINT AND THE
 TU2540'STATION.  THIS IS ABOUT 1-1/2 MILE PACK WITH LAST WATER AT THE
 TU2540'HOUSE NEAR THE CAPTAIN COOK MONUMENT.
 TU2540'
 TU2540'THE STATION IS A STANDARD DISK, STAMPED KEAWEKAHEKA 1948, SET
 TU2540'INTO A DRILL HOLE IN BEDROCK.
 TU2540'
 TU2540'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEAWEKAHEKA
 TU2540'1 1948, SET INTO A DRILL HOLE IN BEDROCK.  IT IS LOCATED ABOUT
 TU2540'3 FEET LOWER THAN THE STATION.
 TU2540'
 TU2540'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEAWEKAHEKA
 TU2540'2 1948, SET INTO A DRILL HOLE IN FLAT LAVA BEDROCK WHICH IS ABOUT
 TU2540'3 FEET LOWER THAN THE STATION.
 TU2540'
 TU2540'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 TU2540
 TU2540                          STATION RECOVERY (1968)
 TU2540
 TU2540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2540'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2540'HOWEVER A DISCREPANCY OF .032 M WAS NOTED IN THE DISTANCE TO RM
 TU2540'NO. 1.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2540'
 TU2540'STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF KEALAKEKUA, 1
 TU2540'MILE WEST-NORTHWEST OF THE CAPTAIN COOK MONUMENT, AND 1237 FEET
 TU2540'SOUTHEAST OF STATION KEOPUKA 1948, ON A LOW LAVA MOUND ABOUT 200
 TU2540'FEET EAST FROM SEA BLUFF AND 33 FEET ABOVE SEA LEVEL.
 TU2540'
 TU2540'TO REACH STATION FROM THE POST OFFICE IN KEALAKEKUA, GO SOUTH
 TU2540'ON STATE HIGHWAY 11 FOR 0.75 MILE TO POWER POLE 135.  TURN SHARP
 TU2540'RIGHT AND GO DOWNGRADE ON MACADAM TRACK ROAD FOR 0.3 MILE TO
 TU2540'BOARD GATE ON LEFT.  PASS THROUGH GATE AND GO 0.15 MILE TO
 TU2540'LOCKED GATE.  PASS THROUGH GATE AND CONTINUE ON FIELD ROAD
 TU2540'FOR 0.65 MILE TO GATE.  PASS THROUGH GATE, TAKE LEFT FORK, AND
 TU2540'GO 0.25 MILE TO FORK.  TAKE LEFT FORK FOR 30 YARDS TO GATE.
 TU2540'PASS THROUGH GATE AND GO 0.55 MILE TO GATE.  PASS THROUGH GATE
 TU2540'AND GO 0.3 MILE TO GATE IN STONE WALL.  PASS THROUGH GATE
 TU2540'AND CONTINUE AHEAD ON OLD TRACK ROAD DOWNGRADE FOR 0.3 MILE TO
 TU2540'T-JUNCTION.  GO LEFT, SOUTH, FOR 0.25 MILE TO BOARD GATE.  PASS
 TU2540'THROUGH GATE AND GO 0.2 MILE TO TRACK ROAD RIGHT.  GO RIGHT,
 TU2540'ALONG EDGE OF LAVA FLOW, FOR 0.2 MILE TO END OF TRUCK TRAVEL AT
 TU2540'TREES.  PACK SOUTHERLY ABOUT 1/2-MILE TO KEOPUKA, THEN
 TU2540'CONTINUE, SOUTHEAST FOR 1237 FEET TO STATION.
 TU2540'
 TU2540'STATION MARK IS A STANDARD DISK STAMPED KEAWEKAHEKA 1948 CEMENTED
 TU2540'IN A DRILL HOLE IN LAVA BEDROCK.  THERE IS A LARGE, 4-FOOT-HIGH
 TU2540'CAIRN, WITH OLD 4-FOOT STAND, AND A TALL, 3 X 3-INCH, TARGET POLE,
 TU2540'IN THE CENTER, OVER THE MARK.
 TU2540'
 TU2540'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEAWEKAHEKA
 TU2540'1 1948, CEMENTED IN A DRILL HOLE IN FLAT BEDROCK, ABOUT 1-1/2
 TU2540'FEET LOWER THAN STATION MARK.
 TU2540'
 TU2540'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEAWEKAHEKA
 TU2540'2 1948, CEMENTED IN A DRILL HOLE IN FLAT LAVA BEDROCK, ABOUT 3
 TU2540'FEET LOWER THAN STATION MARK.
 TU2540
 TU2540                          STATION RECOVERY (1978)
 TU2540
 TU2540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2540'STATION MARK AND RMS WERE RECOVERED IN GOOD CONDITION.
 TU2540
 TU2540                          STATION RECOVERY (1979)
 TU2540
 TU2540'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2540'STATION WAS RECOVERED IN GOOD CONDITION.TO REACH THE STATION
 TU2540'BY BOAT FOLLOWS, LAND AT THE PIER AT THE CAPTAIN COOK
 TU2540'MONUMENT IN KEALAKEKUA BAY. GO BY FOOT ALONG THE BEACH IN A
 TU2540'WESTERLY DIRECTION TO THE SW END OF KEAWEKAHEKA PT. AND
 TU2540'THE STATION.LANDING MAY ALSO BE MADE ABOUT 400 YARDS WSWS
 TU2540'OF THE STATION, ALONG THE CLIFFS JUST SOUTH OF SOME RUINS
 TU2540'MARKED TEMPLE ON THE CHART, IF THE SEAS ARE CALM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2528 ***********************************************************************
 TU2528  DESIGNATION -  KEEI
 TU2528  PID         -  TU2528
 TU2528  STATE/COUNTY-  HI/HAWAII
 TU2528  USGS QUAD   -  HONAUNAU (1996)
 TU2528
 TU2528                         *CURRENT SURVEY CONTROL
 TU2528  ___________________________________________________________________
 TU2528* NAD 83(1993)-  19 26 51.48945(N)    155 54 22.81778(W)     ADJUSTED  
 TU2528* LOCAL TIDAL -        96.5    (meters)     317.     (feet)  VERT ANG  
 TU2528  ___________________________________________________________________
 TU2528  EPOCH DATE  -        1993.62
 TU2528  LAPLACE CORR-          24.49  (seconds)                    DEFLEC99
 TU2528  GEOID HEIGHT-          20.41  (meters)                     GEOID03
 TU2528
 TU2528  HORZ ORDER  -  SECOND
 TU2528
 TU2528.The horizontal coordinates were established by classical geodetic methods
 TU2528.and adjusted by the National Geodetic Survey in December 1998..
 TU2528.The horizontal coordinates are valid at the epoch date displayed above.
 TU2528.The epoch date for horizontal control is a decimal equivalence
 TU2528.of Year/Month/Day.
 TU2528
 TU2528.The orthometric height was determined by vertical angle observations.
 TU2528
 TU2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2528
 TU2528.The geoid height was determined by GEOID03.
 TU2528
 TU2528;                    North         East     Units Scale Factor Converg.
 TU2528;SPC HI 1     -    68,047.577   457,332.675   MT  0.99998916   -0 08 07.0
 TU2528;UTM  05      - 2,152,937.083   194,832.910   MT  1.00075130   -0 58 06.3
 TU2528
 TU2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2528!SPC HI 1     -   0.99998162  x   0.99998916  =   0.99997078
 TU2528!UTM  05      -   0.99998162  x   1.00075130  =   1.00073291
 TU2528
 TU2528|---------------------------------------------------------------------|
 TU2528| PID    Reference Object                     Distance      Geod. Az  |
 TU2528|                                                           dddmmss.s |
 TU2528| CN5437 KEEI RM 3                            10.414 METERS 00941     |
 TU2528| CN5435 KEEI RM 1                            10.780 METERS 03354     |
 TU2528| CN5436 KEEI RM 2                            12.197 METERS 10550     |
 TU2528| TU2539 NAPOOPOO LIGHT                      APPROX. 4.7 KM 3174525.5 |
 TU2528|---------------------------------------------------------------------|
 TU2528
 TU2528                          SUPERSEDED SURVEY CONTROL
 TU2528
 TU2528  NAD 83(1986)-  19 26 51.48677(N)    155 54 22.85241(W) AD(       ) 2
 TU2528  OLD HI      -  19 27 02.35100(N)    155 54 32.88800(W) AD(       ) 2
 TU2528
 TU2528.Superseded values are not recommended for survey control.
 TU2528.NGS no longer adjusts projects to the OLD HI datum.
 TU2528.See file dsdata.txt to determine how the superseded data were derived.
 TU2528
 TU2528_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9483352937(NAD 83)
 TU2528_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2528_SETTING: 66 = SET IN ROCK OUTCROP
 TU2528
 TU2528  HISTORY     - Date     Condition        Report By
 TU2528  HISTORY     - 1948     MONUMENTED       CGS
 TU2528  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2528
 TU2528                          STATION DESCRIPTION
 TU2528
 TU2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2528'THE STATION IS LOCATED ON THE CREST OF A BRUSH AND TREE COVERED
 TU2528'RIDGE ABOUT 2.2 MILES SOUTHEAST OF NAPOOPOO, ABOUT 2 MILES
 TU2528'NORTHEAST OF HONAUNAU BAY, ABOUT 1.5 MILES EAST OF THE
 TU2528'BEACH, ABOUT 0.75 MILE EAST OF THE ROAD WHICH RUNS BETWEEN
 TU2528'NAPOOPOO AND HONAUNAU BAY AND ABOUT 100 YARDS SOUTHWEST OF A
 TU2528'LOW KNOLL.  HIGHER GROUND IS TO THE EAST AND NORTHEAST.
 TU2528'
 TU2528'TO REACH FROM THE POST OFFICE AT NAPOOPOO.  GO SOUTH, ON THE
 TU2528'ROAD WHICH LEADS TOWARD HONAUNAU BAY, FOR 1.9 MILES TO THE
 TU2528'END OF TRUCK TRAVEL.  FROM THIS POINT CROSS OVER A ROCK WALL
 TU2528'AND PACK EASTERLY FOR ABOUT 0.75 MILE TO THE CREST OF THE RIDGE
 TU2528'AND THE STATION.
 TU2528'
 TU2528'THE STATION IS A STANDARD DISK, UNSTAMPED, SET INTO A DRILL
 TU2528'HOLE IN BEDROCK WHICH PROJECTS ABOUT 8 FEET ABOVE THE
 TU2528'SURROUNDING LAVA.
 TU2528'
 TU2528'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, UNSTAMPED, SET
 TU2528'INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 2 FEET AND
 TU2528'IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2528'
 TU2528'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, UNSTAMPED, SET
 TU2528'INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 5 FEET ON ITS
 TU2528'SOUTH SIDE AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2528'
 TU2528'A ROCK CAIRN WITH BLACK AND WHITE POLE PLUMBED OVER THE
 TU2528'MARK HAS BEEN BUILT OVER THIS STATION.
 TU2528
 TU2528                          STATION RECOVERY (1968)
 TU2528
 TU2528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2528'STATION MARK AND RM NO. 2 WERE RECOVERED IN GOOD CONDITION.  RM
 TU2528'NO. 1 HAS BEEN DESTROYED.  A NEW REFERENCE MARK, NUMBER 3, WAS
 TU2528'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2528'
 TU2528'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF THE CITY
 TU2528'OF REFUGE, 2 MILES SOUTHEAST OF NAPOOPOO AND ABOUT 3500 FEET
 TU2528'EAST OF THE ROAD RUNNING BETWEEN NAPOOPOO AND THE CITY OF REFUGE,
 TU2528'AT ABOUT 317 FEET ELEVATION, THE VERY BRUSHY AND ROUGH COUNTRY
 TU2528'SLOPING UP TO EAST FROM THE ROAD.  THE AREA THE STATION IS IN
 TU2528'HAS THE APPEARANCE OF A LOW RIDGE WHEN SEEN FROM THE ROAD.
 TU2528'
 TU2528'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH
 TU2528'ON STATE HIGHWAY 11 FOR 1.8 MILES TO JUNCTION WITH STATE
 TU2528'HIGHWAY 16.  TURN SHARP RIGHT AND GO DOWNHILL ON STATE HIGHWAY
 TU2528'16 FOR 3.5 MILES TO ROAD JUNCTION AT THE CITY OF REFUGE.  CONTINUE
 TU2528'AHEAD ON THE ROAD TO NAPOOPOO FOR 0.75 MILE TO STATION KEEI SOUTH
 TU2528'BASE 1948 ON RIGHT.  CONTINUE ON THE ROAD FOR 1.3 MILES TO
 TU2528'LOCKED BOARD GATE ON RIGHT.  (KEY MAY BE OBTAINED FROM
 TU2528'MR. K. YOKOYAMA AT HOLUALOA).  PASS THROUGH GATE AND FOLLOW
 TU2528'TRACK ROAD FOR 0.5 MILE TO CORRAL AND WATER TROUGH, AND END OF
 TU2528'TRUCK TRAVEL.  GO THROUGH GATES, GETTING ON EAST SIDE OF
 TU2528'FENCE LINE, AND WALK SOUTH ALONG FENCE FOR 150 YARDS TO
 TU2528'PASTURE CORNER.  CROSS FENCE AND GO LEFT, UP THROUGH TREES ALONG
 TU2528'CATTLE TRAIL, FOR ABOUT 300 YARDS TO CAIRN.  HERE LEAVE
 TU2528'TRAIL AND PICK WAY SOUTHEAST ACROSS BRUSHY LAVA COUNTRY,
 TU2528'GRADUALLY GAINING ELEVATION, FOR ABOUT 500 YARDS TO
 TU2528'STATION.
 TU2528'
 TU2528'STATION MARK IS A STANDARD DISK STAMPED KEEI 1948, CEMENTED IN A
 TU2528'DRILL HOLE IN BEDROCK ON A SMALL MOUND THAT IS ABOUT 8 FEET
 TU2528'HIGHER THAN SURROUNDING AREA.  THERE IS A 10-FOOT-DIAMETER,
 TU2528'STONE PIER, ABOUT 4 FEET HIGH, BUILT OVER THE MARK, WITH A TALL,
 TU2528'3 X 3-INCH SIGNAL POLE IN THE CENTER.
 TU2528'
 TU2528'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEEI
 TU2528'1948, CEMENTED IN A DRILL HOLE IN THE TOP OF A SLOPING, BEDROCK
 TU2528'LEDGE 4 FEET HIGH ON THE WEST SIDE, AND IS 2 FEET LOWER THAN
 TU2528'STATION MARK.
 TU2528'
 TU2528'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KEEI
 TU2528'1948 NO 3 1968, CEMENTED IN A DRILL HOLE IN SMOOTH BEDROCK AREA,
 TU2528'3.5 FEET LOWER THAN STATION MARK.
 TU2528'
 TU2528'NOTE--STATION IS DIFFICULT TO LOCATE DUE TO BIG TREES AND
 TU2528'BRUSH, AND AN ALTIMETER IS OF HELP IN RECOVERY.  MOST LINES
 TU2528'ARE BLOCKED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2519 ***********************************************************************
 TU2519  DESIGNATION -  KEEI LATTER DAY SAINTS CHURCH
 TU2519  PID         -  TU2519
 TU2519  STATE/COUNTY-  HI/HAWAII
 TU2519  USGS QUAD   -  HONAUNAU (1996)
 TU2519
 TU2519                         *CURRENT SURVEY CONTROL
 TU2519  ___________________________________________________________________
 TU2519* NAD 83(1993)-  19 27 11.80872(N)    155 53 25.92376(W)     ADJUSTED  
 TU2519* LOCAL TIDAL -                                                        
 TU2519  ___________________________________________________________________
 TU2519  EPOCH DATE  -        1993.62
 TU2519  LAPLACE CORR-          24.43  (seconds)                    DEFLEC99
 TU2519  GEOID HEIGHT-          21.03  (meters)                     GEOID03
 TU2519
 TU2519  HORZ ORDER  -  THIRD
 TU2519
 TU2519.The horizontal coordinates were established by classical geodetic methods
 TU2519.and adjusted by the National Geodetic Survey in December 1998..
 TU2519.The horizontal coordinates are valid at the epoch date displayed above.
 TU2519.The epoch date for horizontal control is a decimal equivalence
 TU2519.of Year/Month/Day.
 TU2519
 TU2519
 TU2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2519
 TU2519.The geoid height was determined by GEOID03.
 TU2519
 TU2519;                    North         East     Units Scale Factor Converg.
 TU2519;SPC HI 1     -    68,668.529   458,993.592   MT  0.99998744   -0 07 48.2
 TU2519;UTM  05      - 2,153,534.268   196,503.945   MT  1.00073872   -0 57 48.2
 TU2519
 TU2519                          SUPERSEDED SURVEY CONTROL
 TU2519
 TU2519  NAD 83(1986)-  19 27 11.80535(N)    155 53 25.95979(W) AD(       ) 4
 TU2519  OLD HI      -  19 27 22.67100(N)    155 53 35.99400(W) AD(       ) 3
 TU2519
 TU2519.Superseded values are not recommended for survey control.
 TU2519.NGS no longer adjusts projects to the OLD HI datum.
 TU2519.See file dsdata.txt to determine how the superseded data were derived.
 TU2519
 TU2519_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9650453534(NAD 83)
 TU2519
 TU2519  HISTORY     - Date     Condition        Report By
 TU2519  HISTORY     - 1948     MONUMENTED       CGS
 TU2519  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2519
 TU2519                          STATION DESCRIPTION
 TU2519
 TU2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2519'THIS IS AN INTERSECTION STATION.
 TU2519'
 TU2519'THE STATION IS THE TOP OF THE SPIRE ON THE SUMMIT OF A STEEPLE
 TU2519'OF THE CHURCH OF THE LATTER DAY SAINTS WHICH IS LOCATED ON THE
 TU2519'MIDDLE ROAD IN THE VILLAGE OF KEEI.
 TU2519'
 TU2519'THE CHURCH IS CONSTRUCTED OF WOOD, PAINTED WHITE, HAS A TIN
 TU2519'ROOF, PAINTED GREEN, AND FACES TO THE WEST.  THE STEEPLE IS
 TU2519'ABOUT 35 FEET IN HEIGHT.
 TU2519'
 TU2519'IT IS LOCATED ABOUT 150 FEET EAST OF THE MIDDLE ROAD AND ABOUT
 TU2519'35 FEET SOUTH OF A SMALL SHED.  A CONCRETE WALK LEADS FROM THE
 TU2519'ROAD TO THE CHURCH AND SHED.
 TU2519
 TU2519                          STATION RECOVERY (1968)
 TU2519
 TU2519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2519'STATION IS GONE.  THERE ARE NO REMAINS OF ANY BUILDING IN THIS
 TU2519'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2535 ***********************************************************************
 TU2535  DESIGNATION -  KEEI NORTH BASE
 TU2535  PID         -  TU2535
 TU2535  STATE/COUNTY-  HI/HAWAII
 TU2535  USGS QUAD   -  HONAUNAU (1996)
 TU2535
 TU2535                         *CURRENT SURVEY CONTROL
 TU2535  ___________________________________________________________________
 TU2535* NAD 83(1993)-  19 27 55.50530(N)    155 55 09.31663(W)     ADJUSTED  
 TU2535* LOCAL TIDAL -        11.5    (meters)      38.     (feet)  VERT ANG  
 TU2535  ___________________________________________________________________
 TU2535  EPOCH DATE  -        1993.62
 TU2535  LAPLACE CORR-          25.00  (seconds)                    DEFLEC99
 TU2535  GEOID HEIGHT-          20.16  (meters)                     GEOID03
 TU2535
 TU2535  HORZ ORDER  -  SECOND
 TU2535
 TU2535.The horizontal coordinates were established by classical geodetic methods
 TU2535.and adjusted by the National Geodetic Survey in December 1998..
 TU2535.The horizontal coordinates are valid at the epoch date displayed above.
 TU2535.The epoch date for horizontal control is a decimal equivalence
 TU2535.of Year/Month/Day.
 TU2535
 TU2535.The orthometric height was determined by vertical angle observations.
 TU2535
 TU2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2535
 TU2535.The geoid height was determined by GEOID03.
 TU2535
 TU2535;                    North         East     Units Scale Factor Converg.
 TU2535;SPC HI 1     -    70,019.250   455,981.180   MT  0.99999061   -0 08 23.0
 TU2535;UTM  05      - 2,154,929.734   193,509.225   MT  1.00076131   -0 58 24.8
 TU2535;UTM  04      - 2,155,226.059   823,458.060   MT  1.00089347   +1 01 39.1
 TU2535
 TU2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2535!SPC HI 1     -   0.99999502  x   0.99999061  =   0.99998563
 TU2535!UTM  05      -   0.99999502  x   1.00076131  =   1.00075633
 TU2535!UTM  04      -   0.99999502  x   1.00089347  =   1.00088849
 TU2535
 TU2535|---------------------------------------------------------------------|
 TU2535| PID    Reference Object                     Distance      Geod. Az  |
 TU2535|                                                           dddmmss.s |
 TU2535| CN5439 KEEI NORTH BASE RM 2                 31.875 METERS 09919     |
 TU2535| TU2534 BOUNDARY MONUMENT 9 1948             42.295 METERS 13247     |
 TU2535| CN5438 KEEI NORTH BASE RM 1                 27.689 METERS 15903     |
 TU2535| TU2540 KEAWEKAHEKA RESET                   APPROX. 3.7 KM 3043436.0 |
 TU2535| TU2539 NAPOOPOO LIGHT                      APPROX. 2.4 KM 3100005.8 |
 TU2535|---------------------------------------------------------------------|
 TU2535
 TU2535                          SUPERSEDED SURVEY CONTROL
 TU2535
 TU2535  NAD 83(1986)-  19 27 55.50294(N)    155 55 09.35181(W) AD(       ) 2
 TU2535  OLD HI      -  19 28 06.37100(N)    155 55 19.38700(W) AD(       ) 2
 TU2535
 TU2535.Superseded values are not recommended for survey control.
 TU2535.NGS no longer adjusts projects to the OLD HI datum.
 TU2535.See file dsdata.txt to determine how the superseded data were derived.
 TU2535
 TU2535_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9350954930(NAD 83)
 TU2535_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2535_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2535
 TU2535  HISTORY     - Date     Condition        Report By
 TU2535  HISTORY     - 1948     MONUMENTED       CGS
 TU2535  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2535  HISTORY     - 1979     GOOD             NOS
 TU2535
 TU2535                          STATION DESCRIPTION
 TU2535
 TU2535'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2535'THE STATION IS LOCATED ON A ROUGH LAVA BED ABOUT 0.7 MILE
 TU2535'NORTHEAST OF PALEMANO POINT, ABOUT 0.6 MILE SOUTH OF NAPOOPOO,
 TU2535'ABOUT 100 YARDS SOUTH OF A T ROAD INTERSECTION, 98.7 FEET NORTH
 TU2535'NORTHWEST OF A CATTLE GUARD, 86.7 FEET NORTH OF A ROCK WALL
 TU2535'AND 45.8 FEET WEST OF THE CENTERLINE OF THE HIGHWAY WHICH RUNS
 TU2535'BETWEEN NAPOOPOO AND HONAUNAU.
 TU2535'
 TU2535'TO REACH FROM THE POST OFFICE, AT THE T ROAD INTERSECTION, IN
 TU2535'NAPOOPOO.  GO SOUTH ON THE ROAD WHICH LEADS TOWARD HONAUNAU FOR
 TU2535'0.5 MILE.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE STATION
 TU2535'ON THE WEST OR RIGHT HAND SIDE OF THE ROAD.
 TU2535'
 TU2535'THE STATION IS A STANDARD DISK, STAMPED KEEI NO BASE 1948, SET
 TU2535'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 6
 TU2535'INCHES BELOW THE SURFACE OF THE SURROUNDING ROCK.
 TU2535'
 TU2535'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEEI NO
 TU2535'BASE NO 1 1948, SET INTO A DRILL HOLE IN THE MOST WESTERLY OF
 TU2535'TWO CONCRETE ABUTTMENTS OF A CATTLE GUARD.  IT IS LOCATED 10
 TU2535'FEET WEST OF THE CENTERLINE OF A ROAD AND 4.8 FEET NORTH OF
 TU2535'THE CENTER OF A ROCK WALL.
 TU2535'
 TU2535'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEEI
 TU2535'NO BASE NO 2 1948, SET IN THE TOP OF A SQUARE CONCRETE POST
 TU2535'WHICH PROJECTS ABOUT 6 INCHES.  IT IS LOCATED 58.3 FEET EAST
 TU2535'OF THE CENTERLINE OF A ROAD AND ABOUT 2 FEET HIGHER THAN THE
 TU2535'STATION.
 TU2535'
 TU2535'A ROCK CAIRN WITH BLACK AND WHITE POLE PLUMBED OVER THE MARK HAS
 TU2535'BEEN BUILT OVER THIS STATION.
 TU2535
 TU2535                          STATION RECOVERY (1968)
 TU2535
 TU2535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2535'STATION WAS RECOVERED.  RM NO. 2 WAS FOUND SLIGHTLY LOOSE, SO
 TU2535'WAS RE-ENFORCED WITH CONCRETE.  THERE IS NOW A POWER POLE ON LINE
 TU2535'WITH BOUNDARY MONUMENT NO. 9.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2535'
 TU2535'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HONAUNAU AND
 TU2535'1/2-MILE SOUTH OF NAPOOPOO BAY, ALONG WEST SIDE OF MACADAM ROAD,
 TU2535'375 FEET SOUTH OF ROAD FORK LEADING SOUTHWEST TO PALEMANO POINT.
 TU2535'
 TU2535'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH
 TU2535'ON STATE HIGHWAY 11 FOR 1.7 MILES.  TURN SHARP RIGHT ON STATE
 TU2535'HIGHWAY 16 AND GO 3.5 MILES TO ROAD JUNCTION AT THE CITY OF
 TU2535'REFUGE.  CONTINUE AHEAD, NORTH, ON MACADAM ROAD FOR 3.0 MILES
 TU2535'TO STONE WALL, CATTLEGUARD, AND STATION, ON LEFT, JUST BEYOND
 TU2535'STONE WALL.
 TU2535'
 TU2535'STATION MARK IS A STANDARD DISK STAMPED KEEI NO BASE 1948,
 TU2535'CEMENTED IN A DRILL HOLE IN ROCK ABOUT FLUSH WITH SURROUNDING
 TU2535'AREA.  IT IS 45 FEET WEST OF CENTER LINE OF ROAD, 107 FEET
 TU2535'NORTHWEST OF CENTER OF CATTLEGUARD, 87 FEET NORTHWEST OF POWER POLE
 TU2535'NO. 2 AND ABOUT 135 FEET NORTHWEST OF THE ENTRANCE TO THE KEEI
 TU2535'RUBBISH DUMP.  THERE IS A 9-FOOT-DIAMETER STONE PIER, WITH
 TU2535'A TALL TARGET POLE IN CENTER, BUILT OVER THE MARK.
 TU2535'
 TU2535'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEEI NO
 TU2535'BASE NO 1 1948, CEMENTED IN A DRILL HOLE IN THE NORTH END OF
 TU2535'THE WEST CONCRETE ABUTMENT OF THE CATTLEGUARD, ABOUT 3-1/2 FEET
 TU2535'HIGHER THAN STATION MARK.
 TU2535'
 TU2535'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEEI NO
 TU2535'BASE NO 2 1948, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU2535'MONUMENT PROJECTING 2 INCHES.  IT IS 58 FEET EAST OF CENTER LINE
 TU2535'OF ROAD AND ABOUT 3-1/2 FEET HIGHER THAN STATION MARK.
 TU2535'
 TU2535'BOUNDARY MONUMENT NO. 9 (BISHOP ESTATE) IS A 1-INCH IRON PIPE
 TU2535'PROJECTING 1 FOOT FROM THE CENTER OF A 12-INCH, CONCRETE MOUND,
 TU2535'WITH 9 INSCRIBED IN IT.  IT IS ON THE STONE WALL, ABOUT 3-1/2
 TU2535'FEET ABOVE GROUND AND 51.5 FEET SOUTHEAST OF POWER POLE NO. 2.
 TU2535
 TU2535                          STATION RECOVERY (1979)
 TU2535
 TU2535'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2535'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2531 ***********************************************************************
 TU2531  DESIGNATION -  KEEI SOUTH BASE
 TU2531  PID         -  TU2531
 TU2531  STATE/COUNTY-  HI/HAWAII
 TU2531  USGS QUAD   -  HONAUNAU (1996)
 TU2531
 TU2531                         *CURRENT SURVEY CONTROL
 TU2531  ___________________________________________________________________
 TU2531* NAD 83(1993)-  19 26 03.99236(N)    155 54 53.01228(W)     ADJUSTED  
 TU2531* LOCAL TIDAL -        42.7    (meters)     140.     (feet)  VERT ANG  
 TU2531  ___________________________________________________________________
 TU2531  EPOCH DATE  -        1993.62
 TU2531  LAPLACE CORR-          24.72  (seconds)                    DEFLEC99
 TU2531  GEOID HEIGHT-          19.96  (meters)                     GEOID03
 TU2531
 TU2531  HORZ ORDER  -  SECOND
 TU2531
 TU2531.The horizontal coordinates were established by classical geodetic methods
 TU2531.and adjusted by the National Geodetic Survey in December 1998..
 TU2531.The horizontal coordinates are valid at the epoch date displayed above.
 TU2531.The epoch date for horizontal control is a decimal equivalence
 TU2531.of Year/Month/Day.
 TU2531
 TU2531.The orthometric height was determined by vertical angle observations.
 TU2531
 TU2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2531
 TU2531.The geoid height was determined by GEOID03.
 TU2531
 TU2531;                    North         East     Units Scale Factor Converg.
 TU2531;SPC HI 1     -    66,589.195   456,448.434   MT  0.99999010   -0 08 16.8
 TU2531;UTM  05      - 2,151,490.603   193,926.872   MT  1.00075815   -0 58 14.0
 TU2531
 TU2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2531!SPC HI 1     -   0.99999015  x   0.99999010  =   0.99998025
 TU2531!UTM  05      -   0.99999015  x   1.00075815  =   1.00074829
 TU2531
 TU2531|---------------------------------------------------------------------|
 TU2531| PID    Reference Object                     Distance      Geod. Az  |
 TU2531|                                                           dddmmss.s |
 TU2531| CN5440 KEEI SOUTH BASE RM 1                  9.124 METERS 05631     |
 TU2531| TU2526 HOOKENA ABANDONED CHURCH SPIRE      APPROX. 6.0 KM 1652810.6 |
 TU2531| CN5441 KEEI SOUTH BASE RM 2                  6.000 METERS 18126     |
 TU2531| TU2545 KEAWE 1948                           23.332 METERS 31618     |
 TU2531| TU2539 NAPOOPOO LIGHT                      APPROX. 5.5 KM 3351059.3 |
 TU2531|---------------------------------------------------------------------|
 TU2531
 TU2531                          SUPERSEDED SURVEY CONTROL
 TU2531
 TU2531  NAD 83(1986)-  19 26 03.98937(N)    155 54 53.04801(W) AD(       ) 2
 TU2531  OLD HI      -  19 26 14.85200(N)    155 55 03.08300(W) AD(       ) 2
 TU2531
 TU2531.Superseded values are not recommended for survey control.
 TU2531.NGS no longer adjusts projects to the OLD HI datum.
 TU2531.See file dsdata.txt to determine how the superseded data were derived.
 TU2531
 TU2531_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9392751491(NAD 83)
 TU2531_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2531_SETTING: 66 = SET IN ROCK OUTCROP
 TU2531
 TU2531  HISTORY     - Date     Condition        Report By
 TU2531  HISTORY     - 1948     MONUMENTED       CGS
 TU2531  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2531
 TU2531                          STATION DESCRIPTION
 TU2531
 TU2531'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2531'THE STATION IS LOCATED ON A FLAT LAVA BED ABOUT 1 MILE NORTH OF
 TU2531'HONAUNAU BAY, ABOUT 0.4 MILE EAST OF THE BEACH, 70 FEET SOUTHEAST
 TU2531'OF THE CENTER OF A CATTLE GUARD, 69 FEET SOUTH OF A ROCK WALL,
 TU2531'17.3 FEET EAST OF THE CENTERLINE OF THE HIGHWAY WHICH RUNS BETWEEN
 TU2531'NAPOOPOO AND HONAUNAU BAY AND ABOUT 3 FEET HIGHER THAN THE
 TU2531'HIGHWAY.
 TU2531'
 TU2531'TO REACH FROM THE POST OFFICE AT NAPOOPOO, GO SOUTH ON THE
 TU2531'ROAD WHICH LEADS TO HONAUNAU BAY FOR -- MILES TO THE STATION ON
 TU2531'THE LEFT HAND SIDE OF THE ROAD.
 TU2531'
 TU2531'THE STATION IS A STANDARD DISK, STAMPED KEEI S BASE 1948, SET
 TU2531'INTO A DRILL HOLE IN FLAT LAVA BEDROCK.
 TU2531'
 TU2531'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEEI S BASE
 TU2531'NO 1 1948, SET INTO A DRILL HOLE IN FLAT LAVA BEDROCK.  IT IS
 TU2531'LOCATED 44.7 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND IS
 TU2531'ABOUT THE SAME ELEVATION AS THE STATION.
 TU2531'
 TU2531'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEEI S BASE
 TU2531'NO 2 1948, SET INTO A DRILL HOLE IN FLAT LAVA BEDROCK.  IT IS
 TU2531'LOCATED 14 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND IS
 TU2531'ABOUT 2 FEET LOWER THAN THE STATION.
 TU2531'
 TU2531'SUBSTITUTE STATION A IS THE CENTER OF THE INTERSECTIONS OF
 TU2531'THE HIGHWAY AND THE CATTLE GUARD.  IT IS 1.33 METERS LOWER THAN
 TU2531'THE STATION.
 TU2531'
 TU2531'THE BOUNDARY MONUMENT IS A 1 INCH IRON PIPE WHICH PROJECTS
 TU2531'ABOUT 1 FOOT FROM THE TOP OF A SQUARE CONCRETE POST.  THE CONCRETE
 TU2531'POST IS STAMPED J B M KEAWE 1920.  IT IS LOCATED ON THE SOUTH
 TU2531'SIDE OF A ROCK WALL, 27.4 FEET WEST OF THE CENTERLINE OF THE
 TU2531'HIGHWAY AND IS ABOUT 2 FEET LOWER THAN THE STATION.  THIS MARK
 TU2531'IS BELIEVED TO BE A BOUNDARY MARKER FOR THE BISHOP ESTATE.
 TU2531
 TU2531                          STATION RECOVERY (1968)
 TU2531
 TU2531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2531'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2531'HOWEVER A DISCREPANCY OF 10.043 METERS WAS NOTED IN THE DISTANCE
 TU2531'TO KEAWE (JBM) 1920.  IT WAS DOUBLE-CHECKED AND THE 1968
 TU2531'DISTANCE IS CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2531'
 TU2531'STATION IS LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF HONAUNAU,
 TU2531'2-3/4 MILES SOUTH OF NAPOOPOO BAY AND 1 MILE NORTH OF THE CITY
 TU2531'OF REFUGE NATIONAL PARK, ALONG EAST SIDE OF THE MACADAM ROAD
 TU2531'LEADING TO NAPOOPOO BAY.
 TU2531'
 TU2531'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH
 TU2531'ON STATE HIGHWAY 11 FOR 1.7 MILES TO JUNCTION.  TURN SHARP RIGHT
 TU2531'AND GO DOWNHILL ON STATE HIGHWAY 16 FOR 3.5 MILES TO ROAD
 TU2531'JUNCTION AT THE CITY OF REFUGE.  CONTINUE AHEAD, NORTHERLY,
 TU2531'ON MACADAM ROAD FOR 0.8 MILE TO STATION ON RIGHT, AT CATTLEGUARD
 TU2531'AND STONE FENCE.
 TU2531'
 TU2531'STATION MARK IS A STANDARD DISK STAMPED KEEI S BASE 1948,
 TU2531'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK ON LOW MOUND ABOUT 3
 TU2531'FEET HIGHER THAN ROAD.  IT IS 17 FEET EAST OF CENTER LINE OF
 TU2531'ROAD AND 71 FEET SOUTH-SOUTHEAST OF CENTER OF CATTLEGUARD.
 TU2531'
 TU2531'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEEI S
 TU2531'BASE NO 1 1948, CEMENTED IN A DRILL HOLE IN BEDROCK AT SAME
 TU2531'ELEVATION AS STATION MARK AND 4 FEET NORTHEAST OF THE BASE OF A
 TU2531'CLUMP OF LARGE THORN BRUSH.
 TU2531'
 TU2531'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEEI S BASE
 TU2531'NO 2 1948, CEMENTED IN A DRILL HOLE IN THE SOUTH END OF THE
 TU2531'SAME LAVA RISE THE STATION IS ON.  IT IS 14 FEET EAST OF CENTER
 TU2531'LINE OF ROAD AND ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU2531'
 TU2531'KEAWE (JBM) 1920 IS A 1-INCH IRON PIPE, PROJECTING 14 INCHES
 TU2531'FROM A 10 X 10-INCH CONCRETE BLOCK WITH KEAWE.S JBM 1920,
 TU2531'INSCRIBED IN IT.  IT IS 16 INCHES SOUTH OF STONE WALL, 9 FEET
 TU2531'NORTH OF A METAL GATE, 27 FEET WEST OF CENTER LINE OF ROAD, AND
 TU2531'AT SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1557 ***********************************************************************
 TU1557  DESIGNATION -  KEEKEE RESET
 TU1557  PID         -  TU1557
 TU1557  STATE/COUNTY-  HI/HONOLULU
 TU1557  USGS QUAD   -  KAENA (1983)
 TU1557
 TU1557                         *CURRENT SURVEY CONTROL
 TU1557  ___________________________________________________________________
 TU1557* NAD 83(1993)-  21 34 21.38163(N)    158 12 50.55246(W)     ADJUSTED  
 TU1557* LOCAL TIDAL -       305.     (meters)    1001.     (feet)  SCALED    
 TU1557  ___________________________________________________________________
 TU1557  EPOCH DATE  -        1993.62
 TU1557  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 TU1557  GEOID HEIGHT-          14.78  (meters)                     GEOID03
 TU1557
 TU1557  HORZ ORDER  -  THIRD
 TU1557
 TU1557.The horizontal coordinates were established by classical geodetic methods
 TU1557.and adjusted by the National Geodetic Survey in December 1998..
 TU1557.The horizontal coordinates are valid at the epoch date displayed above.
 TU1557.The epoch date for horizontal control is a decimal equivalence
 TU1557.of Year/Month/Day.
 TU1557
 TU1557.The orthometric height was scaled from a topographic map.
 TU1557
 TU1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1557
 TU1557.The geoid height was determined by GEOID03.
 TU1557
 TU1557;                    North         East     Units Scale Factor Converg.
 TU1557;SPC HI 3     -    44,961.138   477,832.096   MT  0.99999607   -0 04 43.3
 TU1557;UTM  04      - 2,385,726.870   581,369.928   MT  0.99968181   +0 17 20.4
 TU1557
 TU1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1557!SPC HI 3     -   0.99994974  x   0.99999607  =   0.99994581
 TU1557!UTM  04      -   0.99994974  x   0.99968181  =   0.99963157
 TU1557
 TU1557|---------------------------------------------------------------------|
 TU1557| PID    Reference Object                     Distance      Geod. Az  |
 TU1557|                                                           dddmmss.s |
 TU1557| CJ9014 RICE RM 1                                          03712     |
 TU1557| CJ8711 KEEKEE RM 3                          15.267 METERS 16150     |
 TU1557| CJ8712 KEEKEE RM 4                           7.098 METERS 26832     |
 TU1557| TU1560 CAMP ERDMAN FLAGPOLE                APPROX. 1.2 KM 3052826.9 |
 TU1557|---------------------------------------------------------------------|
 TU1557
 TU1557                          SUPERSEDED SURVEY CONTROL
 TU1557
 TU1557  NAD 83(1986)-  21 34 21.33123(N)    158 12 50.56412(W) AD(       ) 3
 TU1557  OLD HI      -  21 34 32.71100(N)    158 13 00.49800(W) AD(       ) 3
 TU1557
 TU1557.Superseded values are not recommended for survey control.
 TU1557.NGS no longer adjusts projects to the OLD HI datum.
 TU1557.See file dsdata.txt to determine how the superseded data were derived.
 TU1557
 TU1557_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8137085727(NAD 83)
 TU1557_MARKER: Z = SEE DESCRIPTION
 TU1557_SETTING: 0 = UNSPECIFIED SETTING
 TU1557
 TU1557  HISTORY     - Date     Condition        Report By
 TU1557  HISTORY     - 1932     MONUMENTED       CGS
 TU1557  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1557
 TU1557                          STATION DESCRIPTION
 TU1557
 TU1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1557'STATION IS 4-1/4 MILES E OF KAENA POINT, ON A SHARP RIDGE
 TU1557'BETWEEN KEEKEE AND HAILI GULCHES, ABOUT 10 METERS BACK FROM
 TU1557'EDGE OF CLIFF, AMONG LARGE SCATTERED SURFACE BOULDERS.  THIS
 TU1557'RIDGE HAS A PROMINENT SHOULDER (ELEVATION 500 FEET) WHICH PROJECTS
 TU1557'ABOUT 300 METERS OUT FROM THE GENERAL LINE OF THE CLIFFS.  IT IS
 TU1557'POSSIBLE TO REACH THE STATION BY A VERY DIFFICULT CLIMB UP
 TU1557'EITHER SIDE OF THE RIDGE.
 TU1557'
 TU1557'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE
 TU1557'IN DEPRESSIONS IN BOULDERS.
 TU1557'
 TU1557'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1557
 TU1557                          STATION RECOVERY (1964)
 TU1557
 TU1557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1557'STATION MARK WAS RECOVERED IN POOR CONDITION.  EROSION HAS WORN THE
 TU1557'HILL AWAY UNTIL THE ROCK IN WHICH THE STATION MARK WAS SET WAS
 TU1557'ALMOST COMPLETELY EXPOSED.  BOTH REFERENCE MARKS HAVE BEEN
 TU1557'DESTROYED BY EROSION.  AN ANGLE CHECK INDICATED THAT THE STATION
 TU1557'MARK WAS AT THE ORIGINAL LOCATION SO THE STATION WAS REMARKED AND
 TU1557'TWO NEW REFERENCE MARKS ESTABLISHED.  A COMPLETE DESCRIPTION
 TU1557'FOLLOWS--
 TU1557'
 TU1557'STATION IS LOCATED ABOUT 4 MILES EAST OF KAENA POINT AND 1/2 MILE
 TU1557'SOUTH OF THE WEST END OF DILLINGHAM AIRFIELD, AT ABOUT 1002 FEET
 TU1557'ELEVATION, ON THE EDGE OF THE PALI, BETWEEN HAILI AND KEEKEE
 TU1557'GULCHES, AND OVERLOOKING A LARGE QUARRY.  THERE ARE SCATTERED
 TU1557'IRONWOOD TREES ON THE POINT AND THE STATION IS AT THE NORTH END
 TU1557'OF THE MAIN THICKET.
 TU1557'
 TU1557'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1557'STATE HIGHWAY 90 FOR 9.1 MILES TO PAVED SIDE ROAD RIGHT.  TURN
 TU1557'RIGHT AND GO 2.0 MILES TO GUARD SHACK AT TOP OF GRADE.  TURN
 TU1557'RIGHT AND GO 0.6 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW
 TU1557'OLD TRACK ROAD FOR 2.6 MILES TO LARGE CABIN ON LEFT AT SIDE ROAD
 TU1557'LEFT.  GO LEFT FOR 0.2 MILE TO FORK.  TAKE LEFT FORK UP AROUND
 TU1557'SIDE OF RIDGE AND GO 0.6 MILE TO END OF TRUCK TRAVEL.  PACK
 TU1557'LEFT, NORTHERLY, DOWNGRADE, ON DIM TRAIL FOR ABOUT 3/4 MILE
 TU1557'TO END OF RIDGE AND STATION.
 TU1557'
 TU1557'STATION MARK IS A STANDARD DISK STAMPED KEEKEE 1932 1964,
 TU1557'BRAZED TO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT IS SET IN CEMENT
 TU1557'AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS 12 YARDS SOUTH OF END OF
 TU1557'RIDGE.
 TU1557'
 TU1557'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KEEKEE NO 3
 TU1557'1932 1964, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP ON
 TU1557'NORTHEAST SIDE OF A SMALL KNOLL.  IT IS 6.2 FEET HIGHER THAN
 TU1557'STATION MARK.
 TU1557'
 TU1557'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED KEEKEE NO 4
 TU1557'1932 1964, CEMENTED IN A DRILL HOLE IN SLOPING BEDROCK AT THE TOP
 TU1557'OF A SLOPING BEDROCK LEDGE AT WEST SIDE OF RIDGE.  IT IS 8.1 FEET
 TU1557'LOWER THAN STATION MARK.
 TU1557'
 TU1557'W.A. CO. TANK IS A 98-FOOT-HIGH, CYLINDRICAL, SILVER-COLORED TANK,
 TU1557'SUPPORTED BY 4 I-BEAM LEGS.  IT HAS AN INVERTED U VENT PIPE AT THE
 TU1557'CENTER OF ITS TOP.  LOCATED 2-3/4 MILES EAST OF STATION, IN MIDDLE
 TU1557'OF SUGAR-CANE FIELD, ABOUT 0.3 MILE SOUTH-SOUTHEAST OF STATE
 TU1557'HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2751 ***********************************************************************
 TU2751  DESIGNATION -  KEHENA RESET
 TU2751  PID         -  TU2751
 TU2751  STATE/COUNTY-  HI/HAWAII
 TU2751  USGS QUAD   -  KEAWANUI BAY (1982)
 TU2751
 TU2751                         *CURRENT SURVEY CONTROL
 TU2751  ___________________________________________________________________
 TU2751* NAD 83(1993)-  20 08 09.56151(N)    155 53 11.78160(W)     ADJUSTED  
 TU2751* LOCAL TIDAL -        76.2    (meters)     250.     (feet)  VERT ANG  
 TU2751  ___________________________________________________________________
 TU2751  EPOCH DATE  -        1993.62
 TU2751  LAPLACE CORR-          11.00  (seconds)                    DEFLEC99
 TU2751  GEOID HEIGHT-          18.93  (meters)                     GEOID03
 TU2751
 TU2751  HORZ ORDER  -  SECOND
 TU2751
 TU2751.The horizontal coordinates were established by classical geodetic methods
 TU2751.and adjusted by the National Geodetic Survey in December 1998..
 TU2751.The horizontal coordinates are valid at the epoch date displayed above.
 TU2751.The epoch date for horizontal control is a decimal equivalence
 TU2751.of Year/Month/Day.
 TU2751
 TU2751.The orthometric height was determined by vertical angle observations.
 TU2751
 TU2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2751
 TU2751.The geoid height was determined by GEOID03.
 TU2751
 TU2751;                    North         East     Units Scale Factor Converg.
 TU2751;SPC HI 1     -   144,243.503   459,578.777   MT  0.99998685   -0 07 59.1
 TU2751;UTM  05      - 2,229,148.625   198,207.996   MT  1.00072585   -0 59 40.1
 TU2751
 TU2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2751!SPC HI 1     -   0.99998505  x   0.99998685  =   0.99997190
 TU2751!UTM  05      -   0.99998505  x   1.00072585  =   1.00071089
 TU2751
 TU2751|---------------------------------------------------------------------|
 TU2751| PID    Reference Object                     Distance      Geod. Az  |
 TU2751|                                                           dddmmss.s |
 TU2751| TU2750 258 DATUM                             1.248 METERS 07029     |
 TU2751| CN5442 KEHENA RM 1                           7.179 METERS 14005     |
 TU2751| CN5443 KEHENA RM 2 DRILL HOLE                1.074 METERS 17414     |
 TU2751| TU2737 RIDGE                               APPROX. 4.0 KM 3512219.6 |
 TU2751|---------------------------------------------------------------------|
 TU2751
 TU2751                          SUPERSEDED SURVEY CONTROL
 TU2751
 TU2751  NAD 83(1986)-  20 08 09.54056(N)    155 53 11.77772(W) AD(       ) 2
 TU2751  OLD HI      -  20 08 20.57000(N)    155 53 21.81500(W) AD(       ) 2
 TU2751
 TU2751.Superseded values are not recommended for survey control.
 TU2751.NGS no longer adjusts projects to the OLD HI datum.
 TU2751.See file dsdata.txt to determine how the superseded data were derived.
 TU2751
 TU2751_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9820829149(NAD 83)
 TU2751
 TU2751  HISTORY     - Date     Condition        Report By
 TU2751  HISTORY     - 1938     MONUMENTED       HITS
 TU2751  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2751  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2751  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2751  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2751  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2751  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2751
 TU2751                          STATION DESCRIPTION
 TU2751
 TU2751'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2751'ON NORTHWEST COAST OF HAWAII, WEST COAST OF KOHALA DISTRICT, IN
 TU2751'THE LAND OF KAIHOLENA, BETWEEN KEAWANUI AND MAHUKONA, AND 1/2
 TU2751'MILE FROM THE SEA.  POINT MAY BEST BE FOUND IN THE FOLLOWING
 TU2751'MANNER-- IDENTIFY THE MOST PROMINENT POINT, ABOUT 4 MILES SOUTH
 TU2751'OF MAHUKONA SOUTH BEACON, AND HERE WILL BE FOUND A PAINT SPOT ON
 TU2751'AN OLD HOUSE WITH DOMELIKE APPEARANCE.  GO NORTH ALONG THE COAST
 TU2751'TO ANOTHER PAINT SPOT (WHITE PAINT ON ROUND BOULDER),
 TU2751'IMMEDIATELY EAST OF WHICH IS A SMALL MOUND, FROM WHICH THE CAIRN
 TU2751'OVER THE STATION WILL BE SEEN, N. 68 DEG E., 640 METERS
 TU2751'DISTANT.  CENTER MARKED BY A ROCK WITH 1/2-INCH DRILL HOLE IN
 TU2751'TOP.  THREE STONES, EACH MARKED WITH CROSS, ARE EACH DISTANT
 TU2751'ABOUT 1 METER FROM STATION.
 TU2751
 TU2751                          STATION RECOVERY (1938)
 TU2751
 TU2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2751'LOCATION OF STATION--ON THE NORTHWEST COAST OF HAWAII AND WEST
 TU2751'COAST OF KOHALA ABOUT 3-1/2 MILES SOUTH OF MAHUKONA AND 0.4 MILE
 TU2751'INSHORE.
 TU2751'
 TU2751'OLD STATION MARK FOUND--DRILL-HOLE IN ROCK SURROUNDED BY 3
 TU2751'TRIANGULATION STATIONS CUT IN ROCK AND COVERED BY A PILE OF STONES
 TU2751'ALONGSIDE OF WHICH WAS FOUND A U.S.G.S. BRONZE TABLET MARKED 268
 TU2751'FEET ELEVATION.
 TU2751'
 TU2751'NEW MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE MONUMENT
 TU2751'7-1/2 FEET EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG SET ON STEEL
 TU2751'LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW.  A STANDARD
 TU2751'METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2751
 TU2751                          STATION RECOVERY (1948)
 TU2751
 TU2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2751'THE ORIGINAL STATION WAS RECOVERED IN GOOD CONDITION.  A TRIANGLE
 TU2751'CARVED IN A FLAT ROCK WITH A HOLE IN ITS CENTER WAS FOUND
 TU2751'ABOUT 1 METER SOUTH OF THE STATION ALTHOUGH THIS MARK WAS NOT
 TU2751'MENTIONED IN THE ORIGINAL OR ANY SUBSEQUENT DESCRIPTION.  THE
 TU2751'ORIGINAL DESCRIPTION MENTIONS THREE REFERENCE MARKS CONSISTING
 TU2751'OF CROSSES IN ROCKS ABOUT 1 METER DISTANCE.  APPARENTLY THE
 TU2751'REFERENCE MARKS WERE STILL CROSSES WHEN THE STATION WAS
 TU2751'RECOVERED IN 1913 BY E. R. HAND.  IN 1938 THIS STATION WAS
 TU2751'RECOVERED BY THE HAWAII TERRITORY SURVEY AND REPORTED HAVING
 TU2751'FOUND THREE TRIANGLES CARVED IN ROCK WHICH SERVED AS
 TU2751'REFERENCE MARKS.  ALSO, IN 1938, THE HAWAII TERRITORY SURVEY
 TU2751'SURROUNDED THE ORIGINAL STATION DRILL HOLE WITH A
 TU2751'TRIANGULAR SLAB OF CONCRETE WHICH IS 7 FEET ON EACH SIDE
 TU2751'AND PROJECTS ABOUT 10 INCHES.  THEY REPORTEDLY CENTERED A
 TU2751'2-1/2 INCH IRON PIPE OVER THE ORIGINAL STATION.  A U.S.
 TU2751'GEOLOGICAL SURVEY DISK WAS FOUND 4 FEET NORTH OF THE STATION.
 TU2751'AN ADDITIONAL REFERENCE MARK WAS ESTABLISHED FOR THIS STATION.
 TU2751'
 TU2751'A NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ABOUT 8 MILES
 TU2751'SOUTHWEST OF HAWI, ABOUT 4 MILES SOUTH SOUTHEAST OF MAHUKONA, ABOUT
 TU2751'2 MILES NORTH OF KEAWANUI BAY, ABOUT 0.3 MILE EAST OF THE WEST
 TU2751'SHORE OF THE ISLAND AND ON THE CREST OF A LOW, BRUSH COVERED
 TU2751'RIDGE.  HIGHER GROUND TO THE EAST OF THE STATION.
 TU2751'
 TU2751'THE STATION IS BEST REACHED BY BOAT FROM EITHER MAHUKONA OR
 TU2751'KAWAIHAE.
 TU2751'
 TU2751'AN EARLY RECOVERY NOTE.  ORIGINAL STATION RECOVERED BY
 TU2751'C.H. BIRDSEYE IN APRIL 1911.  ROCK AHU REBUILT 6 FEET HIGH.
 TU2751'
 TU2751'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2751'PROJECTS ABOUT 2-1/2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2751'CONCRETE WHICH IS ABOUT 7 FEET ON EACH SIDE AND PROJECTS ABOUT
 TU2751'10 INCHES.
 TU2751'
 TU2751'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948, SET
 TU2751'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES
 TU2751'AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 TU2751'
 TU2751'REFERENCE MARK NUMBER 2 IS DRILL HOLE IN THE CENTER OF A CHISELED
 TU2751'TRIANGLE IN A FLAT ROCK WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2751'GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2751'
 TU2751'THE U.S. GEOLOGICAL SURVEY DISK IS A STANDARD BENCH MARK,
 TU2751'STAMPED 258 DATUM 1911, SET IN A DRILL HOLE IN A FLAT ROCK WHICH
 TU2751'IS FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 TU2751'STATION.
 TU2751
 TU2751                          STATION RECOVERY (1967)
 TU2751
 TU2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2751'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2751'1967 ANGLES TO BM 258 (USGS) AND R.M. NO. 2 ARE CONSIDERED
 TU2751'CORRECT BECAUSE WITH THE TYPE OF INSTRUMENT USED (WILD T-2) IT WAS
 TU2751'POSSIBLE TO FOCUS AND OBTAIN ACCURATE POINTINGS.  IT IS NOW
 TU2751'POSSIBLE TO DRIVE TO THE STATION.  A COMPLETE DESCRIPTION
 TU2751'FOLLOWS--
 TU2751'
 TU2751'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF KAWAIHAE AND
 TU2751'2000 FEET EAST-NORTHEAST OF THE SEA, ON A RISE ALONG THE
 TU2751'SOUTHWEST SIDE OF THE NEW COAST HIGHWAY RUNNING BETWEEN KAWAIHAE
 TU2751'AND MAHUKONA, AND IS AT ABOUT 250 FEET ELEVATION.
 TU2751'
 TU2751'TO REACH STATION FROM THE POST OFFICE AT KAWAIHAE, GO NORTHWEST
 TU2751'ON THE HIGHWAY FOR 8.2 MILES TO TOP OF GRADE AND STATION ON LEFT.
 TU2751'
 TU2751'STATION IS MARKED BY A 1/2-INCH DRILL HOLE IN A ROCK, AT THE
 TU2751'BOTTOM OF A 5-INCH-DIAMETER, 7-INCH-DEEP HOLE IN THE CENTER OF
 TU2751'A TRIANGULAR CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE AND
 TU2751'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 176 FEET WEST-SOUTHWEST
 TU2751'OF CENTER LINE OF HIGHWAY.
 TU2751'
 TU2751'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948,
 TU2751'CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT ROCK OUTCROP PROJECTING
 TU2751'4 INCHES FROM GROUND, AND IS 0.3 FOOT HIGHER THAN STATION MARK.
 TU2751'
 TU2751'REFERENCE MARK NUMBER TWO IS A CHISELED TRIANGLE, 8 INCHES ON
 TU2751'EACH SIDE, WITH A DRILL HOLE IN CENTER, 16 INCHES SOUTHWEST OF
 TU2751'THE SOUTHWEST CORNER OF THE PLATFORM AND IS AT ABOUT SAME
 TU2751'ELEVATION AS STATION MARK.
 TU2751'
 TU2751'BM 258 (USGS) IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 258 1911,
 TU2751'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND, 1-1/2
 TU2751'FEET NORTHEAST OF NORTHEAST EDGE OF THE PLATFORM AND AT ABOUT
 TU2751'SAME ELEVATION AS STATION MARK.
 TU2751
 TU2751                          STATION RECOVERY (1968)
 TU2751
 TU2751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2751'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY D.M. WHIPP,
 TU2751'1967 - WOODEN HYDROGRAPHIC SURVEY SIGNAL (TRIPOD) BUILT OVER
 TU2751'STATION NOVEMBER, 1968.
 TU2751
 TU2751                          STATION RECOVERY (1978)
 TU2751
 TU2751'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2751'STATION WAS RECOVERED AS DESCRIBED IN RECOVERY NOTE BY D.M. WHIPP
 TU2751'IN 1967.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2715 ***********************************************************************
 TU2715  DESIGNATION -  KEHONI RESET
 TU2715  PID         -  TU2715
 TU2715  STATE/COUNTY-  HI/HAWAII
 TU2715  USGS QUAD   -  HAWI (1995)
 TU2715
 TU2715                         *CURRENT SURVEY CONTROL
 TU2715  ___________________________________________________________________
 TU2715* NAD 83(1993)-  20 14 32.24414(N)    155 51 59.13460(W)     ADJUSTED  
 TU2715* LOCAL TIDAL -       203.4    (meters)     667.     (feet)  VERT ANG  
 TU2715  ___________________________________________________________________
 TU2715  EPOCH DATE  -        1993.62
 TU2715  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 TU2715  GEOID HEIGHT-          17.85  (meters)                     GEOID03
 TU2715
 TU2715  HORZ ORDER  -  SECOND
 TU2715
 TU2715.The horizontal coordinates were established by classical geodetic methods
 TU2715.and adjusted by the National Geodetic Survey in December 1998..
 TU2715.The horizontal coordinates are valid at the epoch date displayed above.
 TU2715.The epoch date for horizontal control is a decimal equivalence
 TU2715.of Year/Month/Day.
 TU2715
 TU2715.The orthometric height was determined by vertical angle observations.
 TU2715
 TU2715.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2715
 TU2715.The geoid height was determined by GEOID03.
 TU2715
 TU2715;                    North         East     Units Scale Factor Converg.
 TU2715;SPC HI 1     -   156,006.721   461,714.645   MT  0.99998478   -0 07 36.4
 TU2715;UTM  05      - 2,240,886.897   200,522.599   MT  1.00070863   -0 59 33.0
 TU2715
 TU2715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2715!SPC HI 1     -   0.99996522  x   0.99998478  =   0.99995000
 TU2715!UTM  05      -   0.99996522  x   1.00070863  =   1.00067383
 TU2715
 TU2715:                Primary Azimuth Mark                     Grid Az
 TU2715:SPC HI 1     -  HAWI UPOLU AIRPORT BCN                   011 41 49.5
 TU2715:UTM  05      -  HAWI UPOLU AIRPORT BCN                   012 33 46.1
 TU2715
 TU2715|---------------------------------------------------------------------|
 TU2715| PID    Reference Object                     Distance      Geod. Az  |
 TU2715|                                                           dddmmss.s |
 TU2715| TU2758 HAWI UPOLU AIRPORT BCN              APPROX. 2.3 KM 0113413.1 |
 TU2715| CN5444 KEHONI RM 1                           4.405 METERS 12258     |
 TU2715| CN5445 KEHONI RM 2                          14.872 METERS 23050     |
 TU2715| TU2761 LORAN C TOWER                       APPROX. 2.1 KM 2853117.7 |
 TU2715| TU2762 LORAN A TOWER                       APPROX. 2.4 KM 2943135.3 |
 TU2715| TU2764 LORAN A TOWER 1977                  APPROX. 2.4 KM 2943204.6 |
 TU2715| TU2763 LORAN TOWER                         APPROX. 2.4 KM 2951049.3 |
 TU2715|---------------------------------------------------------------------|
 TU2715
 TU2715                          SUPERSEDED SURVEY CONTROL
 TU2715
 TU2715  NAD 83(1986)-  20 14 32.21315(N)    155 51 59.12954(W) AD(       ) 2
 TU2715  OLD HI      -  20 14 43.27600(N)    155 52 09.17300(W) AD(       ) 2
 TU2715
 TU2715.Superseded values are not recommended for survey control.
 TU2715.NGS no longer adjusts projects to the OLD HI datum.
 TU2715.See file dsdata.txt to determine how the superseded data were derived.
 TU2715
 TU2715_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0052340887(NAD 83)
 TU2715
 TU2715  HISTORY     - Date     Condition        Report By
 TU2715  HISTORY     - 1948     MONUMENTED       LOCSUR
 TU2715  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2715  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2715  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU2715  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2715  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2715
 TU2715                          STATION DESCRIPTION
 TU2715
 TU2715'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948 (LCW)
 TU2715'THIS STATION WAS ESTABLISHED BY THE HAWAII TERRITORY SURVEY.  IT
 TU2715'WAS RECOVERED BY THEM IN 1938 AND MONUMENTED WITH A CONCRETE
 TU2715'PLATFORM, METAL POLE AND TARGET.  THE OLD MARK WAS A TRIANGLE CUT
 TU2715'IN A CEMENT BLOCK.  STATION EXISTS IN 1948 AS IT WAS RECOVERED IN
 TU2715'1938.
 TU2715'
 TU2715'LOCATED ON A VERY PROMINENT HILL NAMED KAHONE ON TOPOGRAPHIC MAPS,
 TU2715'2-1/2 MILES WEST OF HAWI AND ABOUT 1/4 MILE NORTH OF THE
 TU2715'HAWI-MAHUKONA ROAD.  STATION IS AT THE TOP OF THIS HILL, TO WHICH
 TU2715'A TRUCK CAN BE DRIVEN BY PASSING THROUGH A GATE JUST BEFORE
 TU2715'ABREAST OF THE STATION.  THIS HILL IS ABOUT 1 MILE NORTHWESTWARD
 TU2715'OF PUU ULA.
 TU2715
 TU2715                          STATION RECOVERY (1958)
 TU2715
 TU2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2715'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1948,
 TU2715'EXCEPT FOR THE FOLLOWING--
 TU2715'
 TU2715'THE STEEL LEGS HAVE RUSTED OFF AND THE METAL POLE AND TARGET ARE
 TU2715'GONE.  THE R.M. WAS SEARCHED FOR BUT NOT FOUND.
 TU2715'
 TU2715'TO REACH GO 2.1 MILES WEST ALONG THE HIGHWAY FROM THE JUNCTION
 TU2715'IN HAWI.  TURN RIGHT ON A BLACK TOP ROAD AND CONTINUE NORTHWEST FOR
 TU2715'0.7 MILE UP AND AROUND TO THE WEST SIDE AND TOP OF KAHONE HILL TO
 TU2715'THE WHITE C.A.A. OMNI RANGE STATION.  THE MARK IS DIRECTLY
 TU2715'UNDERNEATH A BOUNDARY FENCE LINE AND 18.7 FT. EAST OF THE VOR
 TU2715'NORTH-SOUTH FENCE LINE EXTENDED.
 TU2715
 TU2715                          STATION RECOVERY (1962)
 TU2715
 TU2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2715'THE STATION AND THE REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TU2715'AS DESCRIBED EXCEPT THAT THE METAL TARGET IS GONE.  THE STATION IS
 TU2715'IN A FENCE LINE AT THE EAST EDGE OF THE PROPERTY FENCE AROUND THE
 TU2715'NOW ABANDONED VOR SITE AT UPOLO POINT.  THE OLD BUILDING STILL
 TU2715'STANDS.  A PAVED ROAD LEADS TO THE TOP AND THE STATION SITE.
 TU2715
 TU2715                          STATION RECOVERY (1963)
 TU2715
 TU2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DGB)
 TU2715'CONCRETE PLATFORM, WITH HOLE IN CENTER EXPOSING ORIGINAL MARK, SET
 TU2715'BY HAWAIIAN TERRITORY SURVEY IN 1938, RECOVERED IN GOOD
 TU2715'CONDITION.  METAL POLE AND TARGET ARE GONE.  THE STATION LIES ON A
 TU2715'PROPERTY LINE AND NOW HAS A 4 FOOT WOODEN FENCE DIRECTLY OVER IT.
 TU2715'
 TU2715'AN ABANDON FAA INSTALLATION-BUILDING, PAVED PARKING AND ROAD, AND
 TU2715'FENCE-LIES 100 FEET SSW OF THE MARK.
 TU2715'
 TU2715'ONE R.M. WAS FOUND 14 FEET SE ALONG THE FENCE.  A DISC IN 3 IN
 TU2715'PIPE, TOP 5 IN ABOVE GROUND.  ITS CONDITION WAS GOOD.  A SINGLE
 TU2715'WOODEN POLE IS SET OVER THE MARK AS TARGET.
 TU2715'
 TU2715'ORIGINAL DESCRIPTION ADEQUATE.
 TU2715
 TU2715                          STATION RECOVERY (1967)
 TU2715
 TU2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2715'STATION MARK AND REFERENCE MARK ONE WERE RECOVERED IN GOOD
 TU2715'CONDITION.  A NEW REFERENCE MARK, NUMBER TWO, WAS ESTABLISHED.  A
 TU2715'COMPLETE DESCRIPTION FOLLOWS--
 TU2715'
 TU2715'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF HAWI AND 1400 FEET
 TU2715'NORTH OF STATE HIGHWAY 27, AT ABOUT 667 FEET ELEVATION, ON THE
 TU2715'SUMMIT OF A BARE HILL NAMED KEHONI, THAT HAS AN OLD RADIO RANGE
 TU2715'STATION BUILDING ON IT.
 TU2715'
 TU2715'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO NORTH ON STATE
 TU2715'HIGHWAY 25 FOR 0.1 MILE.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 TU2715'27 FOR 1.25 MILES TO JUNCTION WITH STATE HIGHWAY 271 ON
 TU2715'RIGHT.  CONTINUE AHEAD ON HIGHWAY 27 FOR 0.8 MILE TO MACADAM SIDE
 TU2715'ROAD RIGHT, AT TELEPHONE POLE 42.  TURN RIGHT AND FOLLOW THE
 TU2715'MACADAM ROAD NORTHWEST FOR 0.6 MILE TO BOARD GATE.  PASS THROUGH
 TU2715'GATE AND CONTINUE FOR 0.1 MILE TO SUMMIT OF HILL AND STATION.
 TU2715'
 TU2715'STATION IS LOCATED IN A NORTHWEST-SOUTHEAST FENCELINE, AND IS
 TU2715'MARKED BY A HOLE IN THE CENTER OF A CHISELED TRIANGLE, IN THE TOP
 TU2715'OF A 4-INCH-DIAMETER, CONCRETE POST SET IN THE CENTER OF A
 TU2715'TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE AND FLUSH
 TU2715'WITH THE GROUND.  IT IS 81 FEET NORTHEAST OF THE OLD RADIO RANGE
 TU2715'BUILDING AND IS SURROUNDED BY BOULDERS.
 TU2715'
 TU2715'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEHONI 1948,
 TU2715'SET IN THE TOP OF A 2-INCH, IRON PIPE PROJECTING 6 INCHES FROM
 TU2715'THE GROUND.  IT IS 14 INCHES NORTHEAST OF THE FENCE AND 0.55 FOOT
 TU2715'LOWER THAN STATION.
 TU2715'
 TU2715'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEHONI HTS
 TU2715'1948 NO 2 967, CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A
 TU2715'24-INCH-DIAMETER CONCRETE BLOCK THAT HAS 4 LARGE BOLTS PROJECTING
 TU2715'FROM THE TOP.  IT IS 38.5 FEET NORTHEAST OF THE EDGE OF THE
 TU2715'BUILDING, 10 FEET NORTHWEST OF A 3-INCH PIPE PROJECTING 4 FEET
 TU2715'FROM THE GROUND, AND IS 0.7 FOOT LOWER THAN STATION.
 TU2715
 TU2715                          STATION RECOVERY (1977)
 TU2715
 TU2715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2715'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TU2715'CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND SMALLER
 TU2715'BY 01 MINUTE AND 03 SECONDS.  THE DISTANCE TO REFERENCE MARK 1 WAS
 TU2715'FOUND LONGER BY 0.010 METER AND THE DISTANCE TO REFERENCE MARK 2
 TU2715'FOUND LONGER BY 0.002 METER.  THE TO REACH AND WRITE UP OF THE
 TU2715'1967 RECOVERY NOTE IS GOOD.
 TU2715'
 TU2715'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2715'
 TU2715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2715'2-1/2 MILES WEST OF HAWI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1859 ***********************************************************************
 TU1859  DESIGNATION -  KEIKEI 1927
 TU1859  PID         -  TU1859
 TU1859  STATE/COUNTY-  HI/KAUAI
 TU1859  USGS QUAD   -  KEKAHA (1983)
 TU1859
 TU1859                         *CURRENT SURVEY CONTROL
 TU1859  ___________________________________________________________________
 TU1859* NAD 83(1993)-  21 58 17.92684(N)    159 43 51.46747(W)     ADJUSTED  
 TU1859* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1859  ___________________________________________________________________
 TU1859  EPOCH DATE  -        1993.62
 TU1859  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 TU1859  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU1859
 TU1859  HORZ ORDER  -  THIRD
 TU1859
 TU1859.The horizontal coordinates were established by classical geodetic methods
 TU1859.and adjusted by the National Geodetic Survey in December 1998..
 TU1859.The horizontal coordinates are valid at the epoch date displayed above.
 TU1859.The epoch date for horizontal control is a decimal equivalence
 TU1859.of Year/Month/Day.
 TU1859
 TU1859.The orthometric height was scaled from a topographic map.
 TU1859
 TU1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1859
 TU1859.The geoid height was determined by GEOID03.
 TU1859
 TU1859;                    North         East     Units Scale Factor Converg.
 TU1859;SPC HI 4     -    15,333.091   476,145.699   MT  0.99999703   -0 05 11.1
 TU1859;UTM  04      - 2,429,868.730   424,532.889   MT  0.99967037   -0 16 24.6
 TU1859
 TU1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1859!SPC HI 4     -   0.99999684  x   0.99999703  =   0.99999387
 TU1859!UTM  04      -   0.99999684  x   0.99967037  =   0.99966721
 TU1859
 TU1859:                Primary Azimuth Mark                     Grid Az
 TU1859:SPC HI 4     -  KOKOLE                                   287 22 43.4
 TU1859:UTM  04      -  KOKOLE                                   287 33 56.9
 TU1859
 TU1859|---------------------------------------------------------------------|
 TU1859| PID    Reference Object                     Distance      Geod. Az  |
 TU1859|                                                           dddmmss.s |
 TU1859| TU1867 KOKOLE                              APPROX. 2.7 KM 2871732.3 |
 TU1859|---------------------------------------------------------------------|
 TU1859
 TU1859                          SUPERSEDED SURVEY CONTROL
 TU1859
 TU1859  NAD 83(1986)-  21 58 17.89029(N)    159 43 51.49138(W) AD(       ) 3
 TU1859  OLD HI      -  21 58 29.17000(N)    159 44 01.52800(W) AD(       ) 3
 TU1859
 TU1859.Superseded values are not recommended for survey control.
 TU1859.NGS no longer adjusts projects to the OLD HI datum.
 TU1859.See file dsdata.txt to determine how the superseded data were derived.
 TU1859
 TU1859_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2453329869(NAD 83)
 TU1859_MARKER: Z = SEE DESCRIPTION
 TU1859_SETTING: 0 = UNSPECIFIED SETTING
 TU1859
 TU1859  HISTORY     - Date     Condition        Report By
 TU1859  HISTORY     - 1927     MONUMENTED       CGS
 TU1859  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1859
 TU1859                          STATION DESCRIPTION
 TU1859
 TU1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1859'ON SOUTHWEST COAST OF KAUAI, 2 MILES WEST OF KEKAHA, ON A
 TU1859'SANDY HUMMOCK ABOUT 100 METERS INSHORE, AND 200 METERS EAST OF
 TU1859'FENCE LINE AND MOUTH OF NAKEIKEI ELIMA DITCH.  A SANDY ROAD
 TU1859'GOING THROUGH ALGEROBA PASTURE LANDS, STARTING AS A LEFT-HAND
 TU1859'BRANCH FROM THE CENTER OF KEKAHA VILLAGE, PASSES WITHIN ABOUT
 TU1859'500 METERS OF STATION.  STATION MARKED BY A BRONZE HYDROGRAPHIC
 TU1859'DISK WEDGED IN A DRILL HOLE IN A BLACK ROCK OR BOWLDER.
 TU1859
 TU1859                          STATION RECOVERY (1966)
 TU1859
 TU1859'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1859'STATION WAS SEARCHED FOR BY INVERSE FROM A TRIAL POINT
 TU1859'ESTABLISHED NEARBY, BUT COULD NOT BE FOUND AND IS BELIEVED
 TU1859'DESTROYED.  THE SAND RIDGE HAS RECEDED ABOUT 4 FEET INSHORE FROM
 TU1859'WHERE IT WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3121 ***********************************************************************
 TU3121  DESIGNATION -  KEKAA 1881
 TU3121  PID         -  TU3121
 TU3121  STATE/COUNTY-  HI/MAUI
 TU3121  USGS QUAD   -  LAHAINA (1992)
 TU3121
 TU3121                         *CURRENT SURVEY CONTROL
 TU3121  ___________________________________________________________________
 TU3121* NAD 83(1993)-  20 55 38.31886(N)    156 41 44.70350(W)     ADJUSTED  
 TU3121* LOCAL TIDAL -        27.6    (meters)      91.     (feet)  VERT ANG  
 TU3121  ___________________________________________________________________
 TU3121  EPOCH DATE  -        1993.62
 TU3121  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 TU3121  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU3121
 TU3121  HORZ ORDER  -  FIRST
 TU3121
 TU3121.The horizontal coordinates were established by classical geodetic methods
 TU3121.and adjusted by the National Geodetic Survey in December 1998..
 TU3121.The horizontal coordinates are valid at the epoch date displayed above.
 TU3121.The epoch date for horizontal control is a decimal equivalence
 TU3121.of Year/Month/Day.
 TU3121
 TU3121.The orthometric height was determined by vertical angle observations.
 TU3121
 TU3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3121
 TU3121.The geoid height was determined by GEOID03.
 TU3121
 TU3121;                    North         East     Units Scale Factor Converg.
 TU3121;SPC HI 2     -    65,758.673   496,974.732   MT  0.99996678   -0 00 37.4
 TU3121;UTM  04      - 2,315,824.803   739,642.065   MT  1.00030976   +0 49 24.4
 TU3121
 TU3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3121!SPC HI 2     -   0.99999313  x   0.99996678  =   0.99995991
 TU3121!UTM  04      -   0.99999313  x   1.00030976  =   1.00030289
 TU3121
 TU3121:                Primary Azimuth Mark                     Grid Az
 TU3121:SPC HI 2     -  HONO 1931                                026 17 05.9
 TU3121:UTM  04      -  HONO 1931                                025 27 04.1
 TU3121
 TU3121|---------------------------------------------------------------------|
 TU3121| PID    Reference Object                     Distance      Geod. Az  |
 TU3121|                                                           dddmmss.s |
 TU3121| TU3128 HONO 1931                           APPROX. 1.5 KM 0261628.5 |
 TU3121| TU3119 CRUSHER                             APPROX. 2.1 KM 1585103.8 |
 TU3121| TU3127 PIONEER MILL STACK                  APPROX. 5.8 KM 1591540.3 |
 TU3121| TU3111 LAHAINA PIONEER SUGAR MILL STK      APPROX. 5.8 KM 1593519.9 |
 TU3121| TU3114 MALA BALDWIN CANNERY STACK          APPROX. 4.6 KM 1652821.7 |
 TU3121| TU3203 SMOKE CHURCH SPIRE                  APPROX.16.0 KM 2362645.5 |
 TU3121| TU3243 TANK                                APPROX.20.1 KM 2633543.7 |
 TU3121| TU3251 LIGHT TOWER                         APPROX.21.4 KM 2661633.2 |
 TU3121| TU3245 WRECK                               APPROX.22.7 KM 2683257.7 |
 TU3121|---------------------------------------------------------------------|
 TU3121
 TU3121                          SUPERSEDED SURVEY CONTROL
 TU3121
 TU3121  NAD 83(1986)-  20 55 38.27710(N)    156 41 44.67669(W) AD(       ) 1
 TU3121  OLD HI      -  20 55 49.82900(N)    156 41 54.85800(W) AD(       ) 1
 TU3121
 TU3121.Superseded values are not recommended for survey control.
 TU3121.NGS no longer adjusts projects to the OLD HI datum.
 TU3121.See file dsdata.txt to determine how the superseded data were derived.
 TU3121
 TU3121_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3964215825(NAD 83)
 TU3121
 TU3121  HISTORY     - Date     Condition        Report By
 TU3121  HISTORY     - 1881     MONUMENTED       HIGS
 TU3121  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU3121  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3121  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3121  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3121
 TU3121                          STATION DESCRIPTION
 TU3121
 TU3121'DESCRIBED BY HAWAII GEODETIC SURVEY 1881
 TU3121'ON WESTERN SHORE OF WEST MAUI, IN KAANAPALI DISTRICT, ON A ROCKY
 TU3121'PROMONTORY KNOWN AS BLACK ROCK OR SHAWS HILL, ABOUT 6,500 METERS
 TU3121'NORTH OF LAHAINA COURTHOUSE.  MARKED BY A CONCRETE POST.
 TU3121
 TU3121                          STATION RECOVERY (1928)
 TU3121
 TU3121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (CAB)
 TU3121'ORIGINAL DESCRIPTION GOOD.
 TU3121'
 TU3121'NEW MARK--SAME AS TYPE A HAWAII TERRITORY SURVEY TRIANGULATION
 TU3121'STATION MONUMENT, WITH THIS EXCEPTION--GALV. PIPE INSTEAD OF
 TU3121'BRONZE TABLET AND CAST IRON SUPPORT PLATE.
 TU3121
 TU3121                          STATION RECOVERY (1931)
 TU3121
 TU3121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3121'STATION FOUND AS DESCRIBED.  TERR. GOVT. HAS BUILT CONCRETE
 TU3121'OBSERVING PLATFORM AND SIGNAL OVER STATION MARK.
 TU3121
 TU3121                          STATION RECOVERY (1950)
 TU3121
 TU3121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3121'STATION WAS RECOVERED AS DESCRIBED.
 TU3121'
 TU3121'TO REACH FROM THE COURTHOUSE IN LAHAINA--GO NORTHERLY ON PAVED
 TU3121'COAST ROAD FOR 4.5 MILES, TURN LEFT, PASS TO RIGHT OF LARGE
 TU3121'WARE HOUSES AND GO EAST FOR ABOUT 0.1 MILE TOWARDS DOCK.  FROM
 TU3121'HERE PACK SOUTH TO TOP OF LOW HILL AND STATION.
 TU3121
 TU3121                          STATION RECOVERY (1969)
 TU3121
 TU3121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3121'STATION WAS DESTROYED IN 1961 WHEN A HOTEL WAS BUILT ON THE
 TU3121'HILL.  THE HAWAII STATE SURVEY DEPT. ESTABLISHED A NEW STATION,
 TU3121'HANAKAOO 1961, ABOUT 1 MILE EAST-SOUTHEAST JUST BEFORE THE STATION
 TU3121'WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1868 ***********************************************************************
 TU1868  DESIGNATION -  KEKAHA AR TRAINING STA RAD MST
 TU1868  PID         -  TU1868
 TU1868  STATE/COUNTY-  HI/KAUAI
 TU1868  USGS QUAD   -  KEKAHA (1983)
 TU1868
 TU1868                         *CURRENT SURVEY CONTROL
 TU1868  ___________________________________________________________________
 TU1868* NAD 83(1993)-  21 59 01.78445(N)    159 45 29.39885(W)     ADJUSTED  
 TU1868* LOCAL TIDAL -                                                        
 TU1868  ___________________________________________________________________
 TU1868  EPOCH DATE  -        1993.62
 TU1868  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 TU1868  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU1868
 TU1868  HORZ ORDER  -  THIRD
 TU1868
 TU1868.The horizontal coordinates were established by classical geodetic methods
 TU1868.and adjusted by the National Geodetic Survey in December 1998..
 TU1868.The horizontal coordinates are valid at the epoch date displayed above.
 TU1868.The epoch date for horizontal control is a decimal equivalence
 TU1868.of Year/Month/Day.
 TU1868
 TU1868
 TU1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1868
 TU1868.The geoid height was determined by GEOID03.
 TU1868
 TU1868;                    North         East     Units Scale Factor Converg.
 TU1868;SPC HI 4     -    16,686.562   473,338.368   MT  0.99999878   -0 05 47.9
 TU1868;UTM  04      - 2,431,230.919   421,730.905   MT  0.99967569   -0 17 01.8
 TU1868
 TU1868                          SUPERSEDED SURVEY CONTROL
 TU1868
 TU1868  NAD 83(1986)-  21 59 01.74866(N)    159 45 29.42403(W) AD(       ) 4
 TU1868  OLD HI      -  21 59 13.03300(N)    159 45 39.45800(W) AD(       ) 3
 TU1868
 TU1868.Superseded values are not recommended for survey control.
 TU1868.NGS no longer adjusts projects to the OLD HI datum.
 TU1868.See file dsdata.txt to determine how the superseded data were derived.
 TU1868
 TU1868_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2173131231(NAD 83)
 TU1868
 TU1868  HISTORY     - Date     Condition        Report By
 TU1868  HISTORY     - 1964     MONUMENTED       CGS
 TU1868
 TU1868                          STATION DESCRIPTION
 TU1868
 TU1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1868'ON WEST COAST OF KAUAI, 3 MILES WEST-NORTHWEST OF KEKAHA, 2-3/4
 TU1868'MILES SOUTHEAST OF BONHAM AIRFIELD AND ABOUT 600 YARDS
 TU1868'NORTH-NORTHWEST OF KOKOLE PT. LIGHT.
 TU1868'
 TU1868'STATION IS THE CENTER MAST OF 9 SKELETON STEEL STRUCTURES THAT
 TU1868'SET ON CONCRETE BASES AND ARE SUPPORTED BY GUY-CABLES.  ALL OF THE
 TU1868'MASTS HAVE ZIG-ZAG SUPERSTRUCTURES ATTACHED VERTICALLY ONTO
 TU1868'THEM.  THE MASTS ARE IN SETS OF 3 AND EACH SET HAS A WEB OF
 TU1868'CABLES ON IT.
 TU1868'
 TU1868'STATION IS 410 FEET HIGH AND THE OTHER MASTS OF ITS SET ARE 400
 TU1868'FEET.  THE OTHER 2 SETS OF MASTS ARE 280 FEET HIGH.  THE CENTER
 TU1868'MAST OF EACH SET HAS A RED WARNING LIGHT ON TOP.  THE MASTS SET ON
 TU1868'AN EAST-NORTHEAST TO WEST-SOUTHWEST LINE OF ABOUT 1000 FEET.  THE
 TU1868'EASTERLY SET IS OFFSET 100 FEET NORTHERLY FROM THE LINE OF THE
 TU1868'OTHER 2 SETS.
 TU1868'
 TU1868'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP, WHICH IS ON
 TU1868'VERTICAL CENTER LINE OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1851 ***********************************************************************
 TU1851  DESIGNATION -  KEKAHA MILL CHIMNEY
 TU1851  PID         -  TU1851
 TU1851  STATE/COUNTY-  HI/KAUAI
 TU1851  USGS QUAD   -  KEKAHA (1983)
 TU1851
 TU1851                         *CURRENT SURVEY CONTROL
 TU1851  ___________________________________________________________________
 TU1851* NAD 83(1993)-  21 58 04.54744(N)    159 42 37.96654(W)     ADJUSTED  
 TU1851* LOCAL TIDAL -                                                        
 TU1851  ___________________________________________________________________
 TU1851  EPOCH DATE  -        1993.62
 TU1851  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 TU1851  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU1851
 TU1851  HORZ ORDER  -  THIRD
 TU1851
 TU1851.The horizontal coordinates were established by classical geodetic methods
 TU1851.and adjusted by the National Geodetic Survey in December 1998..
 TU1851.The horizontal coordinates are valid at the epoch date displayed above.
 TU1851.The epoch date for horizontal control is a decimal equivalence
 TU1851.of Year/Month/Day.
 TU1851
 TU1851
 TU1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1851
 TU1851.The geoid height was determined by GEOID03.
 TU1851
 TU1851;                    North         East     Units Scale Factor Converg.
 TU1851;SPC HI 4     -    14,918.526   478,253.837   MT  0.99999584   -0 04 43.5
 TU1851;UTM  04      - 2,429,447.422   426,638.972   MT  0.99966650   -0 15 56.9
 TU1851
 TU1851                          SUPERSEDED SURVEY CONTROL
 TU1851
 TU1851  NAD 83(1986)-  21 58 04.51136(N)    159 42 37.99059(W) AD(       ) 4
 TU1851  OLD HI      -  21 58 15.79000(N)    159 42 48.02700(W) AD(       ) 3
 TU1851
 TU1851.Superseded values are not recommended for survey control.
 TU1851.NGS no longer adjusts projects to the OLD HI datum.
 TU1851.See file dsdata.txt to determine how the superseded data were derived.
 TU1851
 TU1851_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2663929447(NAD 83)
 TU1851
 TU1851  HISTORY     - Date     Condition        Report By
 TU1851  HISTORY     - UNK      MONUMENTED
 TU1851  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1851  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1851  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1851  HISTORY     - 19970106 GOOD             USPSQD
 TU1851
 TU1851                          STATION DESCRIPTION
 TU1851
 TU1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1851'THE LIGHT COLORED BRICK CHIMNEY (IN 1926 AND 1927, REPORTED
 TU1851'PAINTED SILVER COLOR) OF THE SUGAR MILL AT KEKAHA.  CORNERSTONE
 TU1851'BEARS DATE 1898.
 TU1851
 TU1851                          STATION RECOVERY (1932)
 TU1851
 TU1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CKG)
 TU1851'THE SILVER COLORED BRICK CHIMNEY OF THE SUGAR MILL AT KEKAHA,
 TU1851'ON THE S SIDE OF THE HIGHWAY FROM WAIMEA TO MANA.  CORNER
 TU1851'STONE BEARS DATE 1898.  CHIMNEY IS 125 FT. HIGH.
 TU1851'
 TU1851'IN JUNE 1931, A NEW CONCRETE STACK 200 FT. HIGH, 10 FT.  IN
 TU1851'DIAMETER, WAS BUILT 102.98 FT. (31.39 M.) 145 DEG 06 MIN
 TU1851'53.2 SEC (IN AZIMUTH FROM S THROUGH W) FROM THE OLD CHIMNEY.  THE
 TU1851'OLD CHIMNEY (STATION KEKAHA MILL CHIMNEY) MAY BE TAKEN DOWN.
 TU1851'
 TU1851'NOTE--THE DISTANCE AND AZIMUTH FROM THE OLD STACK TO THE
 TU1851'NEW ONE WAS MEASURED BY THE ENGINEER OF THE KEKAHA SUGAR
 TU1851'CO. LTD.  THE RELATION BETWEEN THE STACKS CHECKED BY C.K. GREEN
 TU1851'IN 1932 WITH A POCKET COMPASS.
 TU1851
 TU1851                          STATION RECOVERY (1966)
 TU1851
 TU1851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1851'STATION IS GONE.  A NEW STACK WAS BUILT IN 1931 ABOUT 100 FEET
 TU1851'NORTHWEST OF THE ORIGINAL ONE, WHICH HAS BEEN REMOVED.
 TU1851
 TU1851                          STATION RECOVERY (1997)
 TU1851
 TU1851'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1862 ***********************************************************************
 TU1862  DESIGNATION -  KEKAHA USN RAD CEN OF S3 1967
 TU1862  PID         -  TU1862
 TU1862  STATE/COUNTY-  HI/KAUAI
 TU1862  USGS QUAD   -  KEKAHA (1983)
 TU1862
 TU1862                         *CURRENT SURVEY CONTROL
 TU1862  ___________________________________________________________________
 TU1862* NAD 83(1993)-  21 58 57.33181(N)    159 45 31.48564(W)     ADJUSTED  
 TU1862* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU1862  ___________________________________________________________________
 TU1862  EPOCH DATE  -        1993.62
 TU1862  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 TU1862  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU1862
 TU1862  HORZ ORDER  -  THIRD
 TU1862
 TU1862.The horizontal coordinates were established by classical geodetic methods
 TU1862.and adjusted by the National Geodetic Survey in December 1998..
 TU1862.The horizontal coordinates are valid at the epoch date displayed above.
 TU1862.The epoch date for horizontal control is a decimal equivalence
 TU1862.of Year/Month/Day.
 TU1862
 TU1862.The orthometric height was scaled from a topographic map.
 TU1862
 TU1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1862
 TU1862.The geoid height was determined by GEOID03.
 TU1862
 TU1862;                    North         East     Units Scale Factor Converg.
 TU1862;SPC HI 4     -    16,549.707   473,278.272   MT  0.99999882   -0 05 48.7
 TU1862;UTM  04      - 2,431,094.306   421,670.382   MT  0.99967581   -0 17 02.5
 TU1862
 TU1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1862!SPC HI 4     -   0.99999668  x   0.99999882  =   0.99999550
 TU1862!UTM  04      -   0.99999668  x   0.99967581  =   0.99967249
 TU1862
 TU1862                          SUPERSEDED SURVEY CONTROL
 TU1862
 TU1862  NAD 83(1986)-  21 58 57.29543(N)    159 45 31.51115(W) AD(       ) 3
 TU1862  OLD HI      -  21 59 08.56980(N)    159 45 41.55050(W) AD(       ) 3
 TU1862
 TU1862.Superseded values are not recommended for survey control.
 TU1862.NGS no longer adjusts projects to the OLD HI datum.
 TU1862.See file dsdata.txt to determine how the superseded data were derived.
 TU1862
 TU1862_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2167031094(NAD 83)
 TU1862
 TU1862  HISTORY     - Date     Condition        Report By
 TU1862  HISTORY     - 1967     MONUMENTED       CGS
 TU1862  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1862  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 TU1862
 TU1862                          STATION DESCRIPTION
 TU1862
 TU1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1862'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU1862'NORTHWEST ON STATE HIGHWAY 50 FOR 2.45 MILES TO A ROAD ON THE
 TU1862'LEFT.  TURN LEFT AND GO SOUTHWEST AND WEST ON AN ASPHALT ROAD
 TU1862'FOR 0.7 MILE TO THE STATION.
 TU1862'
 TU1862'THE STATION IS THE CENTER AND TALLEST ONE OF THE MOST SOUTHERLY
 TU1862'GROUP OF THREE RADIO MASTS.  IT IS TRIANGULAR IN CROSS-SECTION,
 TU1862'PAINTED ALTERNATELY RED AND WHITE AND IS ABOUT 250 FEET IN
 TU1862'OVERALL HEIGHT.  POINT OBSERVED WAS THE TOP AND CENTER OF THE
 TU1862'MAST.
 TU1862
 TU1862                          STATION RECOVERY (1970)
 TU1862
 TU1862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RWW)
 TU1862'MAST WAS REMOVED IN 1969.
 TU1862
 TU1862                          STATION RECOVERY (1998)
 TU1862
 TU1862'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1869 ***********************************************************************
 TU1869  DESIGNATION -  KEKAHA USN RAD CEN OF 9 1967
 TU1869  PID         -  TU1869
 TU1869  STATE/COUNTY-  HI/KAUAI
 TU1869  USGS QUAD   -  KEKAHA (1983)
 TU1869
 TU1869                         *CURRENT SURVEY CONTROL
 TU1869  ___________________________________________________________________
 TU1869* NAD 83(1993)-  21 59 01.78259(N)    159 45 29.39056(W)     ADJUSTED  
 TU1869* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU1869  ___________________________________________________________________
 TU1869  EPOCH DATE  -        1993.62
 TU1869  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 TU1869  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU1869
 TU1869  HORZ ORDER  -  THIRD
 TU1869
 TU1869.The horizontal coordinates were established by classical geodetic methods
 TU1869.and adjusted by the National Geodetic Survey in December 1998..
 TU1869.The horizontal coordinates are valid at the epoch date displayed above.
 TU1869.The epoch date for horizontal control is a decimal equivalence
 TU1869.of Year/Month/Day.
 TU1869
 TU1869.The orthometric height was scaled from a topographic map.
 TU1869
 TU1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1869
 TU1869.The geoid height was determined by GEOID03.
 TU1869
 TU1869;                    North         East     Units Scale Factor Converg.
 TU1869;SPC HI 4     -    16,686.504   473,338.606   MT  0.99999878   -0 05 47.9
 TU1869;UTM  04      - 2,431,230.861   421,731.142   MT  0.99967569   -0 17 01.8
 TU1869
 TU1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1869!SPC HI 4     -   0.99999668  x   0.99999878  =   0.99999546
 TU1869!UTM  04      -   0.99999668  x   0.99967569  =   0.99967237
 TU1869
 TU1869                          SUPERSEDED SURVEY CONTROL
 TU1869
 TU1869  NAD 83(1986)-  21 59 01.74615(N)    159 45 29.41618(W) AD(       ) 3
 TU1869  OLD HI      -  21 59 13.01930(N)    159 45 39.45910(W) AD(       ) 3
 TU1869
 TU1869.Superseded values are not recommended for survey control.
 TU1869.NGS no longer adjusts projects to the OLD HI datum.
 TU1869.See file dsdata.txt to determine how the superseded data were derived.
 TU1869
 TU1869_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2173131231(NAD 83)
 TU1869
 TU1869  HISTORY     - Date     Condition        Report By
 TU1869  HISTORY     - 1967     MONUMENTED       CGS
 TU1869  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1869  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 TU1869
 TU1869                          STATION DESCRIPTION
 TU1869
 TU1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1869'FROM THE INTERSECTION OF STATE HIGHWAYS 50 AND 55 IN KEKAHA, GO
 TU1869'NORTHWEST ON STATE HIGHWAY 50 FOR 2.45 MILES TO A ROAD ON THE
 TU1869'LEFT.  TURN LEFT AND GO SOUTHWEST AND WEST ON AN ASPHALT ROAD
 TU1869'FOR 0.7 MILE TO THE STATION.
 TU1869'
 TU1869'THE STATION IS THE CENTER AND TALLEST ONE OF THE CENTER GROUP
 TU1869'OF THREE RADIO MASTS.  IT IS TRIANGULAR IN CROSS-SECTION,
 TU1869'PAINTED ALTERNATELY RED AND WHITE AND IS ABOUT 300 FEET
 TU1869'IN HEIGHT.  POINT OBSERVED WAS THE TOP AND CENTER OF THE MAST.
 TU1869
 TU1869                          STATION RECOVERY (1970)
 TU1869
 TU1869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RWW)
 TU1869'MAST WAS REMOVED IN 1969.
 TU1869
 TU1869                          STATION RECOVERY (1998)
 TU1869
 TU1869'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1092 ***********************************************************************
 TU1092  DESIGNATION -  KEKEPA ISLAND
 TU1092  PID         -  TU1092
 TU1092  STATE/COUNTY-  HI/HONOLULU
 TU1092  USGS QUAD   -  KANEOHE (1983)
 TU1092
 TU1092                         *CURRENT SURVEY CONTROL
 TU1092  ___________________________________________________________________
 TU1092* NAD 83(1993)-  21 27 42.92902(N)    157 46 31.98481(W)     ADJUSTED  
 TU1092* LOCAL TIDAL -                                                        
 TU1092  ___________________________________________________________________
 TU1092  EPOCH DATE  -        1993.62
 TU1092  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 TU1092  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU1092
 TU1092  HORZ ORDER  -  THIRD
 TU1092
 TU1092.The horizontal coordinates were established by classical geodetic methods
 TU1092.and adjusted by the National Geodetic Survey in December 1998..
 TU1092.The horizontal coordinates are valid at the epoch date displayed above.
 TU1092.The epoch date for horizontal control is a decimal equivalence
 TU1092.of Year/Month/Day.
 TU1092
 TU1092
 TU1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1092
 TU1092.The geoid height was determined by GEOID03.
 TU1092
 TU1092;                    North         East     Units Scale Factor Converg.
 TU1092;SPC HI 3     -    32,707.653   523,263.276   MT  0.99999668   +0 04 55.6
 TU1092;UTM  04      - 2,373,767.557   626,866.974   MT  0.99979889   +0 26 53.0
 TU1092
 TU1092                          SUPERSEDED SURVEY CONTROL
 TU1092
 TU1092  NAD 83(1986)-  21 27 42.87977(N)    157 46 31.99273(W) AD(       ) 4
 TU1092  OLD HI      -  21 27 54.28900(N)    157 46 41.88200(W) AD(       ) 3
 TU1092
 TU1092.Superseded values are not recommended for survey control.
 TU1092.NGS no longer adjusts projects to the OLD HI datum.
 TU1092.See file dsdata.txt to determine how the superseded data were derived.
 TU1092
 TU1092_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2686773768(NAD 83)
 TU1092
 TU1092  HISTORY     - Date     Condition        Report By
 TU1092  HISTORY     - 1926     MONUMENTED       CGS
 TU1092  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1092
 TU1092                          STATION DESCRIPTION
 TU1092
 TU1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1092'ON EAST COAST OF OAHU ISLAND, IN SOUTHEASTERN PART OF KANEOHE
 TU1092'BAY, ABOUT 3/4 MILE WEST OF NORTH END OF MOKAPU PENINSULA, A
 TU1092'HUGE SYMMETRICAL CORAL ROCK, WITH SIDES DEEPLY UNDERCUT SO
 TU1092'THAT THE ROCK FROM ALMOST ANY DIRECTION PRESENTS THE APPEARANCE
 TU1092'OF A TURTLE.  THE FORMATION IS SOMETIMES REFERRED TO AS TURTLE
 TU1092'ISLAND.  STATION IS EXACT CENTER OF ROCK, NOT MARKED.
 TU1092
 TU1092                          STATION RECOVERY (1965)
 TU1092
 TU1092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1092'THE ISLAND WAS NOT VISITED BUT IS EASILY INDENTIFIED FROM THE
 TU1092'PREVIOUS DESCRIPTION.  IT LIES IN KANEOHE BAY, ABOUT 3/4-MILE
 TU1092'WEST OF STATION PAKO 1932 WHICH IS ON THE NORTHWEST POINT OF
 TU1092'MOKAPU PENINSULA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1865 ***********************************************************************
 TU1865  DESIGNATION -  KEN
 TU1865  PID         -  TU1865
 TU1865  STATE/COUNTY-  HI/KAUAI
 TU1865  USGS QUAD   -  KEKAHA (1983)
 TU1865
 TU1865                         *CURRENT SURVEY CONTROL
 TU1865  ___________________________________________________________________
 TU1865* NAD 83(1993)-  21 59 29.24256(N)    159 45 58.13128(W)     ADJUSTED  
 TU1865* LOCAL TIDAL -                                                        
 TU1865  ___________________________________________________________________
 TU1865  EPOCH DATE  -        1993.62
 TU1865  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 TU1865  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU1865
 TU1865  HORZ ORDER  -  THIRD
 TU1865
 TU1865.The horizontal coordinates were established by classical geodetic methods
 TU1865.and adjusted by the National Geodetic Survey in December 1998..
 TU1865.The horizontal coordinates are valid at the epoch date displayed above.
 TU1865.The epoch date for horizontal control is a decimal equivalence
 TU1865.of Year/Month/Day.
 TU1865
 TU1865
 TU1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1865
 TU1865.The geoid height was determined by GEOID03.
 TU1865
 TU1865;                    North         East     Units Scale Factor Converg.
 TU1865;SPC HI 4     -    17,532.538   472,515.586   MT  0.99999933   -0 05 58.8
 TU1865;UTM  04      - 2,432,079.306   420,911.156   MT  0.99967728   -0 17 12.9
 TU1865
 TU1865                          SUPERSEDED SURVEY CONTROL
 TU1865
 TU1865  NAD 83(1986)-  21 59 29.20616(N)    159 45 58.15620(W) AD(       ) 4
 TU1865  OLD HI      -  21 59 40.46000(N)    159 46 08.21000(W) AD(       ) 3
 TU1865
 TU1865.Superseded values are not recommended for survey control.
 TU1865.NGS no longer adjusts projects to the OLD HI datum.
 TU1865.See file dsdata.txt to determine how the superseded data were derived.
 TU1865
 TU1865_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2091132079(NAD 83)
 TU1865
 TU1865  HISTORY     - Date     Condition        Report By
 TU1865  HISTORY     - 1910     MONUMENTED       CGS
 TU1865  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1865
 TU1865                          STATION DESCRIPTION
 TU1865
 TU1865'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1865'ON SOUTHWEST COAST OF KAUAI, ON A SAND DUNE 1-1/4 MILES
 TU1865'NORTHWEST OF KOKOLE POINT LIGHTHOUSE, 75 METERS BACK FROM
 TU1865'AND 10 FEET ABOVE HIGH-WATER MARK.  MARKED BY STAKE.
 TU1865
 TU1865                          STATION RECOVERY (1966)
 TU1865
 TU1865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1865'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU1865'DESTROYED.  IT WAS ORIGINALLY MARKED BY A STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2190 ***********************************************************************
 TU2190  DESIGNATION -  KEOKEA 1878
 TU2190  PID         -  TU2190
 TU2190  STATE/COUNTY-  HI/HAWAII
 TU2190  USGS QUAD   -  HILO (1995)
 TU2190
 TU2190                         *CURRENT SURVEY CONTROL
 TU2190  ___________________________________________________________________
 TU2190* NAD 83(1993)-  19 44 19.27921(N)    155 02 24.27612(W)     ADJUSTED  
 TU2190* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2190  ___________________________________________________________________
 TU2190  EPOCH DATE  -        1993.62
 TU2190  LAPLACE CORR-         -17.57  (seconds)                    DEFLEC99
 TU2190  GEOID HEIGHT-          17.15  (meters)                     GEOID03
 TU2190
 TU2190  HORZ ORDER  -  THIRD
 TU2190
 TU2190.The horizontal coordinates were established by classical geodetic methods
 TU2190.and adjusted by the National Geodetic Survey in December 1998..
 TU2190.The horizontal coordinates are valid at the epoch date displayed above.
 TU2190.The epoch date for horizontal control is a decimal equivalence
 TU2190.of Year/Month/Day.
 TU2190
 TU2190.The orthometric height was scaled from a topographic map.
 TU2190
 TU2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2190
 TU2190.The geoid height was determined by GEOID03.
 TU2190
 TU2190;                    North         East     Units Scale Factor Converg.
 TU2190;SPC HI 1     -   100,280.794   548,207.351   MT  0.99999538   +0 09 19.2
 TU2190;UTM  05      - 2,183,850.827   286,212.271   MT  1.00016496   -0 41 21.3
 TU2190
 TU2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2190!SPC HI 1     -   0.99999715  x   0.99999538  =   0.99999253
 TU2190!UTM  05      -   0.99999715  x   1.00016496  =   1.00016211
 TU2190
 TU2190:                Primary Azimuth Mark                     Grid Az
 TU2190:SPC HI 1     -  CHURCH SQUARE TOWER                      250 33 42.8
 TU2190:UTM  05      -  CHURCH SQUARE TOWER                      251 24 23.3
 TU2190
 TU2190|---------------------------------------------------------------------|
 TU2190| PID    Reference Object                     Distance      Geod. Az  |
 TU2190|                                                           dddmmss.s |
 TU2190| TU2225 CHURCH SQUARE TOWER                 APPROX. 5.4 KM 2504302.0 |
 TU2190| TU2223 FOREIGN CHURCH                      APPROX. 5.3 KM 2511457.6 |
 TU2190| TU2222 CATHOLIC CHURCH NORTHWEST TWR       APPROX. 5.2 KM 2535011.2 |
 TU2190| TU2224 BILL                                APPROX. 5.1 KM 2622454.0 |
 TU2190| TU2228 HAAHEO                              APPROX. 5.3 KM 2762338.3 |
 TU2190| TU2226 AT                                  APPROX. 5.3 KM 2784006.1 |
 TU2190| TU2151 PAUKAA LIGHTHOUSE                   APPROX. 5.8 KM 2963253.9 |
 TU2190| TU2152 GREEN LIGHT                         APPROX. 5.8 KM 2963257.8 |
 TU2190| TU2139 PIPE                                APPROX. 6.8 KM 3103538.5 |
 TU2190| TU2138 DER                                 APPROX. 6.8 KM 3104720.2 |
 TU2190| TU2153 CHURCH WHITE SPIRE AND CROSS        APPROX. 8.8 KM 3205720.6 |
 TU2190| TU2134 EAST OF 2 STACKS                    APPROX.12.4 KM 3372656.9 |
 TU2190| TU2133 ALIA LIGHTHOUSE PEPEEKEO POINT      APPROX.12.8 KM 3394425.7 |
 TU2190|---------------------------------------------------------------------|
 TU2190
 TU2190                          SUPERSEDED SURVEY CONTROL
 TU2190
 TU2190  NAD 83(1986)-  19 44 19.24625(N)    155 02 24.29632(W) AD(       ) 3
 TU2190  OLD HI      -  19 44 30.98900(N)    155 02 34.29000(W) AD(       ) 3
 TU2190
 TU2190.Superseded values are not recommended for survey control.
 TU2190.NGS no longer adjusts projects to the OLD HI datum.
 TU2190.See file dsdata.txt to determine how the superseded data were derived.
 TU2190
 TU2190_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8621283851(NAD 83)
 TU2190
 TU2190  HISTORY     - Date     Condition        Report By
 TU2190  HISTORY     - 1878     MONUMENTED       HIGS
 TU2190
 TU2190                          STATION DESCRIPTION
 TU2190
 TU2190'DESCRIBED BY HAWAII GEODETIC SURVEY 1878
 TU2190'ON EASTERN SHORE OF HAWAII, AT KEOKEA POINT, EAST OF HILO BAY,
 TU2190'ON A GRASSY ISLET.  THE SURF BREAKS ALL AROUND IT.  MARKED BY
 TU2190'AN IRON PIN LET INTO THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2527 ***********************************************************************
 TU2527  DESIGNATION -  KEOKEA 1928
 TU2527  PID         -  TU2527
 TU2527  STATE/COUNTY-  HI/HAWAII
 TU2527  USGS QUAD   -  HONAUNAU (1996)
 TU2527
 TU2527                         *CURRENT SURVEY CONTROL
 TU2527  ___________________________________________________________________
 TU2527* NAD 83(1993)-  19 24 50.97566(N)    155 54 16.96815(W)     ADJUSTED  
 TU2527* LOCAL TIDAL -        43.     (meters)     141.     (feet)  SCALED    
 TU2527  ___________________________________________________________________
 TU2527  EPOCH DATE  -        1993.62
 TU2527  LAPLACE CORR-          25.06  (seconds)                    DEFLEC99
 TU2527  GEOID HEIGHT-          20.06  (meters)                     GEOID03
 TU2527
 TU2527  HORZ ORDER  -  THIRD
 TU2527
 TU2527.The horizontal coordinates were established by classical geodetic methods
 TU2527.and adjusted by the National Geodetic Survey in December 1998..
 TU2527.The horizontal coordinates are valid at the epoch date displayed above.
 TU2527.The epoch date for horizontal control is a decimal equivalence
 TU2527.of Year/Month/Day.
 TU2527
 TU2527.The orthometric height was scaled from a topographic map.
 TU2527
 TU2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2527
 TU2527.The geoid height was determined by GEOID03.
 TU2527
 TU2527;                    North         East     Units Scale Factor Converg.
 TU2527;SPC HI 1     -    64,341.518   457,494.590   MT  0.99998899   -0 08 04.3
 TU2527;UTM  05      - 2,149,226.238   194,941.049   MT  1.00075049   -0 57 58.5
 TU2527
 TU2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2527!SPC HI 1     -   0.99999009  x   0.99998899  =   0.99997908
 TU2527!UTM  05      -   0.99999009  x   1.00075049  =   1.00074057
 TU2527
 TU2527:                Primary Azimuth Mark                     Grid Az
 TU2527:SPC HI 1     -  LAE O KANONI                             325 34 31.1
 TU2527:UTM  05      -  LAE O KANONI                             326 24 25.3
 TU2527
 TU2527|---------------------------------------------------------------------|
 TU2527| PID    Reference Object                     Distance      Geod. Az  |
 TU2527|                                                           dddmmss.s |
 TU2527| TU2533 LAE O KANONI                        APPROX. 2.3 KM 3252626.8 |
 TU2527|---------------------------------------------------------------------|
 TU2527
 TU2527                          SUPERSEDED SURVEY CONTROL
 TU2527
 TU2527  NAD 83(1986)-  19 24 50.97262(N)    155 54 17.00476(W) AD(       ) 3
 TU2527  OLD HI      -  19 25 02.64900(N)    155 54 26.47800(W) AD(       ) 3
 TU2527
 TU2527.Superseded values are not recommended for survey control.
 TU2527.NGS no longer adjusts projects to the OLD HI datum.
 TU2527.See file dsdata.txt to determine how the superseded data were derived.
 TU2527
 TU2527_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9494149226(NAD 83)
 TU2527
 TU2527  HISTORY     - Date     Condition        Report By
 TU2527  HISTORY     - 1928     MONUMENTED       CGS
 TU2527  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2527
 TU2527                          STATION DESCRIPTION
 TU2527
 TU2527'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2527'ON WESTERN COAST OF HAWAII, IN THE DISTRICT OF KEOKEA, KONA,
 TU2527'BY THE SEA, ABOUT 1 MILE SOUTH OF HONAUNAU BAY (CITY OF REFUGE),
 TU2527'AT THE HEAD OF AN INDENTATION SOMETIMES KNOWN AS PUKAKIO BAY,
 TU2527'150 METERS EAST-NORTHEAST FROM THE POINT WHERE THE ANCIENT BUT
 TU2527'WELL-MARKED TRAIL CLIMBS THE LOW CLIFF ON THE WAY SOUTH FROM
 TU2527'THE CITY OF REFUGE, AND 50 METERS BACK SOUTHEAST FROM THE SAME
 TU2527'CLIFF THAT TRENDS NORTH AND SOUTH.  STATION IS ON TOP OF A
 TU2527'PROMINENT LAVA BUBBLE WHICH RISES ABRUPTLY FROM THE
 TU2527'SURROUNDING FLAT TO AN ELEVATION OF 120 FEET.  MARKED BY A
 TU2527'STANDARD DISK STATION MARK.
 TU2527
 TU2527                          STATION RECOVERY (1968)
 TU2527
 TU2527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2527'STATION MARK WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT
 TU2527'2-1/2 MILES SOUTHWEST OF THE POST OFFICE AT HONAUNAU AND 3/4-MILE
 TU2527'SOUTHEAST OF HONAUNAU BAY AND THE CITY OF REFUGE, ABOVE THE
 TU2527'CLIFF AT ALAHAKA BAY AND ABOUT 600 FEET EAST OF THE SEA, AT ABOUT
 TU2527'125 FEET ELEVATION, ON A BROKEN-UP LAVA MOUND ABOUT 10 FEET
 TU2527'HIGHER THAN SURROUNDING AREA.
 TU2527'
 TU2527'TO REACH STATION FROM THE CITY OF REFUGE HEADQUARTERS BUILDING,
 TU2527'GO SOUTHERLY ON TRACK ROAD ALONG BEACH FOR 0.3 MILE TO END OF
 TU2527'ROAD AT STONE FENCES.  PACK SOUTHEAST ALONG GOOD TRAIL FOR ABOUT
 TU2527'1/4-MILE TO WHERE TRAIL GOES UP ONTO SOUTH END OF CLIFF.  LEAVE
 TU2527'TRAIL AND GO NORTHEAST ALONG RIM ABOUT 150 YARDS, THEN GO RIGHT
 TU2527'ABOUT 50 YARDS TO STATION.
 TU2527'
 TU2527'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2527'HOLE AT SOUTHWEST SIDE OF THE LAVA MOUND, ABOUT 40 FEET FROM
 TU2527'HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2191 ***********************************************************************
 TU2191  DESIGNATION -  KEOKEA 2 1951
 TU2191  PID         -  TU2191
 TU2191  STATE/COUNTY-  HI/HAWAII
 TU2191  USGS QUAD   -  HILO (1995)
 TU2191
 TU2191                         *CURRENT SURVEY CONTROL
 TU2191  ___________________________________________________________________
 TU2191* NAD 83(1993)-  19 44 14.48173(N)    155 02 32.69220(W)     ADJUSTED  
 TU2191* LOCAL TIDAL -         3.0    (meters)      10.     (feet)  VERT ANG  
 TU2191  ___________________________________________________________________
 TU2191  EPOCH DATE  -        1993.62
 TU2191  LAPLACE CORR-         -17.52  (seconds)                    DEFLEC99
 TU2191  GEOID HEIGHT-          17.22  (meters)                     GEOID03
 TU2191
 TU2191  HORZ ORDER  -  THIRD
 TU2191
 TU2191.The horizontal coordinates were established by classical geodetic methods
 TU2191.and adjusted by the National Geodetic Survey in December 1998..
 TU2191.The horizontal coordinates are valid at the epoch date displayed above.
 TU2191.The epoch date for horizontal control is a decimal equivalence
 TU2191.of Year/Month/Day.
 TU2191
 TU2191.The orthometric height was determined by vertical angle observations.
 TU2191
 TU2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2191
 TU2191.The geoid height was determined by GEOID03.
 TU2191
 TU2191;                    North         East     Units Scale Factor Converg.
 TU2191;SPC HI 1     -   100,132.608   547,962.706   MT  0.99999509   +0 09 16.3
 TU2191;UTM  05      - 2,183,706.239   285,965.426   MT  1.00016626   -0 41 24.0
 TU2191
 TU2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2191!SPC HI 1     -   0.99999682  x   0.99999509  =   0.99999191
 TU2191!UTM  05      -   0.99999682  x   1.00016626  =   1.00016308
 TU2191
 TU2191:                Primary Azimuth Mark                     Grid Az
 TU2191:SPC HI 1     -  KUHIO BAY RANGE REAR LIGHT               230 16 21.3
 TU2191:UTM  05      -  KUHIO BAY RANGE REAR LIGHT               231 07 01.6
 TU2191
 TU2191|---------------------------------------------------------------------|
 TU2191| PID    Reference Object                     Distance      Geod. Az  |
 TU2191|                                                           dddmmss.s |
 TU2191| TU2253 KUHIO BAY RANGE REAR LIGHT          APPROX. 0.9 KM 2302537.6 |
 TU2191| TU2198 HILO HARBOR COMMISSIONERS TANK      APPROX. 1.6 KM 2332006.2 |
 TU2191| TU2254 KUHIO BAY RANGE FRONT LIGHT         APPROX. 1.3 KM 2444058.1 |
 TU2191| TU2207 HILO RADIO STATION KIMO TOWER       APPROX. 2.6 KM 2510944.2 |
 TU2191| TU2208 MOKUOLA 2 1951                      APPROX. 2.8 KM 2541342.2 |
 TU2191| TU2276 HILO RADIO STATION KHBC MAST        APPROX.10.0 KM 2550626.0 |
 TU2191|---------------------------------------------------------------------|
 TU2191
 TU2191                          SUPERSEDED SURVEY CONTROL
 TU2191
 TU2191  NAD 83(1986)-  19 44 14.44858(N)    155 02 32.71042(W) AD(       ) 3
 TU2191  OLD HI      -  19 44 25.39800(N)    155 02 42.67600(W) AD(       ) 3
 TU2191
 TU2191.Superseded values are not recommended for survey control.
 TU2191.NGS no longer adjusts projects to the OLD HI datum.
 TU2191.See file dsdata.txt to determine how the superseded data were derived.
 TU2191
 TU2191_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8596583706(NAD 83)
 TU2191
 TU2191  HISTORY     - Date     Condition        Report By
 TU2191  HISTORY     - 1951     MONUMENTED       CGS
 TU2191  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU2191  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2191
 TU2191                          STATION DESCRIPTION
 TU2191
 TU2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2191'STATION WAS RECOVERED IN GOOD CONDITION.
 TU2191'
 TU2191'A DISCREPANCY WAS NOTED IN THE NAME OF THE STATION.  THE PUBLISHED
 TU2191'NAME IS KEOKEA 2 1951, THE MARKINGS ON THE STATION READ KEOKEO 2
 TU2191'AUG. 1924.  ALL DIRECTIONS AND DISTANCES OBSERVED TO THE STATION
 TU2191'INDICATED THE PUBLISHED POSITION TO BE CORRECT.
 TU2191'
 TU2191'THE STATION CAN BE REACHED FROM THE POST OFFICE IN HILO BY
 TU2191'PROCEEDING NORTHEASTERLY ON WAILUKU ST. FOR 0.15 MILES, BEAR RIGHT
 TU2191'ONTO KAMEHAMEHA AVE. FOR 1.75 MILES, BEAR LEFT ONTO KALANIANIOLE
 TU2191'ST. FOR 1.6 MILES, TURN LEFT ONTO ANDREWS AVE. FOR 80 YARDS, TURN
 TU2191'RIGHT ONTO APAPANE RD. FOR 40 YARDS, THEN TURN LEFT ONTO LIHIKAI
 TU2191'ST. FOR 0.1 MILES, TURN RIGHT INTO A CLEARING CONTAINING OLD
 TU2191'BUILDING FOUNDATIONS.  WALK WESTERLY ALONG BEACH FOR 100 YARDS.
 TU2191'
 TU2191'STATION IS A ROCK WITH A TRIANGLE INSCRIBED.  PLUMBED OVER THE
 TU2191'STATION IS A 6 FT. RED AND WHITE METAL CROSSBANNER BUILT ON A 5
 TU2191'FT. BY 5 FT. CONCRETE PLATFORM 3.5 FT. IN HEIGHT.  NO REFERENCE
 TU2191'MARKS WERE FOUND.
 TU2191'
 TU2191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2191'3.0 MILES WEST OF HILO.
 TU2191
 TU2191                          STATION RECOVERY (1978)
 TU2191
 TU2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2191'THE STATION WAS RECOVERED AS DESCRIBED IN 1976 EXCEPT IN THE TO
 TU2191'REACH DESCRIPTION, TURN LEFT ON KEOKEA LOOP ROAD INSTEAD OF
 TU2191'ANDREWS AVENUE.
 TU2191'
 TU2191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2191'3 MILES WEST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2869 ***********************************************************************
 TU2869  DESIGNATION -  KEOKEA KULA SANITORIUM LT ROD
 TU2869  PID         -  TU2869
 TU2869  STATE/COUNTY-  HI/MAUI
 TU2869  USGS QUAD   -  MAKENA (1995)
 TU2869
 TU2869                         *CURRENT SURVEY CONTROL
 TU2869  ___________________________________________________________________
 TU2869* NAD 83(1993)-  20 42 04.86999(N)    156 21 26.31928(W)     ADJUSTED  
 TU2869* LOCAL TIDAL -                                                        
 TU2869  ___________________________________________________________________
 TU2869  EPOCH DATE  -        1993.62
 TU2869  LAPLACE CORR-           7.88  (seconds)                    DEFLEC99
 TU2869  GEOID HEIGHT-          17.33  (meters)                     GEOID03
 TU2869
 TU2869  HORZ ORDER  -  THIRD
 TU2869
 TU2869.The horizontal coordinates were established by classical geodetic methods
 TU2869.and adjusted by the National Geodetic Survey in December 1998..
 TU2869.The horizontal coordinates are valid at the epoch date displayed above.
 TU2869.The epoch date for horizontal control is a decimal equivalence
 TU2869.of Year/Month/Day.
 TU2869
 TU2869
 TU2869.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2869
 TU2869.The geoid height was determined by GEOID03.
 TU2869
 TU2869;                    North         East     Units Scale Factor Converg.
 TU2869;SPC HI 2     -    40,773.129   532,226.429   MT  0.99997950   +0 06 33.7
 TU2869;UTM  04      - 2,291,341.278   775,267.857   MT  1.00053654   +0 56 05.2
 TU2869
 TU2869                          SUPERSEDED SURVEY CONTROL
 TU2869
 TU2869  NAD 83(1986)-  20 42 04.83974(N)    156 21 26.31523(W) AD(       ) 4
 TU2869  OLD HI      -  20 42 16.33500(N)    156 21 36.44800(W) AD(       ) 3
 TU2869
 TU2869.Superseded values are not recommended for survey control.
 TU2869.NGS no longer adjusts projects to the OLD HI datum.
 TU2869.See file dsdata.txt to determine how the superseded data were derived.
 TU2869
 TU2869_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7526891341(NAD 83)
 TU2869
 TU2869  HISTORY     - Date     Condition        Report By
 TU2869  HISTORY     - 1950     MONUMENTED       CGS
 TU2869  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2869
 TU2869                          STATION DESCRIPTION
 TU2869
 TU2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2869'THE STATION IS THE TOP OF THE LIGHTNING ROD ON THE SUMMIT OF
 TU2869'THE ROOF OF THE KULA SANATORIUM IN THE VILLAGE OF KEOKEA.
 TU2869'
 TU2869'THE ROD PROJECTS FROM THE ROOF OF A CUPOLA AND IS 76 FEET ABOVE
 TU2869'THE GROUND.
 TU2869
 TU2869                          STATION RECOVERY (1968)
 TU2869
 TU2869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2869'RECOVERED AS DESCRIBED IN 1950, IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3370 ***********************************************************************
 TU3370  DESIGNATION -  KEOLEWA 1925
 TU3370  PID         -  TU3370
 TU3370  STATE/COUNTY-  HI/MAUI
 TU3370  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3370
 TU3370                         *CURRENT SURVEY CONTROL
 TU3370  ___________________________________________________________________
 TU3370* NAD 83(1993)-  21 10 28.82725(N)    156 58 39.73896(W)     ADJUSTED  
 TU3370* LOCAL TIDAL -       643.     (meters)    2110.     (feet)  SCALED    
 TU3370  ___________________________________________________________________
 TU3370  EPOCH DATE  -        1993.62
 TU3370  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 TU3370  GEOID HEIGHT-          15.26  (meters)                     GEOID03
 TU3370
 TU3370  HORZ ORDER  -  THIRD
 TU3370
 TU3370.The horizontal coordinates were established by classical geodetic methods
 TU3370.and adjusted by the National Geodetic Survey in December 1998..
 TU3370.The horizontal coordinates are valid at the epoch date displayed above.
 TU3370.The epoch date for horizontal control is a decimal equivalence
 TU3370.of Year/Month/Day.
 TU3370
 TU3370.The orthometric height was scaled from a topographic map.
 TU3370
 TU3370.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3370
 TU3370.The geoid height was determined by GEOID03.
 TU3370
 TU3370;                    North         East     Units Scale Factor Converg.
 TU3370;SPC HI 2     -    93,176.664   467,699.924   MT  0.99997955   -0 06 44.5
 TU3370;UTM  04      - 2,342,818.325   709,961.635   MT  1.00014480   +0 43 50.7
 TU3370
 TU3370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3370!SPC HI 2     -   0.99989655  x   0.99997955  =   0.99987610
 TU3370!UTM  04      -   0.99989655  x   1.00014480  =   1.00004133
 TU3370
 TU3370:                Primary Azimuth Mark                     Grid Az
 TU3370:SPC HI 2     -  KAULAHUKI 1890                           135 31 12.7
 TU3370:UTM  04      -  KAULAHUKI 1890                           134 40 37.5
 TU3370
 TU3370|---------------------------------------------------------------------|
 TU3370| PID    Reference Object                     Distance      Geod. Az  |
 TU3370|                                                           dddmmss.s |
 TU3370| TU3358 KAULAHUKI 1890                      APPROX. 7.4 KM 1352428.2 |
 TU3370|---------------------------------------------------------------------|
 TU3370
 TU3370                          SUPERSEDED SURVEY CONTROL
 TU3370
 TU3370  NAD 83(1986)-  21 10 28.78485(N)    156 58 39.68841(W) AD(       ) 3
 TU3370  OLD HI      -  21 10 40.25800(N)    156 58 49.73300(W) AD(       ) 3
 TU3370
 TU3370.Superseded values are not recommended for survey control.
 TU3370.NGS no longer adjusts projects to the OLD HI datum.
 TU3370.See file dsdata.txt to determine how the superseded data were derived.
 TU3370
 TU3370_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0996242818(NAD 83)
 TU3370
 TU3370  HISTORY     - Date     Condition        Report By
 TU3370  HISTORY     - 1925     MONUMENTED       CGS
 TU3370  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3370
 TU3370                          STATION DESCRIPTION
 TU3370
 TU3370'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3370'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3370'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS
 TU3370'REFERENCED BY 3 CROSSES ON STONES, BUT DID NOT DESCRIBE HOW THE
 TU3370'STATION WAS MARKED.  A SEARCH IN THE VICINITY WAS MADE BUT NO
 TU3370'STONES OR MARK COULD BE RECOVERED.  THIS AREA HAS BEEN DEVELOPED
 TU3370'FOR PASTURE LAND AND THE STATION IS BELIEVED TO BE LOST.
 TU3370'
 TU3370'A NEW STATION, KEOLEWA 2, WAS ESTABLISHED IN THE APPROXIMATE
 TU3370'LOCATION.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1759 ***********************************************************************
 TU1759  DESIGNATION -  KEOPAWEO
 TU1759  PID         -  TU1759
 TU1759  STATE/COUNTY-  HI/KAUAI
 TU1759  USGS QUAD   -  LIHUE (1996)
 TU1759
 TU1759                         *CURRENT SURVEY CONTROL
 TU1759  ___________________________________________________________________
 TU1759* NAD 83(1993)-  21 56 27.54639(N)    159 21 44.95641(W)     ADJUSTED  
 TU1759* LOCAL TIDAL -       356.0    (meters)    1168.     (feet)  VERT ANG  
 TU1759  ___________________________________________________________________
 TU1759  EPOCH DATE  -        1993.62
 TU1759  LAPLACE CORR-         -11.17  (seconds)                    DEFLEC99
 TU1759  GEOID HEIGHT-          15.13  (meters)                     GEOID03
 TU1759
 TU1759  HORZ ORDER  -  SECOND
 TU1759
 TU1759.The horizontal coordinates were established by classical geodetic methods
 TU1759.and adjusted by the National Geodetic Survey in December 1998..
 TU1759.The horizontal coordinates are valid at the epoch date displayed above.
 TU1759.The epoch date for horizontal control is a decimal equivalence
 TU1759.of Year/Month/Day.
 TU1759
 TU1759.The orthometric height was determined by vertical angle observations.
 TU1759
 TU1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1759
 TU1759.The geoid height was determined by GEOID03.
 TU1759
 TU1759;                    North         East     Units Scale Factor Converg.
 TU1759;SPC HI 4     -    11,926.397   514,205.531   MT  0.99999249   +0 03 05.0
 TU1759;UTM  04      - 2,426,339.104   462,568.051   MT  0.99961731   -0 08 07.6
 TU1759
 TU1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1759!SPC HI 4     -   0.99994167  x   0.99999249  =   0.99993416
 TU1759!UTM  04      -   0.99994167  x   0.99961731  =   0.99955901
 TU1759
 TU1759:                Primary Azimuth Mark                     Grid Az
 TU1759:SPC HI 4     -  AIRPORT BEACON LIHUE AIRPORT             023 46 06.9
 TU1759:UTM  04      -  AIRPORT BEACON LIHUE AIRPORT             023 57 19.5
 TU1759
 TU1759|---------------------------------------------------------------------|
 TU1759| PID    Reference Object                     Distance      Geod. Az  |
 TU1759|                                                           dddmmss.s |
 TU1759| TU1751 AIRPORT BEACON LIHUE AIRPORT        APPROX. 5.0 KM 0234911.9 |
 TU1759| TU1763 NAWILIWILI HARBOR LIGHTHOUSE        APPROX. 3.2 KM 0603850.2 |
 TU1759| TU1762 NININI POINT LIGHT RESET            APPROX. 3.2 KM 0604416.9 |
 TU1759| CJ8714 KEOPAWEO RM 2                        12.881 METERS 26054     |
 TU1759| TU1777 KILOHANA RESET=1134                 APPROX. 9.3 KM 3093539.4 |
 TU1759| CJ8713 KEOPAWEO RM 1                         5.062 METERS 35121     |
 TU1759|---------------------------------------------------------------------|
 TU1759
 TU1759                          SUPERSEDED SURVEY CONTROL
 TU1759
 TU1759  NAD 83(1986)-  21 56 27.52984(N)    159 21 45.00692(W) AD(       ) 2
 TU1759  OLD HI      -  21 56 38.83700(N)    159 21 55.06000(W) AD(       ) 2
 TU1759
 TU1759.Superseded values are not recommended for survey control.
 TU1759.NGS no longer adjusts projects to the OLD HI datum.
 TU1759.See file dsdata.txt to determine how the superseded data were derived.
 TU1759
 TU1759_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6256826339(NAD 83)
 TU1759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1759_SETTING: 66 = SET IN ROCK OUTCROP
 TU1759
 TU1759  HISTORY     - Date     Condition        Report By
 TU1759  HISTORY     - 1927     MONUMENTED       CGS
 TU1759  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1759  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1759  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1759  HISTORY     - 1983     GOOD             USPSQD
 TU1759
 TU1759                          STATION DESCRIPTION
 TU1759
 TU1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1759'NEAR EASTERN COAST OF KAUAI ISLAND, ON HILL OF SAME NAME, ABOUT
 TU1759'2-1/2 MILES SOUTH OF LIHUE, AND 1/2 MILE DIRECTLY SOUTH OF
 TU1759'POINT WHERE HULEIA RIVER ENTERS NAWILIWILI BAY.  A GOOD TRAIL
 TU1759'LEADS FROM THE MOUTH OF THE RIVER UP TO THE SADDLE OF THE
 TU1759'RIDGE BETWEEN KALANIPUU HILL (AT EASTERN END OF RIDGE) AND
 TU1759'KEOPAWEO.  TURN WEST (TO RIGHT) HERE AND PROCEED UP TO STATION
 TU1759'ALONG BACKBONE OF RIDGE.  STATION IS ON FIRST PROMINENT
 TU1759'SUMMIT REACHED ALONG THIS RIDGE.  IT SHOWS UP FROM NAWILIWILI
 TU1759'HARBOR AS A DISTINCT CONICAL PEAK ON SUMMIT OF RIDGE.  FIRST
 TU1759'DETERMINED BY PARTY OF C.L. GARNER (1927) FOR HYDROGRAPHIC
 TU1759'PURPOSES AND MARKED WITH AHU (CAIRN) OF ROCKS.
 TU1759'REDETERMINED IN 1927 BY L. G. SIMMONS IN TRIANGULATION BETWEEN
 TU1759'OAHU AND KAUAI AND MARKED ACCORDING TO NOTE 2, A STANDARD
 TU1759'DISK STATION MARK IN OUTCROPPING BEDROCK.  TWO STANDARD
 TU1759'REFERENCE DISKS, NOTE 12A, WERE SET AS FOLLOWS--NO. 1 IN
 TU1759'BEDROCK ON SIDE OF HILL ALMOST DIRECTLY TOWARD STATION
 TU1759'AAHOAKA, AND 4.95 METERS (16.2 FEET) FROM STATION.
 TU1759'NO. 2 ON NORTH EDGE OF RIDGE WEST OF STATION, AND DISTANT
 TU1759'THEREFROM 12.72 METERS (41.7 FEET).
 TU1759
 TU1759                          STATION RECOVERY (1958)
 TU1759
 TU1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1759'ALTHOUGH THE STATION WAS NOT VISITED A SIGNAL WAS OBSERVED
 TU1759'STANDING ON TOP OF THE PEAK.  THE COUNTY ENGINEERS SAID THEY
 TU1759'HAD RECENTLY VISITED THE STATION AND THAT THE MARK WAS STILL
 TU1759'THERE.
 TU1759
 TU1759                          STATION RECOVERY (1962)
 TU1759
 TU1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1759'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 TU1759'FOUND TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 TU1759'
 TU1759'THE STATION IS NEAR THE EASTERN COAST OF KAUAI ISLAND, ON A
 TU1759'HILL OF THE SAME NAME, 2-1/2 MILES SOUTH OF LIHUE AND 1/2 MILE
 TU1759'DIRECTLY SOUTH OF THE POINT WHERE THE HULEIA RIVER ENTERS
 TU1759'NAWILIWILI BAY.
 TU1759'
 TU1759'TO REACH THE STATION FROM THE NAWILIWILI BAY COAST GUARD
 TU1759'STATION GO SOUTHWESTERLY AROUND THE BAY TO A POINT WHERE THE
 TU1759'HULEIA RIVER ENTERS THE BAY AND THE END OF TRUCK TRAVEL.  A
 TU1759'BOAT IS NEEDED TO CROSS THE RIVER.  CROSS THE RIVER AND LAND
 TU1759'ON THE SOUTH BANK JUST EAST OF A WIRE AND BOARD FENCE THAT GOES
 TU1759'SOUTH UP HILL.  FROM HERE PACK ALONG THE EAST SIDE OF THE
 TU1759'FENCE FOR 50 YARDS TO A TRAIL.  TURN EASTERLY ON THE TRAIL AND
 TU1759'FOLLOW IT TO A POWERLINE GOING UP HILL TO A RED CLEARANCE
 TU1759'LIGHT.  THERE IS A FORK IN THE TRAIL, TAKE THE ONE SOUTHERLY
 TU1759'UP HILL JUST WEST OF THE POWERLINE TO A SADDLE OF THE RIDGE
 TU1759'BETWEEN KALANIPUU HILL (WITH LIGHT) AND KEOPAWEO STATION.
 TU1759'HERE TURN RIGHT, WEST, AND PROCEED UP TO THE STATION ALONG THE
 TU1759'BACKBONE OF THE RIDGE.  THE STATION IS ON THE FIRST
 TU1759'PROMINENT SUMMIT ALONG THIS RIDGE.  IT SHOWS UP FROM
 TU1759'NAWILIWILI HARBOR AS A DISTINCT CONICAL PEAK ON THE SUMMIT
 TU1759'OF THE RIDGE.  IT IS A 2 HOUR PACK.  ARRANGEMENTS WERE MADE TO
 TU1759'USE THE COAST GUARD BOAT.
 TU1759'
 TU1759'THE STATION MARK IS A STANDARD DISK, STAMPING UNKNOWN,
 TU1759'CEMENTED IN A DRILL HOLE IN OUTCROPPING OF BEDROCK.  A TYPE B
 TU1759'MONUMENT IS OVER THE STATION MARK.
 TU1759'
 TU1759'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KEOPAWEO NO 1,
 TU1759'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 8 FEET
 TU1759'LOWER THAN THE STATION MARK AND CAN NOT BE SEEN FROM THE
 TU1759'STATION AT THE HEIGHT OF THE INSTRUMENT.
 TU1759'
 TU1759'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KEOPAWEO NO 2,
 TU1759'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 6 FEET
 TU1759'LOWER THAN THE STATION MARK.
 TU1759
 TU1759                          STATION RECOVERY (1965)
 TU1759
 TU1759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1759'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1759'COMPLETE DESCRIPTION FOLLOWS--
 TU1759'
 TU1759'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF
 TU1759'NAWILIWILI AND 1 MILE SOUTHWEST OF THE INSHORE END OF THE
 TU1759'NAWILIWILI BAY BREAKWATER, ON A HILL OF ABOUT 1167 FEET
 TU1759'ELEVATION, KNOWN AS KEOPAWEO, ON THE RIDGE THAT LIES ALONG
 TU1759'THE SOUTH SIDE OF HULEIA STREAM.  THE HILL IS CONICAL IN
 TU1759'APPEARANCE AND QUITE PROMINENT.
 TU1759'
 TU1759'TO REACH STATION, CROSS MOUTH OF HULEIA STREAM BY BOAT, TO
 TU1759'POINT OF BRUSHY RIDGE WHERE POWER LINE MAY BE SEEN RUNNING
 TU1759'UPHILL.  PACK UPHILL THROUGH BRUSH TO FIRST POWER POLE THEN
 TU1759'FOLLOW GOOD TRAIL UP ALONG POWER LINE TO SADDLE, THEN GO RIGHT
 TU1759'ALONG RIDGE LINE TO FIRST SHARP PEAK AND STATION.  ABOUT A
 TU1759'2-HOUR PACK.
 TU1759'
 TU1759'STATION MARK IS A STANDARD DISK STAMPED KEOPAWEO 1927,
 TU1759'CEMENTED IN A DRILL HOLE IN BEDROCK, 6 INCHES BENEATH THE
 TU1759'6 X 6-FOOT CONCRETE PLATFORM, WHICH IS FLUSH WITH GROUND, OF
 TU1759'THE TYPE B-1 SIGNAL BUILT BY THE HAWAII TERRITORIAL SURVEY.
 TU1759'
 TU1759'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEOPAWEO
 TU1759'NO 1, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK OUTCROP ON
 TU1759'STEEP SIDEHILL UNDER EDGE OF SMALL, PALE-GREEN TREE AND 5 FEET
 TU1759'LOWER THAN STATION MARK.
 TU1759'
 TU1759'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU1759'KEOPAWEO NO 2, CEMENTED IN A DRILL HOLE IN A LARGE, ROUNDED,
 TU1759'ROCK OUTCROP ON WEST END OF HILLTOP, WHERE THERE ARE SEVERAL
 TU1759'SIMILAR OUTCROPS.  THE MARK IS ABOUT 4 FEET LOWER THAN STATION
 TU1759'MARK.
 TU1759
 TU1759                          STATION RECOVERY (1983)
 TU1759
 TU1759'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1759'KEOPAWEO 1927 RECOVERED GOOD - STATION USED BY COUNTY ENGR. IN 1983.
 TU1759'NOT VISITED TYPE B-1 SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2541 ***********************************************************************
 TU2541  DESIGNATION -  KEOPUKA
 TU2541  PID         -  TU2541
 TU2541  STATE/COUNTY-  HI/HAWAII
 TU2541  USGS QUAD   -  HONAUNAU (1996)
 TU2541
 TU2541                         *CURRENT SURVEY CONTROL
 TU2541  ___________________________________________________________________
 TU2541* NAD 83(1993)-  19 29 14.87320(N)    155 56 59.09004(W)     ADJUSTED  
 TU2541* LOCAL TIDAL -        12.8    (meters)      42.     (feet)  VERT ANG  
 TU2541  ___________________________________________________________________
 TU2541  EPOCH DATE  -        1993.62
 TU2541  LAPLACE CORR-          25.19  (seconds)                    DEFLEC99
 TU2541  GEOID HEIGHT-          19.30  (meters)                     GEOID03
 TU2541
 TU2541  HORZ ORDER  -  SECOND
 TU2541
 TU2541.The horizontal coordinates were established by classical geodetic methods
 TU2541.and adjusted by the National Geodetic Survey in December 1998..
 TU2541.The horizontal coordinates are valid at the epoch date displayed above.
 TU2541.The epoch date for horizontal control is a decimal equivalence
 TU2541.of Year/Month/Day.
 TU2541
 TU2541.The orthometric height was determined by vertical angle observations.
 TU2541
 TU2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2541
 TU2541.The geoid height was determined by GEOID03.
 TU2541
 TU2541;                    North         East     Units Scale Factor Converg.
 TU2541;SPC HI 1     -    72,467.834   452,786.005   MT  0.99999421   -0 09 00.1
 TU2541;UTM  05      - 2,157,426.531   190,347.576   MT  1.00078539   -0 59 05.4
 TU2541;UTM  04      - 2,157,611.128   820,210.761   MT  1.00086762   +1 01 06.4
 TU2541
 TU2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2541!SPC HI 1     -   0.99999495  x   0.99999421  =   0.99998916
 TU2541!UTM  05      -   0.99999495  x   1.00078539  =   1.00078034
 TU2541!UTM  04      -   0.99999495  x   1.00086762  =   1.00086257
 TU2541
 TU2541|---------------------------------------------------------------------|
 TU2541| PID    Reference Object                     Distance      Geod. Az  |
 TU2541|                                                           dddmmss.s |
 TU2541| CN5446 KEOPUKA RM 1                          4.825 METERS 01610     |
 TU2541| TU2569 KAINALIU LANAKILA CHURCH SPIRE      APPROX. 5.7 KM 0225859.4 |
 TU2541| TU2564 KEALAKEKUA RADIO KONA MAST          APPROX. 4.9 KM 0475237.2 |
 TU2541| TU2540 KEAWEKAHEKA RESET                   376.978 METERS 15522     |
 TU2541| CN5447 KEOPUKA RM 2                         12.865 METERS 16151     |
 TU2541|---------------------------------------------------------------------|
 TU2541
 TU2541                          SUPERSEDED SURVEY CONTROL
 TU2541
 TU2541  NAD 83(1986)-  19 29 14.87133(N)    155 56 59.12406(W) AD(       ) 2
 TU2541  OLD HI      -  19 29 25.74600(N)    155 57 09.16200(W) AD(       ) 2
 TU2541
 TU2541.Superseded values are not recommended for survey control.
 TU2541.NGS no longer adjusts projects to the OLD HI datum.
 TU2541.See file dsdata.txt to determine how the superseded data were derived.
 TU2541
 TU2541_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9034857427(NAD 83)
 TU2541_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2541_SETTING: 66 = SET IN ROCK OUTCROP
 TU2541
 TU2541  HISTORY     - Date     Condition        Report By
 TU2541  HISTORY     - 1948     MONUMENTED       CGS
 TU2541  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2541  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2541  HISTORY     - 1979     GOOD             NOS
 TU2541
 TU2541                          STATION DESCRIPTION
 TU2541
 TU2541'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2541'THE STATION IS LOCATED ON THE SUMMIT OF A LOW LAVA MOUND ABOUT
 TU2541'2.5 MILES SOUTH OF KEIKIWAHA POINT, ABOUT 2.5 MILES WEST NORTHWEST
 TU2541'OF NAPOOPOO, ABOUT 2 MILES SOUTH OF THE NORTH AND SOUTH KONA
 TU2541'BOUNDARY LINE AND ABOUT 300 FEET EAST OF THE WESTERNMOST EDGE OF
 TU2541'KEAWEKAHEKA POINT.
 TU2541'
 TU2541'THE STATION IS BEST REACHED, BY BOAT, FROM NAPOOPOO.  A CALM
 TU2541'LANDING CAN BE MADE AT THE CAPTAIN COOK MONUMENT.  FROM THE MONUMENT
 TU2541'PACK WESTERLY ALONG THE BEACH FOR ABOUT 1.5 MILES, THEN NORTHERLY
 TU2541'FOR ABOUT 0.2 MILE TO THE STATION.  FOUR TREES ARE IN A SMALL
 TU2541'DEPRESSION ABOUT 0.1 MILE NORTH OF THE STATION.  THE LAST WATER
 TU2541'IS AT A HOUSE NEAR THE CAPTAIN COOK LANDING.
 TU2541'
 TU2541'THE STATION IS A STANDARD DISK, STAMPED KEOPUKA 1948, SET INTO
 TU2541'A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 7 FEET.
 TU2541'
 TU2541'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KEOPUKA 1 1948,
 TU2541'SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 6 FEET.  IT IS
 TU2541'LOCATED ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2541'
 TU2541'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KEOPUKA 2
 TU2541'1948, SET INTO A DRILL HOLE IN FLAT BEDROCK.  IT IS LOCATED 7.46
 TU2541'FEET LOWER THAN THE STATION.
 TU2541
 TU2541                          STATION RECOVERY (1968)
 TU2541
 TU2541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2541'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2541'COMPLETE DESCRIPTION FOLLOWS--
 TU2541'
 TU2541'STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF KEALAKEKUA AND
 TU2541'6000 FEET WEST-NORTHWEST OF THE CAPTAIN COOK MONUMENT.  ON
 TU2541'KEAWEKAHEKA POINT, ON A PROMINENT LAVA KNOLL ABOUT 42 FEET ABOVE
 TU2541'SEA LEVEL.  IT IS 50 FEET EAST OF OLD HEEIAU, ABOUT 250 FEET SOUTH
 TU2541'OF A SAND AREA WITH A CLUMP OF KIAWES ON IT, AND ABOUT 350 FEET
 TU2541'EAST OF SEA BLUFF.
 TU2541'
 TU2541'TO REACH STATION FROM THE POST OFFICE IN KEALAKEKUA, GO SOUTH ON
 TU2541'STATE HIGHWAY 11 FOR 0.75 MILE TO POWER POLE 135.  TURN SHARP RIGHT
 TU2541'AND GO DOWN GRADE ON MACADAM TRACK ROAD FOR 0.3 MILE TO BOARD GATE
 TU2541'ON LEFT.  PASS THROUGH GATE AND GO 0.15 MILE TO LOCKED GATE.  PASS
 TU2541'THROUGH GATE AND CONTINUE ON FIELD ROAD FOR 0.65 MILE TO GATE.
 TU2541'PASS THROUGH GATE, TAKE LEFT FORK, AND GO 0.25 MILE TO FORK.  TAKE
 TU2541'LEFT FORK, GO 30 YARDS TO GATE, PASS THROUGH GATE AND GO 0.55
 TU2541'MILE TO GATE.  PASS THROUGH GATE AND GO 0.3 MILE TO GATE IN
 TU2541'STONE WALL.  PASS THROUGH GATE AND CONTINUE AHEAD ON OLD
 TU2541'TRACK ROAD FOR 0.3 MILE TO T-JUNCTION.  GO LEFT ALONG COAST FOR
 TU2541'0.25 MILE TO BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.2
 TU2541'MILE TO SIDE ROAD RIGHT.  GO RIGHT, ALONG EDGE OF LAVA FLOW,
 TU2541'FOR 0.2 MILE TO END OF TRUCK TRAVEL AT TREES.  PACK SOUTHERLY
 TU2541'ABOUT 1/2-MILE TO STATION.
 TU2541'
 TU2541'STATION MARK IS A STANDARD DISK STAMPED KEOPUKA 1948, CEMENTED IN
 TU2541'A DRILL HOLE IN BEDROCK ON TOP OF MOUND, THE HIGHEST POINT IN
 TU2541'VICINITY.
 TU2541'
 TU2541'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEOPUKA 1
 TU2541'1948, CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 10 INCHES LOWER
 TU2541'THAN STATION MARK.
 TU2541'
 TU2541'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEOPUKA 2
 TU2541'1948, CEMENTED IN A DRILL HOLE IN A LARGE, FLAT, SMOOTH, LAVA AREA,
 TU2541'7.3 FEET LOWER THAN STATION MARK.
 TU2541
 TU2541                          STATION RECOVERY (1972)
 TU2541
 TU2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2541'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU2541'DESCRIBED BY R.C. MUNSON (1968) IN GOOD CONDITION.
 TU2541
 TU2541                          STATION RECOVERY (1979)
 TU2541
 TU2541'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2541'STATION WAS RECOVERED IN GOOD CONDITION.TO REACH STATION    N
 TU2541'BY BOAT FOLLOWS. LAND AT THE CAPTAIN COOK MONUMENT PIER IN
 TU2541'KEALAKEKUA BAY AND PROCEED ABOUT 1.5 MILES IN A WESTERLY
 TU2541'DIRECTION ALONG THE BEACH AND THEN NORTHWEST ABOUT 0.2 MILE
 TU2541'TO THE STATION. THE STATION IS AT THE TOP OF A MOUND OF LAVA
 TU2541'ABOUT 300 FEET EAST OF THE WESTERNMOST EDGE OF KEAWEKAHEKA
 TU2541'PT. AND ABOUT 0.1 MILE SOUTH OF 4 TREES IN A SMALL
 TU2541'DEPRESSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3362 ***********************************************************************
 TU3362  DESIGNATION -  KEPONO
 TU3362  PID         -  TU3362
 TU3362  STATE/COUNTY-  HI/KALAWAO
 TU3362  USGS QUAD   -  
 TU3362
 TU3362                         *CURRENT SURVEY CONTROL
 TU3362  ___________________________________________________________________
 TU3362* NAD 83(1993)-  21 10 37.65577(N)    156 56 48.26171(W)     ADJUSTED  
 TU3362* LOCAL TIDAL -        27.     (meters)      89.     (feet)  VERT ANG  
 TU3362  ___________________________________________________________________
 TU3362  EPOCH DATE  -        1993.62
 TU3362  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 TU3362  GEOID HEIGHT-          15.15  (meters)                     GEOID03
 TU3362
 TU3362  HORZ ORDER  -  SECOND
 TU3362
 TU3362.The horizontal coordinates were established by classical geodetic methods
 TU3362.and adjusted by the National Geodetic Survey in December 1998..
 TU3362.The horizontal coordinates are valid at the epoch date displayed above.
 TU3362.The epoch date for horizontal control is a decimal equivalence
 TU3362.of Year/Month/Day.
 TU3362
 TU3362.The orthometric height was determined by vertical angle observations.
 TU3362.No vertical observational check was made to the station.
 TU3362
 TU3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3362
 TU3362.The geoid height was determined by GEOID03.
 TU3362
 TU3362;                    North         East     Units Scale Factor Converg.
 TU3362;SPC HI 2     -    93,442.190   470,916.105   MT  0.99997712   -0 06 04.2
 TU3362;UTM  04      - 2,343,131.204   713,174.122   MT  1.00016160   +0 44 31.3
 TU3362
 TU3362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3362!SPC HI 2     -   0.99999338  x   0.99997712  =   0.99997050
 TU3362!UTM  04      -   0.99999338  x   1.00016160  =   1.00015497
 TU3362
 TU3362|---------------------------------------------------------------------|
 TU3362| PID    Reference Object                     Distance      Geod. Az  |
 TU3362|                                                           dddmmss.s |
 TU3362| CN5449 KEPONO RM 1                          17.025 METERS 13838     |
 TU3362| CN5450 KEPONO RM 2                          12.493 METERS 33414     |
 TU3362| CN5448 KEPONO AZ MK                                       3441346.9 |
 TU3362|---------------------------------------------------------------------|
 TU3362
 TU3362                          SUPERSEDED SURVEY CONTROL
 TU3362
 TU3362  NAD 83(1986)-  21 10 37.61911(N)    156 56 48.20839(W) AD(       ) 2
 TU3362  OLD HI      -  21 10 49.08200(N)    156 56 58.33200(W) AD(       ) 2
 TU3362
 TU3362.Superseded values are not recommended for survey control.
 TU3362.NGS no longer adjusts projects to the OLD HI datum.
 TU3362.See file dsdata.txt to determine how the superseded data were derived.
 TU3362
 TU3362_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1317443131(NAD 83)
 TU3362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3362_SETTING: 80 = SET IN A BOULDER
 TU3362_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3362
 TU3362  HISTORY     - Date     Condition        Report By
 TU3362  HISTORY     - 1962     MONUMENTED       CGS
 TU3362  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3362
 TU3362                          STATION DESCRIPTION
 TU3362
 TU3362'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3362'THE STATION IS LOCATED ABOUT 2.4 MILES EAST SOUTHEAST OF
 TU3362'KALAUPAPA, ABOUT 0.1 MILE NORTHEAST OF THE TWO CHURCHES AT
 TU3362'KALAWAO AND ABOUT 0.1 MILE NORTHWEST OF THE LIONS PARK AT
 TU3362'KALAWAO.
 TU3362'
 TU3362'TO REACH THE STATION FROM THE POST OFFICE IN KALAUPAPA, GO
 TU3362'EASTERLY FOR 0.25 MILE TO THE END OF THE PAVEMENT, CONTINUE ON
 TU3362'GRAVELED ROAD FOR 1.05 MILES TO HAUKAHO CRATER ROAD ON THE LEFT,
 TU3362'CONTINUE STRAIGHT AHEAD EAST AND SOUTHEAST FOR 1.6 MILES TO
 TU3362'WHERE ROAD MAKES A SHARP TURN TO THE SOUTHEAST, TURN LEFT AND
 TU3362'GO 0.1 MILE ON THE NORTHEAST SIDE OF THE FENCELINE TO THE
 TU3362'STATION.
 TU3362'
 TU3362'STATION IS A STANDARD DISK STAMPED, KEPONO 1962, CEMENTED IN A
 TU3362'DRILL HOLE IN A 18 X 30 INCH BOULDER THAT PROJECTS ABOUT 6 INCHES,
 TU3362'55 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A 4 FOOT STONE WALL,
 TU3362'13.5 FEET NORTHEAST OF THE FENCE LINE.
 TU3362'
 TU3362'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, KEPONO NO 1 1962,
 TU3362'CEMENTED IN A DRILL HOLE IN A 18 X 36 INCH BOULDER THAT PROJECTS
 TU3362'ABOUT 1 FOOT, 12.7 FEET NORTHEAST OF THE FENCE LINE AND ABOUT
 TU3362'LEVEL WITH THE STATION.
 TU3362'
 TU3362'REFERENNCE MARK NO. 2 IS A STANDARD DISK STAMPED, KEPONO NO 2
 TU3362'1962, CEMENTED IN A DRILL HOLE IN A 4 X 4 FOOT BOULDER THAT
 TU3362'PROJECTS ABOUT 8 INCHES, 16.8 FEET SOUTHEAST OF THE SOUTHEAST
 TU3362'EDGE OF A 4 FOOT STONE WALL 25 FEET NORTHEAST OF THE FENCE LINE
 TU3362'AND ABOUT LEVEL WITH THE STATION.
 TU3362'
 TU3362'TO REACH THE AZIMUTH MARK FROM THE HAUKAHO CRATER ROAD, CONTINUE
 TU3362'STRAIGHT AHEAD EAST AND SOUTHEAST FOR 0.9 MILE TO SIDE ROAD ON
 TU3362'LEFT, TAKE SIDE ROAD THAT LEADS TO THE LEFT FOR ABOUT 0.35 MILE
 TU3362'TO A LARGE CONCRETE FOUNDATION, THE AZIMUTH MARK IS A STANDARD
 TU3362'DISK STAMPED, KEPONO 1960, CEMENTED IN A DRILL HOLE IN A BOULDER
 TU3362'THAT PROJECTS 14 INCHES AND NEAR THE SOUTHWEST CORNER OF THE
 TU3362'CONCRETE FOUNDATION.
 TU3362
 TU3362                          STATION RECOVERY (1967)
 TU3362
 TU3362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3362'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TU3362'DESCRIBED.
 TU3362'
 TU3362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3362'2.4 MILES EAST-SOUTHEAST OF KALAUPAPA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3297 ***********************************************************************
 TU3297  DESIGNATION -  KEPOOKOHOLUA
 TU3297  PID         -  TU3297
 TU3297  STATE/COUNTY-  HI/MAUI
 TU3297  USGS QUAD   -  
 TU3297
 TU3297                         *CURRENT SURVEY CONTROL
 TU3297  ___________________________________________________________________
 TU3297* NAD 83(1993)-  21 09 44.83967(N)    156 45 29.63101(W)     ADJUSTED  
 TU3297* LOCAL TIDAL -       473.     (meters)    1552.     (feet)  SCALED    
 TU3297  ___________________________________________________________________
 TU3297  EPOCH DATE  -        1993.62
 TU3297  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 TU3297  GEOID HEIGHT-          14.57  (meters)                     GEOID03
 TU3297
 TU3297  HORZ ORDER  -  THIRD
 TU3297
 TU3297.The horizontal coordinates were established by classical geodetic methods
 TU3297.and adjusted by the National Geodetic Survey in December 1998..
 TU3297.The horizontal coordinates are valid at the epoch date displayed above.
 TU3297.The epoch date for horizontal control is a decimal equivalence
 TU3297.of Year/Month/Day.
 TU3297
 TU3297.The orthometric height was scaled from a topographic map.
 TU3297
 TU3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3297
 TU3297.The geoid height was determined by GEOID03.
 TU3297
 TU3297;                    North         East     Units Scale Factor Converg.
 TU3297;SPC HI 2     -    91,794.930   490,490.690   MT  0.99996778   -0 01 59.0
 TU3297;UTM  04      - 2,341,771.774   732,775.588   MT  1.00026964   +0 48 34.8
 TU3297
 TU3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3297!SPC HI 2     -   0.99992337  x   0.99996778  =   0.99989115
 TU3297!UTM  04      -   0.99992337  x   1.00026964  =   1.00019299
 TU3297
 TU3297                          SUPERSEDED SURVEY CONTROL
 TU3297
 TU3297  NAD 83(1986)-  21 09 44.79532(N)    156 45 29.57620(W) AD(       ) 3
 TU3297  OLD HI      -  21 09 56.22800(N)    156 45 39.73000(W) AD(       ) 3
 TU3297
 TU3297.Superseded values are not recommended for survey control.
 TU3297.NGS no longer adjusts projects to the OLD HI datum.
 TU3297.See file dsdata.txt to determine how the superseded data were derived.
 TU3297
 TU3297_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3277641772(NAD 83)
 TU3297
 TU3297  HISTORY     - Date     Condition        Report By
 TU3297  HISTORY     - UNK      MONUMENTED
 TU3297  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3297
 TU3297                          STATION DESCRIPTION
 TU3297
 TU3297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3297'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE
 TU3297'OF HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS
 TU3297'MARKED BY A 4 X 6 REDWOOD POST.
 TU3297'
 TU3297'STATION WAS SEARCHED FOR BUT NO MARK OF ANY KIND COULD BE
 TU3297'FOUND.  THIS HILL IS ON PROPERTY OF THE PUU O HOKU RANCH AND
 TU3297'HAS BEEN BULLDOZED OFF AND DEVELOPED FOR PASTURE LAND.  THE
 TU3297'STATION IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1703 ***********************************************************************
 TU1703  DESIGNATION -  KEPU USE
 TU1703  PID         -  TU1703
 TU1703  STATE/COUNTY-  HI/HONOLULU
 TU1703  USGS QUAD   -  WAIANAE (1983)
 TU1703
 TU1703                         *CURRENT SURVEY CONTROL
 TU1703  ___________________________________________________________________
 TU1703* NAD 83(1993)-  21 28 40.77247(N)    158 13 33.18661(W)     ADJUSTED  
 TU1703* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU1703  ___________________________________________________________________
 TU1703  EPOCH DATE  -        1993.62
 TU1703  LAPLACE CORR-          10.24  (seconds)                    DEFLEC99
 TU1703  GEOID HEIGHT-          15.07  (meters)                     GEOID03
 TU1703
 TU1703  HORZ ORDER  -  THIRD
 TU1703
 TU1703.The horizontal coordinates were established by classical geodetic methods
 TU1703.and adjusted by the National Geodetic Survey in December 1998..
 TU1703.The horizontal coordinates are valid at the epoch date displayed above.
 TU1703.The epoch date for horizontal control is a decimal equivalence
 TU1703.of Year/Month/Day.
 TU1703
 TU1703.The orthometric height was scaled from a topographic map.
 TU1703
 TU1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1703
 TU1703.The geoid height was determined by GEOID03.
 TU1703
 TU1703;                    North         East     Units Scale Factor Converg.
 TU1703;SPC HI 3     -    34,486.919   476,590.402   MT  0.99999677   -0 04 57.7
 TU1703;UTM  04      - 2,375,248.224   580,195.708   MT  0.99967947   +0 17 00.4
 TU1703
 TU1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1703!SPC HI 3     -   0.99999763  x   0.99999677  =   0.99999440
 TU1703!UTM  04      -   0.99999763  x   0.99967947  =   0.99967710
 TU1703
 TU1703:                Primary Azimuth Mark                     Grid Az
 TU1703:SPC HI 3     -  BURNS USE                                119 15 45.4
 TU1703:UTM  04      -  BURNS USE                                118 53 47.3
 TU1703
 TU1703|---------------------------------------------------------------------|
 TU1703| PID    Reference Object                     Distance      Geod. Az  |
 TU1703|                                                           dddmmss.s |
 TU1703| TU1699 BURNS USE                           APPROX. 3.5 KM 1191047.7 |
 TU1703|---------------------------------------------------------------------|
 TU1703
 TU1703                          SUPERSEDED SURVEY CONTROL
 TU1703
 TU1703  NAD 83(1986)-  21 28 40.72091(N)    158 13 33.20020(W) AD(       ) 3
 TU1703  OLD HI      -  21 28 52.10100(N)    158 13 43.15200(W) AD(       ) 3
 TU1703
 TU1703.Superseded values are not recommended for survey control.
 TU1703.NGS no longer adjusts projects to the OLD HI datum.
 TU1703.See file dsdata.txt to determine how the superseded data were derived.
 TU1703
 TU1703_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8019675248(NAD 83)
 TU1703
 TU1703  HISTORY     - Date     Condition        Report By
 TU1703  HISTORY     - UNK      MONUMENTED
 TU1703  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1703
 TU1703                          STATION DESCRIPTION
 TU1703
 TU1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1703'THE STATION IS GONE.  KEPUHI POINT HAS BEEN WORN OFF
 TU1703'CONSIDERABLY BY WAVE ACTION.  ANGLES TURNED TO 3 ADJACENT
 TU1703'STATIONS, WITH INSTRUMENT SET AT WATERS EDGE, SHOW THAT STATION
 TU1703'POINT IS NOW UNDER WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1704 ***********************************************************************
 TU1704  DESIGNATION -  KEPUHI
 TU1704  PID         -  TU1704
 TU1704  STATE/COUNTY-  HI/HONOLULU
 TU1704  USGS QUAD   -  WAIANAE (1983)
 TU1704
 TU1704                         *CURRENT SURVEY CONTROL
 TU1704  ___________________________________________________________________
 TU1704* NAD 83(1993)-  21 28 41.04804(N)    158 13 33.99468(W)     ADJUSTED  
 TU1704* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU1704  ___________________________________________________________________
 TU1704  EPOCH DATE  -        1993.62
 TU1704  LAPLACE CORR-          10.25  (seconds)                    DEFLEC99
 TU1704  GEOID HEIGHT-          15.07  (meters)                     GEOID03
 TU1704
 TU1704  HORZ ORDER  -  THIRD
 TU1704
 TU1704.The horizontal coordinates were established by classical geodetic methods
 TU1704.and adjusted by the National Geodetic Survey in December 1998..
 TU1704.The horizontal coordinates are valid at the epoch date displayed above.
 TU1704.The epoch date for horizontal control is a decimal equivalence
 TU1704.of Year/Month/Day.
 TU1704
 TU1704.The orthometric height was scaled from a topographic map.
 TU1704
 TU1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1704
 TU1704.The geoid height was determined by GEOID03.
 TU1704
 TU1704;                    North         East     Units Scale Factor Converg.
 TU1704;SPC HI 3     -    34,495.428   476,567.152   MT  0.99999678   -0 04 58.0
 TU1704;UTM  04      - 2,375,256.582   580,172.411   MT  0.99967942   +0 17 00.1
 TU1704
 TU1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1704!SPC HI 3     -   0.99999763  x   0.99999678  =   0.99999441
 TU1704!UTM  04      -   0.99999763  x   0.99967942  =   0.99967705
 TU1704
 TU1704:                Primary Azimuth Mark                     Grid Az
 TU1704:SPC HI 3     -  MAILIILII                                135 01 58.0
 TU1704:UTM  04      -  MAILIILII                                134 39 59.9
 TU1704
 TU1704|---------------------------------------------------------------------|
 TU1704| PID    Reference Object                     Distance      Geod. Az  |
 TU1704|                                                           dddmmss.s |
 TU1704| TU1715 MAILIILII                           APPROX. 7.2 KM 1345700.0 |
 TU1704| TU1691 PUU O HULU NORTH                    APPROX.11.0 KM 1382956.9 |
 TU1704| TU1600 KAENA 1875                          APPROX.12.0 KM 3324000.4 |
 TU1704|---------------------------------------------------------------------|
 TU1704
 TU1704                          SUPERSEDED SURVEY CONTROL
 TU1704
 TU1704  NAD 83(1986)-  21 28 40.99626(N)    158 13 34.00805(W) AD(       ) 3
 TU1704  OLD HI      -  21 28 52.25700(N)    158 13 43.89600(W) AD(       ) 3
 TU1704
 TU1704.Superseded values are not recommended for survey control.
 TU1704.NGS no longer adjusts projects to the OLD HI datum.
 TU1704.See file dsdata.txt to determine how the superseded data were derived.
 TU1704
 TU1704_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8017275257(NAD 83)
 TU1704
 TU1704  HISTORY     - Date     Condition        Report By
 TU1704  HISTORY     - UNK      MONUMENTED
 TU1704  HISTORY     - 1910     SEE DESCRIPTION  CGS
 TU1704  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1704
 TU1704                          STATION DESCRIPTION
 TU1704
 TU1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1704'ON PROJECTING POINT NEAR NORTH SIDE OF MAKAHA BAY, WEST OF
 TU1704'GOVERNMENT ROAD, ON A STONE PLATFORM SAID TO BE AN ANCIENT
 TU1704'HEIAU.  MARKED BY CONCRETE POST.
 TU1704
 TU1704                          STATION RECOVERY (1965)
 TU1704
 TU1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1704'THE STATION IS GONE.  KEPUHI POINT HAS BEEN WORN OFF CONSIDERABLY
 TU1704'BY WAVE ACTION, AND HAS A LARGE, BARE, JUMBLED ROCK AREA ABOUT
 TU1704'4 FEET LOWER THAN ORIGINAL GROUND LEVEL.  ANGLES TURNED TO 3
 TU1704'ADJACENT STATIONS, WITH THE INSTRUMENT SET AT THE WATERS EDGE,
 TU1704'SHOW THAT THE STATION POINT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2752 ***********************************************************************
 TU2752  DESIGNATION -  KEPUHI 1913
 TU2752  PID         -  TU2752
 TU2752  STATE/COUNTY-  HI/HAWAII
 TU2752  USGS QUAD   -  KAWAIHAE (1995)
 TU2752
 TU2752                         *CURRENT SURVEY CONTROL
 TU2752  ___________________________________________________________________
 TU2752* NAD 83(1993)-  20 15 52.13687(N)    155 49 51.07836(W)     ADJUSTED  
 TU2752* LOCAL TIDAL -        22.     (meters)      72.     (feet)  SCALED    
 TU2752  ___________________________________________________________________
 TU2752  EPOCH DATE  -        1993.62
 TU2752  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 TU2752  GEOID HEIGHT-          17.65  (meters)                     GEOID03
 TU2752
 TU2752  HORZ ORDER  -  SECOND
 TU2752
 TU2752.The horizontal coordinates were established by classical geodetic methods
 TU2752.and adjusted by the National Geodetic Survey in December 1998..
 TU2752.The horizontal coordinates are valid at the epoch date displayed above.
 TU2752.The epoch date for horizontal control is a decimal equivalence
 TU2752.of Year/Month/Day.
 TU2752
 TU2752.The orthometric height was scaled from a topographic map.
 TU2752
 TU2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2752
 TU2752.The geoid height was determined by GEOID03.
 TU2752
 TU2752;                    North         East     Units Scale Factor Converg.
 TU2752;SPC HI 1     -   158,455.713   465,436.177   MT  0.99998143   -0 06 52.5
 TU2752;UTM  05      - 2,243,281.054   204,283.401   MT  1.00068095   -0 58 52.3
 TU2752
 TU2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2752!SPC HI 1     -   0.99999377  x   0.99998143  =   0.99997520
 TU2752!UTM  05      -   0.99999377  x   1.00068095  =   1.00067471
 TU2752
 TU2752                          SUPERSEDED SURVEY CONTROL
 TU2752
 TU2752  NAD 83(1986)-  20 15 52.10225(N)    155 49 51.07648(W) AD(       ) 2
 TU2752  OLD HI      -  20 16 03.17600(N)    155 50 01.11500(W) AD(       ) 2
 TU2752
 TU2752.Superseded values are not recommended for survey control.
 TU2752.NGS no longer adjusts projects to the OLD HI datum.
 TU2752.See file dsdata.txt to determine how the superseded data were derived.
 TU2752
 TU2752_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0428343281(NAD 83)
 TU2752
 TU2752  HISTORY     - Date     Condition        Report By
 TU2752  HISTORY     - 1913     MONUMENTED       CGS
 TU2752  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2752  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2752  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2752  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2752
 TU2752                          STATION DESCRIPTION
 TU2752
 TU2752'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2752'ON NORTH POINT OF HAWAII, ON HOEA POINT (KEPUHI POINT) WHICH
 TU2752'IS THE HEADLAND SEEN TO THE WESTWARD FROM KAUHOLA POINT
 TU2752'LIGHT.  IT IS DIRECTLY EAST FROM HOEA MILL OF THE HAWI MILL
 TU2752'AND PLANTATION CO.  STATION IS NOT OUT ON END OF POINT, WHICH
 TU2752'CONSISTS OF A FLAT ROCK ABOUT 30 TO 40 FEET HIGH, BUT IS BACK
 TU2752'FROM THE OUTERMOST END ABOUT 80 METERS, UP A TERRACE OF
 TU2752'EARTH, SHOWING A DISTINCT BLUFF LINE BEHIND THE REGULAR
 TU2752'CLIFFS.  FROM THE STATION HOEA MILL STACK BEARS S. 64 DEG
 TU2752'W.  STATION IS ABOUT 6 METERS SOUTHEAST FROM THE CLIFF EDGE
 TU2752'AND ABOUT 3 METERS SOUTHWEST FROM THE TERRACE BLUFF.  MARK IS
 TU2752'A CYLINDER OF CONCRETE ABOUT 5 INCHES IN DIAMETER,
 TU2752'PROJECTING 8 INCHES ABOVE THE SURFACE.  TRACES OF THE IRON
 TU2752'PIPE IN WHICH IT WAS CAST STILL SHOW.  IN TOP OF THE
 TU2752'CYLINDER IS A TRIANGLE WITH SMALL HOLE.  THIS MARK PLACED
 TU2752'BY THE TERRITORIAL SURVEY.  ITS POSITION DETERMINED
 TU2752'INDEPENDENTLY BY THE UNITED STATES COAST AND GEODETIC
 TU2752'SURVEY.
 TU2752
 TU2752                          STATION RECOVERY (1938)
 TU2752
 TU2752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2752'LOCATION OF STATION--ON THE SEACOAST ABOUT 3000-FEET EAST OF
 TU2752'HOEA MILL WHICH IS BEING DISMANTLED.  THIS STATION CAN BE
 TU2752'APPROACHED BY TAKING THE ROAD LEADING FROM THE MILL TO THE HOEA
 TU2752'PUMPING STATION.
 TU2752'
 TU2752'OLD MARK--TRIANGULATION STATION ON CONCRETE-FILLED CYLINDER.
 TU2752'
 TU2752'NEW MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2752'MONUMENT 7-1/2-FEET ON EACH SIDE WITH 1-7/8 IN STEEL BAR 2-FEET
 TU2752'LONG SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT
 TU2752'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL
 TU2752'BAR).
 TU2752
 TU2752                          STATION RECOVERY (1948)
 TU2752
 TU2752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2752'RECOVERED THE CYLINDER OF CONCRETE SHOWING A TRIANGLE FORMED
 TU2752'IN SAME.  THIS STATION HAS A CONCRETE PLATFORM BUILT BY THE
 TU2752'HAWAII TERRITORY SURVEY.  EROSION IS TAKING PLACE AND THE
 TU2752'STATION WILL DROP OVER THE SIDE OF THE BLUFF IN A FEW YEARS.  FOR
 TU2752'THIS REASON STATION KEPUHI 2 WAS ESTABLISHED INSHORE.
 TU2752'
 TU2752'LOCATED AT THE EDGE OF THE EARTH BLUFF NEAR THE END OF KEPUHI
 TU2752'POINT, ONE MILE EAST OF UPOLU POINT AND 4-1/2 MILES
 TU2752'NORTHWESTWARD OF KAUHOLA PT. LIGHT.
 TU2752'
 TU2752'THIS STATION WAS LOCATED BY DIRECTION AND DISTANCE FROM
 TU2752'KEPUHI 2.
 TU2752
 TU2752                          STATION RECOVERY (1958)
 TU2752
 TU2752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2752'THE MARK WAS RECOVERED AS DESCRIBED IN 1913, 1938 AND
 TU2752'1948, EXCEPT FOR THE FOLLOWING CORRECTIONS.  THE MARK IS ON
 TU2752'ALANAHIHI POINT INSTEAD OF KEPUHI POINT.  THE STEEL BAR AND THE
 TU2752'STANDARD METAL TARGET AS MENTIONED IN THE 1938 DESCRIPTION ARE
 TU2752'NOW BOTH GONE.  ALTHOUGH STILL BEING UNDERMINED, THE STATION
 TU2752'APPEARS TO BE QUITE STABLE.  SEE HOW TO REACH FROM KEPUHI 2
 TU2752'DESCRIPTION.
 TU2752
 TU2752                          STATION RECOVERY (1967)
 TU2752
 TU2752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2752'STATION IS DESTROYED.  THE CONCRETE PLATFORM HAS BEEN
 TU2752'UNDERMINED BY EROSION AND IS TILTED AND BEGINNING TO BREAK UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2753 ***********************************************************************
 TU2753  DESIGNATION -  KEPUHI 2
 TU2753  PID         -  TU2753
 TU2753  STATE/COUNTY-  HI/HAWAII
 TU2753  USGS QUAD   -  KAWAIHAE (1995)
 TU2753
 TU2753                         *CURRENT SURVEY CONTROL
 TU2753  ___________________________________________________________________
 TU2753* NAD 83(1993)-  20 15 51.55916(N)    155 49 51.19210(W)     ADJUSTED  
 TU2753* LOCAL TIDAL -        22.     (meters)      72.     (feet)  GPS OBS   
 TU2753  ___________________________________________________________________
 TU2753  EPOCH DATE  -        1993.62
 TU2753  X           -  -5,461,092.829 (meters)                     COMP
 TU2753  Y           -  -2,450,774.747 (meters)                     COMP
 TU2753  Z           -   2,195,184.831 (meters)                     COMP
 TU2753  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 TU2753  ELLIP HEIGHT-          40.21  (meters)          (11/30/94) GPS OBS
 TU2753  GEOID HEIGHT-          17.65  (meters)                     GEOID03
 TU2753
 TU2753  HORZ ORDER  -  FIRST
 TU2753  ELLP ORDER  -  FIFTH     CLASS I
 TU2753
 TU2753.The horizontal coordinates were established by GPS observations
 TU2753.and adjusted by the National Geodetic Survey in November 1994..
 TU2753.No horizontal observational check was made to the station.
 TU2753.The horizontal coordinates are valid at the epoch date displayed above.
 TU2753.The epoch date for horizontal control is a decimal equivalence
 TU2753.of Year/Month/Day.
 TU2753
 TU2753.The orthometric height was determined by GPS observations and a
 TU2753.high-resolution geoid model.
 TU2753.No vertical observational check was made to the station.
 TU2753
 TU2753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU2753
 TU2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2753
 TU2753.The ellipsoidal height was determined by GPS observations
 TU2753.and is referenced to NAD 83.
 TU2753
 TU2753.The geoid height was determined by GEOID03.
 TU2753
 TU2753;                    North         East     Units Scale Factor Converg.
 TU2753;SPC HI 1     -   158,437.954   465,432.841   MT  0.99998143   -0 06 52.6
 TU2753;UTM  05      - 2,243,263.335   204,279.794   MT  1.00068098   -0 58 52.3
 TU2753
 TU2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2753!SPC HI 1     -   0.99999368  x   0.99998143  =   0.99997511
 TU2753!UTM  05      -   0.99999368  x   1.00068098  =   1.00067466
 TU2753
 TU2753|---------------------------------------------------------------------|
 TU2753| PID    Reference Object                     Distance      Geod. Az  |
 TU2753|                                                           dddmmss.s |
 TU2753| TU2752 KEPUHI 1913                          18.070 METERS 01031     |
 TU2753| TU2717 KAUHOLA POINT LIGHT 1948            APPROX. 6.5 KM 1074804.5 |
 TU2753| CN5451 KEPUHI 2 RM 1                         9.157 METERS 20648     |
 TU2753| CN5452 KEPUHI 2 RM 2                         7.184 METERS 26721     |
 TU2753|---------------------------------------------------------------------|
 TU2753
 TU2753                          SUPERSEDED SURVEY CONTROL
 TU2753
 TU2753  NAD 83(1986)-  20 15 51.52451(N)    155 49 51.19023(W) AD(       ) 2
 TU2753  OLD HI      -  20 16 02.59800(N)    155 50 01.22900(W) AD(       ) 2
 TU2753
 TU2753.Superseded values are not recommended for survey control.
 TU2753.NGS no longer adjusts projects to the OLD HI datum.
 TU2753.See file dsdata.txt to determine how the superseded data were derived.
 TU2753
 TU2753_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0428043263(NAD 83)
 TU2753_MARKER: DD = SURVEY DISK
 TU2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2753_SP_SET: CONCRETE POST
 TU2753_STAMPING: KEPUHI 2 1948
 TU2753_MARK LOGO: CGS   
 TU2753_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2753+STABILITY: SURFACE MOTION
 TU2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2753+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU2753
 TU2753  HISTORY     - Date     Condition        Report By
 TU2753  HISTORY     - 1948     MONUMENTED       CGS
 TU2753  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2753  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2753  HISTORY     - 1986     GOOD
 TU2753  HISTORY     - 19930807 GOOD             NOS
 TU2753
 TU2753                          STATION DESCRIPTION
 TU2753
 TU2753'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2753'STATION IS NEAR THE EXTREME END OF KEPUHI POINT WHICH IS THE NORTH
 TU2753'END OF HAWAII ISLAND.  THIS POINT IS ABOUT ONE MILE EAST OF UPOLU
 TU2753'POINT AND 4-1/2 MILES NORTHWESTWARD OF KAUHOLA POINT
 TU2753'LIGHTHOUSE.  STATION IS ABOUT 18 METERS FROM THE EDGE OF THE
 TU2753'EARTH BLUFF AND STATION KEPUHI 1913, WHICH IS BEING UNDERMINED
 TU2753'AND WILL BE LOST IN A FEW YEARS.  MARKED BY A STANDARD DISK SET
 TU2753'IN A CONCRETE MONUMENT.  THERE ARE TWO REFERENCE MARKS
 TU2753'SIMILARLY ESTABLISHED.
 TU2753'
 TU2753'TO REACH THE STATION TURN NORTH OFF THE MAIN HIGHWAY ABOUT 1/2
 TU2753'MILE WEST OF HAWI AND PROCEED IN A GENERAL NORTHERLY DIRECTION
 TU2753'OVER THIRD CLASS ROADS AND ROADS BORDERING CANE FIELDS, TO KEPUHI
 TU2753'POINT.
 TU2753
 TU2753                          STATION RECOVERY (1958)
 TU2753
 TU2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2753'THE STATION AND THE TWO R.M.S WERE RECOVERED IN GOOD
 TU2753'CONDITION.  OLD KEPUHI I, 1913 WAS ALSO RECOVERED, AND THE
 TU2753'DISTANCE CHECKED.  A NEW DESCRIPTION FOLLOWS.
 TU2753'
 TU2753'STATION IS NEAR THE HIGHEST PART OF THE EXTREME END OF ALANAHIHI
 TU2753'POINT, ABOUT 1-1/2 MILES EAST OF UPOLU POINT, AND 4 MILES NORTHWEST
 TU2753'OF KAUHOLA POINT LIGHTHOUSE.  STATION IS 18 METERS SOUTH FROM
 TU2753'THE EDGE OF THE EARTH BLUFF AND STATION KEPUHI 1913, WHICH IS
 TU2753'BEING UNDERMINED BY EROSION AND WILL BE LOST IN THE FUTURE.  THE
 TU2753'MARKS IS A STANDARD DISC SET ON A CONCRETE TRUNCATED MONUMENT.
 TU2753'THE TWO R.M.S ARE CEMENTED IN THE TOP OF 3 IN IRON PIPES, DRIVEN
 TU2753'IN THE GROUND.
 TU2753'
 TU2753'TO REACH FROM THE JUNCTION IN HAWI GO 0.15 MILE WEST ALONG THE
 TU2753'HIGHWAY.  TURN RIGHT AND GO 2.1 MILES IN A N.N.W.LY DIRECTION
 TU2753'ALONG VARIOUS DIRT ROADS THROUGH THE VILLAGE OF HOEA.  AT NORTH
 TU2753'EDGE OF VILLAGE TURN RIGHT AND GO 0.25 MILE TO THE OLD HOEA
 TU2753'PUMPING STATION.  PASS THROUGH GATE AND GO 0.35 OF A MILE IN A
 TU2753'EASTERLY DIRECTION ACROSS OPEN PASTURE LAND TO THE CORNER OF A
 TU2753'FENCE ON ALANAHIHI POINT.  WALK TO END OF POINT AND STATIONS.
 TU2753
 TU2753                          STATION RECOVERY (1967)
 TU2753
 TU2753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2753'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2753'COMPLETE DESCRIPTION FOLLOWS--
 TU2753'
 TU2753'STATION IS LOCATED ABOUT 1-3/4 MILES DUE NORTH OF HAWI AND
 TU2753'1-1/4 MILES SOUTHEAST OF UPOLU POINT, IN PASTURE LAND ON
 TU2753'ALANAHIHI POINT, ABOUT 800 FEET SOUTHWEST FROM THE EXTREME ROCKY
 TU2753'TIP OF THE POINT, AND IS 60 FEET SOUTH FROM EDGE OF GRASS AREA
 TU2753'AND BEGINNING OF WIND-ERODED AREA.
 TU2753'
 TU2753'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO NORTH ON
 TU2753'STATE HIGHWAY 25 FOR 0.1 MILE.  TURN LEFT AND GO WEST ON STATE
 TU2753'HIGHWAY 27 FOR 0.2 MILE TO DIRT SIDE ROAD RIGHT, ACROSS
 TU2753'HIGHWAY FROM THE CATHOLIC CHURCH.  TURN RIGHT AND GO NORTH FOR
 TU2753'0.95 MILE TO THE SECOND MAIN CROSSROAD.  CONTINUE AHEAD FOR 0.15
 TU2753'MILE TO FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, AND GO 0.4
 TU2753'MILE.  TURN SHARP RIGHT ON T-ROAD AND GO 0.2 MILE TO WIRE GATE
 TU2753'ON LEFT AT T-FENCE INTERSECTION.  PASS THROUGH GATE AND GO
 TU2753'NORTH DOWN ALONG FENCE FOR 0.2 MILE TO CORRAL.  GO LEFT ALONG
 TU2753'FENCE FOR 0.1 MILE TO GATE ON RIGHT.  PASS THROUGH GATE AND GO
 TU2753'NORTH ACROSS PASTURE FOR 0.2 MILE TO STATION.
 TU2753'
 TU2753'STATION MARK IS A STANDARD DISK STAMPED KEPUHI 2 1948, SET IN THE
 TU2753'TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 TU2753'ABOVE GROUND.
 TU2753'
 TU2753'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEPUHI 1 1948,
 TU2753'SET IN THE TOP OF A 2-INCH, IRON PIPE PROJECTING 1 INCH ABOVE
 TU2753'GROUND.
 TU2753'
 TU2753'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEPUHI 2 2
 TU2753'1948 SET IN THE TOP OF A 2-INCH, IRON PIPE PROJECTING 1 INCH
 TU2753'ABOVE GROUND.
 TU2753
 TU2753                          STATION RECOVERY (1986)
 TU2753
 TU2753'RECOVERED 1986
 TU2753'RECOVERED IN GOOD CONDITION.
 TU2753
 TU2753                          STATION RECOVERY (1993)
 TU2753
 TU2753'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU2753'STATION RECOVERED NEW TO REACH IS PROVIDED. TO REACH THE STATION FROM
 TU2753'THE POST OFFICE IN HAWI, PROCEED N ON HIGHWAY 25 FOR .1 MI (0.2 KM)
 TU2753'TURN LEFT AND GO W ON HIGHWAY 27 FOR .2 MI (0.3 KM) TO A PAVED ROAD
 TU2753'RIGHT ACROSS FROM A CATHOLIC CHURCH. TURN RIGHT AND PROCEED DOWN
 TU2753'WINDING ROAD FOR 1.6 MI (2.6 KM) TO END OF PAVEMENT.  CONTINUE AHEAD
 TU2753'ON DIRT ROAD FOR .2 MI (0.3 KM) TO GATE ON RIGHT NEAR END OF ROAD.
 TU2753'FROM THIS POINT A LONE POLE CAN BE SEEN NEAR THE N POINT OF LAND.
 TU2753'CLIMB OVER THE FENCE AND PACK N ALONG A TRACK ROAD FOR 1O MIN TO LONE
 TU2753'POLE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1702 ***********************************************************************
 TU1702  DESIGNATION -  KEPUHI NEW
 TU1702  PID         -  TU1702
 TU1702  STATE/COUNTY-  HI/HONOLULU
 TU1702  USGS QUAD   -  WAIANAE (1983)
 TU1702
 TU1702                         *CURRENT SURVEY CONTROL
 TU1702  ___________________________________________________________________
 TU1702* NAD 83(1993)-  21 29 08.21850(N)    158 13 25.75325(W)     ADJUSTED  
 TU1702* LOCAL TIDAL -       389.8    (meters)    1279.     (feet)  VERT ANG  
 TU1702  ___________________________________________________________________
 TU1702  EPOCH DATE  -        1993.62
 TU1702  LAPLACE CORR-           9.97  (seconds)                    DEFLEC99
 TU1702  GEOID HEIGHT-          15.12  (meters)                     GEOID03
 TU1702
 TU1702  HORZ ORDER  -  FIRST
 TU1702
 TU1702.The horizontal coordinates were established by classical geodetic methods
 TU1702.and adjusted by the National Geodetic Survey in December 1998..
 TU1702.The horizontal coordinates are valid at the epoch date displayed above.
 TU1702.The epoch date for horizontal control is a decimal equivalence
 TU1702.of Year/Month/Day.
 TU1702
 TU1702.The orthometric height was determined by vertical angle observations.
 TU1702
 TU1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1702
 TU1702.The geoid height was determined by GEOID03.
 TU1702
 TU1702;                    North         East     Units Scale Factor Converg.
 TU1702;SPC HI 3     -    35,330.751   476,805.598   MT  0.99999664   -0 04 55.1
 TU1702;UTM  04      - 2,376,093.147   580,405.440   MT  0.99967989   +0 17 03.5
 TU1702
 TU1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1702!SPC HI 3     -   0.99993636  x   0.99999664  =   0.99993300
 TU1702!UTM  04      -   0.99993636  x   0.99967989  =   0.99961627
 TU1702
 TU1702|---------------------------------------------------------------------|
 TU1702| PID    Reference Object                     Distance      Geod. Az  |
 TU1702|                                                           dddmmss.s |
 TU1702| CJ8715 KEPUHI NEW RM 1                       5.164 METERS 01344     |
 TU1702| CJ8716 KEPUHI NEW RM 2                       2.634 METERS 28304     |
 TU1702| TU0567 KAENA POINT                         APPROX.11.4 KM 3293939.4 |
 TU1702|---------------------------------------------------------------------|
 TU1702
 TU1702                          SUPERSEDED SURVEY CONTROL
 TU1702
 TU1702  NAD 83(1986)-  21 29 08.16731(N)    158 13 25.76501(W) AD(       ) 1
 TU1702  OLD HI      -  21 29 19.56514(N)    158 13 35.66465(W) AD(       ) 1
 TU1702
 TU1702.Superseded values are not recommended for survey control.
 TU1702.NGS no longer adjusts projects to the OLD HI datum.
 TU1702.See file dsdata.txt to determine how the superseded data were derived.
 TU1702
 TU1702_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8040576093(NAD 83)
 TU1702_MARKER: Z = SEE DESCRIPTION
 TU1702_SETTING: 0 = UNSPECIFIED SETTING
 TU1702
 TU1702  HISTORY     - Date     Condition        Report By
 TU1702  HISTORY     - 1927     MONUMENTED       CGS
 TU1702  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1702  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1702
 TU1702                          STATION DESCRIPTION
 TU1702
 TU1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1702'TERRITORIAL SURVEY STATION COULD NOT BE RECOVERED.  KEPUHI NEW
 TU1702'(U.S.E.) RECOVERED AND USED AS STATION.  IT IS ABOUT 3-1/2 MILES
 TU1702'NORTH AND WEST OF WAIANAE, ON WEST END OF SECOND RIDGE NORTH OF
 TU1702'WAIANAE, ABOUT 1/2 MILE BACK FROM SHORE LINE, AND ON SAME RIDGE
 TU1702'AS KEAAU 2.  (SEE DESCRIPTION THEREOF.) MARKED BY A UNITED
 TU1702'STATES ENGINEERS BRASS PLATE, RECTANGULAR IN FORM, CEMENTED IN
 TU1702'BEDROCK.  REFERENCE MARKS, NOTE 12A, STANDARD REFERENCE
 TU1702'DISKS IN OUTCROPPING BEDROCK, WERE SET AT THE FOLLOWING
 TU1702'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 5.208 METERS
 TU1702'(17.09 FEET), 193 DEG 42 MIN.  NO. 2, 2.642 METERS (8.67 FEET),
 TU1702'103 DEG 15 MIN.  RE-MARKED ACCORDING TO NOTE 14X IN 1929.
 TU1702
 TU1702                          STATION RECOVERY (1964)
 TU1702
 TU1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1702'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU1702'DISTANCE TO THE REFERENCE MARKS WERE CHECKED.  A COMPLETE
 TU1702'DESCRIPTION FOLLOWS--
 TU1702'
 TU1702'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF WAIANAE AND
 TU1702'1/2 MILE NORTH OF MAKAHA BEACH, AT 1278 FEET ELEVATION, ON THE
 TU1702'END OF THE PROMINENT RIDGE OVERLOOKING KEPUHI POINT.  THERE IS
 TU1702'AN OLD CONCRETE PILLBOX NEAR THE STATION AND THE REMAINS OF THE
 TU1702'WINCH-HOUSE OF AN OLD WW-II AERIAL TRAM IS ABOUT 50 YARDS
 TU1702'SOUTHEAST DOWNRIDGE FROM STATION.
 TU1702'
 TU1702'TO REACH STATION FROM THE CENTER OF MAKAHA VILLAGE, GO NORTHWEST
 TU1702'ON FARRINGTON HIGHWAY FOR 2.2 MILES TO A HAWAIIAN TELEPHONE
 TU1702'CO. BUILDING ON THE RIGHT, AT BASE OF RIDGE.  THIS IS END OF
 TU1702'TRUCK TRAVEL.  PACK NORTHERLY UP THE STEEP, BRUSHY SLOPE OF RIDGE,
 TU1702'FROM ABOUT MIDWAY BETWEEN THE BUILDING AND THE HIGHWAY, TO TOP
 TU1702'OF FIRST POINT ON RIDGE AND STATION.
 TU1702'
 TU1702'STATION MARK IS A RECTANGULAR, BRASS PLATE, STAMPED US ENGRS ELEV,
 TU1702'SET IN THE TOP OF A 7-INCH-DIAMETER CONCRETE MASS FLUSH WITH
 TU1702'GROUND.  IT IS 34.5 FEET NORTHEAST OF THE CENTER OF THE ROOF
 TU1702'ENTRANCE OF THE CONCRETE PILLBOX.
 TU1702'
 TU1702'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEPUHI NEW
 TU1702'NO 1, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE THAT PROJECTS
 TU1702'2 FEET ON THE LOW SIDE.  THE MARK IS 16 INCHES NORTH OF AN IRON
 TU1702'PIN, ABOUT 5 FEET LOWER THAN STATION, AND HIDDEN BY BRUSH.
 TU1702'
 TU1702'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEPUHI NEW
 TU1702'NO 2, CEMENTED IN A DRILL HOLE IN BEDROCK AND ABOUT 1 FOOT LOWER
 TU1702'THAN STATION.
 TU1702
 TU1702                          STATION RECOVERY (1969)
 TU1702
 TU1702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1702'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 TU1702'FOUND IN GOOD CONDITION.
 TU1702'
 TU1702'A NEW DESCRIPTION FOLLOWS.
 TU1702'
 TU1702'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF WAIANAE,
 TU1702'2-1/2 MILES SOUTH OF KANEANA CAVE, 1/2 MILE NORTH OF MAKAHA BEACH,
 TU1702'50 YARDS EAST OF THE REMAINS OF A WINCH-HOUSE OF AN AERIAL TRAM
 TU1702'AND ON THE END OF A PROMINENT RIDGE OVERLOOKING KEPUHI POINT.
 TU1702'
 TU1702'THE STATION WAS REACHED AT THIS TIME FROM THE PARKING LOT AT
 TU1702'KANEANA CAVE, VIA HELICOPTER, BY FLYING A MAGNETIC COURSE OF ABOUT
 TU1702'170 DEGREES FOR ABOUT 3 MINUTES TO THE STATION AS DESCRIBED.
 TU1702'
 TU1702'THE STATION MARK IS A 3 X 4 INCH BRASS PLATE OF THE U.S. ENGINEERS
 TU1702'WHICH IS STAMPED U.S. ENGRS ELEV, CEMENTED TO BEDROCK WHICH
 TU1702'IS FLUSH WITH THE SURROUNDING SURFACE.
 TU1702'
 TU1702'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEPUHI NEW NO 1, SET
 TU1702'IN A DRILL HOLE IN A 3 X 3 FOOT EXPOSED SECTION OF BEDROCK WHICH
 TU1702'PROJECTS ABOUT 2 FEET ON THE LOWER SIDE AND IS ABOUT 5 FEET LOWER
 TU1702'THAN THE STATION MARK.
 TU1702'
 TU1702'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEPUHI NEW NO 2,
 TU1702'SET IN A DRILL HOLE IN A 2 X 6 FOOT SECTION OF EXPOSED BEDROCK
 TU1702'WHICH IS FLUSH WITH THE SURROUNDING SURFACE AND ABOUT 1 FOOT LOWER
 TU1702'THAN THE STATION MARK.
 TU1702'
 TU1702'THE REFERENCE MARKS WERE NOT MEASURED BETWEEN DUE TO HEAVY BRUSH
 TU1702'AND THE CREST OF THE RIDGE ON LINE.
 TU1702'
 TU1702'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1702'
 TU1702'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1702'3-1/2 MILES NORTHWEST OF WAIANAE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1277 ***********************************************************************
 TU1277  DESIGNATION -  KEWALO
 TU1277  PID         -  TU1277
 TU1277  STATE/COUNTY-  HI/HONOLULU
 TU1277  USGS QUAD   -  HONOLULU (1983)
 TU1277
 TU1277                         *CURRENT SURVEY CONTROL
 TU1277  ___________________________________________________________________
 TU1277* NAD 83(1993)-  21 17 38.32106(N)    157 51 28.59067(W)     ADJUSTED  
 TU1277* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1277  ___________________________________________________________________
 TU1277  EPOCH DATE  -        1993.62
 TU1277  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 TU1277  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1277
 TU1277  HORZ ORDER  -  THIRD
 TU1277
 TU1277.The horizontal coordinates were established by classical geodetic methods
 TU1277.and adjusted by the National Geodetic Survey in December 1998..
 TU1277.The horizontal coordinates are valid at the epoch date displayed above.
 TU1277.The epoch date for horizontal control is a decimal equivalence
 TU1277.of Year/Month/Day.
 TU1277
 TU1277.The orthometric height was scaled from a topographic map.
 TU1277
 TU1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1277
 TU1277.The geoid height was determined by GEOID03.
 TU1277
 TU1277;                    North         East     Units Scale Factor Converg.
 TU1277;SPC HI 3     -    14,102.418   514,740.592   MT  0.99999268   +0 03 05.7
 TU1277;UTM  04      - 2,355,112.360   618,464.599   MT  0.99977342   +0 24 53.2
 TU1277
 TU1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1277!SPC HI 3     -   0.99999724  x   0.99999268  =   0.99998992
 TU1277!UTM  04      -   0.99999724  x   0.99977342  =   0.99977066
 TU1277
 TU1277|---------------------------------------------------------------------|
 TU1277| PID    Reference Object                     Distance      Geod. Az  |
 TU1277|                                                           dddmmss.s |
 TU1277| TU0295 B 5                                  61.443 METERS 05155     |
 TU1277| TU1227 HONOLULU CENTRAL UNION CHURCH       APPROX. 2.6 KM 0774903.7 |
 TU1277| CJ8717 KEWALO RM 1                          15.821 METERS 23114     |
 TU1277|---------------------------------------------------------------------|
 TU1277
 TU1277                          SUPERSEDED SURVEY CONTROL
 TU1277
 TU1277  NAD 83(1986)-  21 17 38.27044(N)    157 51 28.60001(W) AD(       ) 3
 TU1277  OLD HI      -  21 17 49.65400(N)    157 51 38.47100(W) AD(       ) 3
 TU1277
 TU1277.Superseded values are not recommended for survey control.
 TU1277.NGS no longer adjusts projects to the OLD HI datum.
 TU1277.See file dsdata.txt to determine how the superseded data were derived.
 TU1277
 TU1277_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1846555112(NAD 83)
 TU1277_MARKER: Z = SEE DESCRIPTION
 TU1277_SETTING: 0 = UNSPECIFIED SETTING
 TU1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1277+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 TU1277
 TU1277  HISTORY     - Date     Condition        Report By
 TU1277  HISTORY     - 1928     MONUMENTED       CGS
 TU1277  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1277  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1277  HISTORY     - 20030722 GOOD             USPSQD
 TU1277
 TU1277                          STATION DESCRIPTION
 TU1277
 TU1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1277'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN DRILLED HOLE
 TU1277'ON W EDGE OF CONCRETE PIER, ON W SIDE OF KEWALO BASIN, AND
 TU1277'ABOUT MIDWAY ALONG THE LENGTH OF THE PIER.
 TU1277
 TU1277                          STATION RECOVERY (1963)
 TU1277
 TU1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1277'AN UNSTAMPED, HAWAIIAN TERRITORIAL SURVEY BENCH MARK DISK WAS
 TU1277'RECOVERED IN GOOD CONDITION AND AN ANGLE CHECK PROVED IT TO BE
 TU1277'THE STATION.  ONE REFERENCE MARK WAS ESTABLISHED, BENCH MARK B 5
 TU1277'WAS USED FOR THE SECOND REFERENCE MARK, AND THE STATION MARK
 TU1277'WAS STAMPED KEWALO.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1277'
 TU1277'STATION IS LOCATED ABOUT 3/4 MILE AIRLINE SOUTH-SOUTHEAST OF
 TU1277'THE FEDERAL BUILDING IN HONOLULU, AT KEWALO BASIN, ON THE CONCRETE
 TU1277'PIER BETWEEN THE FISHERMENS WHARF RESTAURANT AND THE NORTHWEST
 TU1277'SIDE OF THE BASIN.
 TU1277'
 TU1277'TO REACH STATION FROM THE FEDERAL BUILDING IN HONOLULU, GO
 TU1277'SOUTHEAST ON QUEEN STREET FOR 0.75 MILE.  TURN RIGHT AND GO
 TU1277'SOUTHWEST ON WARD AVE. FOR 0.3 MILE TO KEWALO BASIN AND THE
 TU1277'STATION.
 TU1277'
 TU1277'STATION MARK IS A HAWAIIAN TERRITORIAL SURVEY DISK, STAMPED
 TU1277'KEWALO, CEMENTED IN A DRILL HOLE IN THE CONCRETE PIER.  IT IS 60
 TU1277'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FISHERMENS WHARF
 TU1277'RESTAURANT, 28-1/2 FEET WEST OF A BOAT-LOADING DERRICK, 29 FEET
 TU1277'NORTH OF A LARGE, IRON, MOORING BITT, 5.4 FEET SOUTHEAST
 TU1277'OF PARKING METER NO. 17, 10 INCHES SOUTHEAST OF THE LINE WHERE
 TU1277'CONCRETE PIER JOINS ASPHALT PARKING AREA, AND 24 FEET NORTHWEST
 TU1277'OF THE WATER EDGE OF THE PIER.
 TU1277'
 TU1277'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEWALO NO 1
 TU1277'1928, CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 TU1277'PARKING METER NO. 21, 3-1/2 FEET SOUTHEAST OF ASPHALT CURBING,
 TU1277'4 INCHES NORTH OF PARKING METER PIPE, AND AT SAME ELEVATION
 TU1277'AS STATION.
 TU1277'
 TU1277'BENCH MARK B 5 WILL SERVE AS REFERENCE MARK NUMBER TWO.  IT IS
 TU1277'A STANDARD BENCH MARK DISK, STAMPED B 5 1928, CEMENTED IN A
 TU1277'DRILL HOLE IN THE CONCRETE PIER, 48.7 FEET SOUTHWEST OF NORTHEAST
 TU1277'CORNER OF BASIN, 1 FOOT NORTHWEST OF A TIMBER, GUARD RAIL, 48
 TU1277'FEET SOUTH OF A U.S. CORPS OF ENGINEERS SURVEY DISK STAMPED
 TU1277'WAIKIKI 1948, AND AT SAME ELEVATION AS STATION.
 TU1277
 TU1277                          STATION RECOVERY (1966)
 TU1277
 TU1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JMC)
 TU1277'STATION RECOVERED IN GOOD CONDITION, PREVIOUS DESCRIPTION ADEQUATE.
 TU1277
 TU1277                          STATION RECOVERY (2003)
 TU1277
 TU1277'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1276 ***********************************************************************
 TU1276  DESIGNATION -  KEWALO BASIN F RNG LT
 TU1276  PID         -  TU1276
 TU1276  STATE/COUNTY-  HI/HONOLULU
 TU1276  USGS QUAD   -  HONOLULU (1983)
 TU1276
 TU1276                         *CURRENT SURVEY CONTROL
 TU1276  ___________________________________________________________________
 TU1276* NAD 83(1993)-  21 17 38.73423(N)    157 51 27.83954(W)     ADJUSTED  
 TU1276* LOCAL TIDAL -                                                        
 TU1276  ___________________________________________________________________
 TU1276  EPOCH DATE  -        1993.62
 TU1276  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 TU1276  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1276
 TU1276  HORZ ORDER  -  THIRD
 TU1276
 TU1276.The horizontal coordinates were established by classical geodetic methods
 TU1276.and adjusted by the National Geodetic Survey in December 1998..
 TU1276.The horizontal coordinates are valid at the epoch date displayed above.
 TU1276.The epoch date for horizontal control is a decimal equivalence
 TU1276.of Year/Month/Day.
 TU1276
 TU1276
 TU1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1276
 TU1276.The geoid height was determined by GEOID03.
 TU1276
 TU1276;                    North         East     Units Scale Factor Converg.
 TU1276;SPC HI 3     -    14,115.145   514,762.231   MT  0.99999269   +0 03 06.0
 TU1276;UTM  04      - 2,355,125.221   618,486.152   MT  0.99977348   +0 24 53.5
 TU1276
 TU1276                          SUPERSEDED SURVEY CONTROL
 TU1276
 TU1276  NAD 83(1986)-  21 17 38.68305(N)    157 51 27.84891(W) AD(       ) 4
 TU1276  OLD HI      -  21 17 50.06900(N)    157 51 37.71700(W) AD(       ) 3
 TU1276
 TU1276.Superseded values are not recommended for survey control.
 TU1276.NGS no longer adjusts projects to the OLD HI datum.
 TU1276.See file dsdata.txt to determine how the superseded data were derived.
 TU1276
 TU1276_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1848655125(NAD 83)
 TU1276
 TU1276  HISTORY     - Date     Condition        Report By
 TU1276  HISTORY     - 1964     MONUMENTED       CGS
 TU1276
 TU1276                          STATION DESCRIPTION
 TU1276
 TU1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1276'STATION IS THE RANGE LIGHT MOUNTED ON TOP OF A WHITE POLE WHICH
 TU1276'HAS A WHITE DIAMOND-SHAPED DAYMARKER ON THE SIDE.  THE LIGHT IS
 TU1276'57 FEET ABOVE GROUND.  LOCATED IN HONOLULU, AT KEWALO BASIN BOAT
 TU1276'HARBOR, ALONG EDGE OF PIER, OPPOSITE THE FISHERMENS WHARF
 TU1276'RESTAURANT, 77 YARDS SOUTHWEST OF THE REAR RANGE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1273 ***********************************************************************
 TU1273  DESIGNATION -  KEWALO BASIN R RNG LT
 TU1273  PID         -  TU1273
 TU1273  STATE/COUNTY-  HI/HONOLULU
 TU1273  USGS QUAD   -  HONOLULU (1983)
 TU1273
 TU1273                         *CURRENT SURVEY CONTROL
 TU1273  ___________________________________________________________________
 TU1273* NAD 83(1993)-  21 17 40.63018(N)    157 51 26.44659(W)     ADJUSTED  
 TU1273* LOCAL TIDAL -                                                        
 TU1273  ___________________________________________________________________
 TU1273  EPOCH DATE  -        1993.62
 TU1273  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 TU1273  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1273
 TU1273  HORZ ORDER  -  THIRD
 TU1273
 TU1273.The horizontal coordinates were established by classical geodetic methods
 TU1273.and adjusted by the National Geodetic Survey in December 1998..
 TU1273.The horizontal coordinates are valid at the epoch date displayed above.
 TU1273.The epoch date for horizontal control is a decimal equivalence
 TU1273.of Year/Month/Day.
 TU1273
 TU1273
 TU1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1273
 TU1273.The geoid height was determined by GEOID03.
 TU1273
 TU1273;                    North         East     Units Scale Factor Converg.
 TU1273;SPC HI 3     -    14,173.492   514,802.328   MT  0.99999271   +0 03 06.5
 TU1273;UTM  04      - 2,355,183.808   618,525.870   MT  0.99977360   +0 24 54.1
 TU1273
 TU1273                          SUPERSEDED SURVEY CONTROL
 TU1273
 TU1273  NAD 83(1986)-  21 17 40.57880(N)    157 51 26.45602(W) AD(       ) 4
 TU1273  OLD HI      -  21 17 51.96500(N)    157 51 36.32400(W) AD(       ) 3
 TU1273
 TU1273.Superseded values are not recommended for survey control.
 TU1273.NGS no longer adjusts projects to the OLD HI datum.
 TU1273.See file dsdata.txt to determine how the superseded data were derived.
 TU1273
 TU1273_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1852655184(NAD 83)
 TU1273
 TU1273  HISTORY     - Date     Condition        Report By
 TU1273  HISTORY     - 1964     MONUMENTED       CGS
 TU1273  HISTORY     - 19990926 GOOD             USPSQD
 TU1273
 TU1273                          STATION DESCRIPTION
 TU1273
 TU1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1273'STATION IS THE RANGE LIGHT MOUNTED ON A SHORT PIPE ATOP A 3-LEGGED,
 TU1273'WHITE, SKELETON TOWER WITH A WHITE DIAMOND-SHAPED DAYMARKER ON
 TU1273'THE SIDE.  THE LIGHT IS 69 FEET ABOVE GROUND.
 TU1273'
 TU1273'LOCATED IN HONOLULU, AT KEWALO BASIN BOAT HARBOR, 55 YARDS
 TU1273'SOUTHEAST FROM THE INTERSECTION OF ALA MOANA BLVD. AND WARD AVE,
 TU1273'AT THE SOUTHWEST EDGE OF ALA MOANA BLVD.
 TU1273
 TU1273                          STATION RECOVERY (1999)
 TU1273
 TU1273'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3170 ***********************************************************************
 TU3170  DESIGNATION -  KID
 TU3170  PID         -  TU3170
 TU3170  STATE/COUNTY-  HI/MAUI
 TU3170  USGS QUAD   -  
 TU3170
 TU3170                         *CURRENT SURVEY CONTROL
 TU3170  ___________________________________________________________________
 TU3170* NAD 83(1993)-  20 30 27.76082(N)    156 39 20.01728(W)     ADJUSTED  
 TU3170* LOCAL TIDAL -                                                        
 TU3170  ___________________________________________________________________
 TU3170  EPOCH DATE  -        1993.62
 TU3170  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 TU3170  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU3170
 TU3170  HORZ ORDER  -  THIRD
 TU3170
 TU3170.The horizontal coordinates were established by classical geodetic methods
 TU3170.and adjusted by the National Geodetic Survey in December 1998..
 TU3170.The horizontal coordinates are valid at the epoch date displayed above.
 TU3170.The epoch date for horizontal control is a decimal equivalence
 TU3170.of Year/Month/Day.
 TU3170
 TU3170
 TU3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3170
 TU3170.The geoid height was determined by GEOID03.
 TU3170
 TU3170;                    North         East     Units Scale Factor Converg.
 TU3170;SPC HI 2     -    19,304.712   501,158.433   MT  0.99996668   +0 00 14.0
 TU3170;UTM  04      - 2,269,419.380   744,496.614   MT  1.00033885   +0 49 18.3
 TU3170
 TU3170                          SUPERSEDED SURVEY CONTROL
 TU3170
 TU3170  NAD 83(1986)-  20 30 27.75033(N)    156 39 19.98798(W) AD(       ) 4
 TU3170  OLD HI      -  20 30 39.12000(N)    156 39 30.09000(W) AD(       ) 3
 TU3170
 TU3170.Superseded values are not recommended for survey control.
 TU3170.NGS no longer adjusts projects to the OLD HI datum.
 TU3170.See file dsdata.txt to determine how the superseded data were derived.
 TU3170
 TU3170_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4449769419(NAD 83)
 TU3170
 TU3170  HISTORY     - Date     Condition        Report By
 TU3170  HISTORY     - UNK      MONUMENTED
 TU3170  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU3170
 TU3170                          STATION DESCRIPTION
 TU3170
 TU3170'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3170'NO DESCRIPTION OF THE STATION WAS FURNISHED, BUT A LARGE CAIRN OF
 TU3170'ROCKS WAS FOUND AT THE PROBABLE STATION LOCATION.  THE FOLLOWING
 TU3170'DESCRIPTION CAN BE USED--
 TU3170'
 TU3170'ON THE SW COAST OF KAHOOLAWE, 3/4 MI. NE OF KAHOOLAWE LIGHT, ON
 TU3170'THE BLUFF LINE ON THE W SIDE OF WAIKAHALULU BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3226 ***********************************************************************
 TU3226  DESIGNATION -  KIEI
 TU3226  PID         -  TU3226
 TU3226  STATE/COUNTY-  HI/MAUI
 TU3226  USGS QUAD   -  
 TU3226
 TU3226                         *CURRENT SURVEY CONTROL
 TU3226  ___________________________________________________________________
 TU3226* NAD 83(1993)-  20 47 43.49719(N)    156 58 35.17856(W)     ADJUSTED  
 TU3226* LOCAL TIDAL -       214.3    (meters)     703.     (feet)  VERT ANG  
 TU3226  ___________________________________________________________________
 TU3226  EPOCH DATE  -        1993.62
 TU3226  LAPLACE CORR-           9.18  (seconds)                    DEFLEC99
 TU3226  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU3226
 TU3226  HORZ ORDER  -  SECOND
 TU3226
 TU3226.The horizontal coordinates were established by classical geodetic methods
 TU3226.and adjusted by the National Geodetic Survey in December 1998..
 TU3226.The horizontal coordinates are valid at the epoch date displayed above.
 TU3226.The epoch date for horizontal control is a decimal equivalence
 TU3226.of Year/Month/Day.
 TU3226
 TU3226.The orthometric height was determined by vertical angle observations.
 TU3226
 TU3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3226
 TU3226.The geoid height was determined by GEOID03.
 TU3226
 TU3226;                    North         East     Units Scale Factor Converg.
 TU3226;SPC HI 2     -    51,187.062   467,750.174   MT  0.99997951   -0 06 35.9
 TU3226;UTM  04      - 2,300,826.913   710,624.556   MT  1.00014827   +0 43 07.3
 TU3226
 TU3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3226!SPC HI 2     -   0.99996385  x   0.99997951  =   0.99994336
 TU3226!UTM  04      -   0.99996385  x   1.00014827  =   1.00011211
 TU3226
 TU3226|---------------------------------------------------------------------|
 TU3226| PID    Reference Object                     Distance      Geod. Az  |
 TU3226|                                                           dddmmss.s |
 TU3226| CN5453 KIEI RM 1                             8.630 METERS 23246     |
 TU3226| CN5454 KIEI RM 2                             4.929 METERS 35205     |
 TU3226| TU3228 HONOPU                              APPROX. 3.9 KM 3554917.4 |
 TU3226|---------------------------------------------------------------------|
 TU3226
 TU3226                          SUPERSEDED SURVEY CONTROL
 TU3226
 TU3226  NAD 83(1986)-  20 47 43.45392(N)    156 58 35.14078(W) AD(       ) 2
 TU3226  OLD HI      -  20 47 54.85500(N)    156 58 45.23600(W) AD(       ) 2
 TU3226
 TU3226.Superseded values are not recommended for survey control.
 TU3226.NGS no longer adjusts projects to the OLD HI datum.
 TU3226.See file dsdata.txt to determine how the superseded data were derived.
 TU3226
 TU3226_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1062500827(NAD 83)
 TU3226_MARKER: Z = SEE DESCRIPTION
 TU3226_SETTING: 0 = UNSPECIFIED SETTING
 TU3226
 TU3226  HISTORY     - Date     Condition        Report By
 TU3226  HISTORY     - 1962     MONUMENTED       CGS
 TU3226
 TU3226                          STATION DESCRIPTION
 TU3226
 TU3226'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3226'STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTHWEST OF LANAI
 TU3226'CITY, 1-1/4 MILE NORTHEAST OF THE WHARF AT KAUMALAPAU BAY, AND
 TU3226'1 MILE SOUTHEAST OF KIEI BAY.  AT ABOUT 700 FEET ELEVATION, ON
 TU3226'THE FLAT, GRASSY SLOPE ALONG THE SOUTH SIDE OF KALAMAIKI GULCH
 TU3226'AND 1/4 MILE NORTHWEST OF HIGHWAY 44.
 TU3226'
 TU3226'TO REACH STATION FROM THE JUNCTION OF HIGHWAYS 44 AND 441 AT
 TU3226'THE SOUTH EDGE OF LANAI CITY, GO WEST ON HIGHWAY 44 FOR 2.9
 TU3226'MILES TO SIGN AIRPORT AT PAVED T-INTERSECTION ON LEFT.  CONTINUE
 TU3226'ON THE HIGHWAY, DOWNGRADE, FOR 0.65 MILE TO PAVED FORK
 TU3226'LEFT.  CONTINUE AHEAD ON RIGHT FORK, HIGHWAY 44, FOR 0.75 MILE
 TU3226'TO DIM TRACK ROAD RIGHT, AT EAST END OF GUARD RAIL ON START OF
 TU3226'LONG LEFT CURVE OF HIGHWAY.  GO RIGHT ON DIM TRACK ROAD AND GO
 TU3226'NORTHWEST DOWN-SLOPE FOR 0.3 MILE TO STATION.
 TU3226'
 TU3226'STATION MARK IS A STANDARD DISK STAMPED KIEI 1962, BRAZED TO
 TU3226'THE TOP OF A 1-1/2 INCH IRON PIPE THAT IS SET IN CEMENT AND
 TU3226'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 4 FEET SOUTH OF A WHITE
 TU3226'WITNESS POST.
 TU3226'
 TU3226'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIEI NO 1
 TU3226'1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN
 TU3226'CEMENT AND PROJECTS 6 INCHES ABOVE GROUND.  IT IS ABOUT 2-1/2
 TU3226'FEET LOWER THAN THE STATION MARK.
 TU3226'
 TU3226'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KIEI NO 2
 TU3226'1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN
 TU3226'CEMENT AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS AT SAME
 TU3226'ELEVATION AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2827 ***********************************************************************
 TU2827  DESIGNATION -  KIEIEI 1912
 TU2827  PID         -  TU2827
 TU2827  STATE/COUNTY-  HI/MAUI
 TU2827  USGS QUAD   -  KIPAHULU (1983)
 TU2827
 TU2827                         *CURRENT SURVEY CONTROL
 TU2827  ___________________________________________________________________
 TU2827* NAD 83(1993)-  20 39 59.31716(N)    156 03 31.43994(W)     ADJUSTED  
 TU2827* LOCAL TIDAL -       294.     (meters)     965.     (feet)  SCALED    
 TU2827  ___________________________________________________________________
 TU2827  EPOCH DATE  -        1993.62
 TU2827  LAPLACE CORR-         -11.31  (seconds)                    DEFLEC99
 TU2827  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU2827
 TU2827  HORZ ORDER  -  THIRD
 TU2827
 TU2827.The horizontal coordinates were established by classical geodetic methods
 TU2827.and adjusted by the National Geodetic Survey in December 1998..
 TU2827.The horizontal coordinates are valid at the epoch date displayed above.
 TU2827.The epoch date for horizontal control is a decimal equivalence
 TU2827.of Year/Month/Day.
 TU2827
 TU2827.The orthometric height was scaled from a topographic map.
 TU2827
 TU2827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2827
 TU2827.The geoid height was determined by GEOID03.
 TU2827
 TU2827;                    North         East     Units Scale Factor Converg.
 TU2827;SPC HI 2     -    36,999.911   563,345.205   MT  1.00001624   +0 12 52.4
 TU2827;UTM  04      - 2,288,014.272   806,458.012   MT  1.00076085   +1 02 19.9
 TU2827;UTM  05      - 2,288,240.812   181,294.217   MT  1.00085551   -1 04 49.5
 TU2827
 TU2827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2827!SPC HI 2     -   0.99995132  x   1.00001624  =   0.99996756
 TU2827!UTM  04      -   0.99995132  x   1.00076085  =   1.00071213
 TU2827!UTM  05      -   0.99995132  x   1.00085551  =   1.00080679
 TU2827
 TU2827:                Primary Azimuth Mark                     Grid Az
 TU2827:SPC HI 2     -  KAUKUKANAKA                              116 46 57.8
 TU2827:UTM  04      -  KAUKUKANAKA                              115 57 30.3
 TU2827:UTM  05      -  KAUKUKANAKA                              118 04 39.7
 TU2827
 TU2827|---------------------------------------------------------------------|
 TU2827| PID    Reference Object                     Distance      Geod. Az  |
 TU2827|                                                           dddmmss.s |
 TU2827| TU2820 KAUKUKANAKA                         APPROX. 1.8 KM 1165950.2 |
 TU2827|---------------------------------------------------------------------|
 TU2827
 TU2827                          SUPERSEDED SURVEY CONTROL
 TU2827
 TU2827  NAD 83(1986)-  20 39 59.28646(N)    156 03 31.46145(W) AD(       ) 3
 TU2827  OLD HI      -  20 40 10.78400(N)    156 03 41.81000(W) AD(       ) 3
 TU2827
 TU2827.Superseded values are not recommended for survey control.
 TU2827.NGS no longer adjusts projects to the OLD HI datum.
 TU2827.See file dsdata.txt to determine how the superseded data were derived.
 TU2827
 TU2827_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0645888014(NAD 83)
 TU2827
 TU2827  HISTORY     - Date     Condition        Report By
 TU2827  HISTORY     - 1912     MONUMENTED       HIGS
 TU2827
 TU2827                          STATION DESCRIPTION
 TU2827
 TU2827'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU2827'NEAR SOUTHEASTERN COAST OF MAUI, IN KIPAHULU, ON SOUTHERN
 TU2827'BOUNDARY OF ALAENUI, 1 MILE INLAND, ON RISING GROUND AT NORTH END
 TU2827'OF ROCKY RIDGE.  MARKED BY REDWOOD POST, A BURIED COPPER TRIANGLE
 TU2827'AND ALSO SULPHUR LET INTO ROCK, AND BY A PILE OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3476 ***********************************************************************
 TU3476  DESIGNATION -  KIHAAPILANI RESET
 TU3476  PID         -  TU3476
 TU3476  STATE/COUNTY-  HI/MAUI
 TU3476  USGS QUAD   -  ILIO POINT (1993)
 TU3476
 TU3476                         *CURRENT SURVEY CONTROL
 TU3476  ___________________________________________________________________
 TU3476* NAD 83(1993)-  21 06 09.52463(N)    157 17 44.31239(W)     ADJUSTED  
 TU3476* LOCAL TIDAL -        65.41   (meters)     214.6    (feet)  LEVELING  
 TU3476  ___________________________________________________________________
 TU3476  EPOCH DATE  -        1993.62
 TU3476  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 TU3476  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU3476
 TU3476  HORZ ORDER  -  SECOND
 TU3476  VERT ORDER  -  THIRD ?
 TU3476
 TU3476.The horizontal coordinates were established by classical geodetic methods
 TU3476.and adjusted by the National Geodetic Survey in December 1998..
 TU3476.The horizontal coordinates are valid at the epoch date displayed above.
 TU3476.The epoch date for horizontal control is a decimal equivalence
 TU3476.of Year/Month/Day.
 TU3476
 TU3476.The orthometric height was determined by differential leveling.
 TU3476.The vertical network tie was performed by a horz. field party for horz.
 TU3476.obs reductions. Reset procedures were used to establish the elevation.
 TU3476
 TU3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3476
 TU3476.The geoid height was determined by GEOID03.
 TU3476
 TU3476;                    North         East     Units Scale Factor Converg.
 TU3476;SPC HI 2     -    85,299.495   434,651.161   MT  1.00001942   -0 13 35.3
 TU3476;UTM  04      - 2,334,455.979   677,029.957   MT  0.99998729   +0 36 49.7
 TU3476
 TU3476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3476!SPC HI 2     -   0.99998726  x   1.00001942  =   1.00000668
 TU3476!UTM  04      -   0.99998726  x   0.99998729  =   0.99997455
 TU3476
 TU3476|---------------------------------------------------------------------|
 TU3476| PID    Reference Object                     Distance      Geod. Az  |
 TU3476|                                                           dddmmss.s |
 TU3476| CN5455 KIHAAPILANI RM 1                      5.537 METERS 11012     |
 TU3476| TU3477 LAAU POINT LIGHT                    APPROX. 1.0 KM 2514226.2 |
 TU3476| CN5456 KIHAAPILANI RM 2                      6.121 METERS 28957     |
 TU3476|---------------------------------------------------------------------|
 TU3476
 TU3476                          SUPERSEDED SURVEY CONTROL
 TU3476
 TU3476  NAD 83(1986)-  21 06 09.48288(N)    157 17 44.26846(W) AD(       ) 2
 TU3476  OLD HI      -  21 06 20.92200(N)    157 17 54.39900(W) AD(       ) 2
 TU3476
 TU3476.Superseded values are not recommended for survey control.
 TU3476.NGS no longer adjusts projects to the OLD HI datum.
 TU3476.See file dsdata.txt to determine how the superseded data were derived.
 TU3476
 TU3476_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7703034456(NAD 83)
 TU3476
 TU3476  HISTORY     - Date     Condition        Report By
 TU3476  HISTORY     - 1925     MONUMENTED       CGS
 TU3476  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU3476  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3476
 TU3476                          STATION DESCRIPTION
 TU3476
 TU3476'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU3476'OLD HAWAIIAN GOVERNMENT SURVEY STATION.  NEAR SOUTHWEST POINT
 TU3476'OF MOLOKAI, ON A SMALL SHARP HILL OF SAME NAME ABOUT 1 MILE EAST
 TU3476'OF LAAU POINT.  HILL IS ERODED ON NORTH SIDE SHOWING RED, BUT
 TU3476'REMAINDER IS GRASS COVERED.  IN 1915 THE LAAU POINT LIGHT BORE
 TU3476'S. 60 DEG W. 1,040 METERS.  AROUND THE STATION IS A WALL WHICH
 TU3476'WAS WHITE-WASHED, AS WERE MANY BOWLDERS LYING ABOUT.  IN 1915
 TU3476'NO POST WAS FOUND, ONLY A SHORT SECTION OF PIPE EMBEDDED IN THE
 TU3476'DIRT WAS IN APPROXIMATE POSITION WITH REGARD TO THREE
 TU3476'REFERENCE MARKS ON HEAVY BOWLDERS.  MARK WAS SET BY THEM, AS
 TU3476'FOLLOWS--NO. 1, 6.22 FEET.  NO. 2, 4.35 FEET.  NO.
 TU3476'3, 6.0 FEET.  DISTANCES BETWEEN REFERENCE MARKS AS
 TU3476'FOLLOWS--NOS. 1 TO 2, 10.64 FEET.  NOS. 2 TO 3, 8.05 FEET.
 TU3476'AND NOS. 3 TO 1, 8.4 FEET.  IN 1925 STATION RE-MARKED WITH
 TU3476'STANDARD UNITED STATES COAST AND GEODETIC SURVEY STATION
 TU3476'MARK SET IN A CONCRETE MONUMENT STANDING 1 FOOT ABOVE
 TU3476'GROUND.
 TU3476
 TU3476                          STATION RECOVERY (1962)
 TU3476
 TU3476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3476'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  TWO
 TU3476'REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3476'
 TU3476'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES WEST-SOUTHWEST
 TU3476'OF THE VILLAGE OF MAUNA LOA, 1 MILE EAST OF LAAU POINT AND 0.6
 TU3476'MILE EAST-NORTHEAST OF THE PAAU POINT LIGHTHOUSE, ON A
 TU3476'LOW, RED, ROCKY KNOLL OF ABOUT 212 FEET ELEVATION.
 TU3476'
 TU3476'TO REACH FROM THE POST OFFICE IN MAUNA LOA, GO WEST ON STATE
 TU3476'HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD SHARP LEFT, AFTER
 TU3476'ROUNDING A RIGHT CURVE IN THE HIGHWAY.  TURN LEFT AND GO
 TU3476'SOUTHWEST FOR 1.0 MILE TO A T-JUNCTION.  TURN RIGHT AND GO WEST
 TU3476'ON WIDE GRADED ROAD FOR 0.4 MILE TO A FORK.  CONTINUE WEST ON
 TU3476'RIGHT FORK FOR 0.25 MILE TO STATION POHAKULOA ON THE
 TU3476'RIGHT.  CONTINUE WESTERLY ON GRADED ROAD FOR 1.05 MILES, CROSS
 TU3476'WASH AND CONTINUE WEST ON ROAD ALONG FENCE LINE FOR 0.5 MILE
 TU3476'TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.4
 TU3476'MILE TO A T-INTERSECTION JUST LEFT OF A CATTLEGUARD.  TURN
 TU3476'LEFT AND FOLLOW WIDE SAND ROAD FOR 1.7 MILES TO A TRACK ROAD
 TU3476'RIGHT, AT TOP OF GRADE.  TURN RIGHT AND GO WESTERLY FOR 0.65
 TU3476'MILE TO A FORK.  TAKE LEFT FORK FOR 0.15 MILE TO A
 TU3476'CROSSROAD AT A STAKE.  TURN LEFT FOR 20 YARDS THEN
 TU3476'TAKE RIGHT FORK AND GO SOUTHWESTERLY ON MAIN ROAD FOR 0.6
 TU3476'MILE TO GROVE OF TREES ON RIGHT, WHERE FENCE ON LEFT BEGINS
 TU3476'TO BEAR AWAY FROM ROAD.  CONTINUE AHEAD ON MAIN
 TU3476'ROAD FOR 1.2 MILE TO TWO CISTERNS ON LEFT.  CONTINUE AHEAD FOR
 TU3476'0.25 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.15 MILE TO 2
 TU3476'TRIANGLES BLAZES ON TREES ON LEFT.  TURN RIGHT, LEAVING ROAD,
 TU3476'AND GO NORTHERLY THROUGH TREES FOR 50 YARDS TO ROCKY
 TU3476'KNOLL AND STATION.
 TU3476'
 TU3476'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF
 TU3476'AN 8-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 8 INCHES
 TU3476'ABOVE GROUND.  IT IS 5.1 FEET EAST-NORTHEAST OF A WHITE WITNESS
 TU3476'POST.
 TU3476'
 TU3476'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIHAAPILANI
 TU3476'NO 1 1926 1962, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER
 TU3476'THAT PROJECTS ABOUT 3 FEET ABOVE GROUND.  IT IS ON THE
 TU3476'SOUTHEAST END OF THE KNOLL AND AT ABOUT THE SAME ELEVATION AS
 TU3476'THE STATION.
 TU3476'
 TU3476'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KIHAAPILANI
 TU3476'NO 2 1926 1962, CEMENTED IN A DRILL HOLE IN A LARGE BEDROCK
 TU3476'OUTCROP THAT PROJECTS ABOUT 3 FEET ABOVE GROUND.  IT IS ON THE
 TU3476'WEST POINT OF THE KNOLL AND ABOUT 2 FEET LOWER THAN THE STATION.
 TU3476'
 TU3476'NOTE--KEY TO LOCKED GATE MAY BE OBTAINED FROM THE MOLOKAI
 TU3476'RANCH OFFICE IN KAUNAKAKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2326 ***********************************************************************
 TU2326  DESIGNATION -  KIHE
 TU2326  PID         -  TU2326
 TU2326  STATE/COUNTY-  HI/HAWAII
 TU2326  USGS QUAD   -  UMIKOA (1982)
 TU2326
 TU2326                         *CURRENT SURVEY CONTROL
 TU2326  ___________________________________________________________________
 TU2326* NAD 83(1993)-  19 53 59.12640(N)    155 23 32.70325(W)     ADJUSTED  
 TU2326* LOCAL TIDAL -      2383.7    (meters)    7821.     (feet)  VERT ANG  
 TU2326  ___________________________________________________________________
 TU2326  EPOCH DATE  -        1993.62
 TU2326  LAPLACE CORR-         -13.41  (seconds)                    DEFLEC99
 TU2326  GEOID HEIGHT-          24.16  (meters)                     GEOID03
 TU2326
 TU2326  HORZ ORDER  -  SECOND
 TU2326
 TU2326.The horizontal coordinates were established by classical geodetic methods
 TU2326.and adjusted by the National Geodetic Survey in December 1998..
 TU2326.The horizontal coordinates are valid at the epoch date displayed above.
 TU2326.The epoch date for horizontal control is a decimal equivalence
 TU2326.of Year/Month/Day.
 TU2326
 TU2326.The orthometric height was determined by vertical angle observations.
 TU2326
 TU2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2326
 TU2326.The geoid height was determined by GEOID03.
 TU2326
 TU2326;                    North         East     Units Scale Factor Converg.
 TU2326;SPC HI 1     -   118,049.082   511,264.927   MT  0.99996823   +0 02 11.8
 TU2326;UTM  05      - 2,202,169.180   249,526.274   MT  1.00037550   -0 48 53.1
 TU2326
 TU2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2326!SPC HI 1     -   0.99962165  x   0.99996823  =   0.99958989
 TU2326!UTM  05      -   0.99962165  x   1.00037550  =   0.99999700
 TU2326
 TU2326|---------------------------------------------------------------------|
 TU2326| PID    Reference Object                     Distance      Geod. Az  |
 TU2326|                                                           dddmmss.s |
 TU2326| CN5457 KIHE RM 1                            12.173 METERS 08851     |
 TU2326| TU2296 KALEPA RESET                        APPROX. 3.4 KM 1234657.3 |
 TU2326| CN5458 KIHE RM 2                             8.212 METERS 18312     |
 TU2326| TU2329 KOLE N                              APPROX. 6.2 KM 2535725.6 |
 TU2326|---------------------------------------------------------------------|
 TU2326
 TU2326                          SUPERSEDED SURVEY CONTROL
 TU2326
 TU2326  NAD 83(1986)-  19 53 59.09725(N)    155 23 32.72096(W) AD(       ) 2
 TU2326  OLD HI      -  19 54 10.08600(N)    155 23 42.71300(W) AD(       ) 2
 TU2326
 TU2326.Superseded values are not recommended for survey control.
 TU2326.NGS no longer adjusts projects to the OLD HI datum.
 TU2326.See file dsdata.txt to determine how the superseded data were derived.
 TU2326
 TU2326_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4952602169(NAD 83)
 TU2326
 TU2326  HISTORY     - Date     Condition        Report By
 TU2326  HISTORY     - 1876     MONUMENTED       HIGS
 TU2326  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2326  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2326  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2326
 TU2326                          STATION DESCRIPTION
 TU2326
 TU2326'DESCRIBED BY HAWAII GEODETIC SURVEY 1876
 TU2326'IN NORTHERN PART OF HAWAII, ON NORTHEAST SLOPE OF MAUNA KEA, ON
 TU2326'NORTHWEST SIDE OF KIHE CRATER.  MARKED BY A MAMANE POST IN THE
 TU2326'CENTER OF A PLATFORM OF STONE, 5 FEET HIGH AND 8 FEET SQUARE.  A
 TU2326'CROSS CUT ON A STONE IN SITU BEARS 38 DEG (MAGNETIC), DISTANT
 TU2326'96 FEET.
 TU2326
 TU2326                          STATION RECOVERY (1938)
 TU2326
 TU2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2326'LOCATION OF STATION--IN THE NORTHERN PART OF HAWAII ON THE
 TU2326'NORTHWEST CRATER RIM OF THE HILL CALLED PUU KIHE.  THIS HILL IS
 TU2326'SITUATED ON THE NORTHEAST SLOPE OF MAUNA KEA AT THE UPPER LIMITS
 TU2326'OF KUKAIAU RANCH.
 TU2326'
 TU2326'OLD MARK FOUND--THE ORIGINAL MAMANE POST MARKING THE STATION COULD
 TU2326'NOT BE FOUND BUT A 1-1/2 INCH PIPE IN CONCRETE SET IN THE MIDDLE
 TU2326'OF THE LARGE ROCK PILE WHICH COVERED THE ORIGINAL STATION WAS
 TU2326'FOUND.  THIS MARK WAS SET BY JAS. B. MANN PRIVATE SURVEYOR, AND
 TU2326'HAS BEEN ADOPTED SINCE THE ONLY TIE MARK ESTABLISHED IN 1876 HAS
 TU2326'BEEN DESTROYED PRESUMABLY BY WILD PIGS WHICH HAVE UPROOTED THE
 TU2326'GROUNDS SURROUNDING THE STATION.
 TU2326'
 TU2326'NEW STATION MARK--H.T.S. TYPE D MONUMENT.
 TU2326
 TU2326                          STATION RECOVERY (1949)
 TU2326
 TU2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2326'THE ORIGINAL STATION, A MAMANE POST IN THE CENTER OF A PLATFORM OF
 TU2326'STONE, 5 FEET HIGH AND 8 FEET SQUARE.  WAS NOT RECOVERED.  IN 1938
 TU2326'THE HAWAII TERRITORY SURVEY WROTE THE FOLLOWING NOTES ON THIS
 TU2326'STATION.  THE ORIGINAL MAMANE POST MARKING THE STATION COULD NOT
 TU2326'BE FOUND BUT A 1-1/2 INCH IRON PIPE IN CONCRETE SET IN THE MIDDLE
 TU2326'OF A LARGE ROCK PILE WHICH COVERED THE ORIGINAL STATION WAS
 TU2326'FOUND.  THIS MARK WAS SET BY JAS. B. MANN PRIVATE SURVEYOR,
 TU2326'AND HAS BEEN ADOPTED SINCE THE ONLY TIE MARK ESTABLISHED IN 1876
 TU2326'HAS BEEN DESTROYED PRESUMABLY BY WILD PIGS WHICH HAVE UPROOTED
 TU2326'THE GROUNDS SURROUNDING THE STATION.  IN 1938 THE TERRITORY
 TU2326'SURVEY SURROUNDED THIS STATION WITH A TRIANGULAR SLAB OF
 TU2326'CONCRETE, 6 FEET ON EACH SIDE, LEAVING THE 1-1/2 INCH PIPE
 TU2326'EXPOSED TO VIEW.  THIS MARK WAS RECOVERED IN GOOD CONDITION.
 TU2326'THE REFERENCE MARK WAS NOT RECOVERED.  TWO REFERENCE
 TU2326'MARKS WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 TU2326'
 TU2326'THE STATION IS LOCATED ON THE NORTHEAST SLOPE OF MAUNA KEA, ON
 TU2326'THE NORTHWEST RIM OF KIHE CRATER, ABOUT 10 MILES SOUTH SOUTHWEST
 TU2326'OF PAAUILO, ABOUT 6 MILES SOUTH SOUTH OF THE KUKAIAU RANCH
 TU2326'HEADQUARTERS, ABOUT 0.2 MILE NORTH OF THE PUU KIHE RANCH HOUSE AND
 TU2326'ABOUT 0.1 MILE NORTHWEST OF A TRACK ROAD.  HIGHER GROUND IS ABOUT
 TU2326'200 FEET SOUTHWEST OF THE STATION.
 TU2326'
 TU2326'TO REACH FROM THE POST OFFICE AT HILO, GO NORTHERLY, ON THE ROAD
 TU2326'TOWARD HONOKAA, FOR 26.3 MILES.  PASS THE PAPAALOA POST OFFICE AND
 TU2326'CONTINUE NORTHERLY, TOWARD HONAKAA, FOR 12.2 MILES TO TELEPHONE
 TU2326'POLE NUMBER 176.
 TU2326'
 TU2326'TURN LEFT, AND GO SOUTH AND WEST, TOWARD THE KUHAIAU RANCH FOR 4.1
 TU2326'MILES.  PASS THROUGH A BOARD GATE AND CONTINUE WESTERLY FOR 3.2
 TU2326'MILES.  PASS TO THE RIGHT HAND SIDE OF THE RANCH GARAGE AND
 TU2326'CONTINUE WESTERLY FOR 0.2 MILE.  PASS THROUGH THE CORRAL AND
 TU2326'CONTINUE WESTERLY, ON A POOR TRACK ROAD, FOR 1.2 MILES.
 TU2326'PASS TO THE RIGHT HAND SIDE OF TWO LARGE WATER TANKS AND
 TU2326'CONTINUE SOUTHWEST FOR 2.7 MILES.  TURN LEFT, AS PER THE SIGN
 TU2326'READING KEANKOLU, AND GO SOUTHERLY FOR 0.35 MILE.  PASS
 TU2326'THROUGH A BOARD GATE AND CONTINUE SOUTH FOR 0.2 MILE.  TURN
 TU2326'RIGHT AND GO SOUTHWESTERLY FOR 0.55 MILE.  PASS TO THE RIGHT
 TU2326'HAND SIDE OF A LARGE RAIN SHED AND FOLLOW THE DIM TRACK ROAD,
 TU2326'SOUTHWESTERLY, FOR 2.6 MILES TO A BOARD GATE AND THE END OF TRUCK
 TU2326'TRAVEL.  FROM THIS POINT PACK NORTHERLY FOR ABOUT 0.1 MILE TO THE
 TU2326'SUMMIT OF THE NORTHWESTERN RIM OF THE CRATER AND THE STATION.
 TU2326'WATER CAN BE OBTAINED FROM THE RANCH HOUSE 0.2 MILE SOUTH OF THE
 TU2326'STATION.
 TU2326'
 TU2326'THE STATION IS THE CENTER OF A 1-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2326'ABOUT 2 INCHES ABOVE AN IRRIGULAR MASS OF CONCRETE WHICH IS FLUSH
 TU2326'WITH THE SURFACE OF THE GROUND.
 TU2326'
 TU2326'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU KIHE 02
 TU2326'1949, SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 FOOT IN
 TU2326'DIAMETER AND 2.9 METERS LOWER THAN THE STATION.
 TU2326'
 TU2326'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED 01 1949, SET
 TU2326'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 FEET IN DIAMETER AND
 TU2326'PROJECTS ABOUT 3 FEET.  IT IS LOCATED 1.37 METERS HIGHER THAN THE
 TU2326'STATION.
 TU2326
 TU2326                          STATION RECOVERY (1966)
 TU2326
 TU2326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2326'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2326'COMPLETE DESCRIPTION FOLLOWS--
 TU2326'
 TU2326'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF LAUPAHOEHOE, 5-1/2
 TU2326'MILES SOUTH OF THE KUKAIAU RANCH HEADQUARTERS IN UMIKOA VILLAGE,
 TU2326'AND 0.2 MILE NORTH OF THE OLD PUU KIHE RANCH BUILDINGS, ON THE
 TU2326'NORTHWEST RIM OF KIHE CRATER, A BARE, GRASSY HILL OF ABOUT 7821
 TU2326'FEET ELEVATION.
 TU2326'
 TU2326'TO REACH STATION FROM THE POST OFFICE AT LAUPAHOEHOE, GO NORTHWEST
 TU2326'FOR 0.1 MILE.  TURN LEFT, AND CONTINUE NORTHWEST, ON STATE HIGHWAY
 TU2326'19, FOR 9.3 MILES TO TELEPHONE POLE 176 ON LEFT.  TURN SHARP LEFT
 TU2326'AND GO 6.5 MILES TO KUKAIAU RANCH BUILDINGS.  CONTINUE WEST FOR
 TU2326'0.1 MILE.  PASS THROUGH BOARD GATE AND CONTINUE ON TRACK ROAD,
 TU2326'TOWARDS MOUNTAIN, FOR 0.8 MILE TO BOARD GATE.  PASS THROUGH GATE
 TU2326'AND CONTINUE FOR 1.1 MILES.  PASS THROUGH A BOARD GATE AND
 TU2326'CONTINUE FOR 0.65 MILE TO BOARD GATE BY WOODEN TANK.  PASS THROUGH
 TU2326'GATE AND CONTINUE FOR 1.2 MILES TO GATE AT A T-FENCE
 TU2326'INTERSECTION.  PASS THROUGH GATE AND GO 0.05 MILE TO SIDE ROAD
 TU2326'RIGHT AND SIGN HANAIPOE 5 MI. KEANAHOLU 5.5.  CONTINUE AHEAD FOR
 TU2326'0.7 MILE TO FORK.  TAKE RIGHT FORK AND GO SOUTH 0.75 MILE TO
 TU2326'BOARD GATE ABOVE LARGE RAIN SHED AND TANKS.  PASS THROUGH GATE
 TU2326'AND CONTINUE FOR 2.2 MILES TO FORK NEAR LARGE TANK AND
 TU2326'CATCHMENT BASINS AT SOUTHWEST BASE OF STATION HILL.  TAKE
 TU2326'LEFT FORK AND GO EAST 0.15 MILE TO END OF TRUCK TRAVEL BY
 TU2326'CINDER QUARRY.  PACK NORTH UP AND ALONG HILL ABOUT 200 YARDS
 TU2326'TO STATION.  NOTE--A 4-WHEEL-DRIVE TRUCK IS REQUIRED AFTER
 TU2326'LEAVING RANCH HEADQUARTERS.
 TU2326'
 TU2326'STATION MARK IS THE CENTER OF A 1-1/2-INCH IRON PIPE THAT PROJECTS
 TU2326'1 INCH FROM THE CENTER OF A TRIANGULAR CONCRETE PLATFORM 7 FEET
 TU2326'ON EACH SIDE AND FLUSH WITH GROUND.  A 2-1/2-INCH IRON PIPE IS
 TU2326'MOUNTED VERTICALLY OVER THE MARK, SUPPORTED BY 3 IRON LEGS
 TU2326'EMBEDDED IN THE CONCRETE PLATFORM, AND HOLDS A METAL TARGET 7 FEET
 TU2326'TALL.  STATION IS ABOUT 280 FEET NORTH OF HIGHEST POINT
 TU2326'OF THE HILL.
 TU2326'
 TU2326'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU KIHE HGS
 TU2326'NO 1 1949, CEMENTED IN A DRILL HOLE IN AN 18-INCH, POINTED,
 TU2326'TRIANGULAR ROCK OUTCROP THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS
 TU2326'ABOUT 4-1/2 FEET LOWER THAN STATION MARK.
 TU2326'
 TU2326'REFERENCE MARK NUMBER TWO IS A STANDARD DISK CEMENTED IN A DRILL
 TU2326'HOLE IN A LARGE, RED, LAVA OUTCROP 7 FEET IN DIAMETER AND
 TU2326'PROJECTING 3 FEET.  IT IS ABOUT 4-1/2 FEET HIGHER THAN STATION
 TU2326'MARK.  STAMPED KIHE HGS NO 2 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2986 ***********************************************************************
 TU2986  DESIGNATION -  KIHEI RADIO STA WWVH MAST
 TU2986  PID         -  TU2986
 TU2986  STATE/COUNTY-  HI/MAUI
 TU2986  USGS QUAD   -  MAALAEA (1996)
 TU2986
 TU2986                         *CURRENT SURVEY CONTROL
 TU2986  ___________________________________________________________________
 TU2986* NAD 83(1993)-  20 45 51.42843(N)    156 27 33.51877(W)     ADJUSTED  
 TU2986* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU2986  ___________________________________________________________________
 TU2986  EPOCH DATE  -        1993.62
 TU2986  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 TU2986  GEOID HEIGHT-          16.53  (meters)                     GEOID03
 TU2986
 TU2986  HORZ ORDER  -  THIRD
 TU2986
 TU2986.The horizontal coordinates were established by classical geodetic methods
 TU2986.and adjusted by the National Geodetic Survey in December 1998..
 TU2986.The horizontal coordinates are valid at the epoch date displayed above.
 TU2986.The epoch date for horizontal control is a decimal equivalence
 TU2986.of Year/Month/Day.
 TU2986
 TU2986.The orthometric height was scaled from a topographic map.
 TU2986
 TU2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2986
 TU2986.The geoid height was determined by GEOID03.
 TU2986
 TU2986;                    North         East     Units Scale Factor Converg.
 TU2986;SPC HI 2     -    47,723.521   521,591.857   MT  0.99997243   +0 04 24.6
 TU2986;UTM  04      - 2,298,141.098   764,528.492   MT  1.00046487   +0 54 04.5
 TU2986
 TU2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2986!SPC HI 2     -   0.99999662  x   0.99997243  =   0.99996905
 TU2986!UTM  04      -   0.99999662  x   1.00046487  =   1.00046148
 TU2986
 TU2986:                Primary Azimuth Mark                     Grid Az
 TU2986:SPC HI 2     -  TOWER 1931                               282 22 46.5
 TU2986:UTM  04      -  TOWER 1931                               281 33 06.6
 TU2986
 TU2986|---------------------------------------------------------------------|
 TU2986| PID    Reference Object                     Distance      Geod. Az  |
 TU2986|                                                           dddmmss.s |
 TU2986| TU3094 TOWER 1931                          APPROX. 6.8 KM 2822711.1 |
 TU2986|---------------------------------------------------------------------|
 TU2986
 TU2986                          SUPERSEDED SURVEY CONTROL
 TU2986
 TU2986  NAD 83(1986)-  20 45 51.39469(N)    156 27 33.50758(W) AD(       ) 3
 TU2986  OLD HI      -  20 46 02.90800(N)    156 27 43.65600(W) AD(       ) 3
 TU2986
 TU2986.Superseded values are not recommended for survey control.
 TU2986.NGS no longer adjusts projects to the OLD HI datum.
 TU2986.See file dsdata.txt to determine how the superseded data were derived.
 TU2986
 TU2986_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6452898141(NAD 83)
 TU2986
 TU2986  HISTORY     - Date     Condition        Report By
 TU2986  HISTORY     - 1950     MONUMENTED       CGS
 TU2986  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2986  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2986  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU2986
 TU2986                          STATION DESCRIPTION
 TU2986
 TU2986'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2986'THE STATION IS THE RED LIGHT ON THE SUMMIT OF THE ANTENNA OF THE
 TU2986'WWVH RADIO STATION (BUREAU OF STANDARDS) WHICH IS LOCATED IN THE
 TU2986'SOUTHERLY END OF THE VILLAGE OF KIHEI.
 TU2986'
 TU2986'THE ANTENNA RISES FROM THE ROOF OF THE TRANSMITTER HOUSE AND
 TU2986'SHOULD NOT BE CONFUSED WITH A NUMBER OF LOWER ANTENNAS WHICH
 TU2986'ARE SCATTERED ABOUT THE VICINITY.  IT IS 85 FEET IN HEIGHT.
 TU2986
 TU2986                          STATION RECOVERY (1961)
 TU2986
 TU2986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2986'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE METAL PIPE
 TU2986'MAST WHICH RISES FROM THE CENTER OF THE CUPOLA OF THE YELLOW
 TU2986'FRAME BUILDING NOW USED AS OFFICE AND LIVING QUARTERS BY THE
 TU2986'U.S. BUREAU OF STANDARDS.
 TU2986'
 TU2986'IT IS 1.25 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE
 TU2986'AT KIHEI.
 TU2986
 TU2986                          STATION RECOVERY (1969)
 TU2986
 TU2986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2986'THE MAST HAS BEEN REMOVED, HOWEVER THE WWVH BUILDING REMAINS,
 TU2986'AND THE MAST WAS IN EXACT CENTER OF ROOF.
 TU2986'
 TU2986'LOCATED AT THE NATIONAL BUREAU OF STANDARDS RADIO STATION
 TU2986'WWVH SITE, ABOUT 1-1/4 MILES SOUTH OF THE POST OFFICE AT KIHEI,
 TU2986'ALONG WEST SIDE OF HIGHWAY.
 TU2986'
 TU2986'THE BUILDING IS A LARGE, SQUARE, BROWN, WOODEN STRUCTURE, ABOUT
 TU2986'40 FEET HIGH.  THE ANTENNA WAS A LARGE-DIAMETER, IRON PIPE
 TU2986'RUNNING UP FROM THE FLOOR, THROUGH CENTER OF ROOF.  IT WAS CUT
 TU2986'OFF AT ROOF LEVEL WITH ACETYLINE TORCH.  THE LOWER PART, FROM
 TU2986'ROOF DOWN TO FLOOR STILL REMAINS.
 TU2986
 TU2986                          STATION RECOVERY (1999)
 TU2986
 TU2986'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2984 ***********************************************************************
 TU2984  DESIGNATION -  KIHEI RESET
 TU2984  PID         -  TU2984
 TU2984  STATE/COUNTY-  HI/MAUI
 TU2984  USGS QUAD   -  MAALAEA (1996)
 TU2984
 TU2984                         *CURRENT SURVEY CONTROL
 TU2984  ___________________________________________________________________
 TU2984* NAD 83(1993)-  20 46 41.18907(N)    156 27 26.88790(W)     ADJUSTED  
 TU2984* LOCAL TIDAL -        10.     (meters)      33.     (feet)  SCALED    
 TU2984  ___________________________________________________________________
 TU2984  EPOCH DATE  -        1993.62
 TU2984  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 TU2984  GEOID HEIGHT-          16.49  (meters)                     GEOID03
 TU2984
 TU2984  HORZ ORDER  -  THIRD
 TU2984
 TU2984.The horizontal coordinates were established by classical geodetic methods
 TU2984.and adjusted by the National Geodetic Survey in December 1998..
 TU2984.No horizontal observational check was made to the station.
 TU2984.The horizontal coordinates are valid at the epoch date displayed above.
 TU2984.The epoch date for horizontal control is a decimal equivalence
 TU2984.of Year/Month/Day.
 TU2984
 TU2984.The orthometric height was scaled from a topographic map.
 TU2984
 TU2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2984
 TU2984.The geoid height was determined by GEOID03.
 TU2984
 TU2984;                    North         East     Units Scale Factor Converg.
 TU2984;SPC HI 2     -    49,254.059   521,781.673   MT  0.99997253   +0 04 27.2
 TU2984;UTM  04      - 2,299,674.974   764,696.253   MT  1.00046596   +0 54 09.0
 TU2984
 TU2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2984!SPC HI 2     -   0.99999584  x   0.99997253  =   0.99996837
 TU2984!UTM  04      -   0.99999584  x   1.00046596  =   1.00046179
 TU2984
 TU2984|---------------------------------------------------------------------|
 TU2984| PID    Reference Object                     Distance      Geod. Az  |
 TU2984|                                                           dddmmss.s |
 TU2984| CN5459 KIHEI RM 1                            4.685 METERS 10419     |
 TU2984| TU3094 TOWER 1931                          APPROX. 6.8 KM 2692552.8 |
 TU2984|---------------------------------------------------------------------|
 TU2984
 TU2984                          SUPERSEDED SURVEY CONTROL
 TU2984
 TU2984  NAD 83(1986)-  20 46 41.15483(N)    156 27 26.87671(W) AD(       ) 3
 TU2984  OLD HI      -  20 46 52.68200(N)    156 27 37.02700(W) AD(       ) 3
 TU2984
 TU2984.Superseded values are not recommended for survey control.
 TU2984.NGS no longer adjusts projects to the OLD HI datum.
 TU2984.See file dsdata.txt to determine how the superseded data were derived.
 TU2984
 TU2984_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6469699675(NAD 83)
 TU2984
 TU2984  HISTORY     - Date     Condition        Report By
 TU2984  HISTORY     - 1968     MONUMENTED       CGS
 TU2984  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2984
 TU2984                          STATION DESCRIPTION
 TU2984
 TU2984'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2984'AFTER ESTABLISHING A TRIAL POINT IN THE VICINITY BY TRIANGULATION
 TU2984'FROM STATIONS PUU HONA, MAUI SOUTH BASE, AND MC GREGOR POINT LIGHT
 TU2984'1950, A MARK CONSISTING OF A 4-INCH CROSS CHISELED IN A ROCK,
 TU2984'BELOW GROUND SURFACE WAS RECOVERED AT THE DISTANCE AND ANGLE
 TU2984'INDICATED BY INVERSE FROM THE TRIAL POINT.  AN ANGLE CHECK, WITH
 TU2984'INSTRUMENT SET OVER THE CROSS, PROVED THIS TO BE THE OLD
 TU2984'STATION.  STATION WAS THEN MARKED WITH A STANDARD DISK, AND 1
 TU2984'REFERENCE MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 TU2984'FOLLOWS--
 TU2984'
 TU2984'STATION IS LOCATED ABOUT 1/2-MILE SOUTHEAST OF THE KIHEI POST
 TU2984'OFFICE AND 700 FEET EAST-NORTHEAST OF KENOLIO STREET, NEAR THE
 TU2984'CENTER OF A LONG, NARROW PLOT OF LAND, ON THE WEST SLOPE OF A
 TU2984'SLIGHT, BOULDER-COVERED KNOLL.
 TU2984'
 TU2984'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTHEAST ON
 TU2984'KENOLIO STREET FOR 0.65 MILE.  TURN LEFT INTO DRIVEWAY OF HOME
 TU2984'AND FOLLOW TRACK ROAD FOR 0.15 MILE TO STATION.
 TU2984'
 TU2984'STATION MARK IS A STANDARD DISK STAMPED KIHEI 1900 1968, CEMENTED
 TU2984'IN A DRILL HOLE, AT CENTER OF OLD CHISELED CROSS, IN THE TOP OF
 TU2984'AN 8-INCH BOULDER FLUSH WITH GROUND.  IT IS 12 FEET SOUTHWEST OF
 TU2984'A ROW OF GUAVA TREES, 83 FEET SOUTHEAST OF THE END TREE OF A LONG
 TU2984'ROW OF MANGO TREES, 156.0 FEET SOUTH OF NORTH BOUNDARY FENCE OF
 TU2984'THE PROPERTY, AND 554.0 FEET DUE WEST OF POWER POLE NO. 9, WHICH
 TU2984'SETS AT THE SOUTHEAST CORNER OF THE PROPERTY ALONG KIHEI
 TU2984'HEIGHTS RD.
 TU2984'
 TU2984'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIHEI 1900
 TU2984'NO 1 1968, CEMENTED IN A DRILL HOLE IN A FLAT, 5-FOOT-DIAMETER
 TU2984'BOULDER THAT PROJECTS 1 FOOT FROM GROUND.  IT SETS IN THE ROW OF
 TU2984'GUAVA TREES AND IS 1 FOOT HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0907 ***********************************************************************
 TU0907  DESIGNATION -  KIKALAPUU
 TU0907  PID         -  TU0907
 TU0907  STATE/COUNTY-  HI/MAUI
 TU0907  USGS QUAD   -  KILOHANA (1983)
 TU0907
 TU0907                         *CURRENT SURVEY CONTROL
 TU0907  ___________________________________________________________________
 TU0907* NAD 83(1993)-  20 46 55.59661(N)    156 19 37.88000(W)     ADJUSTED  
 TU0907* LOCAL TIDAL -       755.264  (meters)    2477.90   (feet)  ADJUSTED  
 TU0907  ___________________________________________________________________
 TU0907  EPOCH DATE  -        1993.62
 TU0907  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 TU0907  GEOID HEIGHT-          17.02  (meters)                     GEOID03
 TU0907
 TU0907  HORZ ORDER  -  FIRST
 TU0907  VERT ORDER  -  FIRST     CLASS I
 TU0907
 TU0907.The horizontal coordinates were established by classical geodetic methods
 TU0907.and adjusted by the National Geodetic Survey in December 1998..
 TU0907.The horizontal coordinates are valid at the epoch date displayed above.
 TU0907.The epoch date for horizontal control is a decimal equivalence
 TU0907.of Year/Month/Day.
 TU0907
 TU0907.The orthometric height was determined by differential leveling
 TU0907.and adjusted by the National Geodetic Survey in December 2003..
 TU0907.No vertical observational check was made to the station.
 TU0907
 TU0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0907
 TU0907.The geoid height was determined by GEOID03.
 TU0907
 TU0907;                    North         East     Units Scale Factor Converg.
 TU0907;SPC HI 2     -    49,720.180   535,345.587   MT  0.99998210   +0 07 13.6
 TU0907;UTM  04      - 2,300,337.503   778,259.251   MT  1.00055699   +0 56 56.3
 TU0907
 TU0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0907!SPC HI 2     -   0.99987863  x   0.99998210  =   0.99986073
 TU0907!UTM  04      -   0.99987863  x   1.00055699  =   1.00043555
 TU0907
 TU0907|---------------------------------------------------------------------|
 TU0907| PID    Reference Object                     Distance      Geod. Az  |
 TU0907|                                                           dddmmss.s |
 TU0907| CN5463 KIKALAPUU RM 4                       22.280 METERS 01613     |
 TU0907| CN5460 KIKALAPUU RM 1                       21.159 METERS 01812     |
 TU0907| TU0908 KIKALAPUU 2 RM 5                    112.201 METERS 12000     |
 TU0907| TU0906 KIKALAPUU 2                         108.500 METERS 12113     |
 TU0907| TU2966 WAIAKOA HOLY GHOST CATH CHURCH      APPROX. 2.1 KM 1800533.6 |
 TU0907| CN5461 KIKALAPUU RM 2                        9.892 METERS 28244     |
 TU0907| CN5462 KIKALAPUU RM 3                        9.916 METERS 28301     |
 TU0907|---------------------------------------------------------------------|
 TU0907
 TU0907                          SUPERSEDED SURVEY CONTROL
 TU0907
 TU0907  NAD 83(1986)-  20 46 55.55938(N)    156 19 37.87663(W) AD(       ) 1
 TU0907  OLD HI      -  20 47 07.08100(N)    156 19 48.00600(W) AD(       ) 1
 TU0907
 TU0907.Superseded values are not recommended for survey control.
 TU0907.NGS no longer adjusts projects to the OLD HI datum.
 TU0907.See file dsdata.txt to determine how the superseded data were derived.
 TU0907
 TU0907_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7825900338(NAD 83)
 TU0907_MARKER: DS = TRIANGULATION STATION DISK
 TU0907_SETTING: 66 = SET IN ROCK OUTCROP
 TU0907_SP_SET: SET IN ROCK OUTCROP
 TU0907_STAMPING: KIKALAPUU 1950
 TU0907_MARK LOGO: NONE  
 TU0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0907+STABILITY: POSITION/ELEVATION WELL
 TU0907
 TU0907  HISTORY     - Date     Condition        Report By
 TU0907  HISTORY     - 1950     MONUMENTED       CGS
 TU0907  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0907  HISTORY     - 19790605 GOOD             NGS
 TU0907
 TU0907                          STATION DESCRIPTION
 TU0907
 TU0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU0907'LOCATED IN THE WEST PART OF EAST MAUI IN THE MAKAWAU DISTRICT,
 TU0907'ALONG THE KAHULUI-WAIAKOA HIGHWAY, ABOUT 1.5 MILES NORTH OF THE
 TU0907'WAIAKOA POST OFFICE, ON THE WEST END OF A LOW BARE RIDGE WEST
 TU0907'OF THE HIGHWAY.  ON PROPERTY OF H.W. RICE.
 TU0907'
 TU0907'STATION IS A STANDARD DISK SET IN THE CENTER OF A CROSS IN
 TU0907'A BURIED BOULDER PROJECTING TWO INCHES ABOVE THE GROUND, STAMPED
 TU0907'KIKALAPUU 1950.  THE CROSS IS NOW COVERED BY THE DISK.  IT WAS
 TU0907'PROBABLY A PLANTATION SURVEY STATION.
 TU0907'
 TU0907'REFERENCE MARK NO.1 IS NORTH NORTHEAST OF THE STATION.  A
 TU0907'STANDARD DISK SET IN A BOULDER PROJECTING 4 INCHES ABOVE THE
 TU0907'GROUND, STAMPED KIKALAPUU NO 1 1950.
 TU0907'
 TU0907'REFERENCE MARK NO.2 IS WEST OF THE STATION.  A STANDARD DISK
 TU0907'SET IN A BOULDER FLUSH WITH THE GROUND, STAMPED KIKALAPUU NO 2 1950.
 TU0907'
 TU0907'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 TU0907
 TU0907                          STATION RECOVERY (1968)
 TU0907
 TU0907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU0907'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TU0907'MARKS HAVE BEEN DESTROYED, SO TWO NEW ONES WERE ESTABLISHED,
 TU0907'AND A WITNESS POST WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 TU0907'
 TU0907'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF PUKALANI, ON
 TU0907'A SMALL GRASSY HILL IN PASTURE, BETWEEN OLD AND NEW STATE
 TU0907'HIGHWAYS 37, AT ABOUT 2478 FEET ELEVATION.
 TU0907'
 TU0907'TO REACH STATION FROM THE POST OFFICE AT PUKALANI, GO SOUTHEAST
 TU0907'ON STATE HIGHWAY 37 FOR 0.35 MILE.  TAKE RIGHT FORK AND CONTINUE
 TU0907'ON STATE HIGHWAY 37 FOR 2.3 MILES TO CROSSROAD.  TURN LEFT AND
 TU0907'GO UPHILL FOR 0.15 MILE.  TURN RIGHT AND GO SOUTH ON OLD
 TU0907'HIGHWAY FOR 0.6 MILE TO KIMO DRIVE ON LEFT.  CONTINUE AHEAD FOR
 TU0907'0.5 MILE TO BOARD GATE ON RIGHT, BETWEEN POWER POLES NO. 79
 TU0907'AND 80.  PASS THROUGH GATE AND GO NORTHWEST ABOUT 100 YARDS
 TU0907'TO STATION.
 TU0907'
 TU0907'STATION MARK IS A STANDARD DISK STAMPED KIKALAPUU 1950,
 TU0907'CEMENTED IN A DRILL HOLE IN THE 8 X 10-INCH TOP OF A BOULDER
 TU0907'THAT PROJECTS 2 INCHES FROM GROUND.  IT IS ABOUT 200 FEET WEST
 TU0907'OF THE OLD HIGHWAY, OVERLOOKING THE NEW HIGHWAY ABOUT 100 FEET
 TU0907'LOWER TO WEST, AND 2 FEET SOUTHWEST OF A WHITE WITNESS POST.
 TU0907'
 TU0907'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KIKALAPUU
 TU0907'1950 NO 3 1968, CEMENTED IN A DRILL HOLE IN A 3-FOOT-DIAMETER
 TU0907'BEDROCK OUTCROP THAT PROJECTS 6 INCHES FROM GROUND.  IT IS 3.7
 TU0907'FEET LOWER THAN STATION MARK.
 TU0907'
 TU0907'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED KIKALAPUU
 TU0907'1950 NO 4 1968, CEMENTED IN A DRILL HOLE IN A 2 X 4-FOOT BEDROCK
 TU0907'OUTCROP THAT PROJECTS 1 FOOT FROM GROUND.  IT IS IN THE NORTH
 TU0907'END OF A BRUSH PATCH AND IS 6.3 FEET LOWER THAN STATION MARK.
 TU0907
 TU0907                          STATION RECOVERY (1979)
 TU0907
 TU0907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0907'1.1 MI NORTH FROM KULA.
 TU0907'0.8 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE POST OFFICE IN KULA,
 TU0907'THENCE EAST ALONG KE STREET FOR 200 FEET, THENCE NORTH ALONG UPPER
 TU0907'KULA ROAD FOR 0.3 MILE TO A DIRT ROAD LEADING WEST, THENCE WEST ALONG
 TU0907'DIRT ROAD FOR 0.05 MILE, ON TOP OF A SMALL KNOLL (HIGHEST POINT IN THE
 TU0907'AREA), SET IN THE TOP OF A SMALL BOULDER BURIED IN THE GROUND, 110
 TU0907'FEET WEST OF THE CENTER OF THE ROAD.  50 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0906 ***********************************************************************
 TU0906  DESIGNATION -  KIKALAPUU 2
 TU0906  PID         -  TU0906
 TU0906  STATE/COUNTY-  HI/MAUI
 TU0906  USGS QUAD   -  KILOHANA (1983)
 TU0906
 TU0906                         *CURRENT SURVEY CONTROL
 TU0906  ___________________________________________________________________
 TU0906* NAD 83(1993)-  20 46 53.76812(N)    156 19 34.67174(W)     ADJUSTED  
 TU0906* LOCAL TIDAL -       754.714  (meters)    2476.09   (feet)  ADJUSTED  
 TU0906  ___________________________________________________________________
 TU0906  EPOCH DATE  -        1993.62
 TU0906  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 TU0906  GEOID HEIGHT-          17.03  (meters)                     GEOID03
 TU0906
 TU0906  HORZ ORDER  -  THIRD
 TU0906  VERT ORDER  -  FIRST     CLASS I
 TU0906
 TU0906.The horizontal coordinates were established by classical geodetic methods
 TU0906.and adjusted by the National Geodetic Survey in December 1998..
 TU0906.The horizontal coordinates are valid at the epoch date displayed above.
 TU0906.The epoch date for horizontal control is a decimal equivalence
 TU0906.of Year/Month/Day.
 TU0906
 TU0906.The orthometric height was determined by differential leveling
 TU0906.and adjusted by the National Geodetic Survey in December 2003..
 TU0906.No vertical observational check was made to the station.
 TU0906
 TU0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0906
 TU0906.The geoid height was determined by GEOID03.
 TU0906
 TU0906;                    North         East     Units Scale Factor Converg.
 TU0906;SPC HI 2     -    49,664.143   535,438.494   MT  0.99998218   +0 07 14.8
 TU0906;UTM  04      - 2,300,282.784   778,353.013   MT  1.00055764   +0 56 57.3
 TU0906
 TU0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0906!SPC HI 2     -   0.99987871  x   0.99998218  =   0.99986089
 TU0906!UTM  04      -   0.99987871  x   1.00055764  =   1.00043628
 TU0906
 TU0906|---------------------------------------------------------------------|
 TU0906| PID    Reference Object                     Distance      Geod. Az  |
 TU0906|                                                           dddmmss.s |
 TU0906| TU0908 KIKALAPUU 2 RM 5                      4.385 METERS 08810     |
 TU0906| TU2966 WAIAKOA HOLY GHOST CATH CHURCH      APPROX. 2.1 KM 1823921.6 |
 TU0906| TU0907 KIKALAPUU                           108.500 METERS 30113     |
 TU0906| TU0909 KIKALAPUU 2 RM 6                      4.401 METERS 33100     |
 TU0906|---------------------------------------------------------------------|
 TU0906
 TU0906                          SUPERSEDED SURVEY CONTROL
 TU0906
 TU0906  NAD 83(1986)-  20 46 53.73089(N)    156 19 34.66837(W) AD(       ) 3
 TU0906
 TU0906.Superseded values are not recommended for survey control.
 TU0906.NGS no longer adjusts projects to the OLD HI datum.
 TU0906.See file dsdata.txt to determine how the superseded data were derived.
 TU0906
 TU0906_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7835300283(NAD 83)
 TU0906_MARKER: DS = TRIANGULATION STATION DISK
 TU0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0906_STAMPING: KIKALAPUU 2 1979
 TU0906_MARK LOGO: NGS   
 TU0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0906+STABILITY: SURFACE MOTION
 TU0906
 TU0906  HISTORY     - Date     Condition        Report By
 TU0906  HISTORY     - 1979     MONUMENTED       NGS
 TU0906
 TU0906                          STATION DESCRIPTION
 TU0906
 TU0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0906'1.1 MI NORTH FROM KULA.
 TU0906'0.8 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE KULA POST OFFICE, THEN
 TU0906'RIGHT, EAST ON KE STREET FOR ABOUT 200 FEET TO A T-ROAD JUNCTION, THEN
 TU0906'LEFT, NORTH ON UPPER KULA ROAD FOR 0.3 MILE, 73 FEET NORTH OF THE
 TU0906'CENTER OF A DIRT CROSSROAD, 70 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 TU0906'19 FEET EAST OF THE CENTER OF THE ROAD AND 14 FEET WEST OF A WIRE
 TU0906'FENCE.
 TU0906'A DISK SET INTO THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0908 ***********************************************************************
 TU0908  DESIGNATION -  KIKALAPUU 2 RM 5
 TU0908  PID         -  TU0908
 TU0908  STATE/COUNTY-  HI/MAUI
 TU0908  USGS QUAD   -  KILOHANA (1983)
 TU0908
 TU0908                         *CURRENT SURVEY CONTROL
 TU0908  ___________________________________________________________________
 TU0908* NAD 83(1993)-  20 46 53.77267(N)    156 19 34.52020(W)     ADJUSTED  
 TU0908* LOCAL TIDAL -       755.164  (meters)    2477.57   (feet)  ADJUSTED  
 TU0908  ___________________________________________________________________
 TU0908  EPOCH DATE  -        1993.62
 TU0908  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 TU0908  GEOID HEIGHT-          17.03  (meters)                     GEOID03
 TU0908
 TU0908  HORZ ORDER  -  THIRD
 TU0908  VERT ORDER  -  FIRST     CLASS I
 TU0908
 TU0908.The horizontal coordinates were established by classical geodetic methods
 TU0908.and adjusted by the National Geodetic Survey in December 1998..
 TU0908.The horizontal coordinates are valid at the epoch date displayed above.
 TU0908.The epoch date for horizontal control is a decimal equivalence
 TU0908.of Year/Month/Day.
 TU0908
 TU0908.The orthometric height was determined by differential leveling
 TU0908.and adjusted by the National Geodetic Survey in December 2003..
 TU0908.No vertical observational check was made to the station.
 TU0908
 TU0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0908
 TU0908.The geoid height was determined by GEOID03.
 TU0908
 TU0908;                    North         East     Units Scale Factor Converg.
 TU0908;SPC HI 2     -    49,664.292   535,442.877   MT  0.99998218   +0 07 14.8
 TU0908;UTM  04      - 2,300,282.997   778,357.395   MT  1.00055767   +0 56 57.4
 TU0908
 TU0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0908!SPC HI 2     -   0.99987864  x   0.99998218  =   0.99986082
 TU0908!UTM  04      -   0.99987864  x   1.00055767  =   1.00043624
 TU0908
 TU0908                          SUPERSEDED SURVEY CONTROL
 TU0908
 TU0908  NAD 83(1986)-  20 46 53.73545(N)    156 19 34.51683(W) AD(       ) 3
 TU0908
 TU0908.Superseded values are not recommended for survey control.
 TU0908.NGS no longer adjusts projects to the OLD HI datum.
 TU0908.See file dsdata.txt to determine how the superseded data were derived.
 TU0908
 TU0908_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7835700283(NAD 83)
 TU0908_MARKER: DR = REFERENCE MARK DISK
 TU0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0908_STAMPING: KIKALAPUU 2 NO 5 1979
 TU0908_MARK LOGO: NGS   
 TU0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0908+STABILITY: SURFACE MOTION
 TU0908
 TU0908  HISTORY     - Date     Condition        Report By
 TU0908  HISTORY     - 1979     MONUMENTED       NGS
 TU0908
 TU0908                          STATION DESCRIPTION
 TU0908
 TU0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0908'1.1 MI NORTH FROM KULA.
 TU0908'0.8 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE KULA POST OFFICE, THEN
 TU0908'RIGHT, EAST ON KE STREET FOR ABOUT 100 FEET TO A T-ROAD JUNCTION, THEN
 TU0908'LEFT, NORTH ON UPPER KULA ROAD FOR 0.3 MILE, 85 FEET NORTH OF THE
 TU0908'CENTER OF A DIRT ROAD, 55 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 33
 TU0908'FEET EAST OF THE CENTER OF THE HIGHWAY AND 2 FEET WEST OF A WIRE
 TU0908'FENCE.
 TU0908'A DISK SET INTO THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0909 ***********************************************************************
 TU0909  DESIGNATION -  KIKALAPUU 2 RM 6
 TU0909  PID         -  TU0909
 TU0909  STATE/COUNTY-  HI/MAUI
 TU0909  USGS QUAD   -  KILOHANA (1983)
 TU0909
 TU0909                         *CURRENT SURVEY CONTROL
 TU0909  ___________________________________________________________________
 TU0909* NAD 83(1993)-  20 46 53.89328(N)    156 19 34.74552(W)     ADJUSTED  
 TU0909* LOCAL TIDAL -       754.547  (meters)    2475.54   (feet)  ADJUSTED  
 TU0909  ___________________________________________________________________
 TU0909  EPOCH DATE  -        1993.62
 TU0909  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 TU0909  GEOID HEIGHT-          17.03  (meters)                     GEOID03
 TU0909
 TU0909  HORZ ORDER  -  THIRD
 TU0909  VERT ORDER  -  FIRST     CLASS I
 TU0909
 TU0909.The horizontal coordinates were established by classical geodetic methods
 TU0909.and adjusted by the National Geodetic Survey in December 1998..
 TU0909.The horizontal coordinates are valid at the epoch date displayed above.
 TU0909.The epoch date for horizontal control is a decimal equivalence
 TU0909.of Year/Month/Day.
 TU0909
 TU0909.The orthometric height was determined by differential leveling
 TU0909.and adjusted by the National Geodetic Survey in December 2003..
 TU0909.No vertical observational check was made to the station.
 TU0909
 TU0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0909
 TU0909.The geoid height was determined by GEOID03.
 TU0909
 TU0909;                    North         East     Units Scale Factor Converg.
 TU0909;SPC HI 2     -    49,667.987   535,436.353   MT  0.99998218   +0 07 14.7
 TU0909;UTM  04      - 2,300,286.600   778,350.814   MT  1.00055762   +0 56 57.3
 TU0909
 TU0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0909!SPC HI 2     -   0.99987874  x   0.99998218  =   0.99986092
 TU0909!UTM  04      -   0.99987874  x   1.00055762  =   1.00043629
 TU0909
 TU0909                          SUPERSEDED SURVEY CONTROL
 TU0909
 TU0909  NAD 83(1986)-  20 46 53.85604(N)    156 19 34.74215(W) AD(       ) 3
 TU0909
 TU0909.Superseded values are not recommended for survey control.
 TU0909.NGS no longer adjusts projects to the OLD HI datum.
 TU0909.See file dsdata.txt to determine how the superseded data were derived.
 TU0909
 TU0909_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7835100287(NAD 83)
 TU0909_MARKER: DR = REFERENCE MARK DISK
 TU0909_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0909_SP_SET: CONCRETE MANHOLE
 TU0909_STAMPING: KIKALAPUU 2 NO 6 1979
 TU0909_MARK LOGO: NGS   
 TU0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0909
 TU0909  HISTORY     - Date     Condition        Report By
 TU0909  HISTORY     - 1979     MONUMENTED       NGS
 TU0909
 TU0909                          STATION DESCRIPTION
 TU0909
 TU0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0909'1.1 MI NORTH FROM KULA.
 TU0909'0.8 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE KULA POST OFFICE, THEN
 TU0909'RIGHT, EAST ON KE STREET FOR ABOUT 200 FEET TO A T-ROAD JUNCTION, THEN
 TU0909'LEFT, NORTH ALONG UPPER KULA ROAD FOR 0.3 MILE, CEMENTED IN A DRILL
 TU0909'HOLE IN THE NORTHEAST PART OF A CYLINDRICAL CONCRETE MANHOLE COVER, 70
 TU0909'FEET, 70 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 24 FEET WEST OF A
 TU0909'WIRE FENCE AND 13 FEET EAST OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1849 ***********************************************************************
 TU1849  DESIGNATION -  KIKIAOLA BOUNDARY 1967
 TU1849  PID         -  TU1849
 TU1849  STATE/COUNTY-  HI/KAUAI
 TU1849  USGS QUAD   -  KEKAHA (1983)
 TU1849
 TU1849                         *CURRENT SURVEY CONTROL
 TU1849  ___________________________________________________________________
 TU1849* NAD 83(1993)-  21 57 37.89877(N)    159 41 52.30102(W)     ADJUSTED  
 TU1849* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1849  ___________________________________________________________________
 TU1849  EPOCH DATE  -        1993.62
 TU1849  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 TU1849  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU1849
 TU1849  HORZ ORDER  -  SECOND
 TU1849
 TU1849.The horizontal coordinates were established by classical geodetic methods
 TU1849.and adjusted by the National Geodetic Survey in December 1998..
 TU1849.The horizontal coordinates are valid at the epoch date displayed above.
 TU1849.The epoch date for horizontal control is a decimal equivalence
 TU1849.of Year/Month/Day.
 TU1849
 TU1849.The orthometric height was scaled from a topographic map.
 TU1849
 TU1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1849
 TU1849.The geoid height was determined by GEOID03.
 TU1849
 TU1849;                    North         East     Units Scale Factor Converg.
 TU1849;SPC HI 4     -    14,097.117   479,562.933   MT  0.99999516   -0 04 26.4
 TU1849;UTM  04      - 2,428,622.017   427,944.948   MT  0.99966415   -0 15 39.6
 TU1849
 TU1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1849!SPC HI 4     -   0.99999700  x   0.99999516  =   0.99999216
 TU1849!UTM  04      -   0.99999700  x   0.99966415  =   0.99966115
 TU1849
 TU1849                          SUPERSEDED SURVEY CONTROL
 TU1849
 TU1849  NAD 83(1986)-  21 57 37.86251(N)    159 41 52.32499(W) AD(       ) 2
 TU1849  OLD HI      -  21 57 49.14330(N)    159 42 02.35920(W) AD(       ) 2
 TU1849
 TU1849.Superseded values are not recommended for survey control.
 TU1849.NGS no longer adjusts projects to the OLD HI datum.
 TU1849.See file dsdata.txt to determine how the superseded data were derived.
 TU1849
 TU1849_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2794528622(NAD 83)
 TU1849
 TU1849  HISTORY     - Date     Condition        Report By
 TU1849  HISTORY     - 1967     MONUMENTED       CGS
 TU1849
 TU1849                          STATION DESCRIPTION
 TU1849
 TU1849'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU1849'SEE STATION RANGE F
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3314 ***********************************************************************
 TU3314  DESIGNATION -  KIKIPUA 1925
 TU3314  PID         -  TU3314
 TU3314  STATE/COUNTY-  HI/MAUI
 TU3314  USGS QUAD   -  
 TU3314
 TU3314                         *CURRENT SURVEY CONTROL
 TU3314  ___________________________________________________________________
 TU3314* NAD 83(1993)-  21 10 30.12882(N)    156 48 15.32339(W)     ADJUSTED  
 TU3314* LOCAL TIDAL -        12.     (meters)      39.     (feet)  SCALED    
 TU3314  ___________________________________________________________________
 TU3314  EPOCH DATE  -        1993.62
 TU3314  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 TU3314  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU3314
 TU3314  HORZ ORDER  -  SECOND
 TU3314
 TU3314.The horizontal coordinates were established by classical geodetic methods
 TU3314.and adjusted by the National Geodetic Survey in December 1998..
 TU3314.The horizontal coordinates are valid at the epoch date displayed above.
 TU3314.The epoch date for horizontal control is a decimal equivalence
 TU3314.of Year/Month/Day.
 TU3314
 TU3314.The orthometric height was scaled from a topographic map.
 TU3314
 TU3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3314
 TU3314.The geoid height was determined by GEOID03.
 TU3314
 TU3314;                    North         East     Units Scale Factor Converg.
 TU3314;SPC HI 2     -    93,191.221   485,711.940   MT  0.99996919   -0 02 58.9
 TU3314;UTM  04      - 2,343,097.990   727,975.434   MT  1.00024230   +0 47 36.6
 TU3314
 TU3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3314!SPC HI 2     -   0.99999581  x   0.99996919  =   0.99996500
 TU3314!UTM  04      -   0.99999581  x   1.00024230  =   1.00023811
 TU3314
 TU3314:                Primary Azimuth Mark                     Grid Az
 TU3314:SPC HI 2     -  MOKAPU                                   274 20 46.6
 TU3314:UTM  04      -  MOKAPU                                   273 30 11.1
 TU3314
 TU3314|---------------------------------------------------------------------|
 TU3314| PID    Reference Object                     Distance      Geod. Az  |
 TU3314|                                                           dddmmss.s |
 TU3314| TU3356 MOKAPU                              APPROX.12.4 KM 2741747.7 |
 TU3314| TU3369 KALAWAO RESET                       APPROX.17.6 KM 2822652.8 |
 TU3314|---------------------------------------------------------------------|
 TU3314
 TU3314                          SUPERSEDED SURVEY CONTROL
 TU3314
 TU3314  NAD 83(1986)-  21 10 30.08930(N)    156 48 15.26943(W) AD(       ) 2
 TU3314  OLD HI      -  21 10 41.57800(N)    156 48 25.38300(W) AD(       ) 2
 TU3314
 TU3314.Superseded values are not recommended for survey control.
 TU3314.NGS no longer adjusts projects to the OLD HI datum.
 TU3314.See file dsdata.txt to determine how the superseded data were derived.
 TU3314
 TU3314_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2797543098(NAD 83)
 TU3314
 TU3314  HISTORY     - Date     Condition        Report By
 TU3314  HISTORY     - 1962     MONUMENTED       CGS
 TU3314
 TU3314                          STATION DESCRIPTION
 TU3314
 TU3314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3314'A PIPE SET IN CONCRETE WAS RECOVERED AND IT IS BELIEVED TO BE THE
 TU3314'OLD STATION MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3314'
 TU3314'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES EAST OF KALAUPAPA,
 TU3314'4-1/4 MILES WEST-NORTHWEST OF OLD VILLAGE OF HALAWA, AND 1-3/4 MILES
 TU3314'EAST-NORTHEAST OF THE MOUTH OF WAILAU STREAM.  ON A LOW, ROCK BLUFF
 TU3314'ON THE WEST END OF KIKIPUA POINT.
 TU3314'
 TU3314'THE MARK IS A VERY RUSTED PIPE, SET IN CONCRETE AND PROJECTING 8
 TU3314'INCHES ABOVE GROUND.  THE BLUFF HAS ERODED AWAY UNTIL THE MARK IS
 TU3314'AT ITS EXTREME EDGE AND IS IN DANGER OF BEING LOST SOON.
 TU3314'
 TU3314'A NEW STATION, KIKIPUA 2, WAS ESTABLISHED 8 FEET SOUTHEAST OF THE
 TU3314'MARK.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3313 ***********************************************************************
 TU3313  DESIGNATION -  KIKIPUA 2
 TU3313  PID         -  TU3313
 TU3313  STATE/COUNTY-  HI/MAUI
 TU3313  USGS QUAD   -  
 TU3313
 TU3313                         *CURRENT SURVEY CONTROL
 TU3313  ___________________________________________________________________
 TU3313* NAD 83(1993)-  21 10 30.07826(N)    156 48 15.25857(W)     ADJUSTED  
 TU3313* LOCAL TIDAL -        12.53   (meters)      41.1    (feet)  LEVELING  
 TU3313  ___________________________________________________________________
 TU3313  EPOCH DATE  -        1993.62
 TU3313  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 TU3313  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU3313
 TU3313  HORZ ORDER  -  SECOND
 TU3313  VERT ORDER  -  THIRD ?
 TU3313
 TU3313.The horizontal coordinates were established by classical geodetic methods
 TU3313.and adjusted by the National Geodetic Survey in December 1998..
 TU3313.The horizontal coordinates are valid at the epoch date displayed above.
 TU3313.The epoch date for horizontal control is a decimal equivalence
 TU3313.of Year/Month/Day.
 TU3313
 TU3313.The orthometric height was determined by differential leveling.
 TU3313.The vertical network tie was performed by a horz. field party for horz.
 TU3313.obs reductions. Reset procedures were used to establish the elevation.
 TU3313
 TU3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3313
 TU3313.The geoid height was determined by GEOID03.
 TU3313
 TU3313;                    North         East     Units Scale Factor Converg.
 TU3313;SPC HI 2     -    93,189.664   485,713.809   MT  0.99996919   -0 02 58.9
 TU3313;UTM  04      - 2,343,096.461   727,977.326   MT  1.00024231   +0 47 36.6
 TU3313
 TU3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3313!SPC HI 2     -   0.99999573  x   0.99996919  =   0.99996492
 TU3313!UTM  04      -   0.99999573  x   1.00024231  =   1.00023804
 TU3313
 TU3313|---------------------------------------------------------------------|
 TU3313| PID    Reference Object                     Distance      Geod. Az  |
 TU3313|                                                           dddmmss.s |
 TU3313| CN5464 KIKIPUA 2 RM 1                       13.946 METERS 20039     |
 TU3313| CN5465 KIKIPUA 2 RM 2                       19.062 METERS 26004     |
 TU3313| TU3368 MOLOKAI LIGHTHOUSE                  APPROX.17.6 KM 2823414.4 |
 TU3313|---------------------------------------------------------------------|
 TU3313
 TU3313                          SUPERSEDED SURVEY CONTROL
 TU3313
 TU3313  NAD 83(1986)-  21 10 30.03874(N)    156 48 15.20462(W) AD(       ) 2
 TU3313  OLD HI      -  21 10 41.52700(N)    156 48 25.31800(W) AD(       ) 2
 TU3313
 TU3313.Superseded values are not recommended for survey control.
 TU3313.NGS no longer adjusts projects to the OLD HI datum.
 TU3313.See file dsdata.txt to determine how the superseded data were derived.
 TU3313
 TU3313_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2797743096(NAD 83)
 TU3313_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3313_SETTING: 80 = SET IN A BOULDER
 TU3313_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3313
 TU3313  HISTORY     - Date     Condition        Report By
 TU3313  HISTORY     - 1962     MONUMENTED       CGS
 TU3313
 TU3313                          STATION DESCRIPTION
 TU3313
 TU3313'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3313'STATION IS LOCATED, AIRLINE ABOUT 12 MILES EAST OF KALAUPAPA,
 TU3313'4-1/2 MILES WEST-NORTHWEST OF OLD SETTLEMENT OF HALAWA, AND 1-3/4
 TU3313'MILES EAST-NORTHEAST OF THE MOUTH OF WAILAU STREAM AND START OF
 TU3313'THE WAILAU TRAIL, ON THE WEST END OF KIKIPUA POINT, A VERY ROCKY,
 TU3313'ROUNDED BEACH THAT BORDERS A TREE-COVERED SLOPE RUNNING DOWN TO
 TU3313'THE WATER FROM THE STEEP CLIFFS.
 TU3313'
 TU3313'STATION MAY BE REACHED BY BOAT BY LANDING DOWN BEACH TO SOUTHEAST
 TU3313'FROM STATION IN THE COVE WHERE THE BEACH IS NOT SO ROCKY.  THEN
 TU3313'PACK NORTHWEST ALONG BEACH TO WEST END AND STATION.  CAN ALSO
 TU3313'BE REACHED BY HELICOPTER BY SETTING ONE SKID ON ROCKS BUT IS TOO
 TU3313'ROCKY AND SIDLING TO SHUT DOWN.
 TU3313'
 TU3313'STATION IS ON THE EAST END OF A SMALL BLUFF ABOUT 30 FEET ABOVE
 TU3313'WATER, IN THE NORTHEAST CORNER OF A RECTANGULAR ROCK ENCLOSURE.  8.9
 TU3313'FEET NORTHEAST OF A TRIANGLE BLAZE ON A TREE, 9.1 FEET WEST-
 TU3313'SOUTHWEST OF THE NORTHEAST CORNER OF THE ENCLOSURE, 5 FEET SOUTH
 TU3313'OF EDGE OF BLUFF AND 88 FEET EAST OF WEST END OF THE BLUFF,
 TU3313'WHICH IS SLIGHTLY HIGHER THAN STATION.  THE MARK IS A STANDARD
 TU3313'DISK, STAMPED KIKIPUA 2 1962, CEMENTED IN A DRILL HOLE IN A 12-
 TU3313'INCH BOULDER THAT IS FLUSH WITH SURROUNDING ROCKS.
 TU3313'
 TU3313'REFERENCE MARK ONE IS A STANDARD DISK STAMPED KIKIPUA 2 NO 1
 TU3313'1962, CEMENTED IN A DRILL HOLE IN THE EAST END OF A 4 X 8-FOOT
 TU3313'BOULDER THAT PROJECTS ABOUT 3 FEET ABOVE GROUND.  IT IS 4 FEET
 TU3313'SOUTH OF A TRIANGLE BLAZE ON A TREE, 25 FEET SOUTH OF A STONE
 TU3313'WALL AND ABOUT 1-1/2 FEET HIGHER THAN THE STATION.
 TU3313'
 TU3313'REFERENCE MARK TWO IS A STANDARD DISK STAMPED KIKIPUA 2 NO 2
 TU3313'1962, CEMENTED IN A DRILL HOLE IN A 16-INCH BOULDER THAT PROJECTS
 TU3313'ABOUT 6 INCHES ABOVE GROUND.  IT IS 12.5 FEET NORTH OF A TRIANGLE
 TU3313'BLAZE ON A TREE, 4 FEET SOUTH OF NORTH EDGE OF BLUFF, ACROSS
 TU3313'SMALL DRAW FROM STATION, AND AT ABOUT SAME ELEVATION AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1899 ***********************************************************************
 TU1899  DESIGNATION -  KIKOO
 TU1899  PID         -  TU1899
 TU1899  STATE/COUNTY-  HI/KAUAI
 TU1899  USGS QUAD   -  ANAHOLA (1996)
 TU1899
 TU1899                         *CURRENT SURVEY CONTROL
 TU1899  ___________________________________________________________________
 TU1899* NAD 83(1993)-  22 09 01.35068(N)    159 19 48.81854(W)     ADJUSTED  
 TU1899* LOCAL TIDAL -       454.0    (meters)    1489.     (feet)  VERT ANG  
 TU1899  ___________________________________________________________________
 TU1899  EPOCH DATE  -        1993.62
 TU1899  LAPLACE CORR-         -13.48  (seconds)                    DEFLEC99
 TU1899  GEOID HEIGHT-          15.07  (meters)                     GEOID03
 TU1899
 TU1899  HORZ ORDER  -  SECOND
 TU1899
 TU1899.The horizontal coordinates were established by classical geodetic methods
 TU1899.and adjusted by the National Geodetic Survey in December 1998..
 TU1899.The horizontal coordinates are valid at the epoch date displayed above.
 TU1899.The epoch date for horizontal control is a decimal equivalence
 TU1899.of Year/Month/Day.
 TU1899
 TU1899.The orthometric height was determined by vertical angle observations.
 TU1899
 TU1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1899
 TU1899.The geoid height was determined by GEOID03.
 TU1899
 TU1899;                    North         East     Units Scale Factor Converg.
 TU1899;SPC HI 4     -    35,115.528   517,512.387   MT  0.99999379   +0 03 50.4
 TU1899;UTM  04      - 2,449,508.533   465,949.569   MT  0.99961432   -0 07 28.2
 TU1899
 TU1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1899!SPC HI 4     -   0.99992628  x   0.99999379  =   0.99992007
 TU1899!UTM  04      -   0.99992628  x   0.99961432  =   0.99954063
 TU1899
 TU1899:                Primary Azimuth Mark                     Grid Az
 TU1899:SPC HI 4     -  PROMINENT PEAK PROM                      000 11 45.4
 TU1899:UTM  04      -  PROMINENT PEAK PROM                      000 23 04.0
 TU1899
 TU1899|---------------------------------------------------------------------|
 TU1899| PID    Reference Object                     Distance      Geod. Az  |
 TU1899|                                                           dddmmss.s |
 TU1899| TU1898 PROMINENT PEAK PROM                 APPROX. 1.1 KM 0001535.8 |
 TU1899| CJ8720 KIKOO RM 3                           30.180 METERS 00417     |
 TU1899| TU1894 DAN                                 APPROX. 3.6 KM 0303251.4 |
 TU1899| TU1892 PAP                                 APPROX. 3.0 KM 0391338.4 |
 TU1899| TU1891 EAT                                 APPROX. 2.5 KM 0525100.6 |
 TU1899| TU1889 WAL                                 APPROX. 2.6 KM 0704108.6 |
 TU1899| TU1888 ANAHOLA DERRICK MAST                APPROX. 2.9 KM 0960759.0 |
 TU1899| TU1909 KAHALA LIGHT MAST                   APPROX. 3.6 KM 0962049.3 |
 TU1899| TU1908 KAHALA LIGHT                        APPROX. 3.6 KM 0962009.6 |
 TU1899| TU1897 PINNACLE PEAK NYE                   360.598 METERS 12620     |
 TU1899| TU1911 LIK                                 APPROX. 5.8 KM 1424508.0 |
 TU1899| TU1916 KEALIA GRAY CHIMNEY                 APPROX. 6.1 KM 1572521.3 |
 TU1899| TU1917 KEALIA BLACK CHIMNEY                APPROX. 6.1 KM 1573736.8 |
 TU1899| TU1914 GAS                                 APPROX. 7.1 KM 1585734.7 |
 TU1899| TU1918 KEALIA CATHOLIC CHURCH SPIRE        APPROX. 6.9 KM 1602031.8 |
 TU1899| TU1923 TANK POST                           APPROX. 7.0 KM 1654546.7 |
 TU1899| TU1922 KAPAA GRAY CHIMNEY                  APPROX. 7.8 KM 1665926.6 |
 TU1899| TU1924 KAPAA DERRICK                       APPROX. 8.3 KM 1685743.7 |
 TU1899| TU1925 KAP                                 APPROX. 8.7 KM 1711811.2 |
 TU1899| TU1927 KAPAA WEST TIN STACK                APPROX. 8.6 KM 1720701.9 |
 TU1899| TU1928 KAPAA CHURCH SPIRE                  APPROX. 8.4 KM 1721318.5 |
 TU1899| TU1926 HEN                                 APPROX. 9.6 KM 1722720.7 |
 TU1899| TU1929 OL                                  APPROX.10.3 KM 1741442.7 |
 TU1899| TU1931 WAIPOULI FLAGSTAFF                  APPROX.10.6 KM 1763539.4 |
 TU1899| TU1932 WAIPOULI WINDMILL                   APPROX.10.4 KM 1770010.7 |
 TU1899| TU1933 RACE                                APPROX.10.8 KM 1782924.9 |
 TU1899| TU1743 AHUKINI LIGHT                       APPROX.17.5 KM 1803114.1 |
 TU1899| TU1745 KIN                                 APPROX.17.5 KM 1804714.0 |
 TU1899| TU1936 REN                                 APPROX.11.8 KM 1823726.3 |
 TU1899| CJ8719 KIKOO RM 2                           40.620 METERS 24038     |
 TU1899| TU1904 CHURCH SPIRE                        APPROX. 5.2 KM 3394743.3 |
 TU1899| CJ8718 KIKOO RM 1                           56.920 METERS 34900     |
 TU1899|---------------------------------------------------------------------|
 TU1899
 TU1899                          SUPERSEDED SURVEY CONTROL
 TU1899
 TU1899  NAD 83(1986)-  22 09 01.31268(N)    159 19 48.87850(W) AD(       ) 2
 TU1899  OLD HI      -  22 09 12.67600(N)    159 19 58.96300(W) AD(       ) 2
 TU1899
 TU1899.Superseded values are not recommended for survey control.
 TU1899.NGS no longer adjusts projects to the OLD HI datum.
 TU1899.See file dsdata.txt to determine how the superseded data were derived.
 TU1899
 TU1899_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6595049509(NAD 83)
 TU1899
 TU1899  HISTORY     - Date     Condition        Report By
 TU1899  HISTORY     - 1910     MONUMENTED       CGS
 TU1899  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1899  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1899  HISTORY     - 1988     GOOD             USPSQD
 TU1899
 TU1899                          STATION DESCRIPTION
 TU1899
 TU1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1899'IN NORTHEAST KAUAI, ON A ROUNDING PEAK OF THE SAME NAME, NEAR
 TU1899'THE EAST END OF THE ANAHOLA MOUNTAINS, AND ABOUT 500 YARDS WEST
 TU1899'OF KONANAO, THE CONICAL PEAK.  STATION IS IN THE HIGHEST PART
 TU1899'OF A SMALL, TRIANGULAR, GENTLY SLOPING AREA ON SUMMIT.  IN
 TU1899'1910 SUMMIT WAS COVERED WITH HEAVY GROWTH OF LANTANA.  APPROACHED
 TU1899'BY A VERY SHORT AND COMPARATIVELY EASY BUT QUITE STEEP TRAIL
 TU1899'LEADING UP ONE OF THE SPURS RUNNING OFF TO THE
 TU1899'NORTHEAST.  STATION MARKED BY CROSS IN BRASS ROD IN
 TU1899'CYLINDRICAL CONCRETE POST 6 BY 24 INCHES SET FLUSH WITH
 TU1899'SURFACE OF GROUND AND WEDGED IN WITH STONES.  THREE
 TU1899'REFERENCE MARKS SET IN 1910 WERE AS FOLLOWS--NO. 1,
 TU1899'BLACK BOTTLE SET IN GROUND WITH NECK PROJECTING 1 INCH AND
 TU1899'PROTECTED BY THREE STAKES.  IT IS 35.4 FEET SOUTH OF THE
 TU1899'STATION, THERE BEING A THATCH SHACK BETWEEN IT AND THE
 TU1899'STATION.  NO. 2, A BLACK BOTTLE SET IN GROUND WITH NECK
 TU1899'PROJECTING 1 INCH AND PROTECTED BY THREE STAKES.  IT IS
 TU1899'21.9 FEET WEST OF STATION.  NO. 3, A CROSS CUT IN TOP OF A
 TU1899'SHARP STONE PROJECTING 6 INCHES ABOVE GROUND.  IT IS 9.9
 TU1899'FEET NORTH OF STATION.  TWO REFERENCE MARKS SET IN 1927
 TU1899'CONSISTED OF BRONZE DISK REFERENCE MARKS SET IN FIELD BOWLDERS
 TU1899'AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU1899'STATION--5.692 METERS (18.67 FEET), 169 DEG 00
 TU1899'MIN.  4.062 METERS (13.33 FEET), 60 DEG 38 MIN.
 TU1899
 TU1899                          STATION RECOVERY (1965)
 TU1899
 TU1899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1899'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU1899'CONDITION.  STATION IS NOW MARKED BY A HAWAII TERRITORIAL
 TU1899'SURVEY DISK WHICH WAS PROBABLY SET WHEN THE TYPE B-1
 TU1899'SIGNAL WAS BUILT IN 1930.  THE OLD STATION MARK, A BRASS ROD IN
 TU1899'6-INCH CONCRETE CYLINDER 2 FEET LONG, WAS FOUND LAYING BY
 TU1899'R.M. 2.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1899'
 TU1899'STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF ANAHOLA, ON
 TU1899'A HILL OF ABOUT 1488 FEET ELEVATION AT THE EAST END OF THE
 TU1899'ANAHOLA MTNS.  IT IS 1/4-MILE NORTHWEST OF THE
 TU1899'HOLE-IN-THE-MOUNTAIN.
 TU1899'
 TU1899'TO REACH STATION FROM THE POST OFFICE IN ANAHOLA, GO NORTH FOR
 TU1899'0.05 MILE.  GO LEFT AND FOLLOW STATE HIGHWAY 56 NORTH FOR 0.4
 TU1899'MILE TO TOP OF GRADE.  TURN LEFT AND FOLLOW ROAD WESTERLY
 TU1899'THROUGH PINEAPPLE FIELD FOR 0.6 MILE TO EDGE OF TREES.  GO
 TU1899'RIGHT, CROSSING GULLY, FOR 0.1 MILE TO END OF TRUCK
 TU1899'TRAVEL.  PACK WEST UP THROUGH LARGE TREES, HEADING TOWARDS
 TU1899'THE LEFT ONE OF THE TWO SMALL, STEEP, BARE RIDGES THAT CAN BE
 TU1899'SEEN WHILE DRIVING ACROSS PINEAPPLE FIELD.  GO UP THIS RIDGE
 TU1899'TO CREST OF MAIN RIDGE, THEN LEFT ALONG RIDGE TO STATION.  A
 TU1899'1-1/2-HOUR PACK.
 TU1899'
 TU1899'STATION MARK IS AN UNSTAMPED HTS BRONZE DISK, SET 6 INCHES
 TU1899'BENEATH THE 5-FOOT-SQUARE, CONCRETE PLATFORM (WHICH IS FLUSH
 TU1899'WITH GROUND) OF THE TYPE B-1 SIGNAL.  ACCESS TO THE MARK IS HAD
 TU1899'THROUGH A SMALL HAND-TUNNEL PASSING BENEATH THE CENTER,
 TU1899'CONCRETE PEDESTAL OF THE SIGNAL.  THE HILL IS COVERED WITH A
 TU1899'DENSE GROWTH OF LANTANA BRUSH UP TO 6 FEET HIGH AND HAS SOME
 TU1899'TREES 10 TO 20 FEET TALL ON THE WEST AND NORTH SIDE.
 TU1899'
 TU1899'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED,
 TU1899'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER FLUSH WITH GROUND,
 TU1899'ABOUT 1 FOOT LOWER THAN STATION MARK.  IT IS 3.983 M
 TU1899'(13.065 FT.) FROM STATION IN AZIMUTH 60 DEG 38 MIN.
 TU1899'
 TU1899'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED,
 TU1899'CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER THAT PROJECTS
 TU1899'8 INCHES ABOVE GROUND AND IS ABOUT 2 FEET LOWER THAN STATION
 TU1899'MARK.  IT IS 5.608 M (18.398 FT.) FROM STATION IN AZIMUTH 169
 TU1899'DEG 00 MIN.
 TU1899'
 TU1899'NOTE--THE DISCREPANCY IN DISTANCES TO BOTH REFERENCE MARKS
 TU1899'WAS NOTED AND CHECKED IN THE FIELD AND THE NEW DISTANCES ARE
 TU1899'CORRECT.  THE DISTANCES LISTED IN A 1962 RECOVERY DESCRIPTION
 TU1899'OF THE STATION BY THE U.S. GEOLOGICAL SURVEY ALSO CHECK THE NEW
 TU1899'DISTANCES WITHIN .002 FT.
 TU1899
 TU1899                          STATION RECOVERY (1988)
 TU1899
 TU1899'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1954 ***********************************************************************
 TU1954  DESIGNATION -  KIL 1910
 TU1954  PID         -  TU1954
 TU1954  STATE/COUNTY-  HI/KAUAI
 TU1954  USGS QUAD   -  ANAHOLA (1996)
 TU1954
 TU1954                         *CURRENT SURVEY CONTROL
 TU1954  ___________________________________________________________________
 TU1954* NAD 83(1993)-  22 13 54.51746(N)    159 24 08.09103(W)     ADJUSTED  
 TU1954* LOCAL TIDAL -        49.     (meters)     161.     (feet)  SCALED    
 TU1954  ___________________________________________________________________
 TU1954  EPOCH DATE  -        1993.62
 TU1954  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 TU1954  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU1954
 TU1954  HORZ ORDER  -  THIRD
 TU1954
 TU1954.The horizontal coordinates were established by classical geodetic methods
 TU1954.and adjusted by the National Geodetic Survey in December 1998..
 TU1954.The horizontal coordinates are valid at the epoch date displayed above.
 TU1954.The epoch date for horizontal control is a decimal equivalence
 TU1954.of Year/Month/Day.
 TU1954
 TU1954.The orthometric height was scaled from a topographic map.
 TU1954
 TU1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1954
 TU1954.The geoid height was determined by GEOID03.
 TU1954
 TU1954;                    North         East     Units Scale Factor Converg.
 TU1954;SPC HI 4     -    44,126.463   510,077.548   MT  0.99999125   +0 02 13.1
 TU1954;UTM  04      - 2,458,540.538   458,547.246   MT  0.99962123   -0 09 07.9
 TU1954
 TU1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1954!SPC HI 4     -   0.99998999  x   0.99999125  =   0.99998124
 TU1954!UTM  04      -   0.99998999  x   0.99962123  =   0.99961122
 TU1954
 TU1954                          SUPERSEDED SURVEY CONTROL
 TU1954
 TU1954  NAD 83(1986)-  22 13 54.47553(N)    159 24 08.14723(W) AD(       ) 3
 TU1954  OLD HI      -  22 14 05.83000(N)    159 24 18.24000(W) AD(       ) 3
 TU1954
 TU1954.Superseded values are not recommended for survey control.
 TU1954.NGS no longer adjusts projects to the OLD HI datum.
 TU1954.See file dsdata.txt to determine how the superseded data were derived.
 TU1954
 TU1954_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5854758541(NAD 83)
 TU1954
 TU1954  HISTORY     - Date     Condition        Report By
 TU1954  HISTORY     - 1910     MONUMENTED       CGS
 TU1954  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1954
 TU1954                          STATION DESCRIPTION
 TU1954
 TU1954'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1954'ON THE NORTHEAST COAST OF KAUAI, ON LAE O KILAUEA, VERY CLOSE
 TU1954'TO THE PROPOSED LOCATION OF LIGHTHOUSE.  STATION IS OLD SURVEY
 TU1954'STATION AND IS MARKED BY 1-INCH GAS PIPE.
 TU1954
 TU1954                          STATION RECOVERY (1965)
 TU1954
 TU1954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1954'STATION IS DESTROYED.  THE POINT WAS LEVELED OFF WHEN THE
 TU1954'LIGHT WAS CONSTRUCTED IN 1913.  A TOWER, NOW REMOVED, ONCE
 TU1954'SAT WHERE THE STATION WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3588 ***********************************************************************
 AA3588  FBN         -  This is a Federal Base Network Control Station.
 AA3588  DESIGNATION -  KILA GPS
 AA3588  PID         -  AA3588
 AA3588  STATE/COUNTY-  HI/KAUAI
 AA3588  USGS QUAD   -  HAENA (1983)
 AA3588
 AA3588                         *CURRENT SURVEY CONTROL
 AA3588  ___________________________________________________________________
 AA3588* NAD 83(1993)-  22 08 50.35606(N)    159 37 53.81403(W)     ADJUSTED  
 AA3588* LOCAL TIDAL -      1260.2    (meters)    4135.     (feet)  GPS OBS   
 AA3588  ___________________________________________________________________
 AA3588  EPOCH DATE  -        1993.62
 AA3588  X           -  -5,541,914.534 (meters)                     COMP
 AA3588  Y           -  -2,057,539.367 (meters)                     COMP
 AA3588  Z           -   2,390,011.877 (meters)                     COMP
 AA3588  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 AA3588  ELLIP HEIGHT-        1277.63  (meters)          (11/30/94) GPS OBS
 AA3588  GEOID HEIGHT-          16.74  (meters)                     GEOID03
 AA3588
 AA3588  HORZ ORDER  -  A
 AA3588  ELLP ORDER  -  THIRD     CLASS II
 AA3588
 AA3588.The horizontal coordinates were established by GPS observations
 AA3588.and adjusted by the National Geodetic Survey in November 1994..
 AA3588.The horizontal coordinates are valid at the epoch date displayed above.
 AA3588.The epoch date for horizontal control is a decimal equivalence
 AA3588.of Year/Month/Day.
 AA3588
 AA3588.The orthometric height was determined by GPS observations and a
 AA3588.high-resolution geoid model.
 AA3588
 AA3588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3588
 AA3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3588
 AA3588.The ellipsoidal height was determined by GPS observations
 AA3588.and is referenced to NAD 83.
 AA3588
 AA3588.The geoid height was determined by GEOID03.
 AA3588
 AA3588;                    North         East     Units Scale Factor Converg.
 AA3588;SPC HI 4     -    34,773.445   486,423.361   MT  0.99999228   -0 02 58.6
 AA3588;UTM  04      - 2,449,268.825   434,870.768   MT  0.99965241   -0 14 17.2
 AA3588
 AA3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3588!SPC HI 4     -   0.99979924  x   0.99999228  =   0.99979152
 AA3588!UTM  04      -   0.99979924  x   0.99965241  =   0.99945172
 AA3588
 AA3588                          SUPERSEDED SURVEY CONTROL
 AA3588
 AA3588.No superseded survey control is available for this station.
 AA3588
 AA3588_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3487149269(NAD 83)
 AA3588_MARKER: I = METAL ROD
 AA3588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA3588_SP_SET: STAINLESS STEEL ROD
 AA3588_STAMPING: KILA GPS 1993
 AA3588_MARK LOGO: NONE  
 AA3588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3588+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 AA3588
 AA3588  HISTORY     - Date     Condition        Report By
 AA3588  HISTORY     - 1993     MONUMENTED       NOS
 AA3588  HISTORY     - 19980819 GOOD             USPSQD
 AA3588  HISTORY     - 20050926 GOOD             USPSQD
 AA3588
 AA3588                          STATION DESCRIPTION
 AA3588
 AA3588'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3588'THE STATION IS LOCATED ON NW SECTION OF THE ISLAND OF KAUAI.  IT IS
 AA3588'APPROXIMATELY 23 MI (37.0 KM) NW OF THE LIHUE AIRPORT, 13 MI (20.9 KM)
 AA3588'N OF THE TOWN OF KEKAHA, AND WITHIN THE CONFINES OF KOKEE STATE PARK.
 AA3588'TO REACH THE STATION FROM THE INTERSECTION OF HAWAII STATE ROUTE 50
 AA3588'AND ROUTE 550 IN THE TOWN IF KEKAHA, PROCEED N ON ROUTE 550(ALAE
 AA3588'ROAD)FOR .3 MI (0.5 KM) TO THE INTERSECTION WITH KEKAHA ROAD. CONTINUE
 AA3588'THROUGH THE INTERSECTION(NORTH) ONTO KOKEE ROAD AND PROCEED 7.25 MI
 AA3588'(11.67 KM) TO THE INTERSECTION WITH WAIMEA CANYON ROAD ON THE RIGHT.
 AA3588'CONTINUE N ON ROUTE 550 FOR 16.2 MI (26.1 KM) TO THE KOKEE
 AA3588'LODGE/MUSEUM ON THE LEFT. CONTINUE N ON 550 FOR 2.6 MI (4.2 KM)
 AA3588'PASSING THE AIR NATIONAL GUARD RADAR SITE AT 2.4 MI (3.9 KM) TO THE
 AA3588'KALALAU LOOKOUT.  AT MILE POST 18 MAKE SHARP RIGHT TURN AND CONTINUE E
 AA3588'ON ROUTE 550 FOR 1.2 MI (1.9 KM) TO THE PUU O KILA LOOKOUT AND THE
 AA3588'STATION TO S OF THE PARKING AREA. THE STATION IS A PUNCH MARK IN THE
 AA3588'TOP OF A 5/16 IN DIAMETER STAINLESS STEEL ROD.  THE ROD IS SET IN A 1
 AA3588'IN DIAMETER PVC PIPE WITH CAP.  THE MARK IS SET IN THE CENTER OF A 6
 AA3588'IN DIAMETER PVC PIPE WITH AN ALUMINUM LOGO COVER OVER THE TOP.  THE
 AA3588'ALUMINUM COVER IS STAMPED -KILA GPS 1993-.  THE MARK IS .19 M (0.62
 AA3588'FT) BELOW THE SURFACE AND THE LOGO COVER IS .08 M (0.26 FT) BELOW THE
 AA3588'SURFACE. THE MARK IS LOCATED 46 M (150.9 FT) S OF THE TRAIL ENTRANCE
 AA3588'TO THE PUU O KILA LOOKOUT PLATFORM.  FROM THE STATION TO THE CONCRETE
 AA3588'POST AT THE CENTER OF THE LOOKOUT TRAIL ENTRANCE THE MAGNETIC AZIMUTH
 AA3588'IS 13 DEGREES.  THE STATION IS 13.1 M (43.0 FT) SW OF THE SE CORNER OF
 AA3588'THE PARKING AREA, 11.9 M (39.0 FT) SE OF SW CORNER OF THE PARKING
 AA3588'AREA, 10.6 M (34.8 FT) N OF THE CENTERLINE OF THE PAVED ENTRANCE ROAD,
 AA3588'7.5 M (24.6 FT) E OF AN EXPOSED BOULDER AT THE TOP OF A BANK.
 AA3588
 AA3588                          STATION RECOVERY (1998)
 AA3588
 AA3588'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA3588'RECOVERED IN GOOD CONDITION.
 AA3588
 AA3588                          STATION RECOVERY (2005)
 AA3588
 AA3588'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AA3588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2002 ***********************************************************************
 TU2002  DESIGNATION -  KILA RESET
 TU2002  PID         -  TU2002
 TU2002  STATE/COUNTY-  HI/KAUAI
 TU2002  USGS QUAD   -  HAENA (1983)
 TU2002
 TU2002                         *CURRENT SURVEY CONTROL
 TU2002  ___________________________________________________________________
 TU2002* NAD 83(1993)-  22 08 29.96326(N)    159 38 27.07944(W)     ADJUSTED  
 TU2002* LOCAL TIDAL -      1288.     (meters)    4226.     (feet)  SCALED    
 TU2002  ___________________________________________________________________
 TU2002  EPOCH DATE  -        1993.62
 TU2002  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 TU2002  GEOID HEIGHT-          16.75  (meters)                     GEOID03
 TU2002
 TU2002  HORZ ORDER  -  THIRD
 TU2002
 TU2002.The horizontal coordinates were established by classical geodetic methods
 TU2002.and adjusted by the National Geodetic Survey in December 1998..
 TU2002.The horizontal coordinates are valid at the epoch date displayed above.
 TU2002.The epoch date for horizontal control is a decimal equivalence
 TU2002.of Year/Month/Day.
 TU2002
 TU2002.The orthometric height was scaled from a topographic map.
 TU2002
 TU2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2002
 TU2002.The geoid height was determined by GEOID03.
 TU2002
 TU2002;                    North         East     Units Scale Factor Converg.
 TU2002;SPC HI 4     -    34,147.043   485,469.593   MT  0.99999261   -0 03 11.1
 TU2002;UTM  04      - 2,448,645.775   433,915.269   MT  0.99965396   -0 14 29.6
 TU2002
 TU2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2002!SPC HI 4     -   0.99979498  x   0.99999261  =   0.99978759
 TU2002!UTM  04      -   0.99979498  x   0.99965396  =   0.99944901
 TU2002
 TU2002|---------------------------------------------------------------------|
 TU2002| PID    Reference Object                     Distance      Geod. Az  |
 TU2002|                                                           dddmmss.s |
 TU2002| CJ8722 KILA RM 1                             4.080 METERS 03254     |
 TU2002| CJ8721 KILA WM 1 CROSS                       6.287 METERS 04343     |
 TU2002| CJ8723 KILA WM 2 CROSS                       7.938 METERS 09836     |
 TU2002| CJ8724 KILA RM 2                            10.350 METERS 29026     |
 TU2002| CJ8725 KILA WM 3 CROSS                      10.820 METERS 29244     |
 TU2002|---------------------------------------------------------------------|
 TU2002
 TU2002                          SUPERSEDED SURVEY CONTROL
 TU2002
 TU2002  NAD 83(1986)-  22 08 29.92442(N)    159 38 27.10590(W) AD(       ) 3
 TU2002  OLD HI      -  22 08 41.24200(N)    159 38 37.17500(W) AD(       ) 3
 TU2002
 TU2002.Superseded values are not recommended for survey control.
 TU2002.NGS no longer adjusts projects to the OLD HI datum.
 TU2002.See file dsdata.txt to determine how the superseded data were derived.
 TU2002
 TU2002_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3391548646(NAD 83)
 TU2002
 TU2002  HISTORY     - Date     Condition        Report By
 TU2002  HISTORY     - 1910     MONUMENTED       CGS
 TU2002  HISTORY     - 1943     SEE DESCRIPTION  USA
 TU2002  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2002
 TU2002                          STATION DESCRIPTION
 TU2002
 TU2002'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2002'IN NORTHWEST KAUAI, ON PUU O KILA, A PEAK OF THE KAUNUOHUA RIDGE,
 TU2002'ABOUT 5 MILES NORTHEAST OF PUU KA PELE, FROM WHICH PLACE IT
 TU2002'SHOWS AS A ROUNDING SUMMIT WITH A THIN GROWTH OF TALL TREES
 TU2002'WHICH STAND OUT AGAINST THE SKY.  STATION IS NEAR THE CENTER OF
 TU2002'THE RATHER FLAT SUMMIT.  MARKED BY CROSS IN TOP OF A STONE
 TU2002'4 BY 6 BY 15 INCHES SET TO PROJECT 3 INCHES ABOVE THE
 TU2002'SURFACE.  JUST ALONGSIDE AND SOUTH OF IT IS ANOTHER STONE 18
 TU2002'BY 36 BY 6 INCHES WHICH LEANS AGAINST A LOG.  REFERENCE MARKS,
 TU2002'CROSSES CUT IN ROCKS ON SURFACE OF GROUND, WERE AT THE
 TU2002'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 21.9
 TU2002'FEET, 212 DEG 35 MIN.  NO. 2, 26.0 FEET, 278 DEG 39 MIN.
 TU2002'NO. 3, 35.5 FEET, 112 DEG 44 MIN.
 TU2002
 TU2002                          STATION RECOVERY (1943)
 TU2002
 TU2002'RECOVERY NOTE BY US ARMY 1943 (RLR)
 TU2002'STATION, A STONE WITH A CROSS AND HOLE IN THE TOP, IS BADLY WORN
 TU2002'BUT STILL IN PLACE.
 TU2002'
 TU2002'REFERENCE MARK 1 IS LOST (THERE EXISTS A CROSS ON A STONE AT
 TU2002'220 DEG 46 MIN AND 19.6 FT.).  A PATH HAS BEEN CUT THROUGH THE
 TU2002'RECORDED POSITION OF REFERENCE MARK 1 AND THE STONE REMOVED.
 TU2002'
 TU2002'REFERENCE MARKS 2 AND 3 ARE LOST.  STONES IN THE NEIGHBORHOOD
 TU2002'HAVE BEEN MOVED AND BROKEN.
 TU2002'
 TU2002'NEW REFERENCE MARKS WERE PUT IN 1943--
 TU2002'
 TU2002'REFERENCE MARK 4 IS AN IRON BOLT (3/4-BY 34-IN.) WITH A NUT ON
 TU2002'THE TOP 2 IN. ABOVE GROUND, NEAR A LARGE TREE AT 134 DEG 58 MIN
 TU2002'AND 35 FT.
 TU2002'
 TU2002'REFERENCE MARK 5 IS AN IRON PIPE (3/4-BY 38-IN.) 2 IN. ABOVE
 TU2002'GROUND AT 226 DEG 09 MIN AND 50 FT.
 TU2002'
 TU2002'REFERENCE MARK 6 IS AN IRON PIPE (3/4- BY 33-IN.) 2 IN. ABOVE
 TU2002'GROUND, NEAR A LARGE DEAD TREE AT 0 DEG 53 MIN AND 30 FT.
 TU2002
 TU2002                          STATION RECOVERY (1966)
 TU2002
 TU2002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2002'A SHALLOW 1/4-INCH HOLE AT CENTER OF A FAINT CROSS WAS RECOVERED
 TU2002'AND SUBSEQUENT OBSERVATIONS PROVED THIS TO BE THE ORIGINAL
 TU2002'STATION MARK.  REFERENCE CROSSES 1 AND 2 WERE RECOVERED, HOWEVER
 TU2002'THE DISTANCE AND AZIMUTH TO CROSS 1 DID NOT CHECK VERY WELL.
 TU2002'REFERENCE CROSS 3 WAS NOT FOUND.  THE STATION WAS RE-MARKED WITH A
 TU2002'STANDARD DISK, AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A
 TU2002'COMPLETE DESCRIPTION FOLLOWS--
 TU2002'
 TU2002'STATION IS LOCATED IN NORTHWEST PART OF KAUAI, ABOUT 1-1/4 MILES
 TU2002'NORTHEAST OF KOKEE PARK HEADQUARTERS AND 1/2 MILE SOUTHEAST OF
 TU2002'THE AIR NATIONAL GUARD SITE, ON A LOW, FLAT-TOPPED HILL OF 4200
 TU2002'FEET ELEVATION WITH SOME VERY LARGE TREES ON IT, ALONG KAUNUOHUA
 TU2002'RIDGE.  THERE IS A SLIGHTLY HIGHER AND MORE CONSPICUOUS, SHARPER
 TU2002'TOPPED HILL ABOUT 250 YARDS NORTHEAST OF STATION, AND ON
 TU2002'OPPOSITE SIDE OF THE FOREST SERVICE TRAIL.
 TU2002'
 TU2002'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO NORTHERLY
 TU2002'ON PAVED ROAD FOR 2.5 MILES.  TAKE RIGHT FORK AND GO 0.2 MILE
 TU2002'TO DIRT RIGHT FORK AT ENTRANCE TO KALALAU LOOKOUT PARKING
 TU2002'AREA.  TAKE THIS RIGHT FORK AND GO 0.2 MILE.  TAKE DIM SIDE
 TU2002'ROAD RIGHT (FOREST SERVICE TRAIL) AND GO 0.7 MILE TO A FORK AND
 TU2002'SIGN ON LEFT KALALAU LOOKOUT AND END OF TRUCK TRAVEL.  PACK
 TU2002'SOUTHERLY ON DIM TRAIL UP THROUGH BRUSH MIDWAY BETWEEN THE
 TU2002'TRAIL FORKS, AND THEN WORK WAY UP THROUGH DENSE BRUSH FOR ABOUT
 TU2002'200 YARDS TO TOP AND STATION NEAR CENTER OF HILL.  A
 TU2002'15-MINUTE PACK.
 TU2002'
 TU2002'STATION MARK IS A STANDARD DISK STAMPED KILA 1910 1966, CEMENTED
 TU2002'IN A DRILL HOLE IN THE TOP OF A 4 X 6-INCH BOULDER THAT PROJECTS
 TU2002'2 INCHES.  IT IS IN A SMALL GRASSY AREA, THE REST OF THE HILLTOP
 TU2002'BEING COVERED WITH FERNS AND VINES, AND IS 37 FEET SOUTHEAST OF
 TU2002'A 50-FOOT TREE, THE TALLEST ONE ON THE HILL.
 TU2002'
 TU2002'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KILA 1910
 TU2002'NO 1 1966, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT
 TU2002'PROJECTS 10 INCHES.  IT IS 8 FEET SOUTHWEST OF CROSS 1.
 TU2002'
 TU2002'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KILA 1910
 TU2002'NO 2 1966, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT
 TU2002'PROJECTS 1 FOOT.  IT IS 18 FEET WEST OF THE LARGE LEHUA TREE.
 TU2002'
 TU2002'CROSS 1 IS CHISELED IN THE TOP OF A TRIANGLE-SHAPED BOULDER
 TU2002'THAT PROJECTS 2 FEET.
 TU2002'
 TU2002'CROSS 2 IS CHISELED IN A 10-INCH-DIAMETER EXPOSED PORTION OF
 TU2002'A BOULDER, FLUSH WITH GROUND.
 TU2002'
 TU2002'NOTE--JEEP NEEDED FOR FOREST SERVICE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1952 ***********************************************************************
 TU1952  DESIGNATION -  KILAUEA
 TU1952  PID         -  TU1952
 TU1952  STATE/COUNTY-  HI/KAUAI
 TU1952  USGS QUAD   -  ANAHOLA (1996)
 TU1952
 TU1952                         *CURRENT SURVEY CONTROL
 TU1952  ___________________________________________________________________
 TU1952* NAD 83(1993)-  22 13 23.93976(N)    159 23 42.03410(W)     ADJUSTED  
 TU1952* LOCAL TIDAL -       173.0    (meters)     568.     (feet)  VERT ANG  
 TU1952  ___________________________________________________________________
 TU1952  EPOCH DATE  -        1993.62
 TU1952  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 TU1952  GEOID HEIGHT-          14.83  (meters)                     GEOID03
 TU1952
 TU1952  HORZ ORDER  -  THIRD
 TU1952
 TU1952.The horizontal coordinates were established by classical geodetic methods
 TU1952.and adjusted by the National Geodetic Survey in December 1998..
 TU1952.The horizontal coordinates are valid at the epoch date displayed above.
 TU1952.The epoch date for horizontal control is a decimal equivalence
 TU1952.of Year/Month/Day.
 TU1952
 TU1952.The orthometric height was determined by vertical angle observations.
 TU1952
 TU1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1952
 TU1952.The geoid height was determined by GEOID03.
 TU1952
 TU1952;                    North         East     Units Scale Factor Converg.
 TU1952;SPC HI 4     -    43,186.423   510,824.387   MT  0.99999145   +0 02 23.0
 TU1952;UTM  04      - 2,457,598.387   459,290.703   MT  0.99962048   -0 08 57.8
 TU1952
 TU1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1952!SPC HI 4     -   0.99997048  x   0.99999145  =   0.99996193
 TU1952!UTM  04      -   0.99997048  x   0.99962048  =   0.99959097
 TU1952
 TU1952|---------------------------------------------------------------------|
 TU1952| PID    Reference Object                     Distance      Geod. Az  |
 TU1952|                                                           dddmmss.s |
 TU1952| CJ8728 KILAUEA WM 2                          3.810 METERS 04543     |
 TU1952| TU1951 KILAUEA LANDING STACK               APPROX. 1.3 KM 0865232.1 |
 TU1952| TU1907 RED                                 APPROX. 4.4 KM 1030429.8 |
 TU1952| CJ8730 KILAUEA WM 3                          5.974 METERS 10409     |
 TU1952| TU1903 TAN                                 APPROX. 5.2 KM 1081119.4 |
 TU1952| TU1901 LOM                                 APPROX. 6.9 KM 1124951.2 |
 TU1952| TU1949 LOG                                 APPROX. 2.1 KM 1151315.0 |
 TU1952| TU1896 MOL                                 APPROX. 7.8 KM 1154014.0 |
 TU1952| TU1904 CHURCH SPIRE                        APPROX. 5.8 KM 1225917.1 |
 TU1952| CJ8727 KILAUEA RM 1                          6.617 METERS 12952     |
 TU1952| CJ8731 KILAUEA RM 3                          4.182 METERS 21803     |
 TU1952| TU1956 KILAUEA MILL CHIMNEY                APPROX. 1.9 KM 2222626.1 |
 TU1952| TU1968 EEYRIE                              APPROX.10.8 KM 2384220.9 |
 TU1952| TU1957 WAIT                                APPROX. 1.5 KM 2705743.4 |
 TU1952| TU1962 CRES                                APPROX. 6.1 KM 2722516.8 |
 TU1952| TU1965 LAN                                 APPROX. 8.5 KM 2744012.1 |
 TU1952| TU1955 CANE                                APPROX. 1.1 KM 2800215.5 |
 TU1952| CJ8732 KILAUEA RM 4                         13.305 METERS 29254     |
 TU1952| CJ8726 KILAUEA WM 1                         13.625 METERS 29257     |
 TU1952| CJ8729 KILAUEA RM 2                          9.878 METERS 29308     |
 TU1952|---------------------------------------------------------------------|
 TU1952
 TU1952                          SUPERSEDED SURVEY CONTROL
 TU1952
 TU1952  NAD 83(1986)-  22 13 23.89729(N)    159 23 42.09139(W) AD(       ) 3
 TU1952  OLD HI      -  22 13 35.25800(N)    159 23 52.18100(W) AD(       ) 3
 TU1952
 TU1952.Superseded values are not recommended for survey control.
 TU1952.NGS no longer adjusts projects to the OLD HI datum.
 TU1952.See file dsdata.txt to determine how the superseded data were derived.
 TU1952
 TU1952_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5929157598(NAD 83)
 TU1952
 TU1952  HISTORY     - Date     Condition        Report By
 TU1952  HISTORY     - 1910     MONUMENTED       CGS
 TU1952  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1952  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1952  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU1952  HISTORY     - 1988     GOOD             USPSQD
 TU1952
 TU1952                          STATION DESCRIPTION
 TU1952
 TU1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1952'ON THE NORTHEAST COAST OF KAUAI, ON A CONSPICUOUS HILL ABOUT 1
 TU1952'MILE SOUTHEAST OF LAE O KILAUEA, AND 1-1/2 MILES NORTHEAST OF
 TU1952'THE VILLAGE OF KILAUEA.  THE OLD GOVERNMENT SURVEY STATION WAS
 TU1952'LOST.  THE NEW (1910) STATION MARKED BY A 3/4-INCH BY 5-INCH
 TU1952'GRATE BAR, WHICH WAS REPLACED BY THE UNITED STATES GEOLOGICAL
 TU1952'SURVEY WITH A STANDARD BRONZE DISK SET IN CONCRETE.  REFERENCE
 TU1952'MARKS SET IN 1910 WERE AS FOLLOWS--NO. 1, CROSS CUT IN ROCK
 TU1952'ABOUT 5 FEET BACK FROM EDGE OF BLUFF AND 44.7 FEET FROM STATION
 TU1952'IN AZIMUTH 112 DEG 57 MIN.  NO. 2 CROSS CUT IN ROCK AT EDGE
 TU1952'OF BLUFF, 12.8 FEET, 225 DEG 43 MIN.  NO. 3 CROSS CUT IN
 TU1952'ROCK AT EDGE OF BLUFF, 19.6 FEET, 284 DEG 09 MIN.  REFERENCE
 TU1952'MARKS SET IN 1927 WERE STANDARD REFERENCE DISKS IN BEDROCK NEAR
 TU1952'EDGE OF CLIFF AND AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM
 TU1952'STATION--NO. 1, 6.617 METERS (21.71 FEET), 309 DEG 52 MIN.  NO.
 TU1952'2, 9.878 METERS (32.41 FEET), 113 DEG 08 MIN.
 TU1952
 TU1952                          STATION RECOVERY (1965)
 TU1952
 TU1952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1952'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE CROSS
 TU1952'NO. 1 OF 1910 WAS RECOVERED, IT IS QUITE WORN FROM EROSION, BUT
 TU1952'IS RECOGNIZABLE.  BOTH REFERENCE MARKS SET IN 1927 ARE DESTROYED,
 TU1952'ALTHOUGH PART OF THE SHANK OF NO. 2 REMAINS IN THE DRILL HOLE.
 TU1952'TWO NEW REFERENCE MARKS, NUMBERS 3 AND 4, WERE ESTABLISHED.  A
 TU1952'COMPLETE DESCRIPTION FOLLOWS--
 TU1952'
 TU1952'STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF KILAUEA AND 3/4 MILE
 TU1952'SOUTHEART OF KILAUEA POINT, ON A PROMINENT, LONE BUTTE OF ABOUT
 TU1952'568 FEET ELEVATION, KNOWN AS CRATER HILL.  THERE ARE SEVERAL
 TU1952'WOODEN ANTENNA POLES ON THE SUMMIT NEAR THE STATION.
 TU1952'
 TU1952'TO REACH STATION FROM THE POST OFFICE IN KILAUEA, GO NORTHEAST
 TU1952'ON PAVED ROAD FOR 0.7 MILE.  TAKE RIGHT FORK, TRACK ROAD AHEAD,
 TU1952'AND GO 0.4 MILE, PASSING A CEMETERY, TO LOCKED GATE ON LEFT.  PASS
 TU1952'THROUGH GATE AND FOLLOW OLD ROAD UPHILL FOR 0.4 MILE TO TOP
 TU1952'AND STATION.  (NOTE--KEY FOR LOCKED GATE MAY BE OBTAINED AT THE
 TU1952'PLANTATION OFFICE ACROSS STREET FROM POST OFFICE.)
 TU1952'
 TU1952'STATION MARK IS AN UNSTAMPED U.S. GEOLOGICAL SURVEY DISK, SET
 TU1952'IN CONCRETE AT GROUND LEVEL.  IT IS ON HIGH POINT OF HILL, 10 FEET
 TU1952'SOUTH FROM CLIFF EDGE AND 36.5 FEET NORTHEAST OF THE APEX OF A
 TU1952'PYRAMIDAL, CONCRETE CUPOLA.  A TYPE B-1 SIGNAL, CONSTRUCTED BY THE
 TU1952'HAWAII TERRITORIAL SURVEY, IS CENTERED OVER STATION MARK.  ACCESS
 TU1952'TO TO MARK IS HAD THROUGH A SMALL HAND-TUNNEL PASSING BENEATH THE
 TU1952'CENTER CONCRETE PEDESTAL.
 TU1952'
 TU1952'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KILAUEA
 TU1952'1910-1927 NO 3 1965, CEMENTED IN A DRILL HOLE IN THE BEDROCK
 TU1952'LEDGE RUNNING DOWN-SLOPE FROM STATION.  IT IS 23 FEET NORTHEAST
 TU1952'OF THE CONCRETE CUPOLA, 19 FEET EAST OF THE HIGHEST ANTENNA POLE,
 TU1952'PROJECTS 6 INCHES ABOVE GROUND AND IS ABOUT 2-1/2 FEET LOWER THAN
 TU1952'STATION MARK.
 TU1952'
 TU1952'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED KILAUEA
 TU1952'1910-1927 NO 4 1965, CEMENTED IN A DRILL HOLE IN BEDROCK EDGE OF HIL
 TU1952'8 INCHES EAST FROM OLD REFERENCE CROSS NUMBER ONE, 8 FEET SOUTH
 TU1952'OF CLIFF EDGE, AND ABOUT 2 FEET LOWER THAN STATION MARK.
 TU1952
 TU1952                          STATION RECOVERY (1971)
 TU1952
 TU1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHF)
 TU1952'DESCRIPTION AND TO REACH IS ADEQUATE.  REFERENCE CROSS NO. 1 OF
 TU1952'1910, REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN GOOD
 TU1952'CONDITION.
 TU1952'
 TU1952'THE TYPE B-1 SUPERSTRUCTURE BUILT IN 1930 HAS BEEN CONVERTED
 TU1952'TO A TYPE A STATION WITH SIDE WALLS BUILT OF CONCRETE TILE SET
 TU1952'ON EXISTING GROUND LEVEL PLATFORM AND 4 FT 4 IN TO TOP OF 6 FT X
 TU1952'6 FT OBSERVING CONCRETE PLATFORM.  THE STATION MARK IS EXPOSED
 TU1952'AT GROUND LEVEL AND IN MIDDLE OF, BUT NOT CONNECTED TO, OLD
 TU1952'GROUND LEVEL OBSERVING PLATFORM.
 TU1952
 TU1952                          STATION RECOVERY (1988)
 TU1952
 TU1952'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1951 ***********************************************************************
 TU1951  DESIGNATION -  KILAUEA LANDING STACK
 TU1951  PID         -  TU1951
 TU1951  STATE/COUNTY-  HI/KAUAI
 TU1951  USGS QUAD   -  ANAHOLA (1996)
 TU1951
 TU1951                         *CURRENT SURVEY CONTROL
 TU1951  ___________________________________________________________________
 TU1951* NAD 83(1993)-  22 13 26.18882(N)    159 22 57.74769(W)     ADJUSTED  
 TU1951* LOCAL TIDAL -                                                        
 TU1951  ___________________________________________________________________
 TU1951  EPOCH DATE  -        1993.62
 TU1951  LAPLACE CORR-          -7.74  (seconds)                    DEFLEC99
 TU1951  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU1951
 TU1951  HORZ ORDER  -  THIRD
 TU1951
 TU1951.The horizontal coordinates were established by classical geodetic methods
 TU1951.and adjusted by the National Geodetic Survey in December 1998..
 TU1951.The horizontal coordinates are valid at the epoch date displayed above.
 TU1951.The epoch date for horizontal control is a decimal equivalence
 TU1951.of Year/Month/Day.
 TU1951
 TU1951
 TU1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1951
 TU1951.The geoid height was determined by GEOID03.
 TU1951
 TU1951;                    North         East     Units Scale Factor Converg.
 TU1951;SPC HI 4     -    43,256.532   512,092.633   MT  0.99999181   +0 02 39.7
 TU1951;UTM  04      - 2,457,664.286   460,558.701   MT  0.99961922   -0 08 41.1
 TU1951
 TU1951                          SUPERSEDED SURVEY CONTROL
 TU1951
 TU1951  NAD 83(1986)-  22 13 26.14765(N)    159 22 57.80508(W) AD(       ) 4
 TU1951  OLD HI      -  22 13 37.51100(N)    159 23 07.89000(W) AD(       ) 3
 TU1951
 TU1951.Superseded values are not recommended for survey control.
 TU1951.NGS no longer adjusts projects to the OLD HI datum.
 TU1951.See file dsdata.txt to determine how the superseded data were derived.
 TU1951
 TU1951_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6055957664(NAD 83)
 TU1951
 TU1951  HISTORY     - Date     Condition        Report By
 TU1951  HISTORY     - UNK      MONUMENTED
 TU1951  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1951  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1951
 TU1951                          STATION DESCRIPTION
 TU1951
 TU1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1951'ON NORTHEAST COAST OF KAUAI, AT KILAUEA LANDING.  STATION IS
 TU1951'BLACK IRON STACK OF HOISTING ENGINE ON WHARF.
 TU1951
 TU1951                          STATION RECOVERY (1965)
 TU1951
 TU1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1951'STATION IS DESTROYED.  THE SITE WAS ABANDONED AND LOADING
 TU1951'MACHINERY HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1953 ***********************************************************************
 TU1953  DESIGNATION -  KILAUEA LIGHT
 TU1953  PID         -  TU1953
 TU1953  STATE/COUNTY-  HI/KAUAI
 TU1953  USGS QUAD   -  ANAHOLA (1996)
 TU1953
 TU1953                         *CURRENT SURVEY CONTROL
 TU1953  ___________________________________________________________________
 TU1953* NAD 83(1993)-  22 13 54.04113(N)    159 24 06.99025(W)     ADJUSTED  
 TU1953* LOCAL TIDAL -                                                        
 TU1953  ___________________________________________________________________
 TU1953  EPOCH DATE  -        1993.62
 TU1953  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 TU1953  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU1953
 TU1953  HORZ ORDER  -  THIRD
 TU1953
 TU1953.The horizontal coordinates were established by classical geodetic methods
 TU1953.and adjusted by the National Geodetic Survey in December 1998..
 TU1953.The horizontal coordinates are valid at the epoch date displayed above.
 TU1953.The epoch date for horizontal control is a decimal equivalence
 TU1953.of Year/Month/Day.
 TU1953
 TU1953
 TU1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1953
 TU1953.The geoid height was determined by GEOID03.
 TU1953
 TU1953;                    North         East     Units Scale Factor Converg.
 TU1953;SPC HI 4     -    44,111.832   510,109.080   MT  0.99999126   +0 02 13.6
 TU1953;UTM  04      - 2,458,525.809   458,578.718   MT  0.99962120   -0 09 07.5
 TU1953
 TU1953                          SUPERSEDED SURVEY CONTROL
 TU1953
 TU1953  NAD 83(1986)-  22 13 53.99891(N)    159 24 07.04643(W) AD(       ) 4
 TU1953  OLD HI      -  22 14 05.36100(N)    159 24 17.13700(W) AD(       ) 3
 TU1953
 TU1953.Superseded values are not recommended for survey control.
 TU1953.NGS no longer adjusts projects to the OLD HI datum.
 TU1953.See file dsdata.txt to determine how the superseded data were derived.
 TU1953
 TU1953_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5857958526(NAD 83)
 TU1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1953+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 TU1953
 TU1953  HISTORY     - Date     Condition        Report By
 TU1953  HISTORY     - 1927     MONUMENTED       CGS
 TU1953  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1953  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1953  HISTORY     - 1983     GOOD             USPSQD
 TU1953  HISTORY     - 19910619 GOOD             USPSQD
 TU1953  HISTORY     - 19970109 GOOD             USPSQD
 TU1953  HISTORY     - 19980817 GOOD             USPSQD
 TU1953  HISTORY     - 20041030 GOOD             USPSQD
 TU1953
 TU1953                          STATION DESCRIPTION
 TU1953
 TU1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1953'ON NORTHEAST CORNER OF KAUAI, ON LAE O KILAUEA, A BLUFF ROCK
 TU1953'POINT.  LIGHTHOUSE IS A WHITE CONICAL TOWER ABOUT 50 FEET
 TU1953'HIGH.  LIGHT IS ABOUT 216 FEET ABOVE HIGH WATER.
 TU1953
 TU1953                          STATION RECOVERY (1965)
 TU1953
 TU1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1953'STATION WAS RECOVERED IN GOOD CONDITION.
 TU1953'
 TU1953'LOCATED ABOUT 1-1/2 MILES NORTH OF KILAUEA VILLAGE, ON KILAUEA
 TU1953'POINT, THE NORTHERNMOST POINT OF KAUAI ISLAND, AT THE U.S. COAST
 TU1953'GUARD STATION.
 TU1953'
 TU1953'STATION IS CREAM-COLORED TOWER WITH LARGE LIGHT ON TOP
 TU1953'SURMOUNTED BY A RED, CONICAL ROOF UPON WHICH SETS A LARGE
 TU1953'RED BALL.  TOWER IS 52 FEET HIGH AND WAS BUILT IN 1919.  THE
 TU1953'LIGHT IS 216 FEET ABOVE SEA LEVEL.
 TU1953
 TU1953                          STATION RECOVERY (1969)
 TU1953
 TU1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU1953'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1953'DESCRIBED.
 TU1953'
 TU1953'THE LIGHT IS NOW PAINTED ALL WHITE WITH BATTLESHIP GREY TRIM AND A
 TU1953'RED CONICAL ROOF.
 TU1953'
 TU1953'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1953'1.5 MILES NORTH OF KILAUEA.
 TU1953
 TU1953                          STATION RECOVERY (1983)
 TU1953
 TU1953'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1953'STATION RECOVERED GOOD, RECOVERED AS DESCRIBED BY E.P.JR. 1969.
 TU1953
 TU1953                          STATION RECOVERY (1991)
 TU1953
 TU1953'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1953'RECOVERED IN GOOD CONDITION.
 TU1953
 TU1953                          STATION RECOVERY (1997)
 TU1953
 TU1953'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1953'RECOVERED IN GOOD CONDITION.
 TU1953
 TU1953                          STATION RECOVERY (1998)
 TU1953
 TU1953'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1953'RECOVERED IN GOOD CONDITION.
 TU1953
 TU1953                          STATION RECOVERY (2004)
 TU1953
 TU1953'RECOVERY NOTE BY US POWER SQUADRON 2004 (EBS)
 TU1953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2379 ***********************************************************************
 TU2379  DESIGNATION -  KILAUEA MILITARY CAMP FLAGPOLE
 TU2379  PID         -  TU2379
 TU2379  STATE/COUNTY-  HI/HAWAII
 TU2379  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2379
 TU2379                         *CURRENT SURVEY CONTROL
 TU2379  ___________________________________________________________________
 TU2379* NAD 83(1993)-  19 25 56.23221(N)    155 16 25.99439(W)     ADJUSTED  
 TU2379* LOCAL TIDAL -                                                        
 TU2379  ___________________________________________________________________
 TU2379  EPOCH DATE  -        1993.62
 TU2379  LAPLACE CORR-         -13.99  (seconds)                    DEFLEC99
 TU2379  GEOID HEIGHT-          22.89  (meters)                     GEOID03
 TU2379
 TU2379  HORZ ORDER  -  THIRD
 TU2379
 TU2379.The horizontal coordinates were established by classical geodetic methods
 TU2379.and adjusted by the National Geodetic Survey in December 1998..
 TU2379.The horizontal coordinates are valid at the epoch date displayed above.
 TU2379.The epoch date for horizontal control is a decimal equivalence
 TU2379.of Year/Month/Day.
 TU2379
 TU2379
 TU2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2379
 TU2379.The geoid height was determined by GEOID03.
 TU2379
 TU2379;                    North         East     Units Scale Factor Converg.
 TU2379;SPC HI 1     -    66,313.727   523,744.960   MT  0.99997363   +0 04 30.8
 TU2379;UTM  05      - 2,150,236.904   261,249.269   MT  1.00030464   -0 45 24.7
 TU2379
 TU2379                          SUPERSEDED SURVEY CONTROL
 TU2379
 TU2379  NAD 83(1986)-  19 25 56.19742(N)    155 16 26.01516(W) AD(       ) 4
 TU2379  OLD HI      -  19 26 07.09300(N)    155 16 36.01400(W) AD(       ) 3
 TU2379
 TU2379.Superseded values are not recommended for survey control.
 TU2379.NGS no longer adjusts projects to the OLD HI datum.
 TU2379.See file dsdata.txt to determine how the superseded data were derived.
 TU2379
 TU2379_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6124950237(NAD 83)
 TU2379
 TU2379  HISTORY     - Date     Condition        Report By
 TU2379  HISTORY     - UNK      MONUMENTED
 TU2379  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2379
 TU2379                          STATION DESCRIPTION
 TU2379
 TU2379'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2379'STATION WAS RECOVERED.  LOCATED IN THE HAWAII VOLCANOES NATIONAL
 TU2379'PARK, 1 MILE WEST ALONG THE CRATER RIM ROAD FROM THE PARK
 TU2379'HEADQUARTERS BUILDING.  A WHITE, METAL FLAGPOLE ABOUT 50 FEET
 TU2379'TALL, WITH BRASS BALL ON TOP, SET IN FRONT OF THE MILITARY CAMP
 TU2379'OFFICE ON A CIRCULAR, RAISED GRASS AREA, ABOUT 100 FEET NORTH
 TU2379'OF THE CRATER RIM ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1956 ***********************************************************************
 TU1956  DESIGNATION -  KILAUEA MILL CHIMNEY
 TU1956  PID         -  TU1956
 TU1956  STATE/COUNTY-  HI/KAUAI
 TU1956  USGS QUAD   -  ANAHOLA (1996)
 TU1956
 TU1956                         *CURRENT SURVEY CONTROL
 TU1956  ___________________________________________________________________
 TU1956* NAD 83(1993)-  22 12 37.91692(N)    159 24 27.22868(W)     ADJUSTED  
 TU1956* LOCAL TIDAL -                                                        
 TU1956  ___________________________________________________________________
 TU1956  EPOCH DATE  -        1993.62
 TU1956  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 TU1956  GEOID HEIGHT-          15.17  (meters)                     GEOID03
 TU1956
 TU1956  HORZ ORDER  -  THIRD
 TU1956
 TU1956.The horizontal coordinates were established by classical geodetic methods
 TU1956.and adjusted by the National Geodetic Survey in December 1998..
 TU1956.The horizontal coordinates are valid at the epoch date displayed above.
 TU1956.The epoch date for horizontal control is a decimal equivalence
 TU1956.of Year/Month/Day.
 TU1956
 TU1956
 TU1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1956
 TU1956.The geoid height was determined by GEOID03.
 TU1956
 TU1956;                    North         East     Units Scale Factor Converg.
 TU1956;SPC HI 4     -    41,769.966   509,530.944   MT  0.99999112   +0 02 05.8
 TU1956;UTM  04      - 2,456,186.728   457,993.073   MT  0.99962180   -0 09 14.6
 TU1956
 TU1956                          SUPERSEDED SURVEY CONTROL
 TU1956
 TU1956  NAD 83(1986)-  22 12 37.87586(N)    159 24 27.28435(W) AD(       ) 4
 TU1956  OLD HI      -  22 12 49.23600(N)    159 24 37.37200(W) AD(       ) 3
 TU1956
 TU1956.Superseded values are not recommended for survey control.
 TU1956.NGS no longer adjusts projects to the OLD HI datum.
 TU1956.See file dsdata.txt to determine how the superseded data were derived.
 TU1956
 TU1956_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5799356187(NAD 83)
 TU1956
 TU1956  HISTORY     - Date     Condition        Report By
 TU1956  HISTORY     - 1927     MONUMENTED       CGS
 TU1956  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1956  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1956
 TU1956                          STATION DESCRIPTION
 TU1956
 TU1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1956'IN NORTHEASTERN PART OF KAUAI.  A BLACK STEEL STACK AT THE
 TU1956'KILAUEA SUGAR MILL.
 TU1956
 TU1956                          STATION RECOVERY (1965)
 TU1956
 TU1956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1956'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS THE LARGE,
 TU1956'BLACK, STEEL STACK LOCATED AT THE SUGAR MILL IN KILAUEA VILLAGE,
 TU1956'IN NORTHEAST PART OF KAUAI ISLAND.
 TU1956
 TU1956                          STATION RECOVERY (1983)
 TU1956
 TU1956'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1956'NONE - MILL AND CHIMNEY DISMANTLED STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3090 ***********************************************************************
 TU3090  DESIGNATION -  KILEA RESET
 TU3090  PID         -  TU3090
 TU3090  STATE/COUNTY-  HI/MAUI
 TU3090  USGS QUAD   -  OLOWALU (1992)
 TU3090
 TU3090                         *CURRENT SURVEY CONTROL
 TU3090  ___________________________________________________________________
 TU3090* NAD 83(1993)-  20 49 08.33801(N)    156 37 04.05471(W)     ADJUSTED  
 TU3090* LOCAL TIDAL -        80.4    (meters)     264.     (feet)  VERT ANG  
 TU3090  ___________________________________________________________________
 TU3090  EPOCH DATE  -        1993.62
 TU3090  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 TU3090  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU3090
 TU3090  HORZ ORDER  -  SECOND
 TU3090
 TU3090.The horizontal coordinates were established by classical geodetic methods
 TU3090.and adjusted by the National Geodetic Survey in December 1998..
 TU3090.The horizontal coordinates are valid at the epoch date displayed above.
 TU3090.The epoch date for horizontal control is a decimal equivalence
 TU3090.of Year/Month/Day.
 TU3090
 TU3090.The orthometric height was determined by vertical angle observations.
 TU3090
 TU3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3090
 TU3090.The geoid height was determined by GEOID03.
 TU3090
 TU3090;                    North         East     Units Scale Factor Converg.
 TU3090;SPC HI 2     -    53,765.992   505,087.349   MT  0.99996699   +0 01 02.5
 TU3090;UTM  04      - 2,303,946.787   747,930.971   MT  1.00035972   +0 50 49.6
 TU3090
 TU3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3090!SPC HI 2     -   0.99998477  x   0.99996699  =   0.99995176
 TU3090!UTM  04      -   0.99998477  x   1.00035972  =   1.00034449
 TU3090
 TU3090|---------------------------------------------------------------------|
 TU3090| PID    Reference Object                     Distance      Geod. Az  |
 TU3090|                                                           dddmmss.s |
 TU3090| CN5466 KILEA RM 1                           12.403 METERS 04230     |
 TU3090| TU3130 MOLOKINI LIGHTHOUSE 1950            APPROX.24.3 KM 1485849.9 |
 TU3090| CN5467 KILEA RM 2                           11.896 METERS 16949     |
 TU3090|---------------------------------------------------------------------|
 TU3090
 TU3090                          SUPERSEDED SURVEY CONTROL
 TU3090
 TU3090  NAD 83(1986)-  20 49 08.30087(N)    156 37 04.03202(W) AD(       ) 2
 TU3090  OLD HI      -  20 49 19.82900(N)    156 37 14.20100(W) AD(       ) 2
 TU3090
 TU3090.Superseded values are not recommended for survey control.
 TU3090.NGS no longer adjusts projects to the OLD HI datum.
 TU3090.See file dsdata.txt to determine how the superseded data were derived.
 TU3090
 TU3090_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4793103947(NAD 83)
 TU3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3090+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 TU3090
 TU3090  HISTORY     - Date     Condition        Report By
 TU3090  HISTORY     - 1925     MONUMENTED       USGS
 TU3090  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU3090  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3090  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3090  HISTORY     - 1984     GOOD             USPSQD
 TU3090  HISTORY     - 20010418 GOOD             EVANS
 TU3090
 TU3090                          STATION DESCRIPTION
 TU3090
 TU3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3090'NEAR WESTERN COAST OF MAUI, ON CEMETERY HILL AT ENTRANCE TO
 TU3090'OLOWALU VALLEY, NEAR HEKILI POINT, BACK OF OLOWALU PLANTATION,
 TU3090'1/2 MILE NORTHEAST OF OLOWALU MILL.  STATION IS ON THE WEST
 TU3090'SIDE OF THE GRAVES ON THE HILL, AND IS MARKED BY A NAIL IN A
 TU3090'4 BY 4 INCH REDWOOD POST SET FLUSH WITH SURFACE OF GROUND, AND
 TU3090'A CAIRN OF STONES PILED OVER IT.  OLD DESCRIPTION GIVES MARK AS
 TU3090'IRON PIN.
 TU3090
 TU3090                          STATION RECOVERY (1950)
 TU3090
 TU3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3090'STATION WAS RECOVERED IN GOOD CONDITION.
 TU3090'
 TU3090'THE STATION HAS BEEN REMARKED BY THE PIONEER MILLS SURVEY
 TU3090'DEPT. WITH A 5 BY 77 FOOT CONCRETE MONUMENT 3 FEET HIGH WITH A
 TU3090'2 INCH IRON PIPE IN THE CENTER OF TOP INTO WHICH IS FITTED AN IRON
 TU3090'TARGET.  THIS APPEARS TO BE AT THE SAME LOCATION AS OLD STATION.
 TU3090'
 TU3090'TO REACH FROM THE OLOWALU STORE.  GO EASTERLY ON GRAVEL
 TU3090'PLANTATION ROAD FOR ABOUT 0.8 MILES, TURN RIGHT THROUGH A GATE
 TU3090'AND CIRCLE TO TOP OF HILL AND STATION.
 TU3090'
 TU3090'THE CENTER OF THE IRON PIPE WAS USED AS STATION.  NO REFERENCE
 TU3090'MARKS WERE SET.
 TU3090
 TU3090                          STATION RECOVERY (1969)
 TU3090
 TU3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3090'STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 TU3090'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3090'
 TU3090'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF LAHAINA AND
 TU3090'1/2 MILE NORTHEAST OF OLOWALU STORE, ON A SMALL, BRUSHY HILL OF
 TU3090'264 FEET ELEVATION THAT HAS SOME OLD STONE GRAVE MOUNDS ON IT, ON
 TU3090'EAST SIDE OF STATION.
 TU3090'
 TU3090'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3090'ON PAPALAULA ST. FOR 0.2 MILE.  TURN RIGHT AND GO SOUTHEAST ON
 TU3090'STATE HIGHWAY 30 FOR 3.1 MILES TO LAUNIUPOKO PARK.  CONTINUE AHEAD
 TU3090'FOR 3.0 MILES TO SIGN OLOWALU PETROGLYPHS.  TURN LEFT AND FOLLOW
 TU3090'CANE ROAD FOR 0.55 MILE TO PETROGLYPH SITE.  CONTINUE AHEAD ON
 TU3090'TRACK ROAD FOR 0.05 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.1
 TU3090'MILE TO SIDE ROAD RIGHT.  GO RIGHT ON BLADED ROAD AROUND
 TU3090'HILLSIDE FOR 0.1 MILE TO TOP OF HILL AND STATION.
 TU3090'
 TU3090'STATION MARK IS A 2-INCH IRON PIPE PROJECTING 10 INCHES FROM THE
 TU3090'CENTER OF A 5 X 7-FOOT CONCRETE PLATFORM THAT EXTENDS 3 FEET
 TU3090'ABOVE GROUND.  IT IS 39 FEET NORTH OF A FENCE CORNER AND 20 FEET
 TU3090'NORTHEAST OF END OF ROAD.
 TU3090'
 TU3090'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KILEA 1912
 TU3090'NO 1 1969, CEMENTED IN A DRILL HOLE IN A 10-INCH ROCK OUTCROP
 TU3090'THAT PROJECTS 2 INCHES FROM GROUND.  IT IS 5-1/2 FEET LOWER
 TU3090'THAN TOP OF STATION PIPE.
 TU3090'
 TU3090'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KILEA 1912
 TU3090'NO 2 1969, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK THAT PROJECTS
 TU3090'1 FOOT ABOVE GROUND.  IT IS 3 FEET NORTHEAST OF FENCE CORNER,
 TU3090'10 FEET SOUTH OF FIRST GRAVE MOUND AND 3 FEET LOWER THAN TOP OF
 TU3090'STATION PIPE.
 TU3090
 TU3090                          STATION RECOVERY (1984)
 TU3090
 TU3090'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU3090'STATION MARK-IRON PIPE RECOVERED - CONDITION GOOD AS PER SKETCH. BASE
 TU3090'OF PIPE IS RUSTED OUT.  SURVEY TARGET IS ON GROUND AT BASE OF
 TU3090'CONCRETE PLATFORM.
 TU3090'
 TU3090'NEW LOCATING INFO AS FOLLOWS--REFERENCES TO OLOWALU PETROGLYPHS IS NO
 TU3090'LONGER VALID.
 TU3090'
 TU3090'GO 3 MILES SOUTH OF LAUNIPOKO PARK TO THE OLOWALU STORE ON THE LEFT
 TU3090'SIDE OF HIGHWAY 30.  TAKE A SHORT DIRT ROAD ON THE WEST END OF THE
 TU3090'STORE FOR 1/2 BLOCK TO THE STOP SIGN.  TURN LEFT TO WATER TANK.  AT
 TU3090'TANK, TURN RIGHT ON CANE ROAD FOR 0.55 MI TO OLD PETROGLYPH SITE.
 TU3090'THE REST OF THE DIRECTIONS ARE O.K.
 TU3090'
 TU3090'RM 1 KILEA 1912 NO 1 1969 NOT FOUND.
 TU3090'
 TU3090'SEARCHED ENTIRE AREA DESCRIBED BUT FOUND NO ROCK OUTCROPS THAT HAD
 TU3090'BEEN THE LOCATION FOR THE DISK.  OLD FENCES ARE NOW FALLEN DOWN.
 TU3090'GRAVE MOUNDS ARE STILL THERE.  AREA HAS BEEN USED BY SURVEY PARTIES
 TU3090'BUT I COULD NOT LOCATE RM 1.
 TU3090'
 TU3090'RM 2 KILEA 1912 NO 2 1969 RECOVERED--CONDITION GOOD.
 TU3090
 TU3090                          STATION RECOVERY (2001)
 TU3090
 TU3090'RECOVERY NOTE BY DAVID EVANS + ASSOC 2001 (JPW)
 TU3090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3376 ***********************************************************************
 TU3376  DESIGNATION -  KILOHANA 1925
 TU3376  PID         -  TU3376
 TU3376  STATE/COUNTY-  HI/MAUI
 TU3376  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3376
 TU3376                         *CURRENT SURVEY CONTROL
 TU3376  ___________________________________________________________________
 TU3376* NAD 83(1993)-  21 10 29.70203(N)    157 00 20.61749(W)     ADJUSTED  
 TU3376* LOCAL TIDAL -       508.     (meters)    1667.     (feet)  SCALED    
 TU3376  ___________________________________________________________________
 TU3376  EPOCH DATE  -        1993.62
 TU3376  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 TU3376  GEOID HEIGHT-          15.30  (meters)                     GEOID03
 TU3376
 TU3376  HORZ ORDER  -  THIRD
 TU3376
 TU3376.The horizontal coordinates were established by classical geodetic methods
 TU3376.and adjusted by the National Geodetic Survey in December 1998..
 TU3376.The horizontal coordinates are valid at the epoch date displayed above.
 TU3376.The epoch date for horizontal control is a decimal equivalence
 TU3376.of Year/Month/Day.
 TU3376
 TU3376.The orthometric height was scaled from a topographic map.
 TU3376
 TU3376.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3376
 TU3376.The geoid height was determined by GEOID03.
 TU3376
 TU3376;                    North         East     Units Scale Factor Converg.
 TU3376;SPC HI 2     -    93,209.531   464,790.008   MT  0.99998198   -0 07 20.9
 TU3376;UTM  04      - 2,342,808.370   707,051.095   MT  1.00012979   +0 43 14.2
 TU3376
 TU3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3376!SPC HI 2     -   0.99991776  x   0.99998198  =   0.99989974
 TU3376!UTM  04      -   0.99991776  x   1.00012979  =   1.00004754
 TU3376
 TU3376:                Primary Azimuth Mark                     Grid Az
 TU3376:SPC HI 2     -  KALAWAO RESET                            044 32 33.1
 TU3376:UTM  04      -  KALAWAO RESET                            043 41 58.0
 TU3376
 TU3376|---------------------------------------------------------------------|
 TU3376| PID    Reference Object                     Distance      Geod. Az  |
 TU3376|                                                           dddmmss.s |
 TU3376| TU3369 KALAWAO RESET                       APPROX. 5.3 KM 0442512.2 |
 TU3376|---------------------------------------------------------------------|
 TU3376
 TU3376                          SUPERSEDED SURVEY CONTROL
 TU3376
 TU3376  NAD 83(1986)-  21 10 29.65971(N)    157 00 20.56784(W) AD(       ) 3
 TU3376  OLD HI      -  21 10 41.13100(N)    157 00 30.63300(W) AD(       ) 3
 TU3376
 TU3376.Superseded values are not recommended for survey control.
 TU3376.NGS no longer adjusts projects to the OLD HI datum.
 TU3376.See file dsdata.txt to determine how the superseded data were derived.
 TU3376
 TU3376_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0705142808(NAD 83)
 TU3376
 TU3376  HISTORY     - Date     Condition        Report By
 TU3376  HISTORY     - 1925     MONUMENTED       CGS
 TU3376  HISTORY     - 1930     SEE DESCRIPTION  HITS
 TU3376  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3376  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3376
 TU3376                          STATION DESCRIPTION
 TU3376
 TU3376'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1930
 TU3376'STATION IS LOCATED IN PALAAU FOREST RESERVE, MOLOKAI ISLAND,
 TU3376'NEAR THE ROAD TO PALI OVERLOOKING THE LEPER SETTLEMENT.
 TU3376'
 TU3376'FOUND ALL THREE WITNESSES ON STONES, AND THE RUSTY PIPE AT THE
 TU3376'STATION AGREEING FAIRLY WELL WITH THE RECORDED DISTANCES FROM
 TU3376'THE STONES, THE INTERSECTIONS FROM THE CROSSES DIFFERING ABOUT
 TU3376'0.2 FT.  BUILT A CONCRETE MONUMENT AND SET A HAWAII TERRITORY
 TU3376'SURVEY STANDARD BRONZE DISK AT THE MEAN OF THE INTERSECTIONS.
 TU3376'
 TU3376'SUPERSTRUCTURE, TYPE B1, ON BOULDER CONCRETE, ABOUT 6 IN. ABOVE
 TU3376'GROUND SURFACE, WITH EDGES EXTENDING 9 IN. BELOW GROUND 9 IN. THICK
 TU3376'ALL AROUND.  OLD WITNESS CROSSES WERE LEFT EXPOSED TO VIEW.
 TU3376'
 TU3376'EXCELLENTLY SITUATED STATION, ACCESSIBLE BY AUTOMOBILE.  MANY
 TU3376'IMPORTANT STATIONS ARE VISIBLE, BUT SUBJECT TO VERY STRONG WINDS
 TU3376'MUCH OF THE TIME.
 TU3376
 TU3376                          STATION RECOVERY (1931)
 TU3376
 TU3376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3376'THE STATION IS LOCATED ABOUT 2 MI. SW OF THE TOWN KALAUPAPA,
 TU3376'ON THE E MOST TWIN PEAK.
 TU3376
 TU3376                          STATION RECOVERY (1962)
 TU3376
 TU3376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3376'STATION WAS RECOVERED IN GOOD CONDITION.
 TU3376'
 TU3376'STATION IS LOCATED ON THE SOUTHEAST ONE OF TWO DENSELY WOODED
 TU3376'HILLS, ABOUT 3.5 MILES NORTHEAST OF KUALAPUU, ABOUT 1.8 MILES
 TU3376'SOUTHWEST OF KALAUPAPA, AND ABOUT 0.5 MILE SOUTH OF THE COAST.  THE
 TU3376'TREES ON THE HILL ARE ABOUT 35-40 FEET IN HEIGHT.
 TU3376'
 TU3376'TO REACH THE STATION FROM THE POST OFFICE IN KUALAPUU, GO 0.3
 TU3376'MILE EAST ON STATE ROUTE 48 TO JUNCTION WITH STATE ROUTE 47, TURN
 TU3376'LEFT GO 4.3 MILES NORTH ON STATE ROUTE 47 TO ENTRANCE TO PALAAU
 TU3376'STATE PARK ON LEFT, TURN LEFT GO 0.6 MILE WEST ON ROAD THRU PARK
 TU3376'TO END OF TRUCK TRAVEL AT TURN AROUND IN ROAD.  FROM HERE PACK
 TU3376'ABOUT 0.05 MILE SOUTHWEST TO TOP OF HILL AND STATION.
 TU3376'
 TU3376'STATE SURVEY MONUMENT, TYPE B NOW OVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1777 ***********************************************************************
 TU1777  DESIGNATION -  KILOHANA RESET=1134
 TU1777  PID         -  TU1777
 TU1777  STATE/COUNTY-  HI/KAUAI
 TU1777  USGS QUAD   -  WAIALEALE (1983)
 TU1777
 TU1777                         *CURRENT SURVEY CONTROL
 TU1777  ___________________________________________________________________
 TU1777* NAD 83(1993)-  21 59 39.37607(N)    159 25 53.71617(W)     ADJUSTED  
 TU1777* LOCAL TIDAL -       345.44   (meters)    1133.3    (feet)  LEVELING  
 TU1777  ___________________________________________________________________
 TU1777  EPOCH DATE  -        1993.62
 TU1777  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 TU1777  GEOID HEIGHT-          16.41  (meters)                     GEOID03
 TU1777
 TU1777  HORZ ORDER  -  SECOND
 TU1777  VERT ORDER  -  THIRD ?
 TU1777
 TU1777.The horizontal coordinates were established by classical geodetic methods
 TU1777.and adjusted by the National Geodetic Survey in December 1998..
 TU1777.The horizontal coordinates are valid at the epoch date displayed above.
 TU1777.The epoch date for horizontal control is a decimal equivalence
 TU1777.of Year/Month/Day.
 TU1777
 TU1777.The orthometric height was determined by differential leveling.
 TU1777.The vertical network tie was performed by a horz. field party for horz.
 TU1777.obs reductions. Reset procedures were used to establish the elevation.
 TU1777
 TU1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1777
 TU1777.The geoid height was determined by GEOID03.
 TU1777
 TU1777;                    North         East     Units Scale Factor Converg.
 TU1777;SPC HI 4     -    17,821.901   507,064.603   MT  0.99999062   +0 01 32.2
 TU1777;UTM  04      - 2,432,255.694   455,449.046   MT  0.99962452   -0 09 41.9
 TU1777
 TU1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1777!SPC HI 4     -   0.99994313  x   0.99999062  =   0.99993375
 TU1777!UTM  04      -   0.99994313  x   0.99962452  =   0.99956767
 TU1777
 TU1777:                Primary Azimuth Mark                     Grid Az
 TU1777:SPC HI 4     -  HANAMAULU MILL CHIMNEY                   088 38 11.3
 TU1777:UTM  04      -  HANAMAULU MILL CHIMNEY                   088 49 25.4
 TU1777
 TU1777|---------------------------------------------------------------------|
 TU1777| PID    Reference Object                     Distance      Geod. Az  |
 TU1777|                                                           dddmmss.s |
 TU1777| TU1756 HANAMAULU MILL CHIMNEY              APPROX. 7.9 KM 0883943.5 |
 TU1777| TU1744 AHUKINI LIGHT                       APPROX.10.3 KM 0901240.8 |
 TU1777| TU1761 LIHUE COUNTY BUILDING FLAGPOLE      APPROX. 7.0 KM 1074602.3 |
 TU1777| TU1749 REZ                                 APPROX.10.7 KM 1091335.4 |
 TU1777| TU1766 LIHUE MILL CHIMNEY                  APPROX. 6.5 KM 1093806.4 |
 TU1777| TU1760 LIHUE MUTUAL WIRELESS POLE          APPROX. 7.4 KM 1100109.8 |
 TU1777| TU1762 NININI POINT LIGHT RESET            APPROX.10.8 KM 1134314.2 |
 TU1777| TU1752 KUKII POINT LIGHT                   APPROX. 9.6 KM 1154328.1 |
 TU1777| TU1753 LONG GRAY SHED EAST GABLE           APPROX. 9.8 KM 1211936.2 |
 TU1777| TU1754 LONG GRAY SHED WEST GABLE           APPROX. 9.8 KM 1212853.2 |
 TU1777| TU1755 KALANIPUU                           APPROX. 9.7 KM 1242731.2 |
 TU1777| CJ8733 KILOHANA RM 1                        13.280 METERS 14909     |
 TU1777| CJ8736 KILOHANA RM 3 RESET                  13.631 METERS 19837     |
 TU1777| CJ8735 KILOHANA RM 3                                      23108     |
 TU1777| CJ8737 KILOHANA RM 4                        15.888 METERS 27835     |
 TU1777| CJ8734 KILOHANA RM 2                        12.880 METERS 28241     |
 TU1777|---------------------------------------------------------------------|
 TU1777
 TU1777                          SUPERSEDED SURVEY CONTROL
 TU1777
 TU1777  NAD 83(1986)-  21 59 39.35217(N)    159 25 53.76028(W) AD(       ) 2
 TU1777  OLD HI      -  21 59 50.66700(N)    159 26 03.82900(W) AD(       ) 2
 TU1777
 TU1777.Superseded values are not recommended for survey control.
 TU1777.NGS no longer adjusts projects to the OLD HI datum.
 TU1777.See file dsdata.txt to determine how the superseded data were derived.
 TU1777
 TU1777_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5544932256(NAD 83)
 TU1777
 TU1777  HISTORY     - Date     Condition        Report By
 TU1777  HISTORY     - UNK      MONUMENTED       USGS
 TU1777  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1777  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1777  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1777  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1777  HISTORY     - 1983     GOOD             USPSQD
 TU1777  HISTORY     - 1988     GOOD             USPSQD
 TU1777
 TU1777                          STATION DESCRIPTION
 TU1777
 TU1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1777'IN SOUTHWEST KAUAI, ON THE WEST RIM OF KILOHANA CRATER, ABOUT
 TU1777'4 MILES WEST-NORTHWEST OF LIHUE, AND ABOUT 3/4 MILE WEST OF
 TU1777'EISENBERGS MOUNTAIN HOUSE.  STATION IS ON HIGHEST PART OF RIM,
 TU1777'AND AT TOP OF STEEP SLOPE.  REACHED FROM LIHUE BY ROAD LEADING
 TU1777'UP TO AND PAST THE MOUNTAIN HOUSE, AND FROM KOLOA BY ROAD
 TU1777'LEAVING MAIN ROAD ABOUT 1 MILE EAST OF HALF WAY BRIDGE.  IN
 TU1777'1928 OLD TRAIL TO EISENBERGS HOUSE REPORTED AS USABLE FOR
 TU1777'CARS.  THE OLD MARK (GAS PIPE) OF THE HAWAIIAN GOVERNMENT
 TU1777'SURVEY WAS REPLACED IN 1910 BY A STANDARD BRONZE BENCH MARK
 TU1777'DISK OF THE UNITED STATES GEOLOGICAL SURVEY SET IN A 10-INCH
 TU1777'CONCRETE CYLINDER PROJECTING 1 INCH ABOVE THE GROUND.  IN
 TU1777'1928 THE ONLY 1910 REFERENCE MARK REMAINING WAS A GROUP OF 5
 TU1777'NAILS DRIVEN IN A BLAZE IN A 10-INCH TREE, 40 METERS WEST OF
 TU1777'STATION.  ITS AZIMUTH FROM THE STATION IS 51 DEG
 TU1777'08 MIN.  TWO OTHER REFERENCE MARKS WERE PLACED IN
 TU1777'1927, CONSISTING OF STANDARD DISK REFERENCE MARKS IN
 TU1777'BOWLDERS AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU1777'STATION--13.28 METERS (43.6 FEET), 329 DEG 09 MIN.  12.88
 TU1777'METERS (42.3 FEET), 102 DEG 41 MIN.
 TU1777
 TU1777                          STATION RECOVERY (1962)
 TU1777
 TU1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1777'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 TU1777'REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.  A NEW DESCRIPTION
 TU1777'FOLLOWS--
 TU1777'
 TU1777'THE STATION IS IN SOUTHWEST KAUAI, 4 MILES WEST NORTHWEST OF
 TU1777'LIHUE, 3/4 MILE WEST OF A MOUNTAIN HOUSE AND ON THE SOUTHWEST RIM OF
 TU1777'KILOHANA CRATER.  THE STATION IS ON THE HIGHEST PART OF THE RIM.
 TU1777'
 TU1777'TO REACH THE STATION FROM THE POST OFFICE IN PUHI, GO WESTERLY ON
 TU1777'STATE HIGHWAY 50 FOR 2.2 MILES TO A Y-FORK.  TURN RIGHT ON A
 TU1777'GRAVEL ROAD AND PASSING TO THE WEST OF A POND, CONTINUE
 TU1777'NORTHWESTERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 TU1777'NORTHERLY BETWEEN THE CANE FIELDS AND CONTINUE 3.3 MILES TO
 TU1777'A Y-FORK.  TAKE THE LEFT FORK, UP HILL AND AROUND THE FENCE
 TU1777'CORNER FOR 50 YARDS TO THE STATION ON THE RIGHT SIDE OF THE ROAD.
 TU1777'
 TU1777'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 TU1777'STAMPING UNKNOWN, WITH A TYPE B MONUMENT OVER THE MARK.  THE MARK
 TU1777'IS 18 FEET EAST OF THE CENTER OF THE BLADED ROAD AND 12 FEET WEST
 TU1777'OF THE EDGE OF THE CRATER.
 TU1777
 TU1777                          STATION RECOVERY (1963)
 TU1777
 TU1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1777'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1962.  RECOVERY
 TU1777'NOTE BY C.A.B. EXCEPT FOR THE FOLLOWING CHANGE.  THE 3.3 MILES
 TU1777'MENTIONED IN THE TO REACH DESCRIPTION SHOULD BE 2.3 MILES.
 TU1777
 TU1777                          STATION RECOVERY (1965)
 TU1777
 TU1777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1777'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE MARKS
 TU1777'HAVE BEEN DESTROYED BY GRADING AND ROAD CONSTRUCTION.  TWO NEW
 TU1777'REFERENCE MARKS, NUMBERS 3 AND 4, WERE ESTABLISHED.  A COMPLETE
 TU1777'DESCRIPTION FOLLOWS--
 TU1777'
 TU1777'STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF LIHUE, ON THE
 TU1777'SOUTH END OF THE RIDGE, OR RIM, BORDERING THE WEST SIDE OF
 TU1777'KILOHANA CRATER.  THE RIDGE IS BARE AND HAS A WIDE, BLADED ROAD
 TU1777'ALONG THE TOP.
 TU1777'
 TU1777'TO REACH STATION FROM THE POST OFFICE IN PUHI, GO WEST ON STATE
 TU1777'HIGHWAY 50 FOR 2.3 MILES TO FORK.  TAKE RIGHT FORK, GRAVEL ROAD,
 TU1777'AND GO 0.1 MILE, CROSS DRAIN BELOW DAM AND CONTINUE FOR 0.3
 TU1777'MILE.  TAKE RIGHT FORK AND FOLLOW MAIN CANE-FIELD ROAD UP GRADUAL
 TU1777'GRADE FOR 2.0 MILES TO FORK.  TAKE RIGHT FORK, UP AROUND POINT
 TU1777'OF HILL, FOR 0.3 MILE.  TAKE LEFT FORK FOR 0.05 MILE TO STATION
 TU1777'OF RIGHT.
 TU1777'
 TU1777'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 1134, SET
 TU1777'IN CONCRETE 6 INCHES BELOW THE 6-FOOT-SQUARE, CONCRETE PLATFORM
 TU1777'OF THE TYPE B-1 SIGNAL BUILT IN 1930 BY THE HAWAII TERRITORIAL
 TU1777'SURVEY.  ACCESS TO THE MARK IS HAD THROUGH A SMALL HAND-TUNNEL
 TU1777'PASSING BENEATH THE CENTER, CONCRETE PEDESTAL OF THE
 TU1777'SIGNAL.  STATION IS 46.7 FEET NORTHEAST OF A FENCE CORNER AND 9
 TU1777'FEET EAST OF EDGE OF ROAD.
 TU1777'
 TU1777'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KILOHANA
 TU1777'1910 1928 NO 3 1965, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU1777'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 2 FEET NORTH OF THE FENCE
 TU1777'CORNER, 8 FEET WEST OF EDGE OF ROAD AND 4.2 FEET LOWER THAN
 TU1777'STATION MARK.
 TU1777'
 TU1777'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED KILOHANA
 TU1777'1910 1928 NO 4 1965, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU1777'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 8 INCHES EAST OF
 TU1777'FENCE-LINE, 12 FEET WEST OF EDGE OF ROAD AND 1 FOOT HIGHER THAN
 TU1777'STATION MARK.
 TU1777
 TU1777                          STATION RECOVERY (1983)
 TU1777
 TU1777'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1777'1134 RECOVERED GOOD - STATION USED BY COUNTY SURVEYOR IN 1982.  NOT
 TU1777'VISITED.
 TU1777
 TU1777                          STATION RECOVERY (1988)
 TU1777
 TU1777'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1745 ***********************************************************************
 TU1745  DESIGNATION -  KIN
 TU1745  PID         -  TU1745
 TU1745  STATE/COUNTY-  HI/KAUAI
 TU1745  USGS QUAD   -  KAPAA (1996)
 TU1745
 TU1745                         *CURRENT SURVEY CONTROL
 TU1745  ___________________________________________________________________
 TU1745* NAD 83(1993)-  21 59 32.86113(N)    159 19 57.19430(W)     ADJUSTED  
 TU1745* LOCAL TIDAL -                                                        
 TU1745  ___________________________________________________________________
 TU1745  EPOCH DATE  -        1993.62
 TU1745  LAPLACE CORR-         -13.79  (seconds)                    DEFLEC99
 TU1745  GEOID HEIGHT-          15.13  (meters)                     GEOID03
 TU1745
 TU1745  HORZ ORDER  -  THIRD
 TU1745
 TU1745.The horizontal coordinates were established by classical geodetic methods
 TU1745.and adjusted by the National Geodetic Survey in December 1998..
 TU1745.The horizontal coordinates are valid at the epoch date displayed above.
 TU1745.The epoch date for horizontal control is a decimal equivalence
 TU1745.of Year/Month/Day.
 TU1745
 TU1745
 TU1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1745
 TU1745.The geoid height was determined by GEOID03.
 TU1745
 TU1745;                    North         East     Units Scale Factor Converg.
 TU1745;SPC HI 4     -    17,629.396   517,291.595   MT  0.99999369   +0 03 45.7
 TU1745;UTM  04      - 2,432,029.851   465,671.545   MT  0.99961456   -0 07 28.3
 TU1745
 TU1745                          SUPERSEDED SURVEY CONTROL
 TU1745
 TU1745  NAD 83(1986)-  21 59 32.83988(N)    159 19 57.24761(W) AD(       ) 4
 TU1745  OLD HI      -  21 59 44.16600(N)    159 20 07.30600(W) AD(       ) 3
 TU1745
 TU1745.Superseded values are not recommended for survey control.
 TU1745.NGS no longer adjusts projects to the OLD HI datum.
 TU1745.See file dsdata.txt to determine how the superseded data were derived.
 TU1745
 TU1745_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6567232030(NAD 83)
 TU1745
 TU1745  HISTORY     - Date     Condition        Report By
 TU1745  HISTORY     - UNK      MONUMENTED
 TU1745  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1745  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1745
 TU1745                          STATION DESCRIPTION
 TU1745
 TU1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1745'ON THE EAST COAST OF KAUAI ON AHUKINI WHARF.  STATION WAS FLAG
 TU1745'NAILED TO WEST UPRIGHT OF MAST OR FRAMEWORK OF SUGAR CHUTE ON
 TU1745'WHARF.  IN 1927 THE WEST UPRIGHT OF MAST OR FRAME WORK OF SUGAR
 TU1745'CHUTE AT AHUKINI WAS STILL STANDING.
 TU1745
 TU1745                          STATION RECOVERY (1965)
 TU1745
 TU1745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1745'STATION IS GONE.  THE OLD AHUKINI WHARF WAS ABANDONED LONG AGO
 TU1745'AND MOST ALL OF THE SUPERSTRUCTURE IS GONE, WITH ONLY THE PILING
 TU1745'AND FOUNDATION REMAINING.  AN ANGLE CHECK WAS MADE AT STATION
 TU1745'MAULU 1927 WHICH INDICATES THAT THE STATION WAS NOT LOCATED
 TU1745'ON THE REMAINING SUPERSTRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3303 ***********************************************************************
 TU3303  DESIGNATION -  KIOKIO
 TU3303  PID         -  TU3303
 TU3303  STATE/COUNTY-  HI/MAUI
 TU3303  USGS QUAD   -  
 TU3303
 TU3303                         *CURRENT SURVEY CONTROL
 TU3303  ___________________________________________________________________
 TU3303* NAD 83(1993)-  21 10 14.20595(N)    156 46 24.51402(W)     ADJUSTED  
 TU3303* LOCAL TIDAL -       540.     (meters)    1772.     (feet)  VERT ANG  
 TU3303  ___________________________________________________________________
 TU3303  EPOCH DATE  -        1993.62
 TU3303  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 TU3303  GEOID HEIGHT-          14.53  (meters)                     GEOID03
 TU3303
 TU3303  HORZ ORDER  -  SECOND
 TU3303
 TU3303.The horizontal coordinates were established by classical geodetic methods
 TU3303.and adjusted by the National Geodetic Survey in December 1998..
 TU3303.The horizontal coordinates are valid at the epoch date displayed above.
 TU3303.The epoch date for horizontal control is a decimal equivalence
 TU3303.of Year/Month/Day.
 TU3303
 TU3303.The orthometric height was determined by vertical angle observations.
 TU3303.No vertical observational check was made to the station.
 TU3303
 TU3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3303
 TU3303.The geoid height was determined by GEOID03.
 TU3303
 TU3303;                    North         East     Units Scale Factor Converg.
 TU3303;SPC HI 2     -    92,699.060   488,908.012   MT  0.99996819   -0 02 18.9
 TU3303;UTM  04      - 2,342,652.786   731,179.308   MT  1.00026048   +0 48 16.1
 TU3303
 TU3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3303!SPC HI 2     -   0.99991285  x   0.99996819  =   0.99988104
 TU3303!UTM  04      -   0.99991285  x   1.00026048  =   1.00017331
 TU3303
 TU3303|---------------------------------------------------------------------|
 TU3303| PID    Reference Object                     Distance      Geod. Az  |
 TU3303|                                                           dddmmss.s |
 TU3303| CN5468 KIOKIO RM 1                           4.941 METERS 07842     |
 TU3303| TU3296 KAWAIKAPU 2                         APPROX. 2.1 KM 1133709.7 |
 TU3303| CN5469 KIOKIO RM 2                           4.459 METERS 18307     |
 TU3303| TU3368 MOLOKAI LIGHTHOUSE                  APPROX.20.8 KM 2815843.4 |
 TU3303|---------------------------------------------------------------------|
 TU3303
 TU3303                          SUPERSEDED SURVEY CONTROL
 TU3303
 TU3303  NAD 83(1986)-  21 10 14.16200(N)    156 46 24.46135(W) AD(       ) 2
 TU3303  OLD HI      -  21 10 25.66200(N)    156 46 34.57000(W) AD(       ) 2
 TU3303
 TU3303.Superseded values are not recommended for survey control.
 TU3303.NGS no longer adjusts projects to the OLD HI datum.
 TU3303.See file dsdata.txt to determine how the superseded data were derived.
 TU3303
 TU3303_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3117942653(NAD 83)
 TU3303_MARKER: Z = SEE DESCRIPTION
 TU3303_SETTING: 0 = UNSPECIFIED SETTING
 TU3303
 TU3303  HISTORY     - Date     Condition        Report By
 TU3303  HISTORY     - 1962     MONUMENTED       CGS
 TU3303
 TU3303                          STATION DESCRIPTION
 TU3303
 TU3303'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3303'STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES EAST OF THE MOUTH OF
 TU3303'WAILAU STREAM, 2-1/2 MILES WEST-NORTHWEST OF THE OLD VILLAGE OF
 TU3303'HALAWA, AND 1/4 MILE SOUTH-SOUTHEAST OF KIOKIO POINT, ON THE
 TU3303'EXTREME NORTH END OF A BRUSH AND TREE-COVERED RIDGE AT ABOUT
 TU3303'1650 FEET ELEVATION.  THE RIDGE RISES GRADUALLY TO THE SOUTH FOR
 TU3303'ABOUT 1/2 MILE, WHERE IT JOINS THE MAIN EAST-WEST RIDGE AT AN
 TU3303'ELEVATION OF ABOUT 1950 FEET.
 TU3303'
 TU3303'TO REACH FROM THE CROSSROAD AT ENTRANCE TO PUU O HOKU RANCH, GO
 TU3303'NORTH ON STATE HIGHWAY FOR 2.7 MILES TO BOTTOM OF GRADE BY OLD
 TU3303'CHURCH.  TURN BACK SHARP LEFT FOR 0.05 MILE TO FORK.  TAKE RIGHT
 TU3303'FORK AND GO 0.1 MILE TO CONCRETE BRIDGE AND END OF TRUCK
 TU3303'TRAVEL.  WALK NORTHEAST ALONG BEACH ROAD FOR ABOUT 1/4 MILE TO
 TU3303'GATE IN FENCE CORNER.  PASS THROUGH GATE AND FOLLOW OLD ROAD
 TU3303'ABOUT 1/4 MILE TO FENCE CORNER ON LEFT.  CONTINUE ON WASHED OUT
 TU3303'ROAD WINDING UP CANYON FOR ABOUT 1 MILE TO GATE AT TOP OF
 TU3303'GRADE.  PASS THROUGH GATE AND FOLLOW ROAD ABOUT 1 MILE TO
 TU3303'STATION KAWAIKAPU 2 ON LEFT.  CONTINUE ON ROAD WESTERLY FOR ABOUT
 TU3303'3/4 MILE TO FORK.  TAKE RIGHT FORK, STRAIGHT AHEAD, FOR ABOUT 1
 TU3303'MILE, DROPPING DOWN INTO TIMBERED DRAW, THEN UP ALONG RIDGE, TO
 TU3303'THE BEGINNING OF A CLEARED AREA.  GO RIGHT,
 TU3303'NORTHWESTERLY DOWN ALONG FLAT TOPPED RIDGE ABOUT 1/4 MILE TO
 TU3303'END OF FLAT.  GO RIGHT, FOLLOWING DOWN A SHARP-CRESTED,
 TU3303'SNAG-COVERED RIDGE ABOUT 200 YARDS TO START OF BRUSH, THEN
 TU3303'FOLLOW DEER TRAIL DOWN THROUGH BRUSH AND TREES ABOUT 300 YARDS
 TU3303'TO GRASSY OPENING AND STATION.
 TU3303'
 TU3303'NOTE--PACKING TIME ABOUT 4 HOURS.
 TU3303'
 TU3303'STATION MARK IS A STANDARD DISK STAMPED KIOKIO 1962, BRAZED TO
 TU3303'THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 8 INCHES ABOVE
 TU3303'GROUND.  IT IS 14.5 FEET NORTH OF A TRIANGLE BLAZE ON A
 TU3303'HORIZONTAL TREE TRUNK AND ABOUT 10 YARDS SOUTH-SOUTHWEST OF THE
 TU3303'EDGE OF THE CLIFF.
 TU3303'
 TU3303'REFERENCE MARK ONE IS A STANDARD DISK STAMPED KIOKIO NO 1 1962,
 TU3303'BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 6 INCHES
 TU3303'ABOVE GROUND.  IT IS 7 FEET WEST OF A TRIPLE-NOTCHED, 5-INCH TREE,
 TU3303'IN THE OPEN GRASSY AREA, AND ABOUT 1-1/2 FEET LOWER THAN THE
 TU3303'STATION.
 TU3303'
 TU3303'REFERENCE MARK TWO IS A STANDARD DISK STAMPED KIOKIO NO 2 1962,
 TU3303'BRAZED TO THE TOP OF A 1-INCH IRON PIPE THAT PROJECTS 6 INCHES
 TU3303'ABOVE GROUND.  IT IS SET IN THE DEER TRAIL, DIRECTLY UNDER THE
 TU3303'TRIANGLE BLAZE ON THE HORIZONTAL TREE TRUNK AND IS ABOUT 2 FEET
 TU3303'HIGHER THAN THE STATION.
 TU3303'
 TU3303'STATION KAWAIKAPU 2 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2442 ***********************************************************************
 TU2442  DESIGNATION -  KIPAEPAE 1898
 TU2442  PID         -  TU2442
 TU2442  STATE/COUNTY-  HI/HAWAII
 TU2442  USGS QUAD   -  NAALEHU (1981)
 TU2442
 TU2442                         *CURRENT SURVEY CONTROL
 TU2442  ___________________________________________________________________
 TU2442* NAD 83(1993)-  19 02 06.00021(N)    155 34 10.90438(W)     ADJUSTED  
 TU2442* LOCAL TIDAL -       141.7    (meters)     465.     (feet)  VERT ANG  
 TU2442  ___________________________________________________________________
 TU2442  EPOCH DATE  -        1993.62
 TU2442  LAPLACE CORR-          -8.60  (seconds)                    DEFLEC99
 TU2442  GEOID HEIGHT-          16.93  (meters)                     GEOID03
 TU2442
 TU2442  HORZ ORDER  -  SECOND
 TU2442
 TU2442.The horizontal coordinates were established by classical geodetic methods
 TU2442.and adjusted by the National Geodetic Survey in December 1998..
 TU2442.The horizontal coordinates are valid at the epoch date displayed above.
 TU2442.The epoch date for horizontal control is a decimal equivalence
 TU2442.of Year/Month/Day.
 TU2442
 TU2442.The orthometric height was determined by vertical angle observations.
 TU2442
 TU2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2442
 TU2442.The geoid height was determined by GEOID03.
 TU2442
 TU2442;                    North         East     Units Scale Factor Converg.
 TU2442;SPC HI 1     -    22,323.460   492,663.383   MT  0.99996733   -0 01 21.8
 TU2442;UTM  05      - 2,106,679.268   229,524.531   MT  1.00050443   -0 50 19.0
 TU2442
 TU2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2442!SPC HI 1     -   0.99997506  x   0.99996733  =   0.99994239
 TU2442!UTM  05      -   0.99997506  x   1.00050443  =   1.00047948
 TU2442
 TU2442:                Primary Azimuth Mark                     Grid Az
 TU2442:SPC HI 1     -  KAMEHAME NEW                             041 54 23.5
 TU2442:UTM  05      -  KAMEHAME NEW                             042 43 20.7
 TU2442
 TU2442|---------------------------------------------------------------------|
 TU2442| PID    Reference Object                     Distance      Geod. Az  |
 TU2442|                                                           dddmmss.s |
 TU2442| TU2363 KAMEHAME NEW                        APPROX.16.3 KM 0415301.7 |
 TU2442|---------------------------------------------------------------------|
 TU2442
 TU2442                          SUPERSEDED SURVEY CONTROL
 TU2442
 TU2442  NAD 83(1986)-  19 02 05.98349(N)    155 34 10.95348(W) AD(       ) 2
 TU2442  OLD HI      -  19 02 16.79400(N)    155 34 20.97300(W) AD(       ) 2
 TU2442
 TU2442.Superseded values are not recommended for survey control.
 TU2442.NGS no longer adjusts projects to the OLD HI datum.
 TU2442.See file dsdata.txt to determine how the superseded data were derived.
 TU2442
 TU2442_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2952506679(NAD 83)
 TU2442
 TU2442  HISTORY     - Date     Condition        Report By
 TU2442  HISTORY     - 1898     FIRST OBSERVED   CGS
 TU2442  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2442  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2442  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2442  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2442  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2442  HISTORY     - 19791001 GOOD             NOS
 TU2442
 TU2442                          STATION DESCRIPTION
 TU2442
 TU2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2442'ON THE SOUTHERN COAST OF HAWAII, ON SOUTHERN KA-U, ON THE SLOPE,
 TU2442'3-1/2 MILES SOUTH BY WEST FROM HONUAPO WHARF, 780 METERS IN FROM
 TU2442'THE EDGE OF THE 180-FOOT CLIFFS, AND 1,450 METERS N. 17 DEG
 TU2442'E. FROM THE POINT WHERE THESE CLIFFS TURN INSHORE, NORTH OF A LAVA
 TU2442'FLAT, AND ABOUT 90 METERS NORTH OF A STONE WALL ON THE UPPER OR
 TU2442'MAUKA SIDE OF A PASTURE.  MARKED BY A CROSS CUT IN THE SOLID
 TU2442'ROCK, OVER WHICH IS A 10-FOOT CAIRN WITH 12-FOOT BASE, TERRACED,
 TU2442'AND PAINTED WHITE.
 TU2442
 TU2442                          STATION RECOVERY (1938)
 TU2442
 TU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2442'DETAILED STATEMENT AS TO THE FITNESS OF THE ORIGINAL DESCRIPTION--
 TU2442'
 TU2442'LOCATION OF STATION--IN THE SOUTHERN PART OF HAWAII ABOUT 3-1/2
 TU2442'MILES SOUTHWEST OF HONUAPO WHARF AND ABOUT 2 MILES BELOW OR
 TU2442'SOUTHEAST FROM NAALEHU VILLAGE.  BEST APPROACH IS BY TAKING THE
 TU2442'ROAD THAT GOES DOWN FROM THE PLANTATION STORE AND THEATRE.  THIS
 TU2442'ROAD STOPS AT A POINT ABOUT 1/2 MILE FROM THE STATION.
 TU2442'
 TU2442'OLD MARK FOUND--DRILL HOLE IN + CUT IN PAHOEHOE IN TERRACED
 TU2442'STONEPILE 10-FEET HIGH.
 TU2442'
 TU2442'NEW STATION MARK--10-FOOT 2-1/2 IN PIPE SET IN CONCRETE OVER
 TU2442'MARK WITH STANDARD METAL TARGET.  THE STONEPILE WAS REBUILT AS
 TU2442'FOLLOWS--FIRST TERRACE 16 FEET IN DIAMETER ABOUT 4 FEET
 TU2442'HIGH.  SECOND TERRACE, 8 FEET IN DIAMETER AND ABOUT 5 FEET HIGH
 TU2442'COMPLETELY PLASTERED WITH MORTAR AND CONCRETE PLATFORM ON TOP.
 TU2442
 TU2442                          STATION RECOVERY (1948)
 TU2442
 TU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2442'IN 1939 THE ORIGINAL STATION WAS REPORTED TO HAVE BEEN RECOVERED
 TU2442'BY THE TERRITORY SURVEY DEPARTMENT.  ALSO IN 1939 A 2-1/2 INCH
 TU2442'PIPE WAS REPORTED TO HAVE BEEN CENTERED OVER THE ORIGINAL STATION
 TU2442'AND THE CAIRN WAS PLASTERED WITH MORTAR AND A CONCRETE PLATFORM
 TU2442'WAS BUILT ON TOP.  THE CENTER OF THIS PIPE WAS USED AS THE 1949
 TU2442'STATION.  A NEW DESCRIPTION FOLLOWS--
 TU2442'
 TU2442'THE STATION IS LOCATED ABOUT 4 MILES SOUTH SOUTHWEST OF HONUAPO,
 TU2442'ABOUT 2 MILES SOUTH SOUTHEAST OF NAALEHU, ABOUT 0.7 MILE NORTH
 TU2442'OF THE SEA, ABOUT 100 YARDS WEST OF A ROCK WALL AND AT THE END
 TU2442'OF A DIM TRACK ROAD.  HIGHER GROUND IS TO THE NORTH.
 TU2442'
 TU2442'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO SOUTH, ON THE PAVED
 TU2442'ROAD, FOR 0.15 MILE TO THE END OF THE PAVEMENT.  CONTINUE STRAIGHT
 TU2442'AHEAD, ON A DIRT ROAD, FOR 0.05 MILE.  PASS THROUGH A BOARD GATE
 TU2442'AND FOLLOW THE DIRT ROAD SOUTHERLY, PASSING THROUGH THE VILLAGE
 TU2442'DUMP, FOR 1.7 MILES.  PASS TO THE LEFT HAND SIDE OF A LARGE
 TU2442'WOODEN TANK AND CONTINUE SOUTHERLY, ON A DIM TRACK ROAD, FOR 0.2
 TU2442'MILE.  PASS TO THE LEFT HAND SIDE OF A STEEL BOILER AND
 TU2442'CONTINUE SOUTHERLY FOR 0.4 MILE TO THE END OF THE ROAD AND THE
 TU2442'STATION.
 TU2442'
 TU2442'THE STATION IS THE CENTER OF A 2-1/2 INCH PIPE WHICH PROJECTS
 TU2442'ABOUT 2 FEET FROM THE TOP OF A CIRCULAR STONE AND CONCRETE
 TU2442'PLATFORM WHICH IS ABOUT 7.5 FEET IN HEIGHT AND ABOUT 8 FEET IN
 TU2442'DIAMETER.  THE STONE AND CONCRETE PLATFORM RESTS ON A CIRCULAR
 TU2442'BASE OF STONES WHICH IS ABOUT 16 FEET IN DIAMETER AND ABOUT 3
 TU2442'FEET HIGH.
 TU2442
 TU2442                          STATION RECOVERY (1967)
 TU2442
 TU2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2442'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2442'FOLLOWS--
 TU2442'
 TU2442'STATION IS LOCATED IN THE SOUTHERN PART OF THE ISLAND, ABOUT 2
 TU2442'MILES SOUTH-SOUTHEAST OF NAALEHU AND 1/2-MILE NORTHWEST FROM
 TU2442'COAST-LINE, AT ABOUT 465 FEET ELEVATION, IN BRUSHY PASTURE LAND.
 TU2442'
 TU2442'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO EAST ON
 TU2442'STATE HIGHWAY 11 FOR 0.1 MILE.  TURN RIGHT, GO 50 YARDS, THEN TAKE
 TU2442'LEFT FORK AND GO 0.15 MILE TO FORK.  TAKE LEFT FORK AND GO 0.5 MILE
 TU2442'TO LOCKED GATE AFTER PASSING DUMP.  PASS THROUGH GATE AND CONTINUE
 TU2442'FOR 0.25 MILE.  TAKE LEFT FORK AND GO 0.4 MILE TO BOARD GATE.
 TU2442'PASS THROUGH GATE AND GO 0.5 MILE TO BOARD GATE ON RIGHT FORK.
 TU2442'PASS THROUGH GATE AND CONTINUE, ON RIGHT SIDE OF STONE WALL,
 TU2442'FOR 0.55 MILE TO DIM LEFT FORK.  TAKE LEFT FORK AND GO 0.2 MILE
 TU2442'TO BOARD GATE.  PASS THROUGH GATE, TURN RIGHT, ALONG FENCE,
 TU2442'AND GO 0.1 MILE TO STATION.
 TU2442'
 TU2442'STATION IS THE CENTER OF A 2-1/2-INCH IRON PIPE THAT PROJECTS 2
 TU2442'FEET FROM THE CENTER OF A CIRCULAR, STONE AND CONCRETE PLATFORM
 TU2442'8 FEET IN DIAMETER AND EXTENDING 5 FEET ABOVE A LARGER STONE AND
 TU2442'CONCRETE BASE THAT IS 16 FEET IN DIAMETER AND EXTENDS 4 FEET ABOVE
 TU2442'GROUND.  A REMOVABLE, RED AND WHITE METAL TARGET 8 FEET TALL SETS
 TU2442'IN THE STATION PIPE.  STATION IS 30 FEET SOUTHWEST OF TRACK
 TU2442'ROAD, 400 FEET SOUTHWEST OF A STONE WALL AND 60 YARDS SOUTHEAST
 TU2442'OF A FENCE LINE.
 TU2442'
 TU2442'NOTE--KEY FOR LOCKED GATE WAS OBTAINED AT THE HAWAIIAN RANCH
 TU2442'CO. OFFICE IN NAALEHU.
 TU2442
 TU2442                          STATION RECOVERY (1978)
 TU2442
 TU2442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2442'THE STATION WAS RECOVERED IN GOOD CONDITION.  ALL DESCRIPTION
 TU2442'ADEQUATE.  THIS IS PART OF THE PARKER RANCH.
 TU2442
 TU2442                          STATION RECOVERY (1979)
 TU2442
 TU2442'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2442'THE STATION WAS RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS. THE
 TU2442'STATION IS LOCATED IN THE SOUTHERN PART OF THE ISLAND ABOUT 2 MI (3.2
 TU2442'KM) SOUTH SOUTHEAST OF THE TOWN OF NAALEHU 0.5 MI (0.8 KM) NORTHWEST
 TU2442'FROM THE COASTLINE AT ABOUT 465 FT (141.7 M) ELEVATION IN BRUSHY
 TU2442'PASTURE LAND. TO REACH FROM THE POST OFFICE IN NAALEHU, GO EAST ON
 TU2442'STATE HWY 11 FOR 0.1 MI, TURN RIGHT, GO 50 YARDS TAKE LEFT FORK, DRIVE
 TU2442'0.15 MI (0.24 KM) TO FORK, TAKE LEFT FORK AND GO 0.5 MI (0.8 KM) TO
 TU2442'LOCKED GATE. PASS THRU GATE AND GO 0.25 MI (0.40 KM) TO FORK.  TAKE
 TU2442'LEFT FORK AND GO 0.4 MI (0.6 KM) TO BOARD GATE ADJACENT TO CORRAL.
 TU2442'PASS THRU GATE AND CONTINUE ON RIGHT SIDE OF STONE WALL FOR 0.55 MI
 TU2442'(0.89 KM) TO DIM LEFT FORK.  TAKE LEFT FORK AND GO 0.2 MI (0.3 KM) TO
 TU2442'BOARD GATE. PASS THRU GATE, TURN RIGHT ALONG FENCE AND GO 0.1 MI (0.2
 TU2442'KM) TO STATION.  STATION IS THE CENTER OF A 2.5 INCH IRON PIPE THAT
 TU2442'PROJECTS 2 FT (0.6 M) FROM THE CENTER OF A CIRCULAR STONE AND CONCRETE
 TU2442'PLATFORM 8 FT (2.4 M) IN DIAMETER AND EXTENDING 5 FT (1.5 M) ABOVE A
 TU2442'LARGER STONE AND CONCRETE BASE THAT IS 16 FT (4.9 M) IN DIAMETER AND
 TU2442'EXTENDS 4 FT (1.2 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2837 ***********************************************************************
 TU2837  DESIGNATION -  KIPAHULU CATH CHURCH
 TU2837  PID         -  TU2837
 TU2837  STATE/COUNTY-  HI/MAUI
 TU2837  USGS QUAD   -  KIPAHULU (1983)
 TU2837
 TU2837                         *CURRENT SURVEY CONTROL
 TU2837  ___________________________________________________________________
 TU2837* NAD 83(1993)-  20 39 20.10954(N)    156 02 57.92684(W)     ADJUSTED  
 TU2837* LOCAL TIDAL -        65.2    (meters)     214.     (feet)  VERT ANG  
 TU2837  ___________________________________________________________________
 TU2837  EPOCH DATE  -        1993.62
 TU2837  X           -  -5,456,598.289 (meters)                     COMP
 TU2837  Y           -  -2,423,796.261 (meters)                     COMP
 TU2837  Z           -   2,235,783.876 (meters)                     COMP
 TU2837  LAPLACE CORR-         -10.56  (seconds)                    DEFLEC99
 TU2837  ELLIP HEIGHT-          81.50  (meters)          (11/30/94) GPS OBS
 TU2837  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU2837
 TU2837  HORZ ORDER  -  FIRST
 TU2837  ELLP ORDER  -  FIFTH     CLASS I
 TU2837
 TU2837.The horizontal coordinates were established by GPS observations
 TU2837.and adjusted by the National Geodetic Survey in November 1994..
 TU2837.No horizontal observational check was made to the station.
 TU2837.The horizontal coordinates are valid at the epoch date displayed above.
 TU2837.The epoch date for horizontal control is a decimal equivalence
 TU2837.of Year/Month/Day.
 TU2837
 TU2837.The orthometric height was determined by vertical angle observations.
 TU2837
 TU2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU2837
 TU2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2837
 TU2837.The ellipsoidal height was determined by GPS observations
 TU2837.and is referenced to NAD 83.
 TU2837
 TU2837.The geoid height was determined by GEOID03.
 TU2837
 TU2837;                    North         East     Units Scale Factor Converg.
 TU2837;SPC HI 2     -    35,797.786   564,319.812   MT  1.00001777   +0 13 03.9
 TU2837;UTM  04      - 2,286,825.402   807,450.550   MT  1.00076838   +1 02 29.9
 TU2837;UTM  05      - 2,287,015.953   182,242.206   MT  1.00084805   -1 04 35.7
 TU2837
 TU2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2837!SPC HI 2     -   0.99998719  x   1.00001777  =   1.00000496
 TU2837!UTM  04      -   0.99998719  x   1.00076838  =   1.00075556
 TU2837!UTM  05      -   0.99998719  x   1.00084805  =   1.00083523
 TU2837
 TU2837|---------------------------------------------------------------------|
 TU2837| PID    Reference Object                     Distance      Geod. Az  |
 TU2837|                                                           dddmmss.s |
 TU2837| TU2822 PUHILELE                            350.831 METERS 14042     |
 TU2837| CN5470 KIPAHULU CATH CHURCH RM 1             7.725 METERS 16010     |
 TU2837| TU2826 KIPAHULU OLD SUGAR MILL STACK       APPROX. 0.7 KM 2545409.6 |
 TU2837| CN5471 KIPAHULU CATH CHURCH RM 2             4.061 METERS 26902     |
 TU2837|---------------------------------------------------------------------|
 TU2837
 TU2837                          SUPERSEDED SURVEY CONTROL
 TU2837
 TU2837  NAD 83(1986)-  20 39 20.07788(N)    156 02 57.94707(W) AD(       ) 1
 TU2837  OLD HI      -  20 39 31.55400(N)    156 03 08.02400(W) AD(       ) 1
 TU2837
 TU2837.Superseded values are not recommended for survey control.
 TU2837.NGS no longer adjusts projects to the OLD HI datum.
 TU2837.See file dsdata.txt to determine how the superseded data were derived.
 TU2837
 TU2837_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0745186825(NAD 83)
 TU2837_MARKER: DD = SURVEY DISK
 TU2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2837_SP_SET: CONCRETE POST
 TU2837_STAMPING: KIPAHULU CATH CHURCH
 TU2837_MARK LOGO: NOS   
 TU2837_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2837+STABILITY: SURFACE MOTION
 TU2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2837+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU2837
 TU2837  HISTORY     - Date     Condition        Report By
 TU2837  HISTORY     - 1950     MONUMENTED       CGS
 TU2837  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2837  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2837  HISTORY     - 19930807 GOOD             NOS
 TU2837
 TU2837                          STATION DESCRIPTION
 TU2837
 TU2837'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2837'OLD DESCRIPTION.  ON SOUTHEASTERN COAST OF MAUI, ON PLATFORM
 TU2837'OF ANCIENT HEIAU, IN GRANT 1657, IN KAKALAHALE, 2.8 FEET
 TU2837'WEST OF THE WALL 12.8 FEET EAST OF THE CORNER OF STONE HOUSE,
 TU2837'AND SOUTHEAST OF THE CHURCH.
 TU2837'
 TU2837'STATION RECOVERED WAS A 1/2 INCH IRON PIPE SET FLUSH IN THE TOP
 TU2837'OF A CONCRETE BLOCK FLUSH WITH THE SURFACE.  CATH CHURCH RESET
 TU2837'1910 WAS INSCRIBED IN THE BLOCK.  PRESENT MEASUREMENTS CHECK
 TU2837'WITH THE OLD.  NO RECORD IS AVAILABLE AS TO WHO RESET THE
 TU2837'STATION.
 TU2837'
 TU2837'A STANDARD DISK STAMPED KIPAHULU CATH CHURCH 1950 WAS
 TU2837'CEMENTED IN THE 1/2 INCH PIPE AND THE CONCRETE BLOCK WAS
 TU2837'SMOOTHED OVER.
 TU2837'
 TU2837'REFERENCE MARK NO.1 IS SOUTHEAST OF THE STATION.  A STANDARD
 TU2837'DISK STAMPED KIPAHULU CATH CHURCH NO 1 1950, SET IN A BURIED
 TU2837'BOULDER FLUSH WITH THE GROUND, 10 FEET WEST OF THE WALL.
 TU2837'
 TU2837'REFERENCE MARK NO.2 IS SOUTHWEST OF THE STATION.  A STANDARD
 TU2837'DISK STAMPED KIPAHULU CATH CHURCH NO 2 1950 SET IN THE BOTTOM
 TU2837'STONE OF THE FOUNDATION AT THE NORTHEAST CORNER OF THE OLD
 TU2837'STONE HOUSE.
 TU2837'
 TU2837'TO REACH FROM THE POST OFFICE AT HANA--GO SOUTHERLY ON COAST
 TU2837'HIGHWAY FOR 10.5 MILES, TURN LEFT ON NARROW LANE AND GO EAST
 TU2837'FOR 0.15 MILES TO OLD CHURCH AND STATION.
 TU2837'
 TU2837'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 TU2837
 TU2837                          STATION RECOVERY (1961)
 TU2837
 TU2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2837'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2837'CONDITION.  TO REACH THE STATION FROM THE PRESENT CATHOLIC
 TU2837'CHURCH IN KIPAHULU, GO EAST ALONG STATE HIGHWAY 31 FOR ABOUT
 TU2837'0.1 MILE TO A GROWN OVER LANE LEADING SOUTH.  GO SOUTH ON
 TU2837'LANE TO SITE OF OLD CEMETERY AND TURN EAST ALONG OLD WALL.  THE
 TU2837'STATION IS ON THE WEST SIDE OF A NORTH-SOUTH WALL AND SOUTH OF
 TU2837'THE EAST-WEST WALL.
 TU2837'
 TU2837'THE DESCRIPTION IS ADEQUATE WITH THE ADDITION NOTED ABOVE.
 TU2837
 TU2837                          STATION RECOVERY (1968)
 TU2837
 TU2837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2837'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2837'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2837'
 TU2837'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF HANA AND 0.4
 TU2837'MILE EAST OF THE KIPAHULU RANCH HEADQUARTERS, AT THE
 TU2837'KANEKAUILA HEIAU, NEAR STONE WALL AT NORTHEAST END OF THE
 TU2837'FLAT ROCK-COVERED AREA IN FRONT OF OLD STONE HOUSE BASE.
 TU2837'
 TU2837'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO
 TU2837'SOUTHEAST ON STATE HIGHWAY 37 FOR 0.85 MILE.  TAKE RIGHT FORK
 TU2837'AND FOLLOW STATE HIGHWAY 31 EAST FOR 26.9 MILES TO THE
 TU2837'KIPAHULU RANCH HEADQUARTERS ON LEFT.  CONTINUE AHEAD FOR 0.4
 TU2837'MILE TO WIRE GATE ON RIGHT.  PASS THROUGH GATE AND GO 0.1 MILE
 TU2837'TO END OF TRACK ROAD AT HEIAU, AND STATION.
 TU2837'
 TU2837'STATION MARK IS A STANDARD DISK STAMPED KIPAHULU CATH
 TU2837'CHURCH 1950, SET IN THE CENTER OF A 30-INCH-DIAMETER MASS OF
 TU2837'CONCRETE FLUSH WITH ROCKS, 3 FEET SOUTHWEST OF STONE WALL AND
 TU2837'13 FEET EAST OF THE SOUTHEAST CORNER OF THE 18 X 34-FOOT STONE
 TU2837'WALL ENCLOSURE (OLD HOUSE BASE).
 TU2837'
 TU2837'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU2837'KIPAHULU CATH CHURCH NO 1 1950, CEMENTED IN A DRILL HOLE IN
 TU2837'A BOULDER FLUSH WITH SURROUNDING ROCKS, 10 FEET SOUTHWEST
 TU2837'OF THE STONE WALL AND 1.2 FEET LOWER THAN STATION MARK.
 TU2837'
 TU2837'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2837'KIPAHULU CATH CHURCH NO 2 1950, CEMENTED IN A DRILL HOLE IN
 TU2837'LARGE BOULDER IN BASE OF SOUTHEAST CORNER OF THE STONE HOUSE
 TU2837'BASE.  IT PROJECTS 16 INCHES ABOVE GROUND AND IS 1 FOOT
 TU2837'HIGHER THAN STATION MARK.
 TU2837
 TU2837                          STATION RECOVERY (1993)
 TU2837
 TU2837'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU2837'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2826 ***********************************************************************
 TU2826  DESIGNATION -  KIPAHULU OLD SUGAR MILL STACK
 TU2826  PID         -  TU2826
 TU2826  STATE/COUNTY-  HI/MAUI
 TU2826  USGS QUAD   -  KIPAHULU (1983)
 TU2826
 TU2826                         *CURRENT SURVEY CONTROL
 TU2826  ___________________________________________________________________
 TU2826* NAD 83(1993)-  20 39 14.10376(N)    156 03 21.57718(W)     ADJUSTED  
 TU2826* LOCAL TIDAL -                                                        
 TU2826  ___________________________________________________________________
 TU2826  EPOCH DATE  -        1993.62
 TU2826  LAPLACE CORR-         -10.30  (seconds)                    DEFLEC99
 TU2826  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU2826
 TU2826  HORZ ORDER  -  THIRD
 TU2826
 TU2826.The horizontal coordinates were established by classical geodetic methods
 TU2826.and adjusted by the National Geodetic Survey in December 1998..
 TU2826.The horizontal coordinates are valid at the epoch date displayed above.
 TU2826.The epoch date for horizontal control is a decimal equivalence
 TU2826.of Year/Month/Day.
 TU2826
 TU2826
 TU2826.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2826
 TU2826.The geoid height was determined by GEOID03.
 TU2826
 TU2826;                    North         East     Units Scale Factor Converg.
 TU2826;SPC HI 2     -    35,610.498   563,635.908   MT  1.00001669   +0 12 55.5
 TU2826;UTM  04      - 2,286,628.152   806,768.899   MT  1.00076321   +1 02 21.2
 TU2826;UTM  05      - 2,286,844.017   181,553.672   MT  1.00085347   -1 04 43.8
 TU2826
 TU2826                          SUPERSEDED SURVEY CONTROL
 TU2826
 TU2826  NAD 83(1986)-  20 39 14.07197(N)    156 03 21.59709(W) AD(       ) 4
 TU2826  OLD HI      -  20 39 25.54800(N)    156 03 31.67600(W) AD(       ) 3
 TU2826
 TU2826.Superseded values are not recommended for survey control.
 TU2826.NGS no longer adjusts projects to the OLD HI datum.
 TU2826.See file dsdata.txt to determine how the superseded data were derived.
 TU2826
 TU2826_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0676986628(NAD 83)
 TU2826
 TU2826  HISTORY     - Date     Condition        Report By
 TU2826  HISTORY     - 1950     MONUMENTED       CGS
 TU2826  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2826  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2826
 TU2826                          STATION DESCRIPTION
 TU2826
 TU2826'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2826'THE STATION IS THE TOP AND CENTER OF CONCRETE SMOKESTACK WHICH
 TU2826'IS LOCATED AT THE ABANDONED RUINS OF THE OLD KIPAHULU SUGAR
 TU2826'MILL.  IT LIES ABOUT 200 FEET WEST OF THE ROAD WHICH RUNS BETWEEN
 TU2826'HANA AND KAUPO, ABOUT 100 FEET SOUTH OF THE SHOPS AND SHEDS
 TU2826'OF THE ULUPALAKUA RANCH HEADQUARTERS AND JUST WEST OF THE
 TU2826'CONCRETE BOILER HOUSE.
 TU2826'
 TU2826'THE STACK IS CONSTRUCTED OF CEMENT AND IS 7 FEET IN DIAMETER AND
 TU2826'92 FEET IN HEIGHT.
 TU2826
 TU2826                          STATION RECOVERY (1961)
 TU2826
 TU2826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2826'THE OLD CONCRETE STACK WAS RECOVERED IN GOOD CONDITION.  THE ROAD
 TU2826'BETWEEN HANA AND KAUPO IS NOW STATE HIGHWAY 31.  THE DESCRIPTION
 TU2826'IS ADEQUATE AND COMPLETE.
 TU2826
 TU2826                          STATION RECOVERY (1968)
 TU2826
 TU2826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2826'STATION WAS RECOVERED.  LOCATED ABOUT 8 MILES SOUTHWEST OF HANA,
 TU2826'AT THE KIPAHULU RANCH HEADQUARTERS, ABOUT 200 FEET NORTHWEST
 TU2826'OF STATE HIGHWAY 31, AT THE OLD, CONCRETE AND BRICK, MILL
 TU2826'FOUNDATION.
 TU2826'
 TU2826'STATION IS CENTER OF TOP OF THE GREY, CONCRETE STACK 7 FEET
 TU2826'IN DIAMETER AND 92 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2825 ***********************************************************************
 TU2825  DESIGNATION -  KIPAHULU PROT CH RESET
 TU2825  PID         -  TU2825
 TU2825  STATE/COUNTY-  HI/MAUI
 TU2825  USGS QUAD   -  KIPAHULU (1983)
 TU2825
 TU2825                         *CURRENT SURVEY CONTROL
 TU2825  ___________________________________________________________________
 TU2825* NAD 83(1993)-  20 39 03.18560(N)    156 03 18.84998(W)     ADJUSTED  
 TU2825* LOCAL TIDAL -        49.     (meters)     161.     (feet)  SCALED    
 TU2825  ___________________________________________________________________
 TU2825  EPOCH DATE  -        1993.62
 TU2825  LAPLACE CORR-         -10.04  (seconds)                    DEFLEC99
 TU2825  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU2825
 TU2825  HORZ ORDER  -  SECOND
 TU2825
 TU2825.The horizontal coordinates were established by classical geodetic methods
 TU2825.and adjusted by the National Geodetic Survey in December 1998..
 TU2825.The horizontal coordinates are valid at the epoch date displayed above.
 TU2825.The epoch date for horizontal control is a decimal equivalence
 TU2825.of Year/Month/Day.
 TU2825
 TU2825.The orthometric height was scaled from a topographic map.
 TU2825
 TU2825.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2825
 TU2825.The geoid height was determined by GEOID03.
 TU2825
 TU2825;                    North         East     Units Scale Factor Converg.
 TU2825;SPC HI 2     -    35,275.020   563,716.116   MT  1.00001682   +0 12 56.3
 TU2825;UTM  04      - 2,286,293.612   806,853.986   MT  1.00076385   +1 02 21.7
 TU2825;UTM  05      - 2,286,506.531   181,626.343   MT  1.00085289   -1 04 42.3
 TU2825
 TU2825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2825!SPC HI 2     -   0.99998986  x   1.00001682  =   1.00000668
 TU2825!UTM  04      -   0.99998986  x   1.00076385  =   1.00075370
 TU2825!UTM  05      -   0.99998986  x   1.00085289  =   1.00084274
 TU2825
 TU2825:                Primary Azimuth Mark                     Grid Az
 TU2825:SPC HI 2     -  MAKALIIHANAU 1878                        041 13 50.0
 TU2825:UTM  04      -  MAKALIIHANAU 1878                        040 24 24.6
 TU2825:UTM  05      -  MAKALIIHANAU 1878                        042 31 28.6
 TU2825
 TU2825|---------------------------------------------------------------------|
 TU2825| PID    Reference Object                     Distance      Geod. Az  |
 TU2825|                                                           dddmmss.s |
 TU2825| TU2811 MAKALIIHANAU 1878                   APPROX. 5.7 KM 0412646.3 |
 TU2825|---------------------------------------------------------------------|
 TU2825
 TU2825                          SUPERSEDED SURVEY CONTROL
 TU2825
 TU2825  NAD 83(1986)-  20 39 03.15392(N)    156 03 18.86995(W) AD(       ) 2
 TU2825  OLD HI      -  20 39 14.62900(N)    156 03 28.94900(W) AD(       ) 2
 TU2825
 TU2825.Superseded values are not recommended for survey control.
 TU2825.NGS no longer adjusts projects to the OLD HI datum.
 TU2825.See file dsdata.txt to determine how the superseded data were derived.
 TU2825
 TU2825_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0685486294(NAD 83)
 TU2825
 TU2825  HISTORY     - Date     Condition        Report By
 TU2825  HISTORY     - 1881     MONUMENTED       HIGS
 TU2825  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2825  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2825  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2825
 TU2825                          STATION DESCRIPTION
 TU2825
 TU2825'DESCRIBED BY HAWAII GEODETIC SURVEY 1881
 TU2825'IN THE DISTRICT OF KIPAHULU, LAND OF HALEMANO, ABOUT 175 FEET
 TU2825'SOUTH OF THE PROTESTANT CHURCH, AND NEAR THE BRINK OF THE SEA
 TU2825'PALI.  CENTER MARKED BY COPPER TRIANGLE BURIED IN GROUND, OVER
 TU2825'WHICH WAS PLACED AN IRON PIPE IN VERTICAL POSITION WITH A
 TU2825'HORIZONTAL CROSS PIECE.  THREE BOTTLES WERE BURIED POINTING
 TU2825'TOWARD THE MARK.
 TU2825
 TU2825                          STATION RECOVERY (1950)
 TU2825
 TU2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2825'THE STATION WAS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  A
 TU2825'STANDARD STATION DISK, STAMPED KIPAHULU PROT CH 1950, WAS PLUMBED
 TU2825'OVER THE ORIGINAL UNDERGROUND MARK.  TWO REFERENCE MARKS WERE
 TU2825'ESTABLISHED AND REFERENCE MARK NUMBER 1 WAS OCCUPIED DURING THIS
 TU2825'1950 SURVEY.  A NEW DESCRIPTION FOLLOWS--
 TU2825'
 TU2825'THE STATION IS LOCATED IN THE VILLAGE OF KIPAHULU AND LIES ABOUT
 TU2825'200 FEET SOUTH OF THE KIPAHULU PROTESTANT CHURCH AND 3 FEET WEST
 TU2825'OF THE SEA BLUFF.
 TU2825'
 TU2825'THE STATION IS A STANDARD DISK, STAMPED KIPAHULU PROT CH 1950,
 TU2825'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 TU2825'4 INCHES.
 TU2825'
 TU2825'THE UNDERGROUND STATION IS A COPPER TRIANGLE, WITH A HOLE
 TU2825'PUNCHED IN ITS CENTER, WHICH IS BURIED 40 INCHES BELOW THE
 TU2825'SURFACE OF THE SOIL.
 TU2825'
 TU2825'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KIPAHULU
 TU2825'PROT CH NO 1 1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU2825'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 10 FEET WEST OF THE SEA
 TU2825'BLUFF AND 7 FEET SOUTHWEST OF A ROCK WALL AT ABOUT THE SAME
 TU2825'ELEVATION AS THE STATION.
 TU2825'
 TU2825'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KIPAHULU
 TU2825'PROT CH NO 2 1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU2825'PROJECTS ABOUT 5 FEET.  IT IS THE MOST EASTERLY OF TWO POSTS WHICH
 TU2825'ORIGINALLY HUNG THE GATE TO THE CEMETERY.  IT IS LOCATED ABOUT
 TU2825'5 FEET HIGHER THAN THE STATION.
 TU2825
 TU2825                          STATION RECOVERY (1961)
 TU2825
 TU2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2825'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2825'CONDITION AS DESCRIBED BY C.T.H. IN 1950.
 TU2825'
 TU2825'TO REACH THE STATION FROM KIPAHULU, OLD SUGAR MILL STACK, GO
 TU2825'WEST ALONG STATE HIGHWAY 31 FOR 0.1 MILE TO A DIRT ROAD SOUTH TO
 TU2825'KIPAHULU SCHOOL.  TURN LEFT ON DIRT ROAD FOR 0.1 TO A FORK.  TAKE
 TU2825'LEFT FORK FOR ABOUT 200 YARDS TO OLD CHURCH.  LEAVE TRUCK AND GO
 TU2825'SOUTH TO CEMETERY AND THROUGH CEMETERY FOR ABOUT 200 YDS TO
 TU2825'R.M. 1 IN TOP OF CONCRETE GATE POST.  STATION MAY BE LOCATED
 TU2825'FROM THE R.M. BUT CARE SHOULD BE EXERCISED IN PROBING THROUGH
 TU2825'THE UNDERBRUSH AS THE EDGE OF THE PRECIPITOUS CLIFF IS
 TU2825'OBSCURED BY OVERGROWTH.
 TU2825
 TU2825                          STATION RECOVERY (1968)
 TU2825
 TU2825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2825'THE ONLY MARK RECOVERED IN GOOD CONDITION WAS RM NO. 2.  THE
 TU2825'SURFACE STATION MARK AND RM NO. 1 HAVE BEEN REMOVED, APPARENTLY BY
 TU2825'BULLDOZING.  THE OLD UNDERGROUND MARK WAS RECOVERED AT THE
 TU2825'APPROXIMATE PUBLISHED DISTANCE FROM RM NO. 2.
 TU2825'
 TU2825'A NEW SURFACE MARK WAS SET, PLUMBED OVER THE UNDERGROUND MARK,
 TU2825'AND A NEW REFERENCE MARK, NUMBER 3, WAS ESTABLISHED AT THE
 TU2825'APPROXIMATE POSITION WHERE RM NO. 1 WAS LOCATED.  THE STATION MARK
 TU2825'IS SO NEAR THE EDGE OF A 195-FOOT CLIFF THAT IT WOULD BE DIFFICULT
 TU2825'AND HAZARDOUS TO OCCUPY, AND ALL LINES ARE BLOCKED BY LARGE
 TU2825'TREES, SO NO ATTEMPT WAS MADE TO MOVE THE STATION.  A COMPLETE
 TU2825'DESCRIPTION FOLLOWS--
 TU2825'
 TU2825'STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF HANA, 1000 FEET
 TU2825'SOUTH OF THE KIPAHULU RANCH HEADQUARTERS, AND 168 FEET SOUTH OF
 TU2825'THE OLD KIPAHULU PROTESTANT CHURCH, IN A HEAVILY-WOODED AREA AT
 TU2825'EDGE OF CLIFF OVERLOOKING PAPALOA BAY.
 TU2825'
 TU2825'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO SOUTHEAST
 TU2825'ON STATE HIGHWAY 37 FOR 0.85 MILE.  TAKE RIGHT FORK AND FOLLOW
 TU2825'HIGHWAY 31 FOR 26.7 MILES TO BOARD GATE ON RIGHT, AT SIGN
 TU2825'KIPAHULU HAWAIIAN CHURCH.  PASS THROUGH GATE AND GO SOUTH 0.15
 TU2825'MILES.  TURN LEFT AND GO 0.1 MILE TO THE CHURCH.  PASS AROUND
 TU2825'RIGHT SIDE OF CHURCH AND GO ABOUT 50 YARDS, THEN GO RIGHT, UP
 TU2825'ACROSS PASTURE ABOUT 75 YARDS TO STATION AT EDGE OF CLIFF.
 TU2825'
 TU2825'STATION MARK IS A STANDARD DISK STAMPED KIPAHULU PROT CH 1881
 TU2825'1968, SET INTO THE TOP OF A 2-1/2-INCH PIPE SET IN CONCRETE AND
 TU2825'PROJECTING 8 INCHES.  IT IS 3 FEET NORTH OF CLIFF EDGE, 37.7
 TU2825'FEET SOUTH OF A CEMETERY FENCE, 37.9 FEET SOUTHEAST OF THE
 TU2825'CONCRETE GATEPOST WITH RM NO. 2 IN IT, 19 FEET SOUTH OF A DATE
 TU2825'PALM, AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.
 TU2825'
 TU2825'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KIPAHULU
 TU2825'PROT CHURCH NO 2 1950, CEMENTED IN A DRILL HOLE IN THE TOP OF AN
 TU2825'8-INCH-SQUARE, CONCRETE GATEPOST 5 FEET TALL, WHICH IS THE SOUTH
 TU2825'1 OF 2 POSTS THAT SET 12 FEET APART.  IT IS 2 FEET SOUTH OF THE
 TU2825'CEMETERY FENCE AND 5.6 FEET HIGHER THAN STATION MARK.
 TU2825'
 TU2825'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KIPAHULU
 TU2825'PROT CH HGS 1881 NO 3 1968 SET IN THE TOP OF A 12-INCH-SQUARE,
 TU2825'CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 78 FEET
 TU2825'EAST-SOUTHEAST OF THE GATEPOST WITH RM NO. 2 IN IT, 38.6 FEET
 TU2825'SOUTH OF THE CEMETERY FENCE, 10 FEET NORTH OF CLIFF EDGE, AND
 TU2825'1.2 FEET LOWER THAN STATION MARK.
 TU2825'
 TU2825'UNDERGROUND MARK IS A TRIANGULAR COPPER PLATE, 4 INCHES ON EACH
 TU2825'SIDE, WITH A HOLE IN CENTER.  IT IS SET IN A SMALL MASS OF
 TU2825'CONCRETE ABOUT 30 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2824 ***********************************************************************
 TU2824  DESIGNATION -  KIPAHULU PROT CH RM 1
 TU2824  PID         -  TU2824
 TU2824  STATE/COUNTY-  HI/MAUI
 TU2824  USGS QUAD   -  KIPAHULU (1983)
 TU2824
 TU2824                         *CURRENT SURVEY CONTROL
 TU2824  ___________________________________________________________________
 TU2824* NAD 83(1993)-  20 39 03.30450(N)    156 03 18.33455(W)     ADJUSTED  
 TU2824* LOCAL TIDAL -        58.7    (meters)     193.     (feet)  VERT ANG  
 TU2824  ___________________________________________________________________
 TU2824  EPOCH DATE  -        1993.62
 TU2824  LAPLACE CORR-         -10.05  (seconds)                    DEFLEC99
 TU2824  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU2824
 TU2824  HORZ ORDER  -  FIRST
 TU2824
 TU2824.The horizontal coordinates were established by classical geodetic methods
 TU2824.and adjusted by the National Geodetic Survey in December 1998..
 TU2824.The horizontal coordinates are valid at the epoch date displayed above.
 TU2824.The epoch date for horizontal control is a decimal equivalence
 TU2824.of Year/Month/Day.
 TU2824
 TU2824.The orthometric height was determined by vertical angle observations.
 TU2824
 TU2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2824
 TU2824.The geoid height was determined by GEOID03.
 TU2824
 TU2824;                    North         East     Units Scale Factor Converg.
 TU2824;SPC HI 2     -    35,278.733   563,731.022   MT  1.00001684   +0 12 56.5
 TU2824;UTM  04      - 2,286,297.542   806,868.849   MT  1.00076396   +1 02 21.9
 TU2824;UTM  05      - 2,286,509.909   181,641.342   MT  1.00085278   -1 04 42.1
 TU2824
 TU2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2824!SPC HI 2     -   0.99998833  x   1.00001684  =   1.00000517
 TU2824!UTM  04      -   0.99998833  x   1.00076396  =   1.00075228
 TU2824!UTM  05      -   0.99998833  x   1.00085278  =   1.00084110
 TU2824
 TU2824|---------------------------------------------------------------------|
 TU2824| PID    Reference Object                     Distance      Geod. Az  |
 TU2824|                                                           dddmmss.s |
 TU2824| TU2825 KIPAHULU PROT CH RESET               15.362 METERS 25614     |
 TU2824| CN5472 KIPAHULU PROT CH RM 2                24.002 METERS 27902     |
 TU2824|---------------------------------------------------------------------|
 TU2824
 TU2824                          SUPERSEDED SURVEY CONTROL
 TU2824
 TU2824  NAD 83(1986)-  20 39 03.27283(N)    156 03 18.35464(W) AD(       ) 1
 TU2824  OLD HI      -  20 39 14.74800(N)    156 03 28.43400(W) AD(       ) 1
 TU2824
 TU2824.Superseded values are not recommended for survey control.
 TU2824.NGS no longer adjusts projects to the OLD HI datum.
 TU2824.See file dsdata.txt to determine how the superseded data were derived.
 TU2824
 TU2824_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0686986298(NAD 83)
 TU2824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2824
 TU2824  HISTORY     - Date     Condition        Report By
 TU2824  HISTORY     - 1950     MONUMENTED       CGS
 TU2824  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2824  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2824
 TU2824                          STATION DESCRIPTION
 TU2824
 TU2824'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2824'THE STATION IS LOCATED IN THE VILLAGE OF KIPAHULU AND LIES
 TU2824'ABOUT 200 FEET EAST OF THE KIPAHULU PROTESTANT CHURCH, 10 FEET
 TU2824'NORTHWEST OF THE SEA BLUFF AND 7 FEET SOUTHWEST OF A ROCK WALL.
 TU2824'
 TU2824'THE STATION IS A STANDARD REFERENCE MARK BRONZE DISK, STAMPED
 TU2824'KIPAHULU PROT CH NO 1 1950, SET IN THE TOP OF A SQUARE CONCRETE
 TU2824'POST WHICH PROJECTS ABOUT 4 INCHES.
 TU2824'
 TU2824'KIPAHULU PROT CH (HGS) IS A STANDARD STATION BRONZE DISK SET
 TU2824'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 TU2824'INCHES.  IT IS LOCATED 3 FEET FROM THE EDGE OF THE SEA BLUFF
 TU2824'AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU2824'
 TU2824'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KIPAHULU
 TU2824'PROT CH NO 2 1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU2824'PROJECTS ABOUT 5 FEET.  IT IS IN THE MOST EASTERLY OF TWO POSTS
 TU2824'WHICH ORIGINALLY HUNG THE GATE TO THE CEMETERY.  IT IS LOCATED
 TU2824'AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU2824
 TU2824                          STATION RECOVERY (1961)
 TU2824
 TU2824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2824'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TU2824'LOCATED IN HEAVY BRUSH AND ON THE SOUTH SIDE OF THE CEMETERY WHICH
 TU2824'IS SOUTH OF THE CHURCH.
 TU2824
 TU2824                          STATION RECOVERY (1968)
 TU2824
 TU2824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2824'STATION HAS BEEN DESTROYED.  A NEW REFERENCE MARK, NUMBER 3,
 TU2824'WAS ESTABLISHED AT THE APPROXIMATE POINT WHERE NO. 1 WAS,
 TU2824'HOWEVER IT WAS NOT TIED TO OTHER TRIANGULATION STATIONS BECAUSE
 TU2824'ALL LINES ARE BLOCKED BY LARGE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3014 ***********************************************************************
 TU3014  DESIGNATION -  KIRKLANDS FLAGSTAFF
 TU3014  PID         -  TU3014
 TU3014  STATE/COUNTY-  HI/MAUI
 TU3014  USGS QUAD   -  WAILUKU (1997)
 TU3014
 TU3014                         *CURRENT SURVEY CONTROL
 TU3014  ___________________________________________________________________
 TU3014* NAD 83(1993)-  20 53 36.60876(N)    156 27 51.40422(W)     ADJUSTED  
 TU3014* LOCAL TIDAL -                                                        
 TU3014  ___________________________________________________________________
 TU3014  EPOCH DATE  -        1993.62
 TU3014  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 TU3014  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3014
 TU3014  HORZ ORDER  -  THIRD
 TU3014
 TU3014.The horizontal coordinates were established by classical geodetic methods
 TU3014.and adjusted by the National Geodetic Survey in December 1998..
 TU3014.The horizontal coordinates are valid at the epoch date displayed above.
 TU3014.The epoch date for horizontal control is a decimal equivalence
 TU3014.of Year/Month/Day.
 TU3014
 TU3014
 TU3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3014
 TU3014.The geoid height was determined by GEOID03.
 TU3014
 TU3014;                    North         East     Units Scale Factor Converg.
 TU3014;SPC HI 2     -    62,028.664   521,056.553   MT  0.99997214   +0 04 19.8
 TU3014;UTM  04      - 2,312,443.990   763,785.608   MT  1.00046000   +0 54 17.4
 TU3014
 TU3014                          SUPERSEDED SURVEY CONTROL
 TU3014
 TU3014  NAD 83(1986)-  20 53 36.56883(N)    156 27 51.39086(W) AD(       ) 4
 TU3014  OLD HI      -  20 53 48.07300(N)    156 28 01.56900(W) AD(       ) 3
 TU3014
 TU3014.Superseded values are not recommended for survey control.
 TU3014.NGS no longer adjusts projects to the OLD HI datum.
 TU3014.See file dsdata.txt to determine how the superseded data were derived.
 TU3014
 TU3014_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6378612444(NAD 83)
 TU3014
 TU3014  HISTORY     - Date     Condition        Report By
 TU3014  HISTORY     - UNK      MONUMENTED
 TU3014  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3014
 TU3014                          STATION DESCRIPTION
 TU3014
 TU3014'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3014'THIS FLAGSTAFF NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1787 ***********************************************************************
 TU1787  DESIGNATION -  KOA
 TU1787  PID         -  TU1787
 TU1787  STATE/COUNTY-  HI/KAUAI
 TU1787  USGS QUAD   -  LIHUE (1996)
 TU1787
 TU1787                         *CURRENT SURVEY CONTROL
 TU1787  ___________________________________________________________________
 TU1787* NAD 83(1993)-  21 54 13.28293(N)    159 23 25.07308(W)     ADJUSTED  
 TU1787* LOCAL TIDAL -                                                        
 TU1787  ___________________________________________________________________
 TU1787  EPOCH DATE  -        1993.62
 TU1787  LAPLACE CORR-          -8.68  (seconds)                    DEFLEC99
 TU1787  GEOID HEIGHT-          14.96  (meters)                     GEOID03
 TU1787
 TU1787  HORZ ORDER  -  THIRD
 TU1787
 TU1787.The horizontal coordinates were established by classical geodetic methods
 TU1787.and adjusted by the National Geodetic Survey in December 1998..
 TU1787.The horizontal coordinates are valid at the epoch date displayed above.
 TU1787.The epoch date for horizontal control is a decimal equivalence
 TU1787.of Year/Month/Day.
 TU1787
 TU1787
 TU1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1787
 TU1787.The geoid height was determined by GEOID03.
 TU1787
 TU1787;                    North         East     Units Scale Factor Converg.
 TU1787;SPC HI 4     -     7,794.426   511,335.581   MT  0.99999159   +0 02 27.3
 TU1787;UTM  04      - 2,422,218.044   459,685.730   MT  0.99962008   -0 08 44.2
 TU1787
 TU1787                          SUPERSEDED SURVEY CONTROL
 TU1787
 TU1787  NAD 83(1986)-  21 54 13.26868(N)    159 23 25.11662(W) AD(       ) 4
 TU1787  OLD HI      -  21 54 24.57000(N)    159 23 35.16000(W) AD(       ) 3
 TU1787
 TU1787.Superseded values are not recommended for survey control.
 TU1787.NGS no longer adjusts projects to the OLD HI datum.
 TU1787.See file dsdata.txt to determine how the superseded data were derived.
 TU1787
 TU1787_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5968622218(NAD 83)
 TU1787
 TU1787  HISTORY     - Date     Condition        Report By
 TU1787  HISTORY     - UNK      MONUMENTED
 TU1787  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1787
 TU1787                          STATION DESCRIPTION
 TU1787
 TU1787'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1787'STATION IS GONE.  IT WAS SEARCHED FOR BY DISTANCE AND ANGLE AT
 TU1787'STATION KAWELIKOA BUT NO MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2815 ***********************************************************************
 TU2815  DESIGNATION -  KOA
 TU2815  PID         -  TU2815
 TU2815  STATE/COUNTY-  HI/MAUI
 TU2815  USGS QUAD   -  KIPAHULU (1983)
 TU2815
 TU2815                         *CURRENT SURVEY CONTROL
 TU2815  ___________________________________________________________________
 TU2815* NAD 83(1993)-  20 41 50.85543(N)    156 01 42.84730(W)     ADJUSTED  
 TU2815* LOCAL TIDAL -       463.2    (meters)    1520.     (feet)  VERT ANG  
 TU2815  ___________________________________________________________________
 TU2815  EPOCH DATE  -        1993.62
 TU2815  LAPLACE CORR-         -14.12  (seconds)                    DEFLEC99
 TU2815  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU2815
 TU2815  HORZ ORDER  -  FIRST
 TU2815
 TU2815.The horizontal coordinates were established by classical geodetic methods
 TU2815.and adjusted by the National Geodetic Survey in December 1998..
 TU2815.The horizontal coordinates are valid at the epoch date displayed above.
 TU2815.The epoch date for horizontal control is a decimal equivalence
 TU2815.of Year/Month/Day.
 TU2815
 TU2815.The orthometric height was determined by vertical angle observations.
 TU2815
 TU2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2815
 TU2815.The geoid height was determined by GEOID03.
 TU2815
 TU2815;                    North         East     Units Scale Factor Converg.
 TU2815;SPC HI 2     -    40,442.222   566,474.889   MT  1.00002126   +0 13 31.9
 TU2815;UTM  04      - 2,291,503.913   809,540.136   MT  1.00078431   +1 03 03.8
 TU2815;UTM  05      - 2,291,614.241   184,503.595   MT  1.00083034   -1 04 16.6
 TU2815
 TU2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2815!SPC HI 2     -   0.99992478  x   1.00002126  =   0.99994604
 TU2815!UTM  04      -   0.99992478  x   1.00078431  =   1.00070903
 TU2815!UTM  05      -   0.99992478  x   1.00083034  =   1.00075506
 TU2815
 TU2815:                Primary Azimuth Mark                     Grid Az
 TU2815:SPC HI 2     -  POHUE                                    094 11 16.2
 TU2815:UTM  04      -  POHUE                                    093 21 44.3
 TU2815:UTM  05      -  POHUE                                    095 29 04.7
 TU2815
 TU2815|---------------------------------------------------------------------|
 TU2815| PID    Reference Object                     Distance      Geod. Az  |
 TU2815|                                                           dddmmss.s |
 TU2815| TU2806 POHUE                               APPROX. 3.1 KM 0942448.1 |
 TU2815| CN5474 KOA RM 1                              5.539 METERS 22533     |
 TU2815| CN5475 KOA RM 2                              5.376 METERS 32333     |
 TU2815|---------------------------------------------------------------------|
 TU2815
 TU2815                          SUPERSEDED SURVEY CONTROL
 TU2815
 TU2815  NAD 83(1986)-  20 41 50.82396(N)    156 01 42.86969(W) AD(       ) 1
 TU2815  OLD HI      -  20 42 02.31700(N)    156 01 52.94200(W) AD(       ) 1
 TU2815
 TU2815.Superseded values are not recommended for survey control.
 TU2815.NGS no longer adjusts projects to the OLD HI datum.
 TU2815.See file dsdata.txt to determine how the superseded data were derived.
 TU2815
 TU2815_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0954091504(NAD 83)
 TU2815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2815
 TU2815  HISTORY     - Date     Condition        Report By
 TU2815  HISTORY     - 1950     MONUMENTED       CGS
 TU2815  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2815
 TU2815                          STATION DESCRIPTION
 TU2815
 TU2815'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2815'THE STATION IS LOCATED ON THE UPPER SLOPE OF STEEP PASTURE
 TU2815'LAND WHICH IS NOW BECOMING OVERGROWN WITH BRUSH AND FERNS.  IT
 TU2815'LIES ABOUT 3.5 MILES NORTHEAST OF KIPAHULU, ABOUT 2 MILES
 TU2815'WEST OF THE SEA AND ABOUT 0.25 MILE NORTHEAST OF
 TU2815'PAPAAHAWAHAWA GULCH.
 TU2815'
 TU2815'TO REACH FROM THE CATHOLIC CHURCH, IN THE VILLAGE OF
 TU2815'KIPAHULU.  GO NORTHERLY, ON THE ROAD WHICH LEADS TOWARD
 TU2815'HANA, FOR 5.25 MILES.  TURN LEFT, INTO A ROCK WALLED LANE, AND
 TU2815'GO WESTERLY FOR ABOUT 100 YARDS.  PASS THROUGH A BOARD GATE
 TU2815'AND CONTINUE WESTERLY FOR ABOUT 200 YARDS.  PASS TO THE RIGHT
 TU2815'HAND SIDE OF A FARM DWELLING AND CONTINUE WESTERLY, UP GRADE,
 TU2815'FOR ABOUT 200 YARDS.  PASS THROUGH A BOARD GATE AND FOLLOW TO
 TU2815'THE LEFT HAND SIDE OF A WIRE FENCE FOR ABOUT 0.3 MILE.
 TU2815'CROSS OVER THE FENCE AND CONTINUE WESTERLY, UP THE STEEP
 TU2815'SLOPE, FOR ABOUT 0.6 MILE TO THE END OF TRUCK TRAVEL AT AN
 TU2815'OLD FIELD ROAD.  FROM THIS POINT PACK SOUTHWEST FOR ABOUT 0.2
 TU2815'MILE TO A VERY SMALL, FLAT, BENCH AND THE STATION.
 TU2815'
 TU2815'THE STATION IS A STANDARD DISK, STAMPED KOA 1950, SET IN THE
 TU2815'TOP OF A 3 INCH CONCRETE POST WHICH PROJECTS ABOUT 1 FOOT.
 TU2815'
 TU2815'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KOA NO
 TU2815'1 1950, SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2815'ABOUT 2 FEET.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS
 TU2815'THE STATION.
 TU2815'
 TU2815'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KOA NO
 TU2815'2 1950, SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2815'ABOUT 2 FEET.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS
 TU2815'THE STATION.
 TU2815
 TU2815                          STATION RECOVERY (1969)
 TU2815
 TU2815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2815'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2815'SMALL DIFFERENCE WAS NOTED IN THE DISTANCE TO RM NO. 2.  IT
 TU2815'WAS DOUBLE-CHECKED AND THE 1950 DISTANCE WAS FOUND TO BE
 TU2815'SLOPE DISTANCE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2815'
 TU2815'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF HANA, BETWEEN
 TU2815'ALAALAULA GULCH AND PAPAAHAWAHAWA GULCH, AT ABOUT 1520 FEET
 TU2815'ELEVATION, NEAR THE UPPER END OF THE AREA ONCE PLANTED IN
 TU2815'PINEAPPLE, ON A SMALL FLAT POINT IN PASTURE LAND, ABOUT 1000
 TU2815'FEET DOWNHILL FROM A LARGE, PROMINENT GREY AREA (OLD BURN), 25
 TU2815'YARDS SOUTHWEST OF A SHALLOW DRAW AND 60 YARDS NORTHEAST OF
 TU2815'2 LARGE TREES SETTING IN THE SHALLOW DRAW TO SOUTHWEST.
 TU2815'
 TU2815'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2815'STATE HIGHWAY 31 FOR 5.7 MILES TO LANE ON RIGHT, AT SIGN KOALI
 TU2815'RANCH.  GO UP LANE 0.1 MILE TO BOARD GATE AHEAD.  PASS THROUGH
 TU2815'GATE AND THROUGH WIRE CORRAL FOR 0.05 MILE TO END GATE.  PASS
 TU2815'THROUGH GATE AND FOLLOW DIM TRACK ROAD UP PASTURE FOR 0.15 MILE
 TU2815'TO BOARD GATE AT TREE LINE.  PASS THROUGH GATE AND FOLLOW ALONG
 TU2815'FENCE LINE, GRADUALLY BEARING LEFT THROUGH GUAVA TREES, FOR
 TU2815'0.45 MILE TO WIRE GATE.  PASS THROUGH GATE AND BEAR SLIGHTLY
 TU2815'RIGHT, PICKING WAY UP THROUGH GUAVA THICKETS, FOR 0.2 MILE
 TU2815'TO END OF BRUSH.  GO UP STEEP, GRASSY SLOPE FOR 0.25 MILE TO
 TU2815'END OF TRUCK TRAVEL AT OLD LATERAL DITCH.  PACK UP GRASSY
 TU2815'SLOPE, BEARING SLIGHTLY LEFT, FOR ABOUT 1000 FEET TO
 TU2815'STATION.
 TU2815'
 TU2815'STATION MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-1/2
 TU2815'INCH PIPE THAT PROJECTS 8 INCHES FROM GROUND.
 TU2815'
 TU2815'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KOA NO 1
 TU2815'1950, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 TU2815'1 FOOT FROM GROUND.  IT IS ABOUT 6 INCHES LOWER THAN STATION MARK.
 TU2815'
 TU2815'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KOA NO 2
 TU2815'1950, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 TU2815'10 INCHES FROM GROUND.  IT IS 1-1/2 FEET HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3594 ***********************************************************************
 AA3594  FBN         -  This is a Federal Base Network Control Station.
 AA3594  PACS        -  This is a Primary Airport Control Station.
 AA3594  DESIGNATION -  KOA AP STA B
 AA3594  PID         -  AA3594
 AA3594  STATE/COUNTY-  HI/HAWAII
 AA3594  USGS QUAD   -  KEAHOLE POINT (1996)
 AA3594
 AA3594                         *CURRENT SURVEY CONTROL
 AA3594  ___________________________________________________________________
 AA3594* NAD 83(1993)-  19 43 24.84506(N)    156 02 50.95807(W)     ADJUSTED  
 AA3594* LOCAL TIDAL -        10.72   (meters)      35.2    (feet)  GPS OBS   
 AA3594  ___________________________________________________________________
 AA3594  EPOCH DATE  -        1993.62
 AA3594  X           -  -5,489,014.852 (meters)                     COMP
 AA3594  Y           -  -2,438,417.595 (meters)                     COMP
 AA3594  Z           -   2,138,925.135 (meters)                     COMP
 AA3594  LAPLACE CORR-          22.67  (seconds)                    DEFLEC99
 AA3594  ELLIP HEIGHT-          28.74  (meters)          (11/30/94) GPS OBS
 AA3594  GEOID HEIGHT-          17.64  (meters)                     GEOID03
 AA3594
 AA3594  HORZ ORDER  -  A
 AA3594  ELLP ORDER  -  THIRD     CLASS II
 AA3594
 AA3594.This mark is at Keahole Airport  (KOA)
 AA3594
 AA3594.The horizontal coordinates were established by GPS observations
 AA3594.and adjusted by the National Geodetic Survey in November 1994..
 AA3594.The horizontal coordinates are valid at the epoch date displayed above.
 AA3594.The epoch date for horizontal control is a decimal equivalence
 AA3594.of Year/Month/Day.
 AA3594
 AA3594.The orthometric height was determined by GPS observations and a
 AA3594.high-resolution geoid model.
 AA3594
 AA3594.GPS derived orthometric heights for airport stations designated as
 AA3594.PACS or SACS are published to 2 decimal places.  This maintains
 AA3594.centimeter relative accuracy between the PACS and SACS.  It does
 AA3594.not indicate centimeter accuracy relative to other marks which are
 AA3594.part of the NAVD 88 network.
 AA3594
 AA3594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3594
 AA3594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3594
 AA3594.The ellipsoidal height was determined by GPS observations
 AA3594.and is referenced to NAD 83.
 AA3594
 AA3594.The geoid height was determined by GEOID03.
 AA3594
 AA3594;                    North         East     Units Scale Factor Converg.
 AA3594;SPC HI 1     -    98,634.178   442,608.825   MT  1.00000736   -0 11 05.2
 AA3594;UTM  04      - 2,183,584.643   809,490.205   MT  1.00078411   +0 59 50.0
 AA3594;UTM  05      - 2,183,760.857   180,546.892   MT  1.00086158   -1 01 45.7
 AA3594
 AA3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3594!SPC HI 1     -   0.99999548  x   1.00000736  =   1.00000284
 AA3594!UTM  04      -   0.99999548  x   1.00078411  =   1.00077959
 AA3594!UTM  05      -   0.99999548  x   1.00086158  =   1.00085706
 AA3594
 AA3594                          SUPERSEDED SURVEY CONTROL
 AA3594
 AA3594.No superseded survey control is available for this station.
 AA3594
 AA3594_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0949083585(NAD 83)
 AA3594_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3594_SETTING: 80 = SET IN A BOULDER
 AA3594_SP_SET: PARTIALLY EXPOSED BOULDER
 AA3594_STAMPING: AP 1973 STA B KOA
 AA3594_MARK LOGO: NGS   
 AA3594_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3594+STABILITY: SURFACE MOTION
 AA3594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3594+SATELLITE: SATELLITE OBSERVATIONS - 1973
 AA3594
 AA3594  HISTORY     - Date     Condition        Report By
 AA3594  HISTORY     - 1973     MONUMENTED       NGS
 AA3594  HISTORY     - 19940305 GOOD             NGS
 AA3594
 AA3594                          STATION DESCRIPTION
 AA3594
 AA3594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 AA3594'THE STATION IS LOCATED AT KONA/KEAHOLE AIRPORT N OF THE TOWN OF KONA
 AA3594'ON THE ISLAND OF HAWAII, HAWAII. THE STATION IS LOCATED NEAR RUNWAY
 AA3594'END 35, 181.34 FT (55.27 M) SW OF THE CENTERLINE END 35, 98.7 FT (30.1
 AA3594'M) SW OF THE WESTERLY THRESHOLD LIGHT , AND 57.4 FT (17.5 M) S OF A
 AA3594'VAULT COVER.
 AA3594
 AA3594                          STATION RECOVERY (1994)
 AA3594
 AA3594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3594'THIS STATION IS LOCATED AT THE KEAHOLE-KONA INTERNATIONAL AIRPORT NEAR
 AA3594'RWY END 35 ON THE WEST SIDE OF THE RUNWAY.  THE STATION IS LOCATED
 AA3594'181.3 FT (55.3 M) SW OF CL END RWY 35, 98.7 FT (30.1 M) SW OF THE
 AA3594'WESTERLY THRESHOLD LIGHT, 57.4 FT (17.5 M) SOUTH OF AN ELECTRICAL
 AA3594'VAULT COVER, 24.5 FT (7.5 M) SOUTH OF A 1X1 CONCRETE POST, MARKED WITH
 AA3594'AN X, 46.0 FT (14.0 M) NW OF THE NW EDGE OF A PAVED SERVICE ROAD, AND
 AA3594'66.5 FT (20.3 M) NE OF AN ILS SIGN.  THE STATION IS A STANDARD
 AA3594'TOPOGRAPHIC DISK STAMPED AP 1973 STA B KOA, SET IN THE TOP OF A
 AA3594'BOULDER THAT IS 0.2 FT (6.1 CM) BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3596 ***********************************************************************
 AA3596  SACS        -  This is a Secondary Airport Control Station.
 AA3596  DESIGNATION -  KOA ARP
 AA3596  PID         -  AA3596
 AA3596  STATE/COUNTY-  HI/HAWAII
 AA3596  USGS QUAD   -  KEAHOLE POINT (1996)
 AA3596
 AA3596                         *CURRENT SURVEY CONTROL
 AA3596  ___________________________________________________________________
 AA3596* NAD 83(1993)-  19 44 27.45558(N)    156 02 45.39119(W)     ADJUSTED  
 AA3596* LOCAL TIDAL -        13.1    (meters)      43.     (feet)  GPS OBS   
 AA3596  ___________________________________________________________________
 AA3596  EPOCH DATE  -        1993.62
 AA3596  X           -  -5,488,357.120 (meters)                     COMP
 AA3596  Y           -  -2,438,302.766 (meters)                     COMP
 AA3596  Z           -   2,140,738.216 (meters)                     COMP
 AA3596  LAPLACE CORR-          21.37  (seconds)                    DEFLEC99
 AA3596  ELLIP HEIGHT-          31.21  (meters)          (11/30/94) GPS OBS
 AA3596  GEOID HEIGHT-          17.78  (meters)                     GEOID03
 AA3596
 AA3596  HORZ ORDER  -  FIRST
 AA3596  ELLP ORDER  -  FIFTH     CLASS I
 AA3596
 AA3596.This mark is at Keahole Airport  (KOA)
 AA3596
 AA3596.The horizontal coordinates were established by GPS observations
 AA3596.and adjusted by the National Geodetic Survey in November 1994..
 AA3596.No horizontal observational check was made to the station.
 AA3596.The horizontal coordinates are valid at the epoch date displayed above.
 AA3596.The epoch date for horizontal control is a decimal equivalence
 AA3596.of Year/Month/Day.
 AA3596
 AA3596.The orthometric height was determined by GPS observations and a
 AA3596.high-resolution geoid model.
 AA3596.No vertical observational check was made to the station.
 AA3596
 AA3596.GPS derived orthometric heights for airport stations designated as
 AA3596.PACS or SACS are published to 2 decimal places.  This maintains
 AA3596.centimeter relative accuracy between the PACS and SACS.  It does
 AA3596.not indicate centimeter accuracy relative to other marks which are
 AA3596.part of the NAVD 88 network.
 AA3596
 AA3596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3596
 AA3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3596
 AA3596.The ellipsoidal height was determined by GPS observations
 AA3596.and is referenced to NAD 83.
 AA3596
 AA3596.The geoid height was determined by GEOID03.
 AA3596
 AA3596;                    North         East     Units Scale Factor Converg.
 AA3596;SPC HI 1     -   100,558.950   442,777.121   MT  1.00000712   -0 11 03.9
 AA3596;UTM  04      - 2,185,513.977   809,618.845   MT  1.00078509   +0 59 54.9
 AA3596;UTM  05      - 2,185,684.578   180,743.722   MT  1.00086003   -1 01 46.9
 AA3596
 AA3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3596!SPC HI 1     -   0.99999509  x   1.00000712  =   1.00000221
 AA3596!UTM  04      -   0.99999509  x   1.00078509  =   1.00078018
 AA3596!UTM  05      -   0.99999509  x   1.00086003  =   1.00085512
 AA3596
 AA3596                          SUPERSEDED SURVEY CONTROL
 AA3596
 AA3596.No superseded survey control is available for this station.
 AA3596
 AA3596_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0961985514(NAD 83)
 AA3596_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3596_SETTING: 80 = SET IN A BOULDER
 AA3596_SP_SET: IN A DRILL HOLE IN BEDROCK
 AA3596_STAMPING: ARP 1973 KOA
 AA3596_MARK LOGO: NGS   
 AA3596_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3596+STABILITY: SURFACE MOTION
 AA3596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3596+SATELLITE: SATELLITE OBSERVATIONS - 1973
 AA3596
 AA3596  HISTORY     - Date     Condition        Report By
 AA3596  HISTORY     - 1973     MONUMENTED       NGS
 AA3596  HISTORY     - 19940405 GOOD             NGS
 AA3596
 AA3596                          STATION DESCRIPTION
 AA3596
 AA3596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JGF)
 AA3596'THE STATION IS LOCATED AT KONA/KEAHOLE AIRPORT N OF THE TOWN OF KONA
 AA3596'ON THE ISLAND OF HAWAII, HAWAII. THE STATION IS ON THE E SIDE OF THE
 AA3596'RUNWAY ABOUT MID FIELD 98.1 FT (29.9 M) SE OF RUNWAY LIGHT R-30, 17.96
 AA3596'M (58.92 FT) E OF A DOUBLE SET OF TAXIWAY LIGHTS, 3.05 M (10.01 FT) N
 AA3596'OF A TAXIWAY SIGN, AND 69.6 FT (21.2 M) E OF THE E EDGE OF THE RUNWAY.
 AA3596'THE STATION IS N OF THE OLD MID-FIELD TAXIWAY, AND IS ABOUT 10-15 CM
 AA3596'BELOW THE SURFACE.
 AA3596
 AA3596                          STATION RECOVERY (1994)
 AA3596
 AA3596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3596'THE STATION IS LOCATED AT THE KEAHOLE-KONA INTERNATIONAL AIRPORT ABOUT
 AA3596'2300 FT (701.0 M) NORTH RWY END 35 ON THE EAST SIDE OF THE RUNWAY. THE
 AA3596'STATION IS LOCATED 125 FT (38.1 M) NORTH OF OLD TAXIWAY D, 98.6 FT
 AA3596'(30.1 M) NE OF AN OLD TAXIWAY LIGHT, 98.2 FT (29.9 M) SE OF THE FIRST
 AA3596'RUNWAY LIGHT NORTH OF THE OLD TAXIWAY, 34.1 FT (10.4 M) EAST OF THE
 AA3596'EAST EDGE OF THE RUNWAY SHOULDER, MARKED BY A PK NAIL, AND 10.0 FT
 AA3596'(3.0 M) NW OF THE NW CORNER OF AN OLD SIGN BASE STAMPED AS FOLLOWS,
 AA3596'ARP.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED, ARP 1973
 AA3596'KOA, SET IN THE TOP OF A BOULDER THAT IS ABOUT 0.4 FT (12.2 CM) BELOW
 AA3596'THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3595 ***********************************************************************
 AA3595  SACS        -  This is a Secondary Airport Control Station.
 AA3595  DESIGNATION -  KOAA
 AA3595  PID         -  AA3595
 AA3595  STATE/COUNTY-  HI/HAWAII
 AA3595  USGS QUAD   -  KEAHOLE POINT (1996)
 AA3595
 AA3595                         *CURRENT SURVEY CONTROL
 AA3595  ___________________________________________________________________
 AA3595* NAD 83(1993)-  19 43 57.32867(N)    156 02 44.73491(W)     ADJUSTED  
 AA3595* LOCAL TIDAL -        10.1    (meters)      33.     (feet)  GPS OBS   
 AA3595  ___________________________________________________________________
 AA3595  EPOCH DATE  -        1993.62
 AA3595  X           -  -5,488,632.651 (meters)                     COMP
 AA3595  Y           -  -2,438,446.086 (meters)                     COMP
 AA3595  Z           -   2,139,865.198 (meters)                     COMP
 AA3595  LAPLACE CORR-          21.98  (seconds)                    DEFLEC99
 AA3595  ELLIP HEIGHT-          28.17  (meters)          (11/30/94) GPS OBS
 AA3595  GEOID HEIGHT-          17.75  (meters)                     GEOID03
 AA3595
 AA3595  HORZ ORDER  -  FIRST
 AA3595  ELLP ORDER  -  FIFTH     CLASS I
 AA3595
 AA3595.This mark is at Keahole Airport  (KOA)
 AA3595
 AA3595.The horizontal coordinates were established by GPS observations
 AA3595.and adjusted by the National Geodetic Survey in November 1994..
 AA3595.No horizontal observational check was made to the station.
 AA3595.The horizontal coordinates are valid at the epoch date displayed above.
 AA3595.The epoch date for horizontal control is a decimal equivalence
 AA3595.of Year/Month/Day.
 AA3595
 AA3595.The orthometric height was determined by GPS observations and a
 AA3595.high-resolution geoid model.
 AA3595.No vertical observational check was made to the station.
 AA3595
 AA3595.GPS derived orthometric heights for airport stations designated as
 AA3595.PACS or SACS are published to 2 decimal places.  This maintains
 AA3595.centimeter relative accuracy between the PACS and SACS.  It does
 AA3595.not indicate centimeter accuracy relative to other marks which are
 AA3595.part of the NAVD 88 network.
 AA3595
 AA3595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3595
 AA3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3595
 AA3595.The ellipsoidal height was determined by GPS observations
 AA3595.and is referenced to NAD 83.
 AA3595
 AA3595.The geoid height was determined by GEOID03.
 AA3595
 AA3595;                    North         East     Units Scale Factor Converg.
 AA3595;SPC HI 1     -    99,632.476   442,793.250   MT  1.00000710   -0 11 03.4
 AA3595;UTM  04      - 2,184,587.313   809,654.121   MT  1.00078536   +0 59 53.7
 AA3595;UTM  05      - 2,184,757.177   180,746.185   MT  1.00086001   -1 01 45.2
 AA3595
 AA3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3595!SPC HI 1     -   0.99999557  x   1.00000710  =   1.00000267
 AA3595!UTM  04      -   0.99999557  x   1.00078536  =   1.00078093
 AA3595!UTM  05      -   0.99999557  x   1.00086001  =   1.00085558
 AA3595
 AA3595                          SUPERSEDED SURVEY CONTROL
 AA3595
 AA3595.No superseded survey control is available for this station.
 AA3595
 AA3595_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0965484587(NAD 83)
 AA3595_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3595_SETTING: 80 = SET IN A BOULDER
 AA3595_SP_SET: PARTIALLY EXPOSED BOULDER
 AA3595_STAMPING: KOAA 1993
 AA3595_MARK LOGO: NOS   
 AA3595_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3595+STABILITY: SURFACE MOTION
 AA3595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3595+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3595
 AA3595  HISTORY     - Date     Condition        Report By
 AA3595  HISTORY     - 1993     MONUMENTED       NOS
 AA3595  HISTORY     - 19940405 GOOD             NGS
 AA3595
 AA3595                          STATION DESCRIPTION
 AA3595
 AA3595'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3595'THE STATION IS LOCATED AT THE KONA/KEAHOLE AIRPORT N OF THE TOWN OF
 AA3595'KONA ON THE ISLAND OF HAWAII, HAWAII. THE STATION IS A STANDARD NOS
 AA3595'SURVEY DISK STAMPED -KOAA 1993- SET IN A DRILL HOLE IN A BOULDER THAT
 AA3595'IS FLUSH WITH THE GROUND.  THE STATION IS ON THE W END OF RUNWAY 17 S
 AA3595'OF THE EXTENDED CENTERLINE OF OLD TAXIWAY A, EVENTUALLY THIS TAXIWAY
 AA3595'WILL BE NAMED E.  THE STATION IS 66.8 M (219.2 FT) S OF A STORM DRAIN
 AA3595'AND 27.9 M (91.5 FT) SW OF THE S OF THE FIRST RUNWAY LIGHT S OF THE
 AA3595'TAXIWAY.
 AA3595
 AA3595                          STATION RECOVERY (1994)
 AA3595
 AA3595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3595'THIS STATION IS LOCATED AT THE KEAHOLE-KONA INTERNATIONAL AIRPORT
 AA3595'ABOUT MIDFIELD AND ON THE WEST SIDE OF THE RUNWAY.  THE STATION IS
 AA3595'LOCATED 62.9 FT (19.2 M) WEST OF THE WEST EDGE OF THE RUNWAY SHOULDER,
 AA3595'254.5 FT (77.6 M) SSE OF THE CENTER OF AN 8X8 CONCRETE PAD, MARKED
 AA3595'WITH AN X, 219.2 FT (66.8 M) SOUTH OF A STORM DRAIN, AND 91.5 FT (27.9
 AA3595'M) SW OF THE FIRST RUNWAY LIGHT SOUTH OF TAXIWAY G ON THE WEST SIDE OF
 AA3595'THE RUNWAY.  THE STATION IS A STANDARD NOS DISK STAMPED KOAA 1993 SET
 AA3595'IN THE TOP OF A BOULDER THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2415 ***********************************************************************
 TU2415  DESIGNATION -  KOAE 2
 TU2415  PID         -  TU2415
 TU2415  STATE/COUNTY-  HI/HAWAII
 TU2415  USGS QUAD   -  KAU DESERT (1995)
 TU2415
 TU2415                         *CURRENT SURVEY CONTROL
 TU2415  ___________________________________________________________________
 TU2415* NAD 83(1993)-  19 21 19.40633(N)    155 19 20.65296(W)     ADJUSTED  
 TU2415* LOCAL TIDAL -       988.5    (meters)    3243.     (feet)  VERT ANG  
 TU2415  ___________________________________________________________________
 TU2415  EPOCH DATE  -        1993.62
 TU2415  LAPLACE CORR-         -11.65  (seconds)                    DEFLEC99
 TU2415  GEOID HEIGHT-          22.37  (meters)                     GEOID03
 TU2415
 TU2415  HORZ ORDER  -  FIRST
 TU2415
 TU2415.The horizontal coordinates were established by classical geodetic methods
 TU2415.and adjusted by the National Geodetic Survey in December 1998..
 TU2415.The horizontal coordinates are valid at the epoch date displayed above.
 TU2415.The epoch date for horizontal control is a decimal equivalence
 TU2415.of Year/Month/Day.
 TU2415
 TU2415.The orthometric height was determined by vertical angle observations.
 TU2415
 TU2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2415
 TU2415.The geoid height was determined by GEOID03.
 TU2415
 TU2415;                    North         East     Units Scale Factor Converg.
 TU2415;SPC HI 1     -    57,795.856   518,658.826   MT  0.99997097   +0 03 31.9
 TU2415;UTM  05      - 2,141,790.713   256,038.393   MT  1.00033575   -0 46 12.3
 TU2415
 TU2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2415!SPC HI 1     -   0.99984112  x   0.99997097  =   0.99981209
 TU2415!UTM  05      -   0.99984112  x   1.00033575  =   1.00017682
 TU2415
 TU2415:                Primary Azimuth Mark                     Grid Az
 TU2415:SPC HI 1     -  4088                                     027 10 18.1
 TU2415:UTM  05      -  4088                                     028 00 02.3
 TU2415
 TU2415|---------------------------------------------------------------------|
 TU2415| PID    Reference Object                     Distance      Geod. Az  |
 TU2415|                                                           dddmmss.s |
 TU2415| TU2382 4088                                APPROX. 8.2 KM 0271350.0 |
 TU2415| CN5476 KOAE 2 RM 3                          34.340 METERS 05850     |
 TU2415| CN5477 KOAE 2 RM 4                          55.884 METERS 34954     |
 TU2415|---------------------------------------------------------------------|
 TU2415
 TU2415                          SUPERSEDED SURVEY CONTROL
 TU2415
 TU2415  NAD 83(1986)-  19 21 19.38375(N)    155 19 20.69138(W) AD(       ) 1
 TU2415  OLD HI      -  19 21 30.25878(N)    155 19 30.69569(W) AD(       ) 1
 TU2415
 TU2415.Superseded values are not recommended for survey control.
 TU2415.NGS no longer adjusts projects to the OLD HI datum.
 TU2415.See file dsdata.txt to determine how the superseded data were derived.
 TU2415
 TU2415_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5603841791(NAD 83)
 TU2415
 TU2415  HISTORY     - Date     Condition        Report By
 TU2415  HISTORY     - 1977     MONUMENTED       NGS
 TU2415
 TU2415                          STATION DESCRIPTION
 TU2415
 TU2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2415'THE STATION IS LCOATED IN THE VOLCANOES NATIONAL PARK ON THE
 TU2415'SOUTH RIM OF A PROMINENT VOLCANIC CONE KNOWN AS PUU KOAE, AND IN
 TU2415'AN AREA KNOWN AS THE KAU DESERT.
 TU2415'
 TU2415'THE STATION MARK IS A 1 INCH REBAR ROD DRIVEN INTO THE CINDER
 TU2415'CONE, SURROUNDED BY A MASS OF CONCRETE, WITH A PK NAIL IN THE
 TU2415'CENTER OF THE TOP OF THE ROD WITH AN ALUMINUM TAG ATTACHED AND
 TU2415'STAMPED PUU KOAE RESET DEC 1975.  IT IS SET ON THE RIM OF THE
 TU2415'CRATER ON THE SOUTH SIDE AND ABOUT 5 FEET LOWER THAN A CINDER
 TU2415'MASS TO THE EAST AND ABOUT 4 FEET LOWER THAN A CINDER MASS TO
 TU2415'THE WEST.
 TU2415'
 TU2415'TO REACH THE STATION FROM THE USGS VOLCANO OBSERVATORY, GO
 TU2415'SOUTHERLY ON PAVED PARK ROAD FOR 1.9 MILES TO A TRACK ROAD
 TU2415'RIGHT.* TURN RIGHT ON THE TRACK ROAD GO FOR ABOUT 200 FEET TO
 TU2415'THE TOP A THE RIDGE.  KEEP LEFT ON TRACK ROAD AND GO SOUTHEAST
 TU2415'FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE ON THE
 TU2415'TRACK ROAD KEEPING RIGHT FORKS ALL THE WAY FOR 4.0 MILES TO THE
 TU2415'CONE AND THE STATION ON THE LEFT.
 TU2415'
 TU2415'REFERENCE MARK 3 IS A 1 INCH REBAR ROD DRIVEN INTO THE CINDERS
 TU2415'AND SURROUNDED BY CONCRETE.  THE ROD PROJECTS 2 INCHES AND IS
 TU2415'LOCATED ON THE EAST SIDE OF THE CRATER.
 TU2415'
 TU2415'REFERENCE MARK 4 IS A 1 INCH REBAR ROD DRIVEN INTO THE CINDERS
 TU2415'AND SURROUNDED BY CONCRETE.  THE ROD PROJECTS 3 INCHES AND IS
 TU2415'LOCATED ON THE NORTHWEST SIDE OF THE CRATER.
 TU2415'
 TU2415'* FROM THIS POINT A 4 WHEEL DRIVE VEHICLE IS NEEDED AND THERE ARE
 TU2415'SMALL ROCK CAIRNS ALONG THE TRAIL TO FOLLOW.
 TU2415'
 TU2415'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 TU2415'
 TU2415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2415'ABOUT 7 MILES SW OF VOLCANOES NAT. PARK HDQ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2414 ***********************************************************************
 TU2414  DESIGNATION -  KOAE USGS 1949
 TU2414  PID         -  TU2414
 TU2414  STATE/COUNTY-  HI/HAWAII
 TU2414  USGS QUAD   -  KAU DESERT (1995)
 TU2414
 TU2414                         *CURRENT SURVEY CONTROL
 TU2414  ___________________________________________________________________
 TU2414* NAD 83(1993)-  19 21 19.42473(N)    155 19 20.63501(W)     ADJUSTED  
 TU2414* LOCAL TIDAL -       991.2    (meters)    3252.     (feet)  VERT ANG  
 TU2414  ___________________________________________________________________
 TU2414  EPOCH DATE  -        1993.62
 TU2414  LAPLACE CORR-         -11.65  (seconds)                    DEFLEC99
 TU2414  GEOID HEIGHT-          22.37  (meters)                     GEOID03
 TU2414
 TU2414  HORZ ORDER  -  FIRST
 TU2414
 TU2414.The horizontal coordinates were established by classical geodetic methods
 TU2414.and adjusted by the National Geodetic Survey in December 1998..
 TU2414.The horizontal coordinates are valid at the epoch date displayed above.
 TU2414.The epoch date for horizontal control is a decimal equivalence
 TU2414.of Year/Month/Day.
 TU2414
 TU2414.The orthometric height was determined by vertical angle observations.
 TU2414
 TU2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2414
 TU2414.The geoid height was determined by GEOID03.
 TU2414
 TU2414;                    North         East     Units Scale Factor Converg.
 TU2414;SPC HI 1     -    57,796.422   518,659.350   MT  0.99997097   +0 03 31.9
 TU2414;UTM  05      - 2,141,791.272   256,038.925   MT  1.00033575   -0 46 12.3
 TU2414
 TU2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2414!SPC HI 1     -   0.99984069  x   0.99997097  =   0.99981167
 TU2414!UTM  05      -   0.99984069  x   1.00033575  =   1.00017639
 TU2414
 TU2414                          SUPERSEDED SURVEY CONTROL
 TU2414
 TU2414  NAD 83(1986)-  19 21 19.40247(N)    155 19 20.67484(W) AD(       ) 1
 TU2414  OLD HI      -  19 21 30.25785(N)    155 19 30.70227(W) AD(       ) 1
 TU2414
 TU2414.Superseded values are not recommended for survey control.
 TU2414.NGS no longer adjusts projects to the OLD HI datum.
 TU2414.See file dsdata.txt to determine how the superseded data were derived.
 TU2414
 TU2414_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5603941791(NAD 83)
 TU2414
 TU2414  HISTORY     - Date     Condition        Report By
 TU2414  HISTORY     - 1949     MONUMENTED       USGS
 TU2414  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2414
 TU2414                          STATION DESCRIPTION
 TU2414
 TU2414'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (CTH)
 TU2414'LOCATED IN SOUTHEAST HAWAII, IN KAU DISTRICT, ABOUT 7 MILES
 TU2414'SOUTHEAST OF THE VOLCANO POST OFFICE AND ABOUT 3.5 MILES EAST OF
 TU2414'THE GOVERNMENT HIGHWAY ON THE WEST AND HIGHEST POINT OF A VOLCANO
 TU2414'CONE NAMED KOAE.
 TU2414'
 TU2414'MARKED BY A HAWAII TERRITORY SURVEY MONUMENT, WHICH IS A TRIANGULAR
 TU2414'CONCRETE PLATFORM, SEVEN FEET ON EACH SIDE, WITH A 2.5 INCH IRON
 TU2414'PIPE MOUNTED ON THREE IRON LEGS IN THE CENTER OF THE PLATFORM,
 TU2414'WHICH IN TURN SUPPORTS AN IRON TARGET.  THE CENTER OF THE PIPE
 TU2414'WAS USED AS STATION.  THIS STATION IS NEAR IF NOT AT THE SAME
 TU2414'SPOT AS THE FLAG POLE AND CAIRN OBSERVED BY E.R. HAND IN 1912.
 TU2414'ORIGINAL STATION, A 1/2 INCH PIPE 2 FEET LONG WAS RECOVERED BY THE
 TU2414'TERRITORY SURVEY AND METAL TARGET PLACED OVER IT.  TRUE PLUMBING
 TU2414'OF TARGET WAS ACCEPTED AS CORRECT.
 TU2414'
 TU2414'TO REACH FROM THE NATIONAL PARK HEADQUARTERS--GO SOUTHWEST ON
 TU2414'GOVERNMENT HIGHWAY FOR 2.2 MILES TO A CROSS ROAD, TURN LEFT ON
 TU2414'CHAIN OF CRATERS ROAD AND GO 2.8 MILES, TURN RIGHT AT PARK SERVICE
 TU2414'SIGN, RESTRICTED AREA DO NOT ENTER AND FOLLOW DRY WASH 1.5 MILES,
 TU2414'TURN LEFT OUT OF WASH, OVER RIDGE, CROSS SAME WASH AND CONTINUE
 TU2414'SOUTH OVER A LOW RIDGE.  FROM HERE STATION IS VISIBLE ON RIGHT,
 TU2414'THE MOST PROMINENT CONE IN THE VICINITY.  PICK WAY THROUGH LAVA
 TU2414'BEDS AND SAND FOR ABOUT FIVE MILES TO STATION.
 TU2414
 TU2414                          STATION RECOVERY (1967)
 TU2414
 TU2414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2414'STATION WAS RECOVERED AND BOTH MARKS FOUND IN GOOD CONDITION.  A
 TU2414'COMPLETE DESCRIPTION FOLLOWS--
 TU2414'
 TU2414'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK AREA,
 TU2414'ABOUT 7 MILES AIRLINE SOUTHWEST OF THE PARK HEADQUARTERS, 1.4 MILES
 TU2414'EAST OF THE JUNCTION OF THE KAU DESERT TRAIL AND FOOTPRINTS TRAIL,
 TU2414'AND ABOUT 500 FEET SOUTH OF THE FOOTPRINTS TRAIL, AT 3250 FEET
 TU2414'ELEVATION, ON THE SOUTHWEST RIM OF PUU KOAE, A PROMINENT VOLCANIC
 TU2414'CONE.
 TU2414'
 TU2414'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2414'HEADQUARTERS, GO SOUTHEAST ON THE CRATER RIM ROAD, PAST EAST END
 TU2414'OF THE VOLCANO HOUSE HOTEL, AND GO 3.8 MILES TO CROSSROAD.  TURN
 TU2414'LEFT ON CHAIN OF CRATERS ROAD AND GO 2.2 MILES.  TAKE SIDE ROAD
 TU2414'RIGHT, AT SIGN HILINA PALI PARK ROAD, AND GO 4.0 MILES TO END OF
 TU2414'TRUCK TRAVEL AT A HAIRPIN LEFT CURVE AND SIGN ON RIGHT
 TU2414'FOOTPRINTS TRAIL.  WALK WEST ON GOOD TRAIL FOR ABOUT 4 MILES TO
 TU2414'STATION.
 TU2414'
 TU2414'STATION IS MARKED BY A 3/4-INCH IRON PIPE PROJECTING 2 INCHES
 TU2414'FROM THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM, ABOUT 7 FEET
 TU2414'ON EACH SIDE, ON HIGHEST POINT OF CRATER RIM.  A 2-1/2-INCH IRON
 TU2414'PIPE TARGET, SUPPORTED BY 3 IRON LEGS EMBEDDED IN THE CONCRETE
 TU2414'PLATFORM, IS CENTERED OVER STATION PIPE AND EXTENDS ABOUT 8 FEET
 TU2414'ABOVE PLATFORM.  THE WORD KOAE IS INSCRIBED IN THE CONCRETE.
 TU2414'
 TU2414'REFERENCE MARK IS A U.S.G.S. REFERENCE DISK, UNSTAMPED, CEMENTED
 TU2414'IN A DRILL HOLE IN THE TOP OF A SMALL LAVA ROCK HUMP AT SOUTHWEST
 TU2414'BASE OF STATION HILL, IN AZIMUTH FROM STATION 57 DEG 09 MIN.  SLOPE
 TU2414'DISTANCE TO THE REFERENCE MARK IS 172.37 FEET, AND IT IS ABOUT
 TU2414'100 FEET LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2716 ***********************************************************************
 TU2716  DESIGNATION -  KOHALA LATITUDE STATION
 TU2716  PID         -  TU2716
 TU2716  STATE/COUNTY-  HI/HAWAII
 TU2716  USGS QUAD   -  HAWI (1995)
 TU2716
 TU2716                         *CURRENT SURVEY CONTROL
 TU2716  ___________________________________________________________________
 TU2716* NAD 83(1993)-  20 14 46.83716(N)    155 46 17.06188(W)     ADJUSTED  
 TU2716* LOCAL TIDAL -         9.     (meters)      30.     (feet)  SCALED    
 TU2716  ___________________________________________________________________
 TU2716  EPOCH DATE  -        1993.62
 TU2716  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 TU2716  GEOID HEIGHT-          18.11  (meters)                     GEOID03
 TU2716
 TU2716  HORZ ORDER  -  SECOND
 TU2716
 TU2716.The horizontal coordinates were established by classical geodetic methods
 TU2716.and adjusted by the National Geodetic Survey in December 1998..
 TU2716.The horizontal coordinates are valid at the epoch date displayed above.
 TU2716.The epoch date for horizontal control is a decimal equivalence
 TU2716.of Year/Month/Day.
 TU2716
 TU2716.The orthometric height was scaled from a topographic map.
 TU2716
 TU2716.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2716
 TU2716.The geoid height was determined by GEOID03.
 TU2716
 TU2716;                    North         East     Units Scale Factor Converg.
 TU2716;SPC HI 1     -   156,436.355   471,643.453   MT  0.99997660   -0 05 38.1
 TU2716;UTM  05      - 2,241,166.652   210,463.637   MT  1.00063623   -0 57 35.0
 TU2716
 TU2716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2716!SPC HI 1     -   0.99999574  x   0.99997660  =   0.99997234
 TU2716!UTM  05      -   0.99999574  x   1.00063623  =   1.00063197
 TU2716
 TU2716                          SUPERSEDED SURVEY CONTROL
 TU2716
 TU2716  NAD 83(1986)-  20 14 46.80376(N)    155 46 17.06671(W) AD(       ) 2
 TU2716  OLD HI      -  20 14 57.87500(N)    155 46 27.09700(W) AD(       ) 2
 TU2716
 TU2716.Superseded values are not recommended for survey control.
 TU2716.NGS no longer adjusts projects to the OLD HI datum.
 TU2716.See file dsdata.txt to determine how the superseded data were derived.
 TU2716
 TU2716_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1046441167(NAD 83)
 TU2716
 TU2716  HISTORY     - Date     Condition        Report By
 TU2716  HISTORY     - 1881     MONUMENTED       HIGS
 TU2716  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2716  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2716
 TU2716                          STATION DESCRIPTION
 TU2716
 TU2716'DESCRIBED BY HAWAII GEODETIC SURVEY 1881
 TU2716'SEE STATION KAUHOLA
 TU2716
 TU2716                          STATION RECOVERY (1948)
 TU2716
 TU2716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2716'THIS STATION IS A BRICK AND CEMENT PIER ABOUT 2 FEET BY 3 FEET
 TU2716'BY 3 FEET HIGH, WITH A CROSS CHISELED IN THE TOP.  IT IS IN
 TU2716'GOOD CONDITION.
 TU2716'
 TU2716'TO REACH THE STATION PASS THE KOHALA SUGAR CO. MILL AND
 TU2716'PROCEED TO KAUHOLA PT. LIGHTHOUSE.  STATION IS ABOUT 10 FEET
 TU2716'FROM THE LIGHTHOUSE AND 14.77 FEET FROM STATION KAUHOLA.  IT
 TU2716'WAS LOCATED BY DIRECTION AND DISTANCE FROM STATION KAUHOLA.
 TU2716
 TU2716                          STATION RECOVERY (1978)
 TU2716
 TU2716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2716'THE STATION WAS RECOVERED AS DESCRIBED IN THE RECOVERY NOTE FOR
 TU2716'STATION KAUHOLA (HGS), 1881 IN THE YEAR 1967.
 TU2716'
 TU2716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2716'4 MILES ENE OF HAWI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2698 ***********************************************************************
 TU2698  DESIGNATION -  KOHALA MILL STACK
 TU2698  PID         -  TU2698
 TU2698  STATE/COUNTY-  HI/HAWAII
 TU2698  USGS QUAD   -  HAWI (1995)
 TU2698
 TU2698                         *CURRENT SURVEY CONTROL
 TU2698  ___________________________________________________________________
 TU2698* NAD 83(1993)-  20 14 02.60747(N)    155 46 45.08684(W)     ADJUSTED  
 TU2698* LOCAL TIDAL -                                                        
 TU2698  ___________________________________________________________________
 TU2698  EPOCH DATE  -        1993.62
 TU2698  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 TU2698  GEOID HEIGHT-          18.37  (meters)                     GEOID03
 TU2698
 TU2698  HORZ ORDER  -  THIRD
 TU2698
 TU2698.The horizontal coordinates were established by classical geodetic methods
 TU2698.and adjusted by the National Geodetic Survey in December 1998..
 TU2698.The horizontal coordinates are valid at the epoch date displayed above.
 TU2698.The epoch date for horizontal control is a decimal equivalence
 TU2698.of Year/Month/Day.
 TU2698
 TU2698
 TU2698.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2698
 TU2698.The geoid height was determined by GEOID03.
 TU2698
 TU2698;                    North         East     Units Scale Factor Converg.
 TU2698;SPC HI 1     -   155,077.588   470,827.808   MT  0.99997718   -0 05 47.6
 TU2698;UTM  05      - 2,239,819.470   209,627.005   MT  1.00064223   -0 57 42.8
 TU2698
 TU2698                          SUPERSEDED SURVEY CONTROL
 TU2698
 TU2698  NAD 83(1986)-  20 14 02.57544(N)    155 46 45.09127(W) AD(       ) 4
 TU2698  OLD HI      -  20 14 13.64300(N)    155 46 55.12100(W) AD(       ) 3
 TU2698
 TU2698.Superseded values are not recommended for survey control.
 TU2698.NGS no longer adjusts projects to the OLD HI datum.
 TU2698.See file dsdata.txt to determine how the superseded data were derived.
 TU2698
 TU2698_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0962739819(NAD 83)
 TU2698
 TU2698  HISTORY     - Date     Condition        Report By
 TU2698  HISTORY     - 1948     MONUMENTED       CGS
 TU2698  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2698
 TU2698                          STATION DESCRIPTION
 TU2698
 TU2698'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2698'LOCATED NEAR NW CORNER OF KOHALA SUGAR COMPANYS MILL.
 TU2698
 TU2698                          STATION RECOVERY (1967)
 TU2698
 TU2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2698'STATION WAS RECOVERED.  LOCATED ABOUT 3-1/2 MILES EAST OF
 TU2698'HAWI, IN HALAULA VILLAGE.  STATION IS THE LARGE, PROMINENT
 TU2698'STACK AT THE KOHALA SUGAR MILL, THE ONLY REMAINING SUGAR MILL
 TU2698'IN THE KOHALA DISTRICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2641 ***********************************************************************
 TU2641  DESIGNATION -  KOHOLALELE RESET=1506
 TU2641  PID         -  TU2641
 TU2641  STATE/COUNTY-  HI/HAWAII
 TU2641  USGS QUAD   -  KUKAIAU (1982)
 TU2641
 TU2641                         *CURRENT SURVEY CONTROL
 TU2641  ___________________________________________________________________
 TU2641* NAD 83(1993)-  20 01 09.62646(N)    155 21 27.53689(W)     ADJUSTED  
 TU2641* LOCAL TIDAL -       460.5    (meters)    1511.     (feet)  VERT ANG  
 TU2641  ___________________________________________________________________
 TU2641  EPOCH DATE  -        1993.62
 TU2641  LAPLACE CORR-         -14.33  (seconds)                    DEFLEC99
 TU2641  GEOID HEIGHT-          20.27  (meters)                     GEOID03
 TU2641
 TU2641  HORZ ORDER  -  SECOND
 TU2641
 TU2641.The horizontal coordinates were established by classical geodetic methods
 TU2641.and adjusted by the National Geodetic Survey in December 1998..
 TU2641.The horizontal coordinates are valid at the epoch date displayed above.
 TU2641.The epoch date for horizontal control is a decimal equivalence
 TU2641.of Year/Month/Day.
 TU2641
 TU2641.The orthometric height was determined by vertical angle observations.
 TU2641
 TU2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2641
 TU2641.The geoid height was determined by GEOID03.
 TU2641
 TU2641;                    North         East     Units Scale Factor Converg.
 TU2641;SPC HI 1     -   131,289.705   514,894.298   MT  0.99996941   +0 02 55.4
 TU2641;UTM  05      - 2,215,359.457   253,354.055   MT  1.00035196   -0 48 27.1
 TU2641
 TU2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2641!SPC HI 1     -   0.99992443  x   0.99996941  =   0.99989385
 TU2641!UTM  05      -   0.99992443  x   1.00035196  =   1.00027637
 TU2641
 TU2641|---------------------------------------------------------------------|
 TU2641| PID    Reference Object                     Distance      Geod. Az  |
 TU2641|                                                           dddmmss.s |
 TU2641| CN5479 KOHOLALELE RM 2                      13.472 METERS 17514     |
 TU2641| TU2644 OPIHILALA RESET                     APPROX. 3.0 KM 3252602.1 |
 TU2641| CN5478 KOHOLALELE RM 1                       5.974 METERS 35514     |
 TU2641|---------------------------------------------------------------------|
 TU2641
 TU2641                          SUPERSEDED SURVEY CONTROL
 TU2641
 TU2641  NAD 83(1986)-  20 01 09.60678(N)    155 21 27.53714(W) AD(       ) 2
 TU2641  OLD HI      -  20 01 20.62300(N)    155 21 37.52700(W) AD(       ) 2
 TU2641
 TU2641.Superseded values are not recommended for survey control.
 TU2641.NGS no longer adjusts projects to the OLD HI datum.
 TU2641.See file dsdata.txt to determine how the superseded data were derived.
 TU2641
 TU2641_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC5335415359(NAD 83)
 TU2641
 TU2641  HISTORY     - Date     Condition        Report By
 TU2641  HISTORY     - 1911     MONUMENTED       USGS
 TU2641  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2641  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2641  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2641  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2641
 TU2641                          STATION DESCRIPTION
 TU2641
 TU2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2641'NEAR NORTHEASTERN COAST OF HAWAII, IN THE CENTRAL PART OF
 TU2641'HAMAKUA DISTRICT, ON THE EASTERN SUMMIT OF PUU PIELE, A
 TU2641'CONSPICUOUS HOGBACK HILL TRENDING NORTH AND SOUTH WHICH IS
 TU2641'SEEN 3/4 MILE ABOVE THE GOVERNMENT ROAD, BETWEEN THE POST
 TU2641'OFFICES OF KUKAIAU AND PAAUILO.  THE LOWER OR SEAWARD END OF
 TU2641'THIS HILL IS COVERED WITH BUSHES.  TO REACH THE STATION START
 TU2641'AT THE LARGE SCHOOLHOUSE, RED, TRIMMED WITH WHITE, AND GO ALONG
 TU2641'THE GOVERNMENT ROAD TOWARD KUKAIAU, PASSING THE ROAD DOWN TO
 TU2641'PAAUILO MILL.  A FEW YARDS FARTHER ON TAKE THE TRAIL WHICH
 TU2641'LEADS UP THE HILL.  WHEN ON TOP THE HILL WILL BE SEEN TO
 TU2641'CONSIST OF TWO PARALLEL HOGBACKS.  THE STATION IS ON THE
 TU2641'HIGHEST POINT OF THE EAST HOGBACK.  THE HILL IS ON RANGE
 TU2641'WITH THE PAAUILO SUGAR MILL AND THE RED AND WHITE
 TU2641'SCHOOLHOUSE.  STATION MARKED BY A CONCRETE CYLINDER
 TU2641'ABOUT 8 INCHES IN DIAMETER PROJECTING SOME 4 INCHES ABOVE
 TU2641'SURFACE OF GROUND WITH COPPER PLATE OF THE UNITED STATES
 TU2641'GEOLOGICAL SURVEY IN TOP.  IT IS SURROUNDED BY A PILE
 TU2641'OF SMALL BOWLDERS.  REFERENCE MARK IS STATION
 TU2641'WATER, AN OCTAGONAL WATER TANK ON THE LOWER END OF THE WEST
 TU2641'HOGBACK.  IT IS ABOUT 80 METERS FROM STATION BEARING N.
 TU2641'29 DEG W.
 TU2641
 TU2641                          STATION RECOVERY (1948)
 TU2641
 TU2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2641'THE ORIGINAL STATION WAS NOT RECOVERED.  IT IS NOT KNOWN HOW
 TU2641'THE 1877 STATION WAS MARKED.  IN 1913 E. R. HAND REPORTED
 TU2641'RECOVERING A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF AN
 TU2641'8 INCH CONCRETE CYLINDER.  ABOUT 1929 THE TERRITORY SURVEY
 TU2641'DEPARTMENT REPORTED RECOVERING A 4 INCH IRON PIPE WHICH WAS SET
 TU2641'IN CONCRETE.  ALSO IN 1929 THE TERRITORY SURVEY CONSTRUCTED A
 TU2641'CONCRETE PLATFORM, 6 FEET SQUARE AND 4 FEET HIGH, OVER THE
 TU2641'STATION.  THE PRESENT SURVEY HAS RECOVERED A 4 INCH IRON PIPE
 TU2641'WHICH PROJECTS 4 INCHES FROM A CONCRETE BASE WHICH IS 1-1/2
 TU2641'INCHES HIGH.  NO DISK WAS FOUND IN THE PIPE.  A NEW
 TU2641'DESCRIPTION FOLLOWS--
 TU2641'
 TU2641'THE STATION IS LOCATED ON THE CREST OF A LOW NORTH-SOUTH
 TU2641'RIDGE.  ABOUT 5 MILES WEST OF OOKALA, ABOUT 2.5 MILES SOUTHEAST
 TU2641'OF PAAUILO, 2.5 MILES WEST SOUTHWEST OF POPOLOAU POINT, ABOUT
 TU2641'200 YARDS SOUTH OF THREE OLD WATER TANKS AND ABOUT 100 YARDS
 TU2641'NORTH OF A HEAVY GROWTH OF TIMBER.
 TU2641'
 TU2641'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2641'PROJECTS 10 INCHES FROM THE TOP OF A CONCRETE PLATFORM.  THE
 TU2641'TOP OF THIS PIPE IS 26 INCHES HIGHER THAN THE TOP OF THE PIPE
 TU2641'WHICH MARKS THE OLD STATION.
 TU2641'
 TU2641'NO REFERENCE MARKS WERE SET AT THIS STATION.
 TU2641'
 TU2641'TO REACH THE STATION FROM THE POST OFFICE AT PAAUILO.  GO SOUTH
 TU2641'AND EAST, ON THE ROAD WHICH LEADS TOWARD HILO, FOR 2.3
 TU2641'MILES.  TURN RIGHT, GO WESTERLY FOR ABOUT 100 FEET, TURN LEFT
 TU2641'AND GO SOUTH AND WEST, ON A PAVED ROAD, FOR 1.8 MILES.  TURN
 TU2641'RIGHT, ONTO A DIRT ROAD, AND GO WESTERLY FOR 0.2 MILE.  PASS
 TU2641'THROUGH A BOARD GATE AND FOLLOW A FIELD ROAD NORTHWESTERLY FOR
 TU2641'0.2 MILE.  PASS UNDER A POWER LINE AND CONTINUE NORTHWESTERLY,
 TU2641'UP A STEEP GRADE, FOR 0.1 MILE TO THE CREST OF THE RIDGE AND
 TU2641'THE STATION.
 TU2641'
 TU2641'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED
 TU2641'BY W.H. BARRINGER IN MARCH 1911.  REMARKED BY BRONZE TABLET
 TU2641'SET OVER OLD MARK IN TOP OF CONCRETE POST.  ELEVATION STAMPED
 TU2641'1506.
 TU2641
 TU2641                          STATION RECOVERY (1966)
 TU2641
 TU2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2641'STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 TU2641'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2641'
 TU2641'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF PAAUILO AND
 TU2641'1 MILE SOUTHWEST OF STATE HIGHWAY 19, AT ABOUT 1541 FEET
 TU2641'ELEVATION, ON A LOW, NARROW, NORTH-SOUTH RIDGE COVERED WITH
 TU2641'IRONWOOD TREES, BETWEEN CANE FIELDS.
 TU2641'
 TU2641'TO REACH STATION FROM THE POST OFFICE AT LAUPAHOEHOE, GO
 TU2641'NORTHWEST 0.1 MILE.  TURN LEFT, AND CONTINUE NORTHWEST, ON
 TU2641'STATE HIGHWAY 19, FOR 9.4 MILES TO KUKAIAU VILLAGE.  CONTINUE
 TU2641'ON THE HIGHWAY FOR 0.4 MILE TO CROSSROAD AT POWER POLE
 TU2641'175.  TURN LEFT, PAST CURVED STONE WALL, AND GO UPGRADE 1.1
 TU2641'MILES TO CROSSROAD.  TURN RIGHT AND GO 0.15 MILE, CROSSING A
 TU2641'DIP AND PASSING UNDER POWER LINE, TO CREST OF RIDGE AND END OF
 TU2641'TRUCK TRAVEL.  WALK NORTH ALONG RIDGE FOR ABOUT 75 YARDS TO
 TU2641'STATION.
 TU2641'
 TU2641'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 1506, SET
 TU2641'IN CONCRETE 12 INCHES DOWN INSIDE OF A 4-INCH IRON PIPE WHICH
 TU2641'PROJECTS ABOUT 2 INCHES FROM THE TOP OF A 16-INCH-DIAMETER
 TU2641'CONCRETE MONUMENT THAT EXTENDS 16 INCHES ABOVE
 TU2641'GROUND.  NOTE--THE PIPE IS USUALLY FILLED WITH WATER AND DEBRIS
 TU2641'AND MARK CANNOT BE SEEN.  STATION IS 48 FEET NORTH OF A TRIANGLE
 TU2641'BLAZE ON A 12-INCH IRONWOOD.  A TYPE A SIGNAL BUILT BY THE
 TU2641'HAWAII TERRITORIAL SURVEY IS CENTERED OVER THE MARK, WITH THE
 TU2641'6-FOOT-SQUARE CONCRETE PLATFORM 4 FEET ABOVE GROUND.  A RED
 TU2641'AND WHITE METAL TARGET EXTENDS ABOUT 8 FEET ABOVE THE
 TU2641'PLATFORM.
 TU2641'
 TU2641'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU2641'KOHOLALELE HGS 1877 NO 1 1966, BRAZED TO THE TOP OF A 2-INCH
 TU2641'IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 6 INCHES ABOVE
 TU2641'GROUND.  IT IS 6 FEET WEST-NORTHWEST OF A 6-INCH IRONWOOD TREE
 TU2641'AND 2-1/2 FEET LOWER THAN STATION MARK.
 TU2641'
 TU2641'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2641'KOHOLALELE HGS 1877 NO 2 1966, BRAZED TO THE TOP OF A 2-INCH
 TU2641'IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 6 INCHES ABOVE
 TU2641'GROUND.  IT IS 4 FEET NORTHWEST OF THE 12-INCH TREE WITH
 TU2641'TRIANGLE BLAZE AND 1-1/2 FEET HIGHER THAN STATION MARK.
 TU2641
 TU2641                          STATION RECOVERY (1967)
 TU2641
 TU2641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2641'STATION WAS RECOVERED AS DESCRIBED IN 1966 AND ALL MARKS FOUND
 TU2641'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3586 ***********************************************************************
 AA3586  DESIGNATION -  KOKB
 AA3586  PID         -  AA3586
 AA3586  STATE/COUNTY-  HI/KAUAI
 AA3586  USGS QUAD   -  MAKAHA POINT (1983)
 AA3586
 AA3586                         *CURRENT SURVEY CONTROL
 AA3586  ___________________________________________________________________
 AA3586* NAD 83(1993)-  22 07 34.51888(N)    159 39 53.66150(W)     ADJUSTED  
 AA3586* LOCAL TIDAL -      1149.9    (meters)    3773.     (feet)  GPS OBS   
 AA3586  ___________________________________________________________________
 AA3586  EPOCH DATE  -        1993.62
 AA3586  X           -  -5,543,837.405 (meters)                     COMP
 AA3586  Y           -  -2,054,588.876 (meters)                     COMP
 AA3586  Z           -   2,387,809.059 (meters)                     COMP
 AA3586  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 AA3586  ELLIP HEIGHT-        1167.02  (meters)          (11/30/94) GPS OBS
 AA3586  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 AA3586
 AA3586  HORZ ORDER  -  A
 AA3586  ELLP ORDER  -  THIRD     CLASS II
 AA3586
 AA3586.The horizontal coordinates were established by GPS observations
 AA3586.and adjusted by the National Geodetic Survey in November 1994..
 AA3586.The horizontal coordinates are valid at the epoch date displayed above.
 AA3586.The epoch date for horizontal control is a decimal equivalence
 AA3586.of Year/Month/Day.
 AA3586
 AA3586.The orthometric height was determined by GPS observations and a
 AA3586.high-resolution geoid model.
 AA3586
 AA3586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3586
 AA3586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3586
 AA3586.The ellipsoidal height was determined by GPS observations
 AA3586.and is referenced to NAD 83.
 AA3586
 AA3586.The geoid height was determined by GEOID03.
 AA3586
 AA3586;                    North         East     Units Scale Factor Converg.
 AA3586;SPC HI 4     -    32,444.141   482,986.722   MT  0.99999357   -0 03 43.6
 AA3586;UTM  04      - 2,446,951.618   431,427.651   MT  0.99965810   -0 15 01.6
 AA3586
 AA3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3586!SPC HI 4     -   0.99981662  x   0.99999357  =   0.99981019
 AA3586!UTM  04      -   0.99981662  x   0.99965810  =   0.99947478
 AA3586
 AA3586|---------------------------------------------------------------------|
 AA3586| PID    Reference Object                     Distance      Geod. Az  |
 AA3586|                                                           dddmmss.s |
 AA3586| AA3587 1311 NCMN C                          57.118 METERS 21744     |
 AA3586|---------------------------------------------------------------------|
 AA3586
 AA3586                          SUPERSEDED SURVEY CONTROL
 AA3586
 AA3586.No superseded survey control is available for this station.
 AA3586
 AA3586_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3142846952(NAD 83)
 AA3586_STAMPING: 3028-2
 AA3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3586+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1995
 AA3586
 AA3586  HISTORY     - Date     Condition        Report By
 AA3586  HISTORY     - 1987     FIRST OBSERVED   USGS
 AA3586  HISTORY     - 19950720 GOOD             NOS
 AA3586
 AA3586                          STATION DESCRIPTION
 AA3586
 AA3586'DESCRIBED BY US GEOLOGICAL SURVEY 1987
 AA3586'NO TEXT
 AA3586
 AA3586                          STATION RECOVERY (1995)
 AA3586
 AA3586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995
 AA3586'THE STATION WAS NOT VISITED.  THE DATA WAS DOWNLOADED FROM THE NASA
 AA3586'JPL BULLETIN BOARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0791 ***********************************************************************
 TU0791  DESIGNATION -  KOKEE
 TU0791  PID         -  TU0791
 TU0791  STATE/COUNTY-  HI/KAUAI
 TU0791  USGS QUAD   -  MAKAHA POINT (1983)
 TU0791
 TU0791                         *CURRENT SURVEY CONTROL
 TU0791  ___________________________________________________________________
 TU0791* NAD 83(1993)-  22 07 35.24961(N)    159 39 54.70550(W)     ADJUSTED  
 TU0791* LOCAL TIDAL -      1144.344  (meters)    3754.40   (feet)  ADJ UNCH  
 TU0791  ___________________________________________________________________
 TU0791  EPOCH DATE  -        1993.62
 TU0791  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 TU0791  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU0791
 TU0791  HORZ ORDER  -  SECOND
 TU0791  VERT ORDER  -  SECOND    CLASS 0
 TU0791
 TU0791.The horizontal coordinates were established by classical geodetic methods
 TU0791.and adjusted by the National Geodetic Survey in December 1998..
 TU0791.The horizontal coordinates are valid at the epoch date displayed above.
 TU0791.The epoch date for horizontal control is a decimal equivalence
 TU0791.of Year/Month/Day.
 TU0791
 TU0791.The orthometric height was key entered from printed documents
 TU0791.and not key verified.
 TU0791
 TU0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0791
 TU0791.The geoid height was determined by GEOID03.
 TU0791
 TU0791;                    North         East     Units Scale Factor Converg.
 TU0791;SPC HI 4     -    32,466.650   482,956.828   MT  0.99999359   -0 03 44.0
 TU0791;UTM  04      - 2,446,974.217   431,397.841   MT  0.99965815   -0 15 02.0
 TU0791
 TU0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0791!SPC HI 4     -   0.99981755  x   0.99999359  =   0.99981115
 TU0791!UTM  04      -   0.99981755  x   0.99965815  =   0.99947577
 TU0791
 TU0791|---------------------------------------------------------------------|
 TU0791| PID    Reference Object                     Distance      Geod. Az  |
 TU0791|                                                           dddmmss.s |
 TU0791| TU2019 VERLORT RADAR CENTER AXIS            37.459 METERS 12841     |
 TU0791| TU0795 KOKEE RM 1                           24.739 METERS 14047     |
 TU0791| TU2022 STATION 719 ANNA VAN                 22.200 METERS 14827     |
 TU0791| TU2020 MANU                                318.064 METERS 18406     |
 TU0791| TU0792 KOKEE RM 2                           12.033 METERS 23551     |
 TU0791|---------------------------------------------------------------------|
 TU0791
 TU0791                          SUPERSEDED SURVEY CONTROL
 TU0791
 TU0791  NAD 83(1986)-  22 07 35.21529(N)    159 39 54.72848(W) AD(       ) 2
 TU0791  OLD HI      -  22 07 46.51820(N)    159 40 04.79620(W) AD(       ) 2
 TU0791
 TU0791.Superseded values are not recommended for survey control.
 TU0791.NGS no longer adjusts projects to the OLD HI datum.
 TU0791.See file dsdata.txt to determine how the superseded data were derived.
 TU0791
 TU0791_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3139846974(NAD 83)
 TU0791_MARKER: DS = TRIANGULATION STATION DISK
 TU0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0791_SP_SET: CONCRETE PAD
 TU0791_STAMPING: KOKEE 1961
 TU0791_MARK LOGO: CGS   
 TU0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0791+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 TU0791
 TU0791  HISTORY     - Date     Condition        Report By
 TU0791  HISTORY     - 1961     MONUMENTED       CGS
 TU0791  HISTORY     - 1964     GOOD             CGS
 TU0791  HISTORY     - 1964     GOOD             NGS
 TU0791  HISTORY     - 1984     GOOD             USPSQD
 TU0791  HISTORY     - 19910430 GOOD             NGS
 TU0791
 TU0791                          STATION DESCRIPTION
 TU0791
 TU0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU0791'THE STATION IS LOCATED 12 MILES, AIR LINE, NORTH OF WAIMEA, 4-1/2
 TU0791'MILES, AIR LINE, EAST OF THE WEST COAST OF KAUAI ISLAND, AND 3
 TU0791'MILES, AIR LINE, SOUTH OF THE NORTH COAST OF KAUAI ISLAND.
 TU0791'
 TU0791'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS, GO SOUTH ON
 TU0791'STATE HIGHWAY 55 FOR 1.05 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT
 TU0791'AND GO NORTH FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 TU0791'NORTH FOR 0.3 MILE TO A MILITARY COMPOUND AND THE STATION.  A DRIVE
 TU0791'STATION.
 TU0791'
 TU0791'THE STATION MARK, A STANDARD DISK STAMPED KOKEE 1961, IS SET IN THE
 TU0791'TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 5 INCHES ABOVE THE
 TU0791'PAVEMENT.  IT IS 39.1 FEET EAST OF THE NORTHWEST CORNER OF THE
 TU0791'FENCE, 8.4 FEET SOUTH OF THE EAST-WEST FENCE, 6.6 FEET SOUTHWEST
 TU0791'OF THE NORTHEAST LEG OF A TOWER, AND 6.6 FEET SOUTHEAST OF THE
 TU0791'NORTHWEST LEG OF A TOWER.
 TU0791'
 TU0791'REFERENCE MARK 1, A STANDARD DISK STAMPED KOKEE NO 1 1961, IS SET
 TU0791'IN A DRILL HOLE IN THE EAST EDGE OF THE CONCRETE BASE FOR A TOWER.
 TU0791'IT IS 22.5 FEET EAST OF THE FENCE AROUND THE POWER SUPPLY AND 1
 TU0791'FOOT EAST OF THE TOWER.
 TU0791'
 TU0791'REFERENCE MARK 2, A STANDARD DISK STAMPED KOKEE NO 2 1961, IS SET
 TU0791'IN THE TOP OF A CONCRETE BASE FOR A FENCE POST.  IT IS 18.8 FEET
 TU0791'SOUTH OF THE NORTHWEST FENCE CORNER AND 6 INCHES EAST OF THE
 TU0791'NORTH-SOUTH FENCE.
 TU0791
 TU0791                          STATION RECOVERY (1964)
 TU0791
 TU0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0791'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU0791'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AND
 TU0791'COMPLETE DESCRIPTION FOLLOWS--
 TU0791'
 TU0791'THE STATION IS LOCATED IN THE S-BAND RADAR (VERLORT) AREA AT THE
 TU0791'KOKEE INSTRUMENTATION STATION OF THE PACIFIC MISSILE RANGE, IN
 TU0791'KOKEE PARK AND ON A RIDGE ABOUT 500 FEET NORTHWEST OF STATE HIGHWAY
 TU0791'55.
 TU0791'
 TU0791'TO REACH THE STATION FROM THE KOKEE LODGE, GO SOUTHWESTERLY (TOWARD
 TU0791'KEKAHA) FOR 1.05 MILES TO A ROAD ON THE RIGHT.  TURN RIGHT AND
 TU0791'GO NORTHEASTERLY FOR 0.35 MILE TO A FORK AT A SENTRY POST.  TAKE
 TU0791'THE RIGHT FORK AND CONTINUE NORTHEASTERLY ON THE MAIN ROAD FOR 0.3
 TU0791'MILE TO A GATE IN A CYCLONE FENCE ON THE RIGHT AND THE STATION
 TU0791'MARK, AS DESCRIBED BELOW.
 TU0791'
 TU0791'THE STATION MARK IS A STANDARD DISK, STAMPED KOKEE 1961, SET IN THE
 TU0791'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 TU0791'ABOVE THE SURFACE OF THE ASPHALT.  IT IS UNDER A 4-LEGGED STEEL
 TU0791'TOWER, 63 FEET NORTH-NORTHWEST OF A FENCE AROUND A TRANSFORMER
 TU0791'STATION, 58 FEET SOUTHWEST OF THE CENTER OF THE GATE, 38
 TU0791'FEET EAST-NORTHEAST OF A FENCE AND 8 FEET SOUTH-SOUTHEAST OF
 TU0791'ANOTHER FENCE.
 TU0791'
 TU0791'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED KOKEE NO 1 1961,
 TU0791'CEMENTED IN A DRILL HOLE IN A 40-INCH SQUARE CONCRETE SLAB THAT
 TU0791'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE ASPHALT.  IT IS ABOUT
 TU0791'IN THE CENTER OF THE COMPOUND, 40 FEET WEST OF THE NORTHWEST
 TU0791'CORNER OF A SMALL CONCRETE BLOCK BUILDING.
 TU0791'
 TU0791'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED KOKEE NO 2 1961,
 TU0791'CEMENTED IN A DRILL HOLE IN A MASS OF CONCRETE AROUND THE BOTTOM
 TU0791'OF A STEEL FENCE POST.  IT IS IN THE FENCE LINE, 19 FEET
 TU0791'SOUTH-SOUTHEAST OF THE WEST CORNER OF THE PERIMETER FENCE.
 TU0791
 TU0791                          STATION RECOVERY (1964)
 TU0791
 TU0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TU0791'1.0 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0791'1.0 MILE SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE RIGHT FOR 0.35
 TU0791'MILE, THENCE RIGHT FOR 0.3 MILE TO THE PACIFIC MISSILE RANGE, KOKEE
 TU0791'TRAILER COMPOUND.  IT IS LOCATED ABOUT IN THE CENTER OF A 50 FOOT
 TU0791'STEEL TOWER AND ON THE NORTH SIDE OF THE COMPOUND.
 TU0791
 TU0791                          STATION RECOVERY (1984)
 TU0791
 TU0791'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU0791'KOKEE 1961 GOOD.  MARK LOCATED 25 FEET W. OF GATE TO APOLLO S. BAND
 TU0791'ANTENNA AT NASA TRACKING STATION.  8 FEET SO. OF FENCE.  TO REACH
 TU0791'TAKE RT 550 FROM WAIMEA APPROX 15.3 MILES TO NASA INSTRUMENTATION
 TU0791'GATE ON LEFT.  NOTE--NOT LISTED ON ALPHA INDEX 76-107 DATED MAY 1980.
 TU0791
 TU0791                          STATION RECOVERY (1991)
 TU0791
 TU0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 TU0791'STATION IS AT NASAS KOKEE PARK GEOPHYSICAL OBSERVATORY AT THE NW PART
 TU0791'OF ISLAND OF KAUAI, HAWAII.  STATION IS 0.5 MI (0.8 KM) SW OF KOKEE
 TU0791'LODGE.  TO ACCESS FROM ROUTE HI 50 AT MILEPOST 23.2 IN WAIMEA, HAWAII,
 TU0791'AT THE BAPTIST CHURCH, GO NORTH ON WAIMEA CANYON DRIVE FOR 6.7 MI
 TU0791'(10.8 KM) TO INTERSECTION WITH HI 550 (KOKEE ROAD) .  CONTINUE NORTH
 TU0791'FOR 7.4 MI (11.9 KM) AND BEAR LEFT TO KOKEE PARK.  GO NORTH 0.3 MI
 TU0791'(0.5 KM) AND TURN WEST, LEFT, INTO NASA OBSERVATORY AND NAVY PACIFIC
 TU0791'MISSILE RANGE.  CURVE NORTH AND GO 0.3 MI (0.5 KM) TO WYE. BEAR RIGHT
 TU0791'AND GO 0.3 MI (0.5 KM) TO VLBI ANTENNA AND STATION ON RIGHT AND NASA
 TU0791'USB BUILDING.  STATION IS ON A 0.25 M (0.82 FT) CONCRETE POST WHICH
 TU0791'PROJECTS 0.05 M (0.16 FT) ABOVE ASPHALT PAVEMENT.  STATION IS 2.7 M
 TU0791'(8.9 FT) SSE OF FENCE, 15.4 M (50.5 FT) SSW OF CENTER OF FENCE GATE,
 TU0791'18.3 M (60.0 FT) NNW OF CENTER OF VLBI (APOLLO) ANTENNA, 24.74 M
 TU0791'(81.17 FT) NW OF RM 1, 12.03 M (39.47 FT) NE OF RM 2 AND 4.6 M (15.1
 TU0791'FT) NE OF NE CORNER OF GREEN BRICK BUILDING.  DISK STAMPING FACES NNW.
 TU0791'CONTACT IS CLYDE COX, NASA STDN STATION, KOKEE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3487 ***********************************************************************
 TU3487  DESIGNATION -  KOKEE
 TU3487  PID         -  TU3487
 TU3487  STATE/COUNTY-  HI/KAUAI
 TU3487  USGS QUAD   -  MAKAHA POINT (1983)
 TU3487
 TU3487                         *CURRENT SURVEY CONTROL
 TU3487  ___________________________________________________________________
 TU3487* NAD 83(1992)-  22 07 36.22801(N)    159 39 53.55793(W)     ADJUSTED  
 TU3487* LOCAL TIDAL -      1180.     (meters)    3871.     (feet)  SCALED    
 TU3487  ___________________________________________________________________
 TU3487  X           -  -5,543,817.707 (meters)                     COMP
 TU3487  Y           -  -2,054,584.742 (meters)                     COMP
 TU3487  Z           -   2,387,857.726 (meters)                     COMP
 TU3487  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 TU3487  ELLIP HEIGHT-        1166.91  (meters)          (09/01/92) GPS OBS
 TU3487  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU3487
 TU3487  HORZ ORDER  -  B
 TU3487  ELLP ORDER  -  FOURTH    CLASS II
 TU3487
 TU3487.The horizontal coordinates were established by GPS observations
 TU3487.and adjusted by the National Geodetic Survey in September 1992..
 TU3487.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 TU3487.DATUM ITEM on the data sheet items page.
 TU3487
 TU3487.The orthometric height was scaled from a topographic map.
 TU3487
 TU3487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3487
 TU3487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3487
 TU3487.The ellipsoidal height was determined by GPS observations
 TU3487.and is referenced to NAD 83.
 TU3487
 TU3487.The geoid height was determined by GEOID03.
 TU3487
 TU3487;                    North         East     Units Scale Factor Converg.
 TU3487;SPC HI 4     -    32,496.709   482,989.748   MT  0.99999357   -0 03 43.6
 TU3487;UTM  04      - 2,447,004.157   431,430.848   MT  0.99965809   -0 15 01.6
 TU3487
 TU3487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3487!SPC HI 4     -   0.99981664  x   0.99999357  =   0.99981021
 TU3487!UTM  04      -   0.99981664  x   0.99965809  =   0.99947479
 TU3487
 TU3487                          SUPERSEDED SURVEY CONTROL
 TU3487
 TU3487  NAD 83(1986)-  22 07 36.22801(N)    159 39 53.55793(W) AD(       ) 1
 TU3487
 TU3487.Superseded values are not recommended for survey control.
 TU3487.NGS no longer adjusts projects to the OLD HI datum.
 TU3487.See file dsdata.txt to determine how the superseded data were derived.
 TU3487
 TU3487_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3143147004(NAD 83)
 TU3487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3487+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1990
 TU3487
 TU3487  HISTORY     - Date     Condition        Report By
 TU3487  HISTORY     - UNK      MONUMENTED
 TU3487  HISTORY     - UNK      SEE DESCRIPTION
 TU3487  HISTORY     - 19900720 GOOD             NGS
 TU3487
 TU3487                          STATION DESCRIPTION
 TU3487
 TU3487'DESCRIBED UNK
 TU3487'RECOVERED AS DESCRIBED.
 TU3487
 TU3487                          STATION RECOVERY (1990)
 TU3487
 TU3487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 TU3487'1.0 MI S FROM KOKEE PARK HEADQUARTERS.
 TU3487'1.0 MILE SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE RIGHT FOR 0.35
 TU3487'MILE, THENCE RIGHT FOR 0.3 MILE TO THE PACIFIC MISSILE RANGE, KOKEE
 TU3487'TRAILER COMPOUND.  IT IS LOCATED ABOUT IN THE CENTER OF A 50 FOOT
 TU3487'STEEL TOWER AND ON THE NORTH SIDE OF THE COMPOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI4960 ***********************************************************************
 AI4960  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI4960  DESIGNATION -  KOKEE PARK CORS ARP
 AI4960  CORS_ID     -  KOKB
 AI4960  PID         -  AI4960
 AI4960  STATE/COUNTY-  HI/KAUAI
 AI4960  USGS QUAD   -  MAKAHA POINT (1983)
 AI4960
 AI4960                         *CURRENT SURVEY CONTROL
 AI4960  ___________________________________________________________________
 AI4960* NAD 83(CORS)-  22 07 34.51774(N)    159 39 53.66219(W)     ADJUSTED  
 AI4960* LOCAL TIDAL -                                                        
 AI4960  ___________________________________________________________________
 AI4960  EPOCH DATE  -        2002.00
 AI4960  X           -  -5,543,837.459 (meters)                     COMP
 AI4960  Y           -  -2,054,588.875 (meters)                     COMP
 AI4960  Z           -   2,387,809.041 (meters)                     COMP
 AI4960  ELLIP HEIGHT-        1167.06  (meters)          (02/??/04) GPS OBS
 AI4960  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 AI4960
 AI4960  HORZ ORDER  -  SPECIAL (CORS)
 AI4960  ELLP ORDER  -  SPECIAL (CORS)
 AI4960
 AI4960.ITRF positions are available for this station.
 AI4960.The coordinates were established by GPS observations
 AI4960.and adjusted by the National Geodetic Survey in February 2004..
 AI4960.The coordinates are valid at the epoch date displayed above.
 AI4960.The epoch date for horizontal control is a decimal equivalence
 AI4960.of Year/Month/Day.
 AI4960
 AI4960
 AI4960.The PID for the CORS L1 Phase Center is DG4254.
 AI4960
 AI4960.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI4960
 AI4960.The ellipsoidal height was determined by GPS observations
 AI4960.and is referenced to NAD 83.
 AI4960
 AI4960.The geoid height was determined by GEOID03.
 AI4960
 AI4960;                    North         East     Units Scale Factor Converg.
 AI4960;SPC HI 4     -    32,444.106   482,986.703   MT  0.99999357   -0 03 43.6
 AI4960
 AI4960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4960!SPC HI 4     -   0.99981661  x   0.99999357  =   0.99981018
 AI4960
 AI4960                          SUPERSEDED SURVEY CONTROL
 AI4960
 AI4960  NAD 83(CORS)-  22 07 34.51866(N)    159 39 53.66155(W) AD(1993.62) c
 AI4960  ELLIP H (05/??/00) 1167.07   (m)                       GP(1993.62) c c
 AI4960
 AI4960.Superseded values are not recommended for survey control.
 AI4960.NGS no longer adjusts projects to the OLD HI datum.
 AI4960.See file dsdata.txt to determine how the superseded data were derived.
 AI4960
 AI4960_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3142846952(NAD 83)
 AI4960_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI4960
 AI4960                          STATION DESCRIPTION
 AI4960
 AI4960'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 AI4960'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI4960'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI4960'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI4960'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI4960'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG4254 ***********************************************************************
 DG4254  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4254  DESIGNATION -  KOKEE PARK CORS L1 PHASE CENTER
 DG4254  CORS_ID     -  KOKB
 DG4254  PID         -  DG4254
 DG4254  STATE/COUNTY-  HI/KAUAI
 DG4254  USGS QUAD   -  MAKAHA POINT (1983)
 DG4254
 DG4254                         *CURRENT SURVEY CONTROL
 DG4254  ___________________________________________________________________
 DG4254* NAD 83(CORS)-  22 07 34.51775(N)    159 39 53.66218(W)     ADJUSTED  
 DG4254* LOCAL TIDAL -                                                        
 DG4254  ___________________________________________________________________
 DG4254  EPOCH DATE  -        2002.00
 DG4254  X           -  -5,543,837.554 (meters)                     COMP
 DG4254  Y           -  -2,054,588.911 (meters)                     COMP
 DG4254  Z           -   2,387,809.083 (meters)                     COMP
 DG4254  ELLIP HEIGHT-        1167.17  (meters)          (02/??/04) GPS OBS
 DG4254  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 DG4254
 DG4254  HORZ ORDER  -  SPECIAL (CORS)
 DG4254  ELLP ORDER  -  SPECIAL (CORS)
 DG4254
 DG4254.ITRF positions are available for this station.
 DG4254.The coordinates were established by GPS observations
 DG4254.and adjusted by the National Geodetic Survey in February 2004..
 DG4254.The coordinates are valid at the epoch date displayed above.
 DG4254.The epoch date for horizontal control is a decimal equivalence
 DG4254.of Year/Month/Day.
 DG4254
 DG4254
 DG4254.The PID for the CORS ARP is AI4960.
 DG4254
 DG4254.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4254
 DG4254.The ellipsoidal height was determined by GPS observations
 DG4254.and is referenced to NAD 83.
 DG4254
 DG4254.The geoid height was determined by GEOID03.
 DG4254
 DG4254;                    North         East     Units Scale Factor Converg.
 DG4254;SPC HI 4     -    32,444.106   482,986.703   MT  0.99999357   -0 03 43.6
 DG4254
 DG4254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4254!SPC HI 4     -   0.99981660  x   0.99999357  =   0.99981017
 DG4254
 DG4254                          SUPERSEDED SURVEY CONTROL
 DG4254
 DG4254  NAD 83(CORS)-  22 07 34.51867(N)    159 39 53.66154(W) AD(1993.62) c
 DG4254  ELLIP H (05/??/00) 1167.18   (m)                       GP(1993.62) c c
 DG4254
 DG4254.Superseded values are not recommended for survey control.
 DG4254.NGS no longer adjusts projects to the OLD HI datum.
 DG4254.See file dsdata.txt to determine how the superseded data were derived.
 DG4254
 DG4254_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3142846952(NAD 83)
 DG4254_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4254
 DG4254                          STATION DESCRIPTION
 DG4254
 DG4254'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4254'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4254'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4254'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4254'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4254'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AI4962 ***********************************************************************
 AI4962  DESIGNATION -  KOKEE PARK CORS MONUMENT
 AI4962  PID         -  AI4962
 AI4962  STATE/COUNTY-  HI/KAUAI
 AI4962  USGS QUAD   -  MAKAHA POINT (1983)
 AI4962
 AI4962                         *CURRENT SURVEY CONTROL
 AI4962  ___________________________________________________________________
 AI4962* NAD 83(CORS)-  22 07 34.51774(N)    159 39 53.66219(W)     ADJUSTED  
 AI4962* LOCAL TIDAL -                                                        
 AI4962  ___________________________________________________________________
 AI4962  EPOCH DATE  -        2002.00
 AI4962  X           -  -5,543,837.407 (meters)                     COMP
 AI4962  Y           -  -2,054,588.856 (meters)                     COMP
 AI4962  Z           -   2,387,809.019 (meters)                     COMP
 AI4962  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 AI4962  ELLIP HEIGHT-        1167.00  (meters)          (02/??/04) GPS OBS
 AI4962  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 AI4962
 AI4962  HORZ ORDER  -  A
 AI4962  ELLP ORDER  -  FOURTH    CLASS I
 AI4962
 AI4962.ITRF positions are available for this station.
 AI4962.The horizontal coordinates were established by GPS observations
 AI4962.and adjusted by the National Geodetic Survey in February 2004..
 AI4962.The horizontal coordinates are valid at the epoch date displayed above.
 AI4962.The epoch date for horizontal control is a decimal equivalence
 AI4962.of Year/Month/Day.
 AI4962
 AI4962
 AI4962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI4962
 AI4962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI4962
 AI4962.The ellipsoidal height was determined by GPS observations
 AI4962.and is referenced to NAD 83.
 AI4962
 AI4962.The geoid height was determined by GEOID03.
 AI4962
 AI4962;                    North         East     Units Scale Factor Converg.
 AI4962;SPC HI 4     -    32,444.106   482,986.703   MT  0.99999357   -0 03 43.6
 AI4962;UTM  04      - 2,446,951.583   431,427.631   MT  0.99965810   -0 15 01.6
 AI4962
 AI4962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI4962!SPC HI 4     -   0.99981662  x   0.99999357  =   0.99981019
 AI4962!UTM  04      -   0.99981662  x   0.99965810  =   0.99947479
 AI4962
 AI4962                          SUPERSEDED SURVEY CONTROL
 AI4962
 AI4962  NAD 83(CORS)-  22 07 34.51866(N)    159 39 53.66155(W) AD(1993.62) A
 AI4962  ELLIP H (05/??/00) 1167.01   (m)                       GP(1993.62) 4 1
 AI4962
 AI4962.Superseded values are not recommended for survey control.
 AI4962.NGS no longer adjusts projects to the OLD HI datum.
 AI4962.See file dsdata.txt to determine how the superseded data were derived.
 AI4962
 AI4962_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3142846952(NAD 83)
 AI4962_STAMPING: UNKNOWN
 AI4962'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'KOKB'
 AI4962'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 AI4962'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI4962'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI4962'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI4962'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 AI4962'
 AI4962' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0795 ***********************************************************************
 TU0795  DESIGNATION -  KOKEE RM 1
 TU0795  PID         -  TU0795
 TU0795  STATE/COUNTY-  HI/KAUAI
 TU0795  USGS QUAD   -  MAKAHA POINT (1983)
 TU0795
 TU0795                         *CURRENT SURVEY CONTROL
 TU0795  ___________________________________________________________________
 TU0795* NAD 83(1986)-  22 07 35.     (N)    159 39 55.     (W)     SCALED    
 TU0795* LOCAL TIDAL -      1144.036  (meters)    3753.39   (feet)  ADJ UNCH  
 TU0795  ___________________________________________________________________
 TU0795  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU0795
 TU0795  VERT ORDER  -  SECOND    CLASS 0
 TU0795
 TU0795.The horizontal coordinates were scaled from a topographic map and have
 TU0795.an estimated accuracy of +/- 6 seconds.
 TU0795
 TU0795.The orthometric height was key entered from printed documents
 TU0795.and not key verified.
 TU0795
 TU0795.The geoid height was determined by GEOID03.
 TU0795
 TU0795;                    North         East    Units  Estimated Accuracy
 TU0795;SPC HI 4     -    32,460.      482,950.      MT  (+/- 180 meters Scaled)
 TU0795
 TU0795                          SUPERSEDED SURVEY CONTROL
 TU0795
 TU0795.No superseded survey control is available for this station.
 TU0795
 TU0795_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK313469(NAD 83)
 TU0795_MARKER: DR = REFERENCE MARK DISK
 TU0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0795_SP_SET: FOUNDATION
 TU0795_STAMPING: KOKEE NO 1 1961
 TU0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0795
 TU0795  HISTORY     - Date     Condition        Report By
 TU0795  HISTORY     - 1961     MONUMENTED       CGS
 TU0795  HISTORY     - 1964     GOOD             NGS
 TU0795
 TU0795                          STATION DESCRIPTION
 TU0795
 TU0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0795'1.0 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0795'1.0 MILE SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE RIGHT FOR 0.35
 TU0795'MILE, THENCE RIGHT FOR 0.3 MILE TO THE PACIFIC MISSILE RANGE, KOKEE
 TU0795'TRAILER COMPOUND.  IT IS LOCATED ABOUT IN THE CENTER OF THE COMPOUND
 TU0795'IN THE SOUTHEAST CORNER OF A 3 BY 3-FOOT CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0792 ***********************************************************************
 TU0792  DESIGNATION -  KOKEE RM 2
 TU0792  PID         -  TU0792
 TU0792  STATE/COUNTY-  HI/KAUAI
 TU0792  USGS QUAD   -  MAKAHA POINT (1983)
 TU0792
 TU0792                         *CURRENT SURVEY CONTROL
 TU0792  ___________________________________________________________________
 TU0792* NAD 83(1986)-  22 07 35.     (N)    159 39 55.     (W)     SCALED    
 TU0792* LOCAL TIDAL -      1144.000  (meters)    3753.27   (feet)  ADJ UNCH  
 TU0792  ___________________________________________________________________
 TU0792  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU0792
 TU0792  VERT ORDER  -  SECOND    CLASS 0
 TU0792
 TU0792.The horizontal coordinates were scaled from a topographic map and have
 TU0792.an estimated accuracy of +/- 6 seconds.
 TU0792
 TU0792.The orthometric height was key entered from printed documents
 TU0792.and not key verified.
 TU0792
 TU0792.The geoid height was determined by GEOID03.
 TU0792
 TU0792;                    North         East    Units  Estimated Accuracy
 TU0792;SPC HI 4     -    32,460.      482,950.      MT  (+/- 180 meters Scaled)
 TU0792
 TU0792                          SUPERSEDED SURVEY CONTROL
 TU0792
 TU0792.No superseded survey control is available for this station.
 TU0792
 TU0792_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK313469(NAD 83)
 TU0792_MARKER: DR = REFERENCE MARK DISK
 TU0792_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0792_SP_SET: BASE
 TU0792_STAMPING: KOKEE NO 2 1961
 TU0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0792
 TU0792  HISTORY     - Date     Condition        Report By
 TU0792  HISTORY     - 1961     MONUMENTED       CGS
 TU0792  HISTORY     - 1964     GOOD             NGS
 TU0792
 TU0792                          STATION DESCRIPTION
 TU0792
 TU0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0792'1.0 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0792'1.0 MILE SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE RIGHT FOR 0.35
 TU0792'MILE, THENCE RIGHT FOR 0.3 MILE TO THE PACIFIC MISSILE RANGE, KOKEE
 TU0792'TRAILER COMPOUND.  IT IS LOCATED ON THE NORTHWEST SIDE OF THE COMPOUND
 TU0792'IN THE BASE FOR A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1828 ***********************************************************************
 TU1828  DESIGNATION -  KOKI
 TU1828  PID         -  TU1828
 TU1828  STATE/COUNTY-  HI/KAUAI
 TU1828  USGS QUAD   -  HANAPEPE (1996)
 TU1828
 TU1828                         *CURRENT SURVEY CONTROL
 TU1828  ___________________________________________________________________
 TU1828* NAD 83(1993)-  21 55 07.70808(N)    159 38 15.41068(W)     ADJUSTED  
 TU1828* LOCAL TIDAL -                                                        
 TU1828  ___________________________________________________________________
 TU1828  EPOCH DATE  -        1993.62
 TU1828  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 TU1828  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1828
 TU1828  HORZ ORDER  -  THIRD
 TU1828
 TU1828.The horizontal coordinates were established by classical geodetic methods
 TU1828.and adjusted by the National Geodetic Survey in December 1998..
 TU1828.The horizontal coordinates are valid at the epoch date displayed above.
 TU1828.The epoch date for horizontal control is a decimal equivalence
 TU1828.of Year/Month/Day.
 TU1828
 TU1828
 TU1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1828
 TU1828.The geoid height was determined by GEOID03.
 TU1828
 TU1828;                    North         East     Units Scale Factor Converg.
 TU1828;SPC HI 4     -     9,470.748   485,781.732   MT  0.99999250   -0 03 04.9
 TU1828;UTM  04      - 2,423,976.951   434,146.551   MT  0.99965358   -0 14 16.9
 TU1828
 TU1828                          SUPERSEDED SURVEY CONTROL
 TU1828
 TU1828  NAD 83(1986)-  21 55 07.67599(N)    159 38 15.42922(W) AD(       ) 4
 TU1828  OLD HI      -  21 55 18.95000(N)    159 38 25.48000(W) AD(       ) 3
 TU1828
 TU1828.Superseded values are not recommended for survey control.
 TU1828.NGS no longer adjusts projects to the OLD HI datum.
 TU1828.See file dsdata.txt to determine how the superseded data were derived.
 TU1828
 TU1828_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3414723977(NAD 83)
 TU1828
 TU1828  HISTORY     - Date     Condition        Report By
 TU1828  HISTORY     - 1910     MONUMENTED       CGS
 TU1828  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1828  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1828
 TU1828                          STATION DESCRIPTION
 TU1828
 TU1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1828'ON SOUTH COAST OF KAUAI, ON OPEN GRASSY POINT ABOUT 1 MILE WEST OF
 TU1828'MAKAWELI MILL, AND NEAR HIGH-WATER MARK.  MARKED BY STAKE.
 TU1828
 TU1828                          STATION RECOVERY (1965)
 TU1828
 TU1828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1828'STATION IS GONE.
 TU1828
 TU1828                          STATION RECOVERY (2005)
 TU1828
 TU1828'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1017 ***********************************************************************
 TU1017  DESIGNATION -  KOKO CRATER
 TU1017  PID         -  TU1017
 TU1017  STATE/COUNTY-  HI/HONOLULU
 TU1017  USGS QUAD   -  KOKO HEAD (1983)
 TU1017
 TU1017                         *CURRENT SURVEY CONTROL
 TU1017  ___________________________________________________________________
 TU1017* NAD 83(1993)-  21 17 06.27211(N)    157 41 10.62162(W)     ADJUSTED  
 TU1017* LOCAL TIDAL -                                                        
 TU1017  ___________________________________________________________________
 TU1017  EPOCH DATE  -        1993.62
 TU1017  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 TU1017  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1017
 TU1017  HORZ ORDER  -  THIRD
 TU1017
 TU1017.The horizontal coordinates were established by classical geodetic methods
 TU1017.and adjusted by the National Geodetic Survey in December 1998..
 TU1017.The horizontal coordinates are valid at the epoch date displayed above.
 TU1017.The epoch date for horizontal control is a decimal equivalence
 TU1017.of Year/Month/Day.
 TU1017
 TU1017
 TU1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1017
 TU1017.The geoid height was determined by GEOID03.
 TU1017
 TU1017;                    North         East     Units Scale Factor Converg.
 TU1017;SPC HI 3     -    13,142.455   532,554.661   MT  1.00000309   +0 06 50.0
 TU1017;UTM  04      - 2,354,265.487   636,280.894   MT  0.99982951   +0 28 37.1
 TU1017
 TU1017                          SUPERSEDED SURVEY CONTROL
 TU1017
 TU1017  NAD 83(1986)-  21 17 06.22174(N)    157 41 10.62957(W) AD(       ) 4
 TU1017  OLD HI      -  21 17 17.63100(N)    157 41 20.51200(W) AD(       ) 3
 TU1017
 TU1017.Superseded values are not recommended for survey control.
 TU1017.NGS no longer adjusts projects to the OLD HI datum.
 TU1017.See file dsdata.txt to determine how the superseded data were derived.
 TU1017
 TU1017_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3628154265(NAD 83)
 TU1017
 TU1017  HISTORY     - Date     Condition        Report By
 TU1017  HISTORY     - 1927     MONUMENTED       CGS
 TU1017  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1017  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1017  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1017
 TU1017                          STATION DESCRIPTION
 TU1017
 TU1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1017'IN THE EXTREME SOUTHEASTERN PART OF OAHU, BETWEEN KOKO HEAD
 TU1017'AND MAKAPUU POINT.  RE-MARKED ACCORDING TO NOTE 14E IN 1929.
 TU1017
 TU1017                          STATION RECOVERY (1931)
 TU1017
 TU1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1017'RECOVERED IN GOOD CONDITION.  MARKED BY A 4- BY 4-INCH BY
 TU1017'12-FOOT POST SET IN A CONCRETE BLOCK 12 INCHES SQUARE, GUYED
 TU1017'WITH FOUR WIRES FITTED WITH TURN BUCKLES.  POLE IS PAINTED
 TU1017'RED AND YELLOW.  ONE OF THE FOUR BASES OF RADIO TOWER LEGS IS
 TU1017'21.6 METERS S OF STATION.
 TU1017
 TU1017                          STATION RECOVERY (1931)
 TU1017
 TU1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU1017'STATION WAS NOT VISITED, BUT HIGHEST POINT OF KOKO CRATER WAS
 TU1017'USED FOR HYDROGRAPHY.  NO SIGNAL WAS VISIBLE.
 TU1017
 TU1017                          STATION RECOVERY (1965)
 TU1017
 TU1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1017'STATION WAS DESTROYED DURING WW-2.  THERE IS NOW A RADAR
 TU1017'INSTALLATION ON THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1023 ***********************************************************************
 TU1023  DESIGNATION -  KOKO HEAD 1872
 TU1023  PID         -  TU1023
 TU1023  STATE/COUNTY-  HI/HONOLULU
 TU1023  USGS QUAD   -  KOKO HEAD (1983)
 TU1023
 TU1023                         *CURRENT SURVEY CONTROL
 TU1023  ___________________________________________________________________
 TU1023* NAD 83(1993)-  21 15 50.84103(N)    157 42 13.29280(W)     ADJUSTED  
 TU1023* LOCAL TIDAL -       198.     (meters)     650.     (feet)  SCALED    
 TU1023  ___________________________________________________________________
 TU1023  EPOCH DATE  -        1993.62
 TU1023  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 TU1023  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU1023
 TU1023  HORZ ORDER  -  SECOND
 TU1023
 TU1023.The horizontal coordinates were established by classical geodetic methods
 TU1023.and adjusted by the National Geodetic Survey in December 1998..
 TU1023.The horizontal coordinates are valid at the epoch date displayed above.
 TU1023.The epoch date for horizontal control is a decimal equivalence
 TU1023.of Year/Month/Day.
 TU1023
 TU1023.The orthometric height was scaled from a topographic map.
 TU1023
 TU1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1023
 TU1023.The geoid height was determined by GEOID03.
 TU1023
 TU1023;                    North         East     Units Scale Factor Converg.
 TU1023;SPC HI 3     -    10,819.026   530,752.487   MT  1.00000168   +0 06 26.9
 TU1023;UTM  04      - 2,351,931.101   634,493.787   MT  0.99982353   +0 28 12.7
 TU1023
 TU1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1023!SPC HI 3     -   0.99996648  x   1.00000168  =   0.99996816
 TU1023!UTM  04      -   0.99996648  x   0.99982353  =   0.99979001
 TU1023
 TU1023|---------------------------------------------------------------------|
 TU1023| PID    Reference Object                     Distance      Geod. Az  |
 TU1023|                                                           dddmmss.s |
 TU1023| TU1022 KOKO HEAD 2 1925                    183.809 METERS 02611     |
 TU1023| TU1018 RADIO TOWER                         APPROX. 2.9 KM 0381211.5 |
 TU1023| TU1187 CARTER FLAGSTAFF                    APPROX. 9.3 KM 2641207.8 |
 TU1023| TU1336 DIAMOND HEAD                        APPROX.11.2 KM 2673154.0 |
 TU1023| TU1183 BLACK POINT DATUM POINT             APPROX. 8.0 KM 2683138.1 |
 TU1023| TU1191 KAIMUKI FIRE STATION                APPROX.10.1 KM 2790446.5 |
 TU1023| TU1333 ULT                                 APPROX. 5.8 KM 2804435.7 |
 TU1023| TU1172 WAILUPE CUPOLA                      APPROX. 6.0 KM 2823004.7 |
 TU1023| TU1173 NORTHMOST HIGH MAST                 APPROX. 6.0 KM 2825007.5 |
 TU1023| TU1174 WAILUPE FLAGSTAFF                   APPROX. 6.0 KM 2830802.3 |
 TU1023| TU1029 MAST MOST WESTERLY RADIO MAST       APPROX. 1.5 KM 3454919.5 |
 TU1023|---------------------------------------------------------------------|
 TU1023
 TU1023                          SUPERSEDED SURVEY CONTROL
 TU1023
 TU1023  NAD 83(1986)-  21 15 50.79077(N)    157 42 13.30129(W) AD(       ) 2
 TU1023  OLD HI      -  21 16 02.20000(N)    157 42 23.17600(W) AD(       ) 2
 TU1023
 TU1023.Superseded values are not recommended for survey control.
 TU1023.NGS no longer adjusts projects to the OLD HI datum.
 TU1023.See file dsdata.txt to determine how the superseded data were derived.
 TU1023
 TU1023_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3449451931(NAD 83)
 TU1023
 TU1023  HISTORY     - Date     Condition        Report By
 TU1023  HISTORY     - 1872     MONUMENTED       COASUR
 TU1023  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1023  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1023  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1023  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1023
 TU1023                          STATION DESCRIPTION
 TU1023
 TU1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1023'ON SOUTHEAST COAST OF OAHU, ON THE HIGHEST POINT OF THE LOWER
 TU1023'HILL OF KOKO HEAD PROPER, ALSO CALLED KUAMOOKANE, WEST OF THE
 TU1023'CRATER.  MARKED ORIGINALLY BY AN IRON STAKE AND A CAIRN OF
 TU1023'STONES.  NOW MARKED BY A 6-INCH IRON PIPE SET IN THE GROUND,
 TU1023'AND FILLED WITH CONCRETE IN WHICH IS IMBEDDED A 2 BY 3 INCH
 TU1023'BRASS PLATE MARKED U.S. ENGRS.
 TU1023
 TU1023                          STATION RECOVERY (1931)
 TU1023
 TU1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1023'RECOVERED AS DESCRIBED.  STATION IS 5 METERS W OF A TRAIL THAT
 TU1023'LEADS UP FROM THE HEAD OF HANAUMA BAY.
 TU1023
 TU1023                          STATION RECOVERY (1931)
 TU1023
 TU1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU1023'STATION NOT VISITED.  HIGHEST PART OF HILL USED AS HYDROGRAPHIC
 TU1023'SIGNAL.
 TU1023
 TU1023                          STATION RECOVERY (1965)
 TU1023
 TU1023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1023'STATION IS GONE.  THERE IS NOW A VOR INSTALLATION ON KOKO
 TU1023'HEAD AND THE HILL WAS LEVELED OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1022 ***********************************************************************
 TU1022  DESIGNATION -  KOKO HEAD 2 1925
 TU1022  PID         -  TU1022
 TU1022  STATE/COUNTY-  HI/HONOLULU
 TU1022  USGS QUAD   -  KOKO HEAD (1983)
 TU1022
 TU1022                         *CURRENT SURVEY CONTROL
 TU1022  ___________________________________________________________________
 TU1022* NAD 83(1993)-  21 15 56.20444(N)    157 42 10.48004(W)     ADJUSTED  
 TU1022* LOCAL TIDAL -       197.     (meters)     646.     (feet)  SCALED    
 TU1022  ___________________________________________________________________
 TU1022  EPOCH DATE  -        1993.62
 TU1022  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 TU1022  GEOID HEIGHT-          15.30  (meters)                     GEOID03
 TU1022
 TU1022  HORZ ORDER  -  THIRD
 TU1022
 TU1022.The horizontal coordinates were established by classical geodetic methods
 TU1022.and adjusted by the National Geodetic Survey in December 1998..
 TU1022.The horizontal coordinates are valid at the epoch date displayed above.
 TU1022.The epoch date for horizontal control is a decimal equivalence
 TU1022.of Year/Month/Day.
 TU1022
 TU1022.The orthometric height was scaled from a topographic map.
 TU1022
 TU1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1022
 TU1022.The geoid height was determined by GEOID03.
 TU1022
 TU1022;                    North         East     Units Scale Factor Converg.
 TU1022;SPC HI 3     -    10,984.134   530,833.268   MT  1.00000174   +0 06 27.9
 TU1022;UTM  04      - 2,352,096.687   634,573.506   MT  0.99982379   +0 28 13.9
 TU1022
 TU1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1022!SPC HI 3     -   0.99996663  x   1.00000174  =   0.99996837
 TU1022!UTM  04      -   0.99996663  x   0.99982379  =   0.99979043
 TU1022
 TU1022:                Primary Azimuth Mark                     Grid Az
 TU1022:SPC HI 3     -  LUNALILO HOME WATER TANK                 018 28 23.0
 TU1022:UTM  04      -  LUNALILO HOME WATER TANK                 018 06 37.0
 TU1022
 TU1022|---------------------------------------------------------------------|
 TU1022| PID    Reference Object                     Distance      Geod. Az  |
 TU1022|                                                           dddmmss.s |
 TU1022| TU1020 LUNALILO HOME WATER TANK            APPROX. 1.9 KM 0183450.9 |
 TU1022| TU1023 KOKO HEAD 1872                      183.809 METERS 20611     |
 TU1022| TU1200 DIAMOND HEAD LIGHTHOUSE             APPROX.11.1 KM 2642232.1 |
 TU1022| TU1336 DIAMOND HEAD                        APPROX.11.3 KM 2664254.4 |
 TU1022| TU1176 BARN                                APPROX. 6.8 KM 2885816.4 |
 TU1022| TU1178 GABLE                               APPROX. 6.8 KM 2890909.8 |
 TU1022|---------------------------------------------------------------------|
 TU1022
 TU1022                          SUPERSEDED SURVEY CONTROL
 TU1022
 TU1022  NAD 83(1986)-  21 15 56.15420(N)    157 42 10.48851(W) AD(       ) 3
 TU1022  OLD HI      -  21 16 07.53400(N)    157 42 20.38100(W) AD(       ) 3
 TU1022
 TU1022.Superseded values are not recommended for survey control.
 TU1022.NGS no longer adjusts projects to the OLD HI datum.
 TU1022.See file dsdata.txt to determine how the superseded data were derived.
 TU1022
 TU1022_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3457452097(NAD 83)
 TU1022
 TU1022  HISTORY     - Date     Condition        Report By
 TU1022  HISTORY     - 1925     MONUMENTED       CGS
 TU1022  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1022  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1022
 TU1022                          STATION DESCRIPTION
 TU1022
 TU1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1022'FOUND IRON BOLT SET IN CONCRETE AND SURROUNDED BY SMALL PILE OF
 TU1022'ROCKS.  POSITION CHECKED BY TOPOGRAPHY WITHIN 4 METERS.  STATION
 TU1022'IS ABOUT 4 METERS W OF A RUDE TRAIL LEADING UP THE RIDGE.
 TU1022
 TU1022                          STATION RECOVERY (1965)
 TU1022
 TU1022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1022'STATION WAS SEARCHED FOR BY DISTANCE AND ANGLE FROM KOKO
 TU1022'HEAD 3 BUT COULD NOT BE FOUND.  THE HILL WAS FLATTENED WHEN A
 TU1022'VOR INSTALLATION WAS BUILT ON IT AND THE STATION WAS PROBABLY
 TU1022'DESTROYED AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1024 ***********************************************************************
 TU1024  DESIGNATION -  KOKO HEAD 3
 TU1024  PID         -  TU1024
 TU1024  STATE/COUNTY-  HI/HONOLULU
 TU1024  USGS QUAD   -  KOKO HEAD (1983)
 TU1024
 TU1024                         *CURRENT SURVEY CONTROL
 TU1024  ___________________________________________________________________
 TU1024* NAD 83(1993)-  21 15 46.83882(N)    157 42 14.58077(W)     ADJUSTED  
 TU1024* LOCAL TIDAL -       195.2    (meters)     640.     (feet)  VERT ANG  
 TU1024  ___________________________________________________________________
 TU1024  EPOCH DATE  -        1993.62
 TU1024  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 TU1024  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU1024
 TU1024  HORZ ORDER  -  FIRST
 TU1024
 TU1024.The horizontal coordinates were established by classical geodetic methods
 TU1024.and adjusted by the National Geodetic Survey in December 1998..
 TU1024.The horizontal coordinates are valid at the epoch date displayed above.
 TU1024.The epoch date for horizontal control is a decimal equivalence
 TU1024.of Year/Month/Day.
 TU1024
 TU1024.The orthometric height was determined by vertical angle observations.
 TU1024
 TU1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1024
 TU1024.The geoid height was determined by GEOID03.
 TU1024
 TU1024;                    North         East     Units Scale Factor Converg.
 TU1024;SPC HI 3     -    10,695.866   530,715.586   MT  1.00000165   +0 06 26.4
 TU1024;UTM  04      - 2,351,807.731   634,457.673   MT  0.99982341   +0 28 12.2
 TU1024
 TU1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1024!SPC HI 3     -   0.99996692  x   1.00000165  =   0.99996857
 TU1024!UTM  04      -   0.99996692  x   0.99982341  =   0.99979033
 TU1024
 TU1024|---------------------------------------------------------------------|
 TU1024| PID    Reference Object                     Distance      Geod. Az  |
 TU1024|                                                           dddmmss.s |
 TU1024| TU1023 KOKO HEAD 1872                      128.569 METERS 01647     |
 TU1024| TU1015 KOOLAU RNG NIKE SITE RADAR ANT      APPROX. 6.8 KM 0203700.2 |
 TU1024| TU1017 KOKO CRATER                         APPROX. 3.1 KM 0370221.0 |
 TU1024| TU1009 MAKAPUU PT CG RADIO MAST            APPROX. 7.5 KM 0470847.8 |
 TU1024| CJ8739 KOKO HEAD 3 RM 2                      7.562 METERS 15000     |
 TU1024| CJ8740 KOKO HEAD 3 RM 3                      6.601 METERS 19122     |
 TU1024| TU1337 DIAMOND HEAD 2                      APPROX.11.2 KM 2680912.7 |
 TU1024| CJ8738 KOKO HEAD 3 RM 1                     21.135 METERS 32423     |
 TU1024|---------------------------------------------------------------------|
 TU1024
 TU1024                          SUPERSEDED SURVEY CONTROL
 TU1024
 TU1024  NAD 83(1986)-  21 15 46.78858(N)    157 42 14.58925(W) AD(       ) 1
 TU1024  OLD HI      -  21 15 58.18466(N)    157 42 24.45648(W) AD(       ) 1
 TU1024
 TU1024.Superseded values are not recommended for survey control.
 TU1024.NGS no longer adjusts projects to the OLD HI datum.
 TU1024.See file dsdata.txt to determine how the superseded data were derived.
 TU1024
 TU1024_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3445851808(NAD 83)
 TU1024_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1024_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1024_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1024
 TU1024  HISTORY     - Date     Condition        Report By
 TU1024  HISTORY     - 1927     MONUMENTED       CGS
 TU1024  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1024  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1024  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1024  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1024  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1024  HISTORY     - 20040922 POOR             HI
 TU1024
 TU1024                          STATION DESCRIPTION
 TU1024
 TU1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1024'IN SOUTHEASTERN OAHU, ABOUT 140 YARDS SOUTH ALONG THE RIDGE FROM
 TU1024'OLD KOKO HEAD STATION WHICH IN ON THE HIGHEST POINT IN THE
 TU1024'RIDGE OF KOKO HEAD PROPER.  (SEE DESCRIPTION THEREOF.) STATION
 TU1024'IS APPROACHED FROM THE NORTH END OF RIDGE.  STATION MARKED
 TU1024'ACCORDING TO NOTE 6A, STANDARD DISK STATION MARK SET IN CONCRETE
 TU1024'IN TILE.  THE OLD KOKO HEAD STATION (1872), MARKED BY A 2 BY 3
 TU1024'INCH BRASS PLATE MARKED U. S. ENGRS. SET IN CONCRETE IN A
 TU1024'6-INCH IRON PIPE, IS 128.57 METERS (421,82 FEET) FROM STATION
 TU1024'IN AZIMUTH 196 DEG 47 MIN.  REFERENCE MARK, NOTE 13A, A
 TU1024'STANDARD REFERENCE DISK IN CONCRETE IN TILE, IS 21.135 METERS
 TU1024'(69.34 FEET) FROM STATION IN AZIMUTH 144 DEG 23 MIN.
 TU1024'RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1024
 TU1024                          STATION RECOVERY (1928)
 TU1024
 TU1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1024'RECOVERED OLD MARK CONSISTING OF A STANDARD BRONZE DISK SET IN
 TU1024'CONCRETE IN A 5-INCH CAST-IRON PIPE NEAR THE S END OF THE KOKO
 TU1024'HEAD RIDGE.
 TU1024
 TU1024                          STATION RECOVERY (1931)
 TU1024
 TU1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1024'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE SW CORNER OF
 TU1024'AN ARMY OBSERVATION POST IS 63.4 METERS N. 2 DEG W. (MAG.).
 TU1024'
 TU1024'REFERENCE MARK RECOVERED IN GOOD CONDITION.
 TU1024
 TU1024                          STATION RECOVERY (1963)
 TU1024
 TU1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1024'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 TU1024'NUMBER ONE HAS BEEN DESTROYED.  THE CONCRETE-FILLED SOIL PIPE
 TU1024'WAS FOUND, BUT THE TOP HAS BEEN BROKEN OFF AND THE DISK IS
 TU1024'GONE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1024'
 TU1024'STATION IS LOCATED AT THE SOUTHEAST END OF OAHU, ON THE
 TU1024'SOUTHWEST END OF KOKO HEAD, AT END OF ASPHALT ROAD AND AT ABOUT
 TU1024'642 FEET ELEVATION.
 TU1024'
 TU1024'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TU1024'WEST HIND DRIVE AND KALANIANAOLE HIGHWAY IN AINA HAINA, GO EAST
 TU1024'ON KALANIANAOLE HIGHWAY FOR 3.7 MILES TO JUNCTION WITH LUNALILO
 TU1024'HOME RD. ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.75
 TU1024'MILE TO TOP OF GRADE AND SIDE ROAD RIGHT.  TURN RIGHT, TAKE THE
 TU1024'RIGHT ONE OF TWO ASPHALT ROADS, (LEFT ONE GOES DOWN TO HANAUMA
 TU1024'BAY) AND GO UPGRADE FOR 0.3 MILE TO LOCKED GATE (KEY MAY BE
 TU1024'OBTAINED FROM F.A.A. OFFICE AT INTERNATIONAL AIRPORT).  PASS
 TU1024'THROUGH GATE AND CONTINUE UPGRADE AND ALONG TOP OF HILL FOR
 TU1024'1.0 MILE TO END OF ASPHALT ROAD AND STATION ON RIGHT.
 TU1024'
 TU1024'STATION MARK IS A STANDARD DISK STAMPED KOKO HEAD 3 1927, SET
 TU1024'IN THE TOP OF A 5-INCH, CAST-IRON PIPE FILLED WITH CONCRETE
 TU1024'AND PROJECTING 8 INCHES ABOVE GROUND.  IT IS 21 FEET NORTH OF OLD
 TU1024'CONCRETE PILLBOX, 68 FEET NORTH OF A WOODEN ANTENNA POLE, AND
 TU1024'ABOUT 600 FEET SOUTHWEST OF THE F.A.A. VOR
 TU1024'INSTALLATION.  A TYPE A, HAWAIIAN TERRITORIAL SURVEY SIGNAL IS
 TU1024'CENTERED OVER THE MARK, WITH THE CONCRETE FLOOR 4 FEET ABOVE
 TU1024'GROUND.
 TU1024'
 TU1024'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KOKO HEAD
 TU1024'3 NO 2 1927 1963, CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 TU1024'CORNER OF THE CONCRETE ROOF OF THE OLD PILLBOX.  IT IS AT SAME
 TU1024'ELEVATION AS STATION.
 TU1024'
 TU1024'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 TU1024'KOKO HEAD 3 NO 3 1927 1963, CEMENTED IN A DRILL HOLE IN THE
 TU1024'CONCRETE RIM OF THE ROOF ENTRACE TO THE PILLBOX.  IT IS 1 FOOT
 TU1024'HIGHER THAN STATION MARK.
 TU1024
 TU1024                          STATION RECOVERY (1969)
 TU1024
 TU1024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1024'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 TU1024'GOOD CONDITION.  THE RECOVERY NOTE FOR 1963 WAS CHECKED AND
 TU1024'FOUND TO BE CORRECT.  NO MEASUREMENT BETWEEN REFERENCE MARKS DUE
 TU1024'TO LOCATION.
 TU1024'
 TU1024'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1024'3-1/2 MILES SOUTHEAST OF AINA.
 TU1024
 TU1024                          STATION RECOVERY (1973)
 TU1024
 TU1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1024'THIS STATION WAS RECOVERED AND FOUND TO BE AS DESCRIBED IN
 TU1024'1963.  ALL MARKS REMAIN IN GOOD CONDITION.
 TU1024
 TU1024                          STATION RECOVERY (2004)
 TU1024
 TU1024'RECOVERY NOTE BY STATE OF HAWAII 2004 (CBG)
 TU1024'THE ORIGINAL TABLE IS BROKEN, DISK LOOK IN GOOD SHAPE, THE ORIGINAL
 TU1024'METAL STOP BAR IS STILL IN PLACE ABOVE THE DISK. THE AREA IS WIDE
 TU1024'OPEN, GOOD FOR GPS. A MICROWAVE DISH IS ABOUT 50 METER AWAY POINTING
 TU1024'AT THE STATION. A REFERENCE MARK STILL IN PLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1031 ***********************************************************************
 TU1031  DESIGNATION -  KOKO HEAD DATUM POINT
 TU1031  PID         -  TU1031
 TU1031  STATE/COUNTY-  HI/HONOLULU
 TU1031  USGS QUAD   -  KOKO HEAD (1983)
 TU1031
 TU1031                         *CURRENT SURVEY CONTROL
 TU1031  ___________________________________________________________________
 TU1031* NAD 83(1993)-  21 15 35.73369(N)    157 42 34.77666(W)     ADJUSTED  
 TU1031* LOCAL TIDAL -                                                        
 TU1031  ___________________________________________________________________
 TU1031  EPOCH DATE  -        1993.62
 TU1031  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 TU1031  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU1031
 TU1031  HORZ ORDER  -  THIRD
 TU1031
 TU1031.The horizontal coordinates were established by classical geodetic methods
 TU1031.and adjusted by the National Geodetic Survey in December 1998..
 TU1031.The horizontal coordinates are valid at the epoch date displayed above.
 TU1031.The epoch date for horizontal control is a decimal equivalence
 TU1031.of Year/Month/Day.
 TU1031
 TU1031
 TU1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1031
 TU1031.The geoid height was determined by GEOID03.
 TU1031
 TU1031;                    North         East     Units Scale Factor Converg.
 TU1031;SPC HI 3     -    10,353.240   530,133.971   MT  1.00000122   +0 06 19.0
 TU1031;UTM  04      - 2,351,461.493   633,878.342   MT  0.99982149   +0 28 04.6
 TU1031
 TU1031                          SUPERSEDED SURVEY CONTROL
 TU1031
 TU1031  NAD 83(1986)-  21 15 35.68295(N)    157 42 34.78335(W) AD(       ) 4
 TU1031  OLD HI      -  21 15 47.08000(N)    157 42 44.64000(W) AD(       ) 3
 TU1031
 TU1031.Superseded values are not recommended for survey control.
 TU1031.NGS no longer adjusts projects to the OLD HI datum.
 TU1031.See file dsdata.txt to determine how the superseded data were derived.
 TU1031
 TU1031_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3387851461(NAD 83)
 TU1031
 TU1031  HISTORY     - Date     Condition        Report By
 TU1031  HISTORY     - 1925     MONUMENTED       CGS
 TU1031  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1031  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1031
 TU1031                          STATION DESCRIPTION
 TU1031
 TU1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1031'ON SOUTHEAST COAST OF OAHU, SOUTHWEST OF KOKO HEAD AT THE
 TU1031'SOUTHERNMOST PART OF OAHU, ON A LOW LEDGE, AND FACING WEST, A
 TU1031'SLANTING STRUCTURE LIKE A BILLBOARD PAINTED WITH ONE BLACK AND
 TU1031'TWO WHITE HORIZONTAL STRIPES.
 TU1031
 TU1031                          STATION RECOVERY (1931)
 TU1031
 TU1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1031'THE TARGET HAS BEEN REMOVED.  FOUR WOODEN SILLS WERE FOUND BOLTED
 TU1031'TO LEDGE AT THE SITE OF THE STATION.
 TU1031
 TU1031                          STATION RECOVERY (1964)
 TU1031
 TU1031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FJT)
 TU1031'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB7165 ***********************************************************************
 AB7165  FBN         -  This is a Federal Base Network Control Station.
 AB7165  DESIGNATION -  KOKO USCG A
 AB7165  PID         -  AB7165
 AB7165  STATE/COUNTY-  HI/KAUAI
 AB7165  USGS QUAD   -  KEKAHA (1983)
 AB7165
 AB7165                         *CURRENT SURVEY CONTROL
 AB7165  ___________________________________________________________________
 AB7165* NAD 83(1993)-  21 58 56.84660(N)    159 45 32.78924(W)     ADJUSTED  
 AB7165* LOCAL TIDAL -         3.0    (meters)      10.     (feet)  GPS OBS   
 AB7165  ___________________________________________________________________
 AB7165  EPOCH DATE  -        1993.62
 AB7165  X           -  -5,551,820.470 (meters)                     COMP
 AB7165  Y           -  -2,047,172.092 (meters)                     COMP
 AB7165  Z           -   2,372,619.152 (meters)                     COMP
 AB7165  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 AB7165  ELLIP HEIGHT-          19.82  (meters)          (08/26/96) GPS OBS
 AB7165  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 AB7165
 AB7165  HORZ ORDER  -  A
 AB7165  ELLP ORDER  -  THIRD     CLASS I
 AB7165
 AB7165.The horizontal coordinates were established by GPS observations
 AB7165.and adjusted by the National Geodetic Survey in August 1996..
 AB7165.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AB7165.DATUM ITEM on the data sheet items page.
 AB7165.The horizontal coordinates are valid at the epoch date displayed above.
 AB7165.The epoch date for horizontal control is a decimal equivalence
 AB7165.of Year/Month/Day.
 AB7165
 AB7165.The orthometric height was determined by GPS observations and a
 AB7165.high-resolution geoid model.
 AB7165
 AB7165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7165
 AB7165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7165
 AB7165.The ellipsoidal height was determined by GPS observations
 AB7165.and is referenced to NAD 83.
 AB7165
 AB7165.The geoid height was determined by GEOID03.
 AB7165
 AB7165;                    North         East     Units Scale Factor Converg.
 AB7165;SPC HI 4     -    16,534.846   473,240.850   MT  0.99999884   -0 05 49.2
 AB7165;UTM  04      - 2,431,079.572   421,632.924   MT  0.99967588   -0 17 03.0
 AB7165
 AB7165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7165!SPC HI 4     -   0.99999688  x   0.99999884  =   0.99999572
 AB7165!UTM  04      -   0.99999688  x   0.99967588  =   0.99967277
 AB7165
 AB7165                          SUPERSEDED SURVEY CONTROL
 AB7165
 AB7165.No superseded survey control is available for this station.
 AB7165
 AB7165_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2163331080(NAD 83)
 AB7165_MARKER: I = METAL ROD
 AB7165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB7165_STAMPING: KOKO USCG A
 AB7165_MARK LOGO: NOS   
 AB7165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7165+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7165
 AB7165  HISTORY     - Date     Condition        Report By
 AB7165  HISTORY     - 1995     MONUMENTED       NOS
 AB7165
 AB7165                          STATION DESCRIPTION
 AB7165
 AB7165'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JGF)
 AB7165'THE STATION IS LOCATED ON THE WESTERN SIDE OF KAUAI IN THE PACIFIC
 AB7165'MISSLE RANGE AT BARKING SANDS.  ACCESS IS RESTRICTED AND REQUIRES A
 AB7165'SECURITY CLEARANCE AND A SPONSOR ON BASE. TO REACH THE STATION FROM
 AB7165'THE INTERSECTION OF HIGHWAYS 50 AND 56 IN LIHUE, PROCEED NORTHWEST AND
 AB7165'NORTH OF HIGHWAY 50 FOR 32.8 MILES (52.8 KM) TO THE ENTRANCE TO THE
 AB7165'PACIFIC MISSLE RANGE FACILITY ON THE WEST SIDE OF THE HIGHWAY.
 AB7165'PROCEED WEST AND PASS THRU THE GUARDED GATE TO THE INTERSECTION OF
 AB7165'NOHILL RD SOUTH.  TURN LEFT AND PROCEED SOUTH 4.2 MILES (6.8 KM) TO A
 AB7165'TEE INTERSECTION.  TURN RIGHT AND GO WEST FOR 0.2 MILE (0.3 KM) PAST
 AB7165'THE FENCED COMPOUND AROUND BLDGS 802 AND 803, PAST A FENCED BUNKER ON
 AB7165'THE LEFT, TO THE STATION OF THE RIGHT, JUST BEFORE REACHING THE FENCED
 AB7165'D.O.E. LAUNCH PAD. THE STATION IS LOCATED 8.7 METERS (28.5 FT) NORTH
 AB7165'OF THE NORTH EDGE OF THE ROAD, 20.7 METERS (67.9 FT) NORTHEAST OF THE
 AB7165'NORTHEAST FENCE CORNER OF THE LAUNCH PAD AND 10.5 METERS (34.4 FT)
 AB7165'EAST OF THE CENTER OF A LONE BRUSHY MOUND IN THE MOWED FIELD.  THE
 AB7165'STATION IS ON LINE WITH THE DIAGONAL FENCE THAT IS THE EASTERN
 AB7165'BOUNDARY OF THE LAUNCH PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1867 ***********************************************************************
 TU1867  DESIGNATION -  KOKOLE
 TU1867  PID         -  TU1867
 TU1867  STATE/COUNTY-  HI/KAUAI
 TU1867  USGS QUAD   -  KEKAHA (1983)
 TU1867
 TU1867                         *CURRENT SURVEY CONTROL
 TU1867  ___________________________________________________________________
 TU1867* NAD 83(1993)-  21 58 44.21249(N)    159 45 22.01751(W)     ADJUSTED  
 TU1867* LOCAL TIDAL -        12.02   (meters)      39.4    (feet)  LEVELING  
 TU1867  ___________________________________________________________________
 TU1867  EPOCH DATE  -        1993.62
 TU1867  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 TU1867  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU1867
 TU1867  HORZ ORDER  -  THIRD
 TU1867  VERT ORDER  -  THIRD ?
 TU1867
 TU1867.The horizontal coordinates were established by classical geodetic methods
 TU1867.and adjusted by the National Geodetic Survey in December 1998..
 TU1867.The horizontal coordinates are valid at the epoch date displayed above.
 TU1867.The epoch date for horizontal control is a decimal equivalence
 TU1867.of Year/Month/Day.
 TU1867
 TU1867.The orthometric height was determined by differential leveling.
 TU1867.The vertical network tie was performed by a horz. field party for horz.
 TU1867.obs reductions. Reset procedures were used to establish the elevation.
 TU1867
 TU1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1867
 TU1867.The geoid height was determined by GEOID03.
 TU1867
 TU1867;                    North         East     Units Scale Factor Converg.
 TU1867;SPC HI 4     -    16,145.723   473,549.213   MT  0.99999864   -0 05 45.1
 TU1867;UTM  04      - 2,430,689.570   421,939.914   MT  0.99967529   -0 16 58.8
 TU1867
 TU1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1867!SPC HI 4     -   0.99999558  x   0.99999864  =   0.99999422
 TU1867!UTM  04      -   0.99999558  x   0.99967529  =   0.99967087
 TU1867
 TU1867|---------------------------------------------------------------------|
 TU1867| PID    Reference Object                     Distance      Geod. Az  |
 TU1867|                                                           dddmmss.s |
 TU1867| TU1866 KOKOLE POINT LIGHT                    7.579 METERS 00240     |
 TU1867| CJ8742 KOKOLE RM 1                           6.435 METERS 00359     |
 TU1867| TU1996 OPAE RESET                          APPROX. 8.2 KM 0383653.3 |
 TU1867| CJ8741 KOKOLE RM                            73.610 METERS 09743     |
 TU1867| TU1852 PALM                                APPROX. 3.3 KM 1035743.3 |
 TU1867| TU1851 KEKAHA MILL CHIMNEY                 APPROX. 4.9 KM 1043126.2 |
 TU1867| TU1853 KAU                                 APPROX. 2.1 KM 1063121.1 |
 TU1867| TU1860 BONE                                APPROX. 2.7 KM 1071828.3 |
 TU1867| TU1854 NAK                                 APPROX. 1.1 KM 1090205.7 |
 TU1867| TU1858 POINT 2                             APPROX. 5.7 KM 1105358.2 |
 TU1867| CJ8743 KOKOLE RM 2                           3.661 METERS 29416     |
 TU1867| TU1863 ROPE                                APPROX. 0.7 KM 3095158.7 |
 TU1867| TU1865 KEN                                 APPROX. 1.7 KM 3231221.9 |
 TU1867| TU2040 SOUTH HOUSE SOUTHWEST GABLE         APPROX. 4.5 KM 3235753.6 |
 TU1867| TU2034 WINDMILL                            APPROX. 4.2 KM 3264906.6 |
 TU1867| TU2030 RIC                                 APPROX. 2.7 KM 3284958.4 |
 TU1867| TU2032 AUG                                 APPROX. 3.4 KM 3295013.8 |
 TU1867|---------------------------------------------------------------------|
 TU1867
 TU1867                          SUPERSEDED SURVEY CONTROL
 TU1867
 TU1867  NAD 83(1986)-  21 58 44.17570(N)    159 45 22.04131(W) AD(       ) 3
 TU1867  OLD HI      -  21 58 55.45400(N)    159 45 32.07700(W) AD(       ) 3
 TU1867
 TU1867.Superseded values are not recommended for survey control.
 TU1867.NGS no longer adjusts projects to the OLD HI datum.
 TU1867.See file dsdata.txt to determine how the superseded data were derived.
 TU1867
 TU1867_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2194030690(NAD 83)
 TU1867
 TU1867  HISTORY     - Date     Condition        Report By
 TU1867  HISTORY     - 1910     MONUMENTED       CGS
 TU1867  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1867  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1867  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1867  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU1867  HISTORY     - 19980815 MARK NOT FOUND   USPSQD
 TU1867
 TU1867                          STATION DESCRIPTION
 TU1867
 TU1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1867'ON THE SOUTHWEST COAST OF KAUAI, ON THE SAND BEACH, 67.78
 TU1867'METERS (222.4 FEET) BACK FROM AND 5 FEET ABOVE HIGH-WATER
 TU1867'MARK.  CENTER OF KOKOLE LIGHT IS 7.556 METERS (24.79 FEET) FROM
 TU1867'THE STATION IN AZIMUTH 182 DEG 48 MIN.  STATION IS IDENTICAL WITH
 TU1867'OLD STATION AT THIS POINT, THE ORIGINAL MARK, A 1-INCH GAS PIPE,
 TU1867'BEING REPLACED IN 1910 BY A BRASS BOLT WITH CROSS IN TOP
 TU1867'SET IN A 6-INCH CYLINDER OF CONCRETE.  A BRONZE DISK SET IN
 TU1867'CONCRETE PLATFORM OF LIGHTHOUSE IS 6.439 METERS (21.13 FEET)
 TU1867'FROM STATION IN AZIMUTH 183 DEG 59 MIN.  A 1 1/2-INCH PIPE IN
 TU1867'SAND DUNE IS 14.85 METERS (48.72 FEET) FROM STATION IN
 TU1867'AZIMUTH 277 DEG 43 MIN.  AND ANOTHER SIMILAR MARK IN SAND
 TU1867'DUNE IS DISTANT 73.61 METERS (241.5 FEET) IN AZIMUTH 115
 TU1867'DEG 55 MIN.  REFERENCE MARK NO. 2 OF 1910 WAS
 TU1867'RECOVERED IN 1927.  IT IS A 1-INCH GAS PIPE DRIVEN INTO THE
 TU1867'MIDDLE OF A SAND DUNE WITH 6 INCHES PROJECTING.  ITS
 TU1867'DISTANCE AND AZIMUTH FROM THE STATION ARE AS FOLLOWS--46.22
 TU1867'FEET, 97 DEG 51 MIN.
 TU1867
 TU1867                          STATION RECOVERY (1964)
 TU1867
 TU1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1867'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD
 TU1867'CONDITION.  STATION MARK WAS DESCRIBED AS BEING A BRASS BOLT,
 TU1867'BUT IS UNSTAMPED HAWAII TERRITORIAL SURVEY BRONZE DISK.  A
 TU1867'USGS REPORT STATES THAT THIS MARK WAS SET BY THE HTS IN
 TU1867'1930.  THE TYPE B HAWAII TERRITORIAL SURVEY SIGNAL FOUND AT THE
 TU1867'STATION WAS PROBABLY ALSO BUILT AT THAT TIME.  THIS SIGNAL WAS
 TU1867'FOUND SETTING ABOUT 5 FEET WEST FROM THE STATION MARK, BADLY
 TU1867'CRACKED, BUT FAIRLY LEVEL.  IT WAS LEARNED THAT A TIDAL WAVE
 TU1867'HAD SHIFTED THE SIGNAL.  A WOODEN TARGET WAS FOUND IN THE
 TU1867'SIGNAL, SO TO ELIMINATE FURTHER ERRONEOUS USE OF THE STATION THE
 TU1867'CONCRETE SIGNAL WAS COMPLETELY BROKEN APART.
 TU1867'
 TU1867'THE DISTANCE TO THE REFERENCE MARK CHECKED EXACTLY WITH THE OLD
 TU1867'MEASUREMENT, HOWEVER THE ANGLE COULD NOT BE CHECKED BECAUSE THE
 TU1867'STATION IS COMPLETELY OBSTRUCTED BY HIGH KIAWE TREES.  THE
 TU1867'REFERENCE PIPES IN THE OLD DESCRIPTION WERE NOT FOUND.  A COMPLETE
 TU1867'DESCRIPTION FOLLOWS--
 TU1867'
 TU1867'STATION IS LOCATED ALONG THE WEST COAST OF KAUAI, ABOUT 3 MILES
 TU1867'WEST NORTHWEST OF KEKAHA AND 4 MILES SOUTH-SOUTHEAST OF BONHAM
 TU1867'AIRBASE, ON KOKOLE POINT, BY THE KOKOLE LIGHT.
 TU1867'
 TU1867'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 55
 TU1867'IN KEKAHA, GO NORTHERLY ON STATE HIGHWAY 50 FOR 2.1 MILES TO
 TU1867'SIDE ROAD LEFT AT SIGN OFFICIAL DUMPING GROUND.  TURN LEFT AND
 TU1867'GO 0.75 MILE TO FIRING RANGE TARGET BUILDING.  (SAND BEGINS HERE
 TU1867'AND 4-WHEEL-DRIVE TRUCK IS NEEDED).  GO NORTHWEST ABOUT 250
 TU1867'YARDS ON SAND ROAD TO LIGHT TOWER AND STATION ON SOUTHWEST SIDE
 TU1867'OF HIGH TREES.
 TU1867'
 TU1867'STATION MARK IS A STANDARD HAWAII TERRITORIAL SURVEY BRONZE DISK,
 TU1867'UNSTAMPED, SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 6 INCHES
 TU1867'BELOW SAND LEVEL.  IT IS 24.79 FEET SOUTH FROM CENTER OF THE
 TU1867'LIGHT AND 11.4 FEET NORTHWEST OF A WHITE, FENCE-CORNER POST.
 TU1867'
 TU1867'REFERENCE MARK IS A STANDARD DISK STAMPED KOKOLE 1927, CEMENTED
 TU1867'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE
 TU1867'FOUNDATION OF THE KOKOLE LIGHT.  IT IS ABOUT 1 FOOT HIGHER THAN
 TU1867'THE STATION MARK.
 TU1867
 TU1867                          STATION RECOVERY (1966)
 TU1867
 TU1867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1867'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED
 TU1867'IN GOOD CONDITION.  THE OLD HAWAIIAN TERRITORIAL SURVEY TYPE B
 TU1867'SIGNAL WAS SHIFTED BY A TIDAL WAVE AND WAS LATER DEMOLISHED.  THE
 TU1867'STATION IS COMPLETELY HIDDEN AMONG LARGE KIAWE TREES.
 TU1867'
 TU1867'A NEW REFERENCE MARK, NUMBER TWO, WAS ESTABLISHED.  A COMPLETE
 TU1867'DESCRIPTION FOLLOWS--
 TU1867'
 TU1867'STATION IS LOCATED ALONG THE WEST COAST OF KAUAI, ABOUT 3 MILES
 TU1867'WEST-NORTHWEST OF KEKAHA AND 4 MILES SOUTH-SOUTHEAST OF BONHAM
 TU1867'AIRBASE, ON KOKOLE POINT, BY KOKOLE POINT LIGHT.
 TU1867'
 TU1867'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 55
 TU1867'AT KEKAHA, GO NORTHWEST ON STATE HIGHWAY 50 FOR 2.1 MILES TO
 TU1867'SIDE ROAD LEFT AT SIGN OFFICIAL DUMPING GROUND.  TURN LEFT AND
 TU1867'GO 0.75 MILE TO RIFLE RANGE TARGET BUNKER.  BEAR RIGHT AND FOLLOW
 TU1867'SAND ROAD 0.2 MILE.  GO LEFT ACROSS RISE, THEN RIGHT ALONG EDGE
 TU1867'OF BRUSH FOR 75 YARDS TO STATION.  NOTE--(A 4-WHEEL-DRIVE
 TU1867'VEHICLE IS REQUIRED FROM RIFLE RANGE TO STATION.)
 TU1867'
 TU1867'STATION MARK IS A HAWAIIAN TERRITORIAL SURVEY DISK, STAMPED
 TU1867'KOKOLE 1910, SET IN THE TOP OF A CONCRETE MONUMENT 4 INCHES
 TU1867'BELOW SAND LEVEL.  IT IS ABOUT 125 YARDS NORTHEAST OF SHORELINE
 TU1867'AND 24.854 FEET SOUTH FROM CENTER OF KOKOLE POINT LIGHT.
 TU1867'
 TU1867'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KOKOLE 1
 TU1867'1927 CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 TU1867'CONCRETE FOUNDATION OF THE SMALL BUILDING UNDER THE LIGHT
 TU1867'TOWER AND IS ABOUT 14 INCHES HIGHER THAN STATION MARK.
 TU1867'
 TU1867'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KOKOLE
 TU1867'1910 NO 2 1966, SET IN CONCRETE IN THE TOP OF A 4-INCH-DIAMETER,
 TU1867'CAST-IRON PIPE THAT PROJECTS 5 INCHES ABOVE GROUND.  IT IS ON
 TU1867'THE HIGH PART OF THE SAND RISE SEAWARD FROM THE LIGHT TOWER,
 TU1867'18.7 FEET SOUTHWEST OF SOUTHWEST LEG OF LIGHT TOWER, AND ABOUT
 TU1867'20 INCHES HIGHER THAN STATION MARK.
 TU1867'
 TU1867'KOKOLE POINT LIGHT IS A WHITE, WOODEN, PYRAMIDAL, SKELETON TOWER,
 TU1867'43 FEET HIGH.
 TU1867
 TU1867                          STATION RECOVERY (1971)
 TU1867
 TU1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHF)
 TU1867'THE BRASS BOLT WITH CROSS SET IN 6-INCH CYLINDER WAS REMOVED
 TU1867'BY THE HAWAII TERRITORY SURVEY IN 1930 AND REPLACED WITH A 12 IN X
 TU1867'18 IN CONCRETE MONUMENT WITH UNSTAMPED BRONZE DISK.  A TYPE B-1
 TU1867'STRUCTURE WAS ALSO BUILT OVER THE STATION AT THIS TIME.  IN 1964,
 TU1867'R.F. HANSON RECOVERED THE STATION MARK AND FOUND THE CONCRETE
 TU1867'PLATFORM PUSHED 5-FEET WEST OF STATION MARK AND DESTROYED SAME.
 TU1867'
 TU1867'THE DISK IN CONCRETE BLOCK HAS BEEN RECOVERED AND A NEW TYPE B-1
 TU1867'SUPERSTRUCTURE HAS BEEN BUILT OVER THE STATION.  THE REFERENCE
 TU1867'MARK IN CONCRETE BASE OF LIGHTHOUSE WAS ALSO RECOVERED IN GOOD
 TU1867'CONDITION.  R.F. HANSONS TO REACH DESCRIPTION OF 1964 IS ADEQUATE.
 TU1867
 TU1867                          STATION RECOVERY (1998)
 TU1867
 TU1867'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1867'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF9551 ***********************************************************************
 AF9551  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9551  DESIGNATION -  KOKOLE POINT 1 CORS ARP
 AF9551  CORS_ID     -  KOK1
 AF9551  PID         -  AF9551
 AF9551  STATE/COUNTY-  HI/KAUAI
 AF9551  USGS QUAD   -  KEKAHA (1983)
 AF9551
 AF9551                         *CURRENT SURVEY CONTROL
 AF9551  ___________________________________________________________________
 AF9551* NAD 83(CORS)-  21 59 00.54554(N)    159 45 29.31905(W)     ADJUSTED  
 AF9551* LOCAL TIDAL -                                                        
 AF9551  ___________________________________________________________________
 AF9551  EPOCH DATE  -        2002.00
 AF9551  X           -  -5,551,749.097 (meters)                     COMP
 AF9551  Y           -  -2,047,251.876 (meters)                     COMP
 AF9551  Z           -   2,372,725.956 (meters)                     COMP
 AF9551  ELLIP HEIGHT-          23.30  (meters)          (10/??/02) GPS OBS
 AF9551  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 AF9551
 AF9551  HORZ ORDER  -  SPECIAL (CORS)
 AF9551  ELLP ORDER  -  SPECIAL (CORS)
 AF9551
 AF9551.ITRF positions are available for this station.
 AF9551.The coordinates were established by GPS observations
 AF9551.and adjusted by the National Geodetic Survey in October 2002..
 AF9551.The coordinates are valid at the epoch date displayed above.
 AF9551.The epoch date for horizontal control is a decimal equivalence
 AF9551.of Year/Month/Day.
 AF9551
 AF9551
 AF9551.The PID for the CORS L1 Phase Center is AJ7890.
 AF9551
 AF9551.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9551
 AF9551.The ellipsoidal height was determined by GPS observations
 AF9551.and is referenced to NAD 83.
 AF9551
 AF9551.The geoid height was determined by GEOID03.
 AF9551
 AF9551;                    North         East     Units Scale Factor Converg.
 AF9551;SPC HI 4     -    16,648.451   473,340.593   MT  0.99999878   -0 05 47.9
 AF9551
 AF9551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9551!SPC HI 4     -   0.99999634  x   0.99999878  =   0.99999512
 AF9551
 AF9551                          SUPERSEDED SURVEY CONTROL
 AF9551
 AF9551  NAD 83(CORS)-  21 59 00.54565(N)    159 45 29.31956(W) AD(1993.62) c
 AF9551  ELLIP H (04/??/96)   23.33   (m)                       GP(1993.62) c c
 AF9551
 AF9551.Superseded values are not recommended for survey control.
 AF9551.NGS no longer adjusts projects to the OLD HI datum.
 AF9551.See file dsdata.txt to determine how the superseded data were derived.
 AF9551
 AF9551_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2173331193(NAD 83)
 AF9551_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9551
 AF9551                          STATION DESCRIPTION
 AF9551
 AF9551'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9551'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9551'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9551'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9551'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9551'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ7890 ***********************************************************************
 AJ7890  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7890  DESIGNATION -  KOKOLE POINT 1 CORS L1 PHASE CENTER
 AJ7890  CORS_ID     -  KOK1
 AJ7890  PID         -  AJ7890
 AJ7890  STATE/COUNTY-  HI/KAUAI
 AJ7890  USGS QUAD   -  KEKAHA (1983)
 AJ7890
 AJ7890                         *CURRENT SURVEY CONTROL
 AJ7890  ___________________________________________________________________
 AJ7890* NAD 83(CORS)-  21 59 00.54550(N)    159 45 29.31908(W)     ADJUSTED  
 AJ7890* LOCAL TIDAL -                                                        
 AJ7890  ___________________________________________________________________
 AJ7890  EPOCH DATE  -        2002.00
 AJ7890  X           -  -5,551,749.167 (meters)                     COMP
 AJ7890  Y           -  -2,047,251.901 (meters)                     COMP
 AJ7890  Z           -   2,372,725.985 (meters)                     COMP
 AJ7890  ELLIP HEIGHT-          23.38  (meters)          (10/??/02) GPS OBS
 AJ7890  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 AJ7890
 AJ7890  HORZ ORDER  -  SPECIAL (CORS)
 AJ7890  ELLP ORDER  -  SPECIAL (CORS)
 AJ7890
 AJ7890.ITRF positions are available for this station.
 AJ7890.The coordinates were established by GPS observations
 AJ7890.and adjusted by the National Geodetic Survey in October 2002..
 AJ7890.The coordinates are valid at the epoch date displayed above.
 AJ7890.The epoch date for horizontal control is a decimal equivalence
 AJ7890.of Year/Month/Day.
 AJ7890
 AJ7890
 AJ7890.The PID for the CORS ARP is AF9551.
 AJ7890
 AJ7890.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7890
 AJ7890.The ellipsoidal height was determined by GPS observations
 AJ7890.and is referenced to NAD 83.
 AJ7890
 AJ7890.The geoid height was determined by GEOID03.
 AJ7890
 AJ7890;                    North         East     Units Scale Factor Converg.
 AJ7890;SPC HI 4     -    16,648.450   473,340.592   MT  0.99999878   -0 05 47.9
 AJ7890
 AJ7890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7890!SPC HI 4     -   0.99999633  x   0.99999878  =   0.99999511
 AJ7890
 AJ7890                          SUPERSEDED SURVEY CONTROL
 AJ7890
 AJ7890  NAD 83(CORS)-  21 59 00.54561(N)    159 45 29.31959(W) AD(1993.62) c
 AJ7890  ELLIP H (04/??/96)   23.42   (m)                       GP(1993.62) c c
 AJ7890
 AJ7890.Superseded values are not recommended for survey control.
 AJ7890.NGS no longer adjusts projects to the OLD HI datum.
 AJ7890.See file dsdata.txt to determine how the superseded data were derived.
 AJ7890
 AJ7890_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2173331193(NAD 83)
 AJ7890_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7890
 AJ7890                          STATION DESCRIPTION
 AJ7890
 AJ7890'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7890'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7890'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7890'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7890'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7890'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF9656 ***********************************************************************
 AF9656  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9656  DESIGNATION -  KOKOLE POINT 2 CORS ARP
 AF9656  CORS_ID     -  KOK2
 AF9656  PID         -  AF9656
 AF9656  STATE/COUNTY-  HI/KAUAI
 AF9656  USGS QUAD   -  KEKAHA (1983)
 AF9656
 AF9656                         *CURRENT SURVEY CONTROL
 AF9656  ___________________________________________________________________
 AF9656* NAD 83(CORS)-  21 59 01.54699(N)    159 45 29.63391(W)     ADJUSTED  
 AF9656* LOCAL TIDAL -                                                        
 AF9656  ___________________________________________________________________
 AF9656  EPOCH DATE  -        2002.00
 AF9656  X           -  -5,551,741.394 (meters)                     COMP
 AF9656  Y           -  -2,047,239.409 (meters)                     COMP
 AF9656  Z           -   2,372,754.516 (meters)                     COMP
 AF9656  ELLIP HEIGHT-          23.29  (meters)          (10/??/02) GPS OBS
 AF9656  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 AF9656
 AF9656  HORZ ORDER  -  SPECIAL (CORS)
 AF9656  ELLP ORDER  -  SPECIAL (CORS)
 AF9656
 AF9656.ITRF positions are available for this station.
 AF9656.The coordinates were established by GPS observations
 AF9656.and adjusted by the National Geodetic Survey in October 2002..
 AF9656.The coordinates are valid at the epoch date displayed above.
 AF9656.The epoch date for horizontal control is a decimal equivalence
 AF9656.of Year/Month/Day.
 AF9656
 AF9656
 AF9656.The PID for the CORS L1 Phase Center is AJ8055.
 AF9656
 AF9656.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9656
 AF9656.The ellipsoidal height was determined by GPS observations
 AF9656.and is referenced to NAD 83.
 AF9656
 AF9656.The geoid height was determined by GEOID03.
 AF9656
 AF9656;                    North         East     Units Scale Factor Converg.
 AF9656;SPC HI 4     -    16,679.269   473,331.612   MT  0.99999878   -0 05 48.0
 AF9656
 AF9656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9656!SPC HI 4     -   0.99999634  x   0.99999878  =   0.99999512
 AF9656
 AF9656                          SUPERSEDED SURVEY CONTROL
 AF9656
 AF9656  NAD 83(CORS)-  21 59 01.54675(N)    159 45 29.63477(W) AD(1993.62) c
 AF9656  ELLIP H (11/??/97)   23.32   (m)                       GP(1993.62) c c
 AF9656
 AF9656.Superseded values are not recommended for survey control.
 AF9656.NGS no longer adjusts projects to the OLD HI datum.
 AF9656.See file dsdata.txt to determine how the superseded data were derived.
 AF9656
 AF9656_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2172431224(NAD 83)
 AF9656_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9656
 AF9656                          STATION DESCRIPTION
 AF9656
 AF9656'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9656'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9656'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9656'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9656'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9656'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ8055 ***********************************************************************
 AJ8055  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ8055  DESIGNATION -  KOKOLE POINT 2 CORS L1 PHASE CENTER
 AJ8055  CORS_ID     -  KOK2
 AJ8055  PID         -  AJ8055
 AJ8055  STATE/COUNTY-  HI/KAUAI
 AJ8055  USGS QUAD   -  KEKAHA (1983)
 AJ8055
 AJ8055                         *CURRENT SURVEY CONTROL
 AJ8055  ___________________________________________________________________
 AJ8055* NAD 83(CORS)-  21 59 01.54695(N)    159 45 29.63394(W)     ADJUSTED  
 AJ8055* LOCAL TIDAL -                                                        
 AJ8055  ___________________________________________________________________
 AJ8055  EPOCH DATE  -        2002.00
 AJ8055  X           -  -5,551,741.473 (meters)                     COMP
 AJ8055  Y           -  -2,047,239.437 (meters)                     COMP
 AJ8055  Z           -   2,372,754.549 (meters)                     COMP
 AJ8055  ELLIP HEIGHT-          23.38  (meters)          (10/??/02) GPS OBS
 AJ8055  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 AJ8055
 AJ8055  HORZ ORDER  -  SPECIAL (CORS)
 AJ8055  ELLP ORDER  -  SPECIAL (CORS)
 AJ8055
 AJ8055.ITRF positions are available for this station.
 AJ8055.The coordinates were established by GPS observations
 AJ8055.and adjusted by the National Geodetic Survey in October 2002..
 AJ8055.The coordinates are valid at the epoch date displayed above.
 AJ8055.The epoch date for horizontal control is a decimal equivalence
 AJ8055.of Year/Month/Day.
 AJ8055
 AJ8055
 AJ8055.The PID for the CORS ARP is AF9656.
 AJ8055
 AJ8055.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ8055
 AJ8055.The ellipsoidal height was determined by GPS observations
 AJ8055.and is referenced to NAD 83.
 AJ8055
 AJ8055.The geoid height was determined by GEOID03.
 AJ8055
 AJ8055;                    North         East     Units Scale Factor Converg.
 AJ8055;SPC HI 4     -    16,679.268   473,331.612   MT  0.99999878   -0 05 48.0
 AJ8055
 AJ8055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8055!SPC HI 4     -   0.99999633  x   0.99999878  =   0.99999511
 AJ8055
 AJ8055                          SUPERSEDED SURVEY CONTROL
 AJ8055
 AJ8055  NAD 83(CORS)-  21 59 01.54671(N)    159 45 29.63480(W) AD(1993.62) c
 AJ8055  ELLIP H (11/??/97)   23.41   (m)                       GP(1993.62) c c
 AJ8055
 AJ8055.Superseded values are not recommended for survey control.
 AJ8055.NGS no longer adjusts projects to the OLD HI datum.
 AJ8055.See file dsdata.txt to determine how the superseded data were derived.
 AJ8055
 AJ8055_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2172431224(NAD 83)
 AJ8055_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ8055
 AJ8055                          STATION DESCRIPTION
 AJ8055
 AJ8055'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ8055'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ8055'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ8055'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ8055'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ8055'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1866 ***********************************************************************
 TU1866  DESIGNATION -  KOKOLE POINT LIGHT
 TU1866  PID         -  TU1866
 TU1866  STATE/COUNTY-  HI/KAUAI
 TU1866  USGS QUAD   -  KEKAHA (1983)
 TU1866
 TU1866                         *CURRENT SURVEY CONTROL
 TU1866  ___________________________________________________________________
 TU1866* NAD 83(1993)-  21 58 44.45864(N)    159 45 22.00519(W)     ADJUSTED  
 TU1866* LOCAL TIDAL -                                                        
 TU1866  ___________________________________________________________________
 TU1866  EPOCH DATE  -        1993.62
 TU1866  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 TU1866  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU1866
 TU1866  HORZ ORDER  -  THIRD
 TU1866
 TU1866.The horizontal coordinates were established by classical geodetic methods
 TU1866.and adjusted by the National Geodetic Survey in December 1998..
 TU1866.The horizontal coordinates are valid at the epoch date displayed above.
 TU1866.The epoch date for horizontal control is a decimal equivalence
 TU1866.of Year/Month/Day.
 TU1866
 TU1866
 TU1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1866
 TU1866.The geoid height was determined by GEOID03.
 TU1866
 TU1866;                    North         East     Units Scale Factor Converg.
 TU1866;SPC HI 4     -    16,153.294   473,549.579   MT  0.99999864   -0 05 45.1
 TU1866;UTM  04      - 2,430,697.137   421,940.305   MT  0.99967529   -0 16 58.8
 TU1866
 TU1866                          SUPERSEDED SURVEY CONTROL
 TU1866
 TU1866  NAD 83(1986)-  21 58 44.42183(N)    159 45 22.02778(W) AD(       ) 4
 TU1866  OLD HI      -  21 58 55.69900(N)    159 45 32.06400(W) AD(       ) 3
 TU1866
 TU1866.Superseded values are not recommended for survey control.
 TU1866.NGS no longer adjusts projects to the OLD HI datum.
 TU1866.See file dsdata.txt to determine how the superseded data were derived.
 TU1866
 TU1866_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2194030697(NAD 83)
 TU1866
 TU1866  HISTORY     - Date     Condition        Report By
 TU1866  HISTORY     - 1962     MONUMENTED       USGS
 TU1866  HISTORY     - 19970110 GOOD             USPSQD
 TU1866
 TU1866                          STATION DESCRIPTION
 TU1866
 TU1866'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 TU1866'STATION IS ON THE W COAST OF KAUAI, ABOUT 4 MI. SW OF BONHAM ALF,
 TU1866'ABOUT 3 MI. NW OF KEKAHA AND ABOUT 0.3 MI. S OF THE U.S. ARMY RADIO
 TU1866'STATION TOWERS.
 TU1866'
 TU1866'THE STATION IS THE CENTER OF THE REVOLVING LIGHT ON THE TOP OF A
 TU1866'40 FT. WOODEN TOWER.
 TU1866'
 TU1866'NOTE--STATION IS NOTED IN THE DESCRIPTION FOR KOKOLE 1910 AND
 TU1866'TIED TO THIS STATION BY TRAVERSE.
 TU1866
 TU1866                          STATION RECOVERY (1997)
 TU1866
 TU1866'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0685 ***********************************************************************
 TU0685  DESIGNATION -  KOKOLE=KANALOA HGTS
 TU0685  PID         -  TU0685
 TU0685  STATE/COUNTY-  HI/KAUAI
 TU0685  USGS QUAD   -  KEKAHA (1983)
 TU0685
 TU0685                         *CURRENT SURVEY CONTROL
 TU0685  ___________________________________________________________________
 TU0685* NAD 83(1986)-  21 58 35.     (N)    159 44 03.     (W)     SCALED    
 TU0685* LOCAL TIDAL -        12.018  (meters)      39.43   (feet)  ADJ UNCH  
 TU0685  ___________________________________________________________________
 TU0685  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0685
 TU0685  VERT ORDER  -  SECOND    CLASS 0
 TU0685
 TU0685.The horizontal coordinates were scaled from a topographic map and have
 TU0685.an estimated accuracy of +/- 6 seconds.
 TU0685
 TU0685.The orthometric height was key entered from printed documents
 TU0685.and not key verified.
 TU0685
 TU0685.The geoid height was determined by GEOID03.
 TU0685
 TU0685;                    North         East    Units  Estimated Accuracy
 TU0685;SPC HI 4     -    15,860.      475,820.      MT  (+/- 180 meters Scaled)
 TU0685
 TU0685                          SUPERSEDED SURVEY CONTROL
 TU0685
 TU0685.No superseded survey control is available for this station.
 TU0685
 TU0685_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK242303(NAD 83)
 TU0685_MARKER: DB = BENCH MARK DISK
 TU0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0685_SP_SET: SLAB
 TU0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0685
 TU0685  HISTORY     - Date     Condition        Report By
 TU0685  HISTORY     - UNK      MONUMENTED       CGS
 TU0685  HISTORY     - 1964     GOOD             NGS
 TU0685
 TU0685                          STATION DESCRIPTION
 TU0685
 TU0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0685'1.5 MI NW FROM KEKAHA.
 TU0685'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0685'HIGHWAYS 50 AND 55 IN KEKAHA, THENCE 0.05 MILE NORTH ALONG A DIRT
 TU0685'ROAD, THENCE 0.05 MILE NORTHEAST ALONG A TRACK ROAD, ON A LOW HILL 0.1
 TU0685'MILE NORTHEAST OF STATE HIGHWAY 50 AND 0.05 MILE SOUTHWEST OF A DIRT
 TU0685'ROAD, A 1 1/2-INCH IRON PIPE SET IN THE TOP OF A TRUNCATED CONCRETE
 TU0685'PYRAMID 18 INCHES HIGH AND ON A 5-FOOT SQUARE CONCRETE SLAB THAT
 TU0685'PROJECTS 1 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2001 ***********************************************************************
 TU2001  DESIGNATION -  KOLALAU RESET
 TU2001  PID         -  TU2001
 TU2001  STATE/COUNTY-  HI/KAUAI
 TU2001  USGS QUAD   -  HAENA (1983)
 TU2001
 TU2001                         *CURRENT SURVEY CONTROL
 TU2001  ___________________________________________________________________
 TU2001* NAD 83(1993)-  22 10 28.04961(N)    159 37 34.63384(W)     ADJUSTED  
 TU2001* LOCAL TIDAL -      1181.     (meters)    3875.     (feet)  SCALED    
 TU2001  ___________________________________________________________________
 TU2001  EPOCH DATE  -        1993.62
 TU2001  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 TU2001  GEOID HEIGHT-          16.34  (meters)                     GEOID03
 TU2001
 TU2001  HORZ ORDER  -  THIRD
 TU2001
 TU2001.The horizontal coordinates were established by classical geodetic methods
 TU2001.and adjusted by the National Geodetic Survey in December 1998..
 TU2001.The horizontal coordinates are valid at the epoch date displayed above.
 TU2001.The epoch date for horizontal control is a decimal equivalence
 TU2001.of Year/Month/Day.
 TU2001
 TU2001.The orthometric height was scaled from a topographic map.
 TU2001
 TU2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2001
 TU2001.The geoid height was determined by GEOID03.
 TU2001
 TU2001;                    North         East     Units Scale Factor Converg.
 TU2001;SPC HI 4     -    37,777.911   486,975.448   MT  0.99999210   -0 02 51.6
 TU2001;UTM  04      - 2,452,270.436   435,432.551   MT  0.99965151   -0 14 11.0
 TU2001
 TU2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2001!SPC HI 4     -   0.99981186  x   0.99999210  =   0.99980396
 TU2001!UTM  04      -   0.99981186  x   0.99965151  =   0.99946343
 TU2001
 TU2001|---------------------------------------------------------------------|
 TU2001| PID    Reference Object                     Distance      Geod. Az  |
 TU2001|                                                           dddmmss.s |
 TU2001| CJ8746 KOLALAU RM 3                          5.517 METERS 03656     |
 TU2001| CJ8747 KOLALAU RM 4                          6.187 METERS 05443     |
 TU2001| CJ8744 KOLALAU RM 1                          2.164 METERS 17110     |
 TU2001| CJ8745 KOLALAU RM 2                          2.652 METERS 26239     |
 TU2001|---------------------------------------------------------------------|
 TU2001
 TU2001                          SUPERSEDED SURVEY CONTROL
 TU2001
 TU2001  NAD 83(1986)-  22 10 28.00675(N)    159 37 34.66310(W) AD(       ) 3
 TU2001  OLD HI      -  22 10 39.33300(N)    159 37 44.73900(W) AD(       ) 3
 TU2001
 TU2001.Superseded values are not recommended for survey control.
 TU2001.NGS no longer adjusts projects to the OLD HI datum.
 TU2001.See file dsdata.txt to determine how the superseded data were derived.
 TU2001
 TU2001_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3543352270(NAD 83)
 TU2001
 TU2001  HISTORY     - Date     Condition        Report By
 TU2001  HISTORY     - 1910     MONUMENTED       CGS
 TU2001  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2001
 TU2001                          STATION DESCRIPTION
 TU2001
 TU2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2001'ON NORTHWEST COAST OF KAUAI, ON MOUNT ALEALAU, ON A VERY BOLD
 TU2001'POINT AT THE MAKAI (SEAWARD) END OF THE PALI WHICH RUNS ALONG
 TU2001'THE EAST SIDE OF THE KALALAU CANYON.  APPROACHED BY A TRAIL ALONG
 TU2001'THE PALI FROM PIHEA.  STATION IS ON HIGHEST POINT OF SUMMIT AND
 TU2001'WAS MARKED BY A 3/4 BY 15 INCH IRON ROD DRIVEN INTO THE SOLID
 TU2001'EARTH.  REFERENCE MARKS WERE AS FOLLOWS--NO. 1, A BOTTLE BURIED
 TU2001'WITH 1-1/2 INCHES OF NECK PROJECTING.  IT IS ALONGSIDE LIHUE
 TU2001'STUMP AND IS PROTECTED WITH GUARD STAKES.  IT IS 7.1 FEET FROM
 TU2001'STATION IN AZIMUTH 351 DEG 10 MIN.  NO. 2, A CROSS CUT IN
 TU2001'SOFT ROCK WHICH OUTCROPS ON THE SLOPES, 8.7 FEET, 82 DEG 39
 TU2001'MIN.  NO. 3, CROSS CUT IN SOFT SURFACE ROCK (SIMILAR TO NO. 2),
 TU2001'18.1 FEET, 216 DEG 57 MIN.  AND NO. 4, CROSS CUT IN SOFT
 TU2001'ROCK (SIMILAR TO NO. 2), 20.3 FEET, 234 DEG 44 MIN.
 TU2001
 TU2001                          STATION RECOVERY (1966)
 TU2001
 TU2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2001'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN GOOD
 TU2001'CONDITION.  THE 3 REFERENCE CROSSES WERE NOT RECOVERED.  ALL THE
 TU2001'ROCK IS A COMPRESSED CLAY WHICH ERODES RAPIDLY DUE TO VEGETATION
 TU2001'GROWTH ON IT.  STATION WAS RE-MARKED WITH A STANDARD DISK, THE
 TU2001'BOTTLE WAS USED FOR ONE REFERENCE MARK AND THE OLD IRON PIN
 TU2001'STATION MARK WAS USED FOR ANOTHER REFERENCE MARK.  A COMPLETE
 TU2001'DESCRIPTION FOLLOWS--
 TU2001'
 TU2001'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF KOKEE PARK
 TU2001'HEADQUARTERS, AT ABOUT 3900 FEET ELEVATION, ON THE EXTREME NORTH
 TU2001'TIP OF THE RIDGE BORDERING THE EAST SIDE OF KALALAU VALLEY, IN
 TU2001'A SMALL PATCH THAT IS FREE OF VEGETATION, AT THE POINT WHERE
 TU2001'THE RIDGE LINE RISES UP TO THE TIP.
 TU2001'
 TU2001'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO NORTH
 TU2001'ON MAIN ROAD FOR 2.5 MILES.  TAKE RIGHT FORK AT RADAR STATION AND
 TU2001'GO 0.2 MILE TO DIRT RIGHT FORK AT ENTRANCE TO KALALAU LOOKOUT
 TU2001'PARKING AREA.  TAKE THIS RIGHT FORK AND GO 2.0 MILES TO END
 TU2001'OF ROAD (A 4-WHEEL-DRIVE VEHICLE IS REQUIRED).  FROM HERE PACK
 TU2001'EASTERLY ON TRAIL THROUGH BRUSH FOR ABOUT 1/4 MILE TO TOP OF
 TU2001'FIRST HILL AND STATION PIHEA.  HERE LEAVE TRAIL AND MAKE WAY
 TU2001'NORTHERLY ALONG RIDGE LINE, (ABOUT 1-1/2 MILES AIRLINE) TO END
 TU2001'OF RIDGE AND STATION.
 TU2001'
 TU2001'STATION MARK IS A STANDARD DISK STAMPED KALALAU 1910 1966,
 TU2001'SECURED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET IN CEMENT
 TU2001'AND PROJECTS 4 INCHES.
 TU2001'
 TU2001'REFERENCE MARK NO. 1 IS A BOTTLE, WITH THE NECK PROJECTING
 TU2001'3 INCHES, SET AT THE SOUTH SIDE OF A LEHUA STUMP.
 TU2001'
 TU2001'REFERENCE MARK NUMBER 2 IS A 3/4-INCH DIAMETER IRON PIN DRIVEN
 TU2001'INTO THE GROUND AND PROJECTING 3 INCHES.
 TU2001'
 TU2001'NOTE--A 3-1/2-HOUR PACK AFTER TRAIL IS CLEARED.  ABOUT 2 DAYS
 TU2001'REQUIRED TO CLEAR TRAIL.  HELICOPTER NOT SUITABLE DUE TO TREES
 TU2001'AND BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1642 ***********************************************************************
 TU1642  DESIGNATION -  KOLEKOLE PASS USN TOWER
 TU1642  PID         -  TU1642
 TU1642  STATE/COUNTY-  HI/HONOLULU
 TU1642  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1642
 TU1642                         *CURRENT SURVEY CONTROL
 TU1642  ___________________________________________________________________
 TU1642* NAD 83(1993)-  21 28 26.88743(N)    158 06 46.93415(W)     ADJUSTED  
 TU1642* LOCAL TIDAL -                                                        
 TU1642  ___________________________________________________________________
 TU1642  EPOCH DATE  -        1993.62
 TU1642  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 TU1642  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU1642
 TU1642  HORZ ORDER  -  THIRD
 TU1642
 TU1642.The horizontal coordinates were established by classical geodetic methods
 TU1642.and adjusted by the National Geodetic Survey in December 1998..
 TU1642.The horizontal coordinates are valid at the epoch date displayed above.
 TU1642.The epoch date for horizontal control is a decimal equivalence
 TU1642.of Year/Month/Day.
 TU1642
 TU1642
 TU1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1642
 TU1642.The geoid height was determined by GEOID03.
 TU1642
 TU1642;                    North         East     Units Scale Factor Converg.
 TU1642;SPC HI 3     -    34,047.203   488,285.097   MT  0.99999170   -0 02 29.0
 TU1642;UTM  04      - 2,374,883.358   591,889.438   MT  0.99970434   +0 19 29.0
 TU1642
 TU1642                          SUPERSEDED SURVEY CONTROL
 TU1642
 TU1642  NAD 83(1986)-  21 28 26.83693(N)    158 06 46.94612(W) AD(       ) 4
 TU1642  OLD HI      -  21 28 38.24216(N)    158 06 56.84237(W) AD(       ) 3
 TU1642
 TU1642.Superseded values are not recommended for survey control.
 TU1642.NGS no longer adjusts projects to the OLD HI datum.
 TU1642.See file dsdata.txt to determine how the superseded data were derived.
 TU1642
 TU1642_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9188974883(NAD 83)
 TU1642
 TU1642  HISTORY     - Date     Condition        Report By
 TU1642  HISTORY     - 1969     MONUMENTED       CGS
 TU1642
 TU1642                          STATION DESCRIPTION
 TU1642
 TU1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1642'THE STATION IS THE TOP CENTER OF THE TOWER, WHICH IS LOCATED IN
 TU1642'KOLEKOLE PASS, JUST ABOVE A MILITARY GUARD GATE.  IT IS A
 TU1642'THREE-LEGGED STEEL TOWER PAINTED GRAY, WITH A RADAR DISH ON THE
 TU1642'TOP.  THE TOWER IS 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2862 ***********************************************************************
 TU2862  DESIGNATION -  KOLEKOLE RESET
 TU2862  PID         -  TU2862
 TU2862  STATE/COUNTY-  HI/MAUI
 TU2862  USGS QUAD   -  KILOHANA (1983)
 TU2862
 TU2862                         *CURRENT SURVEY CONTROL
 TU2862  ___________________________________________________________________
 TU2862* NAD 83(1993)-  20 42 26.32619(N)    156 15 22.24533(W)     ADJUSTED  
 TU2862* LOCAL TIDAL -      3052.0    (meters)   10013.     (feet)  GPS OBS   
 TU2862  ___________________________________________________________________
 TU2862  EPOCH DATE  -        1993.62
 TU2862  X           -  -5,466,016.660 (meters)                     COMP
 TU2862  Y           -  -2,404,401.292 (meters)                     COMP
 TU2862  Z           -   2,242,198.473 (meters)                     COMP
 TU2862  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 TU2862  ELLIP HEIGHT-        3070.08  (meters)          (11/30/94) GPS OBS
 TU2862  GEOID HEIGHT-          17.70  (meters)                     GEOID03
 TU2862
 TU2862  HORZ ORDER  -  FIRST
 TU2862  ELLP ORDER  -  THIRD     CLASS II
 TU2862
 TU2862.The horizontal coordinates were established by GPS observations
 TU2862.and adjusted by the National Geodetic Survey in November 1994..
 TU2862.The horizontal coordinates are valid at the epoch date displayed above.
 TU2862.The epoch date for horizontal control is a decimal equivalence
 TU2862.of Year/Month/Day.
 TU2862
 TU2862.The orthometric height was determined by GPS observations and a
 TU2862.high-resolution geoid model.
 TU2862
 TU2862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU2862
 TU2862.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2862
 TU2862.The ellipsoidal height was determined by GPS observations
 TU2862.and is referenced to NAD 83.
 TU2862
 TU2862.The geoid height was determined by GEOID03.
 TU2862
 TU2862;                    North         East     Units Scale Factor Converg.
 TU2862;SPC HI 2     -    41,456.372   542,760.036   MT  0.99998925   +0 08 42.5
 TU2862;UTM  04      - 2,292,176.713   785,796.720   MT  1.00060956   +0 58 15.1
 TU2862
 TU2862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2862!SPC HI 2     -   0.99951767  x   0.99998925  =   0.99950693
 TU2862!UTM  04      -   0.99951767  x   1.00060956  =   1.00012694
 TU2862
 TU2862|---------------------------------------------------------------------|
 TU2862| PID    Reference Object                     Distance      Geod. Az  |
 TU2862|                                                           dddmmss.s |
 TU2862| TU2882 OCC STATION H                         2.760 METERS 00754     |
 TU2862| TU2875 SATELLITE TRIANG STA 011             35.132 METERS 04738     |
 TU2862| CN6152 SATELLITE TRIANG STA 011 AZ MK                     0521455.5 |
 TU2862| CN5481 KOLEKOLE RM 2                        14.247 METERS 05614     |
 TU2862| TU2881 SATELLITE TRIANG STA 011 RM 1        40.298 METERS 06308     |
 TU2862| CN5480 KOLEKOLE RM 1                       107.789 METERS 19720     |
 TU2862| TU2880 TT 2 MAUI SECOR AMS 1966            245.190 METERS 26349     |
 TU2862| TU2879 TT 1 MAUI SECOR AMS 1966            240.646 METERS 30203     |
 TU2862| TU2883 UNIVERSITY OF MICHIGAN DOME         168.482 METERS 31359     |
 TU2862|---------------------------------------------------------------------|
 TU2862
 TU2862                          SUPERSEDED SURVEY CONTROL
 TU2862
 TU2862  NAD 83(1986)-  20 42 26.29141(N)    156 15 22.25080(W) AD(       ) 3
 TU2862  OLD HI      -  20 42 37.79100(N)    156 15 32.36800(W) AD(       ) 3
 TU2862
 TU2862.Superseded values are not recommended for survey control.
 TU2862.NGS no longer adjusts projects to the OLD HI datum.
 TU2862.See file dsdata.txt to determine how the superseded data were derived.
 TU2862
 TU2862_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8579792177(NAD 83)
 TU2862_MARKER: DD = SURVEY DISK
 TU2862_SETTING: 66 = SET IN ROCK OUTCROP
 TU2862_SP_SET: CONCRETE IN ROCK OUTCROP
 TU2862_STAMPING: KOLEKOLE HGS
 TU2862_MARK LOGO: HIGS  
 TU2862_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2862+STABILITY: POSITION/ELEVATION WELL
 TU2862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2862+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU2862
 TU2862  HISTORY     - Date     Condition        Report By
 TU2862  HISTORY     - 1876     MONUMENTED       HIGS
 TU2862  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2862  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2862  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2862  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2862  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2862  HISTORY     - 1986     GOOD
 TU2862  HISTORY     - 19910503 GOOD             NGS
 TU2862  HISTORY     - 19930807 GOOD             NOS
 TU2862
 TU2862                          STATION DESCRIPTION
 TU2862
 TU2862'DESCRIBED BY HAWAII GEODETIC SURVEY 1876
 TU2862'IN CENTRAL PART OF EAST MAUI, IN HONUALA DISTRICT, ON A HIGH
 TU2862'POINT IN THE ROCKY RIDGE SOUTHWEST OF THE HIGHEST POINT OF
 TU2862'HALEAKALA.  MARKED BY AN IRON STAKE LET INTO THE ROCK AND
 TU2862'COVERED WITH A CAIRN OF STONES.
 TU2862
 TU2862                          STATION RECOVERY (1950)
 TU2862
 TU2862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2862'LOCATED IN THE CENTRAL PART OF EAST MAUI, IN HONUALA DISTRICT, ON
 TU2862'A HIGH POINT SOUTHWEST OF THE HIGHEST POINT OF HALEAKALA.  ON
 TU2862'THE HIGH POINT OF A LAVA OUTCROP ABOUT 25 FEET SOUTHEAST OF A
 TU2862'CONCRETE BUILDING USED BY THE TELEPHONE COMPANY.
 TU2862'
 TU2862'THE ORIGINAL STATION WAS ESTABLISHED BY THE HAWAIIAN GOVERNMENT
 TU2862'SURVEY IN 1876, AN IRON PIN LET INTO THE ROCK.  THIS PIN WAS
 TU2862'TIED OFF AND REPLACED WITH A STANDARD DISK SET IN A CONCRETE
 TU2862'POST PROJECTING 3 INCHES ABOVE THE SURFACE, STAMPED KOLEKOLE 1950.
 TU2862'
 TU2862'REFERENCE MARK NO.1 IS SOUTH OF THE STATION, ABOUT 8 FEET IN
 TU2862'FROM THE EDGE OF THE RIM.  A STANDARD DISK SET IN ROCK OUTCROP,
 TU2862'STAMPED KOLEKOLE NO 1 1950.
 TU2862'
 TU2862'REFERENC MARK NO.2 IS EAST NORTHEAST OF THE STATION.  A STANDARD
 TU2862'DISK SET IN A BURIED BOULDER THAT PROJECTS 2-1/2 FEET ABOVE THE
 TU2862'GROUND.  STAMPED KOLEKOLE NO 2 1950.
 TU2862'
 TU2862'TO REACH FROM KAHULUI--GO SOUTHEASTERLY ON PAVED ROAD TO THE
 TU2862'OBSERVATION HOUSE AT HALEAKALA CRATER.  TURN RIGHT AND GO SOUTH
 TU2862'ON PAVED ROAD TO END THEN CONTINUE SOUTH ON BLADED ROAD TO
 TU2862'CONCRETE BUILDING AND STATION.
 TU2862'
 TU2862'REFERENCE MARK NO.3 IS NORTH OF THE STATION.  A STANDARD DISK
 TU2862'SET IN A BURIED BOULDER 2-1/2 FEET IN DIAMETER PROJECTING SIX
 TU2862'INCHES ABOVE THE GROUND.  STAMPED KOLEKOLE NO 1 1950.
 TU2862'
 TU2862'HEIGHT OF LIGHT ABOVE STATION MARK 3.77 METERS.
 TU2862
 TU2862                          STATION RECOVERY (1962)
 TU2862
 TU2862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU2862'THE STATION AND THREE REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2862'CONDITION AND AS DESCRIBED.
 TU2862'
 TU2862'THE DISTANCE AND DIRECTIONS CHECKED THE DATA, ON THE 1950
 TU2862'RECOVERY NOTE, TO REFERENCE MARKS 1 AND 2.  REFERENCE MARK 3 WAS
 TU2862'BEHIND A BUILDING AND WAS NOT TAKEN.  A 15 FOOT STAND IS REQUIRED
 TU2862'TO SEE REFERENCE MARK 3.
 TU2862'
 TU2862'THE TO REACH IS ADEQUATE.
 TU2862
 TU2862                          STATION RECOVERY (1969)
 TU2862
 TU2862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU2862'THE STATION MARK AND THREE REFERENCE MARKS WERE RECOVERED AS
 TU2862'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 TU2862'DIRECTION TO THE REFERENCE MARKS WAS NOT CHECKED AT THIS TIME
 TU2862'BUT A DIFFERENT TO REACH WAS ESTABLISHED.  A NEW DESCRIPTION
 TU2862'FOLLOWS.
 TU2862'
 TU2862'THE STATION IS LOCATED ATOP HALEAKALA CRATER IN AN AREA KNOWN
 TU2862'AS SCIENCE CITY IN THE WEST EDGE OF HALEAKALA NATIONAL PARK.
 TU2862'
 TU2862'TO REACH THE STATION FROM THE PARK HEADQUARTERS, GO SOUTHWEST
 TU2862'UP WINDING ASPHALT ROAD FOR 9.3 MILES TO A SIDE ROAD RIGHT, JUST
 TU2862'BEFORE REACHING AN OBSERVING POINT.  TURN RIGHT ALONG ASPHALT
 TU2862'ROAD FOR 0.45 MILE TO A FORK.  KEEP LEFT FORK FOR 0.2 MILE TO A
 TU2862'FORK.  KEEP RIGHT FORK FOR 0.15 MILE TO A SIDE ROAD
 TU2862'RIGHT.  CONTINUE AHEAD FOR 0.05 MILE TO A FORK.  KEEP RIGHT
 TU2862'FORK FOLLOWING HORSESHOE DRIVE FOR 0.05 MILE TO A WHITE
 TU2862'BUILDING ON THE RIGHT AND STATION ABOUT 25 FEET SOUTH OF THE
 TU2862'BUILDING.
 TU2862'
 TU2862'THE STATION MARK IS A STANDARD DISK, STAMPED KOLEKOLE 1950, SET
 TU2862'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 TU2862'INCHES.  IT IS 25 FEET SOUTH OF A WHITE BUILDING.
 TU2862'
 TU2862'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KOLEKOLE NO 1
 TU2862'1950, CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK.  IT IS 30
 TU2862'FEET SOUTH OF THE SOUTHEAST CORNER OF THE UNIVERSITY OF HAWAII
 TU2862'BUILDING AND 8 FEET NORTH OF THE SOUTH EDGE OF THE HILL.
 TU2862'
 TU2862'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KOLEKOLE NO 2 1950,
 TU2862'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2-1/2
 TU2862'FEET.
 TU2862'
 TU2862'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED KOLEKOLE NO 3 1950,
 TU2862'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6
 TU2862'INCHES.  IT IS JUST NORTHWEST OF A SMALL BUILDING.
 TU2862'
 TU2862'NOTE--ABOUT A 15 FOOT STAND WOULD BE NEEDED OVER THE STATION TO
 TU2862'SEE REFERENCE MARK 3.
 TU2862'
 TU2862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2862'19.5 MILES SOUTHWEST OF KAHULUI.
 TU2862
 TU2862                          STATION RECOVERY (1969)
 TU2862
 TU2862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2862'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2862'HOWEVER RM 3 IS BLOCKED BY A BUILDING.  A DISCREPANCY WAS NOTED
 TU2862'IN THE DISTANCE TO RM 2.  IT WAS DOUBLE-CHECKED AND THE 1969
 TU2862'DISTANCE IS CORRECT.  DISTANCE TO RMS 1 AND 3 WAS NOT CHECKED.  A
 TU2862'COMPLETE DESCRIPTION FOLLOWS--
 TU2862'
 TU2862'STATION IS LOCATED ON SUMMIT OF HALEAKALA, ON A POINT SLIGHTLY
 TU2862'LOWER THAN HIGHEST PART, ON A ROCKY POINT AT SOUTHWEST SIDE OF A
 TU2862'LOW, SILVER-COLORED, CONCRETE BLOCK BUILDING, ABOUT 1400 FEET
 TU2862'SOUTHWEST OF RED HILL.
 TU2862'
 TU2862'TO REACH STATION FROM THE POST OFFCE AT PUKALANI, GO SOUTHEAST
 TU2862'ON STATE HIGHWAY 37 FOR 0.35 MILE.  TAKE LEFT FORK AND FOLLOW
 TU2862'HIGHWAY FOR 28.4 MILES TO FORK ON SUMMIT.  TAKE RIGHT FORK AND
 TU2862'GO 0.1 MILE TO STATION.
 TU2862'
 TU2862'STATION MARK IS A STANDARD DISK STAMPED KOLEKOLE 1950, SET IN
 TU2862'THE TOP OF A 14-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 3
 TU2862'INCHES FROM GROUND.  IT IS 19 FEET SOUTH OF SOUTHEAST CORNER OF
 TU2862'BUILDING.
 TU2862'
 TU2862'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KOLEKOLE NO
 TU2862'1 1950, CEMENTED IN A DRILL HOLE IN FLAT RED LAVA ROCK PROJECTING
 TU2862'12 INCHES FROM GROUND.  IT IS ON EDGE OF BLUFF AND ON SOUTH SIDE
 TU2862'OF A GRAVELLED AREA, 38 FEET SOUTHEAST OF SOUTHEAST CORNER OF A
 TU2862'WHITE CONCRETE BUILDING WITH A RADAR DOME ON TOP AND 12 FEET
 TU2862'NORTHWEST OF THE WEST 1 OF A ROW OF ANTENNAE.
 TU2862'
 TU2862'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KOLEKOLE NO
 TU2862'2 1950, CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE ROCK
 TU2862'OUTCROP THAT PROJECTS 2-1/2 FEET FROM GROUND.  IT IS 21 FEET
 TU2862'SOUTH OF THE END OF A MACADAM DRIVE AND 7 FEET LOWER THAN STATION
 TU2862'MARK.
 TU2862'
 TU2862'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KOLEKOLE
 TU2862'NO 3 1950, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK OUTCROP IN
 TU2862'FRONT OF THE ENTRANCE OF A SMALL, BROWN, STONE BUILDING OF AN
 TU2862'AERONAUTICAL COMMUNICATIONS CO.
 TU2862'
 TU2862'SATELLITE TRIANGULATION STATION 011 IS A STANDARD DISK STAMPED
 TU2862'SATELLITE TRIANG STATION 011 1966, SET IN THE TOP OF A
 TU2862'16-INCH-DIAMETER CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS 9
 TU2862'FEET SOUTH OF THE EDGE OF A LARGE, CONCRETE CIRCLE, 53.5 FEET
 TU2862'SOUTH OF SOUTH SIDE OF THE COMMUNICATIONS CO. BUILDING, AND 10
 TU2862'FEET LOWER THAN STATION MARK.
 TU2862
 TU2862                          STATION RECOVERY (1975)
 TU2862
 TU2862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 TU2862'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 TU2862'IN GOOD CONDITION AND THE DIRECTIONS FROM THE STATION MARK TO
 TU2862'THE REFERENCE MARKS AND THE DISTANCES TO REFERENCE MARKS 1 AND 2
 TU2862'MEASURED ON THIS DATE AGREED FAIRLY WELL WITH THE 1950
 TU2862'MEASUREMENTS.  A BUILDING IS LOCATED BETWEEN THE STATION MARK
 TU2862'AND REFERENCE MARK 3 SO THE DISTANCE AND DIRECTION WERE
 TU2862'CALCULATED FROM A TRAVERSE THROUGH REFERENCE MARK 2 AND THE
 TU2862'DISTANCE WAS FOUND TO BE 0.212 M. LONGER THAN THE 1950
 TU2862'MEASUREMENT BUT ONLY 21 MM. SHORTER THAN THE DISTANCE
 TU2862'OBTAINED BY CALCULATIONS FROM MEASUREMENTS MADE BY THE ARMY
 TU2862'MAP SERVICE IN 1966.  A DIRECTION TO AZ MK SAT TRIANG 011 WAS
 TU2862'MEASURED ON THIS DATE.  VARIOUS BUILDINGS AND
 TU2862'OBSERVATORIES HAVE BEEN BUILT NEAR THE STATION SITE AND THE
 TU2862'OBSERVATORIES IN THE IMMEDIATE VICINITY OF THE STATION ARE
 TU2862'OPERATED BY THE INSTITUTE FOR ASTRONOMY OF THE UNIVERSITY OF
 TU2862'HAWAII.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2862'
 TU2862'THE STATION IS LOCATED IN THE HALEAKALA SCIENCE RESERVE ON THE
 TU2862'SOUTHWEST RIM OF HALEAKALA CRATER ON THE ISLAND OF MAUI AND IS
 TU2862'AIRLINE ABOUT 21 MILES SOUTHEAST OF KAHULUI AND 19 MILES WEST OF
 TU2862'HANA.
 TU2862'
 TU2862'TO REACH THE STATION FROM THE KAHULUI AIRPORT GO SOUTHERLY ON
 TU2862'HIGHWAYS 37, 377, AND 378 FOR 38 MILES TO THE HALEAKALA SCIENCE
 TU2862'RESERVE AND THE STATION SITE.
 TU2862'
 TU2862'THE STATION MARK IS A C AND GS TRIANGULATION STATION DISK
 TU2862'STAMPED KOLEKOLE 1950 SET IN THE TOP OF A 0.4 METER CONCRETE
 TU2862'CYLINDER IN AN OUTCROP OF LAVA ABOUT 1-1/4 METERS ABOVE THE
 TU2862'SURROUNDING GROUND AND IS 31.7 METERS NORTHWEST OF THE SOUTHWEST
 TU2862'CORNER OF THE UNIVERSITY OF HAWAII LURE OBSERVATORY BUILDING AND
 TU2862'6.3 METERS SOUTH OF THE SOUTH CORNER OF THE UNIVERSITY OF HAWAII
 TU2862'AIRGLOW OBSERVATORY BUILDING.
 TU2862'
 TU2862'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK STAMPED KOLEKOLE
 TU2862'NO 1 1950 CEMENTED IN A DRILL HOLE IN AN OUTCROP OF LAVA
 TU2862'PROJECTING 0.1 METER ABOVE THE GROUND AND IS 21.3 METERS
 TU2862'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE UNIVERSITY OF
 TU2862'HAWAII SOLAR OBSERVATORY BUILDING AND ABOUT 11 METERS LOWER THAN
 TU2862'THE STATION MARK.
 TU2862'
 TU2862'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED
 TU2862'KOLEKOLE NO 2 1950 CEMENTED IN A DRILL HOLE IN AN OUTCROP OF LAVA
 TU2862'PROJECTING 0.8 METER ABOVE THE GROUND AND IS 7.3 METERS EAST OF
 TU2862'THE EAST CORNER OF THE AIRGLOW OBSERVATORY BUILDING AND ABOUT 2
 TU2862'METERS LOWER THAN THE STATION MARK.
 TU2862'
 TU2862'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED
 TU2862'KOLEKOLE NO 3 1950 CEMENTED IN A DRILL HOLE IN AN OUTCROP OF LAVA
 TU2862'PROJECTING 0.2 METER ABOVE THE GROUND AND IS 5.3 METERS NORTH OF
 TU2862'THE WEST CORNER OF THE AERONAUTICAL RADIO INCORPORATED BUILDING
 TU2862'AND ABOUT 2 METERS LOWER THAN THE STATION MARK.
 TU2862'
 TU2862'AZ MK SAT TRIANG 011 IS A C AND GS AZIMUTH MARK DISK STAMPED
 TU2862'SATELLITE TRIANG STATION 011 1966 CEMENTED IN A DRILL HOLE IN THE
 TU2862'TOP OF A ROCK WALL BESIDES THE PATH LEADING TO THE OBSERVATION
 TU2862'BUILDING ON THE TOP OF RED HILL AND IS 4.8 METERS NORTHWEST OF
 TU2862'THE OUTERMOST PIPE COLUMN AT THE ENTRANCE TO THE BUILDING.  TO
 TU2862'REACH THE MARK FROM THE STATION GO NORTHEAST ON THE ROAD 0.4
 TU2862'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY 0.15
 TU2862'MILE TO A PARKING AREA.  WALK NORTHEAST ABOUT 50 YARDS UP
 TU2862'A FLIGHT OF STEPS TO THE RED HILL OBSERVATION BUILDING AND
 TU2862'THE MARK.
 TU2862'
 TU2862'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2862'19 MILES WEST OF HANA.
 TU2862
 TU2862                          STATION RECOVERY (1986)
 TU2862
 TU2862'RECOVERED 1986
 TU2862'RECOVERED IN GOOD CONDITION.
 TU2862
 TU2862                          STATION RECOVERY (1991)
 TU2862
 TU2862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DW)
 TU2862'STATION AND ALL 3 REFERENCE MARKS RECOVERED.
 TU2862
 TU2862                          STATION RECOVERY (1993)
 TU2862
 TU2862'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU2862'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2024 ***********************************************************************
 TU2024  DESIGNATION -  KOLO
 TU2024  PID         -  TU2024
 TU2024  STATE/COUNTY-  HI/KAUAI
 TU2024  USGS QUAD   -  MAKAHA POINT (1983)
 TU2024
 TU2024                         *CURRENT SURVEY CONTROL
 TU2024  ___________________________________________________________________
 TU2024* NAD 83(1993)-  22 04 13.34101(N)    159 45 06.13162(W)     ADJUSTED  
 TU2024* LOCAL TIDAL -       323.     (meters)    1060.     (feet)  SCALED    
 TU2024  ___________________________________________________________________
 TU2024  EPOCH DATE  -        1993.62
 TU2024  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 TU2024  GEOID HEIGHT-          16.32  (meters)                     GEOID03
 TU2024
 TU2024  HORZ ORDER  -  SECOND
 TU2024
 TU2024.The horizontal coordinates were established by classical geodetic methods
 TU2024.and adjusted by the National Geodetic Survey in December 1998..
 TU2024.The horizontal coordinates are valid at the epoch date displayed above.
 TU2024.The epoch date for horizontal control is a decimal equivalence
 TU2024.of Year/Month/Day.
 TU2024
 TU2024.The orthometric height was scaled from a topographic map.
 TU2024
 TU2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2024
 TU2024.The geoid height was determined by GEOID03.
 TU2024
 TU2024;                    North         East     Units Scale Factor Converg.
 TU2024;SPC HI 4     -    26,268.437   474,021.626   MT  0.99999834   -0 05 40.5
 TU2024;UTM  04      - 2,440,807.407   422,445.291   MT  0.99967431   -0 16 56.9
 TU2024
 TU2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2024!SPC HI 4     -   0.99994667  x   0.99999834  =   0.99994501
 TU2024!UTM  04      -   0.99994667  x   0.99967431  =   0.99962100
 TU2024
 TU2024|---------------------------------------------------------------------|
 TU2024| PID    Reference Object                     Distance      Geod. Az  |
 TU2024|                                                           dddmmss.s |
 TU2024| CJ8748 KOLO RM 1                            17.678 METERS 03411     |
 TU2024| CJ8749 KOLO RM 2                             7.277 METERS 08311     |
 TU2024|---------------------------------------------------------------------|
 TU2024
 TU2024                          SUPERSEDED SURVEY CONTROL
 TU2024
 TU2024  NAD 83(1986)-  22 04 13.30621(N)    159 45 06.15707(W) AD(       ) 2
 TU2024  OLD HI      -  22 04 24.59410(N)    159 45 16.20720(W) AD(       ) 2
 TU2024
 TU2024.Superseded values are not recommended for survey control.
 TU2024.NGS no longer adjusts projects to the OLD HI datum.
 TU2024.See file dsdata.txt to determine how the superseded data were derived.
 TU2024
 TU2024_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2244540807(NAD 83)
 TU2024_MARKER: Z = SEE DESCRIPTION
 TU2024_SETTING: 0 = UNSPECIFIED SETTING
 TU2024
 TU2024  HISTORY     - Date     Condition        Report By
 TU2024  HISTORY     - 1964     MONUMENTED       CGS
 TU2024  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2024
 TU2024                          STATION DESCRIPTION
 TU2024
 TU2024'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2024'THE STATION IS LOCATED ON THE WESTERN PART OF KAUAI ISLAND, ON THE
 TU2024'WEST END OF KOLO RIDGE AND ON THE EXTREME WEST EDGE OF A PROMINENT
 TU2024'MESA OF ABOUT 1000 FEET ELEVATION.  THERE IS A DEEP CANYON ABOUT
 TU2024'1/2 MILE TO THE SOUTH OF THE STATION AND A HIGHER POINT ALONG THE
 TU2024'BLUFF TO THE NORTH.  THE STATION OVERLOOKS SOME PROMINENT SAND
 TU2024'DUNES AT BARKING SANDS BEACH TO THE EAST-SOUTHEAST AND A SMALL,
 TU2024'ALMOST SQUARE POND TO THE NORTH-NORTHEAST IN THE CANE FIELDS
 TU2024'BELOW.
 TU2024'
 TU2024'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND
 TU2024'55 IN KEKAHA, GO NORTHERLY ON STATE HIGHWAY 55 FOR 12.8 MILES TO A
 TU2024'DIM BLADED ROAD ON THE LEFT, OPPOSITE A PAVED ROAD LEADING TO A
 TU2024'MICROWAVVE SITE.  TURN LEFT AND GO DOWNHILL FOR 0.15 MILE TO A
 TU2024'LOCKED WOODEN GATE.  PASS THROUGH GATE AND CONTINUE ON BLADED
 TU2024'ROAD FOR 2.25 MILES TO ANOTHER LOCKED WOODEN GATE.  PASS THROUGH
 TU2024'GATE AND CONTINUE ON BLADED ROAD FOR 0.7 MILE TO A FORK.  TAKE
 TU2024'THE LEFT FORK AND CONTINUE ON BLADED ROAD FOR 0.4 MILE TO A
 TU2024'VERY DIM FORK ON RIGHT.  TAKE THE RIGHT FORK AND GO DOWNHILL
 TU2024'FOR 2.15 MILES TO A POINT WHERE THE JEEP TRAIL LEAVES THE
 TU2024'TIMBER AND BECOMES VERY DIFFICULT TO FOLLOW.  FROM HERE GO
 TU2024'WESTERLY, THROUGH HEAVY, LOW BRUSH OVER A HILL THAT HAS THIN
 TU2024'TIMBER ON TOP FOR 1.3 MILES TO THE EDGE OF THE BLUFF AND THE
 TU2024'STATION, AS DESCRIBED BELOW.
 TU2024'
 TU2024'THE STATION MARK IS A STANDARD DISK, STAMPED KOLO 1964, SET IN
 TU2024'THE TOP OF A 5-INCH CEMENT-FILLED CAST IRON SEWER PIPE THAT
 TU2024'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS FENCED
 TU2024'IN ON THREE SIDES BY A LOW FENCE OF BARBED WIRE AND STEEL FENCE
 TU2024'POSTS AND IS AT THE WEST EDGE OF A BARE, ERODED AREA OF RED EARTH
 TU2024'STREWN WITH BOULDERS.
 TU2024'
 TU2024'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED KOLO NO 1 1964,
 TU2024'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS ABOUT
 TU2024'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ACROSS A GULLY FROM
 TU2024'THE STATION MARK AND ABOUT 2-1/2 FEET HIGER IN ELEVATION.
 TU2024'
 TU2024'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED KOLO NO 2 1964,
 TU2024'CEMENTED IN A DRILL HOLE IN THE WEST END OF A 5-FOOT BY 8-FOOT
 TU2024'BOULDER THAT PROJECTS 2-1/2 FEET ABOVE THE SURFACE OF THE
 TU2024'GROUND.  IT IS ABOUT 6-1/2 FEET HIGHER IN ELEVATION THAN THE
 TU2024'STATION.
 TU2024'
 TU2024'A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THE STATION.
 TU2024'
 TU2024'KEYS TO THE LOCKED GATES MAY BE OBTAINED FROM MR. SAKAI KOIKE,
 TU2024'CHIEF OF THE SURVEY DEPARTMENT OF THE KEKAHA SUGAR COMPANY IN
 TU2024'KEKAHA.
 TU2024'
 TU2024'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU2024
 TU2024                          STATION RECOVERY (1966)
 TU2024
 TU2024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2024'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2024'COMPLETE DESCRIPTION FOLLOWS--
 TU2024'
 TU2024'STATION IS LOCATED IN WESTERN PART OF KAUAI, ABOUT 2-3/4 MILES
 TU2024'AIRLINE NORTHEAST OF MANA VILLAGE, ON EDGE OF MESA, AT EXTREME
 TU2024'WEST END OF KOLO RIDGE, AND AT ABOUT 1000 FEET ELEVATION AT THE
 TU2024'WEST END OF A LARGE, BARE, RED, ERODED AREA STREWN WITH BOULDERS.
 TU2024'
 TU2024'TO REACH STATION FROM THE POST OFFICE IN KEKAHA, GO NORTHWEST FOR
 TU2024'0.2 MILE.  TURN RIGHT AND FOLLOW STATE HIGHWAY 55 FOR 12.0 MILES
 TU2024'TO SIDE ROAD LEFT AND SIGN TRAIL NO 2, AT PUU KA PELE.  TURN LEFT
 TU2024'AND GO 0.2 MILE TO LOCKED WOODEN GATE.  PASS THROUGH GATE AND
 TU2024'CONTINUE FOR 2.1 MILES TO SECOND LOCKED WOODEN GATE.  PASS
 TU2024'THROUGH AND CONTINUE FOR 0.7 MILE.  TAKE LEFT FORK AND GO 0.4
 TU2024'MILE TO DIM RIGHT FORK.  TAKE RIGHT FORK AND GO 2.75 MILES TO
 TU2024'DIM BLADED CROSSROAD.  CONTINUE AHEAD FOR 1.0 MILE, ON ROAD
 TU2024'WHICH BECOMES BRUSHY AND DIM, TO EAST END OF A LARGE, BARE,
 TU2024'RED, ERODED AREA.  LEAVE ROAD AND GO RIGHT, ACROSS THE
 TU2024'RED AREA, FOR 0.1 MILE TO STATION AT WEST END.
 TU2024'
 TU2024'STATION MARK IS A STANDARD DISK STAMPED KOLO 1964, SET IN THE TOP
 TU2024'OF A 4-INCH CAST-IRON PIPE THAT IS FILLED WITH CONCRETE AND
 TU2024'PROJECTS 8 INCHES.  IT IS SURROUNDED BY A 12-FOOT-SQUARE WIRE
 TU2024'FENCE ON 4 METAL POSTS.
 TU2024'
 TU2024'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KOLO NO 1
 TU2024'1964, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END OF A BEDROCK
 TU2024'OUTCROP THAT PROJECTS 2 FEET ABOVE GROUND ON THE LOWER SIDE.  IT
 TU2024'IS ACROSS SMALL GULLY FROM STATION AND ABOUT 2 FEET HIGHER THAN
 TU2024'STATION MARK.
 TU2024'
 TU2024'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KOLO NO 2
 TU2024'1964, CEMENTED IN THE WEST END OF A LARGE, 5 X 8-FOOT BOULDER
 TU2024'THAT PROJECTS 2-1/2 FEET.  IT IS 6 FEET HIGHER THAN STATION MARK.
 TU2024'
 TU2024'NOTE--KEY FOR LOCKED GATES MAY BE OBTAINED AT THE OFFICES OF THE
 TU2024'KEKAHA SUGAR COMPANY AT KEKAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3427 ***********************************************************************
 TU3427  DESIGNATION -  KOLO
 TU3427  PID         -  TU3427
 TU3427  STATE/COUNTY-  HI/MAUI
 TU3427  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3427
 TU3427                         *CURRENT SURVEY CONTROL
 TU3427  ___________________________________________________________________
 TU3427* NAD 83(1993)-  21 05 47.46044(N)    157 11 02.95454(W)     ADJUSTED  
 TU3427* LOCAL TIDAL -        83.     (meters)     272.     (feet)  VERT ANG  
 TU3427  ___________________________________________________________________
 TU3427  EPOCH DATE  -        1993.62
 TU3427  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 TU3427  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3427
 TU3427  HORZ ORDER  -  SECOND
 TU3427
 TU3427.The horizontal coordinates were established by classical geodetic methods
 TU3427.and adjusted by the National Geodetic Survey in December 1998..
 TU3427.The horizontal coordinates are valid at the epoch date displayed above.
 TU3427.The epoch date for horizontal control is a decimal equivalence
 TU3427.of Year/Month/Day.
 TU3427
 TU3427.The orthometric height was determined by vertical angle observations.
 TU3427.No vertical observational check was made to the station.
 TU3427
 TU3427.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3427
 TU3427.The geoid height was determined by GEOID03.
 TU3427
 TU3427;                    North         East     Units Scale Factor Converg.
 TU3427;SPC HI 2     -    84,579.184   446,232.541   MT  1.00000238   -0 11 10.6
 TU3427;UTM  04      - 2,333,905.562   688,620.685   MT  1.00003967   +0 39 13.6
 TU3427
 TU3427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3427!SPC HI 2     -   0.99998447  x   1.00000238  =   0.99998685
 TU3427!UTM  04      -   0.99998447  x   1.00003967  =   1.00002414
 TU3427
 TU3427|---------------------------------------------------------------------|
 TU3427| PID    Reference Object                     Distance      Geod. Az  |
 TU3427|                                                           dddmmss.s |
 TU3427| CN5483 KOLO RM 1                            16.920 METERS 03946     |
 TU3427| TU3474 HALE O LONO 2                       APPROX. 6.9 KM 2615558.7 |
 TU3427| CN5484 KOLO RM 2                             4.590 METERS 28925     |
 TU3427|---------------------------------------------------------------------|
 TU3427
 TU3427                          SUPERSEDED SURVEY CONTROL
 TU3427
 TU3427  NAD 83(1986)-  21 05 47.41726(N)    157 11 02.90863(W) AD(       ) 2
 TU3427  OLD HI      -  21 05 58.86400(N)    157 11 13.04100(W) AD(       ) 2
 TU3427
 TU3427.Superseded values are not recommended for survey control.
 TU3427.NGS no longer adjusts projects to the OLD HI datum.
 TU3427.See file dsdata.txt to determine how the superseded data were derived.
 TU3427
 TU3427_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8862133906(NAD 83)
 TU3427_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3427_SETTING: 66 = SET IN ROCK OUTCROP
 TU3427_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TU3427
 TU3427  HISTORY     - Date     Condition        Report By
 TU3427  HISTORY     - 1962     MONUMENTED       CGS
 TU3427  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3427
 TU3427                          STATION DESCRIPTION
 TU3427
 TU3427'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3427'STATION IS LOCATED, AIRLINE, ABOUT 3.5 MILES SOUTHEAST OF THE
 TU3427'TOWN OF MAUNA LOA, 0.75 MILE NORTHEAST OF KOLO WHARF, 0.5 MILE
 TU3427'NORTH OF THE SOUTH SHORELINE OF MILOKAI ISLAND.  ON A SMALL ROCKY
 TU3427'KNOLL.
 TU3427'
 TU3427'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3427'46, JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON
 TU3427'STATE HIGHWAY 46 FOR 2.55 MILE TO A REVERSE-Y ON THE LEFT.  TURN
 TU3427'SHARP LEFT AND GO SOUTH ON OLD PAVED ROAD FOR 0.15 MILE TO THE
 TU3427'SECOND SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON
 TU3427'TRACK ROAD FOR 1.15 MILES TO A FORK.  TAKE RIGHT FORK AND FOLLOW
 TU3427'MAIN ROAD FOR 0.3 MILE TO A FORK AT CATTLEGUARD.  TAKE RIGHT
 TU3427'FORK ACROSS CATTLEGUARD AND GO 0.1 MILE TO A REVERSE-Y ON THE
 TU3427'RIGHT.  ANGLE LEFT AND GO WEST FOR 0.65 MILE TO A FORK.  TAKE
 TU3427'RIGHT FORK AND CONTINUE AHEAD FOR 0.9 MILE TO A FORK.  TAKE
 TU3427'RIGHT FORK ALONG TOP OF DIKE AND GO 0.8 MILE TO CROSSROAD.
 TU3427'CONTINUE AHEAD ON DIKE ROAD FOR 0.55 MILE TO FORK.  TAKE
 TU3427'RIGHT FORK, OFF OF DIKE, AND GO 0.7 MILE TO A METAL GATE.
 TU3427'PASS THROUGH GATE AND CONTINUE FOR 1.7 MILES TO A BOARD
 TU3427'GATE.  PASS THROUGH GATE AND CONTINUE, PASSING A WINDMILL,
 TU3427'FOR 1.15 MILES TO A COCONUT GROVE ON THE LEFT, CONTINUE FOR
 TU3427'0.6 MILE TO METAL GATE, PASS THROUGH GATE AND CONTINUE ON
 TU3427'TRACK ROAD FOR 1.9 MILES TO WHERE THE DRAINAGE FROM A GULLY
 TU3427'CROSSES THE ROAD AND A ROCK CLIFF ON THE LEFT SIDE OF THE
 TU3427'ROAD THAT IS ABOUT 40 FEET HIGH.  FROM HERE PACK UP THE WASH
 TU3427'FOR ABOUT 75 YARDS THEN BEAR RIGHT AND GO UP THE RIDGE TO
 TU3427'THE TOP FROM HERE PACK NORTH FOR ABOUT 0.5 MILE TO A SMALL
 TU3427'ROCKY KNOLL.
 TU3427'
 TU3427'THE STATION IS A STANDARD DISK STAMPED, KOLO 1962, CEMENTED
 TU3427'IN A DRILL HOLE IN THE NORTH END OF A ROCK OUTCROP, 7.5 FEET
 TU3427'NORTH OF A ROCK CARIN.
 TU3427'
 TU3427'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, KOLO NO 1 1962,
 TU3427'CEMENTED IN A DRILL HOLE IN A 4 X 4 ROCK OUTCROP THAT PROJECTS
 TU3427'ABOUT 4 INCHES AND ABOUT 3 FEET LOWER THAN THE STATION.
 TU3427'
 TU3427'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, KOLO NO 2
 TU3427'1962, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.
 TU3427'
 TU3427'HALE O LONO 2 1962 CAN BE USED AS THE AZIMUTH.
 TU3427
 TU3427                          STATION RECOVERY (1967)
 TU3427
 TU3427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3427'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 TU3427'PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1780 ***********************************************************************
 TU1780  DESIGNATION -  KOLOA CHURCH SPIRE
 TU1780  PID         -  TU1780
 TU1780  STATE/COUNTY-  HI/KAUAI
 TU1780  USGS QUAD   -  KOLOA (1996)
 TU1780
 TU1780                         *CURRENT SURVEY CONTROL
 TU1780  ___________________________________________________________________
 TU1780* NAD 83(1993)-  21 53 39.12154(N)    159 27 27.27898(W)     ADJUSTED  
 TU1780* LOCAL TIDAL -                                                        
 TU1780  ___________________________________________________________________
 TU1780  EPOCH DATE  -        1993.62
 TU1780  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 TU1780  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1780
 TU1780  HORZ ORDER  -  THIRD
 TU1780
 TU1780.The horizontal coordinates were established by classical geodetic methods
 TU1780.and adjusted by the National Geodetic Survey in December 1998..
 TU1780.The horizontal coordinates are valid at the epoch date displayed above.
 TU1780.The epoch date for horizontal control is a decimal equivalence
 TU1780.of Year/Month/Day.
 TU1780
 TU1780
 TU1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1780
 TU1780.The geoid height was determined by GEOID03.
 TU1780
 TU1780;                    North         East     Units Scale Factor Converg.
 TU1780;SPC HI 4     -     6,740.256   504,383.837   MT  0.99999024   +0 00 56.9
 TU1780;UTM  04      - 2,421,186.885   452,733.145   MT  0.99962760   -0 10 14.3
 TU1780
 TU1780                          SUPERSEDED SURVEY CONTROL
 TU1780
 TU1780  NAD 83(1986)-  21 53 39.10487(N)    159 27 27.31647(W) AD(       ) 4
 TU1780  OLD HI      -  21 53 50.40000(N)    159 27 37.37000(W) AD(       ) 3
 TU1780
 TU1780.Superseded values are not recommended for survey control.
 TU1780.NGS no longer adjusts projects to the OLD HI datum.
 TU1780.See file dsdata.txt to determine how the superseded data were derived.
 TU1780
 TU1780_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5273321187(NAD 83)
 TU1780_MARKER: 90 = CHURCH SPIRE
 TU1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1780+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 TU1780
 TU1780  HISTORY     - Date     Condition        Report By
 TU1780  HISTORY     - UNK      FIRST OBSERVED
 TU1780  HISTORY     - 1926     GOOD             CGS
 TU1780  HISTORY     - 1965     GOOD             CGS
 TU1780  HISTORY     - 1983     GOOD             USPSQD
 TU1780  HISTORY     - 19910624 GOOD             USPSQD
 TU1780  HISTORY     - 19970107 GOOD             USPSQD
 TU1780  HISTORY     - 19970607 GOOD             USPSQD
 TU1780  HISTORY     - 19980815 GOOD             USPSQD
 TU1780  HISTORY     - 20040427 GOOD             USPSQD
 TU1780
 TU1780                          STATION DESCRIPTION
 TU1780
 TU1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1780'IN THE SOUTHERN PART OF KAUAI, IN THE TOWN OF KOLOA.  LOCALLY
 TU1780'KNOWN AS THE PHILIPPINE CHURCH.
 TU1780
 TU1780                          STATION RECOVERY (1965)
 TU1780
 TU1780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1780'STATION WAS RECOVERED.  LOCATED ABOUT 1 MILE SOUTHEAST OF
 TU1780'CENTER OF KOLOA AND 1 MILE WEST-SOUTHWEST OF THE KOLOA SUGAR
 TU1780'MILL.
 TU1780'
 TU1780'STATION IS THE SPIRE LOCATED AT NORTHEAST CORNER OF A LARGE,
 TU1780'RECTANGULAR, TAN-COLORED BUILDING THAT HAS A RED SHINGLED
 TU1780'ROOF.  SPIRE HAS A RED, PEAKED ROOF AND A SMALL, WOODEN CROSS
 TU1780'MOUNTED ON TOP.  TOP OF SPIRE IS 50 FEET ABOVE GROUND.
 TU1780
 TU1780                          STATION RECOVERY (1983)
 TU1780
 TU1780'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1780'STATION RECOVERED GOOD.  RECOVERED AS DESCRIBED SIGNS POINT WAY FROM
 TU1780'KOLOH TO CHURCH WHICH IS CATHOLIC.
 TU1780
 TU1780                          STATION RECOVERY (1991)
 TU1780
 TU1780'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1780'RECOVERED IN GOOD CONDITION.
 TU1780
 TU1780                          STATION RECOVERY (1997)
 TU1780
 TU1780'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1780'RECOVERED IN GOOD CONDITION.
 TU1780
 TU1780                          STATION RECOVERY (1997)
 TU1780
 TU1780'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1780'RECOVERED IN GOOD CONDITION.
 TU1780
 TU1780                          STATION RECOVERY (1998)
 TU1780
 TU1780'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1780'RECOVERED IN GOOD CONDITION.
 TU1780
 TU1780                          STATION RECOVERY (2004)
 TU1780
 TU1780'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 TU1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0006 ***********************************************************************
 TU0006  DESIGNATION -  KOLONO
 TU0006  PID         -  TU0006
 TU0006  STATE/COUNTY-  HI/HAWAII
 TU0006  USGS QUAD   -  KA LAE (1982)
 TU0006
 TU0006                         *CURRENT SURVEY CONTROL
 TU0006  ___________________________________________________________________
 TU0006* NAD 83(1993)-  18 56 20.79371(N)    155 40 55.82091(W)     ADJUSTED  
 TU0006* LOCAL TIDAL -        93.283  (meters)     306.05   (feet)  ADJ UNCH  
 TU0006  ___________________________________________________________________
 TU0006  EPOCH DATE  -        1993.62
 TU0006  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 TU0006  GEOID HEIGHT-          14.92  (meters)                     GEOID03
 TU0006
 TU0006  HORZ ORDER  -  SECOND
 TU0006  VERT ORDER  -  SECOND    CLASS 0
 TU0006
 TU0006.The horizontal coordinates were established by classical geodetic methods
 TU0006.and adjusted by the National Geodetic Survey in December 1998..
 TU0006.The horizontal coordinates are valid at the epoch date displayed above.
 TU0006.The epoch date for horizontal control is a decimal equivalence
 TU0006.of Year/Month/Day.
 TU0006
 TU0006.The orthometric height was key entered from printed documents
 TU0006.and not key verified.
 TU0006
 TU0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0006
 TU0006.The geoid height was determined by GEOID03.
 TU0006
 TU0006;                    North         East     Units Scale Factor Converg.
 TU0006;SPC HI 1     -    11,717.934   480,812.342   MT  0.99997122   -0 03 32.9
 TU0006;UTM  05      - 2,096,237.147   217,517.116   MT  1.00058654   -0 52 16.0
 TU0006
 TU0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0006!SPC HI 1     -   0.99998299  x   0.99997122  =   0.99995421
 TU0006!UTM  05      -   0.99998299  x   1.00058654  =   1.00056952
 TU0006
 TU0006:                Primary Azimuth Mark                     Grid Az
 TU0006:SPC HI 1     -  KA LAE 2                                 179 08 13.2
 TU0006:UTM  05      -  KA LAE 2                                 179 56 56.3
 TU0006
 TU0006|---------------------------------------------------------------------|
 TU0006| PID    Reference Object                     Distance      Geod. Az  |
 TU0006|                                                           dddmmss.s |
 TU0006| TU0011 KA LAE 2                            APPROX. 2.9 KM 1790440.3 |
 TU0006| TU2078 INSTALLATION ON SOUTH PAD CTR        31.010 METERS 22156     |
 TU0006| TU2082 KOLONO 1961 A STA 1964               50.013 METERS 23920     |
 TU0006| TU0010 AN/GKR 5 ANTENNA USE                 28.827 METERS 31353     |
 TU0006| TU2080 TLM 18 RADAR 357901 USA 1961         28.799 METERS 31355     |
 TU0006| TU0002 WIND                                425.872 METERS 3264215.1 |
 TU0006|---------------------------------------------------------------------|
 TU0006
 TU0006                          SUPERSEDED SURVEY CONTROL
 TU0006
 TU0006  NAD 83(1986)-  18 56 20.77994(N)    155 40 55.87360(W) AD(       ) 2
 TU0006  OLD HI      -  18 56 31.57200(N)    155 41 05.89800(W) AD(       ) 2
 TU0006
 TU0006.Superseded values are not recommended for survey control.
 TU0006.NGS no longer adjusts projects to the OLD HI datum.
 TU0006.See file dsdata.txt to determine how the superseded data were derived.
 TU0006
 TU0006_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1751796237(NAD 83)
 TU0006_MARKER: DS = TRIANGULATION STATION DISK
 TU0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0006_STAMPING: KOLONO 1961
 TU0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0006+STABILITY: SURFACE MOTION
 TU0006
 TU0006  HISTORY     - Date     Condition        Report By
 TU0006  HISTORY     - 1961     MONUMENTED       CGS
 TU0006  HISTORY     - 1964     GOOD             NGS
 TU0006
 TU0006                          STATION DESCRIPTION
 TU0006
 TU0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU0006'THE STATION IS LOCATED 13 MILES, AIR LINE, SOUTHWEST OF WAIOHINU
 TU0006'AND 2 MILES NORTH OF THE SOUTHERNMOST POINT OF HAWAII ISLAND.
 TU0006'
 TU0006'TO REACH FROM THE SCHOOL HOUSE IN THE VILLAGE OF WAIOHINU, GO WEST
 TU0006'ON STATE HIGHWAY 11 FOR 4.0 MILES TO A PAVED ROAD LEFT.  TURN LEFT
 TU0006'AND GO SOUTH FOR 9.4 MILES TO A MILITARY COMPOUND ON THE RIGHT AND
 TU0006'THE STATION.
 TU0006'
 TU0006'THE STATION MARK, A STANDARD DISK STAMPED KOLONO 1961, IS SET IN
 TU0006'THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS 4 INCHES ABOVE THE
 TU0006'GROUND.  IT IS 170 FEET WEST OF THE GATE, 20 FEET NORTHEAST OF THE
 TU0006'NORTHEAST CORNER OF A SMALL BUILDING AND AT THE NORTH EDGE OF THE
 TU0006'ROAD.
 TU0006'
 TU0006'REFERENCE MARK 1, A STANDARD DISK STAMPED KOLONO NO 1 1961, IS SET
 TU0006'IN THE APPROXIMATE CENTER OF A 10-FOOT SQUARE CONCRETE PAD WHICH
 TU0006'PROJECTS 18 INCHES ABOVE THE GROUND.  IT IS IN THE EAST ONE OF FOUR
 TU0006'SIMILIAR PADS.
 TU0006'
 TU0006'DEPT. OF ARMY DISK (WEST PAD) IS A BRONZE DISK SET IN A WELL IN
 TU0006'THE CENTER OF THE WEST PAD OF FOUR SIMILIAR PADS.  THE DISK IS NOT
 TU0006'STAMPED.
 TU0006'
 TU0006'DEPT. OF ARMY DISK (NORTH PAD) IS A BRONZE DISK SET IN A WELL IN
 TU0006'THE CENTER OF THE NORTH PAD OF FOUR SIMILIAR PADS.  THE DISK IS NOT
 TU0006'STAMPED.
 TU0006
 TU0006                          STATION RECOVERY (1964)
 TU0006
 TU0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TU0006'IN PMR S PT TRACKING FACILITY.
 TU0006'AT THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, 215
 TU0006'FEET WEST OF THE GATE AT THE ENTRANCE TO THE COMPOUND, 47 FEET
 TU0006'SOUTH-SOUTHWEST OF THE OPERATIONS BUILDING, 25 FEET NORTHEAST OF THE
 TU0006'NORTHEAST CORNER OF THE WORKSHOP, 20 FEET SOUTHEAST OF A CULVERT, AT
 TU0006'THE T INTERSECTION OF TWO ASPHALT ROADS AND SET IN THE TOP OF A
 TU0006'CONCRETE POST THAT IS 14 INCHES BELOW THE SURFACE OF THE ROAD. ACCESS
 TU0006'TO THE MARK IS BY MEANS OF A 6-INCH CAST IRON SEWER PIPE WITH A
 TU0006'REMOVABLE CONCRETE PLUG IN TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0001 ***********************************************************************
 TU0001  DESIGNATION -  KOLONO RM 1
 TU0001  PID         -  TU0001
 TU0001  STATE/COUNTY-  HI/HAWAII
 TU0001  USGS QUAD   -  KA LAE (1982)
 TU0001
 TU0001                         *CURRENT SURVEY CONTROL
 TU0001  ___________________________________________________________________
 TU0001* NAD 83(1993)-  18 56 21.44387(N)    155 40 55.05654(W)     ADJUSTED  
 TU0001* LOCAL TIDAL -        94.068  (meters)     308.62   (feet)  ADJ UNCH  
 TU0001  ___________________________________________________________________
 TU0001  EPOCH DATE  -        1993.62
 TU0001  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 TU0001  GEOID HEIGHT-          14.93  (meters)                     GEOID03
 TU0001
 TU0001  HORZ ORDER  -  SECOND
 TU0001  VERT ORDER  -  SECOND    CLASS 0
 TU0001
 TU0001.The horizontal coordinates were established by classical geodetic methods
 TU0001.and adjusted by the National Geodetic Survey in December 1998..
 TU0001.The horizontal coordinates are valid at the epoch date displayed above.
 TU0001.The epoch date for horizontal control is a decimal equivalence
 TU0001.of Year/Month/Day.
 TU0001
 TU0001.The orthometric height was key entered from printed documents
 TU0001.and not key verified.
 TU0001
 TU0001.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0001
 TU0001.The geoid height was determined by GEOID03.
 TU0001
 TU0001;                    North         East     Units Scale Factor Converg.
 TU0001;SPC HI 1     -    11,737.902   480,834.726   MT  0.99997121   -0 03 32.6
 TU0001;UTM  05      - 2,096,256.807   217,539.795   MT  1.00058639   -0 52 15.8
 TU0001
 TU0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0001!SPC HI 1     -   0.99998287  x   0.99997121  =   0.99995408
 TU0001!UTM  05      -   0.99998287  x   1.00058639  =   1.00056925
 TU0001
 TU0001                          SUPERSEDED SURVEY CONTROL
 TU0001
 TU0001  NAD 83(1986)-  18 56 21.42994(N)    155 40 55.10941(W) AD(       ) 2
 TU0001  OLD HI      -  18 56 32.22200(N)    155 41 05.13400(W) AD(       ) 2
 TU0001
 TU0001.Superseded values are not recommended for survey control.
 TU0001.NGS no longer adjusts projects to the OLD HI datum.
 TU0001.See file dsdata.txt to determine how the superseded data were derived.
 TU0001
 TU0001_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1754096257(NAD 83)
 TU0001_MARKER: DR = REFERENCE MARK DISK
 TU0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0001_SP_SET: CONCRETE SLAB
 TU0001_STAMPING: KOLONO NO 1 1961
 TU0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0001
 TU0001  HISTORY     - Date     Condition        Report By
 TU0001  HISTORY     - 1961     MONUMENTED       CGS
 TU0001  HISTORY     - 1964     GOOD             NGS
 TU0001
 TU0001                          STATION DESCRIPTION
 TU0001
 TU0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0001'IN PMR S PT TRACKING FACILITY.
 TU0001'AT THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, 28
 TU0001'FEET NORTH OF THE FLAG POLE, 26 FEET EAST OF THE SOUTHEAST CORNER OF
 TU0001'THE OPERATIONS BUILDING AND CEMENTED IN A DRILL HOLE IN THE CENTER OF
 TU0001'A 12-FOOT SQUARE CONCRETE SLAB THAT PROJECTS 18 INCHES ABOVE THE
 TU0001'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2599 ***********************************************************************
 TU2599  DESIGNATION -  KONA HILTON HOTEL SLIDE TOP
 TU2599  PID         -  TU2599
 TU2599  STATE/COUNTY-  HI/HAWAII
 TU2599  USGS QUAD   -  KAILUA (1996)
 TU2599
 TU2599                         *CURRENT SURVEY CONTROL
 TU2599  ___________________________________________________________________
 TU2599* NAD 83(1993)-  19 37 54.58860(N)    155 59 25.97779(W)     ADJUSTED  
 TU2599* LOCAL TIDAL -                                                        
 TU2599  ___________________________________________________________________
 TU2599  EPOCH DATE  -        1993.62
 TU2599  LAPLACE CORR-          24.27  (seconds)                    DEFLEC99
 TU2599  GEOID HEIGHT-          19.09  (meters)                     GEOID03
 TU2599
 TU2599  HORZ ORDER  -  THIRD
 TU2599
 TU2599.The horizontal coordinates were established by classical geodetic methods
 TU2599.and adjusted by the National Geodetic Survey in December 1998..
 TU2599.The horizontal coordinates are valid at the epoch date displayed above.
 TU2599.The epoch date for horizontal control is a decimal equivalence
 TU2599.of Year/Month/Day.
 TU2599
 TU2599
 TU2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2599
 TU2599.The geoid height was determined by GEOID03.
 TU2599
 TU2599;                    North         East     Units Scale Factor Converg.
 TU2599;SPC HI 1     -    88,460.566   448,548.367   MT  0.99999937   -0 09 53.3
 TU2599;UTM  05      - 2,173,492.421   186,341.008   MT  1.00081624   -1 00 20.1
 TU2599;UTM  04      - 2,173,527.352   815,642.834   MT  1.00083168   +1 00 43.0
 TU2599
 TU2599                          SUPERSEDED SURVEY CONTROL
 TU2599
 TU2599  NAD 83(1986)-  19 37 54.58516(N)    155 59 26.00788(W) AD(       ) 4
 TU2599  OLD HI      -  19 38 05.49642(N)    155 59 36.03896(W) AD(       ) 3
 TU2599
 TU2599.Superseded values are not recommended for survey control.
 TU2599.NGS no longer adjusts projects to the OLD HI datum.
 TU2599.See file dsdata.txt to determine how the superseded data were derived.
 TU2599
 TU2599_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8634173492(NAD 83)
 TU2599
 TU2599  HISTORY     - Date     Condition        Report By
 TU2599  HISTORY     - 1972     MONUMENTED       NGS
 TU2599
 TU2599                          STATION DESCRIPTION
 TU2599
 TU2599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2599'THE STATION IS LOCATED ON THE TOP OF A THREE STORY SLIDE, WHICH
 TU2599'FORMS A PROMINENT ARC AT THE TOPAND IS LIGHTED BRIGHT YELLOW IN
 TU2599'THE EVENING.  IT IS ON THE WEST SIDE OF THE KONA HILTON HOTEL,
 TU2599'A THREE STORY BEIGE STRUCTURE, LOCATED ON KALAE PAA KAI POINT,
 TU2599'ABOUT 0.5 NAUTICAL MILES SOUTH OF KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1335 ***********************************************************************
 TU1335  DESIGNATION -  KONAHUANUI 1872
 TU1335  PID         -  TU1335
 TU1335  STATE/COUNTY-  HI/HONOLULU
 TU1335  USGS QUAD   -  HONOLULU (1983)
 TU1335
 TU1335                         *CURRENT SURVEY CONTROL
 TU1335  ___________________________________________________________________
 TU1335* NAD 83(1993)-  21 21 11.97279(N)    157 47 19.55660(W)     ADJUSTED  
 TU1335* LOCAL TIDAL -       946.     (meters)    3104.     (feet)  SCALED    
 TU1335  ___________________________________________________________________
 TU1335  EPOCH DATE  -        1993.62
 TU1335  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TU1335  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU1335
 TU1335  HORZ ORDER  -  THIRD
 TU1335
 TU1335.The horizontal coordinates were established by classical geodetic methods
 TU1335.and adjusted by the National Geodetic Survey in December 1998..
 TU1335.The horizontal coordinates are valid at the epoch date displayed above.
 TU1335.The epoch date for horizontal control is a decimal equivalence
 TU1335.of Year/Month/Day.
 TU1335
 TU1335.The orthometric height was scaled from a topographic map.
 TU1335
 TU1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1335
 TU1335.The geoid height was determined by GEOID03.
 TU1335
 TU1335;                    North         East     Units Scale Factor Converg.
 TU1335;SPC HI 3     -    20,681.475   521,909.830   MT  0.99999593   +0 04 36.9
 TU1335;UTM  04      - 2,361,735.399   625,590.434   MT  0.99979491   +0 26 27.9
 TU1335
 TU1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1335!SPC HI 3     -   0.99984880  x   0.99999593  =   0.99984473
 TU1335!UTM  04      -   0.99984880  x   0.99979491  =   0.99964374
 TU1335
 TU1335                          SUPERSEDED SURVEY CONTROL
 TU1335
 TU1335  NAD 83(1986)-  21 21 11.92333(N)    157 47 19.56572(W) AD(       ) 3
 TU1335  OLD HI      -  21 21 23.32300(N)    157 47 29.45100(W) AD(       ) 3
 TU1335
 TU1335.Superseded values are not recommended for survey control.
 TU1335.NGS no longer adjusts projects to the OLD HI datum.
 TU1335.See file dsdata.txt to determine how the superseded data were derived.
 TU1335
 TU1335_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2559061735(NAD 83)
 TU1335
 TU1335  HISTORY     - Date     Condition        Report By
 TU1335  HISTORY     - 1872     MONUMENTED       HIGS
 TU1335  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1335
 TU1335                          STATION DESCRIPTION
 TU1335
 TU1335'DESCRIBED BY HAWAII GEODETIC SURVEY 1872
 TU1335'ON THE SOUTHERNMOST OF THE TWO HIGHEST PEAKS SOUTH OF NUUANU
 TU1335'PALI, ABOVE THE RIDGE THAT SEPARATES THE HEAD OF MANOA VALLEY
 TU1335'FROM THAT OF NUUANU VALLEY.  MARKED BY AN IRON STAKE.
 TU1335
 TU1335                          STATION RECOVERY (1965)
 TU1335
 TU1335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1335'STATION IS GONE.  APPARENTLY NOT RECOVERED IN 1927, WHEN
 TU1335'KONAHUANUI 2 WAS ESTABLISHED AT ABOUT THE SAME POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1334 ***********************************************************************
 TU1334  DESIGNATION -  KONAHUANUI 2
 TU1334  PID         -  TU1334
 TU1334  STATE/COUNTY-  HI/HONOLULU
 TU1334  USGS QUAD   -  HONOLULU (1983)
 TU1334
 TU1334                         *CURRENT SURVEY CONTROL
 TU1334  ___________________________________________________________________
 TU1334* NAD 83(1993)-  21 21 12.09911(N)    157 47 19.47988(W)     ADJUSTED  
 TU1334* LOCAL TIDAL -       946.     (meters)    3104.     (feet)  SCALED    
 TU1334  ___________________________________________________________________
 TU1334  EPOCH DATE  -        1993.62
 TU1334  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 TU1334  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU1334
 TU1334  HORZ ORDER  -  THIRD
 TU1334
 TU1334.The horizontal coordinates were established by classical geodetic methods
 TU1334.and adjusted by the National Geodetic Survey in December 1998..
 TU1334.The horizontal coordinates are valid at the epoch date displayed above.
 TU1334.The epoch date for horizontal control is a decimal equivalence
 TU1334.of Year/Month/Day.
 TU1334
 TU1334.The orthometric height was scaled from a topographic map.
 TU1334
 TU1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1334
 TU1334.The geoid height was determined by GEOID03.
 TU1334
 TU1334;                    North         East     Units Scale Factor Converg.
 TU1334;SPC HI 3     -    20,685.363   521,912.035   MT  0.99999593   +0 04 36.9
 TU1334;UTM  04      - 2,361,739.300   625,592.614   MT  0.99979491   +0 26 28.0
 TU1334
 TU1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1334!SPC HI 3     -   0.99984880  x   0.99999593  =   0.99984473
 TU1334!UTM  04      -   0.99984880  x   0.99979491  =   0.99964374
 TU1334
 TU1334|---------------------------------------------------------------------|
 TU1334| PID    Reference Object                     Distance      Geod. Az  |
 TU1334|                                                           dddmmss.s |
 TU1334| CJ8750 KONAHUANUI 2 RM NORTH                10.682 METERS 06244     |
 TU1334| CJ8751 KONAHUANUI 2 RM SOUTH                 7.035 METERS 20228     |
 TU1334| TU1392 SALT LAKE RESET                     APPROX.12.4 KM 2750703.5 |
 TU1334|---------------------------------------------------------------------|
 TU1334
 TU1334                          SUPERSEDED SURVEY CONTROL
 TU1334
 TU1334  NAD 83(1986)-  21 21 12.04997(N)    157 47 19.48890(W) AD(       ) 3
 TU1334  OLD HI      -  21 21 23.44900(N)    157 47 29.38000(W) AD(       ) 3
 TU1334
 TU1334.Superseded values are not recommended for survey control.
 TU1334.NGS no longer adjusts projects to the OLD HI datum.
 TU1334.See file dsdata.txt to determine how the superseded data were derived.
 TU1334
 TU1334_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2559361739(NAD 83)
 TU1334_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1334_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1334_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1334
 TU1334  HISTORY     - Date     Condition        Report By
 TU1334  HISTORY     - 1927     MONUMENTED       CGS
 TU1334  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1334
 TU1334                          STATION DESCRIPTION
 TU1334
 TU1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1334'ON THE SOUTHERNMOST OF THE HIGH PEAKS JUST SOUTH OF THE NUUANU
 TU1334'PALI, NEAR THE SOUTH END OF THE LONG RIDGE FORMING THE TOP
 TU1334'OF THIS HILL, ABOUT 25 FEET SOUTH OF THE RAIN GAUGE.  THE
 TU1334'QUICKEST APPROACH IS UP THE NUUANU PALI ROAD TO THE SOUTH SIDE
 TU1334'OF RESERVOIR AND THEN HEAD FOR THE SECOND RIDGE TO THE SOUTH
 TU1334'LEADING UP THE MOUNTAIN SIDE.  TAKE THIS RIDGE UP TO NEAR THE
 TU1334'SUMMIT OF THE MAIN RIDGE, WHERE THE OLD KONAHUANUI TRAIL IS
 TU1334'REACHED.  THIS TRAIL IS THEN EASILY FOLLOWED TO THE NORTH AND
 TU1334'UP TO THE PEAK.  MARKED ACCORDING TO NOTE 6A, A STANDARD DISK
 TU1334'STATION MARK SET IN CONCRETE IN TOP OF TILE.  REFERENCE
 TU1334'MARKS, NOTE 13A, STANDARD REFERENCE DISKS IN CONCRETE IN
 TU1334'TILES, WERE SET AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM
 TU1334'STATION-- REFERENCE MARK NORTH, 10.682 METERS (35.05
 TU1334'FEET), 242 DEG 44 MIN.  REFERENCE MARK SOUTH, 7.035
 TU1334'METERS (23.08 FEET), 22 DEG 27 MIN.  RE-MARKED ACCORDING
 TU1334'TO NOTE 14X IN 1929.
 TU1334
 TU1334                          STATION RECOVERY (1964)
 TU1334
 TU1334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1334'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU1334'CONDITION.  THE TYPE 14X TARGET ERECTED IN 1929 BY THE HAWAII
 TU1334'TERRITORIAL SURVEY IS GONE.  THE RAIN GAUGE MENTIONED IN THE
 TU1334'OLD DESCRIPTION IS ALSO GONE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1334'
 TU1334'STATION IS LOCATED ON THE KOOLAU RANGE, ABOUT ON LINE BETWEEN
 TU1334'KAILUA AND HONOLULU, AND 1 MILE SOUTH-SOUTHEAST OF THE PALI
 TU1334'HIGHWAY TUNNELS, ON PUU KONAHUANUI, A PEAK OF 3105 FEET ELEVATION
 TU1334'THAT LIES ABOUT 1/4 MILE SOUTH OF A SLIGHTLY HIGHER PEAK.
 TU1334'
 TU1334'TO REACH STATION FROM INTERSECTION OF VINYARD STREET AND
 TU1334'QUEEN EMMA STREET IN HONOLULU, GO NORTHEAST ON QUEEN EMMA FOR
 TU1334'0.2 MILE.  CONTINUE AHEAD, ON LUSITANA ST., FOR 0.15 MILE.  TAKE
 TU1334'RIGHT FORK AND GO 0.75 MILE ON PUOWAINA ST. TO BEGINNING OF
 TU1334'TANTALUS DRIVE AT SIDE ROAD RIGHT TO PUNCHBOWL
 TU1334'CEMETERY.  CONTINUE AHEAD, FOLLOWING TANTALUS DRIVE, FOR 4.0
 TU1334'MILES TO PAVED LEFT FORK WITH LOCKED GATE, AND SIGN TRAIL NO
 TU1334'2.  THIS IS END OF TRUCK TRAVEL.  FOLLOW GOOD TRAIL ALONG SIDE
 TU1334'OF RIDGE ABOUT 3/4 MILE TO THE FIRST SHARP RIGHT SWITCHBACK,
 TU1334'AT A TRAIL JUNCTION (A TREE WITH BLAZED ARROW SETS IN THE
 TU1334'SWITCHBACK).  LEAVE MAIN TRAIL, CONTINUING AHEAD ALONG
 TU1334'SIDE OF RIDGE AND THEN CROSSING PAUOA FLAT, FOR ABOUT 1 MILE
 TU1334'TO POINT OVERLOOKING THE RESERVOIR BY THE PALI HIGHWAY.
 TU1334'TURN RIGHT AND FOLLOW TRAIL UP ALONG RIDGE LINE TO MAIN RANGE
 TU1334'AND STATION.  ABOUT 3-HOUR PACK.
 TU1334'
 TU1334'STATION MARK IS A STANDARD DISK STAMPED KONAHUANUI 2 1927,
 TU1334'SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS
 TU1334'3 INCHES FROM A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 TU1334'THE GROUND.  IT IS 1 FOOT WEST OF TRAIL AND 4 FEET EAST OF THE
 TU1334'SHEER EDGE OF THE HILL, IN A SMALL GRASSY PATCH SURROUNDED BY
 TU1334'12-FOOT BRUSH AND SMALL TREES.
 TU1334'
 TU1334'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU1334'KONAHUANUI 2, SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE
 TU1334'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 6 FEET EAST OF THE
 TU1334'TRAIL, IN GRASSY PATCH AT SOUTH END OF A CLUMP OF TREE FERNS
 TU1334'AND MOSS-COVERED BRUSH AND IS ABOUT 8 INCHES LOWER THAN
 TU1334'STATION MARK.
 TU1334'
 TU1334'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED,
 TU1334'SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS
 TU1334'10 INCHES ABOVE GROUND.  IT IS 6 FEET EAST OF THE TRAIL, ON
 TU1334'A FAIRLY WIDE AND FLAT PART OF THE HILL, AND IS ABOUT 1-1/2
 TU1334'FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2794 ***********************************************************************
 TU2794  DESIGNATION -  KOOLAU
 TU2794  PID         -  TU2794
 TU2794  STATE/COUNTY-  HI/MAUI
 TU2794  USGS QUAD   -  KILOHANA (1983)
 TU2794
 TU2794                         *CURRENT SURVEY CONTROL
 TU2794  ___________________________________________________________________
 TU2794* NAD 83(1993)-  20 45 39.50713(N)    156 13 22.03978(W)     ADJUSTED  
 TU2794* LOCAL TIDAL -      2281.4    (meters)    7485.     (feet)  VERT ANG  
 TU2794  ___________________________________________________________________
 TU2794  EPOCH DATE  -        1993.62
 TU2794  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 TU2794  GEOID HEIGHT-          17.50  (meters)                     GEOID03
 TU2794
 TU2794  HORZ ORDER  -  FIRST
 TU2794
 TU2794.The horizontal coordinates were established by classical geodetic methods
 TU2794.and adjusted by the National Geodetic Survey in December 1998..
 TU2794.The horizontal coordinates are valid at the epoch date displayed above.
 TU2794.The epoch date for horizontal control is a decimal equivalence
 TU2794.of Year/Month/Day.
 TU2794
 TU2794.The orthometric height was determined by vertical angle observations.
 TU2794
 TU2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2794
 TU2794.The geoid height was determined by GEOID03.
 TU2794
 TU2794;                    North         East     Units Scale Factor Converg.
 TU2794;SPC HI 2     -    47,406.522   546,222.038   MT  0.99999306   +0 09 26.4
 TU2794;UTM  04      - 2,298,179.978   789,174.635   MT  1.00063356   +0 59 06.5
 TU2794
 TU2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2794!SPC HI 2     -   0.99963879  x   0.99999306  =   0.99963185
 TU2794!UTM  04      -   0.99963879  x   1.00063356  =   1.00027212
 TU2794
 TU2794|---------------------------------------------------------------------|
 TU2794| PID    Reference Object                     Distance      Geod. Az  |
 TU2794|                                                           dddmmss.s |
 TU2794| CN5485 KOOLAU RM 1                           3.937 METERS 05603     |
 TU2794| TU2793 SURVEY MARK NEAR KOOLAU 1950          1.794 METERS 06948     |
 TU2794| CN5486 KOOLAU RM 2                           3.805 METERS 14639     |
 TU2794| TU2795 PUU NIANIAU RESET                   APPROX. 2.6 KM 2985313.2 |
 TU2794|---------------------------------------------------------------------|
 TU2794
 TU2794                          SUPERSEDED SURVEY CONTROL
 TU2794
 TU2794  NAD 83(1986)-  20 45 39.46600(N)    156 13 22.04881(W) AD(       ) 1
 TU2794  OLD HI      -  20 45 50.98400(N)    156 13 32.16000(W) AD(       ) 1
 TU2794
 TU2794.Superseded values are not recommended for survey control.
 TU2794.NGS no longer adjusts projects to the OLD HI datum.
 TU2794.See file dsdata.txt to determine how the superseded data were derived.
 TU2794
 TU2794_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8917598180(NAD 83)
 TU2794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2794_SETTING: 66 = SET IN ROCK OUTCROP
 TU2794
 TU2794  HISTORY     - Date     Condition        Report By
 TU2794  HISTORY     - 1950     MONUMENTED       CGS
 TU2794  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2794
 TU2794                          STATION DESCRIPTION
 TU2794
 TU2794'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2794'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, SHARP, KNOLL
 TU2794'WHICH LIES ABOUT 1.5 MILES EAST OF THE HAWAII NATIONAL PARK
 TU2794'HEADQUARTERS ABOUT 200 FEET NORTH OF A FOREST RESERVE BOUNDRY FENCE
 TU2794'AND ON THE WESTERLY RIM OF KOOLAU GAP.
 TU2794'
 TU2794'TO REACH FROM THE HAWAII PARK HEADQUARTERS AND CHECKING
 TU2794'STATION.  GO EASTERLY, ON THE ROAD WHICH LEADS TOWARD THE SUMMIT OF
 TU2794'HALEAKALA, FOR 1.2 MILES TO THE END OF TRUCK TRAVEL AT A SHARP
 TU2794'RIGHT HAND, SWITCHBACK CURVE.  FROM THIS POINT PACK EASTERLY,
 TU2794'CROSSING OVER SEVERAL SMALL GULLIES, FOR ABOUT 0.5 MILE TO THE
 TU2794'SUMMIT OF THE SHARP KNOLL AND THE STATION.
 TU2794'
 TU2794'THE STATION IS A STANDARD DISK, STAMPED KOOLAU 1950, SET INTO A
 TU2794'DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 8 INCHES.
 TU2794'
 TU2794'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KOOLAU NO 1
 TU2794'1950, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 1
 TU2794'FOOT.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU2794'
 TU2794'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KOOLAU NO 2
 TU2794'1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 TU2794'FEET.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU2794'
 TU2794'THE SURVEY MARK IS THE CENTER OF A 1-1/2 INCH IRON PIPE WHICH
 TU2794'HAS BEEN DRIVEN INTO THE SOIL AND PROJECTS ABOUT 4 INCHES.  IT IS
 TU2794'LOCATED ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2794
 TU2794                          STATION RECOVERY (1969)
 TU2794
 TU2794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2794'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2794'COMPLETE DESCRIPTION FOLLOWS--
 TU2794'
 TU2794'STATION IS LOCATED ON THE NORTH SLOPES OF HALEAKALA, ABOUT 4 MILES
 TU2794'NORTH-NORTHEAST OF RED HILL, 1-1/2-MILES EAST OF THE PARK RANGER
 TU2794'STATION AND AT ABOUT 7485 FEET ELEVATION, ON A SMALL PROMONTORY
 TU2794'ABOUT 300 FEET OUTSIDE THE NORTH BOUNDARY OF THE NATIONAL PARK,
 TU2794'ALONG LELEIWI PALI AND ALONG THE WEST SIDE OF KOOLAU GAP.
 TU2794'
 TU2794'TO REACH STATION FROM THE POST OFFICE AT PUKALANI, GO SOUTHEAST
 TU2794'ON STATE HIGHWAY 37 FOR 0.35 MILE.  TAKE LEFT FORK AND FOLLOW STATE
 TU2794'HIGHWAY 377 FOR 6.2 MILES TO JUNCTION.  TAKE LEFT FORK AND FOLLOW
 TU2794'STATE HIGHWAY 378 FOR 11.7 MILES TO RANGER STATION ON
 TU2794'RIGHT.  CONTINUE ON THE HIGHWAY FOR 3.6 MILES TO SIGN HALEMAUU
 TU2794'TRAIL.  GO LEFT FOR 0.05 MILE TO END OF ROAD.  PACK EASTERLY
 TU2794'DOWN HALEMAUU TRAIL FOR ABOUT 1/2-MILE TO JUNCTION.  FOLLOW
 TU2794'TRAIL TO LEFT, NORTHWEST, ABOUT 1/4-MILE, THEN LEAVE TRAIL,
 TU2794'BEARING RIGHT ALONG PALI FOR ABOUT 1/4-MILE TO STATION ON
 TU2794'PROMINENT POINT.
 TU2794'
 TU2794'STATION MARK IS A STANDARD DISK STAMPED KOOLAU 1950, CEMENTED IN A
 TU2794'DRILL HOLE IN A 16-INCH, TRIANGULAR BEDROCK OUTCROP THAT PROJECTS
 TU2794'2 INCHES FROM GROUND.  THERE IS A 4-FOOT TRIPOD INSIDE OF A CAIRN,
 TU2794'CENTER OVER MARK.
 TU2794'
 TU2794'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KOOLAU NO 1
 TU2794'1950 CEMENTED IN A DRILL HOLE IN A ROUNDED, 4-FOOT BEDROCK OUTCROP
 TU2794'PROJECTING 14 INCHES FROM GROUND.  IT IS 4 FEET WEST OF THE EDGE OF
 TU2794'THE CLIFF AND ABOUT 6 INCHES LOWER THAN STATION MARK.
 TU2794'
 TU2794'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KOOLAU NO
 TU2794'2 1950, CEMENTED IN A DRILL HOLE IN A 2-FOOT, BOULDER-LIKE OUTCROP
 TU2794'PROJECTING 16 INCHES FROM GROUND.  IT IS 8 INCHES HIGHER THAN
 TU2794'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1015 ***********************************************************************
 TU1015  DESIGNATION -  KOOLAU RNG NIKE SITE RADAR ANT
 TU1015  PID         -  TU1015
 TU1015  STATE/COUNTY-  HI/HONOLULU
 TU1015  USGS QUAD   -  KOKO HEAD (1983)
 TU1015
 TU1015                         *CURRENT SURVEY CONTROL
 TU1015  ___________________________________________________________________
 TU1015* NAD 83(1993)-  21 19 13.56221(N)    157 40 51.57963(W)     ADJUSTED  
 TU1015* LOCAL TIDAL -                                                        
 TU1015  ___________________________________________________________________
 TU1015  EPOCH DATE  -        1993.62
 TU1015  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 TU1015  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU1015
 TU1015  HORZ ORDER  -  THIRD
 TU1015
 TU1015.The horizontal coordinates were established by classical geodetic methods
 TU1015.and adjusted by the National Geodetic Survey in December 1998..
 TU1015.The horizontal coordinates are valid at the epoch date displayed above.
 TU1015.The epoch date for horizontal control is a decimal equivalence
 TU1015.of Year/Month/Day.
 TU1015
 TU1015
 TU1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1015
 TU1015.The geoid height was determined by GEOID03.
 TU1015
 TU1015;                    North         East     Units Scale Factor Converg.
 TU1015;SPC HI 3     -    17,058.473   533,095.638   MT  1.00000353   +0 06 57.6
 TU1015;UTM  04      - 2,358,184.180   636,796.935   MT  0.99983125   +0 28 46.7
 TU1015
 TU1015                          SUPERSEDED SURVEY CONTROL
 TU1015
 TU1015  NAD 83(1986)-  21 19 13.51193(N)    157 40 51.58742(W) AD(       ) 4
 TU1015  OLD HI      -  21 19 24.92071(N)    157 41 01.45852(W) AD(       ) 3
 TU1015
 TU1015.Superseded values are not recommended for survey control.
 TU1015.NGS no longer adjusts projects to the OLD HI datum.
 TU1015.See file dsdata.txt to determine how the superseded data were derived.
 TU1015
 TU1015_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3679758184(NAD 83)
 TU1015
 TU1015  HISTORY     - Date     Condition        Report By
 TU1015  HISTORY     - 1969     MONUMENTED       CGS
 TU1015  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1015
 TU1015                          STATION DESCRIPTION
 TU1015
 TU1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1015'THE STATION IS A RADAR ANTENNA ON THE SOUTH SIDE OF THE NIKE SITE,
 TU1015'THE POINT INTERSECTED WAS THE ANTENNAS AXIS.  THE KOOLAU RANGE
 TU1015'NIKE SITE RADAR IS LOCATED 4 MILES NORTHEAST OF DIAMOND HEAD AND
 TU1015'ON THE EAST END OF THE KOOLAU RANGE.
 TU1015
 TU1015                          STATION RECOVERY (1970)
 TU1015
 TU1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1015'STATION DESTROYED.  DOME AND RADAR ANTENNA REMOVED MARCH
 TU1015'1970.  BUILDING REMAINS.
 TU1015'
 TU1015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1015'10 MILES EAST OF HONOLULU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3444 ***********************************************************************
 TU3444  DESIGNATION -  KOPALA 1925
 TU3444  PID         -  TU3444
 TU3444  STATE/COUNTY-  HI/MAUI
 TU3444  USGS QUAD   -  ILIO POINT (1993)
 TU3444
 TU3444                         *CURRENT SURVEY CONTROL
 TU3444  ___________________________________________________________________
 TU3444* NAD 83(1993)-  21 07 44.54745(N)    157 11 59.25808(W)     ADJUSTED  
 TU3444* LOCAL TIDAL -       390.     (meters)    1280.     (feet)  SCALED    
 TU3444  ___________________________________________________________________
 TU3444  EPOCH DATE  -        1993.62
 TU3444  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 TU3444  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU3444
 TU3444  HORZ ORDER  -  THIRD
 TU3444
 TU3444.The horizontal coordinates were established by classical geodetic methods
 TU3444.and adjusted by the National Geodetic Survey in December 1998..
 TU3444.The horizontal coordinates are valid at the epoch date displayed above.
 TU3444.The epoch date for horizontal control is a decimal equivalence
 TU3444.of Year/Month/Day.
 TU3444
 TU3444.The orthometric height was scaled from a topographic map.
 TU3444
 TU3444.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3444
 TU3444.The geoid height was determined by GEOID03.
 TU3444
 TU3444;                    North         East     Units Scale Factor Converg.
 TU3444;SPC HI 2     -    88,185.570   444,619.578   MT  1.00000455   -0 11 31.9
 TU3444;UTM  04      - 2,337,488.011   686,954.928   MT  1.00003194   +0 38 56.8
 TU3444
 TU3444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3444!SPC HI 2     -   0.99993622  x   1.00000455  =   0.99994077
 TU3444!UTM  04      -   0.99993622  x   1.00003194  =   0.99996816
 TU3444
 TU3444                          SUPERSEDED SURVEY CONTROL
 TU3444
 TU3444  NAD 83(1986)-  21 07 44.50453(N)    157 11 59.21218(W) AD(       ) 3
 TU3444  OLD HI      -  21 07 55.94000(N)    157 12 09.36300(W) AD(       ) 3
 TU3444
 TU3444.Superseded values are not recommended for survey control.
 TU3444.NGS no longer adjusts projects to the OLD HI datum.
 TU3444.See file dsdata.txt to determine how the superseded data were derived.
 TU3444
 TU3444_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8695537488(NAD 83)
 TU3444
 TU3444  HISTORY     - Date     Condition        Report By
 TU3444  HISTORY     - 1925     MONUMENTED       HIGS
 TU3444  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3444
 TU3444                          STATION DESCRIPTION
 TU3444
 TU3444'DESCRIBED BY HAWAII GEODETIC SURVEY 1925 (RWW)
 TU3444'THIS STATION HAS BEEN DESTROYED IN THE CULTIVATION OF THE
 TU3444'SURROUNDING FIELDS FOR PINEAPPLE GROWTH.
 TU3444
 TU3444                          STATION RECOVERY (1962)
 TU3444
 TU3444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3444'THE SITE WAS VISITED AND FOUND TO BE PLANTED IN
 TU3444'PINEAPPLES.  STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1599 ***********************************************************************
 TU1599  DESIGNATION -  KPH 1965
 TU1599  PID         -  TU1599
 TU1599  STATE/COUNTY-  HI/HONOLULU
 TU1599  USGS QUAD   -  
 TU1599
 TU1599                         *CURRENT SURVEY CONTROL
 TU1599  ___________________________________________________________________
 TU1599* NAD 83(1993)-  21 34 22.43794(N)    158 16 21.84557(W)     ADJUSTED  
 TU1599* LOCAL TIDAL -        98.     (meters)     322.     (feet)  SCALED    
 TU1599  ___________________________________________________________________
 TU1599  EPOCH DATE  -        1993.62
 TU1599  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 TU1599  GEOID HEIGHT-          14.48  (meters)                     GEOID03
 TU1599
 TU1599  HORZ ORDER  -  THIRD
 TU1599
 TU1599.The horizontal coordinates were established by classical geodetic methods
 TU1599.and adjusted by the National Geodetic Survey in December 1998..
 TU1599.No horizontal observational check was made to the station.
 TU1599.The horizontal coordinates are valid at the epoch date displayed above.
 TU1599.The epoch date for horizontal control is a decimal equivalence
 TU1599.of Year/Month/Day.
 TU1599
 TU1599.The orthometric height was scaled from a topographic map.
 TU1599
 TU1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1599
 TU1599.The geoid height was determined by GEOID03.
 TU1599
 TU1599;                    North         East     Units Scale Factor Converg.
 TU1599;SPC HI 3     -    45,003.120   471,753.463   MT  0.99999985   -0 06 01.0
 TU1599;UTM  04      - 2,385,729.842   575,293.109   MT  0.99967005   +0 16 02.7
 TU1599
 TU1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1599!SPC HI 3     -   0.99998232  x   0.99999985  =   0.99998217
 TU1599!UTM  04      -   0.99998232  x   0.99967005  =   0.99965238
 TU1599
 TU1599|---------------------------------------------------------------------|
 TU1599| PID    Reference Object                     Distance      Geod. Az  |
 TU1599|                                                           dddmmss.s |
 TU1599| TU1598 KPH SEISMOMETER 1965                 12.588 METERS 02800     |
 TU1599| TU1702 KEPUHI NEW                          APPROX.10.9 KM 1521914.3 |
 TU1599|---------------------------------------------------------------------|
 TU1599
 TU1599                          SUPERSEDED SURVEY CONTROL
 TU1599
 TU1599  NAD 83(1986)-  21 34 22.38731(N)    158 16 21.85839(W) AD(       ) 3
 TU1599  OLD HI      -  21 34 33.77400(N)    158 16 31.81100(W) AD(       ) 3
 TU1599
 TU1599.Superseded values are not recommended for survey control.
 TU1599.NGS no longer adjusts projects to the OLD HI datum.
 TU1599.See file dsdata.txt to determine how the superseded data were derived.
 TU1599
 TU1599_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7529385730(NAD 83)
 TU1599_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1599_SETTING: 66 = SET IN ROCK OUTCROP
 TU1599
 TU1599  HISTORY     - Date     Condition        Report By
 TU1599  HISTORY     - 1965     MONUMENTED       CGS
 TU1599
 TU1599                          STATION DESCRIPTION
 TU1599
 TU1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1599'STATION IS LOCATED AT THE NORTHWEST TIP OF OAHU, ABOUT 1/2-MILE
 TU1599'EAST-SOUTHEAST OF THE KAENA POINT LIGHT, AT ABOUT 270 FEET
 TU1599'ELEVATION, ON STEEP SLOPE OF END OF THE HIGH RIDGE, IN FRONT OF
 TU1599'ENTRANCE TO OLD TUNNEL.
 TU1599'
 TU1599'TO REACH STATION FROM WAIALUA HIGH SCHOOL IN WAIALUA, GO WEST ON
 TU1599'STATE HIGHWAY 99 FOR 6.5 MILES TO CAMP ERDMAN ON RIGHT.  CONTINUE
 TU1599'ON THE HIGHWAY, WHICH LATER BECOMES ROUGH DIRT ROAD, FOR 3.2 MILES
 TU1599'TO FORK, 0.2 MILE BEFORE REACHING OLD BEACH HOME ON RIGHT.  TAKE
 TU1599'LEFT FORK AND GO UPGRADE FOR 0.2 MILE TO END OF TRUCK TRAVEL AT
 TU1599'BEGINNING OF DIM TRAIL ON LEFT.  WALK UP TRAIL ABOUT 1/4-MILE TO
 TU1599'STATION IN FRONT OF TUNNEL AND JUST BELOW OLD, CONCRETE
 TU1599'FOUNDATION.
 TU1599'
 TU1599'STATION MARK IS A STANDARD DISK STAMPED KPH 1965, CEMENTED IN A
 TU1599'DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 14 INCHES
 TU1599'SOUTHWEST OF SOUTHWEST CORNER OF THE CONCRETE WALK LEADING TO
 TU1599'TUNNEL DOOR AND 3 FEET NORTHEAST OF EDGE WHERE HILL DROPS DOWN
 TU1599'FROM EDGE OF TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1598 ***********************************************************************
 TU1598  DESIGNATION -  KPH SEISMOMETER 1965
 TU1598  PID         -  TU1598
 TU1598  STATE/COUNTY-  HI/HONOLULU
 TU1598  USGS QUAD   -  
 TU1598
 TU1598                         *CURRENT SURVEY CONTROL
 TU1598  ___________________________________________________________________
 TU1598* NAD 83(1993)-  21 34 22.79929(N)    158 16 21.64012(W)     ADJUSTED  
 TU1598* LOCAL TIDAL -                                                        
 TU1598  ___________________________________________________________________
 TU1598  EPOCH DATE  -        1993.62
 TU1598  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 TU1598  GEOID HEIGHT-          14.48  (meters)                     GEOID03
 TU1598
 TU1598  HORZ ORDER  -  THIRD
 TU1598
 TU1598.The horizontal coordinates were established by classical geodetic methods
 TU1598.and adjusted by the National Geodetic Survey in December 1998..
 TU1598.No horizontal observational check was made to the station.
 TU1598.The horizontal coordinates are valid at the epoch date displayed above.
 TU1598.The epoch date for horizontal control is a decimal equivalence
 TU1598.of Year/Month/Day.
 TU1598
 TU1598
 TU1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1598
 TU1598.The geoid height was determined by GEOID03.
 TU1598
 TU1598;                    North         East     Units Scale Factor Converg.
 TU1598;SPC HI 3     -    45,014.224   471,759.394   MT  0.99999985   -0 06 00.9
 TU1598;UTM  04      - 2,385,740.980   575,298.966   MT  0.99967006   +0 16 02.8
 TU1598
 TU1598                          SUPERSEDED SURVEY CONTROL
 TU1598
 TU1598  NAD 83(1986)-  21 34 22.74866(N)    158 16 21.65294(W) AD(       ) 4
 TU1598  OLD HI      -  21 34 34.13600(N)    158 16 31.60600(W) AD(       ) 3
 TU1598
 TU1598.Superseded values are not recommended for survey control.
 TU1598.NGS no longer adjusts projects to the OLD HI datum.
 TU1598.See file dsdata.txt to determine how the superseded data were derived.
 TU1598
 TU1598_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7529985741(NAD 83)
 TU1598
 TU1598  HISTORY     - Date     Condition        Report By
 TU1598  HISTORY     - 1965     MONUMENTED       CGS
 TU1598
 TU1598                          STATION DESCRIPTION
 TU1598
 TU1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU1598'SEE STATION KPH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3244 ***********************************************************************
 TU3244  DESIGNATION -  KUAHUA SHIPWRECK STERNHSE FP
 TU3244  PID         -  TU3244
 TU3244  STATE/COUNTY-  HI/MAUI
 TU3244  USGS QUAD   -  
 TU3244
 TU3244                         *CURRENT SURVEY CONTROL
 TU3244  ___________________________________________________________________
 TU3244* NAD 83(1993)-  20 55 16.85857(N)    156 54 37.38761(W)     ADJUSTED  
 TU3244* LOCAL TIDAL -                                                        
 TU3244  ___________________________________________________________________
 TU3244  EPOCH DATE  -        1993.62
 TU3244  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 TU3244  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU3244
 TU3244  HORZ ORDER  -  THIRD
 TU3244
 TU3244.The horizontal coordinates were established by classical geodetic methods
 TU3244.and adjusted by the National Geodetic Survey in December 1998..
 TU3244.The horizontal coordinates are valid at the epoch date displayed above.
 TU3244.The epoch date for horizontal control is a decimal equivalence
 TU3244.of Year/Month/Day.
 TU3244
 TU3244
 TU3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3244
 TU3244.The geoid height was determined by GEOID03.
 TU3244
 TU3244;                    North         East     Units Scale Factor Converg.
 TU3244;SPC HI 2     -    65,117.675   474,647.998   MT  0.99997461   -0 05 13.3
 TU3244;UTM  04      - 2,314,858.762   717,320.860   MT  1.00018368   +0 44 47.3
 TU3244
 TU3244                          SUPERSEDED SURVEY CONTROL
 TU3244
 TU3244  NAD 83(1986)-  20 55 16.81119(N)    156 54 37.35217(W) AD(       ) 4
 TU3244  OLD HI      -  20 55 28.21200(N)    156 54 47.39100(W) AD(       ) 3
 TU3244
 TU3244.Superseded values are not recommended for survey control.
 TU3244.NGS no longer adjusts projects to the OLD HI datum.
 TU3244.See file dsdata.txt to determine how the superseded data were derived.
 TU3244
 TU3244_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1732114859(NAD 83)
 TU3244
 TU3244  HISTORY     - Date     Condition        Report By
 TU3244  HISTORY     - 1962     MONUMENTED       CGS
 TU3244
 TU3244                          STATION DESCRIPTION
 TU3244
 TU3244'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3244'STATION IS A LARGE GREY TRANSPORT SHIP, AGROUND IN SHALLOW WATER
 TU3244'AND SETTING IN AN EAST-WEST DIRECTION, ABOUT 1/4 MILE NORTHEAST
 TU3244'FROM THE MOUTH OF KUAHUA GULCH AND 1 MILE WEST OF STATION GIL 2
 TU3244'1962.  POINT INTERSECTED WAS FLAGPOLE ON STERNHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1460 ***********************************************************************
 TU1460  DESIGNATION -  KUALOA 1927
 TU1460  PID         -  TU1460
 TU1460  STATE/COUNTY-  HI/HONOLULU
 TU1460  USGS QUAD   -  KAHANA (1983)
 TU1460
 TU1460                         *CURRENT SURVEY CONTROL
 TU1460  ___________________________________________________________________
 TU1460* NAD 83(1993)-  21 31 39.37098(N)    157 50 34.35368(W)     ADJUSTED  
 TU1460* LOCAL TIDAL -       496.     (meters)    1627.     (feet)  SCALED    
 TU1460  ___________________________________________________________________
 TU1460  EPOCH DATE  -        1993.62
 TU1460  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 TU1460  GEOID HEIGHT-          15.07  (meters)                     GEOID03
 TU1460
 TU1460  HORZ ORDER  -  SECOND
 TU1460
 TU1460.The horizontal coordinates were established by classical geodetic methods
 TU1460.and adjusted by the National Geodetic Survey in December 1998..
 TU1460.The horizontal coordinates are valid at the epoch date displayed above.
 TU1460.The epoch date for horizontal control is a decimal equivalence
 TU1460.of Year/Month/Day.
 TU1460
 TU1460.The orthometric height was scaled from a topographic map.
 TU1460
 TU1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1460
 TU1460.The geoid height was determined by GEOID03.
 TU1460
 TU1460;                    North         East     Units Scale Factor Converg.
 TU1460;SPC HI 3     -    39,971.234   516,277.998   MT  0.99999327   +0 03 27.6
 TU1460;UTM  04      - 2,380,984.818   619,836.834   MT  0.99977745   +0 25 28.8
 TU1460
 TU1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1460!SPC HI 3     -   0.99991968  x   0.99999327  =   0.99991295
 TU1460!UTM  04      -   0.99991968  x   0.99977745  =   0.99969715
 TU1460
 TU1460                          SUPERSEDED SURVEY CONTROL
 TU1460
 TU1460  NAD 83(1986)-  21 31 39.32082(N)    157 50 34.36326(W) AD(       ) 2
 TU1460  OLD HI      -  21 31 50.73500(N)    157 50 44.26700(W) AD(       ) 2
 TU1460
 TU1460.Superseded values are not recommended for survey control.
 TU1460.NGS no longer adjusts projects to the OLD HI datum.
 TU1460.See file dsdata.txt to determine how the superseded data were derived.
 TU1460
 TU1460_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1983780985(NAD 83)
 TU1460_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1460_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1460_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1460
 TU1460  HISTORY     - Date     Condition        Report By
 TU1460  HISTORY     - 1927     MONUMENTED       CGS
 TU1460  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1460  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1460
 TU1460                          STATION DESCRIPTION
 TU1460
 TU1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1460'ON EAST COAST OF OAHU, ABOUT 2-1/2 MILES NORTH-NORTHEAST OF
 TU1460'WAIKANE ON THE MOST EASTERLY OF THE HIGH PEAKS ALONG THE RIDGE
 TU1460'DIVIDING THE KUALOA AND KAAAWA DISTRICTS, AND ABOUT 1/2 MILE
 TU1460'FROM SHORE.  MARKED ACCORDING TO NOTE 6A, STANDARD DISK IN
 TU1460'TILE.  REFERENCE MARK IS STANDARD REFERENCE DISK IN TILE,
 TU1460'NOTE 13A, SET 5.785 METERS (18.98 FEET) FROM STATION IN AZIMUTH
 TU1460'32 DEG 42 MIN.  RE-MARKED ACCORDING TO NOTE 14E IN 1929.
 TU1460
 TU1460                          STATION RECOVERY (1933)
 TU1460
 TU1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1460'RECOVERED IN GOOD CONDITION.  MARKED WITH 4 IN X 4 IN, 7 FEET
 TU1460'LONG, HELD IN PLACE WITH 4 GUYS, SET ON CONCRETE BLOCK 12 BY
 TU1460'12 INCHES EXTENDING 18 INCHES ABOVE GROUND WITH SOIL PIPE SET
 TU1460'IN CENTER.  THE BEST ROUTE TO REACH THE STATION IS FOUND 1/2 MILE
 TU1460'SE AND FOLLOWS THE RIDGES.
 TU1460
 TU1460                          STATION RECOVERY (1965)
 TU1460
 TU1460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1460'STATION WAS NOT VISITED.  IT IS LOCATED ON A PEAK NEAR THE
 TU1460'NORTHEAST END OF PUU KANEHOALANI, A VERY RUGGED RIDGE THAT
 TU1460'IS BORDERED BY SHEER CLIFFS AND EXTREMELY STEEP RIDGES.  THE HILL
 TU1460'IS COMPOSED OF A TYPE OF SOFT, OR ROTTEN, ROCK, AS ARE MOST OF
 TU1460'THE MOUNTAINS ON OAHU, MAKING CLIMBING EXTREMELY HAZARDOUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1027 ***********************************************************************
 TU1027  DESIGNATION -  KUAPA
 TU1027  PID         -  TU1027
 TU1027  STATE/COUNTY-  HI/HONOLULU
 TU1027  USGS QUAD   -  KOKO HEAD (1983)
 TU1027
 TU1027                         *CURRENT SURVEY CONTROL
 TU1027  ___________________________________________________________________
 TU1027* NAD 83(1993)-  21 17 21.43992(N)    157 42 18.29498(W)     ADJUSTED  
 TU1027* LOCAL TIDAL -        50.     (meters)     164.     (feet)  VERT ANG  
 TU1027  ___________________________________________________________________
 TU1027  EPOCH DATE  -        1993.62
 TU1027  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 TU1027  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU1027
 TU1027  HORZ ORDER  -  SECOND
 TU1027
 TU1027.The horizontal coordinates were established by classical geodetic methods
 TU1027.and adjusted by the National Geodetic Survey in December 1998..
 TU1027.The horizontal coordinates are valid at the epoch date displayed above.
 TU1027.The epoch date for horizontal control is a decimal equivalence
 TU1027.of Year/Month/Day.
 TU1027
 TU1027.The orthometric height was determined by vertical angle observations.
 TU1027.No vertical observational check was made to the station.
 TU1027
 TU1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1027
 TU1027.The geoid height was determined by GEOID03.
 TU1027
 TU1027;                    North         East     Units Scale Factor Converg.
 TU1027;SPC HI 3     -    13,605.191   530,603.072   MT  1.00000157   +0 06 25.5
 TU1027;UTM  04      - 2,354,715.767   634,326.756   MT  0.99982297   +0 28 12.8
 TU1027
 TU1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1027!SPC HI 3     -   0.99998971  x   1.00000157  =   0.99999128
 TU1027!UTM  04      -   0.99998971  x   0.99982297  =   0.99981268
 TU1027
 TU1027:                Primary Azimuth Mark                     Grid Az
 TU1027:SPC HI 3     -  MAUNALUA                                 008 36 11.8
 TU1027:UTM  04      -  MAUNALUA                                 008 14 24.5
 TU1027
 TU1027|---------------------------------------------------------------------|
 TU1027| PID    Reference Object                     Distance      Geod. Az  |
 TU1027|                                                           dddmmss.s |
 TU1027| TU1048 MAUNALUA                            APPROX. 0.8 KM 0084237.3 |
 TU1027| CJ8752 KUAPA RM 1                            6.949 METERS 01412     |
 TU1027| CJ8753 KUAPA RM 2                            4.449 METERS 11829     |
 TU1027| TU1020 LUNALILO HOME WATER TANK            APPROX. 1.2 KM 1333825.0 |
 TU1027|---------------------------------------------------------------------|
 TU1027
 TU1027                          SUPERSEDED SURVEY CONTROL
 TU1027
 TU1027  NAD 83(1986)-  21 17 21.38943(N)    157 42 18.30317(W) AD(       ) 2
 TU1027  OLD HI      -  21 17 32.78939(N)    157 42 28.17336(W) AD(       ) 2
 TU1027
 TU1027.Superseded values are not recommended for survey control.
 TU1027.NGS no longer adjusts projects to the OLD HI datum.
 TU1027.See file dsdata.txt to determine how the superseded data were derived.
 TU1027
 TU1027_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3432754716(NAD 83)
 TU1027_MARKER: Z = SEE DESCRIPTION
 TU1027_SETTING: 0 = UNSPECIFIED SETTING
 TU1027
 TU1027  HISTORY     - Date     Condition        Report By
 TU1027  HISTORY     - 1928     MONUMENTED       CGS
 TU1027  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1027  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1027  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1027  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1027
 TU1027                          STATION DESCRIPTION
 TU1027
 TU1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1027'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN A DRILLED HOLE
 TU1027'IN BEDROCK ON SUMMIT OF KNOLL AT S END OF RIDGE JUST E OF THE
 TU1027'KAMAHAMEHA SCHOOL AND N OF KUAPA POND.
 TU1027
 TU1027                          STATION RECOVERY (1931)
 TU1027
 TU1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1027'ON THE N SIDE OF KUAPA POND, ON THE E ONE OF TWO RIDGES
 TU1027'(KALUANUI RIDGE) LEADING DOWN TO THE LAKE ON A KNOB AT THE N
 TU1027'END OF THE RIDGE.  MARKED BY NOTE 14A.
 TU1027
 TU1027                          STATION RECOVERY (1962)
 TU1027
 TU1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU1027'THE STATION WAS RECOVERED.
 TU1027'
 TU1027'IT LIES ON THE SOUTH END OF KALUANUI RIDGE, NORTH OF KUAPA POND,
 TU1027'ON A BRUSH COVERED RIDGE AND EAST OF A SMALL PARK.  IT IS MARKED
 TU1027'BY A TYPE A, HAWAIIAN TERRITORY SURVEY MONUMENT.  THE DISK
 TU1027'WAS NOT EXAMINED.
 TU1027'
 TU1027'TO REACH THE STATION FROM HONOLULU POST OFFICE, GO EAST ALONG
 TU1027'KALANIANAOLE HIGHWAY 10.7 MI TO LUNALILO HOME ROAD, JUST
 TU1027'EAST OF KUAPA POND.  TURN LEFT (NORTH) ON LUNALILO HOME ROAD FOR
 TU1027'1.3 MILES.  TURN LEFT (WEST) ACROSS LEVEE FOR 0.35 MILES TO THE
 TU1027'WEST SIDE OF KUAPA POND.  TURN LEFT (SOUTH) FOR 0.4 MILE TO A
 TU1027'JEEP TRAIL LEADING WEST.  FOLLOW TRAIL ABOUT 0.1 MILE TO FORK.
 TU1027'FROM HERE, STATION LIES DIRECTLY WEST ON RIDGE.
 TU1027
 TU1027                          STATION RECOVERY (1963)
 TU1027
 TU1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1027'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO
 TU1027'REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1027'
 TU1027'STATION IS LOCATED ABOUT 3-1/4 MILES AIRLINE EAST-NORTHEAST OF
 TU1027'AINA HAINA, ON A HILL OF ABOUT 165 FEET ELEVATION ON THE EXTREME
 TU1027'SOUTH END OF KALUANUI RIDGE.
 TU1027'
 TU1027'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TU1027'WEST HIND DRIVE AND KALIANAOLE HIGHWAY IN AINA HAINA, GO
 TU1027'EASTERLY ON KALANIANAOLE HIGHWAY FOR 4.4 MILES.  TURN LEFT AND
 TU1027'GO NORTHEAST ON LUNALILO HOME ROAD FOR 1.4 MILES.  TURN LEFT AND
 TU1027'GO WEST ON GRAVELED ROAD FOR 0.35 MILE.  TAKE LEFT FORK, STRAIGHT
 TU1027'AHEAD THROUGH GATE, FOR 0.05 MILE TO FORK IN KAISER EQUIPMENT
 TU1027'YARD.  TAKE LEFT FORK AND GO SOUTHWEST FOR 0.35 MILE TO FORK
 TU1027'AT END OF POWER LINE.  TAKE RIGHT FORK, AROUND END OF RIDGE, FOR
 TU1027'0.2 MILE TO TRACK ROAD T-INTERSECTION AND END OF TRUCK
 TU1027'TRAVEL.  PACK WESTERLY ABOUT 125 YARDS TO TOP OF HILL AND
 TU1027'STATION.
 TU1027'
 TU1027'STATION MARK IS A TERRITORY OF HAWAII SURVEY DISK, UNSTAMPED,
 TU1027'CEMENTED IN A DRILL HOLE IN FLAT BEDROCK.  IT IS ABOUT 0.2 MILE
 TU1027'NORTHWEST OF THE NORTHWEST SIDE OF KUAPA POND AND 135 FEET SOUTH
 TU1027'OF A POWER LINE POLE THAT SETS ON THE RIDGE.
 TU1027'
 TU1027'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KUAPA NO
 TU1027'1 1928, CEMENTED IN A DRILL HOLE IN A LOW, BEDROCK LEDGE.  IT IS
 TU1027'6 FEET EAST OF CREST OF HILL, 10 FEET NORTH OF A GROUP OF BOULDERS
 TU1027'THAT ARE ABOUT 4 FEET HIGHER THAN THE MARK, AND IS ABOUT 1
 TU1027'FOOT LOWER THAN STATION MARK.
 TU1027'
 TU1027'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KUAPA NO 2
 TU1027'1928, CEMENTED IN A DRILL HOLE IN THE CENTER OF A LARGE, BLACK,
 TU1027'BEDROCK OUTCROP ABOUT 16 FEET LONG, 6 FEET WIDE, AND PROJECTING
 TU1027'3 FEET ABOVE GROUND.  THE MARK IS ABOUT 6 INCHES LOWER THAN
 TU1027'STATION MARK.
 TU1027'
 TU1027'NOTE--A HAWAII TERRITORIAL SURVEY TYPE A SIGNAL IS CENTERED
 TU1027'OVER THE STATION MARK.  THE FLOOR OF THE SIGNAL IS 3-1/2 FEET ABOVE
 TU1027'GROUND.
 TU1027
 TU1027                          STATION RECOVERY (1969)
 TU1027
 TU1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1027'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1027'DESCRIBED AND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 TU1027'REFERENCE MARKS 1 AND 2 WERE NOT CHECKED AT THIS TIME.
 TU1027'
 TU1027'A GEODIMETER TRAVERSE WAS MADE BETWEEN KUAPA 1928 AND KUPAUA 1928.
 TU1027'
 TU1027'GEODIMETER DISTANCE 2,757.919 METERS OR (9,048.18 FT)
 TU1027'
 TU1027'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1027'3-1/4 MILES EAST-NORTHEAST OF AINA HAINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2254 ***********************************************************************
 TU2254  DESIGNATION -  KUHIO BAY RANGE FRONT LIGHT
 TU2254  PID         -  TU2254
 TU2254  STATE/COUNTY-  HI/HAWAII
 TU2254  USGS QUAD   -  HILO (1995)
 TU2254
 TU2254                         *CURRENT SURVEY CONTROL
 TU2254  ___________________________________________________________________
 TU2254* NAD 83(1993)-  19 43 56.83697(N)    155 03 12.07994(W)     ADJUSTED  
 TU2254* LOCAL TIDAL -                                                        
 TU2254  ___________________________________________________________________
 TU2254  EPOCH DATE  -        1993.62
 TU2254  LAPLACE CORR-         -17.38  (seconds)                    DEFLEC99
 TU2254  GEOID HEIGHT-          17.53  (meters)                     GEOID03
 TU2254
 TU2254  HORZ ORDER  -  THIRD
 TU2254
 TU2254.The horizontal coordinates were established by classical geodetic methods
 TU2254.and adjusted by the National Geodetic Survey in December 1998..
 TU2254.The horizontal coordinates are valid at the epoch date displayed above.
 TU2254.The epoch date for horizontal control is a decimal equivalence
 TU2254.of Year/Month/Day.
 TU2254
 TU2254
 TU2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2254
 TU2254.The geoid height was determined by GEOID03.
 TU2254
 TU2254;                    North         East     Units Scale Factor Converg.
 TU2254;SPC HI 1     -    99,586.976   546,817.310   MT  0.99999375   +0 09 02.9
 TU2254;UTM  05      - 2,183,177.455   284,811.911   MT  1.00017238   -0 41 36.7
 TU2254
 TU2254                          SUPERSEDED SURVEY CONTROL
 TU2254
 TU2254  NAD 83(1986)-  19 43 56.80438(N)    155 03 12.09831(W) AD(       ) 4
 TU2254  OLD HI      -  19 44 07.74840(N)    155 03 22.06996(W) AD(       ) 3
 TU2254
 TU2254.Superseded values are not recommended for survey control.
 TU2254.NGS no longer adjusts projects to the OLD HI datum.
 TU2254.See file dsdata.txt to determine how the superseded data were derived.
 TU2254
 TU2254_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8481283177(NAD 83)
 TU2254
 TU2254  HISTORY     - Date     Condition        Report By
 TU2254  HISTORY     - 1976     MONUMENTED       NGS
 TU2254
 TU2254                          STATION DESCRIPTION
 TU2254
 TU2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2254'LOCATED IN THE CITY OF HILO, AT KUHIO WHARF PIER 1 ON THE
 TU2254'WESTERN SHORE OF KUHIO BAY.  STATION IS LOCATED IN AN UNLOADING
 TU2254'AREA FOR CONTAINER SHIPS.
 TU2254'
 TU2254'THE STATION IS THE METAL POLE THAT SUPPORTS A GREEN DIRECTIONAL
 TU2254'NAVIGATION LIGHT 70 FEET ABOVE THE GROUND.  A DAYMARK IS
 TU2254'DISPLAYED IN FRONT OF THE LIGHT.
 TU2254'
 TU2254'STATION KUHIO BAY RANGE FRONT LIGHT 1975 AS DESCRIBED IN 1975
 TU2254'BY R.B.M. HAS BEEN RELOCATED 80 METERS EAST.  IT SHOULD BE NOTED
 TU2254'THAT THIS DESCRIPTION IS FOR THE 1976 POSITION, AND A RECOVERY
 TU2254'NOTE FOR THE 1975 POSITION HAS BEEN SUBMITTED STATING KUHIO BAY
 TU2254'RANGE FRONT LIGHT HAS BEEN DESTROYED.  IT SHOULD BE NOTED THAT
 TU2254'THIS STATION IS LISTED AS HILO HARBOR RANGE FRONT LIGHT IN THE
 TU2254'1976 COAST GUARD LIGHT LIST VOL. III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2267 ***********************************************************************
 TU2267  DESIGNATION -  KUHIO BAY RANGE FRONT LT
 TU2267  PID         -  TU2267
 TU2267  STATE/COUNTY-  HI/HAWAII
 TU2267  USGS QUAD   -  HILO (1995)
 TU2267
 TU2267                         *CURRENT SURVEY CONTROL
 TU2267  ___________________________________________________________________
 TU2267* NAD 83(1993)-  19 43 57.17248(N)    155 03 14.78056(W)     ADJUSTED  
 TU2267* LOCAL TIDAL -                                                        
 TU2267  ___________________________________________________________________
 TU2267  EPOCH DATE  -        1993.62
 TU2267  LAPLACE CORR-         -17.38  (seconds)                    DEFLEC99
 TU2267  GEOID HEIGHT-          17.55  (meters)                     GEOID03
 TU2267
 TU2267  HORZ ORDER  -  THIRD
 TU2267
 TU2267.The horizontal coordinates were established by classical geodetic methods
 TU2267.and adjusted by the National Geodetic Survey in December 1998..
 TU2267.The horizontal coordinates are valid at the epoch date displayed above.
 TU2267.The epoch date for horizontal control is a decimal equivalence
 TU2267.of Year/Month/Day.
 TU2267
 TU2267
 TU2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2267
 TU2267.The geoid height was determined by GEOID03.
 TU2267
 TU2267;                    North         East     Units Scale Factor Converg.
 TU2267;SPC HI 1     -    99,597.086   546,738.648   MT  0.99999366   +0 09 02.0
 TU2267;UTM  05      - 2,183,188.725   284,733.393   MT  1.00017280   -0 41 37.7
 TU2267
 TU2267                          SUPERSEDED SURVEY CONTROL
 TU2267
 TU2267  NAD 83(1986)-  19 43 57.14002(N)    155 03 14.79889(W) AD(       ) 4
 TU2267  OLD HI      -  19 44 08.08175(N)    155 03 24.76742(W) AD(       ) 3
 TU2267
 TU2267.Superseded values are not recommended for survey control.
 TU2267.NGS no longer adjusts projects to the OLD HI datum.
 TU2267.See file dsdata.txt to determine how the superseded data were derived.
 TU2267
 TU2267_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8473383189(NAD 83)
 TU2267_MARKER: 14 = NAVIGATION LIGHT
 TU2267
 TU2267  HISTORY     - Date     Condition        Report By
 TU2267  HISTORY     - 1975     FIRST OBSERVED   NGS
 TU2267
 TU2267                          STATION DESCRIPTION
 TU2267
 TU2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2267'LOCATED IN THE CITY OF HILO, ON THE WEST SHORE OF KUHIO BAY, ON PIER
 TU2267'NO. 1 (KUHIO WHARF), ON THE WEST SIDE OF THE ROOF OF THE TRANSIT
 TU2267'SHED ON THE PIER AND ABOUT 70 FEET ABOVE SEA LEVEL.
 TU2267'
 TU2267'THE STATION IS THE SPINDLE THAT SUPPORTS A GREEN, DIRECTIONAL
 TU2267'NAVIGATIONAL LIGHT.  A DAYMARK (RANGE MARKER) IS DISPLAYED IN FRONT
 TU2267'OF THE LIGHT.  DESIGNATED AS NO. 3676 IN THE PUBLICATION LIGHT LIST,
 TU2267'VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2253 ***********************************************************************
 TU2253  DESIGNATION -  KUHIO BAY RANGE REAR LIGHT
 TU2253  PID         -  TU2253
 TU2253  STATE/COUNTY-  HI/HAWAII
 TU2253  USGS QUAD   -  HILO (1995)
 TU2253
 TU2253                         *CURRENT SURVEY CONTROL
 TU2253  ___________________________________________________________________
 TU2253* NAD 83(1993)-  19 43 55.06048(N)    155 02 57.50818(W)     ADJUSTED  
 TU2253* LOCAL TIDAL -                                                        
 TU2253  ___________________________________________________________________
 TU2253  EPOCH DATE  -        1993.62
 TU2253  LAPLACE CORR-         -17.40  (seconds)                    DEFLEC99
 TU2253  GEOID HEIGHT-          17.43  (meters)                     GEOID03
 TU2253
 TU2253  HORZ ORDER  -  THIRD
 TU2253
 TU2253.The horizontal coordinates were established by classical geodetic methods
 TU2253.and adjusted by the National Geodetic Survey in December 1998..
 TU2253.The horizontal coordinates are valid at the epoch date displayed above.
 TU2253.The epoch date for horizontal control is a decimal equivalence
 TU2253.of Year/Month/Day.
 TU2253
 TU2253
 TU2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2253
 TU2253.The geoid height was determined by GEOID03.
 TU2253
 TU2253;                    North         East     Units Scale Factor Converg.
 TU2253;SPC HI 1     -    99,533.471   547,241.743   MT  0.99999424   +0 09 07.8
 TU2253;UTM  05      - 2,183,117.690   285,235.585   MT  1.00017013   -0 41 31.8
 TU2253
 TU2253                          SUPERSEDED SURVEY CONTROL
 TU2253
 TU2253  NAD 83(1986)-  19 43 55.02776(N)    155 02 57.52639(W) AD(       ) 4
 TU2253  OLD HI      -  19 44 05.97370(N)    155 03 07.49327(W) AD(       ) 3
 TU2253
 TU2253.Superseded values are not recommended for survey control.
 TU2253.NGS no longer adjusts projects to the OLD HI datum.
 TU2253.See file dsdata.txt to determine how the superseded data were derived.
 TU2253
 TU2253_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8523683118(NAD 83)
 TU2253
 TU2253  HISTORY     - Date     Condition        Report By
 TU2253  HISTORY     - 1975     MONUMENTED       NGS
 TU2253  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU2253
 TU2253                          STATION DESCRIPTION
 TU2253
 TU2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2253'LOCATED IN THE CITY OF HILO, ALONG THE SOUTH SHORE OF PUHI BAY,
 TU2253'ABOUT 225 YARDS EAST-SOUTHEAST OF THE INSHORE END OF THE HILO
 TU2253'HARBOR BREAKWATER.
 TU2253'
 TU2253'THE STATION IS THE SPINDLE THAT SUPPORTS A GREEN, DIRECTIONAL,
 TU2253'NAVIGATIONAL LIGHT ON A TALL, SLENDER, SKELETON TOWER.  THE
 TU2253'LIGHT IS ABOUT 125 FEET ABOVE SEA LEVEL.  DESIGNATED AS NO. 3677
 TU2253'IN THE PUBLICATION LIGHT LIST, VOLUME III, PACIFIC COAST AND
 TU2253'PACIFIC ISLANDS, 1975.
 TU2253
 TU2253                          STATION RECOVERY (1976)
 TU2253
 TU2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2253'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1975.  IT SHOULD
 TU2253'BE NOTED THAT STATION IS LISTED AS HILO HARBOR RANGE REAR LIGHT
 TU2253'IN THE 1976 LIGHT LIST VOL. NO. 3.
 TU2253'
 TU2253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2253'LOCATED IN HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3441 ***********************************************************************
 TU3441  DESIGNATION -  KUIKUI 1925
 TU3441  PID         -  TU3441
 TU3441  STATE/COUNTY-  HI/MAUI
 TU3441  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3441
 TU3441                         *CURRENT SURVEY CONTROL
 TU3441  ___________________________________________________________________
 TU3441* NAD 83(1993)-  21 08 16.72843(N)    157 10 02.48367(W)     ADJUSTED  
 TU3441* LOCAL TIDAL -       437.     (meters)    1434.     (feet)  SCALED    
 TU3441  ___________________________________________________________________
 TU3441  EPOCH DATE  -        1993.62
 TU3441  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 TU3441  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU3441
 TU3441  HORZ ORDER  -  THIRD
 TU3441
 TU3441.The horizontal coordinates were established by classical geodetic methods
 TU3441.and adjusted by the National Geodetic Survey in December 1998..
 TU3441.The horizontal coordinates are valid at the epoch date displayed above.
 TU3441.The epoch date for horizontal control is a decimal equivalence
 TU3441.of Year/Month/Day.
 TU3441
 TU3441.The orthometric height was scaled from a topographic map.
 TU3441
 TU3441.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3441
 TU3441.The geoid height was determined by GEOID03.
 TU3441
 TU3441;                    North         East     Units Scale Factor Converg.
 TU3441;SPC HI 2     -    89,164.340   447,992.302   MT  1.00000008   -0 10 50.0
 TU3441;UTM  04      - 2,338,516.244   690,313.040   MT  1.00004760   +0 39 39.9
 TU3441
 TU3441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3441!SPC HI 2     -   0.99992883  x   1.00000008  =   0.99992891
 TU3441!UTM  04      -   0.99992883  x   1.00004760  =   0.99997643
 TU3441
 TU3441                          SUPERSEDED SURVEY CONTROL
 TU3441
 TU3441  NAD 83(1986)-  21 08 16.68495(N)    157 10 02.43682(W) AD(       ) 3
 TU3441  OLD HI      -  21 08 28.13300(N)    157 10 12.59000(W) AD(       ) 3
 TU3441
 TU3441.Superseded values are not recommended for survey control.
 TU3441.NGS no longer adjusts projects to the OLD HI datum.
 TU3441.See file dsdata.txt to determine how the superseded data were derived.
 TU3441
 TU3441_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9031338516(NAD 83)
 TU3441
 TU3441  HISTORY     - Date     Condition        Report By
 TU3441  HISTORY     - 1925     MONUMENTED       CGS
 TU3441  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3441
 TU3441                          STATION DESCRIPTION
 TU3441
 TU3441'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3441'A SEARCH WAS MADE BUT NO MARK COULD BE RECOVERED.  THE HILL NOW
 TU3441'HAS AN F.A.A. OMNI-RANGE INSTALLATION ON THE SUMMIT AND THE
 TU3441'STATION IS BELIEVED TO HAVE BEEN DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2674 ***********************************************************************
 TU2674  DESIGNATION -  KUILEI 1877
 TU2674  PID         -  TU2674
 TU2674  STATE/COUNTY-  HI/HAWAII
 TU2674  USGS QUAD   -  KUKUIHAELE (1995)
 TU2674
 TU2674                         *CURRENT SURVEY CONTROL
 TU2674  ___________________________________________________________________
 TU2674* NAD 83(1993)-  20 05 03.03636(N)    155 30 02.03015(W)     ADJUSTED  
 TU2674* LOCAL TIDAL -       437.6    (meters)    1436.     (feet)  VERT ANG  
 TU2674  ___________________________________________________________________
 TU2674  EPOCH DATE  -        1993.62
 TU2674  LAPLACE CORR-          -8.87  (seconds)                    DEFLEC99
 TU2674  GEOID HEIGHT-          20.57  (meters)                     GEOID03
 TU2674
 TU2674  HORZ ORDER  -  SECOND
 TU2674
 TU2674.The horizontal coordinates were established by classical geodetic methods
 TU2674.and adjusted by the National Geodetic Survey in December 1998..
 TU2674.The horizontal coordinates are valid at the epoch date displayed above.
 TU2674.The epoch date for horizontal control is a decimal equivalence
 TU2674.of Year/Month/Day.
 TU2674
 TU2674.The orthometric height was determined by vertical angle observations.
 TU2674
 TU2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2674
 TU2674.The geoid height was determined by GEOID03.
 TU2674
 TU2674;                    North         East     Units Scale Factor Converg.
 TU2674;SPC HI 1     -   138,460.806   499,941.020   MT  0.99996667   -0 00 00.7
 TU2674;UTM  05      - 2,222,756.756   238,503.395   MT  1.00044524   -0 51 33.1
 TU2674
 TU2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2674!SPC HI 1     -   0.99992799  x   0.99996667  =   0.99989466
 TU2674!UTM  05      -   0.99992799  x   1.00044524  =   1.00037319
 TU2674
 TU2674:                Primary Azimuth Mark                     Grid Az
 TU2674:SPC HI 1     -  HONOKAA SUGAR CO MILL STACK              073 14 26.3
 TU2674:UTM  05      -  HONOKAA SUGAR CO MILL STACK              074 05 58.7
 TU2674
 TU2674|---------------------------------------------------------------------|
 TU2674| PID    Reference Object                     Distance      Geod. Az  |
 TU2674|                                                           dddmmss.s |
 TU2674| TU2664 HONOKAA SUGAR CO MILL STACK         APPROX. 3.6 KM 0731425.6 |
 TU2674|---------------------------------------------------------------------|
 TU2674
 TU2674                          SUPERSEDED SURVEY CONTROL
 TU2674
 TU2674  NAD 83(1986)-  20 05 03.02330(N)    155 30 02.02741(W) AD(       ) 2
 TU2674  OLD HI      -  20 05 14.05000(N)    155 30 12.02500(W) AD(       ) 2
 TU2674
 TU2674.Superseded values are not recommended for survey control.
 TU2674.NGS no longer adjusts projects to the OLD HI datum.
 TU2674.See file dsdata.txt to determine how the superseded data were derived.
 TU2674
 TU2674_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3850322757(NAD 83)
 TU2674
 TU2674  HISTORY     - Date     Condition        Report By
 TU2674  HISTORY     - 1877     MONUMENTED       COASUR
 TU2674  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2674  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU2674  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2674  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2674
 TU2674                          STATION DESCRIPTION
 TU2674
 TU2674'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2674'ON THE NORTHERN COAST OF HAWAII, IN THE NORTHERN PART OF
 TU2674'KAMAKUA, LAND OF KAWELA, A LITTLE WEST OF KUILEI GULCH, AND
 TU2674'A SHORT DISTANCE ABOVE THE TRAIL TO WAIMEA, ON A NOT VERY
 TU2674'PRONOUNCED HILL DIRECTLY INSHORE FROM KAMAKAMAKA POINT.  THE
 TU2674'POINT, STATION KAMAKAMAKA, AND THIS STATION ARE ABOUT IN LINE
 TU2674'ON BEARING N. 6 DEG W.  STATION IS 3,150 METERS FROM THE
 TU2674'POINT, ABOUT 1/2 MILE ABOVE THE GOVERNMENT ROAD, AND ABOUT
 TU2674'MIDWAY BETWEEN THE POST OFFICES OF HONOKAA AND
 TU2674'KUKUIHAELE.  FROM THE STATION THE INSHORE (LEFT) TANGENT OF
 TU2674'THE ISLAND OFF KOHALA COAST, ABOUT 15 MILES DISTANT, AND THE
 TU2674'BASE OF THE CLIFFS BETWEEN WAIPIO AND WAIMANU ARE ON RANGE,
 TU2674'AND BEAR N. 70 DEG W.  ALSO HONOKAA MILL AND PLANTATION CAMP
 TU2674'NEW STABLES ON MAIN ROAD WEST OF HONOKAA POST OFFICE ARE
 TU2674'ON RANGE, AND BEAR N. 61 DEG E.  TO REACH STATION START AT
 TU2674'PLANTATION CAMP AND GO WEST ALONG GOVERNMENT ROAD A
 TU2674'SHORT DISTANCE, TURNING UP HILL AT FIRST ROAD, A PRIVATE
 TU2674'PLANTATION ROAD, INTO FIELD 10, WHICH NAME IS MARKED ON
 TU2674'GATE.  KEEP TO THIS ROAD FOR 200 METERS, THEN TURN TO THE
 TU2674'RIGHT ALONG THE FIRST TRAIL BRANCHING OFF, FOLLOWING IT
 TU2674'FOR ABOUT 375 METERS, OR UNTIL THE ISLAND RANGE PREVIOUSLY
 TU2674'DESCRIBED IS REACHED, THEN TURN LEFT INTO THE CANE FIELD, 100
 TU2674'METERS TO TOP OF HILL.  STATION MARKED BY AN
 TU2674'EQUILATERAL TRIANGLE OF WHITE CONCRETE ABOUT 2.8 FEET ON
 TU2674'SIDE.  IN ITS CENTER IS A TABLET OF THE UNITED STATES
 TU2674'GEOLOGICAL SURVEY, ALONGSIDE OF WHICH A CAST-IRON PIPE 5
 TU2674'INCHES IN DIAMETER AND 2 FEET HIGH IS SET IN THE CONCRETE.
 TU2674'STATION WAS COVERED BY A LARGE PILE OF STONES.  THE
 TU2674'OLD MARK WAS A COPPER TRIANGLE UNDERGROUND AND CYLINDRICAL
 TU2674'BLOCK OF CONCRETE WITH DRILL HOLE IN CENTER, THE LETTERS H.
 TU2674'G. S. 1881 IN ITS TOP.
 TU2674
 TU2674                          STATION RECOVERY (1932)
 TU2674
 TU2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU2674'STATION NOT VISITED, BUT SIGNAL ERECTED BY HAWAIIAN GOVERNMENT
 TU2674'SURVEY PLAINLY VISIBLE.
 TU2674
 TU2674                          STATION RECOVERY (1948)
 TU2674
 TU2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2674'IN 1881 THE ORIGINAL STATION, CONSISTING OF A CYLINDRICAL
 TU2674'CONCRETE BLOCK, ENCASED IN CORRUGATED IRON, STAMPED
 TU2674'H. G. S. 1881, WAS ESTABLISHED.  THE SUBSURFACE MARK WAS A
 TU2674'COPPER TRIANGLE.  IN 1899 J. S. EMERSON RESET THIS POST AND
 TU2674'MADE NOTE THAT SOME UNCERTAINTY EXISTS WHETHER THIS POST IS IN
 TU2674'THE EXACT SPOT IT ORIGINALLY OCCUPIED.  IN 1913 E. R. HAND
 TU2674'OF THE U.S. COAST AND GEODETIC SURVEY REPORTED THE STATION AS
 TU2674'BEING A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 TU2674'CONCRETE TRIANGLE WHICH WAS 2.8 FEET ON EACH SIDE.  IN 1929 THE
 TU2674'HAWAII TERRITORY SURVEY SURROUNDED THIS STATION WITH A
 TU2674'SQUARE SLAB OF CONCRETE WHICH IS 5-1/2 FEET ON EACH SIDE AND
 TU2674'PROJECTS ABOUT 18 INCHES ABOVE THE SOIL.  A 2-1/2 INCH IRON
 TU2674'PIPE WAS REPORTED TO HAVE BEEN CENTERED OVER THE GEOLOGICAL
 TU2674'DISK.  THE CENTER OF THIS PIPE WAS USED AS THE 1948
 TU2674'STATION.  A NEW DESCRIPTION FOLLOWS--
 TU2674'
 TU2674'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL KNOLL IN A
 TU2674'SUGAR CANE FIELD ABOUT 7 MILES EAST SOUTHEAST OF THE MOUTH OF
 TU2674'WAIPIO CANYON, ABOUT 1.3 MILES WEST OF HONOKAA, ABOUT 2 MILES
 TU2674'SOUTH OF KAMAKAMAKA POINT, ABOUT 0.6 MILE SOUTH SOUTHWEST OF
 TU2674'THE NEW STABLES CAMP, ABOUT 0.3 MILE SOUTHEAST OF A LINE OF
 TU2674'TREES AND ABOUT 100 METERS SOUTHWEST OF A DIRT ROAD.
 TU2674'
 TU2674'TO REACH FROM THE POST OFFICE IN HONOKAA.  GO NORTH ON THE ROAD
 TU2674'WHICH LEADS TOWARD KUKUIHAELE FOR 2.2 MILES.  TURN LEFT, ONTO A DIRT
 TU2674'ROAD AND GO UP GRADE, WESTERLY, FOR 0.15 MILE.  TAKE THE RIGHT HAND
 TU2674'FORK AND GO WESTERLY FOR 0.5 MILE TO THE TOP OF A SMALL HILL AND
 TU2674'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHERLY, THROUGH
 TU2674'THE CANE FIELD, FOR ABOUT 100 METERS TO THE HIGH GROUND AND THE
 TU2674'STATION.
 TU2674'
 TU2674'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2674'ABOUT 18 INCHES FROM THE TOP OF A SQUARE CONCRETE PLATFORM WHICH
 TU2674'IS ABOUT 5-1/2 FEET ON EACH SIDE AND PROJECTS ABOUT 18 INCHES ABOVE
 TU2674'THE GROUND.
 TU2674'
 TU2674'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED
 TU2674'BY A. O. BURKLAND IN DECEMBER 1911.  REMARKED BY BRONZE
 TU2674'CENTERED OVER MARK IN ORIGINAL ROCK MARKING STATION.  STAMPED
 TU2674'ELEV. 1431.
 TU2674'
 TU2674'IN 1899 J. S. EMERSON FOUND THE CONCRETE POST AND RESET IT
 TU2674'IN CONCRETE.  SOME UNCERTAINTY EXISTED AS TO WHETHER IT WAS SET
 TU2674'EXACTLY IN THE POSITION OF THE OLD STATION.
 TU2674
 TU2674                          STATION RECOVERY (1966)
 TU2674
 TU2674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2674'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2674'DESCRIPTION FOLLOWS--
 TU2674'
 TU2674'STATION IS LOCATED ABOUT 2 MILES WEST OF HONOKAA, ON A RISE
 TU2674'AT ABOUT 1436 FEET ELEVATION IN A CANE FIELD AND ABOUT 175
 TU2674'FEET NORTH FROM THE EAST END OF A MACADAM LANDING STRIP.
 TU2674'
 TU2674'TO REACH STATION FROM THE POST OFFICE IN HONOKAA, GO WEST
 TU2674'ON MAMANE ST. FOR 2.4 MILES TO CROSSROAD.  TURN LEFT AND GO
 TU2674'UPGRADE FOR 0.55 MILE.  TAKE RIGHT FORK AND GO 0.25 MILE TO
 TU2674'EAST END OF THE LANDING STRIP JUST AFTER CROSSING KEAAKAUKAU
 TU2674'GULCH, AND END OF TRUCK TRAVEL.  WALK NORTH DOWN ALONG CREST
 TU2674'OF RISE ABOUT 60 YARDS FROM EDGE OF CUTBANK TO STATION.
 TU2674'
 TU2674'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, NO STAMPING IS
 TU2674'VISIBLE, SET IN CONCRETE.  A TYPE B-1 SIGNAL IS CENTERED
 TU2674'OVER THE MARK, WITH THE 6-FOOT-SQUARE, CONCRETE PLATFORM
 TU2674'EXTENDING 1 FOOT ABOVE GROUND.  SUGAR CANE IS PLANTED NEARLY
 TU2674'UP TO THE STATION ON ALL SIDES AND NO REFERENCE MARKS ARE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2615 ***********************************************************************
 TU2615  DESIGNATION -  KUILI RESET
 TU2615  PID         -  TU2615
 TU2615  STATE/COUNTY-  HI/HAWAII
 TU2615  USGS QUAD   -  MAKALAWENA (1996)
 TU2615
 TU2615                         *CURRENT SURVEY CONTROL
 TU2615  ___________________________________________________________________
 TU2615* NAD 83(1993)-  19 48 00.72496(N)    156 00 34.75534(W)     ADJUSTED  
 TU2615* LOCAL TIDAL -       104.1    (meters)     342.     (feet)  VERT ANG  
 TU2615  ___________________________________________________________________
 TU2615  EPOCH DATE  -        1993.62
 TU2615  LAPLACE CORR-          16.85  (seconds)                    DEFLEC99
 TU2615  GEOID HEIGHT-          18.78  (meters)                     GEOID03
 TU2615
 TU2615  HORZ ORDER  -  SECOND
 TU2615
 TU2615.The horizontal coordinates were established by classical geodetic methods
 TU2615.and adjusted by the National Geodetic Survey in December 1998..
 TU2615.The horizontal coordinates are valid at the epoch date displayed above.
 TU2615.The epoch date for horizontal control is a decimal equivalence
 TU2615.of Year/Month/Day.
 TU2615
 TU2615.The orthometric height was determined by vertical angle observations.
 TU2615
 TU2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2615
 TU2615.The geoid height was determined by GEOID03.
 TU2615
 TU2615;                    North         East     Units Scale Factor Converg.
 TU2615;SPC HI 1     -   107,105.216   446,600.432   MT  1.00000190   -0 10 21.5
 TU2615;UTM  04      - 2,192,143.158   813,308.920   MT  1.00081350   +1 00 49.6
 TU2615;UTM  05      - 2,192,179.098   184,666.619   MT  1.00082923   -1 01 13.2
 TU2615
 TU2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2615!SPC HI 1     -   0.99998068  x   1.00000190  =   0.99998258
 TU2615!UTM  04      -   0.99998068  x   1.00081350  =   1.00079417
 TU2615!UTM  05      -   0.99998068  x   1.00082923  =   1.00080990
 TU2615
 TU2615|---------------------------------------------------------------------|
 TU2615| PID    Reference Object                     Distance      Geod. Az  |
 TU2615|                                                           dddmmss.s |
 TU2615| CN5487 KUILI RM 1                            6.745 METERS 07005     |
 TU2615| TU2634 KE AHOLE AIRPORT AERO BEACON        APPROX. 8.0 KM 2042206.4 |
 TU2615| TU2622 KEAHOLE POINT LIGHTHOUSE            APPROX. 9.6 KM 2135616.2 |
 TU2615| CN5489 KUILI RM 3                            3.545 METERS 26003     |
 TU2615| CN5488 KUILI RM 2 SQUARE                     7.175 METERS 31853     |
 TU2615|---------------------------------------------------------------------|
 TU2615
 TU2615                          SUPERSEDED SURVEY CONTROL
 TU2615
 TU2615  NAD 83(1986)-  19 48 00.72748(N)    156 00 34.77326(W) AD(       ) 2
 TU2615  OLD HI      -  19 48 11.67400(N)    156 00 44.80200(W) AD(       ) 2
 TU2615
 TU2615.Superseded values are not recommended for survey control.
 TU2615.NGS no longer adjusts projects to the OLD HI datum.
 TU2615.See file dsdata.txt to determine how the superseded data were derived.
 TU2615
 TU2615_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1330992143(NAD 83)
 TU2615
 TU2615  HISTORY     - Date     Condition        Report By
 TU2615  HISTORY     - 1948     MONUMENTED       CGS
 TU2615  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2615  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2615  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2615  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2615  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2615  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2615
 TU2615                          STATION DESCRIPTION
 TU2615
 TU2615'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2615'ON THE NORTHWEST COAST OF NORTH KONA, IN THE LAND OF AWAKEE, 6
 TU2615'MILES NORTHEAST OF KEAHOLE POINT, THE MOST WESTERLY POINT OF
 TU2615'HAWAII.  ABOUT 3,800 METERS NORTH OF THE LAVA FLOW OF 1801, ON THE
 TU2615'SUMMIT OF THE WELL-KNOWN KUILI HILL.  SEEN FROM KAWAIHAE THIS HILL
 TU2615'APPEARS TO BE THE EXTREME END OF THE POINT.  IT IS A SYMMETRICAL
 TU2615'SUGAR-LOAF HILL, AND IS CONNECTED BY A LOW SADDLE TO ANOTHER
 TU2615'HILL TO THE SOUTHWEST.  MARKED BY A SQUARE HOLE INSIDE A
 TU2615'TRIANGLE CUT IN A STONE SET FLUSH WITH THE SURFACE OF THE
 TU2615'GROUND.  THE UNDERGROUND MARK PLACED WHEN THE STATION WAS
 TU2615'ESTABLISHED, A COPPER TRIANGLE, WAS NOT SEARCHED FOR IN
 TU2615'1913.  REFERENCE MARK IS NEAR EDGE OF GRAVE, WHITE CEMENT,
 TU2615'BEARING N. 50 DEG W. ABOUT 6 METERS.
 TU2615
 TU2615                          STATION RECOVERY (1948)
 TU2615
 TU2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2615'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A
 TU2615'STANDARD DISK WAS SET IN THE CENTER OF THE ORIGINAL DRILL HOLE
 TU2615'AND ONE REFERENCE MARK WAS ESTABLISHED.  A NEW DESCRIPTION
 TU2615'FOLLOWS--
 TU2615'
 TU2615'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT HILL, NAMED
 TU2615'KUILI, ABOUT 11 MILES NORTH OF KAILUA, ABOUT 12 MILES NORTHWEST OF
 TU2615'THE SUMMIT OF HUALALAI VOLCANO, ABOUT 7 MILES SOUTHWEST OF KIHOLO
 TU2615'BAY, ABOUT 6 MILES NORTH NORTHWEST OF THE KEAHOLE POINT LIGHTHOUSE
 TU2615'AND ABOUT 0.3 MILE EAST OF THE BEACH.
 TU2615'
 TU2615'THE STATION IS BEST REACHED, BY BOAT, FROM KAILUA.  A LANDING
 TU2615'CAN BE MADE IN A SMALL COVE AT THE FOOT OF THE HILL.  WATER IS
 TU2615'AVAILABLE AT A CISTERN ABOUT 1 MILE SOUTH OF THE STATION AT
 TU2615'MAKALAWENA.  THIS IS ABOUT A THIRTY MINUTE PACK.
 TU2615'
 TU2615'THE STATION IS A STANDARD DISK, STAMPED KUILI 1 1948, SET INTO
 TU2615'A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 INCHES BELOW THE
 TU2615'SURFACE OF THE GROUND.
 TU2615'
 TU2615'REFERENCE MARK NUMBER 1 IS A STANDARD AZIMUTH DISK, STAMPED
 TU2615'KUILI 1 1948, SET IN THE TOP OF A 2 INCH PIPE WHICH PROJECTS
 TU2615'ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2615'
 TU2615'REFERENCE MARK NUMBER 2 IS A CHISELED SQUARE IN A FLAT ROCK WHICH
 TU2615'IS FLUSH WITH THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE
 TU2615'STATION.
 TU2615
 TU2615                          STATION RECOVERY (1967)
 TU2615
 TU2615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2615'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN GOOD
 TU2615'CONDITION.  REFERENCE MARK NUMBER TWO, A CHISELED SQUARE, WAS NOT
 TU2615'FOUND, AND IS BELIEVED DESTROYED.  A NEW REFERENCE MARK, NUMBER
 TU2615'THREE, WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2615'
 TU2615'STATION IS LOCATED ABOUT 11 MILES NORTH OF KAILUA-KONA, 6 MILES
 TU2615'NORTHEAST OF KEAHOLE POINT LIGHTHOUSE, 1/3-MILE SOUTHEAST OF THE
 TU2615'SEACOAST, AND 4 MILES NORTHWEST OF STATE HIGHWAY 19, ON THE SUMMIT
 TU2615'OF A BARE HILL OF ABOUT 342 FEET ELEVATION, NAMED KUILI.
 TU2615'
 TU2615'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON
 TU2615'STATE HIGHWAY 19 FOR 6.4 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2615'20.  CONTINUE ON STATE HIGHWAY 19 FOR 24.0 MILES TO TRACK ROAD
 TU2615'RIGHT, AT POWER POLE 281, BELOW THE HUALALAI RANCH GARAGE.  TURN
 TU2615'RIGHT AND GO 1.0 MILE TO FORK.  TAKE LEFT FORK AND FOLLOW ROCKY
 TU2615'ROAD DOWNSLOPE FOR 1.9 MILES TO FORK.  TAKE LEFT FORK, STRAIGHT
 TU2615'AHEAD, AND GO 1.5 MILES TO END OF TRUCK TRAVEL AT WEST BASE OF
 TU2615'HILL.  PACK NORTHEAST UPHILL ABOUT 350 YARDS TO STATION ON NORTH
 TU2615'POINT OF HILL.  A 4-WHEEL-DRIVE VEHICLE SHOULD BE USED AS
 TU2615'THE ROAD LEADING FROM HIGHWAY IS VERY ROUGH AND ROCKY.
 TU2615'
 TU2615'STATION MARK IS A STANDARD DISK STAMPED KUILI 1948, CEMENTED IN
 TU2615'A DRILL HOLE IN A ROCK 2 INCHES BELOW GROUND LEVEL.  THERE IS A
 TU2615'TALL WOODEN TARGET AND CAIRN CENTERED OVER THE MARK.
 TU2615'
 TU2615'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KUILI 1
 TU2615'1948, CEMENTED IN A DRILL HOLE IN THE TOP OF AN 8-INCH ROCK
 TU2615'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 0.65 FOOT HIGHER THAN
 TU2615'STATION MARK.
 TU2615'
 TU2615'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KUILI HGS
 TU2615'1882 NO 3 1967, CEMENTED IN A DRILL HOLE IN A ROCK PROJECTING 1
 TU2615'INCH ABOVE GROUND.  IT IS 0.46 FOOT LOWER THAN STATION MARK.
 TU2615
 TU2615                          STATION RECOVERY (1971)
 TU2615
 TU2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2615'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2615'CONDITION.  THE DISTANCES AND DIRECTIONS TO RM 1 AND RM 3 DISAGREED
 TU2615'WITH THE 1967 OBSERVATIONS BY +0.022M, +0.019M AND -0 MIN 56 SEC,
 TU2615'+2 MIN 49 SEC RESPECTIVELY.  THE TO REACH HAS CHANGED AND THE
 TU2615'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 TU2615'
 TU2615'THE STATION IS 9.5 MILES NORTH OF KAILUA-KONA AND ON THE HIGHEST
 TU2615'POINT OF PUU KUILI.
 TU2615'
 TU2615'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 11
 TU2615'AND 19, IN KAILUA-KONA, GO NORTHEAST ON STATE HIGHWAY 19 FOR
 TU2615'7.5 MILES TO A ONE LANE PAVED ROAD ON THE LEFT.  THIS ROAD LEADS
 TU2615'TO KONA VILLAGE RESORT.  TURN LEFT AND GO NORTH-NORTHWEST ON THE
 TU2615'ONE LANE ROAD FOR 1.95 MILES TO A TRACK ROAD ON THE LEFT.  TURN
 TU2615'LEFT AND GO NORTHWEST FOR 2.6 MILES TO A LOCKED CABLE GATE.  THE
 TU2615'KEY CAN BE OBTAINED FROM MR. KAWAHARA OF WM. KAWAHARA REALTY,
 TU2615'KAILUA-KONA (PHONE 329-2006).  CONTINUE WESTERLY FOR 0.15 MILE
 TU2615'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.35 MILE TO THE HIGHEST
 TU2615'POINT OF PUU KUILI AND THE STATION.  THIS LAST 0.35 MILE REQUIRES
 TU2615'A 4-WHEEL DRIVE VEHICLE.
 TU2615'
 TU2615'THE STATION MARK IS A STANDARD TRIANGULATION DISK, STAMPED KUILI
 TU2615'1 1948, CEMENTED IN A ROCK 2 INCHES BELOW THE GROUND.  THERE IS
 TU2615'A RED AND WHITE WOODEN TARGET CENTERED OVER THE MARK.
 TU2615'
 TU2615'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK, STAMPED KUILI 1
 TU2615'1948, CEMENTED IN AN 8 INCH ROCK PROJECTING 6 INCHES ABOVE
 TU2615'GROUND LEVEL.  IT IS 1/2 FOOT HIGHER THAN THE STATION.
 TU2615'
 TU2615'REFERENCE MARK 3 IS A STANDARD REFERENCE DISK, STAMPED KUILI HGS
 TU2615'1882 NO. 3 1967, CEMENTED IN A ROCK PROJECTING 1 INCH ABOVE
 TU2615'GROUND LEVEL.  IT IS 1/2 FOOT LOWER THAN THE STATION.
 TU2615'
 TU2615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2615'9.5 MILES NORTH OF KAILUA-KONA.
 TU2615
 TU2615                          STATION RECOVERY (1972)
 TU2615
 TU2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2615'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 3 WERE RECOVERED
 TU2615'AS DESCRIBED BY D.M. WHIPP (1967) IN GOOD CONDITION.  A NEW
 TU2615'TO-REACH FOLLOWS--
 TU2615'
 TU2615'TO REACH STATION FROM JUNCTION OF STATE HWYS 19 AND 18, TRAVEL
 TU2615'NORTH ON HWY 19 FOR ABOUT 3.8 MILES TO THE ENTRANCE TO KONA VILLAGE
 TU2615'ON THE LEFT.  TURN LEFT AND TRAVEL NORTHWEST DOWN THE PAVED ROAD
 TU2615'TOWARD THE SEA FOR ABOUT 2.4 MILES TO A LAVA TRACK ROAD ON THE
 TU2615'LEFT.  TURN LEFT AND CONTINUE DOWN SLOPE TO A LOCKED GATE
 TU2615'APPROXIMATELY 0.2 MILE BEFORE REACHING THE PROMINENT PUU NEAR
 TU2615'THE SHORE.  PASS THROUGH GATE AND CONTINUE AHEAD FOR 0.1 MILE TO
 TU2615'A FORK.  TAKE RIGHT FORK AND TRAVEL UPGRADE TO THE STATION ON
 TU2615'THE NORTHWESTERN KNOLL OF THE PUU.  A 4-WHEEL DRIVE VEHICLE IS
 TU2615'REQUIRED FOR TRAVEL OVER THE LAVA TRACK ROAD.
 TU2615'
 TU2615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2615'9.6 NM N OF KAILUA KONA.
 TU2615
 TU2615                          STATION RECOVERY (1978)
 TU2615
 TU2615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2615'TO REACH FROM THE INTERSECTION OF PALANI RD. AND KUAKINI HWY., GO
 TU2615'E. ON PALANI FOR 0.3 MI TO JUNCTION OF THE QUEEN KAAHUMANU
 TU2615'HWY. (19), TURN LEFT AND GO 11.6 MI N. ALONG HWY. 19 TO A SIDE
 TU2615'RD. ON LEFT, TURN LEFT AND GO 0.3 MI TO A LOCKED GATE (KEY MAY BE
 TU2615'OBTAINED FROM MR. FRANCIS YOUNG OF KEAUHOU), CONTINUE 0.1 MI TO A
 TU2615'RD. FORK, TAKE RIGHT FORK AND GO 0.2 MI UP STEEP RD. TO TOP OF
 TU2615'HILL AND STATION.
 TU2615'
 TU2615'RM. NO 3 WAS RECOVERED IN GOOD CONDITION.  STATION MARK COULD NOT
 TU2615'BE RECOVERED AS THE STATE SURVEY OFFICE HAS BUILT A 7 FT TRIANGULAR
 TU2615'CONCRETE PLATFORM, PIER AND METAL TARGET OVER THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1491 ***********************************************************************
 TU1491  DESIGNATION -  KUILIMA
 TU1491  PID         -  TU1491
 TU1491  STATE/COUNTY-  HI/HONOLULU
 TU1491  USGS QUAD   -  KAHUKU (1983)
 TU1491
 TU1491                         *CURRENT SURVEY CONTROL
 TU1491  ___________________________________________________________________
 TU1491* NAD 83(1993)-  21 42 24.58796(N)    157 59 57.60915(W)     ADJUSTED  
 TU1491* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1491  ___________________________________________________________________
 TU1491  EPOCH DATE  -        1993.62
 TU1491  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 TU1491  GEOID HEIGHT-          13.01  (meters)                     GEOID03
 TU1491
 TU1491  HORZ ORDER  -  THIRD
 TU1491
 TU1491.The horizontal coordinates were established by classical geodetic methods
 TU1491.and adjusted by the National Geodetic Survey in December 1998..
 TU1491.The horizontal coordinates are valid at the epoch date displayed above.
 TU1491.The epoch date for horizontal control is a decimal equivalence
 TU1491.of Year/Month/Day.
 TU1491
 TU1491.The orthometric height was scaled from a topographic map.
 TU1491
 TU1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1491
 TU1491.The geoid height was determined by GEOID03.
 TU1491
 TU1491;                    North         East     Units Scale Factor Converg.
 TU1491;SPC HI 3     -    59,807.774   500,068.718   MT  0.99999000   +0 00 00.9
 TU1491;UTM  04      - 2,400,712.042   603,504.197   MT  0.99973237   +0 22 12.5
 TU1491
 TU1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1491!SPC HI 3     -   0.99999780  x   0.99999000  =   0.99998780
 TU1491!UTM  04      -   0.99999780  x   0.99973237  =   0.99973017
 TU1491
 TU1491|---------------------------------------------------------------------|
 TU1491| PID    Reference Object                     Distance      Geod. Az  |
 TU1491|                                                           dddmmss.s |
 TU1491| CJ8754 KUILIMA RM 1                         16.440 METERS 01114     |
 TU1491| TU1483 RADIO CORP POWER PLANT CHIMNEY      APPROX. 2.7 KM 0914304.1 |
 TU1491| TU1494 LAK                                 APPROX. 4.8 KM 1820831.8 |
 TU1491| CJ8755 KUILIMA RM 2                         16.530 METERS 18904     |
 TU1491|---------------------------------------------------------------------|
 TU1491
 TU1491                          SUPERSEDED SURVEY CONTROL
 TU1491
 TU1491  NAD 83(1986)-  21 42 24.54014(N)    157 59 57.61997(W) AD(       ) 3
 TU1491  OLD HI      -  21 42 35.97500(N)    158 00 07.54300(W) AD(       ) 3
 TU1491
 TU1491.Superseded values are not recommended for survey control.
 TU1491.NGS no longer adjusts projects to the OLD HI datum.
 TU1491.See file dsdata.txt to determine how the superseded data were derived.
 TU1491
 TU1491_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFK0350400712(NAD 83)
 TU1491_MARKER: Z = SEE DESCRIPTION
 TU1491_SETTING: 0 = UNSPECIFIED SETTING
 TU1491
 TU1491  HISTORY     - Date     Condition        Report By
 TU1491  HISTORY     - 1932     MONUMENTED       CGS
 TU1491  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1491
 TU1491                          STATION DESCRIPTION
 TU1491
 TU1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1491'ABOUT 1 MILE WSW OF KAHUKU POINT, 230 METERS NW OF THE MOUTH OF
 TU1491'KUILIMA STREAM, ON A LONG, NARROW, ROCKY POINT, 12 METERS N OF
 TU1491'THE GRASS LINE.
 TU1491'
 TU1491'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE
 TU1491'IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 TU1491'
 TU1491'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1491
 TU1491                          STATION RECOVERY (1964)
 TU1491
 TU1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1491'STATION HAS BEEN DESTROYED.  THE ONLY MARK RECOVERED WAS
 TU1491'REFERENCE MARK NUMBER ONE.
 TU1491'
 TU1491'THE CORRECT POINT FOR THE STATION WAS DETERMINED BY
 TU1491'SETTING A THEODOLITE AT THE DISTANCE OF REFERENCE MARK NUMBER ONE,
 TU1491'AND ON THE OLD ANGLE TIP-OPANA.  THE CORAL ROCK APPEARS TO BE
 TU1491'BROKEN OFF.  THE DISTANCE AND ANGLE FOR REFERENCE MARK NUMBER
 TU1491'TWO WAS THEN LAID OFF FROM THIS POINT AND A SEARCH MADE, BUT
 TU1491'IT WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1752 ***********************************************************************
 TU1752  DESIGNATION -  KUKII POINT LIGHT
 TU1752  PID         -  TU1752
 TU1752  STATE/COUNTY-  HI/KAUAI
 TU1752  USGS QUAD   -  LIHUE (1996)
 TU1752
 TU1752                         *CURRENT SURVEY CONTROL
 TU1752  ___________________________________________________________________
 TU1752* NAD 83(1993)-  21 57 23.96598(N)    159 20 52.59897(W)     ADJUSTED  
 TU1752* LOCAL TIDAL -                                                        
 TU1752  ___________________________________________________________________
 TU1752  EPOCH DATE  -        1993.62
 TU1752  LAPLACE CORR-         -11.93  (seconds)                    DEFLEC99
 TU1752  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU1752
 TU1752  HORZ ORDER  -  THIRD
 TU1752
 TU1752.The horizontal coordinates were established by classical geodetic methods
 TU1752.and adjusted by the National Geodetic Survey in December 1998..
 TU1752.The horizontal coordinates are valid at the epoch date displayed above.
 TU1752.The epoch date for horizontal control is a decimal equivalence
 TU1752.of Year/Month/Day.
 TU1752
 TU1752
 TU1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1752
 TU1752.The geoid height was determined by GEOID03.
 TU1752
 TU1752;                    North         East     Units Scale Factor Converg.
 TU1752;SPC HI 4     -    13,663.169   515,706.236   MT  0.99999305   +0 03 24.7
 TU1752;UTM  04      - 2,428,070.320   464,073.847   MT  0.99961595   -0 07 48.4
 TU1752
 TU1752                          SUPERSEDED SURVEY CONTROL
 TU1752
 TU1752  NAD 83(1986)-  21 57 23.94788(N)    159 20 52.64875(W) AD(       ) 4
 TU1752  OLD HI      -  21 57 35.26800(N)    159 21 02.70300(W) AD(       ) 3
 TU1752
 TU1752.Superseded values are not recommended for survey control.
 TU1752.NGS no longer adjusts projects to the OLD HI datum.
 TU1752.See file dsdata.txt to determine how the superseded data were derived.
 TU1752
 TU1752_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6407428070(NAD 83)
 TU1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1752+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 TU1752
 TU1752  HISTORY     - Date     Condition        Report By
 TU1752  HISTORY     - 1927     MONUMENTED       CGS
 TU1752  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1752  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1752  HISTORY     - 1988     GOOD             USPSQD
 TU1752  HISTORY     - 19970608 GOOD             USPSQD
 TU1752  HISTORY     - 19980811 GOOD             USPSQD
 TU1752  HISTORY     - 20040426 GOOD             USPSQD
 TU1752  HISTORY     - 20050926 GOOD             USPSQD
 TU1752
 TU1752                          STATION DESCRIPTION
 TU1752
 TU1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1752'ON SOUTHEAST COAST OF KAUAI, AT THE NORTH SIDE OF THE ENTRANCE
 TU1752'TO NAWILIWILI HARBOR.  A PYRAMIDAL WHITE CONCRETE TOWER, ABOUT
 TU1752'22 FEET IN HEIGHT.
 TU1752
 TU1752                          STATION RECOVERY (1965)
 TU1752
 TU1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1752'STATION WAS RECOVERED AS DESCRIBED IN 1927.  IT IS LOCATED ON
 TU1752'NORTH SIDE OF NAWILIWILI BAY, OPPOSITE OFFSHORE END OF
 TU1752'BREAKWATER, ON KUKII POINT.  A PYRAMIDAL, WHITE, CONCRETE TOWER
 TU1752'ABOUT 22 FEET TALL.
 TU1752'
 TU1752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1752'AT NAWILIWILI.
 TU1752
 TU1752                          STATION RECOVERY (1966)
 TU1752
 TU1752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1752'STATION WAS RECOVERED.  IT IS A WHITE, PYRAMIDAL, CONCRETE
 TU1752'TOWER, 22 FEET TALL, LOCATED ON POINT ON NORTH SIDE OF ENTRANCE
 TU1752'TO NAWILIWILI HARBOR.
 TU1752
 TU1752                          STATION RECOVERY (1988)
 TU1752
 TU1752'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1752'RECOVERED IN GOOD CONDITION.
 TU1752
 TU1752                          STATION RECOVERY (1997)
 TU1752
 TU1752'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1752'RECOVERED IN GOOD CONDITION.
 TU1752
 TU1752                          STATION RECOVERY (1998)
 TU1752
 TU1752'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1752'RECOVERED IN GOOD CONDITION.
 TU1752
 TU1752                          STATION RECOVERY (2004)
 TU1752
 TU1752'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 TU1752'RECOVERED IN GOOD CONDITION.
 TU1752
 TU1752                          STATION RECOVERY (2005)
 TU1752
 TU1752'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2512 ***********************************************************************
 TU2512  DESIGNATION -  KUKU 1972
 TU2512  PID         -  TU2512
 TU2512  STATE/COUNTY-  HI/HAWAII
 TU2512  USGS QUAD   -  KAULUOA POINT (1996)
 TU2512
 TU2512                         *CURRENT SURVEY CONTROL
 TU2512  ___________________________________________________________________
 TU2512* NAD 83(1993)-  19 18 23.27744(N)    155 53 14.11501(W)     ADJUSTED  
 TU2512* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2512  ___________________________________________________________________
 TU2512  EPOCH DATE  -        1993.62
 TU2512  LAPLACE CORR-          26.04  (seconds)                    DEFLEC99
 TU2512  GEOID HEIGHT-          19.38  (meters)                     GEOID03
 TU2512
 TU2512  HORZ ORDER  -  THIRD
 TU2512
 TU2512.The horizontal coordinates were established by classical geodetic methods
 TU2512.and adjusted by the National Geodetic Survey in December 1998..
 TU2512.The horizontal coordinates are valid at the epoch date displayed above.
 TU2512.The epoch date for horizontal control is a decimal equivalence
 TU2512.of Year/Month/Day.
 TU2512
 TU2512.The orthometric height was scaled from a topographic map.
 TU2512
 TU2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2512
 TU2512.The geoid height was determined by GEOID03.
 TU2512
 TU2512;                    North         East     Units Scale Factor Converg.
 TU2512;SPC HI 1     -    52,416.155   459,301.571   MT  0.99998713   -0 07 40.9
 TU2512;UTM  05      - 2,137,266.927   196,576.431   MT  1.00073820   -0 57 19.2
 TU2512
 TU2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2512!SPC HI 1     -   0.99999680  x   0.99998713  =   0.99998393
 TU2512!UTM  05      -   0.99999680  x   1.00073820  =   1.00073499
 TU2512
 TU2512                          SUPERSEDED SURVEY CONTROL
 TU2512
 TU2512  NAD 83(1986)-  19 18 23.27730(N)    155 53 14.15487(W) AD(       ) 3
 TU2512  OLD HI      -  19 18 34.12009(N)    155 53 24.20427(W) AD(       ) 3
 TU2512
 TU2512.Superseded values are not recommended for survey control.
 TU2512.NGS no longer adjusts projects to the OLD HI datum.
 TU2512.See file dsdata.txt to determine how the superseded data were derived.
 TU2512
 TU2512_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9657637267(NAD 83)
 TU2512_MARKER: Z = SEE DESCRIPTION
 TU2512_SETTING: 0 = UNSPECIFIED SETTING
 TU2512
 TU2512  HISTORY     - Date     Condition        Report By
 TU2512  HISTORY     - 1972     MONUMENTED       NGS
 TU2512
 TU2512                          STATION DESCRIPTION
 TU2512
 TU2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2512'STATION IS LOCATED IN A LAVA FLOW ON THE WESTERN COAST OF HAWAII
 TU2512'ISLAND ABOUT 11.5 MILES SOUTH KEALAKEKUA BAY 6.5 MILES SOUTH
 TU2512'OF THE TOWN OF KEALIA.
 TU2512'
 TU2512'TO REACH STATION FROM KAELIA, TRAVEL SOUTH ON STATE HIGHWAY 11
 TU2512'TO ALAE SCHOOL, CONTINUE SOUTH FOR ABOUT 1.1 MILES TO THE PEBBLE
 TU2512'BEACH ESTATES ROAD ON THE RIGHT.  TURN RIGHT AND TRAVEL DOWN THE
 TU2512'PAVED SIDEROAD TO THE BEACH AND THE END OF TRUCK TRAVEL.  PACK
 TU2512'SOUTHERLY ACROSS THE END OF A SMALL BAY AND CONTINUE ALONG THE
 TU2512'SHORELINE FOR APPROXIMATELY 1/2 MILE TO A POINT WEST OF TWIN
 TU2512'LAVA PROTRUSIONS RISING ABOUT 3 FEET ABOVE THE SURROUNDING LAVA
 TU2512'FLOW AND 200 FEET INSHORE TO THE SEA BLUFF.  PACK EASTERLY TO
 TU2512'THE LAVA PROTRUSIONS AND THE STATION.
 TU2512'
 TU2512'STATION IS A STANDARD TRAVERSE DISK STAMPED KUKU 1972 CEMENTED
 TU2512'IN A DRILL HOLE ATOP THE WESTERN LAVA PROTRUSION, AND IS
 TU2512'SURROUNDED ON THE SOUTH AND EAST BY LOW BRUSH.
 TU2512'
 TU2512'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED NO. 1 1972
 TU2512'CEMENTED IN A DRILL HOLE IN LAVA ROCK APPROXIMATELY FOUR FEET
 TU2512'LOWER THAN THE STATION.
 TU2512'
 TU2512'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED NO. 2 1972
 TU2512'CEMENTED IN A DRILL HOLE ATOP THE EASTERN LAVA PROTRUSION AT
 TU2512'ABOUT THE SAME ELEVATION AS THE STATION.
 TU2512'
 TU2512'THIS STATION WAS LOCATED BY INTERSECTION FROM STATIONS HOOKENA,
 TU2512'PUIWA, AND WAIKAKUU 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2648 ***********************************************************************
 TU2648  DESIGNATION -  KUKUI
 TU2648  PID         -  TU2648
 TU2648  STATE/COUNTY-  HI/HAWAII
 TU2648  USGS QUAD   -  HONOKAA (1995)
 TU2648
 TU2648                         *CURRENT SURVEY CONTROL
 TU2648  ___________________________________________________________________
 TU2648* NAD 83(1993)-  20 03 27.90810(N)    155 24 32.50283(W)     ADJUSTED  
 TU2648* LOCAL TIDAL -       265.     (meters)     869.     (feet)  SCALED    
 TU2648  ___________________________________________________________________
 TU2648  EPOCH DATE  -        1993.62
 TU2648  LAPLACE CORR-         -12.71  (seconds)                    DEFLEC99
 TU2648  GEOID HEIGHT-          20.02  (meters)                     GEOID03
 TU2648
 TU2648  HORZ ORDER  -  SECOND
 TU2648
 TU2648.The horizontal coordinates were established by classical geodetic methods
 TU2648.and adjusted by the National Geodetic Survey in December 1998..
 TU2648.The horizontal coordinates are valid at the epoch date displayed above.
 TU2648.The epoch date for horizontal control is a decimal equivalence
 TU2648.of Year/Month/Day.
 TU2648
 TU2648.The orthometric height was scaled from a topographic map.
 TU2648
 TU2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2648
 TU2648.The geoid height was determined by GEOID03.
 TU2648
 TU2648;                    North         East     Units Scale Factor Converg.
 TU2648;SPC HI 1     -   135,538.163   509,516.105   MT  0.99996779   +0 01 52.3
 TU2648;UTM  05      - 2,219,689.617   248,037.887   MT  1.00038472   -0 49 36.0
 TU2648
 TU2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2648!SPC HI 1     -   0.99995520  x   0.99996779  =   0.99992299
 TU2648!UTM  05      -   0.99995520  x   1.00038472  =   1.00033990
 TU2648
 TU2648:                Primary Azimuth Mark                     Grid Az
 TU2648:SPC HI 1     -  PAAUILO STACK                            098 08 40.2
 TU2648:UTM  05      -  PAAUILO STACK                            099 00 08.5
 TU2648
 TU2648|---------------------------------------------------------------------|
 TU2648| PID    Reference Object                     Distance      Geod. Az  |
 TU2648|                                                           dddmmss.s |
 TU2648| TU2643 PAAUILO STACK                       APPROX. 5.1 KM 0981032.5 |
 TU2648| CN5490 KUKUI RM 1                            2.953 METERS 10427     |
 TU2648| CN5491 KUKUI RM 2                            4.038 METERS 31309     |
 TU2648|---------------------------------------------------------------------|
 TU2648
 TU2648                          SUPERSEDED SURVEY CONTROL
 TU2648
 TU2648  NAD 83(1986)-  20 03 27.89238(N)    155 24 32.49974(W) AD(       ) 2
 TU2648  OLD HI      -  20 03 38.91820(N)    155 24 42.49530(W) AD(       ) 2
 TU2648
 TU2648.Superseded values are not recommended for survey control.
 TU2648.NGS no longer adjusts projects to the OLD HI datum.
 TU2648.See file dsdata.txt to determine how the superseded data were derived.
 TU2648
 TU2648_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4803819690(NAD 83)
 TU2648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2648
 TU2648  HISTORY     - Date     Condition        Report By
 TU2648  HISTORY     - 1967     MONUMENTED       CGS
 TU2648
 TU2648                          STATION DESCRIPTION
 TU2648
 TU2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2648'STATION IS LOCATED IN THE NORTHERN PART OF THE ISLAND, ABOUT
 TU2648'2-3/4 MILES WEST-NORTHWEST OF PAAUILO, ALONG THE SOUTHWEST SIDE OF
 TU2648'STATE HIGHWAY 19, ABOVE A VERY HIGH CUTBANK ON A PROMINENT HILL
 TU2648'PLANTED IN SUGAR CANE, BETWEEN KUKUILAMALAMAHII AND WAIKAALULU
 TU2648'GULCHES.  THE CUTBANK IS ABOUT 90 FEET HIGH AND HAS A FRINGE OF
 TU2648'SMALL IRONWOODS ALONG THE EDGE.
 TU2648'
 TU2648'TO REACH STATION FROM THE POST OFFICE AT PAAUILO, GO NORTHWESTERLY
 TU2648'ON STATE HIGHWAY 19 FOR 3.25 MILES TO CROSSROAD AT POWER POLE
 TU2648'64.  TURN LEFT AND GO UPGRADE ON MAIN CANE FIELD ROAD FOR 0.15
 TU2648'MILE.  TAKE LEFT FORK AND FOLLOW WINDING FIELD ROAD FOR 0.2 MILE
 TU2648'TO TOP OF HILL AND STATION ON LEFT.
 TU2648'
 TU2648'STATION MARK IS A STANDARD DISK STAMPED KUKUI 1967, SET IN
 TU2648'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 TU2648'INCHES.  IT IS AT NORTH END OF CANE FIELD, IN LINE WITH THE
 TU2648'IRONWOOD TREES, IN TALL GRASS, 7 FEET SOUTHWEST OF EDGE OF
 TU2648'CUTBANK AND 3 FEET EAST OF A WHITE WITNESS POST.
 TU2648'
 TU2648'UNDERGROUND MARK IS A STANDARD DISK STAMPED KUKUI 1967, SET IN
 TU2648'CONCRETE ABOUT 3 FEET BELOW GROUND LEVEL.
 TU2648'
 TU2648'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KUKUI NO 1
 TU2648'1967, SET IN CEMENT IN THE TOP OF A 3-INCH, IRON PIPE THAT IS SET
 TU2648'IN CONCRETE AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS AMONG THE
 TU2648'SMALL IRONWOODS, 5 FEET SOUTHWEST OF EDGE OF CUTBANK AND ABOUT
 TU2648'1 FOOT LOWER THAN STATION MARK.
 TU2648'
 TU2648'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KUKUI NO 2
 TU2648'1967, SET IN CEMENT IN THE TOP OF A 2-INCH, IRON PIPE THAT IS
 TU2648'SET IN CONCRETE AND PROJECTS 4 INCHES ABOVE GROUND.  IT IS IN
 TU2648'GRASSY AREA, 5 FEET SOUTHWEST OF EDGE OF CUTBANK AND AT SAME
 TU2648'ELEVATION AS STATION MARK.
 TU2648'
 TU2648'NOTE--THIS STATION WAS ESTABLISHED TO REPLACE DESTROYED STATION
 TU2648'KUKUILAMALAMAHEE 1948, WHICH WAS LOCATED ON HIGH POINT OF THE HILL,
 TU2648'ABOUT 300 FEET TO SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2669 ***********************************************************************
 TU2669  DESIGNATION -  KUKUIHAELE LANDNG PAC MILL STK
 TU2669  PID         -  TU2669
 TU2669  STATE/COUNTY-  HI/HAWAII
 TU2669  USGS QUAD   -  KUKUIHAELE (1995)
 TU2669
 TU2669                         *CURRENT SURVEY CONTROL
 TU2669  ___________________________________________________________________
 TU2669* NAD 83(1993)-  20 07 36.94733(N)    155 33 33.05536(W)     ADJUSTED  
 TU2669* LOCAL TIDAL -                                                        
 TU2669  ___________________________________________________________________
 TU2669  EPOCH DATE  -        1993.62
 TU2669  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TU2669  GEOID HEIGHT-          19.96  (meters)                     GEOID03
 TU2669
 TU2669  HORZ ORDER  -  THIRD
 TU2669
 TU2669.The horizontal coordinates were established by classical geodetic methods
 TU2669.and adjusted by the National Geodetic Survey in December 1998..
 TU2669.The horizontal coordinates are valid at the epoch date displayed above.
 TU2669.The epoch date for horizontal control is a decimal equivalence
 TU2669.of Year/Month/Day.
 TU2669
 TU2669
 TU2669.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2669
 TU2669.The geoid height was determined by GEOID03.
 TU2669
 TU2669;                    North         East     Units Scale Factor Converg.
 TU2669;SPC HI 1     -   143,194.750   493,811.956   MT  0.99996714   -0 01 13.3
 TU2669;UTM  05      - 2,227,584.551   232,443.048   MT  1.00048487   -0 52 52.1
 TU2669
 TU2669                          SUPERSEDED SURVEY CONTROL
 TU2669
 TU2669  NAD 83(1986)-  20 07 36.94196(N)    155 33 33.05051(W) AD(       ) 4
 TU2669  OLD HI      -  20 07 47.98000(N)    155 33 43.06000(W) AD(       ) 3
 TU2669
 TU2669.Superseded values are not recommended for survey control.
 TU2669.NGS no longer adjusts projects to the OLD HI datum.
 TU2669.See file dsdata.txt to determine how the superseded data were derived.
 TU2669
 TU2669_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3244327585(NAD 83)
 TU2669
 TU2669  HISTORY     - Date     Condition        Report By
 TU2669  HISTORY     - 1948     MONUMENTED       CGS
 TU2669  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2669
 TU2669                          STATION DESCRIPTION
 TU2669
 TU2669'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2669'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2669'
 TU2669'THE STATION IS THE CENTER OF A BLACK STEEL STACK WHICH IS ABOUT
 TU2669'2-1/2 FEET IN DIAMETER AND ABOUT 55 FEET HIGH.  IT RESTS ON A
 TU2669'SQUARE SLAB OF CONCRETE WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 TU2669'GROUND.
 TU2669'
 TU2669'THE STATION IS LOCATED AT THE SUGAR LOADING WHARF OF THE PACIFIC
 TU2669'SUGAR MILL.
 TU2669
 TU2669                          STATION RECOVERY (1966)
 TU2669
 TU2669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2669'STATION IS GONE.  THE MILL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2666 ***********************************************************************
 TU2666  DESIGNATION -  KUKUIHAELE LIGHT
 TU2666  PID         -  TU2666
 TU2666  STATE/COUNTY-  HI/HAWAII
 TU2666  USGS QUAD   -  KUKUIHAELE (1995)
 TU2666
 TU2666                         *CURRENT SURVEY CONTROL
 TU2666  ___________________________________________________________________
 TU2666* NAD 83(1993)-  20 07 39.82970(N)    155 33 22.41439(W)     ADJUSTED  
 TU2666* LOCAL TIDAL -                                                        
 TU2666  ___________________________________________________________________
 TU2666  EPOCH DATE  -        1993.62
 TU2666  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 TU2666  GEOID HEIGHT-          19.90  (meters)                     GEOID03
 TU2666
 TU2666  HORZ ORDER  -  THIRD
 TU2666
 TU2666.The horizontal coordinates were established by classical geodetic methods
 TU2666.and adjusted by the National Geodetic Survey in December 1998..
 TU2666.The horizontal coordinates are valid at the epoch date displayed above.
 TU2666.The epoch date for horizontal control is a decimal equivalence
 TU2666.of Year/Month/Day.
 TU2666
 TU2666
 TU2666.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2666
 TU2666.The geoid height was determined by GEOID03.
 TU2666
 TU2666;                    North         East     Units Scale Factor Converg.
 TU2666;SPC HI 1     -   143,283.277   494,121.046   MT  0.99996709   -0 01 09.7
 TU2666;UTM  05      - 2,227,668.468   232,753.593   MT  1.00048282   -0 52 48.6
 TU2666
 TU2666                          SUPERSEDED SURVEY CONTROL
 TU2666
 TU2666  NAD 83(1986)-  20 07 39.82517(N)    155 33 22.40973(W) AD(       ) 4
 TU2666  OLD HI      -  20 07 50.86100(N)    155 33 32.41800(W) AD(       ) 3
 TU2666
 TU2666.Superseded values are not recommended for survey control.
 TU2666.NGS no longer adjusts projects to the OLD HI datum.
 TU2666.See file dsdata.txt to determine how the superseded data were derived.
 TU2666
 TU2666_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3275427668(NAD 83)
 TU2666
 TU2666  HISTORY     - Date     Condition        Report By
 TU2666  HISTORY     - UNK      MONUMENTED
 TU2666  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2666  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2666
 TU2666                          STATION DESCRIPTION
 TU2666
 TU2666'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2666'ON NORTH COAST OF HAWAII, 100 METERS INSHORE OR SOUTH OF
 TU2666'THE MOST NORTHERLY POINT OF LAND AT KUKUIHAELE.  AN AUTOMATIC
 TU2666'GAS LIGHT, WHITE.  THE ENGINE BUILDING OF THE DERRICK LANDING
 TU2666'IS BETWEEN THE LIGHT AND THE POINT.  LIGHT IS 310 METERS EAST OF
 TU2666'STATION LIFT (SEE BELOW), AND IS A WHITE STRUCTURE STANDING 16
 TU2666'FEET HIGH, ON A CONCRETE BASE.  THE LOWER PART OF THE STRUCTURE
 TU2666'IS A TANK ABOUT 7 FEET HIGH AND 3-1/2 FEET SQUARE.  THE TOP
 TU2666'IS IRON LATTICEWORK.  IN 1929 IT WAS REPORTED THAT DERRICK
 TU2666'LANDING HAD BEEN ABANDONED, AND THAT THE DERRICK BUILDING AND
 TU2666'BOOM HAD BEEN REMOVED, LEAVING ONLY THE CONCRETE BASE.
 TU2666
 TU2666                          STATION RECOVERY (1966)
 TU2666
 TU2666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2666'THE LIGHT WAS ABANDONED WHEN A NEW ONE WAS BUILT OUT NEARER THE
 TU2666'POINT IN 1937, HOWEVER THE CONCRETE BASE AND THE METAL BOX STILL
 TU2666'REMAIN AND WERE RECOVERED.  THE FRAMEWORK WHICH SUPPORTED THE
 TU2666'LIGHT IS GONE.
 TU2666'
 TU2666'LOCATED ABOUT 6-1/2 MILES WEST-NORTHWEST OF HONOKAA AND 1 MILE
 TU2666'NORTHEAST OF KUKUIHAELE.  HIDDEN IN DENSE IRONWOOD GROVE,
 TU2666'114.5 FEET INLAND, ON A BEARING OF 220 DEG FROM THE NEW
 TU2666'LIGHTHOUSE, AND 60 FEET NORTH FROM EDGE OF CANE FIELD AND
 TU2666'JUNCTION OF CANE ROAD AND TRACK ROAD LEADING TO LIGHTHOUSE.
 TU2666'STATION IS A METAL BOX 3-1/2 FEET SQUARE AND ABOUT 7 FEET HIGH,
 TU2666'SETTING ON A SQUARE, CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2668 ***********************************************************************
 TU2668  DESIGNATION -  KUKUIHAELE STACK
 TU2668  PID         -  TU2668
 TU2668  STATE/COUNTY-  HI/HAWAII
 TU2668  USGS QUAD   -  KUKUIHAELE (1995)
 TU2668
 TU2668                         *CURRENT SURVEY CONTROL
 TU2668  ___________________________________________________________________
 TU2668* NAD 83(1993)-  20 07 34.45623(N)    155 33 32.25129(W)     ADJUSTED  
 TU2668* LOCAL TIDAL -                                                        
 TU2668  ___________________________________________________________________
 TU2668  EPOCH DATE  -        1993.62
 TU2668  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TU2668  GEOID HEIGHT-          19.97  (meters)                     GEOID03
 TU2668
 TU2668  HORZ ORDER  -  THIRD
 TU2668
 TU2668.The horizontal coordinates were established by classical geodetic methods
 TU2668.and adjusted by the National Geodetic Survey in December 1998..
 TU2668.The horizontal coordinates are valid at the epoch date displayed above.
 TU2668.The epoch date for horizontal control is a decimal equivalence
 TU2668.of Year/Month/Day.
 TU2668
 TU2668
 TU2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2668
 TU2668.The geoid height was determined by GEOID03.
 TU2668
 TU2668;                    North         East     Units Scale Factor Converg.
 TU2668;SPC HI 1     -   143,118.139   493,835.283   MT  0.99996714   -0 01 13.0
 TU2668;UTM  05      - 2,227,507.558   232,465.232   MT  1.00048473   -0 52 51.7
 TU2668
 TU2668                          SUPERSEDED SURVEY CONTROL
 TU2668
 TU2668  NAD 83(1986)-  20 07 34.45166(N)    155 33 32.24681(W) AD(       ) 4
 TU2668  OLD HI      -  20 07 45.49900(N)    155 33 42.24700(W) AD(       ) 3
 TU2668
 TU2668.Superseded values are not recommended for survey control.
 TU2668.NGS no longer adjusts projects to the OLD HI datum.
 TU2668.See file dsdata.txt to determine how the superseded data were derived.
 TU2668
 TU2668_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3246527508(NAD 83)
 TU2668
 TU2668  HISTORY     - Date     Condition        Report By
 TU2668  HISTORY     - 1913     MONUMENTED       CGS
 TU2668  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2668
 TU2668                          STATION DESCRIPTION
 TU2668
 TU2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2668'IN 1929 STATION NOT RECOVERED.  THE STACK AND BUILDINGS HAVE
 TU2668'BEEN REMOVED, AND ONLY THE CONCRETE FOUNDATIONS REMAIN.
 TU2668
 TU2668                          STATION RECOVERY (1966)
 TU2668
 TU2668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2668'STATION IS GONE.  THE STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2649 ***********************************************************************
 TU2649  DESIGNATION -  KUKUILAMALAMAHEE
 TU2649  PID         -  TU2649
 TU2649  STATE/COUNTY-  HI/HAWAII
 TU2649  USGS QUAD   -  HONOKAA (1995)
 TU2649
 TU2649                         *CURRENT SURVEY CONTROL
 TU2649  ___________________________________________________________________
 TU2649* NAD 83(1993)-  20 03 24.88052(N)    155 24 33.82496(W)     ADJUSTED  
 TU2649* LOCAL TIDAL -       286.0    (meters)     938.     (feet)  VERT ANG  
 TU2649  ___________________________________________________________________
 TU2649  EPOCH DATE  -        1993.62
 TU2649  LAPLACE CORR-         -12.68  (seconds)                    DEFLEC99
 TU2649  GEOID HEIGHT-          20.05  (meters)                     GEOID03
 TU2649
 TU2649  HORZ ORDER  -  SECOND
 TU2649
 TU2649.The horizontal coordinates were established by classical geodetic methods
 TU2649.and adjusted by the National Geodetic Survey in December 1998..
 TU2649.The horizontal coordinates are valid at the epoch date displayed above.
 TU2649.The epoch date for horizontal control is a decimal equivalence
 TU2649.of Year/Month/Day.
 TU2649
 TU2649.The orthometric height was determined by vertical angle observations.
 TU2649
 TU2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2649
 TU2649.The geoid height was determined by GEOID03.
 TU2649
 TU2649;                    North         East     Units Scale Factor Converg.
 TU2649;SPC HI 1     -   135,445.043   509,477.738   MT  0.99996778   +0 01 51.9
 TU2649;UTM  05      - 2,219,597.043   247,998.114   MT  1.00038497   -0 49 36.3
 TU2649
 TU2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2649!SPC HI 1     -   0.99995189  x   0.99996778  =   0.99991968
 TU2649!UTM  05      -   0.99995189  x   1.00038497  =   1.00033685
 TU2649
 TU2649|---------------------------------------------------------------------|
 TU2649| PID    Reference Object                     Distance      Geod. Az  |
 TU2649|                                                           dddmmss.s |
 TU2649| CN5492 KUKUILAMALAMAHEE RM 1                30.529 METERS 08641     |
 TU2649| TU2643 PAAUILO STACK                       APPROX. 5.2 KM 0970528.8 |
 TU2649| CN5493 KUKUILAMALAMAHEE RM 2                38.205 METERS 12127     |
 TU2649| TU2652 PAAUHAU SUGAR CO STACK              APPROX. 4.3 KM 3212210.5 |
 TU2649|---------------------------------------------------------------------|
 TU2649
 TU2649                          SUPERSEDED SURVEY CONTROL
 TU2649
 TU2649  NAD 83(1986)-  20 03 24.86475(N)    155 24 33.82208(W) AD(       ) 2
 TU2649  OLD HI      -  20 03 35.89100(N)    155 24 43.81800(W) AD(       ) 2
 TU2649
 TU2649.Superseded values are not recommended for survey control.
 TU2649.NGS no longer adjusts projects to the OLD HI datum.
 TU2649.See file dsdata.txt to determine how the superseded data were derived.
 TU2649
 TU2649_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4799819597(NAD 83)
 TU2649_MARKER: Z = SEE DESCRIPTION
 TU2649_SETTING: 0 = UNSPECIFIED SETTING
 TU2649
 TU2649  HISTORY     - Date     Condition        Report By
 TU2649  HISTORY     - 1948     MONUMENTED       CGS
 TU2649  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2649
 TU2649                          STATION DESCRIPTION
 TU2649
 TU2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2649'AN OLD H.T.S. STATION LOCATED IN THE HAMAKUA DISTRICT IN THE
 TU2649'NORTHERN PART OF THE ISLAND OF HAWAII 2.6 MILES WEST OF PAAUILO
 TU2649'VILLAGE AND 1.3 MILES INLAND FROM THE SEA.  SITUATED ON A
 TU2649'PROMINENT HILL JUST ABOVE THE GOVERNMENT MAIN ROAD, 100 FEET WEST
 TU2649'OF A LINE OF EUCALYPTUS TREES AND IS SURROUNDED BY CANE.
 TU2649'
 TU2649'THE OLD STATION MARK, A CIRCULAR CONCRETE POST FIRMLY IMBEDDED
 TU2649'IN THE GROUND WAS FOUND.  A STANDARD DISK WAS CEMENTED IN A
 TU2649'DRILL-HOLE IN THE MIDDLE OF THE CONCRETE POST.  THE DISK IS
 TU2649'STAMPED KUKUILAMALAMAHEE 1948.  A SMALL CAIRN OF STONES COVERS
 TU2649'THE STATION MARK.
 TU2649'
 TU2649'TWO REFERENCE MARKS CEMENTED IN THE TOPS OF 2-INCH PIPES THREE
 TU2649'FEET LONG AND DRIVEN SOLIDLY IN THE GROUND ARE LOCATED NEAR A
 TU2649'FENCE LINE RUNNING NORTH AND SOUTH ALONG THE LINE OF EUCALYPTUS
 TU2649'TREES.
 TU2649'
 TU2649'TO REACH THE STATION FROM PAAUILO VILLAGE DRIVE WESTERLY
 TU2649'ALONG THE MAIN GOVERNMENT ROAD TO HONOKAA A DISTANCE OF ABOUT
 TU2649'2.8 MILES AND TURN LEFT UP A PLANTATION ROAD THAT GOES UP THE
 TU2649'EASTERLY SIDE OF THE HILL TO THE CANE FIELD SURROUNDING THE
 TU2649'STATION.  THE HILL IS THE ONLY PROMINENT HILL IN THE VICINITY
 TU2649'AND CAN BE IDENTIFIED BY THE LINE OF EUCALYPTUS TREES ON THE
 TU2649'EAST SLOPE.
 TU2649
 TU2649                          STATION RECOVERY (1967)
 TU2649
 TU2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2649'STATION WAS SEARCHED FOR BY ANGLE, BUT WAS NOT FOUND, AND IS
 TU2649'BELIEVED TO HAVE BEEN DESTROYED BY CULTIVATION.  THE ROW OF
 TU2649'TREES MENTIONED IN ORIGINAL DESCRIPTION WAS RECENTTLY REMOVED
 TU2649'AND THE REFERENCE MARKS ARE ALSO GONE.
 TU2649'
 TU2649'A NEW STATION, KUKUI, WAS ESTABLISHED NEARBY IN APRIL, 1967.  SEE
 TU2649'DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2279 ***********************************************************************
 TU2279  DESIGNATION -  KULANI
 TU2279  PID         -  TU2279
 TU2279  STATE/COUNTY-  HI/HAWAII
 TU2279  USGS QUAD   -  KULANI (1982)
 TU2279
 TU2279                         *CURRENT SURVEY CONTROL
 TU2279  ___________________________________________________________________
 TU2279* NAD 83(1993)-  19 31 13.69256(N)    155 17 56.23230(W)     ADJUSTED  
 TU2279* LOCAL TIDAL -      1683.0    (meters)    5522.     (feet)  VERT ANG  
 TU2279  ___________________________________________________________________
 TU2279  EPOCH DATE  -        1993.62
 TU2279  LAPLACE CORR-         -16.22  (seconds)                    DEFLEC99
 TU2279  GEOID HEIGHT-          24.19  (meters)                     GEOID03
 TU2279
 TU2279  HORZ ORDER  -  FIRST
 TU2279
 TU2279.The horizontal coordinates were established by classical geodetic methods
 TU2279.and adjusted by the National Geodetic Survey in December 1998..
 TU2279.The horizontal coordinates are valid at the epoch date displayed above.
 TU2279.The epoch date for horizontal control is a decimal equivalence
 TU2279.of Year/Month/Day.
 TU2279
 TU2279.The orthometric height was determined by vertical angle observations.
 TU2279
 TU2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2279
 TU2279.The geoid height was determined by GEOID03.
 TU2279
 TU2279;                    North         East     Units Scale Factor Converg.
 TU2279;SPC HI 1     -    76,071.898   521,101.244   MT  0.99997217   +0 04 01.8
 TU2279;UTM  05      - 2,160,035.841   258,747.006   MT  1.00031948   -0 46 06.8
 TU2279
 TU2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2279!SPC HI 1     -   0.99973171  x   0.99997217  =   0.99970389
 TU2279!UTM  05      -   0.99973171  x   1.00031948  =   1.00005110
 TU2279
 TU2279|---------------------------------------------------------------------|
 TU2279| PID    Reference Object                     Distance      Geod. Az  |
 TU2279|                                                           dddmmss.s |
 TU2279| TU2283 KULANI RM 1                           8.583 METERS 12746     |
 TU2279| TU2280 CAMP INC CABLE TV MAST               28.277 METERS 22509     |
 TU2279| CN5496 KULANI RM 3                          21.658 METERS 22633     |
 TU2279| CN5495 KULANI RM 2                          17.528 METERS 23258     |
 TU2279| TU2281 HAWAIIAN TELEPHONE CO TOWER          43.453 METERS 29204     |
 TU2279| TU2282 BASE B                              APPROX. 3.1 KM 3510655.8 |
 TU2279| CN5494 KULANI AZ MK                                       3580143.9 |
 TU2279|---------------------------------------------------------------------|
 TU2279
 TU2279                          SUPERSEDED SURVEY CONTROL
 TU2279
 TU2279  NAD 83(1986)-  19 31 13.67083(N)    155 17 56.26865(W) AD(       ) 1
 TU2279  OLD HI      -  19 31 24.57800(N)    155 18 06.26200(W) AD(       ) 1
 TU2279
 TU2279.Superseded values are not recommended for survey control.
 TU2279.NGS no longer adjusts projects to the OLD HI datum.
 TU2279.See file dsdata.txt to determine how the superseded data were derived.
 TU2279
 TU2279_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5874760036(NAD 83)
 TU2279
 TU2279  HISTORY     - Date     Condition        Report By
 TU2279  HISTORY     - 1891     MONUMENTED       HIGS
 TU2279  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2279  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2279  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2279  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2279
 TU2279                          STATION DESCRIPTION
 TU2279
 TU2279'DESCRIBED BY HAWAII GEODETIC SURVEY 1891
 TU2279'SOUTHEAST OF THE CENTER OF HAWAII, ON THE SUMMIT OF KULANI CONE,
 TU2279'A CONSPICUOUS HILL AT THE JUNCTION OF THE LANDS OF WAIAKEA, OLAA,
 TU2279'AND KEAUHOU.  MARKED BY A COPPER BOLT SET IN A BLOCK OF CONCRETE,
 TU2279'AND A HUGE AHU OF HAPUU LOGS.
 TU2279
 TU2279                          STATION RECOVERY (1949)
 TU2279
 TU2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2279'THE STATION IS LOCATED ON THE SUMMIT OF KULANI CONE WHICH LIES
 TU2279'ABOUT 20 MILES SOUTH 44 DEGREES WEST OF HILO, ABOUT 2 MILES SOUTH
 TU2279'OF KULANI PRISON CAMP AND ABOUT 0.4 MILE WEST OF THE END OF THE
 TU2279'ROAD AT A SMALL POND.  THE STATION HILL IS THE HIGHEST GROUND IN
 TU2279'THE VICINITY.
 TU2279'
 TU2279'THIS STATION WAS ESTABLISHED BY THE HAWAIIAN GOVERNMENT SURVEY
 TU2279'IN 1891 AND WAS RECOVERED IN GOOD CONDITION.
 TU2279'
 TU2279'TO REACH FROM THE POST OFFICE AT HILO.  GO WESTERLY, ON THE ROAD
 TU2279'WHICH LEADS TOWARD WAIMEA, FOR 6.1 MILES.  CONTINUE STRAIGHT
 TU2279'AHEAD, TOWARD WAIMEA, ON THE GRADED ROAD FOR 1.9 MILES.  TURN
 TU2279'LEFT AS PER THE SIGN READING KULANI PRISON CAMP AND GO SOUTHERLY
 TU2279'FOR 7.3 MILES.  TURN RIGHT AND GO SOUTHWESTERLY FOR 11.7
 TU2279'MILES.  PASS THROUGH THE GATE INTO THE PRISON YARD AND CONTINUE
 TU2279'SOUTH FOR 0.2 MILE.  TURN LEFT AND FOLLOW THE GRADED ROAD,
 TU2279'SOUTHERLY, FOR 0.5 MILE.  PASS TO THE RIGHT HAND SIDE OF TWO
 TU2279'LARGE WATER TANKS AND CONTINUE SOUTH FOR 1.7 MILES TO THE END
 TU2279'OF THE ROAD AT A SMALL POND AND PUMP HOUSE.  FROM THIS POINT
 TU2279'PACK SOUTHWEST, UP THE STEEP SLOPE, FOR ABOUT 0.4 MILE TO THE
 TU2279'TOP OF THE HILL AND THE STATION.
 TU2279'
 TU2279'THE STATION IS THE CENTER OF A 1 INCH COPPER BOLT WHICH PROJECTS
 TU2279'ABOUT 2 INCHES FROM THE TOP OF A CONCRETE POST WHICH IS 6 INCHES
 TU2279'SQUARE.
 TU2279'
 TU2279'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KULANI NO 1
 TU2279'1949, SET IN THE TOP OF A 1-1/2 INCH PIPE WHICH PROJECTS ABOUT 3
 TU2279'INCHES ABOVE THE GROUND.
 TU2279'
 TU2279'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED KULANI NO 2
 TU2279'1949, SET IN THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS ABOUT 5
 TU2279'INCHES.
 TU2279'
 TU2279'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED KULANI 1949, SET
 TU2279'IN THE TOP OF A 1 INCH PIPE WHICH PROJECTS ABOUT 4 INCHES.  IT IS
 TU2279'LOCATED ABOUT 2 MILES NORTH NORTHWEST OF THE STATION, 52 FEET
 TU2279'SOUTHWEST OF THE CENTER OF THE PRISON GATE AND 39 FEET WEST OF THE
 TU2279'CENTER OF THE ROAD.
 TU2279
 TU2279                          STATION RECOVERY (1967)
 TU2279
 TU2279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2279'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2279'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED SO A SURVEY
 TU2279'MARK OF THE HAWAII STATE SURVEY WAS USED FOR A NEW AZIMUTH
 TU2279'MARK.  THERE IS NOW A ROAD TO TOP OF HILL, ALSO A TELEPHONE
 TU2279'MICRO-WAVE RELAY TOWER AND A SMALLER ANTENNA ON TOP OF HILL.  A
 TU2279'COMPLETE DESCRIPTION FOLLOWS--
 TU2279'
 TU2279'STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF HILO AND 2 MILES
 TU2279'SOUTH OF KULANI HONOR CAMP, ON THE SUMMIT OF KULANI CONE, A
 TU2279'BRUSH-COVERED HILL OF ABOUT 5518 FEET ELEVATION.
 TU2279'
 TU2279'TO REACH STATION FROM THE JUNCTION OF STATE HGHWAYS 19 AND 11,
 TU2279'ABOUT 1-1/2 MILES EAST OF HILO, GO SOUTH ON STATE HIGHWAY 11 FOR
 TU2279'4.0 MILES TO SIGN KULANI 19.  TURN RIGHT AND GO 18.9 MILES TO
 TU2279'ENTRANCE TO KULANI HONOR CAMP.  CONTINUE AHEAD FOR 0.15
 TU2279'MILE.  TAKE LEFT FORK AND GO 0.1 MILE TO CROSSROAD BY GAS
 TU2279'PUMPS.  TURN LEFT AND GO 0.1 MILE TO CROSSROAD.  TURN RIGHT AND
 TU2279'GO ALONG TELEPHONE AND POWER LINES FOR 1.55 MILES TO FORK.
 TU2279'TAKE RIGHT FORK, ALONG POWER LINE, FOR 0.85 MILE TO TOP OF HILL
 TU2279'AND STATION.  NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED FOR
 TU2279'LAST MILEAGE.)
 TU2279'
 TU2279'STATION IS MARKED WITH A 1-INCH COPPER PIN PROJECTING 2 INCHES
 TU2279'FROM THE TOP OF A 7-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 TU2279'INCHES FROM GROUND.  IT IS 10 FEET SOUTHWEST OF EDGE OF CUTBANK,
 TU2279'63 FEET NORTHEAST OF A 40-FOOT, 3-LEGGED RADIO ANTENNA AND 21
 TU2279'FEET NORTHWEST OF BASE OF ANTENNA GUY-CABLE.
 TU2279'
 TU2279'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KULANI NO
 TU2279'1 1949, CEMENTED IN THE TOP OF A 1-1/2 INCH IRON PIPE PROJECTING
 TU2279'3 INCHES.  IT IS 12 FEET SOUTHWEST OF CUTBANK AND 2.7 FEET LOWER
 TU2279'THAN STATION MARK.
 TU2279'
 TU2279'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KULANI NO 2
 TU2279'1949, CEMENTED IN THE TOP OF A 2-INCH IRON PIPE PROJECTING 5
 TU2279'INCHES.  IT IS 17 FEET NORTH-NORTHWEST OF THE RADIO ANTENNA, 25.8
 TU2279'FEET EAST OF A WOODEN POWER POLE, AND 8 INCHES HIGHER THAN STATION
 TU2279'MARK.
 TU2279'
 TU2279'BASE B (HSS) WILL SERVE AS THE AZIMUTH MARK.  IT IS A
 TU2279'6-FOOT-SQUARE, CONCRETE PLATFORM, WITH A TAPERING, CONCRETE
 TU2279'PILLAR ABOUT 2 FEET HIGH, AT THE CENTER.  A 2-1/4-INCH IRON PIPE
 TU2279'IS IN THE CENTER OF THE PILLAR, AND CENTER OF PIPE WAS USED FOR
 TU2279'AZIMUTH MARK.  BASE B IS INSCRIBED IN THE CONCRETE ON TOP OF
 TU2279'CENTER PILLAR.  THE MARK IS LOCATED ON THE SOUTHWEST SIDE OF THE
 TU2279'KULANI HONOR CAMP, ON THE BEGINNING OF THE BRUSHY SLOPES THAT
 TU2279'RISE UP TO THE WEST FROM THE WESTERNMOST BUILDINGS.  IT IS 68
 TU2279'FEET NORTHEAST OF A POWER POLE, 255 FEET SOUTHWEST OF THE
 TU2279'TRACK ROAD AROUND WEST SIDE OF BUILDINGS AND ABOUT 100 YARDS
 TU2279'SOUTH-SOUTHWEST OF AN OLD, GREEN, WATER TANK.  TO REACH
 TU2279'AZIMUTH MARK FROM THE CROSSROAD BY GAS PUMPS, GO RIGHT,
 TU2279'SOUTHWEST, UPGRADE, FOR 0.1 MILE TO FORK.  TAKE RIGHT
 TU2279'FORK AND GO 0.05 MILE TO TOP OF LOW RISE.  TURN LEFT AND GO
 TU2279'0.05 MILE UP BULLDOZED TRACK TO AZIMUTH MARK IN BRUSH AREA.
 TU2279'
 TU2279'HAWAIIAN TELEPHONE CO. MICRO-WAVE RELAY TOWER IS A 4-LEGGED,
 TU2279'SKELETON STEEL STRUCTURE, PAINTED ALTERNATE RED AND WHITE, 175
 TU2279'FEET HIGH, 18 FEET SQUARE AT THE BASE AND TAPERING ABOUT 4 FEET
 TU2279'SQUARE AT TOP.  DISTANCE AND ANGLE WERE MEASURED TO CENTER OF
 TU2279'BASE.
 TU2279
 TU2279                          STATION RECOVERY (1977)
 TU2279
 TU2279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2279'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 TU2279'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR
 TU2279'BUT NOT RECOVERED.  REFERENCE MARK 3 WAS SET AT THIS TIME.  THE
 TU2279'DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED THE 1967
 TU2279'DATA AND THE DISTANCE AND DIRECTION TO HAWAIIAN TELEPHONE COMPANY
 TU2279'TOWER, COMPARED FAVORABLE TO THE 1967 DATA, THE DIFFERENCE BEING
 TU2279'0.01 METER MORE AND 01 MINUTE, 03.8 SECONDS.  FOLLOWING IS A
 TU2279'NEW DESCRIPTION.
 TU2279'
 TU2279'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF HILO, 12
 TU2279'MILES WEST OF MOUNTAIN VIEW AND 2 MILES SOUTH OF THE KULANI
 TU2279'HONOR CAMP.  IT IS ON STATE PROPERTY AND PERMISSION WAS OBTAINED
 TU2279'FROM THE KULANI HONOR CAMP, PHONE NUMBER 935-3758.
 TU2279'
 TU2279'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 TU2279'11, ABOUT 1-1/2 MILES EAST OF HILO, GO SOUTH ON HIGHWAY 11 FOR
 TU2279'4.0 MILES TO A CROSSROAD AND SIGN, KULANI 19.  TURN RIGHT AND
 TU2279'GO WESTERLY ON STAINBACK ROAD FOR 0.3 MILE TO A REVERSE FORK ON
 TU2279'THE RIGHT.  CONTINUE WESTERLY ON THE PAVED ROAD FOR 13.55 MILES
 TU2279'TO AN IRON GATE, LOCKED AT TIMES.  CONTINUE WESTERLY ON THE
 TU2279'PAVED ROAD FOR 3.2 MILES TO AN IRON GATE AND THE ENTRANCE TO THE
 TU2279'KULANI HONOR CAMP.  CONTINUE AHEAD FOR 0.05 MILE TO A
 TU2279'CROSSROAD.  TURN LEFT AND GO SOUTH AND SOUTHEAST ON A
 TU2279'DIRT ROAD FOR 0.15 MILE TO SOME LARGE BUILDINGS ON THE RIGHT.
 TU2279'CONTINUE SOUTH ON THE DIRT ROAD FOR 1.5 MILES TO A FORK.
 TU2279'TAKE RIGHT FORK AND GO 0.85 MILE TO THE TOP OF THE HILL
 TU2279'AND THE STATION.  A 4-WHEEL-DRIVE VEHICLE IS REQUIRED ON THE
 TU2279'LAST MILE.
 TU2279'
 TU2279'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, JUST AFTER
 TU2279'ENTRANCE TO THE KULANI HONOR CAMP, GO SOUTHWEST ON A DIRT ROAD
 TU2279'FOR 0.15 MILE TO THE OFFICE BUILDING ON THE RIGHT.  CONTINUE
 TU2279'AHEAD FOR 0.05 MILE TO SOME GAS PUMPS ON THE LEFT.  BEAR RIGHT
 TU2279'AND GO WESTERLY ON THE GRAVEL ROAD FOR 0.05 MILE TO A SIDE ROAD
 TU2279'ON THE RIGHT.  TURN RIGHT ON A GRAVEL ROAD AND GO 0.05 MILE,
 TU2279'PASSING TO THE LEFT OF SOME BUILDINGS, THEN LEFT ACROSS ROCKY
 TU2279'TERRAIN FOR 0.05 MILE TO A SLIGHT RISE AND THE AZIMUTH MARK.
 TU2279'
 TU2279'STATION MARK IS A 1-INCH COPPER PIN PROJECTING 2 INCHES FROM THE
 TU2279'TOP OF A 7-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3
 TU2279'INCHES ABOVE ITS CONCRETE FOUNDATION, WHICH HAS 2 CONCRETE PILLARS
 TU2279'PROJECTING 3.5 FEET THAT ARE CEMENTED IN THE SAME FOUNDATION.  IT
 TU2279'IS 63 FEET NORTH-NORTHEAST OF A SMALL TRIANGULAR SHAPED RADIO
 TU2279'TOWER, 21 FEET NORTHWEST OF THE BASE OF A GUY CABLE AND 10 FEET
 TU2279'SOUTHWEST OF THE EDGE OF A CUTBANK.
 TU2279'
 TU2279'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KULANI NO 1 1949.  IT
 TU2279'IS CEMENTED IN THE TOP OF A 1-1/2 INCH IRON PIPE THAT PROJECTS
 TU2279'ABOUT 3 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 3 FEET LOWER
 TU2279'THAN THE STATION MARK.  IT IS 12 FEET SOUTHWEST OF A CUTBANK AND
 TU2279'5.5 FEET EAST-NORTHEAST OF AN 8-INCH TREE.
 TU2279'
 TU2279'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KULANI 1891 NO 3
 TU2279'1977.  IT IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 TU2279'THE CONCRETE BASE OF AN ELECTRIC GENERATOR AND PROJECTS ABOUT 3
 TU2279'INCHES ABOVE THE GROUND SURFACE.  IT IS 24.8 FEET EAST OF A POWER
 TU2279'POLE, 12.6 FEET WEST OF THE TRIANGULAR SHAPED RADIO TOWER AND
 TU2279'5.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL METAL
 TU2279'BUILDING.
 TU2279'
 TU2279'AZIMUTH MARK IS THE CENTER OF A 2-1/2 INCH IRON PIPE THAT IS
 TU2279'CEMENTED IN THE CENTER OF A TAPERING CONCRETE PILLAR THAT PROJECTS
 TU2279'ABOUT 2 FEET ABOVE ITS 5 FOOT SQUARE CONCRETE FOUNDATION, WITH
 TU2279'THE LETTERS BASE B, INSCRIBED IN THE FOUNDATION.  IT IS 237 FEET
 TU2279'SOUTHWEST OF A METAL LIGHT POLE AND 68 FEET NORTHEAST OF A POWER
 TU2279'POLE NUMBER 5.
 TU2279'
 TU2279'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2279'
 TU2279'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2279'12 MILES WEST OF MOUNTAIN VIEW.
 TU2279
 TU2279                          STATION RECOVERY (1978)
 TU2279
 TU2279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2279'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU2279'RECOVERY NOTE BY D. M. WHIPP IN 1967.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2283 ***********************************************************************
 TU2283  DESIGNATION -  KULANI RM 1
 TU2283  PID         -  TU2283
 TU2283  STATE/COUNTY-  HI/HAWAII
 TU2283  USGS QUAD   -  KULANI (1982)
 TU2283
 TU2283                         *CURRENT SURVEY CONTROL
 TU2283  ___________________________________________________________________
 TU2283* NAD 83(1993)-  19 31 13.52163(N)    155 17 55.99956(W)     ADJUSTED  
 TU2283* LOCAL TIDAL -      1682.1    (meters)    5519.     (feet)  VERT ANG  
 TU2283  ___________________________________________________________________
 TU2283  EPOCH DATE  -        1993.62
 TU2283  LAPLACE CORR-         -16.22  (seconds)                    DEFLEC99
 TU2283  GEOID HEIGHT-          24.19  (meters)                     GEOID03
 TU2283
 TU2283  HORZ ORDER  -  SECOND
 TU2283
 TU2283.The horizontal coordinates were established by classical geodetic methods
 TU2283.and adjusted by the National Geodetic Survey in December 1998..
 TU2283.The horizontal coordinates are valid at the epoch date displayed above.
 TU2283.The epoch date for horizontal control is a decimal equivalence
 TU2283.of Year/Month/Day.
 TU2283
 TU2283.The orthometric height was determined by vertical angle observations.
 TU2283
 TU2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2283
 TU2283.The geoid height was determined by GEOID03.
 TU2283
 TU2283;                    North         East     Units Scale Factor Converg.
 TU2283;SPC HI 1     -    76,066.650   521,108.036   MT  0.99997217   +0 04 01.9
 TU2283;UTM  05      - 2,160,030.493   258,753.723   MT  1.00031944   -0 46 06.7
 TU2283
 TU2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2283!SPC HI 1     -   0.99973185  x   0.99997217  =   0.99970403
 TU2283!UTM  05      -   0.99973185  x   1.00031944  =   1.00005120
 TU2283
 TU2283                          SUPERSEDED SURVEY CONTROL
 TU2283
 TU2283  NAD 83(1986)-  19 31 13.49970(N)    155 17 56.03563(W) AD(       ) 2
 TU2283  OLD HI      -  19 31 24.40699(N)    155 18 06.02932(W) AD(       ) 2
 TU2283
 TU2283.Superseded values are not recommended for survey control.
 TU2283.NGS no longer adjusts projects to the OLD HI datum.
 TU2283.See file dsdata.txt to determine how the superseded data were derived.
 TU2283
 TU2283_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5875460030(NAD 83)
 TU2283
 TU2283  HISTORY     - Date     Condition        Report By
 TU2283  HISTORY     - 1978     MONUMENTED       NGS
 TU2283
 TU2283                          STATION DESCRIPTION
 TU2283
 TU2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 TU2283'SEE STATION KULANI HGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1039 ***********************************************************************
 TU1039  DESIGNATION -  KULIOUOU
 TU1039  PID         -  TU1039
 TU1039  STATE/COUNTY-  HI/HONOLULU
 TU1039  USGS QUAD   -  KOKO HEAD (1983)
 TU1039
 TU1039                         *CURRENT SURVEY CONTROL
 TU1039  ___________________________________________________________________
 TU1039* NAD 83(1993)-  21 17 00.48298(N)    157 43 52.82562(W)     ADJUSTED  
 TU1039* LOCAL TIDAL -        49.7    (meters)     163.     (feet)  VERT ANG  
 TU1039  ___________________________________________________________________
 TU1039  EPOCH DATE  -        1993.62
 TU1039  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 TU1039  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1039
 TU1039  HORZ ORDER  -  SECOND
 TU1039
 TU1039.The horizontal coordinates were established by classical geodetic methods
 TU1039.and adjusted by the National Geodetic Survey in December 1998..
 TU1039.The horizontal coordinates are valid at the epoch date displayed above.
 TU1039.The epoch date for horizontal control is a decimal equivalence
 TU1039.of Year/Month/Day.
 TU1039
 TU1039.The orthometric height was determined by vertical angle observations.
 TU1039
 TU1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1039
 TU1039.The geoid height was determined by GEOID03.
 TU1039
 TU1039;                    North         East     Units Scale Factor Converg.
 TU1039;SPC HI 3     -    12,955.780   527,879.359   MT  0.99999960   +0 05 51.1
 TU1039;UTM  04      - 2,354,049.229   631,607.708   MT  0.99981404   +0 27 38.0
 TU1039
 TU1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1039!SPC HI 3     -   0.99998974  x   0.99999960  =   0.99998934
 TU1039!UTM  04      -   0.99998974  x   0.99981404  =   0.99980379
 TU1039
 TU1039|---------------------------------------------------------------------|
 TU1039| PID    Reference Object                     Distance      Geod. Az  |
 TU1039|                                                           dddmmss.s |
 TU1039| TU1038 NIU WATER TANK 1963                  28.094 METERS 01216     |
 TU1039| CJ8756 KULIOUOU RM 1                         6.799 METERS 04655     |
 TU1039| TU1020 LUNALILO HOME WATER TANK            APPROX. 3.6 KM 0922838.0 |
 TU1039| TU1024 KOKO HEAD 3                         APPROX. 3.6 KM 1283843.5 |
 TU1039| TU1037 LUCAS 1925                           42.840 METERS 15230     |
 TU1039| CJ8757 KULIOUOU RM 2                         5.626 METERS 32720     |
 TU1039| TU1040 KUPAUA                              254.205 METERS 35848     |
 TU1039|---------------------------------------------------------------------|
 TU1039
 TU1039                          SUPERSEDED SURVEY CONTROL
 TU1039
 TU1039  NAD 83(1986)-  21 17 00.43256(N)    157 43 52.83393(W) AD(       ) 2
 TU1039  OLD HI      -  21 17 11.83024(N)    157 44 02.70377(W) AD(       ) 2
 TU1039
 TU1039.Superseded values are not recommended for survey control.
 TU1039.NGS no longer adjusts projects to the OLD HI datum.
 TU1039.See file dsdata.txt to determine how the superseded data were derived.
 TU1039
 TU1039_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3160854049(NAD 83)
 TU1039_MARKER: Z = SEE DESCRIPTION
 TU1039_SETTING: 0 = UNSPECIFIED SETTING
 TU1039
 TU1039  HISTORY     - Date     Condition        Report By
 TU1039  HISTORY     - 1928     MONUMENTED       CGS
 TU1039  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1039  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1039  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1039  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1039
 TU1039                          STATION DESCRIPTION
 TU1039
 TU1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1039'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN A DRILLED HOLE
 TU1039'IN BEDROCK AND SURROUNDED BY A PLATFORM OF ROCKS CEMENTED
 TU1039'TOGETHER, ON RIDGE ABOVE THE CHARLES LUCAS HOME AT THE NEW RANCH
 TU1039'ON WAIALAE ROAD.  STATION IS ABOUT 50 YARDS BACK FROM S END OF
 TU1039'RIDGE AND NEAR THE LINE DIVIDING THE NIU AND KULIOUOU DISTRICTS.
 TU1039
 TU1039                          STATION RECOVERY (1931)
 TU1039
 TU1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1039'ON A RIDGE MARKING THE E SIDE OF NIU VALLEY, ON LAND BELONGING
 TU1039'TO NIU DAIRY, ABOUT 27 METERS SW OF THE W ONE OF TWO SMALL
 TU1039'RADIO TRIPODS, AND 40 METERS NNW OF STATION LUCAS.  MARKED
 TU1039'ACCORDING TO NOTE 14A WITH A TERRITORIAL DISK.
 TU1039
 TU1039                          STATION RECOVERY (1962)
 TU1039
 TU1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU1039'THE STATION WAS RECOVERED.
 TU1039'
 TU1039'IT LIES NORTH OF THE VILLAGE OF KULIOUOU, ON A ROCKY, GRASS
 TU1039'COVERED RIDGE, JUST EAST OF NIU ESTATES DEVELOPMENT, AND ABOUT
 TU1039'40 METERS SOUTH OF A BUREAU OF WATER SUPPLY RESERVOIR.  IT IS
 TU1039'MARKED BY A TYPE A HAWAIIAN TERRITORY MONUMENT.  THE DISK WAS
 TU1039'NOT EXAMINED.
 TU1039'
 TU1039'TO REACH FROM HONOLULU POST OFFICE, GO EAST ALONG
 TU1039'KALANIANAOLE HIGHWAY 8.6 MILES TO THE ENTRANCE TO NIU
 TU1039'ESTATES.  TURN LEFT, (NORTH) ALONG HALEMAUMAU AVE. FOR ONE
 TU1039'BLOCK.  TURN RIGHT ON MAHIMAHI STREET TO BUREAU OF WATER
 TU1039'SUPPLY GATE (KEY MAY BE SECURED AT BERENTANIA STREET PUMPING
 TU1039'STATION).  PASS THRU GATE UP STEEP HILL TO RESERVOIR AND
 TU1039'STATION.
 TU1039
 TU1039                          STATION RECOVERY (1963)
 TU1039
 TU1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1039'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO
 TU1039'REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU1039'FOLLOWS--
 TU1039'
 TU1039'STATION IS LOCATED ABOUT 1-1/2 MILES AIRLINE EAST OF AINA
 TU1039'HAINA AND 135 YARDS NORTH OF KALANIANAOLE HIGHWAY, ON THE
 TU1039'SUMMIT OF A BRUSHY HILL OF ABOUT 150 FEET ELEVATION AT THE
 TU1039'SOUTH SIDE OF A MUNICIPAL WATER TANK.
 TU1039'
 TU1039'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TU1039'WEST HIND DRIVE AND KALANAIANAOLE HIGHWAY AT THE SOUTH END OF
 TU1039'AIAN HAINA, GO EASTERLY ON KALANIANAOLE HIGHWAY FOR 1.4
 TU1039'MILES.  TURN LEFT AND GO 0.05 MILE ON HALEMAUMAU STREET.  TURN
 TU1039'RIGHT AND GO 0.15 MILE ON MAHIMAHI STREET TO LOCKED GATE ON
 TU1039'STEEP, CONCRETE DRIVEWAY JUST ABOVE HOUSE AT 5863 MAHIMAHI
 TU1039'STREET.  CONTINUE UP STEEP DRIVEWAY FOR ABOUT 100 YARDS TO END
 TU1039'OF ROAD AT WATER TANK.  PACK SOUTHEAST ABOUT 20 YARDS UP ONTO
 TU1039'BRUSHY HILL AND STATION.
 TU1039'
 TU1039'STATION MARK IS A HAWAII TERRITORIAL SURVEY DISK, UNSTAMPED,
 TU1039'CEMENTED IN A DRILL HOLE IN A FLAT BEDROCK OUTCROP THAT PROJECTS
 TU1039'4 INCHES ABOVE GROUND.  IT IS 43-1/2 FEET SOUTH OF SOUTH SIDE OF
 TU1039'WATER TANK AND 20 FEET SOUTH OF SMALL CLIFF ON SOUTH SIDE OF
 TU1039'HIGH PANAX ROW.  THERE IS A TERRITORY OF HAWAII SURVEY
 TU1039'TYPE A SIGNAL CENTERED OVER THE MARK.  THE FLOOR OF THE SIGNAL
 TU1039'IS 4 FEET ABOVE THE MARK AND A RED AND WHITE TARGET EXTENDS 7
 TU1039'FEET ABOVE THE FLOOR.
 TU1039'
 TU1039'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KULIOUOU
 TU1039'NO 1 1928, CEMENTED IN A DRILL HOLE IN A LAVA BEDROCK OUTCROP 6
 TU1039'FEET SOUTH OF EDGE OF HILL AND AT SAME ELEVATION AS STATION MARK.
 TU1039'
 TU1039'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KULIOUOU
 TU1039'NO 2 1928, CEMENTED IN A DRILL HOLE IN A LAVA BEDROCK OUTCROP
 TU1039'6 FEET SOUTH OF EDGE OF HILL AND ABOUT 1 FOOT HIGHER THAN
 TU1039'STATION MARK.
 TU1039
 TU1039                          STATION RECOVERY (1969)
 TU1039
 TU1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1039'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1039'DESCRIBED BY W. R. PORTER IN 1963.  THE TO REACH IS ADEQUATE.
 TU1039'
 TU1039'THIS STATION WAS USED FOR GEODIMETER TRAVERSE ONLY.
 TU1039'
 TU1039'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1039'1-1/2 MILES EAST-NORTHEAST OF AINA HINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2959 ***********************************************************************
 TU2959  DESIGNATION -  KULOLI
 TU2959  PID         -  TU2959
 TU2959  STATE/COUNTY-  HI/MAUI
 TU2959  USGS QUAD   -  HAIKU (1992)
 TU2959
 TU2959                         *CURRENT SURVEY CONTROL
 TU2959  ___________________________________________________________________
 TU2959* NAD 83(1993)-  20 55 00.40649(N)    156 16 58.65263(W)     ADJUSTED  
 TU2959* LOCAL TIDAL -       260.     (meters)     853.     (feet)  SCALED    
 TU2959  ___________________________________________________________________
 TU2959  EPOCH DATE  -        1993.62
 TU2959  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TU2959  GEOID HEIGHT-          14.96  (meters)                     GEOID03
 TU2959
 TU2959  HORZ ORDER  -  THIRD
 TU2959
 TU2959.The horizontal coordinates were established by classical geodetic methods
 TU2959.and adjusted by the National Geodetic Survey in December 1998..
 TU2959.The horizontal coordinates are valid at the epoch date displayed above.
 TU2959.The epoch date for horizontal control is a decimal equivalence
 TU2959.of Year/Month/Day.
 TU2959
 TU2959.The orthometric height was scaled from a topographic map.
 TU2959
 TU2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2959
 TU2959.The geoid height was determined by GEOID03.
 TU2959
 TU2959;                    North         East     Units Scale Factor Converg.
 TU2959;SPC HI 2     -    64,640.180   539,915.198   MT  0.99998635   +0 08 13.2
 TU2959;UTM  04      - 2,315,331.025   782,614.529   MT  1.00058717   +0 58 14.4
 TU2959
 TU2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2959!SPC HI 2     -   0.99995678  x   0.99998635  =   0.99994313
 TU2959!UTM  04      -   0.99995678  x   1.00058717  =   1.00054393
 TU2959
 TU2959                          SUPERSEDED SURVEY CONTROL
 TU2959
 TU2959  NAD 83(1986)-  20 55 00.36227(N)    156 16 58.65096(W) AD(       ) 3
 TU2959  OLD HI      -  20 55 11.92000(N)    156 17 08.80000(W) AD(       ) 3
 TU2959
 TU2959.Superseded values are not recommended for survey control.
 TU2959.NGS no longer adjusts projects to the OLD HI datum.
 TU2959.See file dsdata.txt to determine how the superseded data were derived.
 TU2959
 TU2959_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ8261515331(NAD 83)
 TU2959_MARKER: DD = SURVEY DISK
 TU2959_SETTING: 0 = UNSPECIFIED SETTING
 TU2959
 TU2959  HISTORY     - Date     Condition        Report By
 TU2959  HISTORY     - UNK      MONUMENTED
 TU2959  HISTORY     - 1929     GOOD             CGS
 TU2959  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2959
 TU2959                          STATION DESCRIPTION
 TU2959
 TU2959'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2959'MARK FOUND--A 1-1/2 INCH PIPE SUPPORTED BY A CONCRETE PIER AND
 TU2959'RESTING ON A CONCRETE POST.
 TU2959'
 TU2959'NEW DESCRIPTION--ON THE SUMMIT OF THE HILL OF THE SAME NAME, ONE
 TU2959'MILE NORTHWEST OF GOVERNMENT TRIANGULATION STATION KAPUAI AND
 TU2959'ONE HALF MILE SOUTHEAST OF THE VILLAGE OF PEAHI.  TYPE B HAWAII
 TU2959'TERRITORY SURVEY TRIANGULATION STATION MONUMENT.
 TU2959
 TU2959                          STATION RECOVERY (1967)
 TU2959
 TU2959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (MU)
 TU2959'STATION MARK WAS UNINTENTIONALLY MOVED BY A WORKMAN IN CLEARING
 TU2959'THE FIELD FOR PLANTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2958 ***********************************************************************
 TU2958  DESIGNATION -  KULOLI 2
 TU2958  PID         -  TU2958
 TU2958  STATE/COUNTY-  HI/MAUI
 TU2958  USGS QUAD   -  HAIKU (1992)
 TU2958
 TU2958                         *CURRENT SURVEY CONTROL
 TU2958  ___________________________________________________________________
 TU2958* NAD 83(1993)-  20 55 00.41193(N)    156 16 58.64990(W)     ADJUSTED  
 TU2958* LOCAL TIDAL -       260.9    (meters)     856.     (feet)  VERT ANG  
 TU2958  ___________________________________________________________________
 TU2958  EPOCH DATE  -        1993.62
 TU2958  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TU2958  GEOID HEIGHT-          14.96  (meters)                     GEOID03
 TU2958
 TU2958  HORZ ORDER  -  FIRST
 TU2958
 TU2958.The horizontal coordinates were established by classical geodetic methods
 TU2958.and adjusted by the National Geodetic Survey in December 1998..
 TU2958.The horizontal coordinates are valid at the epoch date displayed above.
 TU2958.The epoch date for horizontal control is a decimal equivalence
 TU2958.of Year/Month/Day.
 TU2958
 TU2958.The orthometric height was determined by vertical angle observations.
 TU2958
 TU2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2958
 TU2958.The geoid height was determined by GEOID03.
 TU2958
 TU2958;                    North         East     Units Scale Factor Converg.
 TU2958;SPC HI 2     -    64,640.348   539,915.276   MT  0.99998635   +0 08 13.2
 TU2958;UTM  04      - 2,315,331.194   782,614.605   MT  1.00058717   +0 58 14.4
 TU2958
 TU2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2958!SPC HI 2     -   0.99995664  x   0.99998635  =   0.99994299
 TU2958!UTM  04      -   0.99995664  x   1.00058717  =   1.00054379
 TU2958
 TU2958|---------------------------------------------------------------------|
 TU2958| PID    Reference Object                     Distance      Geod. Az  |
 TU2958|                                                           dddmmss.s |
 TU2958| CN5497 KULOLI 2 RM 1                        19.863 METERS 12814     |
 TU2958| CN5498 KULOLI 2 RM 2                         9.377 METERS 30823     |
 TU2958| TU2953 PAUWELA POINT LIGHTHOUSE            APPROX. 5.1 KM 3084220.9 |
 TU2958|---------------------------------------------------------------------|
 TU2958
 TU2958                          SUPERSEDED SURVEY CONTROL
 TU2958
 TU2958  NAD 83(1986)-  20 55 00.36777(N)    156 16 58.64822(W) AD(       ) 1
 TU2958  OLD HI      -  20 55 11.93100(N)    156 17 08.77900(W) AD(       ) 1
 TU2958
 TU2958.Superseded values are not recommended for survey control.
 TU2958.NGS no longer adjusts projects to the OLD HI datum.
 TU2958.See file dsdata.txt to determine how the superseded data were derived.
 TU2958
 TU2958_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ8261515331(NAD 83)
 TU2958
 TU2958  HISTORY     - Date     Condition        Report By
 TU2958  HISTORY     - 1950     MONUMENTED       CGS
 TU2958  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU2958  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2958
 TU2958                          STATION DESCRIPTION
 TU2958
 TU2958'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2958'LOCATED NEAR THE NORTH COAST OF CENTRAL MAUI, IN HAMAKUALOA
 TU2958'DISTRICT, IN LAND OF PEAHI, ABOUT 2.5 MILES, AIRLINE, EAST OF HAIKU,
 TU2958'ABOUT 2 MILES IN FROM THE COAST, 1/2 MILE SOUTHEAST OF THE VILLAGE
 TU2958'OF PEAHI, AND 1/4 MILE EAST OF THE HALEHAKU SCHOOL, ON THE SUMMIT
 TU2958'OF KULOLI HILL.
 TU2958'
 TU2958'THERE IS NO EVIDENCE OF THIS BEING THE ORIGINAL STATION.  STATION
 TU2958'RECOVERED BY HAWAIIAN TERRITORY SURVEY IN 1929 WAS, A 1-1/2 INCH
 TU2958'PIPE SUPPORTED BY A CONCRETE PIER AND RESTING ON A CONCRETE
 TU2958'POST.  THIS WAS REPLACED IN 1929 BY A TYPE B HAWAIIAN TERRITORY
 TU2958'SURVEY MONUMENT.  THE CENTER OF THE IRON PIPE TARGET HOLDER WAS
 TU2958'USED AS THE STATION.
 TU2958'
 TU2958'TO REACH FROM THE POST OFFICE AT HAIKU--GO EASTERLY ON PAVED ROAD
 TU2958'TOWARD HANA FOR FOUR MILES, TURN RIGHT AS PER SIGN HALEHAKU SCHOOL
 TU2958'AND GO SOUTH FOR 0.9 MILES TO SCHOOL ON RIGHT.  FROM HERE PACK EAST
 TU2958'TO TOP OF PROMINENT HILL AND STATION.
 TU2958
 TU2958                          STATION RECOVERY (1960)
 TU2958
 TU2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU2958'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TU2958'DESCRIPTION AND DIRECTIONS FOR REACHING THE STATION ARE ADEQUATE
 TU2958'WITH THE ADDITION THAT THE STATION CAN BE REACHED BY TRUCK AFTER
 TU2958'SECURING A KEY FROM THE GROVE RANCH OFFICE IN KAHULUI.
 TU2958
 TU2958                          STATION RECOVERY (1968)
 TU2958
 TU2958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2958'THE HTS TYPE B SIGNAL WAS FOUND PUSHED AWAY BY A BULLDOZER.  A TRIAL
 TU2958'POINT WAS ESTABLISHED IN THE VICINITY AND THE OLD STATION MARK WAS
 TU2958'RECOVERED AS DESCRIBED IN 1929, 1 FOOT BELOW GROUND LEVEL.  THIS
 TU2958'MARK WAS THEN LOWERED, FOR USE AS AN UNDERGROUND MARK, AND A NEW
 TU2958'SURFACE MARK WAS ESTABLISHED.  TWO REFERENCE MARKS WERE ALSO
 TU2958'ESTABLISHED AND A WITNESS POST WAS SET.  A COMPLETE DESCRIPTION
 TU2958'FOLLOWS--
 TU2958'
 TU2958'STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF HAIKU AND 3/4-MILE
 TU2958'NORTH OF ULUMALU, ON A PROMINENT HILL OF ABOUT 856 FEET ELEVATION
 TU2958'THAT SETS IN PINEAPPLE FIELDS AND HAS A HEAVY GROWTH OF LARGE
 TU2958'EUCALYPTUS TREES ON THE SOUTHEAST END, BEGINNING JUST SOUTH OF THE
 TU2958'STATION.
 TU2958'
 TU2958'TO REACH STATION FROM THE INTERSECTION OF BALDWIN AVE. AND STATE
 TU2958'HIGHWAY 36 IN PAIA, GO EAST ON STATE HIGHWAY 36 FOR 8.0 MILES TO
 TU2958'ULUMALU ROAD.  TURN RIGHT AND GO 0.3 MILE.  TURN LEFT INTO
 TU2958'PINEAPPLE FIELD AND FOLLOW FIELD ROADS UP AROUND LEFT SIDE OF HILL
 TU2958'FOR 0.3 MILE TO TOP AND STATION.
 TU2958'
 TU2958'STATION MARK IS A STANDARD DISK STAMPED KULOLI 2 HTS 1929, SET IN
 TU2958'THE TOP OF A 14-INCH-DIAMETER CONCRETE MONUMENT PROJECTING 6 INCHES
 TU2958'FROM GROUND.  UNDERGROUND MARK IS A 3/4-INCH IRON PIN, WITH THE
 TU2958'IMPRINT OF A 2-INCH PIPE-END SURROUNDING IT, IN THE CENTER OF A
 TU2958'10-INCH-SQUARE CONCRETE BLOCK, 2 FEET BELOW SURFACE OF GROUND.
 TU2958'THE STATION IS 58 FEET SOUTHWEST OF THE CENTER LINE OF A PINEAPPLE
 TU2958'FIELD BOUNDARY ROAD, 25 FEET EAST FROM EDGE OF HILL, AND 3
 TU2958'FEET SOUTH OF A WHITE WITNESS POST.
 TU2958'
 TU2958'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KULOLI 2 HTS
 TU2958'1929 NO 1 1968, SET IN THE TOP OF A 10-IHCH-SQUARE CONCRETE MONUMENT
 TU2958'PROJECTING 6 INCHES FROM GROUND.  IT IS 5-1/2 FEET NORTHWEST OF A
 TU2958'LARGE EUCALYPTUS TREE AND 0.8 FOOT HIGHER THAN STATION MARK.
 TU2958'
 TU2958'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KULOLI 2 HTS
 TU2958'1929 NO 2 1968, BRAZED TO THE TOP OF A 2-INCH, IRON PIPE SET IN
 TU2958'CONCRETE AND PROJECTING 10 INCHES FROM GROUND.  IT IS 1.6 FEET
 TU2958'LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1643 ***********************************************************************
 TU1643  DESIGNATION -  KUM
 TU1643  PID         -  TU1643
 TU1643  STATE/COUNTY-  HI/HONOLULU
 TU1643  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1643
 TU1643                         *CURRENT SURVEY CONTROL
 TU1643  ___________________________________________________________________
 TU1643* NAD 83(1993)-  21 28 41.62835(N)    158 07 06.13106(W)     ADJUSTED  
 TU1643* LOCAL TIDAL -       780.     (meters)    2559.     (feet)  SCALED    
 TU1643  ___________________________________________________________________
 TU1643  EPOCH DATE  -        1993.62
 TU1643  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 TU1643  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU1643
 TU1643  HORZ ORDER  -  SECOND
 TU1643
 TU1643.The horizontal coordinates were established by classical geodetic methods
 TU1643.and adjusted by the National Geodetic Survey in December 1998..
 TU1643.The horizontal coordinates are valid at the epoch date displayed above.
 TU1643.The epoch date for horizontal control is a decimal equivalence
 TU1643.of Year/Month/Day.
 TU1643
 TU1643.The orthometric height was scaled from a topographic map.
 TU1643
 TU1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1643
 TU1643.The geoid height was determined by GEOID03.
 TU1643
 TU1643;                    North         East     Units Scale Factor Converg.
 TU1643;SPC HI 3     -    34,500.986   487,732.795   MT  0.99999186   -0 02 36.0
 TU1643;UTM  04      - 2,375,333.473   591,334.407   MT  0.99970308   +0 19 22.2
 TU1643
 TU1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1643!SPC HI 3     -   0.99987492  x   0.99999186  =   0.99986678
 TU1643!UTM  04      -   0.99987492  x   0.99970308  =   0.99957804
 TU1643
 TU1643:                Primary Azimuth Mark                     Grid Az
 TU1643:SPC HI 3     -  MAILI RESET                              028 24 18.2
 TU1643:UTM  04      -  MAILI RESET                              028 02 20.0
 TU1643
 TU1643|---------------------------------------------------------------------|
 TU1643| PID    Reference Object                     Distance      Geod. Az  |
 TU1643|                                                           dddmmss.s |
 TU1643| TU1520 MAILI RESET                         APPROX. 5.5 KM 0282142.2 |
 TU1643| CJ8760 KUM RM 3                              4.512 METERS 08415     |
 TU1643| CJ8759 KUM RM 2                             21.684 METERS 17955     |
 TU1643| TU1741 NANAKULI KAISER CEMENT PLT TK       APPROX. 8.5 KM 1971829.9 |
 TU1643| TU1695 WAIANAE MILL CHIMNEY                APPROX. 8.0 KM 2421633.3 |
 TU1643| CJ8758 KUM RM 1                             55.138 METERS 29307     |
 TU1643| CJ8761 KUM RM 4                              5.392 METERS 29653     |
 TU1643|---------------------------------------------------------------------|
 TU1643
 TU1643                          SUPERSEDED SURVEY CONTROL
 TU1643
 TU1643  NAD 83(1986)-  21 28 41.57750(N)    158 07 06.14205(W) AD(       ) 2
 TU1643  OLD HI      -  21 28 52.94600(N)    158 07 16.04100(W) AD(       ) 2
 TU1643
 TU1643.Superseded values are not recommended for survey control.
 TU1643.NGS no longer adjusts projects to the OLD HI datum.
 TU1643.See file dsdata.txt to determine how the superseded data were derived.
 TU1643
 TU1643_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9133475333(NAD 83)
 TU1643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1643_SETTING: 66 = SET IN ROCK OUTCROP
 TU1643
 TU1643  HISTORY     - Date     Condition        Report By
 TU1643  HISTORY     - 1927     MONUMENTED       CGS
 TU1643  HISTORY     - 1961     SEE DESCRIPTION  USA
 TU1643  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1643
 TU1643                          STATION DESCRIPTION
 TU1643
 TU1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1643'IN WESTERN PART OF OAHU, IN THE WAIANAE RANGE, ON FIRST PROMINENT
 TU1643'KNOLL WITH ROCK COMB ALONG THE TOP, NORTH OF KOLEKOLE
 TU1643'PASS.  MARKED ACCORDING TO NOTE 2, STANDARD DISK STATION MARK IN
 TU1643'OUTCROPPING BEDROCK.  REFERENCE MARKS, NOTE 12A, STANDARD
 TU1643'REFERENCE DISKS IN OUTCROPPING BEDROCK, ARE AT THE FOLLOWING
 TU1643'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 5.138 METERS
 TU1643'(16.86 FEET), 113 DEG 07 MIN.  NO. 2, 21.68 METERS (71.10
 TU1643'FEET), 359 DEG 54 MIN.  RE-MARKED ACCORDING TO NOTE 14X IN
 TU1643'1929.
 TU1643
 TU1643                          STATION RECOVERY (1961)
 TU1643
 TU1643'RECOVERY NOTE BY US ARMY 1961
 TU1643'STATION MARK SOMEWHAT BRUISED ON TOP BUT STILL LEGIBLE.  A
 TU1643'ONE INCH PIPE HAS BEEN ERECTED OVER THE POINT TO ALLOW THE POINT
 TU1643'TO BE USED AS AN AZIMUTH MARK.
 TU1643
 TU1643                          STATION RECOVERY (1964)
 TU1643
 TU1643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1643'STATION MARK AND REFERENCE MARK NUMBER TWO WERE RECOVERED IN
 TU1643'GOOD CONDITION.  THE STATION MARK IS VERY SLIGHTLY BATTERED
 TU1643'BUT LEGIBLE.  REFERENCE MARK NUMBER ONE HAS BEEN DESTROYED BY
 TU1643'DETERIORATION OF THE SOFT ROCK LEDGE.  THE POOR LOCATION OF
 TU1643'REFERENCE MARK NUMBER TWO MAKES IT ALMOST USELESS FOR RECOVERY
 TU1643'USE, SO TWO NEW REFERENCE MARKS, NUMBERS THREE AND FOUR, WERE
 TU1643'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1643'
 TU1643'STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF SCHOFIELD
 TU1643'BARRACKS, ON THE SUMMIT OF PUU KUMAKALII, THE SHARP-TIPPED POINT
 TU1643'OF 2572 FEET ELEVATION THAT SETS ABOUT 0.35 MILE WEST OF THE SUMMIT
 TU1643'OF KOLEKOLE PASS.
 TU1643'
 TU1643'TO REACH STATION FROM LYMAN GATE AT SCHOFIELD BARRACKS, GO
 TU1643'WESTERLY ON LYMAN ROAD, LATER BECOMING KOLEKOLE PASS ROAD, FOR
 TU1643'5.0 MILES TO SUMMIT OF PASS.  TURN RIGHT ON TRACK ROAD AND GO
 TU1643'0.2 MILE TO END OF ROAD ON RIDGE ABOVE A LARGE, WHITE
 TU1643'CROSS.  PACK WESTERLY UP VERY STEEP RIDGE TO STATION.  A
 TU1643'45-MINUTE PACK.
 TU1643'
 TU1643'STATION MARK IS A STANDARD DISK STAMPED KUM 1927, CEMENTED IN A
 TU1643'DRILL HOLE IN A BEDROCK OUTCROP ON HIGHEST POINT OF HILL.  THE
 TU1643'OUTCROP HAS BEEN PAINTED RED.
 TU1643'
 TU1643'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KUM NO 2
 TU1643'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS
 TU1643'2-1/2 FEET ABOVE GROUND.  IT IS ON THE RIDGE LINE, 35.7 FEET
 TU1643'LOWER THAN STATION MARK.
 TU1643'
 TU1643'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KUM
 TU1643'1927 NO 4 1964, CEMENTED IN A DRILL HOLE IN BEDROCK ON SOUTHEAST
 TU1643'POINT OF HILL-TOP.  IT IS 3.5 FEET LOWER THAN STATION MARK.
 TU1643'
 TU1643'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED KUM 1927
 TU1643'NO 4 1964, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK LEDGE ON
 TU1643'RIDGELINE TO WEST.  IT IS 2-1/2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3284 ***********************************************************************
 TU3284  DESIGNATION -  KUMIMI
 TU3284  PID         -  TU3284
 TU3284  STATE/COUNTY-  HI/MAUI
 TU3284  USGS QUAD   -  
 TU3284
 TU3284                         *CURRENT SURVEY CONTROL
 TU3284  ___________________________________________________________________
 TU3284* NAD 83(1993)-  21 06 28.90777(N)    156 44 40.79060(W)     ADJUSTED  
 TU3284* LOCAL TIDAL -        23.     (meters)      75.     (feet)  SCALED    
 TU3284  ___________________________________________________________________
 TU3284  EPOCH DATE  -        1993.62
 TU3284  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TU3284  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU3284
 TU3284  HORZ ORDER  -  THIRD
 TU3284
 TU3284.The horizontal coordinates were established by classical geodetic methods
 TU3284.and adjusted by the National Geodetic Survey in December 1998..
 TU3284.The horizontal coordinates are valid at the epoch date displayed above.
 TU3284.The epoch date for horizontal control is a decimal equivalence
 TU3284.of Year/Month/Day.
 TU3284
 TU3284.The orthometric height was scaled from a topographic map.
 TU3284
 TU3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3284
 TU3284.The geoid height was determined by GEOID03.
 TU3284
 TU3284;                    North         East     Units Scale Factor Converg.
 TU3284;SPC HI 2     -    85,768.446   491,896.698   MT  0.99996748   -0 01 41.1
 TU3284;UTM  04      - 2,335,764.754   734,270.431   MT  1.00027827   +0 48 45.3
 TU3284
 TU3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3284!SPC HI 2     -   0.99999401  x   0.99996748  =   0.99996149
 TU3284!UTM  04      -   0.99999401  x   1.00027827  =   1.00027227
 TU3284
 TU3284:                Primary Azimuth Mark                     Grid Az
 TU3284:SPC HI 2     -  PUU MANO 1890                            250 44 23.1
 TU3284:UTM  04      -  PUU MANO 1890                            249 53 56.7
 TU3284
 TU3284|---------------------------------------------------------------------|
 TU3284| PID    Reference Object                     Distance      Geod. Az  |
 TU3284|                                                           dddmmss.s |
 TU3284| TU3317 PUU MANO 1890                       APPROX. 3.6 KM 2504242.0 |
 TU3284|---------------------------------------------------------------------|
 TU3284
 TU3284                          SUPERSEDED SURVEY CONTROL
 TU3284
 TU3284  NAD 83(1986)-  21 06 28.86197(N)    156 44 40.73516(W) AD(       ) 3
 TU3284  OLD HI      -  21 06 40.33000(N)    156 44 50.85000(W) AD(       ) 3
 TU3284
 TU3284.Superseded values are not recommended for survey control.
 TU3284.NGS no longer adjusts projects to the OLD HI datum.
 TU3284.See file dsdata.txt to determine how the superseded data were derived.
 TU3284
 TU3284_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3427035765(NAD 83)
 TU3284
 TU3284  HISTORY     - Date     Condition        Report By
 TU3284  HISTORY     - UNK      MONUMENTED
 TU3284  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3284
 TU3284                          STATION DESCRIPTION
 TU3284
 TU3284'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3284'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE
 TU3284'OF HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS
 TU3284'MARKED BY A 3 X 4 REDWOOD POST AND REFERENCED BY 3 CROSSES
 TU3284'ON STONES.
 TU3284'
 TU3284'THE SITE WAS VISITED AND TWO OF THE 3 REFERENCE CROSSES WERE
 TU3284'RECOVERED, BUT NO EVIDENCE OF A POST OR ANY OTHER TYPE OF MARK
 TU3284'WAS FOUND.
 TU3284'
 TU3284'A NEW STATION KUMIMI 2, WAS ESTABLISHED, ACCORDING TO THE
 TU3284'DESCRIBED MEASUREMENTS FROM THE TWO CROSSES, IN THE APPROXIMATE
 TU3284'LOCATION OF THE ORIGINAL POINT.  SEE DESCRIPTION FOR KUMIMI 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3285 ***********************************************************************
 TU3285  DESIGNATION -  KUMIMI 2
 TU3285  PID         -  TU3285
 TU3285  STATE/COUNTY-  HI/MAUI
 TU3285  USGS QUAD   -  
 TU3285
 TU3285                         *CURRENT SURVEY CONTROL
 TU3285  ___________________________________________________________________
 TU3285* NAD 83(1986)-  21 06 28.85476(N)    156 44 40.73740(W)     ADJUSTED  
 TU3285* LOCAL TIDAL -        21.43   (meters)      70.3    (feet)  LEVELING  
 TU3285  ___________________________________________________________________
 TU3285  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TU3285  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU3285
 TU3285  HORZ ORDER  -  SECOND
 TU3285  VERT ORDER  -  THIRD ?
 TU3285
 TU3285.The horizontal coordinates were established by classical geodetic methods
 TU3285.and adjusted by the National Geodetic Survey in July 1986..
 TU3285
 TU3285.The orthometric height was determined by differential leveling.
 TU3285.The vertical network tie was performed by a horz. field party for horz.
 TU3285.obs reductions. Reset procedures were used to establish the elevation.
 TU3285
 TU3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3285
 TU3285.The geoid height was determined by GEOID03.
 TU3285
 TU3285;                    North         East     Units Scale Factor Converg.
 TU3285;SPC HI 2     -    85,766.815   491,898.232   MT  0.99996748   -0 01 41.1
 TU3285;UTM  04      - 2,335,763.145   734,271.990   MT  1.00027828   +0 48 45.3
 TU3285
 TU3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3285!SPC HI 2     -   0.99999425  x   0.99996748  =   0.99996173
 TU3285!UTM  04      -   0.99999425  x   1.00027828  =   1.00027253
 TU3285
 TU3285                          SUPERSEDED SURVEY CONTROL
 TU3285
 TU3285  OLD HI      -  21 06 40.37500(N)    156 44 50.85100(W) AD(       ) 2
 TU3285
 TU3285.Superseded values are not recommended for survey control.
 TU3285.NGS no longer adjusts projects to the OLD HI datum.
 TU3285.See file dsdata.txt to determine how the superseded data were derived.
 TU3285
 TU3285_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3427235763(NAD 83)
 TU3285_MARKER: DD = SURVEY DISK
 TU3285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TU3285_SP_SET: METAL PIPE IN CONCRETE
 TU3285_STAMPING: KUMIMI 2 1962
 TU3285_MARK LOGO: NOS   
 TU3285_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3285+STABILITY: SURFACE MOTION
 TU3285
 TU3285  HISTORY     - Date     Condition        Report By
 TU3285  HISTORY     - 1962     MONUMENTED       CGS
 TU3285
 TU3285                          STATION DESCRIPTION
 TU3285
 TU3285'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3285'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE NORTHEAST FROM
 TU3285'KAUNAKAKAI, 1 MILE NORTHEAST OF WAIALUA AND ABOUT 100 YARDS
 TU3285'NORTHEAST OF THE ROAD ON THE SOUTHEAST EDGE OF A SMALL CLIFF.
 TU3285'
 TU3285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3285'46 JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI.  GO EASTERLY ON
 TU3285'STATE HIGHWAY 45 FOR 23.8 MILES TO WHERE THE ROAD CURVES SHARPLY
 TU3285'TO THE NORTH, THERE IS A GRADED AREA FOR PARKING AT THIS SPOT
 TU3285'ALSO.  FROM THIS POINT PACK NORTH FOR ABOUT 100 YARDS AND THE
 TU3285'STATION ON THE SOUTHEAST EDGE OF THE CLIFF.
 TU3285'
 TU3285'THE STATION IS A STANDARD DISK STAMPED, KUMIMI 2 1962, BRAZED TO
 TU3285'THE TOP OF A IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS ABOUT
 TU3285'6 INCHES
 TU3285'
 TU3285'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, KUMIMI 2 NO 1
 TU3285'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 1
 TU3285'FOOT ON THE SOUTH SIDE.
 TU3285'
 TU3285'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, KUMIMI 2 NO 2
 TU3285'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 TU3285'THE SURFACE OF THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA5459 ***********************************************************************
 AA5459  DESIGNATION -  KUMIMI 2 RESET
 AA5459  PID         -  AA5459
 AA5459  STATE/COUNTY-  HI/MAUI
 AA5459  USGS QUAD   -  
 AA5459
 AA5459                         *CURRENT SURVEY CONTROL
 AA5459  ___________________________________________________________________
 AA5459* NAD 83(1986)-  21 06 28.94958(N)    156 44 40.77752(W)     ADJUSTED  
 AA5459* LOCAL TIDAL -        20.     (meters)      66.     (feet)  GPS OBS   
 AA5459  ___________________________________________________________________
 AA5459  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 AA5459  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 AA5459
 AA5459  HORZ ORDER  -  FIRST
 AA5459
 AA5459.The horizontal coordinates were established by GPS observations
 AA5459.and adjusted by the National Geodetic Survey in November 1994..
 AA5459.No horizontal observational check was made to the station.
 AA5459
 AA5459.The orthometric height was determined by GPS observations and a
 AA5459.high-resolution geoid model.
 AA5459.No vertical observational check was made to the station.
 AA5459
 AA5459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5459
 AA5459.The geoid height was determined by GEOID03.
 AA5459
 AA5459;                    North         East     Units Scale Factor Converg.
 AA5459;SPC HI 2     -    85,769.731   491,897.076   MT  0.99996748   -0 01 41.1
 AA5459;UTM  04      - 2,335,766.046   734,270.790   MT  1.00027827   +0 48 45.3
 AA5459
 AA5459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5459!SPC HI 2     -   0.99999442  x   0.99996748  =   0.99996190
 AA5459!UTM  04      -   0.99999442  x   1.00027827  =   1.00027269
 AA5459
 AA5459                          SUPERSEDED SURVEY CONTROL
 AA5459
 AA5459.No superseded survey control is available for this station.
 AA5459
 AA5459_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3427135766(NAD 83)
 AA5459_MARKER: DD = SURVEY DISK
 AA5459_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA5459_STAMPING: KUMIMI 2 1962
 AA5459_MARK LOGO: NOS   
 AA5459_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5459+STABILITY: SURFACE MOTION
 AA5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5459+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 AA5459
 AA5459  HISTORY     - Date     Condition        Report By
 AA5459  HISTORY     - 19930807 MONUMENTED       NOS
 AA5459
 AA5459                          STATION DESCRIPTION
 AA5459
 AA5459'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA5459'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE NORTHEAST FROM
 AA5459'KAUNAKAKAI, 1 MILE NORTHEAST OF WAIALUA AND ABOUT 100 YARDS
 AA5459'NORTHEAST OF THE ROAD ON THE SOUTHEAST EDGE OF A SMALL CLIFF.
 AA5459'
 AA5459'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 AA5459'46 JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI.  GO EASTERLY ON
 AA5459'STATE HIGHWAY 45 FOR 23.8 MILES TO WHERE THE ROAD CURVES SHARPLY
 AA5459'TO THE NORTH, THERE IS A GRADED AREA FOR PARKING AT THIS SPOT
 AA5459'ALSO.  FROM THIS POINT PACK NORTH FOR ABOUT 100 YARDS AND THE
 AA5459'STATION ON THE SOUTHEAST EDGE OF THE CLIFF.
 AA5459'
 AA5459'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  HIGHWAYS 45 AND 46
 AA5459'ARE NOW 450 AND 460 RESPECTIVELY.  THE DISTANCE FROM THE INTERSECTION
 AA5459'OF HIGHWAY 460 AND 450 TO THE STATION IS NOW 20.2 MI (32.5 KM) INSTEAD
 AA5459'OF 23.8 MI (38.3 KM) .
 AA5459'
 AA5459'THE STATION IS A STANDARD DISK STAMPED, KUMIMI 2 1962, BRAZED TO
 AA5459'THE TOP OF A IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS ABOUT
 AA5459'6 INCHES
 AA5459'
 AA5459'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, KUMIMI 2 NO 1
 AA5459'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 1
 AA5459'FOOT ON THE SOUTH SIDE.
 AA5459'
 AA5459'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED, KUMIMI 2 NO 2
 AA5459'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 AA5459'THE SURFACE OF THE GROUND.
 AA5459'
 AA5459'ALTHOUGH THE MARK IS STAMPED KUMIMI 2 1962, THE 1993 OBSERVATIONS
 AA5459'DID NOT FIT THE 1962 POSITION AND SO A NEW POSITION WAS
 AA5459'DETERMINED FOR THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2115 ***********************************************************************
 TU2115  DESIGNATION -  KUMUKAHI 1914
 TU2115  PID         -  TU2115
 TU2115  STATE/COUNTY-  HI/HAWAII
 TU2115  USGS QUAD   -  KAPOHO (1995)
 TU2115
 TU2115                         *CURRENT SURVEY CONTROL
 TU2115  ___________________________________________________________________
 TU2115* NAD 83(1993)-  19 30 59.49286(N)    154 48 39.35405(W)     ADJUSTED  
 TU2115* LOCAL TIDAL -        12.0    (meters)      39.     (feet)  VERT ANG  
 TU2115  ___________________________________________________________________
 TU2115  EPOCH DATE  -        1993.62
 TU2115  LAPLACE CORR-         -20.89  (seconds)                    DEFLEC99
 TU2115  GEOID HEIGHT-          12.06  (meters)                     GEOID03
 TU2115
 TU2115  HORZ ORDER  -  THIRD
 TU2115
 TU2115.The horizontal coordinates were established by classical geodetic methods
 TU2115.and adjusted by the National Geodetic Survey in December 1998..
 TU2115.The horizontal coordinates are valid at the epoch date displayed above.
 TU2115.The epoch date for horizontal control is a decimal equivalence
 TU2115.of Year/Month/Day.
 TU2115
 TU2115.The orthometric height was determined by vertical angle observations.
 TU2115
 TU2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2115
 TU2115.The geoid height was determined by GEOID03.
 TU2115
 TU2115;                    North         East     Units Scale Factor Converg.
 TU2115;SPC HI 1     -    75,768.208   572,325.539   MT  1.00003130   +0 13 48.8
 TU2115;UTM  05      - 2,158,985.005   309,970.705   MT  1.00004637   -0 36 18.6
 TU2115
 TU2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2115!SPC HI 1     -   0.99999622  x   1.00003130  =   1.00002752
 TU2115!UTM  05      -   0.99999622  x   1.00004637  =   1.00004259
 TU2115
 TU2115                          SUPERSEDED SURVEY CONTROL
 TU2115
 TU2115  NAD 83(1986)-  19 30 59.44560(N)    154 48 39.37842(W) AD(       ) 3
 TU2115  OLD HI      -  19 31 10.37400(N)    154 48 49.34800(W) AD(       ) 3
 TU2115
 TU2115.Superseded values are not recommended for survey control.
 TU2115.NGS no longer adjusts projects to the OLD HI datum.
 TU2115.See file dsdata.txt to determine how the superseded data were derived.
 TU2115
 TU2115_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0997158985(NAD 83)
 TU2115_MARKER: Z = SEE DESCRIPTION
 TU2115_SETTING: 0 = UNSPECIFIED SETTING
 TU2115
 TU2115  HISTORY     - Date     Condition        Report By
 TU2115  HISTORY     - 1914     MONUMENTED       CGS
 TU2115  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2115
 TU2115                          STATION DESCRIPTION
 TU2115
 TU2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2115'ON CAPE KUMUKAHI, THE MOST EASTERLY POINT OF HAWAII, AND NEAR THE
 TU2115'SITE OF A PROPOSED LIGHTHOUSE.  SEVERAL SYMMETRICAL CAIRNS
 TU2115'(KINGS PILLARS), PROBABLY BUILT BY OLD-TIME NATIVES, ARE ON
 TU2115'THE SHORE 400 METERS N. 85 DEG E. FROM THE STATION.  A DEEP PIT
 TU2115'OR WELL, BUILT IN CONNECTION WITH THE PROPOSED LIGHT BEARS
 TU2115'S. 30 DEG E., 23 METERS.  REFERENCE MARK IS A CROWS-FOOT AND
 TU2115'DRILL HOLE SURROUNDED BY A PATCH OF CEMENT.  MARK IS ON EXACT
 TU2115'LINE TO STATION KAPOHO, BEING 6.38 METERS, (20.9 FEET) FROM
 TU2115'CENTER, BEARING S. 43 DEG W.  MARK IS A COPPER SURVEY TABLET
 TU2115'SET IN THE CENTER OF A SMALL AREA OF SMOOTH LAVA.  IT WAS
 TU2115'SURROUNDED BY A RIM OF CEMENT 2 FEET IN DIAMETER.
 TU2115
 TU2115                          STATION RECOVERY (1967)
 TU2115
 TU2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2115'STATION IS DESTROYED.  THIS AREA WAS COVERED WITH A DEEP LAYER OF
 TU2115'LAVA DURING THE 1960 ERUPTION AT KAPOHO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1217 ***********************************************************************
 TU1217  DESIGNATION -  KUMULAE
 TU1217  PID         -  TU1217
 TU1217  STATE/COUNTY-  HI/HONOLULU
 TU1217  USGS QUAD   -  HONOLULU (1983)
 TU1217
 TU1217                         *CURRENT SURVEY CONTROL
 TU1217  ___________________________________________________________________
 TU1217* NAD 83(1993)-  21 17 33.85572(N)    157 49 31.37848(W)     ADJUSTED  
 TU1217* LOCAL TIDAL -                                                        
 TU1217  ___________________________________________________________________
 TU1217  EPOCH DATE  -        1993.62
 TU1217  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 TU1217  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1217
 TU1217  HORZ ORDER  -  THIRD
 TU1217
 TU1217.The horizontal coordinates were established by classical geodetic methods
 TU1217.and adjusted by the National Geodetic Survey in December 1998..
 TU1217.The horizontal coordinates are valid at the epoch date displayed above.
 TU1217.The epoch date for horizontal control is a decimal equivalence
 TU1217.of Year/Month/Day.
 TU1217
 TU1217
 TU1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1217
 TU1217.The geoid height was determined by GEOID03.
 TU1217
 TU1217;                    North         East     Units Scale Factor Converg.
 TU1217;SPC HI 3     -    13,968.475   518,119.214   MT  0.99999406   +0 03 48.3
 TU1217;UTM  04      - 2,354,999.860   621,843.275   MT  0.99978345   +0 25 35.7
 TU1217
 TU1217                          SUPERSEDED SURVEY CONTROL
 TU1217
 TU1217  NAD 83(1986)-  21 17 33.80338(N)    157 49 31.38696(W) AD(       ) 4
 TU1217  OLD HI      -  21 17 45.16600(N)    157 49 41.22200(W) AD(       ) 3
 TU1217
 TU1217.Superseded values are not recommended for survey control.
 TU1217.NGS no longer adjusts projects to the OLD HI datum.
 TU1217.See file dsdata.txt to determine how the superseded data were derived.
 TU1217
 TU1217_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2184355000(NAD 83)
 TU1217
 TU1217  HISTORY     - Date     Condition        Report By
 TU1217  HISTORY     - 1925     MONUMENTED       CGS
 TU1217  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1217  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 TU1217
 TU1217                          STATION DESCRIPTION
 TU1217
 TU1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1217'IN SOUTHEAST OAHU, WELL INLAND BETWEEN HONOLULU AND DIAMOND HEAD,
 TU1217'THE RESIDENCE OF JOSEPH KUMALAE.  STATION IS FLASTAFF IN CENTER
 TU1217'OF SQUARE WHITE TOWER WITH LOW PYRAMIDAL ROOF, AND TWO WINDOWS
 TU1217'ON EACH SIDE.  AN IRON RAIL SURROUNDS THE FLAGSTAFF.
 TU1217
 TU1217                          STATION RECOVERY (1964)
 TU1217
 TU1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1217'STATION WAS DESTROYED BY FIRE IN 1950 AS REPORTED PREVIOUSLY.
 TU1217
 TU1217                          STATION RECOVERY (1995)
 TU1217
 TU1217'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1630 ***********************************************************************
 TU1630  DESIGNATION -  KUNIA
 TU1630  PID         -  TU1630
 TU1630  STATE/COUNTY-  HI/HONOLULU
 TU1630  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1630
 TU1630                         *CURRENT SURVEY CONTROL
 TU1630  ___________________________________________________________________
 TU1630* NAD 83(1993)-  21 26 40.37286(N)    158 03 35.87294(W)     ADJUSTED  
 TU1630* LOCAL TIDAL -       267.8    (meters)     879.     (feet)  VERT ANG  
 TU1630  ___________________________________________________________________
 TU1630  EPOCH DATE  -        1993.62
 TU1630  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 TU1630  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU1630
 TU1630  HORZ ORDER  -  FIRST
 TU1630
 TU1630.The horizontal coordinates were established by classical geodetic methods
 TU1630.and adjusted by the National Geodetic Survey in December 1998..
 TU1630.The horizontal coordinates are valid at the epoch date displayed above.
 TU1630.The epoch date for horizontal control is a decimal equivalence
 TU1630.of Year/Month/Day.
 TU1630
 TU1630.The orthometric height was determined by vertical angle observations.
 TU1630
 TU1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1630
 TU1630.The geoid height was determined by GEOID03.
 TU1630
 TU1630;                    North         East     Units Scale Factor Converg.
 TU1630;SPC HI 3     -    30,768.189   493,784.154   MT  0.99999048   -0 01 18.9
 TU1630;UTM  04      - 2,371,640.435   597,407.774   MT  0.99971724   +0 20 37.3
 TU1630
 TU1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1630!SPC HI 3     -   0.99995542  x   0.99999048  =   0.99994590
 TU1630!UTM  04      -   0.99995542  x   0.99971724  =   0.99967267
 TU1630
 TU1630:                Primary Azimuth Mark                     Grid Az
 TU1630:SPC HI 3     -  KUNIA FACILITY RADAR TOWER               010 18 00.3
 TU1630:UTM  04      -  KUNIA FACILITY RADAR TOWER               009 56 04.1
 TU1630
 TU1630|---------------------------------------------------------------------|
 TU1630| PID    Reference Object                     Distance      Geod. Az  |
 TU1630|                                                           dddmmss.s |
 TU1630| TU1626 KUNIA FACILITY RADAR TOWER          APPROX. 3.2 KM 0101641.4 |
 TU1630| TU1623 WHEELER AFB CONTROL TOWER BCN       APPROX. 4.5 KM 0240540.1 |
 TU1630| TU1621 WHEELER AFB AFCS REC FAC TOWER      APPROX. 4.5 KM 0362139.1 |
 TU1630| TU1648 WHEELER AFB N REC MAST              APPROX. 4.3 KM 0364844.8 |
 TU1630| TU1647 WHEELER AFB S REC MAST              APPROX. 4.1 KM 0420906.7 |
 TU1630| TU1616 WAIPIO UKA RESET                    APPROX. 5.2 KM 0854431.3 |
 TU1630| CJ8762 KUNIA RM 1                            9.048 METERS 17631     |
 TU1630| TU1631 KUNIA RADIO STA KAHU MAST           254.348 METERS 18959     |
 TU1630| CJ8763 KUNIA RM 2                            8.853 METERS 35734     |
 TU1630|---------------------------------------------------------------------|
 TU1630
 TU1630                          SUPERSEDED SURVEY CONTROL
 TU1630
 TU1630  NAD 83(1986)-  21 26 40.32243(N)    158 03 35.88385(W) AD(       ) 1
 TU1630  OLD HI      -  21 26 51.72412(N)    158 03 45.77621(W) AD(       ) 1
 TU1630
 TU1630.Superseded values are not recommended for survey control.
 TU1630.NGS no longer adjusts projects to the OLD HI datum.
 TU1630.See file dsdata.txt to determine how the superseded data were derived.
 TU1630
 TU1630_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9740871640(NAD 83)
 TU1630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1630
 TU1630  HISTORY     - Date     Condition        Report By
 TU1630  HISTORY     - 1969     MONUMENTED       CGS
 TU1630
 TU1630                          STATION DESCRIPTION
 TU1630
 TU1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1630'THE STATION IS LOCATED ABOUT 5-1/4 MILES NORTHWEST OF WAIPAHU,
 TU1630'4-1/2 MILES SOUTHEAST OF WAHIAWA AND 1 MILE SOUTH OF KUNIA CAMP
 TU1630'ON THE WEST SIDE OF STATE HIGHWAY 75.
 TU1630'
 TU1630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 75 AND
 TU1630'STATE HIGHWAY 99 AT SCHOFIELD BARRACKS, GO SOUTH ON STATE HIGHWAY
 TU1630'75 FOR 2.6 MILES TO A CAUTION LIGHT AT THE SMALL SETTLEMENT OF
 TU1630'KUNIA CAMP.  CONTINUE AHEAD ON STATE HIGHWAY 75 FOR 0.9 MILE TO
 TU1630'THE STATION ON THE RIGHT.
 TU1630'
 TU1630'THE STATION MARK IS A STANDARD DISK, STAMPED KUNIA 1969, SET IN
 TU1630'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 TU1630'ABOVE THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF
 TU1630'STATE HIGHWAY 75, 9 FEET EAST OF THE CENTER OF A BLADED DIRT ROAD,
 TU1630'5 FEET WEST OF THE EDGE OF A CUT BANK, AND 3.5 FEET NORTHWEST OF
 TU1630'A METAL WITNESS POST.
 TU1630'
 TU1630'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KUNIA NO 1 1969, SET
 TU1630'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 TU1630'INCH ABOVE THE GROUND SURFACE.  IT IS 30 FEET WEST OF THE CENTER OF
 TU1630'THE HIGHWAY, 27.5 FEET SOUTH OF THE METAL WITNESS POST, 9 FEET
 TU1630'EAST OF THE CENTER OF THE BLADED DIRT ROAD, AND 5 FEET WEST OF THE
 TU1630'EDGE OF THE CUT BANK.
 TU1630'
 TU1630'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KUNIA NO 2 1969, SET
 TU1630'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 1
 TU1630'INCH ABOVE THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE CENTER OF
 TU1630'THE HIGHWAY, 31.2 FEET NORTH OF THE METAL WITNESS POST, 9 FEET
 TU1630'EAST OF THE CENTER OF THE BLADED DIRT ROAD AND 5 FEET WEST OF THE
 TU1630'EDGE OF THE CUT BANK.
 TU1630'
 TU1630'NO AZIMUTH MARK WAS SET AT THIS STATION AS THE WAIPAHU KAHU RADIO
 TU1630'STATION MAST WHICH IS ABOUT 0.25 MILE SOUTH-SOUTHWEST OF THE
 TU1630'STATION WILL SERVE AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1626 ***********************************************************************
 TU1626  DESIGNATION -  KUNIA FACILITY RADAR TOWER
 TU1626  PID         -  TU1626
 TU1626  STATE/COUNTY-  HI/HONOLULU
 TU1626  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1626
 TU1626                         *CURRENT SURVEY CONTROL
 TU1626  ___________________________________________________________________
 TU1626* NAD 83(1993)-  21 28 22.74177(N)    158 03 16.04080(W)     ADJUSTED  
 TU1626* LOCAL TIDAL -                                                        
 TU1626  ___________________________________________________________________
 TU1626  EPOCH DATE  -        1993.62
 TU1626  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 TU1626  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU1626
 TU1626  HORZ ORDER  -  THIRD
 TU1626
 TU1626.The horizontal coordinates were established by classical geodetic methods
 TU1626.and adjusted by the National Geodetic Survey in December 1998..
 TU1626.The horizontal coordinates are valid at the epoch date displayed above.
 TU1626.The epoch date for horizontal control is a decimal equivalence
 TU1626.of Year/Month/Day.
 TU1626
 TU1626
 TU1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1626
 TU1626.The geoid height was determined by GEOID03.
 TU1626
 TU1626;                    North         East     Units Scale Factor Converg.
 TU1626;SPC HI 3     -    33,916.449   494,356.295   MT  0.99999039   -0 01 11.8
 TU1626;UTM  04      - 2,374,791.426   597,959.650   MT  0.99971858   +0 20 46.2
 TU1626
 TU1626                          SUPERSEDED SURVEY CONTROL
 TU1626
 TU1626  NAD 83(1986)-  21 28 22.69176(N)    158 03 16.05158(W) AD(       ) 4
 TU1626  OLD HI      -  21 28 34.09533(N)    158 03 25.94427(W) AD(       ) 3
 TU1626
 TU1626.Superseded values are not recommended for survey control.
 TU1626.NGS no longer adjusts projects to the OLD HI datum.
 TU1626.See file dsdata.txt to determine how the superseded data were derived.
 TU1626
 TU1626_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9796074791(NAD 83)
 TU1626
 TU1626  HISTORY     - Date     Condition        Report By
 TU1626  HISTORY     - 1969     MONUMENTED       CGS
 TU1626
 TU1626                          STATION DESCRIPTION
 TU1626
 TU1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1626'THE STATION IS A SQUARE BOX UNDER THE ROUND ANTENNA OF THE
 TU1626'TOWER.  IT IS LOCATED 1.5 MILES SOUTHEAST OF SCHOFIELD BARRACKS,
 TU1626'0.2 MILE WEST OF STATE HIGHWAY 75.  IT IS A FOUR-LEGGED STEEL
 TU1626'TOWER PAINTED GRAY, WITH A RAILING AROUND THE TOP.  THERE IS
 TU1626'ONE ROUND ANTENNA AT THE VERY TOP ABOUT FIVE FEET HIGH, AND
 TU1626'THERE ARE THREE RADAR DISHES ON THE TOWER, WHICH IS 50 FEET
 TU1626'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1631 ***********************************************************************
 TU1631  DESIGNATION -  KUNIA RADIO STA KAHU MAST
 TU1631  PID         -  TU1631
 TU1631  STATE/COUNTY-  HI/HONOLULU
 TU1631  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1631
 TU1631                         *CURRENT SURVEY CONTROL
 TU1631  ___________________________________________________________________
 TU1631* NAD 83(1993)-  21 26 32.22846(N)    158 03 37.40512(W)     ADJUSTED  
 TU1631* LOCAL TIDAL -                                                        
 TU1631  ___________________________________________________________________
 TU1631  EPOCH DATE  -        1993.62
 TU1631  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 TU1631  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU1631
 TU1631  HORZ ORDER  -  THIRD
 TU1631
 TU1631.The horizontal coordinates were established by classical geodetic methods
 TU1631.and adjusted by the National Geodetic Survey in December 1998..
 TU1631.The horizontal coordinates are valid at the epoch date displayed above.
 TU1631.The epoch date for horizontal control is a decimal equivalence
 TU1631.of Year/Month/Day.
 TU1631
 TU1631
 TU1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1631
 TU1631.The geoid height was determined by GEOID03.
 TU1631
 TU1631;                    North         East     Units Scale Factor Converg.
 TU1631;SPC HI 3     -    30,517.717   493,739.940   MT  0.99999048   -0 01 19.5
 TU1631;UTM  04      - 2,371,389.754   597,365.170   MT  0.99971714   +0 20 36.7
 TU1631
 TU1631                          SUPERSEDED SURVEY CONTROL
 TU1631
 TU1631  NAD 83(1986)-  21 26 32.17803(N)    158 03 37.41581(W) AD(       ) 4
 TU1631  OLD HI      -  21 26 43.57893(N)    158 03 47.30877(W) AD(       ) 3
 TU1631
 TU1631.Superseded values are not recommended for survey control.
 TU1631.NGS no longer adjusts projects to the OLD HI datum.
 TU1631.See file dsdata.txt to determine how the superseded data were derived.
 TU1631
 TU1631_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9736571390(NAD 83)
 TU1631
 TU1631  HISTORY     - Date     Condition        Report By
 TU1631  HISTORY     - 1969     MONUMENTED       CGS
 TU1631
 TU1631                          STATION DESCRIPTION
 TU1631
 TU1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1631'THE STATION IS THE RED LIGHT ON TOP OF THE MAST, LOCATED ABOUT
 TU1631'THREE MILES SOUTH OF SCHOFIELD BARRACKS, ONE MILE SOUTHEAST OF
 TU1631'KUNIA POST OFFICE, ABOUT 300 FEET SOUTH OF TRIANGULATION
 TU1631'STATION KUNIA, AND ON THE WEST SIDE OF PLANTATION DRIVE.  IT IS
 TU1631'A THREE-SIDED STEEL STRUCTURE ABOUT 210 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2335 ***********************************************************************
 TU2335  DESIGNATION -  KUPAPAU
 TU2335  PID         -  TU2335
 TU2335  STATE/COUNTY-  HI/HAWAII
 TU2335  USGS QUAD   -  KALAPANA (1994)
 TU2335
 TU2335                         *CURRENT SURVEY CONTROL
 TU2335  ___________________________________________________________________
 TU2335* NAD 83(1993)-  19 19 44.11751(N)    155 01 00.87947(W)     ADJUSTED  
 TU2335* LOCAL TIDAL -         7.39   (meters)      24.2    (feet)  LEVELING  
 TU2335  ___________________________________________________________________
 TU2335  EPOCH DATE  -        1993.62
 TU2335  LAPLACE CORR-         -18.14  (seconds)                    DEFLEC99
 TU2335  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU2335
 TU2335  HORZ ORDER  -  FIRST
 TU2335  VERT ORDER  -  THIRD ?
 TU2335
 TU2335.The horizontal coordinates were established by classical geodetic methods
 TU2335.and adjusted by the National Geodetic Survey in December 1998..
 TU2335.The horizontal coordinates are valid at the epoch date displayed above.
 TU2335.The epoch date for horizontal control is a decimal equivalence
 TU2335.of Year/Month/Day.
 TU2335
 TU2335.The orthometric height was determined by differential leveling.
 TU2335.The vertical network tie was performed by a horz. field party for horz.
 TU2335.obs reductions. Reset procedures were used to establish the elevation.
 TU2335
 TU2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2335
 TU2335.The geoid height was determined by GEOID03.
 TU2335
 TU2335;                    North         East     Units Scale Factor Converg.
 TU2335;SPC HI 1     -    54,927.174   550,763.418   MT  0.99999851   +0 09 35.6
 TU2335;UTM  05      - 2,138,457.335   288,106.514   MT  1.00015502   -0 40 04.2
 TU2335
 TU2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2335!SPC HI 1     -   0.99999649  x   0.99999851  =   0.99999500
 TU2335!UTM  05      -   0.99999649  x   1.00015502  =   1.00015151
 TU2335
 TU2335|---------------------------------------------------------------------|
 TU2335| PID    Reference Object                     Distance      Geod. Az  |
 TU2335|                                                           dddmmss.s |
 TU2335| CN5501 KUPAPAU RM 1                          8.109 METERS 03624     |
 TU2335| CN5502 KUPAPAU RM 2                          6.693 METERS 14926     |
 TU2335| TU2337 LAEAPUKI                            APPROX. 8.0 KM 2461316.0 |
 TU2335|---------------------------------------------------------------------|
 TU2335
 TU2335                          SUPERSEDED SURVEY CONTROL
 TU2335
 TU2335  NAD 83(1986)-  19 19 44.06541(N)    155 01 00.90399(W) AD(       ) 1
 TU2335  OLD HI      -  19 19 54.93526(N)    155 01 10.90990(W) AD(       ) 1
 TU2335
 TU2335.Superseded values are not recommended for survey control.
 TU2335.NGS no longer adjusts projects to the OLD HI datum.
 TU2335.See file dsdata.txt to determine how the superseded data were derived.
 TU2335
 TU2335_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8810738457(NAD 83)
 TU2335_MARKER: Z = SEE DESCRIPTION
 TU2335_SETTING: 0 = UNSPECIFIED SETTING
 TU2335
 TU2335  HISTORY     - Date     Condition        Report By
 TU2335  HISTORY     - 1914     MONUMENTED       CGS
 TU2335  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2335  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2335  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2335
 TU2335                          STATION DESCRIPTION
 TU2335
 TU2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2335'ON EAST COAST OF HAWAII, ON KUPAPAU POINT, 3 MILES SOUTHWEST
 TU2335'ALONG THE COAST FROM THE VILLAGE OF KALAPANA.  STATION IS UP
 TU2335'IN THE LINE OF LARGE ROCKS WHICH HAVE BEEN THROWN BACK BY STORM
 TU2335'SURF.  IT IS ABOUT 22 METERS FROM THE SEA, AND 160 METERS FROM
 TU2335'THE SHARP POINT TO THE NORTHEAST WHERE THE SHORE TURNS ABRUPTLY
 TU2335'IN, TO FORM BAY.  MARKED BY A SURVEY TABLET SET IN A ROCK WHICH
 TU2335'IS ROUGHLY 3 BY 3 BY 2-1/2 FEET, AND WHICH IS CEMENTED FIRMLY
 TU2335'TO ROCKS BELOW.
 TU2335
 TU2335                          STATION RECOVERY (1967)
 TU2335
 TU2335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2335'STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO NEW
 TU2335'REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU2335'FOLLOWS--
 TU2335'
 TU2335'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF KALAPANA
 TU2335'VILLAGE, AT KUPAPAU POINT, ABOUT 1800 FEET SOUTHEAST OF THE
 TU2335'HIGHWAY AND 600 FEET SOUTHWEST OF THE SHARP POINT WHERE THE
 TU2335'SHORELINE TURNS IN TO NORTHWEST TO FORM THE COVE.  IT IS ALONG
 TU2335'THE TOP OF A PROMINENT ROW OF LARGE, JUMBLED ROCKS ABOVE THE
 TU2335'SMOOTH LAVA BEACH, 39 FEET SOUTHWEST FROM THE SOUTHWEST 1 OF
 TU2335'A ROW OF PANDANUS TREES VISIBLE FROM THE HIGHWAY, AND ABOUT 175
 TU2335'FEET SOUTHWEST FROM THE END OF A LARGE STONE WALL FROM WHICH
 TU2335'A FENCE LINE RUNS NORTHWEST.
 TU2335'
 TU2335'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 132 AND
 TU2335'13 AT PAHOA, GO SOUTH ON STATE HIGHWAY 13 FOR 11.0 MILES TO THE
 TU2335'CHURCHES AT KALAPANA.  CONTINUE WESTERLY ON THE HIGHWAY FOR
 TU2335'3.25 MILES TO CATTLEGUARD.  CONTINUE ON THE HIGHWAY 0.05
 TU2335'MILE.  TURN LEFT ON DIM TRACK ROAD BY CATTLEGUARD SIGN, AND GO
 TU2335'SOUTHEAST 0.25 MILE TO END OF ROAD ABOUT 50 YARDS FROM A LONE
 TU2335'COCONUT TREE (THE ONE NEAREST THE HIGHWAY).  WALK SOUTHEAST
 TU2335'FROM THE COCONUT PALM ON A LINE TOWARDS THE PANDANUS TREES,
 TU2335'ABOUT 350 YARDS TO STATION.
 TU2335'
 TU2335'STATION MARK IS A STANDARD DISK STAMPED KUPAPAU 1914, CEMENTED
 TU2335'IN A DRILL HOLE IN THE TOP OF A 4-FOOT-SQUARE BOULDER, SECURED
 TU2335'WITH CONCRETE ONTO THE ROCKS ON WHICH IT SETS, AND IS THE
 TU2335'HIGHEST POINT OF THE ROW OF JUMBLED ROCKS.  IT IS 145 FEET
 TU2335'NORTHWEST OF THE EXTREME ROCK TIP AT WATER EDGE, AND ABOUT 8
 TU2335'FEET HIGHER THAN THE SMOOTH LAVA BEACH LEDGE.
 TU2335'
 TU2335'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KUPAPAU
 TU2335'1914 NO 1 1967, CEMENTED IN A DRILL HOLE IN A LARGE ROCK AT THE
 TU2335'NORTH EDGE OF THE ROW OF JUMBLED ROCKS.  IT IS 12 FEET
 TU2335'SOUTHWEST OF THE BASE OF THE SOUTHWEST PANDANUS TREE, PROJECTS
 TU2335'2 FEET ABOVE GROUND, AND IS ABOUT 14 INCHES LOWER THAN STATION
 TU2335'MARK.
 TU2335'
 TU2335'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KUPAPAU
 TU2335'1914 NO 2 1967, CEMENTED IN A DRILL HOLE IN THE SMOOTH LAVA
 TU2335'BEACH LEDGE, 125 FEET NORTH OF THE EXTREME SOUTH TIP OF THE
 TU2335'LEDGE AND ABOUT 7.4 FEET LOWER THAN STATION MARK.
 TU2335
 TU2335                          STATION RECOVERY (1977)
 TU2335
 TU2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2335'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 TU2335'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED
 TU2335'FLAT AGAINST THE 1967 RECOVERY NOTE AND THE DIRECTION WAS
 TU2335'FOUND SMALLER BY 01 MINUTE 26 SECONDS.  THE DISTANCE TO
 TU2335'REFERENCE MARK 2 WAS FOUND LONGER BY 0.003 METER AND THE
 TU2335'DIRECTION WAS FOUND SMALLER BY 09 SECONDS.  A COMPLETE NEW
 TU2335'DESCRIPTION FOLLOWS.
 TU2335'
 TU2335'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF
 TU2335'KALAPANA, 1/2 MILE EAST OF STATE HIGHWAY 13 AND THE ENTRANCE TO
 TU2335'THE HAWAII VOLCANOES NATIONAL PARK, ALONG THE SHORE LINE AT
 TU2335'KUPAPAU POINT AND ON PROPERTY OWNED BY HAWAII VOLCANOES
 TU2335'NATIONAL PARK.
 TU2335'
 TU2335'TO REACH THE STATION FROM THE STAR OF THE SEA (PAINTED) CHURCH
 TU2335'IN KALAPANA, GO SOUTHWEST ON STATE HIGHWAY 13 FOR 3.3 MILES TO
 TU2335'A CATTLE GUARD AND THE ENTRANCE TO THE HAWAII VOLCANOES
 TU2335'NATIONAL PARK.  CONTINUE ON HIGHWAY 13 FOR 0.05 MILE TO A TRACK
 TU2335'ROAD LEFT AND A GATE ON THE LEFT.  TURN LEFT AND PASS THROUGH
 TU2335'THE GATE AND GO EASTERLY ON THE TRACK ROAD FOR 0.45 MILE TO
 TU2335'WHERE A WIRE FENCE AND A ROCK WALL JOINS TOGETHER ON THE LEFT
 TU2335'AND THE END OF TRUCK TRAVEL (THE FENCE LINE IS THE NATIONAL
 TU2335'PARK BOUNDARY).  FROM HERE PACK ALONG THE TOP OF THE ROCK
 TU2335'WALL TO THE END AT THE WATERS EDGE.  TURN LEFT AND PACK ALONG
 TU2335'THE SHORE LINE FOR ABOUT 200 FEET TO THE STATION ON THE
 TU2335'RIGHT IN A JUMBLED PILE OF ROCKS.
 TU2335'
 TU2335'STATION MARK, STAMPED KUPAPAU 1914, IS A C AND GS DISK CEMENTED
 TU2335'IN A DRILL HOLE IN A 4 BY 4 FOOT BOULDER WHICH PROJECTS HIGHER
 TU2335'THAN THE SMOOTH LAVA ALONG THE WATERS EDGE.  IT IS 208 FEET
 TU2335'SOUTHWEST OF THE EAST END OF THE ROCK WALL.  (NOTE 4)
 TU2335'
 TU2335'REFERENCE MARK 1, STAMPED KUPAPAU 1914 NO 1 1967, IS A
 TU2335'C AND GS DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 TU2335'2 FEET LOWER THAN THE STATION.  IT IS 183 FEET SOUTHWEST OF
 TU2335'THE EAST END OF THE ROCK WALL.  (NOTE 12C)
 TU2335'
 TU2335'REFERENCE MARK 2, STAMPED KUPAPAU 1914 NO 2 1967, IS A
 TU2335'C AND GS DISK CEMENTED IN A DRILL HOLE IN SMOOTH LAVA ROCK WHICH
 TU2335'IS ABOUT 8 FEET LOWER THAN THE STATION.  IT IS 203 FEET
 TU2335'SOUTHWEST OF THE EAST END OF THE ROCK WALL.  (NOTE 12A)
 TU2335'
 TU2335'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 TU2335'
 TU2335'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 TU2335'SOUTHWEST OF KALAPANA.
 TU2335
 TU2335                          STATION RECOVERY (1978)
 TU2335
 TU2335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2335'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2335'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1040 ***********************************************************************
 TU1040  DESIGNATION -  KUPAUA
 TU1040  PID         -  TU1040
 TU1040  STATE/COUNTY-  HI/HONOLULU
 TU1040  USGS QUAD   -  KOKO HEAD (1983)
 TU1040
 TU1040                         *CURRENT SURVEY CONTROL
 TU1040  ___________________________________________________________________
 TU1040* NAD 83(1993)-  21 17 08.74646(N)    157 43 53.00975(W)     ADJUSTED  
 TU1040* LOCAL TIDAL -        99.2    (meters)     325.     (feet)  VERT ANG  
 TU1040  ___________________________________________________________________
 TU1040  EPOCH DATE  -        1993.62
 TU1040  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 TU1040  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1040
 TU1040  HORZ ORDER  -  FIRST
 TU1040
 TU1040.The horizontal coordinates were established by classical geodetic methods
 TU1040.and adjusted by the National Geodetic Survey in December 1998..
 TU1040.The horizontal coordinates are valid at the epoch date displayed above.
 TU1040.The epoch date for horizontal control is a decimal equivalence
 TU1040.of Year/Month/Day.
 TU1040
 TU1040.The orthometric height was determined by vertical angle observations.
 TU1040
 TU1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1040
 TU1040.The geoid height was determined by GEOID03.
 TU1040
 TU1040;                    North         East     Units Scale Factor Converg.
 TU1040;SPC HI 3     -    13,209.920   527,873.619   MT  0.99999960   +0 05 51.0
 TU1040;UTM  04      - 2,354,303.281   631,600.359   MT  0.99981401   +0 27 38.1
 TU1040
 TU1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1040!SPC HI 3     -   0.99998196  x   0.99999960  =   0.99998156
 TU1040!UTM  04      -   0.99998196  x   0.99981401  =   0.99979598
 TU1040
 TU1040:                Primary Azimuth Mark                     Grid Az
 TU1040:SPC HI 3     -  WAIMANALO 2                              057 33 44.1
 TU1040:UTM  04      -  WAIMANALO 2                              057 11 57.0
 TU1040
 TU1040|---------------------------------------------------------------------|
 TU1040| PID    Reference Object                     Distance      Geod. Az  |
 TU1040|                                                           dddmmss.s |
 TU1040| TU1014 WAIMANALO 2                         APPROX. 6.8 KM 0573935.1 |
 TU1040| CJ8764 KUPAUA RM 1                           8.278 METERS 14338     |
 TU1040| TU1039 KULIOUOU                            254.205 METERS 17848     |
 TU1040| CJ8765 KUPAUA RM 2                           6.244 METERS 22153     |
 TU1040|---------------------------------------------------------------------|
 TU1040
 TU1040                          SUPERSEDED SURVEY CONTROL
 TU1040
 TU1040  NAD 83(1986)-  21 17 08.69612(N)    157 43 53.01812(W) AD(       ) 1
 TU1040  OLD HI      -  21 17 20.09329(N)    157 44 02.88815(W) AD(       ) 1
 TU1040
 TU1040.Superseded values are not recommended for survey control.
 TU1040.NGS no longer adjusts projects to the OLD HI datum.
 TU1040.See file dsdata.txt to determine how the superseded data were derived.
 TU1040
 TU1040_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3160054303(NAD 83)
 TU1040_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1040_SETTING: 66 = SET IN ROCK OUTCROP
 TU1040
 TU1040  HISTORY     - Date     Condition        Report By
 TU1040  HISTORY     - 1969     MONUMENTED       CGS
 TU1040
 TU1040                          STATION DESCRIPTION
 TU1040
 TU1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1040'STATION IS LOCATED ABOUT 1-1/2 MILES EAST-NORTHEAST OF AINA
 TU1040'HAINA, 1/3 MILE NORTHEAST OF THE NIU SHOPPING CENTER, 250 YARDS
 TU1040'NORTH OF A CONCRETE WATER TANK AT A POINT ON A NORTH-SOUTH RIDGE
 TU1040'WHICH IS ABOUT 300 FEET IN ELEVATION.
 TU1040'
 TU1040'TO REACH THE STATION FROM THE INTERSECTION OF WEST HIND DRIVE
 TU1040'AND KALANIANAOLE HIGHWAY (STATE HIGHWAY 72) IN AINA HAINA, GO EAST
 TU1040'ON THE HIGHWAY FOR 1.35 MILE TO HALEMAUMAU STREET ON THE LEFT,
 TU1040'TURN LEFT ON HALEMAUMAU STREET FOR 0.05 MILE THEN RIGHT, EAST,
 TU1040'ON MAHIMAHI STREET FOR 0.15 MILE TO WHERE MAHIMAHI STREET CURVES
 TU1040'TO THE LEFT AND A CONCRETE DRIVE CONTINUES EAST, CONTINUE EAST ON
 TU1040'THE CONCRETE DRIVE FOR 0.05 MILE TO A LOCKED GATE, PASS THROUGH
 TU1040'THE GATE AND CONTINUE NORTH AND EAST UP STEEP WINDING ROAD FOR
 TU1040'0.1 MILE TO THE WEST SIDE OF A CONCRETE WATER TANK AND THE
 TU1040'END OF TRUCK TRAVEL AND STATION KULIOUOU 1928 (AZIMUTH MARK)
 TU1040'ON A POINT JUST SOUTH OF THE WATER TANK.  PACK NORTH UP STEEP
 TU1040'RIDGE FOR ABOUT 250 YARDS TO THE STATION.  A 10 MINUTE
 TU1040'PACK.
 TU1040'
 TU1040'STATION MARK IS A STANDARD DISK, STAMPED KUPAUA 1969, CEMENTED
 TU1040'IN A DRILL HOLE IN A LARGE OUTCROP WHICH IS FLUSH WITH THE
 TU1040'SURFACE.  IT IS ON THE HIGHEST POINT OF THE FIRST KNOLL ON THE
 TU1040'RIDGE NORTH OF THE WATER TANK.
 TU1040'
 TU1040'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KUPAUA NO 1 1969,
 TU1040'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT 1 FOOT
 TU1040'ON THE EAST SIDE AND IS FLUSH ON THE WEST SIDE.  IT IS ON THE
 TU1040'EAST EDGE OF THE RIDGE.
 TU1040'
 TU1040'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KUPAUA NO 2
 TU1040'1969, CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH
 TU1040'PROJECTS ABOUT 1 FOOT ON THE WEST SIDE AND ABOUT 4 INCHES ON
 TU1040'THE EAST SIDE.  IT IS ON THE WEST EDGE OF THE RIDGE.
 TU1040'
 TU1040'AZIMUTH MARK IS AN HAWAII TERRITORIAL SURVEY DISK, UNSTAMPED,
 TU1040'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT
 TU1040'4 INCHES ABOVE THE GROUND SURFACE.  THERE IS A TERRITORY OF HAWAII
 TU1040'SURVEY TYPE A SIGNAL CENTERED OVER THE MARK.  THE FLOOR OF THE
 TU1040'SIGNAL PROJECTS ABOUT 4 FEET ABOVE THE MARK.
 TU1040'
 TU1040'DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 30.57 FT. 9.318 M.
 TU1040'
 TU1040'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3319 ***********************************************************************
 TU3319  DESIGNATION -  KUPEKE
 TU3319  PID         -  TU3319
 TU3319  STATE/COUNTY-  HI/MAUI
 TU3319  USGS QUAD   -  
 TU3319
 TU3319                         *CURRENT SURVEY CONTROL
 TU3319  ___________________________________________________________________
 TU3319* NAD 83(1993)-  21 04 20.75062(N)    156 47 29.59312(W)     ADJUSTED  
 TU3319* LOCAL TIDAL -        21.     (meters)      69.     (feet)  SCALED    
 TU3319  ___________________________________________________________________
 TU3319  EPOCH DATE  -        1993.62
 TU3319  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 TU3319  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU3319
 TU3319  HORZ ORDER  -  THIRD
 TU3319
 TU3319.The horizontal coordinates were established by classical geodetic methods
 TU3319.and adjusted by the National Geodetic Survey in December 1998..
 TU3319.The horizontal coordinates are valid at the epoch date displayed above.
 TU3319.The epoch date for horizontal control is a decimal equivalence
 TU3319.of Year/Month/Day.
 TU3319
 TU3319.The orthometric height was scaled from a topographic map.
 TU3319
 TU3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3319
 TU3319.The geoid height was determined by GEOID03.
 TU3319
 TU3319;                    North         East     Units Scale Factor Converg.
 TU3319;SPC HI 2     -    81,830.196   487,022.150   MT  0.99996875   -0 02 41.7
 TU3319;UTM  04      - 2,331,754.279   729,452.714   MT  1.00025066   +0 47 39.8
 TU3319
 TU3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3319!SPC HI 2     -   0.99999423  x   0.99996875  =   0.99996298
 TU3319!UTM  04      -   0.99999423  x   1.00025066  =   1.00024489
 TU3319
 TU3319:                Primary Azimuth Mark                     Grid Az
 TU3319:SPC HI 2     -  MAPULEHU                                 241 53 28.6
 TU3319:UTM  04      -  MAPULEHU                                 241 03 07.1
 TU3319
 TU3319|---------------------------------------------------------------------|
 TU3319| PID    Reference Object                     Distance      Geod. Az  |
 TU3319|                                                           dddmmss.s |
 TU3319| TU3321 MAPULEHU                            APPROX. 1.2 KM 2415046.9 |
 TU3319|---------------------------------------------------------------------|
 TU3319
 TU3319                          SUPERSEDED SURVEY CONTROL
 TU3319
 TU3319  NAD 83(1986)-  21 04 20.70422(N)    156 47 29.54102(W) AD(       ) 3
 TU3319  OLD HI      -  21 04 32.22000(N)    156 47 39.55000(W) AD(       ) 3
 TU3319
 TU3319.Superseded values are not recommended for survey control.
 TU3319.NGS no longer adjusts projects to the OLD HI datum.
 TU3319.See file dsdata.txt to determine how the superseded data were derived.
 TU3319
 TU3319_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2945331754(NAD 83)
 TU3319
 TU3319  HISTORY     - Date     Condition        Report By
 TU3319  HISTORY     - UNK      MONUMENTED
 TU3319  HISTORY     - 1930     SEE DESCRIPTION  HITS
 TU3319  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3319  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3319
 TU3319                          STATION DESCRIPTION
 TU3319
 TU3319'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1930
 TU3319'STATION IS ON A SAND BAR JUST INSIDE OF A FISHPOND WALL, CLOSE
 TU3319'TO BUCHANANS FISH NET HOUSE.
 TU3319'
 TU3319'FOUND A SQUARE IRON BAR AT THE STATION AGREEING WITH THE TWO
 TU3319'REMAINING WITNESS CROSSES ON ROCKS IN A WALL.  THE OTHER
 TU3319'WITNESS CROSS IS LOST.
 TU3319'
 TU3319'BUILT A CONCRETE MONUMENT WITH AN HAWAII TERRITORY SURVEY
 TU3319'STANDARD BRONZE DISK, SET ABOUT 4 IN. BELOW THE ORIGINAL
 TU3319'SURFACE.  MONUMENT IS 1 FT. SQUARE, EXTENDING 2 FT. BELOW
 TU3319'GROUND SURFACE.  SUPERSTRUCTURE, TYPE B1, OF REINFORCED CONCRETE
 TU3319'4 IN. ABOVE THE GROUND SURFACE, WITH EDGES EXTENDING 9 IN. BELOW
 TU3319'THE GROUND, 9 IN. THICK ALL AROUND, WITH ROCKS PILED ALL AROUND.
 TU3319'
 TU3319'THIS STATION IS VALUABLE FOR LOCAL WORK, BUT HAS NEVER BEEN
 TU3319'ESTABLISHED WITH PRECISION, AZIMUTHS HAVING BEEN DETERMINED TO
 TU3319'ONLY THE NEAREST MINUTE.  ITS IMPORTANCE AND CONVENIENT LOCATION
 TU3319'JUSTIFY MORE ACCURATE DETERMINATION OF LOCATION.  VISIBILITY OF
 TU3319'ALL ADJACENT STATIONS IS GOOD EXCEPT AHAINO, WHICH IS OBSCURED
 TU3319'BY BUCHANANS HOUSE (ABOUT 12- BY 12-FT.).  IT IS CHEAPER TO MOVE
 TU3319'THE HOUSE, AND AGREEABLE TO OWNER, THAN TO BUILD THE STATION
 TU3319'HIGHER OR TO ESTABLISH A NEW LOCATION.
 TU3319
 TU3319                          STATION RECOVERY (1931)
 TU3319
 TU3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3319'IS AT THE W END OF A LARGE FISHPOND WALL JUST E OF DUKOO.  THERE
 TU3319'IS A GREENHOUSE ABOUT 8 M. N OF THE STATION.  STATION MARK
 TU3319'IS A STANDARD DISK SET IN CONCRETE.  THE TERRITORY HAS MARKED
 TU3319'THE STATION ACCORDING TO NOTE 14 B.
 TU3319
 TU3319                          STATION RECOVERY (1962)
 TU3319
 TU3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3319'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3319'
 TU3319'STATION IS LOCATED ABOUT 5.7 MILES NORTHEAST OF THE WHARF AT
 TU3319'KAMALO, ON A PROMINENT POINT OF LAND AT THE SOUTHEAST CORNER
 TU3319'OF KUPEKE FISHPOND, ABOUT 15 FEET SOUTH OF A SMALL BEACH
 TU3319'COTTAGE, AND AT THE NORTH EDGE OF A STONE RIPRAP AROUND THE
 TU3319'POINT.
 TU3319'
 TU3319'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 46
 TU3319'AT THE POST OFFICE IN KAUNAKAKAI, GO 19.0 MILES SOUTHEAST ON
 TU3319'STATE ROUTE 45 TO GATE AND DRIVE ON RIGHT (THE EAST ONE OF TWO
 TU3319'GATES CLOSE TOGETHER), TURN RIGHT GO 0.15 MILE SOUTH TO END OF
 TU3319'DRIVE AT SMALL BEACH COTTAGE AND STATION.
 TU3319'
 TU3319'STATE SURVEY MONUMENT, TYPE B NOW OVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE5247 ***********************************************************************
 DE5247  DESIGNATION -  KURE 2001
 DE5247  PID         -  DE5247
 DE5247  STATE/COUNTY-  HI/HONOLULU
 DE5247  USGS QUAD   -  
 DE5247
 DE5247                         *CURRENT SURVEY CONTROL
 DE5247  ___________________________________________________________________
 DE5247* NAD 83(1993)-  28 23 37.52191(N)    178 17 38.14569(W)     ADJUSTED  
 DE5247* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 DE5247  ___________________________________________________________________
 DE5247  EPOCH DATE  -        1993.62
 DE5247  X           -  -5,612,617.170 (meters)                     COMP
 DE5247  Y           -    -167,173.786 (meters)                     COMP
 DE5247  Z           -   3,014,966.536 (meters)                     COMP
 DE5247  ELLIP HEIGHT-           5.67  (meters)          (07/03/02) GPS OBS
 DE5247
 DE5247  HORZ ORDER  -  B
 DE5247  ELLP ORDER  -  THIRD     CLASS I
 DE5247
 DE5247.The horizontal coordinates were established by GPS observations
 DE5247.and adjusted by the National Geodetic Survey in July 2002..
 DE5247.The horizontal coordinates are valid at the epoch date displayed above.
 DE5247.The epoch date for horizontal control is a decimal equivalence
 DE5247.of Year/Month/Day.
 DE5247
 DE5247.The orthometric height was scaled from a topographic map.
 DE5247
 DE5247.Photographs are available for this station.
 DE5247
 DE5247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5247
 DE5247.The ellipsoidal height was determined by GPS observations
 DE5247.and is referenced to NAD 83.
 DE5247
 DE5247;                    North         East     Units Scale Factor Converg.
 DE5247;SPC HI 5     -   883,025.679 *,***,*******   MT  1.03989846   -8 51 07.1
 DE5247;UTM  01      - 3,141,502.732   373,237.106   MT  0.99979832   -0 36 55.4
 DE5247
 DE5247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5247!SPC HI 5     -   0.99999911  x   1.03989846  =   1.03989753
 DE5247!UTM  01      -   0.99999911  x   0.99979832  =   0.99979743
 DE5247
 DE5247                          SUPERSEDED SURVEY CONTROL
 DE5247
 DE5247.No superseded survey control is available for this station.
 DE5247
 DE5247_U.S. NATIONAL GRID SPATIAL ADDRESS:  1RCM7323741503(NAD 83)
 DE5247_MARKER: DD = SURVEY DISK
 DE5247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5247+STABILITY: POSITION/ELEVATION WELL
 DE5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5247+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5247
 DE5247  HISTORY     - Date     Condition        Report By
 DE5247  HISTORY     - 2001     MONUMENTED       NGS
 DE5247
 DE5247                          STATION DESCRIPTION
 DE5247
 DE5247'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
 DE5247'STATION IS SET IN CONCRETE ABOUT 10-11 FT W OF NE CORNER OF CONCRETE
 DE5247'PAD, 5 FT SW OF IRREGULAR EAST EDGE, 22 FT EAST OF AUSTRAILIAN PINE.
 DE5247'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0438 ***********************************************************************
 TU0438  DESIGNATION -  L
 TU0438  PID         -  TU0438
 TU0438  STATE/COUNTY-  HI/HONOLULU
 TU0438  USGS QUAD   -  HONOLULU (1983)
 TU0438
 TU0438                         *CURRENT SURVEY CONTROL
 TU0438  ___________________________________________________________________
 TU0438* NAD 83(1986)-  21 16 54.     (N)    157 48 50.     (W)     SCALED    
 TU0438* LOCAL TIDAL -         3.822  (meters)      12.54   (feet)  ADJ UNCH  
 TU0438  ___________________________________________________________________
 TU0438  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU0438
 TU0438  VERT ORDER  -  FIRST     CLASS II
 TU0438
 TU0438.The horizontal coordinates were scaled from a topographic map and have
 TU0438.an estimated accuracy of +/- 6 seconds.
 TU0438
 TU0438.The orthometric height was key entered from printed documents
 TU0438.and not key verified.
 TU0438
 TU0438.The geoid height was determined by GEOID03.
 TU0438
 TU0438;                    North         East    Units  Estimated Accuracy
 TU0438;SPC HI 3     -    12,740.      519,310.      MT  (+/- 180 meters Scaled)
 TU0438
 TU0438                          SUPERSEDED SURVEY CONTROL
 TU0438
 TU0438.No superseded survey control is available for this station.
 TU0438
 TU0438_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ230537(NAD 83)
 TU0438_MARKER: DD = SURVEY DISK
 TU0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0438+STABILITY: SURFACE MOTION
 TU0438
 TU0438  HISTORY     - Date     Condition        Report By
 TU0438  HISTORY     - UNK      MONUMENTED
 TU0438  HISTORY     - 1963     GOOD             NGS
 TU0438  HISTORY     - 1969     GOOD             NGS
 TU0438  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 TU0438
 TU0438                          STATION DESCRIPTION
 TU0438
 TU0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0438'IN HONOLULU.
 TU0438'1.4 MILES AIRLINE SOUTHEAST OF THE FEDERAL BUILDING IN HONOLULU, AT
 TU0438'THE INTERSECTION OF THE CENTER LINES OF KAPAHULU, WINAM, AND PALANI
 TU0438'AVENUES.  34.5 FEET WEST-NORTHWEST OF STREET SIGNPOST WINAM AVE
 TU0438'KAPAHULU AVE, 30 FEET SOUTH-SOUTHWEST OF A POWER POLE WITH FIRE ALARM
 TU0438'BOX NO. 6187 ON IT, 37 FEET SOUTHWEST OF THE CENTER OF A STORM-DRAIN
 TU0438'MANHOLE COVER, AND PROJECTING ABOUT 1 INCH FROM THE TOP OF A
 TU0438'3-INCH-DIAMETER, CONCRETE POST SET BELOW STREET SURFACE.  ACCESS TO
 TU0438'THE MARK IS HAD THROUGH A 7-INCH-DIAMETER, CAST-IRON, HANDHOLE COVER.
 TU0438
 TU0438                          STATION RECOVERY (1969)
 TU0438
 TU0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0438'RECOVERED IN GOOD CONDITION.
 TU0438
 TU0438                          STATION RECOVERY (1999)
 TU0438
 TU0438'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0133 ***********************************************************************
 TU0133  DESIGNATION -  L 1
 TU0133  PID         -  TU0133
 TU0133  STATE/COUNTY-  HI/HAWAII
 TU0133  USGS QUAD   -  KIPUKA PAKEKAKE (1995)
 TU0133
 TU0133                         *CURRENT SURVEY CONTROL
 TU0133  ___________________________________________________________________
 TU0133* NAD 83(1986)-  19 29 47.     (N)    155 22 45.     (W)     SCALED    
 TU0133* LOCAL TIDAL -      2009.980  (meters)    6594.41   (feet)  ADJ UNCH  
 TU0133  ___________________________________________________________________
 TU0133  GEOID HEIGHT-          25.65  (meters)                     GEOID03
 TU0133
 TU0133  VERT ORDER  -  FIRST     CLASS II
 TU0133
 TU0133.The horizontal coordinates were scaled from a topographic map and have
 TU0133.an estimated accuracy of +/- 6 seconds.
 TU0133
 TU0133.The orthometric height was key entered from printed documents
 TU0133.and not key verified.
 TU0133
 TU0133.The geoid height was determined by GEOID03.
 TU0133
 TU0133;                    North         East    Units  Estimated Accuracy
 TU0133;SPC HI 1     -    73,400.      512,680.      MT  (+/- 180 meters Scaled)
 TU0133
 TU0133                          SUPERSEDED SURVEY CONTROL
 TU0133
 TU0133.No superseded survey control is available for this station.
 TU0133
 TU0133_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB502574(NAD 83)
 TU0133_MARKER: DB = BENCH MARK DISK
 TU0133_SETTING: 80 = SET IN A BOULDER
 TU0133_SP_SET: BOULDER
 TU0133_STAMPING: L 1 1926
 TU0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0133+STABILITY: SURFACE MOTION
 TU0133
 TU0133  HISTORY     - Date     Condition        Report By
 TU0133  HISTORY     - 1926     MONUMENTED       CGS
 TU0133  HISTORY     - 1967     GOOD             NGS
 TU0133  HISTORY     - 1975     MARK NOT FOUND   NGS
 TU0133
 TU0133                          STATION DESCRIPTION
 TU0133
 TU0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0133'18 MI W FROM MOUNTAIN VIEW.
 TU0133'1.8 MILES WEST ON THE CRATER RIM ROAD FROM THE HAWAII VOLCANOES
 TU0133'NATIONAL PARK HEADQUARTERS.  THENCE RIGHT 0.1 MILE TO CROSSROAD AT
 TU0133'STATE HIGHWAY 11.  CONTINUE STRAIGHT AHEAD AS PER SIGN MAUNA LOA STRIP
 TU0133'SCENIC ROAD, FOR 1.6 MILES TO ROAD LOOP AT BIRD PARK.  PASS THROUGH
 TU0133'STONE GATEPOSTS AND FOLLOW NARROW, WINDING, MACADAM, SCENIC ROAD
 TU0133'UPGRADE FOR 10.2 MILES TO END OF ROAD AT OBSERVATION HOUSE. WALK
 TU0133'EASTERLY, DOWN BRUSHY SLOPE, ABOUT 150 YARDS TO PROMINENT STONE FENCE,
 TU0133'THEN GO LEFT, NORTHERLY, ALONG LEFT SIDE OF FENCE ABOUT 1/2-MILE TO
 TU0133'SOUTHWEST EDGE OF LAVA FLOW.  CONTINUE ON TRAIL ALONG FENCE ABOUT 60
 TU0133'YARDS TO BOTTOM OF SMALL GULLY.  ABOUT 260 YARDS NORTH OF OLD
 TU0133'TELEPHONE LINE, 84 FEET SOUTH OF FENCE CORNER, 57 FEET SOUTH OF A
 TU0133'WOVEN-WIRE CROSS-FENCE, 2 FEET WEST OF THE STONE FENCE, AND CEMENTED
 TU0133'IN A DRILL HOLE IN THE TOP OF A LARGE 4 X 6-FOOT BOULDER THAT PROJECTS
 TU0133'3 FEET ABOVE GROUND.
 TU0133
 TU0133                          STATION RECOVERY (1975)
 TU0133
 TU0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TU0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0452 ***********************************************************************
 TU0452  DESIGNATION -  L 10
 TU0452  PID         -  TU0452
 TU0452  STATE/COUNTY-  HI/HONOLULU
 TU0452  USGS QUAD   -  PEARL HARBOR (1983)
 TU0452
 TU0452                         *CURRENT SURVEY CONTROL
 TU0452  ___________________________________________________________________
 TU0452* NAD 83(1986)-  21 21 11.     (N)    157 57 13.     (W)     SCALED    
 TU0452* LOCAL TIDAL -         3.720  (meters)      12.20   (feet)  ADJ UNCH  
 TU0452  ___________________________________________________________________
 TU0452  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0452
 TU0452  VERT ORDER  -  SECOND    CLASS 0
 TU0452
 TU0452.The horizontal coordinates were scaled from a topographic map and have
 TU0452.an estimated accuracy of +/- 6 seconds.
 TU0452
 TU0452.The orthometric height was key entered from printed documents
 TU0452.and not key verified.
 TU0452
 TU0452.The geoid height was determined by GEOID03.
 TU0452
 TU0452;                    North         East    Units  Estimated Accuracy
 TU0452;SPC HI 3     -    20,640.      504,810.      MT  (+/- 180 meters Scaled)
 TU0452
 TU0452                          SUPERSEDED SURVEY CONTROL
 TU0452
 TU0452.No superseded survey control is available for this station.
 TU0452
 TU0452_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ084615(NAD 83)
 TU0452_MARKER: DB = BENCH MARK DISK
 TU0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0452_SP_SET: PIER
 TU0452_STAMPING: L 10 1966
 TU0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0452+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 TU0452
 TU0452  HISTORY     - Date     Condition        Report By
 TU0452  HISTORY     - 1966     MONUMENTED       CGS
 TU0452  HISTORY     - 20030708 GOOD             GEOCAC
 TU0452
 TU0452                          STATION DESCRIPTION
 TU0452
 TU0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0452'3 MI SSE FROM PEARL CITY.
 TU0452'THE DISK IS SET IN CONCRETE AT THE SOUTHWEST CORNER OF DOCK BAKER 13.
 TU0452'THERE IS A SHORT DIAGONAL SECTION OF PIER THAT CUTS THE CORNER OF THE
 TU0452'DOCK.  ABOUT THE CENTER OF THIS SECTION AND NEXT TO THE FACE OF THE
 TU0452'PIER IS A MOORING BITT.  THE DISK IS SET 1 FOOT SOUTH OF THE SOUTH END
 TU0452'OF THIS MOORING BITT AND 0.5 FOOT WEST OF THE FACE OF THE PIER.
 TU0452
 TU0452                          STATION RECOVERY (2003)
 TU0452
 TU0452'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0693 ***********************************************************************
 TU0693  DESIGNATION -  L 1000
 TU0693  PID         -  TU0693
 TU0693  STATE/COUNTY-  HI/KAUAI
 TU0693  USGS QUAD   -  KEKAHA (1983)
 TU0693
 TU0693                         *CURRENT SURVEY CONTROL
 TU0693  ___________________________________________________________________
 TU0693* NAD 83(1986)-  22 01 23.     (N)    159 46 45.     (W)     SCALED    
 TU0693* LOCAL TIDAL -         2.521  (meters)       8.27   (feet)  ADJ UNCH  
 TU0693  ___________________________________________________________________
 TU0693  GEOID HEIGHT-          16.19  (meters)                     GEOID03
 TU0693
 TU0693  VERT ORDER  -  SECOND    CLASS 0
 TU0693
 TU0693.The horizontal coordinates were scaled from a topographic map and have
 TU0693.an estimated accuracy of +/- 6 seconds.
 TU0693
 TU0693.The orthometric height was key entered from printed documents
 TU0693.and not key verified.
 TU0693
 TU0693.The geoid height was determined by GEOID03.
 TU0693
 TU0693;                    North         East    Units  Estimated Accuracy
 TU0693;SPC HI 4     -    21,030.      471,180.      MT  (+/- 180 meters Scaled)
 TU0693
 TU0693                          SUPERSEDED SURVEY CONTROL
 TU0693
 TU0693.No superseded survey control is available for this station.
 TU0693
 TU0693_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK195355(NAD 83)
 TU0693_MARKER: DB = BENCH MARK DISK
 TU0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0693_STAMPING: L 1000 1964
 TU0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0693+STABILITY: SURFACE MOTION
 TU0693
 TU0693  HISTORY     - Date     Condition        Report By
 TU0693  HISTORY     - 1964     MONUMENTED       CGS
 TU0693  HISTORY     - 1966     GOOD             NGS
 TU0693  HISTORY     - 19970108 MARK NOT FOUND   USPSQD
 TU0693
 TU0693                          STATION DESCRIPTION
 TU0693
 TU0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0693'5.7 MI NW FROM KEKAHA.
 TU0693'LOCATED 5.7 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 TU0693'OF STATE HIGHWAYS 50 AND 55 AT KEKAHA, AT ABOUT THE MIDDLE OF THE LONG
 TU0693'CURVE IN THE HIGHWAY, IN THE SOUTH ANGLE OF THE CROSSROAD INTERSECTION
 TU0693'OF A DIRT ROAD AND THE HIGHWAY, 33 FEET SOUTHWEST OF THE CENTERLINE OF
 TU0693'THE HIGHWAY, 19 FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD RUNNING
 TU0693'SOUTHWEST AND 28.4 FEET NORTHEAST OF A STOP SIGN ON THIS DIRT ROAD, IN
 TU0693'LINE WITH THE CONCRETE CULVERT ABUTMENT AT THE SOUTHEAST SIDE OF THE
 TU0693'DIRT ROAD, 38.5 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A 3-LEGGED,
 TU0693'IRON STRUCTURE SETTING ON THE CONCRETE CULVERT ABUTMENT AT THE
 TU0693'NORTHWEST SIDE OF THE DIRT ROAD AND WITH A SIGN 324-1 ATTACHED TO IT,
 TU0693'69 FEET SOUTHEAST OF A SMALL, WHITE, METAL BOX ATTACHED TO A WOODEN
 TU0693'POST ON SOUTHWEST SIDE OF HIGHWAY, AND SET IN THE TOP OF A
 TU0693'10-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 10 INCHES ABOVE
 TU0693'GROUND.
 TU0693
 TU0693                          STATION RECOVERY (1997)
 TU0693
 TU0693'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0331 ***********************************************************************
 TU0331  DESIGNATION -  L 11
 TU0331  PID         -  TU0331
 TU0331  STATE/COUNTY-  HI/HONOLULU
 TU0331  USGS QUAD   -  KOKO HEAD (1983)
 TU0331
 TU0331                         *CURRENT SURVEY CONTROL
 TU0331  ___________________________________________________________________
 TU0331* NAD 83(1986)-  21 16 34.     (N)    157 42 15.     (W)     SCALED    
 TU0331* LOCAL TIDAL -         4.877  (meters)      16.00   (feet)  ADJ UNCH  
 TU0331  ___________________________________________________________________
 TU0331  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU0331
 TU0331  VERT ORDER  -  FIRST     CLASS II
 TU0331
 TU0331.The horizontal coordinates were scaled from a topographic map and have
 TU0331.an estimated accuracy of +/- 6 seconds.
 TU0331
 TU0331.The orthometric height was key entered from printed documents
 TU0331.and not key verified.
 TU0331
 TU0331.The geoid height was determined by GEOID03.
 TU0331
 TU0331;                    North         East    Units  Estimated Accuracy
 TU0331;SPC HI 3     -    12,150.      530,700.      MT  (+/- 180 meters Scaled)
 TU0331
 TU0331                          SUPERSEDED SURVEY CONTROL
 TU0331
 TU0331.No superseded survey control is available for this station.
 TU0331
 TU0331_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ344532(NAD 83)
 TU0331_MARKER: DB = BENCH MARK DISK
 TU0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0331_SP_SET: MEDIAN
 TU0331_STAMPING: L 11 1969
 TU0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0331
 TU0331  HISTORY     - Date     Condition        Report By
 TU0331  HISTORY     - 1969     MONUMENTED       CGS
 TU0331
 TU0331                          STATION DESCRIPTION
 TU0331
 TU0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0331'3.85 MI SE FROM AINA HAINA.
 TU0331'3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST
 TU0331'HIND DRIVE AT AINA HAINA, AT THE INTERSECTION OF LUNALILO HOME ROAD,
 TU0331'DIRECTLY UNDER A PEDESTRIAN OVERCROSSING, IN THE NORTHWEST CORNER OF A
 TU0331'CONCRETE STORM DRAIN, 5.1 FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST
 TU0331'CURB OF THE HIGHWAY, 2.0 FEET SOUTHWEST OF A METAL GUARDRAIL, 3.2 FEET
 TU0331'NORTHWEST OF THE CENTER OF A 26-INCH MANHOLE COVER MARKED STORM DRAIN,
 TU0331'109 FEET SOUTHEAST OF A METAL LIGHT POLE WHICH IS IN THE CONCRETE
 TU0331'MEDIAN OF THE ROAD, AND ABOUT FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0469 ***********************************************************************
 TU0469  DESIGNATION -  L 12
 TU0469  PID         -  TU0469
 TU0469  STATE/COUNTY-  HI/HONOLULU
 TU0469  USGS QUAD   -  HONOLULU (1983)
 TU0469
 TU0469                         *CURRENT SURVEY CONTROL
 TU0469  ___________________________________________________________________
 TU0469* NAD 83(1986)-  21 19 04.     (N)    157 48 08.     (W)     SCALED    
 TU0469* LOCAL TIDAL -        71.765  (meters)     235.45   (feet)  ADJ UNCH  
 TU0469  ___________________________________________________________________
 TU0469  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU0469
 TU0469  VERT ORDER  -  FIRST     CLASS II
 TU0469
 TU0469.The horizontal coordinates were scaled from a topographic map and have
 TU0469.an estimated accuracy of +/- 6 seconds.
 TU0469
 TU0469.The orthometric height was key entered from printed documents
 TU0469.and not key verified.
 TU0469
 TU0469.The geoid height was determined by GEOID03.
 TU0469
 TU0469;                    North         East    Units  Estimated Accuracy
 TU0469;SPC HI 3     -    16,740.      520,520.      MT  (+/- 180 meters Scaled)
 TU0469
 TU0469                          SUPERSEDED SURVEY CONTROL
 TU0469
 TU0469.No superseded survey control is available for this station.
 TU0469
 TU0469_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ242577(NAD 83)
 TU0469_MARKER: DB = BENCH MARK DISK
 TU0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0469_SP_SET: FOUNDATION
 TU0469_STAMPING: L 12 1969
 TU0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0469
 TU0469  HISTORY     - Date     Condition        Report By
 TU0469  HISTORY     - 1969     MONUMENTED       CGS
 TU0469  HISTORY     - 19990721 GOOD             USPSQD
 TU0469
 TU0469                          STATION DESCRIPTION
 TU0469
 TU0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0469'IN HONOLULU.
 TU0469'AT HONOLULU, 0.25 MILE NORTHEAST ALONG RICHARDS STREET FROM THE POST
 TU0469'OFFICE, THENCE 1.75 MILES SOUTHEAST ALONG BERETANIA STREET, THENCE
 TU0469'0.55 MILE NORTH ALONG PUNAHOU STREET, THENCE 0.5 MILE NORTH ALONG
 TU0469'MANOA ROAD, THENCE 1.85 MILES NORTHEAST ALONG EAST MANOA ROAD, AT THE
 TU0469'JUNCTION OF PAKANU STREET, IN THE TOP OF THE WEST CONCRETE FOUNDATION
 TU0469'OF AN ARCHWAY AT THE MAIN ENTRANCE TO A CHINESE CEMETARY, 38.0 FEET
 TU0469'NORTHEAST OF THE CENTER LINE OF THE STREET, 10 FEET WEST OF THE CENTER
 TU0469'LINE OF THE ENTRANCE ROAD TO THE CEMETARY, 3.0 FEET NORTH OF THE SOUTH
 TU0469'END OF THE CONCRETE FOUNDATION OF THE ARCHWAY, 51.3 FEET NORTHWEST OF
 TU0469'A MANHOLE COVER BETWEEN THE ENTRANCE AND EXIT ROADS OF THE CEMETARY
 TU0469'AND IN LINE WITH THE CENTER LINE OF EAST MANOA ROAD WHICH ENDS AT THIS
 TU0469'POINT, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE.
 TU0469
 TU0469                          STATION RECOVERY (1999)
 TU0469
 TU0469'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0251 ***********************************************************************
 TU0251  DESIGNATION -  L 13
 TU0251  PID         -  TU0251
 TU0251  STATE/COUNTY-  HI/HONOLULU
 TU0251  USGS QUAD   -  WAIPAHU (1983)
 TU0251
 TU0251                         *CURRENT SURVEY CONTROL
 TU0251  ___________________________________________________________________
 TU0251* NAD 83(1986)-  21 23 10.     (N)    157 57 06.     (W)     SCALED    
 TU0251* LOCAL TIDAL -         4.035  (meters)      13.24   (feet)  ADJ UNCH  
 TU0251  ___________________________________________________________________
 TU0251  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU0251
 TU0251  VERT ORDER  -  FIRST     CLASS II
 TU0251
 TU0251.The horizontal coordinates were scaled from a topographic map and have
 TU0251.an estimated accuracy of +/- 6 seconds.
 TU0251
 TU0251.The orthometric height was key entered from printed documents
 TU0251.and not key verified.
 TU0251
 TU0251.The geoid height was determined by GEOID03.
 TU0251
 TU0251;                    North         East    Units  Estimated Accuracy
 TU0251;SPC HI 3     -    24,300.      505,010.      MT  (+/- 180 meters Scaled)
 TU0251
 TU0251                          SUPERSEDED SURVEY CONTROL
 TU0251
 TU0251.No superseded survey control is available for this station.
 TU0251
 TU0251_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ086652(NAD 83)
 TU0251_MARKER: DB = BENCH MARK DISK
 TU0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0251_SP_SET: BRIDGE
 TU0251_STAMPING: L 13 1969
 TU0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0251+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 TU0251
 TU0251  HISTORY     - Date     Condition        Report By
 TU0251  HISTORY     - 1969     MONUMENTED       CGS
 TU0251  HISTORY     - 19951018 GOOD             USPSQD
 TU0251  HISTORY     - 20050912 GOOD             GEOCAC
 TU0251
 TU0251                          STATION DESCRIPTION
 TU0251
 TU0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0251'1.4 MI SE FROM PEARL CITY.
 TU0251'1.4 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0251'WAIMANO HOME ROAD AT PEARL CITY, IN THE TOP OF THE NORTHEAST END OF
 TU0251'THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER WAIMALU STREAM, 6.0
 TU0251'FEET NORTHEAST OF THE NORTHEAST CURB OF THE NORTHWEST BOUND LANES OF
 TU0251'THE HIGHWAY, 22.2 FEET NORTHWEST OF TELEPHONE POLE H 250, 9.7 FEET
 TU0251'NORTHWEST OF THE SOUTHEAST CORNER OF AN L SHAPED RETAINING WALL, 4.6
 TU0251'FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE, 1.0 FOOT SOUTHEAST
 TU0251'OF A CONCRETE AND METAL HANDRAIL OF THE BRIDGE, 0.5 FOOT SOUTHEAST OF
 TU0251'THE NORTHWEST EDGE OF THE WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 TU0251
 TU0251                          STATION RECOVERY (1995)
 TU0251
 TU0251'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0251'RECOVERED IN GOOD CONDITION.
 TU0251
 TU0251                          STATION RECOVERY (2005)
 TU0251
 TU0251'RECOVERY NOTE BY GEOCACHING 2005 (GFH)
 TU0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0600 ***********************************************************************
 TU0600  DESIGNATION -  L 14
 TU0600  PID         -  TU0600
 TU0600  STATE/COUNTY-  HI/HONOLULU
 TU0600  USGS QUAD   -  WAIANAE (1983)
 TU0600
 TU0600                         *CURRENT SURVEY CONTROL
 TU0600  ___________________________________________________________________
 TU0600* NAD 83(1986)-  21 26 56.     (N)    158 11 23.     (W)     SCALED    
 TU0600* LOCAL TIDAL -         3.321  (meters)      10.90   (feet)  ADJ UNCH  
 TU0600  ___________________________________________________________________
 TU0600  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU0600
 TU0600  VERT ORDER  -  FIRST     CLASS II
 TU0600
 TU0600.The horizontal coordinates were scaled from a topographic map and have
 TU0600.an estimated accuracy of +/- 6 seconds.
 TU0600
 TU0600.The orthometric height was key entered from printed documents
 TU0600.and not key verified.
 TU0600
 TU0600.The geoid height was determined by GEOID03.
 TU0600
 TU0600;                    North         East    Units  Estimated Accuracy
 TU0600;SPC HI 3     -    31,260.      480,330.      MT  (+/- 180 meters Scaled)
 TU0600
 TU0600                          SUPERSEDED SURVEY CONTROL
 TU0600
 TU0600.No superseded survey control is available for this station.
 TU0600
 TU0600_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ839720(NAD 83)
 TU0600_MARKER: DB = BENCH MARK DISK
 TU0600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0600_SP_SET: ABUTMENT
 TU0600_STAMPING: L 14 1969
 TU0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0600
 TU0600  HISTORY     - Date     Condition        Report By
 TU0600  HISTORY     - 1969     MONUMENTED       CGS
 TU0600  HISTORY     - 20060606 MARK NOT FOUND   HIDT
 TU0600
 TU0600                          STATION DESCRIPTION
 TU0600
 TU0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0600'0.65 MI NW FROM WAIANAE.
 TU0600'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0600'WAIANAE, AT THE NORTHWEST END OF A BRIDGE OVER KAUPUNI STREAM, IN THE
 TU0600'TOP OF THE CONCRETE WALK OF THE ABUTMENT, 17.8 FEET NORTHEAST OF THE
 TU0600'CENTER LINE OF THE HIGHWAY, 5.8 FEET SOUTHEAST OF THE NORTHWEST END OF
 TU0600'THE CONCRETE WALK OF THE BRIDGE, 2.3 FEET NORTHWEST OF A CONCRETE AND
 TU0600'METAL HANDRAIL, 32.5 FEET SOUTHEAST OF THE CENTER LINE OF A PAVED ROAD
 TU0600'NORTHEAST TO A BAPTIST CHURCH, 3.5 FEET NORTHEAST OF THE SOUTHWEST
 TU0600'CURB OF THE WALK, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 TU0600
 TU0600                          STATION RECOVERY (2006)
 TU0600
 TU0600'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0600'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0554 ***********************************************************************
 TU0554  DESIGNATION -  L 15
 TU0554  PID         -  TU0554
 TU0554  STATE/COUNTY-  HI/HONOLULU
 TU0554  USGS QUAD   -  KAENA (1983)
 TU0554
 TU0554                         *CURRENT SURVEY CONTROL
 TU0554  ___________________________________________________________________
 TU0554* NAD 83(1986)-  21 34 51.     (N)    158 12 34.     (W)     SCALED    
 TU0554* LOCAL TIDAL -         4.192  (meters)      13.75   (feet)  ADJ UNCH  
 TU0554  ___________________________________________________________________
 TU0554  GEOID HEIGHT-          14.70  (meters)                     GEOID03
 TU0554
 TU0554  VERT ORDER  -  FIRST     CLASS II
 TU0554
 TU0554.The horizontal coordinates were scaled from a topographic map and have
 TU0554.an estimated accuracy of +/- 6 seconds.
 TU0554
 TU0554.The orthometric height was key entered from printed documents
 TU0554.and not key verified.
 TU0554
 TU0554.The geoid height was determined by GEOID03.
 TU0554
 TU0554;                    North         East    Units  Estimated Accuracy
 TU0554;SPC HI 3     -    45,870.      478,310.      MT  (+/- 180 meters Scaled)
 TU0554
 TU0554                          SUPERSEDED SURVEY CONTROL
 TU0554
 TU0554.No superseded survey control is available for this station.
 TU0554
 TU0554_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ818866(NAD 83)
 TU0554_MARKER: DB = BENCH MARK DISK
 TU0554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0554_SP_SET: BUILDING
 TU0554_STAMPING: L 15 1969
 TU0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0554
 TU0554  HISTORY     - Date     Condition        Report By
 TU0554  HISTORY     - 1969     MONUMENTED       CGS
 TU0554
 TU0554                          STATION DESCRIPTION
 TU0554
 TU0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0554'6.6 MI W FROM WAIALUA.
 TU0554'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0554'THENCE 6.1 MILES WEST ALONG STATE HIGHWAY 99, 0.15 MILE EAST OF THE
 TU0554'JUNCTION OF AN ENTRANCE ROAD TO DILLINGHAM AIRFORCE BASE, ACROSS THE
 TU0554'HIGHWAY FROM THE WEST END OF A RUNWAY, SET VERTICALLY IN THE EAST FACE
 TU0554'OF A 11- BY 11-FOOT CONCRETE U.S. ARMY SIGNAL CORPS. BUILDING NO. HUT
 TU0554'S1, 31.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTH
 TU0554'OF THE SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 2 1/2 FEET ABOVE
 TU0554'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0481 ***********************************************************************
 TU0481  DESIGNATION -  L 16
 TU0481  PID         -  TU0481
 TU0481  STATE/COUNTY-  HI/HONOLULU
 TU0481  USGS QUAD   -  KAHANA (1983)
 TU0481
 TU0481                         *CURRENT SURVEY CONTROL
 TU0481  ___________________________________________________________________
 TU0481* NAD 83(1986)-  21 32 42.     (N)    157 50 44.     (W)     SCALED    
 TU0481* LOCAL TIDAL -         2.568  (meters)       8.43   (feet)  ADJ UNCH  
 TU0481  ___________________________________________________________________
 TU0481  GEOID HEIGHT-          14.84  (meters)                     GEOID03
 TU0481
 TU0481  VERT ORDER  -  FIRST     CLASS II
 TU0481
 TU0481.The horizontal coordinates were scaled from a topographic map and have
 TU0481.an estimated accuracy of +/- 6 seconds.
 TU0481
 TU0481.The orthometric height was key entered from printed documents
 TU0481.and not key verified.
 TU0481
 TU0481.The geoid height was determined by GEOID03.
 TU0481
 TU0481;                    North         East    Units  Estimated Accuracy
 TU0481;SPC HI 3     -    41,900.      516,000.      MT  (+/- 180 meters Scaled)
 TU0481
 TU0481                          SUPERSEDED SURVEY CONTROL
 TU0481
 TU0481.No superseded survey control is available for this station.
 TU0481
 TU0481_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ195829(NAD 83)
 TU0481_MARKER: DB = BENCH MARK DISK
 TU0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0481_SP_SET: ABUTMENT
 TU0481_STAMPING: L 16 1969
 TU0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0481
 TU0481  HISTORY     - Date     Condition        Report By
 TU0481  HISTORY     - 1969     MONUMENTED       CGS
 TU0481
 TU0481                          STATION DESCRIPTION
 TU0481
 TU0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0481'1.0 MI SE FROM KAAAWA.
 TU0481'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0481'KAAAWA, IN THE TOP OF THE NORTHWEST CONCRETE ABUTMENT OF A BRIDGE OVER
 TU0481'KAAAWA STREAM, 13.2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 TU0481'106 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD TO
 TU0481'KALAE-OIO BEACH PARK, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0324 ***********************************************************************
 TU0324  DESIGNATION -  L 2
 TU0324  PID         -  TU0324
 TU0324  STATE/COUNTY-  HI/HONOLULU
 TU0324  USGS QUAD   -  KOKO HEAD (1983)
 TU0324
 TU0324                         *CURRENT SURVEY CONTROL
 TU0324  ___________________________________________________________________
 TU0324* NAD 83(1986)-  21 16 35.     (N)    157 45 36.     (W)     SCALED    
 TU0324* LOCAL TIDAL -         1.918  (meters)       6.29   (feet)  ADJ UNCH  
 TU0324  ___________________________________________________________________
 TU0324  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0324
 TU0324  VERT ORDER  -  FIRST     CLASS II
 TU0324
 TU0324.The horizontal coordinates were scaled from a topographic map and have
 TU0324.an estimated accuracy of +/- 6 seconds.
 TU0324
 TU0324.The orthometric height was key entered from printed documents
 TU0324.and not key verified.
 TU0324
 TU0324.The geoid height was determined by GEOID03.
 TU0324
 TU0324;                    North         East    Units  Estimated Accuracy
 TU0324;SPC HI 3     -    12,170.      524,910.      MT  (+/- 180 meters Scaled)
 TU0324
 TU0324                          SUPERSEDED SURVEY CONTROL
 TU0324
 TU0324.No superseded survey control is available for this station.
 TU0324
 TU0324_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ286532(NAD 83)
 TU0324_MARKER: DB = BENCH MARK DISK
 TU0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0324_STAMPING: L 2
 TU0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0324+STABILITY: SURFACE MOTION
 TU0324
 TU0324  HISTORY     - Date     Condition        Report By
 TU0324  HISTORY     - UNK      MONUMENTED       CGS
 TU0324  HISTORY     - 1969     GOOD             NGS
 TU0324
 TU0324                          STATION DESCRIPTION
 TU0324
 TU0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0324'0.35 MI W FROM AINA HAINA.
 TU0324'0.35 MILE WEST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST HIND
 TU0324'DRIVE AT AINA HAINA, IN THE NORTHEAST CORNER OF A LAWN AND NEAR THE
 TU0324'ENTRANCE DRIVEWAY TO WAILUPE BEACH PARK, 26 FEET SOUTH OF THE EDGE OF
 TU0324'THE PAVEMENT OF THE EAST BOUND LANES OF THE HIGHWAY, 18 1/2 FEET
 TU0324'EAST-SOUTHEAST OF POWER POLE 79, 26.0 FEET EAST OF WAILUPE BEACH PARK
 TU0324'SIGN, 11.4 FEET WEST OF THE WEST CURB OF THE DRIVEWAY, 2.4 FEET
 TU0324'EAST-SOUTHEAST OF THE EAST-SOUTHEAST CORNER OF A CONCRETE MANHOLE
 TU0324'COVER FOR WATER LINE, 8.1 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 TU0324'CURVED SIDEWALK, IN THE TOP OF A CONCRETE POST ABOUT 1 1/2 FEET
 TU0324'UNDERGROUND.  NOTE-- ACCESS TO THE MARK IS THRU THE REMOVAL OF A
 TU0324'MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0058 ***********************************************************************
 TU0058  DESIGNATION -  L 20
 TU0058  PID         -  TU0058
 TU0058  STATE/COUNTY-  HI/HAWAII
 TU0058  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0058
 TU0058                         *CURRENT SURVEY CONTROL
 TU0058  ___________________________________________________________________
 TU0058* NAD 83(1986)-  19 34 34.     (N)    155 04 01.     (W)     SCALED    
 TU0058* LOCAL TIDAL -       277.379  (meters)     910.03   (feet)  ADJ UNCH  
 TU0058  ___________________________________________________________________
 TU0058  GEOID HEIGHT-          18.63  (meters)                     GEOID03
 TU0058
 TU0058  VERT ORDER  -  FIRST     CLASS I
 TU0058
 TU0058.The horizontal coordinates were scaled from a topographic map and have
 TU0058.an estimated accuracy of +/- 6 seconds.
 TU0058
 TU0058.The orthometric height was key entered from printed documents
 TU0058.and not key verified.
 TU0058
 TU0058.The geoid height was determined by GEOID03.
 TU0058
 TU0058;                    North         East    Units  Estimated Accuracy
 TU0058;SPC HI 1     -    82,280.      545,440.      MT  (+/- 180 meters Scaled)
 TU0058
 TU0058                          SUPERSEDED SURVEY CONTROL
 TU0058
 TU0058.No superseded survey control is available for this station.
 TU0058
 TU0058_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB831658(NAD 83)
 TU0058_MARKER: DB = BENCH MARK DISK
 TU0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0058_SP_SET: CULVERT
 TU0058_STAMPING: L 20 1975
 TU0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0058
 TU0058  HISTORY     - Date     Condition        Report By
 TU0058  HISTORY     - 1975     MONUMENTED       NGS
 TU0058
 TU0058                          STATION DESCRIPTION
 TU0058
 TU0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0058'3.35 MI NE FROM MOUNTAIN VIEW.
 TU0058'3.35 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 TU0058'MOUNTAIN VIEW, IN TOP OF THE NORTHEAST END OF THE WEST CONCRETE
 TU0058'HEADWALL FOR A LARGE CONCRETE PIPE CULVERT UNDER THE HWY., ABOUT 0.05
 TU0058'MILE SOUTHWEST OF A FIELD ROAD NORTHWEST, 0.10 MILE NORTHEAST OF
 TU0058'MILEPOST 13, 47.0 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE NO. 192,
 TU0058'26.0 FEET NORTHWEST OF THE CENTERLINE OF ST. HWY. 11, 0.5 FOOT
 TU0058'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, AND 1 1/2 FEET BELOW
 TU0058'LEVEL OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0167 ***********************************************************************
 TU0167  DESIGNATION -  L 21
 TU0167  PID         -  TU0167
 TU0167  STATE/COUNTY-  HI/HAWAII
 TU0167  USGS QUAD   -  KOKOOLAU (1982)
 TU0167
 TU0167                         *CURRENT SURVEY CONTROL
 TU0167  ___________________________________________________________________
 TU0167* NAD 83(1986)-  19 30 54.     (N)    155 31 24.     (W)     SCALED    
 TU0167* LOCAL TIDAL -      3497.872  (meters)   11475.94   (feet)  ADJ UNCH  
 TU0167  ___________________________________________________________________
 TU0167  GEOID HEIGHT-          27.68  (meters)                     GEOID03
 TU0167
 TU0167  VERT ORDER  -  FIRST     CLASS I
 TU0167
 TU0167.The horizontal coordinates were scaled from a topographic map and have
 TU0167.an estimated accuracy of +/- 6 seconds.
 TU0167
 TU0167.The orthometric height was key entered from printed documents
 TU0167.and not key verified.
 TU0167
 TU0167.The geoid height was determined by GEOID03.
 TU0167
 TU0167;                    North         East    Units  Estimated Accuracy
 TU0167;SPC HI 1     -    75,450.      497,550.      MT  (+/- 180 meters Scaled)
 TU0167
 TU0167                          SUPERSEDED SURVEY CONTROL
 TU0167
 TU0167.No superseded survey control is available for this station.
 TU0167
 TU0167_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB351597(NAD 83)
 TU0167_MARKER: DB = BENCH MARK DISK
 TU0167_SETTING: 66 = SET IN ROCK OUTCROP
 TU0167_SP_SET: LAVA OUTCROP
 TU0167_STAMPING: L 21 1975
 TU0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0167+STABILITY: POSITION/ELEVATION WELL
 TU0167
 TU0167  HISTORY     - Date     Condition        Report By
 TU0167  HISTORY     - 1975     MONUMENTED       NGS
 TU0167
 TU0167                          STATION DESCRIPTION
 TU0167
 TU0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0167'26.60 MI SW FROM VOLCANO.
 TU0167'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0167'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0167'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0167'CONTINUE 11.05 MILES SOUTHWESTERLY ALONG MAUNA LOA TRAIL FROM THE END
 TU0167'OF THE ROAD TO MARK ON THE LEFT, IN TOP OF A LAVA BEDROCK, 2.5 FEET
 TU0167'SOUTHEAST OF THE CENTER OF TRAIL, 5.0 FEET NORTH CAIRN TRAIL MARKER,
 TU0167'AND 3 INCHES ABOVE TRAIL LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0860 ***********************************************************************
 TU0860  DESIGNATION -  L 22
 TU0860  PID         -  TU0860
 TU0860  STATE/COUNTY-  HI/MAUI
 TU0860  USGS QUAD   -  MAALAEA (1996)
 TU0860
 TU0860                         *CURRENT SURVEY CONTROL
 TU0860  ___________________________________________________________________
 TU0860* NAD 83(1986)-  20 47 08.     (N)    156 27 46.     (W)     SCALED    
 TU0860* LOCAL TIDAL -         4.292  (meters)      14.08   (feet)  ADJUSTED  
 TU0860  ___________________________________________________________________
 TU0860  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU0860
 TU0860  VERT ORDER  -  FIRST     CLASS I
 TU0860
 TU0860.The horizontal coordinates were scaled from a topographic map and have
 TU0860.an estimated accuracy of +/- 6 seconds.
 TU0860
 TU0860.The orthometric height was determined by differential leveling
 TU0860.and adjusted by the National Geodetic Survey in December 2003..
 TU0860
 TU0860.The geoid height was determined by GEOID03.
 TU0860
 TU0860;                    North         East    Units  Estimated Accuracy
 TU0860;SPC HI 2     -    50,080.      521,230.      MT  (+/- 180 meters Scaled)
 TU0860
 TU0860                          SUPERSEDED SURVEY CONTROL
 TU0860
 TU0860.No superseded survey control is available for this station.
 TU0860
 TU0860_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ641004(NAD 83)
 TU0860_MARKER: DV = VERTICAL CONTROL DISK
 TU0860_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0860_SP_SET: BRIDGE ABUTMENT
 TU0860_STAMPING: L 22 1979
 TU0860_MARK LOGO: NGS   
 TU0860_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0860
 TU0860  HISTORY     - Date     Condition        Report By
 TU0860  HISTORY     - 1979     MONUMENTED       NGS
 TU0860
 TU0860                          STATION DESCRIPTION
 TU0860
 TU0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0860'0.2 MILE NORTH ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF STATE
 TU0860'HIGHWAYS 35 AND 31 IN KIHEI, SET IN THE NORTHEAST CONCRETE ABUTMENT
 TU0860'FOR A PIPELINE CROSSING AT KEAHUAIWI GULCH, 28 FEET EAST OF THE CENTER
 TU0860'OF THE HIGHWAY, 18 FEET EAST OF THE NORTHEAST CORNER OF THE BRIDGE,
 TU0860'AND 3 FEET WEST OF A 4 INCH METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0895 ***********************************************************************
 TU0895  DESIGNATION -  L 23
 TU0895  PID         -  TU0895
 TU0895  STATE/COUNTY-  HI/MAUI
 TU0895  USGS QUAD   -  MAKENA (1995)
 TU0895
 TU0895                         *CURRENT SURVEY CONTROL
 TU0895  ___________________________________________________________________
 TU0895* NAD 83(1986)-  20 41 26.     (N)    156 22 43.     (W)     SCALED    
 TU0895* LOCAL TIDAL -       725.019  (meters)    2378.67   (feet)  ADJUSTED  
 TU0895  ___________________________________________________________________
 TU0895  GEOID HEIGHT-          17.16  (meters)                     GEOID03
 TU0895
 TU0895  VERT ORDER  -  FIRST     CLASS I
 TU0895
 TU0895.The horizontal coordinates were scaled from a topographic map and have
 TU0895.an estimated accuracy of +/- 6 seconds.
 TU0895
 TU0895.The orthometric height was determined by differential leveling
 TU0895.and adjusted by the National Geodetic Survey in December 2003..
 TU0895
 TU0895.The geoid height was determined by GEOID03.
 TU0895
 TU0895;                    North         East    Units  Estimated Accuracy
 TU0895;SPC HI 2     -    39,570.      530,010.      MT  (+/- 180 meters Scaled)
 TU0895
 TU0895                          SUPERSEDED SURVEY CONTROL
 TU0895
 TU0895.No superseded survey control is available for this station.
 TU0895
 TU0895_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH730901(NAD 83)
 TU0895_MARKER: DV = VERTICAL CONTROL DISK
 TU0895_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TU0895_SP_SET: RETAINING WALL
 TU0895_STAMPING: L 23 1979
 TU0895_MARK LOGO: NGS   
 TU0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0895+STABILITY: SURFACE MOTION
 TU0895
 TU0895  HISTORY     - Date     Condition        Report By
 TU0895  HISTORY     - 1979     MONUMENTED       NGS
 TU0895
 TU0895                          STATION DESCRIPTION
 TU0895
 TU0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0895'8.2 MI NE FROM MAKENA.
 TU0895'5.8 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF KIHEI ROAD
 TU0895'IN MAKENA, AND THENCE 2.45 MILES NORTHEAST ALONG HIGHWAY 37, SET IN A
 TU0895'RETAINING WALL, 41 FEET SOUTH OF THE CENTERLINE OF A PRIVATE ROAD, 26
 TU0895'FEET NORTHEAST OF UTILITY POLE NUMBER 31, AND 12 FEET WEST OF THE
 TU0895'CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0582 ***********************************************************************
 TU0582  DESIGNATION -  L 245
 TU0582  PID         -  TU0582
 TU0582  STATE/COUNTY-  HI/HONOLULU
 TU0582  USGS QUAD   -  HAUULA (1983)
 TU0582
 TU0582                         *CURRENT SURVEY CONTROL
 TU0582  ___________________________________________________________________
 TU0582* NAD 83(1986)-  21 30 38.     (N)    158 01 18.     (W)     SCALED    
 TU0582* LOCAL TIDAL -       305.466  (meters)    1002.18   (feet)  ADJ UNCH  
 TU0582  ___________________________________________________________________
 TU0582  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0582
 TU0582  VERT ORDER  -  FIRST     CLASS II
 TU0582
 TU0582.The horizontal coordinates were scaled from a topographic map and have
 TU0582.an estimated accuracy of +/- 6 seconds.
 TU0582
 TU0582.The orthometric height was key entered from printed documents
 TU0582.and not key verified.
 TU0582
 TU0582.The geoid height was determined by GEOID03.
 TU0582
 TU0582;                    North         East    Units  Estimated Accuracy
 TU0582;SPC HI 3     -    38,080.      497,760.      MT  (+/- 180 meters Scaled)
 TU0582
 TU0582                          SUPERSEDED SURVEY CONTROL
 TU0582
 TU0582.No superseded survey control is available for this station.
 TU0582
 TU0582_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ013789(NAD 83)
 TU0582_MARKER: DB = BENCH MARK DISK
 TU0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0582_STAMPING: L 245 1962
 TU0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0582+STABILITY: SURFACE MOTION
 TU0582
 TU0582  HISTORY     - Date     Condition        Report By
 TU0582  HISTORY     - 1962     MONUMENTED       CGS
 TU0582  HISTORY     - 1963     GOOD             NGS
 TU0582
 TU0582                          STATION DESCRIPTION
 TU0582
 TU0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0582'1 MI N FROM WAHIAWA.
 TU0582'0.1 MILE SOUTHWEST ON CALIFORNIA STREET FROM THE POST OFFICE IN
 TU0582'WAHIAWA, THENCE 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 80, THENCE 0.9
 TU0582'MILE EASTERLY ON STATE HIGHWAY 804 (WHITMORE AVE).  25 FEET
 TU0582'NORTH-NORTHWEST OF CENTER LINE OF WHITMORE AVENUE, 36.0 FEET EAST OF
 TU0582'STREET SIGN LALAWAI ST-WHITMORE AVE, 57.5 FEET EAST-NORTHEAST OF
 TU0582'CENTER LINE OF LALAWAI STREET, 2 FEET NORTHWEST OF POWER POLE 18,
 TU0582'DIRECTLY ACROSS WHITMORE AVENUE FROM AN OUTDOOR BULLETIN BOARD OF THE
 TU0582'DOLE CORPORATION, AND SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE
 TU0582'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0179 ***********************************************************************
 TU0179  DESIGNATION -  L 5
 TU0179  PID         -  TU0179
 TU0179  STATE/COUNTY-  HI/MAUI
 TU0179  USGS QUAD   -  WAILUKU (1997)
 TU0179
 TU0179                         *CURRENT SURVEY CONTROL
 TU0179  ___________________________________________________________________
 TU0179* NAD 83(1986)-  20 53 05.     (N)    156 27 53.     (W)     SCALED    
 TU0179* LOCAL TIDAL -         1.956  (meters)       6.42   (feet)  ADJUSTED  
 TU0179  ___________________________________________________________________
 TU0179  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU0179
 TU0179  VERT ORDER  -  FIRST     CLASS I
 TU0179
 TU0179.The horizontal coordinates were scaled from a topographic map and have
 TU0179.an estimated accuracy of +/- 6 seconds.
 TU0179
 TU0179.The orthometric height was determined by differential leveling
 TU0179.and adjusted by the National Geodetic Survey in December 2003..
 TU0179
 TU0179.The geoid height was determined by GEOID03.
 TU0179
 TU0179;                    North         East    Units  Estimated Accuracy
 TU0179;SPC HI 2     -    61,060.      521,010.      MT  (+/- 180 meters Scaled)
 TU0179
 TU0179                          SUPERSEDED SURVEY CONTROL
 TU0179
 TU0179.No superseded survey control is available for this station.
 TU0179
 TU0179_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ637114(NAD 83)
 TU0179_MARKER: DB = BENCH MARK DISK
 TU0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0179_STAMPING: L 5 1950
 TU0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0179+STABILITY: SURFACE MOTION
 TU0179
 TU0179  HISTORY     - Date     Condition        Report By
 TU0179  HISTORY     - 1950     MONUMENTED       CGS
 TU0179  HISTORY     - 1968     GOOD             CGS
 TU0179  HISTORY     - 1979     GOOD             NGS
 TU0179
 TU0179                          STATION DESCRIPTION
 TU0179
 TU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0179'IN KAHULUI.
 TU0179'0.5 MILE SOUTHEAST ON STATE HIGHWAY 35 FROM THE KAHULUI SHOPPING
 TU0179'CENTER, IN THE WEST ANGLE OF THE CROSSROAD INTERSECTION OF WAKEA AVE.
 TU0179'IN SOUTHEAST CORNER OF THE ROMAN CATHOLIC CHURCH YARD, 38.5 FEET
 TU0179'SOUTHWEST OF CENTER LINE OF HIGHWAY, 43 FEET NORTHWEST OF CENTER LINE
 TU0179'OF WAKEA AVE., 132 FEET SOUTHEAST OF FRONT ENTRANCE OF CHURCH, 11.5
 TU0179'FEET WEST-NORTHWEST OF POWER POLE NO. 24, 17.5 FEET SOUTH-SOUTHWEST OF
 TU0179'END OF STONE WALL, 9 FEET SOUTHWEST OF A FENCE CORNER POST, 7.5 FEET
 TU0179'NORTHEAST OF FIRE HYDRANT 19, UNDER A CABLE FENCE, AND SET IN THE TOP
 TU0179'OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 TU0179'GROUND AND PAINTED YELLOW.
 TU0179
 TU0179                          STATION RECOVERY (1979)
 TU0179
 TU0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0217 ***********************************************************************
 TU0217  DESIGNATION -  L 6
 TU0217  PID         -  TU0217
 TU0217  STATE/COUNTY-  HI/MAUI
 TU0217  USGS QUAD   -  PAIA (1997)
 TU0217
 TU0217                         *CURRENT SURVEY CONTROL
 TU0217  ___________________________________________________________________
 TU0217* NAD 83(1986)-  20 54 25.     (N)    156 24 20.     (W)     SCALED    
 TU0217* LOCAL TIDAL -        13.139  (meters)      43.11   (feet)  ADJ UNCH  
 TU0217  ___________________________________________________________________
 TU0217  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU0217
 TU0217  VERT ORDER  -  FIRST     CLASS II
 TU0217
 TU0217.The horizontal coordinates were scaled from a topographic map and have
 TU0217.an estimated accuracy of +/- 6 seconds.
 TU0217
 TU0217.The orthometric height was key entered from printed documents
 TU0217.and not key verified.
 TU0217
 TU0217.The geoid height was determined by GEOID03.
 TU0217
 TU0217;                    North         East    Units  Estimated Accuracy
 TU0217;SPC HI 2     -    63,530.      527,160.      MT  (+/- 180 meters Scaled)
 TU0217
 TU0217                          SUPERSEDED SURVEY CONTROL
 TU0217
 TU0217.No superseded survey control is available for this station.
 TU0217
 TU0217_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ698140(NAD 83)
 TU0217_MARKER: DB = BENCH MARK DISK
 TU0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0217_STAMPING: L 6 1950
 TU0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0217+STABILITY: SURFACE MOTION
 TU0217
 TU0217  HISTORY     - Date     Condition        Report By
 TU0217  HISTORY     - 1950     MONUMENTED       CGS
 TU0217  HISTORY     - 1968     GOOD             NGS
 TU0217
 TU0217                          STATION DESCRIPTION
 TU0217
 TU0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0217'4 MI ENE FROM KAHULUI.
 TU0217'0.25 MILE EAST ON STATE HIGHWAY 32 FROM THE KAHULUI SHOPPING CENTER,
 TU0217'THENCE RIGHT ON STATE HIGHWAY 36 FOR 5.3 MILES TO MARK ON LEFT, AT
 TU0217'EAST SIDE OF ENTRANCE TO THE MAUI COUNTRY CLUB.  31.0 FEET NORTH OF
 TU0217'CENTER LINE OF HIGHWAY, 31.0 FEET EAST OF GOLF CLUB ROAD (NONOHE PL.),
 TU0217'69.5 FEET NORTHEAST OF POWER POLE NO. 79A, 16 FEET SOUTH-SOUTHEAST OF
 TU0217'A LARGE, LONE TREE, 6.7 FEET EAST OF THE CENTER OF THE LARGE, SQUARE,
 TU0217'STONE-AND-MORTAR, EAST GATEPOST, 1 FOOT EAST OF A WHITE WITNESS POST,
 TU0217'AND SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU0217'PROJECTS 6 INCHES ABOVE GROUND.  LOCATED ON THE SLOPE OF THE ROADSIDE
 TU0217'BANK, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND 3 FEET LOWER THAN TOP
 TU0217'OF BANK.  THE TOP OF THE MONUMENT IS PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0311 ***********************************************************************
 TU0311  DESIGNATION -  L 6 RESET 1967
 TU0311  PID         -  TU0311
 TU0311  STATE/COUNTY-  HI/HONOLULU
 TU0311  USGS QUAD   -  HONOLULU (1983)
 TU0311
 TU0311                         *CURRENT SURVEY CONTROL
 TU0311  ___________________________________________________________________
 TU0311* NAD 83(1986)-  21 16 36.     (N)    157 49 36.     (W)     SCALED    
 TU0311* LOCAL TIDAL -         2.569  (meters)       8.43   (feet)  ADJ UNCH  
 TU0311  ___________________________________________________________________
 TU0311  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU0311
 TU0311  VERT ORDER  -  FIRST     CLASS II
 TU0311
 TU0311.The horizontal coordinates were scaled from a topographic map and have
 TU0311.an estimated accuracy of +/- 6 seconds.
 TU0311
 TU0311.The orthometric height was key entered from printed documents
 TU0311.and not key verified.
 TU0311
 TU0311.The geoid height was determined by GEOID03.
 TU0311
 TU0311;                    North         East    Units  Estimated Accuracy
 TU0311;SPC HI 3     -    12,190.      517,990.      MT  (+/- 180 meters Scaled)
 TU0311
 TU0311                          SUPERSEDED SURVEY CONTROL
 TU0311
 TU0311.No superseded survey control is available for this station.
 TU0311
 TU0311_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ217532(NAD 83)
 TU0311_MARKER: DD = SURVEY DISK
 TU0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0311_SP_SET: CONCRETE SLAB
 TU0311_STAMPING: L 6 1927 RESET 1967
 TU0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0311
 TU0311  HISTORY     - Date     Condition        Report By
 TU0311  HISTORY     - 1967     MONUMENTED
 TU0311  HISTORY     - 1967     GOOD             NGS
 TU0311  HISTORY     - 19961106 GOOD             USPSQD
 TU0311  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 TU0311
 TU0311                          STATION DESCRIPTION
 TU0311
 TU0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0311'IN HONOLULU.
 TU0311'LOCATED IN THE WAIKIKI DISTRICT OF HONOLULU, ALONG THE SOUTHWEST SIDE
 TU0311'OF KALAKAUA AVENUE, 75 YARDS NORTHWEST FROM THE INTERSECTION OF
 TU0311'KALAKAUA AND KAIULANI AVENUES, IN FRONT OF THE NORTHWEST WING OF THE
 TU0311'MOANA HOTEL, AT LEFT SIDE OF ENTRANCE TO THE MOANA BEAUTY SALON, 14.6
 TU0311'FEET SOUTHWEST FROM CURB OF KALAKAUA AVE., 23.6 FEET SOUTHEAST FROM
 TU0311'CORNER OF HOTEL, 16 INCHES OUT FROM HOTEL WALL, AND CEMENTED IN A
 TU0311'DRILL HOLE IN A 1.4 X 2.1-FOOT CONCRETE SLAB, MIDWAY BETWEEN WALL AND
 TU0311'A 12-INCH, WHITE COLUMN, AND PROJECTING 1 FOOT ABOVE SIDEWALK. NOTE--
 TU0311'THE ROOF OVER THE BEAUTY SALON ENTRANCE IS LESS THAT 8 FEET ABOVE THE
 TU0311'MARK AND PREVENTS THE USE OF A PHILADELPHIA ROD, OR MORE THAN THE
 TU0311'FIRST SECTION OF A 3-SECTION CHICAGO ROD.
 TU0311
 TU0311                          STATION RECOVERY (1996)
 TU0311
 TU0311'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0311'RECOVERED IN GOOD CONDITION.
 TU0311
 TU0311                          STATION RECOVERY (1999)
 TU0311
 TU0311'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0316 ***********************************************************************
 TU0316  DESIGNATION -  L 7
 TU0316  PID         -  TU0316
 TU0316  STATE/COUNTY-  HI/HONOLULU
 TU0316  USGS QUAD   -  HONOLULU (1983)
 TU0316
 TU0316                         *CURRENT SURVEY CONTROL
 TU0316  ___________________________________________________________________
 TU0316* NAD 83(1986)-  21 15 20.     (N)    157 48 34.     (W)     SCALED    
 TU0316* LOCAL TIDAL -        28.997  (meters)      95.13   (feet)  ADJ UNCH  
 TU0316  ___________________________________________________________________
 TU0316  GEOID HEIGHT-          15.36  (meters)                     GEOID03
 TU0316
 TU0316  VERT ORDER  -  FIRST     CLASS II
 TU0316
 TU0316.The horizontal coordinates were scaled from a topographic map and have
 TU0316.an estimated accuracy of +/- 6 seconds.
 TU0316
 TU0316.The orthometric height was key entered from printed documents
 TU0316.and not key verified.
 TU0316
 TU0316.The geoid height was determined by GEOID03.
 TU0316
 TU0316;                    North         East    Units  Estimated Accuracy
 TU0316;SPC HI 3     -     9,850.      519,780.      MT  (+/- 180 meters Scaled)
 TU0316
 TU0316                          SUPERSEDED SURVEY CONTROL
 TU0316
 TU0316.No superseded survey control is available for this station.
 TU0316
 TU0316_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ235508(NAD 83)
 TU0316_MARKER: DD = SURVEY DISK
 TU0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0316_SP_SET: FOUNDATION
 TU0316_STAMPING: HAWAII L 7 1927
 TU0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0316
 TU0316  HISTORY     - Date     Condition        Report By
 TU0316  HISTORY     - 1927     MONUMENTED       USGS
 TU0316  HISTORY     - 1969     GOOD             NGS
 TU0316  HISTORY     - 19990418 POOR             USPSQD
 TU0316
 TU0316                          STATION DESCRIPTION
 TU0316
 TU0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0316'5.55 MI SE FROM HONOLULU.
 TU0316'1.7 MILES EAST ALONG KING STREET FROM THE POST OFFICE AT HONOLULU,
 TU0316'THENCE 3.15 MILES SOUTHEAST ALONG KALAKAUA AVENUE, THENCE 0.7 MILE
 TU0316'EAST ALONG DIAMOND HEAD ROAD, 126 1/2 FEET SOUTH OF THE CENTER LINE OF
 TU0316'THE ROAD, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 TU0316'FOUNDATION OF THE U.S. COAST GUARD DIAMOND HEAD LIGHT HOUSE AND 1.6
 TU0316'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LIGHT HOUSE WALLS.
 TU0316
 TU0316                          STATION RECOVERY (1999)
 TU0316
 TU0316'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0316'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2583 ***********************************************************************
 TU2583  DESIGNATION -  LAALOA
 TU2583  PID         -  TU2583
 TU2583  STATE/COUNTY-  HI/HAWAII
 TU2583  USGS QUAD   -  KEALAKEKUA (1996)
 TU2583
 TU2583                         *CURRENT SURVEY CONTROL
 TU2583  ___________________________________________________________________
 TU2583* NAD 83(1993)-  19 35 16.77461(N)    155 58 18.35292(W)     ADJUSTED  
 TU2583* LOCAL TIDAL -         6.7    (meters)      22.     (feet)  VERT ANG  
 TU2583  ___________________________________________________________________
 TU2583  EPOCH DATE  -        1993.62
 TU2583  LAPLACE CORR-          24.89  (seconds)                    DEFLEC99
 TU2583  GEOID HEIGHT-          19.44  (meters)                     GEOID03
 TU2583
 TU2583  HORZ ORDER  -  SECOND
 TU2583
 TU2583.The horizontal coordinates were established by classical geodetic methods
 TU2583.and adjusted by the National Geodetic Survey in December 1998..
 TU2583.The horizontal coordinates are valid at the epoch date displayed above.
 TU2583.The epoch date for horizontal control is a decimal equivalence
 TU2583.of Year/Month/Day.
 TU2583
 TU2583.The orthometric height was determined by vertical angle observations.
 TU2583
 TU2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2583
 TU2583.The geoid height was determined by GEOID03.
 TU2583
 TU2583;                    North         East     Units Scale Factor Converg.
 TU2583;SPC HI 1     -    83,602.284   450,505.238   MT  0.99999693   -0 09 29.4
 TU2583;UTM  05      - 2,168,602.015   188,227.987   MT  1.00080166   -0 59 49.6
 TU2583;UTM  04      - 2,168,706.183   817,700.691   MT  1.00084780   +1 00 57.9
 TU2583
 TU2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2583!SPC HI 1     -   0.99999589  x   0.99999693  =   0.99999282
 TU2583!UTM  05      -   0.99999589  x   1.00080166  =   1.00079755
 TU2583!UTM  04      -   0.99999589  x   1.00084780  =   1.00084369
 TU2583
 TU2583:                Primary Azimuth Mark                     Grid Az
 TU2583:SPC HI 1     -  POINT                                    169 50 59.2
 TU2583:UTM  05      -  POINT                                    170 41 19.4
 TU2583:UTM  04      -  POINT                                    168 40 31.9
 TU2583
 TU2583|---------------------------------------------------------------------|
 TU2583| PID    Reference Object                     Distance      Geod. Az  |
 TU2583|                                                           dddmmss.s |
 TU2583| TU2581 POINT                               APPROX. 3.3 KM 1694129.8 |
 TU2583| CN5504 LAALOA RM 2                           8.509 METERS 19511     |
 TU2583| TU2617 KAILUA LIGHTHOUSE                   APPROX. 6.3 KM 3310002.8 |
 TU2583| CN5503 LAALOA RM 1                           8.760 METERS 33949     |
 TU2583|---------------------------------------------------------------------|
 TU2583
 TU2583                          SUPERSEDED SURVEY CONTROL
 TU2583
 TU2583  NAD 83(1986)-  19 35 16.77185(N)    155 58 18.38364(W) AD(       ) 2
 TU2583  OLD HI      -  19 35 27.67000(N)    155 58 28.41600(W) AD(       ) 2
 TU2583
 TU2583.Superseded values are not recommended for survey control.
 TU2583.NGS no longer adjusts projects to the OLD HI datum.
 TU2583.See file dsdata.txt to determine how the superseded data were derived.
 TU2583
 TU2583_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8822868602(NAD 83)
 TU2583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2583_SETTING: 66 = SET IN ROCK OUTCROP
 TU2583
 TU2583  HISTORY     - Date     Condition        Report By
 TU2583  HISTORY     - 1948     MONUMENTED       CGS
 TU2583  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TU2583  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2583  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2583
 TU2583                          STATION DESCRIPTION
 TU2583
 TU2583'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2583'THE STATION IS LOCATED ON A SMALL POINT ABOUT 4.5 MILES SOUTH
 TU2583'SOUTHEAST OF KAILUA, ABOUT 0.4 MILE SOUTH OF HOLUALOA BAY, ABOUT
 TU2583'0.4 MILE NORTH OF KAHALUU BAY, ABOUT 125 FEET WEST OF THE ROAD
 TU2583'WHICH RUNS BETWEEN KAILUA AND KEAUHOU BAY, ABOUT 75 FEET EAST
 TU2583'OF THE HIGH TIDE MARK, ABOUT 20 FEET ABOVE THE HIGH TIDE MARK
 TU2583'AND IN OPEN, ROCKY, GROUND ABOUT 6 FEET WEST OF A HEAVY GROWTH
 TU2583'OF BRUSH AND TIMBER.
 TU2583'
 TU2583'TO REACH THE STATION FROM THE POST OFFICE IN KAILUA.  GO SOUTH,
 TU2583'ON THE ROAD WHICH LEADS TOWARD KEAUHOU BAY FOR 4.25 MILES TO A
 TU2583'POINT ABOUT MIDWAY BETWEEN POWER POLES NUMBER 74 AND 75 AND THE
 TU2583'END OF TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY, THROUGH THE
 TU2583'HEAVY GROWTH OF BRUSH AND TIMBER, FOR ABOUT 125 FEET TO THE OPEN
 TU2583'GROUND AND THE STATION.
 TU2583'
 TU2583'THE STATION IS A STANDARD DISK, STAMPED LAALOA 1948, SET INTO A
 TU2583'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND ON THE EAST
 TU2583'AND DROPS OFF SHARPLY TOWARD THE SEA ON THE WEST.
 TU2583'
 TU2583'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LAALOA 1
 TU2583'1948, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 TU2583'GROUND ON THE EAST AND PROJECTS ABOUT 2 FEET ON THE WEST.  IT
 TU2583'IS ABOUT 15 FEET WEST OF THE BRUSH, ABOUT 60 FEET EAST OF THE
 TU2583'HIGH TIDE MARK AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 TU2583'
 TU2583'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED LAALOA 2
 TU2583'1948, SET INTO A DRILL HOLE IN BEDROCK WHICH IS SLOPING SHARPLY
 TU2583'TO THE WESTWARD.  IT IS LOCATED ABOUT 15 FEET WEST OF THE EDGE
 TU2583'OF THE BRUSH AND ABOUT 50 FEET EAST OF THE HIGH TIDE MARK.  IT
 TU2583'IS ABOUT 7 FEET LOWER THAN THE STATION.
 TU2583'
 TU2583'THE AZIMUTH IS A STANDARD TRIANGULATION STATION DISK, UNSTAMPED,
 TU2583'(POINT) WHICH IS LOCATED ABOUT 2 MILES SOUTH OF THE STATION, ABOUT
 TU2583'0.4 MILE SOUTH OF CAMP MALUHIA, ABOUT 0.4 MILE WEST OF THE KEAUHOU
 TU2583'BAY SHIPYARD AND ON THE SUMMIT OF A LOW LAVA MOUND ON THE POINT
 TU2583'JUST SOUTH OF KEAUHOU BAY.  TO REACH THE AZIMUTH FROM THE
 TU2583'STATION.  GO SOUTH FOR 2 MILES TO KEAUHOU BAY, CONTINUE SOUTH,
 TU2583'AROUND THE HEAD OF THE BAY, AND THEN FOLLOW THE GRADED ROAD
 TU2583'WESTERLY, KEEPING ALL LEFT HAND FORKS FOR 0.35 MILE TO THE END
 TU2583'OF TRUCK TRAVEL AT A FENCE INTERSECTION.  FROM THIS POINT
 TU2583'PACK WESTERLY FOR ABOUT 75 YARDS TO THE SUMMIT OF A LOW LAVA
 TU2583'MOUND AND THE STATION.
 TU2583'
 TU2583'A ROCK CAIRN WITH BLACK AND WHITE POLE PLUMBED OVER THE
 TU2583'STATION HAS BEEN BUILT AT THIS STATION.
 TU2583
 TU2583                          STATION RECOVERY (1957)
 TU2583
 TU2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRP)
 TU2583'STATION WAS RECOVERED AS DESCRIBED EXCEPT THE POWER POLE NUMBERS
 TU2583'HAVE BEEN CHANGED.
 TU2583
 TU2583                          STATION RECOVERY (1968)
 TU2583
 TU2583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2583'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2583'COMPLETE DESCRIPTION FOLLOWS--
 TU2583'
 TU2583'STATION IS LOCATED ABOUT 3-3/4 MILES SOUTHEAST OF KAILUA AND
 TU2583'3/4-MILE NORTHWEST OF KAHALUU COUNTY PARK, ALONG COAST, ABOUT
 TU2583'150 FEET WEST OF THE MACADAM ROAD, ON A ROCKY POINT WHERE THE
 TU2583'SHORELINE BEGINS CURVE IN TO SOUTHEAST INTO KAHALUU BAY.  IT
 TU2583'IS AT WEST EDGE OF BRUSH-LINE, AT ABOUT 22 FEET ELEVATION, AT
 TU2583'TOP OF SLOPING ROCK BEACH BANK.
 TU2583'
 TU2583'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO SOUTH ON
 TU2583'STATE HIGHWAY 19 FOR 0.05 MILE TO T-JUNCTION BY HARBOR.  TURN
 TU2583'LEFT AND FOLLOW HIGHWAY SOUTHERLY THROUGH TOWN AND ALONG COAST
 TU2583'FOR 4.2 MILES TO HOUSE JUST PAST POWER POLE NO. 75 (IN SMALL
 TU2583'NUMBERS, ALSO HAS 89 IN LARGE NUMBERS).  PACK THROUGH YARD OF
 TU2583'HOME AND GO RIGHT, ALONG ROCKY BEACH ABOUT 150 FEET NORTHWEST
 TU2583'TO STATION.
 TU2583'
 TU2583'STATION MARK IS A STANDARD DISK STAMPED LAALOA 1948, CEMENTED
 TU2583'IN A DRILL HOLE IN BEDROCK, AND SURROUNDED BY AN 8-FOOT-DIAMETER
 TU2583'STONE PLATFORM EXTENDING 1 FOOT ABOVE THE MARK.  IT IS 68 FEET
 TU2583'SOUTH OF A STONE WALL BORDERING THE SOUTH SIDE OF A LAWN.
 TU2583'
 TU2583'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAALOA
 TU2583'1 1948, CEMENTED IN A DRILL HOLE IN AN OPEN BEDROCK AREA, 40
 TU2583'FEET SOUTH OF THE CORNER OF THE STONE WALL AND 5.5 FEET LOWER
 TU2583'THAN STATION MARK.
 TU2583'
 TU2583'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAALOA 2
 TU2583'1948, CEMENTED IN A DRILL HOLE IN BEDROCK 1 FOOT NORTHWEST OF THE
 TU2583'BASE OF A 2-FOOT LEDGE, AND IS 6.2 FEET LOWER THAN STATION MARK.
 TU2583'
 TU2583'POINT 1928 (AZIMUTH MARK) IS A STANDARD TRIANGULATION DISK,
 TU2583'STAMPED POINT 1928, CEMENTED IN A DRILL HOLE IN BEDROCK ON LOW
 TU2583'KNOLL ON KAUKALAELAE POINT, NEAR SOUTH SIDE OF KEAUHOU BAY.
 TU2583
 TU2583                          STATION RECOVERY (1972)
 TU2583
 TU2583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2583'STATION MARK AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 TU2583'CONDITION.  POWER POLE NUMBER 74 HAS BEEN RENUMBERED 89.  HOWEVER,
 TU2583'THE ORIGINAL NUMBER IS STILL VISIBLE.
 TU2583'
 TU2583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2583'3.5 NM SSE OF KAILUA, KONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3478 ***********************************************************************
 TU3478  DESIGNATION -  LAAU
 TU3478  PID         -  TU3478
 TU3478  STATE/COUNTY-  HI/MAUI
 TU3478  USGS QUAD   -  ILIO POINT (1993)
 TU3478
 TU3478                         *CURRENT SURVEY CONTROL
 TU3478  ___________________________________________________________________
 TU3478* NAD 83(1993)-  21 06 07.35649(N)    157 18 31.63515(W)     ADJUSTED  
 TU3478* LOCAL TIDAL -        14.     (meters)      46.     (feet)  VERT ANG  
 TU3478  ___________________________________________________________________
 TU3478  EPOCH DATE  -        1993.62
 TU3478  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 TU3478  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU3478
 TU3478  HORZ ORDER  -  SECOND
 TU3478
 TU3478.The horizontal coordinates were established by classical geodetic methods
 TU3478.and adjusted by the National Geodetic Survey in December 1998..
 TU3478.The horizontal coordinates are valid at the epoch date displayed above.
 TU3478.The epoch date for horizontal control is a decimal equivalence
 TU3478.of Year/Month/Day.
 TU3478
 TU3478.The orthometric height was determined by vertical angle observations.
 TU3478.No vertical observational check was made to the station.
 TU3478
 TU3478.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3478
 TU3478.The geoid height was determined by GEOID03.
 TU3478
 TU3478;                    North         East     Units Scale Factor Converg.
 TU3478;SPC HI 2     -    85,238.267   433,285.098   MT  1.00002165   -0 13 52.3
 TU3478;UTM  04      - 2,334,374.728   675,664.989   MT  0.99998134   +0 36 32.6
 TU3478
 TU3478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3478!SPC HI 2     -   0.99999534  x   1.00002165  =   1.00001699
 TU3478!UTM  04      -   0.99999534  x   0.99998134  =   0.99997668
 TU3478
 TU3478:                Primary Azimuth Mark                     Grid Az
 TU3478:SPC HI 2     -  KAUPOA RESET                             029 16 04.7
 TU3478:UTM  04      -  KAUPOA RESET                             028 25 39.8
 TU3478
 TU3478|---------------------------------------------------------------------|
 TU3478| PID    Reference Object                     Distance      Geod. Az  |
 TU3478|                                                           dddmmss.s |
 TU3478| TU3470 KAUPOA RESET                        APPROX. 3.6 KM 0290212.4 |
 TU3478| CN5505 LAAU RM 1                             4.867 METERS 19614     |
 TU3478| CN5506 LAAU RM 2                             5.785 METERS 32134     |
 TU3478|---------------------------------------------------------------------|
 TU3478
 TU3478                          SUPERSEDED SURVEY CONTROL
 TU3478
 TU3478  NAD 83(1986)-  21 06 07.31492(N)    157 18 31.59133(W) AD(       ) 2
 TU3478  OLD HI      -  21 06 18.75200(N)    157 18 41.72200(W) AD(       ) 2
 TU3478
 TU3478.Superseded values are not recommended for survey control.
 TU3478.NGS no longer adjusts projects to the OLD HI datum.
 TU3478.See file dsdata.txt to determine how the superseded data were derived.
 TU3478
 TU3478_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7566534375(NAD 83)
 TU3478_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3478_SETTING: 66 = SET IN ROCK OUTCROP
 TU3478
 TU3478  HISTORY     - Date     Condition        Report By
 TU3478  HISTORY     - 1962     MONUMENTED       CGS
 TU3478  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3478
 TU3478                          STATION DESCRIPTION
 TU3478
 TU3478'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3478'STATION IS LOCATED ON LAAU POINT ABOUT 6-3/4 MILES AIRLINE
 TU3478'WEST-SOUTHWEST OF THE VILLAGE OF MAUNA LOA, 0.3 MILE NORTHWEST
 TU3478'OF THE LAAU POINT LIGHTHOUSE AND ALONG THE EAST SIDE OF A TRACK
 TU3478'ROAD, ON THE NORTHEAST BOUNDARY OF THE LAAU POINT COAST GUARD
 TU3478'RESERVATION AND ON A BEDROCK LEDGE ABOUT 4 FEET HIGHER THAN
 TU3478'THE ROAD.
 TU3478'
 TU3478'TO REACH STATION FROM THE POST OFFICE IN MAUNA LOA, GO WEST
 TU3478'ON STATE HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD SHARP
 TU3478'LEFT, AFTER ROUNDING A RIGHT CURVE IN THE HIGHWAY.  TURN SHARP
 TU3478'LEFT AND GO SOUTHWEST FOR 1.0 MILE TO A T-JUNCTION.  TURN RIGHT
 TU3478'AND GO WEST ON WIDE GRADED ROAD FOR 0.4 MILE TO A FORK.  TAKE
 TU3478'RIGHT FORK FOR 0.25 MILE TO STATION POHAKULOA ON THE
 TU3478'RIGHT.  CONTINUE AHEAD FOR 1.05 MILE, CROSS WASH AND CONTINUE
 TU3478'WESTERLY FOR 0.5 MILE TO LOCKED GATE.  PASS THROUGH GATE AND
 TU3478'CONTINUE AHEAD FOR 0.4 MILE TO T-JUNCTION JUST LEFT OF A
 TU3478'CATTLEGUARD.  TURN LEFT AND GO 1.7 MILES ON WIDE SAND ROAD
 TU3478'TO TRACK SIDE ROAD RIGHT AT TOP OF GRADE.  TURN RIGHT AND GO
 TU3478'WESTERLY FOR 0.65 MILE TO FORK.  TAKE LEFT FORK FOR 0.15
 TU3478'MILE TO A CROSSROAD AT STAKE.  KEEP STRAIGHT AHEAD FOR 1.25
 TU3478'MILES TO FORK.  TAKE LEFT FORK AND GO 0.65 MILE TO FORK AT
 TU3478'A WATER TANK ON RIGHT.  TAKE LEFT FORK AND GO 0.55 MILE TO
 TU3478'T-JUNCTION.  TURN LEFT AND GO 0.05 MILE TO FORK OPPOSITE A
 TU3478'HOUSE ON LEFT.  TAKE RIGHT FORK AND FOLLOW ROUGH TRACK ROAD
 TU3478'SOUTHERLY ALONG COAST FOR 1.75 MILES TO STATION ON LEFT.
 TU3478'
 TU3478'STATION MARK IS A STANDARD DISK STAMPED LAAU 1962, CEMENTED IN A
 TU3478'DRILL HOLE IN BEDROCK LEDGE.  IT IS 45 FEET EAST OF CENTER LINE OF
 TU3478'TRACK ROAD, 7.1 FEET EAST OF A WHITE WITNESS POST, AND ACROSS ROAD
 TU3478'FROM AN OLD STONE ENCLOSURE IN BUSHES.
 TU3478'
 TU3478'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAAU
 TU3478'NO 1 1962, CEMENTED IN A DRILL HOLE IN SAME BEDROCK LEDGE AS
 TU3478'STATION AND IS AT SAME ELEVATION AS STATION.
 TU3478'
 TU3478'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAAU
 TU3478'NO 2 1962, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 TU3478'PROJECTS 1 FOOT ABOVE GROUND.  IT IS 26 FEET EAST OF CENTER
 TU3478'LINE OF TRACK ROAD, 11.8 FEET NORTHWEST OF THE WITNESS POST
 TU3478'AND ABOUT 4 FEET LOWER THAN THE STATION.
 TU3478'
 TU3478'STATION KAUPOA 1925 WILL SERVE AS THE AZIMUTH MARK.
 TU3478'
 TU3478'NOTE--KEY FOR LOCKED GATE MAY BE OBTAINED AT THE MOLOKAI
 TU3478'RANCH OFFICE IN KAUNAKAKAI.
 TU3478
 TU3478                          STATION RECOVERY (1967)
 TU3478
 TU3478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3478'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TU3478'
 TU3478'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3478'8 MILES W.S.W. OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3477 ***********************************************************************
 TU3477  DESIGNATION -  LAAU POINT LIGHT
 TU3477  PID         -  TU3477
 TU3477  STATE/COUNTY-  HI/MAUI
 TU3477  USGS QUAD   -  ILIO POINT (1993)
 TU3477
 TU3477                         *CURRENT SURVEY CONTROL
 TU3477  ___________________________________________________________________
 TU3477* NAD 83(1993)-  21 05 58.93539(N)    157 18 18.44359(W)     ADJUSTED  
 TU3477* LOCAL TIDAL -                                                        
 TU3477  ___________________________________________________________________
 TU3477  EPOCH DATE  -        1993.62
 TU3477  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 TU3477  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU3477
 TU3477  HORZ ORDER  -  THIRD
 TU3477
 TU3477.The horizontal coordinates were established by classical geodetic methods
 TU3477.and adjusted by the National Geodetic Survey in December 1998..
 TU3477.The horizontal coordinates are valid at the epoch date displayed above.
 TU3477.The epoch date for horizontal control is a decimal equivalence
 TU3477.of Year/Month/Day.
 TU3477
 TU3477
 TU3477.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3477
 TU3477.The geoid height was determined by GEOID03.
 TU3477
 TU3477;                    North         East     Units Scale Factor Converg.
 TU3477;SPC HI 2     -    84,977.740   433,664.786   MT  1.00002102   -0 13 47.5
 TU3477;UTM  04      - 2,334,119.807   676,048.441   MT  0.99998301   +0 36 37.1
 TU3477
 TU3477                          SUPERSEDED SURVEY CONTROL
 TU3477
 TU3477  NAD 83(1986)-  21 05 58.89328(N)    157 18 18.40117(W) AD(       ) 4
 TU3477  OLD HI      -  21 06 10.34000(N)    157 18 28.50400(W) AD(       ) 3
 TU3477
 TU3477.Superseded values are not recommended for survey control.
 TU3477.NGS no longer adjusts projects to the OLD HI datum.
 TU3477.See file dsdata.txt to determine how the superseded data were derived.
 TU3477
 TU3477_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7604834120(NAD 83)
 TU3477
 TU3477  HISTORY     - Date     Condition        Report By
 TU3477  HISTORY     - 1962     MONUMENTED       CGS
 TU3477  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3477
 TU3477                          STATION DESCRIPTION
 TU3477
 TU3477'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3477'STATION IS LOCATED ON LAAU POINT AT THE SOUTHWEST CORNER OF
 TU3477'MOLOKAI ISLAND.
 TU3477'
 TU3477'STATION IS CENTER OF LIGHT ATOP A SHELTON STEEL TOWER ERECTED ON
 TU3477'THE TOP OF A SMALL CONCRETE BUILDING SETTING ON A CONCRETE
 TU3477'FOUNDATION.  STRUCTURE IS ABOUT 18 FEET HIGH AND PAINTED
 TU3477'WHITE.  LIGHT IS PAINTED BLACK.
 TU3477'
 TU3477'LIGHT IS LISTED AS NUMBER 2958 IN LIST OF LIGHTS AND OTHER
 TU3477'MARINE AIDS, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS.
 TU3477
 TU3477                          STATION RECOVERY (1967)
 TU3477
 TU3477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3477'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TU3477'
 TU3477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3477'8 MILES W.S.W. OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1781 ***********************************************************************
 TU1781  DESIGNATION -  LAAUKAHI RESET
 TU1781  PID         -  TU1781
 TU1781  STATE/COUNTY-  HI/KAUAI
 TU1781  USGS QUAD   -  KOLOA (1996)
 TU1781
 TU1781                         *CURRENT SURVEY CONTROL
 TU1781  ___________________________________________________________________
 TU1781* NAD 83(1993)-  21 56 21.62808(N)    159 27 32.40292(W)     ADJUSTED  
 TU1781* LOCAL TIDAL -       423.0    (meters)    1388.     (feet)  VERT ANG  
 TU1781  ___________________________________________________________________
 TU1781  EPOCH DATE  -        1993.62
 TU1781  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 TU1781  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU1781
 TU1781  HORZ ORDER  -  THIRD
 TU1781
 TU1781.The horizontal coordinates were established by classical geodetic methods
 TU1781.and adjusted by the National Geodetic Survey in December 1998..
 TU1781.The horizontal coordinates are valid at the epoch date displayed above.
 TU1781.The epoch date for horizontal control is a decimal equivalence
 TU1781.of Year/Month/Day.
 TU1781
 TU1781.The orthometric height was determined by vertical angle observations.
 TU1781
 TU1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1781
 TU1781.The geoid height was determined by GEOID03.
 TU1781
 TU1781;                    North         East     Units Scale Factor Converg.
 TU1781;SPC HI 4     -    11,738.559   504,235.420   MT  0.99999022   +0 00 55.1
 TU1781;UTM  04      - 2,426,183.833   452,601.058   MT  0.99962776   -0 10 17.4
 TU1781
 TU1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1781!SPC HI 4     -   0.99993101  x   0.99999022  =   0.99992123
 TU1781!UTM  04      -   0.99993101  x   0.99962776  =   0.99955880
 TU1781
 TU1781:                Primary Azimuth Mark                     Grid Az
 TU1781:SPC HI 4     -  KILOHANA RESET=1134                      024 56 30.4
 TU1781:UTM  04      -  KILOHANA RESET=1134                      025 07 42.9
 TU1781
 TU1781|---------------------------------------------------------------------|
 TU1781| PID    Reference Object                     Distance      Geod. Az  |
 TU1781|                                                           dddmmss.s |
 TU1781| TU1777 KILOHANA RESET=1134                 APPROX. 6.7 KM 0245725.5 |
 TU1781| CJ8768 LAAUKAHI RM 3                                      09701     |
 TU1781| TU1776 AL                                  APPROX. 7.5 KM 1485626.2 |
 TU1781| TU1765 MAKAHUENA POINT LIGHT               APPROX. 7.9 KM 1691555.2 |
 TU1781| TU1779 HIGH GABLE                          APPROX. 7.3 KM 1754218.4 |
 TU1781| TU1782 NUK                                 APPROX. 7.1 KM 1825318.2 |
 TU1781| TU1783 EAST GABLE                          APPROX. 6.7 KM 1875609.1 |
 TU1781| TU1784 SMALL WHITE HOUSE                   APPROX. 6.6 KM 1943449.6 |
 TU1781| CJ8766 LAAUKAHI RM 1                                      22407     |
 TU1781| CJ8767 LAAUKAHI RM 2                                      34434     |
 TU1781|---------------------------------------------------------------------|
 TU1781
 TU1781                          SUPERSEDED SURVEY CONTROL
 TU1781
 TU1781  NAD 83(1986)-  21 56 21.60689(N)    159 27 32.44231(W) AD(       ) 3
 TU1781  OLD HI      -  21 56 32.90600(N)    159 27 42.50400(W) AD(       ) 3
 TU1781
 TU1781.Superseded values are not recommended for survey control.
 TU1781.NGS no longer adjusts projects to the OLD HI datum.
 TU1781.See file dsdata.txt to determine how the superseded data were derived.
 TU1781
 TU1781_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5260126184(NAD 83)
 TU1781_MARKER: DD = SURVEY DISK
 TU1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1781
 TU1781  HISTORY     - Date     Condition        Report By
 TU1781  HISTORY     - 1965     MONUMENTED       HITS
 TU1781  HISTORY     - 1965     GOOD             CGS
 TU1781  HISTORY     - 1984     GOOD             USPSQD
 TU1781  HISTORY     - 1988     GOOD             USPSQD
 TU1781
 TU1781                          STATION DESCRIPTION
 TU1781
 TU1781'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1781'STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION WAS
 TU1781'RE-MARKED AND A TYPE B-1 SIGNAL BUILT, BY THE HAWAII TERRITORIAL
 TU1781'SURVEY IN 1930.  NO REFERENCE MARKS WERE SET.  A COMPLETE
 TU1781'DESCRIPTION FOLLOWS--
 TU1781'
 TU1781'STATION IS LOCATED ABOUT 2 MILES NORTH OF KOLOA AND 1 MILE
 TU1781'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 50 AND 52, ON A SHARP
 TU1781'PEAK OF ABOUT 1388 FEET ELEVATION, WHICH IS THE HIGHEST POINT ON
 TU1781'THE RIDGE.  THERE IS A RADIO ANTENNA MAST AND SMALL,
 TU1781'SILVER-COLORED, METAL, INSTRUMENT HUT ON THE PEAK NEAR STATION.
 TU1781'
 TU1781'TO REACH STATION FROM THE POST OFFICE IN KOLOA, GO SOUTHWEST
 TU1781'ON STATE HIGHWAY 53 FOR 0.2 MILE.  TURN RIGHT AND GO NORTH ON
 TU1781'STATE HIGHWAY 52 FOR 1.2 MILES.  TAKE RIGHT FORK AND FOLLOW
 TU1781'MAIN CANE-FIELD ROAD NORTHEAST FOR 0.6 MILE TO CROSSROAD.  TURN
 TU1781'RIGHT AND GO 0.05 MILE.  CROSS CANAL AND THEN GO LEFT ALONG
 TU1781'CANAL FOR 0.3 MILE.  TAKE LEFT FORK AHEAD, CROSSING BRUSH STRIP
 TU1781'BETWEEN CANE FIELDS, THEN TAKE RIGHT FORK ALONG UPPER SIDE OF
 TU1781'SMALL CANE PATCH AND GO 0.15 MILE.  TURN SHARP RIGHT, UPHILL,
 TU1781'AND GO 0.3 MILE TO END OF OLD ROAD AT POWER POLE.  FROM HERE
 TU1781'PACK UP RIDGE ALONG POWER LINE TO TOP AND STATION, ABOUT A
 TU1781'20-MINUTE PACK.
 TU1781'
 TU1781'STATION MARK IS AN UNSTAMPED HAWAII TERRITORIAL SURVEY DISK,
 TU1781'SET IN CONCRETE ABOUT 6 INCHES BENEATH THE 6 X 6-FOOT, CONCRETE
 TU1781'PLATFORM OF THE TYPE B-1 SIGNAL.  THE PLATFORM IS FLUSH WITH
 TU1781'GROUND AND A RED AND WHITE METAL TARGET EXENDS ABOUT 8 FEET
 TU1781'ABOVE IT.  STATION IS 6.75 FEET EAST OF CENTER OF RADIO MAST AND
 TU1781'20.75 FEET SOUTHEAST OF CENTER OF FLAT TOP OF THE INSTRUMENT
 TU1781'HUT.
 TU1781'
 TU1781'RADIO MAST IS A 3-LEGGED, SKELETON-STEEL STRUCTURE 50 FEET TALL,
 TU1781'2 FEET WIDE AT THE BASE, TAPERING SLIGHTLY TO THE TOP, AND IS
 TU1781'PAINTED ALTERNATE RED AND WHITE.
 TU1781'
 TU1781'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.3 MILE.
 TU1781
 TU1781                          STATION RECOVERY (1984)
 TU1781
 TU1781'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1781'GOOD.  STATION USED 1983 BY KAUAI CO.  NOT VISITED BY WRITER BUT
 TU1781'RADIO MAST NO LONGER THERE.
 TU1781
 TU1781                          STATION RECOVERY (1988)
 TU1781
 TU1781'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3028 ***********************************************************************
 TU3028  DESIGNATION -  LAD
 TU3028  PID         -  TU3028
 TU3028  STATE/COUNTY-  HI/MAUI
 TU3028  USGS QUAD   -  WAILUKU (1997)
 TU3028
 TU3028                         *CURRENT SURVEY CONTROL
 TU3028  ___________________________________________________________________
 TU3028* NAD 83(1993)-  20 53 36.24732(N)    156 28 38.16796(W)     ADJUSTED  
 TU3028* LOCAL TIDAL -                                                        
 TU3028  ___________________________________________________________________
 TU3028  EPOCH DATE  -        1993.62
 TU3028  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 TU3028  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU3028
 TU3028  HORZ ORDER  -  THIRD
 TU3028
 TU3028.The horizontal coordinates were established by classical geodetic methods
 TU3028.and adjusted by the National Geodetic Survey in December 1998..
 TU3028.The horizontal coordinates are valid at the epoch date displayed above.
 TU3028.The epoch date for horizontal control is a decimal equivalence
 TU3028.of Year/Month/Day.
 TU3028
 TU3028
 TU3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3028
 TU3028.The geoid height was determined by GEOID03.
 TU3028
 TU3028;                    North         East     Units Scale Factor Converg.
 TU3028;SPC HI 2     -    62,015.901   519,705.081   MT  0.99997146   +0 04 03.2
 TU3028;UTM  04      - 2,312,411.573   762,433.811   MT  1.00045121   +0 54 00.7
 TU3028
 TU3028                          SUPERSEDED SURVEY CONTROL
 TU3028
 TU3028  NAD 83(1986)-  20 53 36.20756(N)    156 28 38.15411(W) AD(       ) 4
 TU3028  OLD HI      -  20 53 47.70900(N)    156 28 48.33500(W) AD(       ) 3
 TU3028
 TU3028.Superseded values are not recommended for survey control.
 TU3028.NGS no longer adjusts projects to the OLD HI datum.
 TU3028.See file dsdata.txt to determine how the superseded data were derived.
 TU3028
 TU3028_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6243412412(NAD 83)
 TU3028
 TU3028  HISTORY     - Date     Condition        Report By
 TU3028  HISTORY     - UNK      MONUMENTED
 TU3028  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3028
 TU3028                          STATION DESCRIPTION
 TU3028
 TU3028'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3028'THIS STATION WAS PLOTTED ON TOPOGRAPHIC SHEET H.  THE DISTANCE AND
 TU3028'THE DIRECTION WAS CHECKED OFF AND THE STATION SEARCHED FOR.  IT
 TU3028'COULD NOT BE FOUND.
 TU3028'
 TU3028'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3242 ***********************************************************************
 TU3242  DESIGNATION -  LAE
 TU3242  PID         -  TU3242
 TU3242  STATE/COUNTY-  HI/MAUI
 TU3242  USGS QUAD   -  
 TU3242
 TU3242                         *CURRENT SURVEY CONTROL
 TU3242  ___________________________________________________________________
 TU3242* NAD 83(1993)-  20 53 27.52443(N)    156 52 27.79316(W)     ADJUSTED  
 TU3242* LOCAL TIDAL -        40.8    (meters)     134.     (feet)  VERT ANG  
 TU3242  ___________________________________________________________________
 TU3242  EPOCH DATE  -        1993.62
 TU3242  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 TU3242  GEOID HEIGHT-          16.21  (meters)                     GEOID03
 TU3242
 TU3242  HORZ ORDER  -  SECOND
 TU3242
 TU3242.The horizontal coordinates were established by classical geodetic methods
 TU3242.and adjusted by the National Geodetic Survey in December 1998..
 TU3242.The horizontal coordinates are valid at the epoch date displayed above.
 TU3242.The epoch date for horizontal control is a decimal equivalence
 TU3242.of Year/Month/Day.
 TU3242
 TU3242.The orthometric height was determined by vertical angle observations.
 TU3242
 TU3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3242
 TU3242.The geoid height was determined by GEOID03.
 TU3242
 TU3242;                    North         East     Units Scale Factor Converg.
 TU3242;SPC HI 2     -    61,749.998   478,388.276   MT  0.99997244   -0 04 26.7
 TU3242;UTM  04      - 2,311,545.082   721,110.534   MT  1.00020422   +0 45 29.8
 TU3242
 TU3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3242!SPC HI 2     -   0.99999104  x   0.99997244  =   0.99996348
 TU3242!UTM  04      -   0.99999104  x   1.00020422  =   1.00019526
 TU3242
 TU3242|---------------------------------------------------------------------|
 TU3242| PID    Reference Object                     Distance      Geod. Az  |
 TU3242|                                                           dddmmss.s |
 TU3242| CN5508 LAE RM 2                              7.075 METERS 22041     |
 TU3242| CN5507 LAE RM 1                              4.651 METERS 29246     |
 TU3242| TU3252 GIL 2                               APPROX. 3.8 KM 3132305.2 |
 TU3242|---------------------------------------------------------------------|
 TU3242
 TU3242                          SUPERSEDED SURVEY CONTROL
 TU3242
 TU3242  NAD 83(1986)-  20 53 27.47805(N)    156 52 27.75710(W) AD(       ) 2
 TU3242  OLD HI      -  20 53 38.86000(N)    156 52 37.80900(W) AD(       ) 2
 TU3242
 TU3242.Superseded values are not recommended for survey control.
 TU3242.NGS no longer adjusts projects to the OLD HI datum.
 TU3242.See file dsdata.txt to determine how the superseded data were derived.
 TU3242
 TU3242_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2111111545(NAD 83)
 TU3242_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3242_SETTING: 80 = SET IN A BOULDER
 TU3242_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3242
 TU3242  HISTORY     - Date     Condition        Report By
 TU3242  HISTORY     - 1962     MONUMENTED       CGS
 TU3242
 TU3242                          STATION DESCRIPTION
 TU3242
 TU3242'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3242'STATION IS LOCATED ABOUT 5-1/2 MILES AIRLINE NORTHEAST OF
 TU3242'LANAI CITY AND 3/4 MILE SOUTHEAST OF OLD VILLAGE OF
 TU3242'MAUNALEI.  ALONG THE TOP OF A FLAT-TOPPED, GREY CORAL RIDGE
 TU3242'THAT RUNS UP TO THE SOUTHWEST FROM THE SEASHORE AT HI POINT.
 TU3242'
 TU3242'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHERLY
 TU3242'ON HIGHWAY 44 FOR 8.6 MILES TO END OF PAVED ROAD AT SIGN
 TU3242'SHIPWRECK BEACH.  CONTINUE AHEAD ON DIRT ROAD, HIGHWAY 44, FOR
 TU3242'1.05 MILES TO TWO HIGHWAY 44, SIGNS.  CONTINUE AHEAD FOR
 TU3242'0.15 MILE TO SUMMIT OF GREY RIDGE, ABOUT 60 FEET ABOVE SEA
 TU3242'LEVEL, AND END OF TRUCK TRAVEL.  PACK SOUTHWEST UP ALONG OPEN,
 TU3242'ROCKY AREA FOR ABOUT 300 YARDS TO STATION.
 TU3242'
 TU3242'STATION MARK IS A STANDARD DISK STAMPED LAE 1962, CEMENTED IN A
 TU3242'DRILL HOLE IN GREY BEDROCK FLUSH WITH GENERAL BEDROCK SURFACE
 TU3242'OF RIDGE.  IT IS IN A SMALL CLEAR AREA THAT IS SURROUNDED
 TU3242'WITH DENSE KIAWE BRUSH.  3 FEET SOUTHEAST OF A CAIRN AND 11.0
 TU3242'FEET NORTH-NORTHEAST OF A WHITE WITNESS POST.
 TU3242'
 TU3242'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAE NO 1
 TU3242'1962, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH SURROUNDING
 TU3242'AREA.  IT IS 13.3 FEET NORTHWEST OF THE WITNESS POST, 14.2
 TU3242'FEET WEST-NORTHWEST OF THE CAIRN AND ABOUT 1 FOOT HIGHER THAN
 TU3242'THE STATION MARK.
 TU3242'
 TU3242'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAE NO 2
 TU3242'1962, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT
 TU3242'3 INCHES ABOVE SURROUNDING ROCK.  IT IS 13 FEET SOUTH-SOUTHWEST
 TU3242'OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2530 ***********************************************************************
 TU2530  DESIGNATION -  LAE LOA RESET
 TU2530  PID         -  TU2530
 TU2530  STATE/COUNTY-  HI/HAWAII
 TU2530  USGS QUAD   -  HONAUNAU (1996)
 TU2530
 TU2530                         *CURRENT SURVEY CONTROL
 TU2530  ___________________________________________________________________
 TU2530* NAD 83(1993)-  19 23 52.81002(N)    155 54 37.18998(W)     ADJUSTED  
 TU2530* LOCAL TIDAL -         8.2    (meters)      27.     (feet)  VERT ANG  
 TU2530  ___________________________________________________________________
 TU2530  EPOCH DATE  -        1993.62
 TU2530  LAPLACE CORR-          25.01  (seconds)                    DEFLEC99
 TU2530  GEOID HEIGHT-          19.65  (meters)                     GEOID03
 TU2530
 TU2530  HORZ ORDER  -  SECOND
 TU2530
 TU2530.The horizontal coordinates were established by classical geodetic methods
 TU2530.and adjusted by the National Geodetic Survey in December 1998..
 TU2530.The horizontal coordinates are valid at the epoch date displayed above.
 TU2530.The epoch date for horizontal control is a decimal equivalence
 TU2530.of Year/Month/Day.
 TU2530
 TU2530.The orthometric height was determined by vertical angle observations.
 TU2530
 TU2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2530
 TU2530.The geoid height was determined by GEOID03.
 TU2530
 TU2530;                    North         East     Units Scale Factor Converg.
 TU2530;SPC HI 1     -    62,554.392   456,900.377   MT  0.99998962   -0 08 10.6
 TU2530;UTM  05      - 2,147,446.565   194,320.494   MT  1.00075518   -0 58 02.5
 TU2530
 TU2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2530!SPC HI 1     -   0.99999562  x   0.99998962  =   0.99998524
 TU2530!UTM  05      -   0.99999562  x   1.00075518  =   1.00075080
 TU2530
 TU2530:                Primary Azimuth Mark                     Grid Az
 TU2530:SPC HI 1     -  LAE LOA AZ MK                            160 25 21.0
 TU2530:UTM  05      -  LAE LOA AZ MK                            161 15 12.9
 TU2530
 TU2530|---------------------------------------------------------------------|
 TU2530| PID    Reference Object                     Distance      Geod. Az  |
 TU2530|                                                           dddmmss.s |
 TU2530| CN5820 LAE LOA AZ MK                                      1601710.4 |
 TU2530| TU2544 LAE MAMO                            APPROX. 0.6 KM 1612437.2 |
 TU2530| CN5821 LAE LOA RM 1                         15.011 METERS 24015     |
 TU2530| TU2539 NAPOOPOO LIGHT                      APPROX. 9.4 KM 3425836.2 |
 TU2530| CN5822 LAE LOA RM 2                         12.200 METERS 35413     |
 TU2530|---------------------------------------------------------------------|
 TU2530
 TU2530                          SUPERSEDED SURVEY CONTROL
 TU2530
 TU2530  NAD 83(1986)-  19 23 52.80716(N)    155 54 37.22721(W) AD(       ) 2
 TU2530  OLD HI      -  19 24 03.66500(N)    155 54 47.26400(W) AD(       ) 2
 TU2530
 TU2530.Superseded values are not recommended for survey control.
 TU2530.NGS no longer adjusts projects to the OLD HI datum.
 TU2530.See file dsdata.txt to determine how the superseded data were derived.
 TU2530
 TU2530_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9432047447(NAD 83)
 TU2530_MARKER: DS = TRIANGULATION STATION DISK
 TU2530_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TU2530_SP_SET: METAL PIPE IN CONCRETE
 TU2530
 TU2530  HISTORY     - Date     Condition        Report By
 TU2530  HISTORY     - 1968     MONUMENTED       CGS
 TU2530  HISTORY     - 1972     GOOD             NGS
 TU2530  HISTORY     - 1978     GOOD             USGS
 TU2530  HISTORY     - 1979     GOOD             NOS
 TU2530
 TU2530                          STATION DESCRIPTION
 TU2530
 TU2530'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2530'STATION WAS RECOVERED.  RM NO. 1 AND THE AZIMUTH MARK WERE
 TU2530'FOUND IN GOOD CONDITION, BUT THE STONE AND CONCRETE DOME IN WHICH
 TU2530'THE STATION PIPE WAS SET WAS FOUND TO BE CRACKED, ALTHOUGH STILL
 TU2530'SOLID.  IT WAS REPAIRED AND RE-ENFORCED WITH ADDITIONAL STONES
 TU2530'AND CONCRETE, AND A STATION DISK WAS SET IN THE CENTER OF THE
 TU2530'PIPE.  THE ANGLE TO THE AZIMUTH MARK FAILED TO CHECK BY 15
 TU2530'SECONDS.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2530'
 TU2530'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE POST OFFICE
 TU2530'AT HONAUNAU, 1-1/2 MILES SOUTH OF THE CITY OF REFUGE AND 1-1/2
 TU2530'MILES NORTHWEST OF HOOKENA VILLAGE, NEAR THE SEA, ON A LOW ROCK ON
 TU2530'LOA POINT, AT WEST EDGE OF BRUSH LINE.
 TU2530'
 TU2530'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2530'STATE HIGHWAY 11 FOR 3.9 MILES TO HOOKENA SCHOOL.  CONTINUE ON
 TU2530'THE HIGHWAY FOR 0.4 MILE TO FORK AND SIGN HOOKENA.  TAKE RIGHT
 TU2530'FORK AND GO 2.25 MILES TO TRACK CROSSROAD, JUST BEFORE REACHING
 TU2530'HOOKENA.  TURN RIGHT AND GO THROUGH TREES AND ALONG BEACH ROAD
 TU2530'FOR 0.35 MILE TO BOARD GATE AT HOUSE, AND END OF TRUCK TRAVEL.
 TU2530'PACK NORTHERLY ALONG SEACOAST ABOUT 1-1/4 MILES TO STATION.
 TU2530'(NOTE--A KEY MAY BE OBTAINED FOR THE GATE FROM MC CANDLESS
 TU2530'RANCH, HOWEVER THE OLD ROAD SHOWN ON MAPS IS OVERGROWN WITH LARGE
 TU2530'BRUSH, AND STATION IS BEST REACHED BY FOLLOWING COAST AND AVOIDING
 TU2530'BRUSH.)
 TU2530'
 TU2530'STATION MARK IS A STANDARD DISK STAMPED LAE LOA HGS 1884 1968,
 TU2530'SET IN CONCRETE IN TOP OF THE ORIGINAL 2-1/2-INCH IRON PIPE, IN
 TU2530'THE TOP OF A 3-FOOT-DIAMETER, STONE AND CONCRETE MOUND THAT
 TU2530'PROJECTS 2 FEET ABOVE GROUND.  IT IS ABOUT 125 FEET EAST OF SEA
 TU2530'BLUFF, AT EDGE OF BRUSH, AND ABOUT 27 FEET ABOVE SEA LEVEL.
 TU2530'
 TU2530'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2530'IN A DRILL HOLE IN SMOOTH LAVA, ABOUT 75 FEET EAST OF SEA AND
 TU2530'6 FEET LOWER THAN STATION MARK.
 TU2530'
 TU2530'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAE LOA HGS
 TU2530'1884 NO 2 1968, CEMENTED IN A DRILL HOLE IN BEDROCK, 3 FEET
 TU2530'LOWER THAN STATION MARK.
 TU2530'
 TU2530'AZIMUTH MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2530'HOLE IN BEDROCK, 80 FEET EAST OF SEA AND 50 FEET WEST OF EDGE OF
 TU2530'BRUSH.
 TU2530
 TU2530                          STATION RECOVERY (1972)
 TU2530
 TU2530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2530'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 TU2530'RECOVERED AS DESCRIBED BY R.C. MUNSON IN 1968.  ALL MARKS WERE
 TU2530'IN GOOD CONDITION.
 TU2530'
 TU2530'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2530'2.2 NM SW OF HONAUNAU.
 TU2530
 TU2530                          STATION RECOVERY (1978)
 TU2530
 TU2530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2530'STATION MARK AND RMS WERE RECOVERED IN GOOD CONDITION.  THE 1968
 TU2530'RECOVERY DESCRIPTION BY R.C. MUNSON IS GOOD.
 TU2530
 TU2530                          STATION RECOVERY (1979)
 TU2530
 TU2530'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2530'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2544 ***********************************************************************
 TU2544  DESIGNATION -  LAE MAMO
 TU2544  PID         -  TU2544
 TU2544  STATE/COUNTY-  HI/HAWAII
 TU2544  USGS QUAD   -  HONAUNAU (1996)
 TU2544
 TU2544                         *CURRENT SURVEY CONTROL
 TU2544  ___________________________________________________________________
 TU2544* NAD 83(1993)-  19 23 35.23846(N)    155 54 30.96189(W)     ADJUSTED  
 TU2544* LOCAL TIDAL -         5.0    (meters)      16.     (feet)  VERT ANG  
 TU2544  ___________________________________________________________________
 TU2544  EPOCH DATE  -        1993.62
 TU2544  LAPLACE CORR-          25.10  (seconds)                    DEFLEC99
 TU2544  GEOID HEIGHT-          19.65  (meters)                     GEOID03
 TU2544
 TU2544  HORZ ORDER  -  SECOND
 TU2544
 TU2544.The horizontal coordinates were established by classical geodetic methods
 TU2544.and adjusted by the National Geodetic Survey in December 1998..
 TU2544.The horizontal coordinates are valid at the epoch date displayed above.
 TU2544.The epoch date for horizontal control is a decimal equivalence
 TU2544.of Year/Month/Day.
 TU2544
 TU2544.The orthometric height was determined by vertical angle observations.
 TU2544
 TU2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2544
 TU2544.The geoid height was determined by GEOID03.
 TU2544
 TU2544;                    North         East     Units Scale Factor Converg.
 TU2544;SPC HI 1     -    62,013.658   457,080.816   MT  0.99998943   -0 08 08.4
 TU2544;UTM  05      - 2,146,902.855   194,493.203   MT  1.00075387   -0 57 59.6
 TU2544
 TU2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2544!SPC HI 1     -   0.99999613  x   0.99998943  =   0.99998556
 TU2544!UTM  05      -   0.99999613  x   1.00075387  =   1.00074999
 TU2544
 TU2544|---------------------------------------------------------------------|
 TU2544| PID    Reference Object                     Distance      Geod. Az  |
 TU2544|                                                           dddmmss.s |
 TU2544| CN5824 LAE MAMO RM 2                        12.332 METERS 08030     |
 TU2544| TU2543 HOOKENA                             APPROX. 1.7 KM 1471913.1 |
 TU2544| TU2530 LAE LOA RESET                       APPROX. 0.6 KM 3412439.2 |
 TU2544| CN5823 LAE MAMO RM 1                         7.154 METERS 35510     |
 TU2544|---------------------------------------------------------------------|
 TU2544
 TU2544                          SUPERSEDED SURVEY CONTROL
 TU2544
 TU2544  NAD 83(1986)-  19 23 35.23533(N)    155 54 30.99925(W) AD(       ) 2
 TU2544  OLD HI      -  19 23 46.09202(N)    155 54 41.03592(W) AD(       ) 2
 TU2544
 TU2544.Superseded values are not recommended for survey control.
 TU2544.NGS no longer adjusts projects to the OLD HI datum.
 TU2544.See file dsdata.txt to determine how the superseded data were derived.
 TU2544
 TU2544_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9449346903(NAD 83)
 TU2544_MARKER: Z = SEE DESCRIPTION
 TU2544_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2544
 TU2544  HISTORY     - Date     Condition        Report By
 TU2544  HISTORY     - 1972     MONUMENTED       NGS
 TU2544  HISTORY     - 1979     GOOD             NOS
 TU2544
 TU2544                          STATION DESCRIPTION
 TU2544
 TU2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2544'STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF THE CITY
 TU2544'OF REFUGE AND 1.2 MILES NNW OF THE TOWN OF HOOKENA ON THE KONA
 TU2544'COAST OF HAWAII ISLAND.  STATION IS ATOP A LOW LAVA BLUFF
 TU2544'APPROXIMATELY 17 FEET ABOVE SEA LEVEL AND APPROXIMATELY 15 FEET
 TU2544'EAST OF THE EDGE OF THE BLUFF.
 TU2544'
 TU2544'TO REACH STATION FROM POST OFFICE AT HONAUNAU, TRAVEL SOUTH ON
 TU2544'STATE HWY 11 FOR 3.9 MILES TO HOOKENA SCHOOL.  CONTINUE ON
 TU2544'HIGHWAY 11 FOR 0.4 MILE TO FORK AND SIGN HOOKENA.  TAKE RIGHT
 TU2544'FORK AND GO 2.25 MILES ALONG PAVED ROAD TO GRAVEL TRACK ROAD,
 TU2544'JUST BEFORE REACHING HOOKENA BEACH.  TURN RIGHT AND TRAVEL
 TU2544'THROUGH TREES AND ALONG BEACH FOR 0.35 MILE TO IRON GATE AND
 TU2544'HOUSE AT END OF TRUCK TRAVEL.  PACK NORTHERLY ALONG THE BEACH
 TU2544'FOR 0.8 MILE AND THE STATION.
 TU2544'
 TU2544'STATION MARK IS A STANDARD DISK STAMPED LAE MAMO 1972 SET IN
 TU2544'A DRILL HOLE ATOP THE LAVA BLUFF.  STATION IS ON HOOPALAKAMAIA
 TU2544'POINT, APPROXIMATELY 0.3 MILE NORTHWEST OF LAE MAMO AND IS
 TU2544'LOCATED ABOUT 10 FEET INSHORE OF A SOLITARY LARGE LAVA BOULDER
 TU2544'NEAR THE EDGE OF THE BLUFF.
 TU2544'
 TU2544'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NO. 1 1972,
 TU2544'APPROXIMATELY 2 FEET NORTH OF A CREVASSE SEPARATING IT FROM THE
 TU2544'STATION.
 TU2544'
 TU2544'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NO. 2 1972, ON
 TU2544'THE LAVA BLUFF INSHORE OF AND AT THE SAME ELEVATION AS THE
 TU2544'STATION.
 TU2544
 TU2544                          STATION RECOVERY (1979)
 TU2544
 TU2544'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2544'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2598 ***********************************************************************
 TU2598  DESIGNATION -  LAE NIAU 2
 TU2598  PID         -  TU2598
 TU2598  STATE/COUNTY-  HI/HAWAII
 TU2598  USGS QUAD   -  KAILUA (1996)
 TU2598
 TU2598                         *CURRENT SURVEY CONTROL
 TU2598  ___________________________________________________________________
 TU2598* NAD 83(1993)-  19 40 28.13852(N)    155 58 03.68604(W)     ADJUSTED  
 TU2598* LOCAL TIDAL -       453.1    (meters)    1487.     (feet)  VERT ANG  
 TU2598  ___________________________________________________________________
 TU2598  EPOCH DATE  -        1993.62
 TU2598  LAPLACE CORR-          23.52  (seconds)                    DEFLEC99
 TU2598  GEOID HEIGHT-          20.09  (meters)                     GEOID03
 TU2598
 TU2598  HORZ ORDER  -  SECOND
 TU2598
 TU2598.The horizontal coordinates were established by classical geodetic methods
 TU2598.and adjusted by the National Geodetic Survey in December 1998..
 TU2598.The horizontal coordinates are valid at the epoch date displayed above.
 TU2598.The epoch date for horizontal control is a decimal equivalence
 TU2598.of Year/Month/Day.
 TU2598
 TU2598.The orthometric height was determined by vertical angle observations.
 TU2598
 TU2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2598
 TU2598.The geoid height was determined by GEOID03.
 TU2598
 TU2598;                    North         East     Units Scale Factor Converg.
 TU2598;SPC HI 1     -    93,175.454   450,958.937   MT  0.99999638   -0 09 26.9
 TU2598;UTM  05      - 2,178,175.177   188,822.578   MT  1.00079706   -0 59 59.8
 TU2598;UTM  04      - 2,178,294.817   817,957.913   MT  1.00084981   +1 01 18.4
 TU2598
 TU2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2598!SPC HI 1     -   0.99992562  x   0.99999638  =   0.99992200
 TU2598!UTM  05      -   0.99992562  x   1.00079706  =   1.00072262
 TU2598!UTM  04      -   0.99992562  x   1.00084981  =   1.00077537
 TU2598
 TU2598|---------------------------------------------------------------------|
 TU2598| PID    Reference Object                     Distance      Geod. Az  |
 TU2598|                                                           dddmmss.s |
 TU2598| CN5825 LAE NIAU 2 RM 1                       7.220 METERS 19929     |
 TU2598| TU2622 KEAHOLE POINT LIGHTHOUSE            APPROX.11.4 KM 3010829.8 |
 TU2598|---------------------------------------------------------------------|
 TU2598
 TU2598                          SUPERSEDED SURVEY CONTROL
 TU2598
 TU2598  NAD 83(1986)-  19 40 28.13672(N)    155 58 03.70916(W) AD(       ) 2
 TU2598  OLD HI      -  19 40 39.05468(N)    155 58 13.73521(W) AD(       ) 2
 TU2598
 TU2598.Superseded values are not recommended for survey control.
 TU2598.NGS no longer adjusts projects to the OLD HI datum.
 TU2598.See file dsdata.txt to determine how the superseded data were derived.
 TU2598
 TU2598_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8882378175(NAD 83)
 TU2598_MARKER: Z = SEE DESCRIPTION
 TU2598_SETTING: 0 = UNSPECIFIED SETTING
 TU2598
 TU2598  HISTORY     - Date     Condition        Report By
 TU2598  HISTORY     - 1972     MONUMENTED       NGS
 TU2598
 TU2598                          STATION DESCRIPTION
 TU2598
 TU2598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2598'STATION IS LOCATED ON THE KONA COAST OF HAWAII ISLAND, 3 MILES
 TU2598'NORTHWEST OF KAILUA, 1.2 MILES SOUTH OF INTERSECTION OF STATE
 TU2598'HIGHWAY 18 AND STATE HIGHWAY 19 (PALANI JUNCTION) AND ABOUT 200
 TU2598'FEET WEST OF HIGHWAY 18.
 TU2598'
 TU2598'TO REACH STATION FROM KAILUA POST OFFICE, FOLLOW STATE HIGHWAY
 TU2598'19 NORTHEAST TO JUNCTION WITH STATE HIGHWAY 18.  TURN RIGHT AND
 TU2598'HEAD SOUTH ON STATE HIGHWAY 18 FOR 1.2 MILES TO THE TANIGUCHI
 TU2598'RESIDENCE, A WELL LANDSCAPED HOME OVERLOOKING THE COAST NORTH
 TU2598'AND SOUTH OF KAILUA.  STATION IS LOCATED NEAR THE NORTHWEST
 TU2598'CORNER OF THE TANIGUCHI PROPERTY, ABOUT 200 FEET WEST OF THE
 TU2598'HIGHWAY.  FOLLOW A NATURAL LAVA WALKWAY ON NORTH SIDE OF
 TU2598'PROPERTY UP THE HILL TO LAVA ROCK PROTRUSIONS.  STATION IS
 TU2598'LOCATED ON A LAVA ROCK ABOUT 4 FEET WIDE AND 8 FEET LONG, 20
 TU2598'FEET NORTH OF HIGHER, MORE PROMINENT LAVA PROTRUSION IN
 TU2598'WHICH OLD LAE NIAU STATION IS LOCATED.
 TU2598'
 TU2598'STATION IS A STANDARD DISK STAMPED LAE NIAU 2 1972 CEMENTED
 TU2598'IN DRILL HOLE IN LAVA ROCK.
 TU2598'
 TU2598'REFERENCE MARK 1 IS OLD STATION LAE NIAU ESTABLISHED BY THE
 TU2598'STATE HIGHWAY DEPARTMENT.  IT IS A 5 INCH TRIANGLE INSCRIBED IN
 TU2598'LAVA ROCK AROUND A DRILL HOLE.  IT IS ABOUT 2 FT. HIGHER THAN
 TU2598'LAE NIAU 2 ON A MORE PROMINENT LAVA PROTRUSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2507 ***********************************************************************
 TU2507  DESIGNATION -  LAE O HEKU 1913
 TU2507  PID         -  TU2507
 TU2507  STATE/COUNTY-  HI/HAWAII
 TU2507  USGS QUAD   -  KAULUOA POINT (1996)
 TU2507
 TU2507                         *CURRENT SURVEY CONTROL
 TU2507  ___________________________________________________________________
 TU2507* NAD 83(1993)-  19 15 24.77081(N)    155 53 55.79042(W)     ADJUSTED  
 TU2507* LOCAL TIDAL -        15.     (meters)      49.     (feet)  SCALED    
 TU2507  ___________________________________________________________________
 TU2507  EPOCH DATE  -        1993.62
 TU2507  LAPLACE CORR-          24.70  (seconds)                    DEFLEC99
 TU2507  GEOID HEIGHT-          18.39  (meters)                     GEOID03
 TU2507
 TU2507  HORZ ORDER  -  THIRD
 TU2507
 TU2507.The horizontal coordinates were established by classical geodetic methods
 TU2507.and adjusted by the National Geodetic Survey in December 1998..
 TU2507.The horizontal coordinates are valid at the epoch date displayed above.
 TU2507.The epoch date for horizontal control is a decimal equivalence
 TU2507.of Year/Month/Day.
 TU2507
 TU2507.The orthometric height was scaled from a topographic map.
 TU2507
 TU2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2507
 TU2507.The geoid height was determined by GEOID03.
 TU2507
 TU2507;                    North         East     Units Scale Factor Converg.
 TU2507;SPC HI 1     -    46,930.139   458,072.308   MT  0.99998839   -0 07 53.5
 TU2507;UTM  05      - 2,131,795.078   195,267.197   MT  1.00074805   -0 57 24.4
 TU2507
 TU2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2507!SPC HI 1     -   0.99999475  x   0.99998839  =   0.99998314
 TU2507!UTM  05      -   0.99999475  x   1.00074805  =   1.00074280
 TU2507
 TU2507:                Primary Azimuth Mark                     Grid Az
 TU2507:SPC HI 1     -  WAHE PELE                                160 49 09.2
 TU2507:UTM  05      -  WAHE PELE                                161 38 40.1
 TU2507
 TU2507|---------------------------------------------------------------------|
 TU2507| PID    Reference Object                     Distance      Geod. Az  |
 TU2507|                                                           dddmmss.s |
 TU2507| TU2481 WAHE PELE                           APPROX. 3.4 KM 1604115.7 |
 TU2507|---------------------------------------------------------------------|
 TU2507
 TU2507                          SUPERSEDED SURVEY CONTROL
 TU2507
 TU2507  NAD 83(1986)-  19 15 24.76711(N)    155 53 55.83230(W) AD(       ) 3
 TU2507  OLD HI      -  19 15 36.68500(N)    155 54 05.24600(W) AD(       ) 3
 TU2507
 TU2507.Superseded values are not recommended for survey control.
 TU2507.NGS no longer adjusts projects to the OLD HI datum.
 TU2507.See file dsdata.txt to determine how the superseded data were derived.
 TU2507
 TU2507_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9526731795(NAD 83)
 TU2507
 TU2507  HISTORY     - Date     Condition        Report By
 TU2507  HISTORY     - 1913     MONUMENTED       HIGS
 TU2507  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2507
 TU2507                          STATION DESCRIPTION
 TU2507
 TU2507'DESCRIBED BY HAWAII GEODETIC SURVEY 1913 (ERH)
 TU2507'ON WEST COAST OF HAWAII, KONA DISTRICT, ON HEKU POINT, ABOUT 4-1/5
 TU2507'MILES NORTH OF HOOPULOA, AND 1/2 MILE SOUTHWEST FROM THE FORMER
 TU2507'SHIPPING POINT CALLED KAAPUNA.  KAAPUNA MAY BE RECOGNIZED FROM
 TU2507'OFFSHORE BY THE LARGE 2-STORY HOUSE, UNPAINTED, AND THE GREAT
 TU2507'PILES OF CORDED FIREWOOD, AND BEHIND, ON THE SLOPE, THE TRACES OF
 TU2507'THE SLIDE BY WHICH THE WOOD WAS BROUGHT DOWN.  MARKED BY A
 TU2507'COPPER TRIANGLE IN THE LOOSE AA (LAVA) CLINKERS 1/2 FOOT BELOW
 TU2507'THE SURFACE, WITH FOUR BEACH-WORN STONES PLACED AROUND IT
 TU2507'AT DISTANCES OF 2 FEET.  IT IS 25 FEET FROM THE EDGE OF THE PALI.
 TU2507'IN 1913 THE STONES WERE RECOVERED.  TRIANGLE NOT DUG FOR.  A
 TU2507'CAIRN WAS PLACED OVER THE STATION.  IT SHOWS ABOVE A WALL WHICH
 TU2507'WAS BUILT AROUND IT, THE WALL BEING NEARLY CIRCULAR WITH
 TU2507'VERTICAL SLIDES, 2-1/2 FEET HIGH AND 11 FEET ACROSS.
 TU2507
 TU2507                          STATION RECOVERY (1968)
 TU2507
 TU2507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2507'STATION WAS RECOVERED AND FOUND TO BE MARKED WITH A RUSTED IRON
 TU2507'PIN, SET IN THE CENTER OF 4 SMOOTH, ROUNDED STONES SET ON A
 TU2507'4 X 4-FOOT SQUARE.
 TU2507'
 TU2507'LOCATED ABOUT 13 MILES SOUTH OF HONAUNAU AND 5 MILES NORTH OF
 TU2507'MILOLII, ON LAE O HEKU POINT, ABOUT 1/4-MILE SOUTH OF THE SOUTH
 TU2507'EDGE OF THE KAAPUNA LAVA FLOW OF 1950, AT EDGE OF SEA BLUFF, ON
 TU2507'A LOW KNOLL ABOUT 100 YARDS SOUTH OF A SLIGHTLY HIGHER AND MORE
 TU2507'PROMINENT BOULDER-COVERED KNOLL.
 TU2507'
 TU2507'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH ON
 TU2507'STATE HIGHWAY 11 FOR 9.6 MILES TO POWER POLE NO. 142, AT NORTH
 TU2507'EDGE OF THE 1950 LAVA FLOW.  TURN RIGHT AND FOLLOW BULLDOZED ROAD
 TU2507'ALONG RIGHT SIDE OF LAVA FLOW FOR 1.6 MILES TO END OF ROAD AT
 TU2507'SEA.  WALK SOUTH OVER ROUGH LAVA ALONG COAST FOR ABOUT 1-1/4
 TU2507'MILES TO STATION.
 TU2507'
 TU2507'STATION MARK IS A 1/2-INCH IRON PIN SET 6 INCHES BELOW GROUND
 TU2507'LEVEL, IN THE CENTER OF 4 SMOOTH, ROUNDED STONES.  A 4-FOOT CAIRN
 TU2507'IS BUILT OVER THE MARK AND A 12-FOOT-DIAMETER STONE WALL ABOUT 3
 TU2507'FEET HIGH SURROUNDS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2533 ***********************************************************************
 TU2533  DESIGNATION -  LAE O KANONI
 TU2533  PID         -  TU2533
 TU2533  STATE/COUNTY-  HI/HAWAII
 TU2533  USGS QUAD   -  HONAUNAU (1996)
 TU2533
 TU2533                         *CURRENT SURVEY CONTROL
 TU2533  ___________________________________________________________________
 TU2533* NAD 83(1993)-  19 25 52.23342(N)    155 55 01.44570(W)     ADJUSTED  
 TU2533* LOCAL TIDAL -        35.7    (meters)     117.     (feet)  VERT ANG  
 TU2533  ___________________________________________________________________
 TU2533  EPOCH DATE  -        1993.62
 TU2533  LAPLACE CORR-          24.75  (seconds)                    DEFLEC99
 TU2533  GEOID HEIGHT-          19.83  (meters)                     GEOID03
 TU2533
 TU2533  HORZ ORDER  -  SECOND
 TU2533
 TU2533.The horizontal coordinates were established by classical geodetic methods
 TU2533.and adjusted by the National Geodetic Survey in December 1998..
 TU2533.The horizontal coordinates are valid at the epoch date displayed above.
 TU2533.The epoch date for horizontal control is a decimal equivalence
 TU2533.of Year/Month/Day.
 TU2533
 TU2533.The orthometric height was determined by vertical angle observations.
 TU2533
 TU2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2533
 TU2533.The geoid height was determined by GEOID03.
 TU2533
 TU2533;                    North         East     Units Scale Factor Converg.
 TU2533;SPC HI 1     -    66,228.216   456,201.550   MT  0.99999037   -0 08 19.5
 TU2533;UTM  05      - 2,151,132.973   193,674.575   MT  1.00076006   -0 58 16.3
 TU2533;UTM  04      - 2,151,436.872   823,755.813   MT  1.00089586   +1 01 35.4
 TU2533
 TU2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2533!SPC HI 1     -   0.99999127  x   0.99999037  =   0.99998164
 TU2533!UTM  05      -   0.99999127  x   1.00076006  =   1.00075132
 TU2533!UTM  04      -   0.99999127  x   1.00089586  =   1.00088712
 TU2533
 TU2533:                Primary Azimuth Mark                     Grid Az
 TU2533:SPC HI 1     -  NAPOOPOO KAHIKOLU CHURCH SPIRE           002 23 23.3
 TU2533:UTM  05      -  NAPOOPOO KAHIKOLU CHURCH SPIRE           003 13 20.1
 TU2533:UTM  04      -  NAPOOPOO KAHIKOLU CHURCH SPIRE           001 13 28.4
 TU2533
 TU2533|---------------------------------------------------------------------|
 TU2533| PID    Reference Object                     Distance      Geod. Az  |
 TU2533|                                                           dddmmss.s |
 TU2533| TU2532 NAPOOPOO KAHIKOLU CHURCH SPIRE      APPROX. 4.2 KM 0021503.8 |
 TU2533| TU2529 COFFEE                              APPROX. 4.2 KM 0145843.8 |
 TU2533| TU2524 NAPOOPOO SCHOOL FLAGPOLE            APPROX. 4.7 KM 0230911.4 |
 TU2533| TU2519 KEEI LATTER DAY SAINTS CHURCH       APPROX. 3.7 KM 0484225.0 |
 TU2533| TU2518 HONAUNAU ST BENEDICT CATH CH        APPROX. 3.1 KM 0815511.8 |
 TU2533| CN5826 LAE O KANONI RM 1                    13.504 METERS 09952     |
 TU2533| TU2515 KALAPA RESET                        APPROX. 4.4 KM 1081022.5 |
 TU2533| TU2516 TOBACCO                             APPROX. 4.4 KM 1123151.2 |
 TU2533| TU2539 NAPOOPOO LIGHT                      APPROX. 5.7 KM 3385736.8 |
 TU2533| TU2538 CAPTAIN COOKS MONUMENT              APPROX. 5.8 KM 3424900.8 |
 TU2533|---------------------------------------------------------------------|
 TU2533
 TU2533                          SUPERSEDED SURVEY CONTROL
 TU2533
 TU2533  NAD 83(1986)-  19 25 52.23071(N)    155 55 01.48166(W) AD(       ) 2
 TU2533  OLD HI      -  19 26 03.09100(N)    155 55 11.51700(W) AD(       ) 2
 TU2533
 TU2533.Superseded values are not recommended for survey control.
 TU2533.NGS no longer adjusts projects to the OLD HI datum.
 TU2533.See file dsdata.txt to determine how the superseded data were derived.
 TU2533
 TU2533_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9367551133(NAD 83)
 TU2533
 TU2533  HISTORY     - Date     Condition        Report By
 TU2533  HISTORY     - 1884     MONUMENTED       CGS
 TU2533  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2533  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2533  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2533  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2533
 TU2533                          STATION DESCRIPTION
 TU2533
 TU2533'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2533'ON THE WEST COAST OF HAWAII, SOUTH KONA DISTRICT, NORTH OF
 TU2533'HONAUNAU BAY, 1,200 METERS NORTH-NORTHWEST FROM THE CITY OF
 TU2533'REFUGE WHICH IS ON THE SOUTH SIDE OF THE BAY, AND 330 METERS
 TU2533'FROM THE WATER ON THE WEST.  A BOLT REFERRED TO IN ORIGINAL
 TU2533'DESCRIPTION AS BEING 4 METERS SOUTHWEST OF STATION WAS NOT FOUND
 TU2533'IN 1913.  AT THAT TIME THE STATION WAS MARKED BY A DRILL HOLE
 TU2533'AND TRIANGLE CUT IN THE SOLID ROCK AND SURROUNDED BY FOUR
 TU2533'CROSSES EQUIDISTANT FROM IT.  THE WHOLE SURMOUNTED BY A LARGE
 TU2533'CAIRN, PAINTED WHITE.  IN 1928 THE CAIRN HAD BEEN REMOVED,
 TU2533'AND THE MARK CONSISTED OF A 2 1/2-INCH PIPE SET IN A CONCRETE
 TU2533'DOME RISING ABOUT TWO FEET ABOVE BASE OF ORIGINAL CAIRN.
 TU2533'NAME OF STATION IS MARKED IN THE CONCRETE.
 TU2533
 TU2533                          STATION RECOVERY (1948)
 TU2533
 TU2533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2533'THE ORIGINAL STATION WAS NOT RECOVERED.  THE STATION IS NOW THE
 TU2533'CENTER OF A 2 INCH IRON PIPE WHICH PROJECTS ABOUT 3 INCHES ABOVE
 TU2533'THE ROCK.  THE STATION USED FOR THIS SURVEY IS THE CENTER OF A
 TU2533'2-1/2 INCH PIPE WHICH PROJECTS FROM THE TOP OF A CONCRETE PLATFORM
 TU2533'WHICH HAS BEEN ERECTED OVER THE LOWER PIPE.  A NEW DESCRIPTION
 TU2533'FOLLOWS--
 TU2533'
 TU2533'THE STATION IS LOCATED ON THE SUMMIT OF A LOW LAVA MOUND ABOUT 3
 TU2533'MILES SOUTH OF NAPOOPOO, ABOUT 0.8 MILE NORTH OF HONAUNAU BAY,
 TU2533'ABOUT 0.2 MILE EAST OF THE BEACH AND ABOUT 0.2 MILE WEST OF THE
 TU2533'HIGHWAY WHICH RUNS BETWEEN NAPOOPOO AND HONAUNAU.
 TU2533'
 TU2533'TO REACH FROM THE POST OFFICE AT NAPOOPOO, GO SOUTH, ON THE ROAD
 TU2533'WHICH LEADS TOWARD HONAUNAU, FOR 3.1 MILES TO A POINT WHERE THE
 TU2533'STRAIGHT ROAD MAKES A TURN TO THE LEFT AT A SMALL HIGHWAY CUT AND
 TU2533'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY FOR
 TU2533'ABOUT 0.2 MILE TO THE SUMMIT OF A LOW LAVA MOUND AND THE STATION.
 TU2533'
 TU2533'THE STATION IS THE CENTER OF A 2-1/2 INCH PIPE WHICH PROJECTS
 TU2533'ABOUT 4 INCHES FROM THE TOP OF A SQUARE CONCRETE PLATFORM WHICH
 TU2533'IS ABOUT 6 FEET ON EACH SIDE AND IS ABOUT 4 FEET HIGH.
 TU2533'
 TU2533'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED KANONI 1
 TU2533'1948, SET INTO A DRILL HOLE IN LAVA BEDROCK WHICH IS ABOUT LEVEL
 TU2533'WITH THE SURROUNDING ROCK.  IT IS IN A SMALL DEPRESSION 6.59 FEET
 TU2533'LOWER THAN THE STATION.
 TU2533
 TU2533                          STATION RECOVERY (1968)
 TU2533
 TU2533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2533'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  A
 TU2533'COMPLETE DESCRIPTION FOLLOWS--
 TU2533'
 TU2533'STATION IS LOCATED ABOUT 3 MILES SOUTH OF NAPOOPOO, 2-1/2 MILES
 TU2533'WEST-SOUTHWEST OF HONAUNAU POST OFFICE AND 3/4-MILE NORTH
 TU2533'NORTH-NORTHWEST OF HONAUNAU BAY AND THE CITY OF REFUGE, ON A
 TU2533'BROKEN-UP LAVA MOUND IN BRUSHY LAVA LAND, 950 FEET WEST OF
 TU2533'MACADAM ROAD, 1000 FEET EAST OF SEA AND 1435 SOUTHWEST OF KEEI
 TU2533'SOUTH BASE 1948.  STATION ELEVATION IS 117 FEET.
 TU2533'
 TU2533'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH ON
 TU2533'STATE HIGHWAY 11 FOR 1.8 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2533'16.  TURN SHARP RIGHT AND GO DOWNHILL ON STATE HIGHWAY 16 FOR
 TU2533'3.5 MILES TO ROAD JUNCTION AT THE CITY OF REFUGE.  CONTINUE AHEAD
 TU2533'ON ROAD TOWARDS NAPOOPOO FOR 0.6 MILE TO END OF TRUCK TRAVEL,
 TU2533'0.2 MILE BEFORE REACHING KEEI SOUTH BASE 1948.  WALK WEST ACROSS
 TU2533'ROUGH, BRUSHY LAND ABOUT 950 FEET TO STATION.
 TU2533'
 TU2533'STATION IS MARKED BY A 2-INCH IRON PIPE, FLUSH WITH THE TOP OF A
 TU2533'3-FOOT-DIAMETER, CONCRETE DOME PROJECTING 16 INCHES ABOVE
 TU2533'GROUND.  THERE IS A TYPE A SIGNAL OVER THE MARK, WITH THE
 TU2533'6-FOOT-SQUARE, CONCRETE PLATFORM SETTING ON 2 STONE AND
 TU2533'CONCRETE WALLS, 4 FEET ABOVE GROUND.  A RED AND WHITE METAL
 TU2533'TARGET EXTENDS 7 FEET ABOVE THE PLATFORM.
 TU2533'
 TU2533'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANONI 1
 TU2533'1948, CEMENTED IN A DRILL HOLE IN A SMOOTH LAVA AREA BETWEEN THE
 TU2533'STATION MOUND AND THE LAVA MOUND A SHORT DISTANCE EAST.  IT IS
 TU2533'6.9 FEET LOWER THAN STATION MARK.
 TU2533
 TU2533                          STATION RECOVERY (1972)
 TU2533
 TU2533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2533'STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AS DESCRIBED BY
 TU2533'R.C. MUNSON IN 1968 IN GOOD CONDITION.  CURRENT TO-REACH IS
 TU2533'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2337 ***********************************************************************
 TU2337  DESIGNATION -  LAEAPUKI
 TU2337  PID         -  TU2337
 TU2337  STATE/COUNTY-  HI/HAWAII
 TU2337  USGS QUAD   -  KALAPANA (1994)
 TU2337
 TU2337                         *CURRENT SURVEY CONTROL
 TU2337  ___________________________________________________________________
 TU2337* NAD 83(1993)-  19 17 58.78311(N)    155 05 12.55128(W)     ADJUSTED  
 TU2337* LOCAL TIDAL -        17.0    (meters)      56.     (feet)  VERT ANG  
 TU2337  ___________________________________________________________________
 TU2337  EPOCH DATE  -        1993.62
 TU2337  LAPLACE CORR-         -16.81  (seconds)                    DEFLEC99
 TU2337  GEOID HEIGHT-          15.93  (meters)                     GEOID03
 TU2337
 TU2337  HORZ ORDER  -  FIRST
 TU2337
 TU2337.The horizontal coordinates were established by classical geodetic methods
 TU2337.and adjusted by the National Geodetic Survey in December 1998..
 TU2337.The horizontal coordinates are valid at the epoch date displayed above.
 TU2337.The epoch date for horizontal control is a decimal equivalence
 TU2337.of Year/Month/Day.
 TU2337
 TU2337.The orthometric height was determined by vertical angle observations.
 TU2337
 TU2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2337
 TU2337.The geoid height was determined by GEOID03.
 TU2337
 TU2337;                    North         East     Units Scale Factor Converg.
 TU2337;SPC HI 1     -    51,669.286   543,424.953   MT  0.99998997   +0 08 11.6
 TU2337;UTM  05      - 2,135,305.155   280,720.451   MT  1.00019440   -0 41 24.0
 TU2337
 TU2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2337!SPC HI 1     -   0.99999482  x   0.99998997  =   0.99998479
 TU2337!UTM  05      -   0.99999482  x   1.00019440  =   1.00018922
 TU2337
 TU2337|---------------------------------------------------------------------|
 TU2337| PID    Reference Object                     Distance      Geod. Az  |
 TU2337|                                                           dddmmss.s |
 TU2337| CN5243 LAEAPUKI IRON PIN                                  02408     |
 TU2337| CN5827 LAEAPUKI RM 1                         6.749 METERS 17813     |
 TU2337| TU2339 KAENA POINT                         APPROX. 4.2 KM 2404121.9 |
 TU2337| CN5828 LAEAPUKI RM 2                         5.854 METERS 28133     |
 TU2337|---------------------------------------------------------------------|
 TU2337
 TU2337                          SUPERSEDED SURVEY CONTROL
 TU2337
 TU2337  NAD 83(1986)-  19 17 58.73486(N)    155 05 12.57858(W) AD(       ) 1
 TU2337  OLD HI      -  19 18 09.91600(N)    155 05 22.71500(W) AD(       ) 1
 TU2337
 TU2337.Superseded values are not recommended for survey control.
 TU2337.NGS no longer adjusts projects to the OLD HI datum.
 TU2337.See file dsdata.txt to determine how the superseded data were derived.
 TU2337
 TU2337_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8072035305(NAD 83)
 TU2337_MARKER: Z = SEE DESCRIPTION
 TU2337_SETTING: 0 = UNSPECIFIED SETTING
 TU2337_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2337
 TU2337  HISTORY     - Date     Condition        Report By
 TU2337  HISTORY     - 1914     MONUMENTED       CGS
 TU2337  HISTORY     - 19791001 GOOD             NOS
 TU2337
 TU2337                          STATION DESCRIPTION
 TU2337
 TU2337'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2337'RECOVERED AS DESCRIBED.  BOTH RMS AND IRON PIN WERE RECOVERED IN GOOD
 TU2337'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3104 ***********************************************************************
 TU3104  DESIGNATION -  LAHAINA COURTHOUSE
 TU3104  PID         -  TU3104
 TU3104  STATE/COUNTY-  HI/MAUI
 TU3104  USGS QUAD   -  LAHAINA (1992)
 TU3104
 TU3104                         *CURRENT SURVEY CONTROL
 TU3104  ___________________________________________________________________
 TU3104* NAD 83(1993)-  20 52 17.57920(N)    156 40 41.29184(W)     ADJUSTED  
 TU3104* LOCAL TIDAL -                                                        
 TU3104  ___________________________________________________________________
 TU3104  EPOCH DATE  -        1993.62
 TU3104  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 TU3104  GEOID HEIGHT-          16.28  (meters)                     GEOID03
 TU3104
 TU3104  HORZ ORDER  -  THIRD
 TU3104
 TU3104.The horizontal coordinates were established by classical geodetic methods
 TU3104.and adjusted by the National Geodetic Survey in December 1998..
 TU3104.The horizontal coordinates are valid at the epoch date displayed above.
 TU3104.The epoch date for horizontal control is a decimal equivalence
 TU3104.of Year/Month/Day.
 TU3104
 TU3104
 TU3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3104
 TU3104.The geoid height was determined by GEOID03.
 TU3104
 TU3104;                    North         East     Units Scale Factor Converg.
 TU3104;SPC HI 2     -    59,585.026   498,806.487   MT  0.99996668   -0 00 14.7
 TU3104;UTM  04      - 2,309,676.287   741,564.024   MT  1.00032119   +0 49 39.4
 TU3104
 TU3104                          SUPERSEDED SURVEY CONTROL
 TU3104
 TU3104  NAD 83(1986)-  20 52 17.53878(N)    156 40 41.26653(W) AD(       ) 4
 TU3104  OLD HI      -  20 52 28.91200(N)    156 40 51.38600(W) AD(       ) 3
 TU3104
 TU3104.Superseded values are not recommended for survey control.
 TU3104.NGS no longer adjusts projects to the OLD HI datum.
 TU3104.See file dsdata.txt to determine how the superseded data were derived.
 TU3104
 TU3104_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4156409676(NAD 83)
 TU3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3104+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 TU3104
 TU3104  HISTORY     - Date     Condition        Report By
 TU3104  HISTORY     - 1912     MONUMENTED       HIGS
 TU3104  HISTORY     - 20040914 GOOD             USPSQD
 TU3104
 TU3104                          STATION DESCRIPTION
 TU3104
 TU3104'DESCRIBED BY HAWAII GEODETIC SURVEY 1912 (JCG)
 TU3104'ON WESTERN COAST OF MAUI, IN LAHAINA DISTRICT, STATION IS A LOFTY
 TU3104'FLAGPOLE IN FRONT OF COURTHOUSE BUILDING IN LAHAINA.
 TU3104
 TU3104                          STATION RECOVERY (2004)
 TU3104
 TU3104'RECOVERY NOTE BY US POWER SQUADRON 2004 (RTK)
 TU3104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3102 ***********************************************************************
 TU3102  DESIGNATION -  LAHAINA NW BASE RESET
 TU3102  PID         -  TU3102
 TU3102  STATE/COUNTY-  HI/MAUI
 TU3102  USGS QUAD   -  LAHAINA (1992)
 TU3102
 TU3102                         *CURRENT SURVEY CONTROL
 TU3102  ___________________________________________________________________
 TU3102* NAD 83(1993)-  20 51 46.93420(N)    156 40 08.01923(W)     ADJUSTED  
 TU3102* LOCAL TIDAL -         9.     (meters)      30.     (feet)  GPS OBS   
 TU3102  ___________________________________________________________________
 TU3102  EPOCH DATE  -        1993.62
 TU3102  X           -  -5,474,961.175 (meters)                     COMP
 TU3102  Y           -  -2,361,415.262 (meters)                     COMP
 TU3102  Z           -   2,257,240.810 (meters)                     COMP
 TU3102  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 TU3102  ELLIP HEIGHT-          25.47  (meters)          (11/30/94) GPS OBS
 TU3102  GEOID HEIGHT-          16.32  (meters)                     GEOID03
 TU3102
 TU3102  HORZ ORDER  -  FIRST
 TU3102  ELLP ORDER  -  FIFTH     CLASS I
 TU3102
 TU3102.The horizontal coordinates were established by GPS observations
 TU3102.and adjusted by the National Geodetic Survey in November 1994..
 TU3102.No horizontal observational check was made to the station.
 TU3102.The horizontal coordinates are valid at the epoch date displayed above.
 TU3102.The epoch date for horizontal control is a decimal equivalence
 TU3102.of Year/Month/Day.
 TU3102
 TU3102.The orthometric height was determined by GPS observations and a
 TU3102.high-resolution geoid model.
 TU3102.No vertical observational check was made to the station.
 TU3102
 TU3102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3102
 TU3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3102
 TU3102.The ellipsoidal height was determined by GPS observations
 TU3102.and is referenced to NAD 83.
 TU3102
 TU3102.The geoid height was determined by GEOID03.
 TU3102
 TU3102;                    North         East     Units Scale Factor Converg.
 TU3102;SPC HI 2     -    58,642.552   499,768.196   MT  0.99996667   -0 00 02.9
 TU3102;UTM  04      - 2,308,747.538   742,539.659   MT  1.00032703   +0 49 50.1
 TU3102
 TU3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3102!SPC HI 2     -   0.99999600  x   0.99996667  =   0.99996267
 TU3102!UTM  04      -   0.99999600  x   1.00032703  =   1.00032303
 TU3102
 TU3102|---------------------------------------------------------------------|
 TU3102| PID    Reference Object                     Distance      Geod. Az  |
 TU3102|                                                           dddmmss.s |
 TU3102| CN5831 LAHAINA NW BASE RM 3                 35.044 METERS 01927     |
 TU3102| TU3107 PAUPAU 1879                         APPROX. 4.1 KM 0474806.8 |
 TU3102| CN5829 LAHAINA NW BASE RM 1                 29.905 METERS 13943     |
 TU3102| CN5830 LAHAINA NW BASE RM 2                 24.811 METERS 29725     |
 TU3102| CN5832 LAHAINA NW BASE RM 4                 31.542 METERS 32417     |
 TU3102|---------------------------------------------------------------------|
 TU3102
 TU3102                          SUPERSEDED SURVEY CONTROL
 TU3102
 TU3102  NAD 83(1986)-  20 51 46.89520(N)    156 40 07.99395(W) AD(       ) 1
 TU3102  OLD HI      -  20 51 58.43200(N)    156 40 18.16900(W) AD(       ) 1
 TU3102
 TU3102.Superseded values are not recommended for survey control.
 TU3102.NGS no longer adjusts projects to the OLD HI datum.
 TU3102.See file dsdata.txt to determine how the superseded data were derived.
 TU3102
 TU3102_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4254008748(NAD 83)
 TU3102_MARKER: DD = SURVEY DISK
 TU3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3102_SP_SET: CONCRETE POST
 TU3102_STAMPING: LAHINA NW BASE 1950 1969
 TU3102_MARK LOGO: NOS   
 TU3102_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU3102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3102+STABILITY: SURFACE MOTION
 TU3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3102+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU3102
 TU3102  HISTORY     - Date     Condition        Report By
 TU3102  HISTORY     - 1950     MONUMENTED       CGS
 TU3102  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3102  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3102  HISTORY     - 1984     GOOD             USPSQD
 TU3102  HISTORY     - 19930807 GOOD             NOS
 TU3102  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU3102
 TU3102                          STATION DESCRIPTION
 TU3102
 TU3102'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3102'THE STATION IS LOCATED IN WASTE LAND WHICH LIES ABOUT 1.5 MILES
 TU3102'SOUTHEAST OF LAHAINA, ABOUT 0.2 MILE NORTHEAST OF THE HIGHWAY,
 TU3102'100 YARDS SOUTH OF A CEMETERY, ABOUT 125 FEET NORTH OF A HOUSE,
 TU3102'ABOUT 100 FEET SOUTHWEST OF THE RAILROAD TRACKS, 35 FEET EAST
 TU3102'NORTHEAST OF THE INTERSECTION OF A GRADED ROAD AND A DRIVEWAY AND
 TU3102'20 FEET NORTHEAST OF THE CENTER OF A GRADED ROAD.
 TU3102'
 TU3102'TO REACH FROM THE COURTHOUSE IN THE TOWN OF LAHAINA.  GO
 TU3102'SOUTHERLY, ON THE ROAD WHICH LEADS TOWARD OLOWALU, FOR 0.75
 TU3102'MILE.  TURN LEFT, ONTO A GRADED ROAD, AND GO EASTERLY FOR 0.1
 TU3102'MILE.  TURN RIGHT AND GO SOUTHEAST FOR 0.1 MILE TO THE STATION ON
 TU3102'THE LEFT HAND SIDE OF THE ROAD.
 TU3102'
 TU3102'THE STATION IS A STANDARD DISK, STAMPED LAHAINA NW BASE 1950, SET
 TU3102'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 TU3102'
 TU3102'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LAHAINA NW
 TU3102'BASE NO 1 1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU3102'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 32 FEET NORTHWEST OF THE
 TU3102'CENTER OF A GRADED ROAD, 7 FEET SOUTHWEST OF A CONCRETE POWER
 TU3102'POLE AND ABOUT 3 FEET LOWER THAN THE STATION.
 TU3102'
 TU3102'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED LAHAINA NW
 TU3102'BASE NO 2 1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU3102'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED IN A PRIVATE YARD 20 FEET
 TU3102'SOUTHWEST OF THE CENTER OF THE GRADED ROAD AND ABOUT 2 FEET LOWER
 TU3102'THAN THE STATION.
 TU3102
 TU3102                          STATION RECOVERY (1961)
 TU3102
 TU3102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3102'THE STATION WAS RECOVERED.  REFERENCE MARKS 1 AND 2 WERE NOT
 TU3102'FOUND.  A NEW HIGHWAY HAS BEEN BUILT THROUGH THE AREA AND IT IS
 TU3102'BELIEVED THAT THE REFERENCE MARKS WERE DESTROYED DURING
 TU3102'CONSTRUCTION.  THE STATION IS IN AN AREA WHICH HAS BEEN CLEARED
 TU3102'FOR THE EXTENSION OF THE CEMETERY MENTIONED IN THE DESCRIPTION.
 TU3102'
 TU3102'DIRECTIONS FOR REACHING THE STATION ARE ADEQUATE.
 TU3102
 TU3102                          STATION RECOVERY (1969)
 TU3102
 TU3102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3102'NONE OF THE SURFACE MARKS COULD BE FOUND, SO A TRIAL POINT WAS
 TU3102'ESTABLISHED IN THE VICINITY BY TRIANGULATING FROM LAINA AND PAUPAU,
 TU3102'AND AN INVERSE WAS COMPUTED.  UPON DIGGING DOWN AT THE POINT
 TU3102'INDICATED BY THE INVERSE, THE OLD UNDERGROUND MARK WAS FOUND.
 TU3102'
 TU3102'A NEW STATION MARK WAS THEN PLUMBED OVER THE UNDERGROUND MARK,
 TU3102'AND 2 NEW REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU3102'FOLLOWS--
 TU3102'
 TU3102'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF LAHAINA, ALONG THE
 TU3102'NORTHEAST SIDE OF STATE HIGHWAY 30, AT THE SOUTHWEST EDGE OF A
 TU3102'SMALL PLOT OF STATE-OWNED LAND, USUALLY WEED-COVERED, AT THE
 TU3102'SOUTHEAST END OF AN OLD CEMETERY.
 TU3102'
 TU3102'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3102'ON PAPALAUA ST. FOR 0.2 MILE.  TURN RIGHT AND GO SOUTHEAST ON
 TU3102'STATE HIGHWAY 30 FOR 1.2 MILES TO AHOLO ROAD, A CROSSROAD.
 TU3102'CONTINUE AHEAD FOR 0.05 MILE TO STATION ON LEFT.
 TU3102'
 TU3102'STATION MARK IS A STANDARD DISK STAMPED LAHAINA NW BASE 1950
 TU3102'1969, SET IN THE TOP OF AN 18-INCH-DIAMETER, MASS OF CONCRETE
 TU3102'PROJECTING 3 INCHES FROM GROUND.  IT IS 48.0 FEET NORTHEAST OF
 TU3102'CENTER LINE OF HIGHWAY, 335 FEET SOUTHEAST OF CENTER LINE OF AHOLO
 TU3102'ROAD, 105.4 FEET SOUTHEAST OF POWER POLE NO. 5, 95 FEET NORTHWEST
 TU3102'OF POWER POLE NO. 6, 170 FEET SOUTHEAST OF PRESENT END OF THE
 TU3102'OLD CEMETERY, AND BETWEEN TWO 2-1/2-INCH PIPES 4 FEET HIGH,
 TU3102'PAINTED YELLOW AND WHITE AND SETTING 6 FEET APART.
 TU3102'
 TU3102'UNDERGROUND MARK IS A STANDARD DISK STAMPED LAHAINA NW BASE
 TU3102'1950, SET IN CONCRETE 30 INCHES BELOW GROUND LEVEL.
 TU3102'
 TU3102'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED LAHAINA
 TU3102'NW BASE 1950 NO 3 1969, CEMENTED IN A DRILL HOLE IN THE SOUTH
 TU3102'END OF A SHORT SIDEWALK AT SOUTHEAST CORNER OF CEMETERY, 27 FEET
 TU3102'NORTH-NORTHWEST OF A POWER POLE AND 16 INCHES HIGHER THAN STATION
 TU3102'MARK.
 TU3102'
 TU3102'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED LAHAINA
 TU3102'NW BASE 1950 NO 4 1969, SET IN THE TOP OF A 10-INCH-SQUARE,
 TU3102'CONCRETE MONUMENT THAT PROJECTS 6 INCHES FROM GROUND.  IT IS 37.5
 TU3102'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 1.7 FEET SOUTHEAST OF
 TU3102'POWER POLE NO. 5 AND 1 FOOT LOWER THAN STATION MARK.
 TU3102
 TU3102                          STATION RECOVERY (1984)
 TU3102
 TU3102'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU3102'LAHAINA NW BASE 1950 1969 RECOVERED -- CONDITION GOOD.
 TU3102'LAHAINA NW BASE NO 3 1969 RECOVERED -- GOOD CONDITION.
 TU3102'LAHAINA NW BASE NO 4 1969 NOT FOUND.
 TU3102'
 TU3102'NO EVIDENCE OF CONCRETE MONUMENT CLOSE TO POWER POLE NO. 5.  POWER
 TU3102'POLE HAS RECENTLY BEEN RESET.  SEARCHED GROUND AREA FOR A 15 FT
 TU3102'RADIUS WITH A METAL DETECTOR, NOTHING LOCATED.  THE GROUND FOR AN
 TU3102'AREA OF 3FT AROUND THE BASE OF THE POLE HAS BEEN DUG UP AND REFILLED.
 TU3102
 TU3102                          STATION RECOVERY (1993)
 TU3102
 TU3102'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3102'RECOVERED AS DESCRIBED.
 TU3102
 TU3102                          STATION RECOVERY (1999)
 TU3102
 TU3102'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3111 ***********************************************************************
 TU3111  DESIGNATION -  LAHAINA PIONEER SUGAR MILL STK
 TU3111  PID         -  TU3111
 TU3111  STATE/COUNTY-  HI/MAUI
 TU3111  USGS QUAD   -  LAHAINA (1992)
 TU3111
 TU3111                         *CURRENT SURVEY CONTROL
 TU3111  ___________________________________________________________________
 TU3111* NAD 83(1993)-  20 52 42.59278(N)    156 40 35.12800(W)     ADJUSTED  
 TU3111* LOCAL TIDAL -                                                        
 TU3111  ___________________________________________________________________
 TU3111  EPOCH DATE  -        1993.62
 TU3111  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 TU3111  GEOID HEIGHT-          16.28  (meters)                     GEOID03
 TU3111
 TU3111  HORZ ORDER  -  THIRD
 TU3111
 TU3111.The horizontal coordinates were established by classical geodetic methods
 TU3111.and adjusted by the National Geodetic Survey in December 1998..
 TU3111.The horizontal coordinates are valid at the epoch date displayed above.
 TU3111.The epoch date for horizontal control is a decimal equivalence
 TU3111.of Year/Month/Day.
 TU3111
 TU3111
 TU3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3111
 TU3111.The geoid height was determined by GEOID03.
 TU3111
 TU3111;                    North         East     Units Scale Factor Converg.
 TU3111;SPC HI 2     -    60,354.263   498,984.695   MT  0.99996668   -0 00 12.5
 TU3111;UTM  04      - 2,310,448.304   741,731.105   MT  1.00032219   +0 49 42.6
 TU3111
 TU3111                          SUPERSEDED SURVEY CONTROL
 TU3111
 TU3111  NAD 83(1986)-  20 52 42.55305(N)    156 40 35.10252(W) AD(       ) 4
 TU3111  OLD HI      -  20 52 54.09600(N)    156 40 45.27800(W) AD(       ) 3
 TU3111
 TU3111.Superseded values are not recommended for survey control.
 TU3111.NGS no longer adjusts projects to the OLD HI datum.
 TU3111.See file dsdata.txt to determine how the superseded data were derived.
 TU3111
 TU3111_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4173110448(NAD 83)
 TU3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3111+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 TU3111
 TU3111  HISTORY     - Date     Condition        Report By
 TU3111  HISTORY     - 1931     MONUMENTED       CGS
 TU3111  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3111  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3111  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3111  HISTORY     - 1984     GOOD             USPSQD
 TU3111  HISTORY     - 19970626 GOOD             USPSQD
 TU3111  HISTORY     - 19990724 GOOD             USPSQD
 TU3111  HISTORY     - 20040914 GOOD             USPSQD
 TU3111
 TU3111                          STATION DESCRIPTION
 TU3111
 TU3111'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3111'STATION IS A PROMINENT CONCRETE STACK, OWNED BY PIONEER MILL
 TU3111'CO., AND LOCATED AT LAHAINA MAUI.  STATION LOCATED IN 1900
 TU3111'WAS DESTROYED AND NEW STACK BUILT IN DIFFERENT LOCATION.  THIS
 TU3111'IS AN INTERSECTION STATION.
 TU3111
 TU3111                          STATION RECOVERY (1950)
 TU3111
 TU3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3111'THE STATION IS THE TOP AND CENTER OF THE BLACK CONCRETE SMOKE STACK
 TU3111'AT THE PIONEER SUGAR MILL IN THE TOWN OF LAHAINA.
 TU3111'
 TU3111'IT IS LOCATED ON THE WEST SIDE OF THE MILL 45.6 FEET NORTHEAST
 TU3111'OF THE CENTER OF A GRADED ROAD.
 TU3111'
 TU3111'THE STACK IS 223 FEET IN HEIGHT AND 21 FEET IN DIAMETER AND
 TU3111'WAS ERECTED IN 1928.
 TU3111
 TU3111                          STATION RECOVERY (1961)
 TU3111
 TU3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3111'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU3111'C.T.H. IN 1950.  THE STACK HAS BEEN PAINTED BLACK WITH THE
 TU3111'WHITE LETTERS PIONEER MILL CO LTD., 1928 ON THE WEST SIDE.
 TU3111
 TU3111                          STATION RECOVERY (1969)
 TU3111
 TU3111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3111'STATION WAS RECOVERED.  LOCATED AT THE PIONEER SUGAR MILL AT
 TU3111'LAHAINA.  STATION IS THE DULL BLACK CONCRETE STACK, ABOUT 220
 TU3111'FEET HIGH.
 TU3111'
 TU3111'NOTE--THERE IS A MUCH SHORTER, BROWN METAL STACK A SHORT DISTANCE
 TU3111'TO THE EAST.
 TU3111
 TU3111                          STATION RECOVERY (1984)
 TU3111
 TU3111'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU3111'RECOVERED - GOOD CONDITION -
 TU3111'
 TU3111'SUGAR MILL IS ON EAST SIDE OF HIGHWAY 30, AT THE INTERSECTION OF
 TU3111'LAHAINA LUNA ROAD.  DESCRIPTION BY RCM (1969) IS ADEQUATE, EXCEPT
 TU3111'THAT SHORT BROWN METAL STACK HAS BEEN PAINTED WHITE WITH A BLACK
 TU3111'BAND ON TOP.  LETTERING OF SHORT STACK IS--PIONEER MILL LTO-C-H.
 TU3111'LETTER OF MAIN STACK IS STILL VISIBLE BUT BADLY FADED.
 TU3111
 TU3111                          STATION RECOVERY (1997)
 TU3111
 TU3111'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU3111'RECOVERED IN GOOD CONDITION.
 TU3111
 TU3111                          STATION RECOVERY (1999)
 TU3111
 TU3111'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3111'RECOVERED IN GOOD CONDITION.
 TU3111
 TU3111                          STATION RECOVERY (2004)
 TU3111
 TU3111'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJK)
 TU3111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3099 ***********************************************************************
 TU3099  DESIGNATION -  LAHAINA SE BASE
 TU3099  PID         -  TU3099
 TU3099  STATE/COUNTY-  HI/MAUI
 TU3099  USGS QUAD   -  LAHAINA (1992)
 TU3099
 TU3099                         *CURRENT SURVEY CONTROL
 TU3099  ___________________________________________________________________
 TU3099* NAD 83(1993)-  20 50 15.23099(N)    156 38 57.24098(W)     ADJUSTED  
 TU3099* LOCAL TIDAL -         7.4    (meters)      24.     (feet)  VERT ANG  
 TU3099  ___________________________________________________________________
 TU3099  EPOCH DATE  -        1993.62
 TU3099  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 TU3099  GEOID HEIGHT-          16.39  (meters)                     GEOID03
 TU3099
 TU3099  HORZ ORDER  -  FIRST
 TU3099
 TU3099.The horizontal coordinates were established by classical geodetic methods
 TU3099.and adjusted by the National Geodetic Survey in December 1998..
 TU3099.The horizontal coordinates are valid at the epoch date displayed above.
 TU3099.The epoch date for horizontal control is a decimal equivalence
 TU3099.of Year/Month/Day.
 TU3099
 TU3099.The orthometric height was determined by vertical angle observations.
 TU3099
 TU3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3099
 TU3099.The geoid height was determined by GEOID03.
 TU3099
 TU3099;                    North         East     Units Scale Factor Converg.
 TU3099;SPC HI 2     -    55,822.484   501,814.416   MT  0.99996671   +0 00 22.3
 TU3099;UTM  04      - 2,305,956.417   744,627.323   MT  1.00033961   +0 50 11.9
 TU3099
 TU3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3099!SPC HI 2     -   0.99999626  x   0.99996671  =   0.99996297
 TU3099!UTM  04      -   0.99999626  x   1.00033961  =   1.00033587
 TU3099
 TU3099:                Primary Azimuth Mark                     Grid Az
 TU3099:SPC HI 2     -  PAUPAU 1879                              010 06 43.6
 TU3099:UTM  04      -  PAUPAU 1879                              009 16 54.0
 TU3099
 TU3099|---------------------------------------------------------------------|
 TU3099| PID    Reference Object                     Distance      Geod. Az  |
 TU3099|                                                           dddmmss.s |
 TU3099| TU3107 PAUPAU 1879                         APPROX. 5.7 KM 0100705.9 |
 TU3099| CN5835 LAHAINA SE BASE RM 3                               17608     |
 TU3099| CN5833 LAHAINA SE BASE RM 1                 10.562 METERS 26500     |
 TU3099| CN5834 LAHAINA SE BASE RM 2                 16.534 METERS 32859     |
 TU3099|---------------------------------------------------------------------|
 TU3099
 TU3099                          SUPERSEDED SURVEY CONTROL
 TU3099
 TU3099  NAD 83(1986)-  20 50 15.19235(N)    156 38 57.21615(W) AD(       ) 1
 TU3099  OLD HI      -  20 50 26.72500(N)    156 39 07.39000(W) AD(       ) 1
 TU3099
 TU3099.Superseded values are not recommended for survey control.
 TU3099.NGS no longer adjusts projects to the OLD HI datum.
 TU3099.See file dsdata.txt to determine how the superseded data were derived.
 TU3099
 TU3099_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4462705956(NAD 83)
 TU3099_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3099
 TU3099  HISTORY     - Date     Condition        Report By
 TU3099  HISTORY     - 1950     MONUMENTED       CGS
 TU3099  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3099  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU3099
 TU3099                          STATION DESCRIPTION
 TU3099
 TU3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3099'THE STATION IS LOCATED ON ROCKY GROUND WHICH LIES ABOUT 3.5 MILES
 TU3099'SOUTH SOUTHEAST OF LAHAINA, ABOUT 2.5 MILES NORTH NORTHWEST OF THE
 TU3099'VILLAGE OF OLOWALU, ABOUT 100 FEET NORTHEAST OF THE HIGH TIDE MARK,
 TU3099'82 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 418-T, 47 FEET
 TU3099'SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 9 FEET NORTHEAST OF
 TU3099'A KEAWE TREE.
 TU3099'
 TU3099'TO REACH FROM THE VILLAGE OF OLOWALU.  GO NORTHERLY, ON THE
 TU3099'HIGHWAY TOWARD LAHAINA FOR 2.65 MILES TO THE STATION ON THE
 TU3099'LEFT HAND SIDE OF THE ROAD.
 TU3099'
 TU3099'THE STATION IS A STANDARD DISK, STAMPED LAHAINA SE BASE 1950,
 TU3099'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1
 TU3099'FOOT.
 TU3099'
 TU3099'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED LAHAINA SE
 TU3099'BASE NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU3099'ABOUT 1 FOOT.  IT IS LOCATED ABOUT 2 FEET LOWER THAN THE STATION.
 TU3099'
 TU3099'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED LAHAINA SE
 TU3099'BASE NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU3099'ABOUT 8 INCHES.  IT IS LOCATED ABOUT 2 FEET LOWER THAN THE
 TU3099'STATION AND 45 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 TU3099
 TU3099                          STATION RECOVERY (1969)
 TU3099
 TU3099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3099'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  RM
 TU3099'NO. 2 HAS BEEN DESTROYED.  A NEW REFERECE MARK, NO. 3, WAS
 TU3099'ESTABLISHED AND A WITNESS POST SET.  A DIFFERENCE OF .048 METER
 TU3099'WAS NOTED IN THE DISTANCE TO RM NO. 1.  THE 1969 DISTANCE IS
 TU3099'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3099'
 TU3099'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF LAHAINA AND
 TU3099'1/2-MILE SOUTHEAST OF LAUNIUPOKO PARK, ALONG SOUTHWEST SIDE OF
 TU3099'STATE HIGHWAY 30, ON A LOW, BRUSHY AND ROCKY KNOLL THAT HAS A
 TU3099'LONE KIAWE TREE ON IT.
 TU3099'
 TU3099'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3099'ON PAPALAUA STREET FOR 0.2 MILE.  TURN RIGHT AND GO SOUTHEAST ON
 TU3099'STATE HIGHWAY 30 FOR 3.6 MILES TO STATION ON RIGHT.
 TU3099'
 TU3099'STATION MARK IS A STANDARD DISK STAMPED LAHAINA SE BASE 1950,
 TU3099'SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU3099'PROJECTS 1 FOOT FROM GROUND.  IT IS 47 FEET SOUTHWEST OF CENTER
 TU3099'LINE OF HIGHWAY, 83.5 FEET SOUTHWEST, ACROSS HIGHWAY, FROM
 TU3099'TELEPHONE POLE 318T, 15 FEET SOUTHWEST OF EDGE OF HIGHWAY
 TU3099'CUTBANK, 30 FEET EAST-SOUTHEAST OF LONE KIAWE TREE, 52 FEET
 TU3099'SOUTHEAST OF A DIM TRACK ROAD, AND 4 FEET SOUTH OF A WHITE
 TU3099'WITNESS POST.
 TU3099'
 TU3099'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAHAINA
 TU3099'SE BASE NO 1 1950, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER
 TU3099'THAT PROJECTS 1-1/2 FEET FROM GROUND.  IT IS ABOUT 50 FEET
 TU3099'NORTHEAST OF WATER LINE, 18 FEET SOUTH OF A LONE KIAWE TREE AND
 TU3099'1.9 FEET LOWER THAN STATION MARK.
 TU3099'
 TU3099'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED LAHAINA SE
 TU3099'BASE 1950 NO 3 1969, CEMENTED IN A DRILL HOLE IN A BEDROCK
 TU3099'OUTCROP THAT PROJECTS 1 FOOT FROM GROUND AND IS 4 INCHES LOWER
 TU3099'THAN STATION MARK.
 TU3099
 TU3099                          STATION RECOVERY (1984)
 TU3099
 TU3099'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU3099'LAHAINA SE BASE 1950 STATION MARK, RM 1, AND RM 3 - NOT RECOVERED -
 TU3099'
 TU3099'STATE HIGHWAY DEPT HAS GRADED THE SHOULDER (OCEAN SIDE) LEVEL FROM
 TU3099'HIGHWAY TO THE BEACH BANK.  LONE KIAWE TREE IS STILL THERE, BUT ALL
 TU3099'ROCKS ETC HAVE BEEN GRADED ONTO THE BEACH.  NO EVIDENCE OF STATION
 TU3099'MARK, RM 1, RM 3 OR WITNESS POST.  POLE LINE ACROSS HIGHWAY NOW
 TU3099'NUMBERS 412T, 413T, MISSING POLE TAB, AND 415T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2700 ***********************************************************************
 TU2700  DESIGNATION -  LAHIKIOLA EAST
 TU2700  PID         -  TU2700
 TU2700  STATE/COUNTY-  HI/HAWAII
 TU2700  USGS QUAD   -  HAWI (1995)
 TU2700
 TU2700                         *CURRENT SURVEY CONTROL
 TU2700  ___________________________________________________________________
 TU2700* NAD 83(1993)-  20 08 52.34343(N)    155 47 49.76233(W)     ADJUSTED  
 TU2700* LOCAL TIDAL -      1031.0    (meters)    3383.     (feet)  VERT ANG  
 TU2700  ___________________________________________________________________
 TU2700  EPOCH DATE  -        1993.62
 TU2700  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 TU2700  GEOID HEIGHT-          20.03  (meters)                     GEOID03
 TU2700
 TU2700  HORZ ORDER  -  SECOND
 TU2700
 TU2700.The horizontal coordinates were established by classical geodetic methods
 TU2700.and adjusted by the National Geodetic Survey in December 1998..
 TU2700.The horizontal coordinates are valid at the epoch date displayed above.
 TU2700.The epoch date for horizontal control is a decimal equivalence
 TU2700.of Year/Month/Day.
 TU2700
 TU2700.The orthometric height was determined by vertical angle observations.
 TU2700
 TU2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2700
 TU2700.The geoid height was determined by GEOID03.
 TU2700
 TU2700;                    North         East     Units Scale Factor Converg.
 TU2700;SPC HI 1     -   145,539.878   468,933.539   MT  0.99997859   -0 06 08.5
 TU2700;UTM  05      - 2,230,305.005   207,587.837   MT  1.00065694   -0 57 50.9
 TU2700
 TU2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2700!SPC HI 1     -   0.99983482  x   0.99997859  =   0.99981341
 TU2700!UTM  05      -   0.99983482  x   1.00065694  =   1.00049165
 TU2700
 TU2700|---------------------------------------------------------------------|
 TU2700| PID    Reference Object                     Distance      Geod. Az  |
 TU2700|                                                           dddmmss.s |
 TU2700| CN5836 LAHIKIOLA EAST RM 1                   5.585 METERS 00907     |
 TU2700| TU2698 KOHALA MILL STACK                   APPROX. 9.7 KM 0110750.5 |
 TU2700| TU2717 KAUHOLA POINT LIGHT 1948            APPROX.11.2 KM 0135148.6 |
 TU2700| CN5837 LAHIKIOLA EAST RM 2                   5.538 METERS 11734     |
 TU2700| TU2702 LAHIKIOLA WEST RESET                261.490 METERS 23805     |
 TU2700|---------------------------------------------------------------------|
 TU2700
 TU2700                          SUPERSEDED SURVEY CONTROL
 TU2700
 TU2700  NAD 83(1986)-  20 08 52.31517(N)    155 47 49.76513(W) AD(       ) 2
 TU2700  OLD HI      -  20 09 03.35400(N)    155 47 59.79000(W) AD(       ) 2
 TU2700
 TU2700.Superseded values are not recommended for survey control.
 TU2700.NGS no longer adjusts projects to the OLD HI datum.
 TU2700.See file dsdata.txt to determine how the superseded data were derived.
 TU2700
 TU2700_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0758830305(NAD 83)
 TU2700
 TU2700  HISTORY     - Date     Condition        Report By
 TU2700  HISTORY     - 1948     MONUMENTED       CGS
 TU2700  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2700
 TU2700                          STATION DESCRIPTION
 TU2700
 TU2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2700'THE STATION IS LOCATED ON THE EASTERN SUMMIT OF A PROMINENT
 TU2700'VOLCANIC KNOLL NAMED LAHIKIOLA, ABOUT 7 MILES SOUTH SOUTHEAST OF
 TU2700'HAWI, ABOUT 7 MILES SOUTHEAST OF MAHUKONA, ABOUT 6 MILES EAST OF
 TU2700'THE WEST SHORE OF THE ISLAND AND ABOUT 0.5 MILE EAST OF THE ROAD
 TU2700'WHICH RUNS BETWEEN HAWI AND WAIMEA.
 TU2700'
 TU2700'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO NORTH ON THE ROAD
 TU2700'WHICH LEADS TOWARD HAWI FOR 13.9 MILES TO THE END OF TRUCK TRAVEL
 TU2700'AT THE WESTERN BASE OF THE HILL.  FROM THIS POINT PASS OVER THE
 TU2700'WIRE FENCE AND PACK EASTERLY, UP THE STEEP SLOPE, FOR ABOUT 0.3
 TU2700'MILE TO THE WESTERN SUMMIT OF THE HILL AND TRIANGULATION STATION
 TU2700'LAHIKIOLA W.  THEN PACK EASTERLY ALONG THE SOUTH RIM OF THE
 TU2700'CRATER ABOUT 0.2 MILE TO THE EASTERN SUMMIT AND THE STATION.
 TU2700'
 TU2700'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948,
 TU2700'CEMENTED IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH IS DRIVEN
 TU2700'INTO THE GROUND.  THE MARK IS ABOUT THE SAME ELEVATION AS THE
 TU2700'STATION AND IS FLUSH WITH THE SURFACE OF THE SOIL.
 TU2700'
 TU2700'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED 2 1948,
 TU2700'CEMENTED IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH IS DRIVEN INTO
 TU2700'THE GROUND.  THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION
 TU2700'AND IS FLUSH WITH THE SURFACE OF THE SOIL.
 TU2700'
 TU2700'THE STATION IS THE CENTER OF A 1-1/2 INCH IRON PIPE, SET IN AN
 TU2700'IRREGULAR MASS OF CONCRETE, WHICH PROJECTS ABOUT 10 INCHES ABOVE
 TU2700'THE GROUND.
 TU2700'
 TU2700'THIS STATION WAS REMARKED BY JAMES B. MANN, A PRIVATE
 TU2700'SURVEYOR.  IT IS LOCATED NEAR THE OLD H.T.S. STATION CALLED
 TU2700'EAST LAHIKIOLA.
 TU2700'
 TU2700'OFFICE NOTE--SEE ALSO LAHIKIOLA.
 TU2700
 TU2700                          STATION RECOVERY (1967)
 TU2700
 TU2700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2700'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2700'HOWEVER A DISCREPANCY OF 1 METER WAS FOUND IN THE DISTANCE TO
 TU2700'RM 2.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2700'
 TU2700'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF KAMUELA, 6-1/2
 TU2700'MILES SOUTH-SOUTHEAST OF HAWI, 1-3/4 MILES NORTHWEST OF THE KAHUA
 TU2700'RANCH HEADQUARTERS, 1/2-MILE NORTHEAST OF STATE HIGHWAY 25, AND
 TU2700'1300 FEET NORTHWEST OF THE BOUNDARY FENCE BETWEEN PARKER RANCH
 TU2700'AND KAHUA RANCH PROPERTY, ON THE NORTHEAST RIM OF LAHIKIOLA, AN
 TU2700'OLD VOLCANIC CRATER OF ABOUT 3383 ELEVATION.
 TU2700'
 TU2700'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO WEST ON
 TU2700'STATE HIGHWAY 25 FOR 2.1 MILES.  TAKE RIGHT FORK, STATE HIGHWAY
 TU2700'25, AND GO 9.3 MILES TO THE KAHUA RANCH DRIVEWAY ON RIGHT.
 TU2700'CONTINUE ON THE HIGHWAY FOR 1.4 MILES TO A PIPE GATE ON RIGHT, JUST
 TU2700'PAST CORRALS.  PASS THROUGH GATE AND FOLLOW FIELD ROAD NORTH
 TU2700'FOR 0.5 MILE.  TURN LEFT AND GO ACROSS PASTURE FOR 0.1 MILE TO
 TU2700'FENCE AND END OF TRUCK TRAVEL.  PACK NORTH UP STEEP HILL TO TOP
 TU2700'AND STATION.  A 20-MINUTE PACK.
 TU2700'
 TU2700'STATION MARK IS THE CENTER OF A 1-1/2-INCH, IRON PIPE THAT PROJECTS
 TU2700'1 FOOT FROM THE TOP OF A 16-INCH-DIAMETER, CONCRETE MONUMENT
 TU2700'FLUSH WITH GROUND.  LAHIKIOLA 2 E IS INSCRIBED IN THE TOP OF THE
 TU2700'CONCRETE.  STATION IS ABOUT 75 FEET NORTH FROM HIGHEST POINT OF
 TU2700'THE FLAT, GRASSY TOP, AND ABOUT 2 FEET LOWER.
 TU2700'
 TU2700'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948,
 TU2700'CEMENTED IN THE TOP OF A 2-INCH IRON PIPE FLUSH WITH GROUND AND
 TU2700'ABOUT 2 FEET LOWER THAN TOP OF STATION PIPE.
 TU2700'
 TU2700'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 2 1948,
 TU2700'CEMENTED IN THE TOP OF A 2-INCH IRON PIPE FLUSH WITH GROUND AND
 TU2700'ABOUT 8 INCHES LOWER THAN TOP OF STATION PIPE.
 TU2700'
 TU2700'BOTH REFERENCE MARKS ARE HIDDEN BY THE HEAVY GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2702 ***********************************************************************
 TU2702  DESIGNATION -  LAHIKIOLA WEST RESET
 TU2702  PID         -  TU2702
 TU2702  STATE/COUNTY-  HI/HAWAII
 TU2702  USGS QUAD   -  HAWI (1995)
 TU2702
 TU2702                         *CURRENT SURVEY CONTROL
 TU2702  ___________________________________________________________________
 TU2702* NAD 83(1993)-  20 08 47.84840(N)    155 47 57.40542(W)     ADJUSTED  
 TU2702* LOCAL TIDAL -      1019.6    (meters)    3345.     (feet)  VERT ANG  
 TU2702  ___________________________________________________________________
 TU2702  EPOCH DATE  -        1993.62
 TU2702  LAPLACE CORR-           7.48  (seconds)                    DEFLEC99
 TU2702  GEOID HEIGHT-          20.03  (meters)                     GEOID03
 TU2702
 TU2702  HORZ ORDER  -  SECOND
 TU2702
 TU2702.The horizontal coordinates were established by classical geodetic methods
 TU2702.and adjusted by the National Geodetic Survey in December 1998..
 TU2702.The horizontal coordinates are valid at the epoch date displayed above.
 TU2702.The epoch date for horizontal control is a decimal equivalence
 TU2702.of Year/Month/Day.
 TU2702
 TU2702.The orthometric height was determined by vertical angle observations.
 TU2702
 TU2702.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2702
 TU2702.The geoid height was determined by GEOID03.
 TU2702
 TU2702;                    North         East     Units Scale Factor Converg.
 TU2702;SPC HI 1     -   145,402.049   468,711.329   MT  0.99997876   -0 06 11.1
 TU2702;UTM  05      - 2,230,170.443   207,363.427   MT  1.00065856   -0 57 53.4
 TU2702
 TU2702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2702!SPC HI 1     -   0.99983661  x   0.99997876  =   0.99981537
 TU2702!UTM  05      -   0.99983661  x   1.00065856  =   1.00049506
 TU2702
 TU2702:                Primary Azimuth Mark                     Grid Az
 TU2702:SPC HI 1     -  KOHALA MILL STACK                        012 20 19.0
 TU2702:UTM  05      -  KOHALA MILL STACK                        013 12 01.3
 TU2702
 TU2702|---------------------------------------------------------------------|
 TU2702| PID    Reference Object                     Distance      Geod. Az  |
 TU2702|                                                           dddmmss.s |
 TU2702| TU2698 KOHALA MILL STACK                   APPROX. 9.9 KM 0121407.9 |
 TU2702| TU2739 RED TANK                            APPROX.11.2 KM 2932253.2 |
 TU2702| CN5838 LAHIKIOLA WEST RM 1                  12.523 METERS 32155     |
 TU2702| TU2709 HIND STACK                          APPROX.10.4 KM 3423128.5 |
 TU2702|---------------------------------------------------------------------|
 TU2702
 TU2702                          SUPERSEDED SURVEY CONTROL
 TU2702
 TU2702  NAD 83(1986)-  20 08 47.82053(N)    155 47 57.40783(W) AD(       ) 2
 TU2702  OLD HI      -  20 08 58.85900(N)    155 48 07.43300(W) AD(       ) 2
 TU2702
 TU2702.Superseded values are not recommended for survey control.
 TU2702.NGS no longer adjusts projects to the OLD HI datum.
 TU2702.See file dsdata.txt to determine how the superseded data were derived.
 TU2702
 TU2702_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0736330170(NAD 83)
 TU2702
 TU2702  HISTORY     - Date     Condition        Report By
 TU2702  HISTORY     - 1948     MONUMENTED       CGS
 TU2702  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2702
 TU2702                          STATION DESCRIPTION
 TU2702
 TU2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2702'THE STATION IS LOCATED ON THE SUMMIT AND WESTERN RIM OF A
 TU2702'PROMINENT VOLCANIC KNOLL BY THE NAME OF LAHIKIOLA, ABOUT 7 MILES
 TU2702'SOUTH SOUTHEAST OF HAWI, ABOUT 7 MILES SOUTHEAST OF MAHUKONA,
 TU2702'ABOUT 6 MILES EAST OF THE WEST SHORE OF THE ISLAND AND ABOUT
 TU2702'0.3 MILE EAST OF THE ROAD WHICH RUNS BETWEEN WAIMEA AND HAWI.
 TU2702'
 TU2702'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO NORTH ON THE ROAD
 TU2702'WHICH LEADS TOWARD HAWI FOR 13.9 MILES TO THE END OF TRUCK
 TU2702'TRAVEL AT THE WESTERN BASE OF THE HILL.  FROM THIS POINT PASS
 TU2702'OVER THE WIRE FENCE AND PACK EASTERLY, UP THE STEEP SLOPE, FOR
 TU2702'ABOUT 0.3 MILE TO THE WESTERN SUMMIT AND THE STATION.
 TU2702'
 TU2702'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2702'PROJECTS ABOUT 2 INCHES FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2702'CONCRETE.  THE TRIANGULAR SLAB OF CONCRETE IS ABOUT 7 FEET ON
 TU2702'EACH SIDE AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 TU2702'
 TU2702'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948, SET
 TU2702'INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET IN
 TU2702'DIAMETER AND PROJECTS ABOUT 1 FOOT.  IT IS LOCATED ABOUT 3 FEET
 TU2702'LOWER THAN THE STATION.
 TU2702'
 TU2702'THIS STATION WAS REMARKED WITH A TRIANGULAR CONCRETE MONUMENT
 TU2702'BY H.T.S. IN 1938.  THE MARK FOUND IN 1938 WAS A 1-1/2 INCH PIPE
 TU2702'PUT IN BY JAMES B. MANN, A PRIVATE SURVEYOR.  IT WAS ASSUMED IN
 TU2702'1938 THAT THE PIPE REPLACED THE ORIGINAL MARK, A MARKED STONE.
 TU2702
 TU2702                          STATION RECOVERY (1967)
 TU2702
 TU2702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2702'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE
 TU2702'DISTANCE TO THE REFERENCE MARK WAS CHECKED AND FOUND TO BE
 TU2702'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2702'
 TU2702'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF KAMUELA, 6-1/2 MILES
 TU2702'SOUTH-SOUTHEAST OF HAWI, 1-3/4 MILES NORTHWEST OF THE KAHUA
 TU2702'RANCH HEADQUARTERS, AND 0.3 MILE NORTHEAST OF STATE HIGHWAY 25,
 TU2702'ON THE SUMMIT OF THE SOUTHWEST RIM OF LAHIKIOLA, AN OLD VOLCANIC
 TU2702'CRATER, AND IS AT ABOUT 3345 FEET ELEVATION.  STATION LAHIKIOLA
 TU2702'EAST, ON THE EAST RIM OF THE HILL, IS AT 3383 FEET ELEVATION.
 TU2702'
 TU2702'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO WEST ON
 TU2702'STATE HIGHWAY 25 FOR 2.1 MILES TO FORK.  TAKE RIGHT FORK,
 TU2702'STATE HIGHWAY 25, AND GO 9.3 MILES TO THE KAHUA RANCH DRIVEWAY
 TU2702'ON RIGHT.  CONTINUE ON THE HIGHWAY FOR 1.4 MILES TO A PIPE GATE
 TU2702'ON RIGHT, JUST PAST CORRALS.  PASS THROUGH GATE AND GO NORTH ON
 TU2702'FIELD ROAD FOR 0.5 MILE.  LEAVE ROAD AND GO NORTHERLY ACROSS
 TU2702'PASTURE FOR 0.1 MILE TO END OF TRUCK TRAVEL AT FENCE.  PACK UP
 TU2702'STEEP HILL TO STATION ON LEFT RIM.  ABOUT A 20-MINUTE PACK.
 TU2702'
 TU2702'STATION MARK IS THE CENTER OF A 1-3/4-INCH IRON PIPE IN THE
 TU2702'CENTER OF A TRIANGULAR, CONCRETE PLATFORM 7 FEET ON EACH SIDE
 TU2702'AND PROJECTING 4 INCHES ABOVE GROUND.  THE WORDS WEST LAHIKIOLA
 TU2702'ARE INSCRIBED IN THE CONCRETE PLATFORM.  THE STATION PIPE HAS
 TU2702'RUSTED OFF FLUSH WITH THE TOP OF THE PLATFORM.
 TU2702'
 TU2702'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948,
 TU2702'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-FOOT BOULDER PROJECTING
 TU2702'ABOUT 8 INCHES FROM GROUND AND IS ABOUT 5-1/2 FEET LOWER THAN
 TU2702'STATION PLATFORM.  IT IS 12.523 METERS (41.085 FEET) FROM THE
 TU2702'STATION, IN AZIMUTH 141 DEG 55 MIN 09 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1700 ***********************************************************************
 TU1700  DESIGNATION -  LAHILAHI
 TU1700  PID         -  TU1700
 TU1700  STATE/COUNTY-  HI/HONOLULU
 TU1700  USGS QUAD   -  WAIANAE (1983)
 TU1700
 TU1700                         *CURRENT SURVEY CONTROL
 TU1700  ___________________________________________________________________
 TU1700* NAD 83(1993)-  21 27 37.29273(N)    158 12 48.04373(W)     ADJUSTED  
 TU1700* LOCAL TIDAL -        70.3    (meters)     231.     (feet)  VERT ANG  
 TU1700  ___________________________________________________________________
 TU1700  EPOCH DATE  -        1993.62
 TU1700  LAPLACE CORR-           9.86  (seconds)                    DEFLEC99
 TU1700  GEOID HEIGHT-          15.15  (meters)                     GEOID03
 TU1700
 TU1700  HORZ ORDER  -  FIRST
 TU1700
 TU1700.The horizontal coordinates were established by classical geodetic methods
 TU1700.and adjusted by the National Geodetic Survey in December 1998..
 TU1700.The horizontal coordinates are valid at the epoch date displayed above.
 TU1700.The epoch date for horizontal control is a decimal equivalence
 TU1700.of Year/Month/Day.
 TU1700
 TU1700.The orthometric height was determined by vertical angle observations.
 TU1700
 TU1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1700
 TU1700.The geoid height was determined by GEOID03.
 TU1700
 TU1700;                    North         East     Units Scale Factor Converg.
 TU1700;SPC HI 3     -    32,532.694   477,887.296   MT  0.99999604   -0 04 41.0
 TU1700;UTM  04      - 2,373,302.938   581,504.646   MT  0.99968209   +0 17 16.1
 TU1700
 TU1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1700!SPC HI 3     -   0.99998657  x   0.99999604  =   0.99998261
 TU1700!UTM  04      -   0.99998657  x   0.99968209  =   0.99966866
 TU1700
 TU1700|---------------------------------------------------------------------|
 TU1700| PID    Reference Object                     Distance      Geod. Az  |
 TU1700|                                                           dddmmss.s |
 TU1700| CJ8770 LAHILAHI RM 2                        14.026 METERS 08612     |
 TU1700| TU1714 PAHEEHEE NEW                        APPROX. 4.8 KM 1100803.7 |
 TU1700| CJ8769 LAHILAHI RM 1                         2.777 METERS 22428     |
 TU1700|---------------------------------------------------------------------|
 TU1700
 TU1700                          SUPERSEDED SURVEY CONTROL
 TU1700
 TU1700  NAD 83(1986)-  21 27 37.24111(N)    158 12 48.05678(W) AD(       ) 1
 TU1700  OLD HI      -  21 27 48.63401(N)    158 12 57.95321(W) AD(       ) 1
 TU1700
 TU1700.Superseded values are not recommended for survey control.
 TU1700.NGS no longer adjusts projects to the OLD HI datum.
 TU1700.See file dsdata.txt to determine how the superseded data were derived.
 TU1700
 TU1700_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8150573303(NAD 83)
 TU1700_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1700_SETTING: 80 = SET IN A BOULDER
 TU1700_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU1700
 TU1700  HISTORY     - Date     Condition        Report By
 TU1700  HISTORY     - 1927     MONUMENTED       CGS
 TU1700  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1700  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1700  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1700  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1700
 TU1700                          STATION DESCRIPTION
 TU1700
 TU1700'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1700'ON WESTERN COAST OF OAHU, ABOUT 2 MILES NORTHWEST OF WAIANAE, ON
 TU1700'THE SUMMIT OF MAUNA LAHILAHI, NEXT TO SHORE LINE, A PROMINENT
 TU1700'SMALL ROCKY HILL STANDING BY ITSELF.  MARKED ACCORDING TO NOTE
 TU1700'5, A STANDARD DISK STATION MARK IN CONCRETE ON BOWLDER.  REFERENCE
 TU1700'MARKS, NOTE 12A, STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK,
 TU1700'ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--NO. 1,
 TU1700'2.776 METERS (9.11 FEET), 44 DEG 29 MIN NO. 2, 14.050 METERS
 TU1700'(46.10 FEET), 266 DEG 12 MIN.
 TU1700
 TU1700                          STATION RECOVERY (1932)
 TU1700
 TU1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CKG)
 TU1700'THE STATION IS NOW MARKED ACCORDING TO NOTE 14A.
 TU1700'
 TU1700'REFERENCE MARKS FOUND AS DESCRIBED.  PREVIOUS DESCRIPTION OF
 TU1700'STATION IS ADEQUATE.
 TU1700
 TU1700                          STATION RECOVERY (1945)
 TU1700
 TU1700'RECOVERY NOTE BY US ARMY 1945
 TU1700'ON THE SUMMIT OF MAUNA LAHILAHI, A PROMINENT SMALL ROCKY HILL
 TU1700'WHICH STANDS BY ITSELF ALONG THE SHORELINE ABOUT 2 MILES NW OF
 TU1700'WAIANAE.
 TU1700'
 TU1700'STATION IS MARKED ACCORDING TO NOTE 14X.  MARKS ARE IN GOOD
 TU1700'CONDITION.
 TU1700
 TU1700                          STATION RECOVERY (1964)
 TU1700
 TU1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1700'STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION DISK COULD
 TU1700'NOT BE EXAMINED BECAUSE OF THE HAWAII TERRITORY SURVEY SIGNAL
 TU1700'CENTERED OVER IT.  A TUNNEL PASSES UNDER THE CONCRETE PLATFORM BUT
 TU1700'IT IS TOO SMALL AND OBSTRUCTED, AND THE PIPE SOCKET IS TIGHTLY
 TU1700'PLUGGED.  BOTH REFERENCE MARKS ARE IN GOOD CONDITION.  THE
 TU1700'STATION WAS NOT OCCUPIED BECAUSE A LARGE WOODEN SIGNAL WAS
 TU1700'SECURED ABOVE THE PLATOFORM.  SO DISTANCES TO THE REFERENCE MARKS
 TU1700'WERE CHECKED BY OCCUPYING BOTH REFERENCE MARKS.  A COMPLETE
 TU1700'DESCRIPTION FOLLOWS--
 TU1700'
 TU1700'STATION IS LOCATED ALONG THE WEST COAST OF OAHU, AT THE SOUTHWEST
 TU1700'EDGE OF MAKAHA VILLAGE, ON A VERY PROMINENT ROCK BUTTE OF ABOUT
 TU1700'230 FEET ELEVATION.
 TU1700'
 TU1700'TO REACH STATION FROM THE CORNET VILLAGE SHOPPING CENTER IN
 TU1700'MAKAHA, GO NORTH ON FARRINGTON HIGHWAY FOR 0.2 MILE.  TURN LEFT
 TU1700'AND GO WEST ON LAHILAHI ST. FOR 0.2 MILE TO WHERE STREET TURNS
 TU1700'RIGHT, AND LAHILAHI PL. GOES STRAIGHT AHEAD THROUGH A GATE.  FROM
 TU1700'HERE PACK WESTERLY, FOLLOWING UP ALONG CREST OF BUTTE FOR ABOUT
 TU1700'1/4 MILE TO STATION.
 TU1700'
 TU1700'STATION MARK IS A STANDARD DISK, STAMPING UNKNOWN, SET IN CONCRETE
 TU1700'ON THE TOP OF A 6-FOOT-BEDROCK OUTCROP THAT PROJECTS ABOUT 4 FEET
 TU1700'ABOVE THE HILL LINE.  THE 5-FOOT-SQUARE CONCRETE PLATFORM OF THE
 TU1700'TYPE B HAWAII TERRITORY SURVEY SIGNAL IS SUPPORTED FIRMLY BY
 TU1700'STONE AND CONCRETE BUILDUP ON TOP OF THE ROCK.  A CONCRETE
 TU1700'PEDESTAL, 16 INCHES SQUARE AT THE BASE AND TAPERING SLIGHTLY,
 TU1700'PROJECTS 2-1/2 FEET ABOVE THE CENTER OF THE PLATFORM AND HAS A
 TU1700'2-1/2 INCH IRON PIPE UP THROUGH ITS CENTER.  THE CENTER OF
 TU1700'THIS PIPE WAS USED AS CENTER OF STATION.
 TU1700'
 TU1700'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAHILAHI
 TU1700'NO 1, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE SOUTH EDGE OF
 TU1700'THE HILLTOP.  IT IS ABOUT 7 FEET LOWER THAN STATION MARK.
 TU1700'
 TU1700'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAHILAHI
 TU1700'NO 2, CEMENTED IN A DRILL HOLE IN BEDROCK ALONG CREST OF HILL.  IT
 TU1700'IS ABOUT 3 FEET LOWER THAN STATION MARK.
 TU1700
 TU1700                          STATION RECOVERY (1969)
 TU1700
 TU1700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1700'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1700'DESCRIBED IN 1964.
 TU1700'
 TU1700'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO THE
 TU1700'TYPE B HAWAII TERRITORY SURVEY SIGNAL ON LINE.
 TU1700'
 TU1700'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1700'2 MILES NORTHWEST OF WAIANAE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1475 ***********************************************************************
 TU1475  DESIGNATION -  LAIE 1 1927
 TU1475  PID         -  TU1475
 TU1475  STATE/COUNTY-  HI/HONOLULU
 TU1475  USGS QUAD   -  KAHUKU (1983)
 TU1475
 TU1475                         *CURRENT SURVEY CONTROL
 TU1475  ___________________________________________________________________
 TU1475* NAD 83(1993)-  21 38 55.12769(N)    157 54 56.28136(W)     ADJUSTED  
 TU1475* LOCAL TIDAL -        12.     (meters)      39.     (feet)  SCALED    
 TU1475  ___________________________________________________________________
 TU1475  EPOCH DATE  -        1993.62
 TU1475  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 TU1475  GEOID HEIGHT-          13.69  (meters)                     GEOID03
 TU1475
 TU1475  HORZ ORDER  -  SECOND
 TU1475
 TU1475.The horizontal coordinates were established by classical geodetic methods
 TU1475.and adjusted by the National Geodetic Survey in December 1998..
 TU1475.The horizontal coordinates are valid at the epoch date displayed above.
 TU1475.The epoch date for horizontal control is a decimal equivalence
 TU1475.of Year/Month/Day.
 TU1475
 TU1475.The orthometric height was scaled from a topographic map.
 TU1475
 TU1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1475
 TU1475.The geoid height was determined by GEOID03.
 TU1475
 TU1475;                    North         East     Units Scale Factor Converg.
 TU1475;SPC HI 3     -    53,367.797   508,733.056   MT  0.99999094   +0 01 52.0
 TU1475;UTM  04      - 2,394,329.637   612,207.731   MT  0.99975557   +0 24 00.3
 TU1475
 TU1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1475!SPC HI 3     -   0.99999596  x   0.99999094  =   0.99998690
 TU1475!UTM  04      -   0.99999596  x   0.99975557  =   0.99975153
 TU1475
 TU1475                          SUPERSEDED SURVEY CONTROL
 TU1475
 TU1475  NAD 83(1986)-  21 38 55.07967(N)    157 54 56.29091(W) AD(       ) 2
 TU1475  OLD HI      -  21 39 06.50700(N)    157 55 06.20300(W) AD(       ) 2
 TU1475
 TU1475.Superseded values are not recommended for survey control.
 TU1475.NGS no longer adjusts projects to the OLD HI datum.
 TU1475.See file dsdata.txt to determine how the superseded data were derived.
 TU1475
 TU1475_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1220894330(NAD 83)
 TU1475_MARKER: Z = SEE DESCRIPTION
 TU1475_SETTING: 0 = UNSPECIFIED SETTING
 TU1475
 TU1475  HISTORY     - Date     Condition        Report By
 TU1475  HISTORY     - 1927     MONUMENTED       CGS
 TU1475  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1475  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1475  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1475
 TU1475                          STATION DESCRIPTION
 TU1475
 TU1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1475'ON THE NORTHEAST COAST OF OAHU, NEAR THE OUTER END OF LAIE
 TU1475'POINT, ABOUT 1/4 MILE FROM THE OLD LAIE STATION (SEE DESCRIPTION
 TU1475'THEREOF), PROBABLY 3/4 MILE EAST-SOUTHEAST FROM LAIE
 TU1475'SETTLEMENT.  THIS STATION WAS ESTABLISHED BY THE UNITED STATES
 TU1475'ENGINEERS, AND WAS MARKED BY A UNITED STATES ENGINEERS BRASS
 TU1475'PLATE CEMENTED IN A 5-INCH PIPE.  IN 1927 THIS WAS COVERED
 TU1475'WITH A CAP OF CONCRETE AND A STANDARD DISK STATION MARK
 TU1475'CENTERED IN TOP.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1475
 TU1475                          STATION RECOVERY (1945)
 TU1475
 TU1475'RECOVERY NOTE BY US ARMY 1945
 TU1475'NEAR THE OUTER END OF LAIE POINT.  FROM INTERSECTION OF HIGHWAY
 TU1475'1 AND RAILROAD IN LAIE, PROCEED SE VIA HIGHWAY 1 FOR 0.6
 TU1475'MILE TO JUNCTION WITH DIRT ROAD LEADING NE, THENCE NE VIA
 TU1475'DIRT ROAD FOR 0.35 MILE TO STATION SITE.
 TU1475'
 TU1475'STATION IS MARKED ACCORRDING TO NOTE 14A.  STRUCTURE IS IN FAIR
 TU1475'CONDITION.  MARK IS IN GOOD CONDITION.
 TU1475
 TU1475                          STATION RECOVERY (1952)
 TU1475
 TU1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1475'DESTROYED BY ARMY DURING WAR YEARS.
 TU1475
 TU1475                          STATION RECOVERY (1964)
 TU1475
 TU1475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1475'STATION WAS REPORTED DESTROYED BY THE ARMY DURING WW 2.  THE
 TU1475'SITE WAS VISITED AND NO MARKS COULD BE FOUND.  THERE WAS A
 TU1475'TYPE A, TERRITORY OF HAWAII SURVEY SIGNAL OVER THE MARK BUT NO
 TU1475'TRACE OF THIS STRUCTURE COULD BE FOUND.  STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0498 ***********************************************************************
 TU0498  DESIGNATION -  LAIE POINT
 TU0498  PID         -  TU0498
 TU0498  STATE/COUNTY-  HI/HONOLULU
 TU0498  USGS QUAD   -  KAHUKU (1983)
 TU0498
 TU0498                         *CURRENT SURVEY CONTROL
 TU0498  ___________________________________________________________________
 TU0498* NAD 83(1993)-  21 38 54.47143(N)    157 54 51.93698(W)     ADJUSTED  
 TU0498* LOCAL TIDAL -         8.958  (meters)      29.39   (feet)  ADJ UNCH  
 TU0498  ___________________________________________________________________
 TU0498  EPOCH DATE  -        1993.62
 TU0498  X           -  -5,495,782.316 (meters)                     COMP
 TU0498  Y           -  -2,229,993.956 (meters)                     COMP
 TU0498  Z           -   2,338,286.525 (meters)                     COMP
 TU0498  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 TU0498  ELLIP HEIGHT-          23.30  (meters)          (11/30/94) GPS OBS
 TU0498  GEOID HEIGHT-          13.69  (meters)                     GEOID03
 TU0498
 TU0498  HORZ ORDER  -  FIRST
 TU0498  VERT ORDER  -  FIRST     CLASS II
 TU0498  ELLP ORDER  -  FIFTH     CLASS I
 TU0498
 TU0498.The horizontal coordinates were established by GPS observations
 TU0498.and adjusted by the National Geodetic Survey in November 1994..
 TU0498.No horizontal observational check was made to the station.
 TU0498.The horizontal coordinates are valid at the epoch date displayed above.
 TU0498.The epoch date for horizontal control is a decimal equivalence
 TU0498.of Year/Month/Day.
 TU0498
 TU0498.The orthometric height was key entered from printed documents
 TU0498.and not key verified.
 TU0498
 TU0498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU0498
 TU0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0498
 TU0498.The ellipsoidal height was determined by GPS observations
 TU0498.and is referenced to NAD 83.
 TU0498
 TU0498.The geoid height was determined by GEOID03.
 TU0498
 TU0498;                    North         East     Units Scale Factor Converg.
 TU0498;SPC HI 3     -    53,347.681   508,857.984   MT  0.99999097   +0 01 53.6
 TU0498;UTM  04      - 2,394,310.330   612,332.757   MT  0.99975592   +0 24 01.9
 TU0498
 TU0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0498!SPC HI 3     -   0.99999634  x   0.99999097  =   0.99998731
 TU0498!UTM  04      -   0.99999634  x   0.99975592  =   0.99975226
 TU0498
 TU0498|---------------------------------------------------------------------|
 TU0498| PID    Reference Object                     Distance      Geod. Az  |
 TU0498|                                                           dddmmss.s |
 TU0498| TU0499 LAIE POINT RM 1                       9.110 METERS 02104     |
 TU0498| TU0497 LAIE POINT RM 2                       8.918 METERS 14218     |
 TU0498| TU1470 WAIAHILAHILA                        APPROX. 6.2 KM 1784719.7 |
 TU0498|---------------------------------------------------------------------|
 TU0498
 TU0498                          SUPERSEDED SURVEY CONTROL
 TU0498
 TU0498  NAD 83(1986)-  21 38 54.42368(N)    157 54 51.94652(W) AD(       ) 1
 TU0498  OLD HI      -  21 39 05.87530(N)    157 55 01.85250(W) AD(       ) 1
 TU0498
 TU0498.Superseded values are not recommended for survey control.
 TU0498.NGS no longer adjusts projects to the OLD HI datum.
 TU0498.See file dsdata.txt to determine how the superseded data were derived.
 TU0498
 TU0498_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1233394310(NAD 83)
 TU0498_MARKER: DD = SURVEY DISK
 TU0498_SETTING: 0 = UNSPECIFIED SETTING
 TU0498_SP_SET: UNSPECIFIED
 TU0498_STAMPING: LAIE POINT 1969
 TU0498_MARK LOGO: CGS   
 TU0498_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0498+STABILITY: POSITION/ELEVATION WELL
 TU0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0498+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003
 TU0498
 TU0498  HISTORY     - Date     Condition        Report By
 TU0498  HISTORY     - 1969     MONUMENTED       CGS
 TU0498  HISTORY     - 1969     GOOD             NGS
 TU0498  HISTORY     - 19930813 GOOD             NOS
 TU0498  HISTORY     - 20031103 GOOD             TERRSV
 TU0498
 TU0498                          STATION DESCRIPTION
 TU0498
 TU0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0498'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO POLE ON LINE.
 TU0498'
 TU0498'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF THE
 TU0498'NORTH SIDE OF THE ISLAND, 3/4 MILE EAST OF LAIE AND AT THE EAST
 TU0498'END OF LAIE POINT.
 TU0498'
 TU0498'TO REACH FROM THE POST OFFICE AND SHOPPING CENTER IN HAUULA,
 TU0498'GO NORTHERLY ON STATE HIGHWAY 83 (KAMEHAMEHA HIGHWAY) FOR 2.3
 TU0498'MILES TO A SIDE ROAD ON THE RIGHT AND SIGN ON THE LEFT READING
 TU0498'LAIE POINT.  TURN RIGHT AND FOLLOW SURFACED ROAD EAST-NORTHEAST
 TU0498'FOR 0.1 MILE TO A T INTERSECTION TURN RIGHT AND FOLLOW SURFACED
 TU0498'ROAD EASTERLY FOR 0.35 MILE TO THE END OF ROAD, AT A PARKING
 TU0498'AREA AND THE STATION.
 TU0498'
 TU0498'STATION MARK IS A STANDARD DISK STAMPED LAIE POINT 1969,
 TU0498'CEMENTED IN THE TOP OF A 3 INCH PIPE, WHICH IS 6 INCHES BENEATH
 TU0498'A 6 INCH STREET SURVEY MANHOLE COVER.  IT IS 28 FEET SOUTH OF
 TU0498'THE NORTH EDGE OF A SURFACED PARKING AREA, 15 FEET WEST OF A
 TU0498'TELEPHONE POLE, 14 FEET WEST OF A CULVERT RUNNING NORTHWEST
 TU0498'TO SOUTHEAST.
 TU0498'
 TU0498'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAIE POINT NO 1
 TU0498'1969, CEMENTED IN A DRILL HOLE SET ON TOP OF CULVERT, SET ON
 TU0498'THE NORTH END OF CULVERT, CULVERT PROJECTING 1-1/2 FEET ABOVE
 TU0498'THE SURFACE OF ROAD.  IT IS 24.5 FEET NORTHWEST OF A TELEPHONE
 TU0498'POLE, 3.9 FEET SOUTHEAST OF THE NORTHWEST END OF CULVERT.
 TU0498'
 TU0498'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAIE POINT NO 2 1969,
 TU0498'CEMENTED IN A DRILL HOLE SET ON TOP OF A CULVERT, ON THE SOUTH END
 TU0498'OF CULVERT, WHICH PROJECTS 1-1/2 FEET ABOVE THE SURFACE OF THE
 TU0498'ROAD.  IT IS 27.3 FEET SOUTHEAST OF A TELEPHONE POLE, 4.4 FEET
 TU0498'NORTHWEST OF THE SOUTHEAST END OF CULVERT.
 TU0498'
 TU0498'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 TU0498
 TU0498                          STATION RECOVERY (1969)
 TU0498
 TU0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0498'2.7 MI N FROM HAUULA.
 TU0498'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0498'HAUULA, THENCE 0.2 MILE NORTHEAST ALONG ANEMOKU STREET, THENCE 0.3
 TU0498'MILE EAST ALONG NAUPAKA STREET, AT A PARKING AREA, 13.9 FEET WEST OF A
 TU0498'CONCRETE RETAINING WALL WHICH IS AT THE EAST END OF THE PARKING AREA,
 TU0498'29.8 FEET SOUTH-SOUTHWEST OF R.M. 1, 29.3 FEET NORTHWEST OF R.M. 2, IN
 TU0498'THE TOP OF A CONCRETE FILLED 4-INCH IRON PIPE ABOUT 1 FOOT
 TU0498'UNDERGROUND.  ACCESS TO THE MARK IS THRY THE REMOVAL OF A 7 1/2-INCH
 TU0498'MANHOLE COVER MARKED C AND GS STREET MONUMENT.
 TU0498
 TU0498                          STATION RECOVERY (1993)
 TU0498
 TU0498'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU0498'RECOVERED AS DESCRIBED.
 TU0498
 TU0498                          STATION RECOVERY (2003)
 TU0498
 TU0498'RECOVERY NOTE BY TERRA SURV 2003 (JVH)
 TU0498'RECOVERED AS DESCRIBED. THE MARK IS COVERED IN A WHITE PLASTIC
 TU0498'MATERIAL, AND THE INSCRIPTION ON THE DISK IS NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0499 ***********************************************************************
 TU0499  DESIGNATION -  LAIE POINT RM 1
 TU0499  PID         -  TU0499
 TU0499  STATE/COUNTY-  HI/HONOLULU
 TU0499  USGS QUAD   -  KAHUKU (1983)
 TU0499
 TU0499                         *CURRENT SURVEY CONTROL
 TU0499  ___________________________________________________________________
 TU0499* NAD 83(1986)-  21 38 54.     (N)    157 54 51.     (W)     SCALED    
 TU0499* LOCAL TIDAL -         9.397  (meters)      30.83   (feet)  ADJ UNCH  
 TU0499  ___________________________________________________________________
 TU0499  GEOID HEIGHT-          13.69  (meters)                     GEOID03
 TU0499
 TU0499  VERT ORDER  -  FIRST     CLASS II
 TU0499
 TU0499.The horizontal coordinates were scaled from a topographic map and have
 TU0499.an estimated accuracy of +/- 6 seconds.
 TU0499
 TU0499.The orthometric height was key entered from printed documents
 TU0499.and not key verified.
 TU0499
 TU0499.The geoid height was determined by GEOID03.
 TU0499
 TU0499;                    North         East    Units  Estimated Accuracy
 TU0499;SPC HI 3     -    53,330.      508,890.      MT  (+/- 180 meters Scaled)
 TU0499
 TU0499                          SUPERSEDED SURVEY CONTROL
 TU0499
 TU0499.No superseded survey control is available for this station.
 TU0499
 TU0499_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ123942(NAD 83)
 TU0499_MARKER: DR = REFERENCE MARK DISK
 TU0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0499_SP_SET: CULVERT
 TU0499_STAMPING: LAIE POINT NO 1 1969
 TU0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0499
 TU0499  HISTORY     - Date     Condition        Report By
 TU0499  HISTORY     - 1969     MONUMENTED       CGS
 TU0499  HISTORY     - 20031203 POOR             USPSQD
 TU0499
 TU0499                          STATION DESCRIPTION
 TU0499
 TU0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0499'2.7 MI N FROM HAUULA.
 TU0499'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0499'HAUULA, THENCE 0.2 MILE NORTHEAST ALONG ANEMOKU STREET, THENCE 0.3
 TU0499'MILE EAST ALONG NAUPAKA STREET, IN THE TOP AND 3.9 FEET SOUTH OF THE
 TU0499'NORTH END OF A CONCRETE RETAINING WALL WHICH IS AT THE EAST END OF A
 TU0499'PARKING AREA, 51.5 FEET NORTH OF R.M. 2, AND ABOUT 1 1/2 FEET HIGHER
 TU0499'THAN THE STREET.
 TU0499
 TU0499                          STATION RECOVERY (2003)
 TU0499
 TU0499'RECOVERY NOTE BY US POWER SQUADRON 2003 (RM)
 TU0499'I FOUND THIS MARK ON VACATION IN HAWAII, IT IS IN POOR CONDITION AND
 TU0499'VERY HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0497 ***********************************************************************
 TU0497  DESIGNATION -  LAIE POINT RM 2
 TU0497  PID         -  TU0497
 TU0497  STATE/COUNTY-  HI/HONOLULU
 TU0497  USGS QUAD   -  KAHUKU (1983)
 TU0497
 TU0497                         *CURRENT SURVEY CONTROL
 TU0497  ___________________________________________________________________
 TU0497* NAD 83(1986)-  21 38 54.     (N)    157 54 51.     (W)     SCALED    
 TU0497* LOCAL TIDAL -         9.405  (meters)      30.86   (feet)  ADJ UNCH  
 TU0497  ___________________________________________________________________
 TU0497  GEOID HEIGHT-          13.69  (meters)                     GEOID03
 TU0497
 TU0497  VERT ORDER  -  FIRST     CLASS II
 TU0497
 TU0497.The horizontal coordinates were scaled from a topographic map and have
 TU0497.an estimated accuracy of +/- 6 seconds.
 TU0497
 TU0497.The orthometric height was key entered from printed documents
 TU0497.and not key verified.
 TU0497
 TU0497.The geoid height was determined by GEOID03.
 TU0497
 TU0497;                    North         East    Units  Estimated Accuracy
 TU0497;SPC HI 3     -    53,330.      508,890.      MT  (+/- 180 meters Scaled)
 TU0497
 TU0497                          SUPERSEDED SURVEY CONTROL
 TU0497
 TU0497.No superseded survey control is available for this station.
 TU0497
 TU0497_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ123942(NAD 83)
 TU0497_MARKER: DR = REFERENCE MARK DISK
 TU0497_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0497_SP_SET: CULVERT
 TU0497_STAMPING: LAIE POINT NO 2 1969
 TU0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0497
 TU0497  HISTORY     - Date     Condition        Report By
 TU0497  HISTORY     - 1969     MONUMENTED       CGS
 TU0497
 TU0497                          STATION DESCRIPTION
 TU0497
 TU0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0497'2.7 MI NW FROM HAUULA.
 TU0497'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0497'HAUULA, THENCE 0.2 MILE NORTHEAST ALONG ANEMOKU STREET, THENCE 0.3
 TU0497'MILE EAST ALONG NAUPAKA STREET, AT THE EAST END OF THE STREET, IN THE
 TU0497'TOP AND 4.4 FEET NORTH OF THE SOUTH END OF A CONCRETE RETAINING WALL,
 TU0497'AND ABOUT 1 1/2 FEET HIGHER THAN THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1476 ***********************************************************************
 TU1476  DESIGNATION -  LAIE=LAIE 2 RESET
 TU1476  PID         -  TU1476
 TU1476  STATE/COUNTY-  HI/HONOLULU
 TU1476  USGS QUAD   -  KAHUKU (1983)
 TU1476
 TU1476                         *CURRENT SURVEY CONTROL
 TU1476  ___________________________________________________________________
 TU1476* NAD 83(1993)-  21 38 54.82348(N)    157 55 06.49508(W)     ADJUSTED  
 TU1476* LOCAL TIDAL -        15.     (meters)      49.     (feet)  SCALED    
 TU1476  ___________________________________________________________________
 TU1476  EPOCH DATE  -        1993.62
 TU1476  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 TU1476  GEOID HEIGHT-          13.71  (meters)                     GEOID03
 TU1476
 TU1476  HORZ ORDER  -  THIRD
 TU1476
 TU1476.The horizontal coordinates were established by classical geodetic methods
 TU1476.and adjusted by the National Geodetic Survey in December 1998..
 TU1476.The horizontal coordinates are valid at the epoch date displayed above.
 TU1476.The epoch date for horizontal control is a decimal equivalence
 TU1476.of Year/Month/Day.
 TU1476
 TU1476.The orthometric height was scaled from a topographic map.
 TU1476
 TU1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1476
 TU1476.The geoid height was determined by GEOID03.
 TU1476
 TU1476;                    North         East     Units Scale Factor Converg.
 TU1476;SPC HI 3     -    53,358.284   508,439.378   MT  0.99999088   +0 01 48.3
 TU1476;UTM  04      - 2,394,318.235   611,914.190   MT  0.99975476   +0 23 56.5
 TU1476
 TU1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1476!SPC HI 3     -   0.99999549  x   0.99999088  =   0.99998637
 TU1476!UTM  04      -   0.99999549  x   0.99975476  =   0.99975025
 TU1476
 TU1476:                Primary Azimuth Mark                     Grid Az
 TU1476:SPC HI 3     -  OLD CATHOLIC CHURCH SPIRE                155 13 05.7
 TU1476:UTM  04      -  OLD CATHOLIC CHURCH SPIRE                154 50 57.5
 TU1476
 TU1476|---------------------------------------------------------------------|
 TU1476| PID    Reference Object                     Distance      Geod. Az  |
 TU1476|                                                           dddmmss.s |
 TU1476| TU1467 OLD CATHOLIC CHURCH SPIRE           APPROX. 7.3 KM 1551454.0 |
 TU1476| TU1466 PROTESTANT CHURCH SPIRE             APPROX. 7.6 KM 1552341.9 |
 TU1476| TU1477 MORMON CHURCH SPIRE                 APPROX. 1.2 KM 2633203.9 |
 TU1476| CJ8771 LAIE 2 RM 1                          12.384 METERS 28128     |
 TU1476| TU1486 PUUKI RESET                         APPROX. 6.9 KM 2911433.0 |
 TU1476| CJ8772 LAIE 2 RM 2                           7.598 METERS 34334     |
 TU1476|---------------------------------------------------------------------|
 TU1476
 TU1476                          SUPERSEDED SURVEY CONTROL
 TU1476
 TU1476  NAD 83(1986)-  21 38 54.77543(N)    157 55 06.50467(W) AD(       ) 3
 TU1476  OLD HI      -  21 39 06.20200(N)    157 55 16.41800(W) AD(       ) 3
 TU1476
 TU1476.Superseded values are not recommended for survey control.
 TU1476.NGS no longer adjusts projects to the OLD HI datum.
 TU1476.See file dsdata.txt to determine how the superseded data were derived.
 TU1476
 TU1476_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1191494318(NAD 83)
 TU1476
 TU1476  HISTORY     - Date     Condition        Report By
 TU1476  HISTORY     - 1965     MONUMENTED       CGS
 TU1476  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1476  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1476
 TU1476                          STATION DESCRIPTION
 TU1476
 TU1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1476'IN THE LAND OF LAIE, ON A SANDSTONE PROMONTORY, NEAR A
 TU1476'TRANSVERSE DYKE OF HARDER ROCK.  STATION IS EAST OF HIGHEST PART
 TU1476'OF RIDGE, BUT IS ON A COMMANDING POINT.  MARKED BY A CONCRETE
 TU1476'POST WITH CROSS IN TOP.  IN 1927 STATION RECOVERED AS DESCRIBED,
 TU1476'AND CALLED LAIE 2 IN RECORDS.
 TU1476
 TU1476                          STATION RECOVERY (1965)
 TU1476
 TU1476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1476'THE OLD MARK, CONSISTING OF A CROSS IN THE TOP OF A 6-INCH
 TU1476'SQUARE CONCRETE POST, FLUSH WITH GROUND, WAS RECOVERED.  STATION
 TU1476'WAS RE-MARKED WITH A STANDARD DISK AND TWO REFERENCE MARKS
 TU1476'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1476'
 TU1476'STATION IS LOCATED ON LAIE POINT, ABOUT 1/4-MILE EAST OF THE
 TU1476'TOWN OF LAIE.  ALONG THE CREST OF THE POINT, BEHIND THE HOUSE AT
 TU1476'ADDRESS 55-113.
 TU1476'
 TU1476'TO REACH STATION FROM THE POST OFFICE IN HAUULA, GO NORTHERLY ON
 TU1476'STATE HIGHWAY 83 FOR 2.9 MILES TO THE POLYNESIAN CULTURAL CENTER AT
 TU1476'LAIE.  CONTINUE ON THE HIGHWAY FOR 0.45 MILE.  TURN RIGHT ON
 TU1476'ANEMOKU ST. AND GO UPGRADE FOR 0.15 MILE TO T-INTERSECTION.  TURN
 TU1476'RIGHT AND GO 0.05 MILE ON NAUPAKA STREET TO HOUSE ON LEFT AT
 TU1476'ADDRESS 55-113, AND STATION ABOUT 45 YARDS NORTH OF STREET, JUST
 TU1476'OUTSIDE NORTH PROPERTY LINE OF THE HOME.
 TU1476'
 TU1476'STATION MARK IS A STANDARD DISK, STAMPED LAIE 2 1875-1927
 TU1476'1965, SET IN THE TOP OF A 10-INCH SQUARE, CONCRETE MONUMENT
 TU1476'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 31.8 FEET NORTH OF
 TU1476'NORTHEAST CORNER OF HOUSE, 1.8 FEET WEST OF A LINE EXTENDED
 TU1476'FROM EAST SIDE OF HOUSE, AND 17.2 FEET NORTHWEST OF THE PIPE
 TU1476'MARKING NORTHEAST CORNER OF LOT.
 TU1476'
 TU1476'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAIE 2
 TU1476'1875-1927 NO 1 1965, CEMENTED IN A DRILL HOLE IN A NARROW,
 TU1476'CORAL, BEDROCK OUTCROPPING THAT PROJECTS 1 INCH ABOVE GROUND.  IT
 TU1476'IS IN AN OPEN AREA ALONG CREST OF BLUFF, 41.3 FEET NORTH OF
 TU1476'NORTHWEST CORNER OF HOUSE, 43.0 FEET EAST-NORTHEAST OF PIPE
 TU1476'MARKING NORTHWEST CORNER OF LOT, 2-1/2 FEET EAST OF A LINE
 TU1476'EXTENDED FROM WEST SIDE OF HOUSE, AND ABOUT 16 INCHES HIGHER
 TU1476'THAN STATION MARK.
 TU1476'
 TU1476'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAIE 2
 TU1476'1875-1927 NO 2 1965, CEMENTED IN A DRILL HOLE IN A CORAL BEDROCK
 TU1476'OUTCROP THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS DOWN ON THE
 TU1476'NORTH SLOPE OF THE BLUFF, IN LINE WITH A CUTBANK ON NEXT LOT
 TU1476'TO EAST, AND IS 1 FOOT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2146 ***********************************************************************
 TU2146  DESIGNATION -  LAIMI 1877
 TU2146  PID         -  TU2146
 TU2146  STATE/COUNTY-  HI/HAWAII
 TU2146  USGS QUAD   -  PAPAIKOU (1994)
 TU2146
 TU2146                         *CURRENT SURVEY CONTROL
 TU2146  ___________________________________________________________________
 TU2146* NAD 83(1993)-  19 51 44.72937(N)    155 06 22.85477(W)     ADJUSTED  
 TU2146* LOCAL TIDAL -       110.     (meters)     361.     (feet)  SCALED    
 TU2146  ___________________________________________________________________
 TU2146  EPOCH DATE  -        1993.62
 TU2146  LAPLACE CORR-         -19.53  (seconds)                    DEFLEC99
 TU2146  GEOID HEIGHT-          17.63  (meters)                     GEOID03
 TU2146
 TU2146  HORZ ORDER  -  THIRD
 TU2146
 TU2146.The horizontal coordinates were established by classical geodetic methods
 TU2146.and adjusted by the National Geodetic Survey in December 1998..
 TU2146.The horizontal coordinates are valid at the epoch date displayed above.
 TU2146.The epoch date for horizontal control is a decimal equivalence
 TU2146.of Year/Month/Day.
 TU2146
 TU2146.The orthometric height was scaled from a topographic map.
 TU2146
 TU2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2146
 TU2146.The geoid height was determined by GEOID03.
 TU2146
 TU2146;                    North         East     Units Scale Factor Converg.
 TU2146;SPC HI 1     -   113,960.929   541,229.025   MT  0.99998767   +0 08 01.5
 TU2146;UTM  05      - 2,197,635.282   279,435.669   MT  1.00020133   -0 42 57.4
 TU2146
 TU2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2146!SPC HI 1     -   0.99997994  x   0.99998767  =   0.99996761
 TU2146!UTM  05      -   0.99997994  x   1.00020133  =   1.00018126
 TU2146
 TU2146:                Primary Azimuth Mark                     Grid Az
 TU2146:SPC HI 1     -  KAUKU 1877                               237 46 10.9
 TU2146:UTM  05      -  KAUKU 1877                               238 37 09.8
 TU2146
 TU2146|---------------------------------------------------------------------|
 TU2146| PID    Reference Object                     Distance      Geod. Az  |
 TU2146|                                                           dddmmss.s |
 TU2146| TU2160 KAUKU 1877                          APPROX. 6.1 KM 2375412.4 |
 TU2146|---------------------------------------------------------------------|
 TU2146
 TU2146                          SUPERSEDED SURVEY CONTROL
 TU2146
 TU2146  NAD 83(1986)-  19 51 44.70115(N)    155 06 22.86695(W) AD(       ) 3
 TU2146  OLD HI      -  19 51 56.45300(N)    155 06 32.80800(W) AD(       ) 3
 TU2146
 TU2146.Superseded values are not recommended for survey control.
 TU2146.NGS no longer adjusts projects to the OLD HI datum.
 TU2146.See file dsdata.txt to determine how the superseded data were derived.
 TU2146
 TU2146_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7943697635(NAD 83)
 TU2146
 TU2146  HISTORY     - Date     Condition        Report By
 TU2146  HISTORY     - 1877     MONUMENTED       COASUR
 TU2146  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2146
 TU2146                          STATION DESCRIPTION
 TU2146
 TU2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2146'ON EAST COAST OF HAWAII IN NORTH HILO, LAND OF LAIMI, ON MAIN
 TU2146'ROAD BETWEEN HONOMU AND PEPEEKEO, AT NO. 1 CAMP OF THE HONOMU
 TU2146'PLANTATION.  IT IS ABOUT 60 METERS (ESTIMATED) S. 10 DEG W. FROM
 TU2146'THE CAMP FLAGPOLE.  THE STATION WAS MARKED BY A LARGE STONE
 TU2146'MARKED WITH A CROSS, IN CENTER OF WHICH IS AN IRON BOLT IN DRILL
 TU2146'HOLE.  IN 1912 IT WAS REPORTED THAT IT WAS BELIEVED THAT THE
 TU2146'TRUE POSITION OF THIS STATION HAD BEEN PERMANENTLY LOST, AND
 TU2146'THAT THE MARK WAS 1 METER OR MORE OUT OF PLACE.  WHEN STANDING
 TU2146'AT CAMP FLAGPOLE THE STATION WOULD APPEAR MIDWAY BETWEEN
 TU2146'PORCH POST AND CORNER OF NEAREST HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3110 ***********************************************************************
 TU3110  DESIGNATION -  LAINA
 TU3110  PID         -  TU3110
 TU3110  STATE/COUNTY-  HI/MAUI
 TU3110  USGS QUAD   -  LAHAINA (1992)
 TU3110
 TU3110                         *CURRENT SURVEY CONTROL
 TU3110  ___________________________________________________________________
 TU3110* NAD 83(1993)-  20 53 45.75096(N)    156 40 05.12753(W)     ADJUSTED  
 TU3110* LOCAL TIDAL -       198.0    (meters)     650.     (feet)  VERT ANG  
 TU3110  ___________________________________________________________________
 TU3110  EPOCH DATE  -        1993.62
 TU3110  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 TU3110  GEOID HEIGHT-          16.29  (meters)                     GEOID03
 TU3110
 TU3110  HORZ ORDER  -  FIRST
 TU3110
 TU3110.The horizontal coordinates were established by classical geodetic methods
 TU3110.and adjusted by the National Geodetic Survey in December 1998..
 TU3110.The horizontal coordinates are valid at the epoch date displayed above.
 TU3110.The epoch date for horizontal control is a decimal equivalence
 TU3110.of Year/Month/Day.
 TU3110
 TU3110.The orthometric height was determined by vertical angle observations.
 TU3110
 TU3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3110
 TU3110.The geoid height was determined by GEOID03.
 TU3110
 TU3110;                    North         East     Units Scale Factor Converg.
 TU3110;SPC HI 2     -    62,296.555   499,851.816   MT  0.99996667   -0 00 01.8
 TU3110;UTM  04      - 2,312,403.687   742,570.221   MT  1.00032721   +0 49 55.7
 TU3110
 TU3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3110!SPC HI 2     -   0.99996632  x   0.99996667  =   0.99993299
 TU3110!UTM  04      -   0.99996632  x   1.00032721  =   1.00029352
 TU3110
 TU3110|---------------------------------------------------------------------|
 TU3110| PID    Reference Object                     Distance      Geod. Az  |
 TU3110|                                                           dddmmss.s |
 TU3110| CN5839 LAINA RM 1                            7.921 METERS 06239     |
 TU3110| TU3107 PAUPAU 1879                         APPROX. 3.1 KM 1065222.0 |
 TU3110| TU3100 KAUAULA MAKAI                       APPROX. 4.8 KM 1722611.8 |
 TU3110| TU3103 LAHAINA PROTESTANT CHURCH           APPROX. 3.0 KM 1904740.8 |
 TU3110| TU3112 LAHAINA CHURCH                      APPROX. 2.6 KM 2002008.8 |
 TU3110| TU3104 LAHAINA COURTHOUSE                  APPROX. 2.9 KM 2010454.4 |
 TU3110| TU3126 TURTONS MILL CHIMNEY                APPROX. 2.1 KM 2030300.2 |
 TU3110| CN5840 LAINA RM 2                            4.195 METERS 24302     |
 TU3110|---------------------------------------------------------------------|
 TU3110
 TU3110                          SUPERSEDED SURVEY CONTROL
 TU3110
 TU3110  NAD 83(1986)-  20 53 45.70998(N)    156 40 05.10188(W) AD(       ) 1
 TU3110  OLD HI      -  20 53 57.25700(N)    156 40 15.27800(W) AD(       ) 1
 TU3110
 TU3110.Superseded values are not recommended for survey control.
 TU3110.NGS no longer adjusts projects to the OLD HI datum.
 TU3110.See file dsdata.txt to determine how the superseded data were derived.
 TU3110
 TU3110_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4257012404(NAD 83)
 TU3110
 TU3110  HISTORY     - Date     Condition        Report By
 TU3110  HISTORY     - 1931     MONUMENTED       CGS
 TU3110  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3110  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3110  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3110
 TU3110                          STATION DESCRIPTION
 TU3110
 TU3110'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3110'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 TU3110'MARKED WITH A 2 INCH PIPE SET IN A BLOCK OF CONCRETE.
 TU3110'
 TU3110'A NEW DESCRIPTION FOLLOWS--
 TU3110'
 TU3110'THE STATION IS LOCATED ON THE SUMMIT AND WESTERLY RIM OF AN
 TU3110'EXTINCT VOLCANIC CONE, NAMED PUU LAINA, WHICH LIES ABOUT 2 MILES
 TU3110'NORTHEAST OF LAHAINA, ABOUT 1.2 MILES EAST OF THE SEACOAST AND
 TU3110'ABOUT 4 MILE WEST OF CRATER CAMP.
 TU3110'
 TU3110'TO REACH FROM THE COURTHOUSE IN THE TOWN OF LAHAINA.  GO
 TU3110'NORTHERLY, ON THE ROAD TOWARD HONOKOHAU, FOR 1.8 MILES.  TURN
 TU3110'RIGHT AND GO EASTERLY FOR 0.3 MILE.  CROSS OVER THE RAILROAD
 TU3110'TRACKS AND CONTINUE STRAIGHT AHEAD, EASTERLY, ON THE GRADED ROAD,
 TU3110'FOR 0.6 MILE TO A POWER HOUSE AND A ROAD INTERSECTION.  CONTINUE
 TU3110'STRAIGHT AHEAD, UP GRADE, FOR 0.35 MILE.  TURN RIGHT AND GO
 TU3110'SOUTH FOR ABOUT 100 YARDS TO A CONCRETE IRRIGATION DITCH AND THE
 TU3110'END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHWESTERLY, UP
 TU3110'THE LONG RIDGE, FOR ABOUT 300 YARDS TO THE SUMMIT AND THE
 TU3110'STATION.
 TU3110'
 TU3110'THE STATION IS THE TOP AND CENTER OF A 2 INCH IRON PIPE WHICH
 TU3110'PROJECTS ABOUT 3 INCHES FROM THE TOP OF A MOUND OF CONCRETE.
 TU3110
 TU3110                          STATION RECOVERY (1961)
 TU3110
 TU3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3110'THE STATION AND THE OBSERVING PLATFORM WERE RECOVERE IN GOOD
 TU3110'CONDITION AS DESCRIBED BY C.T.H. IN 1950 EXCEPT THAT THE STATION
 TU3110'IS NOW ON THE WEST SIDE OF A BORROW PIT, ON THE PORTION OF THE
 TU3110'HILL LEFT AFTER EXCAVATION, AND MAY BE REACHED BY TRUCK ON THE
 TU3110'ROAD WHICH CIRCLES THE PIT FROM THE END OF TRUCK TRAVEL GIVEN IN
 TU3110'THE 1950 DESCRIPTION.  THERE IS A SMALL ALUMINUM SHEATHED RADIO
 TU3110'TRANSMITTER SHED ON THE SAME KNOB.  THE RAILROAD MENTIONED HAS
 TU3110'BEEN DISMANTLED, THE GRADE HAS BEEN PAVED AND IS NOW A PRIVATE
 TU3110'ROAD OF THE PIONEER SUGAR MILL CO. AT LAHAINA.
 TU3110
 TU3110                          STATION RECOVERY (1969)
 TU3110
 TU3110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3110'STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO NEW REFERENCE
 TU3110'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3110'
 TU3110'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF LAHAINA AND
 TU3110'500 FEET NORTHWEST OF CRATER RESERVOIR, ON PUU LAINA, A PROMINENT
 TU3110'HILL OF ABOUT 650 FEET ELEVATION THAT HAS A RADIO HUT AND ANTENNA
 TU3110'ON IT.
 TU3110'
 TU3110'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3110'ON PAPALAUA STREET FOR 0.2 MILE.  TURN LEFT AND GO NORTHWEST ON
 TU3110'STATE HIGHWAY 30 FOR 1.2 MILES.  TURN RIGHT AND GO NORTHEAST ON
 TU3110'WAHIKULI RD. FOR 0.3 MILE TO MAIN CANE-FIELD CROSSROAD.  CONTINUE
 TU3110'AHEAD ON FIELD ROAD FOR 1.0 MILE TO SIDE ROAD RIGHT, AT POWER
 TU3110'LINE.  TURN SHARP RIGHT AND GO 0.05 MILE.  TAKE LEFT FORK AND
 TU3110'FOLLOW MAIN ROAD 0.2 MILE TO STATION.
 TU3110'
 TU3110'STATION IS MARKED BY A 2-INCH IRON PIPE PROJECTING 5 INCHES FROM
 TU3110'THE CENTER OF A 30-INCH-DIAMETER CONCRETE DOME 8 INCHES HIGH, WITH
 TU3110'LAINA HTS 3-14-19 INSCRIBED IN IT.  A TYPE A SIGNAL IS CENTERED
 TU3110'OVER THE MARK, WITH THE 6-FOOT-SQUARE, CONCRETE PLATFORM 4 FEET
 TU3110'ABOVE GROUND.  A RED AND WHITE METAL TARGET EXTENDS 6 FEET ABOVE
 TU3110'PLATFORM.  STATION IS 45 FEET SOUTHWEST FROM EDGE OF CINDER
 TU3110'QUARRY CLIFF, 17 FEET NORTH OF AN OLD MILITARY OBSERVATION POST,
 TU3110'AND 50 FEET NORTH OF A WOODEN ANTENNA POLE AND SMALL, METAL
 TU3110'RADIO HUT.
 TU3110'
 TU3110'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAINA HTS
 TU3110'1919 NO 1 1969, CEMENTED IN A DRILL HOLE IN RED BEDROCK PROJECTING
 TU3110'2 INCHES FROM GROUND.  IT IS 15 FEET SOUTHWEST OF EDGE OF CINDER
 TU3110'QUARRY CLIFF AND 0.4 FOOT LOWER THAN STATION MARK.
 TU3110'
 TU3110'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAINA HTS
 TU3110'1919 NO 2 1969, CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER
 TU3110'THAT PROJECTS 4 INCHES FROM GROUND.  IT IS 7 FEET NORTHWEST OF
 TU3110'NORTHWEST CORNER OF THE OBSERVATION POST AND 16 INCHES LOWER THAN
 TU3110'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3443 ***********************************************************************
 TU3443  DESIGNATION -  LAINA KAA RESET
 TU3443  PID         -  TU3443
 TU3443  STATE/COUNTY-  HI/MAUI
 TU3443  USGS QUAD   -  
 TU3443
 TU3443                         *CURRENT SURVEY CONTROL
 TU3443  ___________________________________________________________________
 TU3443* NAD 83(1993)-  21 12 30.94099(N)    157 11 52.38749(W)     ADJUSTED  
 TU3443* LOCAL TIDAL -       202.     (meters)     663.     (feet)  VERT ANG  
 TU3443  ___________________________________________________________________
 TU3443  EPOCH DATE  -        1993.62
 TU3443  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 TU3443  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU3443
 TU3443  HORZ ORDER  -  SECOND
 TU3443
 TU3443.The horizontal coordinates were established by classical geodetic methods
 TU3443.and adjusted by the National Geodetic Survey in December 1998..
 TU3443.The horizontal coordinates are valid at the epoch date displayed above.
 TU3443.The epoch date for horizontal control is a decimal equivalence
 TU3443.of Year/Month/Day.
 TU3443
 TU3443.The orthometric height was determined by vertical angle observations.
 TU3443.No vertical observational check was made to the station.
 TU3443
 TU3443.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3443
 TU3443.The geoid height was determined by GEOID03.
 TU3443
 TU3443;                    North         East     Units Scale Factor Converg.
 TU3443;SPC HI 2     -    96,993.025   444,847.325   MT  1.00000424   -0 11 31.9
 TU3443;UTM  04      - 2,346,298.108   687,053.104   MT  1.00003239   +0 39 07.7
 TU3443
 TU3443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3443!SPC HI 2     -   0.99996588  x   1.00000424  =   0.99997012
 TU3443!UTM  04      -   0.99996588  x   1.00003239  =   0.99999827
 TU3443
 TU3443:                Primary Azimuth Mark                     Grid Az
 TU3443:SPC HI 2     -  MOOMOMI                                  100 44 51.2
 TU3443:UTM  04      -  MOOMOMI                                  099 54 11.6
 TU3443
 TU3443|---------------------------------------------------------------------|
 TU3443| PID    Reference Object                     Distance      Geod. Az  |
 TU3443|                                                           dddmmss.s |
 TU3443| TU3435 MOOMOMI                             APPROX. 6.2 KM 1003319.3 |
 TU3443| CN5841 LAINA KAA RM 1                        5.099 METERS 15753     |
 TU3443| CN5842 LAINA KAA RM 2                        4.092 METERS 24939     |
 TU3443|---------------------------------------------------------------------|
 TU3443
 TU3443                          SUPERSEDED SURVEY CONTROL
 TU3443
 TU3443  NAD 83(1986)-  21 12 30.89921(N)    157 11 52.34214(W) AD(       ) 2
 TU3443  OLD HI      -  21 12 42.36700(N)    157 12 02.48500(W) AD(       ) 2
 TU3443
 TU3443.Superseded values are not recommended for survey control.
 TU3443.NGS no longer adjusts projects to the OLD HI datum.
 TU3443.See file dsdata.txt to determine how the superseded data were derived.
 TU3443
 TU3443_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8705346298(NAD 83)
 TU3443
 TU3443  HISTORY     - Date     Condition        Report By
 TU3443  HISTORY     - 1962     MONUMENTED       CGS
 TU3443  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU3443  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU3443  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3443
 TU3443                          STATION DESCRIPTION
 TU3443
 TU3443'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU3443'ON THE HIGHEST POINT OF A PROMINENT CONICAL REDDISH HILL IN THE
 TU3443'NORTHWESTERN PART OF THE ISLAND.  IT IS THE HIGHER AND MORE
 TU3443'EASTERLY OF THE TWO PROMINENT CONE-SHAPED HILLS IN THE
 TU3443'VICINITY.  THE MARKS RECOVERED WERE POST SET IN GROUND AND CAIRN
 TU3443'OF ROCKS.  IT WAS RE-MARKED WITH A STANDARD UNITED STATES COAST
 TU3443'AND GEODETIC SURVEY TRIANGULATION DISK SET IN A PAD OF CEMENT.
 TU3443
 TU3443                          STATION RECOVERY (1932)
 TU3443
 TU3443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RDK)
 TU3443'THE ORIGINAL REDWOOD POST, MARKING THE STATION ON THE NW COAST
 TU3443'OF THE ISLAND, WAS RECOVERED AND REPLACED BY A 1-1/2-IN. GALVANIZED
 TU3443'PIPE PACKED BY TAMPED ROCK.  ANGULAR MEASUREMENTS CHECKED WITH
 TU3443'THE U.S.C. AND G.S. RECORDS.  THE U.S.C. AND G.S. DISK WAS
 TU3443'NOT FOUND.
 TU3443'
 TU3443'NOTE--THE ABOVE WAS COPIED FROM CIRCULAR LETTER NO. 9, MOLOKAI
 TU3443'TRIANGULATION STATIONS.
 TU3443
 TU3443                          STATION RECOVERY (1962)
 TU3443
 TU3443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3443'THE STATION IS LOCATED, AIRLINE, ABOUT 6.0 MILES NORTH OF MAUNA
 TU3443'LOA, 4.0 MILES EAST OF ILIO POINT.  ON THE HIGHEST POINT OF A
 TU3443'PROMINENT CONICAL HILL.
 TU3443'
 TU3443'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3443'46, JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON
 TU3443'STATE HIGHWAY 46 FOR 7.1 MILES TO A FORK AND SIGN MAUNA LOA.  KEEP
 TU3443'ON HIGHWAY 46 FOR 5.75 MILES TO A DIRT CROSSROAD AT TOP OF GRADE,
 TU3443'AND SIGN ON THE RIGHT UNITED STATES COAST GUARD.  TURN RIGHT AND
 TU3443'GO NORTH-WEST ON THE COAST GUARD ROAD FOR 0.65 MILE THROUGH THE
 TU3443'PINEAPPLE FIELD TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 TU3443'FOLLOW THE COAST GUARD ROAD FOR 4.15 MILES TO A BOARD GATE,
 TU3443'JUST PAST CORRALS AND LOADING PENS, CONTINUE ON COAST GUARD
 TU3443'ROAD FOR 0.65 MILE TO A CONCRETE WATER TANK AND A FORK.  TURN
 TU3443'RIGHT AND FOLLOW THE TRACK ROAD 0.25 MILE TO A CONCRETE BLOCK
 TU3443'BUILDING, KEEP TO THE RIGHT OF THE BUILDING AND FOLLOW TRACK
 TU3443'ROAD NORTH-NORTHEAST FOR 0.45 MILE TO A FENCE CORNER
 TU3443'GATE, KEEP LEFT OF THE FENCE AND FOLLOW FENCE LINE ACROSS
 TU3443'COUNTRY FOR 0.3 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK UP
 TU3443'THE HILL ABOUT 100 YARDS TO THE STATION.
 TU3443'
 TU3443'THE STATION MARK IS A STANDARD DISK STAMPED, LAINA KAA 1932
 TU3443'1962, BRAZED TO THE TOP OF A 2 INCH IRON PIPE THAT IS SET IN
 TU3443'CONCRETE AND PROJECTS 1 FOOT.
 TU3443'
 TU3443'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, LAINA KAA NO 1
 TU3443'1932 1962, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 TU3443'THE SURFACE OF THE GROUND.
 TU3443'
 TU3443'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, LAINA KAA NO 2
 TU3443'1932 1962, CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT
 TU3443'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1494 ***********************************************************************
 TU1494  DESIGNATION -  LAK
 TU1494  PID         -  TU1494
 TU1494  STATE/COUNTY-  HI/HONOLULU
 TU1494  USGS QUAD   -  KAHUKU (1983)
 TU1494
 TU1494                         *CURRENT SURVEY CONTROL
 TU1494  ___________________________________________________________________
 TU1494* NAD 83(1993)-  21 39 49.10984(N)    158 00 03.83067(W)     ADJUSTED  
 TU1494* LOCAL TIDAL -       329.     (meters)    1079.     (feet)  SCALED    
 TU1494  ___________________________________________________________________
 TU1494  EPOCH DATE  -        1993.62
 TU1494  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TU1494  GEOID HEIGHT-          13.82  (meters)                     GEOID03
 TU1494
 TU1494  HORZ ORDER  -  SECOND
 TU1494
 TU1494.The horizontal coordinates were established by classical geodetic methods
 TU1494.and adjusted by the National Geodetic Survey in December 1998..
 TU1494.The horizontal coordinates are valid at the epoch date displayed above.
 TU1494.The epoch date for horizontal control is a decimal equivalence
 TU1494.of Year/Month/Day.
 TU1494
 TU1494.The orthometric height was scaled from a topographic map.
 TU1494
 TU1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1494
 TU1494.The geoid height was determined by GEOID03.
 TU1494
 TU1494;                    North         East     Units Scale Factor Converg.
 TU1494;SPC HI 3     -    55,025.745   499,889.865   MT  0.99999000   -0 00 01.4
 TU1494;UTM  04      - 2,395,930.192   603,356.228   MT  0.99973200   +0 22 07.7
 TU1494
 TU1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1494!SPC HI 3     -   0.99994612  x   0.99999000  =   0.99993612
 TU1494!UTM  04      -   0.99994612  x   0.99973200  =   0.99967814
 TU1494
 TU1494:                Primary Azimuth Mark                     Grid Az
 TU1494:SPC HI 3     -  RADIO CORP POWER PLANT CHIMNEY           031 49 24.4
 TU1494:UTM  04      -  RADIO CORP POWER PLANT CHIMNEY           031 27 15.3
 TU1494
 TU1494|---------------------------------------------------------------------|
 TU1494| PID    Reference Object                     Distance      Geod. Az  |
 TU1494|                                                           dddmmss.s |
 TU1494| TU1483 RADIO CORP POWER PLANT CHIMNEY      APPROX. 5.5 KM 0314923.0 |
 TU1494| TU1480 KAHUKU MILL CHIMNEY                 APPROX. 5.6 KM 0721527.6 |
 TU1494| CJ8773 LAK RM 1                              7.905 METERS 14120     |
 TU1494| CJ8774 LAK RM 2                              2.533 METERS 25708     |
 TU1494| TU1495 KAWELA                              121.855 METERS 27731     |
 TU1494| TU1496 OPANA                               APPROX. 2.6 KM 3412742.3 |
 TU1494|---------------------------------------------------------------------|
 TU1494
 TU1494                          SUPERSEDED SURVEY CONTROL
 TU1494
 TU1494  NAD 83(1986)-  21 39 49.06022(N)    158 00 03.84162(W) AD(       ) 2
 TU1494  OLD HI      -  21 40 00.48200(N)    158 00 13.76200(W) AD(       ) 2
 TU1494
 TU1494.Superseded values are not recommended for survey control.
 TU1494.NGS no longer adjusts projects to the OLD HI datum.
 TU1494.See file dsdata.txt to determine how the superseded data were derived.
 TU1494
 TU1494_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0335695930(NAD 83)
 TU1494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1494_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1494_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1494
 TU1494  HISTORY     - Date     Condition        Report By
 TU1494  HISTORY     - 1927     MONUMENTED       CGS
 TU1494  HISTORY     - 1958     SEE DESCRIPTION  LOCENG
 TU1494  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1494
 TU1494                          STATION DESCRIPTION
 TU1494
 TU1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1494'IN NORTHERN PART OF OAHU, ON THE FIRST BARE SUMMIT ABOUT 120
 TU1494'YARDS SOUTH OF KAWELA.  MARKED ACCORDING TO NOTE 6A, A STANDARD
 TU1494'DISK STATION MARK SET IN CONCRETE IN TOP OF TILE.  REFERENCE
 TU1494'MARKS, NOTE 13A, STANDARD REFERENCE DISKS IN CONCRETE IN
 TU1494'TILES, WERE SET AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM
 TU1494'THE STATION--NO. 1, 7.905 METERS (25.93 FEET), 321 DEG 20
 TU1494'MIN.  NO. 2, 2.533 METERS (8.31 FEET), 77 DEG 08 MIN.
 TU1494'RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1494
 TU1494                          STATION RECOVERY (1958)
 TU1494
 TU1494'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 TU1494'STATION FOUND DISTURBED.  THE OBSERVING PLATFORM HAS BEEN
 TU1494'DESTROYED BY AN EXPLOSION.  THE MARK HAS BEEN SHIFTED SLIGHTLY.
 TU1494
 TU1494                          STATION RECOVERY (1964)
 TU1494
 TU1494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1494'STATION MARK WAS DESTROYED WHEN A LARGE CUT WAS MADE INTO THE
 TU1494'SIDE OF THE KNOLL IN PREPARATION FOR A LOCATION FOR A WATER
 TU1494'TANK.  BOTH REFERENCE MARKS WERE RECOVERED.
 TU1494'
 TU1494'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAK NO 1,
 TU1494'SET IN CEMENT IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS
 TU1494'10 INCHES ABOVE GROUND.  IT IS 30 FEET SOUTHWEST OF THE WATER
 TU1494'TANK AND IS IN GOOD CONDITION.
 TU1494'
 TU1494'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAK NO 2
 TU1494'SET IN CEMENT IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS
 TU1494'ABOUT 2 FEET ABOVE GROUND.  IT IS LOOSE AND IN POOR CONDITION.
 TU1494'
 TU1494'LOCATED ON THE PROMINENT KNOLL JUST OUTSIDE THE FENCE AT
 TU1494'THE SOUTH END OF A RADAR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3290 ***********************************************************************
 TU3290  DESIGNATION -  LAMALOA
 TU3290  PID         -  TU3290
 TU3290  STATE/COUNTY-  HI/MAUI
 TU3290  USGS QUAD   -  
 TU3290
 TU3290                         *CURRENT SURVEY CONTROL
 TU3290  ___________________________________________________________________
 TU3290* NAD 83(1993)-  21 10 15.72383(N)    156 44 25.31244(W)     ADJUSTED  
 TU3290* LOCAL TIDAL -       850.     (meters)    2789.     (feet)  SCALED    
 TU3290  ___________________________________________________________________
 TU3290  EPOCH DATE  -        1993.62
 TU3290  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 TU3290  GEOID HEIGHT-          14.22  (meters)                     GEOID03
 TU3290
 TU3290  HORZ ORDER  -  THIRD
 TU3290
 TU3290.The horizontal coordinates were established by classical geodetic methods
 TU3290.and adjusted by the National Geodetic Survey in December 1998..
 TU3290.The horizontal coordinates are valid at the epoch date displayed above.
 TU3290.The epoch date for horizontal control is a decimal equivalence
 TU3290.of Year/Month/Day.
 TU3290
 TU3290.The orthometric height was scaled from a topographic map.
 TU3290
 TU3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3290
 TU3290.The geoid height was determined by GEOID03.
 TU3290
 TU3290;                    North         East     Units Scale Factor Converg.
 TU3290;SPC HI 2     -    92,743.786   492,346.616   MT  0.99996739   -0 01 35.8
 TU3290;UTM  04      - 2,342,748.129   734,617.922   MT  1.00028028   +0 48 59.2
 TU3290
 TU3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3290!SPC HI 2     -   0.99986418  x   0.99996739  =   0.99983158
 TU3290!UTM  04      -   0.99986418  x   1.00028028  =   1.00014443
 TU3290
 TU3290                          SUPERSEDED SURVEY CONTROL
 TU3290
 TU3290  NAD 83(1986)-  21 10 15.67789(N)    156 44 25.25748(W) AD(       ) 3
 TU3290  OLD HI      -  21 10 27.13000(N)    156 44 35.40000(W) AD(       ) 3
 TU3290
 TU3290.Superseded values are not recommended for survey control.
 TU3290.NGS no longer adjusts projects to the OLD HI datum.
 TU3290.See file dsdata.txt to determine how the superseded data were derived.
 TU3290
 TU3290_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3461842748(NAD 83)
 TU3290
 TU3290  HISTORY     - Date     Condition        Report By
 TU3290  HISTORY     - UNK      MONUMENTED
 TU3290  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3290
 TU3290                          STATION DESCRIPTION
 TU3290
 TU3290'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3290'ONLY DESCRIPTION AVAILABLE WAS OBTAINED FROM THE STATE OF HAWAII
 TU3290'SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED BY A
 TU3290'4 X 4 REDWOOD POST.  A SEARCH IN THE VICINITY WAS MADE BUT NO
 TU3290'MARK OF ANY KIND WAS RECOVERED.  THE AREA HAS BEEN WORKED AND
 TU3290'PLANTED TO PASTURE BY THE PUU O HOKU RANCH AND THE STATION IS
 TU3290'PRESUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1965 ***********************************************************************
 TU1965  DESIGNATION -  LAN
 TU1965  PID         -  TU1965
 TU1965  STATE/COUNTY-  HI/KAUAI
 TU1965  USGS QUAD   -  HANALEI (1996)
 TU1965
 TU1965                         *CURRENT SURVEY CONTROL
 TU1965  ___________________________________________________________________
 TU1965* NAD 83(1993)-  22 13 46.27947(N)    159 28 36.74456(W)     ADJUSTED  
 TU1965* LOCAL TIDAL -                                                        
 TU1965  ___________________________________________________________________
 TU1965  EPOCH DATE  -        1993.62
 TU1965  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 TU1965  GEOID HEIGHT-          15.24  (meters)                     GEOID03
 TU1965
 TU1965  HORZ ORDER  -  THIRD
 TU1965
 TU1965.The horizontal coordinates were established by classical geodetic methods
 TU1965.and adjusted by the National Geodetic Survey in December 1998..
 TU1965.The horizontal coordinates are valid at the epoch date displayed above.
 TU1965.The epoch date for horizontal control is a decimal equivalence
 TU1965.of Year/Month/Day.
 TU1965
 TU1965
 TU1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1965
 TU1965.The geoid height was determined by GEOID03.
 TU1965
 TU1965;                    North         East     Units Scale Factor Converg.
 TU1965;SPC HI 4     -    43,870.000   502,384.208   MT  0.99999007   +0 00 31.5
 TU1965;UTM  04      - 2,458,309.562   450,855.910   MT  0.99962984   -0 10 49.5
 TU1965
 TU1965                          SUPERSEDED SURVEY CONTROL
 TU1965
 TU1965  NAD 83(1986)-  22 13 46.23604(N)    159 28 36.79737(W) AD(       ) 4
 TU1965  OLD HI      -  22 13 57.59000(N)    159 28 46.88000(W) AD(       ) 3
 TU1965
 TU1965.Superseded values are not recommended for survey control.
 TU1965.NGS no longer adjusts projects to the OLD HI datum.
 TU1965.See file dsdata.txt to determine how the superseded data were derived.
 TU1965
 TU1965_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5085658310(NAD 83)
 TU1965
 TU1965  HISTORY     - Date     Condition        Report By
 TU1965  HISTORY     - 1910     MONUMENTED       CGS
 TU1965  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1965
 TU1965                          STATION DESCRIPTION
 TU1965
 TU1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1965'ON NORTH COAST OF KAUAI, ON LAE O KAWEONUI.  CENTER MARKED BY
 TU1965'STAKE DRIVEN IN GROUND IN THE LANTANA.
 TU1965
 TU1965                          STATION RECOVERY (1965)
 TU1965
 TU1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1965'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3224 ***********************************************************************
 TU3224  DESIGNATION -  LAN
 TU3224  PID         -  TU3224
 TU3224  STATE/COUNTY-  HI/MAUI
 TU3224  USGS QUAD   -  
 TU3224
 TU3224                         *CURRENT SURVEY CONTROL
 TU3224  ___________________________________________________________________
 TU3224* NAD 83(1993)-  20 47 17.94106(N)    156 56 58.61437(W)     ADJUSTED  
 TU3224* LOCAL TIDAL -       397.0    (meters)    1302.     (feet)  VERT ANG  
 TU3224  ___________________________________________________________________
 TU3224  EPOCH DATE  -        1993.62
 TU3224  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 TU3224  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU3224
 TU3224  HORZ ORDER  -  SECOND
 TU3224
 TU3224.This mark is at Lanai Airport  (LNY)
 TU3224
 TU3224.The horizontal coordinates were established by classical geodetic methods
 TU3224.and adjusted by the National Geodetic Survey in December 1998..
 TU3224.The horizontal coordinates are valid at the epoch date displayed above.
 TU3224.The epoch date for horizontal control is a decimal equivalence
 TU3224.of Year/Month/Day.
 TU3224
 TU3224.The orthometric height was determined by vertical angle observations.
 TU3224
 TU3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3224
 TU3224.The geoid height was determined by GEOID03.
 TU3224
 TU3224;                    North         East     Units Scale Factor Converg.
 TU3224;SPC HI 2     -    50,396.000   470,541.352   MT  0.99997739   -0 06 01.5
 TU3224;UTM  04      - 2,300,076.163   713,427.378   MT  1.00016297   +0 43 40.8
 TU3224
 TU3224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3224!SPC HI 2     -   0.99993509  x   0.99997739  =   0.99991249
 TU3224!UTM  04      -   0.99993509  x   1.00016297  =   1.00009805
 TU3224
 TU3224:                Primary Azimuth Mark                     Grid Az
 TU3224:SPC HI 2     -  HII DOLE                                 060 23 29.3
 TU3224:UTM  04      -  HII DOLE                                 059 33 47.0
 TU3224
 TU3224|---------------------------------------------------------------------|
 TU3224| PID    Reference Object                     Distance      Geod. Az  |
 TU3224|                                                           dddmmss.s |
 TU3224| TU3221 HII DOLE                            APPROX. 5.7 KM 0601727.8 |
 TU3224| CN5846 LAN RM 2                              4.491 METERS 13936     |
 TU3224| TU3225 LAN 2                                15.410 METERS 32612     |
 TU3224| CN5845 LAN RM 1                              6.172 METERS 35459     |
 TU3224|---------------------------------------------------------------------|
 TU3224
 TU3224                          SUPERSEDED SURVEY CONTROL
 TU3224
 TU3224  NAD 83(1986)-  20 47 17.89987(N)    156 56 58.57746(W) AD(       ) 2
 TU3224  OLD HI      -  20 47 29.29500(N)    156 57 08.67700(W) AD(       ) 2
 TU3224
 TU3224.Superseded values are not recommended for survey control.
 TU3224.NGS no longer adjusts projects to the OLD HI datum.
 TU3224.See file dsdata.txt to determine how the superseded data were derived.
 TU3224
 TU3224_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1342700076(NAD 83)
 TU3224_MARKER: Z = SEE DESCRIPTION
 TU3224_SETTING: 0 = UNSPECIFIED SETTING
 TU3224
 TU3224  HISTORY     - Date     Condition        Report By
 TU3224  HISTORY     - 1962     MONUMENTED       USN
 TU3224  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU3224
 TU3224                          STATION DESCRIPTION
 TU3224
 TU3224'DESCRIBED BY US NAVY 1962 (HJS)
 TU3224'STATION IS LOCATED ABOUT 3-1/4 MILES AIRLINE SOUTHWEST OF LANAI
 TU3224'CITY, NEAR THE EAST-NORTHEAST END OF THE HARD-SURFACED PARKING RAMP
 TU3224'ON PROPERTY OF THE LANAI AIRPORT.
 TU3224'
 TU3224'TO REACH STATION FROM THE JUNCTION OF HIGHWAY 44 AND 441 AT THE
 TU3224'SOUTH EDGE OF LANAI CITY, GO WESTERLY ON HIGHWAY 44 FOR 2.9
 TU3224'MILES TO SIGN AIRPORT, AND SIDE ROAD LEFT.  TURN LEFT AND GO
 TU3224'SOUTH-SOUTHEAST ON HARD-SURFACED ROAD FOR 0.5 MILE TO FORK, WHERE
 TU3224'RIGHT FORK TURNS RIGHT TOWARD AIRPORT OFFICE.  CONTINUE AHEAD ON
 TU3224'LEFT FORK, WHICH TURNS RIGHT, TOWARDS FREIGHT BUILDING, AND GO
 TU3224'ABOUT 100 YARDS TO THE END OF AIRPLANE PARKING RAMP AND STATION.
 TU3224'
 TU3224'STATION MARK IS A U.S. NAVY HYDROGRAPHIC SURVEY BRONZE DISK
 TU3224'STAMPED LAN 1961 SET IN CEMENT IN THE HARD-SURFACED PARKING AREA,
 TU3224'79.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FREIGHT
 TU3224'BUILDING, 21 FEET NORTHWEST OF SOUTHEAST CORNER OF PARKING RAMP AND
 TU3224'57 FEET SOUTH-SOUTHEAST OF INTERSECTION OF NARROW BLACKTOP ROAD
 TU3224'WITH THE PARKING RAMP.
 TU3224'
 TU3224'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAN USN NO
 TU3224'1 1962, SET IN CEMENT IN A HOLE IN THE HARD-SURFACING OF THE RAMP.
 TU3224'
 TU3224'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAN USN NO 2
 TU3224'1962, SET IN CEMENT IN A HOLE IN THE HARD-SURFACING OF THE
 TU3224'RAMP.  IT IS ABOUT 1 FOOT NORTH OF SOUTH SIDE OF RAMP.
 TU3224
 TU3224                          STATION RECOVERY (1965)
 TU3224
 TU3224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU3224'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU3224'HOWEVER IT WILL BE DESTROYED BY GRADING DURING THE AIRPORT
 TU3224'IMPROVEMENT CONSTRUCTION AT LANAI AIRPORT, SO A NEW STATION, LAN 2,
 TU3224'WAS ESTABLISHED NEARBY IN AUGUST, 1965.  SEE DESCRIPTION FOR THAT
 TU3224'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3225 ***********************************************************************
 TU3225  FBN         -  This is a Federal Base Network Control Station.
 TU3225  PACS        -  This is a Primary Airport Control Station.
 TU3225  DESIGNATION -  LAN 2
 TU3225  PID         -  TU3225
 TU3225  STATE/COUNTY-  HI/MAUI
 TU3225  USGS QUAD   -  
 TU3225
 TU3225                         *CURRENT SURVEY CONTROL
 TU3225  ___________________________________________________________________
 TU3225* NAD 83(1993)-  20 47 18.35743(N)    156 56 58.91082(W)     ADJUSTED  
 TU3225* LOCAL TIDAL -       396.02   (meters)    1299.3    (feet)  GPS OBS   
 TU3225  ___________________________________________________________________
 TU3225  EPOCH DATE  -        1993.62
 TU3225  X           -  -5,489,503.689 (meters)                     COMP
 TU3225  Y           -  -2,335,846.043 (meters)                     COMP
 TU3225  Z           -   2,249,657.978 (meters)                     COMP
 TU3225  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 TU3225  ELLIP HEIGHT-         412.57  (meters)          (11/30/94) GPS OBS
 TU3225  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU3225
 TU3225  HORZ ORDER  -  A
 TU3225  ELLP ORDER  -  THIRD     CLASS II
 TU3225
 TU3225.This mark is at Lanai Airport  (LNY)
 TU3225
 TU3225.The horizontal coordinates were established by GPS observations
 TU3225.and adjusted by the National Geodetic Survey in November 1994..
 TU3225.The horizontal coordinates are valid at the epoch date displayed above.
 TU3225.The epoch date for horizontal control is a decimal equivalence
 TU3225.of Year/Month/Day.
 TU3225
 TU3225.The orthometric height was determined by GPS observations and a
 TU3225.high-resolution geoid model.
 TU3225
 TU3225.GPS derived orthometric heights for airport stations designated as
 TU3225.PACS or SACS are published to 2 decimal places.  This maintains
 TU3225.centimeter relative accuracy between the PACS and SACS.  It does
 TU3225.not indicate centimeter accuracy relative to other marks which are
 TU3225.part of the NAVD 88 network.
 TU3225
 TU3225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3225
 TU3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3225
 TU3225.The ellipsoidal height was determined by GPS observations
 TU3225.and is referenced to NAD 83.
 TU3225
 TU3225.The geoid height was determined by GEOID03.
 TU3225
 TU3225;                    North         East     Units Scale Factor Converg.
 TU3225;SPC HI 2     -    50,408.820   470,532.801   MT  0.99997739   -0 06 01.6
 TU3225;UTM  04      - 2,300,088.860   713,418.641   MT  1.00016292   +0 43 40.7
 TU3225
 TU3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3225!SPC HI 2     -   0.99993516  x   0.99997739  =   0.99991255
 TU3225!UTM  04      -   0.99993516  x   1.00016292  =   1.00009807
 TU3225
 TU3225:                Primary Azimuth Mark                     Grid Az
 TU3225:SPC HI 2     -  HII DOLE                                 060 32 43.9
 TU3225:UTM  04      -  HII DOLE                                 059 43 01.6
 TU3225
 TU3225|---------------------------------------------------------------------|
 TU3225| PID    Reference Object                     Distance      Geod. Az  |
 TU3225|                                                           dddmmss.s |
 TU3225| TU3221 HII DOLE                            APPROX. 5.7 KM 0602642.3 |
 TU3225| CN5843 LAN 2 RM 1                            2.671 METERS 11659     |
 TU3225| TU3224 LAN                                  15.410 METERS 14612     |
 TU3225| AA3578 LNY ARP 2                           353.225 METERS 21801     |
 TU3225| CN5844 LAN 2 RM 2                            2.485 METERS 29715     |
 TU3225|---------------------------------------------------------------------|
 TU3225
 TU3225                          SUPERSEDED SURVEY CONTROL
 TU3225
 TU3225  NAD 83(1986)-  20 47 18.31632(N)    156 56 58.87397(W) AD(       ) 3
 TU3225  OLD HI      -  20 47 29.71100(N)    156 57 08.97300(W) AD(       ) 3
 TU3225
 TU3225.Superseded values are not recommended for survey control.
 TU3225.NGS no longer adjusts projects to the OLD HI datum.
 TU3225.See file dsdata.txt to determine how the superseded data were derived.
 TU3225
 TU3225_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1341900089(NAD 83)
 TU3225_MARKER: DT = TOPOGRAPHIC STATION DISK
 TU3225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3225_SP_SET: SURROUNDED BY MASS OF CONCRETE
 TU3225_STAMPING: LAN 2 1965
 TU3225_MARK LOGO: CGS   
 TU3225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU3225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3225+STABILITY: SURFACE MOTION
 TU3225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3225+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1993
 TU3225
 TU3225  HISTORY     - Date     Condition        Report By
 TU3225  HISTORY     - 1965     MONUMENTED       CGS
 TU3225  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU3225  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU3225  HISTORY     - 19930810 GOOD             NOS
 TU3225  HISTORY     - 19940316 GOOD             NGS
 TU3225
 TU3225                          STATION DESCRIPTION
 TU3225
 TU3225'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU3225'STATION IS LOCATED ABOUT 3-1/4 MILES AIRLINE SOUTHWEST OF LANAI
 TU3225'CITY, AT THE LANAI AIRPORT, NEAR THE NORTH CORNER OF THE MACADAM,
 TU3225'AIRCRAFT-TIEDOWN AREA.
 TU3225'
 TU3225'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 441
 TU3225'AT THE SOUTH EDGE OF LANAI CITY, GO SOUTHWEST ON STATE HIGHWAY 44
 TU3225'FOR 2.9 MILES TO SIGN AIRPORT, AND SIDE ROAD LEFT.  TURN LEFT AND
 TU3225'GO 0.5 MILE TO FORK.  TAKE LEFT FORK, STRAIGHT AHEAD, THEN BEAR
 TU3225'RIGHT AND GO SOUTHWEST 100 YARDS TO NORTH CORNER OF TIEDOWN AREA
 TU3225'AND STATION.
 TU3225'
 TU3225'STATION MARK IS A STANDARD DISK, STAMPED LAN 2 1965, SET IN THE
 TU3225'TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH THE
 TU3225'MACADAM SURFACE, 7 FEET SOUTHWEST OF EDGE OF MACADAM, 4 FEET
 TU3225'NORTHWEST OF THE END TIEDOWN OF A ROW OF TIEDOWNS, 41 FEET EAST
 TU3225'OF THE EAST CORNER OF A METAL, WAREHOUSE BUILDING, AND 95 YARDS
 TU3225'NORTHEAST OF THE PRESENT AIRPORT TERMINAL BUILDING.
 TU3225'
 TU3225'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAN 2 NO 1
 TU3225'1965, SET IN THE TOP OF AN 8-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU3225'IS FLUSH WITH THE MACADAM SURFACE, 3 FEET SOUTHWEST OF EDGE OF
 TU3225'MACADAM AND AT SAME ELEVATION AS STATION.
 TU3225'
 TU3225'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LAN 2 NO 2
 TU3225'1965, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT
 TU3225'THAT IS FLUSH WITH THE MACADAM SURFACE.  IT IS AT SAME ELEVATION
 TU3225'AS STATION.
 TU3225
 TU3225                          STATION RECOVERY (1973)
 TU3225
 TU3225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU3225'THIS STATION WAS NOT OCCUPIED AT THIS TIME AND THE DISTANCE OR
 TU3225'DIRECTIONS TO THE MARKS WAS NOT VERIFIED.
 TU3225'
 TU3225'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 TU3225'AND FOUND TO BE IN GOOD CONDITION.  CHANGES AT THE AIRPORT
 TU3225'REQUIRES A NEW DESCRIPTION.
 TU3225'
 TU3225'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF LANAI
 TU3225'CITY, AT THE LANAI AIRPORT, ABOUT 600 FEET SOUTH OF THE TERMINAL
 TU3225'BUILDING, AND NEAR THE NORTH CORNER OF AN ABANDONED PAVED AIRCRAFT
 TU3225'TIE-DOWN AREA.
 TU3225'
 TU3225'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND
 TU3225'441 AT THE SOUTH EDGE OF LANAI CITY, GO SOUTHWEST ON STATE
 TU3225'HIGHWAY 44 FOR 2.9 MILES TO A PAVED ROAD LEFT, AT SIGN
 TU3225'AIRPORT.  TURN LEFT AND GO 0.55 MILE TO A FARM ROAD ON THE RIGHT,
 TU3225'JUST BEFORE ENTERING THE AIRPORT PARKING AREA.  TURN RIGHT AND
 TU3225'FOLLOW THE FARM ROAD FOR 0.1 MILE TO WHERE IT CURVES AWAY FROM
 TU3225'THE AIRPORT RAMP AREA.  LEAVE THE ROAD AND CONTINUE AHEAD ON
 TU3225'THE GRASS FOR ABOUT 300 FEET TO THE SECOND PAVED STRIP ON THE
 TU3225'RIGHT.  TURN RIGHT AND GO ABOUT 250 FEET TO THE OLD TIE-DOWN
 TU3225'RAMP AND THE STATION MARK ON THE LEFT.
 TU3225'
 TU3225'THE STATION MARK, A STANDARD DISK STAMPED LAN 2 1965, IS SET
 TU3225'IN THE TOP OF A CONCRETE POST FLUSH WITH THE PAVED SURFACE.  IT
 TU3225'IS 141.0 FEET NORTHEAST OF AN ANEMOMETER, 7 FEET SOUTHWEST OF
 TU3225'THE EDGE OF PAVEMENT, AND 4 FEET NORTHWEST OF THE END TIE-DOWN
 TU3225'BRACKET.
 TU3225'
 TU3225'REFERENCE MARK 1, A STANDARD DISK STAMPED LAN 2 NO 1 1965, IS
 TU3225'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 TU3225'PAVED SURFACE.  IT IS 3 FEET SOUTHWEST OF THE EDGE OF PAVING
 TU3225'AND SAME ELEVATION AS THE STATION MARK.
 TU3225'
 TU3225'REFERENCE MARK 2, A STANDARD DISK STAMPED LAN 2 NO 2 1965, IS
 TU3225'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE
 TU3225'PAVED SURFACE.  IT IS 12 FEET SOUTHWEST OF THE EDGE OF PAVING
 TU3225'AND THE SAME ELEVATION AS THE STATION MARK.
 TU3225'
 TU3225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3225'3-1/4 MILES SW OF LANAI CITY.
 TU3225
 TU3225                          STATION RECOVERY (1978)
 TU3225
 TU3225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 TU3225'STATION, RM 1 AND 2 RECOVERED AS DESCRIBED.
 TU3225'
 TU3225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3225'AT LANAI AIRPORT.
 TU3225
 TU3225                          STATION RECOVERY (1993)
 TU3225
 TU3225'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3225'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE STATION IS
 TU3225'LOCATED 20.53 M (67.36 FT) ESE OF THE SOUTHEASTERN CORNER OF THE
 TU3225'TERMINAL APRON.  IT IS 2.97 M (9.74 FT) NE OF A FENCE CORNER. THE
 TU3225'STATION AND RM1 ARE SLIGHTLY ELEVATED OVER THE SURROUNDING TERRAIN IN
 TU3225'A PATCH OF ASPHALT REMAINING FROM OLD PAVEMENT.  THE STAITON IS 141.0
 TU3225'FT (43.0 M) NE OF AN ANEMOMETER OUTSIDE OF THE FENCE, 269 FT (82.0 M)
 TU3225'SSW OF THE SW EDGE OF THE TAXIWAY BETWEEN THE TERMINAL AND RUNWAY.
 TU3225'RM1 IS 2.676 M (8.780 FT) E OF THE STATION. RM2 IS PRESUMED TO BE
 TU3225'DESTROYED. ACCESS TO THE AIRPORT CAN BE ACCOMPLISHED BY CALLING THE
 TU3225'AIRPORT MANAGER AT 808-565-6757.
 TU3225
 TU3225                          STATION RECOVERY (1994)
 TU3225
 TU3225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU3225'THE STATION IS LOCATED IN THE CENTRAL PART OF THE AIRPORT SOUTH OF THE
 TU3225'TERMINAL RAMP AND NORTHWEST OF RUNWAY 3-21.  IT IS 269 FT (82.0 M) SSW
 TU3225'OF THE SSW EDGE OF THE TERMINAL TAXIWAY, 141.0 FT (43.0 M) NORTHEAST
 TU3225'OF ANEMOMETER AND 10 FT (3.0 M) ESE OF A WIRE-MESH FENCE. IT IS 8.8 FT
 TU3225'(2.7 M) WNW OF RM-1 AND 8.2 FT (2.5 M) ESE OF RM-2.  IT IS A CGS TOP
 TU3225'DISK STAMPED LAN 2 1965 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 TU3225'WITH THE ASPHALT PAVING OF AN ABANDONED RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3219 ***********************************************************************
 TU3219  DESIGNATION -  LANAI CITY DOLE CORP TANK
 TU3219  PID         -  TU3219
 TU3219  STATE/COUNTY-  HI/MAUI
 TU3219  USGS QUAD   -  
 TU3219
 TU3219                         *CURRENT SURVEY CONTROL
 TU3219  ___________________________________________________________________
 TU3219* NAD 83(1993)-  20 48 26.84598(N)    156 53 50.71794(W)     ADJUSTED  
 TU3219* LOCAL TIDAL -                                                        
 TU3219  ___________________________________________________________________
 TU3219  EPOCH DATE  -        1993.62
 TU3219  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 TU3219  GEOID HEIGHT-          16.34  (meters)                     GEOID03
 TU3219
 TU3219  HORZ ORDER  -  THIRD
 TU3219
 TU3219.The horizontal coordinates were established by classical geodetic methods
 TU3219.and adjusted by the National Geodetic Survey in December 1998..
 TU3219.The horizontal coordinates are valid at the epoch date displayed above.
 TU3219.The epoch date for horizontal control is a decimal equivalence
 TU3219.of Year/Month/Day.
 TU3219
 TU3219
 TU3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3219
 TU3219.The geoid height was determined by GEOID03.
 TU3219
 TU3219;                    North         East     Units Scale Factor Converg.
 TU3219;SPC HI 2     -    52,506.398   475,978.431   MT  0.99997379   -0 04 55.1
 TU3219;UTM  04      - 2,302,265.427   718,834.453   MT  1.00019185   +0 44 49.9
 TU3219
 TU3219                          SUPERSEDED SURVEY CONTROL
 TU3219
 TU3219  NAD 83(1986)-  20 48 26.80257(N)    156 53 50.67972(W) AD(       ) 4
 TU3219  OLD HI      -  20 48 38.17800(N)    156 54 00.77100(W) AD(       ) 3
 TU3219
 TU3219.Superseded values are not recommended for survey control.
 TU3219.NGS no longer adjusts projects to the OLD HI datum.
 TU3219.See file dsdata.txt to determine how the superseded data were derived.
 TU3219
 TU3219_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1883402265(NAD 83)
 TU3219
 TU3219  HISTORY     - Date     Condition        Report By
 TU3219  HISTORY     - 1962     MONUMENTED       CGS
 TU3219  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3219
 TU3219                          STATION DESCRIPTION
 TU3219
 TU3219'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3219'STATION IS A LARGE, SILVER TANK ABOUT 25 FEET IN DIAMETER AND
 TU3219'15 FEET HIGH.  IT IS LOCATED ABOUT 1-3/4 MILES SOUTHEAST OF
 TU3219'LANAI CITY, ON THE SOUTH TIP OF HII FLATS AND ON THE POINT OF
 TU3219'THE RIM OVERLOOKING THE MOUTH OF KAPOHAKU GULCH TO THE
 TU3219'SOUTH-SOUTHEAST.  POINT INTERSECTED WAS SMALL KNOB ON TOP.
 TU3219
 TU3219                          STATION RECOVERY (1964)
 TU3219
 TU3219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3219'THE STATION WAS RECOVERED AS DESCRIBED IN THE ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1540 ***********************************************************************
 TU1540  DESIGNATION -  LAND
 TU1540  PID         -  TU1540
 TU1540  STATE/COUNTY-  HI/HONOLULU
 TU1540  USGS QUAD   -  KAENA (1983)
 TU1540
 TU1540                         *CURRENT SURVEY CONTROL
 TU1540  ___________________________________________________________________
 TU1540* NAD 83(1993)-  21 34 57.22427(N)    158 11 26.65319(W)     ADJUSTED  
 TU1540* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1540  ___________________________________________________________________
 TU1540  EPOCH DATE  -        1993.62
 TU1540  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 TU1540  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU1540
 TU1540  HORZ ORDER  -  THIRD
 TU1540
 TU1540.The horizontal coordinates were established by classical geodetic methods
 TU1540.and adjusted by the National Geodetic Survey in December 1998..
 TU1540.The horizontal coordinates are valid at the epoch date displayed above.
 TU1540.The epoch date for horizontal control is a decimal equivalence
 TU1540.of Year/Month/Day.
 TU1540
 TU1540.The orthometric height was scaled from a topographic map.
 TU1540
 TU1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1540
 TU1540.The geoid height was determined by GEOID03.
 TU1540
 TU1540;                    North         East     Units Scale Factor Converg.
 TU1540;SPC HI 3     -    46,060.402   480,247.137   MT  0.99999482   -0 04 12.6
 TU1540;UTM  04      - 2,386,841.267   583,777.115   MT  0.99968672   +0 17 51.7
 TU1540
 TU1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1540!SPC HI 3     -   0.99999753  x   0.99999482  =   0.99999235
 TU1540!UTM  04      -   0.99999753  x   0.99968672  =   0.99968425
 TU1540
 TU1540|---------------------------------------------------------------------|
 TU1540| PID    Reference Object                     Distance      Geod. Az  |
 TU1540|                                                           dddmmss.s |
 TU1540| CJ8775 LAND RM 1                            10.640 METERS 12632     |
 TU1540| TU1542 DOLLAR RADIO STATION TANK           APPROX. 0.6 KM 1991123.1 |
 TU1540| TU1541 KAWAIAPEI WINDSOCK                  214.594 METERS 20958     |
 TU1540| TU1548 CAMP                                APPROX. 2.1 KM 2212339.1 |
 TU1540| CJ8776 LAND RM 2                             8.890 METERS 23057     |
 TU1540| TU1555 TURTLE HEAD                         APPROX. 2.3 KM 2512801.3 |
 TU1540|---------------------------------------------------------------------|
 TU1540
 TU1540                          SUPERSEDED SURVEY CONTROL
 TU1540
 TU1540  NAD 83(1986)-  21 34 57.17508(N)    158 11 26.66500(W) AD(       ) 3
 TU1540  OLD HI      -  21 35 08.55800(N)    158 11 36.59400(W) AD(       ) 3
 TU1540
 TU1540.Superseded values are not recommended for survey control.
 TU1540.NGS no longer adjusts projects to the OLD HI datum.
 TU1540.See file dsdata.txt to determine how the superseded data were derived.
 TU1540
 TU1540_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8377786841(NAD 83)
 TU1540_MARKER: Z = SEE DESCRIPTION
 TU1540_SETTING: 0 = UNSPECIFIED SETTING
 TU1540
 TU1540  HISTORY     - Date     Condition        Report By
 TU1540  HISTORY     - 1932     MONUMENTED       CGS
 TU1540  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1540  HISTORY     - 1954     SEE DESCRIPTION  CGS
 TU1540  HISTORY     - 1958     SEE DESCRIPTION  USA
 TU1540  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1540
 TU1540                          STATION DESCRIPTION
 TU1540
 TU1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1540'STATION IS 5-3/4 MILES E OF KAENA POINT, ABOUT 170 METERS N OF THE
 TU1540'O.R. AND L. TRACKS, OPPOSITE AN EMERGENCY LANDING FIELD.
 TU1540'
 TU1540'R.M. 1 IS 1 FOOT W OF A WIRE FENCE.
 TU1540'
 TU1540'A U.S.E. SURVEY MARK WAS FOUND     16 METERS SW OF THE STATION.  IT
 TU1540'IS A CORRUGATED-IRON PIPE FILLED WITH CONCRETE WITH A BRASS PLATE
 TU1540'IN THE TOP.
 TU1540'
 TU1540'STATION MARK IS A STANDARD DISK SET IN CONCRETE.  UNDERGROUND
 TU1540'MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE 3 FEET BELOW
 TU1540'THE GROUND CONTAINING AT THE CENTER OF ITS UPPER SURFACE A GLASS
 TU1540'BOTTLE WITH NECK PROJECTING A LITTLE ABOVE THE CONCRETE.
 TU1540'
 TU1540'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1540
 TU1540                          STATION RECOVERY (1945)
 TU1540
 TU1540'RECOVERY NOTE BY US ARMY 1945
 TU1540'STATION IS 5-3/4 MILES E OF KAENA POINT, ABOUT 170 METERS N OF
 TU1540'RAILROAD TRACKS, ABOUT 400 YARDS W OF THE E END OF AIR STRIP, AND
 TU1540'300 YARDS N OF STRIP.  MARKS ARE IN GOOD CONDITION.
 TU1540
 TU1540                          STATION RECOVERY (1954)
 TU1540
 TU1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (GAN)
 TU1540'STATION FOUND, BUT CENTER DISK HAD BEEN REMOVED.  REFERENCE MARKS
 TU1540'FOUND INTACT.
 TU1540
 TU1540                          STATION RECOVERY (1958)
 TU1540
 TU1540'RECOVERY NOTE BY US ARMY 1958
 TU1540'STATION DESTROYED.  POINT IS COMPLETELY TORN OUT.  DISC SET IN
 TU1540'CONCRETE FOUND LAYING APPROXIMATELY 30 FEET NORTHWEST OF
 TU1540'ORIGINAL POSITION.
 TU1540
 TU1540                          STATION RECOVERY (1963)
 TU1540
 TU1540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1540'STATION WAS REPORTED DESTROYED IN 1958.
 TU1540'
 TU1540'THE ONLY MARK RECOVERED WAS REFERENCE MARK NUMBER TWO, WHICH
 TU1540'APPEARS TO BE SLIGHTLY TILTED.  STATION POINT WAS DETERMINED BY
 TU1540'DISTANCE AND ANGLE FROM THIS MARK, AND ALSO BY TRAVERSE FROM A
 TU1540'NEARBY PIPE MARKER OF THE STATE OF HAWAII SURVEY, AND A SEARCH
 TU1540'MADE FOR THE UNDERGROUND MARK.  A 5-FOOT-DEEP HOLE WAS DUG BUT IT
 TU1540'WAS NOT FOUND.  A BULLDOZER HAS BEEN IN THE AREA AND IT IS
 TU1540'BELIEVED TO HAVE BEEN DESTROYED.
 TU1540'
 TU1540'A CUT HAS BEEN MADE THROUGH THE SAND DUNE WHERE THE U.S. ENGINEERS
 TU1540'MARK WAS LOCATED AND THIS MARK IS BELIEVED TO HAVE BEEN DESTROYED.
 TU1540'
 TU1540'SAND HAS BEEN REMOVED FROM A LARGE AREA, BEGINNING AT THE LOCATION
 TU1540'OF REFERENCE MARK NUMBER ONE AND RUNNING EASTWARD.  THIS MARK
 TU1540'COULD NOT BE FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1810 ***********************************************************************
 TU1810  DESIGNATION -  LANI RESET=1023
 TU1810  PID         -  TU1810
 TU1810  STATE/COUNTY-  HI/KAUAI
 TU1810  USGS QUAD   -  HANAPEPE (1996)
 TU1810
 TU1810                         *CURRENT SURVEY CONTROL
 TU1810  ___________________________________________________________________
 TU1810* NAD 83(1993)-  21 56 59.49089(N)    159 35 11.87838(W)     ADJUSTED  
 TU1810* LOCAL TIDAL -       311.86   (meters)    1023.2    (feet)  LEVELING  
 TU1810  ___________________________________________________________________
 TU1810  EPOCH DATE  -        1993.62
 TU1810  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 TU1810  GEOID HEIGHT-          16.34  (meters)                     GEOID03
 TU1810
 TU1810  HORZ ORDER  -  SECOND
 TU1810  VERT ORDER  -  THIRD ?
 TU1810
 TU1810.The horizontal coordinates were established by classical geodetic methods
 TU1810.and adjusted by the National Geodetic Survey in December 1998..
 TU1810.The horizontal coordinates are valid at the epoch date displayed above.
 TU1810.The epoch date for horizontal control is a decimal equivalence
 TU1810.of Year/Month/Day.
 TU1810
 TU1810.The orthometric height was determined by differential leveling.
 TU1810.The vertical network tie was performed by a horz. field party for horz.
 TU1810.obs reductions. Reset procedures were used to establish the elevation.
 TU1810
 TU1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1810
 TU1810.The geoid height was determined by GEOID03.
 TU1810
 TU1810;                    North         East     Units Scale Factor Converg.
 TU1810;SPC HI 4     -    12,905.102   491,051.048   MT  0.99999099   -0 01 56.6
 TU1810;UTM  04      - 2,427,392.940   439,425.227   MT  0.99964534   -0 13 09.4
 TU1810
 TU1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1810!SPC HI 4     -   0.99994842  x   0.99999099  =   0.99993941
 TU1810!UTM  04      -   0.99994842  x   0.99964534  =   0.99959378
 TU1810
 TU1810|---------------------------------------------------------------------|
 TU1810| PID    Reference Object                     Distance      Geod. Az  |
 TU1810|                                                           dddmmss.s |
 TU1810| CJ8778 LANI WM 2 CROSS                      18.017 METERS 01335     |
 TU1810| CJ8779 LANI RM 2                            18.022 METERS 01336     |
 TU1810| TU1791 ALEX                                APPROX. 6.5 KM 0860217.6 |
 TU1810| CJ8777 LANI RM 1                             9.757 METERS 13615     |
 TU1810| TU1800 NUMILA RADIO STATION KUAI MAST      APPROX. 7.3 KM 1531943.8 |
 TU1810| TU1803 MCBRYDE SUGAR MILL STACK            APPROX. 6.4 KM 1535109.8 |
 TU1810| TU1813 HANAPEPE BREAKWATER LIGHT           APPROX. 5.9 KM 1842616.9 |
 TU1810| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 5.7 KM 2310649.2 |
 TU1810|---------------------------------------------------------------------|
 TU1810
 TU1810                          SUPERSEDED SURVEY CONTROL
 TU1810
 TU1810  NAD 83(1986)-  21 56 59.46132(N)    159 35 11.90053(W) AD(       ) 2
 TU1810  OLD HI      -  21 57 10.74000(N)    159 35 21.95300(W) AD(       ) 2
 TU1810
 TU1810.Superseded values are not recommended for survey control.
 TU1810.NGS no longer adjusts projects to the OLD HI datum.
 TU1810.See file dsdata.txt to determine how the superseded data were derived.
 TU1810
 TU1810_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3942527393(NAD 83)
 TU1810
 TU1810  HISTORY     - Date     Condition        Report By
 TU1810  HISTORY     - UNK      MONUMENTED       USGS
 TU1810  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1810  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1810  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1810  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1810  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1810  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU1810  HISTORY     - 1983     GOOD             USPSQD
 TU1810  HISTORY     - 1988     GOOD             USPSQD
 TU1810
 TU1810                          STATION DESCRIPTION
 TU1810
 TU1810'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1810'IN THE SOUTHERN PART OF KAUAI, ON PUULANI, A CONSPICUOUS BARE,
 TU1810'CONICAL RED HILL, ABOUT 3 MILES NORTH OF ELEELE.  THE STATION,
 TU1810'WHICH IS IDENTICAL WITH THE OLD HAWAIIAN GOVERNMENT SURVEY
 TU1810'STATION, IS AT THE CENTER OF THE SUMMIT, AND IS APPROACHED BY
 TU1810'A ROAD LEADING FROM HANAPEPE VILLAGE UP THROUGH THE CANE FIELDS
 TU1810'AND ALONG THE EDGE OF THE GULCH OF THE WEST FORK OF THE HANAPEPE
 TU1810'RIVER.  MARKED ORIGINALLY BY A 3-INCH GALVANIZED IRON PIPE SET
 TU1810'IN CEMENT.  RE-MARKED BY STANDARD UNITED STATES GEOLOGICAL
 TU1810'SURVEY BRONZE TABLET SET IN CONCRETE FLUSH WITH SURFACE OF
 TU1810'GROUND.  REFERENCE MARKS ARE AS FOLLOWS--NO. 1, CROSS CUT IN
 TU1810'ROCK AT SURFACE, 32.8 FEET FROM STATION IN AZIMUTH 316 DEG
 TU1810'18 MIN.  NO. 2, CROSS CUT IN ROCK, 60.2 FEET IN AZIMUTH 193
 TU1810'DEG 41 MIN.  NO. 3, CROSS CUT IN ROCK 28.8 FEET IN AZIMUTH
 TU1810'261 DEG 22 MIN.  ALL REFERENCE MARKS ARE SOME 10 FEET LOWER
 TU1810'THAN STATION AND DISTANCES GIVEN WERE MEASURED ON THE SLOPE.
 TU1810'IN 1926, REFERENCE MARK NO. 1, OR NO. 3 (NOT KNOWN
 TU1810'WHICH), WAS RE-MARKED WITH UNITED STATES COAST AND GEODETIC
 TU1810'SURVEY STANDARD DISK REFERENCE MARK.
 TU1810
 TU1810                          STATION RECOVERY (1961)
 TU1810
 TU1810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU1810'THE STATION AND ONE REFERENCE MARK WAS RECOVERED IN GOOD
 TU1810'CONDITION.  THE REFERENCE MARK IS STAMPED LANI NO 1 1926.
 TU1810'
 TU1810'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 50
 TU1810'AND MIO STREET IN HANAPEPE, GO NORTH ON MIO ST., THROUGH HANAPEPE
 TU1810'HEIGHTS, TO THE END OF PAVEMENT.  CONTINUE STRAIGHT AHEAD
 TU1810'THROUGH CANE FIELDS TO A CROSSROAD.  GO STRAIGHT AHEAD, ALONG A
 TU1810'FENCE LINE ON RIGHT TO AN IRRIGATION DITCH AND TURN A SHARP
 TU1810'LEFT AND CONTINUE ALONG IRRIGATION DITCH.  TAKE FIRST RIGHT
 TU1810'TURN, CROSSING THE IRRIGATION DITCH, AND PROCEED TO THE CORNER
 TU1810'OF THE CANE FIELD AND ANOTHER IRRIGATION DITCH.  FROM THIS
 TU1810'POINT, PACK NORTHERLY, TO THE HIGH POINT OF PUU LANI AND THE
 TU1810'STATION.  A 10 MINUTE PACK.
 TU1810'
 TU1810'IT IS POSSIBLE TO DRIVE CLOSER TO THE STATION BY UTILIZING
 TU1810'ROADWAYS OF THE GAY-ROBINSON RANCH, BUT KEYS MUST BE OBTAINED
 TU1810'FROM THE RANCH HEADQUARTERS IN ORDER TO PASS THROUGH LOCKED GATES.
 TU1810
 TU1810                          STATION RECOVERY (1961)
 TU1810
 TU1810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU1810'STATION NOT OCCUPIED, REFERENCE MARKS NOT REMEASURED.
 TU1810'
 TU1810'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED.  THE
 TU1810'STATION MARK NOW HAS A 6-FOOT SQUARE CONCRETE PLATFORM AROUND IT
 TU1810'AND A 2-FOOT CONCRETE MONUMENT OVER IT.  THE MONUMENT HAS A 2-
 TU1810'INCH OPENING DOWN THROUGH IT AND A SLOT UNDER IT.
 TU1810'
 TU1810'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 TU1810'MOI ROAD AT THE WEST EDGE OF HANAPEPE, GO NORTH ON MOI ROAD FOR
 TU1810'1.45 MILES TO A T-INTERSECTION.  TURN LEFT AND GO 50 FEET TO A
 TU1810'FORK.  TAKE THE RIGHT FORK AND GO 1.0 MILE TO A T-ROAD.  CONTINUE
 TU1810'STRAIGHT AHEAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 TU1810'0.7 MILE TO THE END OF TRUCK TRAVEL AT A SHARP CURVE IN
 TU1810'ROAD.  PACK NORTH ACROSS IRREGATION CANAL AND UP HILL TO
 TU1810'HIGHEST POINT AND THE STATION.  A 10-MINUTE PACK.
 TU1810
 TU1810                          STATION RECOVERY (1962)
 TU1810
 TU1810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1810'THE STATION MARK AND 2 REFERENCE MARKS WERE RECOVERED AND FOUND
 TU1810'TO BE IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 TU1810'
 TU1810'THE STATION IS IN THE SOUTHERN PART OF KAUAI ON PUULANI, A
 TU1810'CONSPICUOUS, CONICAL RED HILL, 3 MILES NORTH OF ELEELE AND 5
 TU1810'MILES EAST OF WAIMEA.  THERE ARE SOME TREES ON THE NORTHWEST
 TU1810'SIDE OF THE STATION HILL.
 TU1810'
 TU1810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND
 TU1810'MOI STREET, AT THE WEST SIDE OF HANAPEPE, GO NORTH ON MOI STREET
 TU1810'THROUGH HANAPEPE HEIGHTS FOR 1.0 MILE TO THE END OF THE PAVED
 TU1810'STREET.  CONTINUE STRAIGHT AHEAD, NORTH ON A FIELD ROAD BETWEEN
 TU1810'CANE FIELDS FOR 0.4 MILE TO A CROSSROAD.  CONTINUE ACROSS THE
 TU1810'ROAD BEARING TO THE LEFT, NORTH ON THE EAST SIDE OF A CANE
 TU1810'FIELD AND WEST SIDE OF KAPAHILI GULCH FOR 1.1 MILES TO A BRIDGE
 TU1810'ACROSS AN IRRIGATION DITCH.  TURN RIGHT CROSSING THE
 TU1810'IRRIGATION DITCH ON A CANE FIELD ROAD AND CONTINUE FOR 0.7
 TU1810'MILE TO THE CORNER OF THE CANE FIELD AND ANOTHER IRRIGATION DITCH
 TU1810'WHERE THE ROAD TURNS LEFT, WEST, AND THE END OF TRUCK TRAVEL.
 TU1810'FROM THIS POINT PACK NORTHERLY TO THE HIGHEST POINT AND THE
 TU1810'STATION.  A 10 MINUTE PACK.  IT IS ALSO POSSIBLE TO DRIVE
 TU1810'TO THE STATION BY CONTINUING ON THE FIELD ROAD WEST FOR 0.9 MILE
 TU1810'TO A BRIDGE ACROSS AN IRRIGATION DITCH AND A LOCKED GATE.  (KEY
 TU1810'MUST BE OBTAINED FROM GAY-ROBINSON RANCH HEADQUARTERS AT
 TU1810'MAKAWELI).  PASS THROUGH THE GATE, UP HILL, ON A BLADED ROAD,
 TU1810'NORTHERLY FOR 0.5 MILE TO A FORK.  TURN LEFT AND CONTINUE FOR 0.5
 TU1810'MILE TO A REVERSE-Y JUST BEFORE REACHING THE TOP OF THE RIDGE.
 TU1810'TURN SHARP RIGHT, SOUTHERLY, ON A TRACK ROAD AND CONTINUE 0.4
 TU1810'MILE TO THE STATION ON THE TOP OF A SMALL HILL.
 TU1810'
 TU1810'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK,
 TU1810'STAMPING UNKNOWN, IN CONCRETE FLUSH WITH THE SURFACE OF THE
 TU1810'GROUND.  THE MARK HAS A SUPERSTRUCTURE TYPE B MONUMENT BUILT
 TU1810'OVER THE MARK.
 TU1810'
 TU1810'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LANI 1926, SET IN
 TU1810'OUTCROPPING BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND.  THE
 TU1810'MARK IS 5 FEET LOWER THAN THE STATION MARK.  NOTE--IN 1926
 TU1810'REFERENCE MARK 1 A CROSS CUT IN THE ROCK WAS REMARKED WITH A
 TU1810'STANDARD REFERENCE MARK DISK.
 TU1810'
 TU1810'REFERENCE MARK 2 IS A CROSS CUT IN A 3 BY 3 FOOT OUTCROPPING
 TU1810'BEDROCK PROJECTING 18 INCHES. IT IS 9 FEET LOWER THAN THE STATION
 TU1810'MARK.
 TU1810
 TU1810                          STATION RECOVERY (1965)
 TU1810
 TU1810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1810'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU1810'GOOD CONDITION.  REFERENCE CROSS NUMBER TWO WAS RECOVERED, IT
 TU1810'WAS QUITE INDISTINCT AND A NEW REFERENCE MARK, NUMBER TWO, WAS
 TU1810'SET AT ITS CENTER.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1810'
 TU1810'STATION IS LOCATED ABOUT 3 MILES DUE NORTH OF ELEELE ON A HILL
 TU1810'OF ABOUT 1023 FEET ELEVATION, KNOWN AS PUULANI, WHICH IS COVERED
 TU1810'WITH TREES, EXCEPT FOR A SMALL BARE AREA ON THE EAST END, WHERE
 TU1810'STATION IS LOCATED.  THERE IS A CINDER PIT AT NORTHWEST BASE OF
 TU1810'HILL.
 TU1810'
 TU1810'TO REACH STATION FROM THE POST OFFICE AT KAUMAKANI, GO WEST
 TU1810'ON STATE HIGHWAY 50 FOR 0.8 MILE.  TURN RIGHT AT CROSSROAD AND
 TU1810'FOLLOW MAIN CANE FIELD ROAD NORTHEAST FOR 2.7 MILES TO LOCKED GATE
 TU1810'ON LEFT FORK.  PASS THROUGH GATE AND CONTINUE FOR 1.1 MILES TO
 TU1810'FORK AT CINDER PIT.  TAKE SHARP RIGHT FORK AND FOLLOW DOWN ALONG
 TU1810'EDGE OF TREES FOR 0.2 MILE.  TAKE LEFT FORK, UP HILLSIDE, FOR
 TU1810'0.05 MILE.  TAKE DIM RIGHT FORK AND GO EAST 0.1 MILE TO STATION
 TU1810'ON END OF HILL.
 TU1810'
 TU1810'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 1023,
 TU1810'SET IN CONCRETE 6 INCHES BENEATH THE 6 X 6-FOOT, CONCRETE
 TU1810'PLATFORM, WHICH IS FLUSH WITH GROUND, OF A TYPE B-1 SIGNAL BUILT
 TU1810'BY THE HAWAII TERRITORIAL SURVEY IN 1930.
 TU1810'
 TU1810'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LANI NO 1
 TU1810'1926, CEMENTED IN A DRILL HOLE, AT THE CENTER OF OLD REFERENCE
 TU1810'CROSS 1, IN A SMALL, ROUNDED, ROCK OUTCROP THAT PROJECTS 2
 TU1810'INCHES.  IT IS DOWN ON THE EAST SLOPE OF THE HILLSIDE, 4.7 FEET
 TU1810'LOWER THAN STATION MARK.
 TU1810'
 TU1810'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LANI 1910
 TU1810'1926 NO 2 1965, CEMENTED IN A DRILL HOLE, AT THE CENTER OF OLD
 TU1810'REFERENCE CROSS 2, IN A 30-INCH ROCK OUTCROP THAT PROJECTS 2
 TU1810'FEET ON THE LOWER SIDE.  IT IS ALONG THE NORTHEAST EDGE OF THE
 TU1810'HILL AND IS 5.8 FEET LOWER THAN STATION MARK.
 TU1810'
 TU1810'NOTE--KEY FOR LOCKED GATE MAY BE OBTAINED AT THE GAY-ROBINSON
 TU1810'RANCH HEADQUARTERS 0.8 MILE WEST ON STATE HIGHWAY 50 FROM THE
 TU1810'MAKAWELI POST OFFICE, THENCE 0.5 MILE NORTHERLY ON FARM DRIVE.
 TU1810
 TU1810                          STATION RECOVERY (1968)
 TU1810
 TU1810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU1810'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 TU1810'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTIONS
 TU1810'TO BOTH REFERENCE MARKS WERE VERIFIED BUT A DISCREPANCY WAS NOTED
 TU1810'IN THE DISTANCES.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND
 TU1810'TO BE .006 METER LONGER THAN THE MEASUREMENT OBTAINED IN 1965
 TU1810'AND THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .010
 TU1810'METER LONGER.  THE 1968 MEASUREMENTS WERE CHECKED IN THE FIELD
 TU1810'AND FOUND TO BE CORRECT.  A NEW DESCRIPTION FOLLOWS--
 TU1810'
 TU1810'THE STATION IS LOCATED ATOP A LOW HILL THAT IS COVERED WITH
 TU1810'TREES AND BRUSH ON THE WEST SIDE AND BARE ON THE EAST, ABOUT
 TU1810'6.1 MILES EAST OF WAIMEA, 5.2 MILES NORTHWEST OF KALAHEO AND 3.3
 TU1810'MILES NORTH OF HANAPEPE.
 TU1810'
 TU1810'TO REACH THE STATION FROM THE U.S. POST OFFICE AT HANAPEPE, GO
 TU1810'SOUTH ON KOULA ROAD FOR 0.1 MILE TO STATE HIGHWAY 50.  TURN
 TU1810'RIGHT AND GO WEST ON STATE HIGHWAY 50 FOR 0.4 MILE TO A ROAD ON
 TU1810'THE RIGHT.  TURN RIGHT, AS PER SIGN, HANAPEPE HEIGHTS AND GO
 TU1810'NORTH FOR 0.05 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD,
 TU1810'NORTH, ON MOI ROAD FOR 1.0 MILE TO THE END OF THE
 TU1810'PAVEMENT.  CONTINUE STRAIGHT AHEAD, NORTH, ON A DIRT ROAD FOR
 TU1810'0.05 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, NORTH, FOR
 TU1810'1.1 MILES TO A CROSSROAD.  THEN RIGHT, CROSSING A BRIDGE OVER AN
 TU1810'IRRIGATION CANAL AND GO NORTHERLY FOR 0.8 MILE TO A SHARP TURN
 TU1810'IN THE ROAD AT THE CORNER OF A CANE FIELD.  PACK NORTHERLY,
 TU1810'CROSSING AN IRRIGATION CANAL AND A FENCE, FOR ABOUT 10 MINUTES TO
 TU1810'THE TOP OF THE HILL AND THE STATION MARK.
 TU1810'
 TU1810'THE STATION MARK IS COVERED WITH A TYPE B SUPERSTRUCTURE AND IS
 TU1810'NOT ACCESSABLE FOR INSPECTION.  IT IS ON THE HIGHEST POINT OF
 TU1810'THE HILL. THE INSTRUMENT WAS PLUMBED OVER THE CENTER OF THE
 TU1810'TOP OF THE PIPE THAT SUPPORTS THE TARGET.
 TU1810'
 TU1810'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LANI 1926 NO 1,
 TU1810'CEMENTED IN A DRILL HOLE IN A SMALL BOULDER THAT IS FLUSH WITH
 TU1810'THE SURFACE OF THE GROUND.  IT IS ABOUT 6 FEET LOWER IN ELEVATION
 TU1810'THAN THE STATION MARK AND IS NOT VISIBLE FROM THE STATION MARK
 TU1810'AT INSTRUMENT HEIGHT.
 TU1810'
 TU1810'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LANI 1910 1926
 TU1810'NO 2 1965, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 TU1810'PROJECTS ABOUT 18 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 TU1810'ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION MARK AND IS NOT
 TU1810'VISIBLE FROM THE STATION MARK AT INSTRUMENT HEIGHT.
 TU1810'
 TU1810'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1810'
 TU1810'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1810'3.3 MILES NORTH OF HANAPEPE.
 TU1810
 TU1810                          STATION RECOVERY (1983)
 TU1810
 TU1810'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1810'STATION RECOVERED GOOD - STATION IN USE IN 1983 PER COUNTY SURVEYOR
 TU1810'NOT VISITED.
 TU1810
 TU1810                          STATION RECOVERY (1988)
 TU1810
 TU1810'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1072 ***********************************************************************
 TU1072  DESIGNATION -  LANIKAI RESET
 TU1072  PID         -  TU1072
 TU1072  STATE/COUNTY-  HI/HONOLULU
 TU1072  USGS QUAD   -  MOKAPU (1983)
 TU1072
 TU1072                         *CURRENT SURVEY CONTROL
 TU1072  ___________________________________________________________________
 TU1072* NAD 83(1993)-  21 23 44.68352(N)    157 43 13.26704(W)     ADJUSTED  
 TU1072* LOCAL TIDAL -        20.     (meters)      66.     (feet)  SCALED    
 TU1072  ___________________________________________________________________
 TU1072  EPOCH DATE  -        1993.62
 TU1072  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 TU1072  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1072
 TU1072  HORZ ORDER  -  THIRD
 TU1072
 TU1072.The horizontal coordinates were established by classical geodetic methods
 TU1072.and adjusted by the National Geodetic Survey in December 1998..
 TU1072.The horizontal coordinates are valid at the epoch date displayed above.
 TU1072.The epoch date for horizontal control is a decimal equivalence
 TU1072.of Year/Month/Day.
 TU1072
 TU1072.The orthometric height was scaled from a topographic map.
 TU1072
 TU1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1072
 TU1072.The geoid height was determined by GEOID03.
 TU1072
 TU1072;                    North         East     Units Scale Factor Converg.
 TU1072;SPC HI 3     -    25,389.323   528,997.585   MT  1.00000039   +0 06 07.3
 TU1072;UTM  04      - 2,366,487.332   632,646.738   MT  0.99981742   +0 28 00.8
 TU1072
 TU1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1072!SPC HI 3     -   0.99999439  x   1.00000039  =   0.99999478
 TU1072!UTM  04      -   0.99999439  x   0.99981742  =   0.99981182
 TU1072
 TU1072|---------------------------------------------------------------------|
 TU1072| PID    Reference Object                     Distance      Geod. Az  |
 TU1072|                                                           dddmmss.s |
 TU1072| CJ8780 LANIKAI RM 1                          4.668 METERS 05924     |
 TU1072| TU1071 CHISELED CROSS 1963                   2.173 METERS 11203     |
 TU1072| CJ8781 LANIKAI RM 2                          2.853 METERS 13948     |
 TU1072| TU1056 MOKAPU RESET                        APPROX. 6.6 KM 3493307.8 |
 TU1072|---------------------------------------------------------------------|
 TU1072
 TU1072                          SUPERSEDED SURVEY CONTROL
 TU1072
 TU1072  NAD 83(1986)-  21 23 44.63360(N)    157 43 13.27495(W) AD(       ) 3
 TU1072  OLD HI      -  21 23 56.05400(N)    157 43 23.16000(W) AD(       ) 3
 TU1072
 TU1072.Superseded values are not recommended for survey control.
 TU1072.NGS no longer adjusts projects to the OLD HI datum.
 TU1072.See file dsdata.txt to determine how the superseded data were derived.
 TU1072
 TU1072_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3264766487(NAD 83)
 TU1072
 TU1072  HISTORY     - Date     Condition        Report By
 TU1072  HISTORY     - 1963     MONUMENTED       CGS
 TU1072  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1072
 TU1072                          STATION DESCRIPTION
 TU1072
 TU1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1072'A 4-INCH, CHISELED CROSS IN BEDROCK, SURROUNDED BY A 12-INCH
 TU1072'CEMENT RING WITH LANIKAI FREDERICK INSCRIBED IN IT WAS
 TU1072'RECOVERED.  DATA RECORDED IN FIELD BOOK NO. 1539 OF THE HAWAII
 TU1072'STATE SURVEY OFFICE SHOWS THIS CROSS TO BE THE STATION MARK.  A
 TU1072'STATION DISK WAS SET AT THE EXACT CENTER OF THE CROSS AND TWO
 TU1072'REFERENCE MARKS, NUMBERS ONE AND TWO, WERE ESTABLISHED.  A
 TU1072'COMPLETE DESCRIPTION FOLLOWS--
 TU1072'
 TU1072'STATION IS LOCATED BETWEEN KAILUA AND LANIKAI, ON ALALA POINT,
 TU1072'ON THE RISE OVER-LOOKING THE EAST END OF KAILUA BEACH PARK, ALONG
 TU1072'THE NORTH SIDE OF ALALA DRIVE AND AT THE WEST SIDE OF LANIKAI
 TU1072'MONUMENT, AN 18-FOOT-HIGH, CYLINDRICAL, STONE AND CEMENT MONUMENT.
 TU1072'
 TU1072'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF KAILUA
 TU1072'ROAD AND KUULEI ROAD IN KAILUA, GO EASTERLY ON KAILUA ROAD FOR
 TU1072'0.5 MILE TO FORK AT TRAFFIC LIGHT.  TAKE LEFT FORK AND GO 0.5
 TU1072'MILE TO FORK AT FOODLAND STORE.  TAKE RIGHT FORK AND GO 0.8 MILE
 TU1072'TO STATION ON LEFT AT TOP OF RISE.
 TU1072'
 TU1072'STATION MARK IS A STANDARD DISK STAMPED LANIKAI 1952, CEMENTED IN
 TU1072'A DRILL HOLE IN A BEDROCK LEDGE.  IT IS SURROUNDED BY A
 TU1072'12-INCH-DIAMETER CEMENT RING WITH LANIKAI FREDERICK INSCRIBED IN
 TU1072'IT.  THE MARK IS 7.13 FEET WEST-NORTHWEST OF A CHISELED CROSS IN
 TU1072'THE BASE OF THE LANIKAI MONUMENT, 30.5 FEET NORTH OF THE CENTER
 TU1072'LINE OF ALALA ROAD, 4 FEET EAST OF EAST END OF GUARD RAIL, 22.85
 TU1072'FEET EAST-NORTHEAST OF CENTER OF A MUTUAL TELEPHONE COMPANY
 TU1072'MANHOLE COVER, AND 35 FEET SOUTHWEST OF THE WEST END OF THE HOUSE
 TU1072'AT 726 ALALA DRIVE.
 TU1072'
 TU1072'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LANIKAI NO
 TU1072'1 1952 1963, CEMENTED IN A DRILL HOLE IN THE LOWER, SLOPING PART
 TU1072'OF THE SAME BEDROCK LEDGE THAT THE STATION IS IN.  IT IS 3 FEET
 TU1072'NORTHWEST OF THE EDGE OF THE BASE OF THE LANIKAI MONUMENT AND
 TU1072'2.7 FEET LOWER THAN STATION MARK.
 TU1072'
 TU1072'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LANIKAI NO
 TU1072'2 1952 1963, CEMENTED IN A DRILL HOLE IN THE BEDROCK LEDGE AT THE
 TU1072'SOUTH SIDE OF THE LANIKAI MONUMENT.  1 FOOT SOUTH OF THE BOTTOM
 TU1072'OF THE MONUMENT BASE, 6 FEET NORTH OF THE EDGE OF THE SIDEWALK,
 TU1072'3 FEET HIGHER THAN THE SIDEWALK, AND 1.2 FEET HIGHER THAN
 TU1072'STATION MARK.
 TU1072'
 TU1072'CHISELED CROSS IS A 2-INCH CROSS CUT INTO THE TOP OF THE STONE
 TU1072'BASE OF THE LANIKAI MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1171 ***********************************************************************
 TU1171  DESIGNATION -  LANIPO
 TU1171  PID         -  TU1171
 TU1171  STATE/COUNTY-  HI/HONOLULU
 TU1171  USGS QUAD   -  KOKO HEAD (1983)
 TU1171
 TU1171                         *CURRENT SURVEY CONTROL
 TU1171  ___________________________________________________________________
 TU1171* NAD 83(1993)-  21 19 54.39724(N)    157 45 34.99159(W)     ADJUSTED  
 TU1171* LOCAL TIDAL -       799.     (meters)    2621.     (feet)  SCALED    
 TU1171  ___________________________________________________________________
 TU1171  EPOCH DATE  -        1993.62
 TU1171  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 TU1171  GEOID HEIGHT-          16.01  (meters)                     GEOID03
 TU1171
 TU1171  HORZ ORDER  -  SECOND
 TU1171
 TU1171.The horizontal coordinates were established by classical geodetic methods
 TU1171.and adjusted by the National Geodetic Survey in December 1998..
 TU1171.The horizontal coordinates are valid at the epoch date displayed above.
 TU1171.The epoch date for horizontal control is a decimal equivalence
 TU1171.of Year/Month/Day.
 TU1171
 TU1171.The orthometric height was scaled from a topographic map.
 TU1171
 TU1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1171
 TU1171.The geoid height was determined by GEOID03.
 TU1171
 TU1171;                    North         East     Units Scale Factor Converg.
 TU1171;SPC HI 3     -    18,299.894   524,926.202   MT  0.99999767   +0 05 14.7
 TU1171;UTM  04      - 2,359,373.495   628,621.277   MT  0.99980443   +0 27 04.5
 TU1171
 TU1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1171!SPC HI 3     -   0.99987192  x   0.99999767  =   0.99986959
 TU1171!UTM  04      -   0.99987192  x   0.99980443  =   0.99967637
 TU1171
 TU1171|---------------------------------------------------------------------|
 TU1171| PID    Reference Object                     Distance      Geod. Az  |
 TU1171|                                                           dddmmss.s |
 TU1171| CJ8782 LANIPO RM 1                           1.822 METERS 05036     |
 TU1171| CJ8783 LANIPO RM 2                           8.800 METERS 26805     |
 TU1171| TU1112 HEEIA                               APPROX.14.1 KM 3322945.2 |
 TU1171| TU1101 RADIO TOWER 2                       APPROX.11.6 KM 3363418.7 |
 TU1171|---------------------------------------------------------------------|
 TU1171
 TU1171                          SUPERSEDED SURVEY CONTROL
 TU1171
 TU1171  NAD 83(1986)-  21 19 54.34779(N)    157 45 35.00096(W) AD(       ) 2
 TU1171  OLD HI      -  21 20 05.75400(N)    157 45 44.88000(W) AD(       ) 2
 TU1171
 TU1171.Superseded values are not recommended for survey control.
 TU1171.NGS no longer adjusts projects to the OLD HI datum.
 TU1171.See file dsdata.txt to determine how the superseded data were derived.
 TU1171
 TU1171_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2862159373(NAD 83)
 TU1171_MARKER: Z = SEE DESCRIPTION
 TU1171_SETTING: 0 = UNSPECIFIED SETTING
 TU1171
 TU1171  HISTORY     - Date     Condition        Report By
 TU1171  HISTORY     - 1927     MONUMENTED       CGS
 TU1171  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1171
 TU1171                          STATION DESCRIPTION
 TU1171
 TU1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1171'IN SOUTHEASTERN OAHU, ON SUMMIT OF KOOLAU RANGE, ABOUT 100
 TU1171'YARDS WEST OF THE HIGHEST POINT OF PUU LANIPO, ON A FLAT SPOT
 TU1171'ON THE RIDGE.  IT IS BEST REACHED BY DRIVING TO THE HIGHEST
 TU1171'POINT ON WILHELMINA RISE (ABOVE KAIMUKI) AND TAKING ON FOOT
 TU1171'THE RIDGE WHICH LEADS DIRECTLY OFF THIS RISE UP TO THE SUMMIT
 TU1171'OF THE KOOLAU RANGE.  AFTER REACHING THE DIVIDE OF THE RANGE,
 TU1171'TURN EAST (RIGHT) AND GO ON UP TO THE STATION, DISTANT 1/2
 TU1171'MILE OR LESS.  STATION ESTABLISHED BY UNITED STATES ENGINEERS,
 TU1171'AND MARKED BY THEM WITH A UNITED STATES ENGINEERS RECTANGULAR
 TU1171'BRASS PLATE, SET IN CONCRETE IN A 5-INCH PIPE EMBEDDED IN
 TU1171'GROUND.  REFERENCE MARKS, NOTE 13A, STANDARD REFERENCE
 TU1171'DISKS IN CONCRETE IN TILES, WERE SET AT THE FOLLOWING
 TU1171'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 1.822 METERS (5.98
 TU1171'FEET), 230 DEG 36 MIN.  NO. 2, 8.800 METERS (28.87
 TU1171'FEET), 88 DEG 05 MIN.  RE-MARKED ACCORDING TO NOTE 14X IN 1929.
 TU1171
 TU1171                          STATION RECOVERY (1964)
 TU1171
 TU1171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1171'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU1171'GUY-CABLES OF THE TYPE 14X SIGNAL HAVE RUSTED AWAY AND THE TARGET
 TU1171'LAYS BY THE STATION MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1171'
 TU1171'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF WAIMANALO
 TU1171'AND 3-1/4 MILES SOUTHEAST OF NUUANU PALI, ON PUU LANIPO, A
 TU1171'DOUBLE-TOPPED HILL OF ABOUT 2621 FEET ELEVATION ON THE KOOLAU
 TU1171'MOUNTAIN RANGE, ABOUT 1/4-MILE WEST OF 6 WOODEN POWER LINE POLES
 TU1171'THAT SET IN A SADDLE.
 TU1171'
 TU1171'TO REACH STATION FROM THE TRAFFIC LIGHT AT INTERSECTION OF W. HIND
 TU1171'DRIVE IN AINA HAINA, GO WEST ON KALANIANAOLE HIGHWAY FOR 1.2
 TU1171'MILES.  TURN RIGHT AND GO UP RIDGE ON LAUKAHI STREET FOR 1.0 MILE
 TU1171'TO LOCKED GATE AT END OF STREET.  (KEY MAY BE OBTAINED AT BISHOP
 TU1171'ESTATE OFFICE IN HONOLULU).  PASS THROUGH GATE AND GO 3.3 MILES
 TU1171'ON GOOD TRACK ROAD TO END OF ROAD.  PACK ON GOOD TRAIL UP ALONG
 TU1171'RIDGE FOR ABOUT 3/4 MILE TO CREST OF MAIN RANGE.  GO LEFT ON
 TU1171'TRAIL ALONG RIDGE FOR ABOUT 1/4 MILE TO THE 6-WIRE POWER LINE.
 TU1171'CONTINUE UP ALONG RIDGE LINE ABOUT 1/4 MILE TO STATION ON
 TU1171'SECOND HILL PAST THE POWER LINE.
 TU1171'
 TU1171'STATION MARK IS A 3 X 4-INCH BRASS PLATE OF THE U.S. ARMY
 TU1171'ENGINEERS, STAMPED LANIPO 1927, SET IN THE TOP OF A CONCRETE-FILLED,
 TU1171'5-INCH, SOIL PIPE THAT IS SET IN A MASS OF CONCRETE
 TU1171'AND PROJECTS 5 INCHES ABOVE GROUND.  IT IS ABOUT 100 YARDS WEST
 TU1171'FROM THE HIGH END OF THE RIDGE, SET IN A SLIGHT DIP, ABOUT 20
 TU1171'YARDS EAST OF WHERE THE HILL DROPS STEEPLY DOWN TO WEST.
 TU1171'
 TU1171'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LANIPO
 TU1171'NO 1 SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT
 TU1171'PROJECTS 10 INCHES ABOVE GROUND.  THERE IS A THIN, CONCRETE
 TU1171'COLLAR AROUND THE PIPE ABOUT 2 INCHES ABOVE GROUND.  THE MARK
 TU1171'IS 2 FEET NORTH OF THE TRAIL AND ABOUT 4 INCHES LOWER THAN
 TU1171'STATION MARK.
 TU1171'
 TU1171'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LANIPO
 TU1171'NO 2 SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT
 TU1171'PROJECTS 1 FOOT ABOVE GROUND.  IT IS SET IN THE TRAIL AND IS
 TU1171'ABOUT 2 FEET HIGHER THAN THE STATION MARK.
 TU1171'
 TU1171'NOTE--PACKING TIME ABOUT 2 HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0761 ***********************************************************************
 TU0761  DESIGNATION -  LAPA
 TU0761  PID         -  TU0761
 TU0761  STATE/COUNTY-  HI/KAUAI
 TU0761  USGS QUAD   -  MAKAHA POINT (1983)
 TU0761
 TU0761                         *CURRENT SURVEY CONTROL
 TU0761  ___________________________________________________________________
 TU0761* NAD 83(1993)-  22 04 05.81862(N)    159 46 28.37657(W)     ADJUSTED  
 TU0761* LOCAL TIDAL -        27.182  (meters)      89.18   (feet)  ADJ UNCH  
 TU0761  ___________________________________________________________________
 TU0761  EPOCH DATE  -        1993.62
 TU0761  LAPLACE CORR-           6.92  (seconds)                    DEFLEC99
 TU0761  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0761
 TU0761  HORZ ORDER  -  SECOND
 TU0761  VERT ORDER  -  SECOND    CLASS 0
 TU0761
 TU0761.The horizontal coordinates were established by classical geodetic methods
 TU0761.and adjusted by the National Geodetic Survey in December 1998..
 TU0761.The horizontal coordinates are valid at the epoch date displayed above.
 TU0761.The epoch date for horizontal control is a decimal equivalence
 TU0761.of Year/Month/Day.
 TU0761
 TU0761.The orthometric height was key entered from printed documents
 TU0761.and not key verified.
 TU0761
 TU0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0761
 TU0761.The geoid height was determined by GEOID03.
 TU0761
 TU0761;                    North         East     Units Scale Factor Converg.
 TU0761;SPC HI 4     -    26,041.127   471,663.273   MT  0.99999992   -0 06 11.3
 TU0761;UTM  04      - 2,440,587.903   420,086.965   MT  0.99967890   -0 17 27.7
 TU0761
 TU0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0761!SPC HI 4     -   0.99999320  x   0.99999992  =   0.99999312
 TU0761!UTM  04      -   0.99999320  x   0.99967890  =   0.99967210
 TU0761
 TU0761|---------------------------------------------------------------------|
 TU0761| PID    Reference Object                     Distance      Geod. Az  |
 TU0761|                                                           dddmmss.s |
 TU0761| TU0764 LAPA RM 1                            19.087 METERS 19353     |
 TU0761| TU0760 LAPA RM 2                            21.634 METERS 28603     |
 TU0761|---------------------------------------------------------------------|
 TU0761
 TU0761                          SUPERSEDED SURVEY CONTROL
 TU0761
 TU0761  NAD 83(1986)-  22 04 05.78379(N)    159 46 28.40283(W) AD(       ) 2
 TU0761  OLD HI      -  22 04 17.06860(N)    159 46 38.45280(W) AD(       ) 2
 TU0761
 TU0761.Superseded values are not recommended for survey control.
 TU0761.NGS no longer adjusts projects to the OLD HI datum.
 TU0761.See file dsdata.txt to determine how the superseded data were derived.
 TU0761
 TU0761_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2008740588(NAD 83)
 TU0761_MARKER: DS = TRIANGULATION STATION DISK
 TU0761_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0761+WITH SETTING: INTO GROUND
 TU0761_STAMPING: LAPA 1967
 TU0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0761+STABILITY: SURFACE MOTION
 TU0761
 TU0761  HISTORY     - Date     Condition        Report By
 TU0761  HISTORY     - 1967     MONUMENTED       CGS
 TU0761  HISTORY     - 1967     GOOD             CGS
 TU0761  HISTORY     - 1983     GOOD             USPSQD
 TU0761
 TU0761                          STATION DESCRIPTION
 TU0761
 TU0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0761'THE STATION IS 2.2 MILES NORTH OF THE MAIN GATE OF PMR BARKING
 TU0761'SANDS, NEAR THE NORTH END OF A GROUP OF SAND DUNES WHICH HAVE
 TU0761'BEEN LEVELED FOR A LAUNCH SITE.
 TU0761'
 TU0761'TO REACH THE STATION FROM THE MAIN GATE AT PMR BARKING SANDS,
 TU0761'GO NORTH ON AN OILED ROAD FOR 1.4 MILES TO A FORK IN THE
 TU0761'ROAD.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON A TRACK AND
 TU0761'BLADED ROAD FOR 0.8 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 TU0761'WEST AND SOUTH ON A BLADED ROAD FOR 0.2 MILE TO THE TOP OF THE
 TU0761'SAND DUNE AND THE STATION AS DESCRIBED NEAR THE NORTHEAST
 TU0761'CORNER OF A SMALL LEVELED AREA.
 TU0761'
 TU0761'THE STATION MARK, A STANDARD DISK STAMPED LAPA 1967, IS SET IN
 TU0761'THE TOP OF A 6-INCH ROUND SOIL PIPE WHICH PROJECTS 10 INCHES
 TU0761'ABOVE THE SURFACE OF THE GROUND.  IT IS 12 FEET WEST-NORTHWEST
 TU0761'OF THE EAST EDGE OF THE SAND DUNE AND 5.2 FEET SOUTHWEST OF A
 TU0761'4 X 4-INCH WITNESS POST.
 TU0761'
 TU0761'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAPA NO 1 1967,
 TU0761'IS SET IN THE TOP OF A 6-INCH ROUND SOIL PIPE WHICH PROJECTS
 TU0761'10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 8 FEET
 TU0761'WEST-NORTHWEST OF THE EAST EDGE OF THE SAND DUNE AND 1.8 FEET
 TU0761'NORTH OF A 4 X 4-INCH WITNESS POST.
 TU0761'
 TU0761'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAPA NO 2 1967,
 TU0761'IS SET IN THE TOP OF A 6-INCH ROUND SOIL PIPE WHICH PROJECTS 8
 TU0761'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 15 FEET
 TU0761'EAST-SOUTHEAST OF THE WEST EDGE OF THE SAND DUNE AND 2.3 FEET
 TU0761'SOUTH-SOUTHWEST OF A 4 X 4-INCH WITNESS POST.
 TU0761'
 TU0761'NOTE--THIS AREA IS UNDER CONSTRUCTION AT THIS TIME AND THE
 TU0761'LOCAL MEASUREMENTS MAY BE SUBJECT TO CHANGE.
 TU0761'
 TU0761'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU0761
 TU0761                          STATION RECOVERY (1967)
 TU0761
 TU0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0761'2.4 MI N FROM PMR BARKING SANDS.
 TU0761'1.4 MILES NORTH ALONG AN OILED ROAD FROM THE MAIN GATE AT PMR BARKING
 TU0761'SANDS, THENCE 0.8 MILE NORTH ALONG THE RIGHT FORK, THENCE 0.2 MILE
 TU0761'WEST AND SOUTH ALONG A BLADED ROAD, 12 FEET WEST-NORTHWEST OF THE EAST
 TU0761'EDGE OF A SAND DUNE, 5.2 FEET SOUTHWEST OF A 4 X 4-INCH WITNESS POST,
 TU0761'SET IN THE TOP OF A 6-INCH ROUND SOIL PIPE WHICH PROJECTS 10 INCHES
 TU0761'ABOVE THE SURFACE OF THE GROUND.
 TU0761
 TU0761                          STATION RECOVERY (1983)
 TU0761
 TU0761'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0761'LAPA 1967 RECOVERED GOOD.  STA. USED BY PAC. MIS. RANGE IN 1983
 TU0761'NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0764 ***********************************************************************
 TU0764  DESIGNATION -  LAPA RM 1
 TU0764  PID         -  TU0764
 TU0764  STATE/COUNTY-  HI/KAUAI
 TU0764  USGS QUAD   -  MAKAHA POINT (1983)
 TU0764
 TU0764                         *CURRENT SURVEY CONTROL
 TU0764  ___________________________________________________________________
 TU0764* NAD 83(1986)-  22 04 06.     (N)    159 46 28.     (W)     SCALED    
 TU0764* LOCAL TIDAL -        27.378  (meters)      89.82   (feet)  ADJ UNCH  
 TU0764  ___________________________________________________________________
 TU0764  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0764
 TU0764  VERT ORDER  -  SECOND    CLASS 0
 TU0764
 TU0764.The horizontal coordinates were scaled from a topographic map and have
 TU0764.an estimated accuracy of +/- 6 seconds.
 TU0764
 TU0764.The orthometric height was key entered from printed documents
 TU0764.and not key verified.
 TU0764
 TU0764.The geoid height was determined by GEOID03.
 TU0764
 TU0764;                    North         East    Units  Estimated Accuracy
 TU0764;SPC HI 4     -    26,050.      471,670.      MT  (+/- 180 meters Scaled)
 TU0764
 TU0764                          SUPERSEDED SURVEY CONTROL
 TU0764
 TU0764.No superseded survey control is available for this station.
 TU0764
 TU0764_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK200405(NAD 83)
 TU0764_MARKER: DR = REFERENCE MARK DISK
 TU0764_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0764+WITH SETTING: INTO GROUND
 TU0764_STAMPING: LAPA NO 1 1967
 TU0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0764+STABILITY: SURFACE MOTION
 TU0764
 TU0764  HISTORY     - Date     Condition        Report By
 TU0764  HISTORY     - 1967     MONUMENTED       CGS
 TU0764
 TU0764                          STATION DESCRIPTION
 TU0764
 TU0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU0764'2.4 MI N FROM PMR BARKING SANDS.
 TU0764'1.4 MILES NORTH ALONG AN OILED ROAD FROM THE MAIN GATE AT PMR BARKING
 TU0764'SANDS, THENCE 0.8 MILE NORTH ALONG THE RIGHT FORK, THENCE 0.2 MILE
 TU0764'WEST AND SOUTH ALONG A BLADED ROAD, 8 FEET WEST-NORTHWEST OF THE EAST
 TU0764'EDGE OF A SAND DUNE, 1.8 FEET NORTH OF A 4 X 4-INCH WITNESS POST, SET
 TU0764'IN THE TOP OF A 6-INCH ROUND SOIL PIPE WHICH PROJECTS 10 INCHES ABOVE
 TU0764'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0760 ***********************************************************************
 TU0760  DESIGNATION -  LAPA RM 2
 TU0760  PID         -  TU0760
 TU0760  STATE/COUNTY-  HI/KAUAI
 TU0760  USGS QUAD   -  MAKAHA POINT (1983)
 TU0760
 TU0760                         *CURRENT SURVEY CONTROL
 TU0760  ___________________________________________________________________
 TU0760* NAD 83(1986)-  22 04 06.     (N)    159 46 28.     (W)     SCALED    
 TU0760* LOCAL TIDAL -        26.812  (meters)      87.97   (feet)  ADJ UNCH  
 TU0760  ___________________________________________________________________
 TU0760  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0760
 TU0760  VERT ORDER  -  SECOND    CLASS 0
 TU0760
 TU0760.The horizontal coordinates were scaled from a topographic map and have
 TU0760.an estimated accuracy of +/- 6 seconds.
 TU0760
 TU0760.The orthometric height was key entered from printed documents
 TU0760.and not key verified.
 TU0760
 TU0760.The geoid height was determined by GEOID03.
 TU0760
 TU0760;                    North         East    Units  Estimated Accuracy
 TU0760;SPC HI 4     -    26,050.      471,670.      MT  (+/- 180 meters Scaled)
 TU0760
 TU0760                          SUPERSEDED SURVEY CONTROL
 TU0760
 TU0760.No superseded survey control is available for this station.
 TU0760
 TU0760_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK200405(NAD 83)
 TU0760_MARKER: DR = REFERENCE MARK DISK
 TU0760_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0760+WITH SETTING: INTO GROUND
 TU0760_STAMPING: LAPA NO 2 1967
 TU0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0760+STABILITY: SURFACE MOTION
 TU0760
 TU0760  HISTORY     - Date     Condition        Report By
 TU0760  HISTORY     - 1967     MONUMENTED       CGS
 TU0760
 TU0760                          STATION DESCRIPTION
 TU0760
 TU0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU0760'2.4 MI N FROM PMR BARKING SANDS.
 TU0760'1.4 MILE NORTH ALONG AN OILED ROAD FROM THE MAIN GATE AT PMR BARKING
 TU0760'SANDS, THENCE 0.8 MILE NORTH ALONG THE RIGHT FORK, THENCE 0.2 MILE
 TU0760'WEST AND SOUTH ALONG A BLADED ROAD, 15 FEET EAST-SOUTHEAST OF THE WEST
 TU0760'EDGE OF A SAND DUNE, 2.3 FEET SOUTH-SOUTHWEST OF A 4 X 4-INCH WITNESS
 TU0760'POST, SET IN THE TOP OF A 6-INCH ROUND SOIL PIPE WHICH PROJECTS 8
 TU0760'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1457 ***********************************************************************
 TU1457  DESIGNATION -  LARGE CHIMNEY
 TU1457  PID         -  TU1457
 TU1457  STATE/COUNTY-  HI/HONOLULU
 TU1457  USGS QUAD   -  KAHANA (1983)
 TU1457
 TU1457                         *CURRENT SURVEY CONTROL
 TU1457  ___________________________________________________________________
 TU1457* NAD 83(1993)-  21 31 20.95948(N)    157 50 07.28517(W)     ADJUSTED  
 TU1457* LOCAL TIDAL -                                                        
 TU1457  ___________________________________________________________________
 TU1457  EPOCH DATE  -        1993.62
 TU1457  LAPLACE CORR-          -6.88  (seconds)                    DEFLEC99
 TU1457  GEOID HEIGHT-          15.07  (meters)                     GEOID03
 TU1457
 TU1457  HORZ ORDER  -  THIRD
 TU1457
 TU1457.The horizontal coordinates were established by classical geodetic methods
 TU1457.and adjusted by the National Geodetic Survey in December 1998..
 TU1457.The horizontal coordinates are valid at the epoch date displayed above.
 TU1457.The epoch date for horizontal control is a decimal equivalence
 TU1457.of Year/Month/Day.
 TU1457
 TU1457
 TU1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1457
 TU1457.The geoid height was determined by GEOID03.
 TU1457
 TU1457;                    North         East     Units Scale Factor Converg.
 TU1457;SPC HI 3     -    39,405.765   517,057.566   MT  0.99999359   +0 03 37.4
 TU1457;UTM  04      - 2,380,424.473   620,619.839   MT  0.99977978   +0 25 38.4
 TU1457
 TU1457                          SUPERSEDED SURVEY CONTROL
 TU1457
 TU1457  NAD 83(1986)-  21 31 20.91112(N)    157 50 07.29382(W) AD(       ) 4
 TU1457  OLD HI      -  21 31 32.31000(N)    157 50 17.19000(W) AD(       ) 3
 TU1457
 TU1457.Superseded values are not recommended for survey control.
 TU1457.NGS no longer adjusts projects to the OLD HI datum.
 TU1457.See file dsdata.txt to determine how the superseded data were derived.
 TU1457
 TU1457_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2062080424(NAD 83)
 TU1457
 TU1457  HISTORY     - Date     Condition        Report By
 TU1457  HISTORY     - UNK      MONUMENTED
 TU1457  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1457  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1457  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU1457
 TU1457                          STATION DESCRIPTION
 TU1457
 TU1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1457'STATION IS 0.8 MILE N OF KUALOA POINT, 8 METERS W OF THE PAVED
 TU1457'HIGHWAY, A SQUARE GREY CHIMNEY 65 FEET TALL, NEAR SE CORNER OF
 TU1457'RUINS OF ROCK WALL BUILDING.  CHIMNEY IS MADE OF STONE MASONRY
 TU1457'FOR ABOUT 40 FEET AND REMAINDER OF GREY BRICKS.  SAID TO BE FIRST
 TU1457'SUGAR MILL ON OAHU.
 TU1457
 TU1457                          STATION RECOVERY (1963)
 TU1457
 TU1457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1457'RECOVERED AND FOUND IN GOOD CONDITION.  STATION IS ABOUT 2-1/4
 TU1457'MILES AIRLINE SOUTHEAST OF KAAAWA, 1 MILE NORTH OF SOUTHEAST
 TU1457'TIP OF KUALOA POINT AND 0.3 MILE NORTH OF POINT WHERE HIGHWAY
 TU1457'REACHES BEACH.  29 FEET WEST OF CENTER LINE OF STATE HIGHWAY 83
 TU1457'AND 6 FEET WEST OF FENCE LINE.  IT IS 10 FEET SQUARE AT THE BASE,
 TU1457'AND 57 FEET HIGH.  THE FIRST 36 FEET OF THE CHIMNEY IS CONSTRUCTED
 TU1457'OF GREY STONE AND THE REMAINDER IS GREY BRICK.  IT IS
 TU1457'LOCATED AT THE SOUTHEAST CORNER OF THE RUINS OF A
 TU1457'120-FOOT-LONG, GREY, STONE BUILDING.
 TU1457
 TU1457                          STATION RECOVERY (1975)
 TU1457
 TU1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU1457'RECOVERED AS DESCRIBED IN 1963.  IT IS ACTUALLY A STACK, AND AT
 TU1457'THE SITE OF AN OLD SUGAR MILL.
 TU1457'
 TU1457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1457'2-1/4 MILES SSE OF KAAAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3010 ***********************************************************************
 TU3010  DESIGNATION -  LAST
 TU3010  PID         -  TU3010
 TU3010  STATE/COUNTY-  HI/MAUI
 TU3010  USGS QUAD   -  WAILUKU (1997)
 TU3010
 TU3010                         *CURRENT SURVEY CONTROL
 TU3010  ___________________________________________________________________
 TU3010* NAD 83(1993)-  20 53 48.25969(N)    156 27 26.35466(W)     ADJUSTED  
 TU3010* LOCAL TIDAL -                                                        
 TU3010  ___________________________________________________________________
 TU3010  EPOCH DATE  -        1993.62
 TU3010  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 TU3010  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU3010
 TU3010  HORZ ORDER  -  THIRD
 TU3010
 TU3010.The horizontal coordinates were established by classical geodetic methods
 TU3010.and adjusted by the National Geodetic Survey in December 1998..
 TU3010.The horizontal coordinates are valid at the epoch date displayed above.
 TU3010.The epoch date for horizontal control is a decimal equivalence
 TU3010.of Year/Month/Day.
 TU3010
 TU3010
 TU3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3010
 TU3010.The geoid height was determined by GEOID03.
 TU3010
 TU3010;                    North         East     Units Scale Factor Converg.
 TU3010;SPC HI 2     -    62,387.899   521,780.025   MT  0.99997253   +0 04 28.8
 TU3010;UTM  04      - 2,312,813.882   764,504.135   MT  1.00046469   +0 54 26.9
 TU3010
 TU3010                          SUPERSEDED SURVEY CONTROL
 TU3010
 TU3010  NAD 83(1986)-  20 53 48.21958(N)    156 27 26.34148(W) AD(       ) 4
 TU3010  OLD HI      -  20 53 59.72600(N)    156 27 36.51900(W) AD(       ) 3
 TU3010
 TU3010.Superseded values are not recommended for survey control.
 TU3010.NGS no longer adjusts projects to the OLD HI datum.
 TU3010.See file dsdata.txt to determine how the superseded data were derived.
 TU3010
 TU3010_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6450412814(NAD 83)
 TU3010
 TU3010  HISTORY     - Date     Condition        Report By
 TU3010  HISTORY     - UNK      MONUMENTED
 TU3010  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3010
 TU3010                          STATION DESCRIPTION
 TU3010
 TU3010'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3010'THIS STATION WAS PLOTTED ON THE TOPOGRAPHIC SHEET H.  THE DISTANCE
 TU3010'AND THE DIRECTION WAS CHECKED OFF AND THE STATION SEARCHED FOR.  IT
 TU3010'COULD NOT BE FOUND.
 TU3010'
 TU3010'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0770 ***********************************************************************
 TU0770  DESIGNATION -  LAUNCHER 10 A
 TU0770  PID         -  TU0770
 TU0770  STATE/COUNTY-  HI/KAUAI
 TU0770  USGS QUAD   -  MAKAHA POINT (1983)
 TU0770
 TU0770                         *CURRENT SURVEY CONTROL
 TU0770  ___________________________________________________________________
 TU0770* NAD 83(1993)-  22 03 38.64530(N)    159 46 46.22937(W)     ADJUSTED  
 TU0770* LOCAL TIDAL -         5.147  (meters)      16.89   (feet)  ADJ UNCH  
 TU0770  ___________________________________________________________________
 TU0770  EPOCH DATE  -        1993.62
 TU0770  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 TU0770  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0770
 TU0770  HORZ ORDER  -  SECOND
 TU0770  VERT ORDER  -  SECOND    CLASS 0
 TU0770
 TU0770.The horizontal coordinates were established by classical geodetic methods
 TU0770.and adjusted by the National Geodetic Survey in December 1998..
 TU0770.The horizontal coordinates are valid at the epoch date displayed above.
 TU0770.The epoch date for horizontal control is a decimal equivalence
 TU0770.of Year/Month/Day.
 TU0770
 TU0770.The orthometric height was key entered from printed documents
 TU0770.and not key verified.
 TU0770
 TU0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0770
 TU0770.The geoid height was determined by GEOID03.
 TU0770
 TU0770;                    North         East     Units Scale Factor Converg.
 TU0770;SPC HI 4     -    25,206.244   471,149.899   MT  1.00000028   -0 06 17.9
 TU0770;UTM  04      - 2,439,754.974   419,571.022   MT  0.99967993   -0 17 34.0
 TU0770
 TU0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0770!SPC HI 4     -   0.99999666  x   1.00000028  =   0.99999694
 TU0770!UTM  04      -   0.99999666  x   0.99967993  =   0.99967659
 TU0770
 TU0770                          SUPERSEDED SURVEY CONTROL
 TU0770
 TU0770  NAD 83(1986)-  22 03 38.61045(N)    159 46 46.25553(W) AD(       ) 2
 TU0770  OLD HI      -  22 03 49.89300(N)    159 46 56.30420(W) AD(       ) 2
 TU0770
 TU0770.Superseded values are not recommended for survey control.
 TU0770.NGS no longer adjusts projects to the OLD HI datum.
 TU0770.See file dsdata.txt to determine how the superseded data were derived.
 TU0770
 TU0770_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1957139755(NAD 83)
 TU0770_MARKER: Z = SEE DESCRIPTION
 TU0770_SETTING: 0 = UNSPECIFIED SETTING
 TU0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0770
 TU0770  HISTORY     - Date     Condition        Report By
 TU0770  HISTORY     - 1967     MONUMENTED       CGS
 TU0770  HISTORY     - 1967     GOOD             NGS
 TU0770  HISTORY     - 1983     GOOD             USPSQD
 TU0770
 TU0770                          STATION DESCRIPTION
 TU0770
 TU0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0770'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0770'FACILITY, GO NORTH ALONG AN ASPHALT ROAD FOR 2.05 MILES TO A
 TU0770'STEEL GATE AT THE ENTRANCE TO A LARGE FENCED COMPOUND.  CONTINUE
 TU0770'STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN OILED ROAD FOR 0.05 MILE
 TU0770'TO A T INTERSECTION.  TURN LEFT AND GO SOUTHWEST ALONG AN OILED
 TU0770'ROAD FOR 0.05 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO
 TU0770'NORTHWEST FOR ABOUT 200 FEET TO THE STATION.
 TU0770'
 TU0770'THE STATION IS A HORIZONTAL STEEL DISK, ABOUT 5 FEET IN
 TU0770'DIAMETER, WITH UPRIGHTS ON EITHER SIDE SUPPORTING A LARGE STEEL
 TU0770'TUBE.  POINT OBSERVED WAS THE CENTER OF THE HORIZONTAL DISK.
 TU0770'
 TU0770'NOTE--THIS IS THE MOST NORTHEASTERLY ONE OF TWO IDENTICAL
 TU0770'INSTALLATIONS IN THE VICINITY.
 TU0770
 TU0770                          STATION RECOVERY (1967)
 TU0770
 TU0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0770'2.15 MI N FROM BARKING SANDS PMRF.
 TU0770'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0770'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0770'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0770'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.05 MILE SOUTHWEST ALONG
 TU0770'AN OILED ROAD, THENCE ABOUT 200 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0770'LAUNCHER IS A HORIZONTAL STEEL DISK, ABOUT 5 FEET IN DIAMETER, WITH
 TU0770'UPRIGHTS ON EITHER SIDE SUPPORTING A LARGE STEEL TUBE. AN ELEVATION
 TU0770'WAS ESTABLISHED ON THE CENTER OF THE BEARING SUPPORTING THE STEEL
 TU0770'TUBE.  NOTE-- THIS IS THE MOST NORTHEASTERLY ONE OF TWO IDENTICAL
 TU0770'LAUNCHERS IN THE VICINITY.
 TU0770
 TU0770                          STATION RECOVERY (1983)
 TU0770
 TU0770'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0770'RECOVERED GOOD STATION IN PLACE PER PAC. MIS. RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0765 ***********************************************************************
 TU0765  DESIGNATION -  LAUNCHER 608
 TU0765  PID         -  TU0765
 TU0765  STATE/COUNTY-  HI/KAUAI
 TU0765  USGS QUAD   -  MAKAHA POINT (1983)
 TU0765
 TU0765                         *CURRENT SURVEY CONTROL
 TU0765  ___________________________________________________________________
 TU0765* NAD 83(1993)-  22 03 36.62971(N)    159 46 47.96997(W)     ADJUSTED  
 TU0765* LOCAL TIDAL -         4.295  (meters)      14.09   (feet)  ADJ UNCH  
 TU0765  ___________________________________________________________________
 TU0765  EPOCH DATE  -        1993.62
 TU0765  LAPLACE CORR-           6.47  (seconds)                    DEFLEC99
 TU0765  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0765
 TU0765  HORZ ORDER  -  SECOND
 TU0765  VERT ORDER  -  SECOND    CLASS 0
 TU0765
 TU0765.The horizontal coordinates were established by classical geodetic methods
 TU0765.and adjusted by the National Geodetic Survey in December 1998..
 TU0765.The horizontal coordinates are valid at the epoch date displayed above.
 TU0765.The epoch date for horizontal control is a decimal equivalence
 TU0765.of Year/Month/Day.
 TU0765
 TU0765.The orthometric height was key entered from printed documents
 TU0765.and not key verified.
 TU0765
 TU0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0765
 TU0765.The geoid height was determined by GEOID03.
 TU0765
 TU0765;                    North         East     Units Scale Factor Converg.
 TU0765;SPC HI 4     -    25,144.338   471,099.879   MT  1.00000032   -0 06 18.6
 TU0765;UTM  04      - 2,439,693.253   419,520.816   MT  0.99968002   -0 17 34.7
 TU0765
 TU0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0765!SPC HI 4     -   0.99999679  x   1.00000032  =   0.99999711
 TU0765!UTM  04      -   0.99999679  x   0.99968002  =   0.99967681
 TU0765
 TU0765                          SUPERSEDED SURVEY CONTROL
 TU0765
 TU0765  NAD 83(1986)-  22 03 36.59485(N)    159 46 47.99612(W) AD(       ) 2
 TU0765  OLD HI      -  22 03 47.87740(N)    159 46 58.04430(W) AD(       ) 2
 TU0765
 TU0765.Superseded values are not recommended for survey control.
 TU0765.NGS no longer adjusts projects to the OLD HI datum.
 TU0765.See file dsdata.txt to determine how the superseded data were derived.
 TU0765
 TU0765_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1952139693(NAD 83)
 TU0765_MARKER: Z = SEE DESCRIPTION
 TU0765_SETTING: 0 = UNSPECIFIED SETTING
 TU0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0765
 TU0765  HISTORY     - Date     Condition        Report By
 TU0765  HISTORY     - 1967     MONUMENTED       CGS
 TU0765  HISTORY     - 1967     GOOD             NGS
 TU0765  HISTORY     - 1983     GOOD             USPSQD
 TU0765
 TU0765                          STATION DESCRIPTION
 TU0765
 TU0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0765'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0765'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES
 TU0765'TO A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU0765'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU0765'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 TU0765'SOUTHWEST ALONG AN OILED ROAD FOR 0.15 MILE TO A ROAD ON THE
 TU0765'RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG A DIRT ROAD FOR ABOUT
 TU0765'150 FEET TO THE STATION.
 TU0765'
 TU0765'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET
 TU0765'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON
 TU0765'TOP.  TANGENTS WERE OBSERVED ON A FLANGE NEAR THE TOP OF THE
 TU0765'TURRET.
 TU0765
 TU0765                          STATION RECOVERY (1967)
 TU0765
 TU0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0765'2.25 MI N FROM BARKING SANDS PMRF.
 TU0765'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0765'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0765'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCE AREA
 TU0765'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.15 MILE SOUTHWEST ALONG
 TU0765'AN OILED ROAD, THENCE ABOUT 150 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0765'LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET TALL, WITH A
 TU0765'CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP. AN ELEVATION WAS
 TU0765'ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOOM PIVOTS
 TU0765'VERTICALLY.
 TU0765
 TU0765                          STATION RECOVERY (1983)
 TU0765
 TU0765'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0765'STATION RECOVERED GOOD LAUNCHER IN PLACE PER PAC. MISSILE RANGE
 TU0765'SURVEYOR, 1983 STATION SHOULD BE OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0766 ***********************************************************************
 TU0766  DESIGNATION -  LAUNCHER 609
 TU0766  PID         -  TU0766
 TU0766  STATE/COUNTY-  HI/KAUAI
 TU0766  USGS QUAD   -  MAKAHA POINT (1983)
 TU0766
 TU0766                         *CURRENT SURVEY CONTROL
 TU0766  ___________________________________________________________________
 TU0766* NAD 83(1993)-  22 03 38.45328(N)    159 46 48.22291(W)     ADJUSTED  
 TU0766* LOCAL TIDAL -         4.564  (meters)      14.97   (feet)  ADJ UNCH  
 TU0766  ___________________________________________________________________
 TU0766  EPOCH DATE  -        1993.62
 TU0766  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 TU0766  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0766
 TU0766  HORZ ORDER  -  SECOND
 TU0766  VERT ORDER  -  SECOND    CLASS 0
 TU0766
 TU0766.The horizontal coordinates were established by classical geodetic methods
 TU0766.and adjusted by the National Geodetic Survey in December 1998..
 TU0766.The horizontal coordinates are valid at the epoch date displayed above.
 TU0766.The epoch date for horizontal control is a decimal equivalence
 TU0766.of Year/Month/Day.
 TU0766
 TU0766.The orthometric height was key entered from printed documents
 TU0766.and not key verified.
 TU0766
 TU0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0766
 TU0766.The geoid height was determined by GEOID03.
 TU0766
 TU0766;                    North         East     Units Scale Factor Converg.
 TU0766;SPC HI 4     -    25,200.442   471,092.730   MT  1.00000032   -0 06 18.7
 TU0766;UTM  04      - 2,439,749.362   419,513.853   MT  0.99968004   -0 17 34.8
 TU0766
 TU0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0766!SPC HI 4     -   0.99999675  x   1.00000032  =   0.99999707
 TU0766!UTM  04      -   0.99999675  x   0.99968004  =   0.99967679
 TU0766
 TU0766                          SUPERSEDED SURVEY CONTROL
 TU0766
 TU0766  NAD 83(1986)-  22 03 38.41842(N)    159 46 48.24907(W) AD(       ) 2
 TU0766  OLD HI      -  22 03 49.70080(N)    159 46 58.29780(W) AD(       ) 2
 TU0766
 TU0766.Superseded values are not recommended for survey control.
 TU0766.NGS no longer adjusts projects to the OLD HI datum.
 TU0766.See file dsdata.txt to determine how the superseded data were derived.
 TU0766
 TU0766_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1951439749(NAD 83)
 TU0766_MARKER: Z = SEE DESCRIPTION
 TU0766_SETTING: 0 = UNSPECIFIED SETTING
 TU0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0766
 TU0766  HISTORY     - Date     Condition        Report By
 TU0766  HISTORY     - 1967     MONUMENTED       CGS
 TU0766  HISTORY     - 1967     GOOD             NGS
 TU0766  HISTORY     - 1983     GOOD             USPSQD
 TU0766
 TU0766                          STATION DESCRIPTION
 TU0766
 TU0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0766'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0766'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES TO
 TU0766'A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU0766'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU0766'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 TU0766'SOUTHWEST ALONG AN OILED ROAD FOR 0.15 MILE TO A ROAD ON THE
 TU0766'RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG A DIRT ROAD FOR ABOUT
 TU0766'250 FEET TO THE STATION.
 TU0766'
 TU0766'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET
 TU0766'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON
 TU0766'TOP.  POINT OBSERVED WAS A BOLT IN THE TOP AND CENTER OF THE
 TU0766'LAUNCHER.
 TU0766
 TU0766                          STATION RECOVERY (1967)
 TU0766
 TU0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0766'2.25 MI N FROM BARKING SANDS PMRF.
 TU0766'2.05 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0766'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0766'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0766'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.15 MILE SOUTHWEST ALONG
 TU0766'AN OILED ROAD, THENCE ABOUT 250 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0766'LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET TALL, WITH A
 TU0766'CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP. AN ELEVATION WAS
 TU0766'ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOOM PIVOTS
 TU0766'VERTICALLY.
 TU0766
 TU0766                          STATION RECOVERY (1983)
 TU0766
 TU0766'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0766'STATION RECOVERED GOOD LAUNCHER IN PLACE AND STATION OK PER PAC.
 TU0766'MIS. RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0768 ***********************************************************************
 TU0768  DESIGNATION -  LAUNCHER 610
 TU0768  PID         -  TU0768
 TU0768  STATE/COUNTY-  HI/KAUAI
 TU0768  USGS QUAD   -  MAKAHA POINT (1983)
 TU0768
 TU0768                         *CURRENT SURVEY CONTROL
 TU0768  ___________________________________________________________________
 TU0768* NAD 83(1993)-  22 03 37.90279(N)    159 46 46.34136(W)     ADJUSTED  
 TU0768* LOCAL TIDAL -         5.077  (meters)      16.66   (feet)  ADJ UNCH  
 TU0768  ___________________________________________________________________
 TU0768  EPOCH DATE  -        1993.62
 TU0768  LAPLACE CORR-           6.49  (seconds)                    DEFLEC99
 TU0768  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0768
 TU0768  HORZ ORDER  -  SECOND
 TU0768  VERT ORDER  -  SECOND    CLASS 0
 TU0768
 TU0768.The horizontal coordinates were established by classical geodetic methods
 TU0768.and adjusted by the National Geodetic Survey in December 1998..
 TU0768.The horizontal coordinates are valid at the epoch date displayed above.
 TU0768.The epoch date for horizontal control is a decimal equivalence
 TU0768.of Year/Month/Day.
 TU0768
 TU0768.The orthometric height was key entered from printed documents
 TU0768.and not key verified.
 TU0768
 TU0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0768
 TU0768.The geoid height was determined by GEOID03.
 TU0768
 TU0768;                    North         East     Units Scale Factor Converg.
 TU0768;SPC HI 4     -    25,183.411   471,146.646   MT  1.00000028   -0 06 18.0
 TU0768;UTM  04      - 2,439,732.160   419,567.696   MT  0.99967993   -0 17 34.1
 TU0768
 TU0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0768!SPC HI 4     -   0.99999667  x   1.00000028  =   0.99999695
 TU0768!UTM  04      -   0.99999667  x   0.99967993  =   0.99967660
 TU0768
 TU0768                          SUPERSEDED SURVEY CONTROL
 TU0768
 TU0768  NAD 83(1986)-  22 03 37.86794(N)    159 46 46.36752(W) AD(       ) 2
 TU0768  OLD HI      -  22 03 49.15050(N)    159 46 56.41600(W) AD(       ) 2
 TU0768
 TU0768.Superseded values are not recommended for survey control.
 TU0768.NGS no longer adjusts projects to the OLD HI datum.
 TU0768.See file dsdata.txt to determine how the superseded data were derived.
 TU0768
 TU0768_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1956839732(NAD 83)
 TU0768_MARKER: Z = SEE DESCRIPTION
 TU0768_SETTING: 0 = UNSPECIFIED SETTING
 TU0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0768
 TU0768  HISTORY     - Date     Condition        Report By
 TU0768  HISTORY     - 1967     MONUMENTED       CGS
 TU0768  HISTORY     - 1967     GOOD             NGS
 TU0768  HISTORY     - 1983     GOOD             USPSQD
 TU0768
 TU0768                          STATION DESCRIPTION
 TU0768
 TU0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0768'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0768'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES TO
 TU0768'A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU0768'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU0768'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN LEFT AND
 TU0768'GO SOUTHWEST ALONG AN OILED ROAD FOR 0.1 MILE TO A DIRT ROAD ON
 TU0768'THE RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG THE DIRT ROAD FOR
 TU0768'ABOUT 150 FEET TO THE STATION.
 TU0768'
 TU0768'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET
 TU0768'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON
 TU0768'TOP.  POINT OBSERVED WAS A BOLT IN THE TOP AND CENTER OF THE
 TU0768'LAUNCHER.
 TU0768
 TU0768                          STATION RECOVERY (1967)
 TU0768
 TU0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0768'2.2 MI N FROM BARKING SANDS PMRF.
 TU0768'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0768'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0768'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0768'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.1 MILE SOUTHWEST ALONG
 TU0768'AN OILED ROAD, THENCE ABOUT 150 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0768'LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET TALL, WITH A
 TU0768'CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP.  AN ELEVATION
 TU0768'WAS ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOOM
 TU0768'PIVOTS VERTICALLY.
 TU0768
 TU0768                          STATION RECOVERY (1983)
 TU0768
 TU0768'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0768'STATION RECOVERED GOOD LAUNCHER IN PLACE, STATION OK PER PAC. MIS.
 TU0768'RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0769 ***********************************************************************
 TU0769  DESIGNATION -  LAUNCHER 611
 TU0769  PID         -  TU0769
 TU0769  STATE/COUNTY-  HI/KAUAI
 TU0769  USGS QUAD   -  MAKAHA POINT (1983)
 TU0769
 TU0769                         *CURRENT SURVEY CONTROL
 TU0769  ___________________________________________________________________
 TU0769* NAD 83(1993)-  22 03 39.72753(N)    159 46 46.59496(W)     ADJUSTED  
 TU0769* LOCAL TIDAL -         5.261  (meters)      17.26   (feet)  ADJ UNCH  
 TU0769  ___________________________________________________________________
 TU0769  EPOCH DATE  -        1993.62
 TU0769  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 TU0769  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0769
 TU0769  HORZ ORDER  -  SECOND
 TU0769  VERT ORDER  -  SECOND    CLASS 0
 TU0769
 TU0769.The horizontal coordinates were established by classical geodetic methods
 TU0769.and adjusted by the National Geodetic Survey in December 1998..
 TU0769.The horizontal coordinates are valid at the epoch date displayed above.
 TU0769.The epoch date for horizontal control is a decimal equivalence
 TU0769.of Year/Month/Day.
 TU0769
 TU0769.The orthometric height was key entered from printed documents
 TU0769.and not key verified.
 TU0769
 TU0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0769
 TU0769.The geoid height was determined by GEOID03.
 TU0769
 TU0769;                    North         East     Units Scale Factor Converg.
 TU0769;SPC HI 4     -    25,239.551   471,139.478   MT  1.00000029   -0 06 18.1
 TU0769;UTM  04      - 2,439,788.304   419,560.714   MT  0.99967995   -0 17 34.2
 TU0769
 TU0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0769!SPC HI 4     -   0.99999664  x   1.00000029  =   0.99999693
 TU0769!UTM  04      -   0.99999664  x   0.99967995  =   0.99967659
 TU0769
 TU0769                          SUPERSEDED SURVEY CONTROL
 TU0769
 TU0769  NAD 83(1986)-  22 03 39.69268(N)    159 46 46.62112(W) AD(       ) 2
 TU0769  OLD HI      -  22 03 50.97530(N)    159 46 56.67010(W) AD(       ) 2
 TU0769
 TU0769.Superseded values are not recommended for survey control.
 TU0769.NGS no longer adjusts projects to the OLD HI datum.
 TU0769.See file dsdata.txt to determine how the superseded data were derived.
 TU0769
 TU0769_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1956139788(NAD 83)
 TU0769_MARKER: Z = SEE DESCRIPTION
 TU0769_SETTING: 0 = UNSPECIFIED SETTING
 TU0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0769
 TU0769  HISTORY     - Date     Condition        Report By
 TU0769  HISTORY     - 1967     MONUMENTED       CGS
 TU0769  HISTORY     - 1967     GOOD             NGS
 TU0769  HISTORY     - 1983     GOOD             USPSQD
 TU0769
 TU0769                          STATION DESCRIPTION
 TU0769
 TU0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0769'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0769'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES
 TU0769'TO A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU0769'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU0769'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 TU0769'SOUTHWEST ALONG AN OILED ROAD FOR 0.1 MILE TO A ROAD ON THE
 TU0769'RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG A DIRT ROAD FOR ABOUT
 TU0769'250 FEET TO THE STATION.
 TU0769'
 TU0769'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET
 TU0769'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON
 TU0769'TOP.  POINT OBSERVED WAS A BOLT IN THE TOP AND CENTER OF THE
 TU0769'LAUNCHER.
 TU0769
 TU0769                          STATION RECOVERY (1967)
 TU0769
 TU0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0769'2.2 MI N FROM BARKING SANDS PMRF.
 TU0769'2.05 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0769'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0769'NORTHWEST ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0769'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.1 MILE SOUTHWEST ALONG
 TU0769'AN OILED ROAD, THENCE ABOUT 250 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0769'LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET TALL, WITH A
 TU0769'CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP.  AN ELEVATION
 TU0769'WAS ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOOM
 TU0769'PIVOTS VERTICALLY.
 TU0769
 TU0769                          STATION RECOVERY (1983)
 TU0769
 TU0769'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0769'STATION RECOVERED GOOD, LAUNCHER IN PLACE PER PACIFIC MISSILE
 TU0769'RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0771 ***********************************************************************
 TU0771  DESIGNATION -  LAUNCHER 612
 TU0771  PID         -  TU0771
 TU0771  STATE/COUNTY-  HI/KAUAI
 TU0771  USGS QUAD   -  MAKAHA POINT (1983)
 TU0771
 TU0771                         *CURRENT SURVEY CONTROL
 TU0771  ___________________________________________________________________
 TU0771* NAD 83(1993)-  22 03 39.22492(N)    159 46 44.75528(W)     ADJUSTED  
 TU0771* LOCAL TIDAL -         4.587  (meters)      15.05   (feet)  ADJ UNCH  
 TU0771  ___________________________________________________________________
 TU0771  EPOCH DATE  -        1993.62
 TU0771  LAPLACE CORR-           6.51  (seconds)                    DEFLEC99
 TU0771  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0771
 TU0771  HORZ ORDER  -  SECOND
 TU0771  VERT ORDER  -  SECOND    CLASS 0
 TU0771
 TU0771.The horizontal coordinates were established by classical geodetic methods
 TU0771.and adjusted by the National Geodetic Survey in December 1998..
 TU0771.The horizontal coordinates are valid at the epoch date displayed above.
 TU0771.The epoch date for horizontal control is a decimal equivalence
 TU0771.of Year/Month/Day.
 TU0771
 TU0771.The orthometric height was key entered from printed documents
 TU0771.and not key verified.
 TU0771
 TU0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0771
 TU0771.The geoid height was determined by GEOID03.
 TU0771
 TU0771;                    North         East     Units Scale Factor Converg.
 TU0771;SPC HI 4     -    25,223.995   471,192.196   MT  1.00000025   -0 06 17.4
 TU0771;UTM  04      - 2,439,772.581   419,613.364   MT  0.99967984   -0 17 33.5
 TU0771
 TU0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0771!SPC HI 4     -   0.99999675  x   1.00000025  =   0.99999700
 TU0771!UTM  04      -   0.99999675  x   0.99967984  =   0.99967659
 TU0771
 TU0771                          SUPERSEDED SURVEY CONTROL
 TU0771
 TU0771  NAD 83(1986)-  22 03 39.19008(N)    159 46 44.78144(W) AD(       ) 2
 TU0771  OLD HI      -  22 03 50.47280(N)    159 46 54.82980(W) AD(       ) 2
 TU0771
 TU0771.Superseded values are not recommended for survey control.
 TU0771.NGS no longer adjusts projects to the OLD HI datum.
 TU0771.See file dsdata.txt to determine how the superseded data were derived.
 TU0771
 TU0771_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1961339773(NAD 83)
 TU0771_MARKER: Z = SEE DESCRIPTION
 TU0771_SETTING: 0 = UNSPECIFIED SETTING
 TU0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0771
 TU0771  HISTORY     - Date     Condition        Report By
 TU0771  HISTORY     - 1967     MONUMENTED       CGS
 TU0771  HISTORY     - 1967     GOOD             NGS
 TU0771  HISTORY     - 1983     GOOD             USPSQD
 TU0771
 TU0771                          STATION DESCRIPTION
 TU0771
 TU0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0771'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0771'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES TO
 TU0771'A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU0771'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU0771'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN LEFT AND
 TU0771'GO SOUTHWEST ALONG AN OILED ROAD FOR 0.05 MILE TO A ROAD ON THE
 TU0771'RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG A DIRT ROAD FOR ABOUT
 TU0771'150 FEET TO THE STATION.
 TU0771'
 TU0771'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET
 TU0771'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON
 TU0771'TOP.  POINT OBSERVED WAS A BOLT IN THE TOP AND CENTER OF THE
 TU0771'LAUNCHER.
 TU0771
 TU0771                          STATION RECOVERY (1967)
 TU0771
 TU0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0771'2.15 MI N FROM BARKING SANDS PMRF.
 TU0771'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0771'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0771'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0771'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.05 MILE SOUTHWEST ALONG
 TU0771'AN OILED ROAD, THENCE ABOUT 150 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0771'LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER ABOUT 7 FEET TALL, WITH A
 TU0771'CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP. AN ELEVATION WAS
 TU0771'ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOOM PIVOTS
 TU0771'VERTICALLY.
 TU0771
 TU0771                          STATION RECOVERY (1983)
 TU0771
 TU0771'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0771'STATION RECOVERED GOOD LAUNCHER IN PLACE AND STATION OK PER PAC.
 TU0771'MIS. RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0772 ***********************************************************************
 TU0772  DESIGNATION -  LAUNCHER 613
 TU0772  PID         -  TU0772
 TU0772  STATE/COUNTY-  HI/KAUAI
 TU0772  USGS QUAD   -  MAKAHA POINT (1983)
 TU0772
 TU0772                         *CURRENT SURVEY CONTROL
 TU0772  ___________________________________________________________________
 TU0772* NAD 83(1993)-  22 03 41.00434(N)    159 46 44.96663(W)     ADJUSTED  
 TU0772* LOCAL TIDAL -         4.575  (meters)      15.01   (feet)  ADJ UNCH  
 TU0772  ___________________________________________________________________
 TU0772  EPOCH DATE  -        1993.62
 TU0772  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 TU0772  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0772
 TU0772  HORZ ORDER  -  SECOND
 TU0772  VERT ORDER  -  SECOND    CLASS 0
 TU0772
 TU0772.The horizontal coordinates were established by classical geodetic methods
 TU0772.and adjusted by the National Geodetic Survey in December 1998..
 TU0772.The horizontal coordinates are valid at the epoch date displayed above.
 TU0772.The epoch date for horizontal control is a decimal equivalence
 TU0772.of Year/Month/Day.
 TU0772
 TU0772.The orthometric height was key entered from printed documents
 TU0772.and not key verified.
 TU0772
 TU0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0772
 TU0772.The geoid height was determined by GEOID03.
 TU0772
 TU0772;                    North         East     Units Scale Factor Converg.
 TU0772;SPC HI 4     -    25,278.738   471,186.236   MT  1.00000025   -0 06 17.5
 TU0772;UTM  04      - 2,439,827.326   419,607.586   MT  0.99967985   -0 17 33.6
 TU0772
 TU0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0772!SPC HI 4     -   0.99999675  x   1.00000025  =   0.99999700
 TU0772!UTM  04      -   0.99999675  x   0.99967985  =   0.99967660
 TU0772
 TU0772                          SUPERSEDED SURVEY CONTROL
 TU0772
 TU0772  NAD 83(1986)-  22 03 40.96950(N)    159 46 44.99280(W) AD(       ) 2
 TU0772  OLD HI      -  22 03 52.25210(N)    159 46 55.04130(W) AD(       ) 2
 TU0772
 TU0772.Superseded values are not recommended for survey control.
 TU0772.NGS no longer adjusts projects to the OLD HI datum.
 TU0772.See file dsdata.txt to determine how the superseded data were derived.
 TU0772
 TU0772_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1960839827(NAD 83)
 TU0772_MARKER: Z = SEE DESCRIPTION
 TU0772_SETTING: 0 = UNSPECIFIED SETTING
 TU0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0772
 TU0772  HISTORY     - Date     Condition        Report By
 TU0772  HISTORY     - 1967     MONUMENTED       CGS
 TU0772  HISTORY     - 1967     GOOD             NGS
 TU0772  HISTORY     - 1983     GOOD             USPSQD
 TU0772
 TU0772                          STATION DESCRIPTION
 TU0772
 TU0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0772'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0772'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES TO
 TU0772'A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU0772'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU0772'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN LEFT AND
 TU0772'GO SOUTHWEST FOR 0.05 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT
 TU0772'AND GO NORTHWEST ALONG A DIRT ROAD FOR ABOUT 250 FEET TO THE
 TU0772'STATION.
 TU0772'
 TU0772'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET
 TU0772'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON
 TU0772'TOP.  POINT OBSERVED WAS A BOLT IN THE TOP AND CENTER OF THE
 TU0772'LAUNCHER.
 TU0772
 TU0772                          STATION RECOVERY (1967)
 TU0772
 TU0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0772'2.15 MI N FROM BARKING SANDS PMRF.
 TU0772'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0772'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0772'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0772'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.05 MILE SOUTHWEST ALONG
 TU0772'AN OILED ROAD, THENCE ABOUT 250 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0772'LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET TALL, WITH A
 TU0772'CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP. AN ELEVATION WAS
 TU0772'ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOOM PIVOTS
 TU0772'VERTICALLY.
 TU0772
 TU0772                          STATION RECOVERY (1983)
 TU0772
 TU0772'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0772'STATION RECOVERED GOOD LAUNCHER IN PLACE AND STATION OK PER PAC.
 TU0772'MIS. RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0773 ***********************************************************************
 TU0773  DESIGNATION -  LAUNCHER 614
 TU0773  PID         -  TU0773
 TU0773  STATE/COUNTY-  HI/KAUAI
 TU0773  USGS QUAD   -  MAKAHA POINT (1983)
 TU0773
 TU0773                         *CURRENT SURVEY CONTROL
 TU0773  ___________________________________________________________________
 TU0773* NAD 83(1993)-  22 03 40.49964(N)    159 46 43.12775(W)     ADJUSTED  
 TU0773* LOCAL TIDAL -         4.757  (meters)      15.61   (feet)  ADJ UNCH  
 TU0773  ___________________________________________________________________
 TU0773  EPOCH DATE  -        1993.62
 TU0773  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 TU0773  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0773
 TU0773  HORZ ORDER  -  SECOND
 TU0773  VERT ORDER  -  SECOND    CLASS 0
 TU0773
 TU0773.The horizontal coordinates were established by classical geodetic methods
 TU0773.and adjusted by the National Geodetic Survey in December 1998..
 TU0773.The horizontal coordinates are valid at the epoch date displayed above.
 TU0773.The epoch date for horizontal control is a decimal equivalence
 TU0773.of Year/Month/Day.
 TU0773
 TU0773.The orthometric height was key entered from printed documents
 TU0773.and not key verified.
 TU0773
 TU0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0773
 TU0773.The geoid height was determined by GEOID03.
 TU0773
 TU0773;                    North         East     Units Scale Factor Converg.
 TU0773;SPC HI 4     -    25,263.118   471,238.932   MT  1.00000022   -0 06 16.8
 TU0773;UTM  04      - 2,439,811.538   419,660.213   MT  0.99967975   -0 17 32.9
 TU0773
 TU0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0773!SPC HI 4     -   0.99999672  x   1.00000022  =   0.99999694
 TU0773!UTM  04      -   0.99999672  x   0.99967975  =   0.99967647
 TU0773
 TU0773                          SUPERSEDED SURVEY CONTROL
 TU0773
 TU0773  NAD 83(1986)-  22 03 40.46481(N)    159 46 43.15391(W) AD(       ) 2
 TU0773  OLD HI      -  22 03 51.74740(N)    159 46 53.20240(W) AD(       ) 2
 TU0773
 TU0773.Superseded values are not recommended for survey control.
 TU0773.NGS no longer adjusts projects to the OLD HI datum.
 TU0773.See file dsdata.txt to determine how the superseded data were derived.
 TU0773
 TU0773_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1966039812(NAD 83)
 TU0773_MARKER: Z = SEE DESCRIPTION
 TU0773_SETTING: 0 = UNSPECIFIED SETTING
 TU0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0773
 TU0773  HISTORY     - Date     Condition        Report By
 TU0773  HISTORY     - 1967     MONUMENTED       CGS
 TU0773  HISTORY     - 1967     GOOD             NGS
 TU0773  HISTORY     - 1983     GOOD             USPSQD
 TU0773
 TU0773                          STATION DESCRIPTION
 TU0773
 TU0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0773'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0773'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES TO
 TU0773'A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU0773'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU0773'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN LEFT AND GO
 TU0773'SOUTHWEST FOR ABOUT 100 FEET TO A ROAD ON THE RIGHT.  TURN
 TU0773'RIGHT AND GO NORTHWEST ALONG A DIRT ROAD FOR ABOUT 150 FEET
 TU0773'TO THE STATION.
 TU0773'
 TU0773'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7
 TU0773'FEET TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM
 TU0773'MOUNTED ON TOP.  POINT OBSERVED WAS A BOLT IN THE TOP AND
 TU0773'CENTER OF THE LAUNCHER.
 TU0773
 TU0773                          STATION RECOVERY (1967)
 TU0773
 TU0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0773'2.1 MI N FROM BARKING SANDS PMRF.
 TU0773'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0773'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0773'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0773'CONTROLLED BY THE SANDIA CORPORATION) THENCE ABOUT 100 FEET SOUTHWEST
 TU0773'ALONG AN OILED ROAD, THENCE ABOUT 150 FEET NORTHWEST ALONG A DIRT
 TU0773'ROAD.  THE LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET
 TU0773'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP. AN
 TU0773'ELEVATION WAS ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE
 TU0773'BOOM PIVOTS VERTICALLY.
 TU0773
 TU0773                          STATION RECOVERY (1983)
 TU0773
 TU0773'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0773'STATION RECOVERED GOOD LAUNCHER IN PLACE AND STATION OK PER PAC
 TU0773'MIS RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0774 ***********************************************************************
 TU0774  DESIGNATION -  LAUNCHER 615
 TU0774  PID         -  TU0774
 TU0774  STATE/COUNTY-  HI/KAUAI
 TU0774  USGS QUAD   -  MAKAHA POINT (1983)
 TU0774
 TU0774                         *CURRENT SURVEY CONTROL
 TU0774  ___________________________________________________________________
 TU0774* NAD 83(1993)-  22 03 43.79069(N)    159 46 44.70477(W)     ADJUSTED  
 TU0774* LOCAL TIDAL -         7.338  (meters)      24.07   (feet)  ADJ UNCH  
 TU0774  ___________________________________________________________________
 TU0774  EPOCH DATE  -        1993.62
 TU0774  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 TU0774  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0774
 TU0774  HORZ ORDER  -  SECOND
 TU0774  VERT ORDER  -  SECOND    CLASS 0
 TU0774
 TU0774.The horizontal coordinates were established by classical geodetic methods
 TU0774.and adjusted by the National Geodetic Survey in December 1998..
 TU0774.The horizontal coordinates are valid at the epoch date displayed above.
 TU0774.The epoch date for horizontal control is a decimal equivalence
 TU0774.of Year/Month/Day.
 TU0774
 TU0774.The orthometric height was key entered from printed documents
 TU0774.and not key verified.
 TU0774
 TU0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0774
 TU0774.The geoid height was determined by GEOID03.
 TU0774
 TU0774;                    North         East     Units Scale Factor Converg.
 TU0774;SPC HI 4     -    25,364.429   471,193.901   MT  1.00000025   -0 06 17.4
 TU0774;UTM  04      - 2,439,912.963   419,615.529   MT  0.99967984   -0 17 33.5
 TU0774
 TU0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0774!SPC HI 4     -   0.99999632  x   1.00000025  =   0.99999657
 TU0774!UTM  04      -   0.99999632  x   0.99967984  =   0.99967616
 TU0774
 TU0774                          SUPERSEDED SURVEY CONTROL
 TU0774
 TU0774  NAD 83(1986)-  22 03 43.75584(N)    159 46 44.73094(W) AD(       ) 2
 TU0774  OLD HI      -  22 03 55.03860(N)    159 46 54.77960(W) AD(       ) 2
 TU0774
 TU0774.Superseded values are not recommended for survey control.
 TU0774.NGS no longer adjusts projects to the OLD HI datum.
 TU0774.See file dsdata.txt to determine how the superseded data were derived.
 TU0774
 TU0774_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1961639913(NAD 83)
 TU0774_MARKER: Z = SEE DESCRIPTION
 TU0774_SETTING: 0 = UNSPECIFIED SETTING
 TU0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0774
 TU0774  HISTORY     - Date     Condition        Report By
 TU0774  HISTORY     - 1967     MONUMENTED       CGS
 TU0774  HISTORY     - 1967     GOOD             NGS
 TU0774  HISTORY     - 1983     GOOD             USPSQD
 TU0774
 TU0774                          STATION DESCRIPTION
 TU0774
 TU0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0774'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0774'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES TO A
 TU0774'STEEL GATE AT THE ENTRANCE TO A LARGE FENCED COMPOUND.  CONTINUE
 TU0774'STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN OILED ROAD FOR 0.05 MILE
 TU0774'TO A T INTERSECTION.  TURN LEFT AND GO SOUTHWEST FOR ABOUT 100
 TU0774'FEET TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ALONG A
 TU0774'DIRT ROAD FOR 0.1 MILE TO THE STATION.
 TU0774'
 TU0774'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 9 FEET
 TU0774'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED
 TU0774'ON TOP.  POINT OBSERVED WAS A PUNCH MARK IN THE TOP AND CENTER
 TU0774'OF THE LAUNCHER.
 TU0774
 TU0774                          STATION RECOVERY (1967)
 TU0774
 TU0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0774'2.2 MI N FROM BARKING SANDS PMRF.
 TU0774'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0774'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0774'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0774'CONTROLLED BY THE SANDIA CORPORATION) THENCE ABOUT 100 FEET SOUTHWEST
 TU0774'ALONG AN OILED ROAD, THENCE 0.1 MILE NORTHWEST ALONG A DIRT ROAD. THE
 TU0774'LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 9 FEET TALL, WITH A
 TU0774'CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP.  AN ELEVATION
 TU0774'WAS ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOOM
 TU0774'PIVOTS VERTICALLY.
 TU0774
 TU0774                          STATION RECOVERY (1983)
 TU0774
 TU0774'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0774'STATION RECOVERED GOOD LAUNCHER IN PLACE AND STA. OK PER PAC. MIS.
 TU0774'RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0775 ***********************************************************************
 TU0775  DESIGNATION -  LAUNCHER 616
 TU0775  PID         -  TU0775
 TU0775  STATE/COUNTY-  HI/KAUAI
 TU0775  USGS QUAD   -  MAKAHA POINT (1983)
 TU0775
 TU0775                         *CURRENT SURVEY CONTROL
 TU0775  ___________________________________________________________________
 TU0775* NAD 83(1986)-  22 03 42.     (N)    159 46 42.     (W)     SCALED    
 TU0775* LOCAL TIDAL -         5.691  (meters)      18.67   (feet)  ADJ UNCH  
 TU0775  ___________________________________________________________________
 TU0775  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0775
 TU0775  VERT ORDER  -  SECOND    CLASS 0
 TU0775
 TU0775.The horizontal coordinates were scaled from a topographic map and have
 TU0775.an estimated accuracy of +/- 6 seconds.
 TU0775
 TU0775.The orthometric height was key entered from printed documents
 TU0775.and not key verified.
 TU0775
 TU0775.The geoid height was determined by GEOID03.
 TU0775
 TU0775;                    North         East    Units  Estimated Accuracy
 TU0775;SPC HI 4     -    25,310.      471,270.      MT  (+/- 180 meters Scaled)
 TU0775
 TU0775                          SUPERSEDED SURVEY CONTROL
 TU0775
 TU0775.No superseded survey control is available for this station.
 TU0775
 TU0775_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK196398(NAD 83)
 TU0775_MARKER: Z = SEE DESCRIPTION
 TU0775_SETTING: 0 = UNSPECIFIED SETTING
 TU0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0775
 TU0775  HISTORY     - Date     Condition        Report By
 TU0775  HISTORY     - UNK      MONUMENTED       CGS
 TU0775  HISTORY     - 1967     GOOD             NGS
 TU0775
 TU0775                          STATION DESCRIPTION
 TU0775
 TU0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0775'2.15 MI N FROM BARKING SANDS PMRF.
 TU0775'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0775'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0775'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0775'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.05 MILE NORTHEAST ALONG
 TU0775'AN OILED ROAD, THENCE ABOUT 150 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0775'LAUNCHER IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET TALL, WITH A
 TU0775'CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON TOP. AN ELEVATION WAS
 TU0775'ESTABLISHED ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOOM PIVOTS
 TU0775'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2033 ***********************************************************************
 TU2033  DESIGNATION -  LAUNCHER 616 1967
 TU2033  PID         -  TU2033
 TU2033  STATE/COUNTY-  HI/KAUAI
 TU2033  USGS QUAD   -  MAKAHA POINT (1983)
 TU2033
 TU2033                         *CURRENT SURVEY CONTROL
 TU2033  ___________________________________________________________________
 TU2033* NAD 83(1993)-  22 03 41.77270(N)    159 46 41.49769(W)     ADJUSTED  
 TU2033* LOCAL TIDAL -         5.69   (meters)      18.7    (feet)  LEVELING  
 TU2033  ___________________________________________________________________
 TU2033  EPOCH DATE  -        1993.62
 TU2033  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 TU2033  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU2033
 TU2033  HORZ ORDER  -  SECOND
 TU2033  VERT ORDER  -  THIRD ?
 TU2033
 TU2033.The horizontal coordinates were established by classical geodetic methods
 TU2033.and adjusted by the National Geodetic Survey in December 1998..
 TU2033.The horizontal coordinates are valid at the epoch date displayed above.
 TU2033.The epoch date for horizontal control is a decimal equivalence
 TU2033.of Year/Month/Day.
 TU2033
 TU2033.The orthometric height was determined by differential leveling.
 TU2033.The vertical network tie was performed by a horz. field party for horz.
 TU2033.obs reductions. Reset procedures were used to establish the elevation.
 TU2033
 TU2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2033
 TU2033.The geoid height was determined by GEOID03.
 TU2033
 TU2033;                    North         East     Units Scale Factor Converg.
 TU2033;SPC HI 4     -    25,302.190   471,285.739   MT  1.00000018   -0 06 16.2
 TU2033;UTM  04      - 2,439,850.444   419,707.133   MT  0.99967965   -0 17 32.3
 TU2033
 TU2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2033!SPC HI 4     -   0.99999657  x   1.00000018  =   0.99999675
 TU2033!UTM  04      -   0.99999657  x   0.99967965  =   0.99967622
 TU2033
 TU2033                          SUPERSEDED SURVEY CONTROL
 TU2033
 TU2033  NAD 83(1986)-  22 03 41.73788(N)    159 46 41.52385(W) AD(       ) 2
 TU2033  OLD HI      -  22 03 53.02030(N)    159 46 51.57250(W) AD(       ) 2
 TU2033
 TU2033.Superseded values are not recommended for survey control.
 TU2033.NGS no longer adjusts projects to the OLD HI datum.
 TU2033.See file dsdata.txt to determine how the superseded data were derived.
 TU2033
 TU2033_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1970739850(NAD 83)
 TU2033
 TU2033  HISTORY     - Date     Condition        Report By
 TU2033  HISTORY     - 1967     MONUMENTED       CGS
 TU2033  HISTORY     - 1983     GOOD             USPSQD
 TU2033
 TU2033                          STATION DESCRIPTION
 TU2033
 TU2033'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2033'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU2033'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES
 TU2033'TO A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU2033'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU2033'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN RIGHT AND
 TU2033'GO NORTHEAST FOR 0.05 MILE TO A ROAD ON THE LEFT.  TURN LEFT AND
 TU2033'GO NORTHWEST ALONG A DIRT ROAD FOR ABOUT 150 FEET TO THE
 TU2033'STATION.
 TU2033'
 TU2033'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 7 FEET
 TU2033'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED ON
 TU2033'TOP.  POINT OBSERVED WAS A BOLT IN THE TOP AND CENTER OF THE
 TU2033'LAUNCHER.
 TU2033
 TU2033                          STATION RECOVERY (1983)
 TU2033
 TU2033'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2033'STATION RECOVERED GOOD LAUNCHER IN PLACE, STATION OK PER PACIFIC
 TU2033'MIS. RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0777 ***********************************************************************
 TU0777  DESIGNATION -  LAUNCHER 617
 TU0777  PID         -  TU0777
 TU0777  STATE/COUNTY-  HI/KAUAI
 TU0777  USGS QUAD   -  MAKAHA POINT (1983)
 TU0777
 TU0777                         *CURRENT SURVEY CONTROL
 TU0777  ___________________________________________________________________
 TU0777* NAD 83(1986)-  22 03 42.     (N)    159 46 42.     (W)     SCALED    
 TU0777* LOCAL TIDAL -         4.256  (meters)      13.96   (feet)  ADJ UNCH  
 TU0777  ___________________________________________________________________
 TU0777  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0777
 TU0777  VERT ORDER  -  SECOND    CLASS 0
 TU0777
 TU0777.The horizontal coordinates were scaled from a topographic map and have
 TU0777.an estimated accuracy of +/- 6 seconds.
 TU0777
 TU0777.The orthometric height was key entered from printed documents
 TU0777.and not key verified.
 TU0777
 TU0777.The geoid height was determined by GEOID03.
 TU0777
 TU0777;                    North         East    Units  Estimated Accuracy
 TU0777;SPC HI 4     -    25,310.      471,270.      MT  (+/- 180 meters Scaled)
 TU0777
 TU0777                          SUPERSEDED SURVEY CONTROL
 TU0777
 TU0777.No superseded survey control is available for this station.
 TU0777
 TU0777_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK196398(NAD 83)
 TU0777_MARKER: B = BOLT
 TU0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0777_SP_SET: SLAB
 TU0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0777
 TU0777  HISTORY     - Date     Condition        Report By
 TU0777  HISTORY     - UNK      MONUMENTED       CGS
 TU0777  HISTORY     - 1967     GOOD             NGS
 TU0777
 TU0777                          STATION DESCRIPTION
 TU0777
 TU0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0777'2.15 MI N FROM BARKING SANDS PMRF.
 TU0777'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0777'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0777'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA
 TU0777'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.05 MILE NORTHEAST ALONG
 TU0777'AN OILED ROAD, THENCE ABOUT 250 FEET NORTHWEST ALONG A DIRT ROAD. AN
 TU0777'ELEVATION WAS ESTABLISHED ON THE SURFACE OF A CONCRETE SLAB, IN THE
 TU0777'CENTER OF A RING OF BOLTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0779 ***********************************************************************
 TU0779  DESIGNATION -  LAUNCHER 618
 TU0779  PID         -  TU0779
 TU0779  STATE/COUNTY-  HI/KAUAI
 TU0779  USGS QUAD   -  MAKAHA POINT (1983)
 TU0779
 TU0779                         *CURRENT SURVEY CONTROL
 TU0779  ___________________________________________________________________
 TU0779* NAD 83(1986)-  22 03 43.     (N)    159 46 40.     (W)     SCALED    
 TU0779* LOCAL TIDAL -         3.869  (meters)      12.69   (feet)  ADJ UNCH  
 TU0779  ___________________________________________________________________
 TU0779  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0779
 TU0779  VERT ORDER  -  SECOND    CLASS 0
 TU0779
 TU0779.The horizontal coordinates were scaled from a topographic map and have
 TU0779.an estimated accuracy of +/- 6 seconds.
 TU0779
 TU0779.The orthometric height was key entered from printed documents
 TU0779.and not key verified.
 TU0779
 TU0779.The geoid height was determined by GEOID03.
 TU0779
 TU0779;                    North         East    Units  Estimated Accuracy
 TU0779;SPC HI 4     -    25,340.      471,330.      MT  (+/- 180 meters Scaled)
 TU0779
 TU0779                          SUPERSEDED SURVEY CONTROL
 TU0779
 TU0779.No superseded survey control is available for this station.
 TU0779
 TU0779_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK197398(NAD 83)
 TU0779_MARKER: B = BOLT
 TU0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0779_SP_SET: SLAB
 TU0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0779
 TU0779  HISTORY     - Date     Condition        Report By
 TU0779  HISTORY     - UNK      MONUMENTED       CGS
 TU0779  HISTORY     - 1967     GOOD             NGS
 TU0779
 TU0779                          STATION DESCRIPTION
 TU0779
 TU0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0779'2.2 MI N FROM BARKING SANDS PMRF.
 TU0779'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0779'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0779'NORTHWESTERLY ALONG AN OILED ROAD (ENTERING A LARGE FENCED AREA
 TU0779'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.1 MILE NORTHEAST ALONG
 TU0779'AN OILED ROAD, THENCE ABOUT 150 FEET NORTHWEST ALONG A DIRT ROAD.  AN
 TU0779'ELEVATION WAS ESTABLISHED ON THE SURFACE OF A CONCRETE SLAB, IN THE
 TU0779'CENTER OF A RING OF BOLTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0780 ***********************************************************************
 TU0780  DESIGNATION -  LAUNCHER 619
 TU0780  PID         -  TU0780
 TU0780  STATE/COUNTY-  HI/KAUAI
 TU0780  USGS QUAD   -  MAKAHA POINT (1983)
 TU0780
 TU0780                         *CURRENT SURVEY CONTROL
 TU0780  ___________________________________________________________________
 TU0780* NAD 83(1993)-  22 03 46.34107(N)    159 46 41.44505(W)     ADJUSTED  
 TU0780* LOCAL TIDAL -         5.932  (meters)      19.46   (feet)  ADJ UNCH  
 TU0780  ___________________________________________________________________
 TU0780  EPOCH DATE  -        1993.62
 TU0780  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 TU0780  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0780
 TU0780  HORZ ORDER  -  SECOND
 TU0780  VERT ORDER  -  SECOND    CLASS 0
 TU0780
 TU0780.The horizontal coordinates were established by classical geodetic methods
 TU0780.and adjusted by the National Geodetic Survey in December 1998..
 TU0780.The horizontal coordinates are valid at the epoch date displayed above.
 TU0780.The epoch date for horizontal control is a decimal equivalence
 TU0780.of Year/Month/Day.
 TU0780
 TU0780.The orthometric height was key entered from printed documents
 TU0780.and not key verified.
 TU0780
 TU0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0780
 TU0780.The geoid height was determined by GEOID03.
 TU0780
 TU0780;                    North         East     Units Scale Factor Converg.
 TU0780;SPC HI 4     -    25,442.704   471,287.505   MT  1.00000018   -0 06 16.2
 TU0780;UTM  04      - 2,439,990.906   419,709.359   MT  0.99967965   -0 17 32.3
 TU0780
 TU0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0780!SPC HI 4     -   0.99999654  x   1.00000018  =   0.99999672
 TU0780!UTM  04      -   0.99999654  x   0.99967965  =   0.99967619
 TU0780
 TU0780                          SUPERSEDED SURVEY CONTROL
 TU0780
 TU0780  NAD 83(1986)-  22 03 46.30624(N)    159 46 41.47123(W) AD(       ) 2
 TU0780  OLD HI      -  22 03 57.58930(N)    159 46 51.52010(W) AD(       ) 2
 TU0780
 TU0780.Superseded values are not recommended for survey control.
 TU0780.NGS no longer adjusts projects to the OLD HI datum.
 TU0780.See file dsdata.txt to determine how the superseded data were derived.
 TU0780
 TU0780_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1970939991(NAD 83)
 TU0780_MARKER: Z = SEE DESCRIPTION
 TU0780_SETTING: 0 = UNSPECIFIED SETTING
 TU0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0780
 TU0780  HISTORY     - Date     Condition        Report By
 TU0780  HISTORY     - 1967     MONUMENTED       CGS
 TU0780  HISTORY     - 1967     GOOD             NGS
 TU0780  HISTORY     - 1983     GOOD             USPSQD
 TU0780
 TU0780                          STATION DESCRIPTION
 TU0780
 TU0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0780'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0780'FACILITY, GO NORTHERLY ALONG AN ASPHALT ROAD FOR 2.05 MILES TO
 TU0780'A STEEL GATE AT THE ENTRANCE TO A LARGE FENCED
 TU0780'COMPOUND.  CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN
 TU0780'OILED ROAD FOR 0.05 MILE TO A T INTERSECTION.  TURN RIGHT AND
 TU0780'GO NORTHEAST FOR 0.05 MILE TO A ROAD ON THE LEFT.  TURN LEFT AND
 TU0780'GO NORTHWEST ALONG A DIRT ROAD FOR 0.1 MILE TO THE STATION.
 TU0780'
 TU0780'THE STATION IS A WHITE-PAINTED STEEL CYLINDER, ABOUT 9 FEET
 TU0780'TALL, WITH A CONICAL TURRET AND MOVABLE STEEL BOOM MOUNTED
 TU0780'ON TOP.  TANGENTS WERE OBSERVED ON A FLANGE NEAR THE TOP OF THE
 TU0780'TURRET.
 TU0780
 TU0780                          STATION RECOVERY (1967)
 TU0780
 TU0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0780'2.25 MI N FROM BARKING SANDS PMRF.
 TU0780'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE THE BARKING
 TU0780'SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE NORTHWESTERLY
 TU0780'ALONG AN OILED ROAD, (ENTERING A LARGE FENCED AREA CONTROLLED BY THE
 TU0780'SANDIA CORPORATION) THENCE 0.05 MILE NORTHEAST ALONG AN OILED ROAD,
 TU0780'THENCE 0.1 MILE NORTHWEST ALONG A DIRT ROAD.  THE LAUNCHER IS A
 TU0780'WHITE-PAINTED STEEL CYLINDER, ABOUT 9 FEET TALL, WITH A CONICAL TURRET
 TU0780'AND MOVABLE STEEL BOOM MOUNTED ON TOP.  AN ELEVATION WAS ESTABLISHED
 TU0780'ON THE CENTER OF A STEEL PIN, UPON WHICH THE BOON PIVOTS VERTICALLY.
 TU0780
 TU0780                          STATION RECOVERY (1983)
 TU0780
 TU0780'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0780'STATION RECOVERED GOOD.  LAUNCHER IN PLACE, STATION OK PER PACIFIC
 TU0780'MISSILE RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0784 ***********************************************************************
 TU0784  DESIGNATION -  LAUNCHER 620
 TU0784  PID         -  TU0784
 TU0784  STATE/COUNTY-  HI/KAUAI
 TU0784  USGS QUAD   -  MAKAHA POINT (1983)
 TU0784
 TU0784                         *CURRENT SURVEY CONTROL
 TU0784  ___________________________________________________________________
 TU0784* NAD 83(1986)-  22 03 45.     (N)    159 46 36.     (W)     SCALED    
 TU0784* LOCAL TIDAL -         3.256  (meters)      10.68   (feet)  ADJ UNCH  
 TU0784  ___________________________________________________________________
 TU0784  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0784
 TU0784  VERT ORDER  -  SECOND    CLASS 0
 TU0784
 TU0784.The horizontal coordinates were scaled from a topographic map and have
 TU0784.an estimated accuracy of +/- 6 seconds.
 TU0784
 TU0784.The orthometric height was key entered from printed documents
 TU0784.and not key verified.
 TU0784
 TU0784.The geoid height was determined by GEOID03.
 TU0784
 TU0784;                    North         East    Units  Estimated Accuracy
 TU0784;SPC HI 4     -    25,400.      471,440.      MT  (+/- 180 meters Scaled)
 TU0784
 TU0784                          SUPERSEDED SURVEY CONTROL
 TU0784
 TU0784.No superseded survey control is available for this station.
 TU0784
 TU0784_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK198399(NAD 83)
 TU0784_MARKER: B = BOLT
 TU0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0784_SP_SET: PAD
 TU0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0784
 TU0784  HISTORY     - Date     Condition        Report By
 TU0784  HISTORY     - UNK      MONUMENTED       CGS
 TU0784  HISTORY     - 1967     GOOD             NGS
 TU0784
 TU0784                          STATION DESCRIPTION
 TU0784
 TU0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0784'IN BARKING SANDS P M R F.
 TU0784'2.05 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE TO
 TU0784'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.2 MILE
 TU0784'NORTHWEST ALONG AN OILED ROAD, THENCE 0.1 MILE NORTHEAST ALONG AN
 TU0784'OILED ROAD, THENCE 150 FEET NORTHWEST ALONG A DIRT ROAD.  AN ELEVATION
 TU0784'WAS ESTABLISHED ON THE SURFACE OF A CONCRETE PAD, IN THE CENTER OF A
 TU0784'RING OF BOLTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0782 ***********************************************************************
 TU0782  DESIGNATION -  LAUNCHER 623
 TU0782  PID         -  TU0782
 TU0782  STATE/COUNTY-  HI/KAUAI
 TU0782  USGS QUAD   -  MAKAHA POINT (1983)
 TU0782
 TU0782                         *CURRENT SURVEY CONTROL
 TU0782  ___________________________________________________________________
 TU0782* NAD 83(1986)-  22 03 50.     (N)    159 46 36.     (W)     SCALED    
 TU0782* LOCAL TIDAL -         6.037  (meters)      19.81   (feet)  ADJ UNCH  
 TU0782  ___________________________________________________________________
 TU0782  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0782
 TU0782  VERT ORDER  -  SECOND    CLASS 0
 TU0782
 TU0782.The horizontal coordinates were scaled from a topographic map and have
 TU0782.an estimated accuracy of +/- 6 seconds.
 TU0782
 TU0782.The orthometric height was key entered from printed documents
 TU0782.and not key verified.
 TU0782
 TU0782.The geoid height was determined by GEOID03.
 TU0782
 TU0782;                    North         East    Units  Estimated Accuracy
 TU0782;SPC HI 4     -    25,560.      471,440.      MT  (+/- 180 meters Scaled)
 TU0782
 TU0782                          SUPERSEDED SURVEY CONTROL
 TU0782
 TU0782.No superseded survey control is available for this station.
 TU0782
 TU0782_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK198401(NAD 83)
 TU0782_MARKER: B = BOLT
 TU0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0782_SP_SET: PAD
 TU0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0782
 TU0782  HISTORY     - Date     Condition        Report By
 TU0782  HISTORY     - UNK      MONUMENTED       CGS
 TU0782  HISTORY     - 1967     GOOD             NGS
 TU0782
 TU0782                          STATION DESCRIPTION
 TU0782
 TU0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0782'IN BARKING SANDS P M R F.
 TU0782'2.05 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE TO
 TU0782'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.2 MILE
 TU0782'NORTHWEST ALONG AN OILED ROAD, THENCE 0.2 MILE NORTHEAST ALONG AN
 TU0782'OILED ROAD, THENCE 0.1 MILE NORTHWEST ALONG A DIRT ROAD.  AN ELEVATION
 TU0782'WAS ESTABLISHED ON THE SURFACE OF A CONCRETE PAD, IN THE CENTER OF A
 TU0782'RING OF BOLTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0767 ***********************************************************************
 TU0767  DESIGNATION -  LAUNCHER 8A
 TU0767  PID         -  TU0767
 TU0767  STATE/COUNTY-  HI/KAUAI
 TU0767  USGS QUAD   -  MAKAHA POINT (1983)
 TU0767
 TU0767                         *CURRENT SURVEY CONTROL
 TU0767  ___________________________________________________________________
 TU0767* NAD 83(1993)-  22 03 37.25574(N)    159 46 47.66983(W)     ADJUSTED  
 TU0767* LOCAL TIDAL -         4.187  (meters)      13.74   (feet)  ADJ UNCH  
 TU0767  ___________________________________________________________________
 TU0767  EPOCH DATE  -        1993.62
 TU0767  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 TU0767  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU0767
 TU0767  HORZ ORDER  -  SECOND
 TU0767  VERT ORDER  -  SECOND    CLASS 0
 TU0767
 TU0767.The horizontal coordinates were established by classical geodetic methods
 TU0767.and adjusted by the National Geodetic Survey in December 1998..
 TU0767.The horizontal coordinates are valid at the epoch date displayed above.
 TU0767.The epoch date for horizontal control is a decimal equivalence
 TU0767.of Year/Month/Day.
 TU0767
 TU0767.The orthometric height was key entered from printed documents
 TU0767.and not key verified.
 TU0767
 TU0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0767
 TU0767.The geoid height was determined by GEOID03.
 TU0767
 TU0767;                    North         East     Units Scale Factor Converg.
 TU0767;SPC HI 4     -    25,163.578   471,108.520   MT  1.00000031   -0 06 18.5
 TU0767;UTM  04      - 2,439,712.458   419,529.517   MT  0.99968001   -0 17 34.6
 TU0767
 TU0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0767!SPC HI 4     -   0.99999681  x   1.00000031  =   0.99999712
 TU0767!UTM  04      -   0.99999681  x   0.99968001  =   0.99967682
 TU0767
 TU0767                          SUPERSEDED SURVEY CONTROL
 TU0767
 TU0767  NAD 83(1986)-  22 03 37.22088(N)    159 46 47.69599(W) AD(       ) 2
 TU0767  OLD HI      -  22 03 48.50320(N)    159 46 57.74480(W) AD(       ) 2
 TU0767
 TU0767.Superseded values are not recommended for survey control.
 TU0767.NGS no longer adjusts projects to the OLD HI datum.
 TU0767.See file dsdata.txt to determine how the superseded data were derived.
 TU0767
 TU0767_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1953039712(NAD 83)
 TU0767_MARKER: Z = SEE DESCRIPTION
 TU0767_SETTING: 0 = UNSPECIFIED SETTING
 TU0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0767
 TU0767  HISTORY     - Date     Condition        Report By
 TU0767  HISTORY     - 1967     MONUMENTED       CGS
 TU0767  HISTORY     - 1967     GOOD             NGS
 TU0767  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0767
 TU0767                          STATION DESCRIPTION
 TU0767
 TU0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0767'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0767'FACILITY, GO NORTH ALONG AN ASPHALT ROAD FOR 2.05 MILES TO A
 TU0767'STEEL GATE AT THE ENTRANCE TO A LARGE FENCED COMPOUND.  CONTINUE
 TU0767'STRAIGHT AHEAD, NORTHWESTERLY, ALONG AN OILED ROAD FOR 0.05
 TU0767'MILE TO A T INTERSECTION.  TURN LEFT AND GO SOUTHWEST ALONG AN
 TU0767'OILED ROAD FOR 0.1 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT
 TU0767'AND GO NORTHWEST FOR ABOUT 200 FEET TO THE STATION.
 TU0767'
 TU0767'THE STATION IS A HORIZONTAL STEEL DISK, ABOUT 5 FEET IN
 TU0767'DIAMETER, WITH UPRIGHTS ON EITHER SIDE SUPPORTING A LARGE
 TU0767'STEEL TUBE.  POINT OBSERVED WAS THE CENTER OF THE HORIZONTAL DISK.
 TU0767'
 TU0767'NOTE--THIS IS THE MOST SOUTHERLY ONE OF TWO IDENTICAL
 TU0767'INSTALLATIONS IN THE VICINITY.
 TU0767
 TU0767                          STATION RECOVERY (1967)
 TU0767
 TU0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0767'2.2 MI N FROM BARKING SANDS PMRF.
 TU0767'2.05 MILES NORTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE OF THE
 TU0767'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE
 TU0767'NORTHWESTERLY ALONG AN OILED ROAD, (ENTERING A LARGE FENCE AREA
 TU0767'CONTROLLED BY THE SANDIA CORPORATION) THENCE 0.1 MILE SOUTHWEST ALONG
 TU0767'AN OILED ROAD, THENCE ABOUT 200 FEET NORTHWEST ALONG A DIRT ROAD. THE
 TU0767'LAUNCHER IS A HORIZONTAL STEEL DISK, ABOUT 5 FEET IN DIAMETER, WITH
 TU0767'UPRIGHTS ON EITHER SIDE SUPPORTING A LARGE STEEL TUBE.  AN ELEVATION
 TU0767'WAS ESTABLISHED ON THE CENTER OF THE BEARING SUPPORTING THE STEEL
 TU0767'TUBE.  NOTE-- THIS IS THE MOST SOUTHWESTERLY ONE OF TWO IDENTICAL
 TU0767'LAUNCHERS IN THE VICINITY.
 TU0767
 TU0767                          STATION RECOVERY (1983)
 TU0767
 TU0767'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0767'SANDIA LAUNCHERS INTACT PER BARKING SANDS PAC. MISSILE RANGE
 TU0767'FACILITY.  LOCATION NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3098 ***********************************************************************
 TU3098  DESIGNATION -  LAUNIUPOKO 1879
 TU3098  PID         -  TU3098
 TU3098  STATE/COUNTY-  HI/MAUI
 TU3098  USGS QUAD   -  LAHAINA (1992)
 TU3098
 TU3098                         *CURRENT SURVEY CONTROL
 TU3098  ___________________________________________________________________
 TU3098* NAD 83(1993)-  20 50 25.23775(N)    156 38 02.11250(W)     ADJUSTED  
 TU3098* LOCAL TIDAL -       246.5    (meters)     809.     (feet)  VERT ANG  
 TU3098  ___________________________________________________________________
 TU3098  EPOCH DATE  -        1993.62
 TU3098  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 TU3098  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU3098
 TU3098  HORZ ORDER  -  FIRST
 TU3098
 TU3098.The horizontal coordinates were established by classical geodetic methods
 TU3098.and adjusted by the National Geodetic Survey in December 1998..
 TU3098.The horizontal coordinates are valid at the epoch date displayed above.
 TU3098.The epoch date for horizontal control is a decimal equivalence
 TU3098.of Year/Month/Day.
 TU3098
 TU3098.The orthometric height was determined by vertical angle observations.
 TU3098
 TU3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3098
 TU3098.The geoid height was determined by GEOID03.
 TU3098
 TU3098;                    North         East     Units Scale Factor Converg.
 TU3098;SPC HI 2     -    56,130.472   503,408.164   MT  0.99996681   +0 00 41.9
 TU3098;UTM  04      - 2,306,287.598   746,217.040   MT  1.00034925   +0 50 31.9
 TU3098
 TU3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3098!SPC HI 2     -   0.99995867  x   0.99996681  =   0.99992548
 TU3098!UTM  04      -   0.99995867  x   1.00034925  =   1.00030790
 TU3098
 TU3098:                Primary Azimuth Mark                     Grid Az
 TU3098:SPC HI 2     -  KILEA RESET                              144 37 07.4
 TU3098:UTM  04      -  KILEA RESET                              143 47 17.4
 TU3098
 TU3098|---------------------------------------------------------------------|
 TU3098| PID    Reference Object                     Distance      Geod. Az  |
 TU3098|                                                           dddmmss.s |
 TU3098| TU3090 KILEA RESET                         APPROX. 2.9 KM 1443749.3 |
 TU3098| TU3096 OLOWALU MILL FLAGSTAFF              APPROX. 3.6 KM 1611150.5 |
 TU3098| TU3100 KAUAULA MAKAI                       APPROX. 3.3 KM 2955240.3 |
 TU3098| TU3104 LAHAINA COURTHOUSE                  APPROX. 5.8 KM 3065428.1 |
 TU3098| TU3103 LAHAINA PROTESTANT CHURCH           APPROX. 5.2 KM 3081338.5 |
 TU3098| TU3111 LAHAINA PIONEER SUGAR MILL STK      APPROX. 6.1 KM 3134119.9 |
 TU3098|---------------------------------------------------------------------|
 TU3098
 TU3098                          SUPERSEDED SURVEY CONTROL
 TU3098
 TU3098  NAD 83(1986)-  20 50 25.19907(N)    156 38 02.08838(W) AD(       ) 1
 TU3098  OLD HI      -  20 50 36.73300(N)    156 38 12.26000(W) AD(       ) 1
 TU3098
 TU3098.Superseded values are not recommended for survey control.
 TU3098.NGS no longer adjusts projects to the OLD HI datum.
 TU3098.See file dsdata.txt to determine how the superseded data were derived.
 TU3098
 TU3098_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4621706288(NAD 83)
 TU3098
 TU3098  HISTORY     - Date     Condition        Report By
 TU3098  HISTORY     - 1879     MONUMENTED       CGS
 TU3098  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU3098  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3098  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3098  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3098  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3098  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3098
 TU3098                          STATION DESCRIPTION
 TU3098
 TU3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3098'ON WESTERN COAST OF WEST MAUI, IN LAHAINA DISTRICT, ABOUT 3
 TU3098'MILES SOUTHEAST OF LAHAINA LANDING, ON SOUTH SIDE OF LAUNIUPOKO
 TU3098'VALLEY, ON THE SOUTHWEST SIDE OF AND 10 FEET BELOW THE SUMMIT OF
 TU3098'THE CONSPICUOUS CHALKY HILL CALLED PUU MAHANALUA NUI OR
 TU3098'LAUNIUPOKO HILL.  MARKED BY CONCRETE POST WITH CROSS IN TOP SET
 TU3098'FLUSH WITH SURFACE OF GROUND AND SURMOUNTED BY A CAIRN OF
 TU3098'STONES.
 TU3098
 TU3098                          STATION RECOVERY (1929)
 TU3098
 TU3098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU3098'ORIGINAL DESCRIPTION AND MARK GOOD.
 TU3098'
 TU3098'NEW MARK--STANDARD BRONZE TABLET SET IN CONCRETE PIER, OVER
 TU3098'WHICH WAS BUILT A TYPE A HAWAII TERRITORY SURVEY TRIANGULATION
 TU3098'STATION MONUMENT.
 TU3098
 TU3098                          STATION RECOVERY (1931)
 TU3098
 TU3098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3098'STATION HAS BEEN REMARKED WITH HAWAIIAN GOVERNMENT DISC, AND HAS
 TU3098'A CONCRETE OBSERVING PLATFORM AND STEEL TARGET ABOVE IT.
 TU3098
 TU3098                          STATION RECOVERY (1950)
 TU3098
 TU3098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3098'STATION WAS RECOVERED AS DESCRIBED.
 TU3098'
 TU3098'TO REACH FROM THE VILLAGE OF OLOWALU.  GO NORTHWESTERLY ON
 TU3098'HIGHWAY TOWARD LAHAINA FOR 3.0 MILES, TURN RIGHT AT LARGE ROCK
 TU3098'PILE AND GO NORTHEAST ON CAIN ROAD FOR ABOUT 1.0 MILE.  FROM HERE
 TU3098'STATION LIES ABOUT 140 DEG MAGNETIC.  PACK SOUTHEAST ABOUT 0.4
 TU3098'TO TOP OF HILL AND STATION.
 TU3098
 TU3098                          STATION RECOVERY (1961)
 TU3098
 TU3098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3098'THE STATION WAS RECOVERED IN GOOD CONDITION.  A TYPE A, HAWAIIAN
 TU3098'TERRITORY SURVEY OBSERVING STAND IS OVER THE MARK.  DIRECTIONS
 TU3098'FOR REACHING THE STATION ARE ADEQUATE EXCEPT THAT THE DISTANCE
 TU3098'FROM OLOWALU SHOULD BE TRAVELED ON THE PIONEER SUGAR MILL
 TU3098'CO. PRIVATE ROAD AND THE TURN TO THE RIGHT SHOULD BE MADE ON THE
 TU3098'4TH FIELD ROAD PAST THE WASTE AREA ADJACENT TO THE PAVED COMPANY
 TU3098'ROAD.  FOLLOW THE FIELD ROAD TO THE EDGE OF THE CANE, THEN
 TU3098'CROSS TWO CATTLE GUARDS AT CORRAL.  FOLLOW ROUGH DIRT ROAD TO
 TU3098'GATE, LEAVE TRUCK AND PACK SOUTH TO TOP OF HILL AND STATION
 TU3098'PLAINLY VISIBLE FROM THE ROAD AT LAHAINA S.E. BASE 1950.
 TU3098
 TU3098                          STATION RECOVERY (1969)
 TU3098
 TU3098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3098'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 4 MILES
 TU3098'SOUTHEAST OF LAHAINA, 2 MILES NORTH-NORTHWEST OF OLOWALU STORE,
 TU3098'AND 0.7 MILE NORTHEAST OF STATE HIGHWAY 30, ON THE SUMMIT OF
 TU3098'PUU MAHANALUA NUI, A BARE, BROWN HILL OF ABOUT 809 FEET ELEVATION
 TU3098'THAT HAS A POWER LINE CROSSING IT.
 TU3098'
 TU3098'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3098'ON PAPALAUA ST. FOR 0.2 MILE.  TURN RIGHT AND GO SOUTHEAST ON
 TU3098'STATE HIGHWAY 30 FOR 3.1 MILES TO LAUNIUPOKO PARK ON RIGHT.  TAKE
 TU3098'LEFT FORK AND GO 0.1 MILE ON CANE ROAD.  TURN LEFT AND GO UPGRADE
 TU3098'FOR 1.4 MILES TO POWER LINE CROSSING AND END OF TRUCK TRAVEL.
 TU3098'PACK SOUTHERLY THROUGH KIAWE FLATS, ABOUT 1/2-MILE TO STATION.
 TU3098'
 TU3098'STATION IS MARKED WITH AN HTS DISK, UNSTAMPED, SET IN A
 TU3098'12-INCH-SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  A TYPE A SIGNAL
 TU3098'IS CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE, CONCRETE
 TU3098'PLATFORM 3-1/2 FEET ABOVE GROUND.  A RED AND WHITE METAL EXTENDS 6
 TU3098'FEET ABOVE PLATFORM.  STATION IS ABOUT 200 YARDS SOUTHWEST OF
 TU3098'THE POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2182 ***********************************************************************
 TU2182  DESIGNATION -  LAUPAHOEHOE 1913
 TU2182  PID         -  TU2182
 TU2182  STATE/COUNTY-  HI/HAWAII
 TU2182  USGS QUAD   -  PAPAALOA (1980)
 TU2182
 TU2182                         *CURRENT SURVEY CONTROL
 TU2182  ___________________________________________________________________
 TU2182* NAD 83(1993)-  19 59 37.08540(N)    155 14 24.50279(W)     ADJUSTED  
 TU2182* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU2182  ___________________________________________________________________
 TU2182  EPOCH DATE  -        1993.62
 TU2182  LAPLACE CORR-         -18.47  (seconds)                    DEFLEC99
 TU2182  GEOID HEIGHT-          18.35  (meters)                     GEOID03
 TU2182
 TU2182  HORZ ORDER  -  THIRD
 TU2182
 TU2182.The horizontal coordinates were established by classical geodetic methods
 TU2182.and adjusted by the National Geodetic Survey in December 1998..
 TU2182.The horizontal coordinates are valid at the epoch date displayed above.
 TU2182.The epoch date for horizontal control is a decimal equivalence
 TU2182.of Year/Month/Day.
 TU2182
 TU2182.The orthometric height was scaled from a topographic map.
 TU2182
 TU2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2182
 TU2182.The geoid height was determined by GEOID03.
 TU2182
 TU2182;                    North         East     Units Scale Factor Converg.
 TU2182;SPC HI 1     -   128,458.801   527,193.885   MT  0.99997580   +0 05 19.9
 TU2182;UTM  05      - 2,212,344.151   265,614.196   MT  1.00027906   -0 45 58.6
 TU2182
 TU2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2182!SPC HI 1     -   0.99999680  x   0.99997580  =   0.99997260
 TU2182!UTM  05      -   0.99999680  x   1.00027906  =   1.00027586
 TU2182
 TU2182                          SUPERSEDED SURVEY CONTROL
 TU2182
 TU2182  NAD 83(1986)-  19 59 37.06323(N)    155 14 24.50176(W) AD(       ) 3
 TU2182  OLD HI      -  19 59 48.07600(N)    155 14 34.48500(W) AD(       ) 3
 TU2182
 TU2182.Superseded values are not recommended for survey control.
 TU2182.NGS no longer adjusts projects to the OLD HI datum.
 TU2182.See file dsdata.txt to determine how the superseded data were derived.
 TU2182
 TU2182_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6561412344(NAD 83)
 TU2182
 TU2182  HISTORY     - Date     Condition        Report By
 TU2182  HISTORY     - 1913     MONUMENTED       CGS
 TU2182  HISTORY     - 1964     SEE DESCRIPTION  USGS
 TU2182  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2182  HISTORY     - 19970120 MARK NOT FOUND   USPSQD
 TU2182
 TU2182                          STATION DESCRIPTION
 TU2182
 TU2182'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2182'ESTABLISHED BY HAWAIIAN GOVERNMENT SURVEY.  ON NORTHEAST COAST OF
 TU2182'HAWAII, AT LAUPAHOEHOE, OUT ON THE FLAT ROCKY POINT CLOSE TO THE
 TU2182'SEA.  STATION IS OUTSIDE OF WALL WHICH SURROUNDS LIGHTHOUSE AND IS
 TU2182'18 METERS FROM IT.  THE NORTHEAST CORNER OF THE LIGHT BUILDING
 TU2182'(IN 1913) BEARS S. 85 DEG W. DISTANT 32.5 METERS (107 FEET).  THE
 TU2182'NORTHEST GABLE OF POLICE STATION (STATION YELLOW) BEARS S. 5 DEG
 TU2182'E., DISTANT 110 METERS.  MARKED BY A CONCRETE CYLINDER ABOUT
 TU2182'110 INCHES IN DIAMETER SET UPRIGHT AMONG THE STONES, CENTERED
 TU2182'WITH A VERY SMALL TRIANGLE.
 TU2182
 TU2182                          STATION RECOVERY (1964)
 TU2182
 TU2182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TU2182'STATION DESTROYED.  THE CONCRETE CYLINDER MARKED WITH TRIANGULATION
 TU2182'SIGN BELIEVED DESTROYED BY TSUNAMI.
 TU2182
 TU2182                          STATION RECOVERY (1966)
 TU2182
 TU2182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2182'STATION IS GONE.  IT WAS PROBABLY DESTROYED BY A TSUNAMI, AS A
 TU2182'CONSIDERABLE AMOUNT OF THE POINT WAS WASHED AWAY.
 TU2182
 TU2182                          STATION RECOVERY (1997)
 TU2182
 TU2182'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1815 ***********************************************************************
 TU1815  DESIGNATION -  LAVA
 TU1815  PID         -  TU1815
 TU1815  STATE/COUNTY-  HI/KAUAI
 TU1815  USGS QUAD   -  HANAPEPE (1996)
 TU1815
 TU1815                         *CURRENT SURVEY CONTROL
 TU1815  ___________________________________________________________________
 TU1815* NAD 83(1993)-  21 53 46.35215(N)    159 35 50.75562(W)     ADJUSTED  
 TU1815* LOCAL TIDAL -                                                        
 TU1815  ___________________________________________________________________
 TU1815  EPOCH DATE  -        1993.62
 TU1815  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 TU1815  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1815
 TU1815  HORZ ORDER  -  THIRD
 TU1815
 TU1815.The horizontal coordinates were established by classical geodetic methods
 TU1815.and adjusted by the National Geodetic Survey in December 1998..
 TU1815.The horizontal coordinates are valid at the epoch date displayed above.
 TU1815.The epoch date for horizontal control is a decimal equivalence
 TU1815.of Year/Month/Day.
 TU1815
 TU1815
 TU1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1815
 TU1815.The geoid height was determined by GEOID03.
 TU1815
 TU1815;                    North         East     Units Scale Factor Converg.
 TU1815;SPC HI 4     -     6,965.240   489,931.743   MT  0.99999125   -0 02 10.8
 TU1815;UTM  04      - 2,421,458.804   438,286.967   MT  0.99964706   -0 13 22.1
 TU1815
 TU1815                          SUPERSEDED SURVEY CONTROL
 TU1815
 TU1815  NAD 83(1986)-  21 53 46.32554(N)    159 35 50.77460(W) AD(       ) 4
 TU1815  OLD HI      -  21 53 57.58400(N)    159 36 00.80900(W) AD(       ) 3
 TU1815
 TU1815.Superseded values are not recommended for survey control.
 TU1815.NGS no longer adjusts projects to the OLD HI datum.
 TU1815.See file dsdata.txt to determine how the superseded data were derived.
 TU1815
 TU1815_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3828721459(NAD 83)
 TU1815
 TU1815  HISTORY     - Date     Condition        Report By
 TU1815  HISTORY     - 1904     MONUMENTED       CGS
 TU1815  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1815  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1815
 TU1815                          STATION DESCRIPTION
 TU1815
 TU1815'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (HDK)
 TU1815'ON SOUTH COAST OF KAUAI, ON THE MOST SOUTHERLY POINT ON WESTERN
 TU1815'SHORE OF HANAPEPE BAY, AT ABOUT 20 FEET ELEVATION, 20 METERS FROM
 TU1815'EDGE OF BLUFF, AND 80 METERS FROM WATER ON ROCKY SHORE TO
 TU1815'EASTWARD.  THERE IS A ROAD ABOUT 100 METERS TO THE
 TU1815'WESTWARD.  STATION MARKED BY SIGNAL POLE SUNK 1 FOOT INTO GROUND.
 TU1815
 TU1815                          STATION RECOVERY (1965)
 TU1815
 TU1815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1815'STATION IS GONE.
 TU1815
 TU1815                          STATION RECOVERY (2005)
 TU1815
 TU1815'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2612 ***********************************************************************
 TU2612  DESIGNATION -  LAVA CONE
 TU2612  PID         -  TU2612
 TU2612  STATE/COUNTY-  HI/HAWAII
 TU2612  USGS QUAD   -  KIHOLO (1996)
 TU2612
 TU2612                         *CURRENT SURVEY CONTROL
 TU2612  ___________________________________________________________________
 TU2612* NAD 83(1993)-  19 45 41.63910(N)    155 58 30.05380(W)     ADJUSTED  
 TU2612* LOCAL TIDAL -                                                        
 TU2612  ___________________________________________________________________
 TU2612  EPOCH DATE  -        1993.62
 TU2612  LAPLACE CORR-          19.34  (seconds)                    DEFLEC99
 TU2612  GEOID HEIGHT-          19.81  (meters)                     GEOID03
 TU2612
 TU2612  HORZ ORDER  -  THIRD
 TU2612
 TU2612.The horizontal coordinates were established by classical geodetic methods
 TU2612.and adjusted by the National Geodetic Survey in December 1998..
 TU2612.The horizontal coordinates are valid at the epoch date displayed above.
 TU2612.The epoch date for horizontal control is a decimal equivalence
 TU2612.of Year/Month/Day.
 TU2612
 TU2612
 TU2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2612
 TU2612.The geoid height was determined by GEOID03.
 TU2612
 TU2612;                    North         East     Units Scale Factor Converg.
 TU2612;SPC HI 1     -   102,817.730   450,217.870   MT  0.99999729   -0 09 38.2
 TU2612;UTM  05      - 2,187,835.071   188,223.191   MT  1.00080166   -1 00 24.1
 TU2612;UTM  04      - 2,187,927.932   817,017.346   MT  1.00084241   +1 01 25.1
 TU2612
 TU2612                          SUPERSEDED SURVEY CONTROL
 TU2612
 TU2612  NAD 83(1986)-  19 45 41.63757(N)    155 58 30.07523(W) AD(       ) 4
 TU2612  OLD HI      -  19 45 53.08000(N)    155 58 39.65000(W) AD(       ) 3
 TU2612
 TU2612.Superseded values are not recommended for survey control.
 TU2612.NGS no longer adjusts projects to the OLD HI datum.
 TU2612.See file dsdata.txt to determine how the superseded data were derived.
 TU2612
 TU2612_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8822387835(NAD 83)
 TU2612
 TU2612  HISTORY     - Date     Condition        Report By
 TU2612  HISTORY     - 1913     MONUMENTED       CGS
 TU2612  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2612  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2612
 TU2612                          STATION DESCRIPTION
 TU2612
 TU2612'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2612'IN NORTH KONA, NORTHWEST OF MOUNT HUALALAI, A STEEP LAVA CONE,
 TU2612'BLACK AND BARE, BELOW THE GOVERNMENT ROAD NEAR JOHN MAGUIRES
 TU2612'HOUSE, AND 1,200 METERS NORTHWEST OF STATION AKAHIPUU.  IT IS
 TU2612'THE SOURCE OF THE LAVA FLOW, PROBABLY OF 1801, WHICH RAN DOWN TO
 TU2612'THE NORTH SIDE OF KEAHOLE POINT, AND MAY BE IDENTIFIED BY
 TU2612'FOLLOWING WITH THE EYE TO THE INSHORE AND UPPER APEX OF THIS
 TU2612'ROUGHLY TRIANGULAR AREA OF BLACK, AND COMPARATIVELY
 TU2612'RECENT LAVA.  NOT MARKED.
 TU2612
 TU2612                          STATION RECOVERY (1967)
 TU2612
 TU2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2612'THE HILL WAS IDENTIFIED BY ANGLE, AND VISITED.  LOCATED ABOUT 8
 TU2612'MILES NORTH OF KAILUA AND 0.6 MILE NORTH-NORTHWEST OF THE HUEHUE
 TU2612'RANCH HEADQUARTERS, ON SLOPES RUNNING DOWN TOWARD SEA FROM STATE
 TU2612'HIGHWAY 19.  A BARE, BLACK JAGGED-TOPPED VOLCANIC CONE, NAMED
 TU2612'PUHIA PELE, AT ABOUT 1637 FEET ELEVATION.
 TU2612'
 TU2612'THERE IS NOW A SURVEY MARK, CONSISTING OF A 1-INCH, IRON PIPE
 TU2612'PROJECTING 1 FOOT FROM THE TOP OF A 14-INCH-DIAMETER, CONCRETE
 TU2612'MOUND, WITH THE WORD NEAR INSCRIBED IN THE CONCRETE, ON THE
 TU2612'SOUTHEAST RIM OF THE CRATER, ABOUT 50 FEET SOUTHEAST FROM HIGHEST
 TU2612'POINT OF THE RIM.  OBSERVATIONS MADE AT THIS MARK INDICATED THAT
 TU2612'THE CENTER OF THE HILL WAS INTERSECTED IN 1913.
 TU2612
 TU2612                          STATION RECOVERY (1968)
 TU2612
 TU2612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2612'STATION IS LOCATED ABOUT 8 MILES NORTH OF KAILUA-KONA AND ABOUT
 TU2612'1000 YARDS NORTH-NORTHWEST OF STATE ROUTE 19 ON LAND SLOPING
 TU2612'DOWN TO THE COAST.  FROM THE HIGHWAY THIS FEATURE APPEARS TO BE
 TU2612'A RIDGE OF VOLCANIC ROCK RUNNING EAST-WEST WITH THE EAST END
 TU2612'BEING A CONE-SHAPED FORMATION WHICH IS THE HIGHEST POINT ON THE
 TU2612'RIDGE.  THE RIM OF THIS CONE IS VERY IRREGULAR AND IS ABOUT 100
 TU2612'FEET ACROSS.  NOT TO BE CONFUSED WITH A SMALLER CONE ONLY HALF
 TU2612'AS HIGH AND LOCATED 150 FEET EAST OF THE MAJOR CONE.  A SIGN
 TU2612'ON THE HIGHWAY POINTS OUT THE CONE AS NAMED PUHIA PEIE.
 TU2612'
 TU2612'TO REACH THE STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH
 TU2612'ON STATE ROUTE 19 FOR 6.3 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2612'20.  CONTINUE ON STATE ROUTE 19 FOR 24.2 MILES AND PASS HUEHUE
 TU2612'RANCH DRIVEWAY ON LEFT.  CONTINUE SOUTH ANOTHER ONE-HALF MILE TO
 TU2612'PAVED SIDE ROAD ON RIGHT.  THE LOCKED GATE AT THE ENTRANCE TO
 TU2612'THIS ROAD HAS THE SIGN PRIVATE ROAD-HUEHUE/KONA VILLAGE ON IT AND
 TU2612'PERMISSION TO ENTER MAY BE OBTAINED AT THE HUEHUE RANCH.
 TU2612'PASS THROUGH GATE AND PROCEED DOWNHILL FOR 0.9 MILE TO
 TU2612'UNLOCKED GATE ON RIGHT.  AFTER PASSING THROUGH THIS GATE
 TU2612'FOLLOW A JEEP TRAIL THAT PARALLELS THE FENCE IN A NORTHERLY
 TU2612'DIRECTION.  THIS TRAIL CAN BE FOLLOWED 300 YARDS TO COME WITHIN
 TU2612'75 YARDS OF THE BASE OF THE CONE.  THERE IS NO MARKED TRAIL TO
 TU2612'THE TOP AND THE MOST DIRECT ASCENT IS RATHER STEEP.
 TU2612'
 TU2612'THE STATION WAS INTERSECTED IN 1913 AND THE DESCRIPTION DOES
 TU2612'NOT SPECIFY WHICH PART OF THE RIM WAS ACTUALLY INTERSECTED.  HOWEVER
 TU2612'THERE IS A SURVEY MARKER ON THE EAST EDGE OF OF RIM CONSISTING OF A
 TU2612'ONE-INCH IRON PIPE PROJECTING ONE-FOOT FROM THE TOP OF A 14-INCH
 TU2612'DIAMETER CONCRETE MOUND, WITH THE WORD NEAR INSCRIBED IN THE
 TU2612'CONCRETE.  THIS MARK IS ABOUT 53 FEET SOUTHEAST OF THE HIGHEST
 TU2612'ROCK ON THE RIM.  THE RECOVERY NOTE OF THIS INTERSECTION STATION
 TU2612'SAYS THAT OBSERVATIONS IN 1967 INDICATED THAT THE CENTER OF THE
 TU2612'CONE WAS INTERSECTED IN 1913.  THIS RECOVERY (NOVEMBER, 1968) DOES
 TU2612'NOT SPECULATE AS TO THE LOCATION OF THE INTERSECTION.  THE
 TU2612'IRON PIPE WAS OCCUPIED AND TWO PHOTO-INDENTIFIABLE SUBSTITUTE
 TU2612'STATIONS WERE ESTABLISHED WITH RESPECT TO THE PIPE INITIALIZING
 TU2612'ON STATION MOANUIAHEA, 1948.
 TU2612'
 TU2612'IN NOVEMBER 1968 CDR. R. L. NEWSOM PHOTOIDENTIFIED TWO
 TU2612'SUBSTITUTE STATIONS AND REFERENCED THEM TO IRON PIPE NEAR.  THE
 TU2612'PHOTOGRAMMETRY DIVISION COMPLETED AN AEROTRIANGULATION BRIDGE
 TU2612'OF THE AREA IN DECEMBER 1968.  THE BRIDGE HELD FOUR TRIANGUATION
 TU2612'STATIONS WITHIN A TOLERANCE OF 5 FT.  LAVA CONE, 1913 AND THE TWO
 TU2612'SUBSTATIONS FOR NEAR WERE FLOATED AND READ AS PASS POINTS.  THE
 TU2612'AEROTRIANGULATION DIFFERENCE BETWEEN THE TWO SUBPOINTS CHECKED
 TU2612'THE FIELD DIFFERENCE WITHIN A 1 FT. TOLERANCE VERIFYING THE
 TU2612'ACCURACY OF THE PHOTOFIELD INDENTIFICATION AND FIELD
 TU2612'MEASUREMENTS.
 TU2612'
 TU2612'THE AEROTRIANGULATION POSITIONS IRON PIPE NEAR -- 80 FT. SOUTH
 TU2612'OF INTERSECTION STATION LAVA CONE, 1913.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1788 ***********************************************************************
 TU1788  DESIGNATION -  LAW
 TU1788  PID         -  TU1788
 TU1788  STATE/COUNTY-  HI/KAUAI
 TU1788  USGS QUAD   -  KOLOA (1996)
 TU1788
 TU1788                         *CURRENT SURVEY CONTROL
 TU1788  ___________________________________________________________________
 TU1788* NAD 83(1993)-  21 53 04.88432(N)    159 30 04.43457(W)     ADJUSTED  
 TU1788* LOCAL TIDAL -                                                        
 TU1788  ___________________________________________________________________
 TU1788  EPOCH DATE  -        1993.62
 TU1788  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 TU1788  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU1788
 TU1788  HORZ ORDER  -  THIRD
 TU1788
 TU1788.The horizontal coordinates were established by classical geodetic methods
 TU1788.and adjusted by the National Geodetic Survey in December 1998..
 TU1788.The horizontal coordinates are valid at the epoch date displayed above.
 TU1788.The epoch date for horizontal control is a decimal equivalence
 TU1788.of Year/Month/Day.
 TU1788
 TU1788
 TU1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1788
 TU1788.The geoid height was determined by GEOID03.
 TU1788
 TU1788;                    North         East     Units Scale Factor Converg.
 TU1788;SPC HI 4     -     5,686.594   499,872.698   MT  0.99999000   -0 00 01.7
 TU1788;UTM  04      - 2,420,148.279   448,220.226   MT  0.99963313   -0 11 12.6
 TU1788
 TU1788                          SUPERSEDED SURVEY CONTROL
 TU1788
 TU1788  NAD 83(1986)-  21 53 04.86560(N)    159 30 04.46370(W) AD(       ) 4
 TU1788  OLD HI      -  21 53 16.14000(N)    159 30 14.54000(W) AD(       ) 3
 TU1788
 TU1788.Superseded values are not recommended for survey control.
 TU1788.NGS no longer adjusts projects to the OLD HI datum.
 TU1788.See file dsdata.txt to determine how the superseded data were derived.
 TU1788
 TU1788_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4822020148(NAD 83)
 TU1788
 TU1788  HISTORY     - Date     Condition        Report By
 TU1788  HISTORY     - 1910     MONUMENTED       CGS
 TU1788  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1788  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1788
 TU1788                          STATION DESCRIPTION
 TU1788
 TU1788'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1788'ON SOUTH COAST OF KAUAI, ON HIGH ROCKY POINT AT EAST SIDE OF
 TU1788'ENTRANCE TO LAWAI HARBOR.  MARKED BY SIGNAL POLE SET IN CRACK
 TU1788'IN ROCKS.
 TU1788
 TU1788                          STATION RECOVERY (1965)
 TU1788
 TU1788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1788'STATION IS GONE.  IT WAS MARKED BY A POLE IN CRACK IN ROCK.
 TU1788
 TU1788                          STATION RECOVERY (2005)
 TU1788
 TU1788'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE5231 ***********************************************************************
 DE5231  DESIGNATION -  LAYS
 DE5231  PID         -  DE5231
 DE5231  STATE/COUNTY-  HI/HONOLULU
 DE5231  USGS QUAD   -  
 DE5231
 DE5231                         *CURRENT SURVEY CONTROL
 DE5231  ___________________________________________________________________
 DE5231* NAD 83(1993)-  25 46 28.01143(N)    171 44 20.00420(W)     ADJUSTED  
 DE5231* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 DE5231  ___________________________________________________________________
 DE5231  EPOCH DATE  -        1993.62
 DE5231  X           -  -5,687,611.710 (meters)                     COMP
 DE5231  Y           -    -825,790.525 (meters)                     COMP
 DE5231  Z           -   2,756,588.735 (meters)                     COMP
 DE5231  ELLIP HEIGHT-          17.14  (meters)          (07/03/02) GPS OBS
 DE5231
 DE5231  HORZ ORDER  -  B
 DE5231  ELLP ORDER  -  THIRD     CLASS I
 DE5231
 DE5231.The horizontal coordinates were established by GPS observations
 DE5231.and adjusted by the National Geodetic Survey in July 2002..
 DE5231.The horizontal coordinates are valid at the epoch date displayed above.
 DE5231.The epoch date for horizontal control is a decimal equivalence
 DE5231.of Year/Month/Day.
 DE5231
 DE5231.The orthometric height was scaled from a topographic map.
 DE5231
 DE5231.Photographs are available for this station.
 DE5231
 DE5231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5231
 DE5231.The ellipsoidal height was determined by GPS observations
 DE5231.and is referenced to NAD 83.
 DE5231
 DE5231;                    North         East     Units Scale Factor Converg.
 DE5231;SPC HI 5     -   506,612.127 -,665,739.441   MT  1.01681782   -5 05 20.4
 DE5231;UTM  02      - 2,850,913.463   425,911.683   MT  0.99966778   -0 19 16.7
 DE5231
 DE5231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5231!SPC HI 5     -   0.99999731  x   1.01681782  =   1.01681508
 DE5231!UTM  02      -   0.99999731  x   0.99966778  =   0.99966509
 DE5231
 DE5231                          SUPERSEDED SURVEY CONTROL
 DE5231
 DE5231.No superseded survey control is available for this station.
 DE5231
 DE5231_U.S. NATIONAL GRID SPATIAL ADDRESS:  2RMP2591250913(NAD 83)
 DE5231_MARKER: DS = TRIANGULATION STATION DISK
 DE5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5231_STAMPING: LAYS 1961
 DE5231_MARK LOGO: CGS   
 DE5231_PROJECTION: PROJECTING 20 CENTIMETERS
 DE5231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5231+STABILITY: SURFACE MOTION
 DE5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5231+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2001
 DE5231
 DE5231  HISTORY     - Date     Condition        Report By
 DE5231  HISTORY     - 1961     MONUMENTED       CGS
 DE5231  HISTORY     - 20010817 GOOD             NGS
 DE5231  HISTORY     - 20010817 GOOD             NGS
 DE5231
 DE5231                          STATION DESCRIPTION
 DE5231
 DE5231'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DE5231'ASTRONOMIC POSITION OF LAYS RM 2 LAT N 25 46 24.89, LONG W 171 44
 DE5231'27.99, ASTRONOMIC AZ LAYS RM 2 TO AZ MK 211 29 57.98 FROM S.
 DE5231' 
 DE5231'THE STATION IS MARKED BY A CGS TRIANGULAITION DISK STAMPED-LAYS-1961,
 DE5231'SET IN A 12 INCH SQUARE CONCRETE MONUMENT WHICH SURROUNDS A 5 FOOT
 DE5231'(1.5 M) LENGTH OF 2 IN GALVANIZED PIPE DRIVEN IN THE GROUND (HEIGHT
 DE5231'ABOVE GROUND NOT NOTED.) LOCATED ON HIGHEST POINT OF RIDGE BETWEEN THE
 DE5231'MIDDLE LAGOON AND THE BEACH ON THE WESTERN SIDE OF LAYSAN ISLAND
 DE5231'APPROXIMATELY 200 FT (61.0 M) E OF SAND BEACH, WHICH IS THE TERMINUS
 DE5231'OF THE BEST BOAT APPROACH AND LANDING SITE ON THE ISLAND, IN A CLEAR,
 DE5231'LEVEL, SAND-GUANO COVERED AREA APPROXIMATELY 125 FT (38.1 M) NE OF A
 DE5231'CONSPICUOUS AND ONLY IRONWOOD TREE ON THE ISLAND.
 DE5231' 
 DE5231'RM 1 IS MARKED BY A 5 FOOT (1.5 M) LENGTH OF 3 INCH ANGLE IRON DRIVEN
 DE5231'IN THE GROUND SURROUNDED BY A MOUND OF CONCRETE WHICH PROJECTS 24
 DE5231'INCHES ABOVE THE GROUND, APPROXIMATELY 30 FT (9.1 M) IN ASTRONOMIC AZ
 DE5231'FROM S OF 212 14 12 FROM THE STATION.
 DE5231' 
 DE5231'RM 2 IS A CGS REFERENCE DISK STAMPED--LAYS RM 2 1961--, SET IN A 16
 DE5231'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4.5 FT (1.4 M) ABOVE THE
 DE5231'GROUND, 20.58 METERS (67.52 FT) IN ASTRONOMIC AZ FROM S OF 05 46 03
 DE5231'FROM STATION.  (RM 2 WAS OCCUPIED AS THE LIGHT CROSSING STATION FOR AZ
 DE5231'OBSERVATIONS.)
 DE5231' 
 DE5231'AZ MK IS MARKED BY AN UNSTAMPED-CGS TRIANGULATION DISK CEMENTED IN TOP
 DE5231'OF A 5 FOOT (1.5 M) LENGTH OF GALVANIZED PIPE DRIVEN IN THE GROUND AND
 DE5231'PROJECTING 2 FT (0.6 M) ABOVE THE GROUND ON THE HIGH SAND DUNE AT EDGE
 DE5231'OF VEGETATION ON NORTHERN END OF ISLAND ION ASTRONOMIC AZ FROM S OF
 DE5231'211
 DE5231'29 57.98 FROM RM 2.
 DE5231' 
 DE5231'LAYSAN MAGNETIC IS MARKED BY A CGS BM DISK CEMENTED IN TOP OF A 3 INCH
 DE5231'COPPER PIPE WHICH PROJECTS 2 FOOT (0.6 M) ABOVE GROUND (STAMPING NOT
 DE5231'NOTED), 83.92 METERS (275.33 FT) IN ASTRONOMIC AZ FROM S OF 248 35 02
 DE5231'FROM RM2.  THIS IS THE ONLY 1930 SURVEY STATION RECOVERED AND IS IN
 DE5231'GOOD CONDITION.
 DE5231
 DE5231                          STATION RECOVERY (2001)
 DE5231
 DE5231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 DE5231'RECOVERED AS DESCRIBED.
 DE5231
 DE5231                          STATION RECOVERY (2001)
 DE5231
 DE5231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 DE5231'THE STATION IS LOCATED ON LAYSAN ISLAND ON THE WEST SIDE OF THE ISLAND
 DE5231'INSHORE FROM A
 DE5231'SMALL COVE IN THE NORTHWEST QUADRANT OF THE ISLAND WHERE A BREAK IN
 DE5231'THE FRINGING REEF
 DE5231'ALLOWS SMALL CRAFT BEACH LANDINGS ON A PROMINENT SAND RIDGE JUST NORTH
 DE5231'OF A U.S. FISH
 DE5231'AND WILDLIFE SERVICE REASEARCH CAMP.  THE ISLAND IS A PROTECTED
 DE5231'PRESERVE AND A PERMIT
 DE5231'AND QUALIFIED ESCORT ARE REQUIRED TO ACCESS THE LAND AND SURROUNDING
 DE5231'WATERS.  THE
 DE5231'STATION IS BEST REACHED BY SMALL CRAFT USING EXTREME CAUTION AND
 DE5231'FINDING THE BREAK IN
 DE5231'THE REEF IN THE NORTHWEST QUADRANT OF THE ISLAND AND BEACHING ON THE
 DE5231'SHORE BELOW
 DE5231'AND WEST OF THE RESEARCH CAMP WHICH IS EVIDENCED BY SEVERAL TENTS AND
 DE5231'A FEW SMALL
 DE5231'PINES.  FROM THE BEACH PACK EAST THROUGH A BREAK IN THE VEGETATION UP
 DE5231'TO THE TOP OF THE
 DE5231'RIDGE AND THE CAMP AREA AND THEN JUST TO THE NORTH TO THE STATION
 DE5231'AMIDST THE CLUMP
 DE5231'GRASS.  NOTE--  CAUTION MUST BE EXCERCISED IN WALKING AWAY FROM THE
 DE5231'BEACH AREA AS
 DE5231'THERE ARE NUMEROUS BIRD BURROWS PRESENT.  IN THE CAMP AREA, REFERENCE
 DE5231'MARK NO 2 CAN
 DE5231'BE FOUND IN TOP OF A CONCRETE PILLAR PROJECTING 1.3 METER ABOVE GROUND
 DE5231'LOCATED
 DE5231'BETWEEN A STORAGE HOOTCH AND THE MAIN CAMP HOOTCH WHICH SERVES AS
 DE5231'OFFICE,
 DE5231'RECREATION, COOKING AND DINING AREA FOR CAMP PERSONNEL.  REFERENCE
 DE5231'MARK NO 1, THE
 DE5231'AZIMUTH MARK AND LAYSAN MAGNETIC WERE NOT FOUND.  IT IS A CGS
 DE5231'BRONZE TRIANGULATION
 DE5231'STATION DISK SET IN THE TOP OF A 0.32 METER SQUARE CONCRETE MONUMENT
 DE5231'WHICH PROJECTS 20
 DE5231'CM ABOVE THE SAND.  IT IS ABOUT 200 FT INSHORE FROM THE BEACH, 20.6
 DE5231'METERS NORTH OF RM 2,
 DE5231'9.5 METERS WNW OF A STORAGE HOOTCH.
 DE5231'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3212 ***********************************************************************
 TU3212  DESIGNATION -  LEHUA
 TU3212  PID         -  TU3212
 TU3212  STATE/COUNTY-  HI/MAUI
 TU3212  USGS QUAD   -  
 TU3212
 TU3212                         *CURRENT SURVEY CONTROL
 TU3212  ___________________________________________________________________
 TU3212* NAD 83(1993)-  20 47 31.98900(N)    156 51 32.62492(W)     ADJUSTED  
 TU3212* LOCAL TIDAL -       821.1    (meters)    2694.     (feet)  VERT ANG  
 TU3212  ___________________________________________________________________
 TU3212  EPOCH DATE  -        1993.62
 TU3212  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 TU3212  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU3212
 TU3212  HORZ ORDER  -  SECOND
 TU3212
 TU3212.The horizontal coordinates were established by classical geodetic methods
 TU3212.and adjusted by the National Geodetic Survey in December 1998..
 TU3212.The horizontal coordinates are valid at the epoch date displayed above.
 TU3212.The epoch date for horizontal control is a decimal equivalence
 TU3212.of Year/Month/Day.
 TU3212
 TU3212.The orthometric height was determined by vertical angle observations.
 TU3212
 TU3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3212
 TU3212.The geoid height was determined by GEOID03.
 TU3212
 TU3212;                    North         East     Units Scale Factor Converg.
 TU3212;SPC HI 2     -    50,814.137   479,969.617   MT  0.99997162   -0 04 05.9
 TU3212;UTM  04      - 2,300,630.705   722,850.626   MT  1.00021378   +0 45 37.1
 TU3212
 TU3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3212!SPC HI 2     -   0.99986839  x   0.99997162  =   0.99984002
 TU3212!UTM  04      -   0.99986839  x   1.00021378  =   1.00008215
 TU3212
 TU3212|---------------------------------------------------------------------|
 TU3212| PID    Reference Object                     Distance      Geod. Az  |
 TU3212|                                                           dddmmss.s |
 TU3212| CN5847 LEHUA RM 1                            4.678 METERS 06624     |
 TU3212| TU3214 PUU MANU                            APPROX. 2.0 KM 2124149.6 |
 TU3212| CN5848 LEHUA RM 2                            9.178 METERS 27420     |
 TU3212|---------------------------------------------------------------------|
 TU3212
 TU3212                          SUPERSEDED SURVEY CONTROL
 TU3212
 TU3212  NAD 83(1986)-  20 47 31.94613(N)    156 51 32.58643(W) AD(       ) 2
 TU3212  OLD HI      -  20 47 43.30700(N)    156 51 42.68700(W) AD(       ) 2
 TU3212
 TU3212.Superseded values are not recommended for survey control.
 TU3212.NGS no longer adjusts projects to the OLD HI datum.
 TU3212.See file dsdata.txt to determine how the superseded data were derived.
 TU3212
 TU3212_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2285100631(NAD 83)
 TU3212_MARKER: Z = SEE DESCRIPTION
 TU3212_SETTING: 0 = UNSPECIFIED SETTING
 TU3212
 TU3212  HISTORY     - Date     Condition        Report By
 TU3212  HISTORY     - 1962     MONUMENTED       CGS
 TU3212  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3212
 TU3212                          STATION DESCRIPTION
 TU3212
 TU3212'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3212'STATION IS LOCATED ABOUT 4-1/2 MILES AIRLINE SOUTHEAST OF LANAI
 TU3212'CITY, AT ABOUT 2600 FEET ELEVATION, ON THE SOUTHEAST END OF THE
 TU3212'RANGE OF HIGH MOUNTAINS OF THE ISLAND.  ON A SMALL GRASSY HUMMOCK
 TU3212'ALONG THE EAST SIDE OF THE GRADED ROAD WHICH RUNS THE LENGTH OF
 TU3212'THE MOUNTAIN RANGE.
 TU3212'
 TU3212'TO REACH STATION FROM THE JUNCTION OF HIGHWAY 44 AND 441, AT THE
 TU3212'SOUTH EDGE OF LANAI CITY, GO SOUTHERLY ON HIGHWAY 441 FOR 1.7
 TU3212'MILES TO A PAVED FORK.  TAKE LEFT FORK AND GO 1.15 MILES TO END OF
 TU3212'PAVED ROAD.  CONTINUE ON GRADED ROAD FOR 0.2 MILE TO SIDE ROAD
 TU3212'LEFT.  TURN LEFT AND GO 0.5 MILE TO CROSSROAD AT EDGE OF
 TU3212'PINEAPPLE FIELD.  CONTINUE AHEAD ON GRADED UP DRAW, AND SOUTHEAST
 TU3212'UP SIDE OF HILL, FOR 1.8 MILES TO FORK AT EDGE OF PINEAPPLE FIELD
 TU3212'ON TOP OF MESA.  TAKE RIGHT FORK ALONG EDGE OF FIELD FOR 0.35
 TU3212'MILE TO CROSSROAD.  TURN RIGHT, THROUGH A GATE, AND FOLLOW
 TU3212'MAIN ROAD SOUTH FOR 0.45 MILE TO TOP OF GRADE IN A SADDLE.  TURN
 TU3212'LEFT AND FOLLOW GRADED ROAD UP ALONG RIDGE FOR 1.3 MILES TO
 TU3212'STATION ON RIGHT.
 TU3212'
 TU3212'STATION MARK IS A STANDARD DISK STAMPED LEHUA 1962, BRAZED TO
 TU3212'THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN CEMENT AND
 TU3212'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 4.8 FEET EAST-SOUTHEAST
 TU3212'OF A WHITE WITNESS POST, 14.0 FEET EAST OF CENTER LINE OF ROAD,
 TU3212'4.3 FEET SOUTHWEST OF A HAWAII VISITORS BUREAU SIGN KAHOOLAWE
 TU3212'ISLAND, 27 FEET SOUTH OF A BULLDOZED DRAINAGE COURSE THAT
 TU3212'CROSSES THE ROAD, AND ABOUT 200 YARDS NORTHEAST OF A GROUP OF
 TU3212'NORFOLK ISLAND PINES.
 TU3212'
 TU3212'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEHUA NO 1
 TU3212'1962, CEMENTED IN A DRILL HOLE IN A 16-INCH BOULDER THAT PROJECTS
 TU3212'4 INCHES ABOVE GROUND.  IT IS A SLIGHT, BARE SADDLE ON THE
 TU3212'STATION HUMMOCK.  11.5 FEET EAST-NORTHEAST OF THE SIGN
 TU3212'KOHOOLAWE ISLAND AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TU3212'
 TU3212'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LEHUA
 TU3212'NO 2 1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS
 TU3212'SET IN A CEMENT AND PROJECTS 6 INCHES ABOVE GROUND.  IT IS ON A
 TU3212'GRASSY POINT.  18 FEET WEST OF CENTER LINE OF ROAD, 7 FEET SOUTH
 TU3212'OF EDGE OF DRAINAGE COURSE, AND ABOUT 2 FEET HIGHER THAN THE
 TU3212'STATION.
 TU3212'
 TU3212'STATION PUU MANU (HGS) 1879 1927 WILL SERVE AS THE AZIMUTH MARK.
 TU3212
 TU3212                          STATION RECOVERY (1964)
 TU3212
 TU3212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3212'THE STATION WAS RECOVERED AS DESCRIBED IN ORIGINAL DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2064 ***********************************************************************
 TU2064  DESIGNATION -  LEHUA 1926
 TU2064  PID         -  TU2064
 TU2064  STATE/COUNTY-  HI/KAUAI
 TU2064  USGS QUAD   -  
 TU2064
 TU2064                         *CURRENT SURVEY CONTROL
 TU2064  ___________________________________________________________________
 TU2064* NAD 83(1993)-  22 01 08.37778(N)    160 05 53.62776(W)     ADJUSTED  
 TU2064* LOCAL TIDAL -       214.     (meters)     702.     (feet)  SCALED    
 TU2064  ___________________________________________________________________
 TU2064  EPOCH DATE  -        1993.62
 TU2064  LAPLACE CORR-           5.50  (seconds)                    DEFLEC99
 TU2064  GEOID HEIGHT-          14.42  (meters)                     GEOID03
 TU2064
 TU2064  HORZ ORDER  -  THIRD
 TU2064
 TU2064.The horizontal coordinates were established by classical geodetic methods
 TU2064.and adjusted by the National Geodetic Survey in December 1998..
 TU2064.The horizontal coordinates are valid at the epoch date displayed above.
 TU2064.The epoch date for horizontal control is a decimal equivalence
 TU2064.of Year/Month/Day.
 TU2064
 TU2064.The orthometric height was scaled from a topographic map.
 TU2064
 TU2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2064
 TU2064.The geoid height was determined by GEOID03.
 TU2064
 TU2064;                    North         East     Units Scale Factor Converg.
 TU2064;SPC HI 5     -    39,014.121   507,065.984   MT  1.00000062   +0 01 32.4
 TU2064;UTM  04      - 2,435,336.626   386,649.856   MT  0.99975875   -0 24 42.4
 TU2064
 TU2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2064!SPC HI 5     -   0.99996410  x   1.00000062  =   0.99996472
 TU2064!UTM  04      -   0.99996410  x   0.99975875  =   0.99972286
 TU2064
 TU2064:                Primary Azimuth Mark                     Grid Az
 TU2064:SPC HI 5     -  HOUSE NORTH GABLE                        159 30 18.0
 TU2064:UTM  04      -  HOUSE NORTH GABLE                        159 56 32.8
 TU2064
 TU2064|---------------------------------------------------------------------|
 TU2064| PID    Reference Object                     Distance      Geod. Az  |
 TU2064|                                                           dddmmss.s |
 TU2064| TU2063 HOUSE NORTH GABLE                   APPROX. 1.8 KM 1593150.4 |
 TU2064| TU1870 PANIAU                              APPROX. 9.0 KM 1701049.3 |
 TU2064| TU1872 PIN                                 APPROX. 7.1 KM 1882436.8 |
 TU2064| TU1873 BLACK                               APPROX. 4.2 KM 2020046.2 |
 TU2064|---------------------------------------------------------------------|
 TU2064
 TU2064                          SUPERSEDED SURVEY CONTROL
 TU2064
 TU2064  NAD 83(1986)-  22 01 08.33305(N)    160 05 53.65428(W) AD(       ) 3
 TU2064  OLD HI      -  22 01 19.59200(N)    160 06 03.72200(W) AD(       ) 3
 TU2064
 TU2064.Superseded values are not recommended for survey control.
 TU2064.NGS no longer adjusts projects to the OLD HI datum.
 TU2064.See file dsdata.txt to determine how the superseded data were derived.
 TU2064
 TU2064_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK8665035337(NAD 83)
 TU2064_MARKER: Z = SEE DESCRIPTION
 TU2064_SETTING: 0 = UNSPECIFIED SETTING
 TU2064
 TU2064  HISTORY     - Date     Condition        Report By
 TU2064  HISTORY     - 1926     MONUMENTED       CGS
 TU2064  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU2064  HISTORY     - 1972     SEE DESCRIPTION  USN
 TU2064  HISTORY     - 20041020 MARK NOT FOUND   GEOCAC
 TU2064
 TU2064                          STATION DESCRIPTION
 TU2064
 TU2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU2064'ON THE HIGHEST POINT OF LEHUA ISLAND, THE SMALL ISLAND CLOSE TO
 TU2064'AND NORTHWEST OF NIIHAU ISLAND.  MARKED BY A STANDARD BRASS DISK
 TU2064'CEMENTED INTO A 1 1/2-INCH PIPE SECURELY DRIVEN INTO GROUND.  TWO
 TU2064'STANDARD REFERENCE MARKS WERE SET.  NO. 1, 14.180 METERS (46.52
 TU2064'FEET), FROM STATION IN AZIMUTH 92 DEG, MAGNETIC.  NO. 2,21.555
 TU2064'METERS (70.72 FEET), IN AZIMUTH 283 DEG, MAGNETIC.
 TU2064
 TU2064                          STATION RECOVERY (1931)
 TU2064
 TU2064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (JHP)
 TU2064'STATION IS O.K. EXCEPT THAT THE STATION MARK HAS BEEN
 TU2064'SURROUNDED WITH A CONCRETE BLOCK, 12- BY 12- BY 18-IN (HIGH).  A
 TU2064'WOODEN SKELETON TOWER, PAINTED WHITE, SUPPORTING A FLASHING
 TU2064'WHITE GAS LIGHT, FLASH 1 SEC. DURATION EVERY 10 SEC., BEARS
 TU2064'96 DEG 57 MIN AT A DISTANCE OF 20.84 FT. FROM THE STATION
 TU2064'MARK.  THE ELEVATION OF THE TOP OF THE TOWER IS 5.812 FT. ABOVE
 TU2064'THE BRASS DISK OF THE STATION.  ANOTHER REFERENCE MARK,
 TU2064'CONSISTING OF A GALVANIZED NAIL SET IN CONCRETE, WAS PLACED
 TU2064'ON A BEARING 276 DEG 31 MIN AT A DISTANCE OF 584.4 FT. FROM
 TU2064'THE STATION.  THIS BASE WAS USED IN MAKING A SURVEY OF THE
 TU2064'SURROUNDING AREA FOR CONSTRUCTION PURPOSES.
 TU2064
 TU2064                          STATION RECOVERY (1972)
 TU2064
 TU2064'RECOVERY NOTE BY US NAVY 1972 (PMR)
 TU2064'REFERENCE MARK 2 WAS RECOVERED AND FOUND TO BE IN GOOD
 TU2064'CONDITION.  THE STATION MARK AND REFERENCE MARK 1 WERE FOUND
 TU2064'DESTROYED.  THERE IS PRESENTLY A COAST GUARD BEACON LOCATED
 TU2064'VERY NEAR THE SAME PLACE THAT THE STATION WAS.
 TU2064'
 TU2064'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2064'ON THE HIGHEST POINT OF LEHUA ISLAND.
 TU2064
 TU2064                          STATION RECOVERY (2004)
 TU2064
 TU2064'RECOVERY NOTE BY GEOCACHING 2004 (LTL)
 TU2064'STATION MARK NOT FOUND.  NO EVIDENCE OF STATION.  REFERENCE MARK 1 NOT
 TU2064' 
 TU2064'FOUND.  EMPTY 1 1/2-INCH PIPE SET IN CONCRETE FOUND AT 22 01 08.27 (N)
 TU2064' 
 TU2064'160 05 53.17 (W), THE LOCATION GIVEN FOR REFERENCE MARK 1.  REFERENCE
 TU2064' 
 TU2064'MARK 1 PRESUMABLY DESTROYED.  REFERENCE MARK 2 RECOVERED IN GOOD
 TU2064'CONDITION AT 22 01 08.63 (N) 160 05 54.43 (W).  WOODEN TOWER WITH
 TU2064'LIGHT NO LONGER EXISTS.  CURRENT COAST GUARD LIGHT ON METAL POST
 TU2064'LOCATED AT 22 01 08.39 (N) 160 05 54.01 (W).  UNKNOWN DISK, STAMPED
 TU2064'ROCK 1972, FOUND AT 22 01 07.73 (N) 160 05 47.53 (W).  UNKNOWN DISK
 TU2064'PRESUMABLY LEFT BY US NAVY RECOVERY IN 1972.  COORDINATES OBTAINED
 TU2064'WITH HANDHELD GPS RECEIVER AND CONVERTED TO NAD 83 WITH HTDP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1535 ***********************************************************************
 TU1535  DESIGNATION -  LEIA 1963
 TU1535  PID         -  TU1535
 TU1535  STATE/COUNTY-  HI/HONOLULU
 TU1535  USGS QUAD   -  KAENA (1983)
 TU1535
 TU1535                         *CURRENT SURVEY CONTROL
 TU1535  ___________________________________________________________________
 TU1535* NAD 83(1993)-  21 34 42.71576(N)    158 10 04.44576(W)     ADJUSTED  
 TU1535* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1535  ___________________________________________________________________
 TU1535  EPOCH DATE  -        1993.62
 TU1535  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 TU1535  GEOID HEIGHT-          14.81  (meters)                     GEOID03
 TU1535
 TU1535  HORZ ORDER  -  THIRD
 TU1535
 TU1535.The horizontal coordinates were established by classical geodetic methods
 TU1535.and adjusted by the National Geodetic Survey in December 1998..
 TU1535.No horizontal observational check was made to the station.
 TU1535.The horizontal coordinates are valid at the epoch date displayed above.
 TU1535.The epoch date for horizontal control is a decimal equivalence
 TU1535.of Year/Month/Day.
 TU1535
 TU1535.The orthometric height was scaled from a topographic map.
 TU1535
 TU1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1535
 TU1535.The geoid height was determined by GEOID03.
 TU1535
 TU1535;                    North         East     Units Scale Factor Converg.
 TU1535;SPC HI 3     -    45,611.447   482,611.512   MT  0.99999373   -0 03 42.3
 TU1535;UTM  04      - 2,386,407.632   586,143.601   MT  0.99969169   +0 18 21.8
 TU1535
 TU1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1535!SPC HI 3     -   0.99999736  x   0.99999373  =   0.99999109
 TU1535!UTM  04      -   0.99999736  x   0.99969169  =   0.99968905
 TU1535
 TU1535                          SUPERSEDED SURVEY CONTROL
 TU1535
 TU1535  NAD 83(1986)-  21 34 42.66654(N)    158 10 04.45734(W) AD(       ) 3
 TU1535  OLD HI      -  21 34 54.05200(N)    158 10 14.38500(W) AD(       ) 3
 TU1535
 TU1535.Superseded values are not recommended for survey control.
 TU1535.NGS no longer adjusts projects to the OLD HI datum.
 TU1535.See file dsdata.txt to determine how the superseded data were derived.
 TU1535
 TU1535_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8614486408(NAD 83)
 TU1535
 TU1535  HISTORY     - Date     Condition        Report By
 TU1535  HISTORY     - 1963     MONUMENTED       CGS
 TU1535
 TU1535                          STATION DESCRIPTION
 TU1535
 TU1535'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU1535'SEE STATION MOKULEIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3359 ***********************************************************************
 TU3359  DESIGNATION -  LEINAOPAPIO 1925
 TU3359  PID         -  TU3359
 TU3359  STATE/COUNTY-  HI/KALAWAO
 TU3359  USGS QUAD   -  
 TU3359
 TU3359                         *CURRENT SURVEY CONTROL
 TU3359  ___________________________________________________________________
 TU3359* NAD 83(1993)-  21 10 21.33807(N)    156 55 42.77149(W)     ADJUSTED  
 TU3359* LOCAL TIDAL -        47.     (meters)     154.     (feet)  SCALED    
 TU3359  ___________________________________________________________________
 TU3359  EPOCH DATE  -        1993.62
 TU3359  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 TU3359  GEOID HEIGHT-          15.18  (meters)                     GEOID03
 TU3359
 TU3359  HORZ ORDER  -  THIRD
 TU3359
 TU3359.The horizontal coordinates were established by classical geodetic methods
 TU3359.and adjusted by the National Geodetic Survey in December 1998..
 TU3359.The horizontal coordinates are valid at the epoch date displayed above.
 TU3359.The epoch date for horizontal control is a decimal equivalence
 TU3359.of Year/Month/Day.
 TU3359
 TU3359.The orthometric height was scaled from a topographic map.
 TU3359
 TU3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3359
 TU3359.The geoid height was determined by GEOID03.
 TU3359
 TU3359;                    North         East     Units Scale Factor Converg.
 TU3359;SPC HI 2     -    92,937.118   472,804.390   MT  0.99997580   -0 05 40.5
 TU3359;UTM  04      - 2,342,653.882   715,069.995   MT  1.00017163   +0 44 54.4
 TU3359
 TU3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3359!SPC HI 2     -   0.99999023  x   0.99997580  =   0.99996603
 TU3359!UTM  04      -   0.99999023  x   1.00017163  =   1.00016185
 TU3359
 TU3359:                Primary Azimuth Mark                     Grid Az
 TU3359:SPC HI 2     -  MOKAPU                                   022 38 01.4
 TU3359:UTM  04      -  MOKAPU                                   021 47 26.5
 TU3359
 TU3359|---------------------------------------------------------------------|
 TU3359| PID    Reference Object                     Distance      Geod. Az  |
 TU3359|                                                           dddmmss.s |
 TU3359| TU3356 MOKAPU                              APPROX. 1.3 KM 0223220.9 |
 TU3359| TU3365 KAUHAKO                             APPROX. 4.4 KM 2911606.8 |
 TU3359|---------------------------------------------------------------------|
 TU3359
 TU3359                          SUPERSEDED SURVEY CONTROL
 TU3359
 TU3359  NAD 83(1986)-  21 10 21.29996(N)    156 55 42.71829(W) AD(       ) 3
 TU3359  OLD HI      -  21 10 32.77800(N)    156 55 52.74400(W) AD(       ) 3
 TU3359
 TU3359.Superseded values are not recommended for survey control.
 TU3359.NGS no longer adjusts projects to the OLD HI datum.
 TU3359.See file dsdata.txt to determine how the superseded data were derived.
 TU3359
 TU3359_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1507042654(NAD 83)
 TU3359
 TU3359  HISTORY     - Date     Condition        Report By
 TU3359  HISTORY     - 1925     MONUMENTED       CGS
 TU3359  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3359
 TU3359                          STATION DESCRIPTION
 TU3359
 TU3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3359'A MARK CONSISTING OF A STEEL PIPE PLACED IN CONCRETE WAS
 TU3359'RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3359'
 TU3359'STATION IS LOCATED ABOUT 3 MILES AIRLINE ESE OF KALAUPAPA ON
 TU3359'LEINAOPAPIO POINT, DUE SOUTH OF OKAIA ISLAND.  IT LIES ON A SMALL
 TU3359'FLAT IN THE STEEP SLOPE ABOUT 125 FEET ABOVE THE WATER.
 TU3359'
 TU3359'STATION WAS REACHED BY SKIFF AND BY FOOT ALONG A STEEP GOAT TRAIL.
 TU3359'
 TU3359'STATION MARK IS A 1-1/2 INCH DIAMETER RUSTED STEEL PIPE, 15
 TU3359'INCHES ABOVE THE SURROUNDING GROUND, PLACED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2185 ***********************************************************************
 TU2185  DESIGNATION -  LELEIWI USGS 1912
 TU2185  PID         -  TU2185
 TU2185  STATE/COUNTY-  HI/HAWAII
 TU2185  USGS QUAD   -  HILO (1995)
 TU2185
 TU2185                         *CURRENT SURVEY CONTROL
 TU2185  ___________________________________________________________________
 TU2185* NAD 83(1993)-  19 44 10.93551(N)    155 00 12.98509(W)     ADJUSTED  
 TU2185* LOCAL TIDAL -         5.9    (meters)      19.     (feet)  VERT ANG  
 TU2185  ___________________________________________________________________
 TU2185  EPOCH DATE  -        1993.62
 TU2185  LAPLACE CORR-         -18.32  (seconds)                    DEFLEC99
 TU2185  GEOID HEIGHT-          16.25  (meters)                     GEOID03
 TU2185
 TU2185  HORZ ORDER  -  SECOND
 TU2185
 TU2185.The horizontal coordinates were established by classical geodetic methods
 TU2185.and adjusted by the National Geodetic Survey in December 1998..
 TU2185.The horizontal coordinates are valid at the epoch date displayed above.
 TU2185.The epoch date for horizontal control is a decimal equivalence
 TU2185.of Year/Month/Day.
 TU2185
 TU2185.The orthometric height was determined by vertical angle observations.
 TU2185
 TU2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2185
 TU2185.The geoid height was determined by GEOID03.
 TU2185
 TU2185;                    North         East     Units Scale Factor Converg.
 TU2185;SPC HI 1     -   100,034.998   552,030.787   MT  1.00000011   +0 10 03.5
 TU2185;UTM  05      - 2,183,548.655   290,032.269   MT  1.00014495   -0 40 36.7
 TU2185
 TU2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2185!SPC HI 1     -   0.99999652  x   1.00000011  =   0.99999663
 TU2185!UTM  05      -   0.99999652  x   1.00014495  =   1.00014147
 TU2185
 TU2185:                Primary Azimuth Mark                     Grid Az
 TU2185:SPC HI 1     -  PAUKAA POINT LIGHT NEW                   287 26 07.1
 TU2185:UTM  05      -  PAUKAA POINT LIGHT NEW                   288 16 47.3
 TU2185
 TU2185|---------------------------------------------------------------------|
 TU2185| PID    Reference Object                     Distance      Geod. Az  |
 TU2185|                                                           dddmmss.s |
 TU2185| TU2158 PAUKAA POINT LIGHT NEW              APPROX. 9.5 KM 2873610.6 |
 TU2185| TU2157 PAPAIKOU SUGAR CO STACK             APPROX.10.1 KM 2973121.8 |
 TU2185| TU2150 PEPEEKEO POINT LIGHT                APPROX.14.8 KM 3260012.0 |
 TU2185|---------------------------------------------------------------------|
 TU2185
 TU2185                          SUPERSEDED SURVEY CONTROL
 TU2185
 TU2185  NAD 83(1986)-  19 44 10.89993(N)    155 00 13.00414(W) AD(       ) 2
 TU2185  OLD HI      -  19 44 21.84000(N)    155 00 22.96800(W) AD(       ) 2
 TU2185
 TU2185.Superseded values are not recommended for survey control.
 TU2185.NGS no longer adjusts projects to the OLD HI datum.
 TU2185.See file dsdata.txt to determine how the superseded data were derived.
 TU2185
 TU2185_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9003283549(NAD 83)
 TU2185_MARKER: Z = SEE DESCRIPTION
 TU2185_SETTING: 0 = UNSPECIFIED SETTING
 TU2185
 TU2185  HISTORY     - Date     Condition        Report By
 TU2185  HISTORY     - 1912     MONUMENTED       USGS
 TU2185  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2185  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2185  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2185  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU2185
 TU2185                          STATION DESCRIPTION
 TU2185
 TU2185'DESCRIBED BY US GEOLOGICAL SURVEY 1912 (ERH)
 TU2185'ON EAST COAST OF HAWAII, ON LELEIWI POINT, 3 MILES EAST OF HILO
 TU2185'BREAKWATER.  FROM THIS POINT THERE ARE THREE SIMILAR POINTS IN
 TU2185'LINE, BEARING NORTH, THE FIRST TWO CLOSE BY AND EQUALLY SPACED FROM
 TU2185'THE POINT ON WHICH THE STATION STANDS, AND THE OTHER DISTANT
 TU2185'SEVERAL HUNDRED METERS.  ON THE OTHER SIDE THE OUTERMOST POINT
 TU2185'BEARS SOUTHWEST.  THE POINT IS ABOUT 20 METERS LONG AND ABOUT 6
 TU2185'METERS WIDE AT ITS WIDEST PART WHERE THE STATION IS PLACED.  IT
 TU2185'BECOMES VERY NARROW WHERE IT JOINS THE MAINLAND.  ITS TOP IS
 TU2185'FLAT, ITS SIDES VERTICAL, AND ITS HEIGHT ABOUT 10 FEET ABOVE
 TU2185'HIGH WATER.  MARKED BY A UNITED STATES GEOLOGICAL
 TU2185'SURVEY COPPER PLATE SET IN CEMENT FLUSH WITH FLAT SURFACE OF
 TU2185'LAVA.  IT IS 8.8 METERS (29 FEET) FROM EXTREME END OF POINT.
 TU2185'1.0 METER NORTH OF DEEP CRACK WHICH RUNS ABOUT EAST AND WEST, AND
 TU2185'1.75 METERS (5.7 FEET) WEST OF ANOTHER CRACK WHICH RUNS NORTH AND
 TU2185'SOUTH.
 TU2185
 TU2185                          STATION RECOVERY (1949)
 TU2185
 TU2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2185'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A
 TU2185'NEW DESCRIPTION FOLLOWS.
 TU2185'
 TU2185'THE STATION IS LOCATED ABOUT 3 MILES EAST OF THE HILO
 TU2185'BREAKWATER.  ABOUT 0.5 MILE EAST OF THE OLD PUUMAILE HOSPITAL, 753
 TU2185'FEET NORTH NORTHEAST OF TRIANGULATION STATION KEAUKAHA AND 29 FEET
 TU2185'WEST OF THE END OF LELEIWI POINT.
 TU2185'
 TU2185'TO REACH FROM THE BRIDGE WHICH SPANS THE WAILOA RIVER, IN THE TOWN
 TU2185'OF HILO.  GO EASTERLY, ON THE MAIN TRAVELED ROAD, FOR 4.3
 TU2185'MILES.  PASS THROUGH A GATE INTO THE PUUMAILE HOSPITAL GROUNDS, AND
 TU2185'GO SOUTHERLY, PASSING TO THE LEFT HAND SIDE OF THE MAIN BUILDING,
 TU2185'FOR 0.3 MILE TO A TURN AROUND AT THE END OF THE PAVED ROAD.  FROM
 TU2185'THIS POINT GO SOUTH AND EAST ON A TRACK ROAD FOR 0.5 MILE TO THE
 TU2185'END OF TRUCK TRAVEL AT A SMALL SHACK.  THE STATION LIES ABOUT 0.1
 TU2185'MILE EAST OF THIS SHACK.
 TU2185'
 TU2185'THE STATION IS A U.S. GEOLOGICAL SURVEY DISK, TOO BADLY MUTILATED
 TU2185'TO READ, WHICH IS SET INTO A DRILL HOLE IN BEDROCK.
 TU2185'
 TU2185'THIS STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM
 TU2185'TRIANGULATION STATION KEAUKAHA.
 TU2185
 TU2185                          STATION RECOVERY (1966)
 TU2185
 TU2185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2185'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE HOSPITAL
 TU2185'MENTIONED IN 1949 DESCRIPTION IS GONE.  A COMPLETE DESCRIPTION
 TU2185'FOLLOWS--
 TU2185'
 TU2185'STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF HILO, ON LELEIWI
 TU2185'POINT, ON A PROMINENT ROCK POINT THAT EXTENDS ABOUT 75 FEET NORTH
 TU2185'FROM GENERAL SHORELINE AND IS ABOUT 18 FEET WIDE AND 10 FEET ABOVE
 TU2185'WATER.  STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK CEMENTED IN
 TU2185'A DRILL HOLE IN BEDROCK.  NO STAMPING CAN BE SEEN ON THE DISK.  IT
 TU2185'IS 30 FEET SOUTH FROM TIP OF POINT, 753 FEET NORTH OF STATION
 TU2185'KEAUKAHA AND ABOUT 550 FEET NORTH OF AN OLD HOUSE.
 TU2185'
 TU2185'TO REACH STATION FROM THE INTERSECTION OF WAIANUENUE ST. AND
 TU2185'KAMEHAMEHA AVE. IN HILO, GO EAST ON KAMEHAMEHA AVE. FOR 1.7
 TU2185'MILES.  TAKE LEFT FORK AND FOLLOW KALANIANAOLE ST. FOR 3.7 MILES TO
 TU2185'END OF PAVED STREET.  CONTINUE AHEAD ON GRAVEL ROAD FOR 0.1
 TU2185'MILE.  TURN RIGHT, ON NARROW MACADAM ROAD, AND GO 0.1 MILE.  TAKE
 TU2185'SIDE ROAD LEFT, 50 YARDS BEFORE RADIO TOWER, AND FOLLOW TRACK
 TU2185'ROAD EAST FOR 0.35 MILE.  TAKE LEFT FORK AND GO 0.15 MILE TO END
 TU2185'OF ROAD AT OLD HOUSE.  WALK NORTH ACROSS ROUGH, GRASSY AREA
 TU2185'FOR ABOUT 550 FEET TO STATION.
 TU2185
 TU2185                          STATION RECOVERY (1975)
 TU2185
 TU2185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2185'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1949
 TU2185'AND 1966.  THE STATION IS ON A BARE ROCKY POINT ABOUT 19 FEET ABOVE
 TU2185'SEA LEVEL.  THE STATION IS A U.S.G.S. DISK STAMPED HAWAII CEMENTED
 TU2185'IN A DRILL HOLE IN THE BARE BEDROCK.
 TU2185'
 TU2185'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2185'5-1/2 MILES EAST OF HILO.
 TU2185
 TU2185                          STATION RECOVERY (1976)
 TU2185
 TU2185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2185'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1949.
 TU2185'
 TU2185'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2185'5-1/2 MILES EAST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3302 ***********************************************************************
 TU3302  DESIGNATION -  LELEMAKO
 TU3302  PID         -  TU3302
 TU3302  STATE/COUNTY-  HI/MAUI
 TU3302  USGS QUAD   -  
 TU3302
 TU3302                         *CURRENT SURVEY CONTROL
 TU3302  ___________________________________________________________________
 TU3302* NAD 83(1993)-  21 10 13.89264(N)    156 46 23.08210(W)     ADJUSTED  
 TU3302* LOCAL TIDAL -       582.     (meters)    1909.     (feet)  SCALED    
 TU3302  ___________________________________________________________________
 TU3302  EPOCH DATE  -        1993.62
 TU3302  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 TU3302  GEOID HEIGHT-          14.53  (meters)                     GEOID03
 TU3302
 TU3302  HORZ ORDER  -  THIRD
 TU3302
 TU3302.The horizontal coordinates were established by classical geodetic methods
 TU3302.and adjusted by the National Geodetic Survey in December 1998..
 TU3302.The horizontal coordinates are valid at the epoch date displayed above.
 TU3302.The epoch date for horizontal control is a decimal equivalence
 TU3302.of Year/Month/Day.
 TU3302
 TU3302.The orthometric height was scaled from a topographic map.
 TU3302
 TU3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3302
 TU3302.The geoid height was determined by GEOID03.
 TU3302
 TU3302;                    North         East     Units Scale Factor Converg.
 TU3302;SPC HI 2     -    92,689.397   488,949.312   MT  0.99996818   -0 02 18.3
 TU3302;UTM  04      - 2,342,643.729   731,220.757   MT  1.00026072   +0 48 16.6
 TU3302
 TU3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3302!SPC HI 2     -   0.99990625  x   0.99996818  =   0.99987443
 TU3302!UTM  04      -   0.99990625  x   1.00026072  =   1.00016694
 TU3302
 TU3302:                Primary Azimuth Mark                     Grid Az
 TU3302:SPC HI 2     -  APUU                                     084 02 39.1
 TU3302:UTM  04      -  APUU                                     083 12 04.2
 TU3302
 TU3302|---------------------------------------------------------------------|
 TU3302| PID    Reference Object                     Distance      Geod. Az  |
 TU3302|                                                           dddmmss.s |
 TU3302| TU3294 APUU                                APPROX. 2.0 KM 0840020.8 |
 TU3302|---------------------------------------------------------------------|
 TU3302
 TU3302                          SUPERSEDED SURVEY CONTROL
 TU3302
 TU3302  NAD 83(1986)-  21 10 13.84897(N)    156 46 23.02877(W) AD(       ) 3
 TU3302  OLD HI      -  21 10 25.26400(N)    156 46 33.19100(W) AD(       ) 3
 TU3302
 TU3302.Superseded values are not recommended for survey control.
 TU3302.NGS no longer adjusts projects to the OLD HI datum.
 TU3302.See file dsdata.txt to determine how the superseded data were derived.
 TU3302
 TU3302_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3122142644(NAD 83)
 TU3302
 TU3302  HISTORY     - Date     Condition        Report By
 TU3302  HISTORY     - UNK      MONUMENTED
 TU3302  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3302
 TU3302                          STATION DESCRIPTION
 TU3302
 TU3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3302'A SEARCH OF THE AREA WAS MADE BUT NO MARK OF ANY KIND WAS FOUND.
 TU3302'
 TU3302'IN ORDER TO CARRY A TELLUROMETER TRAVERSE ALONG THE NORTH
 TU3302'COAST OF THE ISLAND A NEW STATION WAS ESTABLISHED, BUT SINCE
 TU3302'IT WAS NOT KNOWN DEFINITELY THAT IT WAS IN THE IMMEDIATE VICINITY
 TU3302'OF THE LOCATION OF OLD STATION LELEMAKO IT WAS NAMED
 TU3302'KIOKIO.  SUBSEQUENT COMPUTATIONS SHOW STATION KIOKIO TO BE
 TU3302'ESTABLISHED WITHIN A FEW FEET OF THE ORIGINAL LOCATION OF
 TU3302'LELEMAKO.
 TU3302'
 TU3302'SEE DESCRIPTION FOR KIOKIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1503 ***********************************************************************
 TU1503  DESIGNATION -  LENA
 TU1503  PID         -  TU1503
 TU1503  STATE/COUNTY-  HI/HONOLULU
 TU1503  USGS QUAD   -  WAIMEA (1983)
 TU1503
 TU1503                         *CURRENT SURVEY CONTROL
 TU1503  ___________________________________________________________________
 TU1503* NAD 83(1993)-  21 40 00.24911(N)    158 02 35.41534(W)     ADJUSTED  
 TU1503* LOCAL TIDAL -       137.     (meters)     449.     (feet)  SCALED    
 TU1503  ___________________________________________________________________
 TU1503  EPOCH DATE  -        1993.62
 TU1503  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 TU1503  GEOID HEIGHT-          13.74  (meters)                     GEOID03
 TU1503
 TU1503  HORZ ORDER  -  THIRD
 TU1503
 TU1503.The horizontal coordinates were established by classical geodetic methods
 TU1503.and adjusted by the National Geodetic Survey in December 1998..
 TU1503.The horizontal coordinates are valid at the epoch date displayed above.
 TU1503.The epoch date for horizontal control is a decimal equivalence
 TU1503.of Year/Month/Day.
 TU1503
 TU1503.The orthometric height was scaled from a topographic map.
 TU1503
 TU1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1503
 TU1503.The geoid height was determined by GEOID03.
 TU1503
 TU1503;                    North         East     Units Scale Factor Converg.
 TU1503;SPC HI 3     -    55,368.975   495,531.781   MT  0.99999025   -0 00 57.4
 TU1503;UTM  04      - 2,396,245.248   598,997.172   MT  0.99972110   +0 21 11.9
 TU1503
 TU1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1503!SPC HI 3     -   0.99997631  x   0.99999025  =   0.99996656
 TU1503!UTM  04      -   0.99997631  x   0.99972110  =   0.99969742
 TU1503
 TU1503|---------------------------------------------------------------------|
 TU1503| PID    Reference Object                     Distance      Geod. Az  |
 TU1503|                                                           dddmmss.s |
 TU1503| CJ8785 LENA RM 2                            12.140 METERS 07244     |
 TU1503| CJ8784 LENA RM 1                            11.550 METERS 14759     |
 TU1503|---------------------------------------------------------------------|
 TU1503
 TU1503                          SUPERSEDED SURVEY CONTROL
 TU1503
 TU1503  NAD 83(1986)-  21 40 00.20036(N)    158 02 35.42660(W) AD(       ) 3
 TU1503  OLD HI      -  21 40 11.62000(N)    158 02 45.35300(W) AD(       ) 3
 TU1503
 TU1503.Superseded values are not recommended for survey control.
 TU1503.NGS no longer adjusts projects to the OLD HI datum.
 TU1503.See file dsdata.txt to determine how the superseded data were derived.
 TU1503
 TU1503_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9899796245(NAD 83)
 TU1503_MARKER: Z = SEE DESCRIPTION
 TU1503_SETTING: 0 = UNSPECIFIED SETTING
 TU1503
 TU1503  HISTORY     - Date     Condition        Report By
 TU1503  HISTORY     - 1932     MONUMENTED       CGS
 TU1503  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1503  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1503
 TU1503                          STATION DESCRIPTION
 TU1503
 TU1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1503'STATION IS 1.6 MILES NE OF WAIMEA, MIDWAY BETWEEN PAKU LENA AND
 TU1503'PAUMALU GULCHES, AT CREST OF BLUFF ABOUT 20 METERS N OF NE CORNER
 TU1503'OF OLD PINEAPPLE FIELD.  A PROMINENT WOODED KNOLL IS ABOUT 120
 TU1503'METERS SE OF STATION.  THE LARGE BUILDING N OF THE HIGHWAY AT
 TU1503'WAIALEE INDUSTRIAL SCHOOL (LAUNDRY) IS VISIBLE FROM
 TU1503'STATION.  STATION CAN BEST BE REACHED BY THE ROAD UP THE BLUFF
 TU1503'FROM WAIMEA.
 TU1503'
 TU1503'STATION AND REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN
 TU1503'CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 TU1503'
 TU1503'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1503
 TU1503                          STATION RECOVERY (1945)
 TU1503
 TU1503'RECOVERY NOTE BY US ARMY 1945
 TU1503'STATION LOST.  R.M. 1 AND STATION MARK HAVE BEEN DESTROYED.
 TU1503
 TU1503                          STATION RECOVERY (1964)
 TU1503
 TU1503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1503'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE LAND IN THIS VICINITY
 TU1503'HAS BEEN CULTIVATED AND CONVERTED TO PASTURE AND IT IS BELIEVED
 TU1503'THAT THE STATION AND REFERENCE MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1915 ***********************************************************************
 TU1915  DESIGNATION -  LIA
 TU1915  PID         -  TU1915
 TU1915  STATE/COUNTY-  HI/KAUAI
 TU1915  USGS QUAD   -  KAPAA (1996)
 TU1915
 TU1915                         *CURRENT SURVEY CONTROL
 TU1915  ___________________________________________________________________
 TU1915* NAD 83(1993)-  22 05 24.73429(N)    159 18 19.74604(W)     ADJUSTED  
 TU1915* LOCAL TIDAL -         9.     (meters)      30.     (feet)  SCALED    
 TU1915  ___________________________________________________________________
 TU1915  EPOCH DATE  -        1993.62
 TU1915  LAPLACE CORR-         -15.35  (seconds)                    DEFLEC99
 TU1915  GEOID HEIGHT-          14.90  (meters)                     GEOID03
 TU1915
 TU1915  HORZ ORDER  -  THIRD
 TU1915
 TU1915.The horizontal coordinates were established by classical geodetic methods
 TU1915.and adjusted by the National Geodetic Survey in December 1998..
 TU1915.The horizontal coordinates are valid at the epoch date displayed above.
 TU1915.The epoch date for horizontal control is a decimal equivalence
 TU1915.of Year/Month/Day.
 TU1915
 TU1915.The orthometric height was scaled from a topographic map.
 TU1915
 TU1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1915
 TU1915.The geoid height was determined by GEOID03.
 TU1915
 TU1915;                    North         East     Units Scale Factor Converg.
 TU1915;SPC HI 4     -    28,455.753   520,073.135   MT  0.99999498   +0 04 23.3
 TU1915;UTM  04      - 2,442,842.920   468,487.452   MT  0.99961227   -0 06 53.6
 TU1915
 TU1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1915!SPC HI 4     -   0.99999624  x   0.99999498  =   0.99999122
 TU1915!UTM  04      -   0.99999624  x   0.99961227  =   0.99960851
 TU1915
 TU1915|---------------------------------------------------------------------|
 TU1915| PID    Reference Object                     Distance      Geod. Az  |
 TU1915|                                                           dddmmss.s |
 TU1915| TU1919 KEALIA CHURCH SPIRE                 264.817 METERS 30321     |
 TU1915| CJ8786 LIA RM 1                              6.410 METERS 31243     |
 TU1915|---------------------------------------------------------------------|
 TU1915
 TU1915                          SUPERSEDED SURVEY CONTROL
 TU1915
 TU1915  NAD 83(1986)-  22 05 24.70349(N)    159 18 19.80412(W) AD(       ) 3
 TU1915  OLD HI      -  22 05 36.05500(N)    159 18 29.88000(W) AD(       ) 3
 TU1915
 TU1915.Superseded values are not recommended for survey control.
 TU1915.NGS no longer adjusts projects to the OLD HI datum.
 TU1915.See file dsdata.txt to determine how the superseded data were derived.
 TU1915
 TU1915_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6848742843(NAD 83)
 TU1915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1915_SETTING: 66 = SET IN ROCK OUTCROP
 TU1915
 TU1915  HISTORY     - Date     Condition        Report By
 TU1915  HISTORY     - 1927     MONUMENTED       CGS
 TU1915  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1915
 TU1915                          STATION DESCRIPTION
 TU1915
 TU1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1915'ON EASTERN COAST OF KAUAI, ON THE HEADLAND SOUTH OF THE BEACH
 TU1915'AT KEALIA, EAST OF THE MAIN HIGHWAY SOUTH OF KEALIA, AND REACHED
 TU1915'BY CROSSING OVER A RAILWAY CUT, ON TO A GRASSY AREA.  STATION
 TU1915'IS ABOUT 10 METERS BACK FROM COASTAL SLOPE.  MARKED ACCORDING
 TU1915'TO NOTE 2, EXCEPT THAT THE DISK WAS A TOPOGRAPHIC MARK, SET IN
 TU1915'OUTCROPPING BEDROCK.  REFERENCE MARK, STANDARD REFERENCE DISK,
 TU1915'NOTE 12A, IN OUTCROPPING BEDROCK, IS 6.410 METERS (21.03 FEET)
 TU1915'FROM STATION IN AZIMUTH 132 DEG 43 MIN.
 TU1915
 TU1915                          STATION RECOVERY (1965)
 TU1915
 TU1915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1915'STATION MARK HAS BEEN DESTROYED.
 TU1915'
 TU1915'REFERENCE MARK, A STANDARD DISK STAMPED LIA 1 1927, WAS RECOVERED
 TU1915'IN GOOD CONDITION.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK ON
 TU1915'NORTH SIDE OF THE PROMONTORY, 28 YARDS WEST FROM ITS EAST END.
 TU1915'
 TU1915'A CHECK BY DISTANCE AND ANGLE WAS MADE FROM THE REFERENCE MARK
 TU1915'AND THE POINT FALLS IN A HOLE ABOUT 2 FEET IN DIAMETER AND 1
 TU1915'FOOT DEEP, INDICATING THAT THE ROCK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0495 ***********************************************************************
 TU0495  DESIGNATION -  LIEA 2
 TU0495  PID         -  TU0495
 TU0495  STATE/COUNTY-  HI/HONOLULU
 TU0495  USGS QUAD   -  KAHUKU (1983)
 TU0495
 TU0495                         *CURRENT SURVEY CONTROL
 TU0495  ___________________________________________________________________
 TU0495* NAD 83(1986)-  21 37 57.     (N)    157 55 15.     (W)     SCALED    
 TU0495* LOCAL TIDAL -         3.120  (meters)      10.24   (feet)  ADJ UNCH  
 TU0495  ___________________________________________________________________
 TU0495  GEOID HEIGHT-          14.01  (meters)                     GEOID03
 TU0495
 TU0495  VERT ORDER  -  FIRST     CLASS II
 TU0495
 TU0495.The horizontal coordinates were scaled from a topographic map and have
 TU0495.an estimated accuracy of +/- 6 seconds.
 TU0495
 TU0495.The orthometric height was key entered from printed documents
 TU0495.and not key verified.
 TU0495
 TU0495.The geoid height was determined by GEOID03.
 TU0495
 TU0495;                    North         East    Units  Estimated Accuracy
 TU0495;SPC HI 3     -    51,580.      508,200.      MT  (+/- 180 meters Scaled)
 TU0495
 TU0495                          SUPERSEDED SURVEY CONTROL
 TU0495
 TU0495.No superseded survey control is available for this station.
 TU0495
 TU0495_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ116925(NAD 83)
 TU0495_MARKER: DJ = TIDAL STATION DISK
 TU0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0495_SP_SET: ABUTMENT
 TU0495_STAMPING: LIEA 2 1933
 TU0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0495
 TU0495  HISTORY     - Date     Condition        Report By
 TU0495  HISTORY     - 1933     MONUMENTED       CGS
 TU0495  HISTORY     - 1969     GOOD             NGS
 TU0495
 TU0495                          STATION DESCRIPTION
 TU0495
 TU0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0495'1.1 MI NW FROM HAUULA.
 TU0495'1.1 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0495'HAUULA, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF A
 TU0495'BRIDGE OVER LAIEMALOO STREAM, 15.8 FEET EAST OF THE CENTER LINE OF THE
 TU0495'HIGHWAY, 38.3 FEET EAST AND ACROSS THE HIGHWAY FROM POWER POLE 58T,
 TU0495'AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0494 ***********************************************************************
 TU0494  DESIGNATION -  LIEA 3
 TU0494  PID         -  TU0494
 TU0494  STATE/COUNTY-  HI/HONOLULU
 TU0494  USGS QUAD   -  KAHUKU (1983)
 TU0494
 TU0494                         *CURRENT SURVEY CONTROL
 TU0494  ___________________________________________________________________
 TU0494* NAD 83(1986)-  21 37 49.     (N)    157 55 16.     (W)     SCALED    
 TU0494* LOCAL TIDAL -         4.185  (meters)      13.73   (feet)  ADJ UNCH  
 TU0494  ___________________________________________________________________
 TU0494  GEOID HEIGHT-          14.05  (meters)                     GEOID03
 TU0494
 TU0494  VERT ORDER  -  FIRST     CLASS II
 TU0494
 TU0494.The horizontal coordinates were scaled from a topographic map and have
 TU0494.an estimated accuracy of +/- 6 seconds.
 TU0494
 TU0494.The orthometric height was key entered from printed documents
 TU0494.and not key verified.
 TU0494
 TU0494.The geoid height was determined by GEOID03.
 TU0494
 TU0494;                    North         East    Units  Estimated Accuracy
 TU0494;SPC HI 3     -    51,330.      508,170.      MT  (+/- 180 meters Scaled)
 TU0494
 TU0494                          SUPERSEDED SURVEY CONTROL
 TU0494
 TU0494.No superseded survey control is available for this station.
 TU0494
 TU0494_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ116922(NAD 83)
 TU0494_MARKER: DJ = TIDAL STATION DISK
 TU0494_SETTING: 66 = SET IN ROCK OUTCROP
 TU0494_SP_SET: ROCK LEDGE
 TU0494_STAMPING: LIEA 3 1969
 TU0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0494+STABILITY: POSITION/ELEVATION WELL
 TU0494
 TU0494  HISTORY     - Date     Condition        Report By
 TU0494  HISTORY     - 1969     MONUMENTED       CGS
 TU0494
 TU0494                          STATION DESCRIPTION
 TU0494
 TU0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0494'0.9 MI NW FROM HAUULA.
 TU0494'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0494'HAUULA, ABOUT 90 YARDS EAST ACROSS THE SOUTH SIDE OF A LAWN FROM THE
 TU0494'HIGHWAY, IN THE TOP OF A LAVA ROCK LEDGE WHICH PROJECTS ABOUT 9 FEET
 TU0494'OUT FROM THE NORTH FACE OF A LAVA ROCK OUTCROP, 6 FEET NORTHEAST OF
 TU0494'THE CENTER OF A FOOT TRAIL LEADING TO THE TOP OF THE OUTCROP, 3 FEET
 TU0494'NORTH OF THE NORTH FACE OF THE MAIN OUTCROP, 6 FEET SOUTH OF THE NORTH
 TU0494'EDGE OF THE LEDGE, AND ABOUT 6 FEET HIGHER THAN A SANDY BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2670 ***********************************************************************
 TU2670  DESIGNATION -  LIFT
 TU2670  PID         -  TU2670
 TU2670  STATE/COUNTY-  HI/HAWAII
 TU2670  USGS QUAD   -  KUKUIHAELE (1995)
 TU2670
 TU2670                         *CURRENT SURVEY CONTROL
 TU2670  ___________________________________________________________________
 TU2670* NAD 83(1993)-  20 07 38.11970(N)    155 33 33.47061(W)     ADJUSTED  
 TU2670* LOCAL TIDAL -                                                        
 TU2670  ___________________________________________________________________
 TU2670  EPOCH DATE  -        1993.62
 TU2670  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 TU2670  GEOID HEIGHT-          19.95  (meters)                     GEOID03
 TU2670
 TU2670  HORZ ORDER  -  THIRD
 TU2670
 TU2670.The horizontal coordinates were established by classical geodetic methods
 TU2670.and adjusted by the National Geodetic Survey in December 1998..
 TU2670.The horizontal coordinates are valid at the epoch date displayed above.
 TU2670.The epoch date for horizontal control is a decimal equivalence
 TU2670.of Year/Month/Day.
 TU2670
 TU2670
 TU2670.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2670
 TU2670.The geoid height was determined by GEOID03.
 TU2670
 TU2670;                    North         East     Units Scale Factor Converg.
 TU2670;SPC HI 1     -   143,230.805   493,799.908   MT  0.99996714   -0 01 13.5
 TU2670;UTM  05      - 2,227,620.802   232,431.537   MT  1.00048495   -0 52 52.3
 TU2670
 TU2670                          SUPERSEDED SURVEY CONTROL
 TU2670
 TU2670  NAD 83(1986)-  20 07 38.11522(N)    155 33 33.46615(W) AD(       ) 4
 TU2670  OLD HI      -  20 07 49.15200(N)    155 33 43.47500(W) AD(       ) 3
 TU2670
 TU2670.Superseded values are not recommended for survey control.
 TU2670.NGS no longer adjusts projects to the OLD HI datum.
 TU2670.See file dsdata.txt to determine how the superseded data were derived.
 TU2670
 TU2670_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3243227621(NAD 83)
 TU2670
 TU2670  HISTORY     - Date     Condition        Report By
 TU2670  HISTORY     - UNK      MONUMENTED
 TU2670  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2670  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2670
 TU2670                          STATION DESCRIPTION
 TU2670
 TU2670'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2670'ON THE NORTH COAST OF HAWAII, AT KUKUIHAELE.  THE SEAWARD
 TU2670'GABLE OF THE FREIGHT HOIST BUILDING.  THIS GABLE IS OVER THE
 TU2670'IMMENSE DOOR THROUGH WHICH THE CABLE PASSES WHEN RUN OUT
 TU2670'ATHWARTSHIP OF STEAMER.  GABLE IS ON HIGHEST PART OF
 TU2670'BUILDING.  THERE IS A VERY LONG AND LOW WING EXTENDING OUT ON
 TU2670'WEST SIDE, PARALLELING THE CLIFF.
 TU2670
 TU2670                          STATION RECOVERY (1966)
 TU2670
 TU2670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2670'STATION IS DESTROYED.  ALL THE BUILDINGS AT THE OLD LANDING
 TU2670'HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3251 ***********************************************************************
 TU3251  DESIGNATION -  LIGHT TOWER
 TU3251  PID         -  TU3251
 TU3251  STATE/COUNTY-  HI/MAUI
 TU3251  USGS QUAD   -  
 TU3251
 TU3251                         *CURRENT SURVEY CONTROL
 TU3251  ___________________________________________________________________
 TU3251* NAD 83(1993)-  20 54 52.68608(N)    156 54 03.58311(W)     ADJUSTED  
 TU3251* LOCAL TIDAL -                                                        
 TU3251  ___________________________________________________________________
 TU3251  EPOCH DATE  -        1993.62
 TU3251  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 TU3251  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU3251
 TU3251  HORZ ORDER  -  THIRD
 TU3251
 TU3251.The horizontal coordinates were established by classical geodetic methods
 TU3251.and adjusted by the National Geodetic Survey in December 1998..
 TU3251.The horizontal coordinates are valid at the epoch date displayed above.
 TU3251.The epoch date for horizontal control is a decimal equivalence
 TU3251.of Year/Month/Day.
 TU3251
 TU3251
 TU3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3251
 TU3251.The geoid height was determined by GEOID03.
 TU3251
 TU3251;                    North         East     Units Scale Factor Converg.
 TU3251;SPC HI 2     -    64,372.829   475,623.693   MT  0.99997401   -0 05 01.1
 TU3251;UTM  04      - 2,314,128.031   718,307.495   MT  1.00018900   +0 44 58.5
 TU3251
 TU3251                          SUPERSEDED SURVEY CONTROL
 TU3251
 TU3251  NAD 83(1986)-  20 54 52.64615(N)    156 54 03.54030(W) AD(       ) 4
 TU3251  OLD HI      -  20 55 04.18400(N)    156 54 13.55500(W) AD(       ) 3
 TU3251
 TU3251.Superseded values are not recommended for survey control.
 TU3251.NGS no longer adjusts projects to the OLD HI datum.
 TU3251.See file dsdata.txt to determine how the superseded data were derived.
 TU3251
 TU3251_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1830714128(NAD 83)
 TU3251
 TU3251  HISTORY     - Date     Condition        Report By
 TU3251  HISTORY     - 1931     MONUMENTED       CGS
 TU3251  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3251
 TU3251                          STATION DESCRIPTION
 TU3251
 TU3251'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3251'STATION IS A WHITE LIGHT TOWER, UNLIGHTED, ABOUT 25 FT. HIGH, AND
 TU3251'LOCATED ON THE NE COAST OF LANAI.  THERE IS A LIGHTED BUOY JUST
 TU3251'OFFSHORE FROM THE TOWER.  THIS STATION WAS NOT VISITED, BUT IT WAS
 TU3251'LOCATED AS AN INTERSECTION STATION.
 TU3251
 TU3251                          STATION RECOVERY (1962)
 TU3251
 TU3251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3251'THE WHITE LIGHT TOWER HAS BEEN REMOVED, HOWEVER THE OLD, CONCRETE
 TU3251'FOUNDATION REMAINS, AS WELL AS THE STUBS OF THE 4 LEGS, WHICH WERE
 TU3251'CUT OFF ABOUT 3 FEET ABOVE THE FOUNDATION.  THE FOUNDATION IS 8
 TU3251'FEET SQUARE AND HAS A CONCRETE WALK LEADING UP TO IT FROM THE
 TU3251'SOUTH SIDE.
 TU3251'
 TU3251'STATION GIL 2 1962 WAS SET AT THE EXACT CENTER OF THE CONCRETE
 TU3251'FOUNDATION.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3581 ***********************************************************************
 AA3581  SACS        -  This is a Secondary Airport Control Station.
 AA3581  DESIGNATION -  LIH B
 AA3581  PID         -  AA3581
 AA3581  STATE/COUNTY-  HI/KAUAI
 AA3581  USGS QUAD   -  LIHUE (1996)
 AA3581
 AA3581                         *CURRENT SURVEY CONTROL
 AA3581  ___________________________________________________________________
 AA3581* NAD 83(1993)-  21 58 23.41389(N)    159 20 50.75617(W)     ADJUSTED  
 AA3581* LOCAL TIDAL -        44.3    (meters)     145.     (feet)  GPS OBS   
 AA3581  ___________________________________________________________________
 AA3581  EPOCH DATE  -        1993.62
 AA3581  X           -  -5,537,363.489 (meters)                     COMP
 AA3581  Y           -  -2,087,158.296 (meters)                     COMP
 AA3581  Z           -   2,371,680.729 (meters)                     COMP
 AA3581  LAPLACE CORR-         -12.33  (seconds)                    DEFLEC99
 AA3581  ELLIP HEIGHT-          60.40  (meters)          (11/30/94) GPS OBS
 AA3581  GEOID HEIGHT-          15.23  (meters)                     GEOID03
 AA3581
 AA3581  HORZ ORDER  -  FIRST
 AA3581  ELLP ORDER  -  FIFTH     CLASS I
 AA3581
 AA3581.This mark is at Lihue Airport  (LIH)
 AA3581
 AA3581.The horizontal coordinates were established by GPS observations
 AA3581.and adjusted by the National Geodetic Survey in November 1994..
 AA3581.No horizontal observational check was made to the station.
 AA3581.The horizontal coordinates are valid at the epoch date displayed above.
 AA3581.The epoch date for horizontal control is a decimal equivalence
 AA3581.of Year/Month/Day.
 AA3581
 AA3581.The orthometric height was determined by GPS observations and a
 AA3581.high-resolution geoid model.
 AA3581.No vertical observational check was made to the station.
 AA3581
 AA3581.GPS derived orthometric heights for airport stations designated as
 AA3581.PACS or SACS are published to 2 decimal places.  This maintains
 AA3581.centimeter relative accuracy between the PACS and SACS.  It does
 AA3581.not indicate centimeter accuracy relative to other marks which are
 AA3581.part of the NAVD 88 network.
 AA3581
 AA3581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3581
 AA3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3581
 AA3581.The ellipsoidal height was determined by GPS observations
 AA3581.and is referenced to NAD 83.
 AA3581
 AA3581.The geoid height was determined by GEOID03.
 AA3581
 AA3581;                    North         East     Units Scale Factor Converg.
 AA3581;SPC HI 4     -    15,491.723   515,757.289   MT  0.99999307   +0 03 25.5
 AA3581;UTM  04      - 2,429,898.008   464,130.847   MT  0.99961590   -0 07 48.0
 AA3581
 AA3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3581!SPC HI 4     -   0.99999051  x   0.99999307  =   0.99998358
 AA3581!UTM  04      -   0.99999051  x   0.99961590  =   0.99960641
 AA3581
 AA3581                          SUPERSEDED SURVEY CONTROL
 AA3581
 AA3581.No superseded survey control is available for this station.
 AA3581
 AA3581_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6413129898(NAD 83)
 AA3581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3581_SP_SET: CONCRETE MANHOLE
 AA3581_STAMPING: LIH B 1993
 AA3581_MARK LOGO: NOS   
 AA3581_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3581+SATELLITE: SATELLITE OBSERVATIONS - January 12, 1994
 AA3581
 AA3581  HISTORY     - Date     Condition        Report By
 AA3581  HISTORY     - 1993     MONUMENTED       NOS
 AA3581  HISTORY     - 19940112 GOOD             NGS
 AA3581
 AA3581                          STATION DESCRIPTION
 AA3581
 AA3581'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3581'THE STATION IS LOCATED AT LIHUE AIRPORT ON THE ISLAND OF KAUAI,
 AA3581'HAWAII. THE STATION IS A STANDARD NOS DISK SET IN A 1.6 M (5.2 FT) X
 AA3581'1.6 M (5.2 FT) SQUARE CONCRETE PAD ON THE EAST SIDE OF RUNWAY 3.  THE
 AA3581'STATION IS 56 M (183.7 FT) FROM THE RUNWAY EDGE AND 55.2 M (181.1 FT)
 AA3581'E FROM RUNWAY LIGHT R-52.
 AA3581
 AA3581                          STATION RECOVERY (1994)
 AA3581
 AA3581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3581'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE AIRPORT NEAR RWY.
 AA3581'END 3.  IT IS 479.4 FT.  (146.1 M) EAST OF CL END RWY 3, 264.1 FT.
 AA3581'(80.5 M) SOUTHEAST OF THE RUNWAY CENTERLINE AND 179.3 FT.  (54.7 M)
 AA3581'SOUTHEAST OF RWY LT R51, THE 2ND LIGHT NE OF THE END.  IT IS AN NOS
 AA3581'DISK STAMPED LIH B 1993 AND SET IN A DRILLHOLE NEAR THE CENTER OF A
 AA3581'5X5 CONCRETE MANHO60.1 M) SSE OF RWY LT 438, THE 3RD LIGHT.  IT IS AN
 AA3581'NOS DISK STAMPED LIH R 1993 AND SET IN A DRILL HOLE NEAR THE CENTER OF
 AA3581'A 5X5 CONCRETE MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3582 ***********************************************************************
 AA3582  SACS        -  This is a Secondary Airport Control Station.
 AA3582  DESIGNATION -  LIH C
 AA3582  PID         -  AA3582
 AA3582  STATE/COUNTY-  HI/KAUAI
 AA3582  USGS QUAD   -  LIHUE (1996)
 AA3582
 AA3582                         *CURRENT SURVEY CONTROL
 AA3582  ___________________________________________________________________
 AA3582* NAD 83(1993)-  21 57 54.52085(N)    159 20 16.40850(W)     ADJUSTED  
 AA3582* LOCAL TIDAL -        30.2    (meters)      99.     (feet)  GPS OBS   
 AA3582  ___________________________________________________________________
 AA3582  EPOCH DATE  -        1993.62
 AA3582  X           -  -5,537,314.541 (meters)                     COMP
 AA3582  Y           -  -2,088,193.000 (meters)                     COMP
 AA3582  Z           -   2,370,851.208 (meters)                     COMP
 AA3582  LAPLACE CORR-         -12.77  (seconds)                    DEFLEC99
 AA3582  ELLIP HEIGHT-          46.11  (meters)          (11/30/94) GPS OBS
 AA3582  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 AA3582
 AA3582  HORZ ORDER  -  FIRST
 AA3582  ELLP ORDER  -  FIFTH     CLASS I
 AA3582
 AA3582.This mark is at Lihue Airport  (LIH)
 AA3582
 AA3582.The horizontal coordinates were established by GPS observations
 AA3582.and adjusted by the National Geodetic Survey in November 1994..
 AA3582.No horizontal observational check was made to the station.
 AA3582.The horizontal coordinates are valid at the epoch date displayed above.
 AA3582.The epoch date for horizontal control is a decimal equivalence
 AA3582.of Year/Month/Day.
 AA3582
 AA3582.The orthometric height was determined by GPS observations and a
 AA3582.high-resolution geoid model.
 AA3582.No vertical observational check was made to the station.
 AA3582
 AA3582.GPS derived orthometric heights for airport stations designated as
 AA3582.PACS or SACS are published to 2 decimal places.  This maintains
 AA3582.centimeter relative accuracy between the PACS and SACS.  It does
 AA3582.not indicate centimeter accuracy relative to other marks which are
 AA3582.part of the NAVD 88 network.
 AA3582
 AA3582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3582
 AA3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3582
 AA3582.The ellipsoidal height was determined by GPS observations
 AA3582.and is referenced to NAD 83.
 AA3582
 AA3582.The geoid height was determined by GEOID03.
 AA3582
 AA3582;                    North         East     Units Scale Factor Converg.
 AA3582;SPC HI 4     -    14,604.042   516,743.634   MT  0.99999346   +0 03 38.3
 AA3582;UTM  04      - 2,429,007.447   465,113.917   MT  0.99961504   -0 07 35.0
 AA3582
 AA3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3582!SPC HI 4     -   0.99999275  x   0.99999346  =   0.99998621
 AA3582!UTM  04      -   0.99999275  x   0.99961504  =   0.99960780
 AA3582
 AA3582                          SUPERSEDED SURVEY CONTROL
 AA3582
 AA3582.No superseded survey control is available for this station.
 AA3582
 AA3582_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6511429007(NAD 83)
 AA3582_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3582_SP_SET: CONCRETE MANHOLE
 AA3582_STAMPING: LIH C 1986
 AA3582_MARK LOGO: NOS   
 AA3582_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3582+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1994
 AA3582
 AA3582  HISTORY     - Date     Condition        Report By
 AA3582  HISTORY     - 1986     MONUMENTED       NOS
 AA3582  HISTORY     - 19940212 GOOD             NGS
 AA3582
 AA3582                          STATION DESCRIPTION
 AA3582
 AA3582'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (DAH)
 AA3582'THE STATION IS LOCATED AT THE LIHUE AIRPORT ON THE ISLAND OF KAUAI,
 AA3582'HAWAII. THE STATION IS LOCATED IN THE SOUTH PART OF THE AIRPORT NEAR
 AA3582'THE VORTAC.  IT IS 840.0 FT (256.0 M) NW OF THE CENTERLINE END OF
 AA3582'RUNWAY 35, 59.9 FT (18.3 M) SE OF THE E CORNER OF THE VORTAC BUILDING,
 AA3582'AND 10.3 FT (3.1 M) SE OF THE CENTER OF THE SE END OF THE EASTERLY ONE
 AA3582'OF TWO CULVERT HEADWALLS.  IT IS SET IN THE EAST CORNER OF A 5 FT (1.5
 AA3582'M) BY 5 FT (1.5 M) CONCRETE PAD FOR A MANHOLE.  THE STATION IS A
 AA3582'STANDARD NOS DISK STAMPED -LIH C 1986- AND IS SET IN A DRILLHOLE.
 AA3582
 AA3582                          STATION RECOVERY (1994)
 AA3582
 AA3582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3582'THE STATION IS LOCATED IN THE SOUTH PART OF THE AIRPORT NEAR THE
 AA3582'VORTAC.  IT IS 840.0 FEET (256.0 M) NORTHWEST OF THE CENTERLINE END OF
 AA3582'RUNWAY 35, 59.9 FEET (18.3 M) SOUTHEAST OF THE EAST CORNER OF THE
 AA3582'VORTAC BUILDING, 28.8 FEET (8.8 M) SOUTH OF THE EAST CORNER OF A BOARD
 AA3582'FENCE, AND 10.3 FEET (3.1 M) SOUTHEAST OF THE CENTER OF THE SOUTHEAST
 AA3582'END OF THE EASTERLY ONE OF TWO CULVERT HEADWALLS.  IT IS SET IN THE
 AA3582'EAST CORNER OF A 5.0 FEET (1.5 M) BY 5.0 FEET (1.5 M) CONCRETE
 AA3582'MANHOLE, 0.75 FEET (22.86 CM) IN FROM EACH EDGE, AND 2.4 FEET (0.7 M)
 AA3582'EAST OF THE CENTER OF A CAST IRON MANHOLE COVER WHICH SAVE SEWER.  THE
 AA3582'STATION IS A NOS DISK STAMPED LIH C 1986 AND IS SET IN DRILLHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3580 ***********************************************************************
 AA3580  FBN         -  This is a Federal Base Network Control Station.
 AA3580  PACS        -  This is a Primary Airport Control Station.
 AA3580  DESIGNATION -  LIH R
 AA3580  PID         -  AA3580
 AA3580  STATE/COUNTY-  HI/KAUAI
 AA3580  USGS QUAD   -  LIHUE (1996)
 AA3580
 AA3580                         *CURRENT SURVEY CONTROL
 AA3580  ___________________________________________________________________
 AA3580* NAD 83(1993)-  21 58 40.71910(N)    159 20 32.20308(W)     ADJUSTED  
 AA3580* LOCAL TIDAL -        36.39   (meters)     119.4    (feet)  GPS OBS   
 AA3580  ___________________________________________________________________
 AA3580  EPOCH DATE  -        1993.62
 AA3580  X           -  -5,536,982.418 (meters)                     COMP
 AA3580  Y           -  -2,087,583.478 (meters)                     COMP
 AA3580  Z           -   2,372,171.349 (meters)                     COMP
 AA3580  LAPLACE CORR-         -12.77  (seconds)                    DEFLEC99
 AA3580  ELLIP HEIGHT-          52.41  (meters)          (11/30/94) GPS OBS
 AA3580  GEOID HEIGHT-          15.19  (meters)                     GEOID03
 AA3580
 AA3580  HORZ ORDER  -  A
 AA3580  ELLP ORDER  -  THIRD     CLASS II
 AA3580
 AA3580.This mark is at Lihue Airport  (LIH)
 AA3580
 AA3580.The horizontal coordinates were established by GPS observations
 AA3580.and adjusted by the National Geodetic Survey in November 1994..
 AA3580.The horizontal coordinates are valid at the epoch date displayed above.
 AA3580.The epoch date for horizontal control is a decimal equivalence
 AA3580.of Year/Month/Day.
 AA3580
 AA3580.The orthometric height was determined by GPS observations and a
 AA3580.high-resolution geoid model.
 AA3580
 AA3580.GPS derived orthometric heights for airport stations designated as
 AA3580.PACS or SACS are published to 2 decimal places.  This maintains
 AA3580.centimeter relative accuracy between the PACS and SACS.  It does
 AA3580.not indicate centimeter accuracy relative to other marks which are
 AA3580.part of the NAVD 88 network.
 AA3580
 AA3580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3580
 AA3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3580
 AA3580.The ellipsoidal height was determined by GPS observations
 AA3580.and is referenced to NAD 83.
 AA3580
 AA3580.The geoid height was determined by GEOID03.
 AA3580
 AA3580;                    North         East     Units Scale Factor Converg.
 AA3580;SPC HI 4     -    16,024.538   516,289.013   MT  0.99999328   +0 03 32.5
 AA3580;UTM  04      - 2,430,428.883   464,664.106   MT  0.99961543   -0 07 41.2
 AA3580
 AA3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3580!SPC HI 4     -   0.99999176  x   0.99999328  =   0.99998504
 AA3580!UTM  04      -   0.99999176  x   0.99961543  =   0.99960720
 AA3580
 AA3580                          SUPERSEDED SURVEY CONTROL
 AA3580
 AA3580.No superseded survey control is available for this station.
 AA3580
 AA3580_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6466430429(NAD 83)
 AA3580_MARKER: DD = SURVEY DISK
 AA3580_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3580_SP_SET: CONCRETE MANHOLE
 AA3580_STAMPING: LIH R 1993
 AA3580_MARK LOGO: NOS   
 AA3580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3580+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 AA3580
 AA3580  HISTORY     - Date     Condition        Report By
 AA3580  HISTORY     - 1993     MONUMENTED       NOS
 AA3580  HISTORY     - 19940212 GOOD             NGS
 AA3580  HISTORY     - 20030714 GOOD             LOCSUR
 AA3580
 AA3580                          STATION DESCRIPTION
 AA3580
 AA3580'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3580'THE STATION IS LOCATED ON LIHUE AIRPORT IN THE TOWN OF LIHUE ON THE
 AA3580'ISLAND OF KAUAI, HAWAII. THE STATION IS LOCATED ON THE E SIDE OF
 AA3580'RUNWAY 3, 6.2 M (20.3 FT) SE OF RUNWAY LIGHT P-38, AND 148 M (485.6
 AA3580'FT) SW OF THE CORNER OF A CONCRETE CULVERT.
 AA3580
 AA3580                          STATION RECOVERY (1994)
 AA3580
 AA3580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3580'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRPORT JUST SOUTH OF
 AA3580'THE INTERSECTION OF RWY 3/21 AND TAXIWAY G, AN EAST/WEST CONNECTOR, IT
 AA3580'IS 732.8 FT (223.4 M) SOUTHWEST OF THE CL OF TXY G AT THE HOLD BAR,
 AA3580'V-3-94 - PK N AND W, 264.1 FT (80.5 M) SOUTHEAST OF THE RUNWAY CL,
 AA3580'211.3 FT (64.4 M) SOUTHEAST OF RWY LT, R39, THE 4TH LIGHT SW OF TXY G,
 AA3580'AND 197.2 FT (60.1 M) SSE OF RWY LT 438, THE 3RD LIGHT.  IT IS AN NOS
 AA3580'DISK STAMPED LIH R 1993 AND SET IN A DRILL HOLE NEAR THE CENTER OF A
 AA3580'5X5 CONCRETE MANHOLE.
 AA3580
 AA3580                          STATION RECOVERY (2003)
 AA3580
 AA3580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (AG)
 AA3580'RECOVERED AS DESCRIPED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3089 ***********************************************************************
 TU3089  DESIGNATION -  LIHA
 TU3089  PID         -  TU3089
 TU3089  STATE/COUNTY-  HI/MAUI
 TU3089  USGS QUAD   -  LAHAINA (1992)
 TU3089
 TU3089                         *CURRENT SURVEY CONTROL
 TU3089  ___________________________________________________________________
 TU3089* NAD 83(1993)-  20 50 53.50516(N)    156 36 17.33652(W)     ADJUSTED  
 TU3089* LOCAL TIDAL -      1119.0    (meters)    3671.     (feet)  VERT ANG  
 TU3089  ___________________________________________________________________
 TU3089  EPOCH DATE  -        1993.62
 TU3089  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU3089  GEOID HEIGHT-          16.63  (meters)                     GEOID03
 TU3089
 TU3089  HORZ ORDER  -  FIRST
 TU3089
 TU3089.The horizontal coordinates were established by classical geodetic methods
 TU3089.and adjusted by the National Geodetic Survey in December 1998..
 TU3089.The horizontal coordinates are valid at the epoch date displayed above.
 TU3089.The epoch date for horizontal control is a decimal equivalence
 TU3089.of Year/Month/Day.
 TU3089
 TU3089.The orthometric height was determined by vertical angle observations.
 TU3089
 TU3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3089
 TU3089.The geoid height was determined by GEOID03.
 TU3089
 TU3089;                    North         East     Units Scale Factor Converg.
 TU3089;SPC HI 2     -    57,000.674   506,436.936   MT  0.99996718   +0 01 19.2
 TU3089;UTM  04      - 2,307,201.977   749,234.058   MT  1.00036773   +0 51 10.3
 TU3089
 TU3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3089!SPC HI 2     -   0.99982153  x   0.99996718  =   0.99978872
 TU3089!UTM  04      -   0.99982153  x   1.00036773  =   1.00018920
 TU3089
 TU3089|---------------------------------------------------------------------|
 TU3089| PID    Reference Object                     Distance      Geod. Az  |
 TU3089|                                                           dddmmss.s |
 TU3089| CN5849 LIHA RM 1                             9.211 METERS 06247     |
 TU3089| TU3088 THIRTY                              APPROX. 5.3 KM 1223405.8 |
 TU3089| CN5850 LIHA RM 2                            13.012 METERS 24006     |
 TU3089|---------------------------------------------------------------------|
 TU3089
 TU3089                          SUPERSEDED SURVEY CONTROL
 TU3089
 TU3089  NAD 83(1986)-  20 50 53.46639(N)    156 36 17.31349(W) AD(       ) 1
 TU3089  OLD HI      -  20 51 05.00200(N)    156 36 27.48200(W) AD(       ) 1
 TU3089
 TU3089.Superseded values are not recommended for survey control.
 TU3089.NGS no longer adjusts projects to the OLD HI datum.
 TU3089.See file dsdata.txt to determine how the superseded data were derived.
 TU3089
 TU3089_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4923407202(NAD 83)
 TU3089_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3089_SETTING: 66 = SET IN ROCK OUTCROP
 TU3089
 TU3089  HISTORY     - Date     Condition        Report By
 TU3089  HISTORY     - 1950     MONUMENTED       CGS
 TU3089  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3089
 TU3089                          STATION DESCRIPTION
 TU3089
 TU3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3089'LOCATED ON THE WEST SIDE OF WEST MAUI, LAHAINA DISTRICT, ABOUT
 TU3089'4.5 MILES, AIRLINE, SOUTHEAST OF LAHAINA AND ABOUT 2 MILES IN
 TU3089'FROM THE COAST, ON A PROMINENT ROCK OUTCROP ON A SHARP RIDGE,
 TU3089'ABOUT 500 FEET LOWER IN ELEVATION THAN THE TOP OF THE MAIN RIDGE
 TU3089'AND ABOUT 0.3 MILES IN DISTANCE.
 TU3089'
 TU3089'STATION IS AT THE HIGHEST POINT OF THE CENTER ONE OF THREE
 TU3089'PROMINENT OUTCROPS.  A STANDARD DISK CEMENTED IN BEDROCK.  STAMPED
 TU3089'LIHA 1949.
 TU3089'
 TU3089'REFERENCE MARK NO.1 IS EAST NORTHEAST OF THE STATION.  A
 TU3089'STANDARD DISK SET IN BEDROCK, STAMPED LIHA NO 1 1949.
 TU3089'
 TU3089'REFERENCE MARK NO.2 IS WEST SOUTHWEST OF THE STATION.  A STANDARD
 TU3089'DISK SET IN BEDROCK, STAMPED LIHA NO 2 1949.
 TU3089'
 TU3089'TO REACH FROM THE POST OFFICE AT WAILUKU--GO SOUTH AND WEST ON
 TU3089'LAHAINA HIGHWAY FOR 16.6 MILES TO OLOWALU VILLAGE, CONTINUE AHEAD
 TU3089'FOR 3.0 MILES, TURN RIGHT AT SOUTH SIDE OF LARGE ROCK PILE AND GO
 TU3089'EASTERLY FOR 1.8 MILES TO LARGE RESERVOIR IN CANYON AND ETT.  FROM
 TU3089'HERE PACK RIGHT ACROSS CANYON THEN LEFT UP STEEP RIDGE TO TOP,
 TU3089'THEN RIGHT DOWN RIDGE FOR 0.3 MILES TO STATION.
 TU3089'
 TU3089'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 TU3089
 TU3089                          STATION RECOVERY (1969)
 TU3089
 TU3089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3089'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3089'DISCREPANCY WAS NOTED IN THE DISTANCE TO RM NO. 2.  THE ANGLES
 TU3089'TO RMS WERE NOT CHECKED DUE TO CLOUD COVER.  A DIFFERENT ROUTE
 TU3089'WAS TRIED TO REACH STATION, AND FOUND TO BE MUCH EASIER, DUE TO
 TU3089'COMPLETELY AVOIDING THE DENSE FERN ON THE 1950 PACK ROUTE.  A
 TU3089'COMPLETE DESCRIPTION FOLLOWS--
 TU3089'
 TU3089'STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF LAHAINA AND
 TU3089'3 MILES NORTH-NORTHEAST OF OLOWALU, ON A PROMINENT ROCK KNOB AT
 TU3089'ABOUT 3671 FEET ELEVATION, ALONG THE RIDGE RUNNING UP ALONG THE
 TU3089'SOUTH SIDE OF LAUNIUPOKO GULCH, AND IS ABOUT 1/2-MILE SOUTHWEST OF
 TU3089'LIHAU, A HILL OF 4197 FEET ELEVATION.  THE STATION POINT HAS A
 TU3089'LOW COVERING OF FERN.
 TU3089'
 TU3089'TO REACH STATION FROM THE POST OFFICE IN WAILUKU, GO SOUTH ON
 TU3089'STATE HIGHWAY 30 FOR 15.5 MILES TO OLOWALU STORE.  CONTINUE
 TU3089'AHEAD ON THE HIGHWAY FOR 0.15 MILE TO SIGN ON RIGHT
 TU3089'PETROGLYPHS.  GO RIGHT, ON CANE FIELD ROAD, FOR 0.75 MILE TO SIDE
 TU3089'ROAD LEFT, JUST PAST THE PETROGLYPH SITE.  GO LEFT FOR 0.15 MILE
 TU3089'TO END OF TRUCK TRAVEL AT OLOWALU SHAFT AND A POWER
 TU3089'SUB-STATION.  PACK NORTHERLY ABOUT 1/2-MILE, THROUGH KIAWE
 TU3089'AREA, TO OPEN, RED FLAT, WHERE POWER LINE CROSSES.  CONTINUE
 TU3089'AHEAD, NORTHERLY, INTO THE POINT OF THE LARGE CANYON ABOUT
 TU3089'3/4-MILE DISTANT, WHERE A VERY STEEP, SHARP RIDGE CAN BE
 TU3089'SEEN RUNNING STRAIGHT UP TO STATION.  PACK UP THIS RIDGE TO
 TU3089'STATION.  ABOUT A 5-HOUR PACK.
 TU3089'
 TU3089'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 TU3089'SMALL BEDROCK OUTCROP ABOUT FLUSH WITH GROUND.  THE DISK WAS
 TU3089'REPORTEDLY STAMPED LIHA 1949, BUT IT HAS BEEN RUBBED BY A SIGNAL
 TU3089'POLE AND ALL THAT IS NOW LEGIBLE IS THE NUMBER 9.  THE MARK IS
 TU3089'JUST INSIDE AN AREA COVERED WITH 2-FOOT-HIGH FERN.  A SMALL CAIRN
 TU3089'AND SIGNAL WERE PUT UP.
 TU3089'
 TU3089'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LIHA NO 1
 TU3089'1949 CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS
 TU3089'1 FOOT ABOVE GROUND, AND IS ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU3089'
 TU3089'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LIHA NO 2
 TU3089'1949, CEMENTED IN A DRILL HOLE IN A 6-FOOT BEDROCK SLAB THAT
 TU3089'PROJECTS 2 FEET ABOVE GROUND.  IT IS ABOUT 7 FEET LOWER THAN
 TU3089'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1761 ***********************************************************************
 TU1761  DESIGNATION -  LIHUE COUNTY BUILDING FLAGPOLE
 TU1761  PID         -  TU1761
 TU1761  STATE/COUNTY-  HI/KAUAI
 TU1761  USGS QUAD   -  LIHUE (1996)
 TU1761
 TU1761                         *CURRENT SURVEY CONTROL
 TU1761  ___________________________________________________________________
 TU1761* NAD 83(1993)-  21 58 30.13509(N)    159 22 02.19750(W)     ADJUSTED  
 TU1761* LOCAL TIDAL -                                                        
 TU1761  ___________________________________________________________________
 TU1761  EPOCH DATE  -        1993.62
 TU1761  LAPLACE CORR-         -11.01  (seconds)                    DEFLEC99
 TU1761  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1761
 TU1761  HORZ ORDER  -  THIRD
 TU1761
 TU1761.The horizontal coordinates were established by classical geodetic methods
 TU1761.and adjusted by the National Geodetic Survey in December 1998..
 TU1761.The horizontal coordinates are valid at the epoch date displayed above.
 TU1761.The epoch date for horizontal control is a decimal equivalence
 TU1761.of Year/Month/Day.
 TU1761
 TU1761
 TU1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1761
 TU1761.The geoid height was determined by GEOID03.
 TU1761
 TU1761;                    North         East     Units Scale Factor Converg.
 TU1761;SPC HI 4     -    15,696.545   513,707.523   MT  0.99999232   +0 02 58.8
 TU1761;UTM  04      - 2,430,109.443   462,082.530   MT  0.99961776   -0 08 14.8
 TU1761
 TU1761                          SUPERSEDED SURVEY CONTROL
 TU1761
 TU1761  NAD 83(1986)-  21 58 30.11420(N)    159 22 02.24601(W) AD(       ) 4
 TU1761  OLD HI      -  21 58 41.43500(N)    159 22 12.30300(W) AD(       ) 3
 TU1761
 TU1761.Superseded values are not recommended for survey control.
 TU1761.NGS no longer adjusts projects to the OLD HI datum.
 TU1761.See file dsdata.txt to determine how the superseded data were derived.
 TU1761
 TU1761_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6208330109(NAD 83)
 TU1761
 TU1761  HISTORY     - Date     Condition        Report By
 TU1761  HISTORY     - 1927     MONUMENTED       CGS
 TU1761  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1761  HISTORY     - 19970108 MARK NOT FOUND   USPSQD
 TU1761
 TU1761                          STATION DESCRIPTION
 TU1761
 TU1761'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1761'IN SOUTHEASTERN KAUAI, IN LIHUE, THE FLAGSTAFF ON THE CENTER OF
 TU1761'THE FRONT PART OF THE COUNTY BUILDING.
 TU1761
 TU1761                          STATION RECOVERY (1965)
 TU1761
 TU1761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1761'STATION IS GONE.  THE PRESENT FLAGPOLE ON THE COUNTY BUILDING
 TU1761'SETS A FEW FEET NORTHWEST OF ORIGINAL LOCATION.
 TU1761
 TU1761                          STATION RECOVERY (1997)
 TU1761
 TU1761'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1766 ***********************************************************************
 TU1766  DESIGNATION -  LIHUE MILL CHIMNEY
 TU1766  PID         -  TU1766
 TU1766  STATE/COUNTY-  HI/KAUAI
 TU1766  USGS QUAD   -  LIHUE (1996)
 TU1766
 TU1766                         *CURRENT SURVEY CONTROL
 TU1766  ___________________________________________________________________
 TU1766* NAD 83(1993)-  21 58 28.35008(N)    159 22 20.39472(W)     ADJUSTED  
 TU1766* LOCAL TIDAL -                                                        
 TU1766  ___________________________________________________________________
 TU1766  EPOCH DATE  -        1993.62
 TU1766  LAPLACE CORR-         -10.63  (seconds)                    DEFLEC99
 TU1766  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1766
 TU1766  HORZ ORDER  -  THIRD
 TU1766
 TU1766.The horizontal coordinates were established by classical geodetic methods
 TU1766.and adjusted by the National Geodetic Survey in December 1998..
 TU1766.The horizontal coordinates are valid at the epoch date displayed above.
 TU1766.The epoch date for horizontal control is a decimal equivalence
 TU1766.of Year/Month/Day.
 TU1766
 TU1766
 TU1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1766
 TU1766.The geoid height was determined by GEOID03.
 TU1766
 TU1766;                    North         East     Units Scale Factor Converg.
 TU1766;SPC HI 4     -    15,641.198   513,185.514   MT  0.99999215   +0 02 52.0
 TU1766;UTM  04      - 2,430,055.820   461,560.538   MT  0.99961826   -0 08 21.6
 TU1766
 TU1766                          SUPERSEDED SURVEY CONTROL
 TU1766
 TU1766  NAD 83(1986)-  21 58 28.32904(N)    159 22 20.44276(W) AD(       ) 4
 TU1766  OLD HI      -  21 58 39.64800(N)    159 22 30.50300(W) AD(       ) 3
 TU1766
 TU1766.Superseded values are not recommended for survey control.
 TU1766.NGS no longer adjusts projects to the OLD HI datum.
 TU1766.See file dsdata.txt to determine how the superseded data were derived.
 TU1766
 TU1766_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6156130056(NAD 83)
 TU1766
 TU1766  HISTORY     - Date     Condition        Report By
 TU1766  HISTORY     - 1927     MONUMENTED       CGS
 TU1766  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1766  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1766  HISTORY     - 1983     GOOD             USPSQD
 TU1766  HISTORY     - 19910620 POOR             USPSQD
 TU1766  HISTORY     - 19970108 MARK NOT FOUND   USPSQD
 TU1766  HISTORY     - 19970607 POOR             USPSQD
 TU1766  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1766
 TU1766                          STATION DESCRIPTION
 TU1766
 TU1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1766'IN SOUTHEASTERN PART OF KAUAI, IN LIHUE.  THE YELLOW BRICK
 TU1766'CHIMNEY OF THE LIHUE SUGAR MILL.
 TU1766
 TU1766                          STATION RECOVERY (1958)
 TU1766
 TU1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1766'RECOVERED AS DESCRIBED IN 1927, EXCEPT STACK IS NOW BLACK.  THERE
 TU1766'ARE TWO STACKS IN THIS VICINITY.  THE OLD BRICK ONE IS JUST NORTH
 TU1766'OF THE NEWER STEEL STACK.
 TU1766
 TU1766                          STATION RECOVERY (1965)
 TU1766
 TU1766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1766'STATION WAS RECOVERED.  IT IS THE NORTHEAST 1 OF THE 2 STACKS
 TU1766'AT THE SUGAR MILL IN LIHUE.  BOTH STACKS ARE ABOUT THE SAME
 TU1766'HEIGHT, BUT STATION STACK IS SLIGHTLY LARGER IN DIAMETER.  BOTH
 TU1766'STACKS ARE PAINTED BLACK.
 TU1766
 TU1766                          STATION RECOVERY (1983)
 TU1766
 TU1766'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1766'STATION RECOVERED GOOD.  RECOVERED AS DESCRIBED BY DMW 1965.
 TU1766
 TU1766                          STATION RECOVERY (1991)
 TU1766
 TU1766'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1766'MARK RECOVERED IN POOR CONDITION.
 TU1766
 TU1766                          STATION RECOVERY (1997)
 TU1766
 TU1766'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1766'MARK NOT FOUND.
 TU1766
 TU1766                          STATION RECOVERY (1997)
 TU1766
 TU1766'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1766'MARK RECOVERED IN POOR CONDITION.
 TU1766
 TU1766                          STATION RECOVERY (1998)
 TU1766
 TU1766'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1760 ***********************************************************************
 TU1760  DESIGNATION -  LIHUE MUTUAL WIRELESS POLE
 TU1760  PID         -  TU1760
 TU1760  STATE/COUNTY-  HI/KAUAI
 TU1760  USGS QUAD   -  LIHUE (1996)
 TU1760
 TU1760                         *CURRENT SURVEY CONTROL
 TU1760  ___________________________________________________________________
 TU1760* NAD 83(1993)-  21 58 16.63167(N)    159 21 50.38980(W)     ADJUSTED  
 TU1760* LOCAL TIDAL -                                                        
 TU1760  ___________________________________________________________________
 TU1760  EPOCH DATE  -        1993.62
 TU1760  LAPLACE CORR-         -11.13  (seconds)                    DEFLEC99
 TU1760  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU1760
 TU1760  HORZ ORDER  -  THIRD
 TU1760
 TU1760.The horizontal coordinates were established by classical geodetic methods
 TU1760.and adjusted by the National Geodetic Survey in December 1998..
 TU1760.The horizontal coordinates are valid at the epoch date displayed above.
 TU1760.The epoch date for horizontal control is a decimal equivalence
 TU1760.of Year/Month/Day.
 TU1760
 TU1760
 TU1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1760
 TU1760.The geoid height was determined by GEOID03.
 TU1760
 TU1760;                    North         East     Units Scale Factor Converg.
 TU1760;SPC HI 4     -    15,281.503   514,046.639   MT  0.99999244   +0 03 03.2
 TU1760;UTM  04      - 2,429,693.452   462,420.163   MT  0.99961745   -0 08 10.3
 TU1760
 TU1760                          SUPERSEDED SURVEY CONTROL
 TU1760
 TU1760  NAD 83(1986)-  21 58 16.61135(N)    159 21 50.43849(W) AD(       ) 4
 TU1760  OLD HI      -  21 58 27.92900(N)    159 22 00.49700(W) AD(       ) 3
 TU1760
 TU1760.Superseded values are not recommended for survey control.
 TU1760.NGS no longer adjusts projects to the OLD HI datum.
 TU1760.See file dsdata.txt to determine how the superseded data were derived.
 TU1760
 TU1760_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6242029693(NAD 83)
 TU1760
 TU1760  HISTORY     - Date     Condition        Report By
 TU1760  HISTORY     - 1927     MONUMENTED       CGS
 TU1760  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1760  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1760
 TU1760                          STATION DESCRIPTION
 TU1760
 TU1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1760'IN SOUTHEASTERN KAUAI, IN LIHUE, NEAR MAIN ROAD TO NAWILIWILI,
 TU1760'THE TALL JOINTED AND GUYED METAL POLE OF THE MUTUAL WIRELESS CO.
 TU1760
 TU1760                          STATION RECOVERY (1958)
 TU1760
 TU1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1760'THE POLE HAS BEEN TORN DOWN AND THE STATION DESTROYED.
 TU1760
 TU1760                          STATION RECOVERY (1965)
 TU1760
 TU1760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1760'STATION IS GONE.  THERE ARE HOUSES IN THIS VICINITY NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1758 ***********************************************************************
 TU1758  DESIGNATION -  LIHUE RADIO STATION KTOH MAST
 TU1758  PID         -  TU1758
 TU1758  STATE/COUNTY-  HI/KAUAI
 TU1758  USGS QUAD   -  LIHUE (1996)
 TU1758
 TU1758                         *CURRENT SURVEY CONTROL
 TU1758  ___________________________________________________________________
 TU1758* NAD 83(1993)-  21 58 48.66870(N)    159 21 36.31333(W)     ADJUSTED  
 TU1758* LOCAL TIDAL -                                                        
 TU1758  ___________________________________________________________________
 TU1758  EPOCH DATE  -        1993.62
 TU1758  LAPLACE CORR-         -11.62  (seconds)                    DEFLEC99
 TU1758  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU1758
 TU1758  HORZ ORDER  -  THIRD
 TU1758
 TU1758.The horizontal coordinates were established by classical geodetic methods
 TU1758.and adjusted by the National Geodetic Survey in December 1998..
 TU1758.The horizontal coordinates are valid at the epoch date displayed above.
 TU1758.The epoch date for horizontal control is a decimal equivalence
 TU1758.of Year/Month/Day.
 TU1758
 TU1758
 TU1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1758
 TU1758.The geoid height was determined by GEOID03.
 TU1758
 TU1758;                    North         East     Units Scale Factor Converg.
 TU1758;SPC HI 4     -    16,267.265   514,449.585   MT  0.99999258   +0 03 08.5
 TU1758;UTM  04      - 2,430,677.522   462,826.174   MT  0.99961707   -0 08 05.2
 TU1758
 TU1758                          SUPERSEDED SURVEY CONTROL
 TU1758
 TU1758  NAD 83(1986)-  21 58 48.64754(N)    159 21 36.36461(W) AD(       ) 4
 TU1758  OLD HI      -  21 58 59.97000(N)    159 21 46.42100(W) AD(       ) 3
 TU1758
 TU1758.Superseded values are not recommended for survey control.
 TU1758.NGS no longer adjusts projects to the OLD HI datum.
 TU1758.See file dsdata.txt to determine how the superseded data were derived.
 TU1758
 TU1758_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6282630678(NAD 83)
 TU1758_MARKER: 42 = RADIO/TV MAST
 TU1758
 TU1758  HISTORY     - Date     Condition        Report By
 TU1758  HISTORY     - 1962     FIRST OBSERVED   CGS
 TU1758  HISTORY     - 1978     GOOD             NGS
 TU1758  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1758
 TU1758                          STATION DESCRIPTION
 TU1758
 TU1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1758'THE MAST IS 3/4 MILE NORTHEAST OF LIHUE, IN THE SOUTHEASTERN PART
 TU1758'OF KAUAI.  IT IS 50 FEET WEST OF THE BUILDING AND 180 FEET SOUTH
 TU1758'OF THE ROAD GOING TO THE AIRPORT.  THE MAST IS 155 FEET HIGH AND
 TU1758'IS A 4 LEGGED STEEL TOWER WITH A 6 FOOT BASE.  THE MAST IS PAINTED
 TU1758'RED AND WHITE AND HAS A RED CLEARANCE LIGHT ON THE TOP.
 TU1758'
 TU1758'THE POINT OBSERVED WAS THE TOP CENTER OF THE MAST.
 TU1758
 TU1758                          STATION RECOVERY (1978)
 TU1758
 TU1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU1758'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 TU1758'NAME OF THE RADIO STATION HAS BEEN CHANGED TO KIVM.
 TU1758
 TU1758                          STATION RECOVERY (1983)
 TU1758
 TU1758'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1758'MAST DESTROYED BY HURRICANE IWA, 1982 RADIO STA. MOVED TO DIFFERENT
 TU1758'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1911 ***********************************************************************
 TU1911  DESIGNATION -  LIK
 TU1911  PID         -  TU1911
 TU1911  STATE/COUNTY-  HI/KAUAI
 TU1911  USGS QUAD   -  KAPAA (1996)
 TU1911
 TU1911                         *CURRENT SURVEY CONTROL
 TU1911  ___________________________________________________________________
 TU1911* NAD 83(1993)-  22 06 31.33975(N)    159 17 46.42260(W)     ADJUSTED  
 TU1911* LOCAL TIDAL -                                                        
 TU1911  ___________________________________________________________________
 TU1911  EPOCH DATE  -        1993.62
 TU1911  LAPLACE CORR-         -15.64  (seconds)                    DEFLEC99
 TU1911  GEOID HEIGHT-          14.69  (meters)                     GEOID03
 TU1911
 TU1911  HORZ ORDER  -  THIRD
 TU1911
 TU1911.The horizontal coordinates were established by classical geodetic methods
 TU1911.and adjusted by the National Geodetic Survey in December 1998..
 TU1911.The horizontal coordinates are valid at the epoch date displayed above.
 TU1911.The epoch date for horizontal control is a decimal equivalence
 TU1911.of Year/Month/Day.
 TU1911
 TU1911
 TU1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1911
 TU1911.The geoid height was determined by GEOID03.
 TU1911
 TU1911;                    North         East     Units Scale Factor Converg.
 TU1911;SPC HI 4     -    30,505.693   521,025.630   MT  0.99999546   +0 04 36.1
 TU1911;UTM  04      - 2,444,888.938   469,446.304   MT  0.99961153   -0 06 41.4
 TU1911
 TU1911                          SUPERSEDED SURVEY CONTROL
 TU1911
 TU1911  NAD 83(1986)-  22 06 31.30768(N)    159 17 46.48214(W) AD(       ) 4
 TU1911  OLD HI      -  22 06 42.65300(N)    159 17 56.56200(W) AD(       ) 3
 TU1911
 TU1911.Superseded values are not recommended for survey control.
 TU1911.NGS no longer adjusts projects to the OLD HI datum.
 TU1911.See file dsdata.txt to determine how the superseded data were derived.
 TU1911
 TU1911_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6944644889(NAD 83)
 TU1911
 TU1911  HISTORY     - Date     Condition        Report By
 TU1911  HISTORY     - 1910     MONUMENTED       CGS
 TU1911  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1911
 TU1911                          STATION DESCRIPTION
 TU1911
 TU1911'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1911'ON EAST COAST OF KAUAI, ON A ROUNDING POINT 3/4 MILE NORTHEAST
 TU1911'OF KEALIA LANDING, ABOUT 100 METERS NORTHEAST OF WOODEN RAILWAY
 TU1911'BRIDGE, AND 25 METERS SOUTHWEST OF RAILWAY SWITCH.  STATION IS
 TU1911'30 METERS BACK FROM AND 15 FEET ABOVE HIGH-WATER MARK.  MARKED
 TU1911'BY SIGNAL POLE NAILED TO FENCE POST INTO WHICH WERE DRIVEN 4
 TU1911'NAILS IN FORM OF SQUARE WITH A FIFTH NAIL AT ITS
 TU1911'CENTER.  REFERENCE MARK IS TWO CROSSES IN SMALL ROCK (2 CUBIC
 TU1911'FEET) AT TOP OF RAILWAY CUT AND 14 METERS SOUTH-SOUTHWEST FROM
 TU1911'STATION.  IN 1927 STATION WAS SEARCHED FOR AND NOT FOUND.
 TU1911'LAND IS WASHED OUT WHERE REFERENCE MARK STOOD.
 TU1911
 TU1911                          STATION RECOVERY (1965)
 TU1911
 TU1911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1911'STATION HAS BEEN DESTROEYD.  THE OLD RAILROAD HAS BEEN REMOVED
 TU1911'AND A CANE-HAUL ROAD GOES THROUGH THE VICINITY.  STATION WAS
 TU1911'ALSO REPORTED NOT RECOVERED IN 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1400 ***********************************************************************
 TU1400  DESIGNATION -  LIKINI
 TU1400  PID         -  TU1400
 TU1400  STATE/COUNTY-  HI/HONOLULU
 TU1400  USGS QUAD   -  PEARL HARBOR (1983)
 TU1400
 TU1400                         *CURRENT SURVEY CONTROL
 TU1400  ___________________________________________________________________
 TU1400* NAD 83(1993)-  21 21 03.07066(N)    157 55 28.33017(W)     ADJUSTED  
 TU1400* LOCAL TIDAL -        55.6    (meters)     182.     (feet)  VERT ANG  
 TU1400  ___________________________________________________________________
 TU1400  EPOCH DATE  -        1993.62
 TU1400  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 TU1400  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1400
 TU1400  HORZ ORDER  -  FIRST
 TU1400
 TU1400.The horizontal coordinates were established by classical geodetic methods
 TU1400.and adjusted by the National Geodetic Survey in December 1998..
 TU1400.The horizontal coordinates are valid at the epoch date displayed above.
 TU1400.The epoch date for horizontal control is a decimal equivalence
 TU1400.of Year/Month/Day.
 TU1400
 TU1400.The orthometric height was determined by vertical angle observations.
 TU1400
 TU1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1400
 TU1400.The geoid height was determined by GEOID03.
 TU1400
 TU1400;                    North         East     Units Scale Factor Converg.
 TU1400;SPC HI 3     -    20,394.854   507,827.448   MT  0.99999076   +0 01 38.9
 TU1400;UTM  04      - 2,361,359.365   611,513.242   MT  0.99975366   +0 23 29.7
 TU1400
 TU1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1400!SPC HI 3     -   0.99998880  x   0.99999076  =   0.99997956
 TU1400!UTM  04      -   0.99998880  x   0.99975366  =   0.99974246
 TU1400
 TU1400|---------------------------------------------------------------------|
 TU1400| PID    Reference Object                     Distance      Geod. Az  |
 TU1400|                                                           dddmmss.s |
 TU1400| CJ8788 LIKINI RM 2                           6.196 METERS 02208     |
 TU1400| TU1399 HONOLULU INTL APT CONT TWR BCN      APPROX. 2.1 KM 1664526.0 |
 TU1400| TU1402 HONOLULU MOANALUA WATER TANK         74.103 METERS 24451     |
 TU1400| CJ8787 LIKINI RM 1                           6.144 METERS 30527     |
 TU1400|---------------------------------------------------------------------|
 TU1400
 TU1400                          SUPERSEDED SURVEY CONTROL
 TU1400
 TU1400  NAD 83(1986)-  21 21 03.02020(N)    157 55 28.33965(W) AD(       ) 1
 TU1400  OLD HI      -  21 21 14.41419(N)    157 55 38.22103(W) AD(       ) 1
 TU1400
 TU1400.Superseded values are not recommended for survey control.
 TU1400.NGS no longer adjusts projects to the OLD HI datum.
 TU1400.See file dsdata.txt to determine how the superseded data were derived.
 TU1400
 TU1400_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1151361359(NAD 83)
 TU1400_MARKER: Z = SEE DESCRIPTION
 TU1400_SETTING: 0 = UNSPECIFIED SETTING
 TU1400
 TU1400  HISTORY     - Date     Condition        Report By
 TU1400  HISTORY     - 1969     MONUMENTED       CGS
 TU1400  HISTORY     - 1983     GOOD             USCG
 TU1400
 TU1400                          STATION DESCRIPTION
 TU1400
 TU1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1400'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF THE ALOHA TOWER
 TU1400'IN HONOLULU, 2 MILES NORTH OF HONOLULU INTERNATIONAL AIRPORT
 TU1400'AND 1-1/4 MILES WEST OF SALT LAKE ON THE TOP OF A CONCRETE WATER
 TU1400'RESERVOIR.
 TU1400'
 TU1400'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99 AND
 TU1400'SALT LAKE BOULEVARD NEAR HONOLULU INTERNATIONAL AIRPORT, GO
 TU1400'NORTHERLY ON SALT LAKE BOULEVARD FOR 0.3 MILE TO A T ROAD.  TURN
 TU1400'LEFT, FOLLOWING SALT LAKE BOULEVARD, FOR 1.35 MILES TO
 TU1400'MALUNA STREET.  TURN RIGHT ON MALUNA STREET FOR 0.1 MILE TO
 TU1400'LIKINI STREET.  TURN RIGHT ON LIKINI STREET FOR 0.05 MILE TO A
 TU1400'DRIVE WAY ON THE RIGHT AND GATE LEADING TO A CONCRETE WATER
 TU1400'RESERVOIR AND THE STATION ON THE TOP OF THE RESERVOIR.
 TU1400'
 TU1400'THE STATION MARK IS A STANDARD DISK, STAMPED LIKINI 1969,
 TU1400'CEMENTED IN A DRILL HOLE IN THE CONCRETE TOP OF THE RESERVOIR.  IT
 TU1400'IS 73.9 FEET SOUTH OF THE TOP OF THE LADDER, 35.4 FEET SOUTHWEST
 TU1400'OF THE CENTER OF A DOOR LEADING INTO A CUPOLA, 8 FEET EAST
 TU1400'OF THE EDGE OF THE RESERVOIR AND 1 INCH BELOW THE TARRED SURFACE
 TU1400'OF THE RESERVOIR TOP.
 TU1400'
 TU1400'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LIKINI NO 1 1969,
 TU1400'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST EDGE OF THE RESERVOIR
 TU1400'AND PROJECTS 2 FEET ABOVE THE TARRED SURFACE OF THE TOP.
 TU1400'
 TU1400'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LIKINI NO 2
 TU1400'1969, CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTHERN ONE
 TU1400'OF FIVE AIR VENTS, AND PROJECTS 1.4 FEET ABOVE THE TARRED SURFACE.
 TU1400'
 TU1400'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU1400'
 TU1400'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 TU1400
 TU1400                          STATION RECOVERY (1983)
 TU1400
 TU1400'RECOVERY NOTE BY US COAST GUARD 1983 (MAT)
 TU1400'STATION RECOVERED GOOD.
 TU1400'
 TU1400'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1257 ***********************************************************************
 TU1257  DESIGNATION -  LILLIHAU 1961
 TU1257  PID         -  TU1257
 TU1257  STATE/COUNTY-  HI/HONOLULU
 TU1257  USGS QUAD   -  HONOLULU (1983)
 TU1257
 TU1257                         *CURRENT SURVEY CONTROL
 TU1257  ___________________________________________________________________
 TU1257* NAD 83(1993)-  21 17 24.88495(N)    157 50 55.93435(W)     ADJUSTED  
 TU1257* LOCAL TIDAL -         1.     (meters)       3.     (feet)  VERT ANG  
 TU1257  ___________________________________________________________________
 TU1257  EPOCH DATE  -        1993.62
 TU1257  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 TU1257  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1257
 TU1257  HORZ ORDER  -  SECOND
 TU1257
 TU1257.The horizontal coordinates were established by classical geodetic methods
 TU1257.and adjusted by the National Geodetic Survey in December 1998..
 TU1257.The horizontal coordinates are valid at the epoch date displayed above.
 TU1257.The epoch date for horizontal control is a decimal equivalence
 TU1257.of Year/Month/Day.
 TU1257
 TU1257.The orthometric height was determined by vertical angle observations.
 TU1257.No vertical observational check was made to the station.
 TU1257
 TU1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1257
 TU1257.The geoid height was determined by GEOID03.
 TU1257
 TU1257;                    North         East     Units Scale Factor Converg.
 TU1257;SPC HI 3     -    13,690.058   515,682.258   MT  0.99999304   +0 03 17.5
 TU1257;UTM  04      - 2,354,706.065   619,408.654   MT  0.99977619   +0 25 04.9
 TU1257
 TU1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1257!SPC HI 3     -   0.99999740  x   0.99999304  =   0.99999044
 TU1257!UTM  04      -   0.99999740  x   0.99977619  =   0.99977359
 TU1257
 TU1257:                Primary Azimuth Mark                     Grid Az
 TU1257:SPC HI 3     -  HONOLULU RADIO STA KGMB TOWER            068 42 54.3
 TU1257:UTM  04      -  HONOLULU RADIO STA KGMB TOWER            068 21 06.9
 TU1257
 TU1257|---------------------------------------------------------------------|
 TU1257| PID    Reference Object                     Distance      Geod. Az  |
 TU1257|                                                           dddmmss.s |
 TU1257| TU1244 HONOLULU RADIO STA KGMB TOWER       APPROX. 1.0 KM 0684611.8 |
 TU1257| TU1269 HONOLULU RADIO STA KIKI TOWER       APPROX. 1.0 KM 3125211.5 |
 TU1257| TU1262 HONOLULU TV STATION KONA TOWER      404.828 METERS 3244318.9 |
 TU1257|---------------------------------------------------------------------|
 TU1257
 TU1257                          SUPERSEDED SURVEY CONTROL
 TU1257
 TU1257  NAD 83(1986)-  21 17 24.83457(N)    157 50 55.94371(W) AD(       ) 2
 TU1257  OLD HI      -  21 17 36.22227(N)    157 51 05.81630(W) AD(       ) 2
 TU1257
 TU1257.Superseded values are not recommended for survey control.
 TU1257.NGS no longer adjusts projects to the OLD HI datum.
 TU1257.See file dsdata.txt to determine how the superseded data were derived.
 TU1257
 TU1257_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1940954706(NAD 83)
 TU1257_MARKER: Z = SEE DESCRIPTION
 TU1257_SETTING: 0 = UNSPECIFIED SETTING
 TU1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU1257+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2002
 TU1257
 TU1257  HISTORY     - Date     Condition        Report By
 TU1257  HISTORY     - 1961     MONUMENTED       CGS
 TU1257  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1257  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1257  HISTORY     - 19990321 GOOD             USPSQD
 TU1257  HISTORY     - 20021013 GOOD             NWS
 TU1257  HISTORY     - 20060305 GOOD             GEOCAC
 TU1257
 TU1257                          STATION DESCRIPTION
 TU1257
 TU1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WRP)
 TU1257'STATION IS ABOUT 1.4 MILES SOUTH OF PUNCHBOWL CRATER AND 2.8 MILES
 TU1257'WNW OF DIAMOND HEAD (LEAHI) IN THE APPROXIMATE CENTER OF ALA
 TU1257'MOANA PARK IN THE CITY OF HONOLULU.
 TU1257'
 TU1257'TO REACH THE STATION FROM THE INTERSECTION OF A LA MOANA BLVD. AND
 TU1257'WARD AVE., PROCEED WESTERLY ON ALA MOANA FOR 0.3 MILES TO A SIDE
 TU1257'ROAD RIGHT AT THE WEST ENTRANCE TO ALA MOANA PARK.  TURN RIGHT
 TU1257'AND CONTINUE SOUTH AND WEST ALONG THE BEACHLINE ROAD FOR 0.6
 TU1257'MILES TO A ROCK WALL ON THE LEFT (NORTH) AND TWO SETS OF STEPS
 TU1257'LEADING DOWN INTO THE PARK.  TAKE THE LEFT SET OF STEPS DOWN
 TU1257'(WEST) AND THE STATION IS APPROXIMATELY 138 FEET WNW OF THE
 TU1257'BOTTOM STEP IN THE MIDDLE OF A CLUMP OF SIX PALM TREES.  THIS IS
 TU1257'THE ONLY CLUMP OF PALM TREES IN THE VICINITY.
 TU1257'
 TU1257'THE STATION MARK IS A NON-STANDARD 5 INCH BY 9 INCH BRONZE
 TU1257'PLAQUE WITH THE FOLLOWING INSCRIPTION IN MEMORIAM, QUEEN LILLIHAU,
 TU1257'1587-1617, HERS WAS A HAPPY REIGN, THIS MEMORIAL ESTABLISHED BY
 TU1257'USC AND GSS SURVEYOR.  THE PLAQUE IS SET IN THE TOP OF A 12 INCH
 TU1257'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND
 TU1257'LEVEL AND IS LOCATED 15.9 FEET SOUTH OF THE MOST NORTHERLY PALM
 TU1257'TREE, 11.2 FEET WEST OF THE MOST EASTERLY TREE AND 3.3 FEET
 TU1257'SOUTH OF THE CENTER TREE OF THE GROUP.  THE MARK USED TO OBSERVE
 TU1257'ON IS A PUNCH MARK BETWEEN THE 1587 AND 1617 PORTION OF THE
 TU1257'INSCRIPTION.
 TU1257
 TU1257                          STATION RECOVERY (1963)
 TU1257
 TU1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1257'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU1257'DESCRIPTION FOLLOWS--
 TU1257'
 TU1257'STATION IS LOCATED ABOUT 1-1/4 MILES AIRLINE SOUTHEAST OF THE
 TU1257'FEDERAL BUILDING IN HONOLULU, ABOUT IN THE MIDDLE OF ALA MOANA
 TU1257'PARK.
 TU1257'
 TU1257'TO REACH STATION FROM THE INTERSECTION OF WARD AVENUE AND ALA
 TU1257'MOANA BLVD, GO EASTERLY, ON ALA MOANA BLVD, FOR 0.3 MILE TO SIDE
 TU1257'ROAD RIGHT, JUST AFTER PASSING MC WAYNE MARINE SUPPLY CO.  TURN
 TU1257'RIGHT AND FOLLOW THE PARK DRIVE EASTERLY FOR 0.6 MILE TO STATION
 TU1257'ON LEFT, OPPOSITE WEST END OF A JOGGING, STONE WALL ON LEFT,
 TU1257'WITH TWO SETS OF WIDE STONE STEPS LEADING DOWN INTO THE PARK.
 TU1257'
 TU1257'STATION MARK IS A 5 X 9-INCH, BRONZE PLATE WITH THE FOLLOWING
 TU1257'INSCRIPTION ON IT IN MEMORIAM, QUEEN LILLIHAU 1587-1617, HERS
 TU1257'WAS A HAPPY REIGN, THIS MEMORIAL ESTABLISHED BY USC AND GSS
 TU1257'SURVEYOR.  A PUNCH MARK IS AT THE CENTER OF THE PLATE.  THE MARK
 TU1257'IS SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU1257'PROJECTING 3 INCHES.  IT IS SET IN THE MIDDLE OF A CLUMP OF 6
 TU1257'PALM TREES, ABOUT 105 YARDS SOUTH OF ALA MOANA BLVD, 169
 TU1257'FEET NORTH OF WEST END OF THE STONE WALL, AND 141 FEET
 TU1257'NORTHWEST OF THE WEST SET OF STEPS.
 TU1257
 TU1257                          STATION RECOVERY (1969)
 TU1257
 TU1257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1257'THE STATION MARK WAS RECOVERED AS DESCRIBED, AND FOUND TO BE IN
 TU1257'GOOD CONDITION.
 TU1257'
 TU1257'A GEODIMETER TRAVERSE WAS MADE BETWEEN LILLIHAU 1961 AND MAGIC
 TU1257'ISLAND.
 TU1257'
 TU1257'GEODIMETER DISTANCE 658.343 METERS OR (2,159.89 FT.)
 TU1257'
 TU1257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1257'IN HONOLULU.
 TU1257
 TU1257                          STATION RECOVERY (1999)
 TU1257
 TU1257'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1257'RECOVERED IN GOOD CONDITION.
 TU1257
 TU1257                          STATION RECOVERY (2002)
 TU1257
 TU1257'RECOVERY NOTE BY NATIONAL WEATHER SERVICE 2002 (JEJ)
 TU1257'RECOVERED IN GOOD CONDITION
 TU1257
 TU1257                          STATION RECOVERY (2006)
 TU1257
 TU1257'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 TU1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2273 ***********************************************************************
 TU2273  DESIGNATION -  LIO
 TU2273  PID         -  TU2273
 TU2273  STATE/COUNTY-  HI/HAWAII
 TU2273  USGS QUAD   -  PUU MAKAALA (1981)
 TU2273
 TU2273                         *CURRENT SURVEY CONTROL
 TU2273  ___________________________________________________________________
 TU2273* NAD 83(1993)-  19 35 13.14284(N)    155 09 28.63033(W)     ADJUSTED  
 TU2273* LOCAL TIDAL -       653.4    (meters)    2144.     (feet)  VERT ANG  
 TU2273  ___________________________________________________________________
 TU2273  EPOCH DATE  -        1993.62
 TU2273  LAPLACE CORR-         -18.02  (seconds)                    DEFLEC99
 TU2273  GEOID HEIGHT-          20.89  (meters)                     GEOID03
 TU2273
 TU2273  HORZ ORDER  -  SECOND
 TU2273
 TU2273.The horizontal coordinates were established by classical geodetic methods
 TU2273.and adjusted by the National Geodetic Survey in December 1998..
 TU2273.The horizontal coordinates are valid at the epoch date displayed above.
 TU2273.The epoch date for horizontal control is a decimal equivalence
 TU2273.of Year/Month/Day.
 TU2273
 TU2273.The orthometric height was determined by vertical angle observations.
 TU2273
 TU2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2273
 TU2273.The geoid height was determined by GEOID03.
 TU2273
 TU2273;                    North         East     Units Scale Factor Converg.
 TU2273;SPC HI 1     -    83,458.206   535,885.635   MT  0.99998258   +0 06 52.8
 TU2273;UTM  05      - 2,167,207.519   273,642.179   MT  1.00023337   -0 43 25.4
 TU2273
 TU2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2273!SPC HI 1     -   0.99989402  x   0.99998258  =   0.99987660
 TU2273!UTM  05      -   0.99989402  x   1.00023337  =   1.00012736
 TU2273
 TU2273|---------------------------------------------------------------------|
 TU2273| PID    Reference Object                     Distance      Geod. Az  |
 TU2273|                                                           dddmmss.s |
 TU2273| CN5851 LIO RM 1                             14.086 METERS 00340     |
 TU2273| CN5852 LIO RM 2                              5.419 METERS 08515     |
 TU2273| TU2279 KULANI                              APPROX.16.5 KM 2433403.8 |
 TU2273| TU2274 LIO HIGS A PT 1977                    7.685 METERS 28432     |
 TU2273|---------------------------------------------------------------------|
 TU2273
 TU2273                          SUPERSEDED SURVEY CONTROL
 TU2273
 TU2273  NAD 83(1986)-  19 35 13.11205(N)    155 09 28.66008(W) AD(       ) 2
 TU2273  OLD HI      -  19 35 24.02924(N)    155 09 38.64230(W) AD(       ) 2
 TU2273
 TU2273.Superseded values are not recommended for survey control.
 TU2273.NGS no longer adjusts projects to the OLD HI datum.
 TU2273.See file dsdata.txt to determine how the superseded data were derived.
 TU2273
 TU2273_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7364267208(NAD 83)
 TU2273_MARKER: Z = SEE DESCRIPTION
 TU2273_SETTING: 0 = UNSPECIFIED SETTING
 TU2273
 TU2273  HISTORY     - Date     Condition        Report By
 TU2273  HISTORY     - 1977     MONUMENTED       HIGS
 TU2273
 TU2273                          STATION DESCRIPTION
 TU2273
 TU2273'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2273'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF HILO, 9-1/2 MILES
 TU2273'EAST OF KULANI HONOR CAMP AND 3 MILES NORTHWEST OF MOUNTAIN VIEW
 TU2273'ON THE SOUTH SIDE OF STAINBACK HIGHWAY.  (ON ROAD RIGHT-OF-WAY)
 TU2273'
 TU2273'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11
 TU2273'AND 19 IN HILO, GO SOUTH ON STATE HIGHWAY 11 FOR 4.3 MILES TO
 TU2273'A CROSSROAD.  TURN RIGHT AND GO SOUTHWESTERLY ON STAINBACK
 TU2273'HIGHWAY 6.9 MILES TO ROAD INTERSECTION LEFT, (KULANI
 TU2273'ROAD).  CONTINUE SOUTHWESTERLY ON STAINBACK HIGHWAY 1.7
 TU2273'MILES TO THE STATION SITE ON THE LEFT.
 TU2273'
 TU2273'THE STATION MARKS ARE STATE OF HAWAII SURVEY DISKS STAMPED
 TU2273'LIO 1977.  THE SURFACE DISK IS SET IN A ROUND CONCRETE POST
 TU2273'FLUSH WITH THE GROUND.  THE UNDERGROUND DISK IS SET IN AN
 TU2273'IRREGULAR MASS OF CONCRETE ABOUT 4 FEET BELOW THE GROUND.  THEY
 TU2273'ARE 42.3 FEET WEST OF TELEPHONE POLE NUMBER 162, 13 FEET SOUTH
 TU2273'OF THE CENTERLINE OF THE HIGHWAY, 5.15 FEET SOUTHEAST OF A TACK
 TU2273'IN THE ROAD AND 4 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY.
 TU2273'
 TU2273'REFERENCE MARK 1, STAMPED 1, IS A RAILROAD SPIKE WITH A
 TU2273'PUNCH HOLE MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN
 TU2273'LAVA ROCK, 26 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2
 TU2273'FEET NORTHWEST OF A SMALL DECLINE AND 3 FEET ABOVE THE HIGHWAY.
 TU2273'
 TU2273'REFERENCE MARK 2, STAMPED 2, IS A RAILROAD SPIKE WITH A PUNCH
 TU2273'HOLE MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN A SMALL ROCK
 TU2273'LEDGE, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2
 TU2273'FEET HIGHER THAN THE HIGHWAY.
 TU2273'
 TU2273'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2273'
 TU2273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 TU2273'NW OF MOUNTAIN VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE5248 ***********************************************************************
 DE5248  DESIGNATION -  LISIANSKI 2001
 DE5248  PID         -  DE5248
 DE5248  STATE/COUNTY-  HI/HONOLULU
 DE5248  USGS QUAD   -  
 DE5248
 DE5248                         *CURRENT SURVEY CONTROL
 DE5248  ___________________________________________________________________
 DE5248* NAD 83(1993)-  26 03 48.33730(N)    173 57 39.43450(W)     ADJUSTED  
 DE5248* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 DE5248  ___________________________________________________________________
 DE5248  EPOCH DATE  -        1993.62
 DE5248  X           -  -5,701,429.484 (meters)                     COMP
 DE5248  Y           -    -603,173.004 (meters)                     COMP
 DE5248  Z           -   2,785,379.940 (meters)                     COMP
 DE5248  ELLIP HEIGHT-           8.85  (meters)          (07/03/02) GPS OBS
 DE5248
 DE5248  HORZ ORDER  -  B
 DE5248  ELLP ORDER  -  THIRD     CLASS I
 DE5248
 DE5248.The horizontal coordinates were established by GPS observations
 DE5248.and adjusted by the National Geodetic Survey in July 2002..
 DE5248.The horizontal coordinates are valid at the epoch date displayed above.
 DE5248.The epoch date for horizontal control is a decimal equivalence
 DE5248.of Year/Month/Day.
 DE5248
 DE5248.The orthometric height was scaled from a topographic map.
 DE5248
 DE5248.Photographs are available for this station.
 DE5248
 DE5248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5248
 DE5248.The ellipsoidal height was determined by GPS observations
 DE5248.and is referenced to NAD 83.
 DE5248
 DE5248;                    North         East     Units Scale Factor Converg.
 DE5248;SPC HI 5     -   561,364.995 -,888,572.572   MT  1.02388636   -6 09 30.0
 DE5248;UTM  02      - 2,886,073.251   203,752.418   MT  1.00068377   -1 18 06.8
 DE5248;UTM  01      - 2,886,253.264   804,065.262   MT  1.00074173   +1 20 10.6
 DE5248
 DE5248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5248!SPC HI 5     -   0.99999861  x   1.02388636  =   1.02388494
 DE5248!UTM  02      -   0.99999861  x   1.00068377  =   1.00068238
 DE5248!UTM  01      -   0.99999861  x   1.00074173  =   1.00074034
 DE5248
 DE5248                          SUPERSEDED SURVEY CONTROL
 DE5248
 DE5248.No superseded survey control is available for this station.
 DE5248
 DE5248_U.S. NATIONAL GRID SPATIAL ADDRESS:  2RKP0375286073(NAD 83)
 DE5248_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5248_SETTING: 66 = SET IN ROCK OUTCROP
 DE5248_SP_SET: UNKNOWN
 DE5248_STAMPING: LISIANSKI 2001
 DE5248_MARK LOGO: NGS   
 DE5248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5248+STABILITY: POSITION/ELEVATION WELL
 DE5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5248+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DE5248
 DE5248  HISTORY     - Date     Condition        Report By
 DE5248  HISTORY     - 20010815 MONUMENTED       NGS
 DE5248
 DE5248                          STATION DESCRIPTION
 DE5248
 DE5248'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 DE5248'THE STATION IS LOCATED ON LISIANSKI ISLAND ON THE WINDWARD (EAST) SIDE
 DE5248'OF THE ISLAND AT A
 DE5248'ROCKY POINT JUST SOUTH OF MID-ISLAND NEAR THE SOUTH END OF A LIMESTONE
 DE5248'LEDGE WHICH IS
 DE5248'BARE AT MEAN HIGH WATER.  IT IS ON THE ONLY EXPOSED ROCK MASS OF
 DE5248'SIGNIFICANT SIZE FOUND
 DE5248'ON THE ISLAND.  THE ISLAND IS PART OF A PRESERVE AND A SPECIAL USE
 DE5248'PERMIT AND A QUALIFIED
 DE5248'ESCORT ARE REQUIRED BY THE U.S. FISH AND WILDLIFE SERVICE TO ACCESS
 DE5248'THE LAND AND
 DE5248'SURROUNDING WATERS.  THIS STATION WAS ESTABLISHED DUE TO THE INABILITY
 DE5248'TO FIND STATION
 DE5248'LISIANSKI 1961 OR ANY OF ITS RM'S OR AZIMUTH MARK.  THE ORIGINAL
 DE5248'DESCRIPTION WAS
 DE5248'RATHER VAGUE TO BEGIN WITH AND UNFORTUNATELY THE CLUMP OF PINE TREES
 DE5248'REFERENCED TO
 DE5248'ARE NO LONGER PRESENT.  SHEARWATER AND PETREL BURROWS IN THE GENERAL
 DE5248'VICINITY OF THE
 DE5248'ORIGINAL STATION PREVENT THE USE OF PROBES.  ALL APPROACHES TO THE
 DE5248'ISLAND ARE
 DE5248'DANGEROUS BUT IT IS RECOMMENDED THAT LANDINGS ONLY BE ATTEMPTED ON THE
 DE5248'WEST SIDE
 DE5248'USING EXTREME CARE.  THERE ARE SEVERAL ROUTES THAT SMALL CRAFT ARE
 DE5248'ABLE TO NAVIGATE
 DE5248'BUT NONE ARE STRAIGHT SHOTS AND ALL REQUIRE SLOW SPEED AND A WARY EYE
 DE5248'(ESPECIALLY AT
 DE5248'LOW SUN ANGLES) AS THERE ARE NUMEROUS CORAL HEADS AND LEDGES.  TO
 DE5248'REACH THE STATION
 DE5248'AFTER LANDING ON THE WEST BEACH AS FAR SOUTH AS CONDITIONS WILL
 DE5248'PERMIT, PACK SOUTH AND
 DE5248'EAST AROUND THE SOUTH TIP OF THE ISLAND AND THEN NORTH ABOUT 0.5 MI TO
 DE5248'A SMALL COVE
 DE5248'WHERE THE WATER IS UP TO THE EDGE OF THE VEGETATION.  WADE THROUGH THE
 DE5248'WATER NORTH
 DE5248'AND EAST TO A ROCKY POINT AND THE STATION.  IT IS A BRONZE HORIZONTAL
 DE5248'CONTROL STATION
 DE5248'CEMENTED AND RECESSED IN A DRILL HOLE IN A RELATIVELY LEVEL AREA IN
 DE5248'THE LIME STONE LEDGE
 DE5248'ABOUT 30 FT EAST OF THE VEGETATION LINE.  THE MARK IS ABOUT 0.5 M
 DE5248'ABOVE MEAN HIGH WATER
 DE5248'BUT IS MOST LIKELY AWASH AT SPRING OR FLOOD TIDES.
 DE5248' 
 DE5248' 
 DE5248'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3577 ***********************************************************************
 AA3577  SACS        -  This is a Secondary Airport Control Station.
 AA3577  DESIGNATION -  LNY AP STA A
 AA3577  PID         -  AA3577
 AA3577  STATE/COUNTY-  HI/MAUI
 AA3577  USGS QUAD   -  
 AA3577
 AA3577                         *CURRENT SURVEY CONTROL
 AA3577  ___________________________________________________________________
 AA3577* NAD 83(1993)-  20 47 29.79161(N)    156 56 40.33865(W)     ADJUSTED  
 AA3577* LOCAL TIDAL -       400.5    (meters)    1314.     (feet)  GPS OBS   
 AA3577  ___________________________________________________________________
 AA3577  EPOCH DATE  -        1993.62
 AA3577  X           -  -5,489,182.424 (meters)                     COMP
 AA3577  Y           -  -2,336,293.101 (meters)                     COMP
 AA3577  Z           -   2,249,988.372 (meters)                     COMP
 AA3577  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 AA3577  ELLIP HEIGHT-         417.14  (meters)          (11/30/94) GPS OBS
 AA3577  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 AA3577
 AA3577  HORZ ORDER  -  FIRST
 AA3577  ELLP ORDER  -  FIFTH     CLASS I
 AA3577
 AA3577.This mark is at Lanai Airport  (LNY)
 AA3577
 AA3577.The horizontal coordinates were established by GPS observations
 AA3577.and adjusted by the National Geodetic Survey in November 1994..
 AA3577.No horizontal observational check was made to the station.
 AA3577.The horizontal coordinates are valid at the epoch date displayed above.
 AA3577.The epoch date for horizontal control is a decimal equivalence
 AA3577.of Year/Month/Day.
 AA3577
 AA3577.The orthometric height was determined by GPS observations and a
 AA3577.high-resolution geoid model.
 AA3577.No vertical observational check was made to the station.
 AA3577
 AA3577.GPS derived orthometric heights for airport stations designated as
 AA3577.PACS or SACS are published to 2 decimal places.  This maintains
 AA3577.centimeter relative accuracy between the PACS and SACS.  It does
 AA3577.not indicate centimeter accuracy relative to other marks which are
 AA3577.part of the NAVD 88 network.
 AA3577
 AA3577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3577
 AA3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3577
 AA3577.The ellipsoidal height was determined by GPS observations
 AA3577.and is referenced to NAD 83.
 AA3577
 AA3577.The geoid height was determined by GEOID03.
 AA3577
 AA3577;                    North         East     Units Scale Factor Converg.
 AA3577;SPC HI 2     -    50,759.524   471,070.522   MT  0.99997701   -0 05 55.1
 AA3577;UTM  04      - 2,300,447.370   713,951.334   MT  1.00016573   +0 43 47.7
 AA3577
 AA3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3577!SPC HI 2     -   0.99993444  x   0.99997701  =   0.99991145
 AA3577!UTM  04      -   0.99993444  x   1.00016573  =   1.00010016
 AA3577
 AA3577                          SUPERSEDED SURVEY CONTROL
 AA3577
 AA3577.No superseded survey control is available for this station.
 AA3577
 AA3577_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1395100447(NAD 83)
 AA3577_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3577_SP_SET: PREFAB CONC. POST IN EARTH
 AA3577_STAMPING: AP 1964 STA A
 AA3577_MARK LOGO: NGS   
 AA3577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3577+STABILITY: SURFACE MOTION
 AA3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3577+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1994
 AA3577
 AA3577  HISTORY     - Date     Condition        Report By
 AA3577  HISTORY     - 1964     MONUMENTED       NGS
 AA3577  HISTORY     - 19940316 GOOD             NGS
 AA3577
 AA3577                          STATION DESCRIPTION
 AA3577
 AA3577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 (EPC)
 AA3577'THE STATION IS LOCATED WITHIN THE PERIMETER FENCE OF THE LANAI
 AA3577'AIRPORT.  ACCESS TO THE AIRPORT CAN BE GAINED BY CONTACTING THE
 AA3577'AIRPORT MANAGER AT 808-565-6757. THE STATION IS ON THE E SIDE OF THE
 AA3577'NORTH END OF THE RUNWAY. IT IS 100 FT (30.5 M) FROM THE NE CORNER OF
 AA3577'THE OVER RUN SURFACE ON LINE WITH THE N EDGE.  THE STATION IS FLUSH
 AA3577'WITH THE GROUND IN MOWED GRASS. A PUNCH MARK IN THE CENTER OF THE
 AA3577'CIRCLE WAS USED AS THE PLUMBING POINT.
 AA3577
 AA3577                          STATION RECOVERY (1994)
 AA3577
 AA3577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3577'THE STATION IS LOCATED 720.9 FT (219.7 M) NE OF END RWY 21 CENTERLINE,
 AA3577'MARKED BY A CROSS IN CONCRETE POST, 129.6 FT (39.5 M) EAST OF OLD
 AA3577'CENTERLINE END 21, 100.0 FT (30.5 M) EAST OF THE NEW CORNER OF
 AA3577'OVERRUN, 100.0 FT (30.5 M) SW OF PK NAIL IN A WOODEN FENCE POST.  THE
 AA3577'STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE POST
 AA3577'FLUSH WITH THE GROUND AND STAMPED AP 1964 STA A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3578 ***********************************************************************
 AA3578  SACS        -  This is a Secondary Airport Control Station.
 AA3578  DESIGNATION -  LNY ARP 2
 AA3578  PID         -  AA3578
 AA3578  STATE/COUNTY-  HI/MAUI
 AA3578  USGS QUAD   -  
 AA3578
 AA3578                         *CURRENT SURVEY CONTROL
 AA3578  ___________________________________________________________________
 AA3578* NAD 83(1993)-  20 47 09.30871(N)    156 57 06.43278(W)     ADJUSTED  
 AA3578* LOCAL TIDAL -       397.0    (meters)    1302.     (feet)  GPS OBS   
 AA3578  ___________________________________________________________________
 AA3578  EPOCH DATE  -        1993.62
 AA3578  X           -  -5,489,680.552 (meters)                     COMP
 AA3578  Y           -  -2,335,684.862 (meters)                     COMP
 AA3578  Z           -   2,249,398.122 (meters)                     COMP
 AA3578  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 AA3578  ELLIP HEIGHT-         413.50  (meters)          (11/30/94) GPS OBS
 AA3578  GEOID HEIGHT-          15.93  (meters)                     GEOID03
 AA3578
 AA3578  HORZ ORDER  -  FIRST
 AA3578  ELLP ORDER  -  FIFTH     CLASS I
 AA3578
 AA3578.This mark is at Lanai Airport  (LNY)
 AA3578
 AA3578.The horizontal coordinates were established by GPS observations
 AA3578.and adjusted by the National Geodetic Survey in November 1994..
 AA3578.No horizontal observational check was made to the station.
 AA3578.The horizontal coordinates are valid at the epoch date displayed above.
 AA3578.The epoch date for horizontal control is a decimal equivalence
 AA3578.of Year/Month/Day.
 AA3578
 AA3578.The orthometric height was determined by GPS observations and a
 AA3578.high-resolution geoid model.
 AA3578.No vertical observational check was made to the station.
 AA3578
 AA3578.GPS derived orthometric heights for airport stations designated as
 AA3578.PACS or SACS are published to 2 decimal places.  This maintains
 AA3578.centimeter relative accuracy between the PACS and SACS.  It does
 AA3578.not indicate centimeter accuracy relative to other marks which are
 AA3578.part of the NAVD 88 network.
 AA3578
 AA3578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3578
 AA3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3578
 AA3578.The ellipsoidal height was determined by GPS observations
 AA3578.and is referenced to NAD 83.
 AA3578
 AA3578.The geoid height was determined by GEOID03.
 AA3578
 AA3578;                    North         East     Units Scale Factor Converg.
 AA3578;SPC HI 2     -    50,130.925   470,314.771   MT  0.99997755   -0 06 04.3
 AA3578;UTM  04      - 2,299,807.790   713,204.611   MT  1.00016179   +0 43 37.7
 AA3578
 AA3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3578!SPC HI 2     -   0.99993501  x   0.99997755  =   0.99991256
 AA3578!UTM  04      -   0.99993501  x   1.00016179  =   1.00009679
 AA3578
 AA3578|---------------------------------------------------------------------|
 AA3578| PID    Reference Object                     Distance      Geod. Az  |
 AA3578|                                                           dddmmss.s |
 AA3578| TU3225 LAN 2                               353.225 METERS 03801     |
 AA3578|---------------------------------------------------------------------|
 AA3578
 AA3578                          SUPERSEDED SURVEY CONTROL
 AA3578
 AA3578.No superseded survey control is available for this station.
 AA3578
 AA3578_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH1320599808(NAD 83)
 AA3578_MARKER: N = NAIL
 AA3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3578_SP_SET: PREFAB CONC. BLOCK IN EARTH
 AA3578_STAMPING: ARP 2 1969
 AA3578_MARK LOGO: NONE  
 AA3578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3578+STABILITY: SURFACE MOTION
 AA3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3578+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1994
 AA3578
 AA3578  HISTORY     - Date     Condition        Report By
 AA3578  HISTORY     - 1969     MONUMENTED       CGS
 AA3578  HISTORY     - 19940316 GOOD             NGS
 AA3578
 AA3578                          STATION DESCRIPTION
 AA3578
 AA3578'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (EPC)
 AA3578'THE STATION IS WITHIN THE PERIMETER FENCE AT THE LANAI AIRPORT. ACCESS
 AA3578'TO THE AIRPORT CAN BE GAINED BY CONTACTING THE AIRPORT MANAGER AT
 AA3578'808-565-6757. THE STATION IS A NAIL CENTERED IN THE TOP OF AN 8 IN
 AA3578'SQUARE CONCRETE MONUMENT, THE CONCRETE IS INSCRIBED -ARP 2 1969-.  THE
 AA3578'STATION IS ON THE W SIDE OF RUNWAY 30-21 NEAR THE MID POINT OF THE
 AA3578'RUNWAY LENGTH. IT IS BETWEEN RUNWAY LIGHTS 25 AND 27. IT IS 94.8 FT
 AA3578'(28.9 M) FROM LIGHT 25, 171.4 FT (52.2 M) FRON LIGHT 27,92.4 FT FROM
 AA3578'THE RUNWAY EDGE. THE STATION IS BURRIED 10 CM BELOW THE GROUND.
 AA3578
 AA3578                          STATION RECOVERY (1994)
 AA3578
 AA3578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3578'STATION IS LOCATED NEAR THE MID POINT OF RWY 03-21 1159 FT (353.3 M)
 AA3578'SOUTH OF LAN 2 65, 248.6 FT (75.8 M) NW OF SOUTH END OF THE EIGHT
 AA3578'CENTERLINE STRIPE SOUTH OF THE TERMINAL TAXIWAY EXIT, 174.9 FT (53.3
 AA3578'M) WEST OF THE SOUTH END OF THE SEVENTH CENTERLINE STRIPE, 171.4 FT
 AA3578'(52.2 M) WSW OF RWY 1T.R27, 94.8 FT (28.9 M) NW OF RWY 1T.R25 AND 92.4
 AA3578'FT.  (28.2 M) WEST OF RWY EDGE.  THE STATION IS MARKED BY A NAIL SET
 AA3578'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND AND
 AA3578'THE TOP OF THE POST IS LETTERED ARP 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1949 ***********************************************************************
 TU1949  DESIGNATION -  LOG
 TU1949  PID         -  TU1949
 TU1949  STATE/COUNTY-  HI/KAUAI
 TU1949  USGS QUAD   -  ANAHOLA (1996)
 TU1949
 TU1949                         *CURRENT SURVEY CONTROL
 TU1949  ___________________________________________________________________
 TU1949* NAD 83(1993)-  22 12 55.26136(N)    159 22 36.65079(W)     ADJUSTED  
 TU1949* LOCAL TIDAL -                                                        
 TU1949  ___________________________________________________________________
 TU1949  EPOCH DATE  -        1993.62
 TU1949  LAPLACE CORR-          -8.23  (seconds)                    DEFLEC99
 TU1949  GEOID HEIGHT-          14.81  (meters)                     GEOID03
 TU1949
 TU1949  HORZ ORDER  -  THIRD
 TU1949
 TU1949.The horizontal coordinates were established by classical geodetic methods
 TU1949.and adjusted by the National Geodetic Survey in December 1998..
 TU1949.The horizontal coordinates are valid at the epoch date displayed above.
 TU1949.The epoch date for horizontal control is a decimal equivalence
 TU1949.of Year/Month/Day.
 TU1949
 TU1949
 TU1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1949
 TU1949.The geoid height was determined by GEOID03.
 TU1949
 TU1949;                    North         East     Units Scale Factor Converg.
 TU1949;SPC HI 4     -    42,305.715   512,697.588   MT  0.99999199   +0 02 47.6
 TU1949;UTM  04      - 2,456,711.832   461,160.291   MT  0.99961864   -0 08 32.9
 TU1949
 TU1949                          SUPERSEDED SURVEY CONTROL
 TU1949
 TU1949  NAD 83(1986)-  22 12 55.22080(N)    159 22 36.70836(W) AD(       ) 4
 TU1949  OLD HI      -  22 13 06.58000(N)    159 22 46.80000(W) AD(       ) 3
 TU1949
 TU1949.Superseded values are not recommended for survey control.
 TU1949.NGS no longer adjusts projects to the OLD HI datum.
 TU1949.See file dsdata.txt to determine how the superseded data were derived.
 TU1949
 TU1949_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6116056712(NAD 83)
 TU1949
 TU1949  HISTORY     - Date     Condition        Report By
 TU1949  HISTORY     - 1910     MONUMENTED       CGS
 TU1949  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1949
 TU1949                          STATION DESCRIPTION
 TU1949
 TU1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1949'ON NORTHEAST COAST OF KAUAI, ABOUT 3/4 MILE EAST OF KILAUEA
 TU1949'LANDING.  MARKED BY STAKE.
 TU1949
 TU1949                          STATION RECOVERY (1965)
 TU1949
 TU1949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1949'STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1552 ***********************************************************************
 TU1552  DESIGNATION -  LOLO
 TU1552  PID         -  TU1552
 TU1552  STATE/COUNTY-  HI/HONOLULU
 TU1552  USGS QUAD   -  KAENA (1983)
 TU1552
 TU1552                         *CURRENT SURVEY CONTROL
 TU1552  ___________________________________________________________________
 TU1552* NAD 83(1993)-  21 30 50.20697(N)    158 12 34.13981(W)     ADJUSTED  
 TU1552* LOCAL TIDAL -       648.     (meters)    2126.     (feet)  SCALED    
 TU1552  ___________________________________________________________________
 TU1552  EPOCH DATE  -        1993.62
 TU1552  LAPLACE CORR-           7.78  (seconds)                    DEFLEC99
 TU1552  GEOID HEIGHT-          15.24  (meters)                     GEOID03
 TU1552
 TU1552  HORZ ORDER  -  SECOND
 TU1552
 TU1552.The horizontal coordinates were established by classical geodetic methods
 TU1552.and adjusted by the National Geodetic Survey in December 1998..
 TU1552.The horizontal coordinates are valid at the epoch date displayed above.
 TU1552.The epoch date for horizontal control is a decimal equivalence
 TU1552.of Year/Month/Day.
 TU1552
 TU1552.The orthometric height was scaled from a topographic map.
 TU1552
 TU1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1552
 TU1552.The geoid height was determined by GEOID03.
 TU1552
 TU1552;                    North         East     Units Scale Factor Converg.
 TU1552;SPC HI 3     -    38,465.491   478,295.550   MT  0.99999582   -0 04 36.6
 TU1552;UTM  04      - 2,379,236.363   581,874.846   MT  0.99968283   +0 17 23.7
 TU1552
 TU1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1552!SPC HI 3     -   0.99989577  x   0.99999582  =   0.99989159
 TU1552!UTM  04      -   0.99989577  x   0.99968283  =   0.99957863
 TU1552
 TU1552|---------------------------------------------------------------------|
 TU1552| PID    Reference Object                     Distance      Geod. Az  |
 TU1552|                                                           dddmmss.s |
 TU1552| CJ8792 LOLO RM 1                            43.678 METERS 10029     |
 TU1552| CJ8793 LOLO RM 2                             1.134 METERS 17659     |
 TU1552| TU1718 KEAAU 2                             APPROX. 2.6 KM 1770129.9 |
 TU1552|---------------------------------------------------------------------|
 TU1552
 TU1552                          SUPERSEDED SURVEY CONTROL
 TU1552
 TU1552  NAD 83(1986)-  21 30 50.15571(N)    158 12 34.15079(W) AD(       ) 2
 TU1552  OLD HI      -  21 31 01.52400(N)    158 12 44.07200(W) AD(       ) 2
 TU1552
 TU1552.Superseded values are not recommended for survey control.
 TU1552.NGS no longer adjusts projects to the OLD HI datum.
 TU1552.See file dsdata.txt to determine how the superseded data were derived.
 TU1552
 TU1552_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8187579236(NAD 83)
 TU1552_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1552_SETTING: 66 = SET IN ROCK OUTCROP
 TU1552
 TU1552  HISTORY     - Date     Condition        Report By
 TU1552  HISTORY     - 1927     MONUMENTED       CGS
 TU1552  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1552
 TU1552                          STATION DESCRIPTION
 TU1552
 TU1552'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1552'IN WESTERN PART OF OAHU, ON A PROMINENT RISE OF FIRST RIDGE SOUTH
 TU1552'OF MAKUA RAILROAD STATION, THE SAME RIDGE ON WHICH IS SITUATED
 TU1552'STATION MAKUA 2 (SEE DESCRIPTION THEREOF), ABOUT 1-3/4 MILES
 TU1552'SOUTH AND EAST OF MAKUA RAILROAD STATION, AND 1-1/2 MILES BACK
 TU1552'FROM THE SHORE LINE.  MARKED ACCORDING TO NOTE 2, A STANDARD DISK
 TU1552'STATION MARK IN OUTCROPPING BEDROCK.  REFERENCE MARKS, NOTE 12A,
 TU1552'STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK, ARE AT THE
 TU1552'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1,
 TU1552'43.678 METERS (143.30 FEET), 280 DEG 29 MIN.  NO. 2, 1.134
 TU1552'METERS (3.72 FEET), 357 DEG 00 MIN.  RE-MARKED ACCORDING
 TU1552'TO NOTE 14X IN 1929.
 TU1552
 TU1552                          STATION RECOVERY (1964)
 TU1552
 TU1552'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1552'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1552'COMPLETE DESCRIPTION FOLLOWS--
 TU1552'
 TU1552'STATION IS LOCATED ABOUT 3 MILES NORTH OF MAKAHA VILLAGE AND
 TU1552'1-1/4 MILES EAST OF STATE HIGHWAY 90, ON A SMALL, SHARP, ROCKY POINT
 TU1552'AT ABOUT 2146 FEET ELEVATION ALONG THE PROMINENT RIDGE ON THE SOUTH
 TU1552'SIDE OF MAKUA VALLEY.
 TU1552'
 TU1552'TO REACH STATION FROM THE SHOPPING CENTER AT MAKAHA VILLAGE, GO
 TU1552'NORTH ON STATE HIGHWAY 90 FOR 5.4 MILES TO A TRACK CROSSROAD AT
 TU1552'SOUTH SIDE OF OLD CEMETERY, JUST AFTER CROSSING BRIDGE.  TURN RIGHT
 TU1552'AND FOLLOW MAIN TRACK ROAD SOUTHEAST ALONG BASE OF RIDGE FOR 0.9
 TU1552'MILE TO END OF TRUCK TRAVEL AT PARKING AREA ON RIGHT.  PACK
 TU1552'SOUTHERLY UP SIDE OF RIDGE TO STATION MAKUA 2, THEN GO EASTERLY
 TU1552'ON TRAIL ALONG CREST OF RIDGE FOR ABOUT 1 MILE TO
 TU1552'STATION.  (NOTE--STATION CAN ALSO BE REACHED FROM END OF
 TU1552'TRUCK TRAVEL BY BEARING SOUTHEAST TOWARDS THE DEEP SADDLE
 TU1552'ABOUT 1/4 MILE EAST OF MAKUA 2, WHERE THERE IS AN OLD TRAIL.  THE
 TU1552'TRAIL IS QUITE PLAIN PART WAY DOWN FROM THE SADDLE, BUT IS VERY
 TU1552'FAINT AS IT NEARS THE VALLEY FLOOR).
 TU1552'
 TU1552'STATION MARK IS A STANDARD DISK STAMPED LOLO 1927, CEMENTED IN
 TU1552'A DRILL HOLE IN BEDROCK.  THE POINT ON WHICH IT IS LOCATED IS
 TU1552'ABOUT 200 YARDS WEST FROM A HIGHER, GRASSY KNOLL THAT HAS 2
 TU1552'LARGE, QUITE PROMINENT BUSHES ON IT.  THE RIDGE-LINE MAKES A
 TU1552'DISTINCT CHANGE FROM WEST TO NORTHWEST AT THE STATION.
 TU1552'
 TU1552'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOLO NO 1
 TU1552'CEMENTED IN A DRILL HOLE IN A STEP IN A ROCK LEDGE AT BASE OF
 TU1552'STEEP SLOPE.  IT IS ABOUT 7 FEET HIGHER THAN STATION MARK.
 TU1552'
 TU1552'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOLO NO 2,
 TU1552'CEMENTED IN A DRILL HOLE IN THE SOUTH SIDE OF A BEDROCK LEDGE
 TU1552'THAT PROJECTS 3 FEET ABOVE GROUND ON THE SOUTH SIDE.  THE MARK
 TU1552'IS AT ABOUT THE SAME ELEVATION AS STATION MARK.
 TU1552'
 TU1552'NOTE--A 2-1/2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2011 ***********************************************************************
 TU2011  DESIGNATION -  LOLO
 TU2011  PID         -  TU2011
 TU2011  STATE/COUNTY-  HI/KAUAI
 TU2011  USGS QUAD   -  MAKAHA POINT (1983)
 TU2011
 TU2011                         *CURRENT SURVEY CONTROL
 TU2011  ___________________________________________________________________
 TU2011* NAD 83(1993)-  22 09 01.44974(N)    159 41 48.52205(W)     ADJUSTED  
 TU2011* LOCAL TIDAL -       681.     (meters)    2234.     (feet)  SCALED    
 TU2011  ___________________________________________________________________
 TU2011  EPOCH DATE  -        1993.62
 TU2011  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 TU2011  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2011
 TU2011  HORZ ORDER  -  THIRD
 TU2011
 TU2011.The horizontal coordinates were established by classical geodetic methods
 TU2011.and adjusted by the National Geodetic Survey in December 1998..
 TU2011.The horizontal coordinates are valid at the epoch date displayed above.
 TU2011.The epoch date for horizontal control is a decimal equivalence
 TU2011.of Year/Month/Day.
 TU2011
 TU2011.The orthometric height was scaled from a topographic map.
 TU2011
 TU2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2011
 TU2011.The geoid height was determined by GEOID03.
 TU2011
 TU2011;                    North         East     Units Scale Factor Converg.
 TU2011;SPC HI 4     -    35,121.940   479,698.477   MT  0.99999509   -0 04 27.1
 TU2011;UTM  04      - 2,449,639.320   428,149.324   MT  0.99966378   -0 15 45.9
 TU2011
 TU2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2011!SPC HI 4     -   0.99989045  x   0.99999509  =   0.99988554
 TU2011!UTM  04      -   0.99989045  x   0.99966378  =   0.99955426
 TU2011
 TU2011:                Primary Azimuth Mark                     Grid Az
 TU2011:SPC HI 4     -  MAKANA                                   058 03 25.8
 TU2011:UTM  04      -  MAKANA                                   058 14 44.6
 TU2011
 TU2011|---------------------------------------------------------------------|
 TU2011| PID    Reference Object                     Distance      Geod. Az  |
 TU2011|                                                           dddmmss.s |
 TU2011| TU1992 MAKANA                              APPROX.14.2 KM 0575858.7 |
 TU2011| CJ8791 LOLO RM 3                             9.174 METERS 09435     |
 TU2011| CJ8789 LOLO RM 1                            12.771 METERS 22656     |
 TU2011| CJ8790 LOLO RM 2                            28.072 METERS 29326     |
 TU2011|---------------------------------------------------------------------|
 TU2011
 TU2011                          SUPERSEDED SURVEY CONTROL
 TU2011
 TU2011  NAD 83(1986)-  22 09 01.41207(N)    159 41 48.54525(W) AD(       ) 3
 TU2011  OLD HI      -  22 09 12.71900(N)    159 41 58.61400(W) AD(       ) 3
 TU2011
 TU2011.Superseded values are not recommended for survey control.
 TU2011.NGS no longer adjusts projects to the OLD HI datum.
 TU2011.See file dsdata.txt to determine how the superseded data were derived.
 TU2011
 TU2011_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2814949639(NAD 83)
 TU2011
 TU2011  HISTORY     - Date     Condition        Report By
 TU2011  HISTORY     - 1910     MONUMENTED       CGS
 TU2011
 TU2011                          STATION DESCRIPTION
 TU2011
 TU2011'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBT)
 TU2011'NEAR NORTHWEST COAST OF KAUAI, WELL OUT ON THE RIDGE JUST WEST
 TU2011'OF THE NUALOLO CANYON.  STATION IS 5 MILES FROM THE PALI, AND
 TU2011'IS CLOSE TO (NOT IDENTICAL WITH) THE OLD STATION USED BY THE
 TU2011'UNITED STATES GEOLOGICAL SURVEY.  APPROACHED BY TRAIL LEADING
 TU2011'UP OVER THE KAUNAOHUA RIDGE FROM THE PADDOCK EAST OF HALEMANU,
 TU2011'AND THENCE DOWN THE CANYON AND OUT THE RIDGE.  MARKED BY A 3/4
 TU2011'BY 15 INCH IRON ROD DRIVEN IN FLUSH WITH GROUND.  THE GROUND IS
 TU2011'BARE AT THIS POINT AND BELOW.  REFERENCE MARKS ARE AS
 TU2011'FOLLOWS--NO.  1, CROSS CUT IN SOFT ROCK, 41.9 FEET FROM THE
 TU2011'STATION IN AZIMUTH 46 DEG 56 MIN.  NO. 2, CROSS CUT IN
 TU2011'ROCK ON SURFACE, 92.1 FEET 113 DEG 27 MIN.  NO. 3, CROSS CUT IN
 TU2011'ROCK ON SURFACE, 30.1 FEET, 274 DEG 35 MIN.  THE OLD
 TU2011'GEOLOGICAL SURVEY STATION, MARKED BY A SMALL STONE AT CENTER
 TU2011'OF AHU (CAIRN) IS 17.2 FEET FROM STATION IN AZIMUTH 282 DEG
 TU2011'24 MIN.  IN 1927, STATION WAS SEARCHED FOR AND NOT FOUND.
 TU2011'THE OLD REFERENCE MARKS, CROSSES CUT IN ROCKS, WERE
 TU2011'RECOVERED, BUT NO CENTER MARK.  A NEW STATION WAS ESTABLISHED
 TU2011'IN THIS LOCATION, MARKED BY A BOWLDER, AND CALLED LOLO 2 (SEE
 TU2011'DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2012 ***********************************************************************
 TU2012  DESIGNATION -  LOLO 2 RESET
 TU2012  PID         -  TU2012
 TU2012  STATE/COUNTY-  HI/KAUAI
 TU2012  USGS QUAD   -  MAKAHA POINT (1983)
 TU2012
 TU2012                         *CURRENT SURVEY CONTROL
 TU2012  ___________________________________________________________________
 TU2012* NAD 83(1993)-  22 09 01.43755(N)    159 41 48.52232(W)     ADJUSTED  
 TU2012* LOCAL TIDAL -       681.0    (meters)    2234.     (feet)  VERT ANG  
 TU2012  ___________________________________________________________________
 TU2012  EPOCH DATE  -        1993.62
 TU2012  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 TU2012  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2012
 TU2012  HORZ ORDER  -  THIRD
 TU2012
 TU2012.The horizontal coordinates were established by classical geodetic methods
 TU2012.and adjusted by the National Geodetic Survey in December 1998..
 TU2012.The horizontal coordinates are valid at the epoch date displayed above.
 TU2012.The epoch date for horizontal control is a decimal equivalence
 TU2012.of Year/Month/Day.
 TU2012
 TU2012.The orthometric height was determined by vertical angle observations.
 TU2012
 TU2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2012
 TU2012.The geoid height was determined by GEOID03.
 TU2012
 TU2012;                    North         East     Units Scale Factor Converg.
 TU2012;SPC HI 4     -    35,121.565   479,698.469   MT  0.99999509   -0 04 27.1
 TU2012;UTM  04      - 2,449,638.945   428,149.314   MT  0.99966378   -0 15 45.9
 TU2012
 TU2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2012!SPC HI 4     -   0.99989045  x   0.99999509  =   0.99988554
 TU2012!UTM  04      -   0.99989045  x   0.99966378  =   0.99955426
 TU2012
 TU2012|---------------------------------------------------------------------|
 TU2012| PID    Reference Object                     Distance      Geod. Az  |
 TU2012|                                                           dddmmss.s |
 TU2012| TU2011 LOLO                                  0.375 METERS 00111     |
 TU2012| CJ8796 LOLO 2 RM 3                           9.172 METERS 09222     |
 TU2012| CJ8797 LOLO 2 RM 4                           2.877 METERS 12120     |
 TU2012| CJ8799 LOLO 2 RM 6                          46.399 METERS 15501     |
 TU2012| CJ8794 LOLO 2 RM 1                          12.743 METERS 22954     |
 TU2012| CJ8795 LOLO 2 RM 2                          28.100 METERS 29407     |
 TU2012| CJ8798 LOLO 2 RM 5                          29.093 METERS 30118     |
 TU2012|---------------------------------------------------------------------|
 TU2012
 TU2012                          SUPERSEDED SURVEY CONTROL
 TU2012
 TU2012  NAD 83(1986)-  22 09 01.40028(N)    159 41 48.54876(W) AD(       ) 3
 TU2012  OLD HI      -  22 09 12.70800(N)    159 41 58.61500(W) AD(       ) 3
 TU2012
 TU2012.Superseded values are not recommended for survey control.
 TU2012.NGS no longer adjusts projects to the OLD HI datum.
 TU2012.See file dsdata.txt to determine how the superseded data were derived.
 TU2012
 TU2012_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2814949639(NAD 83)
 TU2012_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2012_SETTING: 80 = SET IN A BOULDER
 TU2012_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2012
 TU2012  HISTORY     - Date     Condition        Report By
 TU2012  HISTORY     - 1927     MONUMENTED       CGS
 TU2012  HISTORY     - 1962     SEE DESCRIPTION  USGS
 TU2012  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2012  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2012
 TU2012                          STATION DESCRIPTION
 TU2012
 TU2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2012'NEAR NORTHWESTERN COAST OF KAUAI, ON RIDGE JUST WEST OF THE
 TU2012'NUALOLO CANYON, 5 MILES FROM THE PALI, AND CLOSE TO BUT NOT
 TU2012'IDENTICAL WITH THE OLD STATION USED BY THE UNITED STATES
 TU2012'GEOLOGICAL SRUVEY.  STATION IS VERY CLOSE TO LOCATION OF OLD
 TU2012'STATION LOLO 1910, THE CENTER MARK OF WHICH HAD BEEN DESTROYED,
 TU2012'BUT THE REFERENCE MARKS RECOVERED, THOUGH THEY HAD APPARENTLY
 TU2012'SUFFERED SOME VERY SLIGHT DISPLACEMENT.  STATION IS IN SMALL
 TU2012'PLOT OF GRASS.  THE SURROUNDING GROUND HAS BEEN ERODED.
 TU2012'REACHED BY THE NUALOLO TRAIL OVER THE KAUNUOHUA RIDGE.  THIS
 TU2012'TRAIL IS MARKED AND KEPT UP BY THE FOREST RANGERS.  MARKED
 TU2012'ACCORDING TO NOTE 4, STANDARD DISK IN BOWLDER.  REFERENCE
 TU2012'ARKS ARE STANDARD REFERENCE DISKS ( NOTE 12C) SET IN THE
 TU2012'CROSS REFERENCE MARKS OF 1910.  THESE ARE AT THE FOLLOWING
 TU2012'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, IN SOFT
 TU2012'ROCK, 12.743 METERS (41.81 FEET), 49 DEG 54 MIN.  NO. 2, IN
 TU2012'SOFT ROCK, 28.100 METERS (92.19 FEET), 114 DEG 07 MIN.  NO. 3,
 TU2012'IN ROCK ON SURFACE, 9.172 METERS (30.09 FEET), 272 DEG 22 MIN.
 TU2012'THE OLD GEOLOGICAL SURVEY STATION, MARKED BY A SMALL STONE AT
 TU2012'CENTER OF AHU (CAIRN) IS 17.2 FEET FROM STATION IN AZIMUTH
 TU2012'282 DEG 24 MIN.
 TU2012
 TU2012                          STATION RECOVERY (1962)
 TU2012
 TU2012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 TU2012'STATION AND R.M. RECOVERED.  BOTH APPEAR TO BE IN PLACE BUT
 TU2012'EROSION IN AREA THREATENS THE STATION.
 TU2012'
 TU2012'LOCATED ON A FLAT-TOPPED AND FAIRLY BARE RIDGE IN NW PART OF
 TU2012'KAUAI ABOUT ONE MILE FROM THE COAST AND ON S SIDE OF NUALOLO
 TU2012'VALLEY AND ABOUT 3 MILES FROM THE KOKEE RANGER STATION.
 TU2012'
 TU2012'STATION MARK IS A USC AND GS TABLET STAMPED LOLO 1927 SET IN
 TU2012'CONCRETE AND ROCKS.  (NOTE--STATION MARK IS NOT STAMPED LOLO 2).
 TU2012'
 TU2012'R.M. IS A USC AND GS REFERENCE MARK DISK STAMPED LOLO 2 1927
 TU2012'CEMENTED IN ROCK 91.36 FEET FROM STATION IN AZIMUTH 114 DEG
 TU2012'05 MIN. 20 SEC.
 TU2012'
 TU2012'TO REACH FROM THE KOKEE RANGER STATION, TAKE THE NUALOLO TRAIL
 TU2012'FROM A POINT NEAR THE PARK SERVICE EQUIPMENT SHEDS UPHILL ALONG
 TU2012'OLD FENCE TO THE NW.  AT TOP OF HILL TAKE TRAIL FORK TO THE
 TU2012'RIGHT DOWNHILL FOLLOWING TRAIL IN AND NEAR THE DRAIN FOR ABOUT
 TU2012'ONE MILE TO A POINT WHERE TRAIL LEAVES DRAIN AND TURNS UPHILL TO
 TU2012'RIDGE N OF DRAIN.  FOLLOW TRAIL ALONG RIDGES TO TRAIL FORK NEAR
 TU2012'THE HEAD OF KAAHOLE VALLEY.  TAKE RIGHT FORK AROUND HEAD
 TU2012'OF VALLEY AND ONTO THE RIDGE WHICH DROPS OFF ABRUPTLY INTO
 TU2012'NUALOLO VALLEY ON THE N.  CONTINUE N.W. ALONG RIDGE ABOUT
 TU2012'0.50 MILE TO LARGE FLAT AREA AND STATION.  A 2-1/2 HOUR PACK
 TU2012'IF TRAIL IS OPEN.  LOCAL INQUIRY SHOULD BE MADE CONCERNING
 TU2012'TRAIL CONDITIONS.
 TU2012
 TU2012                          STATION RECOVERY (1966)
 TU2012
 TU2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2012'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN POOR
 TU2012'CONDITION.  REFERENCE MARKS NO. 1 AND 3 HAVE BEEN LOST DUE
 TU2012'TO EROSION.  THE STATION WAS RE-MARKED WITH A STANDARD DISK AND
 TU2012'TWO NEW REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 TU2012'DESCRIPTION FOLLOWS--
 TU2012'
 TU2012'STATION IS LOCATED IN NORTHWEST PART OF KAUAI, ABOUT 3 MILES
 TU2012'AIRLINE WEST-NORTHWEST OF KOKEE PARK HEADQUARTERS, AT ABOUT
 TU2012'2240 FEET ELEVATION, ON A PROMINENT, BARE, RED RIDGE ALONG THE
 TU2012'SOUTHWEST RIM OF NUALOLO CANYON, AND ABOUT 3/4-MILE SOUTH OF
 TU2012'THE MOUTH OF NUALOLO STREAM.
 TU2012'
 TU2012'TO REACH FROM THE KOKEE PARK HEADQUARTERS, GO SOUTH ON HIGHWAY FOR
 TU2012'0.1 MILE TO END OF TRUCK TRAVEL AT SIGN ON RIGHT NUALOLO TRAIL 5.2
 TU2012'MILES.  PACK WESTERLY ON GOOD TRAIL ABOUT 1-1/2 MILES TO FORK.
 TU2012'TAKE RIGHT FORK AND FOLLOW TRAIL ABOUT 1 MILE TO T-JUNCTION DOWN ON
 TU2012'STEEP HILLSIDE.  GO LEFT AND FOLLOW TRAIL ABOUT 1/2 MILE TO OPEN
 TU2012'MEADOW ALONG RIM OF NUALOLO CANYON.  FOLLOW DOWN ALMOST TO END
 TU2012'OF MEADOW, THEN PICK UP TRAIL ON LEFT AND FOLLOW AROUND
 TU2012'HEAD OF TIMBERED RAVINE AND THEN CUT TO THE OPEN RIDGE,
 TU2012'ABOUT 1/2 MILE, TO TRAIL JUNCTION ON RIDGE LINE.  GO RIGHT, DOWN
 TU2012'ALONG OPEN RIDGE LINE ABOUT 1/2 MILE TO STATION.
 TU2012'
 TU2012'STATION MARK IS A STANDARD DISK STAMPED LOLO 2 1927 1966, SECURED
 TU2012'TO THE TOP OF A 1-INCH IRON PIPE SET IN A MASS OF ROCK AND CEMENT,
 TU2012'FLUSH WITH GROUND.  IT IS ON SMALL BUMP ON BARE, ERODED RIDGE,
 TU2012'18 FEET SOUTHWEST OF EDGE OF RIDGE AND 125 FEET NORTH OF A
 TU2012'SLIGHTLY HIGHER POINT THAT IS COVERED WITH LOW, DENSE BRUSH.
 TU2012'
 TU2012'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED LOLO 2
 TU2012'1927 NO 4 1966, SECURED TO THE TOP OF A 1-INCH IRON PIPE THAT IS
 TU2012'SET IN A MASS OF ROCK AND CEMENT AT SOUTH END OF STATION BUMP.  IT
 TU2012'IS ABOUT 3 INCHES HIGHER THAN STATION MARK AND PROJECTS 2 INCHES
 TU2012'ABOVE GROUND.
 TU2012'
 TU2012'REFERENCE MARK NUMBER 5 IS A STANDARD DISK STAMPED LOLO 2 1927 5,
 TU2012'CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT PROJECTS 1
 TU2012'FOOT ABOVE GROUND.  IT SETS ALONG CREST OF RIDGE, 14 FEET LOWER
 TU2012'THAN STATION MARK.
 TU2012'
 TU2012'NOTE--PACKING TIME TO STATION IS ABOUT 2-1/2 HOURS.  END OF
 TU2012'TRUCK TRAVEL IS AT 3700 FEET ELEVATION SO RETURN TO TRUCK
 TU2012'REQUIRES MORE TIME SINCE STATION IS AT ABOUT 2240 FEET ELEVATION.
 TU2012
 TU2012                          STATION RECOVERY (1967)
 TU2012
 TU2012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2012'THE STATION MARK, REFERENCE MARK NO. 4, REFERENCE MARK NO. 5 AND
 TU2012'THE IRON PIN WERE RECOVERED AS DESCRIBED IN 1966 AND FOUND IN
 TU2012'GOOD CONDITION.  REFERENCE MARK NO. 6 WAS ESTABLISHED AT THIS
 TU2012'TIME.  THE HORIZONTAL DISTANCE AND DIRECTION TO THE ORIGINAL
 TU2012'REFERENCE MARKS WERE CHECKED AND VERIFIED.  THE 1966 TO REACH WAS
 TU2012'PRESUMED TO BE ADEQUATE AS THIS STATION WAS RECHED BY HELICOPTER
 TU2012'FROM PMR BARKING SANDS AT THIS OCCUPATION.
 TU2012'
 TU2012'THE STATION IS ON THE NORTHWEST PART OF KAUAI, ABOUT 3 MILES
 TU2012'WEST-NORTHWEST OF KOKEE PARK HEADQUARTERS, ON A BARE, RED RIDGE
 TU2012'ALONG THE SOUTHWEST RIM OF NUALOLO CANYON AND 3/4 MILE SOUTH OF
 TU2012'THE MOUTH OF NUALOLO STREAM.
 TU2012'
 TU2012'THE STATION MARK, A STANDARD DISK STAMPED LOLO 2 1927 1966, IS
 TU2012'SECURED TO THE TOP OF A 1-INCH IRON PIPE SET IN A MASS OF ROCK
 TU2012'AND CEMENT AND IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT
 TU2012'IS 18 FEET SOUTHWEST OF THE EDGE OF THE RIDGE AND 150 FEET NORTH
 TU2012'OF A SLIGHTLY HIGHER POINT THAT IS COVERED WITH LOW, DENSE BRUSH.
 TU2012'
 TU2012'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED LOLO 2 1927 NO 4
 TU2012'1966, IS SECURED TO THE TOP OF A 1-INCH IRON PIPE SET IN A MASS
 TU2012'OF ROCK AND CEMENT AND PROJECTS 2 INCHES ABOVE THE SURFACE OF
 TU2012'THE GROUND.
 TU2012'
 TU2012'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED LOLO 2 1927 5, IS
 TU2012'CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT PROJECTS 1 FOOT
 TU2012'ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 15 FEET LOWER IN
 TU2012'ELEVATION THAN THE STATION MARK.
 TU2012'
 TU2012'REFERENCE MARK NO. 6, A PLAIN BRONZE DISK STAMPED LOLO 2 1927 RM
 TU2012'6 1967, IS SET IN THE TOP OF A 6-INCH IRON PIPE WHICH PROJECTS 6
 TU2012'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 6 FEET HIGHER
 TU2012'IN ELEVATION THAN THE STATION MARK.
 TU2012'
 TU2012'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2012'
 TU2012'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2012'13 MILES NORTH OF KEKAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1901 ***********************************************************************
 TU1901  DESIGNATION -  LOM
 TU1901  PID         -  TU1901
 TU1901  STATE/COUNTY-  HI/KAUAI
 TU1901  USGS QUAD   -  ANAHOLA (1996)
 TU1901
 TU1901                         *CURRENT SURVEY CONTROL
 TU1901  ___________________________________________________________________
 TU1901* NAD 83(1993)-  22 11 56.54015(N)    159 19 59.20782(W)     ADJUSTED  
 TU1901* LOCAL TIDAL -                                                        
 TU1901  ___________________________________________________________________
 TU1901  EPOCH DATE  -        1993.62
 TU1901  LAPLACE CORR-         -11.55  (seconds)                    DEFLEC99
 TU1901  GEOID HEIGHT-          14.55  (meters)                     GEOID03
 TU1901
 TU1901  HORZ ORDER  -  THIRD
 TU1901
 TU1901.The horizontal coordinates were established by classical geodetic methods
 TU1901.and adjusted by the National Geodetic Survey in December 1998..
 TU1901.The horizontal coordinates are valid at the epoch date displayed above.
 TU1901.The epoch date for horizontal control is a decimal equivalence
 TU1901.of Year/Month/Day.
 TU1901
 TU1901
 TU1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1901
 TU1901.The geoid height was determined by GEOID03.
 TU1901
 TU1901;                    North         East     Units Scale Factor Converg.
 TU1901;SPC HI 4     -    40,503.826   517,208.775   MT  0.99999366   +0 03 47.0
 TU1901;UTM  04      - 2,454,895.757   465,663.815   MT  0.99961457   -0 07 33.1
 TU1901
 TU1901                          SUPERSEDED SURVEY CONTROL
 TU1901
 TU1901  NAD 83(1986)-  22 11 56.50155(N)    159 19 59.26689(W) AD(       ) 4
 TU1901  OLD HI      -  22 12 07.87000(N)    159 20 09.36000(W) AD(       ) 3
 TU1901
 TU1901.Superseded values are not recommended for survey control.
 TU1901.NGS no longer adjusts projects to the OLD HI datum.
 TU1901.See file dsdata.txt to determine how the superseded data were derived.
 TU1901
 TU1901_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6566454896(NAD 83)
 TU1901
 TU1901  HISTORY     - Date     Condition        Report By
 TU1901  HISTORY     - 1910     MONUMENTED       CGS
 TU1901
 TU1901                          STATION DESCRIPTION
 TU1901
 TU1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1901'ON NORTHEAST COAST OF KAUAI, ON POINT NORTHWEST OF MOLOAA BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1753 ***********************************************************************
 TU1753  DESIGNATION -  LONG GRAY SHED EAST GABLE
 TU1753  PID         -  TU1753
 TU1753  STATE/COUNTY-  HI/KAUAI
 TU1753  USGS QUAD   -  LIHUE (1996)
 TU1753
 TU1753                         *CURRENT SURVEY CONTROL
 TU1753  ___________________________________________________________________
 TU1753* NAD 83(1993)-  21 56 53.90343(N)    159 21 02.41816(W)     ADJUSTED  
 TU1753* LOCAL TIDAL -                                                        
 TU1753  ___________________________________________________________________
 TU1753  EPOCH DATE  -        1993.62
 TU1753  LAPLACE CORR-         -11.66  (seconds)                    DEFLEC99
 TU1753  GEOID HEIGHT-          15.04  (meters)                     GEOID03
 TU1753
 TU1753  HORZ ORDER  -  THIRD
 TU1753
 TU1753.The horizontal coordinates were established by classical geodetic methods
 TU1753.and adjusted by the National Geodetic Survey in December 1998..
 TU1753.The horizontal coordinates are valid at the epoch date displayed above.
 TU1753.The epoch date for horizontal control is a decimal equivalence
 TU1753.of Year/Month/Day.
 TU1753
 TU1753
 TU1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1753
 TU1753.The geoid height was determined by GEOID03.
 TU1753
 TU1753;                    North         East     Units Scale Factor Converg.
 TU1753;SPC HI 4     -    12,738.228   515,425.401   MT  0.99999294   +0 03 20.9
 TU1753;UTM  04      - 2,427,146.648   463,790.102   MT  0.99961620   -0 07 51.9
 TU1753
 TU1753                          SUPERSEDED SURVEY CONTROL
 TU1753
 TU1753  NAD 83(1986)-  21 56 53.88575(N)    159 21 02.46726(W) AD(       ) 4
 TU1753  OLD HI      -  21 57 05.20000(N)    159 21 12.52000(W) AD(       ) 3
 TU1753
 TU1753.Superseded values are not recommended for survey control.
 TU1753.NGS no longer adjusts projects to the OLD HI datum.
 TU1753.See file dsdata.txt to determine how the superseded data were derived.
 TU1753
 TU1753_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6379027147(NAD 83)
 TU1753
 TU1753  HISTORY     - Date     Condition        Report By
 TU1753  HISTORY     - UNK      MONUMENTED
 TU1753  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1753
 TU1753                          STATION DESCRIPTION
 TU1753
 TU1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1753'STATION IS DESTROYED.  THE BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1754 ***********************************************************************
 TU1754  DESIGNATION -  LONG GRAY SHED WEST GABLE
 TU1754  PID         -  TU1754
 TU1754  STATE/COUNTY-  HI/KAUAI
 TU1754  USGS QUAD   -  LIHUE (1996)
 TU1754
 TU1754                         *CURRENT SURVEY CONTROL
 TU1754  ___________________________________________________________________
 TU1754* NAD 83(1993)-  21 56 53.54988(N)    159 21 03.56187(W)     ADJUSTED  
 TU1754* LOCAL TIDAL -                                                        
 TU1754  ___________________________________________________________________
 TU1754  EPOCH DATE  -        1993.62
 TU1754  LAPLACE CORR-         -11.65  (seconds)                    DEFLEC99
 TU1754  GEOID HEIGHT-          15.04  (meters)                     GEOID03
 TU1754
 TU1754  HORZ ORDER  -  THIRD
 TU1754
 TU1754.The horizontal coordinates were established by classical geodetic methods
 TU1754.and adjusted by the National Geodetic Survey in December 1998..
 TU1754.The horizontal coordinates are valid at the epoch date displayed above.
 TU1754.The epoch date for horizontal control is a decimal equivalence
 TU1754.of Year/Month/Day.
 TU1754
 TU1754
 TU1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1754
 TU1754.The geoid height was determined by GEOID03.
 TU1754
 TU1754;                    North         East     Units Scale Factor Converg.
 TU1754;SPC HI 4     -    12,727.322   515,392.594   MT  0.99999293   +0 03 20.5
 TU1754;UTM  04      - 2,427,135.853   463,757.272   MT  0.99961623   -0 07 52.3
 TU1754
 TU1754                          SUPERSEDED SURVEY CONTROL
 TU1754
 TU1754  NAD 83(1986)-  21 56 53.53220(N)    159 21 03.61093(W) AD(       ) 4
 TU1754  OLD HI      -  21 57 04.84000(N)    159 21 13.66000(W) AD(       ) 3
 TU1754
 TU1754.Superseded values are not recommended for survey control.
 TU1754.NGS no longer adjusts projects to the OLD HI datum.
 TU1754.See file dsdata.txt to determine how the superseded data were derived.
 TU1754
 TU1754_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6375727136(NAD 83)
 TU1754
 TU1754  HISTORY     - Date     Condition        Report By
 TU1754  HISTORY     - 1927     MONUMENTED       CGS
 TU1754  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1754
 TU1754                          STATION DESCRIPTION
 TU1754
 TU1754'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1754'ON EASTERN COAST OF KAUAI.  THE WEST GABLE OF A LONG SHED
 TU1754'LOCATED IN OLD CONSTRUCTION CAMP NEAR OUTER BREAKWATER,
 TU1754'NAWILIWILI HARBOR.
 TU1754
 TU1754                          STATION RECOVERY (1965)
 TU1754
 TU1754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1754'STATION IS DESTROYED.  THE BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1611 ***********************************************************************
 TU1611  DESIGNATION -  LOOKOUT TOWER
 TU1611  PID         -  TU1611
 TU1611  STATE/COUNTY-  HI/HONOLULU
 TU1611  USGS QUAD   -  WAIPAHU (1983)
 TU1611
 TU1611                         *CURRENT SURVEY CONTROL
 TU1611  ___________________________________________________________________
 TU1611* NAD 83(1993)-  21 22 20.78788(N)    158 00 05.29103(W)     ADJUSTED  
 TU1611* LOCAL TIDAL -                                                        
 TU1611  ___________________________________________________________________
 TU1611  EPOCH DATE  -        1993.62
 TU1611  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 TU1611  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1611
 TU1611  HORZ ORDER  -  THIRD
 TU1611
 TU1611.The horizontal coordinates were established by classical geodetic methods
 TU1611.and adjusted by the National Geodetic Survey in December 1998..
 TU1611.The horizontal coordinates are valid at the epoch date displayed above.
 TU1611.The epoch date for horizontal control is a decimal equivalence
 TU1611.of Year/Month/Day.
 TU1611
 TU1611
 TU1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1611
 TU1611.The geoid height was determined by GEOID03.
 TU1611
 TU1611;                    North         East     Units Scale Factor Converg.
 TU1611;SPC HI 3     -    22,783.229   499,847.575   MT  0.99999000   -0 00 01.9
 TU1611;UTM  04      - 2,363,696.377   603,520.323   MT  0.99973242   +0 21 50.1
 TU1611
 TU1611                          SUPERSEDED SURVEY CONTROL
 TU1611
 TU1611  NAD 83(1986)-  21 22 20.73630(N)    158 00 05.30191(W) AD(       ) 4
 TU1611  OLD HI      -  21 22 32.10600(N)    158 00 15.18300(W) AD(       ) 3
 TU1611
 TU1611.Superseded values are not recommended for survey control.
 TU1611.NGS no longer adjusts projects to the OLD HI datum.
 TU1611.See file dsdata.txt to determine how the superseded data were derived.
 TU1611
 TU1611_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0352063696(NAD 83)
 TU1611
 TU1611  HISTORY     - Date     Condition        Report By
 TU1611  HISTORY     - UNK      MONUMENTED
 TU1611  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1611
 TU1611                          STATION DESCRIPTION
 TU1611
 TU1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1611'THE VICINITY OF THIS STATION IS NOW CANE FIELDS.  STATION IS
 TU1611'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3196 ***********************************************************************
 TU3196  DESIGNATION -  LOPA
 TU3196  PID         -  TU3196
 TU3196  STATE/COUNTY-  HI/MAUI
 TU3196  USGS QUAD   -  
 TU3196
 TU3196                         *CURRENT SURVEY CONTROL
 TU3196  ___________________________________________________________________
 TU3196* NAD 83(1993)-  20 48 46.89575(N)    156 48 34.20791(W)     ADJUSTED  
 TU3196* LOCAL TIDAL -        30.5    (meters)     100.     (feet)  VERT ANG  
 TU3196  ___________________________________________________________________
 TU3196  EPOCH DATE  -        1993.62
 TU3196  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 TU3196  GEOID HEIGHT-          16.20  (meters)                     GEOID03
 TU3196
 TU3196  HORZ ORDER  -  SECOND
 TU3196
 TU3196.The horizontal coordinates were established by classical geodetic methods
 TU3196.and adjusted by the National Geodetic Survey in December 1998..
 TU3196.The horizontal coordinates are valid at the epoch date displayed above.
 TU3196.The epoch date for horizontal control is a decimal equivalence
 TU3196.of Year/Month/Day.
 TU3196
 TU3196.The orthometric height was determined by vertical angle observations.
 TU3196
 TU3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3196
 TU3196.The geoid height was determined by GEOID03.
 TU3196
 TU3196;                    North         East     Units Scale Factor Converg.
 TU3196;SPC HI 2     -    53,112.391   485,131.401   MT  0.99996940   -0 03 02.7
 TU3196;UTM  04      - 2,303,004.012   727,979.939   MT  1.00024236   +0 46 43.2
 TU3196
 TU3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3196!SPC HI 2     -   0.99999266  x   0.99996940  =   0.99996206
 TU3196!UTM  04      -   0.99999266  x   1.00024236  =   1.00023502
 TU3196
 TU3196|---------------------------------------------------------------------|
 TU3196| PID    Reference Object                     Distance      Geod. Az  |
 TU3196|                                                           dddmmss.s |
 TU3196| CN5854 LOPA RM 2                             4.625 METERS 03752     |
 TU3196| CN5853 LOPA RM 1                             3.173 METERS 24902     |
 TU3196| TU3209 PUU NENE                            APPROX. 2.4 KM 2761309.9 |
 TU3196|---------------------------------------------------------------------|
 TU3196
 TU3196                          SUPERSEDED SURVEY CONTROL
 TU3196
 TU3196  NAD 83(1986)-  20 48 46.85189(N)    156 48 34.16853(W) AD(       ) 2
 TU3196  OLD HI      -  20 48 58.19300(N)    156 48 44.25500(W) AD(       ) 2
 TU3196
 TU3196.Superseded values are not recommended for survey control.
 TU3196.NGS no longer adjusts projects to the OLD HI datum.
 TU3196.See file dsdata.txt to determine how the superseded data were derived.
 TU3196
 TU3196_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2798003004(NAD 83)
 TU3196_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3196_SETTING: 80 = SET IN A BOULDER
 TU3196_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3196
 TU3196  HISTORY     - Date     Condition        Report By
 TU3196  HISTORY     - 1962     MONUMENTED       CGS
 TU3196
 TU3196                          STATION DESCRIPTION
 TU3196
 TU3196'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3196'STATION IS LOCATED ABOUT 7-1/4 MILES AIRLINE EAST OF LANAI CITY,
 TU3196'1/4 MILE WEST OF THE EASTERNMOST POINT OF THE ISLAND, AND 1/4
 TU3196'MILE NORTH OF LOPA GULCH.  ON A SMALL, KIAWE-COVERED HILL OF
 TU3196'ABOUT 100 FEET ELEVATION.
 TU3196'
 TU3196'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3196'NORTHERLY ON HIGHWAY 44 FOR 8.6 MILES TO END OF PAVED
 TU3196'ROAD.  CONTINUE ON DIRT ROAD, HIGHWAY 44, FOR 6.5 MILES TO OLD
 TU3196'KEOMUKU VILLAGE.  CONTINUE AHEAD FOR 1.0 MILE TO FORK.  TAKE LEFT
 TU3196'FORK AND FOLLOW ROAD ALONG SHORELINE FOR 1.1 MILES TO HOUSE IN
 TU3196'CLEARING ON RIGHT.  CONTINUE ON THE ROAD FOR 1.6 MILES TO A
 TU3196'WHITE SAND BANK ON LEFT, AND END OF TRUCK TRAVEL.  PACK
 TU3196'WESTERLY ACROSS TREE-COVERED, SLIGHTLY SLOPING FLAT LAND FOR
 TU3196'ABOUT 300 YARDS TO SMALL HILL AND STATION.
 TU3196'
 TU3196'STATION MARK IS A STANDARD DISK STAMPED LOPA 1962, CEMENTED IN A
 TU3196'DRILL HOLE IN BEDROCK.  IT IS ABOUT 8 FEET NORTH-NORTHEAST OF A
 TU3196'CAIRN.
 TU3196'
 TU3196'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOPA NO 1
 TU3196'1962, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS
 TU3196'ABOUT 8 INCHES ABOVE GROUND.  IT IS ABOUT 3 FEET HIGHER THAN
 TU3196'THE STATION.
 TU3196'
 TU3196'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOPA NO 2
 TU3196'1962, CEMENTED IN A DRILL HOLE IN A 3 X 5-FOOT BEDROCK OUTCROP
 TU3196'THAT PROJECTS ABOUT 6 INCHES ABOVE GROUND.  IT IS AT SAME ELEVATION
 TU3196'AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2764 ***********************************************************************
 TU2764  DESIGNATION -  LORAN A TOWER 1977
 TU2764  PID         -  TU2764
 TU2764  STATE/COUNTY-  HI/HAWAII
 TU2764  USGS QUAD   -  MAHUKONA (1995)
 TU2764
 TU2764                         *CURRENT SURVEY CONTROL
 TU2764  ___________________________________________________________________
 TU2764* NAD 83(1993)-  20 15 04.01948(N)    155 53 12.90682(W)     ADJUSTED  
 TU2764* LOCAL TIDAL -                                                        
 TU2764  ___________________________________________________________________
 TU2764  EPOCH DATE  -        1993.62
 TU2764  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 TU2764  GEOID HEIGHT-          17.54  (meters)                     GEOID03
 TU2764
 TU2764  HORZ ORDER  -  THIRD
 TU2764
 TU2764.The horizontal coordinates were established by classical geodetic methods
 TU2764.and adjusted by the National Geodetic Survey in December 1998..
 TU2764.The horizontal coordinates are valid at the epoch date displayed above.
 TU2764.The epoch date for horizontal control is a decimal equivalence
 TU2764.of Year/Month/Day.
 TU2764
 TU2764
 TU2764.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2764
 TU2764.The geoid height was determined by GEOID03.
 TU2764
 TU2764;                    North         East     Units Scale Factor Converg.
 TU2764;SPC HI 1     -   156,988.732   459,575.807   MT  0.99998686   -0 08 02.1
 TU2764;UTM  05      - 2,241,901.860   198,397.294   MT  1.00072442   -1 00 00.1
 TU2764
 TU2764                          SUPERSEDED SURVEY CONTROL
 TU2764
 TU2764  NAD 83(1986)-  20 15 03.98962(N)    155 53 12.90070(W) AD(       ) 4
 TU2764  OLD HI      -  20 15 15.05651(N)    155 53 22.95686(W) AD(       ) 3
 TU2764
 TU2764.Superseded values are not recommended for survey control.
 TU2764.NGS no longer adjusts projects to the OLD HI datum.
 TU2764.See file dsdata.txt to determine how the superseded data were derived.
 TU2764
 TU2764_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9839741902(NAD 83)
 TU2764
 TU2764  HISTORY     - Date     Condition        Report By
 TU2764  HISTORY     - 1977     MONUMENTED       NGS
 TU2764  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2764
 TU2764                          STATION DESCRIPTION
 TU2764
 TU2764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2764'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HAWI, ABOUT
 TU2764'1 MILE WEST OF UPOLU AIRPORT, AND NEAR UPOLU POINT.
 TU2764'
 TU2764'THE STATION IS THE TOP AND CENTER OF A MAST WHICH BELONGS TO
 TU2764'THE U.S. COAST GUARD.  THE MAST IS PAINTED RED AND WHITE AND
 TU2764'IS ABOUT 280 FEET HIGH.
 TU2764
 TU2764                          STATION RECOVERY (1978)
 TU2764
 TU2764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2764'RECOVERED.
 TU2764'
 TU2764'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF THE
 TU2764'TOWN OF HAWI, ON THE NORTHWEST SHORE OF THE ISLAND OF HAWAII
 TU2764'AND AT THE U.S. COAST GUARD LORAN STATION.
 TU2764'
 TU2764'THE STATION IS THE NORTH ONE OF TWO SKELETON STEEL TOWERS.
 TU2764'
 TU2764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 TU2764'WNW OF HAWI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2761 ***********************************************************************
 TU2761  DESIGNATION -  LORAN C TOWER
 TU2761  PID         -  TU2761
 TU2761  STATE/COUNTY-  HI/HAWAII
 TU2761  USGS QUAD   -  MAHUKONA (1995)
 TU2761
 TU2761                         *CURRENT SURVEY CONTROL
 TU2761  ___________________________________________________________________
 TU2761* NAD 83(1993)-  20 14 50.24225(N)    155 53 07.81395(W)     ADJUSTED  
 TU2761* LOCAL TIDAL -                                                        
 TU2761  ___________________________________________________________________
 TU2761  EPOCH DATE  -        1993.62
 TU2761  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 TU2761  GEOID HEIGHT-          17.60  (meters)                     GEOID03
 TU2761
 TU2761  HORZ ORDER  -  THIRD
 TU2761
 TU2761.The horizontal coordinates were established by classical geodetic methods
 TU2761.and adjusted by the National Geodetic Survey in December 1998..
 TU2761.The horizontal coordinates are valid at the epoch date displayed above.
 TU2761.The epoch date for horizontal control is a decimal equivalence
 TU2761.of Year/Month/Day.
 TU2761
 TU2761
 TU2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2761
 TU2761.The geoid height was determined by GEOID03.
 TU2761
 TU2761;                    North         East     Units Scale Factor Converg.
 TU2761;SPC HI 1     -   156,564.716   459,722.625   MT  0.99998671   -0 08 00.3
 TU2761;UTM  05      - 2,241,475.359   198,537.790   MT  1.00072337   -0 59 57.7
 TU2761
 TU2761                          SUPERSEDED SURVEY CONTROL
 TU2761
 TU2761  NAD 83(1986)-  20 14 50.21231(N)    155 53 07.80827(W) AD(       ) 4
 TU2761  OLD HI      -  20 15 01.27600(N)    155 53 17.85900(W) AD(       ) 3
 TU2761
 TU2761.Superseded values are not recommended for survey control.
 TU2761.NGS no longer adjusts projects to the OLD HI datum.
 TU2761.See file dsdata.txt to determine how the superseded data were derived.
 TU2761
 TU2761_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9853841475(NAD 83)
 TU2761
 TU2761  HISTORY     - Date     Condition        Report By
 TU2761  HISTORY     - UNK      MONUMENTED
 TU2761  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2761  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2761
 TU2761                          STATION DESCRIPTION
 TU2761
 TU2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2761'THE STATION WAS RECOVERED IN GOOD CONDTION.
 TU2761'
 TU2761'A NEW DESCRIPTION FOLLOWS--
 TU2761'
 TU2761'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF HAWI, ABOUT 1
 TU2761'MILE WEST OF UPOLU AIRPORT, AND NEAR UPOLU POINT.
 TU2761'
 TU2761'THE STATION IS THE TOP AND CENTER OF A MAST WHICH BELONGS TO
 TU2761'THE U.S. COAST GUARD.  THE MAST IS PAINTED RED AND WHITE AND IS
 TU2761'625 FEET HIGH.
 TU2761
 TU2761                          STATION RECOVERY (1978)
 TU2761
 TU2761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2761'RECOVERED.
 TU2761'
 TU2761'LOCATED ABOUT 4 MILES WEST-NORTHWEST OF THE TOWN OF HAWI, ON THE
 TU2761'NORTHWEST COAST OF THE ISLAND OF HAWAII AND AT THE U.S. COAST GUARD
 TU2761'LORAN STATION.
 TU2761'
 TU2761'THE STATION IS THE SOUTH ONE OF TWO SKELETON STEEL RADIO TOWERS.
 TU2761'
 TU2761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2761'4 MILES WNW OF HAWI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2763 ***********************************************************************
 TU2763  DESIGNATION -  LORAN TOWER
 TU2763  PID         -  TU2763
 TU2763  STATE/COUNTY-  HI/HAWAII
 TU2763  USGS QUAD   -  MAHUKONA (1995)
 TU2763
 TU2763                         *CURRENT SURVEY CONTROL
 TU2763  ___________________________________________________________________
 TU2763* NAD 83(1993)-  20 15 05.21416(N)    155 53 13.45159(W)     ADJUSTED  
 TU2763* LOCAL TIDAL -                                                        
 TU2763  ___________________________________________________________________
 TU2763  EPOCH DATE  -        1993.62
 TU2763  LAPLACE CORR-           6.44  (seconds)                    DEFLEC99
 TU2763  GEOID HEIGHT-          17.53  (meters)                     GEOID03
 TU2763
 TU2763  HORZ ORDER  -  THIRD
 TU2763
 TU2763.The horizontal coordinates were established by classical geodetic methods
 TU2763.and adjusted by the National Geodetic Survey in December 1998..
 TU2763.The horizontal coordinates are valid at the epoch date displayed above.
 TU2763.The epoch date for horizontal control is a decimal equivalence
 TU2763.of Year/Month/Day.
 TU2763
 TU2763
 TU2763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2763
 TU2763.The geoid height was determined by GEOID03.
 TU2763
 TU2763;                    North         East     Units Scale Factor Converg.
 TU2763;SPC HI 1     -   157,025.508   459,560.083   MT  0.99998687   -0 08 02.3
 TU2763;UTM  05      - 2,241,938.896   198,382.116   MT  1.00072453   -1 00 00.3
 TU2763
 TU2763                          SUPERSEDED SURVEY CONTROL
 TU2763
 TU2763  NAD 83(1986)-  20 15 05.18395(N)    155 53 13.44531(W) AD(       ) 4
 TU2763  OLD HI      -  20 15 16.25200(N)    155 53 23.49900(W) AD(       ) 3
 TU2763
 TU2763.Superseded values are not recommended for survey control.
 TU2763.NGS no longer adjusts projects to the OLD HI datum.
 TU2763.See file dsdata.txt to determine how the superseded data were derived.
 TU2763
 TU2763_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9838241939(NAD 83)
 TU2763
 TU2763  HISTORY     - Date     Condition        Report By
 TU2763  HISTORY     - 1948     MONUMENTED       CGS
 TU2763  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2763
 TU2763                          STATION DESCRIPTION
 TU2763
 TU2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2763'STATION IS THE LORAN TRANSMITTING ANTENNA OF THE U.S. COAST GUARD.
 TU2763
 TU2763                          STATION RECOVERY (1958)
 TU2763
 TU2763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2763'THE LORAN TRANSMITTING ANTENNA AS DESCRIBED IN 1948 HAS BEEN
 TU2763'DISMANTLED AND THE STATION DESTROYED.  HOWEVER, THE OLD CEMENT
 TU2763'BASE STILL CAN BE USED FOR PHOTOGRAMMETRY CONTROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3268 ***********************************************************************
 TU3268  DESIGNATION -  LOST 1927
 TU3268  PID         -  TU3268
 TU3268  STATE/COUNTY-  HI/MAUI
 TU3268  USGS QUAD   -  
 TU3268
 TU3268                         *CURRENT SURVEY CONTROL
 TU3268  ___________________________________________________________________
 TU3268* NAD 83(1993)-  20 50 50.08681(N)    157 00 23.39144(W)     ADJUSTED  
 TU3268* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU3268  ___________________________________________________________________
 TU3268  EPOCH DATE  -        1993.62
 TU3268  LAPLACE CORR-           8.55  (seconds)                    DEFLEC99
 TU3268  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU3268
 TU3268  HORZ ORDER  -  THIRD
 TU3268
 TU3268.The horizontal coordinates were established by classical geodetic methods
 TU3268.and adjusted by the National Geodetic Survey in December 1998..
 TU3268.The horizontal coordinates are valid at the epoch date displayed above.
 TU3268.The epoch date for horizontal control is a decimal equivalence
 TU3268.of Year/Month/Day.
 TU3268
 TU3268.The orthometric height was scaled from a topographic map.
 TU3268
 TU3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3268
 TU3268.The geoid height was determined by GEOID03.
 TU3268
 TU3268;                    North         East     Units Scale Factor Converg.
 TU3268;SPC HI 2     -    56,931.638   464,632.839   MT  0.99998212   -0 07 15.4
 TU3268;UTM  04      - 2,306,526.657   707,423.859   MT  1.00013173   +0 42 34.9
 TU3268
 TU3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3268!SPC HI 2     -   0.99999738  x   0.99998212  =   0.99997950
 TU3268!UTM  04      -   0.99999738  x   1.00013173  =   1.00012911
 TU3268
 TU3268                          SUPERSEDED SURVEY CONTROL
 TU3268
 TU3268  NAD 83(1986)-  20 50 50.04395(N)    157 00 23.35417(W) AD(       ) 3
 TU3268  OLD HI      -  20 51 01.47000(N)    157 00 33.42000(W) AD(       ) 3
 TU3268
 TU3268.Superseded values are not recommended for survey control.
 TU3268.NGS no longer adjusts projects to the OLD HI datum.
 TU3268.See file dsdata.txt to determine how the superseded data were derived.
 TU3268
 TU3268_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0742406527(NAD 83)
 TU3268_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3268_SETTING: 66 = SET IN ROCK OUTCROP
 TU3268_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU3268
 TU3268  HISTORY     - Date     Condition        Report By
 TU3268  HISTORY     - 1927     MONUMENTED       CGS
 TU3268  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3268  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3268  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3268
 TU3268                          STATION DESCRIPTION
 TU3268
 TU3268'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3268'ON HIGHEST PART OF PINNACLE ROCK, CONNECTED WITH SHORE AT LOW
 TU3268'WATER, LYING CLOSE TO POINT, ABOUT 2 MILES NORTH OF NEEDLE
 TU3268'PINNACLES IN HONOPU BAY, WEST COAST OF LANAI.  MARKED ACCORDING
 TU3268'TO NOTE 3, STANDARD DISK IN CONCRETE IN OUTCROPPING BEDROCK.  TWO
 TU3268'REFERENCE MARKS, NOTE 12B, STANDARD REFERENCE DISKS WERE SET IN
 TU3268'CONCRETE IN OUTCROPPING BEDROCK, BUT THEIR DISTANCES AND
 TU3268'AZIMUTHS FROM THE STATION ARE NOT KNOWN.  STATION AND REFERENCE
 TU3268'DISKS ARE STAMPED WITH YEAR AND NAME OF STATION.
 TU3268
 TU3268                          STATION RECOVERY (1931)
 TU3268
 TU3268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3268'STATION IS ON THE W COAST OF LANAI ISLAND.  IT WAS RECOVERED AS
 TU3268'DESCRIBED.  THE TRIPOD SIGNAL, OVER THE STATION, IS STILL STANDING
 TU3268'AND WAS WHITEWASHED.  THE REFERENCE MARKS WERE RECOVERED.  ONE
 TU3268'IS ABOUT 3 M. N AND ONE IS ABOUT THE SAME DISTANCE S OF THE
 TU3268'STATION.
 TU3268
 TU3268                          STATION RECOVERY (1962)
 TU3268
 TU3268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3268'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3268'COMPLETE DESCRIPTION FOLLOWS--
 TU3268'
 TU3268'STATION IS LOCATED ABOUT 4-1/4 MILES NORTH-NORTHWEST OF
 TU3268'KAUMALAPAU HARBOR ON A LONE ROCK PINNACLE THAT IS SET APART FROM
 TU3268'THE ISLAND AND IS CONNECTED TO IT BY A ROCK BRIDGE.
 TU3268'
 TU3268'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3268'NORTHWEST 0.05 MILE.  TURN LEFT FOR 0.15 MILE.  TURN RIGHT AND
 TU3268'GO 0.5 MILE TO END OF PAVED ROAD.  CONTINUE ON GRADED ROAD FOR
 TU3268'0.8 MILE TO CROSSROAD.  TURN RIGHT AND GO 3.1 MILE ON MAIN ROAD
 TU3268'THROUGH PINEAPPLE FIELDS TO END OF FIELDS.  CONTINUE ON DIRT
 TU3268'ROAD FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD
 TU3268'TREES FOR 0.7 MILES TO FORK.  TAKE DIM LEFT FORK FOR 0.15 MILE
 TU3268'TO FORK AFTER PASSING A RAIN-TRAP.  TAKE DIM RIGHT FORK ACROSS
 TU3268'BARE, ERODED AREA FOR 1.25 MILE TO STATION WIND 1927.
 TU3268'CONTINUE ON ROAD DOWNGRADE FOR 0.9 MILE TO END OF ROAD AT
 TU3268'RAINTRAP 3.  PACK SOUTHWEST DOWN RIDGE ABOUT 1-1/4 MILES TO
 TU3268'STATION ON PINNACLE.
 TU3268'
 TU3268'STATION MARK IS A STANDARD DISK STAMPED LOST 1927, CEMENTED
 TU3268'IN A DRILL HOLE IN BEDROCK ON TOP OF PINNACLE.
 TU3268'
 TU3268'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOST 1927,
 TU3268'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 50.56 METERS
 TU3268'NORTHWEST OF STATION.
 TU3268'
 TU3268'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOST 1927,
 TU3268'CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 4.660 METERS
 TU3268'SOUTH-SOUTHEAST OF STATION.
 TU3268
 TU3268                          STATION RECOVERY (1964)
 TU3268
 TU3268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HJS)
 TU3268'THIS MARK WAS RECOVERED AS DESCRIBED IN THE 1962 RECOVERY NOTE
 TU3268'EXCEPT AS NOTED.
 TU3268'
 TU3268'REFERENCE MARK NUMBER ONE IS 6.468 METERS NORTHWEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3145 ***********************************************************************
 TU3145  DESIGNATION -  LOW
 TU3145  PID         -  TU3145
 TU3145  STATE/COUNTY-  HI/MAUI
 TU3145  USGS QUAD   -  
 TU3145
 TU3145                         *CURRENT SURVEY CONTROL
 TU3145  ___________________________________________________________________
 TU3145* NAD 83(1993)-  20 35 32.45744(N)    156 34 15.33998(W)     ADJUSTED  
 TU3145* LOCAL TIDAL -                                                        
 TU3145  ___________________________________________________________________
 TU3145  EPOCH DATE  -        1993.62
 TU3145  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 TU3145  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU3145
 TU3145  HORZ ORDER  -  THIRD
 TU3145
 TU3145.The horizontal coordinates were established by classical geodetic methods
 TU3145.and adjusted by the National Geodetic Survey in December 1998..
 TU3145.The horizontal coordinates are valid at the epoch date displayed above.
 TU3145.The epoch date for horizontal control is a decimal equivalence
 TU3145.of Year/Month/Day.
 TU3145
 TU3145
 TU3145.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3145
 TU3145.The geoid height was determined by GEOID03.
 TU3145
 TU3145;                    North         East     Units Scale Factor Converg.
 TU3145;SPC HI 2     -    28,677.665   509,980.458   MT  0.99996790   +0 02 01.2
 TU3145;UTM  04      - 2,278,921.333   753,187.142   MT  1.00039231   +0 51 17.3
 TU3145
 TU3145                          SUPERSEDED SURVEY CONTROL
 TU3145
 TU3145  NAD 83(1986)-  20 35 32.43660(N)    156 34 15.31956(W) AD(       ) 4
 TU3145  OLD HI      -  20 35 43.82400(N)    156 34 25.46100(W) AD(       ) 3
 TU3145
 TU3145.Superseded values are not recommended for survey control.
 TU3145.NGS no longer adjusts projects to the OLD HI datum.
 TU3145.See file dsdata.txt to determine how the superseded data were derived.
 TU3145
 TU3145_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5318778921(NAD 83)
 TU3145
 TU3145  HISTORY     - Date     Condition        Report By
 TU3145  HISTORY     - 1904     MONUMENTED       CGS
 TU3145  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU3145
 TU3145                          STATION DESCRIPTION
 TU3145
 TU3145'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3145'IN THE NORTHERN PART OF KAHOOLAWE, ON THE NORTHERN PART OF THE
 TU3145'REMAINS OF AN OLD CRATER, AND ABOUT 120 METERS FROM AN OPENING
 TU3145'THROUGH THE RIM OF THE CRATER.  MARKED BY A FLAGPOLE DRIVEN IN
 TU3145'THE GROUND WITH SMALL STONES PLACED AROUND ITS BASE.
 TU3145
 TU3145                          STATION RECOVERY (1963)
 TU3145
 TU3145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3145'THE OLD STATION WAS SEARCHED FOR BUT NOT RECOVERED AND SHOULD BE
 TU3145'CONSIDERED LOST AND REMOVED FROM THE RECORDS.  A NEW STATION, LOW 2,
 TU3145'WAS ESTABLISHED.  SEE TRIANGULATION DESCRIPTION FOR SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3144 ***********************************************************************
 TU3144  DESIGNATION -  LOW 2
 TU3144  PID         -  TU3144
 TU3144  STATE/COUNTY-  HI/MAUI
 TU3144  USGS QUAD   -  
 TU3144
 TU3144                         *CURRENT SURVEY CONTROL
 TU3144  ___________________________________________________________________
 TU3144* NAD 83(1993)-  20 35 31.56657(N)    156 34 13.44908(W)     ADJUSTED  
 TU3144* LOCAL TIDAL -       235.0    (meters)     771.     (feet)  VERT ANG  
 TU3144  ___________________________________________________________________
 TU3144  EPOCH DATE  -        1993.62
 TU3144  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 TU3144  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU3144
 TU3144  HORZ ORDER  -  SECOND
 TU3144
 TU3144.The horizontal coordinates were established by classical geodetic methods
 TU3144.and adjusted by the National Geodetic Survey in December 1998..
 TU3144.The horizontal coordinates are valid at the epoch date displayed above.
 TU3144.The epoch date for horizontal control is a decimal equivalence
 TU3144.of Year/Month/Day.
 TU3144
 TU3144.The orthometric height was determined by vertical angle observations.
 TU3144
 TU3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3144
 TU3144.The geoid height was determined by GEOID03.
 TU3144
 TU3144;                    North         East     Units Scale Factor Converg.
 TU3144;SPC HI 2     -    28,650.301   510,035.230   MT  0.99996791   +0 02 01.9
 TU3144;UTM  04      - 2,278,894.746   753,242.324   MT  1.00039265   +0 51 17.9
 TU3144
 TU3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3144!SPC HI 2     -   0.99996053  x   0.99996791  =   0.99992844
 TU3144!UTM  04      -   0.99996053  x   1.00039265  =   1.00035317
 TU3144
 TU3144|---------------------------------------------------------------------|
 TU3144| PID    Reference Object                     Distance      Geod. Az  |
 TU3144|                                                           dddmmss.s |
 TU3144| CN5855 LOW 2 RM 1                            5.715 METERS 15952     |
 TU3144| TU3159 KAHOOLAWE 2                         APPROX. 3.5 KM 2094352.2 |
 TU3144| CN5856 LOW 2 RM 2                           26.221 METERS 26134     |
 TU3144|---------------------------------------------------------------------|
 TU3144
 TU3144                          SUPERSEDED SURVEY CONTROL
 TU3144
 TU3144  NAD 83(1986)-  20 35 31.54482(N)    156 34 13.43607(W) AD(       ) 2
 TU3144  OLD HI      -  20 35 43.00600(N)    156 34 23.59830(W) AD(       ) 2
 TU3144
 TU3144.Superseded values are not recommended for survey control.
 TU3144.NGS no longer adjusts projects to the OLD HI datum.
 TU3144.See file dsdata.txt to determine how the superseded data were derived.
 TU3144
 TU3144_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5324278895(NAD 83)
 TU3144_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3144_SETTING: 66 = SET IN ROCK OUTCROP
 TU3144
 TU3144  HISTORY     - Date     Condition        Report By
 TU3144  HISTORY     - 1963     MONUMENTED       CGS
 TU3144
 TU3144                          STATION DESCRIPTION
 TU3144
 TU3144'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3144'STATION IS LOCATED ON THE NORTHEAST SIDE OF KAHOOLAWE ISLAND ON
 TU3144'THE CREST OF THE NORTH RIM OF KEALIALUNA CRATER AT ABOUT 800 FEET
 TU3144'ELEVATION.  IT IS ABOUT 0.8 MILE SOUTH OF THE NORTH TIP OF THE
 TU3144'ISLAND AND ABOUT 1.1 MILES WEST OF HAKIOAWA POINT.  LOOKING WEST
 TU3144'FROM HAKIOAWA POINT THE STATION IS LOCATED ON THE NORTHERN MOST
 TU3144'AND LOWEST OF TWO DISTINCT PEAKS.
 TU3144'
 TU3144'STATION IS BEST REACHED BY MAKING SKIFF LANDING ON THE LARGE
 TU3144'SANDY BEACH ABOUT 0.9 MILE NORTH OF HAKIOAWA POINT, THEN PACKING
 TU3144'SOUTHWESTERLY FOR ABOUT 0.7 MILE TO THE STATION ON THE NEAREST
 TU3144'PEAK.
 TU3144'
 TU3144'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED LOW 2 1963,
 TU3144'CEMENTED IN A DRILL HOLE IN A 3 X 3-FOOT OUTCROP OF BEDROCK THAT
 TU3144'PROJECTS ABOUT 6 INCHES.  IT IS ON THE HIGHEST POINT OF AN AREA
 TU3144'THAT IS CLEAR OF KEAWE BRUSH YET COVERED WITH SMALL ROCKS.
 TU3144'
 TU3144'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOW 2 NO 1
 TU3144'1963, SET IN A DRILL HOLE IN A 2 X 2-FOOT SECTION OF EXPOSED
 TU3144'BEDROCK FLUSH WITH THE GROUND AND IS ABOUT 3 FEET BELOW THE
 TU3144'ELEVATION OF THE STATION MARK.
 TU3144'
 TU3144'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOW 2 NO 2
 TU3144'1963, SET FLUSH IN A DRILL HOLE IN THE TOP OF A 5-FOOT-DIAMETER
 TU3144'BOULDER THAT PROJECTS ABOUT 1 FOOT AND IS ABOUT 6 FEET BELOW THE
 TU3144'ELEVATION OF THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1446 ***********************************************************************
 TU1446  DESIGNATION -  LUA
 TU1446  PID         -  TU1446
 TU1446  STATE/COUNTY-  HI/HONOLULU
 TU1446  USGS QUAD   -  HONOLULU (1983)
 TU1446
 TU1446                         *CURRENT SURVEY CONTROL
 TU1446  ___________________________________________________________________
 TU1446* NAD 83(1993)-  21 20 52.57888(N)    157 53 36.10617(W)     ADJUSTED  
 TU1446* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1446  ___________________________________________________________________
 TU1446  EPOCH DATE  -        1993.62
 TU1446  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 TU1446  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1446
 TU1446  HORZ ORDER  -  THIRD
 TU1446
 TU1446.The horizontal coordinates were established by classical geodetic methods
 TU1446.and adjusted by the National Geodetic Survey in December 1998..
 TU1446.The horizontal coordinates are valid at the epoch date displayed above.
 TU1446.The epoch date for horizontal control is a decimal equivalence
 TU1446.of Year/Month/Day.
 TU1446
 TU1446.The orthometric height was scaled from a topographic map.
 TU1446
 TU1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1446
 TU1446.The geoid height was determined by GEOID03.
 TU1446
 TU1446;                    North         East     Units Scale Factor Converg.
 TU1446;SPC HI 3     -    20,074.043   511,061.106   MT  0.99999151   +0 02 19.7
 TU1446;UTM  04      - 2,361,059.179   614,748.120   MT  0.99976271   +0 24 10.4
 TU1446
 TU1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1446!SPC HI 3     -   0.99999705  x   0.99999151  =   0.99998856
 TU1446!UTM  04      -   0.99999705  x   0.99976271  =   0.99975976
 TU1446
 TU1446|---------------------------------------------------------------------|
 TU1446| PID    Reference Object                     Distance      Geod. Az  |
 TU1446|                                                           dddmmss.s |
 TU1446| TU1447 OFFSET MONUMENT 3                   199.896 METERS 19200     |
 TU1446| TU1448 HENRY                               APPROX. 0.8 KM 3305458.1 |
 TU1446|---------------------------------------------------------------------|
 TU1446
 TU1446                          SUPERSEDED SURVEY CONTROL
 TU1446
 TU1446  NAD 83(1986)-  21 20 52.52837(N)    157 53 36.11569(W) AD(       ) 3
 TU1446  OLD HI      -  21 21 03.92469(N)    157 53 45.99557(W) AD(       ) 3
 TU1446
 TU1446.Superseded values are not recommended for survey control.
 TU1446.NGS no longer adjusts projects to the OLD HI datum.
 TU1446.See file dsdata.txt to determine how the superseded data were derived.
 TU1446
 TU1446_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1474861059(NAD 83)
 TU1446
 TU1446  HISTORY     - Date     Condition        Report By
 TU1446  HISTORY     - 1971     MONUMENTED       HIDT
 TU1446
 TU1446                          STATION DESCRIPTION
 TU1446
 TU1446'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971
 TU1446'STATION IS LOCATED ON THE NORTHWESTERLY SIDE OF MOANALUA PARK
 TU1446'ON THE NORTHEASTERLY SIDE OF PARKING AREA IN MOANALUA PARK.
 TU1446'
 TU1446'TO REACH STATION FROM THE U.S. ARMY, FORT SHAFTER SIMON BOLIVAR
 TU1446'BUCKNER GATE, HEAD 0.35 MILE NORTHWEST ALONG KAUA STREET TO THE
 TU1446'INTERSECTION AT MOANALUA ROAD, CONTINUE 0.2 MILE NORTHWESTERLY
 TU1446'ALONG MOANALUA ROAD TO THE MOANALUA PARK ENTRANCE, TURN RIGHT
 TU1446'AND PROCEED 0.05 MILE NORTHEASTERLY TO THE END OF MOANALUA PARK
 TU1446'PARKING AREA TO STATION.
 TU1446'
 TU1446'STATION MARK IS A + CUT ABOUT 0.2 FT. FROM THE EDGE OF A CONCRETE
 TU1446'WALKWAY LEADING INTO PARK.
 TU1446'
 TU1446'TIES TO STATION ARE--WSW 32.7 FT. FROM THE WESTERLY CORNER OF
 TU1446'HOUSE 2850A, NW 12.1 FT. FROM THE NW CORNER OF THE EASTERLY
 TU1446'STONE HEADWALL, NE 8.6 FT. FROM THE ANGLE POINT OF A CHAINLINK
 TU1446'FENCE, E 11.8 FT. FROM THE ANGLE POINT OF A CONCRETE CURB AND
 TU1446'WESTERLY 2.7 FT. FROM THE CORNER OF THE CONCRETE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1995 ***********************************************************************
 TU1995  DESIGNATION -  LUA RESET
 TU1995  PID         -  TU1995
 TU1995  STATE/COUNTY-  HI/KAUAI
 TU1995  USGS QUAD   -  MAKAHA POINT (1983)
 TU1995
 TU1995                         *CURRENT SURVEY CONTROL
 TU1995  ___________________________________________________________________
 TU1995* NAD 83(1993)-  22 05 24.64510(N)    159 40 45.10621(W)     ADJUSTED  
 TU1995* LOCAL TIDAL -      1059.0    (meters)    3474.     (feet)  VERT ANG  
 TU1995  ___________________________________________________________________
 TU1995  EPOCH DATE  -        1993.62
 TU1995  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 TU1995  GEOID HEIGHT-          16.86  (meters)                     GEOID03
 TU1995
 TU1995  HORZ ORDER  -  SECOND
 TU1995
 TU1995.The horizontal coordinates were established by classical geodetic methods
 TU1995.and adjusted by the National Geodetic Survey in December 1998..
 TU1995.The horizontal coordinates are valid at the epoch date displayed above.
 TU1995.The epoch date for horizontal control is a decimal equivalence
 TU1995.of Year/Month/Day.
 TU1995
 TU1995.The orthometric height was determined by vertical angle observations.
 TU1995
 TU1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1995
 TU1995.The geoid height was determined by GEOID03.
 TU1995
 TU1995;                    North         East     Units Scale Factor Converg.
 TU1995;SPC HI 4     -    28,451.071   481,507.704   MT  0.99999422   -0 04 02.6
 TU1995;UTM  04      - 2,442,964.761   429,936.024   MT  0.99966065   -0 15 19.6
 TU1995
 TU1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1995!SPC HI 4     -   0.99983094  x   0.99999422  =   0.99982516
 TU1995!UTM  04      -   0.99983094  x   0.99966065  =   0.99949165
 TU1995
 TU1995|---------------------------------------------------------------------|
 TU1995| PID    Reference Object                     Distance      Geod. Az  |
 TU1995|                                                           dddmmss.s |
 TU1995| CJ8801 LUA RM 2                              3.048 METERS 00750     |
 TU1995| CJ8802 LUA RM 3                             19.043 METERS 09649     |
 TU1995| CJ8804 LUA RM 5                             19.040 METERS 09652     |
 TU1995| CJ8803 LUA RM 4                              6.397 METERS 20931     |
 TU1995| CJ8800 LUA RM 1                              9.022 METERS 29058     |
 TU1995|---------------------------------------------------------------------|
 TU1995
 TU1995                          SUPERSEDED SURVEY CONTROL
 TU1995
 TU1995  NAD 83(1986)-  22 05 24.61109(N)    159 40 45.12901(W) AD(       ) 2
 TU1995  OLD HI      -  22 05 35.90900(N)    159 40 55.18900(W) AD(       ) 2
 TU1995
 TU1995.Superseded values are not recommended for survey control.
 TU1995.NGS no longer adjusts projects to the OLD HI datum.
 TU1995.See file dsdata.txt to determine how the superseded data were derived.
 TU1995
 TU1995_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2993642965(NAD 83)
 TU1995
 TU1995  HISTORY     - Date     Condition        Report By
 TU1995  HISTORY     - 1910     MONUMENTED       CGS
 TU1995  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1995  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1995  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1995
 TU1995                          STATION DESCRIPTION
 TU1995
 TU1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1995'IN WESTERN PART OF KAUAI, ON A WOODED HILL OF THE SAME NAME, ON
 TU1995'THE HIGHEST PART AND NEAR THE MIDDLE OF ITS SLIGHTLY ROUNDING
 TU1995'SUMMIT.  MOST OF THE TREES (KOA) HAVE BEEN CLEARED FROM THE
 TU1995'TOP, BUT THOSE ON THE SIDES GIVE THE HILL THE APPEARANCE OF BEING
 TU1995'UNCLEARED.  APPROACHED BY COW PATH LEADING FROM THE ROAD TO
 TU1995'HALEMANU.  MARKED BY A 3/4 BY 15 INCH IRON ROD DRIVEN FLUSH WITH
 TU1995'THE GROUND.  REFERENCE MARKS WERE SET AS FOLLOWS--NO. 1, FIVE
 TU1995'NAILS (FOUR IN SQUARE WITH ONE AT CENTER) DRIVEN INTO TOP OF A
 TU1995'1-INCH KOA STUMP WHICH WAS PREVIOUSLY FLATTENED OFF, 29.6
 TU1995'FEET FROM STATION IN AZIMUTH 110 DEG 58 MIN.  NO. 2, FIVE
 TU1995'NAILS (SAME AS NO. 1) DRIVEN INTO TOP OF KOA STUMP, 10.0
 TU1995'FEET, 187 DEG 50 MIN.  NO. 3, CROSS CUT IN ROCK ON SURFACE,
 TU1995'62.4 FEET, 276 DEG 47 MIN.
 TU1995
 TU1995                          STATION RECOVERY (1961)
 TU1995
 TU1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU1995'THE STATION AND REFERENCE MARK 3 WERE RECOVERED AND FOUND TO BE
 TU1995'IN GOOD CONDITION.  THE STATION MARK (AN IRON ROD) WAS REPLACED
 TU1995'WITH A STANDARD DISK SECURED TO A PIPE AT THIS TIME.  REFERENCE
 TU1995'MARK 4 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 TU1995'
 TU1995'THE STATION IS LOCATED 9 MILES, AIR LINE, NORTH-NORTHEAST OF
 TU1995'KEKAHA, 4 MILES, AIR LINE, EAST OF THE WEST COAST OF KAUAI
 TU1995'ISLAND, AND 0.2 MILE WEST OF STATE HIGHWAY 55.  IT IS ON PUU LUA
 TU1995'MOUNTAIN.
 TU1995'
 TU1995'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS, GO SOUTH
 TU1995'ON STATE HIGHWAY 55 FOR 3.75 MILES TO A DIRT ROAD RIGHT AND SIGN
 TU1995'PUU LUA RESERVIOR.  TURN RIGHT AND FOLLOW THE DIRT ROAD WEST FOR
 TU1995'0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 100 YARDS TO THE
 TU1995'END OF TRUCK TRAVEL.  PACK WEST AND SOUTH UP THE NORTH SIDE OF
 TU1995'THE MOUNTAIN TO THE HIGHEST POINT AND THE STATION.  A 15-MINUTE
 TU1995'PACK.
 TU1995'
 TU1995'THE STATION MARK, A STANDARD DISK SECURED TO THE TOP OF A 2-INCH
 TU1995'SOIL PIPE, IS STAMPED LUA 1910 1961.  THE PIPE PROJECTS 6 INCHES
 TU1995'ABOVE THE GROUND.
 TU1995'
 TU1995'REFERENCE MARK 3 IS A CHISLED CROSS IN AN 8 X 10-INCH BOULDER
 TU1995'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 TU1995'
 TU1995'REFERENCE MARK 4, A STANDARD DISK STAMPED LUA HO 4 1910 1961,
 TU1995'IS SECURED TO THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 8
 TU1995'INCHES ABOVE THE GROUND.
 TU1995
 TU1995                          STATION RECOVERY (1964)
 TU1995
 TU1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU1995'THE STATION MARK, REFERENCE MARK NUMBER 3 AND REFERENCE MARK
 TU1995'NUMBER 4 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 TU1995'NEW DESCRIPTION FOLLOWS.
 TU1995'
 TU1995'THE STATION IS LOCATED 9.0 MILES NORTH-NORTHEAST OF KEKAHA, 4.0
 TU1995'MILES EAST OF THE WEST COAST OF KAUAI ISLAND AND 0.2 MILE WEST OF
 TU1995'STATE HIGHWAY 55.  IT IS ON PUU LUA MOUNTAIN.
 TU1995'
 TU1995'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS, GO
 TU1995'SOUTHERLY ON STATE HIGHWAY 55 FOR 3.6 MILES TO A SIDE ROAD RIGHT
 TU1995'AND SIGN PUU LUA RESERVIOR.  TURN RIGHT AND FOLLOW THE DIRT ROAD
 TU1995'WEST FOR 0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO WESTERLY
 TU1995'FOR 0.1 MILE TO A ROAD LEADING TO THE RESERVIOR, CONTINUE
 TU1995'WESTERLY FOR 0.02 MILE TO END OF TRUCK TRAVEL.  PACK WEST AND
 TU1995'SOUTH UP THE NORTH SIDE OF THE MOUNTAIN TO THE HIGHEST POINT
 TU1995'AND THE STATION.  A 20-MINUTE PACK.
 TU1995'
 TU1995'THE STATION MARK, A STANDARD DISK SECURED TO THE TOP OF A 2-INCH
 TU1995'SOIL PIPE, IS STAMPED LUA 1910 1961.  THE MARK PROJECTS 6 INCHES
 TU1995'ABOVE THE GROUND.
 TU1995'
 TU1995'REFERENCE MARK NUMBER 3, IS A CHISLED CROSS IN AN 8X10-INCH
 TU1995'BOULDER PROJECTING 2 INCHES ABOVE THE GROUND.
 TU1995'
 TU1995'REFERENCE MARK NUMBER 4, A STANDARD DISK SECURED TO THE TOP OF A
 TU1995'2-INCH SOIL PIPE, IS STAMPED LUA NO 4 1910 1961.  THE MARK
 TU1995'PROJECTS 8 INCHES ABOVE THE GROUND.
 TU1995'
 TU1995'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 TU1995
 TU1995                          STATION RECOVERY (1966)
 TU1995
 TU1995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1995'STATION MARK AND REFERENCE MARK NUMBER 4 WERE RECOVERED IN GOOD
 TU1995'CONDITION.  REFERENCE CROSS 3 WAS ALSO RECOVERED.  A NEW
 TU1995'REFERENCE MARK, NUMBER 5, WAS ESTABLISHED AT THE POINT OCCUPIED
 TU1995'BY REFERENCE CROSS 3.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1995'
 TU1995'STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF KEKAHA AND
 TU1995'7-1/2 MILES NORTHEAST OF BONHAM AIRBASE, ON THE SUMMIT OF PUU
 TU1995'LUA, A TREE COVERED HILL OF ABOUT 3476 FEET ELEVATION THAT SETS
 TU1995'AT THE NORTHWEST SIDE OF A RESERVOIR AND ABOUT 2000 FEET WEST OF
 TU1995'STATE HIGHWAY 55.
 TU1995'
 TU1995'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO SOUTHERLY ON
 TU1995'STATE HIGHWAY 55 FOR 3.6 MILES TO A SIDE ROAD RIGHT AND A GREEN
 TU1995'SIGN PUU LUA RESERVOIR.  TURN SHARP RIGHT AND GO 0.1 MILE TO
 TU1995'FORK.  TAKE RIGHT FORK AND GO 0.2 MILE TO DIM CROSSROAD.  CONTINUE
 TU1995'AHEAD FOR 0.1 MILE TO BASE OF HILL ON RIGHT.  FROM HERE PACK
 TU1995'WESTERLY UP STEEP HILLSIDE TO TOP AND STATION.  A 20-MINUTE
 TU1995'PACK.
 TU1995'
 TU1995'STATION MARK IS A STANDARD DISK STAMPED LUA 1910 1961, BRAZED TO
 TU1995'THE TOP OF A 2-1/2-INCH, IRON PIPE PROJECTING 8 INCHES FROM THE
 TU1995'GROUND, NEAR WEST END OF HILLTOP.
 TU1995'
 TU1995'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED LUA 1910 NO
 TU1995'4 1961, BRAZED TO THE TOP OF A 2-1/2-INCH, IRON PIPE PROJECTING
 TU1995'1 FOOT ABOVE GROUND.  IT IS AT THE SOUTHWEST EDGE OF HILLTOP.
 TU1995'
 TU1995'REFERENCE MARK NUMBER NUMBER 5 IS A STANDARD DISK STAMPED LUA
 TU1995'1910 NO 5 1966, CEMENTED IN A DRILL HOLE AT THE CENTER OF OLD
 TU1995'REFERENCE CROSS 3 IN THE TOP OF A FLAT ROCK PROJECTING 2 INCHES
 TU1995'ABOVE GROUND.  IT IS 3 FEET LOWER THAN STATION MARK AND 40 FEET
 TU1995'SOUTH OF TRAIL TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2951 ***********************************************************************
 TU2951  DESIGNATION -  LUAHINE KAUHIKOA 1912
 TU2951  PID         -  TU2951
 TU2951  STATE/COUNTY-  HI/MAUI
 TU2951  USGS QUAD   -  HAIKU (1992)
 TU2951
 TU2951                         *CURRENT SURVEY CONTROL
 TU2951  ___________________________________________________________________
 TU2951* NAD 83(1993)-  20 53 34.00837(N)    156 19 03.59719(W)     ADJUSTED  
 TU2951* LOCAL TIDAL -       374.     (meters)    1227.     (feet)  SCALED    
 TU2951  ___________________________________________________________________
 TU2951  EPOCH DATE  -        1993.62
 TU2951  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 TU2951  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU2951
 TU2951  HORZ ORDER  -  THIRD
 TU2951
 TU2951.The horizontal coordinates were established by classical geodetic methods
 TU2951.and adjusted by the National Geodetic Survey in December 1998..
 TU2951.The horizontal coordinates are valid at the epoch date displayed above.
 TU2951.The epoch date for horizontal control is a decimal equivalence
 TU2951.of Year/Month/Day.
 TU2951
 TU2951.The orthometric height was scaled from a topographic map.
 TU2951
 TU2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2951
 TU2951.The geoid height was determined by GEOID03.
 TU2951
 TU2951;                    North         East     Units Scale Factor Converg.
 TU2951;SPC HI 2     -    61,974.869   536,310.559   MT  0.99998295   +0 07 28.1
 TU2951;UTM  04      - 2,312,611.974   779,046.925   MT  1.00056240   +0 57 25.9
 TU2951
 TU2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2951!SPC HI 2     -   0.99993878  x   0.99998295  =   0.99992173
 TU2951!UTM  04      -   0.99993878  x   1.00056240  =   1.00050114
 TU2951
 TU2951:                Primary Azimuth Mark                     Grid Az
 TU2951:SPC HI 2     -  PIIHOLO RESET                            150 53 14.4
 TU2951:UTM  04      -  PIIHOLO RESET                            150 03 16.6
 TU2951
 TU2951|---------------------------------------------------------------------|
 TU2951| PID    Reference Object                     Distance      Geod. Az  |
 TU2951|                                                           dddmmss.s |
 TU2951| TU2963 PIIHOLO RESET                       APPROX. 5.1 KM 1510042.5 |
 TU2951|---------------------------------------------------------------------|
 TU2951
 TU2951                          SUPERSEDED SURVEY CONTROL
 TU2951
 TU2951  NAD 83(1986)-  20 53 33.96522(N)    156 19 03.59379(W) AD(       ) 3
 TU2951  OLD HI      -  20 53 45.50100(N)    156 19 13.75600(W) AD(       ) 3
 TU2951
 TU2951.Superseded values are not recommended for survey control.
 TU2951.NGS no longer adjusts projects to the OLD HI datum.
 TU2951.See file dsdata.txt to determine how the superseded data were derived.
 TU2951
 TU2951_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7904712612(NAD 83)
 TU2951
 TU2951  HISTORY     - Date     Condition        Report By
 TU2951  HISTORY     - 1912     MONUMENTED       HIGS
 TU2951
 TU2951                          STATION DESCRIPTION
 TU2951
 TU2951'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU2951'IN NORTHERN MAUI, ON SUMMIT OF HILL OF SAME NAME.  MARKED BY
 TU2951'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2887 ***********************************************************************
 TU2887  DESIGNATION -  LUALAILUA RESET
 TU2887  PID         -  TU2887
 TU2887  STATE/COUNTY-  HI/MAUI
 TU2887  USGS QUAD   -  LUALAILUA HILLS (1983)
 TU2887
 TU2887                         *CURRENT SURVEY CONTROL
 TU2887  ___________________________________________________________________
 TU2887* NAD 83(1993)-  20 36 47.28365(N)    156 18 27.36384(W)     ADJUSTED  
 TU2887* LOCAL TIDAL -       597.8    (meters)    1961.     (feet)  VERT ANG  
 TU2887  ___________________________________________________________________
 TU2887  EPOCH DATE  -        1993.62
 TU2887  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 TU2887  GEOID HEIGHT-          16.78  (meters)                     GEOID03
 TU2887
 TU2887  HORZ ORDER  -  FIRST
 TU2887
 TU2887.The horizontal coordinates were established by classical geodetic methods
 TU2887.and adjusted by the National Geodetic Survey in December 1998..
 TU2887.The horizontal coordinates are valid at the epoch date displayed above.
 TU2887.The epoch date for horizontal control is a decimal equivalence
 TU2887.of Year/Month/Day.
 TU2887
 TU2887.The orthometric height was determined by vertical angle observations.
 TU2887
 TU2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2887
 TU2887.The geoid height was determined by GEOID03.
 TU2887
 TU2887;                    North         East     Units Scale Factor Converg.
 TU2887;SPC HI 2     -    31,017.096   537,426.479   MT  0.99998397   +0 07 35.1
 TU2887;UTM  04      - 2,281,655.464   780,610.689   MT  1.00057327   +0 56 54.6
 TU2887
 TU2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2887!SPC HI 2     -   0.99990341  x   0.99998397  =   0.99988738
 TU2887!UTM  04      -   0.99990341  x   1.00057327  =   1.00047662
 TU2887
 TU2887|---------------------------------------------------------------------|
 TU2887| PID    Reference Object                     Distance      Geod. Az  |
 TU2887|                                                           dddmmss.s |
 TU2887| CN5858 LUALAILUA RM 2                        6.085 METERS 10515     |
 TU2887| CN5857 LUALAILUA RM 1                        7.639 METERS 19958     |
 TU2887| CN5101 1534 60 M                                          2752943.1 |
 TU2887|---------------------------------------------------------------------|
 TU2887
 TU2887                          SUPERSEDED SURVEY CONTROL
 TU2887
 TU2887  NAD 83(1986)-  20 36 47.25590(N)    156 18 27.36318(W) AD(       ) 1
 TU2887  OLD HI      -  20 36 58.72400(N)    156 18 37.49000(W) AD(       ) 1
 TU2887
 TU2887.Superseded values are not recommended for survey control.
 TU2887.NGS no longer adjusts projects to the OLD HI datum.
 TU2887.See file dsdata.txt to determine how the superseded data were derived.
 TU2887
 TU2887_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8061181655(NAD 83)
 TU2887
 TU2887  HISTORY     - Date     Condition        Report By
 TU2887  HISTORY     - 1879     MONUMENTED       HIGS
 TU2887  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2887  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2887
 TU2887                          STATION DESCRIPTION
 TU2887
 TU2887'DESCRIBED BY HAWAII GEODETIC SURVEY 1879
 TU2887'NEAR THE SOUTHERN COAST OF EAST MAUI, ON SOUTHWESTERN SUMMIT OF
 TU2887'A HILL OF SAME NAME, IN KAHIKINUI DISTRICT, 2-1/4 MILES FROM THE
 TU2887'SEA.  MARKED BY COPPER TRIANGLE BURIED WITH REDWOOD POST AND
 TU2887'CAIRN OVER IT.  FOUR REFERENCE STONES WERE PLACED AROUND IT, EACH
 TU2887'5 FEET DISTANT.
 TU2887
 TU2887                          STATION RECOVERY (1950)
 TU2887
 TU2887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2887'STATION WAS RECOVERED AS DESCRIBED AND REMARKED WITH A STANDARD DISK
 TU2887'WELDED TO A TWO INCH IRON PIPE SET IN CONCRETE, PROJECTING TEN
 TU2887'INCHES, STAMPED LUALAILUA 1950.
 TU2887'
 TU2887'THE UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE 36 INCHES
 TU2887'BELOW THE SURFACE, STAMPED LUALAILUA 1950.
 TU2887'
 TU2887'REFERENCE MARK NO.1 IS SOUTH OF THE STATION.  A STANDARD DISK
 TU2887'CEMENTED IN A TERRA COTTA PIPE SET IN CONCRETE AND PROJECTING
 TU2887'ONE FOOT.  STAMPED LUALAILUA NO 1 1950.
 TU2887'
 TU2887'REFERENCE MARK NO.2 IS EAST SOUTHEAST OF THE STATION.  A STANDARD
 TU2887'DISK WELDED TO A TWO INCH IRON PIPE SET IN CONCRETE AND PROJECTING
 TU2887'ONE FOOT.  STAMPED LUALAILUA NO 2 1950.
 TU2887'
 TU2887'TO REACH FROM THE POST OFFICE AT MAKENA--GO EASTERLY ON MAIN
 TU2887'ROAD FOR 4.0 MILES TO JUNCTION ABOVE PRISON CAMP.  CONTINUE
 TU2887'AHEAD FOR 3.6 MILES, TURN LEFT ON TRACK ROAD AND GO NORTH FOR
 TU2887'0.1 MILES, THEN RIGHT AND GO EAST FOR 0.15 MILES TO A DRY WASH
 TU2887'AND AZIMUTH MARK ON LEFT IN ROCK OUTCROP ON WEST BANK OF
 TU2887'WASH.  CONTINUE EAST TO SADDLE BETWEEN HILLS THEN RIGHT UP STEEP
 TU2887'SLOPE TO SUMMIT AND STATION AT HIGHEST POINT.
 TU2887'
 TU2887'AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED 1534
 TU2887'M 60 1933.
 TU2887
 TU2887                          STATION RECOVERY (1968)
 TU2887
 TU2887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2887'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2887'TRACK ROAD IS NOW BLOCKED AT THE AZIMUTH MARK AND STATION MUST BE
 TU2887'REACHED FROM EAST SIDE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2887'
 TU2887'STATION IS LOCATED ABOUT 6-1/2 MILES EAST-SOUTHEAST OF ULUPALAKUA,
 TU2887'ON THE SOUTH END OF THE WEST RIM OF OLD CRATER, AT ABOUT 1961 FEET
 TU2887'ELEVATION, AND 1/4-MILE NORTH OF HIGHWAY 31.
 TU2887'
 TU2887'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO SOUTHEAST
 TU2887'ON STATE HIGHWAY 37 FOR 0.85 MILE.  TAKE RIGHT FORK AND FOLLOW
 TU2887'HIGHWAY 31 FOR 6.3 MILES TO DIM CROSSROAD, AT WEST SIDE OF STATION
 TU2887'HILL.  CONTINUE ON THE HIGHWAY FOR 1.8 MILES TO A DIM TRACK ROAD
 TU2887'LEFT, BY A SMALL LAVA RIDGE.  FOLLOW THIS ROUGH, OVERGROWN, JEEP
 TU2887'ROAD NORTHWEST FOR 1.2 MILES TO SADDLE BETWEEN THE HILLS.  GO
 TU2887'LEFT, UP ONTO HILL AND ALONG CREST FOR 0.25 MILE TO STATION.
 TU2887'
 TU2887'STATION MARK IS A STANDARD DISK STAMPED LUALAILUA 1949, BRAZED ONTO
 TU2887'THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 10 INCHES FROM GROUND.
 TU2887'
 TU2887'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LUALAILUA
 TU2887'NO 1 1950, BRAZED ONTO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 TU2887'15 INCHES FROM GROUND AND IS 2.5 FEET LOWER THAN STATION MARK.
 TU2887'
 TU2887'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LUALAILUA
 TU2887'NO 2 1950, BRAZED ONTO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 TU2887'12 INCHES FROM GROUND AND IS 3.6 FEET LOWER THAN STATION MARK.
 TU2887'
 TU2887'BM 1534 USGS (AZIMUTH MARK), IS A USGS BENCH MARK DISK STAMPED
 TU2887'1534 60M 1928, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE, 10
 TU2887'FEET NORTH OF CENTER LINE OF OLD JEEP ROAD, 6.6 FEET EAST OF A
 TU2887'FENCE, 15.8 FEET NORTH OF THE END METAL POST OF FENCE LINE, 23.7
 TU2887'FEET NORTHEAST OF A FENCE CORNER 96 FEET SOUTH OF END OF LANE, 4
 TU2887'FEET HIGHER THAN THE JEEP ROAD, AND ON WEST EDGE OF DRY WASH.
 TU2887'TO REACH FROM THE DIM CROSS-ROAD, GO NORTH FOR 0.1 MILE TO OLD
 TU2887'HOUSE.  GO RIGHT, DOWN BRUSHY LANE, FOR 100 YARDS TO ITS END
 TU2887'AT DRY WASH.  WALK RIGHT, ALONG FENCE, FOR 96 FEET TO THE
 TU2887'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1037 ***********************************************************************
 TU1037  DESIGNATION -  LUCAS 1925
 TU1037  PID         -  TU1037
 TU1037  STATE/COUNTY-  HI/HONOLULU
 TU1037  USGS QUAD   -  KOKO HEAD (1983)
 TU1037
 TU1037                         *CURRENT SURVEY CONTROL
 TU1037  ___________________________________________________________________
 TU1037* NAD 83(1993)-  21 16 59.24741(N)    157 43 52.13945(W)     ADJUSTED  
 TU1037* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1037  ___________________________________________________________________
 TU1037  EPOCH DATE  -        1993.62
 TU1037  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 TU1037  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1037
 TU1037  HORZ ORDER  -  THIRD
 TU1037
 TU1037.The horizontal coordinates were established by classical geodetic methods
 TU1037.and adjusted by the National Geodetic Survey in December 1998..
 TU1037.The horizontal coordinates are valid at the epoch date displayed above.
 TU1037.The epoch date for horizontal control is a decimal equivalence
 TU1037.of Year/Month/Day.
 TU1037
 TU1037.The orthometric height was scaled from a topographic map.
 TU1037
 TU1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1037
 TU1037.The geoid height was determined by GEOID03.
 TU1037
 TU1037;                    North         East     Units Scale Factor Converg.
 TU1037;SPC HI 3     -    12,917.813   527,899.203   MT  0.99999961   +0 05 51.3
 TU1037;UTM  04      - 2,354,011.396   631,627.789   MT  0.99981410   +0 27 38.3
 TU1037
 TU1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1037!SPC HI 3     -   0.99999661  x   0.99999961  =   0.99999622
 TU1037!UTM  04      -   0.99999661  x   0.99981410  =   0.99981071
 TU1037
 TU1037                          SUPERSEDED SURVEY CONTROL
 TU1037
 TU1037  NAD 83(1986)-  21 16 59.19665(N)    157 43 52.14755(W) AD(       ) 3
 TU1037  OLD HI      -  21 17 10.60200(N)    157 44 02.02200(W) AD(       ) 3
 TU1037
 TU1037.Superseded values are not recommended for survey control.
 TU1037.NGS no longer adjusts projects to the OLD HI datum.
 TU1037.See file dsdata.txt to determine how the superseded data were derived.
 TU1037
 TU1037_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3162854011(NAD 83)
 TU1037
 TU1037  HISTORY     - Date     Condition        Report By
 TU1037  HISTORY     - 1925     MONUMENTED       CGS
 TU1037  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1037  HISTORY     - 1943     SEE DESCRIPTION  CGS
 TU1037  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1037  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1037
 TU1037                          STATION DESCRIPTION
 TU1037
 TU1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1037'IN SOUTHEAST OAHU, ABOUT 2 MILES WEST OF WAILUPE NAVAL RADIO
 TU1037'STATION, ON EDGE OF RIDGE BETWEEN KULIOUOU AND NIU VALLEYS, WHERE
 TU1037'ABRUPT CLIFF MEETS THE SEAWARD SLOPE.  MARKED BY STANDARD BRASS
 TU1037'DISK.
 TU1037
 TU1037                          STATION RECOVERY (1931)
 TU1037
 TU1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1037'RECOVERED IN GOOD CONDITION AS DESCRIBED.  STATION KULIOUOU IS
 TU1037'40 METERS NNW.  THE S END OF THE ROCK WALL MARKING THE E BOUNDARY
 TU1037'OF THE LUCAS PROPERTY IS ABOUT 10 METERS N OF THE STATION.  A
 TU1037'FAIR TRAIL LEADS UP THE W SIDE OF THE RIDGE FROM NIU LONGITUDE
 TU1037'STATION, FOLLOWING A 2-1/2 INCH WATER PIPE.
 TU1037
 TU1037                          STATION RECOVERY (1943)
 TU1037
 TU1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RDH)
 TU1037'STATION WAS DESCRIBED IN PUBLICATION 156 AS BEING 2 MILES W OF
 TU1037'WAILUPE NAVAL RADIO STATION.  THIS SHOULD BE CORRECTED TO READ
 TU1037'2 MILES E OF WAILUPE NAVAL RADIO STATION (AT PRESENT OCCUPIED BY
 TU1037'THE COAST GUARD).
 TU1037
 TU1037                          STATION RECOVERY (1962)
 TU1037
 TU1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU1037'STATION WAS RECOVERED.
 TU1037'
 TU1037'IT LIES NORTH OF THE VILLAGE OF KULIOUOU, ON THE EDGE OF THE
 TU1037'CLIFF, ABOUT 80 METERS SOUTH OF THE BUREAU OF WATER SUPPLY
 TU1037'RESERVOUR AT NIU ESTATES.
 TU1037'
 TU1037'IT IS MARKED BY A STANDARD TRIANGULATION DISK, NOT STAMPED, SET
 TU1037'IN CONCRETE IN BEDROCK.
 TU1037'
 TU1037'TO REACH FROM HONOLULU POST OFFICE, GO EAST ALONG KALANIANAOLE
 TU1037'HIGHWAY 8.6 MILES TO THE ENTRANCE TO NIU ESTATES.  TURN LEFT,
 TU1037'(NORTH) ALONG HALEMAUMAU AVE. FOR ONE BLOCK.  TURN RIGHT ON
 TU1037'MAHIMAHI STREET TO BUREAU OF WATER SUPPLY GATE (KEY MAY BE
 TU1037'SECURED AT BERETANIA STREET PUMPING STATION).  PASS THRU GATE UP
 TU1037'STEEP HILL TO RESERVOIR, THEN PACK SOUTH ABOUT 80 METERS TO EDGE
 TU1037'OF CLIFF AND STATION.
 TU1037
 TU1037                          STATION RECOVERY (1963)
 TU1037
 TU1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1037'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 TU1037'COMPLETE DESCRIPTION FOLLOWS--
 TU1037'
 TU1037'STATION IS LOCATED ABOUT 1-1/2 MILES AIRLINE EAST OF AINA HAINA
 TU1037'AND 90 YARDS NORTH OF KALANIANAOLE HIGHWAY ON BRUSHY HILL JUST
 TU1037'ABOVE CLIFF.
 TU1037'
 TU1037'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TU1037'WEST HIND DRIVE AND KALANIANAOLE HIGHWAY AT THE SOUTH END OF AINA
 TU1037'HAINA, GO EASTERLY ON KALANIANAOLE HIGHWAY FOR 1.4 MILES.  TURN
 TU1037'LEFT AND GO 0.05 MILE ON HALEMAUMAU STREET.  TURN RIGHT AND GO
 TU1037'0.15 MILE ON MAHIMAHI STREET TO LOCKED GATE ON STEEP, CONCRETE
 TU1037'DRIVEWAY JUST ABOVE HOUSE AT 5863 MAHIMAHI STREET.  CONTINUE UP
 TU1037'STEEP DRIVEWAY FOR ABOUT 100 YARDS TO END OF ROAD AT WATER
 TU1037'TANK.  PACK SOUTHEASTERLY ABOUT 20 YARDS UP ONTO BRUSHY HILL
 TU1037'AND STATION KULIOUOU 1928, THEN CONTINUE SOUTHEASTERLY DOWN
 TU1037'SLOPE ABOUT 45 YARDS TO STATION.
 TU1037'
 TU1037'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU1037'HOLE IN A BEDROCK LEDGE 20 FEET NORTHWEST OF CLIFF EDGE AND 10
 TU1037'FEET ABOVE IT, 40 FEET NORTHWEST OF A PROMINENT, ROCKY POINT THAT
 TU1037'EXTENDS OUT FROM THE CLIFF-LINE, DIRECTLY ACROSS KALANIANAOLE
 TU1037'HIGHWAY FROM THE GARAGE AT 5857 ADDRESS, 42.848 METERS
 TU1037'(HORIZONTAL DISTANCE) SOUTH-SOUTHEAST OF STATION KULIOUOU 1928,
 TU1037'AND 36 FEET LOWER THAN KULIOUOU 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0559 ***********************************************************************
 TU0559  DESIGNATION -  LUCK
 TU0559  PID         -  TU0559
 TU0559  STATE/COUNTY-  HI/HONOLULU
 TU0559  USGS QUAD   -  KAENA (1983)
 TU0559
 TU0559                         *CURRENT SURVEY CONTROL
 TU0559  ___________________________________________________________________
 TU0559* NAD 83(1993)-  21 34 46.99936(N)    158 14 32.09709(W)     ADJUSTED  
 TU0559* LOCAL TIDAL -         2.891  (meters)       9.48   (feet)  ADJ UNCH  
 TU0559  ___________________________________________________________________
 TU0559  EPOCH DATE  -        1993.62
 TU0559  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 TU0559  GEOID HEIGHT-          14.60  (meters)                     GEOID03
 TU0559
 TU0559  HORZ ORDER  -  SECOND
 TU0559  VERT ORDER  -  FIRST     CLASS II
 TU0559
 TU0559.The horizontal coordinates were established by classical geodetic methods
 TU0559.and adjusted by the National Geodetic Survey in December 1998..
 TU0559.The horizontal coordinates are valid at the epoch date displayed above.
 TU0559.The epoch date for horizontal control is a decimal equivalence
 TU0559.of Year/Month/Day.
 TU0559
 TU0559.The orthometric height was key entered from printed documents
 TU0559.and not key verified.
 TU0559
 TU0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0559
 TU0559.The geoid height was determined by GEOID03.
 TU0559
 TU0559;                    North         East     Units Scale Factor Converg.
 TU0559;SPC HI 3     -    45,753.332   474,911.987   MT  0.99999777   -0 05 20.8
 TU0559;UTM  04      - 2,386,500.060   578,445.725   MT  0.99967604   +0 16 43.4
 TU0559
 TU0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0559!SPC HI 3     -   0.99999725  x   0.99999777  =   0.99999502
 TU0559!UTM  04      -   0.99999725  x   0.99967604  =   0.99967329
 TU0559
 TU0559|---------------------------------------------------------------------|
 TU0559| PID    Reference Object                     Distance      Geod. Az  |
 TU0559|                                                           dddmmss.s |
 TU0559| CJ8805 LUCK RM 1                             9.379 METERS 05531     |
 TU0559| TU1566 HIKE                                APPROX. 0.7 KM 0903506.9 |
 TU0559| TU1568 WART                                APPROX. 0.6 KM 1420821.4 |
 TU0559| CJ8806 LUCK RM 2                            17.281 METERS 24528     |
 TU0559|---------------------------------------------------------------------|
 TU0559
 TU0559                          SUPERSEDED SURVEY CONTROL
 TU0559
 TU0559  NAD 83(1986)-  21 34 46.94924(N)    158 14 32.10968(W) AD(       ) 2
 TU0559  OLD HI      -  21 34 58.36276(N)    158 14 42.01651(W) AD(       ) 2
 TU0559
 TU0559.Superseded values are not recommended for survey control.
 TU0559.NGS no longer adjusts projects to the OLD HI datum.
 TU0559.See file dsdata.txt to determine how the superseded data were derived.
 TU0559
 TU0559_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7844686500(NAD 83)
 TU0559_MARKER: DS = TRIANGULATION STATION DISK
 TU0559_SETTING: 66 = SET IN ROCK OUTCROP
 TU0559_SP_SET: ROCK OUTCROP
 TU0559_STAMPING: LUCK 1932
 TU0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0559+STABILITY: POSITION/ELEVATION WELL
 TU0559
 TU0559  HISTORY     - Date     Condition        Report By
 TU0559  HISTORY     - 1932     MONUMENTED       CGS
 TU0559  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU0559  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0559  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0559  HISTORY     - 1969     GOOD             NGS
 TU0559
 TU0559                          STATION DESCRIPTION
 TU0559
 TU0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU0559'STATION IS 2.5 MILES E OF KAENA POINT, ON THE ROUGH CORAL ROCK
 TU0559'ALONG SHORE, E OF A SMALL DRAW WITH A DEPOSIT OF SAND NEAR ITS
 TU0559'MOUTH.
 TU0559'
 TU0559'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE IN
 TU0559'DEPRESSIONS IN OUTCROPPING BEDROCK.
 TU0559'
 TU0559'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU0559
 TU0559                          STATION RECOVERY (1945)
 TU0559
 TU0559'RECOVERY NOTE BY US ARMY 1945
 TU0559'STATION IS 2.5 MILES E OF KAENA POINT, ON THE ROUGH CORAL ROCK
 TU0559'ALONG SHORE AND E OF A SMALL DRAW, ABOUT 3500 YARDS W OF THE W
 TU0559'END OF AIR STRIP, AND 100 YARDS N OF HIGHWAY 11.  MARKS ARE IN
 TU0559'GOOD CONDITION.
 TU0559
 TU0559                          STATION RECOVERY (1963)
 TU0559
 TU0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0559'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0559'COMPLETE DESCRIPTION FOLLOWS--
 TU0559'
 TU0559'STATION IS LOCATED ABOUT 2-1/2 MILES AIRLINE EAST OF KAENA POINT
 TU0559'AND 1-1/4 MILES WEST OF CAMP ERDMAN, ON A LOW, FLAT, DARK GREY,
 TU0559'SMOOTH-APPEARING ROCK POINT ALONG THE NORTH COAST OF OAHU.
 TU0559'
 TU0559'TO REACH THE STATION FROM THE POST OFFICE IN WAIALUA, GO SOUTH
 TU0559'ON GOODALE AVENUE FOR 0.5 MILE.  TAKE RIGHT FORK AND GO WEST ON
 TU0559'STATE HIGHWAY 99 FOR 6.1 MILES TO END OF PAVED ROAD.  CONTINUE
 TU0559'AHEAD ON GRADED ROAD FOR 0.85 MILE TO CAMP ERDMAN ON THE
 TU0559'RIGHT.  CONTINUE AHEAD FOR 1.3 MILES TO POWER POLE NO. 249 ON
 TU0559'LEFT AND LARGE, CONCRETE WATER TROUGH IN PASTURE ON LEFT.  TAKE
 TU0559'RIGHT FORK, FOLLOWING ROUGH TRACK ROAD NORTHERLY FOR 0.05 MILE
 TU0559'TO END OF ROAD OVERLOOKING THE ROCK POINT.  FROM HERE WALK
 TU0559'ABOUT 75 YARDS NORTHEAST TO STATION.
 TU0559'
 TU0559'STATION MARK IS A STANDARD DISK STAMPED LUCK 1932, CEMENTED IN
 TU0559'A DRILL HOLE IN BEDROCK NEAR CENTER OF THE ROCK POINT.  IT IS
 TU0559'20 YARDS SOUTH OF WATER LINE, 75 YARDS EAST OF THE SOUTH POINT
 TU0559'OF A SMALL COVE, ABOUT 100 YARDS NORTH OF OLD RAILROAD BED, AND
 TU0559'ABOUT 175 YARDS NORTH FROM POWER POLE NO. 249.
 TU0559'
 TU0559'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LUCK NO 1,
 TU0559'CEMENTED IN A DRILL HOLE IN BEDROCK AT ABOUT SAME ELEVATION
 TU0559'AS STATION.  IT IS 20 FEET SOUTH FROM WATER LINE, AND HAS ORANGE
 TU0559'PAINT, AND A 12-INCH, WHITE CIRCLE PAINTED AROUND IT.
 TU0559'
 TU0559'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LUCK NO 2,
 TU0559'CEMENTED IN A DRILL HOLE IN BEDROCK AT ABOUT SAME ELEVATION AS
 TU0559'STATION.  THE ROCK AROUND THE MARK IS PAINTED ORANGE, AND A
 TU0559'12-INCH, WHITE CIRCLE IS PAINTED AROUND IT.
 TU0559
 TU0559                          STATION RECOVERY (1969)
 TU0559
 TU0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0559'STATION MARK AND REFERENCE MARK 1, WERE RECOVERED AS DESCRIBED
 TU0559'IN 1963 AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 2 HAS
 TU0559'BEEN DESTROYED.
 TU0559'
 TU0559'A GEODIMETER TRAVERSE WAS MADE BETWEEN LUCK 1932 AND PAD.
 TU0559'
 TU0559'GEODIMETER DISTANCE 2,670.013 METERS OR (8,759.78 FT.).
 TU0559'
 TU0559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0559'7-1/2 MILES WEST OF WAIALUA.
 TU0559
 TU0559                          STATION RECOVERY (1969)
 TU0559
 TU0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0559'9.0 MI W FROM WAIALUA.
 TU0559'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0559'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 0.5 MILE WEST
 TU0559'ALONG A DIRT AND ROCK ROAD, ABOUT 200 YARDS NORTH AND ACROSS AN
 TU0559'ABANDONED RAILROAD BED FROM POWER POLE 249, IN THE TOP OF A CORAL ROCK
 TU0559'OUTCROP, IN THE CENTER OF A CORAL ROCK POINT, 20 YARDS SOUTH OF THE
 TU0559'WATER LINE, 100 YARDS NORTH OF THE CENTER OF AN ABANDONED RAILROAD
 TU0559'BED, 75 YARDS NORTH OF THE NORTH POINT OF A RAVINE, 30.8 FEET
 TU0559'SOUTHWEST OF R.M. 1, THE ROCK AROUND THE MARK IS PAINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0560 ***********************************************************************
 TU0560  DESIGNATION -  LUCK RM 1
 TU0560  PID         -  TU0560
 TU0560  STATE/COUNTY-  HI/HONOLULU
 TU0560  USGS QUAD   -  KAENA (1983)
 TU0560
 TU0560                         *CURRENT SURVEY CONTROL
 TU0560  ___________________________________________________________________
 TU0560* NAD 83(1986)-  21 34 47.     (N)    158 14 32.     (W)     SCALED    
 TU0560* LOCAL TIDAL -         2.708  (meters)       8.88   (feet)  ADJ UNCH  
 TU0560  ___________________________________________________________________
 TU0560  GEOID HEIGHT-          14.60  (meters)                     GEOID03
 TU0560
 TU0560  VERT ORDER  -  FIRST     CLASS II
 TU0560
 TU0560.The horizontal coordinates were scaled from a topographic map and have
 TU0560.an estimated accuracy of +/- 6 seconds.
 TU0560
 TU0560.The orthometric height was key entered from printed documents
 TU0560.and not key verified.
 TU0560
 TU0560.The geoid height was determined by GEOID03.
 TU0560
 TU0560;                    North         East    Units  Estimated Accuracy
 TU0560;SPC HI 3     -    45,750.      474,920.      MT  (+/- 180 meters Scaled)
 TU0560
 TU0560                          SUPERSEDED SURVEY CONTROL
 TU0560
 TU0560.No superseded survey control is available for this station.
 TU0560
 TU0560_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ784865(NAD 83)
 TU0560_MARKER: DR = REFERENCE MARK DISK
 TU0560_SETTING: 66 = SET IN ROCK OUTCROP
 TU0560_SP_SET: ROCK OUTCROP
 TU0560_STAMPING: LUCK NO 1
 TU0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0560+STABILITY: POSITION/ELEVATION WELL
 TU0560
 TU0560  HISTORY     - Date     Condition        Report By
 TU0560  HISTORY     - UNK      MONUMENTED       CGS
 TU0560  HISTORY     - 1969     GOOD             NGS
 TU0560
 TU0560                          STATION DESCRIPTION
 TU0560
 TU0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0560'9.0 MI W FROM WAIALUA.
 TU0560'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0560'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 0.5 MILE WEST
 TU0560'ALONG A DIRT AND ROCK ROAD, IN THE TOP OF A CORAL ROCK OUTCROP, 30.8
 TU0560'FEET NORTHEAST OF THE STATION, 12 YARDS SOUTH OF THE EDGE OF A ROCK
 TU0560'AND THE WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2007 ***********************************************************************
 TU2007  DESIGNATION -  LUCKY
 TU2007  PID         -  TU2007
 TU2007  STATE/COUNTY-  HI/KAUAI
 TU2007  USGS QUAD   -  MAKAHA POINT (1983)
 TU2007
 TU2007                         *CURRENT SURVEY CONTROL
 TU2007  ___________________________________________________________________
 TU2007* NAD 83(1993)-  22 07 46.86092(N)    159 43 40.76025(W)     ADJUSTED  
 TU2007* LOCAL TIDAL -       480.7    (meters)    1577.     (feet)  VERT ANG  
 TU2007  ___________________________________________________________________
 TU2007  EPOCH DATE  -        1993.62
 TU2007  LAPLACE CORR-           9.31  (seconds)                    DEFLEC99
 TU2007  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU2007
 TU2007  HORZ ORDER  -  SECOND
 TU2007
 TU2007.The horizontal coordinates were established by classical geodetic methods
 TU2007.and adjusted by the National Geodetic Survey in December 1998..
 TU2007.The horizontal coordinates are valid at the epoch date displayed above.
 TU2007.The epoch date for horizontal control is a decimal equivalence
 TU2007.of Year/Month/Day.
 TU2007
 TU2007.The orthometric height was determined by vertical angle observations.
 TU2007
 TU2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2007
 TU2007.The geoid height was determined by GEOID03.
 TU2007
 TU2007;                    North         East     Units Scale Factor Converg.
 TU2007;SPC HI 4     -    32,832.172   476,479.026   MT  0.99999683   -0 05 09.2
 TU2007;UTM  04      - 2,447,360.904   424,923.421   MT  0.99966964   -0 16 27.3
 TU2007
 TU2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2007!SPC HI 4     -   0.99992193  x   0.99999683  =   0.99991876
 TU2007!UTM  04      -   0.99992193  x   0.99966964  =   0.99959159
 TU2007
 TU2007:                Primary Azimuth Mark                     Grid Az
 TU2007:SPC HI 4     -  HELO                                     085 10 22.5
 TU2007:UTM  04      -  HELO                                     085 21 40.6
 TU2007
 TU2007|---------------------------------------------------------------------|
 TU2007| PID    Reference Object                     Distance      Geod. Az  |
 TU2007|                                                           dddmmss.s |
 TU2007| TU0815 HELO                                APPROX. 0.5 KM 0850513.3 |
 TU2007| CJ8807 LUCKY RM 1                            6.549 METERS 15623     |
 TU2007| CJ8808 LUCKY RM 2                            6.834 METERS 22325     |
 TU2007| TU0818 1964 2                              464.482 METERS 3521215.8 |
 TU2007| TU0820 MAKAW                               APPROX. 0.6 KM 3552926.9 |
 TU2007|---------------------------------------------------------------------|
 TU2007
 TU2007                          SUPERSEDED SURVEY CONTROL
 TU2007
 TU2007  NAD 83(1986)-  22 07 46.82710(N)    159 43 40.78658(W) AD(       ) 2
 TU2007  OLD HI      -  22 07 58.12290(N)    159 43 50.84700(W) AD(       ) 2
 TU2007
 TU2007.Superseded values are not recommended for survey control.
 TU2007.NGS no longer adjusts projects to the OLD HI datum.
 TU2007.See file dsdata.txt to determine how the superseded data were derived.
 TU2007
 TU2007_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2492347361(NAD 83)
 TU2007_MARKER: Z = SEE DESCRIPTION
 TU2007_SETTING: 0 = UNSPECIFIED SETTING
 TU2007
 TU2007  HISTORY     - Date     Condition        Report By
 TU2007  HISTORY     - 1966     MONUMENTED       CGS
 TU2007
 TU2007                          STATION DESCRIPTION
 TU2007
 TU2007'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU2007'THE STATION IS LOCATED ON A ROCKY, ERODED POINT NEAR THE END OF
 TU2007'MAKAHA RIDGE, ABOUT 11-1/2 MILES NORTH OF KEKAHA, 7-1/2 MILES
 TU2007'NORTH-NORTHEAST OF BONHAM AUXILIARY LANDING FIELD AND 4 MILES WEST
 TU2007'OF KOKEE LODGE.
 TU2007'
 TU2007'TO REACH THE STATION FROM THE JUNCTION OF HAWAII STATE HIGHWAYS
 TU2007'50 AND 55 AT KEKAHA, GO NORTHERLY ON STATE HIGHWAY 55 FOR 15.5
 TU2007'MILES TO AN ASPHALT ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY,
 TU2007'DOWNHILL, FOR 4.5 MILES TO A BLADED ROAD ON THE LEFT.  TURN SHARP
 TU2007'LEFT AND GO SOUTHWESTERLY, DOWNHILL, FOR 0.25 MILE TO A
 TU2007'CROSSROAD.  TURN RIGHT AND GO SOUTHWESTERLY ALONG A TRACK ROAD
 TU2007'FOR 0.15 MILE TO THE END OF THE ROAD AND THE STATION.
 TU2007'
 TU2007'THE STATION MARK IS A STANDARD DISK, STAMPED LUCKY 1966, CEMENTED
 TU2007'IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT PROJECTS 6 INCHES
 TU2007'ABOVE THE SURFACE OF THE GROUND.  IT IS 8-1/2 FEET NORTHWEST OF A
 TU2007'WOODEN WITNESS POST WITH SIGN.
 TU2007'
 TU2007'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LUCKY NO 1 1966,
 TU2007'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT
 TU2007'PROJECTS 15 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 16 FEET
 TU2007'SOUTH OF A WOODEN WITNESS POST WITH SIGN AND IS ABOUT 3 FEET
 TU2007'HIGHER IN ELEVATION THAN THE STATION MARK.
 TU2007'
 TU2007'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LUCKY NO 2 1966,
 TU2007'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT
 TU2007'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26-1/2
 TU2007'FEET WEST-SOUTHWEST OF A WOODEN WITNESS POST WITH SIGN AND IS
 TU2007'ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 TU2007'
 TU2007'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3042 ***********************************************************************
 TU3042  DESIGNATION -  LUKE
 TU3042  PID         -  TU3042
 TU3042  STATE/COUNTY-  HI/MAUI
 TU3042  USGS QUAD   -  WAILUKU (1997)
 TU3042
 TU3042                         *CURRENT SURVEY CONTROL
 TU3042  ___________________________________________________________________
 TU3042* NAD 83(1993)-  20 52 49.17017(N)    156 29 46.56388(W)     ADJUSTED  
 TU3042* LOCAL TIDAL -        92.5    (meters)     303.     (feet)  GPS OBS   
 TU3042  ___________________________________________________________________
 TU3042  EPOCH DATE  -        1993.62
 TU3042  X           -  -5,467,267.875 (meters)                     COMP
 TU3042  Y           -  -2,377,659.212 (meters)                     COMP
 TU3042  Z           -   2,259,059.024 (meters)                     COMP
 TU3042  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 TU3042  ELLIP HEIGHT-         109.03  (meters)          (11/30/94) GPS OBS
 TU3042  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU3042
 TU3042  HORZ ORDER  -  FIRST
 TU3042  ELLP ORDER  -  FIFTH     CLASS I
 TU3042
 TU3042.The horizontal coordinates were established by GPS observations
 TU3042.and adjusted by the National Geodetic Survey in November 1994..
 TU3042.The horizontal coordinates are valid at the epoch date displayed above.
 TU3042.The epoch date for horizontal control is a decimal equivalence
 TU3042.of Year/Month/Day.
 TU3042
 TU3042.The orthometric height was determined by GPS observations and a
 TU3042.high-resolution geoid model.
 TU3042
 TU3042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3042
 TU3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3042
 TU3042.The ellipsoidal height was determined by GPS observations
 TU3042.and is referenced to NAD 83.
 TU3042
 TU3042.The geoid height was determined by GEOID03.
 TU3042
 TU3042;                    North         East     Units Scale Factor Converg.
 TU3042;SPC HI 2     -    60,565.905   517,729.956   MT  0.99997055   +0 03 38.6
 TU3042;UTM  04      - 2,310,932.336   760,479.033   MT  1.00043857   +0 53 34.4
 TU3042
 TU3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3042!SPC HI 2     -   0.99998286  x   0.99997055  =   0.99995341
 TU3042!UTM  04      -   0.99998286  x   1.00043857  =   1.00042143
 TU3042
 TU3042:                Primary Azimuth Mark                     Grid Az
 TU3042:SPC HI 2     -  KAHULUI HARBOR FRONT RANGE BCN           026 22 05.7
 TU3042:UTM  04      -  KAHULUI HARBOR FRONT RANGE BCN           025 32 09.9
 TU3042
 TU3042|---------------------------------------------------------------------|
 TU3042| PID    Reference Object                     Distance      Geod. Az  |
 TU3042|                                                           dddmmss.s |
 TU3042| TU3033 KAHULUI HARBOR FRONT RANGE BCN      APPROX. 2.7 KM 0262544.3 |
 TU3042| TU3032 KAHULUI ELECTRIC LIGHT STACK        APPROX. 2.8 KM 0303043.6 |
 TU3042| TU3026 KAHULUI HARBOR ENT W BRKWTR LT      APPROX. 3.2 KM 0460726.7 |
 TU3042| TU3021 KAHULUI HARBOR ENT E BRKWTR LT      APPROX. 3.4 KM 0484951.6 |
 TU3042| TU3019 KAHULUI BREAKWATER LIGHT            APPROX. 3.6 KM 0554015.2 |
 TU3042| TU3020 KAHULUI HARBOR FRONT RANGE LT       APPROX. 3.2 KM 0650422.4 |
 TU3042| TU3017 KAHULUI BANK CUPOLA                 APPROX. 3.4 KM 0674829.0 |
 TU3042| TU3006 KAHULUI APT CONTROL TWR BCN         APPROX. 6.3 KM 0765442.7 |
 TU3042| TU2999 PAIA SUGAR MILL STACK               APPROX.12.8 KM 0765647.3 |
 TU3042| TU3005 STACK F                             APPROX. 6.3 KM 0845605.7 |
 TU3042| TU3007 STACK LEANING                       APPROX. 5.2 KM 0920914.1 |
 TU3042| TU2979 PUU NENE SUGAR MILL N STACK         APPROX. 4.7 KM 1071406.6 |
 TU3042| TU2978 PUU NENE MILL CUPOLA                APPROX. 4.7 KM 1072029.4 |
 TU3042| TU2980 PUU NENE SUGAR MILL S STACK         APPROX. 4.6 KM 1075039.1 |
 TU3042| CN5859 LUKE RM                               9.040 METERS 13201     |
 TU3042| TU2972 PUMP STACK                          APPROX.10.6 KM 1374611.1 |
 TU3042| TU3073 WAIKAPU STACK                       APPROX. 3.0 KM 1965215.6 |
 TU3042| CN6164 SW CORNER MAUSOLEUM ROOF             13.498 METERS 21736     |
 TU3042| CN5953 NW CORNER MAUSOLEUM ROOF             13.485 METERS 30930     |
 TU3042| TU3052 WAIEHU CHURCH BUFF SPIRE            APPROX. 4.2 KM 3420005.2 |
 TU3042| TU3048 WAILUKU CO MILL STACK               APPROX. 1.6 KM 3511711.2 |
 TU3042|---------------------------------------------------------------------|
 TU3042
 TU3042                          SUPERSEDED SURVEY CONTROL
 TU3042
 TU3042  NAD 83(1986)-  20 52 49.13099(N)    156 29 46.54963(W) AD(       ) 1
 TU3042  OLD HI      -  20 53 00.67900(N)    156 29 56.70800(W) AD(       ) 1
 TU3042
 TU3042.Superseded values are not recommended for survey control.
 TU3042.NGS no longer adjusts projects to the OLD HI datum.
 TU3042.See file dsdata.txt to determine how the superseded data were derived.
 TU3042
 TU3042_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6047910932(NAD 83)
 TU3042_MARKER: DD = SURVEY DISK
 TU3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3042_SP_SET: CONCRETE POST
 TU3042_STAMPING: LUKE
 TU3042_MARK LOGO: NONE  
 TU3042_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3042+STABILITY: SURFACE MOTION
 TU3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3042+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 TU3042
 TU3042  HISTORY     - Date     Condition        Report By
 TU3042  HISTORY     - 1912     MONUMENTED       CGS
 TU3042  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3042  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3042  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3042  HISTORY     - 19930807 GOOD             NOS
 TU3042  HISTORY     - 20040427 GOOD             COMPA
 TU3042
 TU3042                          STATION DESCRIPTION
 TU3042
 TU3042'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3042'ON NORTHERN COAST OF MAUI, IN WAILUKU DISTRICT, ABOUT 1/2 MILE
 TU3042'SOUTHEAST FROM WAILUKU, ON THE HIGHEST SANDSTONE HILL ADJACENT
 TU3042'TO AND DUE NORTH OF THE H. C. AND S. CO.S WATER RESERVOIRS.  THIS
 TU3042'IS A PLANTATION SURVEY POINT.  MARKED BY A 5-INCH DRAINTILE PIPE
 TU3042'CEMENTED FLANGE DOWN INTO THE SANDSTONE WITH ABOUT 5 INCHES
 TU3042'PROJECTING ABOVE SURFACE.  FILLED WITH CEMENT, AND CENTERED WITH
 TU3042'STANDARD BRASS STATION MARK.  REFERENCE MARK IS A 2-INCH
 TU3042'GALVANIZED IRON PIPE CEMENTED INTO THE ROCK WITH 1 FOOT PROJECTING
 TU3042'ABOVE SURFACE.  IT IS 9.04 METERS (29.7 FEET) FROM STATION
 TU3042'IN AZIMUTH 312 DEG 11 MIN.
 TU3042
 TU3042                          STATION RECOVERY (1929)
 TU3042
 TU3042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU3042'ORIGINAL DESCRIPTION AND MARK NOT CHANGED.  TYPE A HAWAII
 TU3042'TERRITORY SURVEY TRIANGULATION STATION MONUMENT BUILT OVER
 TU3042'ORIGINAL MARK.
 TU3042
 TU3042                          STATION RECOVERY (1950)
 TU3042
 TU3042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3042'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TU3042'
 TU3042'THE REFERENCE MARK WAS NOT RECOVERED.
 TU3042'
 TU3042'TO REACH FROM THE POST OFFICE AT WAILUKU--GO NORTHEAST ON MAIN
 TU3042'STREET FOR 0.5 MILES, PASS TO LEFT OF OVERPASS AND CONTINUE 0.1
 TU3042'MILE, TURN RIGHT AND GO EAST FOR 0.6 MILES, TURN LEFT AND GO 0.2
 TU3042'MILES TO ETT.  FROM HERE PACK NORTHWEST TO TOP OF LOW KNOLL
 TU3042'AND STATION.
 TU3042
 TU3042                          STATION RECOVERY (1969)
 TU3042
 TU3042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3042'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A MAUSOLEUM
 TU3042'BUILDING, IN THE SHAPE OF A SQUARE C, HAS BEEN BUILT AROUND
 TU3042'THE STATION.  NO REFERENCE MARKS WERE ESTABLISHED, HOWEVER THE
 TU3042'STATION WAS REFERENCED TO THE INSIDE NORTHWEST AND SOUTHWEST
 TU3042'CORNERS OF THE BUILDING.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3042'
 TU3042'STATION IS LOCATED IN THE SOUTHERN EDGE OF WAILUKU ON A SAND HILL,
 TU3042'AT ABOUT 305 FEET ELEVATION.  IT IS AT THE SOUTHEAST CORNER OF THE
 TU3042'CEMETERY GROUNDS, 1/2-MILE SOUTHWEST OF THE MAUI HOSPITAL AND
 TU3042'ABOUT 150 FEET SOUTHWEST OF A LARGE, GREEN, WATER TANK.
 TU3042'
 TU3042'TO REACH STATION FROM THE POST OFFICE IN WAILUKU, GO SOUTH
 TU3042'ON WELLS ST. FOR 0.45 MILE TO T-JUNCTION.  TURN RIGHT ON WAIALE
 TU3042'RD. AND GO 0.45 MILE.  TURN LEFT ON MACADAM SIDE ROAD BY
 TU3042'CEMETERY OFFICE AND GO UPHILL 0.25 MILE TO DIRT SIDE ROAD
 TU3042'LEFT.  GO LEFT 50 YARDS, THEN GO LEFT AGAIN 25 YARDS, UP ONTO
 TU3042'RISE AT BASE OF HILL BEHIND MAUSOLEUM, AND STATION.
 TU3042'
 TU3042'STATION MARK IS A STANDARD DISK SET IN THE CONCRETE-FILLED TOP
 TU3042'OF A 7-INCH-DIAMETER, SEWER TILE SET FLUSH WITH GROUND.  NO
 TU3042'STAMPING CAN BE SEEN ON THE DISK DUE TO THE LARGE IRON BAR
 TU3042'SETTING DOWN NEARLY ON IT.
 TU3042'
 TU3042'THERE IS A TYPE A SIGNAL OVER STATION MARK.
 TU3042
 TU3042                          STATION RECOVERY (1993)
 TU3042
 TU3042'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3042'RECOVERED AS DESCRIBED.
 TU3042
 TU3042                          STATION RECOVERY (2004)
 TU3042
 TU3042'RECOVERY NOTE BY COMPASSCOM INC 2004 (DJ)
 TU3042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0854 ***********************************************************************
 TU0854  DESIGNATION -  LUKE HITS
 TU0854  PID         -  TU0854
 TU0854  STATE/COUNTY-  HI/MAUI
 TU0854  USGS QUAD   -  WAILUKU (1997)
 TU0854
 TU0854                         *CURRENT SURVEY CONTROL
 TU0854  ___________________________________________________________________
 TU0854* NAD 83(1986)-  20 52 48.     (N)    156 29 46.     (W)     SCALED    
 TU0854* LOCAL TIDAL -        93.871  (meters)     307.98   (feet)  ADJUSTED  
 TU0854  ___________________________________________________________________
 TU0854  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0854
 TU0854  VERT ORDER  -  FIRST     CLASS I
 TU0854
 TU0854.The horizontal coordinates were scaled from a topographic map and have
 TU0854.an estimated accuracy of +/- 6 seconds.
 TU0854
 TU0854.The orthometric height was determined by differential leveling
 TU0854.and adjusted by the National Geodetic Survey in December 2003..
 TU0854.No vertical observational check was made to the station.
 TU0854
 TU0854.The geoid height was determined by GEOID03.
 TU0854
 TU0854;                    North         East    Units  Estimated Accuracy
 TU0854;SPC HI 2     -    60,530.      517,750.      MT  (+/- 180 meters Scaled)
 TU0854
 TU0854                          SUPERSEDED SURVEY CONTROL
 TU0854
 TU0854.No superseded survey control is available for this station.
 TU0854
 TU0854_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ604108(NAD 83)
 TU0854_MARKER: Z = SEE DESCRIPTION
 TU0854_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU0854_SP_SET: CINDER CONE
 TU0854_MARK LOGO: NONE  
 TU0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0854
 TU0854  HISTORY     - Date     Condition        Report By
 TU0854  HISTORY     - 1929     MONUMENTED       HITS
 TU0854  HISTORY     - 19790605 GOOD             NGS
 TU0854
 TU0854                          STATION DESCRIPTION
 TU0854
 TU0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0854'IN WAILUKU, AT WAILUKU MEMORIAL CEMETERY, ON TOP OF CINDER CONE OVER
 TU0854'LOOKING THE CREMATORIUM, A STANDARD CLASS A HAWAII SURVEY MARK, THE
 TU0854'NORTH EDGE OF THE 3 INCH PIPE TARGET HOLDER WAS THE POINT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3149 ***********************************************************************
 TU3149  DESIGNATION -  LUMP 1904
 TU3149  PID         -  TU3149
 TU3149  STATE/COUNTY-  HI/MAUI
 TU3149  USGS QUAD   -  
 TU3149
 TU3149                         *CURRENT SURVEY CONTROL
 TU3149  ___________________________________________________________________
 TU3149* NAD 83(1993)-  20 30 40.60037(N)    156 35 10.00104(W)     ADJUSTED  
 TU3149* LOCAL TIDAL -       188.     (meters)     617.     (feet)  SCALED    
 TU3149  ___________________________________________________________________
 TU3149  EPOCH DATE  -        1993.62
 TU3149  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 TU3149  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU3149
 TU3149  HORZ ORDER  -  THIRD
 TU3149
 TU3149.The horizontal coordinates were established by classical geodetic methods
 TU3149.and adjusted by the National Geodetic Survey in December 1998..
 TU3149.The horizontal coordinates are valid at the epoch date displayed above.
 TU3149.The epoch date for horizontal control is a decimal equivalence
 TU3149.of Year/Month/Day.
 TU3149
 TU3149.The orthometric height was scaled from a topographic map.
 TU3149
 TU3149.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3149
 TU3149.The geoid height was determined by GEOID03.
 TU3149
 TU3149;                    North         East     Units Scale Factor Converg.
 TU3149;SPC HI 2     -    19,701.584   508,402.045   MT  0.99996754   +0 01 41.6
 TU3149;UTM  04      - 2,269,919.813   751,736.674   MT  1.00038327   +0 50 46.5
 TU3149
 TU3149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3149!SPC HI 2     -   0.99996803  x   0.99996754  =   0.99993557
 TU3149!UTM  04      -   0.99996803  x   1.00038327  =   1.00035129
 TU3149
 TU3149:                Primary Azimuth Mark                     Grid Az
 TU3149:SPC HI 2     -  BLACK                                    302 33 40.5
 TU3149:UTM  04      -  BLACK                                    301 44 35.6
 TU3149
 TU3149|---------------------------------------------------------------------|
 TU3149| PID    Reference Object                     Distance      Geod. Az  |
 TU3149|                                                           dddmmss.s |
 TU3149| TU3152 BLACK                               APPROX. 2.2 KM 3023522.1 |
 TU3149|---------------------------------------------------------------------|
 TU3149
 TU3149                          SUPERSEDED SURVEY CONTROL
 TU3149
 TU3149  NAD 83(1986)-  20 30 40.58902(N)    156 35 09.97972(W) AD(       ) 3
 TU3149  OLD HI      -  20 30 51.98000(N)    156 35 20.10300(W) AD(       ) 3
 TU3149
 TU3149.Superseded values are not recommended for survey control.
 TU3149.NGS no longer adjusts projects to the OLD HI datum.
 TU3149.See file dsdata.txt to determine how the superseded data were derived.
 TU3149
 TU3149_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5173769920(NAD 83)
 TU3149
 TU3149  HISTORY     - Date     Condition        Report By
 TU3149  HISTORY     - 1904     MONUMENTED       CGS
 TU3149  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU3149
 TU3149                          STATION DESCRIPTION
 TU3149
 TU3149'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3149'ON THE SOUTHERN SHORE OF KAHOOLAWE ISLAND, ON A HILLTOP AT THE
 TU3149'POINT SOUTHEAST OF THE EASTERN OF THE TWO DEEP COVES ON THE SOUTH
 TU3149'SIDE OF THE ISLAND, AND 220 METERS FROM THE EDGE OF THE BLUFF.  THE
 TU3149'BLUFF AT THE SOUTHEAST POINT OF THE ISLAND BEARS N. 79 DEG 30 MIN
 TU3149'E. (MAG.).  MARKED BY A CROSS CUT IN THE FLAT FACE OF A ROCK
 TU3149'BURIED 16 INCHES BELOW SURFACE OF GROUND.
 TU3149
 TU3149                          STATION RECOVERY (1932)
 TU3149
 TU3149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3149'STATION WAS VISITED, BUT NO DEFINITE STATION POINT WAS
 TU3149'RECOVERED.  A THOROUGH SEARCH WAS NOT MADE FOR THE POINT.  A
 TU3149'6-FT. CAIRN OF ROCKS, WITH A 2- BY 2-IN. CENTER POLE, WAS ERECTED
 TU3149'OVER THE SPOT WHICH APPEARED TO BE THE POINT FROM EVIDENCE OF
 TU3149'SIGNAL BUILDING MATERIAL ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2573 ***********************************************************************
 TU2573  DESIGNATION -  LUN
 TU2573  PID         -  TU2573
 TU2573  STATE/COUNTY-  HI/HAWAII
 TU2573  USGS QUAD   -  KEALAKEKUA (1996)
 TU2573
 TU2573                         *CURRENT SURVEY CONTROL
 TU2573  ___________________________________________________________________
 TU2573* NAD 83(1993)-  19 33 15.96876(N)    155 56 11.58603(W)     ADJUSTED  
 TU2573* LOCAL TIDAL -       396.9    (meters)    1302.     (feet)  VERT ANG  
 TU2573  ___________________________________________________________________
 TU2573  EPOCH DATE  -        1993.62
 TU2573  LAPLACE CORR-          24.95  (seconds)                    DEFLEC99
 TU2573  GEOID HEIGHT-          20.43  (meters)                     GEOID03
 TU2573
 TU2573  HORZ ORDER  -  SECOND
 TU2573
 TU2573.The horizontal coordinates were established by classical geodetic methods
 TU2573.and adjusted by the National Geodetic Survey in December 1998..
 TU2573.The horizontal coordinates are valid at the epoch date displayed above.
 TU2573.The epoch date for horizontal control is a decimal equivalence
 TU2573.of Year/Month/Day.
 TU2573
 TU2573.The orthometric height was determined by vertical angle observations.
 TU2573
 TU2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2573
 TU2573.The geoid height was determined by GEOID03.
 TU2573
 TU2573;                    North         East     Units Scale Factor Converg.
 TU2573;SPC HI 1     -    79,877.760   454,190.157   MT  0.99999260   -0 08 46.0
 TU2573;UTM  05      - 2,164,820.986   191,860.902   MT  1.00077382   -0 59 01.1
 TU2573;UTM  04      - 2,165,054.728   821,464.366   MT  1.00087756   +1 01 34.4
 TU2573
 TU2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2573!SPC HI 1     -   0.99993440  x   0.99999260  =   0.99992700
 TU2573!UTM  05      -   0.99993440  x   1.00077382  =   1.00070817
 TU2573!UTM  04      -   0.99993440  x   1.00087756  =   1.00081190
 TU2573
 TU2573|---------------------------------------------------------------------|
 TU2573| PID    Reference Object                     Distance      Geod. Az  |
 TU2573|                                                           dddmmss.s |
 TU2573| CN5860 LUN RM 1                              4.542 METERS 07905     |
 TU2573| CN5861 LUN RM 2                              5.607 METERS 15740     |
 TU2573| TU2570 KAINALIU ST PAUL CATH CH SPIRE      APPROX. 1.5 KM 1601948.5 |
 TU2573|---------------------------------------------------------------------|
 TU2573
 TU2573                          SUPERSEDED SURVEY CONTROL
 TU2573
 TU2573  NAD 83(1986)-  19 33 15.96692(N)    155 56 11.61388(W) AD(       ) 2
 TU2573  OLD HI      -  19 33 26.85600(N)    155 56 21.64800(W) AD(       ) 2
 TU2573
 TU2573.Superseded values are not recommended for survey control.
 TU2573.NGS no longer adjusts projects to the OLD HI datum.
 TU2573.See file dsdata.txt to determine how the superseded data were derived.
 TU2573
 TU2573_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9186164821(NAD 83)
 TU2573_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2573_SETTING: 80 = SET IN A BOULDER
 TU2573_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2573
 TU2573  HISTORY     - Date     Condition        Report By
 TU2573  HISTORY     - 1948     MONUMENTED       CGS
 TU2573  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2573  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2573  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2573
 TU2573                          STATION DESCRIPTION
 TU2573
 TU2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2573'THE STATION IS LOCATED IN THE FRONT YARD OF A RESIDENCE ABOUT
 TU2573'3 MILES NORTH NORTHWEST OF KAINALIU, ABOUT 2.5 MILES EAST
 TU2573'SOUTHEAST OF KEAUHOU, ABOUT 1.5 MILES SOUTH OF THE KEAUHOU
 TU2573'SCHOOL, ABOUT 0.1 MILE NORTH OF THE TONG WO TONG CEMETERY, ABOUT
 TU2573'500 FEET WEST OF THE HIGHWAY WHICH RUNS BETWEEN KAINALIU AND
 TU2573'HOLUALOA, ABOUT 50 FEET WEST OF A WATER TANK AND 21.5 FEET
 TU2573'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE.
 TU2573'
 TU2573'TO REACH FROM THE POST OFFICE IN KEALAKEKUA.  TO NORTHERLY ON
 TU2573'THE ROAD WHICH LEADS TOWARD HOLUALOA FOR 3.1 MILES.  PASS TO
 TU2573'THE RIGHT HAND SIDE OF THE TONG WO TONG CEMETERY AND CONTINUE
 TU2573'NORTH FOR 0.05 MILE TO THE END OF TRUCK TRAVEL AT THE SIDE OF
 TU2573'THE ROAD.  FROM THIS POINT PACK WESTERLY, ALONG A CLEARED TRAIL,
 TU2573'FOR ABOUT 500 FEET TO THE HOUSE AND THE STATION.
 TU2573'
 TU2573'THE STATION IS A STANDARD DISK STAMPED LUN 1948, SET IN SOLID
 TU2573'LEDGE ABOUT THREE FEET BELOW THE SURFACE OF LOOSE ROCK.
 TU2573'
 TU2573'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LUN 1 1948, SET
 TU2573'IN A DRILL HOLE IN SOLID LEDGE WHICH PROJECTS ABOUT 4 INCHES AND IS
 TU2573'ABOUT 2 FEET HIGHER THAN THE STATION.  IT IS LOCATED ONE FOOT
 TU2573'WEST OF THE EDGE OF THE PORCH OF THE HOUSE.
 TU2573'
 TU2573'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LUN 2 1948, SET
 TU2573'IN A DRILL HOLE IN SOLID LEDGE WHICH PROJECTS ABOUT 1 FOOT AND
 TU2573'IS 1.15 FEET LOWER THAN THE STATION.
 TU2573
 TU2573                          STATION RECOVERY (1967)
 TU2573
 TU2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2573'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2573'HOUSE MENTIONED IN ORIGINAL DESCRIPTION IS GONE AND THE AREA IS
 TU2573'OVERGROWN WITH DENSE GRASS AND WEEDS.  A COMPLETE DESCRIPTION
 TU2573'FOLLOWS--
 TU2573'
 TU2573'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF HOLUALOA, 1-1/2
 TU2573'MILES NORTH-NORTHWEST OF KAINALIU, AND 1-3/4 MILES EAST-SOUTHEAST
 TU2573'OF KEAUHOU BAY, AT ABOUT 1302 FEET ELEVATION, ON A BRUSH AND
 TU2573'TREE-COVERED HIGH POINT BETWEEN OLD STATE HIGHWAY 11 AND NEW
 TU2573'HIGHWAY 11.
 TU2573'
 TU2573'TO REACH STATION FROM THE POST OFFICE IN HOLUALOA, GO SOUTH
 TU2573'ON STATE HIGHWAY 18 FOR 3.9 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2573'11.  CONTINUE SOUTH, ON STATE HIGHWAY 11, FOR 1.0 MILE TO END OF
 TU2573'TRUCK TRAVEL AT POWER POLE 76X, AT ROW OF MAILBOXES ON LEFT.  PACK
 TU2573'SOUTHWEST, PASSING POWER POLE 323, AND GO DOWN SLOPE COVERED WITH
 TU2573'HIGH, DENSE GRASS FOR ABOUT 300 FEET TO STATION ON POINT OF
 TU2573'HILL.
 TU2573'
 TU2573'STATION MARK IS A STANDARD DISK STAMPED LUN 1948, CEMENTED IN A
 TU2573'DRILL HOLE IN BEDROCK 2-1/2 FEET DOWN INSIDE A 16-INCH-DIAMETER
 TU2573'HOLE IN THE LEVEL LAYER OF LOOSE ROCKS.  IT IS 150 FEET WEST OF A
 TU2573'RECTANGULAR STONE PEN, 100 FEET WEST-NORTHWEST OF A LARGE AVOCADO
 TU2573'TREE, 100 FEET WEST-SOUTHWEST OF A LARGE, LONE, BREADFRUIT TREE,
 TU2573'AND ABOUT 75 YARDS NORTHEAST OF NEW STATE 11, UP ON THE BLUFF
 TU2573'ABOUT 75 YARDS HIGHER THAN THE HIGHWAY AND ON A LINE ABOUT MIDWAY
 TU2573'BETWEEN POWER POLES 34 AND 34X, AND 4 FEET WEST OF A WHITE WITNESS
 TU2573'POST.
 TU2573'
 TU2573'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LUN 1 1948,
 TU2573'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND, ABOUT 2
 TU2573'FEET HIGHER THAN STATION MARK.
 TU2573'
 TU2573'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LUN 2
 TU2573'1948, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT
 TU2573'IS 1 FOOT WEST OF A LOW, LOOSE, ROCK FENCE AND IS 2 FEET LOWER
 TU2573'THAN STATION MARK.
 TU2573
 TU2573                          STATION RECOVERY (1968)
 TU2573
 TU2573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2573'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2573'HOWEVER, THE LOT WAS RECENTLY PURCHASED BY MR. G. HAKODA, WHO
 TU2573'PLANS TO BUILD A HOME, AND THE STATION WILL BE COVERED EITHER
 TU2573'BY THE HOUSE OR BY LANDSCAPING, AND HE REQUESTED THAT IT BE MOVED.
 TU2573'
 TU2573'A NEW STATION, HONALO, WAS ESTABLISHED ABOUT 1/4-MILE SOUTH.  SEE
 TU2573'DESCRIPTION FOR THAT STATION.
 TU2573'
 TU2573'NOTE--THE STATION MARK WAS NOT REMOVED.
 TU2573
 TU2573                          STATION RECOVERY (1972)
 TU2573
 TU2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2573'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU2573'DESCRIBED BY D.M. WHIPP (1967) IN GOOD CONDITION.  AN ASPHALT
 TU2573'DRIVE HAS BEEN CONSTRUCTED, EXITING STATE HWY 11 NEAR POWER
 TU2573'POLE 76X AND TRAVELING DOWNSLOPE TO A POINT APPROXIMATELY 30
 TU2573'FEET SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1239 ***********************************************************************
 TU1239  DESIGNATION -  LUNALILO HOME SPIRE
 TU1239  PID         -  TU1239
 TU1239  STATE/COUNTY-  HI/HONOLULU
 TU1239  USGS QUAD   -  HONOLULU (1983)
 TU1239
 TU1239                         *CURRENT SURVEY CONTROL
 TU1239  ___________________________________________________________________
 TU1239* NAD 83(1993)-  21 18 30.94217(N)    157 50 16.90009(W)     ADJUSTED  
 TU1239* LOCAL TIDAL -                                                        
 TU1239  ___________________________________________________________________
 TU1239  EPOCH DATE  -        1993.62
 TU1239  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 TU1239  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1239
 TU1239  HORZ ORDER  -  THIRD
 TU1239
 TU1239.The horizontal coordinates were established by classical geodetic methods
 TU1239.and adjusted by the National Geodetic Survey in December 1998..
 TU1239.The horizontal coordinates are valid at the epoch date displayed above.
 TU1239.The epoch date for horizontal control is a decimal equivalence
 TU1239.of Year/Month/Day.
 TU1239
 TU1239
 TU1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1239
 TU1239.The geoid height was determined by GEOID03.
 TU1239
 TU1239;                    North         East     Units Scale Factor Converg.
 TU1239;SPC HI 3     -    15,722.804   516,805.306   MT  0.99999349   +0 03 31.9
 TU1239;UTM  04      - 2,356,745.451   620,518.551   MT  0.99977948   +0 25 20.3
 TU1239
 TU1239                          SUPERSEDED SURVEY CONTROL
 TU1239
 TU1239  NAD 83(1986)-  21 18 30.89167(N)    157 50 16.90946(W) AD(       ) 4
 TU1239  OLD HI      -  21 18 42.28600(N)    157 50 26.79300(W) AD(       ) 3
 TU1239
 TU1239.Superseded values are not recommended for survey control.
 TU1239.NGS no longer adjusts projects to the OLD HI datum.
 TU1239.See file dsdata.txt to determine how the superseded data were derived.
 TU1239
 TU1239_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2051956745(NAD 83)
 TU1239
 TU1239  HISTORY     - Date     Condition        Report By
 TU1239  HISTORY     - 1925     MONUMENTED       CGS
 TU1239  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1239
 TU1239                          STATION DESCRIPTION
 TU1239
 TU1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1239'IN SOUTHEASTERN OAHU, ON SOUTHEST SIDE OF PUNCHBOWL, A SPIRE
 TU1239'RISING FROM PYRAMIDAL TOWER.  GRAY, WITH ARCHED OPENING ON
 TU1239'EACH SIDE.
 TU1239
 TU1239                          STATION RECOVERY (1964)
 TU1239
 TU1239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1239'STATION IS GONE.  THERE ARE NOW ONLY HOMES IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1020 ***********************************************************************
 TU1020  DESIGNATION -  LUNALILO HOME WATER TANK
 TU1020  PID         -  TU1020
 TU1020  STATE/COUNTY-  HI/HONOLULU
 TU1020  USGS QUAD   -  KOKO HEAD (1983)
 TU1020
 TU1020                         *CURRENT SURVEY CONTROL
 TU1020  ___________________________________________________________________
 TU1020* NAD 83(1993)-  21 16 55.45869(N)    157 41 49.22733(W)     ADJUSTED  
 TU1020* LOCAL TIDAL -                                                        
 TU1020  ___________________________________________________________________
 TU1020  EPOCH DATE  -        1993.62
 TU1020  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 TU1020  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU1020
 TU1020  HORZ ORDER  -  THIRD
 TU1020
 TU1020.The horizontal coordinates were established by classical geodetic methods
 TU1020.and adjusted by the National Geodetic Survey in December 1998..
 TU1020.The horizontal coordinates are valid at the epoch date displayed above.
 TU1020.The epoch date for horizontal control is a decimal equivalence
 TU1020.of Year/Month/Day.
 TU1020
 TU1020
 TU1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1020
 TU1020.The geoid height was determined by GEOID03.
 TU1020
 TU1020;                    North         East     Units Scale Factor Converg.
 TU1020;SPC HI 3     -    12,807.706   531,442.471   MT  1.00000221   +0 06 35.9
 TU1020;UTM  04      - 2,353,923.757   635,171.042   MT  0.99982578   +0 28 22.8
 TU1020
 TU1020                          SUPERSEDED SURVEY CONTROL
 TU1020
 TU1020  NAD 83(1986)-  21 16 55.40806(N)    157 41 49.23540(W) AD(       ) 4
 TU1020  OLD HI      -  21 17 06.81200(N)    157 41 59.10400(W) AD(       ) 3
 TU1020
 TU1020.Superseded values are not recommended for survey control.
 TU1020.NGS no longer adjusts projects to the OLD HI datum.
 TU1020.See file dsdata.txt to determine how the superseded data were derived.
 TU1020
 TU1020_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3517153924(NAD 83)
 TU1020
 TU1020  HISTORY     - Date     Condition        Report By
 TU1020  HISTORY     - UNK      MONUMENTED
 TU1020  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1020
 TU1020                          STATION DESCRIPTION
 TU1020
 TU1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1020'THIS IS THE SAME INTERSECTION STATION AS R.C.A. TANK AT RECEIVING
 TU1020'STATION 1925.  THE BUILDINGS AND PROPERTY WERE TAKEN OVER IN 1928
 TU1020'BY THE LUNALILO HOME FOR AGED.
 TU1020'
 TU1020'LOCATED ON EAST END OF OAHU, ON SOUTHEAST SIDE OF LUNALILO
 TU1020'HOME RD., ABOUT 3/4 MILE NORTHEAST OF THE HAWAII KAI SHOPPING
 TU1020'CENTER.
 TU1020'
 TU1020'STATION IS AN UNPAINTED, CONCRETE STANDPIPE 45 FEET HIGH, WITH
 TU1020'A SLIGHTLY PEAKED TOP.  THE FIRST 30 FEET OF THE STANDPIPE IS
 TU1020'OCTAGONAL AND THE TOP 15 FEET (THE WATER TANK) IS CYLINDRICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3591 ***********************************************************************
 AA3591  SACS        -  This is a Secondary Airport Control Station.
 AA3591  DESIGNATION -  LUPA
 AA3591  PID         -  AA3591
 AA3591  STATE/COUNTY-  HI/MAUI
 AA3591  USGS QUAD   -  KAUNAKAKAI (1993)
 AA3591
 AA3591                         *CURRENT SURVEY CONTROL
 AA3591  ___________________________________________________________________
 AA3591* NAD 83(1993)-  21 12 32.59205(N)    156 58 39.15435(W)     ADJUSTED  
 AA3591* LOCAL TIDAL -         7.5    (meters)      25.     (feet)  GPS OBS   
 AA3591  ___________________________________________________________________
 AA3591  EPOCH DATE  -        1993.62
 AA3591  X           -  -5,474,943.770 (meters)                     COMP
 AA3591  Y           -  -2,326,508.728 (meters)                     COMP
 AA3591  Z           -   2,292,996.754 (meters)                     COMP
 AA3591  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AA3591  ELLIP HEIGHT-          22.71  (meters)          (11/30/94) GPS OBS
 AA3591  GEOID HEIGHT-          14.60  (meters)                     GEOID03
 AA3591
 AA3591  HORZ ORDER  -  FIRST
 AA3591  ELLP ORDER  -  FIFTH     CLASS I
 AA3591
 AA3591.This mark is at Kalaupapa Airport  (LUP)
 AA3591
 AA3591.The horizontal coordinates were established by GPS observations
 AA3591.and adjusted by the National Geodetic Survey in November 1994..
 AA3591.No horizontal observational check was made to the station.
 AA3591.The horizontal coordinates are valid at the epoch date displayed above.
 AA3591.The epoch date for horizontal control is a decimal equivalence
 AA3591.of Year/Month/Day.
 AA3591
 AA3591.The orthometric height was determined by GPS observations and a
 AA3591.high-resolution geoid model.
 AA3591.No vertical observational check was made to the station.
 AA3591
 AA3591.GPS derived orthometric heights for airport stations designated as
 AA3591.PACS or SACS are published to 2 decimal places.  This maintains
 AA3591.centimeter relative accuracy between the PACS and SACS.  It does
 AA3591.not indicate centimeter accuracy relative to other marks which are
 AA3591.part of the NAVD 88 network.
 AA3591
 AA3591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3591
 AA3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3591
 AA3591.The ellipsoidal height was determined by GPS observations
 AA3591.and is referenced to NAD 83.
 AA3591
 AA3591.The geoid height was determined by GEOID03.
 AA3591
 AA3591;                    North         East     Units Scale Factor Converg.
 AA3591;SPC HI 2     -    96,982.984   467,724.254   MT  0.99997953   -0 06 44.9
 AA3591;UTM  04      - 2,346,625.220   709,929.906   MT  1.00014463   +0 43 55.0
 AA3591
 AA3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3591!SPC HI 2     -   0.99999643  x   0.99997953  =   0.99997596
 AA3591!UTM  04      -   0.99999643  x   1.00014463  =   1.00014106
 AA3591
 AA3591                          SUPERSEDED SURVEY CONTROL
 AA3591
 AA3591.No superseded survey control is available for this station.
 AA3591
 AA3591_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0993046625(NAD 83)
 AA3591_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3591_SP_SET: CONCRETE PAD
 AA3591_STAMPING: LUPA 1993
 AA3591_MARK LOGO: NOS   
 AA3591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3591+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2004
 AA3591
 AA3591  HISTORY     - Date     Condition        Report By
 AA3591  HISTORY     - 1993     MONUMENTED       NOS
 AA3591  HISTORY     - 19940630 GOOD             NGS
 AA3591  HISTORY     - 20040506 GOOD             COMPA
 AA3591
 AA3591                          STATION DESCRIPTION
 AA3591
 AA3591'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3591'THE STATION IS ON THE KALAUPAPA AIRPORT ON THE ISLAND OF MOLOKAI,
 AA3591'HAWAII. THE TOWN OF KALAUPAPA CAN ONLY BE REACHED BY AIR OR MULE
 AA3591'TRAIL.  THE STATION IS ON THE W SIDE OF THE AIRPORT AT THE APPROACH
 AA3591'END OF RUNWAY 5.  THE STATION IS SET IN AN L SHAPED SLAB OF CONCRETE
 AA3591'23.5 FT (7.2 M) FROM THE W EDGE OF THE PAVEMENT OF THE RUNWAY, 175.7
 AA3591'FT (53.6 M) W OF A SPIKE THAT IS IN THE CENTER OF THE THRESHOLD BAR,
 AA3591'91.7 FT (28.0 M) SE OF A LONE WOOD FENCE POST.
 AA3591
 AA3591                          STATION RECOVERY (1994)
 AA3591
 AA3591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3591'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE AIRPORT NEAR RWY
 AA3591'END 5.  IT IS 175.8 FT (53.6 M) SOUTHWEST OF THE CL END OF RWY 5,
 AA3591'MARKED WITH A SMALL SPIKE, AND 27.0 FT (8.2 M) SOUTHWEST OF THE CL END
 AA3591'OF THE BLAST PAD 5, MARKED WITH A PK N AND W.  IT IS AT THE
 AA3591'WESTERNMOST END OF A 12X16, L-SHAPED CONCRETE PAD WHICH INDICATES
 AA3591'TRAFFIC PATTERN FOR RWY 5.  IT IS AN NOS DISK STAMPED LUP A 1993 SET
 AA3591'IN A DRILLHOLE 1.4 FT (0.4 M) FROM THE END OF THE PAD.
 AA3591
 AA3591                          STATION RECOVERY (2004)
 AA3591
 AA3591'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 AA3591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3283 ***********************************************************************
 TU3283  DESIGNATION -  LUPEHU
 TU3283  PID         -  TU3283
 TU3283  STATE/COUNTY-  HI/MAUI
 TU3283  USGS QUAD   -  
 TU3283
 TU3283                         *CURRENT SURVEY CONTROL
 TU3283  ___________________________________________________________________
 TU3283* NAD 83(1993)-  21 07 00.32335(N)    156 44 09.69076(W)     ADJUSTED  
 TU3283* LOCAL TIDAL -        46.96   (meters)     154.1    (feet)  LEVELING  
 TU3283  ___________________________________________________________________
 TU3283  EPOCH DATE  -        1993.62
 TU3283  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 TU3283  GEOID HEIGHT-          14.98  (meters)                     GEOID03
 TU3283
 TU3283  HORZ ORDER  -  SECOND
 TU3283  VERT ORDER  -  THIRD ?
 TU3283
 TU3283.The horizontal coordinates were established by classical geodetic methods
 TU3283.and adjusted by the National Geodetic Survey in December 1998..
 TU3283.The horizontal coordinates are valid at the epoch date displayed above.
 TU3283.The epoch date for horizontal control is a decimal equivalence
 TU3283.of Year/Month/Day.
 TU3283
 TU3283.The orthometric height was determined by differential leveling.
 TU3283.The vertical network tie was performed by a horz. field party for horz.
 TU3283.obs reductions. Reset procedures were used to establish the elevation.
 TU3283
 TU3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3283
 TU3283.The geoid height was determined by GEOID03.
 TU3283
 TU3283;                    North         East     Units Scale Factor Converg.
 TU3283;SPC HI 2     -    86,734.189   492,794.626   MT  0.99996731   -0 01 30.0
 TU3283;UTM  04      - 2,336,743.877   735,154.367   MT  1.00028340   +0 48 57.7
 TU3283
 TU3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3283!SPC HI 2     -   0.99999026  x   0.99996731  =   0.99995758
 TU3283!UTM  04      -   0.99999026  x   1.00028340  =   1.00027366
 TU3283
 TU3283|---------------------------------------------------------------------|
 TU3283| PID    Reference Object                     Distance      Geod. Az  |
 TU3283|                                                           dddmmss.s |
 TU3283| CN5862 LUPEHU RM 1                           8.870 METERS 06655     |
 TU3283| TU3285 KUMIMI 2                                           2225313.4 |
 TU3283| CN5863 LUPEHU RM 2                           3.846 METERS 32842     |
 TU3283|---------------------------------------------------------------------|
 TU3283
 TU3283                          SUPERSEDED SURVEY CONTROL
 TU3283
 TU3283  NAD 83(1986)-  21 07 00.27766(N)    156 44 09.63474(W) AD(       ) 2
 TU3283  OLD HI      -  21 07 11.80300(N)    156 44 19.75500(W) AD(       ) 2
 TU3283
 TU3283.Superseded values are not recommended for survey control.
 TU3283.NGS no longer adjusts projects to the OLD HI datum.
 TU3283.See file dsdata.txt to determine how the superseded data were derived.
 TU3283
 TU3283_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3515436744(NAD 83)
 TU3283
 TU3283  HISTORY     - Date     Condition        Report By
 TU3283  HISTORY     - 1915     MONUMENTED       HIGS
 TU3283  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3283  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3283
 TU3283                          STATION DESCRIPTION
 TU3283
 TU3283'DESCRIBED BY HAWAII GEODETIC SURVEY 1915 (ERH)
 TU3283'NEAR SOUTHEASTERN COAST OF MOLOKAI, ON A SMALL BUT WELL DEFINED
 TU3283'HILL ABOUT 100 METERS FROM THE SEA, AND ABOUT MIDWAY BETWEEN THE
 TU3283'GULCH KNOWN AS HONOULIMALOO (DRY), AND THE ONE WHERE THE
 TU3283'GOVERNMENT ROAD LEAVES THE SEA, BENDING IN TOWARD HALAWA
 TU3283'VILLAGE.  THE SHARP PINNACLE, PAINTED, STANDING ON WATERS EDGE
 TU3283'OUTSIDE OF GOVERNMENT ROAD ON THE WEST SIDE OF HONOULIMALOO
 TU3283'GULCH (COVE) BEARS S. 25 DEG W. FROM THE STATION, DISTANT 600
 TU3283'METERS.  SUBSURFACE MARK IS A SHORT LENGTH OF PIPE SET
 TU3283'UPRIGHT.  SURFACE MARK IS CONCRETE MONUMENT AND STANDARD
 TU3283'BRONZE DISK AS DESCRIBED IN NOTE 6 1/2.  STATION COVERED BY A
 TU3283'PAINTED CAIRN.  20 METERS EAST OF THE STATION IS A TELEPHONE
 TU3283'POLE.
 TU3283
 TU3283                          STATION RECOVERY (1931)
 TU3283
 TU3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3283'STATION IS ON THE S COAST OF MOLOKAI ISLAND.  IT WAS RECOVERED AS
 TU3283'DESCRIBED.  THE CAIRN WAS REBUILT AND WHITEWASHED.
 TU3283
 TU3283                          STATION RECOVERY (1962)
 TU3283
 TU3283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3283'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, TWO
 TU3283'NEW REFERENCE MARKS WERE ESTABLISHED.
 TU3283'
 TU3283'A COMPLETE DESCRIPTION FOLLOWS.
 TU3283'
 TU3283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3283'46 JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI.  GO EASTERLY ON
 TU3283'STATE HIGHWAY 45 FOR 25.5 MILES TO THE STATION ON THE LEFT AND
 TU3283'ABOUT 100 FEET ABOVE THE ROAD.
 TU3283'
 TU3283'THE STATION IS A STANDARD DISK STAMPED, LUPEHU, SET IN THE TOP
 TU3283'OF A CONCRETE PEDESTAL THAT PROJECTS 15 INCHES, 8.7 FEET WEST
 TU3283'OF A WHITE WITNESS POST.
 TU3283'
 TU3283'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, LUPEHU NO 2
 TU3283'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2.5
 TU3283'FEET 1.9 FEET SOUTH OF A SMALL PINE TREE.
 TU3283'
 TU3283'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, LUPEHU NO 1
 TU3283'1962 CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 TU3283'THE SURFACE OF THE GROUND, 7 FEET NORTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2324 ***********************************************************************
 TU2324  DESIGNATION -  LURE CALIBRATION PT 1977
 TU2324  PID         -  TU2324
 TU2324  STATE/COUNTY-  HI/HAWAII
 TU2324  USGS QUAD   -  MAUNA KEA (1982)
 TU2324
 TU2324                         *CURRENT SURVEY CONTROL
 TU2324  ___________________________________________________________________
 TU2324* NAD 83(1993)-  19 49 23.04948(N)    155 28 10.12444(W)     ADJUSTED  
 TU2324* LOCAL TIDAL -      4201.3    (meters)   13784.     (feet)  VERT ANG  
 TU2324  ___________________________________________________________________
 TU2324  EPOCH DATE  -        1993.62
 TU2324  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 TU2324  GEOID HEIGHT-          26.32  (meters)                     GEOID03
 TU2324
 TU2324  HORZ ORDER  -  SECOND
 TU2324
 TU2324.The horizontal coordinates were established by classical geodetic methods
 TU2324.and adjusted by the National Geodetic Survey in December 1998..
 TU2324.The horizontal coordinates are valid at the epoch date displayed above.
 TU2324.The epoch date for horizontal control is a decimal equivalence
 TU2324.of Year/Month/Day.
 TU2324
 TU2324.The orthometric height was determined by vertical angle observations.
 TU2324
 TU2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2324
 TU2324.The geoid height was determined by GEOID03.
 TU2324
 TU2324;                    North         East     Units Scale Factor Converg.
 TU2324;SPC HI 1     -   109,556.492   503,197.379   MT  0.99996679   +0 00 37.3
 TU2324;UTM  05      - 2,193,793.546   241,330.102   MT  1.00042710   -0 50 16.5
 TU2324
 TU2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2324!SPC HI 1     -   0.99933589  x   0.99996679  =   0.99930270
 TU2324!UTM  05      -   0.99933589  x   1.00042710  =   0.99976271
 TU2324
 TU2324                          SUPERSEDED SURVEY CONTROL
 TU2324
 TU2324  NAD 83(1986)-  19 49 23.03026(N)    155 28 10.15104(W) AD(       ) 2
 TU2324  OLD HI      -  19 49 33.99540(N)    155 28 20.14995(W) AD(       ) 2
 TU2324
 TU2324.Superseded values are not recommended for survey control.
 TU2324.NGS no longer adjusts projects to the OLD HI datum.
 TU2324.See file dsdata.txt to determine how the superseded data were derived.
 TU2324
 TU2324_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4133093794(NAD 83)
 TU2324_MARKER: Z = SEE DESCRIPTION
 TU2324_SETTING: 0 = UNSPECIFIED SETTING
 TU2324
 TU2324  HISTORY     - Date     Condition        Report By
 TU2324  HISTORY     - 1977     MONUMENTED       NGS
 TU2324
 TU2324                          STATION DESCRIPTION
 TU2324
 TU2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2324'STATION IS LOCATED NEAR THE SUMMIT OF MAUNA KEA MOUNTAIN AND
 TU2324'ON THE NORTH WALL OF THE UNIVERSITY OF HAWAII OBSERVATORY.
 TU2324'
 TU2324'TO REACH THE STATION FROM THE POST OFFICE IN HILO, GO
 TU2324'WESTERLY ON STATE HIGHWAY 20 FOR 27.3 MILES TO A PAVED ROAD
 TU2324'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE PAVED ROAD (WHICH
 TU2324'TURNS INTO GRAVEL AT ABOUT THE 9000 FOOT LEVEL) TO THE
 TU2324'SUMMIT, UNIVERSITY OF HAWAII OBSERVATORY AND THE STATION AS
 TU2324'DESCRIBED.
 TU2324'
 TU2324'THE STATION IS THE CENTER OF A REFLECTOR WHICH IS MOUNTED IN
 TU2324'A WOODEN BOX THAT IS 0.25 BY 0.27 METERS IN SIZE AND IS
 TU2324'FASTENED TO THE NORTH WALL OF THE OBSERVATORY AND IS ABOUT
 TU2324'9.546 METERS ABOVE THE GROUND SURFACE.  (NOTE DESC.)
 TU2324'
 TU2324'51209, ARE STANDARD STATION MARK DISKS STAMPED 51209
 TU2324'1977.  THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST FLUSH
 TU2324'WITH THE GROUND SURFACE AND THE UNDERGROUND DISK IS SET IN
 TU2324'AN IRREGULAR MASS OF CONCRETE POST ABOUT 36 INCHES BELOW THE
 TU2324'GROUND SURFACE.  THEY ARE ABOUT 280 FEET NORTHEAST OF THE
 TU2324'ENTRANCE TO THE OBSERVATORY, 71 FEET SOUTH-SOUTHWEST OF A
 TU2324'SMALL METAL DOME BUILDING, 45 FEET WEST-NORTHWEST OF CENTER OF
 TU2324'A GRAVELED ROAD AND 5 FEET EAST-SOUTHEAST OF THE NORTHWEST
 TU2324'EDGE OF THE HILL.  (NOTE 1A, 7A)
 TU2324'
 TU2324'51209 RM 1, STAMPED 51209 NO 1 1977, IS A STANDARD DISK
 TU2324'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 24 BY 30
 TU2324'FOOT SLAB OF CONCRETE WHICH IS FLUSH WITH THE GROUND
 TU2324'SURFACE.  IT IS 103 FEET NORTH-NORTHEAST OF THE ENTRANCE TO
 TU2324'THE OBSERVATORY, 64 FEET NORTH OF THE NORTH EDGE OF THE
 TU2324'OBSERVATORY AND 16 FEET WEST OF A CONCRETE FOUNDATION WHICH IS
 TU2324'ABOUT 6 BY 6 FEET IN SIZE.  (NOTE DESC.)
 TU2324'
 TU2324'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2324'
 TU2324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 TU2324'NORTHWEST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2430 ***********************************************************************
 TU2430  DESIGNATION -  LUU
 TU2430  PID         -  TU2430
 TU2430  STATE/COUNTY-  HI/HAWAII
 TU2430  USGS QUAD   -  PUNALUU (1982)
 TU2430
 TU2430                         *CURRENT SURVEY CONTROL
 TU2430  ___________________________________________________________________
 TU2430* NAD 83(1993)-  19 07 25.63598(N)    155 30 38.04609(W)     ADJUSTED  
 TU2430* LOCAL TIDAL -        15.0    (meters)      49.     (feet)  VERT ANG  
 TU2430  ___________________________________________________________________
 TU2430  EPOCH DATE  -        1993.62
 TU2430  LAPLACE CORR-          -9.91  (seconds)                    DEFLEC99
 TU2430  GEOID HEIGHT-          18.80  (meters)                     GEOID03
 TU2430
 TU2430  HORZ ORDER  -  THIRD
 TU2430
 TU2430.The horizontal coordinates were established by classical geodetic methods
 TU2430.and adjusted by the National Geodetic Survey in December 1998..
 TU2430.The horizontal coordinates are valid at the epoch date displayed above.
 TU2430.The epoch date for horizontal control is a decimal equivalence
 TU2430.of Year/Month/Day.
 TU2430
 TU2430.The orthometric height was determined by vertical angle observations.
 TU2430
 TU2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2430
 TU2430.The geoid height was determined by GEOID03.
 TU2430
 TU2430;                    North         East     Units Scale Factor Converg.
 TU2430;SPC HI 1     -    32,149.891   498,888.099   MT  0.99996668   -0 00 12.5
 TU2430;UTM  05      - 2,116,420.894   235,892.131   MT  1.00046233   -0 49 22.7
 TU2430
 TU2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2430!SPC HI 1     -   0.99999469  x   0.99996668  =   0.99996137
 TU2430!UTM  05      -   0.99999469  x   1.00046233  =   1.00045701
 TU2430
 TU2430:                Primary Azimuth Mark                     Grid Az
 TU2430:SPC HI 1     -  PAHALA HAWAIIAN AG CO MILL STK           023 27 12.5
 TU2430:UTM  05      -  PAHALA HAWAIIAN AG CO MILL STK           024 16 22.7
 TU2430
 TU2430|---------------------------------------------------------------------|
 TU2430| PID    Reference Object                     Distance      Geod. Az  |
 TU2430|                                                           dddmmss.s |
 TU2430| TU2366 PAHALA HAWAIIAN AG CO MILL STK      APPROX. 8.8 KM 0232700.0 |
 TU2430| TU2365 PAHALA HAWAIIAN AG CO STACK         APPROX. 8.9 KM 0233953.0 |
 TU2430| CN5864 LUU RM 1                             18.226 METERS 20153     |
 TU2430| CN5865 LUU RM 2                             15.889 METERS 29723     |
 TU2430| TU2432 HILL PUEHU 1914                     APPROX. 2.1 KM 3512412.2 |
 TU2430|---------------------------------------------------------------------|
 TU2430
 TU2430                          SUPERSEDED SURVEY CONTROL
 TU2430
 TU2430  NAD 83(1986)-  19 07 25.61674(N)    155 30 38.09258(W) AD(       ) 3
 TU2430  OLD HI      -  19 07 36.45500(N)    155 30 48.10600(W) AD(       ) 3
 TU2430
 TU2430.Superseded values are not recommended for survey control.
 TU2430.NGS no longer adjusts projects to the OLD HI datum.
 TU2430.See file dsdata.txt to determine how the superseded data were derived.
 TU2430
 TU2430_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3589216421(NAD 83)
 TU2430_MARKER: DD = SURVEY DISK
 TU2430_SETTING: 0 = UNSPECIFIED SETTING
 TU2430_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2430_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2430
 TU2430  HISTORY     - Date     Condition        Report By
 TU2430  HISTORY     - 1929     MONUMENTED       CGS
 TU2430  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2430  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2430  HISTORY     - 19791001 GOOD             NOS
 TU2430
 TU2430                          STATION DESCRIPTION
 TU2430
 TU2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2430'STANDARD BRONZE DISC SET IN THE TOP OF A LARGE LAVA BOULDER
 TU2430'ABOUT 200 FEET INLAND FROM A LONG, NARROW BIGHT.  BOULDER IN
 TU2430'WHICH MARK IS SET IS ABOUT 6 FEET ABOVE THE GENERAL LEVEL OF
 TU2430'THE LAVA FIELD.  A SMALL FOOT PATH RUNS TO THE STATION.  THE
 TU2430'STATION IS IN THE MIDST OF A ROUGH LAVA FIELD.  STATION IS ABOUT
 TU2430'1520 METERS S. 30-1/2 W. (TRUE) FROM THE DOCK AT PUNALUU HAWAII.
 TU2430'
 TU2430'R. M. NO. 1 IS IN THE TOP OF A LARGE LAVA BOULDER.
 TU2430'
 TU2430'R. M. NO. 2 IS IN THE TOP OF A LARGE LAVA BOULDER.
 TU2430'
 TU2430'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 TU2430
 TU2430                          STATION RECOVERY (1967)
 TU2430
 TU2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2430'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2430'COMPLETE DESCRIPTION FOLLOWS--
 TU2430'
 TU2430'STATION IS LOCATED ALONG THE SOUTH COAST OF THE ISLAND, ABOUT 1
 TU2430'MILE SOUTHWEST OF PUNALUU VILLAGE, ON KOHAAHU POINT, ABOUT 100
 TU2430'FEET WEST INLAND, FROM THE END OF A NARROW CHANNEL, ON TOP OF A
 TU2430'LARGE ROCK WHICH IS ON THE HIGHEST AND MOST PROMINENT POINT IN
 TU2430'THE VICINITY, AND IS AT ABOUT 49 FEET ELEVATION.
 TU2430'
 TU2430'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTHEAST ON
 TU2430'PIKAKE ST. FOR 0.2 MILE.  TURN RIGHT ON STATE HIGHWAY 15 AND GO
 TU2430'0.85 MILE TO JUNCTION WITH STATE HIGHWAY 11.  TURN RIGHT AND GO
 TU2430'SOUTHWEST ON STATE HIGHWAY 11 FOR 3.8 MILES.  TURN LEFT ON THE
 TU2430'PUNALUU ROAD AND GO SOUTHEAST 1.1 MILES TO PUNALUU BLACK SAND
 TU2430'BEACH.  FOLLOW TRACK ROAD SOUTHWEST ALONG POWER LINE FOR 0.7
 TU2430'MILE TO END OF ROAD.  WALK SOUTH ON OLD ROADWAY UP ALONG BEACH
 TU2430'BLUFF FOR ABOUT 200 YARDS TO WHERE ROADWAY BEARS RIGHT, AWAY
 TU2430'FROM BEACH.  FROM HERE FOLLOW TRAIL ACROSS ROCK AREA ABOUT
 TU2430'1/4-MILE TO STATION.
 TU2430'
 TU2430'STATION MARK IS A STANDARD DISK STAMPED LUU 1929, CEMENTED IN A
 TU2430'DRILL HOLE IN THE TOP OF A LARGE CHUNK OF ROCK ABOUT 7 FEET HIGH
 TU2430'AND 10 FEET IN DIAMETER AT THE BASE.
 TU2430'
 TU2430'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1929,
 TU2430'CEMENTED IN A DRILL HOLE IN A 10 X 14-FOOT CHUNK OF ROCK THAT
 TU2430'PROJECTS 4 FEET ABOVE THE GENERAL LEVEL OF ROCKS.  IT IS 9.9 FEET
 TU2430'LOWER THAN STATION MARK.
 TU2430'
 TU2430'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 2 1929,
 TU2430'CEMENTED IN A DRILL HOLE IN A LARGE, ROUND, LAVA CHUNK 14 FEET
 TU2430'IN DIAMETER.  IT PROJECTS 5 FEET ABOVE GENERAL LEVEL OF ROCKS AND
 TU2430'IS 8.7 FEET LOWER THAN STATION MARK.
 TU2430'
 TU2430'PUNALUU, HOKULOA CHURCH SPIRE 1967 IS A SHARP, COPPER SPIRE 4
 TU2430'FEET LONG, MOUNTED ON TOP OF A SQUARE, RED CUPOLA ON SMALL,
 TU2430'STONE CHURCH 12 X 15 FEET IN SIZE.
 TU2430
 TU2430                          STATION RECOVERY (1978)
 TU2430
 TU2430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2430'THE STATION, REFERENCE MARKS AND THE PUNALUU, HOKULOA CHURCH
 TU2430'SPIRE WERE RECOVERED IN GOOD CONDITION.  THE DISKS ARE ALL STAMPED
 TU2430'WITH THE 1929 DATE.
 TU2430'
 TU2430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2430'1 MILE SOUTHWEST OF PUNALUU.
 TU2430
 TU2430                          STATION RECOVERY (1979)
 TU2430
 TU2430'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2430'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD DESCRIPTION AS
 TU2430'DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2250 ***********************************************************************
 TU2250  SACS        -  This is a Secondary Airport Control Station.
 TU2250  TIDAL BM    -  This is a Tidal Bench Mark.
 TU2250  DESIGNATION -  LYMAN
 TU2250  PID         -  TU2250
 TU2250  STATE/COUNTY-  HI/HAWAII
 TU2250  USGS QUAD   -  HILO (1995)
 TU2250
 TU2250                         *CURRENT SURVEY CONTROL
 TU2250  ___________________________________________________________________
 TU2250* NAD 83(1993)-  19 43 21.15214(N)    155 03 16.94965(W)     ADJUSTED  
 TU2250* LOCAL TIDAL -         8.33   (meters)      27.3    (feet)  GPS OBS   
 TU2250  ___________________________________________________________________
 TU2250  EPOCH DATE  -        1993.62
 TU2250  X           -  -5,445,974.515 (meters)                     COMP
 TU2250  Y           -  -2,533,171.701 (meters)                     COMP
 TU2250  Z           -   2,138,817.419 (meters)                     COMP
 TU2250  LAPLACE CORR-         -17.34  (seconds)                    DEFLEC99
 TU2250  ELLIP HEIGHT-          26.31  (meters)          (11/30/94) GPS OBS
 TU2250  GEOID HEIGHT-          17.63  (meters)                     GEOID03
 TU2250
 TU2250  HORZ ORDER  -  FIRST
 TU2250  ELLP ORDER  -  FIFTH     CLASS I
 TU2250
 TU2250.This mark is at Hilo International Airport (ITO)
 TU2250
 TU2250.The horizontal coordinates were established by GPS observations
 TU2250.and adjusted by the National Geodetic Survey in November 1994..
 TU2250.The horizontal coordinates are valid at the epoch date displayed above.
 TU2250.The epoch date for horizontal control is a decimal equivalence
 TU2250.of Year/Month/Day.
 TU2250
 TU2250.The orthometric height was determined by GPS observations and a
 TU2250.high-resolution geoid model.
 TU2250
 TU2250.GPS derived orthometric heights for airport stations designated as
 TU2250.PACS or SACS are published to 2 decimal places.  This maintains
 TU2250.centimeter relative accuracy between the PACS and SACS.  It does
 TU2250.not indicate centimeter accuracy relative to other marks which are
 TU2250.part of the NAVD 88 network.
 TU2250
 TU2250.This Tidal Bench Mark is designated as VM 1757
 TU2250.by the Center for Operational Oceanographic Products and Services.
 TU2250
 TU2250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU2250
 TU2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2250
 TU2250.The ellipsoidal height was determined by GPS observations
 TU2250.and is referenced to NAD 83.
 TU2250
 TU2250.The geoid height was determined by GEOID03.
 TU2250
 TU2250;                    North         East     Units Scale Factor Converg.
 TU2250;SPC HI 1     -    98,489.297   546,678.396   MT  0.99999359   +0 09 01.0
 TU2250;UTM  05      - 2,182,081.745   284,656.813   MT  1.00017321   -0 41 37.2
 TU2250
 TU2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2250!SPC HI 1     -   0.99999586  x   0.99999359  =   0.99998945
 TU2250!UTM  05      -   0.99999586  x   1.00017321  =   1.00016907
 TU2250
 TU2250|---------------------------------------------------------------------|
 TU2250| PID    Reference Object                     Distance      Geod. Az  |
 TU2250|                                                           dddmmss.s |
 TU2250| CN5866 LYMAN RM 1                            7.306 METERS 25604     |
 TU2250| TU2248 GEN LYMAN FLD AP ST A PT            APPROX. 0.7 KM 2621942.8 |
 TU2250| AA3569 LYMAN RM 2                           24.088 METERS 34022     |
 TU2250|---------------------------------------------------------------------|
 TU2250
 TU2250                          SUPERSEDED SURVEY CONTROL
 TU2250
 TU2250  NAD 83(1986)-  19 43 21.11845(N)    155 03 16.96890(W) AD(       ) 2
 TU2250  OLD HI      -  19 43 32.05993(N)    155 03 26.93664(W) AD(       ) 2
 TU2250
 TU2250.Superseded values are not recommended for survey control.
 TU2250.NGS no longer adjusts projects to the OLD HI datum.
 TU2250.See file dsdata.txt to determine how the superseded data were derived.
 TU2250
 TU2250_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8465782082(NAD 83)
 TU2250_MARKER: DD = SURVEY DISK
 TU2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2250_SP_SET: CONCRETE POST
 TU2250_STAMPING: LYMAN 1977
 TU2250_MARK LOGO: NGS   
 TU2250_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2250+STABILITY: SURFACE MOTION
 TU2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2250+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 TU2250
 TU2250  HISTORY     - Date     Condition        Report By
 TU2250  HISTORY     - 1977     MONUMENTED       NGS
 TU2250  HISTORY     - 19930807 GOOD             NOS
 TU2250  HISTORY     - 20040429 GOOD             JCLS
 TU2250  HISTORY     - 20051017 GOOD             HIDT
 TU2250
 TU2250                          STATION DESCRIPTION
 TU2250
 TU2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2250'THE STATION IS LOCATED AT GENERAL LYMAN FIELD IN THE EAST PART
 TU2250'OF HILO, ABOUT 1/10 MILE NORTH OF THE INTERSECTION OF THE MAIN
 TU2250'RUNWAYS OF THE AIRPORT, AND JUST OUTSIDE THE AIRPORT FENCE
 TU2250'NEAR A CURVE IN KAMEHAMEHA AVENUE.
 TU2250'
 TU2250'TO REACH THE STATION FROM THE INTERSECTION OF KANOELEHUA AND
 TU2250'KAMEHAMEHA AVENUES (STATE HIGHWAYS 11 AND 19) IN HILO
 TU2250'GO EAST 0.05 MILE TO A ROAD INTERSECTION AND A TRAFFIC
 TU2250'CIRCLE.  TURN RIGHT, FOLLOW AROUND THE TRAFFIC CIRCLE, AND
 TU2250'CONTINUE EAST ON KAMEHAMEHA AVENUE 0.45 MILE TO A LEFT CURVE IN
 TU2250'THE AVENUE AND THE STATION SITE ON THE RIGHT, BETWEEN THE
 TU2250'GUARDRAIL AND THE AIRPORT FENCE.
 TU2250'
 TU2250'THE SURFACE AND UNDERGROUND STATION MARKS ARE NGS HORIZONTAL
 TU2250'CONTROL DISKS STAMPED LYMAN 1977.  THE UNDERGROUND MARK IS SET
 TU2250'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 4 FEET BELOW
 TU2250'THE SURFACE OF THE GROUND.  THE SURFACE MARK IS SET IN THE
 TU2250'1-FOOT-SQUARE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 TU2250'IS 45 FEET SOUTHEAST OF THE CENTERLINE OF KAMEHAMEHA AVENUE,
 TU2250'27 FEET SOUTHEAST OF THE WEST END OF A GUARDRAIL, AND 7 FEET
 TU2250'NORTHWEST OF A FENCE CORNER.
 TU2250'
 TU2250'REFERENCE MARK 1 IS AN NGS REFERENCE MARK DISK STAMPED LYMAN
 TU2250'NO 1 1977 SET IN THE TOP OF A 1-FOOT-SQUARE CONCRETE POST
 TU2250'FLUSH WITH THE GROUND AND IS 41 FEET SOUTHWEST OF THE
 TU2250'CENTERLINE OF THE AVENUE, 24 FEET SOUTH OF THE WEST END OF THE
 TU2250'GUARDRAIL, 1 FOOT NORTH OF A FENCE, AND ABOUT THE SAME
 TU2250'ELEVATION AS THE STATION MARK.
 TU2250'
 TU2250'REFERENCE MARK 2 IS AN NGS REFERENCE MARK DISK STAMPED LYMAN NO
 TU2250'2 1977 CEMENTED IN A DRILL HOLE IN A LARGE, FLAT, LAVA ROCK
 TU2250'OUTCROP AND IS 36 FEET NORTH OF THE CENTERLINE OF THE AVENUE
 TU2250'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TU2250'
 TU2250'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU2250
 TU2250                          STATION RECOVERY (1993)
 TU2250
 TU2250'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU2250'RECOVERED AS DESCRIBED.
 TU2250
 TU2250                          STATION RECOVERY (2004)
 TU2250
 TU2250'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU2250'RECOVERED IN GOOD CONDITION.
 TU2250
 TU2250                          STATION RECOVERY (2005)
 TU2250
 TU2250'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2005 (CBG)
 TU2250'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3569 ***********************************************************************
 AA3569  FBN         -  This is a Federal Base Network Control Station.
 AA3569  PACS        -  This is a Primary Airport Control Station.
 AA3569  TIDAL BM    -  This is a Tidal Bench Mark.
 AA3569  DESIGNATION -  LYMAN RM 2
 AA3569  PID         -  AA3569
 AA3569  STATE/COUNTY-  HI/HAWAII
 AA3569  USGS QUAD   -  HILO (1995)
 AA3569
 AA3569                         *CURRENT SURVEY CONTROL
 AA3569  ___________________________________________________________________
 AA3569* NAD 83(1993)-  19 43 21.88995(N)    155 03 17.22760(W)     ADJUSTED  
 AA3569* LOCAL TIDAL -         8.25   (meters)      27.1    (feet)  GPS OBS   
 AA3569  ___________________________________________________________________
 AA3569  EPOCH DATE  -        1993.62
 AA3569  X           -  -5,445,970.918 (meters)                     COMP
 AA3569  Y           -  -2,533,161.102 (meters)                     COMP
 AA3569  Z           -   2,138,838.749 (meters)                     COMP
 AA3569  LAPLACE CORR-         -17.34  (seconds)                    DEFLEC99
 AA3569  ELLIP HEIGHT-          26.23  (meters)          (11/30/94) GPS OBS
 AA3569  GEOID HEIGHT-          17.63  (meters)                     GEOID03
 AA3569
 AA3569  HORZ ORDER  -  A
 AA3569  ELLP ORDER  -  THIRD     CLASS II
 AA3569
 AA3569.This mark is at Hilo International Airport (ITO)
 AA3569
 AA3569.The horizontal coordinates were established by GPS observations
 AA3569.and adjusted by the National Geodetic Survey in November 1994..
 AA3569.The horizontal coordinates are valid at the epoch date displayed above.
 AA3569.The epoch date for horizontal control is a decimal equivalence
 AA3569.of Year/Month/Day.
 AA3569
 AA3569.The orthometric height was determined by GPS observations and a
 AA3569.high-resolution geoid model.
 AA3569
 AA3569.GPS derived orthometric heights for airport stations designated as
 AA3569.PACS or SACS are published to 2 decimal places.  This maintains
 AA3569.centimeter relative accuracy between the PACS and SACS.  It does
 AA3569.not indicate centimeter accuracy relative to other marks which are
 AA3569.part of the NAVD 88 network.
 AA3569
 AA3569.This Tidal Bench Mark is designated as VM 1758
 AA3569.by the Center for Operational Oceanographic Products and Services.
 AA3569
 AA3569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3569
 AA3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3569
 AA3569.The ellipsoidal height was determined by GPS observations
 AA3569.and is referenced to NAD 83.
 AA3569
 AA3569.The geoid height was determined by GEOID03.
 AA3569
 AA3569;                    North         East     Units Scale Factor Converg.
 AA3569;SPC HI 1     -    98,511.963   546,670.243   MT  0.99999358   +0 09 00.9
 AA3569;UTM  05      - 2,182,104.533   284,648.994   MT  1.00017325   -0 41 37.3
 AA3569
 AA3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3569!SPC HI 1     -   0.99999588  x   0.99999358  =   0.99998946
 AA3569!UTM  05      -   0.99999588  x   1.00017325  =   1.00016913
 AA3569
 AA3569|---------------------------------------------------------------------|
 AA3569| PID    Reference Object                     Distance      Geod. Az  |
 AA3569|                                                           dddmmss.s |
 AA3569| TU2250 LYMAN                                24.088 METERS 16022     |
 AA3569|---------------------------------------------------------------------|
 AA3569
 AA3569                          SUPERSEDED SURVEY CONTROL
 AA3569
 AA3569.No superseded survey control is available for this station.
 AA3569
 AA3569_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8464982105(NAD 83)
 AA3569_MARKER: DR = REFERENCE MARK DISK
 AA3569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3569_SP_SET: CONCRETE POST
 AA3569_STAMPING: LYMAN NO2 1977
 AA3569_MARK LOGO: NGS   
 AA3569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3569+STABILITY: SURFACE MOTION
 AA3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3569+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 AA3569
 AA3569  HISTORY     - Date     Condition        Report By
 AA3569  HISTORY     - 1977     MONUMENTED       NGS
 AA3569  HISTORY     - 19930807 GOOD             NOS
 AA3569  HISTORY     - 20040429 POOR             JCLS
 AA3569
 AA3569                          STATION DESCRIPTION
 AA3569
 AA3569'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3569'RECOVERED AS DESCRIBED.
 AA3569
 AA3569                          STATION RECOVERY (2004)
 AA3569
 AA3569'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA3569'DISK IS MUTILATED AND CAN NO LONGER BE PLUMBED OVER.  STATION IS
 AA3569'LOCATED ACROSS THE STREET FROM STATION LYMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0419 ***********************************************************************
 TU0419  DESIGNATION -  M
 TU0419  PID         -  TU0419
 TU0419  STATE/COUNTY-  HI/HONOLULU
 TU0419  USGS QUAD   -  HONOLULU (1983)
 TU0419
 TU0419                         *CURRENT SURVEY CONTROL
 TU0419  ___________________________________________________________________
 TU0419* NAD 83(1986)-  21 17 20.     (N)    157 48 44.     (W)     SCALED    
 TU0419* LOCAL TIDAL -        12.253  (meters)      40.20   (feet)  ADJ UNCH  
 TU0419  ___________________________________________________________________
 TU0419  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU0419
 TU0419  VERT ORDER  -  FIRST     CLASS II
 TU0419
 TU0419.The horizontal coordinates were scaled from a topographic map and have
 TU0419.an estimated accuracy of +/- 6 seconds.
 TU0419
 TU0419.The orthometric height was key entered from printed documents
 TU0419.and not key verified.
 TU0419
 TU0419.The geoid height was determined by GEOID03.
 TU0419
 TU0419;                    North         East    Units  Estimated Accuracy
 TU0419;SPC HI 3     -    13,540.      519,490.      MT  (+/- 180 meters Scaled)
 TU0419
 TU0419                          SUPERSEDED SURVEY CONTROL
 TU0419
 TU0419.No superseded survey control is available for this station.
 TU0419
 TU0419_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ232545(NAD 83)
 TU0419_MARKER: Z = SEE DESCRIPTION
 TU0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0419+STABILITY: SURFACE MOTION
 TU0419
 TU0419  HISTORY     - Date     Condition        Report By
 TU0419  HISTORY     - UNK      MONUMENTED
 TU0419  HISTORY     - 1969     GOOD             NGS
 TU0419  HISTORY     - 19990422 GOOD             USPSQD
 TU0419
 TU0419                          STATION DESCRIPTION
 TU0419
 TU0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0419'3.55 MI SE FROM HONOLULU.
 TU0419'3.45 MILES SOUTHEAST ALONG KING STREET FROM THE POST OFFICE AT
 TU0419'HONOLULU, THENCE 0.1 MILE NORTHEAST ALONG WAIALAE AVENUE, AT THE
 TU0419'JUNCTION OF KAPAHULU AVENUE, ALONG THE CENTER LINE OF THE EAST BOUND
 TU0419'LANES OF WAIALAE AVENUE, IN LINE WITH THE CENTER LINE OF KAPAHULU
 TU0419'AVENUE, 35.7 FEET WEST-NORTHWEST OF KAPAHULU AVE-WAIALAE AVE STREET
 TU0419'SIGN POST, 20.8 FEET NORTH OF THE EAST POINT OF A CONCRETE ISLAND
 TU0419'FORMED BY THE STREET AND AVENUE INTERSECTION, IN THE TOP OF A 3-INCH
 TU0419'CONCRETE POST ABOUT 1/2 FOOT UNDERGROUND.  ACCESS TO THE MARK IS THRU
 TU0419'THE REMOVAL OF A 7-INCH CAST IRON MANHOLE COVER.
 TU0419
 TU0419                          STATION RECOVERY (1999)
 TU0419
 TU0419'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0122 ***********************************************************************
 TU0122  DESIGNATION -  M 1
 TU0122  PID         -  TU0122
 TU0122  STATE/COUNTY-  HI/HAWAII
 TU0122  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0122
 TU0122                         *CURRENT SURVEY CONTROL
 TU0122  ___________________________________________________________________
 TU0122* NAD 83(1986)-  19 28 04.     (N)    155 20 35.     (W)     SCALED    
 TU0122* LOCAL TIDAL -      1538.204  (meters)    5046.59   (feet)  ADJ UNCH  
 TU0122  ___________________________________________________________________
 TU0122  GEOID HEIGHT-          24.66  (meters)                     GEOID03
 TU0122
 TU0122  VERT ORDER  -  FIRST     CLASS II
 TU0122
 TU0122.The horizontal coordinates were scaled from a topographic map and have
 TU0122.an estimated accuracy of +/- 6 seconds.
 TU0122
 TU0122.The orthometric height was key entered from printed documents
 TU0122.and not key verified.
 TU0122
 TU0122.The geoid height was determined by GEOID03.
 TU0122
 TU0122;                    North         East    Units  Estimated Accuracy
 TU0122;SPC HI 1     -    70,230.      516,480.      MT  (+/- 180 meters Scaled)
 TU0122
 TU0122                          SUPERSEDED SURVEY CONTROL
 TU0122
 TU0122.No superseded survey control is available for this station.
 TU0122
 TU0122_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB540542(NAD 83)
 TU0122_MARKER: DB = BENCH MARK DISK
 TU0122_SETTING: 66 = SET IN ROCK OUTCROP
 TU0122_SP_SET: BEDROCK
 TU0122_STAMPING: M 1 1926
 TU0122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0122+STABILITY: POSITION/ELEVATION WELL
 TU0122
 TU0122  HISTORY     - Date     Condition        Report By
 TU0122  HISTORY     - 1926     MONUMENTED       CGS
 TU0122  HISTORY     - 1967     GOOD             NGS
 TU0122  HISTORY     - 1975     MARK NOT FOUND   NGS
 TU0122
 TU0122                          STATION DESCRIPTION
 TU0122
 TU0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0122'17 MI WSW FROM MOUNTAIN VIEW.
 TU0122'1.8 MILES WEST ON THE CRATER RIM ROAD FROM THE HAWAII VOLCANOES
 TU0122'NATIONAL PARK HEADQUARTERS, THENCE RIGHT 0.1 MILE TO CROSSROAD AT
 TU0122'STATE HIGHWAY 11.  CONTINUE STRAIGHT AHEAD AS PER SIGN MAUNA LOA STRIP
 TU0122'SCENIC ROAD FOR 1.6 MILES TO ROAD LOOP AT BIRD PARK.  PASS THROUGH
 TU0122'STONE GATEPOSTS AND FOLLOW NARROW, WINDING, MACADAM SCENIC ROAD
 TU0122'UPGRADE FOR 2.6 MILES TO CABLE GATE AND CAUTION SIGN, CONTINUE AHEAD
 TU0122'FOR 2.2 MILES TO TRACK SIDE ROAD RIGHT, AT ABOUT 4890 FEET ELEVATION.
 TU0122'TURN RIGHT AND FOLLOW TRACK ROAD 0.2 MILE TO METAL GATE. PASS THROUGH
 TU0122'GATE AND FOLLOW BLADED ROAD ANGLING AWAY FROM FENCE, NORTHERLY, FOR
 TU0122'0.5 MILE TO CROSSROAD.  GO LEFT 50 YARDS TO SMALL, FENCED POND ON
 TU0122'LEFT.  BEAR RIGHT, CROSS-COUNTRY, FOR 0.1 MILE TO TOP OF RISE AND
 TU0122'BENCH MARK.  200 FEET WEST-NORTHWEST OF WEST CORNER OF POND, 150 FEET
 TU0122'SOUTH OF STOCK TRAIL (PROBABLY THE OLD TRAIL), 100 YARDS SOUTH OF THE
 TU0122'EDGE OF A GROUP OF LARGE KOA TREES, 12 FEET SOUTH OF A LARGE CAIRN, 25
 TU0122'FEET NORTH, UP ON SLOPE, FROM BOTTOM OF SMALL DRAW, AND CEMENTED IN A
 TU0122'DRILL HOLE IN A BLACK BEDROCK OUTCROP PROJECTING 2 FEET ON SOUTH SIDE
 TU0122'AND FLUSH ON NORTH SIDE.
 TU0122
 TU0122                          STATION RECOVERY (1975)
 TU0122
 TU0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TU0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0456 ***********************************************************************
 TU0456  DESIGNATION -  M 10
 TU0456  PID         -  TU0456
 TU0456  STATE/COUNTY-  HI/HONOLULU
 TU0456  USGS QUAD   -  PEARL HARBOR (1983)
 TU0456
 TU0456                         *CURRENT SURVEY CONTROL
 TU0456  ___________________________________________________________________
 TU0456* NAD 83(1986)-  21 21 15.     (N)    157 56 19.     (W)     SCALED    
 TU0456* LOCAL TIDAL -         2.998  (meters)       9.84   (feet)  ADJ UNCH  
 TU0456  ___________________________________________________________________
 TU0456  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU0456
 TU0456  VERT ORDER  -  SECOND    CLASS 0
 TU0456
 TU0456.The horizontal coordinates were scaled from a topographic map and have
 TU0456.an estimated accuracy of +/- 6 seconds.
 TU0456
 TU0456.The orthometric height was key entered from printed documents
 TU0456.and not key verified.
 TU0456
 TU0456.The geoid height was determined by GEOID03.
 TU0456
 TU0456;                    North         East    Units  Estimated Accuracy
 TU0456;SPC HI 3     -    20,760.      506,370.      MT  (+/- 180 meters Scaled)
 TU0456
 TU0456                          SUPERSEDED SURVEY CONTROL
 TU0456
 TU0456.No superseded survey control is available for this station.
 TU0456
 TU0456_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ100617(NAD 83)
 TU0456_MARKER: DB = BENCH MARK DISK
 TU0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0456_SP_SET: BASE
 TU0456_STAMPING: M 10 1966
 TU0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0456+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 TU0456
 TU0456  HISTORY     - Date     Condition        Report By
 TU0456  HISTORY     - 1966     MONUMENTED       CGS
 TU0456  HISTORY     - 20030801 GOOD             GEOCAC
 TU0456
 TU0456                          STATION DESCRIPTION
 TU0456
 TU0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0456'3.4 MI SE FROM PEARL CITY.
 TU0456'ENTER PEARL HARBOR NAVAL BASE THROUGH THE MAKALAPA GATE, TURN RIGHT AT
 TU0456'THE T INTERSECTION, FOLLOW NORTH ROAD FOR 0.1 MILE.  THE MARK IS SET
 TU0456'IN THE CONCRETE AT THE BASE OF THE POLARIS MISSILE USED FOR DISPLAY
 TU0456'PURPOSE NEXT TO THE SUBMARINE BASE DUTY OFFICE (BUILDING NO. 709). THE
 TU0456'DISK IS ON THE EAST SIDE OF THE MISSILE BASE AND 16.5 FEET EAST OF THE
 TU0456'EAST FACE OF BUILDING NO. 709.
 TU0456
 TU0456                          STATION RECOVERY (2003)
 TU0456
 TU0456'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0332 ***********************************************************************
 TU0332  DESIGNATION -  M 11
 TU0332  PID         -  TU0332
 TU0332  STATE/COUNTY-  HI/HONOLULU
 TU0332  USGS QUAD   -  KOKO HEAD (1983)
 TU0332
 TU0332                         *CURRENT SURVEY CONTROL
 TU0332  ___________________________________________________________________
 TU0332* NAD 83(1986)-  21 16 31.     (N)    157 41 36.     (W)     SCALED    
 TU0332* LOCAL TIDAL -        68.016  (meters)     223.15   (feet)  ADJ UNCH  
 TU0332  ___________________________________________________________________
 TU0332  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU0332
 TU0332  VERT ORDER  -  FIRST     CLASS II
 TU0332
 TU0332.The horizontal coordinates were scaled from a topographic map and have
 TU0332.an estimated accuracy of +/- 6 seconds.
 TU0332
 TU0332.The orthometric height was key entered from printed documents
 TU0332.and not key verified.
 TU0332
 TU0332.The geoid height was determined by GEOID03.
 TU0332
 TU0332;                    North         East    Units  Estimated Accuracy
 TU0332;SPC HI 3     -    12,060.      531,830.      MT  (+/- 180 meters Scaled)
 TU0332
 TU0332                          SUPERSEDED SURVEY CONTROL
 TU0332
 TU0332.No superseded survey control is available for this station.
 TU0332
 TU0332_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ355531(NAD 83)
 TU0332_MARKER: DB = BENCH MARK DISK
 TU0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0332_SP_SET: CONCRETE DRAIN
 TU0332_STAMPING: M 11 1969
 TU0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0332
 TU0332  HISTORY     - Date     Condition        Report By
 TU0332  HISTORY     - 1969     MONUMENTED       CGS
 TU0332
 TU0332                          STATION DESCRIPTION
 TU0332
 TU0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0332'4.65 MI SE FROM AINA HAINA.
 TU0332'4.65 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF WEST
 TU0332'HIND DRIVE AT AINA HAINA, AT THE SUMMIT OF A HILL, AT THE
 TU0332'INTERSECTIONS OF A PAVED ROAD SOUTHWEST TO HANAUMA BEACH PARK, A PAVED
 TU0332'ROAD WEST, AND A ROAD NORTHWEST TO KOKO HEAD, IN THE NORTHWEST CORNER
 TU0332'OF CONCRETE DRAIN NO. A 1084, IN A TRIANGLE FORMED BY THE ENTRANCE AND
 TU0332'EXIT ROADS OF THE BEACH, 35.5 FEET SOUTH OF THE CENTER LINE OF THE
 TU0332'HIGHWAY, 16.6 FEET NORTHWEST OF THE CENTER LINE OF THE ENTRANCE ROAD
 TU0332'TO HANAUMA BEACH PARK, 28.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 TU0332'PARK EXIT ROAD, 62 YARDS SOUTHEAST OF THE CENTER LINE OF THE ROAD TO
 TU0332'KOKO HEAD JOB CORPS. CENTER, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0384 ***********************************************************************
 TU0384  DESIGNATION -  M 12
 TU0384  PID         -  TU0384
 TU0384  STATE/COUNTY-  HI/HONOLULU
 TU0384  USGS QUAD   -  HONOLULU (1983)
 TU0384
 TU0384                         *CURRENT SURVEY CONTROL
 TU0384  ___________________________________________________________________
 TU0384* NAD 83(1986)-  21 19 04.     (N)    157 51 04.     (W)     SCALED    
 TU0384* LOCAL TIDAL -        23.103  (meters)      75.80   (feet)  ADJ UNCH  
 TU0384  ___________________________________________________________________
 TU0384  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU0384
 TU0384  VERT ORDER  -  FIRST     CLASS II
 TU0384
 TU0384.The horizontal coordinates were scaled from a topographic map and have
 TU0384.an estimated accuracy of +/- 6 seconds.
 TU0384
 TU0384.The orthometric height was key entered from printed documents
 TU0384.and not key verified.
 TU0384
 TU0384.The geoid height was determined by GEOID03.
 TU0384
 TU0384;                    North         East    Units  Estimated Accuracy
 TU0384;SPC HI 3     -    16,740.      515,450.      MT  (+/- 180 meters Scaled)
 TU0384
 TU0384                          SUPERSEDED SURVEY CONTROL
 TU0384
 TU0384.No superseded survey control is available for this station.
 TU0384
 TU0384_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ191577(NAD 83)
 TU0384_MARKER: DB = BENCH MARK DISK
 TU0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0384_SP_SET: WALL
 TU0384_STAMPING: M 12 1969
 TU0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0384
 TU0384  HISTORY     - Date     Condition        Report By
 TU0384  HISTORY     - 1969     MONUMENTED       CGS
 TU0384  HISTORY     - 19990523 POOR             USPSQD
 TU0384
 TU0384                          STATION DESCRIPTION
 TU0384
 TU0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0384'IN HONOLULU.
 TU0384'AT HONOLULU, 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 61 FROM THE
 TU0384'INTERSECTION OF SOUTH BERETANIA STREET, SET VERTICALLY IN THE
 TU0384'SOUTHWEST FACE OF THE SOUTHEAST CONCRETE WALL OF A PEDESTRAIN
 TU0384'OVERCROSSING, 16.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE
 TU0384'HIGHWAY, 30.2 FEET NORTHEAST OF THE NORTHEAST END OF A BRIDGE OVER
 TU0384'PAIOA STREAM, 7.6 FEET NORTHEAST OF THE SOUTHWEST END OF A METAL
 TU0384'HANDRAIL, 7.0 FEET NORTHWEST OF A CYCLONE FENCE, AND ABOUT 2 1/2 FEET
 TU0384'ABOVE THE GROUND.
 TU0384
 TU0384                          STATION RECOVERY (1999)
 TU0384
 TU0384'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0384'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0248 ***********************************************************************
 TU0248  DESIGNATION -  M 13
 TU0248  PID         -  TU0248
 TU0248  STATE/COUNTY-  HI/HONOLULU
 TU0248  USGS QUAD   -  WAIPAHU (1983)
 TU0248
 TU0248                         *CURRENT SURVEY CONTROL
 TU0248  ___________________________________________________________________
 TU0248* NAD 83(1986)-  21 23 23.     (N)    157 57 34.     (W)     SCALED    
 TU0248* LOCAL TIDAL -         8.081  (meters)      26.51   (feet)  ADJ UNCH  
 TU0248  ___________________________________________________________________
 TU0248  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0248
 TU0248  VERT ORDER  -  FIRST     CLASS II
 TU0248
 TU0248.The horizontal coordinates were scaled from a topographic map and have
 TU0248.an estimated accuracy of +/- 6 seconds.
 TU0248
 TU0248.The orthometric height was key entered from printed documents
 TU0248.and not key verified.
 TU0248
 TU0248.The geoid height was determined by GEOID03.
 TU0248
 TU0248;                    North         East    Units  Estimated Accuracy
 TU0248;SPC HI 3     -    24,700.      504,210.      MT  (+/- 180 meters Scaled)
 TU0248
 TU0248                          SUPERSEDED SURVEY CONTROL
 TU0248
 TU0248.No superseded survey control is available for this station.
 TU0248
 TU0248_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ078656(NAD 83)
 TU0248_MARKER: DB = BENCH MARK DISK
 TU0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0248_SP_SET: STORM DRAIN
 TU0248_STAMPING: M 13 1969
 TU0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0248
 TU0248  HISTORY     - Date     Condition        Report By
 TU0248  HISTORY     - 1969     MONUMENTED       CGS
 TU0248  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 TU0248
 TU0248                          STATION DESCRIPTION
 TU0248
 TU0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0248'0.8 MI SE FROM PEARL CITY.
 TU0248'0.8 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0248'WAIMANO HOME ROAD AT PEARL CITY, AT THE JUNCTION OF MOANALUA ROAD, IN
 TU0248'THE TOP OF THE NORTHWEST CORNER OF A CONCRETE STORM DRAIN, 4.5 FEET
 TU0248'NORTH OF THE NORTH CURB OF THE WEST BOUND LANES OF THE HIGHWAY, 109.0
 TU0248'FEET EAST OF THE CENTER LINE OF THE ROAD, 74.4 FEET WEST OF TELEPHONE
 TU0248'POLE 66, 13.8 FEET SOUTHEAST OF TELEPHONE POLE 67, 3.8 FEET NORTHWEST
 TU0248'OF THE CENTER OF A MANHOLE COVER, AND ABOUT 1/2 FOOT HIGHER THAN THE
 TU0248'HIGHWAY.
 TU0248
 TU0248                          STATION RECOVERY (1995)
 TU0248
 TU0248'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0599 ***********************************************************************
 TU0599  DESIGNATION -  M 14
 TU0599  PID         -  TU0599
 TU0599  STATE/COUNTY-  HI/HONOLULU
 TU0599  USGS QUAD   -  WAIANAE (1983)
 TU0599
 TU0599                         *CURRENT SURVEY CONTROL
 TU0599  ___________________________________________________________________
 TU0599* NAD 83(1986)-  21 27 14.     (N)    158 11 45.     (W)     SCALED    
 TU0599* LOCAL TIDAL -         2.736  (meters)       8.98   (feet)  ADJ UNCH  
 TU0599  ___________________________________________________________________
 TU0599  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU0599
 TU0599  VERT ORDER  -  FIRST     CLASS II
 TU0599
 TU0599.The horizontal coordinates were scaled from a topographic map and have
 TU0599.an estimated accuracy of +/- 6 seconds.
 TU0599
 TU0599.The orthometric height was key entered from printed documents
 TU0599.and not key verified.
 TU0599
 TU0599.The geoid height was determined by GEOID03.
 TU0599
 TU0599;                    North         East    Units  Estimated Accuracy
 TU0599;SPC HI 3     -    31,810.      479,700.      MT  (+/- 180 meters Scaled)
 TU0599
 TU0599                          SUPERSEDED SURVEY CONTROL
 TU0599
 TU0599.No superseded survey control is available for this station.
 TU0599
 TU0599_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ833725(NAD 83)
 TU0599_MARKER: DB = BENCH MARK DISK
 TU0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0599_SP_SET: CULVERT
 TU0599_STAMPING: M 14 1969
 TU0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0599
 TU0599  HISTORY     - Date     Condition        Report By
 TU0599  HISTORY     - 1969     MONUMENTED       CGS
 TU0599  HISTORY     - 20060606 MARK NOT FOUND   HIDT
 TU0599
 TU0599                          STATION DESCRIPTION
 TU0599
 TU0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0599'1.2 MI NW FROM WAIANAE.
 TU0599'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0599'WAIANAE, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEAD WALL
 TU0599'OF CULVERT 900C 0.54, 18.0 FEET NORTHEAST OF THE CENTER LINE OF THE
 TU0599'HIGHWAY, 5.0 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL, 5.0
 TU0599'FEET NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, 39.2 FEET
 TU0599'SOUTHEAST OF POWER POLE 265, 94.2 FEET NORTH AND ACROSS THE HIGHWAY
 TU0599'FROM LIGHT POLE NO. H 506-22, AND
 TU0599
 TU0599                          STATION RECOVERY (2006)
 TU0599
 TU0599'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0599'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0565 ***********************************************************************
 TU0565  DESIGNATION -  M 15
 TU0565  PID         -  TU0565
 TU0565  STATE/COUNTY-  HI/HONOLULU
 TU0565  USGS QUAD   -  
 TU0565
 TU0565                         *CURRENT SURVEY CONTROL
 TU0565  ___________________________________________________________________
 TU0565* NAD 83(1986)-  21 34 30.     (N)    158 16 24.     (W)     SCALED    
 TU0565* LOCAL TIDAL -         6.873  (meters)      22.55   (feet)  ADJ UNCH  
 TU0565  ___________________________________________________________________
 TU0565  GEOID HEIGHT-          14.46  (meters)                     GEOID03
 TU0565
 TU0565  VERT ORDER  -  FIRST     CLASS II
 TU0565
 TU0565.The horizontal coordinates were scaled from a topographic map and have
 TU0565.an estimated accuracy of +/- 6 seconds.
 TU0565
 TU0565.The orthometric height was key entered from printed documents
 TU0565.and not key verified.
 TU0565
 TU0565.The geoid height was determined by GEOID03.
 TU0565
 TU0565;                    North         East    Units  Estimated Accuracy
 TU0565;SPC HI 3     -    45,240.      471,690.      MT  (+/- 180 meters Scaled)
 TU0565
 TU0565                          SUPERSEDED SURVEY CONTROL
 TU0565
 TU0565.No superseded survey control is available for this station.
 TU0565
 TU0565_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ752859(NAD 83)
 TU0565_MARKER: DB = BENCH MARK DISK
 TU0565_SETTING: 66 = SET IN ROCK OUTCROP
 TU0565_SP_SET: ROCKLEDGE
 TU0565_STAMPING: M 15 1969
 TU0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0565+STABILITY: POSITION/ELEVATION WELL
 TU0565
 TU0565  HISTORY     - Date     Condition        Report By
 TU0565  HISTORY     - 1969     MONUMENTED       CGS
 TU0565
 TU0565                          STATION DESCRIPTION
 TU0565
 TU0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0565'11.3 MI W FROM WAIALUA.
 TU0565'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0565'THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 99, THENCE 2.8 MILES WEST
 TU0565'ALONG A DIRT AND ROCK ROAD ALONG A POWER LINE, ABOUT 0.1 MILE WEST OF
 TU0565'THE Y JUNCTION OF A DIRT AND GRAVELED ROAD LEADING UPHILL ALONG A
 TU0565'POWER LINE, 72 FEET NORTH OF THE CENTER LINE OF THE LOWER ONE OF TWO
 TU0565'DIRT ROADS, 57.7 FEET NORTH OF POWER POLE 208, ALONG THE NORTH SIDE OF
 TU0565'A 40- BY 40-FOOT CORAL ROCK OUTCROP WHICH PROJECTS ABOUT 10 FEET ON
 TU0565'THE NORTH SIDE AND ABOUT 6 FEET ON THE SOUTH SIDE, IN THE TOP OF A
 TU0565'CORAL ROCK LEDGE, ABOUT 3 FEET LOWER THAN THE ROAD AND ABOUT 3 FEET
 TU0565'HIGHER THAN THE OCEAN WATER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0482 ***********************************************************************
 TU0482  DESIGNATION -  M 16
 TU0482  PID         -  TU0482
 TU0482  STATE/COUNTY-  HI/HONOLULU
 TU0482  USGS QUAD   -  KAHANA (1983)
 TU0482
 TU0482                         *CURRENT SURVEY CONTROL
 TU0482  ___________________________________________________________________
 TU0482* NAD 83(1986)-  21 33 18.     (N)    157 51 02.     (W)     SCALED    
 TU0482* LOCAL TIDAL -         1.729  (meters)       5.67   (feet)  ADJ UNCH  
 TU0482  ___________________________________________________________________
 TU0482  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU0482
 TU0482  VERT ORDER  -  FIRST     CLASS II
 TU0482
 TU0482.The horizontal coordinates were scaled from a topographic map and have
 TU0482.an estimated accuracy of +/- 6 seconds.
 TU0482
 TU0482.The orthometric height was key entered from printed documents
 TU0482.and not key verified.
 TU0482
 TU0482.The geoid height was determined by GEOID03.
 TU0482
 TU0482;                    North         East    Units  Estimated Accuracy
 TU0482;SPC HI 3     -    43,000.      515,480.      MT  (+/- 180 meters Scaled)
 TU0482
 TU0482                          SUPERSEDED SURVEY CONTROL
 TU0482
 TU0482.No superseded survey control is available for this station.
 TU0482
 TU0482_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ190840(NAD 83)
 TU0482_MARKER: DB = BENCH MARK DISK
 TU0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0482_SP_SET: CULVERT
 TU0482_STAMPING: M 16 1969
 TU0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0482
 TU0482  HISTORY     - Date     Condition        Report By
 TU0482  HISTORY     - 1969     MONUMENTED       CGS
 TU0482
 TU0482                          STATION DESCRIPTION
 TU0482
 TU0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0482'IN KAAAWA.
 TU0482'AT KAAAWA, 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY FROM THE POST
 TU0482'OFFICE, IN THE TOP AND 1.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 TU0482'NORTHEAST CONCRETE HEAD WALL OF A 40-INCH CONCRETE CULVERT, 19.0 FEET
 TU0482'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET SOUTH-SOUTHEAST
 TU0482'OF THE SOUTH CORNER OF A FENCE AROUND HOUSE NO. 51-447, 62.3 FEET EAST
 TU0482'AND ACROSS THE HIGHWAY FROM POWER POLE 249, AND ABOUT 2 1/2 FEET LOWER
 TU0482'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0066 ***********************************************************************
 TU0066  DESIGNATION -  M 20
 TU0066  PID         -  TU0066
 TU0066  STATE/COUNTY-  HI/HAWAII
 TU0066  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0066
 TU0066                         *CURRENT SURVEY CONTROL
 TU0066  ___________________________________________________________________
 TU0066* NAD 83(1986)-  19 32 32.     (N)    155 07 05.     (W)     SCALED    
 TU0066* LOCAL TIDAL -       506.587  (meters)    1662.03   (feet)  ADJ UNCH  
 TU0066  ___________________________________________________________________
 TU0066  GEOID HEIGHT-          19.91  (meters)                     GEOID03
 TU0066
 TU0066  VERT ORDER  -  FIRST     CLASS I
 TU0066
 TU0066.The horizontal coordinates were scaled from a topographic map and have
 TU0066.an estimated accuracy of +/- 6 seconds.
 TU0066
 TU0066.The orthometric height was key entered from printed documents
 TU0066.and not key verified.
 TU0066
 TU0066.The geoid height was determined by GEOID03.
 TU0066
 TU0066;                    North         East    Units  Estimated Accuracy
 TU0066;SPC HI 1     -    78,510.      540,080.      MT  (+/- 180 meters Scaled)
 TU0066
 TU0066                          SUPERSEDED SURVEY CONTROL
 TU0066
 TU0066.No superseded survey control is available for this station.
 TU0066
 TU0066_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB777621(NAD 83)
 TU0066_MARKER: DB = BENCH MARK DISK
 TU0066_SETTING: 66 = SET IN ROCK OUTCROP
 TU0066_SP_SET: LAVA OUTCROP
 TU0066_STAMPING: M 20 1975
 TU0066_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0066+STABILITY: POSITION/ELEVATION WELL
 TU0066
 TU0066  HISTORY     - Date     Condition        Report By
 TU0066  HISTORY     - 1975     MONUMENTED       NGS
 TU0066
 TU0066                          STATION DESCRIPTION
 TU0066
 TU0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0066'0.80 MI SW FROM MOUNTAIN VIEW.
 TU0066'0.80 MILE SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 TU0066'MOUNTAIN VIEW, ACROSS THE HIGHWAY FROM MILEPOST 17, SET IN TOP OF A
 TU0066'LAVA OUTCROP ON THE NORTHEAST SIDE OF HWY., 79.0 FEET SOUTHWEST OF THE
 TU0066'MOST SOUTHWESTERLY ONE OF 2 POWER POLES THAT CONNECT AND SUPPORT 2
 TU0066'LARGE TRANSFORMERS, 53.5 FEET SOUTHEAST AND ACROSS THE HWY. FROM
 TU0066'MILEPOST 17, 26.3 FEET OF THE CENTERLINE OF ST. HWY. 11, 84.0 FEET
 TU0066'NORTHEAST OF THE EXTENDED CENTERLINE OF SIDE ROAD NORTHWEST, AND 2
 TU0066'FEET ABOVE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0168 ***********************************************************************
 TU0168  DESIGNATION -  M 21
 TU0168  PID         -  TU0168
 TU0168  STATE/COUNTY-  HI/HAWAII
 TU0168  USGS QUAD   -  KOKOOLAU (1982)
 TU0168
 TU0168                         *CURRENT SURVEY CONTROL
 TU0168  ___________________________________________________________________
 TU0168* NAD 83(1986)-  19 30 44.     (N)    155 32 11.     (W)     SCALED    
 TU0168* LOCAL TIDAL -      3595.417  (meters)   11795.96   (feet)  ADJ UNCH  
 TU0168  ___________________________________________________________________
 TU0168  GEOID HEIGHT-          27.74  (meters)                     GEOID03
 TU0168
 TU0168  VERT ORDER  -  FIRST     CLASS I
 TU0168
 TU0168.The horizontal coordinates were scaled from a topographic map and have
 TU0168.an estimated accuracy of +/- 6 seconds.
 TU0168
 TU0168.The orthometric height was key entered from printed documents
 TU0168.and not key verified.
 TU0168
 TU0168.The geoid height was determined by GEOID03.
 TU0168
 TU0168;                    North         East    Units  Estimated Accuracy
 TU0168;SPC HI 1     -    75,150.      496,180.      MT  (+/- 180 meters Scaled)
 TU0168
 TU0168                          SUPERSEDED SURVEY CONTROL
 TU0168
 TU0168.No superseded survey control is available for this station.
 TU0168
 TU0168_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB338594(NAD 83)
 TU0168_MARKER: DB = BENCH MARK DISK
 TU0168_SETTING: 66 = SET IN ROCK OUTCROP
 TU0168_SP_SET: LAVA OUTCROP
 TU0168_STAMPING: M 21 1975
 TU0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0168+STABILITY: POSITION/ELEVATION WELL
 TU0168
 TU0168  HISTORY     - Date     Condition        Report By
 TU0168  HISTORY     - 1975     MONUMENTED       NGS
 TU0168
 TU0168                          STATION DESCRIPTION
 TU0168
 TU0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0168'27.50 MI SW FROM VOLCANO.
 TU0168'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0168'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0168'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD,
 TU0168'CONTINUE 11.95 MILES SOUTHWESTERLY ALONG MAUNA LOA TRAIL FROM THE END
 TU0168'OF THE ROAD TO MARK ON RIGHT, IN TOP OF A LAVA OUTCROP, 0.20 MILE
 TU0168'SOUTHWESTERLY OF STEAMING CONE, 18.0 FEET NORTHWEST OF CENTER OF
 TU0168'TRAIL, 21.0 FEET NORTHEAST OF A CAIRN ON TOP OF A LARGE KNOLL, 2.8
 TU0168'FEET NORTHWEST OF A SMALL CAIRN, AND 1 1/2 FEET ABOVE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0861 ***********************************************************************
 TU0861  DESIGNATION -  M 22
 TU0861  PID         -  TU0861
 TU0861  STATE/COUNTY-  HI/MAUI
 TU0861  USGS QUAD   -  MAALAEA (1996)
 TU0861
 TU0861                         *CURRENT SURVEY CONTROL
 TU0861  ___________________________________________________________________
 TU0861* NAD 83(1986)-  20 46 02.     (N)    156 27 32.     (W)     SCALED    
 TU0861* LOCAL TIDAL -         1.981  (meters)       6.50   (feet)  ADJUSTED  
 TU0861  ___________________________________________________________________
 TU0861  GEOID HEIGHT-          16.52  (meters)                     GEOID03
 TU0861
 TU0861  VERT ORDER  -  FIRST     CLASS I
 TU0861
 TU0861.The horizontal coordinates were scaled from a topographic map and have
 TU0861.an estimated accuracy of +/- 6 seconds.
 TU0861
 TU0861.The orthometric height was determined by differential leveling
 TU0861.and adjusted by the National Geodetic Survey in December 2003..
 TU0861
 TU0861.The geoid height was determined by GEOID03.
 TU0861
 TU0861;                    North         East    Units  Estimated Accuracy
 TU0861;SPC HI 2     -    48,050.      521,640.      MT  (+/- 180 meters Scaled)
 TU0861
 TU0861                          SUPERSEDED SURVEY CONTROL
 TU0861
 TU0861.No superseded survey control is available for this station.
 TU0861
 TU0861_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH645984(NAD 83)
 TU0861_MARKER: DV = VERTICAL CONTROL DISK
 TU0861_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0861_SP_SET: CIRCULAR ABUTMENT
 TU0861_STAMPING: M 22 1979
 TU0861_MARK LOGO: NGS   
 TU0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0861
 TU0861  HISTORY     - Date     Condition        Report By
 TU0861  HISTORY     - 1979     MONUMENTED       NGS
 TU0861
 TU0861                          STATION DESCRIPTION
 TU0861
 TU0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0861'1.2 MI NORTH FROM KIHEI.
 TU0861'1.2 MILES NORTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE IN KIHEI,
 TU0861'SET IN A CIRCULAR CONCRETE ABUTMENT PROTECTING FIRE HYDRANT AND WATER
 TU0861'MAIN, 3 FEET EAST OF THE FIRE HYDRANT, 0.5 FEET EAST OF THE WATER
 TU0861'MAIN, 15 FEET WEST OF THE CENTER OF THE HIGHWAY, AND 24 FEET NORTH OF
 TU0861'THE CENTER OF A DRIVEWAY, DIRECTLY ACROSS THE HIGHWAY FROM THE MAUI LU
 TU0861'LONGHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0896 ***********************************************************************
 TU0896  DESIGNATION -  M 23
 TU0896  PID         -  TU0896
 TU0896  STATE/COUNTY-  HI/MAUI
 TU0896  USGS QUAD   -  MAKENA (1995)
 TU0896
 TU0896                         *CURRENT SURVEY CONTROL
 TU0896  ___________________________________________________________________
 TU0896* NAD 83(1986)-  20 42 03.     (N)    156 21 55.     (W)     SCALED    
 TU0896* LOCAL TIDAL -       807.529  (meters)    2649.37   (feet)  ADJUSTED  
 TU0896  ___________________________________________________________________
 TU0896  GEOID HEIGHT-          17.26  (meters)                     GEOID03
 TU0896
 TU0896  VERT ORDER  -  FIRST     CLASS I
 TU0896
 TU0896.The horizontal coordinates were scaled from a topographic map and have
 TU0896.an estimated accuracy of +/- 6 seconds.
 TU0896
 TU0896.The orthometric height was determined by differential leveling
 TU0896.and adjusted by the National Geodetic Survey in December 2003..
 TU0896
 TU0896.The geoid height was determined by GEOID03.
 TU0896
 TU0896;                    North         East    Units  Estimated Accuracy
 TU0896;SPC HI 2     -    40,710.      531,400.      MT  (+/- 180 meters Scaled)
 TU0896
 TU0896                          SUPERSEDED SURVEY CONTROL
 TU0896
 TU0896.No superseded survey control is available for this station.
 TU0896
 TU0896_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH744912(NAD 83)
 TU0896_MARKER: DV = VERTICAL CONTROL DISK
 TU0896_SETTING: 66 = SET IN ROCK OUTCROP
 TU0896_SP_SET: SET IN ROCK OUTCROP
 TU0896_STAMPING: M 23 1979
 TU0896_MARK LOGO: NGS   
 TU0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0896+STABILITY: POSITION/ELEVATION WELL
 TU0896
 TU0896  HISTORY     - Date     Condition        Report By
 TU0896  HISTORY     - 1979     MONUMENTED       NGS
 TU0896
 TU0896                          STATION DESCRIPTION
 TU0896
 TU0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0896'5.2 MILES SOUTH ALONG HIGHWAY 37 FROM THE KEALAHOU SCHOOL IN WAIAKOA,
 TU0896'SET IN LAVA FLOW OUTCROP, 14 FEET EAST OF THE CENTERLINE OF THE
 TU0896'HIGHWAY, 14 FEET WEST OF A UTILITY POLE AND 9 FEET ABOVE THE ROAD.
 TU0896'
 TU0896'NOTE=DISCOVERED AFTER ITS ESTABLISHING, MARK WILL BE DESTROYED BY
 TU0896'CONSTRUCTION.  M 23 RESET 1979 SET NEARBY.  9 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0897 ***********************************************************************
 TU0897  DESIGNATION -  M 23 RESET
 TU0897  PID         -  TU0897
 TU0897  STATE/COUNTY-  HI/MAUI
 TU0897  USGS QUAD   -  MAKENA (1995)
 TU0897
 TU0897                         *CURRENT SURVEY CONTROL
 TU0897  ___________________________________________________________________
 TU0897* NAD 83(1986)-  20 42 03.     (N)    156 21 54.     (W)     SCALED    
 TU0897* LOCAL TIDAL -       808.800  (meters)    2653.54   (feet)  ADJUSTED  
 TU0897  ___________________________________________________________________
 TU0897  GEOID HEIGHT-          17.26  (meters)                     GEOID03
 TU0897
 TU0897  VERT ORDER  -  FIRST     CLASS I
 TU0897
 TU0897.The horizontal coordinates were scaled from a topographic map and have
 TU0897.an estimated accuracy of +/- 6 seconds.
 TU0897
 TU0897.The orthometric height was determined by differential leveling
 TU0897.and adjusted by the National Geodetic Survey in December 2003..
 TU0897.No vertical observational check was made to the station.
 TU0897
 TU0897.The geoid height was determined by GEOID03.
 TU0897
 TU0897;                    North         East    Units  Estimated Accuracy
 TU0897;SPC HI 2     -    40,710.      531,430.      MT  (+/- 180 meters Scaled)
 TU0897
 TU0897                          SUPERSEDED SURVEY CONTROL
 TU0897
 TU0897.No superseded survey control is available for this station.
 TU0897
 TU0897_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH744912(NAD 83)
 TU0897_MARKER: DV = VERTICAL CONTROL DISK
 TU0897_SETTING: 66 = SET IN ROCK OUTCROP
 TU0897_SP_SET: SET IN ROCK OUTCROP
 TU0897_STAMPING: M 23 RESET 1979
 TU0897_MARK LOGO: NGS   
 TU0897_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0897+STABILITY: POSITION/ELEVATION WELL
 TU0897
 TU0897  HISTORY     - Date     Condition        Report By
 TU0897  HISTORY     - 1979     MONUMENTED       NGS
 TU0897
 TU0897                          STATION DESCRIPTION
 TU0897
 TU0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0897'5.2 MILES SOUTH ALONG HIGHWAY 37 FROM THE KEALAHOU SCHOOL IN WAIAKOA,
 TU0897'SET IN LAVA FLOW OUTCROP INSIDE FENCELINE, 35 FEET EAST OF THE CENTER
 TU0897'OF THE HIGHWAY, 17.3 FEET NORTHEAST OF POWER LINE POLE NUMBER 14, AND
 TU0897'9 FEET EAST OF THE FENCELINE.  14 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0583 ***********************************************************************
 TU0583  DESIGNATION -  M 245
 TU0583  PID         -  TU0583
 TU0583  STATE/COUNTY-  HI/HONOLULU
 TU0583  USGS QUAD   -  HAUULA (1983)
 TU0583
 TU0583                         *CURRENT SURVEY CONTROL
 TU0583  ___________________________________________________________________
 TU0583* NAD 83(1993)-  21 30 48.39545(N)    158 00 42.14065(W)     ADJUSTED  
 TU0583* LOCAL TIDAL -       336.677  (meters)    1104.58   (feet)  ADJ UNCH  
 TU0583  ___________________________________________________________________
 TU0583  EPOCH DATE  -        1993.62
 TU0583  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 TU0583  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0583
 TU0583  HORZ ORDER  -  SECOND
 TU0583  VERT ORDER  -  FIRST     CLASS II
 TU0583
 TU0583.The horizontal coordinates were established by classical geodetic methods
 TU0583.and adjusted by the National Geodetic Survey in December 1998..
 TU0583.The horizontal coordinates are valid at the epoch date displayed above.
 TU0583.The epoch date for horizontal control is a decimal equivalence
 TU0583.of Year/Month/Day.
 TU0583
 TU0583.The orthometric height was key entered from printed documents
 TU0583.and not key verified.
 TU0583
 TU0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0583
 TU0583.The geoid height was determined by GEOID03.
 TU0583
 TU0583;                    North         East     Units Scale Factor Converg.
 TU0583;SPC HI 3     -    38,395.270   498,787.173   MT  0.99999002   -0 00 15.5
 TU0583;UTM  04      - 2,379,297.291   602,360.622   MT  0.99972947   +0 21 44.9
 TU0583
 TU0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0583!SPC HI 3     -   0.99994464  x   0.99999002  =   0.99993466
 TU0583!UTM  04      -   0.99994464  x   0.99972947  =   0.99967412
 TU0583
 TU0583                          SUPERSEDED SURVEY CONTROL
 TU0583
 TU0583  NAD 83(1986)-  21 30 48.34547(N)    158 00 42.15169(W) AD(       ) 2
 TU0583  OLD HI      -  21 30 59.76300(N)    158 00 52.04762(W) AD(       ) 2
 TU0583
 TU0583.Superseded values are not recommended for survey control.
 TU0583.NGS no longer adjusts projects to the OLD HI datum.
 TU0583.See file dsdata.txt to determine how the superseded data were derived.
 TU0583
 TU0583_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0236179297(NAD 83)
 TU0583_MARKER: DB = BENCH MARK DISK
 TU0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0583_STAMPING: M 245 1962
 TU0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0583+STABILITY: SURFACE MOTION
 TU0583
 TU0583  HISTORY     - Date     Condition        Report By
 TU0583  HISTORY     - 1962     MONUMENTED       CGS
 TU0583  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0583  HISTORY     - 1969     GOOD             NGS
 TU0583
 TU0583                          STATION DESCRIPTION
 TU0583
 TU0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0583'0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM THE POST OFFICE
 TU0583'IN WAHIAWA, THENCE 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 80,
 TU0583'THENCE 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 804.  25 FEET
 TU0583'NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY, 2.7 FEET WEST-SOUTHWEST
 TU0583'OF POWER POLE NO. 33, IN LINE WITH THE POWER LINE, AT THE BASE
 TU0583'OF A SMALL BANK SLOPING UP TO PINEAPPLE FIELD, AND SET IN THE
 TU0583'TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS ABOUT
 TU0583'10 INCHES ABOVE GROUND.
 TU0583
 TU0583                          STATION RECOVERY (1969)
 TU0583
 TU0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0583'1.5 MI NE FROM WAHIAWA.
 TU0583'0.1 MILE SOUTHWEST ON CALIFORNIA STREET FROM THE POST OFFICE IN
 TU0583'WAHIAWA, THENCE 0.85 MILE NORTHWEST ON STATE HIGHWAY 80, THENCE 1.6
 TU0583'MILES NORTHEAST ON STATE HIGHWAY 804.  25 FEET NORTH OF THE CENTER OF
 TU0583'THE HIGHWAY, 3 FEET WEST OF POWER LINE POLE 3, AND SET IN THE TOP OF A
 TU0583'12-INCH CONCRETE CYLINDER WHICH PROJECTS 1.2 FEET ABOVE THE GROUND
 TU0583'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0700 ***********************************************************************
 TU0700  DESIGNATION -  M 33 RADAR
 TU0700  PID         -  TU0700
 TU0700  STATE/COUNTY-  HI/KAUAI
 TU0700  USGS QUAD   -  KEKAHA (1983)
 TU0700
 TU0700                         *CURRENT SURVEY CONTROL
 TU0700  ___________________________________________________________________
 TU0700* NAD 83(1993)-  22 01 30.00985(N)    159 46 59.32078(W)     ADJUSTED  
 TU0700* LOCAL TIDAL -         8.866  (meters)      29.09   (feet)  ADJ UNCH  
 TU0700  ___________________________________________________________________
 TU0700  EPOCH DATE  -        1993.62
 TU0700  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 TU0700  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0700
 TU0700  HORZ ORDER  -  THIRD
 TU0700  VERT ORDER  -  SECOND    CLASS 0
 TU0700
 TU0700.The horizontal coordinates were established by classical geodetic methods
 TU0700.and adjusted by the National Geodetic Survey in December 1998..
 TU0700.The horizontal coordinates are valid at the epoch date displayed above.
 TU0700.The epoch date for horizontal control is a decimal equivalence
 TU0700.of Year/Month/Day.
 TU0700
 TU0700.The orthometric height was key entered from printed documents
 TU0700.and not key verified.
 TU0700
 TU0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0700
 TU0700.The geoid height was determined by GEOID03.
 TU0700
 TU0700;                    North         East     Units Scale Factor Converg.
 TU0700;SPC HI 4     -    21,250.298   470,767.208   MT  1.00000055   -0 06 22.3
 TU0700;UTM  04      - 2,435,801.569   419,175.503   MT  0.99968071   -0 17 37.3
 TU0700
 TU0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0700!SPC HI 4     -   0.99999607  x   1.00000055  =   0.99999662
 TU0700!UTM  04      -   0.99999607  x   0.99968071  =   0.99967678
 TU0700
 TU0700                          SUPERSEDED SURVEY CONTROL
 TU0700
 TU0700  NAD 83(1986)-  22 01 29.97495(N)    159 46 59.34654(W) AD(       ) 3
 TU0700  OLD HI      -  22 01 41.25085(N)    159 47 09.39018(W) AD(       ) 3
 TU0700
 TU0700.Superseded values are not recommended for survey control.
 TU0700.NGS no longer adjusts projects to the OLD HI datum.
 TU0700.See file dsdata.txt to determine how the superseded data were derived.
 TU0700
 TU0700_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1917635802(NAD 83)
 TU0700_MARKER: DB = BENCH MARK DISK
 TU0700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0700_SP_SET: BUILDING
 TU0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0700
 TU0700  HISTORY     - Date     Condition        Report By
 TU0700  HISTORY     - 1968     MONUMENTED       CGS
 TU0700  HISTORY     - 1968     GOOD             NGS
 TU0700
 TU0700                          STATION DESCRIPTION
 TU0700
 TU0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0700'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU0700'FACILITY, GO SOUTH ON NOHILI ROAD SOUTH FOR 0.2 MILE TO PALA
 TU0700'PLACE.  TURN LEFT AND GO EAST ON PALA PLACE FOR 0.05 MILE TO
 TU0700'KALANAMAHIKI PLACE SOUTH.  TURN RIGHT AND GO SOUTH ON KALANAMAHIKI
 TU0700'PLACE SOUTH FOR 0.2 MILE TO LALANA PLACE.  TURN RIGHT AND GO WEST
 TU0700'ON LALANA PLACE FOR 0.1 MILE.  TURN LEFT AND GO SOUTH ON AN
 TU0700'ASPHALT ROAD FOR 0.1 MILE TO A LARGE ASPHALT AREA AND THE STATION
 TU0700'NEAR THE SOUTHWEST CORNER.
 TU0700'
 TU0700'THE M 33 RADAR IS AN 8-FOOT, WHITE-PAINTED MESH DISH, MOUNTED ON
 TU0700'THE ROOF OF VAN NO. 97-19749, WHICH IS THE SECOND VAN NORTH OF THE
 TU0700'SOUTHWEST CORNER OF THE ASPHALT AREA.
 TU0700'
 TU0700'A CONNECTION WAS MADE TO TRIANGULATION STATION BARK 1964, DISTANCE
 TU0700'BEING 40.351 METERS (132.385 FEET) NORTH-NORTHEAST OF STATION
 TU0700'BARK.  TANGENTS WERE OBSERVED ON THE BASE OF THE RADAR.
 TU0700
 TU0700                          STATION RECOVERY (1968)
 TU0700
 TU0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0700'IN BARKING SANDS PMRF.
 TU0700'0.2 MILE SOUTH ALONG NOHILI ROAD SOUTH FROM THE MAIN GATE OF THE
 TU0700'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.05 MILE EAST
 TU0700'ALONG PALA PLACE, THENCE 0.2 MILE SOUTH ALONG KALANAMAHIKI PLACE
 TU0700'SOUTH, THENCE 0.1 MILE WEST ALONG LALANA PLACE, THENCE 0.1 MILE SOUTH
 TU0700'ALONG AN ASPHALT ROAD.  AN ELEVATION WAS ESTABLISHED ON THE HORIZONTAL
 TU0700'AXIS OF AN 8-FOOT, WHITE-PAINTED MESH DISH, MOUNTED ON THE ROOF OF VAN
 TU0700'NO. 97-19749, WHICH IS THE SECOND VAN NORTH OF THE SOUTHWEST CORNER OF
 TU0700'A LARGE ASPHALT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0180 ***********************************************************************
 TU0180  DESIGNATION -  M 5
 TU0180  PID         -  TU0180
 TU0180  STATE/COUNTY-  HI/MAUI
 TU0180  USGS QUAD   -  WAILUKU (1997)
 TU0180
 TU0180                         *CURRENT SURVEY CONTROL
 TU0180  ___________________________________________________________________
 TU0180* NAD 83(1986)-  20 52 41.     (N)    156 27 40.     (W)     SCALED    
 TU0180* LOCAL TIDAL -        11.281  (meters)      37.01   (feet)  ADJ UNCH  
 TU0180  ___________________________________________________________________
 TU0180  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU0180
 TU0180  VERT ORDER  -  FIRST     CLASS II
 TU0180
 TU0180.The horizontal coordinates were scaled from a topographic map and have
 TU0180.an estimated accuracy of +/- 6 seconds.
 TU0180
 TU0180.The orthometric height was key entered from printed documents
 TU0180.and not key verified.
 TU0180
 TU0180.The geoid height was determined by GEOID03.
 TU0180
 TU0180;                    North         East    Units  Estimated Accuracy
 TU0180;SPC HI 2     -    60,320.      521,390.      MT  (+/- 180 meters Scaled)
 TU0180
 TU0180                          SUPERSEDED SURVEY CONTROL
 TU0180
 TU0180.No superseded survey control is available for this station.
 TU0180
 TU0180_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ641107(NAD 83)
 TU0180_MARKER: DB = BENCH MARK DISK
 TU0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0180_STAMPING: M 5 1950
 TU0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0180+STABILITY: SURFACE MOTION
 TU0180
 TU0180  HISTORY     - Date     Condition        Report By
 TU0180  HISTORY     - 1950     MONUMENTED       CGS
 TU0180  HISTORY     - 1968     GOOD             CGS
 TU0180  HISTORY     - 1979     MARK NOT FOUND   NGS
 TU0180  HISTORY     - 19791004 MARK NOT FOUND   LOCENG
 TU0180
 TU0180                          STATION DESCRIPTION
 TU0180
 TU0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0180'1 MI SE FROM KAHULUI.
 TU0180'1.0 MILE SOUTHEAST ON STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 TU0180'HIGHWAYS 32 AND 35 IN KAHULUI, AT A FIELD CROSSROAD AND AT NORTH SIDE
 TU0180'OF FIRST CANEFIELD AT SOUTHEAST EDGE OF TOWN.  IN A LOW AREA IN THE
 TU0180'NORTH ANGLE OF THE CROSSROAD INTERSECTION, UNDER THE SPREAD OF A LARGE
 TU0180'KIAWE TREE, AND IN KOA BRUSH.  42.0 FEET NORTHEAST OF CENTER LINE OF
 TU0180'HIGHWAY, 24.5 FEET NORTHWEST OF CENTER LINE OF FIELD ROAD, 97.5 FEET
 TU0180'NORTHWEST OF A POWER POLE, 88 FEET NORTH-NORTHWEST OF THE FIRST TREE
 TU0180'OF THE 2 ROWS OF LARGE TREES BORDERING THE HIGHWAY, 143 FEET SOUTHEAST
 TU0180'OF A DRIVEWAY TO HOUSE AT 497 PUUNENE AVE., 14.3 FEET NORTH OF A
 TU0180'HIGHWAY STOP SIGN, 23 FEET SOUTH OF BASE OF THE LARGE KIAWE, 16 INCHES
 TU0180'SOUTHWEST OF A WHITE WITNESS POST, ABOUT 85 YARDS SOUTHEAST OF HAWAII
 TU0180'STREET, 2 FEET NORTHEAST OF A SMALL DIRT LEDGE 16 INCHES HIGHER THAN
 TU0180'THE MARK, 3 FEET LOWER THAN HIGHWAY, AND SET IN THE TOP OF A
 TU0180'10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES, AND IS
 TU0180'PAINTED YELLOW.  NOTE-- WHEN RECOVERED THE MARK WAS UNDER A 12-INCH
 TU0180'COVER OF FILL DIRT.
 TU0180
 TU0180                          STATION RECOVERY (1979)
 TU0180
 TU0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0180'MARK NOT FOUND.
 TU0180
 TU0180                          STATION RECOVERY (1979)
 TU0180
 TU0180'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 TU0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3494 ***********************************************************************
 AA3494  DESIGNATION -  M 5 RESET
 AA3494  PID         -  AA3494
 AA3494  STATE/COUNTY-  HI/MAUI
 AA3494  USGS QUAD   -  WAILUKU (1997)
 AA3494
 AA3494                         *CURRENT SURVEY CONTROL
 AA3494  ___________________________________________________________________
 AA3494* NAD 83(1986)-  20 52 41.     (N)    156 27 40.     (W)     SCALED    
 AA3494* LOCAL TIDAL -        12.27   (meters)      40.3    (feet)  RESET     
 AA3494  ___________________________________________________________________
 AA3494  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 AA3494
 AA3494  VERT ORDER  -  THIRD
 AA3494
 AA3494.The horizontal coordinates were scaled from a topographic map and have
 AA3494.an estimated accuracy of +/- 6 seconds.
 AA3494
 AA3494.The orthometric height was computed from unverified reset data.
 AA3494
 AA3494.The geoid height was determined by GEOID03.
 AA3494
 AA3494;                    North         East    Units  Estimated Accuracy
 AA3494;SPC HI 2     -    60,320.      521,390.      MT  (+/- 180 meters Scaled)
 AA3494
 AA3494                          SUPERSEDED SURVEY CONTROL
 AA3494
 AA3494.No superseded survey control is available for this station.
 AA3494
 AA3494_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ641107(NAD 83)
 AA3494_MARKER: DV = VERTICAL CONTROL DISK
 AA3494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3494_STAMPING: M 5 RESET 1977
 AA3494_MARK LOGO: NGS   
 AA3494_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3494+STABILITY: SURFACE MOTION
 AA3494
 AA3494  HISTORY     - Date     Condition        Report By
 AA3494  HISTORY     - 1977     MONUMENTED       LOCENG
 AA3494  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 AA3494
 AA3494                          STATION DESCRIPTION
 AA3494
 AA3494'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (HK)
 AA3494'IN KAHULUI, 880 FEET (268.2 M) NORTHWEST OF THE CENTERLINE
 AA3494'INTERSECTION OF STATE HIGHWAY 35 AND 38 IN KAHULUI, ALONG STATE
 AA3494'HIGHWAY 35 ON THE EAST SIDE AT THE SOUTHWEST CORNER OF A HOLLOW BLOCK
 AA3494'WALL BORDERING THE LOT AT 497 PUUNENE AVENUE, 1.0 FOOT (0.3 M) WEST OS
 AA3494'SAID CORNER, 50.5 FEET (15.4 M) NORTHWEST OF CENTERLINE OF HIGHWAY,
 AA3494'8.0 FEET (2.4 M) SOUTHEAST OF POWER POLE, 24 FEET (7.3 M) SOUTHEAST OF
 AA3494'PINK TECOMA TREE, 165 FEET (50.3 M) SOUTHEAST OF THE CENTERLINE OF
 AA3494'HAWAII STREET, FLUSH WITH THE GROUND.
 AA3494
 AA3494                          STATION RECOVERY (1999)
 AA3494
 AA3494'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA3494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0219 ***********************************************************************
 TU0219  DESIGNATION -  M 6
 TU0219  PID         -  TU0219
 TU0219  STATE/COUNTY-  HI/MAUI
 TU0219  USGS QUAD   -  PAIA (1997)
 TU0219
 TU0219                         *CURRENT SURVEY CONTROL
 TU0219  ___________________________________________________________________
 TU0219* NAD 83(1986)-  20 54 07.     (N)    156 25 17.     (W)     SCALED    
 TU0219* LOCAL TIDAL -        14.865  (meters)      48.77   (feet)  ADJ UNCH  
 TU0219  ___________________________________________________________________
 TU0219  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU0219
 TU0219  VERT ORDER  -  FIRST     CLASS II
 TU0219
 TU0219.The horizontal coordinates were scaled from a topographic map and have
 TU0219.an estimated accuracy of +/- 6 seconds.
 TU0219
 TU0219.The orthometric height was key entered from printed documents
 TU0219.and not key verified.
 TU0219
 TU0219.The geoid height was determined by GEOID03.
 TU0219
 TU0219;                    North         East    Units  Estimated Accuracy
 TU0219;SPC HI 2     -    62,970.      525,520.      MT  (+/- 180 meters Scaled)
 TU0219
 TU0219                          SUPERSEDED SURVEY CONTROL
 TU0219
 TU0219.No superseded survey control is available for this station.
 TU0219
 TU0219_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ682134(NAD 83)
 TU0219_MARKER: DB = BENCH MARK DISK
 TU0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0219_STAMPING: M 6 1950
 TU0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0219+STABILITY: SURFACE MOTION
 TU0219
 TU0219  HISTORY     - Date     Condition        Report By
 TU0219  HISTORY     - 1950     MONUMENTED       CGS
 TU0219  HISTORY     - 1968     GOOD             NGS
 TU0219  HISTORY     - 1973     MARK NOT FOUND   NGS
 TU0219
 TU0219                          STATION DESCRIPTION
 TU0219
 TU0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0219'3 MI SW FROM PAIA.
 TU0219'THE MARK IS LOCATED ON PROPERTY OF THE NAVAL AIR STATION AT KAHULUI
 TU0219'AND LIES ACROSS THE FENCE FROM RUSSIAN CAMP.  IT IS 36.5 FEET WEST OF
 TU0219'THE NORTH ENTRANCE GATE TO THE AIRPORT, 24 FEET EAST OF A PAVED ROAD,
 TU0219'2.8 FEET WEST OF A WIRE FENCE WHICH MARKS THE AIRPORT BOUNDRY LINE AND
 TU0219'2.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A BRONZE DISK, STAMPED M
 TU0219'6 1950, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 TU0219'FOOT.  NOTE-- THE AREA HAS BEEN CONVERTED TO SUGAR CANE FIELDS AND AN
 TU0219'IRRIGATION CANAL IS LOCATED ABOUT WHERE THE MARK IS BELIEVED TO HAVE
 TU0219'BEEN.
 TU0219
 TU0219                          STATION RECOVERY (1973)
 TU0219
 TU0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TU0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1801 ***********************************************************************
 TU1801  DESIGNATION -  MAC
 TU1801  PID         -  TU1801
 TU1801  STATE/COUNTY-  HI/KAUAI
 TU1801  USGS QUAD   -  HANAPEPE (1996)
 TU1801
 TU1801                         *CURRENT SURVEY CONTROL
 TU1801  ___________________________________________________________________
 TU1801* NAD 83(1993)-  21 53 23.40008(N)    159 33 31.42822(W)     ADJUSTED  
 TU1801* LOCAL TIDAL -                                                        
 TU1801  ___________________________________________________________________
 TU1801  EPOCH DATE  -        1993.62
 TU1801  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 TU1801  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU1801
 TU1801  HORZ ORDER  -  THIRD
 TU1801
 TU1801.The horizontal coordinates were established by classical geodetic methods
 TU1801.and adjusted by the National Geodetic Survey in December 1998..
 TU1801.The horizontal coordinates are valid at the epoch date displayed above.
 TU1801.The epoch date for horizontal control is a decimal equivalence
 TU1801.of Year/Month/Day.
 TU1801
 TU1801
 TU1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1801
 TU1801.The geoid height was determined by GEOID03.
 TU1801
 TU1801;                    North         East     Units Scale Factor Converg.
 TU1801;SPC HI 4     -     6,257.255   493,930.795   MT  0.99999045   -0 01 18.8
 TU1801;UTM  04      - 2,420,738.059   442,282.308   MT  0.99964116   -0 12 29.9
 TU1801
 TU1801                          SUPERSEDED SURVEY CONTROL
 TU1801
 TU1801  NAD 83(1986)-  21 53 23.37805(N)    159 33 31.45063(W) AD(       ) 4
 TU1801  OLD HI      -  21 53 34.68000(N)    159 33 41.51000(W) AD(       ) 3
 TU1801
 TU1801.Superseded values are not recommended for survey control.
 TU1801.NGS no longer adjusts projects to the OLD HI datum.
 TU1801.See file dsdata.txt to determine how the superseded data were derived.
 TU1801
 TU1801_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4228220738(NAD 83)
 TU1801
 TU1801  HISTORY     - Date     Condition        Report By
 TU1801  HISTORY     - 1910     MONUMENTED       CGS
 TU1801  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1801
 TU1801                          STATION DESCRIPTION
 TU1801
 TU1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1801'ON HIGH ROCKY POINT, ABOUT 2-1/2 MILES WEST OF NOMILO.
 TU1801
 TU1801                          STATION RECOVERY (1965)
 TU1801
 TU1801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1801'STATION WAS NOT FOUND AND IS BELIEVED DESTROYED.  THIS AREA IS NOW
 TU1801'COVERED WITH TREES AND AN ANGLE CHECK COULD NOT BE MADE TO LOCATE
 TU1801'EXACT POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1256 ***********************************************************************
 TU1256  DESIGNATION -  MAGIC ISLAND
 TU1256  PID         -  TU1256
 TU1256  STATE/COUNTY-  HI/HONOLULU
 TU1256  USGS QUAD   -  HONOLULU (1983)
 TU1256
 TU1256                         *CURRENT SURVEY CONTROL
 TU1256  ___________________________________________________________________
 TU1256* NAD 83(1993)-  21 17 03.56131(N)    157 50 53.93728(W)     ADJUSTED  
 TU1256* LOCAL TIDAL -         3.8    (meters)      12.     (feet)  GPS OBS   
 TU1256  ___________________________________________________________________
 TU1256  EPOCH DATE  -        1993.62
 TU1256  X           -  -5,506,868.640 (meters)                     COMP
 TU1256  Y           -  -2,241,896.166 (meters)                     COMP
 TU1256  Z           -   2,300,763.184 (meters)                     COMP
 TU1256  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 TU1256  ELLIP HEIGHT-          20.05  (meters)          (11/30/94) GPS OBS
 TU1256  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1256
 TU1256  HORZ ORDER  -  FIRST
 TU1256  ELLP ORDER  -  FIFTH     CLASS I
 TU1256
 TU1256.The horizontal coordinates were established by GPS observations
 TU1256.and adjusted by the National Geodetic Survey in November 1994..
 TU1256.The horizontal coordinates are valid at the epoch date displayed above.
 TU1256.The epoch date for horizontal control is a decimal equivalence
 TU1256.of Year/Month/Day.
 TU1256
 TU1256.The orthometric height was determined by GPS observations and a
 TU1256.high-resolution geoid model.
 TU1256
 TU1256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1256
 TU1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1256
 TU1256.The ellipsoidal height was determined by GPS observations
 TU1256.and is referenced to NAD 83.
 TU1256
 TU1256.The geoid height was determined by GEOID03.
 TU1256
 TU1256;                    North         East     Units Scale Factor Converg.
 TU1256;SPC HI 3     -    13,034.293   515,740.453   MT  0.99999306   +0 03 18.2
 TU1256;UTM  04      - 2,354,050.824   619,470.989   MT  0.99977638   +0 25 05.2
 TU1256
 TU1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1256!SPC HI 3     -   0.99999685  x   0.99999306  =   0.99998991
 TU1256!UTM  04      -   0.99999685  x   0.99977638  =   0.99977323
 TU1256
 TU1256:                Primary Azimuth Mark                     Grid Az
 TU1256:SPC HI 3     -  HONOLULU 1350 ALA MOAN APT ANT           001 36 35.0
 TU1256:UTM  04      -  HONOLULU 1350 ALA MOAN APT ANT           001 14 48.0
 TU1256
 TU1256|---------------------------------------------------------------------|
 TU1256| PID    Reference Object                     Distance      Geod. Az  |
 TU1256|                                                           dddmmss.s |
 TU1256| TU1254 HONOLULU 1350 ALA MOAN APT ANT      APPROX. 0.8 KM 0013953.2 |
 TU1256| CJ8809 MAGIC ISLAND RM 1                     9.745 METERS 00301     |
 TU1256| CJ8810 MAGIC ISLAND RM 2                    10.342 METERS 17434     |
 TU1256|---------------------------------------------------------------------|
 TU1256
 TU1256                          SUPERSEDED SURVEY CONTROL
 TU1256
 TU1256  NAD 83(1986)-  21 17 03.51092(N)    157 50 53.94665(W) AD(       ) 1
 TU1256  OLD HI      -  21 17 14.89778(N)    157 51 03.81857(W) AD(       ) 1
 TU1256
 TU1256.Superseded values are not recommended for survey control.
 TU1256.NGS no longer adjusts projects to the OLD HI datum.
 TU1256.See file dsdata.txt to determine how the superseded data were derived.
 TU1256
 TU1256_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1947154051(NAD 83)
 TU1256_MARKER: DD = SURVEY DISK
 TU1256_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1256_SP_SET: SURROUNDED BY MASS OF CONCRETE
 TU1256_STAMPING: MAGIC ISLAND 1969
 TU1256_MARK LOGO: CGS   
 TU1256_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1256+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 TU1256
 TU1256  HISTORY     - Date     Condition        Report By
 TU1256  HISTORY     - 1969     MONUMENTED       CGS
 TU1256  HISTORY     - 19930813 GOOD             NOS
 TU1256  HISTORY     - 19990321 GOOD             USPSQD
 TU1256  HISTORY     - 20010211 POOR             INDIV
 TU1256  HISTORY     - 20041202 GOOD             JCLS
 TU1256  HISTORY     - 20060305 GOOD             GEOCAC
 TU1256
 TU1256                          STATION DESCRIPTION
 TU1256
 TU1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1256'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF DOWNTOWN
 TU1256'HONOLULU AND 0.4 MILE SOUTH OF THE ALA MOANA SHOPPING CENTER, ON
 TU1256'A CONCRETE SEAWALL IN THE SOUTHWEST PART OF A MAN MADE ISLAND
 TU1256'CALLED MAGIC ISLAND.
 TU1256'
 TU1256'TO REACH FROM THE INTERSECTION OF PALI HIGHWAY AND ALA MOANA
 TU1256'BOULEVARD (NIMITZ HIGHWAY), JUST EAST OF THE ALOHA TOWER IN
 TU1256'HONOLULU, GO SOUTHEASTERLY ON ALA MOANA BOULEVARD FOR 1.05 MILE
 TU1256'TO THE FISHERMANS WHARF RESTAURANT ON THE RIGHT.  CONTINUE AHEAD
 TU1256'ON ALA MOANA BOULEVARD FOR 0.3 MILE TO A SIDE STREET ON THE RIGHT
 TU1256'(NORTHWEST ENTRANCE TO THE ALA MOANA PARK).  TURN RIGHT AND
 TU1256'FOLLOW PARK ROAD SOUTH AND SOUTHEAST FOR 1.1 MILE TO A SIDE ROAD
 TU1256'ON THE RIGHT (ROAD ON EAST SIDE OF PARKING LOT).  TURN RIGHT
 TU1256'AND GO SOUTHERLY FOR 0.2 MILE TO A GATE, PASS THROUGH GATE
 TU1256'AND CONTINUE SOUTHERLY FOR 0.25 MILE, THENCE BEAR RIGHT AND GO
 TU1256'WEST FOR 0.15 MILE TO A SEAWALL AND STATION.
 TU1256'
 TU1256'STATION MARK IS A STANDARD DISK STAMPED MAGIC ISLAND 1969,
 TU1256'CEMENTED IN A DRILL HOLE SET IN A SEAWALL, SET FLUSH.  IT IS 5.9
 TU1256'FEET WEST OF THE EAST EDGE OF SEAWALL, 5.8 FEET EAST OF THE WEST
 TU1256'EDGE OF SEAWALL.  SET IN THE APPROXIMATE CENTER OF SEAWALL NORTH
 TU1256'TO SOUTH.
 TU1256'
 TU1256'REFERENCE MARK 1 A STANDARD DISK STAMPED MAGIC ISLAND 1 1969,
 TU1256'CEMENTED IN A DRILL HOLE SET IN SEAWALL, SET FLUSH.  IT IS 6.2 FEET
 TU1256'EAST OF THE WEST EDGE OF SEAWALL, 5.5 FEET WEST OF THE EAST
 TU1256'EDGE OF THE SEAWALL.
 TU1256'
 TU1256'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAGIC ISLAND NO 2
 TU1256'1969, CEMENTED IN A DRILL HOLE SET IN SEAWALL, SET FLUSH.  IT
 TU1256'IS 7.4 FEET WEST OF THE EAST EDGE OF SEAWALL, 4.3 FEET EAST OF THE
 TU1256'WEST EDGE OF THE SEAWALL.
 TU1256'
 TU1256'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 TU1256
 TU1256                          STATION RECOVERY (1993)
 TU1256
 TU1256'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU1256'RECOVERED AS DESCRIBED.
 TU1256
 TU1256                          STATION RECOVERY (1999)
 TU1256
 TU1256'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1256'RECOVERED IN GOOD CONDITION.
 TU1256
 TU1256                          STATION RECOVERY (2001)
 TU1256
 TU1256'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CEB)
 TU1256'FOR HAWAII, HONOLULU- THE MAGIC ISLAND NO 2. STANDARD DISK HAS BEEN
 TU1256'REMOVED FROM IT'S DRILL HOLE.  THE DISK IS GONE, BUT IT'S SILOHUETTE
 TU1256'IS STILL IN THE CEMENT OF THE SEA WALL ON THE DRILL HOLE.  I LOCATED
 TU1256'MAGIC ISLAND AND MAGIC ISLAND 1 IN GOOD CONDITION WHICH ARE BOTH
 TU1256'WITHIN 10 METERS OF NO 2.
 TU1256
 TU1256                          STATION RECOVERY (2004)
 TU1256
 TU1256'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU1256'RECOVERED IN GOOD CONDITION.
 TU1256
 TU1256                          STATION RECOVERY (2006)
 TU1256
 TU1256'RECOVERY NOTE BY GEOCACHING 2006 (JM)
 TU1256'STATION MARK AND REFERENCE MARK 1 RECOVERED AS DESCRIBED IN GOOD
 TU1256'CONDITION. REFERENCE MARK 2 IS DESTROYED, ONLY DRILL HOLE AND MOUNTING
 TU1256'HARDWARE REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2651 ***********************************************************************
 TU2651  DESIGNATION -  MAHAKUOLO 2
 TU2651  PID         -  TU2651
 TU2651  STATE/COUNTY-  HI/HAWAII
 TU2651  USGS QUAD   -  HONOKAA (1995)
 TU2651
 TU2651                         *CURRENT SURVEY CONTROL
 TU2651  ___________________________________________________________________
 TU2651* NAD 83(1993)-  20 04 56.31718(N)    155 25 22.35436(W)     ADJUSTED  
 TU2651* LOCAL TIDAL -        81.2    (meters)     266.     (feet)  VERT ANG  
 TU2651  ___________________________________________________________________
 TU2651  EPOCH DATE  -        1993.62
 TU2651  LAPLACE CORR-         -12.40  (seconds)                    DEFLEC99
 TU2651  GEOID HEIGHT-          19.49  (meters)                     GEOID03
 TU2651
 TU2651  HORZ ORDER  -  SECOND
 TU2651
 TU2651.The horizontal coordinates were established by classical geodetic methods
 TU2651.and adjusted by the National Geodetic Survey in December 1998..
 TU2651.The horizontal coordinates are valid at the epoch date displayed above.
 TU2651.The epoch date for horizontal control is a decimal equivalence
 TU2651.of Year/Month/Day.
 TU2651
 TU2651.The orthometric height was determined by vertical angle observations.
 TU2651
 TU2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2651
 TU2651.The geoid height was determined by GEOID03.
 TU2651
 TU2651;                    North         East     Units Scale Factor Converg.
 TU2651;SPC HI 1     -   138,256.052   508,066.309   MT  0.99996747   +0 01 35.3
 TU2651;UTM  05      - 2,222,430.074   246,628.376   MT  1.00039353   -0 49 56.6
 TU2651
 TU2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2651!SPC HI 1     -   0.99998417  x   0.99996747  =   0.99995164
 TU2651!UTM  05      -   0.99998417  x   1.00039353  =   1.00037770
 TU2651
 TU2651:                Primary Azimuth Mark                     Grid Az
 TU2651:SPC HI 1     -  PAAUILO STACK                            117 48 40.6
 TU2651:UTM  05      -  PAAUILO STACK                            118 40 12.5
 TU2651
 TU2651|---------------------------------------------------------------------|
 TU2651| PID    Reference Object                     Distance      Geod. Az  |
 TU2651|                                                           dddmmss.s |
 TU2651| TU2643 PAAUILO STACK                       APPROX. 7.4 KM 1175015.9 |
 TU2651| CN5867 MAHAKUOLO 2 RM 1                     15.665 METERS 13212     |
 TU2651| TU2652 PAAUHAU SUGAR CO STACK              APPROX. 1.4 KM 2930354.3 |
 TU2651| CN5868 MAHAKUOLO 2 RM 2                      4.237 METERS 33656     |
 TU2651|---------------------------------------------------------------------|
 TU2651
 TU2651                          SUPERSEDED SURVEY CONTROL
 TU2651
 TU2651  NAD 83(1986)-  20 04 56.30409(N)    155 25 22.34897(W) AD(       ) 2
 TU2651  OLD HI      -  20 05 07.33800(N)    155 25 32.34800(W) AD(       ) 2
 TU2651
 TU2651.Superseded values are not recommended for survey control.
 TU2651.NGS no longer adjusts projects to the OLD HI datum.
 TU2651.See file dsdata.txt to determine how the superseded data were derived.
 TU2651
 TU2651_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4662822430(NAD 83)
 TU2651_MARKER: Z = SEE DESCRIPTION
 TU2651_SETTING: 0 = UNSPECIFIED SETTING
 TU2651
 TU2651  HISTORY     - Date     Condition        Report By
 TU2651  HISTORY     - 1948     MONUMENTED       CGS
 TU2651  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2651
 TU2651                          STATION DESCRIPTION
 TU2651
 TU2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2651'ESTABLISHED BY U.S.C. AND G.S. IN 1948 AND IS LOCATED IN THE
 TU2651'HAMAKUA DISTRICT ON THE NORTHERN PART OF THE ISLAND OF HAWAII
 TU2651'ONE MILE EAST OF PAAUHAU MILL AND 0.15 INLAND FROM THE COAST.
 TU2651'
 TU2651'THE STATION IS LOCATED ON A FAIRLY PROMINENT RISE OF LAND
 TU2651'IN A SMALL ROCKY WASTE AREA SURROUNDED BY CANE AND IS IN THE
 TU2651'SAME VICINITY OF THE OLD H.T.S. STATION MAHAKUOLO WHICH IS
 TU2651'LOST.  MAHAKUOLO 2 IS MARKED WITH A STANDARD DISK CEMENTED IN
 TU2651'DRILL-HOLE IN SOLID ROCK AND STAMPED MAHAKUOLO 2 1948.
 TU2651'
 TU2651'REFERENCE MARK NO. 1 IS CEMENTED IN DRILL-HOLE ON TOP OF
 TU2651'A SQUARE CONCRETE BOX FROM WHICH A CONCRETE DITCH RUNS IN A
 TU2651'SOUTHERLY DIRECTION.
 TU2651'
 TU2651'REFERENCE MARK NO. 2 IS CEMENTED IN A DRILL-HOLE IN SOLID ROCK
 TU2651'ABOUT THREE FEET LOWER THAN THE STATION.
 TU2651'
 TU2651'TO REACH THE STATION FROM HONOKAA VILLAGE PROCEED EASTERLY
 TU2651'ALONG THE MAIN ROAD TO HILO A DISTANCE OF ABOUT 1.5 MILES TO THE
 TU2651'ROAD WHICH TURNS DOWN TO PAAUHAU MILL.  THIS ROAD FOLLOWS THE
 TU2651'EAST BANK OF A DEEP GULCH FOR ABOUT A MILE THEN TURNS RIGHT
 TU2651'ABOUT ONE HALF MILE MORE TO PAAUHAU MILL.  JUST BEFORE REACHING
 TU2651'THE MILL TURN RIGHT INTO A DEEP GULCH AND CONTINUE ALONG A
 TU2651'PLANTATION ROAD RUNNING PARALLEL TO THE SEA FOR ABOUT 0.7 MILE
 TU2651'TO A 2-FOOT CONCRETE DITCH RUNNING DOWN TOWARDS THE SEA.  WALK
 TU2651'DOWN THE DITCH ABOUT 700 FEET ALONG A GRADUAL SLOPE TO A
 TU2651'SHARP DROP IN THE TERRAIN.  FROM THIS POINT TURN WEST 50 FEET
 TU2651'INTO THE CANE FIELD TO THE STATION.
 TU2651
 TU2651                          STATION RECOVERY (1967)
 TU2651
 TU2651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2651'STATION WAS DESTROYED AND REPLACED BY MAHAKUOLO 3 1967 WHICH IS
 TU2651'ABOUT 50 FEET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2650 ***********************************************************************
 TU2650  DESIGNATION -  MAHAKUOLO 3 1967
 TU2650  PID         -  TU2650
 TU2650  STATE/COUNTY-  HI/HAWAII
 TU2650  USGS QUAD   -  HONOKAA (1995)
 TU2650
 TU2650                         *CURRENT SURVEY CONTROL
 TU2650  ___________________________________________________________________
 TU2650* NAD 83(1993)-  20 04 55.99538(N)    155 25 21.92415(W)     ADJUSTED  
 TU2650* LOCAL TIDAL -        81.     (meters)     266.     (feet)  SCALED    
 TU2650  ___________________________________________________________________
 TU2650  EPOCH DATE  -        1993.62
 TU2650  LAPLACE CORR-         -12.40  (seconds)                    DEFLEC99
 TU2650  GEOID HEIGHT-          19.49  (meters)                     GEOID03
 TU2650
 TU2650  HORZ ORDER  -  SECOND
 TU2650
 TU2650.The horizontal coordinates were established by classical geodetic methods
 TU2650.and adjusted by the National Geodetic Survey in December 1998..
 TU2650.The horizontal coordinates are valid at the epoch date displayed above.
 TU2650.The epoch date for horizontal control is a decimal equivalence
 TU2650.of Year/Month/Day.
 TU2650
 TU2650.The orthometric height was scaled from a topographic map.
 TU2650
 TU2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2650
 TU2650.The geoid height was determined by GEOID03.
 TU2650
 TU2650;                    North         East     Units Scale Factor Converg.
 TU2650;SPC HI 1     -   138,246.162   508,078.813   MT  0.99996747   +0 01 35.5
 TU2650;UTM  05      - 2,222,419.994   246,640.735   MT  1.00039345   -0 49 56.4
 TU2650
 TU2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2650!SPC HI 1     -   0.99998420  x   0.99996747  =   0.99995168
 TU2650!UTM  05      -   0.99998420  x   1.00039345  =   1.00037765
 TU2650
 TU2650:                Primary Azimuth Mark                     Grid Az
 TU2650:SPC HI 1     -  PAAUILO STACK                            117 47 19.0
 TU2650:UTM  05      -  PAAUILO STACK                            118 38 50.9
 TU2650
 TU2650|---------------------------------------------------------------------|
 TU2650| PID    Reference Object                     Distance      Geod. Az  |
 TU2650|                                                           dddmmss.s |
 TU2650| TU2643 PAAUILO STACK                       APPROX. 7.4 KM 1174854.5 |
 TU2650|---------------------------------------------------------------------|
 TU2650
 TU2650                          SUPERSEDED SURVEY CONTROL
 TU2650
 TU2650  NAD 83(1986)-  20 04 55.98205(N)    155 25 21.91871(W) AD(       ) 2
 TU2650  OLD HI      -  20 05 07.01630(N)    155 25 31.91650(W) AD(       ) 2
 TU2650
 TU2650.Superseded values are not recommended for survey control.
 TU2650.NGS no longer adjusts projects to the OLD HI datum.
 TU2650.See file dsdata.txt to determine how the superseded data were derived.
 TU2650
 TU2650_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4664122420(NAD 83)
 TU2650_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2650
 TU2650  HISTORY     - Date     Condition        Report By
 TU2650  HISTORY     - 1967     MONUMENTED       CGS
 TU2650
 TU2650                          STATION DESCRIPTION
 TU2650
 TU2650'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2650'STATION IS LOCATED IN THE NORTHERN PART OF THE ISLAND, ABOUT 1
 TU2650'MILE EAST OF PAAUHAU VILLAGE AND 700 FEET INLAND FROM SEACOAST,
 TU2650'ON A SLIGHTLY ROUNDED HIGH POINT IN A CANE FIELD, JUST BEFORE
 TU2650'HILL BREAKS QUITE STEEPLY DOWN TO NORTHEAST.
 TU2650'
 TU2650'TO REACH STATION FROM THE POST OFFICE IN PAAUILO, GO NORTHWEST ON
 TU2650'STATE HIGHWAY 19 FOR 4.9 MILES TO PAVED CROSSROAD AT HIGHWAY SIGN
 TU2650'ELEV 1000 FEET.  TURN RIGHT AND GO DOWNGRADE FOR 1.3 MILES TO
 TU2650'T-JUNCTION.  TURN SHARP RIGHT AND GO 0.25 MILE TO SIDE ROAD LEFT
 TU2650'(THIS IS THE 5TH CANE ROAD GOING LEFT).  TURN SHARP LEFT AND GO
 TU2650'0.15 MILE TO END OF TRUCK TRAVEL 57 FEET BEFORE BREAK IN CANE
 TU2650'ROAD WHERE IT BEGINS VERY STEEP DROP DOWN TO NORTHEAST.  WALK
 TU2650'LEFT, NORTHWEST, ACROSS CANE FIELD FOR 62 FEET TO STATION.
 TU2650'
 TU2650'STATION MARK IS A STANDARD DISK STAMPED MAHAKUOLO 3 1967, SET IN
 TU2650'THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS
 TU2650'1 INCH ABOVE GROUND.  IT IS 62.0 FEET NORTHWEST OF CENTER LINE
 TU2650'OF CANE ROAD, 400 FEET SOUTHWEST, UPGRADE, FROM IRONWOOD TREES
 TU2650'ALONG EDGE OF FIELD, AND 15 INCHES NORTHEAST OF A 2-INCH, IRON
 TU2650'PIPE THAT IS 15 FEET HIGH AND HAS A RED METAL FLAG WITH YELLOW
 TU2650'DIAMOND IN CENTER MOUNTED ON TOP.  THE PIPE IS SET IN A MASS OF
 TU2650'CONCRETE ABOUT 2 FEET SQUARE.  AN OLD SECTION OF CONCRETE SLAB
 TU2650'3 FEET LONG EXTENDS ON AN ANGLE FROM THE GROUND 2 FEET
 TU2650'NORTHWEST OF STATION MARK.
 TU2650'
 TU2650'UNDERGROUND MARK IS A STANDARD DISK STAMPED MAHAKUOLO 3 1967,
 TU2650'SET IN CONCRETE ABOUT 3 FEET BELOW GROUND LEVEL.
 TU2650'
 TU2650'NO REFERENCE MARKS WERE ESTABLISHED AS SUGAR CANE IS PLANTED UP
 TU2650'TO STATION ALL AROUND.
 TU2650'
 TU2650'NOTE--THIS STATION WAS ESTABLISHED TO REPLACE DESTROYED STATION
 TU2650'MAHAKUOLO 2 1948 WHICH WAS ABOUT 50 FEET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2066 ***********************************************************************
 TU2066  DESIGNATION -  MAHANA RESET
 TU2066  PID         -  TU2066
 TU2066  STATE/COUNTY-  HI/HAWAII
 TU2066  USGS QUAD   -  KA LAE (1982)
 TU2066
 TU2066                         *CURRENT SURVEY CONTROL
 TU2066  ___________________________________________________________________
 TU2066* NAD 83(1993)-  18 56 35.39044(N)    155 38 52.48663(W)     ADJUSTED  
 TU2066* LOCAL TIDAL -        80.8    (meters)     265.     (feet)  VERT ANG  
 TU2066  ___________________________________________________________________
 TU2066  EPOCH DATE  -        1993.62
 TU2066  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 TU2066  GEOID HEIGHT-          14.98  (meters)                     GEOID03
 TU2066
 TU2066  HORZ ORDER  -  SECOND
 TU2066
 TU2066.The horizontal coordinates were established by classical geodetic methods
 TU2066.and adjusted by the National Geodetic Survey in December 1998..
 TU2066.The horizontal coordinates are valid at the epoch date displayed above.
 TU2066.The epoch date for horizontal control is a decimal equivalence
 TU2066.of Year/Month/Day.
 TU2066
 TU2066.The orthometric height was determined by vertical angle observations.
 TU2066
 TU2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2066
 TU2066.The geoid height was determined by GEOID03.
 TU2066
 TU2066;                    North         East     Units Scale Factor Converg.
 TU2066;SPC HI 1     -    12,163.362   484,421.174   MT  0.99996967   -0 02 52.9
 TU2066;UTM  05      - 2,096,631.620   221,134.080   MT  1.00056144   -0 51 36.5
 TU2066
 TU2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2066!SPC HI 1     -   0.99998494  x   0.99996967  =   0.99995461
 TU2066!UTM  05      -   0.99998494  x   1.00056144  =   1.00054638
 TU2066
 TU2066|---------------------------------------------------------------------|
 TU2066| PID    Reference Object                     Distance      Geod. Az  |
 TU2066|                                                           dddmmss.s |
 TU2066| CN5869 MAHANA RM 1                          20.238 METERS 02116     |
 TU2066| CN5870 MAHANA RM 2                           7.316 METERS 09533     |
 TU2066| TU2068 TANK                                APPROX. 2.1 KM 2863941.6 |
 TU2066| TU2072 UMIS AHU RESET                      APPROX. 5.0 KM 3044052.2 |
 TU2066| TU2069 ROAD TANK                           APPROX. 3.8 KM 3221956.1 |
 TU2066|---------------------------------------------------------------------|
 TU2066
 TU2066                          SUPERSEDED SURVEY CONTROL
 TU2066
 TU2066  NAD 83(1986)-  18 56 35.37561(N)    155 38 52.53881(W) AD(       ) 2
 TU2066  OLD HI      -  18 56 46.16900(N)    155 39 02.56000(W) AD(       ) 2
 TU2066
 TU2066.Superseded values are not recommended for survey control.
 TU2066.NGS no longer adjusts projects to the OLD HI datum.
 TU2066.See file dsdata.txt to determine how the superseded data were derived.
 TU2066
 TU2066_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA2113496632(NAD 83)
 TU2066_MARKER: DD = SURVEY DISK
 TU2066_SETTING: 0 = UNSPECIFIED SETTING
 TU2066_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2066
 TU2066  HISTORY     - Date     Condition        Report By
 TU2066  HISTORY     - 1967     MONUMENTED       CGS
 TU2066  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2066  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2066  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2066  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2066  HISTORY     - 19791001 GOOD             NOS
 TU2066
 TU2066                          STATION DESCRIPTION
 TU2066
 TU2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2066'IN SOUTHERN KA-U, IN KAMAOA, ON A PROMINENT SMOOTH GRASSY HILL
 TU2066'3 MILES NORTHEAST OF KA LAE, THE SOUTH POINT OF HAWAII, AND
 TU2066'740 METERS N. 28 DEG W. FROM TOP OF ERODED HILL WHICH IS AT
 TU2066'THE HEAD OF A DEEP BAY.  MARKED BY A CROSS AND A DRILL HOLE IN
 TU2066'A ROCK SET IN THE GROUND, AND COVERED BY A STONE CAIRN 8 FEET
 TU2066'HIGH.
 TU2066
 TU2066                          STATION RECOVERY (1938)
 TU2066
 TU2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2066'LOCATION OF STATION--IN THE SOUTHERN PART OF KAU ON A PROMINENT
 TU2066'SMOOTH GRASSY HILL 3 MILES NORTHEAST FROM KALAE LIGHT HOUSE
 TU2066'AND ABOUT 3/4 MILE FROM THE SEA.
 TU2066'
 TU2066'OLD STATION MARK FOUND--DRILL HOLE IN CENTER OF + CUT IN LARGE
 TU2066'STONE OVER WHICH WAS A PILE OF STONES.
 TU2066'
 TU2066'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR
 TU2066'CONCRETE MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR
 TU2066'2 FEET LONG SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT
 TU2066'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE
 TU2066'STEEL BAR).
 TU2066
 TU2066                          STATION RECOVERY (1949)
 TU2066
 TU2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2066'AT THE TIME OF THIS SURVEY AN IRON BAR PROJECTING ABOUT 2 FEET
 TU2066'FROM THE TOP OF A TRIANGULAR PLATFORM WAS DRILLED AND USED AS
 TU2066'THE STATION.  A NEW DESCRIPTION FOLLOWS--
 TU2066'
 TU2066'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF KALAE (SOUTH
 TU2066'POINT), ABOUT 0.6 MILE NORTH OF PAPAKOLEA BAY AND ON THE SUMMIT
 TU2066'OF A LOW GRASSY HILL.
 TU2066'
 TU2066'TO REACH FROM THE SCHOOL HOUSE AND CHURCH, IN THE VILLAGE OF
 TU2066'WAIOHINU.  GO WEST AND NORTH, ON THE ROAD WHICH LEADS TOWARD
 TU2066'CAPTAIN COOK, FOR 4.0 MILES.  TURN LEFT, AS PER THE SIGN
 TU2066'READING SOUTH POINT, AND GO SOUTHERLY FOR 10.4 MILES.  CONTINUE
 TU2066'STRAIGHT AHEAD, SOUTHEASTERLY, FOR 0.6 MILE TO AN ABANDONED
 TU2066'ARMY CAMP.  TURN RIGHT AND GO SOUTHERLY FOR 0.5 MILE TO THE
 TU2066'BEACH.  TURN LEFT, ON A POOR TRACK ROAD, AND GO EASTERLY FOR
 TU2066'0.5 MILE.  PASS THROUGH A BOARD GATE AND FOLLOW THE BEACH ROAD
 TU2066'EASTERLY FOR 2.0 MILES.  PASS THROUGH A BOARD GATE, TURN LEFT
 TU2066'AND GO NORTHERLY, ACROSS COUNTRY, FOR 0.4 MILE TO THE SUMMIT OF
 TU2066'THE LOW HILL AND THE STATION.
 TU2066'
 TU2066'THE STATION IS THE CENTER OF A SOLID 1-1/2 INCH IRON BAR WHICH
 TU2066'PROJECTS ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2066'CONCRETE WHICH IS ABOUT 6 FEET ON EACH SIDE AND WHICH PROJECTS
 TU2066'ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 TU2066'
 TU2066'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MAHANA NO
 TU2066'1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2066'ABOUT 2 INCHES AND IS LOCATED AT ABOUT THE SAME ELEVATION AS
 TU2066'THE STATION.
 TU2066'
 TU2066'THE HAWAII TERRITORY SURVEY REPORTS THAT THE ORIGINAL MARK, A
 TU2066'DRILL HOLE IN THE CENTER OF A CROSS, WAS RECOVERED IN 1938, AND A
 TU2066'1-1/2 INCH BAR WAS PLACED VERTICALLY OVER THE OLD MARK, WHICH OLD
 TU2066'MARK COULD BE SIGHTED THROUGH AN OPENING IN THE CONCRETE SLAB.
 TU2066
 TU2066                          STATION RECOVERY (1967)
 TU2066
 TU2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2066'STATION AND REFERENCE MARK WERE RECOVERED.  THE 2-INCH IRON
 TU2066'SHAFT WAS FOUND RUSTED OFF FROM THE STATION PLATFORM.  IT
 TU2066'WAS NOT POSSIBLE TO SEE THE ORIGINAL DRILL HOLE MARK IN THE HOLE
 TU2066'IN CENTER OF THE PLATFORM.  THE STATION WAS RE-MARKED WITH A
 TU2066'STANDARD DISK IN CENTER OF HOLE IN PLATFORM AND ONE NEW
 TU2066'REFERENCE MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 TU2066'FOLLOWS--
 TU2066'
 TU2066'STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF NAALEHU,
 TU2066'3 MILES NORTHEAST OF THE EXTREME SOUTH TIP OF THE ISLAND, AND
 TU2066'1/2 MILE NORTH OF MAHANA BAY, AT ABOUT 258 FEET ELEVATION, ON
 TU2066'A GRASSY HILL IN OPEN PASTURE LAND.
 TU2066'
 TU2066'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU2066'STATE HIGHWAY 11 FOR 5.8 MILES.  TURN LEFT AND GO SOUTH ON MACADAM
 TU2066'ROAD FOR 9.1 MILES TO THE SOUTH POINT TRACKING STATION.  CONTINUE
 TU2066'AHEAD FOR 1.2 MILES TO FORK.  TAKE LEFT FORK AND GO EAST 0.85
 TU2066'MILE TO END OF MACADAM ROAD.  GO SOUTH ON TRACK ROAD 0.2 MILE TO
 TU2066'A BOAT LAUNCHING RAMP.  GO LEFT ALONG COAST ROAD FOR 2.0 MILES TO
 TU2066'CATTLEGUARD.  CONTINUE FOR 0.5 MILE TO SECOND CATTLEGUARD,
 TU2066'CROSS IT AND GO LEFT, CROSS-COUNTRY, FOR 0.45 MILE TO TOP OF HILL
 TU2066'AND STATION.
 TU2066'
 TU2066'STATION MARK IS A STANDARD DISK STAMPED MAHANA HGS 1898 1967, SET
 TU2066'IN CEMENT IN CENTER OF 3-1/2-INCH HOLE AT CENTER OF A TRIANGULAR,
 TU2066'CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE AND PROJECTING 4
 TU2066'INCHES.  STATION IS ABOUT 500 FEET EAST OF A FENCE LINE AND IS
 TU2066'SURROUNDED BY A LARGE, CIRCULAR, STONE WALL ABOUT 3 FEET HIGH.
 TU2066'
 TU2066'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAHANA NO 1
 TU2066'1948, CEMENTED IN A DRILL HOLE IN AN 8-INCH BOULDER THAT PROJECTS 2
 TU2066'INCHES AND IS AT ABOUT SAME ELEVATION AS STATION MARK.
 TU2066'
 TU2066'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAHANA HGS
 TU2066'1898 NO 2 1967, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU2066'10-INCH-DIAMETER BOULDER THAT PROJECTS 3 INCHES.  IT IS 1.4
 TU2066'FEET LOWER THAN STATION MARK.
 TU2066
 TU2066                          STATION RECOVERY (1979)
 TU2066
 TU2066'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2066'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TU2066'DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3323 ***********************************************************************
 TU3323  DESIGNATION -  MAHILIKUA
 TU3323  PID         -  TU3323
 TU3323  STATE/COUNTY-  HI/MAUI
 TU3323  USGS QUAD   -  
 TU3323
 TU3323                         *CURRENT SURVEY CONTROL
 TU3323  ___________________________________________________________________
 TU3323* NAD 83(1993)-  21 03 55.61854(N)    156 48 41.88652(W)     ADJUSTED  
 TU3323* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3323  ___________________________________________________________________
 TU3323  EPOCH DATE  -        1993.62
 TU3323  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 TU3323  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3323
 TU3323  HORZ ORDER  -  THIRD
 TU3323
 TU3323.The horizontal coordinates were established by classical geodetic methods
 TU3323.and adjusted by the National Geodetic Survey in December 1998..
 TU3323.The horizontal coordinates are valid at the epoch date displayed above.
 TU3323.The epoch date for horizontal control is a decimal equivalence
 TU3323.of Year/Month/Day.
 TU3323
 TU3323.The orthometric height was scaled from a topographic map.
 TU3323
 TU3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3323
 TU3323.The geoid height was determined by GEOID03.
 TU3323
 TU3323;                    North         East     Units Scale Factor Converg.
 TU3323;SPC HI 2     -    81,059.050   484,934.640   MT  0.99996947   -0 03 07.6
 TU3323;UTM  04      - 2,330,952.422   727,376.149   MT  1.00023894   +0 47 12.9
 TU3323
 TU3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3323!SPC HI 2     -   0.99999751  x   0.99996947  =   0.99996698
 TU3323!UTM  04      -   0.99999751  x   1.00023894  =   1.00023645
 TU3323
 TU3323:                Primary Azimuth Mark                     Grid Az
 TU3323:SPC HI 2     -  MAPULEHU                                 079 24 55.0
 TU3323:UTM  04      -  MAPULEHU                                 078 34 34.5
 TU3323
 TU3323|---------------------------------------------------------------------|
 TU3323| PID    Reference Object                     Distance      Geod. Az  |
 TU3323|                                                           dddmmss.s |
 TU3323| TU3321 MAPULEHU                            APPROX. 1.0 KM 0792147.4 |
 TU3323| TU3326 KALUAAHA CHURCH                     APPROX. 0.9 KM 2832453.9 |
 TU3323|---------------------------------------------------------------------|
 TU3323
 TU3323                          SUPERSEDED SURVEY CONTROL
 TU3323
 TU3323  NAD 83(1986)-  21 03 55.57245(N)    156 48 41.83421(W) AD(       ) 3
 TU3323  OLD HI      -  21 04 07.01000(N)    156 48 51.89000(W) AD(       ) 3
 TU3323
 TU3323.Superseded values are not recommended for survey control.
 TU3323.NGS no longer adjusts projects to the OLD HI datum.
 TU3323.See file dsdata.txt to determine how the superseded data were derived.
 TU3323
 TU3323_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2737630952(NAD 83)
 TU3323
 TU3323  HISTORY     - Date     Condition        Report By
 TU3323  HISTORY     - 1925     MONUMENTED       HIGS
 TU3323  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3323
 TU3323                          STATION DESCRIPTION
 TU3323
 TU3323'DESCRIBED BY HAWAII GEODETIC SURVEY 1925 (RWW)
 TU3323'IN 1925 THIS STATION WAS SEARCHED FOR AND NOT FOUND, AND IT
 TU3323'SEEMED PROBABLY THAT THE LAND ORIGINALLY SURROUNDING THE STATION
 TU3323'HAD BEEN CARRIED AWAY BY WAVE ACTION, AND THE STATION LOST
 TU3323'THROUGH EROSION.
 TU3323
 TU3323                          STATION RECOVERY (1962)
 TU3323
 TU3323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3323'IN THE PREVIOUS DESCRIPTION THE STATION WAS REPORTED LOST DUE
 TU3323'TO EROSION.
 TU3323'
 TU3323'THE LOCATION IS ALONG A SANDY BEACH ON THE SOUTH SHORE OF
 TU3323'MOLOKAI AND THE STATION IS BELIEVED TO HAVE BEEN DESTROYED BY
 TU3323'THE ACTION OF STORM WAVES WHICH HAS CAUSED CONSIDERABLE
 TU3323'RECESSION OF THE SHORELINE.
 TU3323'
 TU3323'A SEARCH REVEALED NO TRACE OF THE STATION MARK, WHICH WAS A 4 X 4
 TU3323'REDWOOD POST REFERENCED BY CROSSES ON 3 STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1556 ***********************************************************************
 TU1556  DESIGNATION -  MAHOE
 TU1556  PID         -  TU1556
 TU1556  STATE/COUNTY-  HI/HONOLULU
 TU1556  USGS QUAD   -  KAENA (1983)
 TU1556
 TU1556                         *CURRENT SURVEY CONTROL
 TU1556  ___________________________________________________________________
 TU1556* NAD 83(1993)-  21 34 48.92312(N)    158 12 49.26602(W)     ADJUSTED  
 TU1556* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1556  ___________________________________________________________________
 TU1556  EPOCH DATE  -        1993.62
 TU1556  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 TU1556  GEOID HEIGHT-          14.69  (meters)                     GEOID03
 TU1556
 TU1556  HORZ ORDER  -  THIRD
 TU1556
 TU1556.The horizontal coordinates were established by classical geodetic methods
 TU1556.and adjusted by the National Geodetic Survey in December 1998..
 TU1556.The horizontal coordinates are valid at the epoch date displayed above.
 TU1556.The epoch date for horizontal control is a decimal equivalence
 TU1556.of Year/Month/Day.
 TU1556
 TU1556.The orthometric height was scaled from a topographic map.
 TU1556
 TU1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1556
 TU1556.The geoid height was determined by GEOID03.
 TU1556
 TU1556;                    North         East     Units Scale Factor Converg.
 TU1556;SPC HI 3     -    45,808.172   477,870.267   MT  0.99999605   -0 04 42.9
 TU1556;UTM  04      - 2,386,573.866   581,402.651   MT  0.99968188   +0 17 21.2
 TU1556
 TU1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1556!SPC HI 3     -   0.99999738  x   0.99999605  =   0.99999343
 TU1556!UTM  04      -   0.99999738  x   0.99968188  =   0.99967926
 TU1556
 TU1556:                Primary Azimuth Mark                     Grid Az
 TU1556:SPC HI 3     -  RICE                                     076 52 01.9
 TU1556:UTM  04      -  RICE                                     076 29 57.8
 TU1556
 TU1556|---------------------------------------------------------------------|
 TU1556| PID    Reference Object                     Distance      Geod. Az  |
 TU1556|                                                           dddmmss.s |
 TU1556| TU1549 RICE                                APPROX. 0.7 KM 0764719.0 |
 TU1556| CJ8812 MAHOE RM 2                           27.280 METERS 09808     |
 TU1556| TU1555 TURTLE HEAD                         APPROX. 0.5 KM 1564852.6 |
 TU1556| CJ8811 MAHOE RM 1                           26.490 METERS 17446     |
 TU1556| TU1564 WEST RADIO TOWER                    APPROX. 1.2 KM 2544721.7 |
 TU1556| TU1568 WART                                APPROX. 2.6 KM 2572847.5 |
 TU1556|---------------------------------------------------------------------|
 TU1556
 TU1556                          SUPERSEDED SURVEY CONTROL
 TU1556
 TU1556  NAD 83(1986)-  21 34 48.87359(N)    158 12 49.27801(W) AD(       ) 3
 TU1556  OLD HI      -  21 35 00.25700(N)    158 12 59.21100(W) AD(       ) 3
 TU1556
 TU1556.Superseded values are not recommended for survey control.
 TU1556.NGS no longer adjusts projects to the OLD HI datum.
 TU1556.See file dsdata.txt to determine how the superseded data were derived.
 TU1556
 TU1556_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8140386574(NAD 83)
 TU1556_MARKER: Z = SEE DESCRIPTION
 TU1556_SETTING: 0 = UNSPECIFIED SETTING
 TU1556
 TU1556  HISTORY     - Date     Condition        Report By
 TU1556  HISTORY     - 1932     MONUMENTED       CGS
 TU1556  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1556  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1556
 TU1556                          STATION DESCRIPTION
 TU1556
 TU1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1556'STATION IS 4-1/4 MILES E OF KAENA POINT NEAR W END OF KAWAIHAPAI
 TU1556'MILITARY RESERVATION, ON THE SANDY BEACH ABOUT 30 METERS N OF
 TU1556'THE RAILROAD TRACKS.
 TU1556'
 TU1556'SURFACE, UNDERGROUND, AND R.M.S 1 AND 2 ARE STANDARD DISKS
 TU1556'SET IN CONCRETE.
 TU1556'
 TU1556'STATION CAMP IS JUST VISIBLE FROM THIS STATION.
 TU1556'
 TU1556'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1556
 TU1556                          STATION RECOVERY (1945)
 TU1556
 TU1556'RECOVERY NOTE BY US ARMY 1945
 TU1556'STATION IS LOCATED BY RED FLAG ON BEACH.  IT IS ENCASED IN
 TU1556'12-INCH TILE, SUNK IN BEACH 400 FEET W OF AIR STRIP AND 100 FEET
 TU1556'N OF HIGHWAY 11.  IT IS 4-1/4 MILES E OF KAENA POINT, NEAR W END
 TU1556'OF KAWAIHAPAI MILITARY RESERVATION, ON THE SANDY BEACH, AND ABOUT
 TU1556'30 METERS N OF RAILROAD.
 TU1556'
 TU1556'COULD NOT LOCATE REFERENCE MARKERS.
 TU1556
 TU1556                          STATION RECOVERY (1964)
 TU1556
 TU1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1556'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE EXACT POINT WAS
 TU1556'DETERMINED BY MEASURING ANGLES TO 3 OLD STATIONS.  IT WAS
 TU1556'FOUND TO BE IN A SAND AREA THAT IS ABOUT 4 FEET LOWER THAN THE
 TU1556'ORIGINAL ELEVATION, EITHER DUE TO WAVE ACTION OR SAND EXCAVATION.
 TU1556'
 TU1556'A SEARCH WAS MADE FOR THE REFERENCE MARKS BY DISTANCE AND ANGLE,
 TU1556'BUT THEY COULD NOT BE FOUND.
 TU1556'
 TU1556'STATION IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2942 ***********************************************************************
 TU2942  DESIGNATION -  MAHOE RESET
 TU2942  PID         -  TU2942
 TU2942  STATE/COUNTY-  HI/MAUI
 TU2942  USGS QUAD   -  MAKENA (1995)
 TU2942
 TU2942                         *CURRENT SURVEY CONTROL
 TU2942  ___________________________________________________________________
 TU2942* NAD 83(1993)-  20 37 54.84247(N)    156 23 04.26074(W)     ADJUSTED  
 TU2942* LOCAL TIDAL -       810.9    (meters)    2660.     (feet)  VERT ANG  
 TU2942  ___________________________________________________________________
 TU2942  EPOCH DATE  -        1993.62
 TU2942  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 TU2942  GEOID HEIGHT-          16.86  (meters)                     GEOID03
 TU2942
 TU2942  HORZ ORDER  -  FIRST
 TU2942
 TU2942.The horizontal coordinates were established by classical geodetic methods
 TU2942.and adjusted by the National Geodetic Survey in December 1998..
 TU2942.The horizontal coordinates are valid at the epoch date displayed above.
 TU2942.The epoch date for horizontal control is a decimal equivalence
 TU2942.of Year/Month/Day.
 TU2942
 TU2942.The orthometric height was determined by vertical angle observations.
 TU2942
 TU2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2942
 TU2942.The geoid height was determined by GEOID03.
 TU2942
 TU2942;                    North         East     Units Scale Factor Converg.
 TU2942;SPC HI 2     -    33,078.914   529,405.656   MT  0.99997735   +0 05 57.9
 TU2942;UTM  04      - 2,283,603.043   772,556.549   MT  1.00051819   +0 55 19.8
 TU2942
 TU2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2942!SPC HI 2     -   0.99986991  x   0.99997735  =   0.99984726
 TU2942!UTM  04      -   0.99986991  x   1.00051819  =   1.00038803
 TU2942
 TU2942|---------------------------------------------------------------------|
 TU2942| PID    Reference Object                     Distance      Geod. Az  |
 TU2942|                                                           dddmmss.s |
 TU2942| CN5871 MAHOE RM 1                            9.192 METERS 04012     |
 TU2942| TU2870 PUU KEONEHUNEHUNE SUMMIT TANK       APPROX. 3.1 KM 0490115.4 |
 TU2942| TU2872 KANAIO CATHOLIC CHURCH BELFRY       APPROX. 1.8 KM 1214004.5 |
 TU2942| CN5872 MAHOE RM 2                            5.461 METERS 13656     |
 TU2942| TU2901 HANAMANIOA POINT LIGHTHOUSE         APPROX. 6.1 KM 2080121.3 |
 TU2942| CN5873 MAHOE RM 3                            4.668 METERS 26623     |
 TU2942|---------------------------------------------------------------------|
 TU2942
 TU2942                          SUPERSEDED SURVEY CONTROL
 TU2942
 TU2942  NAD 83(1986)-  20 37 54.81653(N)    156 23 04.25334(W) AD(       ) 1
 TU2942  OLD HI      -  20 38 06.29200(N)    156 23 14.39100(W) AD(       ) 1
 TU2942
 TU2942.Superseded values are not recommended for survey control.
 TU2942.NGS no longer adjusts projects to the OLD HI datum.
 TU2942.See file dsdata.txt to determine how the superseded data were derived.
 TU2942
 TU2942_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7255783603(NAD 83)
 TU2942_MARKER: Z = SEE DESCRIPTION
 TU2942_SETTING: 0 = UNSPECIFIED SETTING
 TU2942
 TU2942  HISTORY     - Date     Condition        Report By
 TU2942  HISTORY     - 1950     MONUMENTED       CGS
 TU2942  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2942
 TU2942                          STATION DESCRIPTION
 TU2942
 TU2942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2942'LOCATED IN THE SOUTHEAST PART OF EAST MAUI, MAKAWAU DISTRICT,
 TU2942'ON THE SOUTHERN SUMMIT OF PUU MAHOE, IN KAUNUAHANE, ON THE
 TU2942'SOUTHWEST SLOPE OF HALEAKALA, ABOUT 4 MILES FROM THE COAST AND
 TU2942'ABOUT 1.5 MILES SOUTHEAST OF THE ULAPALAKUA RANCH HEADQUARTERS
 TU2942'AND MAKENA POST OFFICE.
 TU2942'
 TU2942'THIS IS NEAR THE LOCATION OF STATION PUU MAHOE (HGS) 1879.  THE
 TU2942'POSITION OF THE OLD STATION WAS DETERMINED AND A THOROUGH
 TU2942'SEARCH WAS MADE.  IT APPEARS TO HAVE BEEN DESTROYED BY ARMY
 TU2942'INSTALLATION.
 TU2942'
 TU2942'THE STATION IS A STANDARD DISK WELDED TO A 2-1/2 INCH IRON PIPE
 TU2942'SET IN CONCRETE AND PROJECTING ONE FOOT, STAMPED MAHOE 1950.
 TU2942'
 TU2942'REFERENCE MARK NO.1 IS NORTHEAST OF THE STATION.  A STANDARD DISK
 TU2942'WELDED TO A 2-1/2 INCH IRON PIPE SET IN CONCRETE AND PROJECTING
 TU2942'14 INCHES, STAMPED MAHOE NO 1 1950.
 TU2942'
 TU2942'REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION.  A STANDARD DISK
 TU2942'WELDED TO A 2-1/2 INCH IRON PIPE SET IN CONCRETE AND
 TU2942'PROJECTING 14 INCHES, STAMPED MAHOE NO 2 1950.
 TU2942'
 TU2942'TO REACH FROM THE MAKENA POST OFFICE--GO SOUTHEASTERLY ON MAIN
 TU2942'ROAD FOR 2.4 MILES, CROSS CATTLE GUARD, MAKE U TURN LEFT THROUGH
 TU2942'A GATE AND GO NORTH FOR 0.25 MILES, TURN LEFT THROUGH GATE AND
 TU2942'GO 0.4 MILES TO SUMMIT OF SOUTH ONE OF TWO HILLS AND STATION.
 TU2942'
 TU2942'HEIGHT OF LIGHT ABOVE STATION MARK 1.18 METERS.
 TU2942
 TU2942                          STATION RECOVERY (1968)
 TU2942
 TU2942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2942'STATION WAS RECOVERED IN POOR CONDITION.  THE STATION DISK HAD
 TU2942'BEEN REMOVED FROM THE TOP OF THE PIPE, HOWEVER THE PIPE WAS STILL IN
 TU2942'PLACE AND SOLID.  RM NO. 2 WAS FOUND DESTROYED.  RM NO. 1 WAS
 TU2942'RECOVERED IN GOOD CONDITION.  A NEW STATION MARK DISK WAS SET
 TU2942'INTO THE TOP OF THE PIPE, AND A CONCRETE MONUMENT WAS BUILT UP
 TU2942'AROUND THE PIPE.  A NEW REFERENCE MARK, NO. 3, WAS ESTABLISHED.
 TU2942'A COMPLETE DESCRIPTION FOLLOWS--
 TU2942'
 TU2942'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE ULUPALAKUA
 TU2942'RANCH HEADQUARTERS AND 3 MILES NORTHEAST OF LA PEROUSE BAY,
 TU2942'ON THE SOUTHEAST HILL, OR RIM, OF AN OLD CRATER.  THERE IS A
 TU2942'TELEPHONE COMPANY INSTALLATION ON THE SLIGHTLY HIGHER HILL TO THE
 TU2942'NORTHWEST.  BOTH HILLS ARE HEAVILY COVERED WITH LARGE TREES AND
 TU2942'THE ONLY LINES NOW OPEN FROM THE STATION ARE TO PIMOE AND
 TU2942'POLIPOLI.  STATION IS AT ABOUT 2660 FEET ELEVATION, AND IS ON
 TU2942'THE SOUTHWEST AND LOW END OF THE HILL.
 TU2942'
 TU2942'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO SOUTHEAST
 TU2942'ON STATE HIGHWAY 37 FOR 0.9 MILE TO FORK.  TAKE LEFT FORK AND GO
 TU2942'1.5 MILES TO FORK.  TAKE LEFT FORK A U-TURN, AND GO 0.25 MILE TO
 TU2942'BOARD GATE ON LEFT.  PASS THROUGH GATE AND GO UPGRADE FOR 0.1
 TU2942'MILE.  TURN LEFT ACROSS CATTLEGUARD AND GO 0.1 MILE TO
 TU2942'HOUSE.  GO LEFT ALONG NARROW RIDGE FOR ABOUT 100 YARDS TO BASE
 TU2942'OF HILL.  PACK UP ALONG FENCE LINE ABOUT 150 YARDS TO STATION.
 TU2942'
 TU2942'STATION MARK IS A STANDARD DISK STAMPED KAMOE 1950 1968, SET
 TU2942'INTO THE TOP OF A 2-INCH IRON PIPE IN THE CENTER OF A
 TU2942'10-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 1 FOOT
 TU2942'FROM GROUND.  IT IS 7 FEET SOUTHEAST OF A FENCE LINE THAT RUNS
 TU2942'NORTHEAST ALONG CREST OF HILL, 78.0 FEET NORTHEAST OF A FENCE
 TU2942'CORNER, AND 42 YARDS SOUTHWEST OF A SLIGHT JOG IN THE FENCE, AND
 TU2942'THE HIGHEST POINT OF THE HILL.
 TU2942'
 TU2942'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAHOE NO 1
 TU2942'1950, BRAZED ONTO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 TU2942'1 FOOT FROM GROUND.  IT IS 3 FEET NORTHWEST OF THE FENCE LINE
 TU2942'AND 4 FEET HIGHER THAN STATION.
 TU2942'
 TU2942'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED MAHOE 1950
 TU2942'NO 3 1968, BRAZED ONTO THE TOP OF A 2-INCH IRON PIPE THAT IS
 TU2942'SET IN CONCRETE AND PROJECTS 8 INCHES FROM GROUND.  IT IS 6 INCHES
 TU2942'SOUTHEAST OF THE FENCE LINE AND 2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2740 ***********************************************************************
 TU2740  DESIGNATION -  MAHU 1913
 TU2740  PID         -  TU2740
 TU2740  STATE/COUNTY-  HI/HAWAII
 TU2740  USGS QUAD   -  MAHUKONA (1995)
 TU2740
 TU2740                         *CURRENT SURVEY CONTROL
 TU2740  ___________________________________________________________________
 TU2740* NAD 83(1993)-  20 13 49.13145(N)    155 53 56.45430(W)     ADJUSTED  
 TU2740* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU2740  ___________________________________________________________________
 TU2740  EPOCH DATE  -        1993.62
 TU2740  LAPLACE CORR-           7.95  (seconds)                    DEFLEC99
 TU2740  GEOID HEIGHT-          17.70  (meters)                     GEOID03
 TU2740
 TU2740  HORZ ORDER  -  THIRD
 TU2740
 TU2740.The horizontal coordinates were established by classical geodetic methods
 TU2740.and adjusted by the National Geodetic Survey in December 1998..
 TU2740.The horizontal coordinates are valid at the epoch date displayed above.
 TU2740.The epoch date for horizontal control is a decimal equivalence
 TU2740.of Year/Month/Day.
 TU2740
 TU2740.The orthometric height was scaled from a topographic map.
 TU2740
 TU2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2740
 TU2740.The geoid height was determined by GEOID03.
 TU2740
 TU2740;                    North         East     Units Scale Factor Converg.
 TU2740;SPC HI 1     -   154,688.808   458,306.432   MT  0.99998814   -0 08 16.7
 TU2740;UTM  05      - 2,239,619.685   197,092.348   MT  1.00073418   -1 00 11.6
 TU2740
 TU2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2740!SPC HI 1     -   0.99999643  x   0.99998814  =   0.99998457
 TU2740!UTM  05      -   0.99999643  x   1.00073418  =   1.00073061
 TU2740
 TU2740:                Primary Azimuth Mark                     Grid Az
 TU2740:SPC HI 1     -  HONOIPU 1913                             035 17 57.0
 TU2740:UTM  05      -  HONOIPU 1913                             036 09 51.9
 TU2740
 TU2740|---------------------------------------------------------------------|
 TU2740| PID    Reference Object                     Distance      Geod. Az  |
 TU2740|                                                           dddmmss.s |
 TU2740| TU2736 HONOIPU 1913                        APPROX. 1.7 KM 0350940.3 |
 TU2740| TU2714 PUU ULA                             APPROX. 3.9 KM 0902607.4 |
 TU2740|---------------------------------------------------------------------|
 TU2740
 TU2740                          SUPERSEDED SURVEY CONTROL
 TU2740
 TU2740  NAD 83(1986)-  20 13 49.10164(N)    155 53 56.44526(W) AD(       ) 3
 TU2740  OLD HI      -  20 14 00.15900(N)    155 54 06.50000(W) AD(       ) 3
 TU2740
 TU2740.Superseded values are not recommended for survey control.
 TU2740.NGS no longer adjusts projects to the OLD HI datum.
 TU2740.See file dsdata.txt to determine how the superseded data were derived.
 TU2740
 TU2740_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9709239620(NAD 83)
 TU2740
 TU2740  HISTORY     - Date     Condition        Report By
 TU2740  HISTORY     - 1913     MONUMENTED       CGS
 TU2740  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2740  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2740
 TU2740                          STATION DESCRIPTION
 TU2740
 TU2740'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2740'ON NORTH COAST OF HAWAII, ON NORTHWEST COAST OF KOHALA, ON THE
 TU2740'VERY LOW ROUNDED ROCK POINT WHICH IS THE MOST WESTERLY, 1 MILE
 TU2740'SOUTH OF HONOIPU LANDING (THE BUILDINGS AT THE LANDING MAY BE
 TU2740'REMOVED BUT CONSPICUOUS FOUNDATIONS WILL REMAIN).  STATION IS 20
 TU2740'METERS FROM THE WATER ON THE WEST, AND ABOUT 10 METERS WEST OF
 TU2740'THE LINE WHERE SOIL MEETS ROCKS.  A FISHERMANS SHANTY, PART
 TU2740'WOOD AND PART STONE, WITH GABLE ROOF, IS SEEN ACROSS A NARROW
 TU2740'BIGHT OF THE SEA, 150 METERS, S. 18 DEG E.  FOUR SISAL PLANTS
 TU2740'ABOUT THE SAME DISTANCE AS THE SHACK BEAR S. 30 DEG 3.  PUU
 TU2740'ULA BEARS N. 78 DEG E.  PUU O NALE, THE SOUTHERLY OF TWO HILLS
 TU2740'OF EQUAL HEIGHT AND SIMILAR APPEARANCE, BEARS S. 70 DEG E.
 TU2740'STATION MARKED BY A 1 1/4-INCH PIPE SET UPRIGHT IN CEMENT WHICH
 TU2740'IS FLUSH WITH THE ROCK, THE PIPE PROJECTING 2 FEET ABOVE.  THE
 TU2740'HIGHEST POINT, CEMENT COVERED, OF A VERY LARGE DETACHED
 TU2740'ROCK, THE HIGHEST ON THE POINT, IS DISTANT 9.95 METERS (32.6
 TU2740'FEET), ON BEARING N. 70 DEG E.  IT HAS PAINT ON IT.
 TU2740
 TU2740                          STATION RECOVERY (1958)
 TU2740
 TU2740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2740'THE STATION WAS RECOVERED AS DESCRIBED IN 1913 WITH THE FOLLOWING
 TU2740'CORRECTIONS--
 TU2740'
 TU2740'THE FISHERMANS SHANTY HAS BEEN DISMANTLED.  ACCORDING TO NATIVES
 TU2740'THE SISAL PLANTS NOW STANDING ARE DIFFERENT ONES PLANTED IN A
 TU2740'DIFFERENT LOCALITY.  THE LARGE DETACHED ROCK WAS APPARENTLY
 TU2740'TOPPLED OVER BY RECENT TIDAL WAVES, FOR THE DISTANCE IS NOW 40
 TU2740'FEET AWAY AND CEMENT PART IS ON THE BOTTOM.  THE 1-1/4 INCH PIPE
 TU2740'HAS RUSTED OFF FLUSH WITH THE CEMENT.
 TU2740'
 TU2740'TO REACH FIRST OBTAIN PERMISSION FROM THE PARKER RANCH
 TU2740'AUTHORITIES.  GO 3.75 MILES WEST ALONG THE HIGHWAY FROM THE
 TU2740'JUNCTION IN HAWI.  TURN RIGHT THROUGH GATE AND PROPERTY OF PARKER
 TU2740'RANCH FOR 1.25 MILES IN A NORTH WESTERLY DIRECTION TO BEACH AND
 TU2740'STATION.
 TU2740
 TU2740                          STATION RECOVERY (1967)
 TU2740
 TU2740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2740'STATION WAS RECOVERED.  LARGE KIAWE TREES NOW BLOCK VIEW TO ALL
 TU2740'DIRECTIONS, EXCEPT SEAWARD.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2740'
 TU2740'STATION IS LOCATED ABOUT 3 MILES NORTH OF MAHUKONA AND 1-1/2
 TU2740'MILES SOUTH-SOUTHWEST OF THE U.S. COAST GUARD LORAN STATION, ON
 TU2740'A ROCKY POINT ON THE SEA COAST.
 TU2740'
 TU2740'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO NORTH ON STATE
 TU2740'HIGHWAY 25 FOR 0.1 MILE.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 TU2740'27 FOR 2.6 MILES TO COAST GUARD STATION ROAD ON RIGHT.  CONTINUE
 TU2740'AHEAD FOR 0.35 MILE TO LOCKED GATE ON RIGHT.  (KEY WAS OBTAINED
 TU2740'AT PARKER RANCH BUILDINGS UP THE SIDE ROAD TO LEFT FROM HERE).
 TU2740'PASS THROUGH GATE AND GO WESTERLY FOR 1.1 MILES.  TAKE DIM RIGHT
 TU2740'FORK AND GO 0.5 MILE TO BEACH.  TURN LEFT AND GO 0.45 MILE.
 TU2740'TAKE SIDE ROAD RIGHT FOR 0.05 MILE TO ROCKY SHORELINE AND
 TU2740'STATION.
 TU2740'
 TU2740'STATION IS THE CENTER OF A 1-1/4-INCH IRON PIPE, RUSTED OFF
 TU2740'FLUSH WITH THE ROCK, IN A PATCH OF CEMENT.  IT IS 40 FEET WEST OF
 TU2740'A LARGE ROCK WITH CEMENT ON THE BOTTOM SIDE.  THIS ROCK WAS ONCE
 TU2740'REPORTED TO BE NEARER THE STATION, BUT MOVED BY A TIDAL WAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2741 ***********************************************************************
 TU2741  DESIGNATION -  MAHUKONA HARBOR CHURCH SPIRE
 TU2741  PID         -  TU2741
 TU2741  STATE/COUNTY-  HI/HAWAII
 TU2741  USGS QUAD   -  MAHUKONA (1995)
 TU2741
 TU2741                         *CURRENT SURVEY CONTROL
 TU2741  ___________________________________________________________________
 TU2741* NAD 83(1993)-  20 11 06.46862(N)    155 54 01.40793(W)     ADJUSTED  
 TU2741* LOCAL TIDAL -                                                        
 TU2741  ___________________________________________________________________
 TU2741  EPOCH DATE  -        1993.62
 TU2741  LAPLACE CORR-           9.88  (seconds)                    DEFLEC99
 TU2741  GEOID HEIGHT-          18.22  (meters)                     GEOID03
 TU2741
 TU2741  HORZ ORDER  -  THIRD
 TU2741
 TU2741.The horizontal coordinates were established by classical geodetic methods
 TU2741.and adjusted by the National Geodetic Survey in December 1998..
 TU2741.The horizontal coordinates are valid at the epoch date displayed above.
 TU2741.The epoch date for horizontal control is a decimal equivalence
 TU2741.of Year/Month/Day.
 TU2741
 TU2741
 TU2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2741
 TU2741.The geoid height was determined by GEOID03.
 TU2741
 TU2741;                    North         East     Units Scale Factor Converg.
 TU2741;SPC HI 1     -   149,687.034   458,150.575   MT  0.99998830   -0 08 17.4
 TU2741;UTM  05      - 2,234,617.098   196,860.885   MT  1.00073592   -1 00 05.6
 TU2741
 TU2741                          SUPERSEDED SURVEY CONTROL
 TU2741
 TU2741  NAD 83(1986)-  20 11 06.44341(N)    155 54 01.40066(W) AD(       ) 4
 TU2741  OLD HI      -  20 11 17.76000(N)    155 54 11.36000(W) AD(       ) 3
 TU2741
 TU2741.Superseded values are not recommended for survey control.
 TU2741.NGS no longer adjusts projects to the OLD HI datum.
 TU2741.See file dsdata.txt to determine how the superseded data were derived.
 TU2741
 TU2741_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9686134617(NAD 83)
 TU2741
 TU2741  HISTORY     - Date     Condition        Report By
 TU2741  HISTORY     - 1910     MONUMENTED       CGS
 TU2741
 TU2741                          STATION DESCRIPTION
 TU2741
 TU2741'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2741'THIS CHURCH REPORTED IN 1929 AS HAVING BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2745 ***********************************************************************
 TU2745  DESIGNATION -  MAHUKONA HARBOR LIGHT MAST
 TU2745  PID         -  TU2745
 TU2745  STATE/COUNTY-  HI/HAWAII
 TU2745  USGS QUAD   -  MAHUKONA (1995)
 TU2745
 TU2745                         *CURRENT SURVEY CONTROL
 TU2745  ___________________________________________________________________
 TU2745* NAD 83(1993)-  20 10 50.58529(N)    155 54 05.36952(W)     ADJUSTED  
 TU2745* LOCAL TIDAL -                                                        
 TU2745  ___________________________________________________________________
 TU2745  EPOCH DATE  -        1993.62
 TU2745  LAPLACE CORR-           9.98  (seconds)                    DEFLEC99
 TU2745  GEOID HEIGHT-          18.25  (meters)                     GEOID03
 TU2745
 TU2745  HORZ ORDER  -  THIRD
 TU2745
 TU2745.The horizontal coordinates were established by classical geodetic methods
 TU2745.and adjusted by the National Geodetic Survey in December 1998..
 TU2745.The horizontal coordinates are valid at the epoch date displayed above.
 TU2745.The epoch date for horizontal control is a decimal equivalence
 TU2745.of Year/Month/Day.
 TU2745
 TU2745
 TU2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2745
 TU2745.The geoid height was determined by GEOID03.
 TU2745
 TU2745;                    North         East     Units Scale Factor Converg.
 TU2745;SPC HI 1     -   149,198.878   458,034.373   MT  0.99998842   -0 08 18.6
 TU2745;UTM  05      - 2,234,130.384   196,737.249   MT  1.00073685   -1 00 06.2
 TU2745
 TU2745                          SUPERSEDED SURVEY CONTROL
 TU2745
 TU2745  NAD 83(1986)-  20 10 50.56054(N)    155 54 05.36230(W) AD(       ) 4
 TU2745  OLD HI      -  20 11 01.88000(N)    155 54 15.32000(W) AD(       ) 3
 TU2745
 TU2745.Superseded values are not recommended for survey control.
 TU2745.NGS no longer adjusts projects to the OLD HI datum.
 TU2745.See file dsdata.txt to determine how the superseded data were derived.
 TU2745
 TU2745_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9673734130(NAD 83)
 TU2745
 TU2745  HISTORY     - Date     Condition        Report By
 TU2745  HISTORY     - UNK      MONUMENTED
 TU2745  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2745  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2745
 TU2745                          STATION DESCRIPTION
 TU2745
 TU2745'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2745'AT THE SOUTH END OF MAHUKONA HARBOR, NORTHWEST COAST OF
 TU2745'HAWAII.  THIS LIGHT MAST WAS DISCONTINUED AS A LIGHT IN 1915,
 TU2745'AND THE MAST HAS BEEN REMOVED, BUT SIX CONCRETE PIERS MARK ITS
 TU2745'LOCATION.  THE MAST STOOD ON THE CENTER PIER, AND ITS
 TU2745'APPROXIMATE POSITION IS MARKED BY AN IRON BOLT IN THE CENTER
 TU2745'OF THAT PIER.  IT IS 41.3 METERS (135 FEET) NORTH OF THE NORTH
 TU2745'FACE OF THE PRESENT (1929) LIGHT.
 TU2745
 TU2745                          STATION RECOVERY (1968)
 TU2745
 TU2745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2745'STATION WAS REMOVED LONG AGO, HOWEVER THE 6 OLD CONCRETE
 TU2745'FOUNDATION BLOCKS WERE RECOVERED.  THE OLD MAST REPORTEDLY SAT
 TU2745'ON THE CENTER BLOCK.
 TU2745'
 TU2745'LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF HAWI, 1000 FEET SOUTH OF
 TU2745'MAHUKONA HARBOR, 135 FEET NORTH OF THE U.S. COAST GUARDS
 TU2745'MAHUKONA LIGHTHOUSE, AND 60 FEET EAST-SOUTHEAST OF MAHUKONA HARBOR
 TU2745'SOUTH DAY BEACON, HIDDEN AMONG KIAWE TREES ON EAST SIDE OF TRACK
 TU2745'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2749 ***********************************************************************
 TU2749  DESIGNATION -  MAHUKONA HARBOR N DAY BEACON
 TU2749  PID         -  TU2749
 TU2749  STATE/COUNTY-  HI/HAWAII
 TU2749  USGS QUAD   -  MAHUKONA (1995)
 TU2749
 TU2749                         *CURRENT SURVEY CONTROL
 TU2749  ___________________________________________________________________
 TU2749* NAD 83(1993)-  20 11 13.31267(N)    155 54 10.33819(W)     ADJUSTED  
 TU2749* LOCAL TIDAL -                                                        
 TU2749  ___________________________________________________________________
 TU2749  EPOCH DATE  -        1993.62
 TU2749  LAPLACE CORR-           9.80  (seconds)                    DEFLEC99
 TU2749  GEOID HEIGHT-          18.16  (meters)                     GEOID03
 TU2749
 TU2749  HORZ ORDER  -  THIRD
 TU2749
 TU2749.The horizontal coordinates were established by classical geodetic methods
 TU2749.and adjusted by the National Geodetic Survey in December 1998..
 TU2749.The horizontal coordinates are valid at the epoch date displayed above.
 TU2749.The epoch date for horizontal control is a decimal equivalence
 TU2749.of Year/Month/Day.
 TU2749
 TU2749
 TU2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2749
 TU2749.The geoid height was determined by GEOID03.
 TU2749
 TU2749;                    North         East     Units Scale Factor Converg.
 TU2749;SPC HI 1     -   149,898.126   457,891.803   MT  0.99998857   -0 08 20.5
 TU2749;UTM  05      - 2,234,832.226   196,605.133   MT  1.00073784   -1 00 09.0
 TU2749
 TU2749                          SUPERSEDED SURVEY CONTROL
 TU2749
 TU2749  NAD 83(1986)-  20 11 13.28734(N)    155 54 10.33049(W) AD(       ) 4
 TU2749  OLD HI      -  20 11 24.60000(N)    155 54 20.29000(W) AD(       ) 3
 TU2749
 TU2749.Superseded values are not recommended for survey control.
 TU2749.NGS no longer adjusts projects to the OLD HI datum.
 TU2749.See file dsdata.txt to determine how the superseded data were derived.
 TU2749
 TU2749_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9660534832(NAD 83)
 TU2749
 TU2749  HISTORY     - Date     Condition        Report By
 TU2749  HISTORY     - UNK      MONUMENTED
 TU2749  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2749  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2749
 TU2749                          STATION DESCRIPTION
 TU2749
 TU2749'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2749'AT MAHUKONA, WEST COAST OF KOHALA, NORTHERN PART OF HAWAII, AT
 TU2749'NORTHERN END OF HARBOR SHORE LINE.  A TRUNCATED WHITEWASHED
 TU2749'CAIRN OF STONE APPROXIMATELY 12 FEET IN DIAMETER AT THE BASE,
 TU2749'13 FEET HIGH AND 3 FEET IN DIAMETER AT TOP.  PLACED AS AN AID TO
 TU2749'NAVIGATION.
 TU2749
 TU2749                          STATION RECOVERY (1968)
 TU2749
 TU2749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2749'STATION WAS RECOVERED IN POOR CONDITION.  REPORTED PREVIOUSLY TO
 TU2749'HAVE BEEN A LARGE, TRUNCATED, WHITEWASHED CAIRN ABOUT 12 FEET
 TU2749'IN DIAMETER AT THE BASE, 13 FEET HIGH, AND 3 FEET IN DIAMETER
 TU2749'AT THE TOP.  HOWEVER THE CAIRN HAS FALLEN APART AND IS NOW JUST
 TU2749'A LARGE, IRREGULAR PILE OF ROCKS, WITH THE WHITEWASHED ROCKS
 TU2749'SCATTERED THROUGHOUT, ABOUT 5 FEET HIGH AND 24 FEET IN DIAMETER.
 TU2749'
 TU2749'LOCATED ABOUT 6 MILES SOUTHWEST OF HAWI, AT THE NORTH SIDE OF
 TU2749'MAHUKONA HARBOR, ABOUT 800 FEET NORTHWEST OF THE STANDARD OIL
 TU2749'TANKS, NEAR SEA BLUFF, 60 FEET NORTHWEST OF A LARGE, LONE, KIAWE
 TU2749'TREE.
 TU2749'
 TU2749'NO LONGER NOTICEABLE OR PROMINENT FROM SEAWARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2747 ***********************************************************************
 TU2747  DESIGNATION -  MAHUKONA HARBOR S DAY BEACON
 TU2747  PID         -  TU2747
 TU2747  STATE/COUNTY-  HI/HAWAII
 TU2747  USGS QUAD   -  MAHUKONA (1995)
 TU2747
 TU2747                         *CURRENT SURVEY CONTROL
 TU2747  ___________________________________________________________________
 TU2747* NAD 83(1993)-  20 10 50.68638(N)    155 54 05.92558(W)     ADJUSTED  
 TU2747* LOCAL TIDAL -                                                        
 TU2747  ___________________________________________________________________
 TU2747  EPOCH DATE  -        1993.62
 TU2747  LAPLACE CORR-           9.98  (seconds)                    DEFLEC99
 TU2747  GEOID HEIGHT-          18.25  (meters)                     GEOID03
 TU2747
 TU2747  HORZ ORDER  -  THIRD
 TU2747
 TU2747.The horizontal coordinates were established by classical geodetic methods
 TU2747.and adjusted by the National Geodetic Survey in December 1998..
 TU2747.The horizontal coordinates are valid at the epoch date displayed above.
 TU2747.The epoch date for horizontal control is a decimal equivalence
 TU2747.of Year/Month/Day.
 TU2747
 TU2747
 TU2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2747
 TU2747.The geoid height was determined by GEOID03.
 TU2747
 TU2747;                    North         East     Units Scale Factor Converg.
 TU2747;SPC HI 1     -   149,202.025   458,018.235   MT  0.99998844   -0 08 18.8
 TU2747;UTM  05      - 2,234,133.777   196,721.149   MT  1.00073697   -1 00 06.4
 TU2747
 TU2747                          SUPERSEDED SURVEY CONTROL
 TU2747
 TU2747  NAD 83(1986)-  20 10 50.66117(N)    155 54 05.91884(W) AD(       ) 4
 TU2747  OLD HI      -  20 11 01.98000(N)    155 54 15.87000(W) AD(       ) 3
 TU2747
 TU2747.Superseded values are not recommended for survey control.
 TU2747.NGS no longer adjusts projects to the OLD HI datum.
 TU2747.See file dsdata.txt to determine how the superseded data were derived.
 TU2747
 TU2747_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9672134134(NAD 83)
 TU2747
 TU2747  HISTORY     - Date     Condition        Report By
 TU2747  HISTORY     - UNK      MONUMENTED
 TU2747  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2747  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2747
 TU2747                          STATION DESCRIPTION
 TU2747
 TU2747'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2747'AT MAHUKONA, WEST COAST OF KOHALA, NORTHERN PART OF HAWAII, AT
 TU2747'SOUTH END OF HARBOR SHORE LINE.  A TRUNCATED, WHITE-WASHED CAIRN
 TU2747'OF STONES 45.3 METERS (149 FEET) NORTH BY WEST OF THE PRESENT LIGHT
 TU2747'(1929), APPROXIMATELY 12 FEET IN DIAMETER AT BASE, 2.5 FEET
 TU2747'IN DIAMETER AT TOP, AND 15 FEET IN HEIGHT.  PLACED AS AN AID TO
 TU2747'NAVIGATION.  THIS MARKS THE POSITION OF THE ORIGINAL LIGHT,
 TU2747'DISCONTINUED IN 1907.
 TU2747
 TU2747                          STATION RECOVERY (1968)
 TU2747
 TU2747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2747'STATION WAS RECOVERED IN POOR CONDITION.  REPORTED PREVIOUSLY TO
 TU2747'HAVE BEEN A TRUNCATED, WHITEWASHED CAIRN 12 FEET IN DIAMETER AT
 TU2747'THE BASE, 2.5 FEET IN DIAMETER AT THE TOP, AND 15 FEET
 TU2747'HIGH.  HOWEVER THE CAIRN HAS FALLEN APART AND ALL THAT REMAINS
 TU2747'IS A 6-FOOT-HIGH, WHITEWASHED, BOTTOM SECTION, STILL INTACT.
 TU2747'
 TU2747'LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF HAWI, 1000 FEET SOUTH OF
 TU2747'MAHUKONA HARBOR, AND 145 FEET NORTH OF THE U.S. COAST GUARDS
 TU2747'MAHUKONA LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2743 ***********************************************************************
 TU2743  DESIGNATION -  MAHUKONA HARBOR SCHOOLHOUSE FS
 TU2743  PID         -  TU2743
 TU2743  STATE/COUNTY-  HI/HAWAII
 TU2743  USGS QUAD   -  MAHUKONA (1995)
 TU2743
 TU2743                         *CURRENT SURVEY CONTROL
 TU2743  ___________________________________________________________________
 TU2743* NAD 83(1993)-  20 11 04.91978(N)    155 54 02.02618(W)     ADJUSTED  
 TU2743* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU2743  ___________________________________________________________________
 TU2743  EPOCH DATE  -        1993.62
 TU2743  LAPLACE CORR-           9.89  (seconds)                    DEFLEC99
 TU2743  GEOID HEIGHT-          18.22  (meters)                     GEOID03
 TU2743
 TU2743  HORZ ORDER  -  THIRD
 TU2743
 TU2743.The horizontal coordinates were established by classical geodetic methods
 TU2743.and adjusted by the National Geodetic Survey in December 1998..
 TU2743.The horizontal coordinates are valid at the epoch date displayed above.
 TU2743.The epoch date for horizontal control is a decimal equivalence
 TU2743.of Year/Month/Day.
 TU2743
 TU2743.The orthometric height was scaled from a topographic map.
 TU2743
 TU2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2743
 TU2743.The geoid height was determined by GEOID03.
 TU2743
 TU2743;                    North         East     Units Scale Factor Converg.
 TU2743;SPC HI 1     -   149,639.449   458,132.509   MT  0.99998832   -0 08 17.6
 TU2743;UTM  05      - 2,234,569.755   196,842.091   MT  1.00073606   -1 00 05.8
 TU2743
 TU2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2743!SPC HI 1     -   0.99999619  x   0.99998832  =   0.99998451
 TU2743!UTM  05      -   0.99999619  x   1.00073606  =   1.00073225
 TU2743
 TU2743                          SUPERSEDED SURVEY CONTROL
 TU2743
 TU2743  NAD 83(1986)-  20 11 04.89453(N)    155 54 02.01882(W) AD(       ) 3
 TU2743  OLD HI      -  20 11 16.21000(N)    155 54 11.98000(W) AD(       ) 3
 TU2743
 TU2743.Superseded values are not recommended for survey control.
 TU2743.NGS no longer adjusts projects to the OLD HI datum.
 TU2743.See file dsdata.txt to determine how the superseded data were derived.
 TU2743
 TU2743_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9684234570(NAD 83)
 TU2743
 TU2743  HISTORY     - Date     Condition        Report By
 TU2743  HISTORY     - 1910     MONUMENTED       CGS
 TU2743
 TU2743                          STATION DESCRIPTION
 TU2743
 TU2743'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2743'IN 1928 IT WAS REPORTED THAT THIS SCHOOLHOUSE HAD BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2742 ***********************************************************************
 TU2742  DESIGNATION -  MAHUKONA HARBOR WHARF DERRICK
 TU2742  PID         -  TU2742
 TU2742  STATE/COUNTY-  HI/HAWAII
 TU2742  USGS QUAD   -  MAHUKONA (1995)
 TU2742
 TU2742                         *CURRENT SURVEY CONTROL
 TU2742  ___________________________________________________________________
 TU2742* NAD 83(1993)-  20 11 01.95771(N)    155 54 01.42898(W)     ADJUSTED  
 TU2742* LOCAL TIDAL -                                                        
 TU2742  ___________________________________________________________________
 TU2742  EPOCH DATE  -        1993.62
 TU2742  LAPLACE CORR-           9.91  (seconds)                    DEFLEC99
 TU2742  GEOID HEIGHT-          18.23  (meters)                     GEOID03
 TU2742
 TU2742  HORZ ORDER  -  THIRD
 TU2742
 TU2742.The horizontal coordinates were established by classical geodetic methods
 TU2742.and adjusted by the National Geodetic Survey in December 1998..
 TU2742.The horizontal coordinates are valid at the epoch date displayed above.
 TU2742.The epoch date for horizontal control is a decimal equivalence
 TU2742.of Year/Month/Day.
 TU2742
 TU2742
 TU2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2742
 TU2742.The geoid height was determined by GEOID03.
 TU2742
 TU2742;                    North         East     Units Scale Factor Converg.
 TU2742;SPC HI 1     -   149,548.319   458,149.629   MT  0.99998830   -0 08 17.3
 TU2742;UTM  05      - 2,234,478.309   196,857.847   MT  1.00073594   -1 00 05.4
 TU2742
 TU2742                          SUPERSEDED SURVEY CONTROL
 TU2742
 TU2742  NAD 83(1986)-  20 11 01.93263(N)    155 54 01.42178(W) AD(       ) 4
 TU2742  OLD HI      -  20 11 13.25000(N)    155 54 11.38000(W) AD(       ) 3
 TU2742
 TU2742.Superseded values are not recommended for survey control.
 TU2742.NGS no longer adjusts projects to the OLD HI datum.
 TU2742.See file dsdata.txt to determine how the superseded data were derived.
 TU2742
 TU2742_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9685834478(NAD 83)
 TU2742
 TU2742  HISTORY     - Date     Condition        Report By
 TU2742  HISTORY     - UNK      MONUMENTED
 TU2742  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2742
 TU2742                          STATION DESCRIPTION
 TU2742
 TU2742'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2742'ON NORTHWEST COAST OF HAWAII, ON THE NORTH SIDE OF THE CONCRETE
 TU2742'LANDING DOCK AT MAHUKONA HARBOR.  BASE OF DERRICK IS ABOUT 3 FEET
 TU2742'ABOVE WATER.  DERRICK IS OF IRON APPROXIMATELY 35 FEET IN HEIGHT,
 TU2742'WITH SWINGING MEMBER OF SAME LENGTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2746 ***********************************************************************
 TU2746  DESIGNATION -  MAHUKONA LIGHT
 TU2746  PID         -  TU2746
 TU2746  STATE/COUNTY-  HI/HAWAII
 TU2746  USGS QUAD   -  MAHUKONA (1995)
 TU2746
 TU2746                         *CURRENT SURVEY CONTROL
 TU2746  ___________________________________________________________________
 TU2746* NAD 83(1993)-  20 10 49.21320(N)    155 54 05.34731(W)     ADJUSTED  
 TU2746* LOCAL TIDAL -        38.     (meters)     125.     (feet)  SCALED    
 TU2746  ___________________________________________________________________
 TU2746  EPOCH DATE  -        1993.62
 TU2746  LAPLACE CORR-           9.99  (seconds)                    DEFLEC99
 TU2746  GEOID HEIGHT-          18.26  (meters)                     GEOID03
 TU2746
 TU2746  HORZ ORDER  -  THIRD
 TU2746
 TU2746.The horizontal coordinates were established by classical geodetic methods
 TU2746.and adjusted by the National Geodetic Survey in December 1998..
 TU2746.The horizontal coordinates are valid at the epoch date displayed above.
 TU2746.The epoch date for horizontal control is a decimal equivalence
 TU2746.of Year/Month/Day.
 TU2746
 TU2746.The orthometric height was scaled from a topographic map.
 TU2746
 TU2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2746
 TU2746.The geoid height was determined by GEOID03.
 TU2746
 TU2746;                    North         East     Units Scale Factor Converg.
 TU2746;SPC HI 1     -   149,156.683   458,034.915   MT  0.99998842   -0 08 18.6
 TU2746;UTM  05      - 2,234,088.154   196,737.156   MT  1.00073685   -1 00 06.2
 TU2746
 TU2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2746!SPC HI 1     -   0.99999116  x   0.99998842  =   0.99997958
 TU2746!UTM  05      -   0.99999116  x   1.00073685  =   1.00072800
 TU2746
 TU2746|---------------------------------------------------------------------|
 TU2746| PID    Reference Object                     Distance      Geod. Az  |
 TU2746|                                                           dddmmss.s |
 TU2746| TU2747 MAHUKONA HARBOR S DAY BEACON         48.314 METERS 33940     |
 TU2746| TU2749 MAHUKONA HARBOR N DAY BEACON        APPROX. 0.8 KM 3485612.1 |
 TU2746|---------------------------------------------------------------------|
 TU2746
 TU2746                          SUPERSEDED SURVEY CONTROL
 TU2746
 TU2746  NAD 83(1986)-  20 10 49.18830(N)    155 54 05.33985(W) AD(       ) 4
 TU2746  OLD HI      -  20 11 00.23000(N)    155 54 15.38500(W) AD(       ) 3
 TU2746
 TU2746.Superseded values are not recommended for survey control.
 TU2746.NGS no longer adjusts projects to the OLD HI datum.
 TU2746.See file dsdata.txt to determine how the superseded data were derived.
 TU2746
 TU2746_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9673734088(NAD 83)
 TU2746
 TU2746  HISTORY     - Date     Condition        Report By
 TU2746  HISTORY     - 1929     MONUMENTED       CGS
 TU2746  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2746  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2746  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU2746
 TU2746                          STATION DESCRIPTION
 TU2746
 TU2746'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2746'IN THE NORTHERN PART OF HAWAII, WEST COAST OF KOHALA, 800 METERS
 TU2746'SOUTH OF THE LANDING AT MAHUKONA, ABOUT 40 METERS INSHORE, 42.2
 TU2746'METERS (138 FEET) S. 0 DEG 57 MIN E. OF THE FOUNDATION OF
 TU2746'MAHUKONA LIGHT MAST, 1910, AND 48.8 METERS (160 FEET) SOUTH BY
 TU2746'EAST OF MAHUKONA HARBOR SOUTH DAY BEACON (THE ORIGINAL MAHUKONA
 TU2746'LIGHT, DISCONTINUED IN 1907).  THE LIGHT ESTABLISHED IN 1915, IS
 TU2746'ON A CONCRETE TOWER TAPERING FROM ABOUT 6 FEET AT ITS BASE
 TU2746'TO 2-1/2 FEET AT ITS TOP, WHICH IS SURMOUNTED BY A 5 1/2-FOOT
 TU2746'PLATFORM.  THE TOWER RESTS ON A 9-FOOT CONCRETE BASE.  THE
 TU2746'FOCAL PLANE OF THE LIGHT IS ABOUT 20 FEET ABOVE THE GROUND.
 TU2746
 TU2746                          STATION RECOVERY (1948)
 TU2746
 TU2746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2746'ADDITIONAL MEASUREMENTS GIVEN--
 TU2746'
 TU2746'TOP OF BASE TO TOP OF LIGHT - 21.85 FEET (6.66 METERS).
 TU2746'
 TU2746'TOP OF BASE TO TOP OF PLATFORM - 16.55 FEET (5.045 METERS).
 TU2746'
 TU2746'BASE 0.20 METER ABOVE GROUND.
 TU2746'
 TU2746'BASE 2.72 METERS SQUARE (8.9 FEET).
 TU2746
 TU2746                          STATION RECOVERY (1967)
 TU2746
 TU2746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2746'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 11
 TU2746'MILES NORTHWEST OF KAWAIHAE AND 1300 FEET SOUTH OF MAHUKONA
 TU2746'HARBOR, AT KAOMA POINT.
 TU2746'
 TU2746'STATION IS CENTER OF WHITE LIGHT MOUNTED ATOP A
 TU2746'SQUARE, WHITE, TAPERING, CONCRETE TOWER.  LIGHT IS 22 FEET ABOVE
 TU2746'GROUND.
 TU2746
 TU2746                          STATION RECOVERY (1970)
 TU2746
 TU2746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EAT)
 TU2746'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU2746'D.M.W. IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2568 ***********************************************************************
 TU2568  DESIGNATION -  MAIHI
 TU2568  PID         -  TU2568
 TU2568  STATE/COUNTY-  HI/HAWAII
 TU2568  USGS QUAD   -  KEALAKEKUA (1996)
 TU2568
 TU2568                         *CURRENT SURVEY CONTROL
 TU2568  ___________________________________________________________________
 TU2568* NAD 83(1993)-  19 32 48.21860(N)    155 55 42.01804(W)     ADJUSTED  
 TU2568* LOCAL TIDAL -       479.5    (meters)    1573.     (feet)  VERT ANG  
 TU2568  ___________________________________________________________________
 TU2568  EPOCH DATE  -        1993.62
 TU2568  LAPLACE CORR-          24.68  (seconds)                    DEFLEC99
 TU2568  GEOID HEIGHT-          20.66  (meters)                     GEOID03
 TU2568
 TU2568  HORZ ORDER  -  SECOND
 TU2568
 TU2568.The horizontal coordinates were established by classical geodetic methods
 TU2568.and adjusted by the National Geodetic Survey in December 1998..
 TU2568.The horizontal coordinates are valid at the epoch date displayed above.
 TU2568.The epoch date for horizontal control is a decimal equivalence
 TU2568.of Year/Month/Day.
 TU2568
 TU2568.The orthometric height was determined by vertical angle observations.
 TU2568
 TU2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2568
 TU2568.The geoid height was determined by GEOID03.
 TU2568
 TU2568;                    North         East     Units Scale Factor Converg.
 TU2568;SPC HI 1     -    79,022.285   455,049.906   MT  0.99999163   -0 08 35.9
 TU2568;UTM  05      - 2,163,952.362   192,708.717   MT  1.00076737   -0 58 49.9
 TU2568;UTM  04      - 2,164,216.274   822,342.215   MT  1.00088455   +1 01 42.9
 TU2568
 TU2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2568!SPC HI 1     -   0.99992138  x   0.99999163  =   0.99991301
 TU2568!UTM  05      -   0.99992138  x   1.00076737  =   1.00068869
 TU2568!UTM  04      -   0.99992138  x   1.00088455  =   1.00080586
 TU2568
 TU2568|---------------------------------------------------------------------|
 TU2568| PID    Reference Object                     Distance      Geod. Az  |
 TU2568|                                                           dddmmss.s |
 TU2568| CN5875 MAIHI RM 2                            9.103 METERS 01417     |
 TU2568| CN5874 MAIHI RM 1                            7.966 METERS 12455     |
 TU2568| TU2567 KEALAKEKUA KONA CHURCH SPIRE        APPROX. 3.6 KM 1670703.2 |
 TU2568|---------------------------------------------------------------------|
 TU2568
 TU2568                          SUPERSEDED SURVEY CONTROL
 TU2568
 TU2568  NAD 83(1986)-  19 32 48.21701(N)    155 55 42.04531(W) AD(       ) 2
 TU2568  OLD HI      -  19 32 59.10400(N)    155 55 52.07800(W) AD(       ) 2
 TU2568
 TU2568.Superseded values are not recommended for survey control.
 TU2568.NGS no longer adjusts projects to the OLD HI datum.
 TU2568.See file dsdata.txt to determine how the superseded data were derived.
 TU2568
 TU2568_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9270963952(NAD 83)
 TU2568_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2568_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2568
 TU2568  HISTORY     - Date     Condition        Report By
 TU2568  HISTORY     - 1948     MONUMENTED       CGS
 TU2568  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2568  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2568
 TU2568                          STATION DESCRIPTION
 TU2568
 TU2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2568'THE STATION IS LOCATED ON THE TOP OF A ROCK WALL ABOUT 3 MILES
 TU2568'SOUTHEAST OF KEAUHOU BAY, ABOUT 2.5 MILES EAST OF THE BEACH, ABOUT
 TU2568'1.5 MILES NORTH OF KEALAKEKUA, ABOUT 100 YARDS NORTH OF A SMALL
 TU2568'SHACK, ABOUT 250 FEET SOUTH OF A SMALL SHACK, 16 FEET WEST OF THE
 TU2568'JUNCTION OF TWO ROCK WALLS AND ON THE EASTERN EDGE OF A COFFEE
 TU2568'PLANTATION.
 TU2568'
 TU2568'TO REACH FROM THE POST OFFICE IN KEALAKEKUA, GO NORTH, ON THE
 TU2568'ROAD WHICH LEADS TOWARD HOLUALOA, FOR 2.1 MILES.  TURN RIGHT
 TU2568'AND FOLLOW A TRACK ROAD, NORTHERLY, FOR 0.2 MILE.  TURN RIGHT
 TU2568'AND GO EASTERLY FOR 0.1 MILE.  TURN LEFT AND GO ACROSS COUNTRY,
 TU2568'NORTHERLY, KEEPING CLOSE TO THE ROCK WALL, FOR ABOUT 100 YARDS
 TU2568'TO THE END OF TRUCK TRAVEL AT A ROCK FENCE CORNER.  FROM THIS
 TU2568'POINT THE STATION LIES ABOUT 75 FEET TO THE WEST.
 TU2568'
 TU2568'THE STATION IS A STANDARD DISK, STAMPED MAIHI 1948, SET IN A
 TU2568'MOUND OF CONCRETE WHICH IS ON THE TOP OF A STUMP WHICH PROJECTS
 TU2568'ABOUT 1 FOOT ABOVE THE TOP OF A ROCK WALL.
 TU2568'
 TU2568'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MAIHI 1
 TU2568'1948, SET INTO AN IRREGULAR MASS OF CONCRETE WHICH IS ON THE TOP
 TU2568'OF A ROCK WALL.  IT IS LOCATED 10 FEET SOUTH OF THE JUNCTION OF
 TU2568'TWO ROCK WALLS AND IS ABOUT 4 FEET HIGHER THAN THE STATION.
 TU2568'
 TU2568'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MAIHI 2
 TU2568'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 5 FEET
 TU2568'IN DIAMETER AND PROJECTS ABOUT 1 FOOT.  IT IS LOCATED 22 FEET
 TU2568'NORTH OF A ROCK WALL AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 TU2568'
 TU2568'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU2568'
 TU2568'A CAIRN OF ROCKS 6 FT SQUARE AND 4 FT HIGH, WITH BLACK AND WHITE
 TU2568'POLE PLUMBED OVER THE MARK WAS ERECTED 2/7/49.
 TU2568
 TU2568                          STATION RECOVERY (1967)
 TU2568
 TU2568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2568'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  ALL
 TU2568'LINES ARE BLOCKED BY TREES.  A DISCREPANCY OF .051 METER WAS
 TU2568'NOTED IN THE DISTANCE TO RM NO. 2, THIS WAS DOUBLE-CHECKED AND
 TU2568'THE 1967 DISTANCE IS CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2568'
 TU2568'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF KAILUA, 2 MILES
 TU2568'NORTH-NORTHWEST OF KEALAKEKUA, AND 1/4-MILE NORTH OF HONALO, AT
 TU2568'ABOUT 1573 FEET ELEVATION, IN THE IKEDAS COFFEE GROVE, ON THE
 TU2568'NORTH WALL OF AN OLD HEEIAU.
 TU2568'
 TU2568'TO REACH STATION FROM THE POST OFFICE IN HOLUALOA, GO SOUTH
 TU2568'ON STATE HIGHWAY 18 FOR 3.9 MILES TO JUNCTION OF STATE HIGHWAYS
 TU2568'18 AND 11.  CONTINUE SOUTH, ON STATE HIGHWAY 11, FOR 1.9 MILES
 TU2568'TO HIGHWAY JUNCTION AT NORTH EDGE OF HONALO.  TURN BACK SHARP
 TU2568'LEFT AND GO NORTH ON NARROW MACADAM ROAD FOR 0.2 MILE TO SIDE
 TU2568'ROAD RIGHT AT TELEPHONE POLE 62.  TURN RIGHT AND GO 0.1 MILE TO
 TU2568'TOP OF GRADE AND OLD HOUSE ON LEFT.  FROM HERE PACK NORTH
 TU2568'THROUGH OLD COFFEE GROVE FOR 150 FEET TO STATION JUST BEYOND
 TU2568'BANANA CLUMP.
 TU2568'
 TU2568'STATION MARK IS A STANDARD DISK STAMPED MAIHI 1948, SET IN THE
 TU2568'TOP OF A CONCRETE MONUMENT ON TOP OF AN OLD HEEIAU WALL.  A LARGE,
 TU2568'8-FOOT SQUARE, FLAT-TOPPED CAIRN, OR WORKING PLATFORM, HAS BEEN
 TU2568'BUILT OF ROCK AROUND THE MARK, AND IT IS 3-1/2 FEET DOWN INSIDE A
 TU2568'HOLE IN CENTER OF PLATFORM.  STATION IS 25 FEET NORTH-NORTHEAST
 TU2568'OF A CLUMP OF BANANA AND HALA, ABOUT 150 FEET NORTH OF IKEDAS
 TU2568'HOUSE AND COFFEE MILL, 200 FEET SOUTH OF OLD HOUSE IN COFFEE
 TU2568'GROVE.  TOP OF ROCK PLATFORM EXTENDS ABOUT 8 FEET ABOVE GROUND
 TU2568'AT NORTH SIDE.  THERE IS A 2 X 2 TARGET POLE 12 FEET LONG
 TU2568'CENTERED OVER THE MARK.
 TU2568'
 TU2568'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAIHI
 TU2568'NO 1 1948 SET IN A 10-INCH MASS OF CONCRETE IN DEPRESSION ON
 TU2568'TOP OF EAST WALL OF THE HEEIAU, 9 FEET NORTH OF A STONE WALL
 TU2568'RUNNING EAST FROM EAST EDGE OF HEEIAU, AND 4 FEET HIGHER THAN
 TU2568'STATION MARK.  THE MARK IS 7.964 METERS, (26.128 FT.) SOUTHEAST
 TU2568'FROM STATION MARK.
 TU2568'
 TU2568'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAIHI
 TU2568'NO 2 1948, CEMENTED IN A DRILL HOLE IN BEDROCK IN THE COFFEE
 TU2568'GROVE.  IT IS 18 FEET NORTH FROM NORTH END OF HEEIAU WALL AND
 TU2568'ABOUT 2 FEET LOWER THAN STATION MARK.  THE MARK IS 9.062 METERS
 TU2568'(29.730 FT.) NORTHWEST OF STATION MARK.
 TU2568
 TU2568                          STATION RECOVERY (1972)
 TU2568
 TU2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2568'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 TU2568'AS DESCRIBED BY D. M. WHIPP IN THE 1967 RECOVERY WITH THE
 TU2568'EXCEPTION THAT THE TARGET POLE NO LONGER STANDS.  THE CAIRN IS
 TU2568'BEGINNING TO FALL APART AT THE TOP, SOME ROCKS HAD TO BE CLEARED
 TU2568'AWAY BEFORE THE STATION MARK COULD BE SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1520 ***********************************************************************
 TU1520  DESIGNATION -  MAILI RESET
 TU1520  PID         -  TU1520
 TU1520  STATE/COUNTY-  HI/HONOLULU
 TU1520  USGS QUAD   -  HALEIWA (1983)
 TU1520
 TU1520                         *CURRENT SURVEY CONTROL
 TU1520  ___________________________________________________________________
 TU1520* NAD 83(1993)-  21 31 18.11947(N)    158 05 35.84313(W)     ADJUSTED  
 TU1520* LOCAL TIDAL -       459.3    (meters)    1507.     (feet)  VERT ANG  
 TU1520  ___________________________________________________________________
 TU1520  EPOCH DATE  -        1993.62
 TU1520  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 TU1520  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1520
 TU1520  HORZ ORDER  -  FIRST
 TU1520
 TU1520.The horizontal coordinates were established by classical geodetic methods
 TU1520.and adjusted by the National Geodetic Survey in December 1998..
 TU1520.The horizontal coordinates are valid at the epoch date displayed above.
 TU1520.The epoch date for horizontal control is a decimal equivalence
 TU1520.of Year/Month/Day.
 TU1520
 TU1520.The orthometric height was determined by vertical angle observations.
 TU1520
 TU1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1520
 TU1520.The geoid height was determined by GEOID03.
 TU1520
 TU1520;                    North         East     Units Scale Factor Converg.
 TU1520;SPC HI 3     -    39,312.312   490,334.824   MT  0.99999115   -0 02 03.2
 TU1520;UTM  04      - 2,380,159.968   593,904.871   MT  0.99970896   +0 19 57.6
 TU1520
 TU1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1520!SPC HI 3     -   0.99992537  x   0.99999115  =   0.99991652
 TU1520!UTM  04      -   0.99992537  x   0.99970896  =   0.99963435
 TU1520
 TU1520:                Primary Azimuth Mark                     Grid Az
 TU1520:SPC HI 3     -  WHITMORE MIL RES DOUBLE TANK             075 28 13.9
 TU1520:UTM  04      -  WHITMORE MIL RES DOUBLE TANK             075 06 13.1
 TU1520
 TU1520|---------------------------------------------------------------------|
 TU1520| PID    Reference Object                     Distance      Geod. Az  |
 TU1520|                                                           dddmmss.s |
 TU1520| TU1509 WHITMORE MIL RES DOUBLE TANK        APPROX. 8.2 KM 0752610.7 |
 TU1520| TU1624 SCHOFIELD POST FLAG                 APPROX. 5.8 KM 1272250.8 |
 TU1520| TU1625 SCHOFIELD LAUNDRY STACK             APPROX. 5.6 KM 1300250.5 |
 TU1520| CJ8814 MAILI RM 2                           12.430 METERS 19018     |
 TU1520| TU1642 KOLEKOLE PASS USN TOWER             APPROX. 5.7 KM 2011413.1 |
 TU1520| CJ8813 MAILI RM 1                           13.568 METERS 27149     |
 TU1520| TU1577 PUU IKI                             APPROX. 3.6 KM 3013205.1 |
 TU1520| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 6.6 KM 3301515.7 |
 TU1520|---------------------------------------------------------------------|
 TU1520
 TU1520                          SUPERSEDED SURVEY CONTROL
 TU1520
 TU1520  NAD 83(1986)-  21 31 18.06900(N)    158 05 35.85449(W) AD(       ) 1
 TU1520  OLD HI      -  21 31 29.48202(N)    158 05 45.75435(W) AD(       ) 1
 TU1520
 TU1520.Superseded values are not recommended for survey control.
 TU1520.NGS no longer adjusts projects to the OLD HI datum.
 TU1520.See file dsdata.txt to determine how the superseded data were derived.
 TU1520
 TU1520_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9390580160(NAD 83)
 TU1520
 TU1520  HISTORY     - Date     Condition        Report By
 TU1520  HISTORY     - 1927     MONUMENTED       HITS
 TU1520  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1520  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1520  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1520  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1520
 TU1520                          STATION DESCRIPTION
 TU1520
 TU1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1520'ON ONE OF THE LOWER SUMMITS OF A RIDGE WHICH EXTENDS WEST BY
 TU1520'SOUTH TO THE SUMMIT OF MOUNT KAALA, THE HIGHEST PART OF THE
 TU1520'WAIANAE MOUNTAINS.  IT IS THE HIGHEST PART OF THE RIDGE FROM WHICH
 TU1520'ONE CAN SEE BOTH THE NORTHERN AND SOUTHERN PARTS OF THE
 TU1520'ISLAND.  BEST APPROACHED FROM FIRING RANGE OF SCHOFIELD, WHENCE,
 TU1520'AFTER CROSSING MOHIAKEA GULCH, A TRAIL LEADS TO STATION.  OLD
 TU1520'STATION MARK WAS CONCRETE POST, 6 INCHES SQUARE, WITH CROSS IN
 TU1520'TOP.  IN 1927 STATION WAS MARKED ACCORDING TO NOTE 1A, A
 TU1520'STANDARD DISK STATION MARK BEING SET IN A CONCRETE PIER WHICH
 TU1520'WAS BUILT OVER AND AROUND THE OLD MARK WITHOUT DISTURBING IT.
 TU1520'REFERENCE MARKS, NOTE 12A, STANDARD REFERENCE DISKS IN
 TU1520'OUTCROPPING BEDROCK ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS
 TU1520'FROM STATION--NO. 1, 13.605 METERS (44.64 FEET), 92 DEG 02 MIN.
 TU1520'NO. 2, 12.435 METERS (40.80 FEET), 10 DEG 17 MIN.  RE-MARKED
 TU1520'ACCORDING TO NOTE 14A IN 1929.
 TU1520
 TU1520                          STATION RECOVERY (1962)
 TU1520
 TU1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WRH)
 TU1520'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 TU1520'NUMBER 2 WERE RECOVERED IN GOOD CONDITION.  THE CONCRETE PLATFORM
 TU1520'THAT THE HAWAIIAN GOVERNMENT SURVEY ESTABLISHED IN 1874 WAS FOUND
 TU1520'IN POOR CONDITION AND HAD TO BE DISMANTLED BY THIS PARTY.  A
 TU1520'COMPLETE DESCRIPTION FOLLOWS.
 TU1520'
 TU1520'THE STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF SCHOFIELD
 TU1520'BARRACKS, 3.0 MILES EAST OF MT. KAALA, 3.0 MILES SOUTH OF THE
 TU1520'TOWN OF WAIALUA AND 3.5 MILES WEST-NORTHWEST OF THE TOWN OF
 TU1520'WAHIAWA.
 TU1520'
 TU1520'TO REACH THE STATION FROM THE INTERSECTION OF GOODALE AV. AND
 TU1520'HIGHWAY 99 IN THE TOWN OF WAIALUA, GO WEST ON HIGHWAY 99 FOR 0.35
 TU1520'MILE TO A CROSSROAD, TURN RIGHT ON A PAVED ROAD AND GO NORTH FOR
 TU1520'0.35 MILE TO THE W.A. COMPANY, TURN RIGHT ON PAVED ROAD AND GO
 TU1520'SOUTH FOR 0.75 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE
 TU1520'SOUTH FOR 0.5 MILE TO A FORK, TAKE THE RIGHT FORK PASSING
 TU1520'THROUGH CORRAL, CONTINUE SOUTH ON MOUNTAIN ROAD FOR 0.65 MILE TO
 TU1520'A SIDE ROAD LEFT AND A LOCKED GATE.  (NOTE--OBTAIN KEY FROM
 TU1520'THE W.A. COMPANY) PASS THROUGH THE GATE AND CONTINUE
 TU1520'SOUTHERLY ON THE MOUNTAIN ROAD FOR 1.0 MILE TO A SIDE ROAD
 TU1520'RIGHT LEADING TO TRIANGULATION STATION PUU IKI.  CONTINUE
 TU1520'SOUTHERLY PASSING THROUGH SEVEN GATES FOR 4.5 MILES, PASS THROUGH
 TU1520'THE SEVENTH GATE AND GO SOUTHEAST FOR 0.4 MILE TO A DIM DIRT
 TU1520'ROAD RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE STATION.
 TU1520'(NOTE--A TWO WHEEL DRIVE TRUCK WAS USED AT THIS DATE BUT A
 TU1520'FOUR WHEEL DRIVE IS MORE SUITABLE.
 TU1520'
 TU1520'THE STATION MARK, A STANDARD DISK, STAMPED MAILI 1927, SET IN THE
 TU1520'TOP OF A 10-INCH SQUARE CONCRETE BLOCK PROJECTING 10-INCHES ABOVE
 TU1520'THE GROUND.  IT IS SET IN THE FENCE LINE ON THE EAST END OF THE
 TU1520'WAIANAE MOUNTAIN OVERLOOKING THE TOWN OF WAHIAWA AND SCHOFIELD
 TU1520'BARRACKS.
 TU1520'
 TU1520'REFERENCE MARK NUMBER 1, A STANDARD DISK, STAMPED MAILI NO 1,
 TU1520'SET IN A CEMENTED DRILL HOLE IN THE TOP OF A 3 BY 2 FOOT BOULDER
 TU1520'PROJECTING ABOUT 3 FEET ABOVE THE GROUND.  IT IS 4 FEET SOUTH OF
 TU1520'THE FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 TU1520'
 TU1520'REFERENCE MARK NUMBER 2, A STANDARD DISK, STAMPED MAILI NO 2,
 TU1520'SET IN A CEMENTED DRILL HOLE IN THE TOP OF A 4 BY 3 FOOT BOULDER
 TU1520'PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  IT IS 41 FEET SOUTH OF
 TU1520'THE FENCE LINE AND ABOUT 2 FEET LOWER THAN THE STATION.
 TU1520'
 TU1520'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 TU1520
 TU1520                          STATION RECOVERY (1963)
 TU1520
 TU1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1520'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THERE WAS FORMERLY A
 TU1520'TYPE A, HAWAIIAN TERRITORIAL SURVEY SIGNAL OVER THE STATION MARK,
 TU1520'BUT ACCORDING TO A 1962 DESCRIPTION IT WAS REMOVED AT THAT TIME
 TU1520'SINCE IT WAS IN POOR CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1520'
 TU1520'STATION IS LOCATED, AIRLINE, ABOUT 2-1/2 MILES NORTHWEST OF THE
 TU1520'NORTHWEST EDGE OF SCHOFIELD BARRACKS, 3-3/4 MILES SOUTHEAST OF
 TU1520'WAIALUA, 1-1/4 MILES SOUTH-SOUTHWEST OF THE UNIVERSITY OF HAWAII
 TU1520'EXPERIMENT STATION, AND 1.4 MILES DUE WEST OF THE JUNCTION OF
 TU1520'STATE HIGHWAYS 80 AND 99.  ON AN OPEN, GRASSY POINT OF 1510 FEET
 TU1520'ELEVATION ON AN EAST-WEST RIDGE IN THE EASTERN FOOT-HILLS OF THE
 TU1520'WAIANAE MOUNTAINS.
 TU1520'
 TU1520'TO REACH STATION FROM THE HIGHWAY OVERPASS AT SOUTH END OF
 TU1520'WAIALUA, GO WEST ON STATE HIGHWAY 99 FOR 0.05 MILE.  TURN LEFT
 TU1520'AND GO 0.05 MILE ON KAHUI ST.  FORK LEFT, ONTO DIRT ROAD, AND GO
 TU1520'0.45 MILE.  TAKE RIGHT FORK AND GO 0.4 MILE TO FORK AT CORRALS
 TU1520'ON RIGHT.  (KAHUA RANCH OFFICE IS 0.2 MILE UP THE RIGHT FORK,
 TU1520'WHERE KEY MAY BE OBTAINED).  TAKE LEFT FORK AND GO 0.2 MILE TO
 TU1520'FORD.  CROSS AND CONTINUE AHEAD, UP ALONG EDGE OF CANE FIELD,
 TU1520'FOR 0.4 MILE.  TAKE RIGHT FORK, DOWNGRADE, FOR 0.2 MILE TO
 TU1520'LOCKED CABLE GATE AT CATTLE-GUARD.  PASS THROUGH AND CONTINUE
 TU1520'FOR 0.65 MILE TO METAL GATE.  PASS THROUGH AND CONTINUE FOR
 TU1520'0.45 MILE TO THE SECOND ONE OF 2 FORDS.  CROSS AND CONTINUE
 TU1520'FOR 0.15 MILE TO SIDE ROAD RIGHT.  GO RIGHT FOR 0.05 MILE TO
 TU1520'METAL GATE.  PASS THROUGH AND CONTINUE UPGRADE FOR 2.0 MILES
 TU1520'TO T-JUNCTION AT TOP OF RIDGE.  TURN LEFT AND GO 0.4 MILE TO
 TU1520'BOARD GATE.  PASS THROUGH AND CONTINUE FOR 0.25 MILE TO FORK.
 TU1520'TAKE RIGHT FORK UP ONTO KNOLL AND GO 0.05 MILE TO STATION.
 TU1520'
 TU1520'STATION MARK IS A STANDARD DISK STAMPED MAILI 1927, SET IN THE
 TU1520'TOP OF A 9-INCH-SQUARE, CONCRETE MONUMENT ABOUT 6 INCHES LOWER
 TU1520'THAN GENERAL BOULDER LEVEL.  IT IS ON A BOUNDARY LINE ANGLE OF A
 TU1520'FENCE LINE.  A JOG IN THE FENCE IS BUILT AROUND THE SOUTH SIDE
 TU1520'OF THE STATION MARK.
 TU1520'
 TU1520'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAILI NO 1,
 TU1520'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 2
 TU1520'FEET.  IT IS 3 FEET SOUTH OF THE FENCE LINE AND 2 FEET LOWER THAN
 TU1520'STATION MARK.
 TU1520'
 TU1520'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAILI NO 2,
 TU1520'CEMENTED IN A DRILL HOLE IN A LARGE, RED BOULDER THAT PROJECTS
 TU1520'1 FOOT ABOVE GROUND.  IT IS ON THE SOUTH SLOPE OF THE HILL AND
 TU1520'IS 1-1/2 FEET LOWER THAN STATION MARK.
 TU1520
 TU1520                          STATION RECOVERY (1969)
 TU1520
 TU1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1520'NO MEASUREMENT WAS MADE BETWEEN RMS DUE TO CREST OF KNOLL ON LINE.
 TU1520'
 TU1520'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 TU1520'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS RECOVERED AND
 TU1520'APPEARS TO BE IN GOOD CONDITION.  HOWEVER, A DIFFERENCE WAS
 TU1520'OBTAINED IN BOTH THE DISTANCE AND DIRECTION AND IT IS BELIEVED
 TU1520'THAT THE BOULDER WAS DISTURBED AT THE TIME THE FENCE WAS
 TU1520'CONSTRUCTED.  A NEW DESCRIPTION FOLLOWS.
 TU1520'
 TU1520'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF SCHOFIELD
 TU1520'BARRACKS, 4 MILES SOUTHEAST OF WAIALUA, ON A GRASSY KNOLL AT A
 TU1520'JOG IN A FENCELINE AND ON AN EAST-WEST RIDGE IN THE FOOTHILLS OF
 TU1520'THE WAIANAE MOUNTAINS.
 TU1520'
 TU1520'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83 AND
 TU1520'99, ABOUT 1 MILE SOUTHEAST OF WAIALUA, GO NORTHWEST ON STATE
 TU1520'HIGHWAY 99 FOR 0.8 MILE TO A TRAFFICE CIRCLE, TURN LEFT AND GO
 TU1520'WEST PASSING THROUGH AN UNDERPASS FOR 0.1 MILE TO KAHUI STREET,
 TU1520'TURN LEFT AND GO SOUTH ON KAHUI STREET FOR 0.05 MILE TO A DIRT
 TU1520'SIDE ROAD LEFT, BEAR LEFT AND GO SOUTHEAST ON THE DIRT ROAD FOR
 TU1520'0.25 MILE TO A REVERSE FORK, CONTINUE STRAIGHT AHEAD ON A
 TU1520'GRADED ROAD FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK AND
 TU1520'CONTINUE FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 TU1520'SOUTHERLY FOR 0.3 MILE TO THE HAI BROTHERS RANCH ON THE RIGHT,
 TU1520'CONTINUE AHEAD SOUTHERLY FOR 0.1 MILE TO A FORK, TAKE THE
 TU1520'RIGHT FORK AND CONTINUE SOUTHERLY ON A CANE FIELD ROAD FOR 0.1
 TU1520'MILE TO A LOCKED CABLE ACROSS ROAD, PASS THROUGH THE CABLE
 TU1520'GATE AND CONTINUE SOUTHERLY FOR 0.6 MILE TO A SIDE ROAD LEFT
 TU1520'AT A LOCKED GATE, TURN LEFT, PASSING THROUGH THE GATE AND GO
 TU1520'SOUTHERLY ON A BLADED ROAD FOR 0.2 MILE TO A FORK, TAKE THE
 TU1520'LEFT FORK AND CONTINUE ON THE MAIN ROAD FOR 0.65 MILE TO AN
 TU1520'IRRIGATION CANAL, PASS OVER THE CANAL AND CONTINUE FOR 0.1
 TU1520'MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHERLY
 TU1520'ON A MOUNTAIN ROAD PASSING THROUGH 5 MORE GATES FOR 5.7 MILES TO
 TU1520'THE SIXTH GATE WHICH IS A COMBINATION GATE AND CATTLE GUARD,
 TU1520'PASS THROUGH THIS GATE AND CONTINUE FOR 0.2 MILE TO A DIM TRACK
 TU1520'ROAD RIGHT, TURN RIGHT AND FOLLOW THE DIM TRACK ROAD FOR 0.1
 TU1520'MILE TO THE TOP OF A KNOLL ON THE RIDGE AND THE STATION AS
 TU1520'DESCRIBED.
 TU1520'
 TU1520'THE STATION MARK IS A STANDARD DISK STAMPED MAILI 1927, SET IN
 TU1520'THE TOP OF A SQUARE CONCRETE POST WHICH IS SLIGHTLY LOWER IN
 TU1520'ELEVATION THAN THE SURROUNDING REMAINS OF THE OLD TYPE A HAWAIIAN
 TU1520'TERRITORIAL SURVEY SIGNAL.  IT IS 6.0 FEET NORTH OF THE FENCE.
 TU1520'
 TU1520'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAILI NO 1, SET IN A
 TU1520'DRILL HOLE IN THE TOP OF A 3 X 3 FOOT BOUDLER PROJECTING ABOUT
 TU1520'2 FEET.  IT IS 3.0 FEET SOUTH OF THE FENCE, AND ABOUT 2 FEET LOWER
 TU1520'IN ELEVATION THAN THE STATION.
 TU1520'
 TU1520'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAILI NO 2, SET IN
 TU1520'A DRILL HOLE IN THE TOP OF A 3 X 3 FOOT BOULDER PROJECTING ABOUT
 TU1520'1 FOOT ABOVE THE GROUND.  IT IS 34.0 FEET SOUTH OF THE FENCE AND
 TU1520'ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TU1520'
 TU1520'NOTE--KEYS FOR THE LOCKED GATES MAY BE OBTAINED FROM THE HAI
 TU1520'BROTHERS RANCH WHICH IS MENTIONED ABOVE.  THIS IS A 4-WHEEL-DRIVE
 TU1520'STATION.
 TU1520'
 TU1520'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1520'
 TU1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1520'4 MILES SOUTHEAST OF WAIALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1692 ***********************************************************************
 TU1692  DESIGNATION -  MAILI USN RADIO STA W TWR OF 7
 TU1692  PID         -  TU1692
 TU1692  STATE/COUNTY-  HI/HONOLULU
 TU1692  USGS QUAD   -  WAIANAE (1983)
 TU1692
 TU1692                         *CURRENT SURVEY CONTROL
 TU1692  ___________________________________________________________________
 TU1692* NAD 83(1993)-  21 25 18.91486(N)    158 09 30.80028(W)     ADJUSTED  
 TU1692* LOCAL TIDAL -                                                        
 TU1692  ___________________________________________________________________
 TU1692  EPOCH DATE  -        1993.62
 TU1692  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 TU1692  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1692
 TU1692  HORZ ORDER  -  THIRD
 TU1692
 TU1692.The horizontal coordinates were established by classical geodetic methods
 TU1692.and adjusted by the National Geodetic Survey in December 1998..
 TU1692.The horizontal coordinates are valid at the epoch date displayed above.
 TU1692.The epoch date for horizontal control is a decimal equivalence
 TU1692.of Year/Month/Day.
 TU1692
 TU1692
 TU1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1692
 TU1692.The geoid height was determined by GEOID03.
 TU1692
 TU1692;                    North         East     Units Scale Factor Converg.
 TU1692;SPC HI 3     -    28,269.985   483,561.828   MT  0.99999334   -0 03 28.5
 TU1692;UTM  04      - 2,369,077.817   587,204.512   MT  0.99969397   +0 18 26.4
 TU1692
 TU1692                          SUPERSEDED SURVEY CONTROL
 TU1692
 TU1692  NAD 83(1986)-  21 25 18.86325(N)    158 09 30.81256(W) AD(       ) 4
 TU1692  OLD HI      -  21 25 30.25332(N)    158 09 40.70585(W) AD(       ) 3
 TU1692
 TU1692.Superseded values are not recommended for survey control.
 TU1692.NGS no longer adjusts projects to the OLD HI datum.
 TU1692.See file dsdata.txt to determine how the superseded data were derived.
 TU1692
 TU1692_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8720569078(NAD 83)
 TU1692
 TU1692  HISTORY     - Date     Condition        Report By
 TU1692  HISTORY     - 1964     MONUMENTED       CGS
 TU1692  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1692  HISTORY     - 1970     SEE DESCRIPTION  CGS
 TU1692
 TU1692                          STATION DESCRIPTION
 TU1692
 TU1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1692'LOCATED ON WEST END OF OAHU AT THE U.S. NAVAL RADIO STATION, WHICH
 TU1692'IS ABOUT 1 MILE EAST OF MAILI.
 TU1692'
 TU1692'STATION IS A TAPERING, SKELETON-STEEL TOWER, 670 FEET TALL AND
 TU1692'PAINTED ALTERNATE RED AND WHITE.  IT IS THE WESTERNMOST TOWER IN
 TU1692'A GROUP OF 7 IDENTICAL TOWERS AND IS AT THE POINT OF THE PATTERN
 TU1692'FORMED BY THE LOCATION OF THE TOWERS.  CENTER OF TOWER WAS
 TU1692'INTERSECTED.
 TU1692
 TU1692                          STATION RECOVERY (1969)
 TU1692
 TU1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1692'STATION RECOVERED IN GOOD CONDITION.
 TU1692
 TU1692                          STATION RECOVERY (1970)
 TU1692
 TU1692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1970 (GMW)
 TU1692'STATION DESTROYED.  TOWER WAS DEMOLISHED 7 JULY 1970.
 TU1692'
 TU1692'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 TU1692'NANAKULI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1715 ***********************************************************************
 TU1715  DESIGNATION -  MAILIILII
 TU1715  PID         -  TU1715
 TU1715  STATE/COUNTY-  HI/HONOLULU
 TU1715  USGS QUAD   -  WAIANAE (1983)
 TU1715
 TU1715                         *CURRENT SURVEY CONTROL
 TU1715  ___________________________________________________________________
 TU1715* NAD 83(1993)-  21 25 56.76649(N)    158 10 38.25402(W)     ADJUSTED  
 TU1715* LOCAL TIDAL -                                                        
 TU1715  ___________________________________________________________________
 TU1715  EPOCH DATE  -        1993.62
 TU1715  LAPLACE CORR-           7.80  (seconds)                    DEFLEC99
 TU1715  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU1715
 TU1715  HORZ ORDER  -  THIRD
 TU1715
 TU1715.The horizontal coordinates were established by classical geodetic methods
 TU1715.and adjusted by the National Geodetic Survey in December 1998..
 TU1715.The horizontal coordinates are valid at the epoch date displayed above.
 TU1715.The epoch date for horizontal control is a decimal equivalence
 TU1715.of Year/Month/Day.
 TU1715
 TU1715
 TU1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1715
 TU1715.The geoid height was determined by GEOID03.
 TU1715
 TU1715;                    North         East     Units Scale Factor Converg.
 TU1715;SPC HI 3     -    29,436.232   481,620.576   MT  0.99999417   -0 03 53.2
 TU1715;UTM  04      - 2,370,231.314   585,256.451   MT  0.99968982   +0 18 02.3
 TU1715
 TU1715                          SUPERSEDED SURVEY CONTROL
 TU1715
 TU1715  NAD 83(1986)-  21 25 56.71485(N)    158 10 38.26730(W) AD(       ) 4
 TU1715  OLD HI      -  21 26 07.99200(N)    158 10 48.11600(W) AD(       ) 3
 TU1715
 TU1715.Superseded values are not recommended for survey control.
 TU1715.NGS no longer adjusts projects to the OLD HI datum.
 TU1715.See file dsdata.txt to determine how the superseded data were derived.
 TU1715
 TU1715_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8525670231(NAD 83)
 TU1715
 TU1715  HISTORY     - Date     Condition        Report By
 TU1715  HISTORY     - UNK      MONUMENTED
 TU1715  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1715
 TU1715                          STATION DESCRIPTION
 TU1715
 TU1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1715'STATION POINT WAS DETERMINED BY INVERSE FROM STATION MAILILII
 TU1715'1927 AND A SEARCH WAS MADE, BUT NO MARK OF ANY KIND WAS
 TU1715'FOUND.  STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1716 ***********************************************************************
 TU1716  DESIGNATION -  MAILIILII RESET
 TU1716  PID         -  TU1716
 TU1716  STATE/COUNTY-  HI/HONOLULU
 TU1716  USGS QUAD   -  WAIANAE (1983)
 TU1716
 TU1716                         *CURRENT SURVEY CONTROL
 TU1716  ___________________________________________________________________
 TU1716* NAD 83(1993)-  21 25 56.76651(N)    158 10 38.23713(W)     ADJUSTED  
 TU1716* LOCAL TIDAL -       220.     (meters)     722.     (feet)  SCALED    
 TU1716  ___________________________________________________________________
 TU1716  EPOCH DATE  -        1993.62
 TU1716  LAPLACE CORR-           7.80  (seconds)                    DEFLEC99
 TU1716  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU1716
 TU1716  HORZ ORDER  -  THIRD
 TU1716
 TU1716.The horizontal coordinates were established by classical geodetic methods
 TU1716.and adjusted by the National Geodetic Survey in December 1998..
 TU1716.The horizontal coordinates are valid at the epoch date displayed above.
 TU1716.The epoch date for horizontal control is a decimal equivalence
 TU1716.of Year/Month/Day.
 TU1716
 TU1716.The orthometric height was scaled from a topographic map.
 TU1716
 TU1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1716
 TU1716.The geoid height was determined by GEOID03.
 TU1716
 TU1716;                    North         East     Units Scale Factor Converg.
 TU1716;SPC HI 3     -    29,436.232   481,621.062   MT  0.99999417   -0 03 53.2
 TU1716;UTM  04      - 2,370,231.317   585,256.937   MT  0.99968982   +0 18 02.3
 TU1716
 TU1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1716!SPC HI 3     -   0.99996300  x   0.99999417  =   0.99995717
 TU1716!UTM  04      -   0.99996300  x   0.99968982  =   0.99965283
 TU1716
 TU1716|---------------------------------------------------------------------|
 TU1716| PID    Reference Object                     Distance      Geod. Az  |
 TU1716|                                                           dddmmss.s |
 TU1716| CJ8816 MAILIILII RM 1                        3.150 METERS 09104     |
 TU1716| TU1741 NANAKULI KAISER CEMENT PLT TK       APPROX. 4.7 KM 1302902.4 |
 TU1716| CJ8817 MAILIILII RM 2                        3.791 METERS 27027     |
 TU1716|---------------------------------------------------------------------|
 TU1716
 TU1716                          SUPERSEDED SURVEY CONTROL
 TU1716
 TU1716  NAD 83(1986)-  21 25 56.71496(N)    158 10 38.24910(W) AD(       ) 3
 TU1716  OLD HI      -  21 26 08.06300(N)    158 10 48.14400(W) AD(       ) 3
 TU1716
 TU1716.Superseded values are not recommended for survey control.
 TU1716.NGS no longer adjusts projects to the OLD HI datum.
 TU1716.See file dsdata.txt to determine how the superseded data were derived.
 TU1716
 TU1716_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8525770231(NAD 83)
 TU1716
 TU1716  HISTORY     - Date     Condition        Report By
 TU1716  HISTORY     - 1965     MONUMENTED       CGS
 TU1716  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1716
 TU1716                          STATION DESCRIPTION
 TU1716
 TU1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1716'THE OLD STATION, CONSISTING OF A 1-INCH DRILL HOLE AT THE CENTER OF
 TU1716'A CROSS, IN A FLAT ROCK, WAS RECOVERED.  BECAUSE OF THE MANY
 TU1716'BOULDERS AT THE SITE IT IS BELIEVED THAT A CAIRN WAS PREVIOUSLY
 TU1716'BUILT OVER THE MARK.  THE STATION WAS RE-MARKED WITH A STANDARD
 TU1716'DISK AND TWO REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 TU1716'DESCRIPTION FOLLOWS--
 TU1716'
 TU1716'STATION IS LOCATED ON THE SUMMIT OF PUU MAILIILII, A BRUSHY HILL OF
 TU1716'ABOUT 723 FEET ELEVATION THAT SETS ON THE EAST SIDE OF STATE
 TU1716'HIGHWAY 90, AT THE NORTH END OF THE VILLAGE OF MAILI.
 TU1716'
 TU1716'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1716'STATE HIGHWAY 90 FOR 0.05 MILE.  TURN RIGHT AND GO EAST ON
 TU1716'LUALUALEI HOMESTEAD RD. FOR 1.2 MILES TO FORK.  TAKE RIGHT FORK
 TU1716'AND GO DOWNGRADE 0.1 MILE.  TURN RIGHT AND FOLLOW FARM DRIVE
 TU1716'FOR 0.1 MILE TO BUILDINGS AND END OF TRUCK TRAVEL.  PACK WESTERLY
 TU1716'UP ALONG RIDGE LINE ABOUT 1/2-MILE TO TOP AND STATION.
 TU1716'
 TU1716'STATION MARK IS A STANDARD DISK STAMPED MAILIILII 1927 1965,
 TU1716'CEMENTED IN A DRILL HOLE IN THE 7 X 16-INCH, FLAT, EXPOSED
 TU1716'SURFACE OF A LARGE ROCK, FLUSH WITH SURROUNDING ROCKS.  IT IS
 TU1716'DIRECTLY IN LINE WITH THE SOUTHEAST BOUNDARY FENCE OF THE
 TU1716'U.S. NAVAL RADIO STATION AREA AND IS AT THE INTERSECTING POINT OF
 TU1716'SEVERAL PROPERTY LINES.
 TU1716'
 TU1716'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAILIILII
 TU1716'1927 NO 1 1965, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER
 TU1716'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS ALONG THE RIDGE LINE,
 TU1716'AT SAME ELEVATION AS STATION.
 TU1716'
 TU1716'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAILIILII
 TU1716'1927 NO 2 1965, CEMENTED IN A DRILL HOLE IN A 2-FOOT-SQUARE
 TU1716'BOULDER THAT PROJECTS 2 FEET ABOVE GROUND.  IT IS ALONG THE RIDGE
 TU1716'LINE, AT WEST END OF BOULDER AREA AND AT ABOUT SAME ELEVATION
 TU1716'AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1829 ***********************************************************************
 TU1829  DESIGNATION -  MAKA
 TU1829  PID         -  TU1829
 TU1829  STATE/COUNTY-  HI/KAUAI
 TU1829  USGS QUAD   -  HANAPEPE (1996)
 TU1829
 TU1829                         *CURRENT SURVEY CONTROL
 TU1829  ___________________________________________________________________
 TU1829* NAD 83(1993)-  21 56 17.29621(N)    159 38 59.92971(W)     ADJUSTED  
 TU1829* LOCAL TIDAL -                                                        
 TU1829  ___________________________________________________________________
 TU1829  EPOCH DATE  -        1993.62
 TU1829  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 TU1829  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU1829
 TU1829  HORZ ORDER  -  THIRD
 TU1829
 TU1829.The horizontal coordinates were established by classical geodetic methods
 TU1829.and adjusted by the National Geodetic Survey in December 1998..
 TU1829.The horizontal coordinates are valid at the epoch date displayed above.
 TU1829.The epoch date for horizontal control is a decimal equivalence
 TU1829.of Year/Month/Day.
 TU1829
 TU1829
 TU1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1829
 TU1829.The geoid height was determined by GEOID03.
 TU1829
 TU1829;                    North         East     Units Scale Factor Converg.
 TU1829;SPC HI 4     -    11,612.330   484,506.128   MT  0.99999296   -0 03 21.7
 TU1829;UTM  04      - 2,426,121.954   432,878.362   MT  0.99965567   -0 14 34.2
 TU1829
 TU1829                          SUPERSEDED SURVEY CONTROL
 TU1829
 TU1829  NAD 83(1986)-  21 56 17.26313(N)    159 38 59.94876(W) AD(       ) 4
 TU1829  OLD HI      -  21 56 28.53400(N)    159 39 09.99700(W) AD(       ) 3
 TU1829
 TU1829.Superseded values are not recommended for survey control.
 TU1829.NGS no longer adjusts projects to the OLD HI datum.
 TU1829.See file dsdata.txt to determine how the superseded data were derived.
 TU1829
 TU1829_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3287826122(NAD 83)
 TU1829
 TU1829  HISTORY     - Date     Condition        Report By
 TU1829  HISTORY     - 1910     MONUMENTED       CGS
 TU1829  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1829  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1829
 TU1829                          STATION DESCRIPTION
 TU1829
 TU1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1829'ON SOUTH COAST OF KAUAI, A FLAGPOLE ON PIER AT MAKAWELI LANDING.
 TU1829
 TU1829                          STATION RECOVERY (1965)
 TU1829
 TU1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1829'STATION IS GONE, MAKAWELI LANDING HAS BEEN REMOVED.
 TU1829
 TU1829                          STATION RECOVERY (2005)
 TU1829
 TU1829'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3184 ***********************************************************************
 TU3184  DESIGNATION -  MAKA
 TU3184  PID         -  TU3184
 TU3184  STATE/COUNTY-  HI/MAUI
 TU3184  USGS QUAD   -  
 TU3184
 TU3184                         *CURRENT SURVEY CONTROL
 TU3184  ___________________________________________________________________
 TU3184* NAD 83(1993)-  20 33 40.28131(N)    156 39 34.01535(W)     ADJUSTED  
 TU3184* LOCAL TIDAL -         9.8    (meters)      32.     (feet)  VERT ANG  
 TU3184  ___________________________________________________________________
 TU3184  EPOCH DATE  -        1993.62
 TU3184  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 TU3184  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU3184
 TU3184  HORZ ORDER  -  SECOND
 TU3184
 TU3184.The horizontal coordinates were established by classical geodetic methods
 TU3184.and adjusted by the National Geodetic Survey in December 1998..
 TU3184.The horizontal coordinates are valid at the epoch date displayed above.
 TU3184.The epoch date for horizontal control is a decimal equivalence
 TU3184.of Year/Month/Day.
 TU3184
 TU3184.The orthometric height was determined by vertical angle observations.
 TU3184
 TU3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3184
 TU3184.The geoid height was determined by GEOID03.
 TU3184
 TU3184;                    North         East     Units Scale Factor Converg.
 TU3184;SPC HI 2     -    25,225.087   500,752.600   MT  0.99996667   +0 00 09.1
 TU3184;UTM  04      - 2,275,335.543   744,006.030   MT  1.00033589   +0 49 20.7
 TU3184
 TU3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3184!SPC HI 2     -   0.99999600  x   0.99996667  =   0.99996267
 TU3184!UTM  04      -   0.99999600  x   1.00033589  =   1.00033189
 TU3184
 TU3184|---------------------------------------------------------------------|
 TU3184| PID    Reference Object                     Distance      Geod. Az  |
 TU3184|                                                           dddmmss.s |
 TU3184| CN5876 MAKA RM 1                            19.655 METERS 07422     |
 TU3184| TU3181 COB 2                               APPROX. 2.0 KM 1334704.3 |
 TU3184| CN5877 MAKA RM 2                            17.023 METERS 16710     |
 TU3184|---------------------------------------------------------------------|
 TU3184
 TU3184                          SUPERSEDED SURVEY CONTROL
 TU3184
 TU3184  NAD 83(1986)-  20 33 40.26093(N)    156 39 34.00341(W) AD(       ) 2
 TU3184  OLD HI      -  20 33 51.71740(N)    156 39 44.16820(W) AD(       ) 2
 TU3184
 TU3184.Superseded values are not recommended for survey control.
 TU3184.NGS no longer adjusts projects to the OLD HI datum.
 TU3184.See file dsdata.txt to determine how the superseded data were derived.
 TU3184
 TU3184_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4400675336(NAD 83)
 TU3184_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3184_SETTING: 66 = SET IN ROCK OUTCROP
 TU3184
 TU3184  HISTORY     - Date     Condition        Report By
 TU3184  HISTORY     - 1963     MONUMENTED       CGS
 TU3184
 TU3184                          STATION DESCRIPTION
 TU3184
 TU3184'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3184'STATION IS LOCATED ON MAKAALAE POINT OF KAHOOLAWE ISLAND.  THE
 TU3184'MARK IS A STANDARD DISC STAMPED MAKA 1963 AND SET WITH CEMENT
 TU3184'IN BEDROCK, LEVEL WITH SURROUNDING GROUND.  THE STATION IS ON
 TU3184'THE NORTHERNMOST PORTION OF THE POINT ON LEVEL GROUND AND 20
 TU3184'FEET SOUTH OF THE TOP EDGE OF THE 30 FOOT BLUFF WHICH RISES
 TU3184'VERTICALLY FROM THE HWL.  MAKA IS 15 FEET EAST OF FORMER
 TU3184'TRIANGULATION STATION TRAY WHICH IS MARKED BY A POLE HELD
 TU3184'AGAINST THE SIDE OF A LARGE BOULDER (5 FEET IN DIAMETER) BY A
 TU3184'PILE OF SMALLER ROCKS.
 TU3184'
 TU3184'TO REACH THE STATION LANDINGS CAN BE MADE ON A SANDY BEACH
 TU3184'JUST TO THE WEST OF THE STATION IN THE LEE PART OF A PROTECTED
 TU3184'COVE.  FROM HERE IT IS A 10 MINUTE HIKE TO THE STATION.
 TU3184'
 TU3184'STATION MARK, STAMPED MAKA 1963, IS LOCATED ON LEVEL GROUND.  THERE
 TU3184'ARE SEVERAL LARGE BOULDERS NEAR THE STATION.  NO UNDERGROUND OR
 TU3184'WITNESS MARKS WERE ESTABLISHED.
 TU3184'
 TU3184'REFERENCE MARK 1 IS A STANDARD DISC STAMPED MAKA 1963 NO 1 AND
 TU3184'SET WITH CEMENT IN BEDROCK APPROXIMATELY LEVEL WITH THE
 TU3184'STATION.  THE MARK IS JUST ON THE OTHER SIDE OF A SMALL RAVINE
 TU3184'ABOUT 8 FEET DEEP AND LOCATED ON THE TOP OF A PROTRUDING SECTION
 TU3184'OF BEDROCK.
 TU3184'
 TU3184'REFERENCE MARK 2 IS A STANDARD DISC STAMPED MAKA 1963 NO 2 AND SET
 TU3184'WITH CEMENT IN BEDROCK APPROXIMATELY LEVEL WITH THE STATION.  THE
 TU3184'MARK IS LOCATED IN THE CENTER OF 3 FOOT IN DIAMETER PATCH OF
 TU3184'BEDROCK WHICH IS LEVEL WITH SURROUNDING GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2010 ***********************************************************************
 TU2010  DESIGNATION -  MAKA 1927
 TU2010  PID         -  TU2010
 TU2010  STATE/COUNTY-  HI/KAUAI
 TU2010  USGS QUAD   -  MAKAHA POINT (1983)
 TU2010
 TU2010                         *CURRENT SURVEY CONTROL
 TU2010  ___________________________________________________________________
 TU2010* NAD 83(1993)-  22 08 19.21470(N)    159 43 50.82445(W)     ADJUSTED  
 TU2010* LOCAL TIDAL -        11.     (meters)      36.     (feet)  SCALED    
 TU2010  ___________________________________________________________________
 TU2010  EPOCH DATE  -        1993.62
 TU2010  LAPLACE CORR-           8.79  (seconds)                    DEFLEC99
 TU2010  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU2010
 TU2010  HORZ ORDER  -  THIRD
 TU2010
 TU2010.The horizontal coordinates were established by classical geodetic methods
 TU2010.and adjusted by the National Geodetic Survey in December 1998..
 TU2010.The horizontal coordinates are valid at the epoch date displayed above.
 TU2010.The epoch date for horizontal control is a decimal equivalence
 TU2010.of Year/Month/Day.
 TU2010
 TU2010.The orthometric height was scaled from a topographic map.
 TU2010
 TU2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2010
 TU2010.The geoid height was determined by GEOID03.
 TU2010
 TU2010;                    North         East     Units Scale Factor Converg.
 TU2010;SPC HI 4     -    33,827.770   476,192.120   MT  0.99999700   -0 05 13.1
 TU2010;UTM  04      - 2,448,357.114   424,639.883   MT  0.99967017   -0 16 31.5
 TU2010
 TU2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2010!SPC HI 4     -   0.99999576  x   0.99999700  =   0.99999276
 TU2010!UTM  04      -   0.99999576  x   0.99967017  =   0.99966593
 TU2010
 TU2010                          SUPERSEDED SURVEY CONTROL
 TU2010
 TU2010  NAD 83(1986)-  22 08 19.18278(N)    159 43 50.85026(W) AD(       ) 3
 TU2010  OLD HI      -  22 08 30.49500(N)    159 44 00.90100(W) AD(       ) 3
 TU2010
 TU2010.Superseded values are not recommended for survey control.
 TU2010.NGS no longer adjusts projects to the OLD HI datum.
 TU2010.See file dsdata.txt to determine how the superseded data were derived.
 TU2010
 TU2010_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2464048357(NAD 83)
 TU2010_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2010_SETTING: 80 = SET IN A BOULDER
 TU2010_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU2010
 TU2010  HISTORY     - Date     Condition        Report By
 TU2010  HISTORY     - 1927     MONUMENTED       CGS
 TU2010  HISTORY     - 1962     SEE DESCRIPTION  USGS
 TU2010  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2010
 TU2010                          STATION DESCRIPTION
 TU2010
 TU2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2010'ON THE WEST COAST OF KAUAI, ON THE SHINGLE BEACH AT MAKAHA
 TU2010'POINT.  BEST REACHED BY SMALL BOAT IN SMOOTH WEATHER.  IN ROUGHER
 TU2010'WEATHER A LANDING CAN BE MADE IN THE LEE OF A SHELF 1-1/2 MILES
 TU2010'NORTHEAST OF MAKAHA POINT.  MARKED ACCORDING TO NOTE 5, A STANDARD
 TU2010'DISK IN CONCRETE IN BOWLDER.  TWO REFERENCE MARKS, NOTE 12C,
 TU2010'STANDARD REFERENCE DISKS IN BOWLDERS, ARE AT THE FOLLOWING
 TU2010'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 16.85 METERS (55.3
 TU2010'FEET), 277 DEG 36 MIN.  NO. 2, 14.65 METERS (48.1 FEET), 333
 TU2010'DEG 49 MIN.
 TU2010
 TU2010                          STATION RECOVERY (1962)
 TU2010
 TU2010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 TU2010'STATION SEARCHED FOR AND NOT FOUND.  R.M. 1 AND R.M. 2 RECOVERED
 TU2010'IN GOOD CONDITION.
 TU2010'
 TU2010'THE STATION MARK WAS LOCATED IN AN AREA WHERE HIGH TIDES AND
 TU2010'STORMS COULD WASH IT OUT AND IT HAS PROBABLY BEEN DESTROYED.
 TU2010
 TU2010                          STATION RECOVERY (1966)
 TU2010
 TU2010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2010'STATION MARK HAS BEEN DESTROYED.  BOTH REFERENCE MARKS WERE
 TU2010'RECOVERED IN GOOD CONDITION.  IT IS LIKELY THAT SEVERE WAVE ACTION
 TU2010'HAS REMOVED THE BOULDER THE STATION MARK WAS IN.
 TU2010'
 TU2010'R.M. 1 IS AN UNSTAMPED DISK CEMENTED IN A DRILL HOLE IN AN 8-FOOT
 TU2010'BLACK ROCK PROJECTING 3 FEET.  IT IS 16 FEET MAKAI FROM CLIFF BASE.
 TU2010'
 TU2010'R.M. 2 IS AN UNSTAMPED DISK CEMENTED IN A DRILL HOLE IN THE
 TU2010'SOUTHWEST END OF A LONG, BLACK LAVA ROCK LEDGE RUNNING DOWN FROM
 TU2010'CLIFF EDGE.  IT IS 30 FEET MAKAI FROM CLIFF BASE AND 4 FEET ABOVE
 TU2010'GENERAL BEACH ROCK LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2766 ***********************************************************************
 TU2766  DESIGNATION -  MAKAALAE
 TU2766  PID         -  TU2766
 TU2766  STATE/COUNTY-  HI/MAUI
 TU2766  USGS QUAD   -  HANA (1983)
 TU2766
 TU2766                         *CURRENT SURVEY CONTROL
 TU2766  ___________________________________________________________________
 TU2766* NAD 83(1993)-  20 42 31.08040(N)    155 59 20.78781(W)     ADJUSTED  
 TU2766* LOCAL TIDAL -        10.5    (meters)      34.     (feet)  VERT ANG  
 TU2766  ___________________________________________________________________
 TU2766  EPOCH DATE  -        1993.62
 TU2766  LAPLACE CORR-         -14.25  (seconds)                    DEFLEC99
 TU2766  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU2766
 TU2766  HORZ ORDER  -  FIRST
 TU2766
 TU2766.The horizontal coordinates were established by classical geodetic methods
 TU2766.and adjusted by the National Geodetic Survey in December 1998..
 TU2766.The horizontal coordinates are valid at the epoch date displayed above.
 TU2766.The epoch date for horizontal control is a decimal equivalence
 TU2766.of Year/Month/Day.
 TU2766
 TU2766.The orthometric height was determined by vertical angle observations.
 TU2766
 TU2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2766
 TU2766.The geoid height was determined by GEOID03.
 TU2766
 TU2766;                    North         East     Units Scale Factor Converg.
 TU2766;SPC HI 2     -    41,695.994   570,580.768   MT  1.00002821   +0 14 22.6
 TU2766;UTM  05      - 2,292,775.661   188,640.067   MT  1.00079828   -1 03 28.3
 TU2766;UTM  04      - 2,292,817.744   813,630.689   MT  1.00081582   +1 03 56.1
 TU2766
 TU2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2766!SPC HI 2     -   0.99999605  x   1.00002821  =   1.00002426
 TU2766!UTM  05      -   0.99999605  x   1.00079828  =   1.00079433
 TU2766!UTM  04      -   0.99999605  x   1.00081582  =   1.00081187
 TU2766
 TU2766|---------------------------------------------------------------------|
 TU2766| PID    Reference Object                     Distance      Geod. Az  |
 TU2766|                                                           dddmmss.s |
 TU2766| CN5878 MAKAALAE RM 1                        17.000 METERS 09856     |
 TU2766| CN5879 MAKAALAE RM 2                        24.184 METERS 18606     |
 TU2766| TU2832 KEAKAAMANU 2                        APPROX. 2.7 KM 3153449.3 |
 TU2766| TU2769 MAKAALAE STONE PIER                  35.197 METERS 33607     |
 TU2766|---------------------------------------------------------------------|
 TU2766
 TU2766                          SUPERSEDED SURVEY CONTROL
 TU2766
 TU2766  NAD 83(1986)-  20 42 31.04836(N)    155 59 20.80694(W) AD(       ) 1
 TU2766  OLD HI      -  20 42 42.54800(N)    155 59 30.86800(W) AD(       ) 1
 TU2766
 TU2766.Superseded values are not recommended for survey control.
 TU2766.NGS no longer adjusts projects to the OLD HI datum.
 TU2766.See file dsdata.txt to determine how the superseded data were derived.
 TU2766
 TU2766_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8864092776(NAD 83)
 TU2766_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2766_SETTING: 66 = SET IN ROCK OUTCROP
 TU2766
 TU2766  HISTORY     - Date     Condition        Report By
 TU2766  HISTORY     - 1950     MONUMENTED       CGS
 TU2766  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2766  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2766
 TU2766                          STATION DESCRIPTION
 TU2766
 TU2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2766'LOCATED NEAR THE EASTERN END OF EAST MAUI, IN LAND OF
 TU2766'MAKAALAE, ABOUT 3 MILES, AIRLINE, SOUTH OF HANA, NEAR THE
 TU2766'WESTERN SIDE OF MAKAALAE POINT, ON APPROXIMATELY THE HIGHEST
 TU2766'POINT OF GROUND, IN PASTURE LAND OF THE HANA RANCH CO. 64
 TU2766'PACES NORTHEAST OF THE SEA PALI, 94 PACES NORTH OF A MASONRY
 TU2766'WATER TROUGH, 69 PACES NORTHWEST OF ANOTHER TROUGH AND 35.24
 TU2766'METERS SOUTH OF A CIRCULAR MASONRY STRUCTURE, (6 FEET HIGH AND
 TU2766'5 FEET IN DIAMETER WITH AN IRON TOP PIECE IN CENTER OF
 TU2766'CONCRETE TOP) OF ABANDONED INDUSTRIAL PLANT.
 TU2766'
 TU2766'STATION IS A STANDARD DISK CEMENTED IN LAVA OUTCROP
 TU2766'PROJECTING ABOUT 10 INCHES.  STAMPED MAKAALAE 1950.
 TU2766'
 TU2766'REFERENCE MARK NO.1 IS EAST OF THE STATION.  A STANDARD DISK
 TU2766'CEMENTED IN A BURIED BOULDER PROJECTING ABOUT 1 FOOT, STAMPED
 TU2766'MAKAALAE NO 1 1950.
 TU2766'
 TU2766'REFERENCE MARK NO.2 IS SOUTH SOUTHWEST OF THE STATION.  A
 TU2766'STANDARD DISK CEMENTED IN A BURIED BOULDER PROJECTING 6 INCHES,
 TU2766'STAMPED MAKAALAE NO 2 1950.
 TU2766'
 TU2766'TO REACH FROM THE POST OFFICE AT HANA--GO SOUTHERLY ON COAST
 TU2766'ROAD FOR 3.7 MILES, TURN LEFT THROUGH A BOARD GATE AND GO EAST
 TU2766'ON TRACK ROAD FOR 0.4 MILES TO COAST AND STATION JUST SOUTHEAST
 TU2766'OF OLD CONCRETE FOUNDATIONS.
 TU2766'
 TU2766'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 TU2766
 TU2766                          STATION RECOVERY (1961)
 TU2766
 TU2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2766'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 TU2766'DESCRIBED.  THE REFERENCE MARKS ARE ALMOST BURIED IN THE LUSH
 TU2766'GRASS.
 TU2766'
 TU2766'THE DESCRIPTION IS ADEQUATE.
 TU2766
 TU2766                          STATION RECOVERY (1968)
 TU2766
 TU2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2766'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2766'DISCREPANCY WAS NOTED IN THE DISTANCE TO RM NO. 1.  IT WAS
 TU2766'DOUBLE-CHECKED AND THE 1950 DISTANCE FOUND TO BE SLOPE
 TU2766'DISTANCE.  THE 1968 DISTANCE IS CORRECT HORIZONTAL DISTANCE.  A
 TU2766'COMPLETE DESCRIPTION FOLLOWS--
 TU2766'
 TU2766'STATION IS LOCATED ABOUT 3 MILES SOUTH OF HANA, IN
 TU2766'PASTURELAND, ON MAKAALAE POINT, ABOUT 50 YARDS SOUTHEAST OF
 TU2766'OLD CONCRETE FOUNDATIONS, AND 75 YARDS SOUTHEAST OF A LARGE,
 TU2766'LONE, IRONWOOD TREE.
 TU2766'
 TU2766'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2766'STATE HIGHWAY 31 FOR 2.9 MILES TO CONCRETE BRIDGE.  CONTINUE
 TU2766'FOR 0.1 MILE TO WIRE GATE ON LEFT, AT TELEPHONE POLE 66T.  PASS
 TU2766'THROUGH GATE AND FOLLOW FIELD ROAD WEST FOR 0.45 MILE TO
 TU2766'STATION.
 TU2766'
 TU2766'STATION MARK IS A STANDARD DISK STAMPED MAKAALAE 1950, CEMENTED
 TU2766'IN A DRILL HOLE IN A BOULDER PROJECTING 5 INCHES FROM
 TU2766'GROUND.  IT IS 204 FEET WEST OF THE NORTH 1 OF 2 LARGE, STONE
 TU2766'AND CONCRETE TROUGHS AND 57 YARDS NORTH OF A ROW OF IRONWOOD
 TU2766'AND PINE TREES AT EDGE OF PASTURE.
 TU2766'
 TU2766'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU2766'MAKAALAE NO 1 1950, CEMENTED IN A DRILL HOLE IN A SMALL
 TU2766'BEDROCK OUTCROP PROJECTING 2 INCHES FROM GROUND.  IT IS 148
 TU2766'FEET WEST OF THE NORTH 1 OF THE 2 TROUGHS AND IS 2 FEET LOWER
 TU2766'THAN STATION MARK.
 TU2766'
 TU2766'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2766'MAKAALAE NO 2 1950, CEMENTED IN A DRILL HOLE IN A LONG,
 TU2766'NARROW, BEDROCK OUTCROP THAT PROJECTS 5 INCHES FROM GROUND.  IT
 TU2766'IS 90 FEET NORTH OF EDGE OF PINE TREES AND 3.44 FEET LOWER
 TU2766'THAN STATION MARK.
 TU2766'
 TU2766'STONE PIER IS A 6-FOOT-DIAMETER, STONE AND MORTAR STRUCTURE,
 TU2766'WITH A CONICAL TOP, IN WHICH IS A 3-INCH-DIAMETER IRON BOLT,
 TU2766'WHICH IS 6 FEET ABOVE GROUND.  THE PIER SETS ABOUT 30 FEET
 TU2766'SOUTHEAST FROM THE OLD FOUNDATION AND IS THE SOUTHEASTERN 1
 TU2766'OF SEVERAL SIMILAR STRUCTURES, WHICH WERE ONCE BASES FOR
 TU2766'ANTENNA MASTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1696 ***********************************************************************
 TU1696  DESIGNATION -  MAKAHA
 TU1696  PID         -  TU1696
 TU1696  STATE/COUNTY-  HI/HONOLULU
 TU1696  USGS QUAD   -  WAIANAE (1983)
 TU1696
 TU1696                         *CURRENT SURVEY CONTROL
 TU1696  ___________________________________________________________________
 TU1696* NAD 83(1993)-  21 28 02.51770(N)    158 11 17.95543(W)     ADJUSTED  
 TU1696* LOCAL TIDAL -       400.     (meters)    1312.     (feet)  SCALED    
 TU1696  ___________________________________________________________________
 TU1696  EPOCH DATE  -        1993.62
 TU1696  LAPLACE CORR-           8.10  (seconds)                    DEFLEC99
 TU1696  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU1696
 TU1696  HORZ ORDER  -  SECOND
 TU1696
 TU1696.The horizontal coordinates were established by classical geodetic methods
 TU1696.and adjusted by the National Geodetic Survey in December 1998..
 TU1696.The horizontal coordinates are valid at the epoch date displayed above.
 TU1696.The epoch date for horizontal control is a decimal equivalence
 TU1696.of Year/Month/Day.
 TU1696
 TU1696.The orthometric height was scaled from a topographic map.
 TU1696
 TU1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1696
 TU1696.The geoid height was determined by GEOID03.
 TU1696
 TU1696;                    North         East     Units Scale Factor Converg.
 TU1696;SPC HI 3     -    33,305.192   480,481.963   MT  0.99999471   -0 04 08.1
 TU1696;UTM  04      - 2,374,091.747   584,093.523   MT  0.99968738   +0 17 49.4
 TU1696
 TU1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1696!SPC HI 3     -   0.99993470  x   0.99999471  =   0.99992941
 TU1696!UTM  04      -   0.99993470  x   0.99968738  =   0.99962210
 TU1696
 TU1696|---------------------------------------------------------------------|
 TU1696| PID    Reference Object                     Distance      Geod. Az  |
 TU1696|                                                           dddmmss.s |
 TU1696| CJ8822 MAKAHA RM 2                          15.132 METERS 04935     |
 TU1696| TU1635 KAUA                                APPROX. 9.7 KM 1070707.8 |
 TU1696| TU1695 WAIANAE MILL CHIMNEY                APPROX. 2.5 KM 1765909.5 |
 TU1696| CJ8821 MAKAHA RM 1                           3.556 METERS 27751     |
 TU1696|---------------------------------------------------------------------|
 TU1696
 TU1696                          SUPERSEDED SURVEY CONTROL
 TU1696
 TU1696  NAD 83(1986)-  21 28 02.46654(N)    158 11 17.96714(W) AD(       ) 2
 TU1696  OLD HI      -  21 28 13.82700(N)    158 11 27.87500(W) AD(       ) 2
 TU1696
 TU1696.Superseded values are not recommended for survey control.
 TU1696.NGS no longer adjusts projects to the OLD HI datum.
 TU1696.See file dsdata.txt to determine how the superseded data were derived.
 TU1696
 TU1696_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8409474092(NAD 83)
 TU1696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1696_SETTING: 66 = SET IN ROCK OUTCROP
 TU1696
 TU1696  HISTORY     - Date     Condition        Report By
 TU1696  HISTORY     - 1927     MONUMENTED       CGS
 TU1696  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1696
 TU1696                          STATION DESCRIPTION
 TU1696
 TU1696'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1696'IN WESTERN PART OF OAHU, ABOUT 1-3/4 MILES NORTH OF WAIANAE,
 TU1696'ON FIRST RIDGE NORTH OF WAIANAE LEADING WEST FROM WAIANAE RANGE
 TU1696'ON A PROMINENT RISE IN RIDGE, VERY NEAR HALFWAY ALONG THE
 TU1696'RIDGE FROM THE WESTERN END TO WHERE IT BECOMES
 TU1696'PRECIPITOUS.  MARKED ACCORDING TO NOTE 2, A STANDARD DISK
 TU1696'STATION MARK IN OUTCROPPING BEDROCK.  REFERENCE MARKS, NOTE 12A,
 TU1696'STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK, ARE AT THE
 TU1696'FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 3.556
 TU1696'METERS 11.67 FEET), 97 DEG 51 MIN.  NO. 2, 15.132 METERS (49.65
 TU1696'FEET), 229 DEG 36 MIN.  RE-MARKED ACCORDING TO NOTE 14X IN
 TU1696'1929.
 TU1696
 TU1696                          STATION RECOVERY (1964)
 TU1696
 TU1696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1696'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1696'COMPLETE DESCRIPTION FOLLOWS--
 TU1696'
 TU1696'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF WAIANAE ON THE
 TU1696'PROMINENT RIDGE NORTH OF THE TOWN, AT A POINT ABOUT 1312 FEET
 TU1696'ELEVATION.
 TU1696'
 TU1696'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTHWEST ON
 TU1696'FARRINGTON HIGHWAY FOR 1.7 MILES.  TURN RIGHT AND GO NORTHEAST ON
 TU1696'MAIUU RD. FOR 0.3 MILE TO T-JUNCTION OF KAUIAWAHA RD. AT POINT OF
 TU1696'RIDGE.  FROM HERE PACK NORTHEAST ON TRAIL UP POINT OF RIDGE AND
 TU1696'FOLLOW IT ALONG RIDGE CREST FOR ABOUT 1 MILE TO STATION.  (A
 TU1696'1-HOUR PACK).
 TU1696'
 TU1696'STATION MARK IS A STANDARD DISK STAMPED MAKAHA 1927, CEMENTED IN
 TU1696'A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS 1-1/2 FEET
 TU1696'ABOVE GROUND.
 TU1696'
 TU1696'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAKAHA
 TU1696'NO 1, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK LEDGE THAT
 TU1696'EXTENDS OUT 2 FEET FROM THE HILL LINE AND PROJECTS 1 FOOT
 TU1696'ON THE LOW SIDE.
 TU1696'
 TU1696'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAKAHA NO
 TU1696'2, CEMENTED IN A DRILL HOLE IN A TRIANGULAR, 2-FOOT BEDROCK
 TU1696'OUTCROP THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 2 FEET SOUTH
 TU1696'OF THE RIDGE TRAIL AT ABOUT SAME ELEVATION AS STATION MARK, AND
 TU1696'HIDDEN BY BRUSH AND GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2013 ***********************************************************************
 TU2013  DESIGNATION -  MAKAHA
 TU2013  PID         -  TU2013
 TU2013  STATE/COUNTY-  HI/KAUAI
 TU2013  USGS QUAD   -  MAKAHA POINT (1983)
 TU2013
 TU2013                         *CURRENT SURVEY CONTROL
 TU2013  ___________________________________________________________________
 TU2013* NAD 83(1993)-  22 07 19.59494(N)    159 42 03.65419(W)     ADJUSTED  
 TU2013* LOCAL TIDAL -       817.     (meters)    2680.     (feet)  SCALED    
 TU2013  ___________________________________________________________________
 TU2013  EPOCH DATE  -        1993.62
 TU2013  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 TU2013  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU2013
 TU2013  HORZ ORDER  -  THIRD
 TU2013
 TU2013.The horizontal coordinates were established by classical geodetic methods
 TU2013.and adjusted by the National Geodetic Survey in December 1998..
 TU2013.The horizontal coordinates are valid at the epoch date displayed above.
 TU2013.The epoch date for horizontal control is a decimal equivalence
 TU2013.of Year/Month/Day.
 TU2013
 TU2013.The orthometric height was scaled from a topographic map.
 TU2013
 TU2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2013
 TU2013.The geoid height was determined by GEOID03.
 TU2013
 TU2013;                    North         East     Units Scale Factor Converg.
 TU2013;SPC HI 4     -    31,989.581   479,260.748   MT  0.99999531   -0 04 32.5
 TU2013;UTM  04      - 2,446,509.454   427,701.444   MT  0.99966458   -0 15 50.4
 TU2013
 TU2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2013!SPC HI 4     -   0.99986903  x   0.99999531  =   0.99986434
 TU2013!UTM  04      -   0.99986903  x   0.99966458  =   0.99953365
 TU2013
 TU2013|---------------------------------------------------------------------|
 TU2013| PID    Reference Object                     Distance      Geod. Az  |
 TU2013|                                                           dddmmss.s |
 TU2013| CJ8818 MAKAHA WM 1                          12.619 METERS 08536     |
 TU2013| CJ8819 MAKAHA WM 2                          11.979 METERS 10050     |
 TU2013| CJ8820 MAKAHA WM 3                          21.702 METERS 22555     |
 TU2013| TU2009 MILO                                APPROX. 3.2 KM 2964919.2 |
 TU2013|---------------------------------------------------------------------|
 TU2013
 TU2013                          SUPERSEDED SURVEY CONTROL
 TU2013
 TU2013  NAD 83(1986)-  22 07 19.56024(N)    159 42 03.67648(W) AD(       ) 3
 TU2013  OLD HI      -  22 07 30.85900(N)    159 42 13.74200(W) AD(       ) 3
 TU2013
 TU2013.Superseded values are not recommended for survey control.
 TU2013.NGS no longer adjusts projects to the OLD HI datum.
 TU2013.See file dsdata.txt to determine how the superseded data were derived.
 TU2013
 TU2013_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2770146509(NAD 83)
 TU2013
 TU2013  HISTORY     - Date     Condition        Report By
 TU2013  HISTORY     - 1910     MONUMENTED       CGS
 TU2013  HISTORY     - 19970108 GOOD             USPSQD
 TU2013
 TU2013                          STATION DESCRIPTION
 TU2013
 TU2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2013'ON WEST SIDE OF KAUAI, ON A BUMP IN THE MAKAHA RIDGE, ABOUT 2
 TU2013'MILES WEST-NORTHWEST OF HALEMANU, AND 2 MILES MAUKA (LANDWARD)
 TU2013'FROM THE PALIS ALONG THE SHORE.  STATION IS ON MAKAI (SEAWARD)
 TU2013'SLOPE AND IS IDENTICAL WITH THAT USED BY THE UNITED STATES
 TU2013'GEOLOGICAL SURVEY.  THE POINT IS PRACTICALLY BARE, HAVING ONLY
 TU2013'SCATTERING BUSHES AND A FEW SCRUBBY KOA TREES.  APPROACHED BY
 TU2013'THE TRAIL DOWN THE MILOLII RIDGE.  LEAVE THIS TRAIL ABOUT 1/2
 TU2013'MILE ABOVE SIGNAL AND CROSS CANYON BY CLIMBING DOWN SLIDE ON
 TU2013'EAST SIDE AND FOLLOWING PIG TRAIL ON WEST.  STATION MARKED
 TU2013'BY 3/4 BY 15 INCH IRON ROD DRIVEN FLUSH WITH GROUND.
 TU2013'REFERENCE MARKS WERE BLAZES ON KOA TREES AT FOLLOWING
 TU2013'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 41.4 FEET, 265
 TU2013'DEG 36 MIN.  NO. 2, 39.3 FEET, 280 DEG 50 MIN.  NO. 3, 71.2
 TU2013'FEET, 45 DEG 55 MIN.  IN 1927 STATION WAS SEARCHED FOR AND NOT
 TU2013'FOUND.  REFERENCE MARKS NOS. 1 AND 2, BLAZED IN TREES, WERE
 TU2013'FOUND, BUT IN BAD CONDITION.  A NEW STATION WAS ESTABLISHED
 TU2013'CLOSELY IN THE POSITION OF THE OLD AND CALLED MAKAHA 2 (SEE
 TU2013'DESCRIPTION THEREOF).
 TU2013
 TU2013                          STATION RECOVERY (1997)
 TU2013
 TU2013'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0810 ***********************************************************************
 TU0810  DESIGNATION -  MAKAHA 2
 TU0810  PID         -  TU0810
 TU0810  STATE/COUNTY-  HI/KAUAI
 TU0810  USGS QUAD   -  MAKAHA POINT (1983)
 TU0810
 TU0810                         *CURRENT SURVEY CONTROL
 TU0810  ___________________________________________________________________
 TU0810* NAD 83(1993)-  22 07 19.57676(N)    159 42 03.65373(W)     ADJUSTED  
 TU0810* LOCAL TIDAL -       817.337  (meters)    2681.55   (feet)  ADJ UNCH  
 TU0810  ___________________________________________________________________
 TU0810  EPOCH DATE  -        1993.62
 TU0810  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 TU0810  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU0810
 TU0810  HORZ ORDER  -  SECOND
 TU0810  VERT ORDER  -  SECOND    CLASS 0
 TU0810
 TU0810.The horizontal coordinates were established by classical geodetic methods
 TU0810.and adjusted by the National Geodetic Survey in December 1998..
 TU0810.The horizontal coordinates are valid at the epoch date displayed above.
 TU0810.The epoch date for horizontal control is a decimal equivalence
 TU0810.of Year/Month/Day.
 TU0810
 TU0810.The orthometric height was key entered from printed documents
 TU0810.and not key verified.
 TU0810
 TU0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0810
 TU0810.The geoid height was determined by GEOID03.
 TU0810
 TU0810;                    North         East     Units Scale Factor Converg.
 TU0810;SPC HI 4     -    31,989.022   479,260.760   MT  0.99999531   -0 04 32.5
 TU0810;UTM  04      - 2,446,508.895   427,701.455   MT  0.99966458   -0 15 50.4
 TU0810
 TU0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0810!SPC HI 4     -   0.99986897  x   0.99999531  =   0.99986428
 TU0810!UTM  04      -   0.99986897  x   0.99966458  =   0.99953360
 TU0810
 TU0810|---------------------------------------------------------------------|
 TU0810| PID    Reference Object                     Distance      Geod. Az  |
 TU0810|                                                           dddmmss.s |
 TU0810| CJ8818 MAKAHA WM 1                          12.588 METERS 08327     |
 TU0810| CJ8819 MAKAHA WM 2                          11.963 METERS 09740     |
 TU0810| TU0809 MAKAHA 2 RM 1                         2.844 METERS 10825     |
 TU0810| TU0808 MAKAHA 2 RM 2                         2.766 METERS 18232     |
 TU0810| TU0811 MAKAHA 2 RM 3                         7.832 METERS 29344     |
 TU0810|---------------------------------------------------------------------|
 TU0810
 TU0810                          SUPERSEDED SURVEY CONTROL
 TU0810
 TU0810  NAD 83(1986)-  22 07 19.54265(N)    159 42 03.67825(W) AD(       ) 2
 TU0810  OLD HI      -  22 07 30.84100(N)    159 42 13.74000(W) AD(       ) 2
 TU0810
 TU0810.Superseded values are not recommended for survey control.
 TU0810.NGS no longer adjusts projects to the OLD HI datum.
 TU0810.See file dsdata.txt to determine how the superseded data were derived.
 TU0810
 TU0810_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2770146509(NAD 83)
 TU0810_MARKER: DS = TRIANGULATION STATION DISK
 TU0810_SETTING: 80 = SET IN A BOULDER
 TU0810_SP_SET: BOULDER
 TU0810_STAMPING: MAKAHA 1927
 TU0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0810+STABILITY: SURFACE MOTION
 TU0810
 TU0810  HISTORY     - Date     Condition        Report By
 TU0810  HISTORY     - 1927     MONUMENTED       CGS
 TU0810  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU0810  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU0810  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU0810  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU0810  HISTORY     - 1966     GOOD             NGS
 TU0810  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU0810  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU0810
 TU0810                          STATION DESCRIPTION
 TU0810
 TU0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU0810'IN WESTERN PART OF KAUAI, ON A HUMP IN THE MAKAHA RIDGE ABOUT 2
 TU0810'MILES NORTH-NORTHWEST OF HALEMANU AND 2 MILES MAUKA (INLAND) FROM
 TU0810'PALIS ALONG SHORE.  THE POINT IS PRACTICALLY BARE.  IT IS REACHED
 TU0810'BY TAKING A TRAIL WHICH LEAVES THE MAIN ROAD ABOUT 1/4 MILE
 TU0810'SOUTHWEST OF HALE.  TAKE FIRST FORK TO THE LEFT AND CONTINUE DOWN
 TU0810'THE MAKAHA RIDGE.  DO NOT TAKE MILOLII TRAIL.  STATION IS CLOSE
 TU0810'TO LOCATION OF SATION MAKAHA OF 1910, THE CENTER MARK OF WHICH
 TU0810'WAS NOT RECOVERED.  MARKED ACCORDING TO NOTE 4, STANDARD DISK
 TU0810'IN BOWLDER.  THERE ARE FIVE REFERENCE MARKS, NOS. 1, 2, AND
 TU0810'3 BEING STANDARD REFERENCE DISKS IN BOWLDERS, NOTE 12C, AT THE
 TU0810'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 2.847
 TU0810'METERS (9.34 FEET), 288 DEG 21 MIN.  NO. 2, 2.770 METERS (9.09
 TU0810'FEET), 2 DEG 44 MIN.  AND NO. 3, 7.864 METERS (25.8 FEET), 113
 TU0810'DEG 44 MIN.  NOS. 4 AND 5, IDENTICAL WITH REFERENCE MARKS NOS. 1
 TU0810'AND 2 OF THE 1910 STATION, ARE BLAZES ON KOA TREES AT THE
 TU0810'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 4,
 TU0810'41.30 FEET, 263 DEG 27 MIN.  NO.5, 39.25 FEET, 277 DEG 39 MIN.
 TU0810
 TU0810                          STATION RECOVERY (1961)
 TU0810
 TU0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU0810'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE IN
 TU0810'GOOD CONDITION.  THE DIFFERENCE NOTED IN DISTANCE TO REFERENCE
 TU0810'MARK 3 IS BELIEVED TO BE CAUSED BY THE ORIGINAL MEASUREMENT
 TU0810'PROBABLY BEING A MARK TO MARK MEASUREMENT.  A NEW DESCRIPTION
 TU0810'FOLLOWS--
 TU0810'
 TU0810'THE STATION IS LOCATED 10-3/4 MILES, AIR LINE, NORTH OF KEKAHA,
 TU0810'2 MILES, AIR LINE, EAST OF THE WEST COAST OF KAUAI ISLAND, 2 MILES,
 TU0810'AIR LINE, WEST OF STATE HIGHWAY 55, AND IS ON MAKAHA RIDGE.
 TU0810'
 TU0810'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS, GO SOUTH
 TU0810'ON STATE HIGHWAY 55 FOR 1.55 MILES TO A DIRT ROAD RIGHT.  TURN
 TU0810'RIGHT AND GO 0.2 MILE TO A T-ROAD RIGHT.  TURN RIGHT AND GO 0.05
 TU0810'MILE TO A LOCKED GATE.  (KEY MAY BE OBTAINED AT KOKEE PARK
 TU0810'HEADQUARTERS.) PASS THROUGH THE GATE AND FOLLOW ROAD WESTERLY
 TU0810'FOR 2.4 MILES.  TURN RIGHT OFF ROAD AND DRIVE TO TOP OF SMALL
 TU0810'HILL AND THE STATION, A DISTANCE OF 0.05 MILE.
 TU0810'
 TU0810'THE STATION MARK, A STANDARD DISK STAMPED MAKAHA 1927, IS SET IN
 TU0810'A SMALL BOULDER WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 TU0810'ON THE SUMMIT OF A SMALL KNOLL 150 YARDS NORTH OF THE DIRT
 TU0810'ROAD.  THE KNOLL HAS SOME SMALL BRUSH ON TOP AND HAS RED STREAKS
 TU0810'TO SOUTH.
 TU0810'
 TU0810'REFERENCE MARK 1, A STANDARD DISK STAMPED MAKAHA 1 1927, IS SET
 TU0810'IN A SMALL BOULDER WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 TU0810'ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TU0810'
 TU0810'REFERENCE MARK 2, A STANDARD DISK STAMPED MAKAHA 1927, IS SET
 TU0810'IN A SMALL BOULDER WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT
 TU0810'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TU0810'
 TU0810'REFERENCE MARK 3, A STANDARD DISK STAMPED MAKAHA 3 1927, IS SET
 TU0810'IN A SMALL BOULDER WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 TU0810'ABOUT 2 FEET LOWER THAN THE STATION MARK.
 TU0810'
 TU0810'NOTE--A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE TO THE STATION,
 TU0810'BECAUSE OF SLICK AND WASHED OUT ROADS.
 TU0810
 TU0810                          STATION RECOVERY (1964)
 TU0810
 TU0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0810'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 TU0810'2 AND REFERENCE MARK NUMBER 3 WERE RECOVERED AND FOUND IN GOOD
 TU0810'CONDITION.  A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 TU0810'
 TU0810'THE STATION IS LOCATED ON THE WEST SIDE OF KAUAI ISLAND, ABOUT
 TU0810'2.4 MILES EAST OF THE WEST END OF THE MAKAHA RIDGE, ABOUT 3.5
 TU0810'MILES SOUTHWEST OF THE KOKEE PARK HEADQUARTERS AND 2.5 MILES WEST
 TU0810'OF STATE HIGHWAY 55.
 TU0810'
 TU0810'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS ON KAUAI
 TU0810'ISLAND, GO SOUTHWEST ON STATE HIGHWAY 55 FOR 1.5 MILES TO A SIDE
 TU0810'ROAD RIGHT AND SIGN MAKAHA AND TRAIL NUMBER 7.  TURN RIGHT AND
 TU0810'GO WEST ON THE TRAIL ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 TU0810'TURN RIGHT AND GO NORTH ON THE TRAIL ROAD FOR 0.2 MILE TO A FORK.
 TU0810'TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.15 MILE TO A LOCKED
 TU0810'GATE.  (KEY MAY BE OBTAINED AT THE KOKEE PARK HEADQUARTERS)
 TU0810'CONTINUE NORTHWEST ON THE TRAIL ROAD FOR 2.05 MILES TO THE
 TU0810'HIGHEST POINT AND THE STATION ON THE RIGHT.  A FOUR WHEEL
 TU0810'DRIVE TRUCK IS REQUIRED.
 TU0810'
 TU0810'THE STATION MARK, A STANDARD DISK STAMPED MAKAHA 1927, IS
 TU0810'CEMENTED IN A DRILL HOLE IN TH TOP OF A SMALL BOULDER PROJECTING
 TU0810'3 INCHES ABOVE THE GROUND.  IT IS 0.1 MILE NORTH OF THE TRAIL
 TU0810'ROAD.
 TU0810'
 TU0810'REFERENCE MARK NUMBER 1, A STANDARD DISK STAMPED MAKAHA 1 1927,
 TU0810'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL BOULDER FLUSH
 TU0810'WITH THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION.
 TU0810'
 TU0810'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED MAKAHA 1927, IS
 TU0810'CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL BOULDER FLUSH WITH
 TU0810'THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION.
 TU0810'
 TU0810'REFERENCE MARK NUMBER 3, A STANDARD DISK STAMPED MAKAHA 3 1927,
 TU0810'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL BOULDER FLUSH
 TU0810'WITH THE GROUND.  IT IS THE SAME ELEVATION AS THE STATION.
 TU0810
 TU0810                          STATION RECOVERY (1966)
 TU0810
 TU0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU0810'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 TU0810'REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 TU0810'CONDITION.  THE DISTANCES TO ALL THREE REFERENCE MARKS WERE
 TU0810'VERIFIED, AS WAS THE DIRECTION TO REFERENCE MARK NO. 3, BUT A
 TU0810'CHECK WAS NOT OBTAINED ON THE DIRECTIONS TO REFERENCE MARKS NO. 1
 TU0810'AND NO. 2.  A NEW DESCRIPTION FOLLOWS--
 TU0810'
 TU0810'THE STATION IS LOCATED ON AN INCONSPICUOUS KNOLL ON MAKAHA RIDGE
 TU0810'THAT HAS BEEN RECENTLY PLANTED WITH PINE TREES, ABOUT 11 MILES
 TU0810'NORTH OF KEKAHA, 8 MILES NORTHEAST OF BONHAM AUXILIARY LANDING
 TU0810'FIELD AND 2.2 MILES WEST-NORTHWEST OF HAWAII STATE HIGHWAY 55.
 TU0810'
 TU0810'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50
 TU0810'AND 55 AT KEKAHA, GO NORTHERLY ON STATE HIGHWAY 55 FOR 15.5 MILES
 TU0810'TO AN ASPHALT ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY,
 TU0810'DOWNHILL, FOR 2.5 MILES.  TURN RIGHT AND GO WESTERLY,
 TU0810'CROSS-COUNTRY, FOR 0.1 MILE TO THE SUMMIT OF THE KNOLL AND THE
 TU0810'STATION.
 TU0810'
 TU0810'THE STATION MARK IS A STANDARD DISK, STAMPED MAKAHA 1927, CEMENTED
 TU0810'IN A DRILL HOLE IN THE TOP OF A SMALL BOULDER THAT PROJECTS 5
 TU0810'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11-1/2 FEET
 TU0810'NORTH-NORTHEAST OF A WOODEN WITNESS POST WITH SIGN.
 TU0810'
 TU0810'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MAKAHA 1 1927,
 TU0810'CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL BOULDER THAT
 TU0810'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 14-1/2
 TU0810'FEET NORTHEAST OF A WOODEN WITNESS POST WITH SIGN AND ABOUT THE
 TU0810'SAME ELEVATION AS THE STATION MARK.
 TU0810'
 TU0810'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MAKAHA 1927,
 TU0810'CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL BOULDER THAT
 TU0810'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 3 FEET
 TU0810'NORTHEAST OF A WOODEN WITNESS POST WITH SIGN AND ABOUT THE SAME
 TU0810'ELEVATION AS THE STATION MARK.
 TU0810'
 TU0810'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED MAKAHA 3 1927,
 TU0810'CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL BOULDER THAT
 TU0810'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 29-1/2
 TU0810'FEET NORTHWEST OF A WOODEN WITNESS POST AND SIGN AND ABOUT 2-1/2
 TU0810'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TU0810'
 TU0810'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TU0810
 TU0810                          STATION RECOVERY (1966)
 TU0810
 TU0810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU0810'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0810'COMPLETE DESCRIPTION FOLLOWS--
 TU0810'
 TU0810'STATION IS LOCATED ABOUT 11 MILES NORTH OF KEKAHA AND 2 MILES
 TU0810'WEST-NORTHWEST OF THE KOKEE TRACKING STATION, AT ABOUT 2681 FEET
 TU0810'ELEVATION, ON A PROMINENT POINT ON MAKAHA RIDGE, ALONG THE NORTH
 TU0810'SIDE OF A NEW MACADAM ROAD.
 TU0810'
 TU0810'TO REACH STATION FROM THE POST OFFICE IN KEKAHA, GO NORTHWEST FOR
 TU0810'0.2 MILE.  TURN RIGHT AND FOLLOW STATE HIGHWAY 55 FOR 14.8 MILES
 TU0810'TO MACADAM T-ROAD LEFT.  TURN LEFT AND FOLLOW THIS ROAD MAKAHA
 TU0810'RIDGE ROAD FOR 2.5 MILES.  TURN RIGHT, OFF OF MACADAM ROAD AND GO
 TU0810'WESTERLY ALONG OPEN FLAT AREA FOR 0.1 MILE TO STATION.
 TU0810'
 TU0810'STATION MARK IS A STANDARD DISK STAMPED MAKAHA 1927, CEMENTED IN
 TU0810'A DRILL HOLE IN A 12-INCH BOULDER THAT PROJECTS 3 INCHES.  IT IS
 TU0810'11.6 FEET NORTH OF A WHITE WITNESS POST AND ABOUT 90 YARDS NORTH
 TU0810'OF MACADAM ROAD.
 TU0810'
 TU0810'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAKAHA 1
 TU0810'1927, CEMENTED IN A DRILL HOLE IN A 6-INCH ROCK THAT PROJECTS 1
 TU0810'INCH.  IT IS ABOUT 6 INCHES HIGHER THAN STATION MARK.
 TU0810'
 TU0810'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAKAHA 1927,
 TU0810'CEMENTED IN A DRILL HOLE IN A 10-INCH BOULDER THAT PROJECTS 2
 TU0810'INCHES.  IT IS 3 FEET NORTHEAST OF THE WITNESS POST AND ABOUT 6
 TU0810'INCHES LOWER THAN STATION MARK.
 TU0810'
 TU0810'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MAKAHA 3
 TU0810'1927, CEMENTED IN A 6-INCH, EXPOSED SECTION OF BEDROCK THAT
 TU0810'PROJECTS 2 INCHES.  IT IS 25 FEET EAST FROM END OF HILL AND ABOUT
 TU0810'2 FEET LOWER THAN STATION MARK.
 TU0810
 TU0810                          STATION RECOVERY (1966)
 TU0810
 TU0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0810'18.1 MI N FROM KEKAHA.
 TU0810'15.5 MILES NORTHERLY ALONG HAWAII STATE HIGHWAY 55 FROM THE JUNCTION
 TU0810'WITH HAWAII STATE HIGHWAY 50 AT KEKAHA, THENCE 2.5 MILES WESTERLY,
 TU0810'DOWNHILL, ALONG AN ASPHALT ROAD, THENCE 0.1 MILE WESTERLY,
 TU0810'CROSS-COUNTRY, ON THE SUMMIT OF A LOW KNOLL, 11-1/2 FEET
 TU0810'NORTH-NORTHEAST OF A WOODEN WITNESS POST WITH SIGN AND SET IN A DRILL
 TU0810'HOLE IN THE TOP OF A SMALL BOULDER THAT PROJECTS 5 INCHES ABOVE THE
 TU0810'SURFACE OF THE GROUND.
 TU0810
 TU0810                          STATION RECOVERY (1971)
 TU0810
 TU0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHF)
 TU0810'ALL MARKS FOUND IN GOOD CONDITION.  PREVIOUS DESCRIPTION BY
 TU0810'D.M. WHIPP IS ADEQUATE.  THE OPEN FLAT AREA MENTIONED IN THE TO
 TU0810'REACH PORTION OF THE DESCRIPTION IS NOW COVERED WITH A NEW GROWTH
 TU0810'OF EVERGREEN TREES SPACED 6-FEET APART.  AFTER FOLLOWING MAKAHA
 TU0810'ROAD WESTERLY FOR 2.5 MILES, PACK WESTERLY ABOUT 500 FEET TO OPEN
 TU0810'UNPLANTED AREA AND STATION NEAR EDGE OF RIDGE RUNNING ABOUT IN A
 TU0810'NORTH-SOUTH DIRECTION AND ABOUT PERPENDICULAR TO AND NORTH OF
 TU0810'FIRST SHARP CURVE OF ROAD WEST OF END OF TRUCK TRAVEL.  IT IS
 TU0810'POSSIBLE, HOWEVER, TO DRIVE A JEEP TYPE VEHICLE BETWEEN THE
 TU0810'TREES TO STATION AFTER CLEARING THE BRUSH.
 TU0810'
 TU0810'A TYPE A STATION WITH SIDE WALLS BUILT OF CONCRETE TILE BLOCKS
 TU0810'WITH A 6X6 FOOT CONCRETE OBSERVING PLATORM ABOUT 3-1/2 FEET ABOVE
 TU0810'GROUND LEVEL HAS BEEN CONSTRUCTED OVER THE STATION MARK AS WELL
 TU0810'AS A METAL TARGET.  THE STATION MARK IS EXPOSED AT GROUND LEVEL
 TU0810'AND ACCESSIBLE FOR INSPECTION.  THIS WORK WAS DONE ON AUGUST 12,
 TU0810'1971.
 TU0810
 TU0810                          STATION RECOVERY (1998)
 TU0810
 TU0810'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0809 ***********************************************************************
 TU0809  DESIGNATION -  MAKAHA 2 RM 1
 TU0809  PID         -  TU0809
 TU0809  STATE/COUNTY-  HI/KAUAI
 TU0809  USGS QUAD   -  MAKAHA POINT (1983)
 TU0809
 TU0809                         *CURRENT SURVEY CONTROL
 TU0809  ___________________________________________________________________
 TU0809* NAD 83(1986)-  22 07 20.     (N)    159 42 04.     (W)     SCALED    
 TU0809* LOCAL TIDAL -       817.482  (meters)    2682.02   (feet)  ADJ UNCH  
 TU0809  ___________________________________________________________________
 TU0809  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU0809
 TU0809  VERT ORDER  -  SECOND    CLASS 0
 TU0809
 TU0809.The horizontal coordinates were scaled from a topographic map and have
 TU0809.an estimated accuracy of +/- 6 seconds.
 TU0809
 TU0809.The orthometric height was key entered from printed documents
 TU0809.and not key verified.
 TU0809
 TU0809.The geoid height was determined by GEOID03.
 TU0809
 TU0809;                    North         East    Units  Estimated Accuracy
 TU0809;SPC HI 4     -    32,000.      479,250.      MT  (+/- 180 meters Scaled)
 TU0809
 TU0809                          SUPERSEDED SURVEY CONTROL
 TU0809
 TU0809.No superseded survey control is available for this station.
 TU0809
 TU0809_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK276465(NAD 83)
 TU0809_MARKER: DR = REFERENCE MARK DISK
 TU0809_SETTING: 80 = SET IN A BOULDER
 TU0809_SP_SET: BOULDER
 TU0809_STAMPING: MAKAHA 1 1927
 TU0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0809+STABILITY: SURFACE MOTION
 TU0809
 TU0809  HISTORY     - Date     Condition        Report By
 TU0809  HISTORY     - 1927     MONUMENTED       CGS
 TU0809  HISTORY     - 1966     GOOD             NGS
 TU0809  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU0809
 TU0809                          STATION DESCRIPTION
 TU0809
 TU0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0809'18.1 MI N FROM KEKAHA.
 TU0809'15.5 MILES NORTHERLY ALONG HAWAII STATE HIGHWAY 55 FROM THE JUNCTION
 TU0809'WITH HAWAII STATE HIGHWAY 50 AT KEKAHA, THENCE 2.5 MILES WESTERLY,
 TU0809'DOWNHILL, ALONG AN ASPHALT ROAD, THENCE 0.1 MILE WESTERLY,
 TU0809'CROSS-COUNTRY, ON THE SUMMIT OF A LOW KNOLL, 14-1/2 FEET NORTHEAST OF
 TU0809'A WOODEN WITNESS POST WITH SIGN AND CEMENTED IN A DRILL HOLE IN THE
 TU0809'TOP OF A SMALL BOULDER THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 TU0809'GROUND.
 TU0809
 TU0809                          STATION RECOVERY (1998)
 TU0809
 TU0809'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0808 ***********************************************************************
 TU0808  DESIGNATION -  MAKAHA 2 RM 2
 TU0808  PID         -  TU0808
 TU0808  STATE/COUNTY-  HI/KAUAI
 TU0808  USGS QUAD   -  MAKAHA POINT (1983)
 TU0808
 TU0808                         *CURRENT SURVEY CONTROL
 TU0808  ___________________________________________________________________
 TU0808* NAD 83(1986)-  22 07 20.     (N)    159 42 04.     (W)     SCALED    
 TU0808* LOCAL TIDAL -       817.190  (meters)    2681.06   (feet)  ADJ UNCH  
 TU0808  ___________________________________________________________________
 TU0808  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU0808
 TU0808  VERT ORDER  -  SECOND    CLASS 0
 TU0808
 TU0808.The horizontal coordinates were scaled from a topographic map and have
 TU0808.an estimated accuracy of +/- 6 seconds.
 TU0808
 TU0808.The orthometric height was key entered from printed documents
 TU0808.and not key verified.
 TU0808
 TU0808.The geoid height was determined by GEOID03.
 TU0808
 TU0808;                    North         East    Units  Estimated Accuracy
 TU0808;SPC HI 4     -    32,000.      479,250.      MT  (+/- 180 meters Scaled)
 TU0808
 TU0808                          SUPERSEDED SURVEY CONTROL
 TU0808
 TU0808.No superseded survey control is available for this station.
 TU0808
 TU0808_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK276465(NAD 83)
 TU0808_MARKER: DR = REFERENCE MARK DISK
 TU0808_SETTING: 80 = SET IN A BOULDER
 TU0808_SP_SET: BOULDER
 TU0808_STAMPING: MAKAHA 1927
 TU0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0808+STABILITY: SURFACE MOTION
 TU0808
 TU0808  HISTORY     - Date     Condition        Report By
 TU0808  HISTORY     - 1927     MONUMENTED       CGS
 TU0808  HISTORY     - 1966     GOOD             NGS
 TU0808  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU0808
 TU0808                          STATION DESCRIPTION
 TU0808
 TU0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0808'18.1 MI N FROM KEKAHA.
 TU0808'15.5 MILES NORTHERLY ALONG HAWAII STATE HIGHWAY 55 FROM THE JUNCTION
 TU0808'WITH HAWAII STATE HIGHWAY 50 AT KEKAHA, THENCE 2.5 MILES WESTERLY,
 TU0808'DOWNHILL, ALONG AN ASPHALT ROAD, THENCE 0.1 MILE WESTERLY,
 TU0808'CROSS-COUNTRY, ON THE SUMMIT OF A LOW KNOLL, 3 FEET NORTHEAST OF A
 TU0808'WOODEN WITNESS POST AND SIGN AND CEMENTED IN A DRILL HOLE IN THE TOP
 TU0808'OF A SMALL BOULDER THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 TU0808'GROUND.
 TU0808
 TU0808                          STATION RECOVERY (1998)
 TU0808
 TU0808'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0811 ***********************************************************************
 TU0811  DESIGNATION -  MAKAHA 2 RM 3
 TU0811  PID         -  TU0811
 TU0811  STATE/COUNTY-  HI/KAUAI
 TU0811  USGS QUAD   -  MAKAHA POINT (1983)
 TU0811
 TU0811                         *CURRENT SURVEY CONTROL
 TU0811  ___________________________________________________________________
 TU0811* NAD 83(1986)-  22 07 20.     (N)    159 42 04.     (W)     SCALED    
 TU0811* LOCAL TIDAL -       816.682  (meters)    2679.40   (feet)  ADJ UNCH  
 TU0811  ___________________________________________________________________
 TU0811  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU0811
 TU0811  VERT ORDER  -  SECOND    CLASS 0
 TU0811
 TU0811.The horizontal coordinates were scaled from a topographic map and have
 TU0811.an estimated accuracy of +/- 6 seconds.
 TU0811
 TU0811.The orthometric height was key entered from printed documents
 TU0811.and not key verified.
 TU0811
 TU0811.The geoid height was determined by GEOID03.
 TU0811
 TU0811;                    North         East    Units  Estimated Accuracy
 TU0811;SPC HI 4     -    32,000.      479,250.      MT  (+/- 180 meters Scaled)
 TU0811
 TU0811                          SUPERSEDED SURVEY CONTROL
 TU0811
 TU0811.No superseded survey control is available for this station.
 TU0811
 TU0811_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK276465(NAD 83)
 TU0811_MARKER: DR = REFERENCE MARK DISK
 TU0811_SETTING: 80 = SET IN A BOULDER
 TU0811_SP_SET: BOULDER
 TU0811_STAMPING: MAKAHA 3 1927
 TU0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0811+STABILITY: SURFACE MOTION
 TU0811
 TU0811  HISTORY     - Date     Condition        Report By
 TU0811  HISTORY     - 1927     MONUMENTED       CGS
 TU0811  HISTORY     - 1966     GOOD             NGS
 TU0811  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU0811
 TU0811                          STATION DESCRIPTION
 TU0811
 TU0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0811'18.1 MI N FROM KEKAHA.
 TU0811'15.5 MILES NORTHERLY ALONG HAWAII STATE HIGHWAY 55 FROM THE JUNCTION
 TU0811'WITH HAWAII STATE HIGHWAY 55 AT KEKAHA, THENCE 2.5 MILES WESTERLY,
 TU0811'DOWNHILL, ALONG AN ASPHALT ROAD, THENCE 0.1 MILE WESTERLY,
 TU0811'CROSS-COUNTRY, ON THE SUMMIT OF A LOW KNOLL, 29-1/2 FEET NORTHWEST OF
 TU0811'A WOODEN WITNESS POST WITH SIGN AND CEMENTED IN A DRILL HOLE IN THE
 TU0811'TOP OF A SMALL BOULDER THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 TU0811'GROUND.
 TU0811
 TU0811                          STATION RECOVERY (1998)
 TU0811
 TU0811'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1698 ***********************************************************************
 TU1698  DESIGNATION -  MAKAHA USE
 TU1698  PID         -  TU1698
 TU1698  STATE/COUNTY-  HI/HONOLULU
 TU1698  USGS QUAD   -  WAIANAE (1983)
 TU1698
 TU1698                         *CURRENT SURVEY CONTROL
 TU1698  ___________________________________________________________________
 TU1698* NAD 83(1993)-  21 29 22.47910(N)    158 11 23.29832(W)     ADJUSTED  
 TU1698* LOCAL TIDAL -       152.     (meters)     499.     (feet)  SCALED    
 TU1698  ___________________________________________________________________
 TU1698  EPOCH DATE  -        1993.62
 TU1698  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 TU1698  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU1698
 TU1698  HORZ ORDER  -  THIRD
 TU1698
 TU1698.The horizontal coordinates were established by classical geodetic methods
 TU1698.and adjusted by the National Geodetic Survey in December 1998..
 TU1698.The horizontal coordinates are valid at the epoch date displayed above.
 TU1698.The epoch date for horizontal control is a decimal equivalence
 TU1698.of Year/Month/Day.
 TU1698
 TU1698.The orthometric height was scaled from a topographic map.
 TU1698
 TU1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1698
 TU1698.The geoid height was determined by GEOID03.
 TU1698
 TU1698;                    North         East     Units Scale Factor Converg.
 TU1698;SPC HI 3     -    35,764.694   480,331.127   MT  0.99999478   -0 04 10.3
 TU1698;UTM  04      - 2,376,549.479   583,927.022   MT  0.99968704   +0 17 48.5
 TU1698
 TU1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1698!SPC HI 3     -   0.99997368  x   0.99999478  =   0.99996846
 TU1698!UTM  04      -   0.99997368  x   0.99968704  =   0.99966072
 TU1698
 TU1698:                Primary Azimuth Mark                     Grid Az
 TU1698:SPC HI 3     -  BURNS USE                                193 12 38.8
 TU1698:UTM  04      -  BURNS USE                                192 50 40.0
 TU1698
 TU1698|---------------------------------------------------------------------|
 TU1698| PID    Reference Object                     Distance      Geod. Az  |
 TU1698|                                                           dddmmss.s |
 TU1698| TU1699 BURNS USE                           APPROX. 3.1 KM 1930828.5 |
 TU1698|---------------------------------------------------------------------|
 TU1698
 TU1698                          SUPERSEDED SURVEY CONTROL
 TU1698
 TU1698  NAD 83(1986)-  21 29 22.42798(N)    158 11 23.31098(W) AD(       ) 3
 TU1698  OLD HI      -  21 29 33.83300(N)    158 11 33.22000(W) AD(       ) 3
 TU1698
 TU1698.Superseded values are not recommended for survey control.
 TU1698.NGS no longer adjusts projects to the OLD HI datum.
 TU1698.See file dsdata.txt to determine how the superseded data were derived.
 TU1698
 TU1698_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8392776549(NAD 83)
 TU1698
 TU1698  HISTORY     - Date     Condition        Report By
 TU1698  HISTORY     - UNK      MONUMENTED
 TU1698  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1698
 TU1698                          STATION DESCRIPTION
 TU1698
 TU1698'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1698'A SEARCH WAS MADE BUT STATION WAS NOT FOUND.  THIS AREA IS NOW
 TU1698'OVERGROWN WITH LARGE KIAWE TREES.  A LARGE IRON PIN WAS FOUND BY
 TU1698'EDGE OF OLD CONCRETE FLUME, WHERE STATION PLOTS ON TOPO MAP,
 TU1698'BUT IT IS NOT KNOWN IF THIS WAS HOW THE STATION WAS MARKED.  THE
 TU1698'PIN IS DRIVEN IN ON A SLANT.  STATION IS BELIEVED TO BE
 TU1698'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2836 ***********************************************************************
 TU2836  DESIGNATION -  MAKAHAHANA
 TU2836  PID         -  TU2836
 TU2836  STATE/COUNTY-  HI/MAUI
 TU2836  USGS QUAD   -  KIPAHULU (1983)
 TU2836
 TU2836                         *CURRENT SURVEY CONTROL
 TU2836  ___________________________________________________________________
 TU2836* NAD 83(1993)-  20 42 10.43407(N)    156 01 08.59549(W)     ADJUSTED  
 TU2836* LOCAL TIDAL -       395.     (meters)    1296.     (feet)  SCALED    
 TU2836  ___________________________________________________________________
 TU2836  EPOCH DATE  -        1993.62
 TU2836  LAPLACE CORR-         -14.40  (seconds)                    DEFLEC99
 TU2836  GEOID HEIGHT-          15.21  (meters)                     GEOID03
 TU2836
 TU2836  HORZ ORDER  -  THIRD
 TU2836
 TU2836.The horizontal coordinates were established by classical geodetic methods
 TU2836.and adjusted by the National Geodetic Survey in December 1998..
 TU2836.The horizontal coordinates are valid at the epoch date displayed above.
 TU2836.The epoch date for horizontal control is a decimal equivalence
 TU2836.of Year/Month/Day.
 TU2836
 TU2836.The orthometric height was scaled from a topographic map.
 TU2836
 TU2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2836
 TU2836.The geoid height was determined by GEOID03.
 TU2836
 TU2836;                    North         East     Units Scale Factor Converg.
 TU2836;SPC HI 2     -    41,048.277   567,463.692   MT  1.00002289   +0 13 44.2
 TU2836;UTM  04      - 2,292,124.628   810,520.854   MT  1.00079183   +1 03 16.8
 TU2836;UTM  05      - 2,292,198.228   185,506.669   MT  1.00082252   -1 04 05.5
 TU2836
 TU2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2836!SPC HI 2     -   0.99993553  x   1.00002289  =   0.99995841
 TU2836!UTM  04      -   0.99993553  x   1.00079183  =   1.00072730
 TU2836!UTM  05      -   0.99993553  x   1.00082252  =   1.00075799
 TU2836
 TU2836:                Primary Azimuth Mark                     Grid Az
 TU2836:SPC HI 2     -  ALAU FLAG                                057 06 47.7
 TU2836:UTM  04      -  ALAU FLAG                                056 17 15.1
 TU2836:UTM  05      -  ALAU FLAG                                058 24 37.4
 TU2836
 TU2836|---------------------------------------------------------------------|
 TU2836| PID    Reference Object                     Distance      Geod. Az  |
 TU2836|                                                           dddmmss.s |
 TU2836| TU2768 ALAU FLAG                           APPROX. 4.8 KM 0572031.9 |
 TU2836| TU2811 MAKALIIHANAU 1878                   APPROX. 1.5 KM 1802646.8 |
 TU2836|---------------------------------------------------------------------|
 TU2836
 TU2836                          SUPERSEDED SURVEY CONTROL
 TU2836
 TU2836  NAD 83(1986)-  20 42 10.40024(N)    156 01 08.61934(W) AD(       ) 3
 TU2836  OLD HI      -  20 42 25.26000(N)    156 01 19.50000(W) AD(       ) 3
 TU2836
 TU2836.Superseded values are not recommended for survey control.
 TU2836.NGS no longer adjusts projects to the OLD HI datum.
 TU2836.See file dsdata.txt to determine how the superseded data were derived.
 TU2836
 TU2836_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1052192125(NAD 83)
 TU2836_MARKER: DD = SURVEY DISK
 TU2836_SETTING: 0 = UNSPECIFIED SETTING
 TU2836
 TU2836  HISTORY     - Date     Condition        Report By
 TU2836  HISTORY     - 1912     MONUMENTED       HIGS
 TU2836  HISTORY     - 1950     MARK NOT FOUND   CGS
 TU2836
 TU2836                          STATION DESCRIPTION
 TU2836
 TU2836'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU2836'IN SOUTHERN PART OF HANA DISTRICT, LAND OF PUKUILUA, ON THE
 TU2836'SUMMIT OF A SWELL OF LAND ABOUT 7,000 FEET FROM THE SEA.  MARKED
 TU2836'BY A REDWOOD POST.
 TU2836
 TU2836                          STATION RECOVERY (1950)
 TU2836
 TU2836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2836'THE STATION, CONSISTING OF A REDWOOD POST, WAS NOT RECOVERED.  A
 TU2836'NEW STATION CONSISTING OF A STANDARD DISK, STAMPED MAKAHAHANA
 TU2836'1950, SET INTO A DRILL HOLE IN A BOULDER, WAS ESTABLISHED.  TWO
 TU2836'REFERENCE MARKS WERE ALSO ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2835 ***********************************************************************
 TU2835  DESIGNATION -  MAKAHAHANA 2
 TU2835  PID         -  TU2835
 TU2835  STATE/COUNTY-  HI/MAUI
 TU2835  USGS QUAD   -  KIPAHULU (1983)
 TU2835
 TU2835                         *CURRENT SURVEY CONTROL
 TU2835  ___________________________________________________________________
 TU2835* NAD 83(1993)-  20 42 13.57699(N)    156 01 09.32037(W)     ADJUSTED  
 TU2835* LOCAL TIDAL -       395.3    (meters)    1297.     (feet)  VERT ANG  
 TU2835  ___________________________________________________________________
 TU2835  EPOCH DATE  -        1993.62
 TU2835  LAPLACE CORR-         -14.45  (seconds)                    DEFLEC99
 TU2835  GEOID HEIGHT-          15.22  (meters)                     GEOID03
 TU2835
 TU2835  HORZ ORDER  -  FIRST
 TU2835
 TU2835.The horizontal coordinates were established by classical geodetic methods
 TU2835.and adjusted by the National Geodetic Survey in December 1998..
 TU2835.The horizontal coordinates are valid at the epoch date displayed above.
 TU2835.The epoch date for horizontal control is a decimal equivalence
 TU2835.of Year/Month/Day.
 TU2835
 TU2835.The orthometric height was determined by vertical angle observations.
 TU2835
 TU2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2835
 TU2835.The geoid height was determined by GEOID03.
 TU2835
 TU2835;                    North         East     Units Scale Factor Converg.
 TU2835;SPC HI 2     -    41,144.851   567,442.330   MT  1.00002286   +0 13 44.0
 TU2835;UTM  04      - 2,292,220.958   810,498.085   MT  1.00079165   +1 03 16.7
 TU2835;UTM  05      - 2,292,295.338   185,487.483   MT  1.00082267   -1 04 05.9
 TU2835
 TU2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2835!SPC HI 2     -   0.99993548  x   1.00002286  =   0.99995834
 TU2835!UTM  04      -   0.99993548  x   1.00079165  =   1.00072708
 TU2835!UTM  05      -   0.99993548  x   1.00082267  =   1.00075809
 TU2835
 TU2835|---------------------------------------------------------------------|
 TU2835| PID    Reference Object                     Distance      Geod. Az  |
 TU2835|                                                           dddmmss.s |
 TU2835| CN5880 MAKAHAHANA 2 RM 1                     5.501 METERS 07547     |
 TU2835| TU2805 PUUIKI CATHOLIC CHURCH SPIRE        APPROX. 2.2 KM 0945146.3 |
 TU2835| CN5881 MAKAHAHANA 2 RM 2                     4.978 METERS 30733     |
 TU2835|---------------------------------------------------------------------|
 TU2835
 TU2835                          SUPERSEDED SURVEY CONTROL
 TU2835
 TU2835  NAD 83(1986)-  20 42 13.54539(N)    156 01 09.34210(W) AD(       ) 1
 TU2835  OLD HI      -  20 42 25.04200(N)    156 01 19.41200(W) AD(       ) 1
 TU2835
 TU2835.Superseded values are not recommended for survey control.
 TU2835.NGS no longer adjusts projects to the OLD HI datum.
 TU2835.See file dsdata.txt to determine how the superseded data were derived.
 TU2835
 TU2835_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1049892221(NAD 83)
 TU2835_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2835_SETTING: 80 = SET IN A BOULDER
 TU2835_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2835
 TU2835  HISTORY     - Date     Condition        Report By
 TU2835  HISTORY     - 1950     MONUMENTED       CGS
 TU2835  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2835
 TU2835                          STATION DESCRIPTION
 TU2835
 TU2835'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2835'THE STATION IS LOCATED ON THE SUMMIT OF A LOW BENCH, COVERED
 TU2835'WITH FERN AND TI PLANTS, WHICH LIES ABOUT 4 MILES SOUTH
 TU2835'SOUTHWEST OF HANA, ABOUT 4 MILES NORTHEAST OF KIPAHULU AND
 TU2835'ABOUT 1.5 MILES WEST OF THE SEA.
 TU2835'
 TU2835'THIS STATION WAS ORIGINALLY MARKED WITH A REDWOOD POST IN THE
 TU2835'YEAR OF 1878.  IN 1950 A 1 INCH PIPE WAS FOUND DRIVEN INTO
 TU2835'THE SOIL, HOWEVER, NO RECORD OF THIS PIPE WAS FOUND AND A NEW
 TU2835'STATION WAS ESTABLISHED 0.47 METERS WEST OF THE PIPE.
 TU2835'
 TU2835'TO REACH FROM THE CATHOLIC CHURCH IN THE VILLAGE OF
 TU2835'KIPAHULU.  GO NORTHERLY, ON THE ROAD WHICH LEADS TOWARD HANA,
 TU2835'FOR 7.5 MILES TO THE END OF TRUCK TRAVEL.  PASS THROUGH A BOARD
 TU2835'GATE AND FOLLOW THE TRAIL, WESTERLY, FOR ABOUT 0.75
 TU2835'MILE.  CROSS OVER THE PIPE LINE AND CONTINUE WESTERLY, THROUGH
 TU2835'THE DENSE FERNS AND BRUSH FOR ABOUT 0.5 MILE TO THE FIRST
 TU2835'PROMINENT BENCH AND THE STATION.
 TU2835'
 TU2835'THE STATION IS A STANDARD DISK, STAMPED MAKAHAHANA 1950, SET
 TU2835'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES.
 TU2835'
 TU2835'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED
 TU2835'MAKAHAHANA NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH
 TU2835'PROJECTS ABOUT 1 FOOT.  IT IS LOCATED ABOUT 2 FEET LOWER THAN
 TU2835'THE STATION.
 TU2835'
 TU2835'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED
 TU2835'MAKAHAHANA NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH
 TU2835'PROJECTS ABOUT 2 FEET.  IT IS LOCATED ABOUT 2 FEET HIGHER THAN
 TU2835'THE STATION.
 TU2835
 TU2835                          STATION RECOVERY (1969)
 TU2835
 TU2835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2835'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2835'HOWEVER A DISCREPANCY WAS NOTED IN THE DISTANCE TO THE
 TU2835'PIPE.  IT WAS DOUBLE-CHECKED AND THE 1969 DISTANCE IS
 TU2835'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2835'
 TU2835'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF HANA AND 1-1/4
 TU2835'MILES WEST OF PUUIKI CHURCH, AT ABOUT 1297 FEET ELEVATION, ON
 TU2835'A SMALL FLAT AREA ON THE EAST END OF A RIDGE THAT IS NOW
 TU2835'COVERED WITH GUAVA BRUSH UP TO 12 FEET TALL.  THERE IS A HAU
 TU2835'THICKET ON THE HILL WHICH IS VERY NOTICEABLE WHEN LOOKING AT
 TU2835'STATION HILL FROM DOWN ALONG THE HIGHWAY, AS IT IS VERY DARK
 TU2835'AGAINST THE LIGHTER-COLORED BRUSH BACKGROUND.
 TU2835'
 TU2835'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2835'STATE HIGHWAY 31 FOR 5.7 MILES TO ROCKY LANE ON RIGHT, AT
 TU2835'SIGN KOALI RANCH.  GO UP LANE 0.1 MILE TO CORNER, GO RIGHT
 TU2835'35 YARDS DOWN LANE TO GATE, PASS THROUGH GATE AND GO LEFT
 TU2835'UP LANE FOR 0.05 MILE TO GATE ON RIGHT.  PASS THROUGH GATE AND
 TU2835'FOLLOW PASTURE ROAD FOR 0.55 MILE TO WIRE GATE ON LEFT.  PASS
 TU2835'THROUGH GATE AND GO UP ACROSS PASTURE FOR 0.1 MILE TO TIMBER
 TU2835'LINE.  PACK NORTHWEST THROUGH TREES ABOUT 1/4-MILE TO GOOD
 TU2835'TRAIL.  FOLLOW THE TRAIL NORTHWEST ABOUT 800 YARDS TO POINT
 TU2835'OF RIDGE.  BEAR LEFT AND GO ALONG RIDGE LINE ABOUT 200 YARDS
 TU2835'TO STATION.
 TU2835'
 TU2835'STATION MARK IS A STANDARD DISK STAMPED MAKAHAHANA 2 1950,
 TU2835'CEMENTED IN A DRILL HOLE IN A 20-INCH BEDROCK OUTCROP THAT
 TU2835'PROJECTS 4 INCHES FROM GROUND.  IT IS 80 FEET SOUTHWEST OF THE
 TU2835'HAU THICKET, NEAR SOUTHERN EDGE OF THE HILLTOP AND 3 FEET
 TU2835'NORTHEAST OF A SMALL CAIRN.
 TU2835'
 TU2835'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU2835'MAKAHAHANA 2 NO 1 1950, CEMENTED IN A DRILL HOLE IN A 30-INCH,
 TU2835'PYRAMID-SHAPED ROCK PROJECTING 2 FEET FROM GROUND.  IT IS 2
 TU2835'FEET LOWER THAN STATION MARK.
 TU2835'
 TU2835'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 TU2835'MAKAHAHANA 2 NO 2 1950, CEMENTED IN A DRILL HOLE IN A 2-FOOT
 TU2835'ROCK OUTCROP PROJECTING 1 FOOT FROM GROUND, AND IS 14 INCHES
 TU2835'HIGHER THAN STATION MARK.
 TU2835'
 TU2835'MAKAHAHANA PIPE IS A 1-1/2-INCH IRON PIPE, PROJECTING 10
 TU2835'INCHES FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2834 ***********************************************************************
 TU2834  DESIGNATION -  MAKAHAHANA PIPE 1950
 TU2834  PID         -  TU2834
 TU2834  STATE/COUNTY-  HI/MAUI
 TU2834  USGS QUAD   -  KIPAHULU (1983)
 TU2834
 TU2834                         *CURRENT SURVEY CONTROL
 TU2834  ___________________________________________________________________
 TU2834* NAD 83(1993)-  20 42 13.57164(N)    156 01 09.30516(W)     ADJUSTED  
 TU2834* LOCAL TIDAL -       395.     (meters)    1296.     (feet)  SCALED    
 TU2834  ___________________________________________________________________
 TU2834  EPOCH DATE  -        1993.62
 TU2834  LAPLACE CORR-         -14.45  (seconds)                    DEFLEC99
 TU2834  GEOID HEIGHT-          15.22  (meters)                     GEOID03
 TU2834
 TU2834  HORZ ORDER  -  SECOND
 TU2834
 TU2834.The horizontal coordinates were established by classical geodetic methods
 TU2834.and adjusted by the National Geodetic Survey in December 1998..
 TU2834.The horizontal coordinates are valid at the epoch date displayed above.
 TU2834.The epoch date for horizontal control is a decimal equivalence
 TU2834.of Year/Month/Day.
 TU2834
 TU2834.The orthometric height was scaled from a topographic map.
 TU2834
 TU2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2834
 TU2834.The geoid height was determined by GEOID03.
 TU2834
 TU2834;                    North         East     Units Scale Factor Converg.
 TU2834;SPC HI 2     -    41,144.688   567,442.771   MT  1.00002286   +0 13 44.0
 TU2834;UTM  04      - 2,292,220.801   810,498.528   MT  1.00079166   +1 03 16.7
 TU2834;UTM  05      - 2,292,295.165   185,487.920   MT  1.00082267   -1 04 05.9
 TU2834
 TU2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2834!SPC HI 2     -   0.99993553  x   1.00002286  =   0.99995838
 TU2834!UTM  04      -   0.99993553  x   1.00079166  =   1.00072713
 TU2834!UTM  05      -   0.99993553  x   1.00082267  =   1.00075814
 TU2834
 TU2834                          SUPERSEDED SURVEY CONTROL
 TU2834
 TU2834  NAD 83(1986)-  20 42 13.54004(N)    156 01 09.32689(W) AD(       ) 2
 TU2834  OLD HI      -  20 42 25.03700(N)    156 01 19.39700(W) AD(       ) 2
 TU2834
 TU2834.Superseded values are not recommended for survey control.
 TU2834.NGS no longer adjusts projects to the OLD HI datum.
 TU2834.See file dsdata.txt to determine how the superseded data were derived.
 TU2834
 TU2834_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1049992221(NAD 83)
 TU2834
 TU2834  HISTORY     - Date     Condition        Report By
 TU2834  HISTORY     - 1950     MONUMENTED       CGS
 TU2834
 TU2834                          STATION DESCRIPTION
 TU2834
 TU2834'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU2834'SEE STATION MAKAHAHANA 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1765 ***********************************************************************
 TU1765  DESIGNATION -  MAKAHUENA POINT LIGHT
 TU1765  PID         -  TU1765
 TU1765  STATE/COUNTY-  HI/KAUAI
 TU1765  USGS QUAD   -  KOLOA (1996)
 TU1765
 TU1765                         *CURRENT SURVEY CONTROL
 TU1765  ___________________________________________________________________
 TU1765* NAD 83(1993)-  21 52 10.23149(N)    159 26 41.34435(W)     ADJUSTED  
 TU1765* LOCAL TIDAL -                                                        
 TU1765  ___________________________________________________________________
 TU1765  EPOCH DATE  -        1993.62
 TU1765  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 TU1765  GEOID HEIGHT-          14.83  (meters)                     GEOID03
 TU1765
 TU1765  HORZ ORDER  -  THIRD
 TU1765
 TU1765.The horizontal coordinates were established by classical geodetic methods
 TU1765.and adjusted by the National Geodetic Survey in December 1998..
 TU1765.The horizontal coordinates are valid at the epoch date displayed above.
 TU1765.The epoch date for horizontal control is a decimal equivalence
 TU1765.of Year/Month/Day.
 TU1765
 TU1765
 TU1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1765
 TU1765.The geoid height was determined by GEOID03.
 TU1765
 TU1765;                    North         East     Units Scale Factor Converg.
 TU1765;SPC HI 4     -     4,006.624   505,703.367   MT  0.99999040   +0 01 14.0
 TU1765;UTM  04      - 2,418,449.971   454,043.300   MT  0.99962610   -0 09 56.5
 TU1765
 TU1765                          SUPERSEDED SURVEY CONTROL
 TU1765
 TU1765  NAD 83(1986)-  21 52 10.21981(N)    159 26 41.37979(W) AD(       ) 4
 TU1765  OLD HI      -  21 52 21.52300(N)    159 26 51.42700(W) AD(       ) 3
 TU1765
 TU1765.Superseded values are not recommended for survey control.
 TU1765.NGS no longer adjusts projects to the OLD HI datum.
 TU1765.See file dsdata.txt to determine how the superseded data were derived.
 TU1765
 TU1765_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5404318450(NAD 83)
 TU1765
 TU1765  HISTORY     - Date     Condition        Report By
 TU1765  HISTORY     - 1910     MONUMENTED       CGS
 TU1765  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1765
 TU1765                          STATION DESCRIPTION
 TU1765
 TU1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1765'IN 1926 THE STATION WAS REPORTED AS DESTROYED, THE CONCRETE
 TU1765'FOUNDATIONS OF THE OLD LIGHTHOUSE BEING FOUND 96 METERS TO THE
 TU1765'NORTHWEST OF THE PRESENT LIGHTHOUSE.
 TU1765
 TU1765                          STATION RECOVERY (1965)
 TU1765
 TU1765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1765'STATION IS GONE.  ALSO REPORTED DESTROYED IN 1926.  THE CONCRETE
 TU1765'FOUNDATIONS ARE STILL LAYING AT THE LOCATION OF THE OLD
 TU1765'LIGHT.  THE PRESENT LIGHT WAS BUILT IN 1922 ABOUT 100 YARDS
 TU1765'NEARER THE SEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1664 ***********************************************************************
 TU1664  DESIGNATION -  MAKAKILO
 TU1664  PID         -  TU1664
 TU1664  STATE/COUNTY-  HI/HONOLULU
 TU1664  USGS QUAD   -  EWA (1983)
 TU1664
 TU1664                         *CURRENT SURVEY CONTROL
 TU1664  ___________________________________________________________________
 TU1664* NAD 83(1993)-  21 21 38.03350(N)    158 04 32.81150(W)     ADJUSTED  
 TU1664* LOCAL TIDAL -       296.3    (meters)     972.     (feet)  VERT ANG  
 TU1664  ___________________________________________________________________
 TU1664  EPOCH DATE  -        1993.62
 TU1664  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 TU1664  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1664
 TU1664  HORZ ORDER  -  FIRST
 TU1664
 TU1664.The horizontal coordinates were established by classical geodetic methods
 TU1664.and adjusted by the National Geodetic Survey in December 1998..
 TU1664.The horizontal coordinates are valid at the epoch date displayed above.
 TU1664.The epoch date for horizontal control is a decimal equivalence
 TU1664.of Year/Month/Day.
 TU1664
 TU1664.The orthometric height was determined by vertical angle observations.
 TU1664
 TU1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1664
 TU1664.The geoid height was determined by GEOID03.
 TU1664
 TU1664;                    North         East     Units Scale Factor Converg.
 TU1664;SPC HI 3     -    21,470.178   492,140.176   MT  0.99999076   -0 01 39.4
 TU1664;UTM  04      - 2,362,334.704   595,823.489   MT  0.99971346   +0 20 12.0
 TU1664
 TU1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1664!SPC HI 3     -   0.99995098  x   0.99999076  =   0.99994174
 TU1664!UTM  04      -   0.99995098  x   0.99971346  =   0.99966446
 TU1664
 TU1664|---------------------------------------------------------------------|
 TU1664| PID    Reference Object                     Distance      Geod. Az  |
 TU1664|                                                           dddmmss.s |
 TU1664| CJ8823 MAKAKILO RM 1                         6.333 METERS 09619     |
 TU1664| TU1654 EWA IMM CON CATH CH CROSS           APPROX. 4.7 KM 1141142.8 |
 TU1664| TU1655 EWA MILL STACK                      APPROX. 4.8 KM 1192701.2 |
 TU1664| TU1662 BARBERS PT NAS BASE CONT TR BN      APPROX. 5.6 KM 1744114.7 |
 TU1664| CJ8824 MAKAKILO RM 2                         5.901 METERS 18510     |
 TU1664| TU1673 BARBERS PT STANDARD OIL NW TWR      APPROX. 6.8 KM 2152515.4 |
 TU1664| TU1636 WHIPP                               APPROX. 2.8 KM 3011316.3 |
 TU1664| TU1640 MANAWAHUA PK RADAR DOME             APPROX. 4.2 KM 3132454.2 |
 TU1664| TU1665 MAKAKILO AERO BEACON 1963            29.699 METERS 32818     |
 TU1664|---------------------------------------------------------------------|
 TU1664
 TU1664                          SUPERSEDED SURVEY CONTROL
 TU1664
 TU1664  NAD 83(1986)-  21 21 37.98260(N)    158 04 32.82250(W) AD(       ) 1
 TU1664  OLD HI      -  21 21 49.36910(N)    158 04 42.70887(W) AD(       ) 1
 TU1664
 TU1664.Superseded values are not recommended for survey control.
 TU1664.NGS no longer adjusts projects to the OLD HI datum.
 TU1664.See file dsdata.txt to determine how the superseded data were derived.
 TU1664
 TU1664_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9582362335(NAD 83)
 TU1664
 TU1664  HISTORY     - Date     Condition        Report By
 TU1664  HISTORY     - 1957     MONUMENTED       CGS
 TU1664  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1664  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1664  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1664  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1664  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1664  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1664
 TU1664                          STATION DESCRIPTION
 TU1664
 TU1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1664'STATION WAS RECOVERED.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED
 TU1664'BY THIS PARTY.  FOLLOWING IS A NEW ROUTING TO THE STATION AND
 TU1664'DESCRIPTION OF THE REFERENCE MARKS.
 TU1664'
 TU1664'TO REACH FROM THE BANK OF HAWAII IN WAIPAHU, GO WESTERLY ON
 TU1664'STATE HIGHWAY 90 FOR 3.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 TU1664'NORTHERLY ON BLACK TOP ROAD FOR 0.6 MILE TO A CROSS ROAD, CONTINUE
 TU1664'AHEAD ON BLACK TOP ROAD FOR 1.1 MILES TO A LOCKED GATE, PASS
 TU1664'THROUGH GATE AND CONTINUE ON BLACK TOP ROAD FOR 0.1 MILE TO A
 TU1664'SIDE ROAD LEFT, TURN LEFT, WESTERLY ON GRAVEL ROAD FOR 0.6 MILE
 TU1664'TO THE TOP OF HILL AND STATION.
 TU1664'
 TU1664'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAKAKILO NO 1 1960,
 TU1664'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 11 FEET
 TU1664'EAST OF THE CENTER OF THE GRAVEL ROAD.
 TU1664'
 TU1664'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAKAKILO NO 2 1960,
 TU1664'CEMENTED IN A DRILL HOLE IN THE TOP OF A 9 X 8 FOOT CONCRETE GUN
 TU1664'IMPLACEMENT PROJECTING 3 FEET.  IT IS 15 FEET WEST OF THE CENTER
 TU1664'OF THE GRAVEL ROAD.
 TU1664
 TU1664                          STATION RECOVERY (1961)
 TU1664
 TU1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1664'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU1664'CONDITION.
 TU1664'
 TU1664'A NEW DESCRIPTION FOLLOWS--
 TU1664'
 TU1664'THE STATION IS LOCATED ON THE HIGHEST POINT OF PUU MAKAKILO,
 TU1664'ABOUT 4 MILES NORTH OF BARBERS POINT NAVAL AIR STATION, ABOUT 3
 TU1664'MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 90 AND FORT WEAVER
 TU1664'ROAD, AND ABOUT 0.3 MILES SOUTH OF PALEHUA ROAD.
 TU1664'
 TU1664'THE STATION IS THE CENTER OF THE PIPE IN A TYPE B HAWAIIAN
 TU1664'TERRITORY SURVEY MONUMENT.
 TU1664'
 TU1664'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED MAKAKILO
 TU1664'NO. 1 1960 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK AND 11 FEET
 TU1664'EAST OF THE CENTER OF THE ROAD LEADING TO THE STATION.
 TU1664'
 TU1664'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED MAKAKILO
 TU1664'NO. 2 1960 SET IN A DRILL HOLE IN AN OLD CONCRETE FOUNDATION 3
 TU1664'FEET HIGH AND IS 15 FEET WEST OF THE ROAD LEADING TO THE STATION.
 TU1664'
 TU1664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 76 AND
 TU1664'90 ABOUT 1.8 MILES WEST OF WAIPAHU, GO WEST ON STATE HIGHWAY 90
 TU1664'FOR 2.0 MILES TO A BLACKTOP ROAD (PALEHUA ROAD) WHICH TURNS RIGHT
 TU1664'AT A SIGN SITES 6 AND 7.  TURN RIGHT AND GO 1.8 MILES TO A GRADED
 TU1664'ROAD LEFT.  TURN LEFT ON GRADED ROAD FOR 0.6 MILES TO THE TOP OF
 TU1664'THE HILL AND THE STATION ON THE RIGHT.
 TU1664
 TU1664                          STATION RECOVERY (1963)
 TU1664
 TU1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1664'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1664'COMPLETE DESCRIPTION FOLLOWS--
 TU1664'
 TU1664'STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES SOUTHWEST OF
 TU1664'WAIPAHU, 2-1/2 MILES NORTHWEST OF EWA, AND 1 MILE NORTHWEST OF
 TU1664'STATE HIGHWAY 90.  AT ABOUT 972 FEET ELEVATION, ON A HILL KNOWN
 TU1664'AS PUU MAKAKILO, WHICH HAS 2 OLD, CONCRETE, OBSERVATION POSTS
 TU1664'AND AN AIRCRAFT WARNING BEACON LIGHT ON ITS SUMMIT.
 TU1664'
 TU1664'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 76,
 TU1664'ABOUT 1-3/4 MILES WEST OF WAIPAHU, GO SOUTHWESTERLY ON STATE
 TU1664'HIGHWAY 90 FOR 2.0 MILES TO PAVED SIDE ROAD RIGHT, AT SIGN NIKE
 TU1664'SITE 63 AND 78.  TURN RIGHT AND GO UPHILL FOR 1.8 MILES TO TRACK
 TU1664'ROAD LEFT BY A STONE CULVERT, AND OPPOSITE A POWER TRANSFORMER
 TU1664'STATION.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.55 MILE TO
 TU1664'STATION ON RIGHT SIDE OF ROAD.
 TU1664'
 TU1664'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN CONCRETE ABOUT
 TU1664'8 INCHES BELOW GROUND LEVEL.  IT IS 10-1/2 FEET NORTHEAST OF THE
 TU1664'NORTHERLY 1 OF THE 2 CONCRETE BUILDINGS, 7.8 FEET NORTHEAST OF THE
 TU1664'NORTHEAST CORNER OF A 5 X 9-FOOT CONCRETE BOX, AND HAS A TYPE B,
 TU1664'HAWAII TERRITORY SURVEY SIGNAL CENTERED OVER IT.  THE MARK IS
 TU1664'VISIBLE THROUGH HAND-HOLE UNDER FLOOR.
 TU1664'
 TU1664'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAKAKILO
 TU1664'NO 1 1960, CEMENTED IN A DRILL HOLE IN A 4-FOOT-DIAMETER BOULDER
 TU1664'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 10 FEET EAST OF CENTER
 TU1664'LINE OF ROAD AND ABOUT 6 INCHES HIGHER THAN STATION MARK.
 TU1664'
 TU1664'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAKAKILO
 TU1664'NO 2 1960, CEMENTED IN A DRILL HOLE IN THE NORTH END OF THE
 TU1664'CONCRETE BUILDING.  IT IS 17 FEET WEST OF CENTER LINE OF ROAD AND
 TU1664'ABOUT 3 FEET HIGHER THAN STATION MARK.
 TU1664'
 TU1664'MAKAKILO AERO BEACON IS A 12-INCH-DIAMETER, RED, CYLINDER-SHAPED
 TU1664'LIGHT, MOUNTED ON TOP OF THE CENTER OF THE ROOF OF A 6-FOOT-SQUARE,
 TU1664'WOODEN BUILDING THAT IS PAINTED WHITE AND ORANGE.  PEAK OF ROOF
 TU1664'IS 10 FEET ABOVE GROUND.  BASE OF LIGHT IS 13.74 FEET HIGHER THAN
 TU1664'STATION MARK.
 TU1664
 TU1664                          STATION RECOVERY (1967)
 TU1664
 TU1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1664'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU1664'GOOD CONDITION AND AS DESCRIBED IN 1963, WITH THE EXCEPTION THAT
 TU1664'THE STATION MARK IS NOT A STANDARD COAST AND GEODETIC SURVEY
 TU1664'DISK.  DUE TO THE HAWAII TERRITORIAL SURVEY TYPE B MONUMENT OVER
 TU1664'THE MARK, ALL THE DISK CANNOT BE SEEN, THEREFORE THE ORIGIN OF
 TU1664'THE MARK COULD NOT BE DETERMINED.  BUT THE CENTER OF THE DISK IS
 TU1664'MARKED WITH AN X, NOT A TRIANGLE AND DOT AS A STANDARD DISK
 TU1664'WOULD BE.
 TU1664'
 TU1664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1664'2-1/2 MILES NORTHWEST OF EWA.
 TU1664
 TU1664                          STATION RECOVERY (1969)
 TU1664
 TU1664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1664'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1664'DESCRIBED AND IN GOOD CONDITION.  THE STATION MARK, HOWEVER, IS
 TU1664'NOT A COAST AND GEODETIC SURVEY DISK BUT, A HAWAII TERRITORY
 TU1664'DISK.  THE AIRWAY BEACON THAT WAS MENTIONED IN THE 1963
 TU1664'DESCRIPTION IS NO LONGER THERE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1664'
 TU1664'STATION IS LOCATED 4-1/2 MILES SOUTHWEST OF WAIPAHU, 2-1/2 MILES
 TU1664'NORTHWEST OF EWA, 1 MILE NORTHWEST OF STATE HIGHWAY 90, AT ABOUT
 TU1664'972 FEET ELEVATION ON PUU MAKAKILO HILL.
 TU1664'
 TU1664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND
 TU1664'90, GO WESTERLY ON STATE HIGHWAY 90 FOR 0.35 MILE TO THE JUNCTION
 TU1664'OF STATE HIGHWAY 76 ON THE RIGHT, CONTINUE WESTERLY ON STATE
 TU1664'HIGHWAY 90 FOR 1.95 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH
 TU1664'AND WESTERLY ON A PAVED ROAD, (PASSING UNDER H-1 FREEWAY), FOR
 TU1664'1.75 MILES TO A BRIDGE AND A TRACK ROAD ON THE LEFT.  TURN LEFT
 TU1664'AND FOLLOW THE TRACK ROAD FOR 0.55 MILE TO THE TOP OF THE
 TU1664'HILL AND THE STATION.
 TU1664'
 TU1664'THE STATION IS A HAWAII TERRITORY DISK WHICH IS UNSTAMPED.  IT IS
 TU1664'CEMENTED IN A DRILL HOLE ABOUT 8 INCHES BELOW THE GROUND SURFACE
 TU1664'AND HAS A TYPE B HAWAII TERRITORY SIGNAL CENTERED OVER IT, 11 FEET
 TU1664'WEST OF THE CENTER OF A TRACK ROAD AND 7.8 FEET NORTHEAST OF THE
 TU1664'NORTHEAST CORNER OF A CONCRETE BOX.
 TU1664'
 TU1664'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MAKAKILO NO 1 1960,
 TU1664'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS 4 BY 4 FEET AND
 TU1664'FLUSH WITH THE GROUND SURFACE, AND 10 FEET EAST OF THE CENTER OF
 TU1664'A TRACK ROAD.
 TU1664'
 TU1664'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MAKAKILO NO 2 1960,
 TU1664'CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE BUNKER WHICH IS
 TU1664'7.5 BY 8.5 FEET AND PROJECTS 2.5 FEET ABOVE THE GROUND SURFACE,
 TU1664'AND 15 FEET WEST OF THE CENTER OF A TRACK ROAD.
 TU1664'
 TU1664'NOTE--NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 TU1664'
 TU1664'HEIGHT OF LIGHT ABOVE STATION MARK 5.5 FEET.
 TU1664'
 TU1664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1664'2-1/2 MILES NORTHWEST OF EWA.
 TU1664
 TU1664                          STATION RECOVERY (1973)
 TU1664
 TU1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 TU1664'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TU1664'CONDITION AND AS DESCRIBED BY C.A. ANNIS IN 1969.  THE 1969 TO
 TU1664'REACH IS ADEQUATE.  THE DISTANCE AND DIRECTIONS TO THE REFERENCE
 TU1664'MARKS WAS VERIFIED AT THIS TIME AND FOUND TO BE ACCURATE.
 TU1664'
 TU1664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1664'2-1/2 MILES NORTHWEST OF EWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1665 ***********************************************************************
 TU1665  DESIGNATION -  MAKAKILO AERO BEACON 1963
 TU1665  PID         -  TU1665
 TU1665  STATE/COUNTY-  HI/HONOLULU
 TU1665  USGS QUAD   -  EWA (1983)
 TU1665
 TU1665                         *CURRENT SURVEY CONTROL
 TU1665  ___________________________________________________________________
 TU1665* NAD 83(1993)-  21 21 38.85511(N)    158 04 33.35312(W)     ADJUSTED  
 TU1665* LOCAL TIDAL -                                                        
 TU1665  ___________________________________________________________________
 TU1665  EPOCH DATE  -        1993.62
 TU1665  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 TU1665  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1665
 TU1665  HORZ ORDER  -  THIRD
 TU1665
 TU1665.The horizontal coordinates were established by classical geodetic methods
 TU1665.and adjusted by the National Geodetic Survey in December 1998..
 TU1665.No horizontal observational check was made to the station.
 TU1665.The horizontal coordinates are valid at the epoch date displayed above.
 TU1665.The epoch date for horizontal control is a decimal equivalence
 TU1665.of Year/Month/Day.
 TU1665
 TU1665
 TU1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1665
 TU1665.The geoid height was determined by GEOID03.
 TU1665
 TU1665;                    North         East     Units Scale Factor Converg.
 TU1665;SPC HI 3     -    21,495.455   492,124.584   MT  0.99999077   -0 01 39.6
 TU1665;UTM  04      - 2,362,359.874   595,807.740   MT  0.99971343   +0 20 11.8
 TU1665
 TU1665                          SUPERSEDED SURVEY CONTROL
 TU1665
 TU1665  NAD 83(1986)-  21 21 38.80420(N)    158 04 33.36411(W) AD(       ) 4
 TU1665  OLD HI      -  21 21 50.15700(N)    158 04 43.24400(W) AD(       ) 3
 TU1665
 TU1665.Superseded values are not recommended for survey control.
 TU1665.NGS no longer adjusts projects to the OLD HI datum.
 TU1665.See file dsdata.txt to determine how the superseded data were derived.
 TU1665
 TU1665_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9580862360(NAD 83)
 TU1665
 TU1665  HISTORY     - Date     Condition        Report By
 TU1665  HISTORY     - 1963     MONUMENTED       CGS
 TU1665
 TU1665                          STATION DESCRIPTION
 TU1665
 TU1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU1665'SEE STATION MAKAKILO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3351 ***********************************************************************
 TU3351  DESIGNATION -  MAKAKUPAIA 2
 TU3351  PID         -  TU3351
 TU3351  STATE/COUNTY-  HI/MAUI
 TU3351  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3351
 TU3351                         *CURRENT SURVEY CONTROL
 TU3351  ___________________________________________________________________
 TU3351* NAD 83(1993)-  21 06 47.31543(N)    156 57 01.31474(W)     ADJUSTED  
 TU3351* LOCAL TIDAL -       797.     (meters)    2615.     (feet)  VERT ANG  
 TU3351  ___________________________________________________________________
 TU3351  EPOCH DATE  -        1993.62
 TU3351  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 TU3351  GEOID HEIGHT-          15.98  (meters)                     GEOID03
 TU3351
 TU3351  HORZ ORDER  -  SECOND
 TU3351
 TU3351.The horizontal coordinates were established by classical geodetic methods
 TU3351.and adjusted by the National Geodetic Survey in December 1998..
 TU3351.The horizontal coordinates are valid at the epoch date displayed above.
 TU3351.The epoch date for horizontal control is a decimal equivalence
 TU3351.of Year/Month/Day.
 TU3351
 TU3351.The orthometric height was determined by vertical angle observations.
 TU3351.No vertical observational check was made to the station.
 TU3351
 TU3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3351
 TU3351.The geoid height was determined by GEOID03.
 TU3351
 TU3351;                    North         East     Units Scale Factor Converg.
 TU3351;SPC HI 2     -    86,358.854   470,526.927   MT  0.99997740   -0 06 07.9
 TU3351;UTM  04      - 2,336,041.613   712,889.023   MT  1.00016010   +0 44 18.9
 TU3351
 TU3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3351!SPC HI 2     -   0.99987223  x   0.99997740  =   0.99984964
 TU3351!UTM  04      -   0.99987223  x   1.00016010  =   1.00003231
 TU3351
 TU3351|---------------------------------------------------------------------|
 TU3351| PID    Reference Object                     Distance      Geod. Az  |
 TU3351|                                                           dddmmss.s |
 TU3351| TU3350 IRON PIPE NR STA MAKAKUPAIA 2         5.227 METERS 01831     |
 TU3351| CN5882 MAKAKUPAIA 2 RM 1                     4.690 METERS 05235     |
 TU3351| TU3346 ONINI 1915                          APPROX. 5.1 KM 2080134.1 |
 TU3351| CN5883 MAKAKUPAIA 2 RM 2                    12.200 METERS 23112     |
 TU3351| TU3403 KAUNAKAKAI HARBOR ENT RNG F LT      APPROX. 8.2 KM 2500059.7 |
 TU3351| TU3402 KAUNAKAKAI HARBOR ENT RNG R LT      APPROX. 8.1 KM 2504703.5 |
 TU3351|---------------------------------------------------------------------|
 TU3351
 TU3351                          SUPERSEDED SURVEY CONTROL
 TU3351
 TU3351  NAD 83(1986)-  21 06 47.27041(N)    156 57 01.26250(W) AD(       ) 2
 TU3351  OLD HI      -  21 06 58.73000(N)    156 57 11.39800(W) AD(       ) 2
 TU3351
 TU3351.Superseded values are not recommended for survey control.
 TU3351.NGS no longer adjusts projects to the OLD HI datum.
 TU3351.See file dsdata.txt to determine how the superseded data were derived.
 TU3351
 TU3351_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1288936042(NAD 83)
 TU3351_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3351_SETTING: 66 = SET IN ROCK OUTCROP
 TU3351
 TU3351  HISTORY     - Date     Condition        Report By
 TU3351  HISTORY     - 1962     MONUMENTED       CGS
 TU3351
 TU3351                          STATION DESCRIPTION
 TU3351
 TU3351'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3351'STATION IS LOCATED, AIRLINE ABOUT 5 MILES EAST-NORTHEAST OF
 TU3351'KAUNAKAKAI, 6-1/4 MILES SOUTHEAST OF KUALAPUU AND 3 MILES
 TU3351'NORTH-NORTHEAST OF STATE HIGHWAY 45, ON THE SOUTH END OF A HILL
 TU3351'OF 2670 FEET ELEVATION THAT IS KNOWN AS OOA.
 TU3351'
 TU3351'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3351'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY
 TU3351'45 FOR 1.55 MMILES TO A SIDE ROAD LEFT, OPPOSITE A LARGE
 TU3351'BUILDING ON RIGHT.  TURN LEFT ON PAVED ROAD AND GO NORTH UP
 TU3351'STEEP HILL FOR 0.4 MILE TO WHERE PAVED ROAD TURNS RIGHT.
 TU3351'CONTINUE AHEAD ON TRACK ROAD FOR 0.05 MILE TO METAL GATE AT A
 TU3351'BLACK WATER TANK.  PASS THROUGH GATE AND FOLLOW ROAD TO
 TU3351'RIGHT FOR 0.3 MILE TO DIM LEFT FORK.  TAKE LEFT FORK AND
 TU3351'FOLLOW THIS NARROW, ROUGH, ROCKY ROAD FOR 4.0 MILES TO A
 TU3351'GATE ON HILLSIDE.  PASS THROUGH GATE AND CONTINUE
 TU3351'ON ROAD UPGRADE FOR 0.8 MILE TO A REVERSE-Y ON RIGHT.  TURN
 TU3351'SHARP RIGHT AND FOLLOW TRACK ROAD SOUTHERLY ALONG TOP OF HILL
 TU3351'FOR 0.2 MILE TO DIM FORK, AT SOUTH END OF HILL.  TAKE RIGHT
 TU3351'FORK, OLD BULLDOZER ROAD, FOR 20 YARDS TO STATION ON LEFT AT
 TU3351'ROCKY POINT OF KNOLL.
 TU3351'
 TU3351'STATION MARK IS A STANDARD DISK STAMPED MAKAKUPAIA 2 1962,
 TU3351'CEMENTED IN A DRILL HOLE IN A 3-FOOT-DIAMETER BEDROCK OUTCROP
 TU3351'THAT PROJECTS ABOUT 1 FOOT ABOVE GROUND.  IT IS 5 FEET EAST
 TU3351'OF THE EAST EDGE OF THE BULLDOZER ROAD, 30 FEET WEST OF AN OLD
 TU3351'ROAD GRADE, 12 FEET SOUTHWEST OF THE ROCKY POINT THAT IS HIGHEST
 TU3351'POINT OF KNOLL, AND 10.3 FEET SOUTH OF A WHITE WITNESS POST.
 TU3351'
 TU3351'REFERENCE MARK ONE IS A STANDARD DISK STAMPED MAKAKUPAIA 2
 TU3351'NO 1 1962, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE.  IT IS
 TU3351'6 FEET NORTH-NORTHWEST OF, AND 1 FOOT LOWER THAN THE HIGHEST
 TU3351'POINT OF THE KNOLL AND ABOUT 3 FEET HIGHER THAN THE STATION.
 TU3351'
 TU3351'REFERENCE MARK TWO IS A STANDARD DISK STAMPD MAKAKUPAIA 2
 TU3351'NO 2 1962, CEMENTED IN A DRILL HOLE IN A 4-FOOT-DIAMETER
 TU3351'BEDROCK OUTCROP THAT PROJECTS ABOUT 3 FEET ABOVE GROUND.  IT IS
 TU3351'10 FEET WEST OF WEST EDGE OF BULLDOZER ROAD AND IS IN THE LAST
 TU3351'NOTICEABLE ROCK OUTCROP ON THE SLOPE OF THE HILL.  THE MARK
 TU3351'IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU3351'
 TU3351'STATIO ONINI 1915 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2616 ***********************************************************************
 TU2616  DESIGNATION -  MAKALAWENA CHURCH
 TU2616  PID         -  TU2616
 TU2616  STATE/COUNTY-  HI/HAWAII
 TU2616  USGS QUAD   -  MAKALAWENA (1996)
 TU2616
 TU2616                         *CURRENT SURVEY CONTROL
 TU2616  ___________________________________________________________________
 TU2616* NAD 83(1993)-  19 47 28.50525(N)    156 01 36.02636(W)     ADJUSTED  
 TU2616* LOCAL TIDAL -                                                        
 TU2616  ___________________________________________________________________
 TU2616  EPOCH DATE  -        1993.62
 TU2616  LAPLACE CORR-          17.49  (seconds)                    DEFLEC99
 TU2616  GEOID HEIGHT-          18.38  (meters)                     GEOID03
 TU2616
 TU2616  HORZ ORDER  -  THIRD
 TU2616
 TU2616.The horizontal coordinates were established by classical geodetic methods
 TU2616.and adjusted by the National Geodetic Survey in December 1998..
 TU2616.The horizontal coordinates are valid at the epoch date displayed above.
 TU2616.The epoch date for horizontal control is a decimal equivalence
 TU2616.of Year/Month/Day.
 TU2616
 TU2616
 TU2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2616
 TU2616.The geoid height was determined by GEOID03.
 TU2616
 TU2616;                    North         East     Units Scale Factor Converg.
 TU2616;SPC HI 1     -   106,119.909   444,814.049   MT  1.00000429   -0 10 42.0
 TU2616;UTM  04      - 2,191,120.260   811,541.898   MT  1.00079985   +1 00 27.2
 TU2616;UTM  05      - 2,191,219.522   182,864.357   MT  1.00084333   -1 01 32.4
 TU2616
 TU2616                          SUPERSEDED SURVEY CONTROL
 TU2616
 TU2616  NAD 83(1986)-  19 47 28.50861(N)    156 01 36.04618(W) AD(       ) 4
 TU2616  OLD HI      -  19 47 39.91000(N)    156 01 45.60000(W) AD(       ) 3
 TU2616
 TU2616.Superseded values are not recommended for survey control.
 TU2616.NGS no longer adjusts projects to the OLD HI datum.
 TU2616.See file dsdata.txt to determine how the superseded data were derived.
 TU2616
 TU2616_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG1154291120(NAD 83)
 TU2616
 TU2616  HISTORY     - Date     Condition        Report By
 TU2616  HISTORY     - 1913     MONUMENTED       CGS
 TU2616
 TU2616                          STATION DESCRIPTION
 TU2616
 TU2616'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2616'ON WEST COAST OF HAWAII, 5 MILES NORTH-NORTHEAST OF KEAHOLE POINT,
 TU2616'AT MAKALAWENA VILLAGE, THE CHURCH JUST INSIDE THE BEACH.  IT HAS
 TU2616'A RED ROOF, RED STEEPLE, AND IS PAINTED GREEN WITH WHITE TRIMMINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2811 ***********************************************************************
 TU2811  DESIGNATION -  MAKALIIHANAU 1878
 TU2811  PID         -  TU2811
 TU2811  STATE/COUNTY-  HI/MAUI
 TU2811  USGS QUAD   -  KIPAHULU (1983)
 TU2811
 TU2811                         *CURRENT SURVEY CONTROL
 TU2811  ___________________________________________________________________
 TU2811* NAD 83(1993)-  20 41 21.54720(N)    156 01 09.00018(W)     ADJUSTED  
 TU2811* LOCAL TIDAL -       187.0    (meters)     614.     (feet)  VERT ANG  
 TU2811  ___________________________________________________________________
 TU2811  EPOCH DATE  -        1993.62
 TU2811  LAPLACE CORR-         -13.22  (seconds)                    DEFLEC99
 TU2811  GEOID HEIGHT-          15.20  (meters)                     GEOID03
 TU2811
 TU2811  HORZ ORDER  -  SECOND
 TU2811
 TU2811.The horizontal coordinates were established by classical geodetic methods
 TU2811.and adjusted by the National Geodetic Survey in December 1998..
 TU2811.The horizontal coordinates are valid at the epoch date displayed above.
 TU2811.The epoch date for horizontal control is a decimal equivalence
 TU2811.of Year/Month/Day.
 TU2811
 TU2811.The orthometric height was determined by vertical angle observations.
 TU2811
 TU2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2811
 TU2811.The geoid height was determined by GEOID03.
 TU2811
 TU2811;                    North         East     Units Scale Factor Converg.
 TU2811;SPC HI 2     -    39,544.758   567,457.987   MT  1.00002288   +0 13 43.6
 TU2811;UTM  04      - 2,290,620.027   810,536.822   MT  1.00079195   +1 03 14.3
 TU2811;UTM  05      - 2,290,694.022   185,466.908   MT  1.00082284   -1 04 03.2
 TU2811
 TU2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2811!SPC HI 2     -   0.99996822  x   1.00002288  =   0.99999110
 TU2811!UTM  04      -   0.99996822  x   1.00079195  =   1.00076014
 TU2811!UTM  05      -   0.99996822  x   1.00082284  =   1.00079103
 TU2811
 TU2811:                Primary Azimuth Mark                     Grid Az
 TU2811:SPC HI 2     -  MAKAHAHANA                               000 13 03.0
 TU2811:UTM  04      -  MAKAHAHANA                               359 23 32.3
 TU2811:UTM  05      -  MAKAHAHANA                               001 30 49.8
 TU2811
 TU2811|---------------------------------------------------------------------|
 TU2811| PID    Reference Object                     Distance      Geod. Az  |
 TU2811|                                                           dddmmss.s |
 TU2811| TU2836 MAKAHAHANA                          APPROX. 1.5 KM 0002646.6 |
 TU2811|---------------------------------------------------------------------|
 TU2811
 TU2811                          SUPERSEDED SURVEY CONTROL
 TU2811
 TU2811  NAD 83(1986)-  20 41 21.51425(N)    156 01 09.02290(W) AD(       ) 2
 TU2811  OLD HI      -  20 41 33.54600(N)    156 01 20.00600(W) AD(       ) 2
 TU2811
 TU2811.Superseded values are not recommended for survey control.
 TU2811.NGS no longer adjusts projects to the OLD HI datum.
 TU2811.See file dsdata.txt to determine how the superseded data were derived.
 TU2811
 TU2811_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1053790620(NAD 83)
 TU2811
 TU2811  HISTORY     - Date     Condition        Report By
 TU2811  HISTORY     - 1878     MONUMENTED       CGS
 TU2811  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2811  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2811  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2811  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2811
 TU2811                          STATION DESCRIPTION
 TU2811
 TU2811'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU2811'ON SOUTHEASTERN COAST OF MAUI, IN HANA DISTRICT, IN THE LAND OF
 TU2811'MUOLEA, ON THE SOUTHERN EDGE OF THE SUMMIT OF A PROMINENT
 TU2811'HILL LYING ABOUT 200 METERS NORTH OF THE ROAD.  MARKED (IN
 TU2811'1912) BY A 2-INCH GALVANIZED IRON PIPE SET IN A BLOCK OF
 TU2811'CONCRETE.
 TU2811
 TU2811                          STATION RECOVERY (1950)
 TU2811
 TU2811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2811'ON THE SOUTHEAST COAST OF EAST MAUI, SOUTH HANA DISTRICT, IN
 TU2811'LAND OF MUOLEA, ABOUT 3500 FEET FROM THE SEA ON THE SUMMIT OF A
 TU2811'PROMINENT HILL ABOUT 0.2 MILES NORTH OF THE GOVERNMENT ROAD.
 TU2811'
 TU2811'THE ORIGINAL MARK WAS A REDWOOD POST BUT WAS LATER REPLACED BY
 TU2811'A 2 INCH GALVANIZED IRON PIPE SET IN A CORE OF CONCRETE
 TU2811'PROJECTING ABOUT 8 INCHES.
 TU2811'
 TU2811'A STANDARD HAWAIIAN TERRITORY SURVEY BRONZE DISK STAMPED
 TU2811'MAKALIIHANAU 1950 WAS CEMENTED IN THE CENTER OF THE IRON PIPE.
 TU2811'
 TU2811'TO REACH FROM THE POST OFFICE AT HANA--GO SOUTHWEST ON THE
 TU2811'COAST ROAD FOR 6.3 MILES, TURN RIGHT INTO NARROW LANE BETWEEN
 TU2811'RANCH HOUSES AND GO TO SECOND GATE, TURN LEFT ALONG FENCE AND
 TU2811'GO 0.25 MILES TO TOP OF HILL AND STATION.
 TU2811
 TU2811                          STATION RECOVERY (1961)
 TU2811
 TU2811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2811'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU2811'THE RECOVERY NOTE BY C. T. H. IN 1950.  IT IS ABOUT 10 FEET
 TU2811'EAST OF A FENCE, ON LAND OF THE KOALI RANCH.  A KEY TO THE GATE
 TU2811'ENTERING THE FIELD MAY BE SECURED AT THE HOUSE ACROSS HIGHWAY
 TU2811'31 FROM THE RANCH ENTRANCE.
 TU2811
 TU2811                          STATION RECOVERY (1969)
 TU2811
 TU2811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2811'STATION MARK WAS RECOVERED AND FOUND SLIGHTLY LOOSE AND
 TU2811'PROJECTING EXCESSIVELY FROM THE GROUND, SO WAS REBUILT BY
 TU2811'LOWERING THE CONCRETE POST AND SETTING IT IN A LARGE MASS OF
 TU2811'CONCRETE AND BOULDERS.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2811'
 TU2811'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF HANA AND 1-1/2
 TU2811'MILES SOUTHWEST OF PUUIKI CHURCH, ON THE KOALI RANCH,
 TU2811'OVERLOOKING THE HIGHWAY, ON THE SOUTHEAST RIM OF AN OLD
 TU2811'CRATER, NOW OVERGROWN WITH GRASS AND GUAVA BRUSH, AND IS AT
 TU2811'ABOUT 613 FEET ELEVATION.
 TU2811'
 TU2811'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2811'STATE HIGHWAY 31 FOR 5.7 MILES TO ROCKY LANE RIGHT, AT SIGN
 TU2811'KOALI RANCH.  GO UP LANE 0.1 MILE TO CORNER.  CONTINUE
 TU2811'AHEAD THROUGH METAL GATE, THEN CROSS WIRE CORRAL, PASS OUT OF
 TU2811'GATE AND CONTINUE ON FIELD ROAD FOR 0.15 MILE TO BOARD GATE
 TU2811'AT TREE LINE.  PASS THROUGH GATE, THEN GO LEFT ACROSS FLAT
 TU2811'PASTURE FOR 0.2 MILE TO TOP OF CRATER RIM.  GO LEFT ALONG RIM
 TU2811'FOR 0.05 MILE TO STATION AT FENCE LINE.
 TU2811'
 TU2811'STATION MARK IS A HAWAII TERRITORY SURVEY DISK, UNSTAMPED, SET
 TU2811'IN THE TOP OF A 6-INCH-DIAMETER CONCRETE POST PROJECTING 6
 TU2811'INCHES FROM THE CENTER OF AN 18-INCH-DIAMETER MASS OF
 TU2811'CONCRETE.  IT IS 5 FEET SOUTHEAST OF A FENCE LINE, 40 FEET
 TU2811'SOUTHEAST OF HIGHEST POINT OF HILL, AND 5.3 FEET NORTH OF A
 TU2811'METAL FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1992 ***********************************************************************
 TU1992  DESIGNATION -  MAKANA
 TU1992  PID         -  TU1992
 TU1992  STATE/COUNTY-  HI/KAUAI
 TU1992  USGS QUAD   -  HAENA (1983)
 TU1992
 TU1992                         *CURRENT SURVEY CONTROL
 TU1992  ___________________________________________________________________
 TU1992* NAD 83(1993)-  22 13 06.14283(N)    159 34 47.97375(W)     ADJUSTED  
 TU1992* LOCAL TIDAL -                                                        
 TU1992  ___________________________________________________________________
 TU1992  EPOCH DATE  -        1993.62
 TU1992  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU1992  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1992
 TU1992  HORZ ORDER  -  THIRD
 TU1992
 TU1992.The horizontal coordinates were established by classical geodetic methods
 TU1992.and adjusted by the National Geodetic Survey in December 1998..
 TU1992.The horizontal coordinates are valid at the epoch date displayed above.
 TU1992.The epoch date for horizontal control is a decimal equivalence
 TU1992.of Year/Month/Day.
 TU1992
 TU1992
 TU1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1992
 TU1992.The geoid height was determined by GEOID03.
 TU1992
 TU1992;                    North         East     Units Scale Factor Converg.
 TU1992;SPC HI 4     -    42,637.435   491,752.568   MT  0.99999084   -0 01 48.9
 TU1992;UTM  04      - 2,457,112.519   440,224.019   MT  0.99964415   -0 13 09.6
 TU1992
 TU1992                          SUPERSEDED SURVEY CONTROL
 TU1992
 TU1992  NAD 83(1986)-  22 13 06.09831(N)    159 34 48.01685(W) AD(       ) 4
 TU1992  OLD HI      -  22 13 17.44000(N)    159 34 58.12000(W) AD(       ) 3
 TU1992
 TU1992.Superseded values are not recommended for survey control.
 TU1992.NGS no longer adjusts projects to the OLD HI datum.
 TU1992.See file dsdata.txt to determine how the superseded data were derived.
 TU1992
 TU1992_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4022457113(NAD 83)
 TU1992
 TU1992  HISTORY     - Date     Condition        Report By
 TU1992  HISTORY     - UNK      MONUMENTED
 TU1992  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1992  HISTORY     - 1983     GOOD             USPSQD
 TU1992  HISTORY     - 19910619 GOOD             USPSQD
 TU1992  HISTORY     - 19970611 GOOD             USPSQD
 TU1992  HISTORY     - 19980817 GOOD             USPSQD
 TU1992
 TU1992                          STATION DESCRIPTION
 TU1992
 TU1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1992'STATION WAS IDENTIFIED AND IS IN GOOD CONDITION.  LOCATED
 TU1992'ABOUT 5-1/2 MILES WEST-NORTHWEST OF HANALEI, AT KAILIU POINT,
 TU1992'ON NORTH END OF THE RIDGE ON WEST SIDE OF LIMAHULI STREAM.
 TU1992'
 TU1992'STATION IS A SLIGHTLY ROUND-TOPPED PEAK, OR SPIRE, OF ABOUT
 TU1992'1100 FEET ELEVATION WITH SIDES RISING ALMOST STRAIGHT UP.
 TU1992'
 TU1992'NOTE--THIS PEAK WAS INTERSECTED AGAIN IN 1927 AND NAMED FLAT
 TU1992'1927.  BOTH STATIONS ARE IDENTICAL.
 TU1992
 TU1992                          STATION RECOVERY (1983)
 TU1992
 TU1992'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1992'STATION RECOVERED GOOD - STA. IDENTIFIED AS DESCRIBED BY DMW 1965.
 TU1992
 TU1992                          STATION RECOVERY (1991)
 TU1992
 TU1992'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1992'RECOVERED IN GOOD CONDITION.
 TU1992
 TU1992                          STATION RECOVERY (1997)
 TU1992
 TU1992'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1992'RECOVERED IN GOOD CONDITION.
 TU1992
 TU1992                          STATION RECOVERY (1998)
 TU1992
 TU1992'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2435 ***********************************************************************
 TU2435  DESIGNATION -  MAKANAO 2 RESET
 TU2435  PID         -  TU2435
 TU2435  STATE/COUNTY-  HI/HAWAII
 TU2435  USGS QUAD   -  PUNALUU (1982)
 TU2435
 TU2435                         *CURRENT SURVEY CONTROL
 TU2435  ___________________________________________________________________
 TU2435* NAD 83(1993)-  19 08 52.44183(N)    155 33 03.87140(W)     ADJUSTED  
 TU2435* LOCAL TIDAL -       560.2    (meters)    1838.     (feet)  VERT ANG  
 TU2435  ___________________________________________________________________
 TU2435  EPOCH DATE  -        1993.62
 TU2435  LAPLACE CORR-          -9.24  (seconds)                    DEFLEC99
 TU2435  GEOID HEIGHT-          20.12  (meters)                     GEOID03
 TU2435
 TU2435  HORZ ORDER  -  SECOND
 TU2435
 TU2435.The horizontal coordinates were established by classical geodetic methods
 TU2435.and adjusted by the National Geodetic Survey in December 1998..
 TU2435.The horizontal coordinates are valid at the epoch date displayed above.
 TU2435.The epoch date for horizontal control is a decimal equivalence
 TU2435.of Year/Month/Day.
 TU2435
 TU2435.The orthometric height was determined by vertical angle observations.
 TU2435
 TU2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2435
 TU2435.The geoid height was determined by GEOID03.
 TU2435
 TU2435;                    North         East     Units Scale Factor Converg.
 TU2435;SPC HI 1     -    34,819.682   494,627.117   MT  0.99996702   -0 01 00.3
 TU2435;UTM  05      - 2,119,152.783   231,667.644   MT  1.00049014   -0 50 14.2
 TU2435
 TU2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2435!SPC HI 1     -   0.99990878  x   0.99996702  =   0.99987580
 TU2435!UTM  05      -   0.99990878  x   1.00049014  =   1.00039888
 TU2435
 TU2435|---------------------------------------------------------------------|
 TU2435| PID    Reference Object                     Distance      Geod. Az  |
 TU2435|                                                           dddmmss.s |
 TU2435| CN5884 MAKANAO 2 RM 1                        5.567 METERS 13824     |
 TU2435| TU2439 HONUAPO HUTCHINSON STACK 1967       APPROX. 6.3 KM 1774341.8 |
 TU2435| TU2440 HONUAPO HUTCHINSON MILL STACK       APPROX. 6.3 KM 1775004.9 |
 TU2435| CN5886 MAKANAO 2 RM 3                        3.184 METERS 24247     |
 TU2435| CN5887 MAKANAO 2 RM 4                       17.375 METERS 32522     |
 TU2435| CN5885 MAKANAO 2 RM 2                       14.856 METERS 32618     |
 TU2435|---------------------------------------------------------------------|
 TU2435
 TU2435                          SUPERSEDED SURVEY CONTROL
 TU2435
 TU2435  NAD 83(1986)-  19 08 52.42892(N)    155 33 03.91716(W) AD(       ) 2
 TU2435  OLD HI      -  19 09 03.26400(N)    155 33 13.93400(W) AD(       ) 2
 TU2435
 TU2435.Superseded values are not recommended for survey control.
 TU2435.NGS no longer adjusts projects to the OLD HI datum.
 TU2435.See file dsdata.txt to determine how the superseded data were derived.
 TU2435
 TU2435_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3166819153(NAD 83)
 TU2435
 TU2435  HISTORY     - Date     Condition        Report By
 TU2435  HISTORY     - 1949     MONUMENTED       LOCSUR
 TU2435  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2435
 TU2435                          STATION DESCRIPTION
 TU2435
 TU2435'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1949 (LCW)
 TU2435'THE STATION IS LOCATED ON A ROCK PILE ON THE SUMMIT OF A ROUNDED
 TU2435'HILL, PLANTED IN CANE, WHICH LIES ABOUT 5 MILES NORTH OF HONUAPO,
 TU2435'ABOUT 3 MILES NORTHWEST OF PUNALUU, ABOUT 2 MILES NORTHWEST OF
 TU2435'HILEA, ABOUT 200 YARDS WEST OF A GRADED ROAD AND 40 FEET SOUTHEAST
 TU2435'OF THE CORNER OF A ROCK WALL.
 TU2435'
 TU2435'TO REACH FROM THE POST OFFICE IN NAALEHU.  GO NORTH AND EAST ON
 TU2435'A GOOD CINDER ROAD FOR 6.6 MILES.  CROSS OVER A SMALL CREEK AND
 TU2435'CONTINUE EAST FOR ABOUT 200 FEET.  TAKE THE LEFT HAND FORK AND GO
 TU2435'EASTERLY FOR ABOUT 150 FEET.  PASS THROUGH A BOARD GATE AND FOLLOW
 TU2435'THE STEEP ROAD EAST AND NORTH FOR 0.6 MILE TO A POINT WHERE THE
 TU2435'ROAD, AFTER PASSING AROUND THE EAST SIDE OF THE HILL, STARTS TO
 TU2435'BREAK AWAY TO THE WEST AND THE END OF TRUCK TRAVEL.  FROM THIS
 TU2435'POINT PACK WESTERLY, THROUGH THE CANE FIELD, FOR ABOUT 200
 TU2435'YARDS TO THE HIGH GROUND AND THE STATION.  A SLIGHTLY HIGHER
 TU2435'HILL, WHICH IS BRUSH COVERED, LIES ABOUT 0.7 MILE NORTHWEST OF
 TU2435'THE STATION.
 TU2435'
 TU2435'THE STATION IS THE CENTER OF A 1-1/2 INCH IRON PIPE WHICH
 TU2435'PROJECTS ABOUT 5 INCHES FROM THE TOP OF A TRIANGULAR STONE AND
 TU2435'CONCRETE PLATFORM WHICH IS ABOUT 5 FEET ABOVE GROUND AND ABOUT
 TU2435'LEVEL WITH THE ROCK PILE.
 TU2435'
 TU2435'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MAKANAO 2
 TU2435'NO 1 1949, SET IN THE TOP OF A 3 INCH PIPE WHICH PROJECTS ABOUT
 TU2435'8 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 TU2435'STATION.
 TU2435'
 TU2435'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MAKANAO 2
 TU2435'NO 2 1949, SET IN THE TOP OF A 3 INCH PIPE WHICH PROJECTS ABOUT
 TU2435'7 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 TU2435'STATION.
 TU2435'
 TU2435'THIS STATION WAS ESTABLISHED BY THE HUTCHINSON SUGAR COMPANY
 TU2435'SURVEY DEPARTMENT AFTER THEY COULD NOT LOCATE THE OLD
 TU2435'H.T.S. STATION MAKANAO.
 TU2435
 TU2435                          STATION RECOVERY (1967)
 TU2435
 TU2435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2435'STATION PIPE WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TU2435'MARKS HAVE BEEN DESTROYED.  TWO NEW REFERENCE MARKS, NUMBERS 3
 TU2435'AND 4, WERE ESTABLISHED AND THE STATION WAS MARKED WITH A STANDARD
 TU2435'DISK SET IN THE PIPE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2435'
 TU2435'STATION IS LOCATED ABOUT 6 MILES NORTH-NORTHEAST OF NAALEHU AND
 TU2435'5 MILES NORTH OF HONUAPO, AT ABOUT 1838 FEET ELEVATION, ON THE
 TU2435'SOUTH END OF A PROMINENT HILL WITH NEARLY SHEER SIDES THAT RISES
 TU2435'ABOVE THE SURROUNDING CANE FIELDS.  THE TOP OF THE HILL IS PLANTED
 TU2435'IN SUGAR CANE AND STATION IS AT WEST EDGE OF FIELD AND ABOUT 50
 TU2435'YARDS NORTH OF A CLUMP OF LARGE TREES.
 TU2435'
 TU2435'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO NORTHEAST
 TU2435'ON STATE HIGHWAY 11 FOR 3.4 MILES TO FORK 0.1 MILE BEFORE SUGAR
 TU2435'MILL AT HONUAPO.  TAKE LEFT FORK AND GO UPGRADE 3.0 MILES.  TAKE
 TU2435'RIGHT FORK AND GO 0.55 MILE.  TAKE RIGHT FORK AND GO 0.15
 TU2435'MILE TO FORK JUST AFTER CROSSING CATTLEGUARD.  TAKE RIGHT FORK
 TU2435'AND GO 0.1 MILE.  TAKE THE CENTER 1 OF 3 FORKS AND GO UP ALONG
 TU2435'STEEP SIDE OF HILL FOR 0.45 MILE TO TOP OF GRADE.  CONTINUE
 TU2435'THROUGH CANE FIELDS FOR 0.3 MILE.  TAKE DIM LEFT FORK AND GO
 TU2435'0.15 MILE TO HAIRPIN CURVE ON TOP OF HILL.  GO SHARP LEFT,
 TU2435'SOUTH, ALONG TOP OF HILL FOR 0.2 MILE TO STATION ON RIGHT.
 TU2435'
 TU2435'STATION MARK IS A STANDARD DISK STAMPED MAKANAO 2 HSC 1949 1967,
 TU2435'CEMENTED IN THE TOP OF A 1-1/2-INCH IRON PIPE PROJECTING 3 INCHES
 TU2435'FROM A STONE AND MORTAR PLATFORM WHICH IS THE SQUARED-UP, AND
 TU2435'RE-ENFORCED, SOUTHEAST END OF A VERY LARGE STONE WALL ABOUT 6
 TU2435'FEET HIGH.  15 YARDS NORTHWEST OF THE STATION THE WALL CURVES OFF
 TU2435'TO RIGHT AND BECOMES SMALLER.
 TU2435'
 TU2435'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED MAKANAO 2 NO 3
 TU2435'1949 1967, SET IN CONCRETE IN A DEPRESSION BOULDERS ON TOP OF
 TU2435'THE STONE WALL, 3 FEET NORTHEAST OF EDGE OF WALL AND AT SAME
 TU2435'ELEVATION AS STATION.
 TU2435'
 TU2435'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED MAKANAO
 TU2435'2 NO 4 1949 1967, SET IN THE TOP OF A CONCRETE-FILLED, 3-INCH,
 TU2435'IRON PIPE THAT IS SET IN THE STONE WALL AND RE-ENFORCED WITH
 TU2435'CONCRETE.  IT PROJECTS 6 INCHES FROM TOP OF WALL, IS 0.5 FOOT
 TU2435'HIGHER THAN STATION, AND IS HIDDEN BY SUGAR CANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1008 ***********************************************************************
 TU1008  DESIGNATION -  MAKAPUU POINT LIGHT
 TU1008  PID         -  TU1008
 TU1008  STATE/COUNTY-  HI/HONOLULU
 TU1008  USGS QUAD   -  KOKO HEAD (1983)
 TU1008
 TU1008                         *CURRENT SURVEY CONTROL
 TU1008  ___________________________________________________________________
 TU1008* NAD 83(1993)-  21 18 35.64751(N)    157 38 59.07127(W)     ADJUSTED  
 TU1008* LOCAL TIDAL -                                                        
 TU1008  ___________________________________________________________________
 TU1008  EPOCH DATE  -        1993.62
 TU1008  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 TU1008  GEOID HEIGHT-          15.24  (meters)                     GEOID03
 TU1008
 TU1008  HORZ ORDER  -  THIRD
 TU1008
 TU1008.The horizontal coordinates were established by classical geodetic methods
 TU1008.and adjusted by the National Geodetic Survey in December 1998..
 TU1008.The horizontal coordinates are valid at the epoch date displayed above.
 TU1008.The epoch date for horizontal control is a decimal equivalence
 TU1008.of Year/Month/Day.
 TU1008
 TU1008
 TU1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1008
 TU1008.The geoid height was determined by GEOID03.
 TU1008
 TU1008;                    North         East     Units Scale Factor Converg.
 TU1008;SPC HI 3     -    15,899.254   536,340.568   MT  1.00000631   +0 07 38.2
 TU1008;UTM  04      - 2,357,045.766   640,048.610   MT  0.99984237   +0 29 26.8
 TU1008
 TU1008                          SUPERSEDED SURVEY CONTROL
 TU1008
 TU1008  NAD 83(1986)-  21 18 35.59696(N)    157 38 59.07806(W) AD(       ) 4
 TU1008  OLD HI      -  21 18 47.00424(N)    157 39 08.94397(W) AD(       ) 3
 TU1008
 TU1008.Superseded values are not recommended for survey control.
 TU1008.NGS no longer adjusts projects to the OLD HI datum.
 TU1008.See file dsdata.txt to determine how the superseded data were derived.
 TU1008
 TU1008_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ4004957046(NAD 83)
 TU1008
 TU1008  HISTORY     - Date     Condition        Report By
 TU1008  HISTORY     - UNK      MONUMENTED
 TU1008  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1008  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1008  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1008  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1008  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1008
 TU1008                          STATION DESCRIPTION
 TU1008
 TU1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1008'THE SUPERINTENDENT OF LIGHTHOUSES STATES THAT THIS LIGHT WAS
 TU1008'ESTABLISHED IN 1909 AND THERE HAS BEEN NO CHANGE TO THE FINIAL
 TU1008'SINCE THAT DATE.
 TU1008
 TU1008                          STATION RECOVERY (1931)
 TU1008
 TU1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU1008'STATION IS LARGE WHITE CONCRETE LIGHT TOWER, ABOUT 200 FEET ABOVE
 TU1008'THE WATER, ON MAKAPUU POINT.  PLAINLY VISIBLE AT SEA.  STATION
 TU1008'WAS NOT VISITED.
 TU1008
 TU1008                          STATION RECOVERY (1961)
 TU1008
 TU1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1008'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU1008'O.W.S. IN 1931.  IT IS SHOWN IN THE LIGHT LIST, PACIFIC COAST,
 TU1008'1961 AS 2970 - WHITE CYLINDRICAL CONCRETE TOWER, BUILT IN 1909.
 TU1008
 TU1008                          STATION RECOVERY (1963)
 TU1008
 TU1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1008'STATION RECOVERED AND FOUND IN GOOD CONDITION.  IT IS LOCATED
 TU1008'ON MAKAPUU POINT, ABOUT 600 FEET NORTHEAST FROM THE U.S. COAST
 TU1008'GUARD BUILDINGS, AND IS 420 FEET ABOVE SEA LEVEL.  CENTER OF LIGHT
 TU1008'IS 46 FEET ABOVE GROUND AND THE RED BALL ATOP THE RED, CONICAL
 TU1008'ROOF OVER THE LIGHT IS 60 FEET ABOVE GROUND.
 TU1008
 TU1008                          STATION RECOVERY (1969)
 TU1008
 TU1008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1008'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED
 TU1008'BY W. R. PORTER IN 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1010 ***********************************************************************
 TU1010  DESIGNATION -  MAKAPUU POINT RESET
 TU1010  PID         -  TU1010
 TU1010  STATE/COUNTY-  HI/HONOLULU
 TU1010  USGS QUAD   -  KOKO HEAD (1983)
 TU1010
 TU1010                         *CURRENT SURVEY CONTROL
 TU1010  ___________________________________________________________________
 TU1010* NAD 83(1993)-  21 18 30.10483(N)    157 39 10.31870(W)     ADJUSTED  
 TU1010* LOCAL TIDAL -       197.3    (meters)     647.     (feet)  VERT ANG  
 TU1010  ___________________________________________________________________
 TU1010  EPOCH DATE  -        1993.62
 TU1010  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 TU1010  GEOID HEIGHT-          15.26  (meters)                     GEOID03
 TU1010
 TU1010  HORZ ORDER  -  SECOND
 TU1010
 TU1010.The horizontal coordinates were established by classical geodetic methods
 TU1010.and adjusted by the National Geodetic Survey in December 1998..
 TU1010.The horizontal coordinates are valid at the epoch date displayed above.
 TU1010.The epoch date for horizontal control is a decimal equivalence
 TU1010.of Year/Month/Day.
 TU1010
 TU1010.The orthometric height was determined by vertical angle observations.
 TU1010
 TU1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1010
 TU1010.The geoid height was determined by GEOID03.
 TU1010
 TU1010;                    North         East     Units Scale Factor Converg.
 TU1010;SPC HI 3     -    15,728.067   536,016.784   MT  1.00000602   +0 07 34.1
 TU1010;UTM  04      - 2,356,872.557   639,725.971   MT  0.99984126   +0 29 22.6
 TU1010
 TU1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1010!SPC HI 3     -   0.99996659  x   1.00000602  =   0.99997261
 TU1010!UTM  04      -   0.99996659  x   0.99984126  =   0.99980786
 TU1010
 TU1010|---------------------------------------------------------------------|
 TU1010| PID    Reference Object                     Distance      Geod. Az  |
 TU1010|                                                           dddmmss.s |
 TU1010| TU1009 MAKAPUU PT CG RADIO MAST            162.880 METERS 07235     |
 TU1010| CJ8826 MAKAPUU POINT RM 2                   13.063 METERS 14638     |
 TU1010| TU1011 MAKAPUU POINT RM 3                   13.333 METERS 21125     |
 TU1010| CJ8890 OLD IRON PIPE                                      21702     |
 TU1010| TU1017 KOKO CRATER                         APPROX. 4.3 KM 2332221.6 |
 TU1010| CJ8825 MAKAPUU POINT RM 1                   11.722 METERS 25508     |
 TU1010| TU1014 WAIMANALO 2                         APPROX. 2.6 KM 2953119.7 |
 TU1010|---------------------------------------------------------------------|
 TU1010
 TU1010                          SUPERSEDED SURVEY CONTROL
 TU1010
 TU1010  NAD 83(1986)-  21 18 30.05469(N)    157 39 10.32709(W) AD(       ) 2
 TU1010  OLD HI      -  21 18 41.46280(N)    157 39 20.19585(W) AD(       ) 2
 TU1010
 TU1010.Superseded values are not recommended for survey control.
 TU1010.NGS no longer adjusts projects to the OLD HI datum.
 TU1010.See file dsdata.txt to determine how the superseded data were derived.
 TU1010
 TU1010_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3972656873(NAD 83)
 TU1010_MARKER: DS = TRIANGULATION STATION DISK
 TU1010_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1010
 TU1010  HISTORY     - Date     Condition        Report By
 TU1010  HISTORY     - 1927     MONUMENTED       CGS
 TU1010  HISTORY     - 1929     GOOD             HITS
 TU1010  HISTORY     - 1931     GOOD             CGS
 TU1010  HISTORY     - 1942     GOOD             CGS
 TU1010  HISTORY     - 1942     GOOD             HITS
 TU1010  HISTORY     - 1963     GOOD             CGS
 TU1010  HISTORY     - 1969     GOOD             CGS
 TU1010
 TU1010                          STATION DESCRIPTION
 TU1010
 TU1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1010'ON THE SOUTHEAST COAST OF OAHU, ON MAKAPUU POINT, ON A SMALL
 TU1010'SADDLE JUST SOUTH OF ITS HIGHEST POINT, AND ABOVE AND WEST OF
 TU1010'THE RESIDENCE OF THE LIGHTHOUSE KEEPERS.  ORIGINALLY DESCRIBED
 TU1010'AS BEING MARKED BY A COPPER BOLT SET IN THE ROCK AND A CAIRN OF
 TU1010'ROCKS.  IN 1910 THE CAIRN OF ROCKS WAS STANDING AND THE MARK NOT
 TU1010'EXAMINED.  IN 1925 THE REMAINS OF CAIRN WERE FOUND, IN CENTER
 TU1010'OF WHICH WERE THE REMAINS OF OLD SIGNAL POLE.  LOWER END OF
 TU1010'POLE WAS IN A NATURAL CREVICE OF THE FLAT ROCK, IN BOTTOM OF
 TU1010'WHICH WAS FOUND BOLT LEADED INTO ROCK.  BUT THIS BOLT WAS OF
 TU1010'IRON, NOT OF COPPER.  ORIGINAL DESCRIPTION PROBABLY IN ERROR.
 TU1010'IN 1927 THE STATION WAS RE-MARKED.  A
 TU1010'STANDARD DISK STATION MARK BEING SET IN AN IRREGULAR MASS
 TU1010'OF CONCRETE WHICH WAS POURED OVER THE OLD BOLT.  REFERENCE
 TU1010'MARKS SET IN 1927, STANDARD REFERENCE DISKS IN
 TU1010'OUTCROPPING BEDROCK, ARE AT THE FOLLOWING DISTANCES AND
 TU1010'AZIMUTHS FROM STATION--NO. 1, 16.753 METERS (54.96
 TU1010'FEET), 75 DEG 09 MIN.  NO. 2, 11.750 METERS (38.55
 TU1010'FEET), 326 DEG 39 MIN.  RE-MARKED IN 1929.
 TU1010
 TU1010                          STATION RECOVERY (1929)
 TU1010
 TU1010'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1929
 TU1010'ON SE COAST OF OAHU, ON MAKAPUU POINT, ON A SMALL SADDLE JUST S OF
 TU1010'ITS HIGHEST POINT, AND ABOVE AND W OF THE RESIDENCE OF THE
 TU1010'LIGHTHOUSE KEEPERS.  ORIGINALLY DESCRIBED AS BEING MARKED BY A
 TU1010'COPPER BOLT SET IN THE ROCK AND CAIRN OF ROCKS.  IN 1910 THE CAIRN
 TU1010'OF ROCKS WAS STANDING AND THE MARK NOT EXAMINED.  IN 1925 THE
 TU1010'CAIRN OF ROCKS WAS STANDING IN CENTER OF WHICH WERE THE REMAINS
 TU1010'OF AN OLD SIGNAL POLE.  LOWER END OF POLE WAS IN A NATURAL
 TU1010'CREVICE OF THE FLAT ROCK, IN BOTTOM OF WHICH WAS FOUND BOLT
 TU1010'LOADED INTO ROCK.  BUT THIS BOLT WAS OF IRON, NOT OF COPPER.
 TU1010'ORIGINAL DESCRIPTION PROBABLY IN ERROR.  IN 1927 THE
 TU1010'STATION WAS RE-MARKED.  A STANDARD DISK STATION MARK
 TU1010'SET IN AN IRREGULAR MASS OF CONCRETE WHICH WAS POURED OVER THE
 TU1010'OLD BOLT.
 TU1010'
 TU1010'REFERENCE MARKS SET IN 1927, STANDARD REFERENCE DISKS SET IN
 TU1010'OUTCROPPING BEDROCK, ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS
 TU1010'FROM STATION--NO. 1, 16.753 METERS (54.96 FEET) 75 DEG 09
 TU1010'MIN.  NO. 2, 11.750 METERS (38.55 FEET) 326 DEG 39 MIN.
 TU1010'
 TU1010'TYPE A MONUMENT WAS BUILT OVER STATION IN AUGUST 1929.
 TU1010'
 TU1010'ELEVATION NOT CHANGED.
 TU1010
 TU1010                          STATION RECOVERY (1931)
 TU1010
 TU1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1010'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 TU1010'U.S. ARMY OBSERVATION POST HAS BEEN BUILT ON THE HIGHEST POINT OF
 TU1010'THE HILL, ABOUT 50 METERS N OF THE STATION.
 TU1010
 TU1010                          STATION RECOVERY (1942)
 TU1010
 TU1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (BHR)
 TU1010'PLATFORM WAS REPLACED BY THOMAS EVANS OF THE TERRITORIAL SURVEY
 TU1010'DEPARTMENT.  MR. EVANS HAS USED THE STATION MANY TIMES BEFORE
 TU1010'THE PERMANENT CONCRETE PLATFORM WAS DESTROYED BY THE ARMY ENGINEERS
 TU1010'IN JANUARY 1942.  HE IS SURE THAT THE ORIGINAL MARKS ARE STILL
 TU1010'IN PLACE.  THE STATION WAS VISITED, MEASUREMENTS CHECKED, AND THE
 TU1010'STANDARD BRONZE DISKS WERE INSPECTED.  THEY WERE FOUND STAMPED
 TU1010'AND AT THE DISTANCES AND DIRECTIONS DESCRIBED BY MR. EVANS.
 TU1010'THE ORIGINAL DESCRIPTION WAS IN ERROR.  THE MARKS AND THE
 TU1010'CONCRETE SURROUNDING THEM APPEAR TO BE WEATHERED ENOUGH TO
 TU1010'SUBSTANTIATE THIS CLAIM.  THIS OFFICE WAS NOT INFORMED UNTIL AFTER
 TU1010'THE PLATFORM WAS REPLACED.
 TU1010
 TU1010                          STATION RECOVERY (1942)
 TU1010
 TU1010'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1942
 TU1010'THE TARGET WAS DISMOUNTED AND THE CONCRETE BLOCK AND BASE
 TU1010'DESTROYED BY THE U.S.E. SOME TIME IN JANUARY 1942, BUT THE
 TU1010'STATION MARKER AS SET IN AUGUST 1929 WAS NOT DISTURBED.
 TU1010'
 TU1010'A NEW CONCRETE BASE AND PIPE WAS SET OVER THE STATION BY A
 TU1010'DETACHMENT FROM THE U.S.E. SUPERVISED BY ASSOC. CADASTRAL
 TU1010'ENGINEER T.J.K. EVANS OF THE TERRITORIAL SURVEY DEPARTMENT.
 TU1010'
 TU1010'MR. EVANS FOUND THE TWO REFERENCE POINTS REFERRED TO IN THE
 TU1010'DESCRIPTION OF 1929 BUT APPARENTLY THAT DESCRIPTION IS IN ERROR.
 TU1010'
 TU1010'NO ELEVATIONS WERE TAKEN.
 TU1010
 TU1010                          STATION RECOVERY (1963)
 TU1010
 TU1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1010'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  AN
 TU1010'ANGLE CHECK WAS MADE, WHICH SHOWS THAT THE STATION IS AT THE
 TU1010'ORIGINAL POINT.  INFORMATION FROM THE FILES OF THE HAWAII STATE
 TU1010'SURVEY OFFICE INDICATES THAT THE TYPE B SIGNAL WAS DESTROYED BY
 TU1010'ARMY ENGINEERS IN 1942, BUT THE STATION MARK WAS NOT DISTURBED.
 TU1010'NO RECORDS COULD BE FOUND IN THEIR FILES TO SUBSTANTIATE THE 1944
 TU1010'REPORT THAT THE STATION HAD BEEN DESTROYED, AND IT IS BELIEVED
 TU1010'THAT THIS IS IN ERROR.  THE DISTANCES TO BE THE REFERENCE
 TU1010'MARKS DIFFER GREATLY FROM THOSE GIVEN IN 1927 DESCRIPTION, BUT
 TU1010'CHECK VERY CLOSELY WITH THE 1942 DESCRIPTION, AND IT IS
 TU1010'BELIEVED THAT THE 1927 MEASUREMENTS ARE IN ERROR.  A COMPLETE
 TU1010'DESCRIPTION FOLLOWS--
 TU1010'
 TU1010'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF WAIMANALO,
 TU1010'ON MAKAPU HEAD, ON U.S. COAST GUARD PROPERTY, AT ABOUT 647
 TU1010'FEET ELEVATION, IN A SLIGHT SADDLE BETWEEN THE TWO KNOLLS THAT FORM
 TU1010'THE HILLTOP.  BOTH KNOLLS HAVE OLD CONCRETE BUILDINGS ON THEM,
 TU1010'AND THE NORTH KNOLL IS THE HIGHEST POINT OF THE HILL.
 TU1010'
 TU1010'TO REACH STATION FROM THE POST OFFICE IN WIAMANALO, GO SOUTHEAST
 TU1010'ON STATE HIGHWAY 72 FOR 3.8 MILES.  TURN SHARP LEFT ON NARROW,
 TU1010'HARD-SURFACED ROAD, AND GO 1.3 MILES TO END OF ROAD AT COAST
 TU1010'GUARD BUILDINGS.  WITH A 4-WHEEL-DRIVE TRUCK, GO 0.1 MILE UP
 TU1010'ROCKY, ROUGH, TRACK ROAD TO STATION.
 TU1010'
 TU1010'STATION MARK IS A STANDARD DISK STAMPED MAKAPUU POINT 1927, SET
 TU1010'IN CONCRETE ABOUT 1.5 FEET BELOW GROUND SURFACE.  IT IS 33.5
 TU1010'FEET NORTHEAST OF ENTRANCE OF BUILDING ON SOUTH KNOLL.  A TYPE
 TU1010'B, HAWAII TERRITORY SURVEY SIGNAL IS CENTERED OVER THE MARK.
 TU1010'
 TU1010'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAKAPUU
 TU1010'POINT NO 1, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE
 TU1010'ON WEST EDGE OF HILL.  IT IS 19.5 FEET WEST-NORTHWEST OF
 TU1010'NORTHWEST CORNER OF CONCRETE BUILDING AND 0.9 FOOT LOWER THAN
 TU1010'STATION MARK.
 TU1010'
 TU1010'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAKAPUU
 TU1010'POINT NO 2, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE ON EAST
 TU1010'SLOPE OF THE HILL.  IT IS 38 FEET EAST OF THE NORTHEAST CORNER
 TU1010'OF THE CONCRETE BUILDING AND 7.3 FEET LOWER THAN STATION MARK.
 TU1010
 TU1010                          STATION RECOVERY (1969)
 TU1010
 TU1010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1010'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 TU1010'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK 3
 TU1010'WAS ESTABLISHED AT THIS TIME AND OCCUPIED.  THE STATE OF HAWAII
 TU1010'REQUESTED A CONTROL POINT IN THE NEAR AREA OF REFERENCE MARK
 TU1010'3, TO SEE OVER THE EDGE OF THE HILL TO THE SOUTHWEST.  A NEW
 TU1010'DESCRIPTION FOLLOWS.
 TU1010'
 TU1010'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF WIAMANALO
 TU1010'AND 1/2 MILE NORTH OF THE COAST LINE ON THE TOP OF A RIDGE ON
 TU1010'U.S. COAST GUARD PROPERTY.
 TU1010'
 TU1010'TO REACH THE STATION FROM THE POST OFFICE IN WAIMANALO, GO
 TU1010'SOUTHEAST ON STATE HIGHWAY 72 FOR 3.6 MILES TO A GATE ON THE
 TU1010'LEFT.  (THERE IS A PHONE AT THE SOUTH END OF THE GATE WHERE YOU
 TU1010'HAVE TO CALL THE COAST GUARD STATION FOR PERMISSION TO ENTER.)
 TU1010'TURN SHARP LEFT, PASSING THROUGH GATE, AND FOLLOW NARROW
 TU1010'ASPHALT ROAD FOR 1.25 MILES TO THE END OF THE ASPHALT ROAD AT THE
 TU1010'COAST GUARD STATION.  THIS IS THE END OF TRUCK TRAVEL FOR
 TU1010'MOST VEHICLES BUT A JEEP CAN BE DRIVEN TO WITHIN 75 YARDS OF
 TU1010'THE STATION BY GOING WEST FROM THE COAST GUARD STATION ON THE
 TU1010'REMAINS OF AN OLD ROAD FOR ABOUT 0.1 MILE TO THE TOP OF A
 TU1010'RIDGE.  BEAR RIGHT, NORTH, ALONG EAST SIDE OF RIDGE FOR ABOUT 150
 TU1010'YARDS TO A POINT ABOUT 75 YARDS EAST OF THE STATION.
 TU1010'
 TU1010'THE STATION MARK IS A STANDARD DISK, STAMPED MAKAPUU POINT 1927,
 TU1010'SET IN CONCRETE ABOUT 1.5 FEET BELOW THE SURFACE AND HAS A CONCRETE
 TU1010'MONUMENT OVER IT.  IT IS 33 FEET NORTHEAST OF THE ENTRANCE OF THE
 TU1010'CONCRETE BUNKER.
 TU1010'
 TU1010'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAKAPUU POINT NO 1,
 TU1010'CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE ON THE WEST EDGE OF
 TU1010'THE HILL.  IT IS 19.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 TU1010'CONCRETE BUNKER.
 TU1010'
 TU1010'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAKAPUU POINT NO 2,
 TU1010'CEMENTED IN A DRILL HOLE IN BEDROCK ON THE EAST SLOPE OF THE
 TU1010'HILL.  IT IS 38 FEET EAST OF THE NORTHEAST CORNER OF THE BUNKER.
 TU1010'
 TU1010'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MAKA PUU POINT NO 3
 TU1010'1872 1927 1969, CEMENTED IN A DRILL HOLE IN THE ROOF OF THE OLD
 TU1010'CONCRETE BUNKER.  THE CONCRETE ROOF IS 15 FEET BY 24 FEET AND
 TU1010'ABOUT 7 FEET HIGHER THAN THE STATION MARK.
 TU1010'
 TU1010'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO ROUGH TERRAIN.
 TU1010'
 TU1010'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1010'
 TU1010'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1010'3-1/2 MILES SOUTHEAST OF WAIMANALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1011 ***********************************************************************
 TU1011  DESIGNATION -  MAKAPUU POINT RM 3
 TU1011  PID         -  TU1011
 TU1011  STATE/COUNTY-  HI/HONOLULU
 TU1011  USGS QUAD   -  KOKO HEAD (1983)
 TU1011
 TU1011                         *CURRENT SURVEY CONTROL
 TU1011  ___________________________________________________________________
 TU1011* NAD 83(1993)-  21 18 29.73490(N)    157 39 10.55987(W)     ADJUSTED  
 TU1011* LOCAL TIDAL -       199.2    (meters)     654.     (feet)  VERT ANG  
 TU1011  ___________________________________________________________________
 TU1011  EPOCH DATE  -        1993.62
 TU1011  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 TU1011  GEOID HEIGHT-          15.26  (meters)                     GEOID03
 TU1011
 TU1011  HORZ ORDER  -  FIRST
 TU1011
 TU1011.The horizontal coordinates were established by classical geodetic methods
 TU1011.and adjusted by the National Geodetic Survey in December 1998..
 TU1011.The horizontal coordinates are valid at the epoch date displayed above.
 TU1011.The epoch date for horizontal control is a decimal equivalence
 TU1011.of Year/Month/Day.
 TU1011
 TU1011.The orthometric height was determined by vertical angle observations.
 TU1011
 TU1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1011
 TU1011.The geoid height was determined by GEOID03.
 TU1011
 TU1011;                    North         East     Units Scale Factor Converg.
 TU1011;SPC HI 3     -    15,716.674   536,009.859   MT  1.00000602   +0 07 34.0
 TU1011;UTM  04      - 2,356,861.122   639,719.119   MT  0.99984123   +0 29 22.5
 TU1011
 TU1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1011!SPC HI 3     -   0.99996629  x   1.00000602  =   0.99997231
 TU1011!UTM  04      -   0.99996629  x   0.99984123  =   0.99980753
 TU1011
 TU1011|---------------------------------------------------------------------|
 TU1011| PID    Reference Object                     Distance      Geod. Az  |
 TU1011|                                                           dddmmss.s |
 TU1011| TU1010 MAKAPUU POINT RESET                  13.333 METERS 03125     |
 TU1011| TU1009 MAKAPUU PT CG RADIO MAST            173.141 METERS 06941     |
 TU1011| CJ8826 MAKAPUU POINT RM 2                   14.145 METERS 08807     |
 TU1011| TU0342 R 2                                 465.031 METERS 2853232.4 |
 TU1011| TU1034 BELLOWS AFB MICROWAVE TOWER         APPROX. 8.4 KM 3100114.7 |
 TU1011| TU1033 BELLOWS AFB COMM MAST               APPROX. 8.4 KM 3110859.4 |
 TU1011| CJ8825 MAKAPUU POINT RM 1                    9.445 METERS 33224     |
 TU1011|---------------------------------------------------------------------|
 TU1011
 TU1011                          SUPERSEDED SURVEY CONTROL
 TU1011
 TU1011  NAD 83(1986)-  21 18 29.68484(N)    157 39 10.56821(W) AD(       ) 1
 TU1011  OLD HI      -  21 18 41.09292(N)    157 39 20.43712(W) AD(       ) 1
 TU1011
 TU1011.Superseded values are not recommended for survey control.
 TU1011.NGS no longer adjusts projects to the OLD HI datum.
 TU1011.See file dsdata.txt to determine how the superseded data were derived.
 TU1011
 TU1011_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3971956861(NAD 83)
 TU1011_MARKER: Z = SEE DESCRIPTION
 TU1011_SETTING: 0 = UNSPECIFIED SETTING
 TU1011
 TU1011  HISTORY     - Date     Condition        Report By
 TU1011  HISTORY     - 1969     MONUMENTED       CGS
 TU1011
 TU1011                          STATION DESCRIPTION
 TU1011
 TU1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1011'THE STATION IS LOCATED ON THE TOP OF AN OLD CONCRETE BUNKER ON
 TU1011'U.S. COAST GUARD PROPERTY, ABOUT 3-1/2 MILES SOUTHEAST OF
 TU1011'WAIMANALO AND 1/2 MILE NORTH OF THE COAST LINE.  THIS STATION
 TU1011'WAS ESTABLISHED TO SEE OTHER STATIONS TO THE SOUTHWEST THAT WILL
 TU1011'NOT SEE FROM MAKA PUU POINT 1872 1927.
 TU1011'
 TU1011'TO REACH THE STATION FROM THE POST OFFICE IN WAIMANALO, GO
 TU1011'SOUTHEAST ON STATE HIGHWAY 72 FOR 3.6 MILES TO A GATE ON THE
 TU1011'LEFT.  (THERE IS A PHONE AT THE SOUTH END OF THE GATE WHERE YOU
 TU1011'HAVE TO CALL THE COAST GUARD STATION FOR PERMISSION TO
 TU1011'ENTER.) TURN SHARP LEFT, PASSING THROUGH GATE, AND FOLLOW NARROW
 TU1011'ASPHALT ROAD FOR 1.25 MILES TO THE END OF THE ASPHALT ROAD AT
 TU1011'THE COAST GUARD STATION.  THIS IS THE END OF TRUCK TRAVEL WITH
 TU1011'MOST VEHICLES BUT A JEEP CAN BE DRIVEN TO WITHIN 75 YARDS OF
 TU1011'THE STATION BY GOING WEST FROM THE COAST GUARD STATION ON THE
 TU1011'REMAINS OF AN OLD ROAD FOR ABOUT 0.1 MILE TO TOP OF RIDGE.  BEAR
 TU1011'RIGHT, NORTH, ALONG EAST SIDE OF RIDGE FOR ABOUT 150 YARDS TO
 TU1011'A POINT ABOUT 75 YARDS EAST OF THE STATION.
 TU1011'
 TU1011'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MAKA
 TU1011'PUU POINT NO 3 1872 1927 1969, CEMENTED IN A DRILL HOLE IN THE
 TU1011'ROOF OF AN OLD CONCRETE BUNKER.  THE CONCRETE ROOF IS 15
 TU1011'FEET BY 24 FEET AND IS ABOUT 200 FEET SOUTH OF THE HIGHEST POINT.
 TU1011'
 TU1011'TRIANGULATION STATION MAKA PUU POINT 1872 1927 AND BOTH
 TU1011'REFERENCE MARKS FOR THIS STATION WERE USED FOR REFERENCE MARKS
 TU1011'AND A TRAVERSE WAS MADE BETWEEN MAKA PUU POINT RM 3 AND THE OLD
 TU1011'STATION.
 TU1011'
 TU1011'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MAKA PUU POINT NO 1,
 TU1011'CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE ON THE WEST EDGE OF
 TU1011'THE HILL.  IT IS 19.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 TU1011'THE CONCRETE BUNKER.
 TU1011'
 TU1011'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MAKA PUU POINT
 TU1011'NO 2. CEMENTED IN A DRILL HOLE IN BEDROCK ON THE EAST SLOPE OF
 TU1011'THE HILL.  IT IS 38 FEET EAST OF THE NORTHEAST CORNER OF THE
 TU1011'CONCRETE BUNKER.
 TU1011'
 TU1011'TRIANGULATION STATION MAKA PUU POINT 1872 1927 IS A STANDARD
 TU1011'DISK STAMPED MAKA PUU POINT 1927, SET IN CONCRETE ABOUT 1.5 FEET
 TU1011'BELOW THE SURFACE AND HAS A CONCRETE MONUMENT OVER IT.  IT IS 33
 TU1011'FEET NORTHEAST OF THE ENTRANCE OF THE CONCRETE BUNKER.
 TU1011'
 TU1011'B.M. R 2 CAN SERVE AS AN AZIMUTH MARK.  THE MARK IS A STANDARD
 TU1011'BENCH MARK DISK STAMPED R 2, SET IN A DRILL HOLE IN BEDROCK.  IT
 TU1011'IS 0.2 MILE NORTHEAST OF THE GATE MENTIONED ABOVE, 86 FEET NORTH
 TU1011'OF A POWER POLE WITH TRANSFORMER ON IT AND 15 FEET LOWER THAN THE
 TU1011'ROCK WALL OF AN OBSERVATION POINT.
 TU1011'
 TU1011'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1009 ***********************************************************************
 TU1009  DESIGNATION -  MAKAPUU PT CG RADIO MAST
 TU1009  PID         -  TU1009
 TU1009  STATE/COUNTY-  HI/HONOLULU
 TU1009  USGS QUAD   -  KOKO HEAD (1983)
 TU1009
 TU1009                         *CURRENT SURVEY CONTROL
 TU1009  ___________________________________________________________________
 TU1009* NAD 83(1993)-  21 18 31.69012(N)    157 39 04.92637(W)     ADJUSTED  
 TU1009* LOCAL TIDAL -                                                        
 TU1009  ___________________________________________________________________
 TU1009  EPOCH DATE  -        1993.62
 TU1009  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 TU1009  GEOID HEIGHT-          15.25  (meters)                     GEOID03
 TU1009
 TU1009  HORZ ORDER  -  THIRD
 TU1009
 TU1009.The horizontal coordinates were established by classical geodetic methods
 TU1009.and adjusted by the National Geodetic Survey in December 1998..
 TU1009.The horizontal coordinates are valid at the epoch date displayed above.
 TU1009.The epoch date for horizontal control is a decimal equivalence
 TU1009.of Year/Month/Day.
 TU1009
 TU1009
 TU1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1009
 TU1009.The geoid height was determined by GEOID03.
 TU1009
 TU1009;                    North         East     Units Scale Factor Converg.
 TU1009;SPC HI 3     -    15,777.167   536,172.089   MT  1.00000616   +0 07 36.1
 TU1009;UTM  04      - 2,356,922.633   639,880.936   MT  0.99984179   +0 29 24.6
 TU1009
 TU1009                          SUPERSEDED SURVEY CONTROL
 TU1009
 TU1009  NAD 83(1986)-  21 18 31.63992(N)    157 39 04.93414(W) AD(       ) 4
 TU1009  OLD HI      -  21 18 43.04794(N)    157 39 14.80306(W) AD(       ) 3
 TU1009
 TU1009.Superseded values are not recommended for survey control.
 TU1009.NGS no longer adjusts projects to the OLD HI datum.
 TU1009.See file dsdata.txt to determine how the superseded data were derived.
 TU1009
 TU1009_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3988156923(NAD 83)
 TU1009
 TU1009  HISTORY     - Date     Condition        Report By
 TU1009  HISTORY     - 1969     MONUMENTED       CGS
 TU1009
 TU1009                          STATION DESCRIPTION
 TU1009
 TU1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1009'THE STATION IS THE RED LIGHT ON TOP OF THE MAST, WHICH IS LOCATED
 TU1009'FOUR MILES NORTHEAST OF DIAMOND HEAD AND ON THE MAKAPUU POINT
 TU1009'COAST GUARD STATION.  IT IS A FOUR-LEGGED STEEL MAST, A DIRECTIONAL
 TU1009'NAVIGATION AID, CALL LETTER 2, PAINTED RED AND WHITE AND IS 125
 TU1009'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0820 ***********************************************************************
 TU0820  DESIGNATION -  MAKAW
 TU0820  PID         -  TU0820
 TU0820  STATE/COUNTY-  HI/KAUAI
 TU0820  USGS QUAD   -  MAKAHA POINT (1983)
 TU0820
 TU0820                         *CURRENT SURVEY CONTROL
 TU0820  ___________________________________________________________________
 TU0820* NAD 83(1993)-  22 08 06.42699(N)    159 43 42.41649(W)     ADJUSTED  
 TU0820* LOCAL TIDAL -       453.396  (meters)    1487.52   (feet)  ADJ UNCH  
 TU0820  ___________________________________________________________________
 TU0820  EPOCH DATE  -        1993.62
 TU0820  LAPLACE CORR-           9.07  (seconds)                    DEFLEC99
 TU0820  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU0820
 TU0820  HORZ ORDER  -  SECOND
 TU0820  VERT ORDER  -  SECOND    CLASS 0
 TU0820
 TU0820.The horizontal coordinates were established by classical geodetic methods
 TU0820.and adjusted by the National Geodetic Survey in December 1998..
 TU0820.The horizontal coordinates are valid at the epoch date displayed above.
 TU0820.The epoch date for horizontal control is a decimal equivalence
 TU0820.of Year/Month/Day.
 TU0820
 TU0820.The orthometric height was key entered from printed documents
 TU0820.and not key verified.
 TU0820
 TU0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0820
 TU0820.The geoid height was determined by GEOID03.
 TU0820
 TU0820;                    North         East     Units Scale Factor Converg.
 TU0820;SPC HI 4     -    33,434.071   476,432.466   MT  0.99999686   -0 05 09.9
 TU0820;UTM  04      - 2,447,962.756   424,878.855   MT  0.99966972   -0 16 28.2
 TU0820
 TU0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0820!SPC HI 4     -   0.99992623  x   0.99999686  =   0.99992309
 TU0820!UTM  04      -   0.99992623  x   0.99966972  =   0.99959597
 TU0820
 TU0820|---------------------------------------------------------------------|
 TU0820| PID    Reference Object                     Distance      Geod. Az  |
 TU0820|                                                           dddmmss.s |
 TU0820| TU0821 MAKAW RM 1                            5.833 METERS 08419     |
 TU0820| TU2018 CLIFF 1966                            6.767 METERS 11754     |
 TU0820| TU2017 WEATHER VANE 202 1966                 9.149 METERS 12158     |
 TU0820| TU0823 MAKAW RM 2                            8.715 METERS 32152     |
 TU0820|---------------------------------------------------------------------|
 TU0820
 TU0820                          SUPERSEDED SURVEY CONTROL
 TU0820
 TU0820  NAD 83(1986)-  22 08 06.39305(N)    159 43 42.44309(W) AD(       ) 2
 TU0820  OLD HI      -  22 08 17.68940(N)    159 43 52.50410(W) AD(       ) 2
 TU0820
 TU0820.Superseded values are not recommended for survey control.
 TU0820.NGS no longer adjusts projects to the OLD HI datum.
 TU0820.See file dsdata.txt to determine how the superseded data were derived.
 TU0820
 TU0820_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2487947963(NAD 83)
 TU0820_MARKER: DS = TRIANGULATION STATION DISK
 TU0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0820_STAMPING: MAKAW 1966
 TU0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0820+STABILITY: SURFACE MOTION
 TU0820
 TU0820  HISTORY     - Date     Condition        Report By
 TU0820  HISTORY     - 1966     MONUMENTED       CGS
 TU0820  HISTORY     - 1966     GOOD             CGS
 TU0820
 TU0820                          STATION DESCRIPTION
 TU0820
 TU0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU0820'THE STATION IS 13 MILES NORTH OF KEKAHA, 4.5 MILES WEST OF STATE
 TU0820'HIGHWAY 55, ON MAKAHA RIDGE AT THE WEST END OF KAUAI ISLAND AND
 TU0820'AT THE WEST END OF A RADAR COMPLEX.
 TU0820'
 TU0820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND
 TU0820'55 IN KEKAHA, GO NORTH ON STATE HIGHWAY 55 FOR 15.5 MILES TO AN
 TU0820'ASPHALT ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE ASPHALT ROAD
 TU0820'DOWN THE RIDGE FOR 5.1 MILES TO THE END OF THE ROAD AND THE
 TU0820'STATION AS DESCRIBED.
 TU0820'
 TU0820'THE STATION MARK, A STANDARD DISK STAMPED MAKAW 1966, IS SET IN
 TU0820'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 7
 TU0820'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 3.3 FEET
 TU0820'NORTH-NORTHWEST OF A 4 BY 4-INCH WHITE WITNESS POST AND
 TU0820'SIGN.  NOTE--THE UNDERGROUND DISK IS STAMPED MAKA 1966.
 TU0820'
 TU0820'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MAKAW NO 1 1966,
 TU0820'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 19.7
 TU0820'FEET EAST-NORTHEAST OF THE 4 BY 4-INCH WHITE WITNESS POST AND
 TU0820'SIGN AND IS 6 INCHES HIGHER IN ELEVATION THAN THE STATION MARK.
 TU0820'
 TU0820'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MAKAW NO 2 1966,
 TU0820'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 TU0820'ABOVE THE SURFACE OF THE GROUND.  IT IS 21.4 FEET WEST-NORTHWEST
 TU0820'OF THE 4 BY 4-INCH WHITE WITNESS POST AND SIGN AND IS 3 FEET
 TU0820'LOWER IN ELEVATION THAN THE STATION MARK.
 TU0820'
 TU0820'CLIFF, A SURVEY POINT OF UNDETERMINED DENOMINATION IS A 3/4-INCH
 TU0820'GALVANIZED PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 TU0820'GROUND.
 TU0820'
 TU0820'NOTE--THIS AREA IS UNDER CONSTRUCTION AT THIS TIME AND IS SUBJECT
 TU0820'TO CHANGE.
 TU0820'
 TU0820'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TU0820
 TU0820                          STATION RECOVERY (1966)
 TU0820
 TU0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 TU0820'13 MI N FROM KEKAHA.
 TU0820'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0820'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST ALONG AN ASPHALT
 TU0820'ROAD, 3.3 FEET NORTH-NORTHWEST OF A 4 BY 4-INCH WHITE WITNESS POST AND
 TU0820'SIGN, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TU0820'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0821 ***********************************************************************
 TU0821  DESIGNATION -  MAKAW RM 1
 TU0821  PID         -  TU0821
 TU0821  STATE/COUNTY-  HI/KAUAI
 TU0821  USGS QUAD   -  MAKAHA POINT (1983)
 TU0821
 TU0821                         *CURRENT SURVEY CONTROL
 TU0821  ___________________________________________________________________
 TU0821* NAD 83(1986)-  22 08 07.     (N)    159 43 43.     (W)     SCALED    
 TU0821* LOCAL TIDAL -       453.485  (meters)    1487.81   (feet)  ADJ UNCH  
 TU0821  ___________________________________________________________________
 TU0821  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU0821
 TU0821  VERT ORDER  -  SECOND    CLASS 0
 TU0821
 TU0821.The horizontal coordinates were scaled from a topographic map and have
 TU0821.an estimated accuracy of +/- 6 seconds.
 TU0821
 TU0821.The orthometric height was key entered from printed documents
 TU0821.and not key verified.
 TU0821
 TU0821.The geoid height was determined by GEOID03.
 TU0821
 TU0821;                    North         East    Units  Estimated Accuracy
 TU0821;SPC HI 4     -    33,450.      476,420.      MT  (+/- 180 meters Scaled)
 TU0821
 TU0821                          SUPERSEDED SURVEY CONTROL
 TU0821
 TU0821.No superseded survey control is available for this station.
 TU0821
 TU0821_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK248479(NAD 83)
 TU0821_MARKER: DR = REFERENCE MARK DISK
 TU0821_SETTING: 66 = SET IN ROCK OUTCROP
 TU0821_SP_SET: BEDROCK
 TU0821_STAMPING: MAKAW NO 1 1966
 TU0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0821+STABILITY: POSITION/ELEVATION WELL
 TU0821
 TU0821  HISTORY     - Date     Condition        Report By
 TU0821  HISTORY     - 1966     MONUMENTED       CGS
 TU0821
 TU0821                          STATION DESCRIPTION
 TU0821
 TU0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0821'13 MI N FROM KEKAHA.
 TU0821'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0821'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST ALONG AN ASPHALT
 TU0821'ROAD, 19.7 FEET EAST-NORTHEAST OF A 4 BY 4-INCH WHITE WITNESS POST AND
 TU0821'SIGN, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0823 ***********************************************************************
 TU0823  DESIGNATION -  MAKAW RM 2
 TU0823  PID         -  TU0823
 TU0823  STATE/COUNTY-  HI/KAUAI
 TU0823  USGS QUAD   -  MAKAHA POINT (1983)
 TU0823
 TU0823                         *CURRENT SURVEY CONTROL
 TU0823  ___________________________________________________________________
 TU0823* NAD 83(1986)-  22 08 07.     (N)    159 43 43.     (W)     SCALED    
 TU0823* LOCAL TIDAL -       452.213  (meters)    1483.64   (feet)  ADJ UNCH  
 TU0823  ___________________________________________________________________
 TU0823  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU0823
 TU0823  VERT ORDER  -  SECOND    CLASS 0
 TU0823
 TU0823.The horizontal coordinates were scaled from a topographic map and have
 TU0823.an estimated accuracy of +/- 6 seconds.
 TU0823
 TU0823.The orthometric height was key entered from printed documents
 TU0823.and not key verified.
 TU0823
 TU0823.The geoid height was determined by GEOID03.
 TU0823
 TU0823;                    North         East    Units  Estimated Accuracy
 TU0823;SPC HI 4     -    33,450.      476,420.      MT  (+/- 180 meters Scaled)
 TU0823
 TU0823                          SUPERSEDED SURVEY CONTROL
 TU0823
 TU0823.No superseded survey control is available for this station.
 TU0823
 TU0823_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK248479(NAD 83)
 TU0823_MARKER: DR = REFERENCE MARK DISK
 TU0823_SETTING: 80 = SET IN A BOULDER
 TU0823_SP_SET: BOULDER
 TU0823_STAMPING: MAKAW NO 2 1966
 TU0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0823+STABILITY: SURFACE MOTION
 TU0823
 TU0823  HISTORY     - Date     Condition        Report By
 TU0823  HISTORY     - 1966     MONUMENTED       CGS
 TU0823
 TU0823                          STATION DESCRIPTION
 TU0823
 TU0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0823'13 MI N FROM KEKAHA.
 TU0823'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0823'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST ALONG AN ASPHALT
 TU0823'ROAD, 21.4 FEET WEST-NORTHWEST OF A 4 BY 4-INCH WHITE WITNESS POST AND
 TU0823'SIGN, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 TU0823'ABOVE THE SURFACE OF THE GROUND.  NOTE-- THIS DISK IS IN A SLOPING
 TU0823'POSITION.  THE ROD WAS HELD ON THE CROSS OF THE REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1827 ***********************************************************************
 TU1827  DESIGNATION -  MAKEWELI MILL CHIMNEY
 TU1827  PID         -  TU1827
 TU1827  STATE/COUNTY-  HI/KAUAI
 TU1827  USGS QUAD   -  HANAPEPE (1996)
 TU1827
 TU1827                         *CURRENT SURVEY CONTROL
 TU1827  ___________________________________________________________________
 TU1827* NAD 83(1993)-  21 55 02.12240(N)    159 37 47.81166(W)     ADJUSTED  
 TU1827* LOCAL TIDAL -                                                        
 TU1827  ___________________________________________________________________
 TU1827  EPOCH DATE  -        1993.62
 TU1827  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 TU1827  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1827
 TU1827  HORZ ORDER  -  THIRD
 TU1827
 TU1827.The horizontal coordinates were established by classical geodetic methods
 TU1827.and adjusted by the National Geodetic Survey in December 1998..
 TU1827.The horizontal coordinates are valid at the epoch date displayed above.
 TU1827.The epoch date for horizontal control is a decimal equivalence
 TU1827.of Year/Month/Day.
 TU1827
 TU1827
 TU1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1827
 TU1827.The geoid height was determined by GEOID03.
 TU1827
 TU1827;                    North         East     Units Scale Factor Converg.
 TU1827;SPC HI 4     -     9,298.254   486,573.678   MT  0.99999223   -0 02 54.6
 TU1827;UTM  04      - 2,423,801.937   434,937.662   MT  0.99965230   -0 14 06.5
 TU1827
 TU1827                          SUPERSEDED SURVEY CONTROL
 TU1827
 TU1827  NAD 83(1986)-  21 55 02.09037(N)    159 37 47.83099(W) AD(       ) 4
 TU1827  OLD HI      -  21 55 13.37200(N)    159 37 57.87200(W) AD(       ) 3
 TU1827
 TU1827.Superseded values are not recommended for survey control.
 TU1827.NGS no longer adjusts projects to the OLD HI datum.
 TU1827.See file dsdata.txt to determine how the superseded data were derived.
 TU1827
 TU1827_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3493823802(NAD 83)
 TU1827
 TU1827  HISTORY     - Date     Condition        Report By
 TU1827  HISTORY     - UNK      MONUMENTED
 TU1827  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1827  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1827  HISTORY     - 1983     GOOD             USPSQD
 TU1827  HISTORY     - 19910624 GOOD             USPSQD
 TU1827  HISTORY     - 19970107 GOOD             USPSQD
 TU1827  HISTORY     - 19980820 GOOD             USPSQD
 TU1827
 TU1827                          STATION DESCRIPTION
 TU1827
 TU1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1827'ON THE SOUTHERN COAST OF KAUAI, A RED BRICK CHIMNEY, THE MOST
 TU1827'CONSPICUOUS OBJECT IN THE VICINITY OF MAKAWELI.
 TU1827
 TU1827                          STATION RECOVERY (1965)
 TU1827
 TU1827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1827'STATION WAS RECOVERED.  IT IS THE LARGE, RED BRICK STACK AT THE
 TU1827'SUGAR MILL AT WEST END OF KAUMAKANI VILLAGE.
 TU1827'
 TU1827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1827'AT KAUMAKANI.
 TU1827
 TU1827                          STATION RECOVERY (1983)
 TU1827
 TU1827'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1827'STATION RECOVERED GOOD - STATION RECOVERED AS DESCRIBED BY DMW 1965.
 TU1827
 TU1827                          STATION RECOVERY (1991)
 TU1827
 TU1827'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1827'RECOVERED IN GOOD CONDITION.
 TU1827
 TU1827                          STATION RECOVERY (1997)
 TU1827
 TU1827'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1827'RECOVERED IN GOOD CONDITION.
 TU1827
 TU1827                          STATION RECOVERY (1998)
 TU1827
 TU1827'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1225 ***********************************************************************
 TU1225  DESIGNATION -  MAKIKI 1927
 TU1225  PID         -  TU1225
 TU1225  STATE/COUNTY-  HI/HONOLULU
 TU1225  USGS QUAD   -  HONOLULU (1983)
 TU1225
 TU1225                         *CURRENT SURVEY CONTROL
 TU1225  ___________________________________________________________________
 TU1225* NAD 83(1993)-  21 18 40.72469(N)    157 49 54.93198(W)     ADJUSTED  
 TU1225* LOCAL TIDAL -       122.     (meters)     400.     (feet)  SCALED    
 TU1225  ___________________________________________________________________
 TU1225  EPOCH DATE  -        1993.62
 TU1225  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 TU1225  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1225
 TU1225  HORZ ORDER  -  THIRD
 TU1225
 TU1225.The horizontal coordinates were established by classical geodetic methods
 TU1225.and adjusted by the National Geodetic Survey in December 1998..
 TU1225.The horizontal coordinates are valid at the epoch date displayed above.
 TU1225.The epoch date for horizontal control is a decimal equivalence
 TU1225.of Year/Month/Day.
 TU1225
 TU1225.The orthometric height was scaled from a topographic map.
 TU1225
 TU1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1225
 TU1225.The geoid height was determined by GEOID03.
 TU1225
 TU1225;                    North         East     Units Scale Factor Converg.
 TU1225;SPC HI 3     -    16,024.334   517,438.121   MT  0.99999376   +0 03 39.9
 TU1225;UTM  04      - 2,357,050.925   621,149.306   MT  0.99978137   +0 25 28.5
 TU1225
 TU1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1225!SPC HI 3     -   0.99997834  x   0.99999376  =   0.99997210
 TU1225!UTM  04      -   0.99997834  x   0.99978137  =   0.99975972
 TU1225
 TU1225:                Primary Azimuth Mark                     Grid Az
 TU1225:SPC HI 3     -  HONOLULU CENTRAL UNION CHURCH            187 48 21.9
 TU1225:UTM  04      -  HONOLULU CENTRAL UNION CHURCH            187 26 33.3
 TU1225
 TU1225|---------------------------------------------------------------------|
 TU1225| PID    Reference Object                     Distance      Geod. Az  |
 TU1225|                                                           dddmmss.s |
 TU1225| TU1227 HONOLULU CENTRAL UNION CHURCH       APPROX. 1.4 KM 1875201.8 |
 TU1225|---------------------------------------------------------------------|
 TU1225
 TU1225                          SUPERSEDED SURVEY CONTROL
 TU1225
 TU1225  NAD 83(1986)-  21 18 40.67446(N)    157 49 54.94111(W) AD(       ) 3
 TU1225  OLD HI      -  21 18 52.06500(N)    157 50 04.81700(W) AD(       ) 3
 TU1225
 TU1225.Superseded values are not recommended for survey control.
 TU1225.NGS no longer adjusts projects to the OLD HI datum.
 TU1225.See file dsdata.txt to determine how the superseded data were derived.
 TU1225
 TU1225_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2114957051(NAD 83)
 TU1225
 TU1225  HISTORY     - Date     Condition        Report By
 TU1225  HISTORY     - 1927     MONUMENTED       CGS
 TU1225  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1225  HISTORY     - 19990525 MARK NOT FOUND   USPSQD
 TU1225
 TU1225                          STATION DESCRIPTION
 TU1225
 TU1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1225'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU1225'FOLLOWS--
 TU1225'
 TU1225'STATION IS LOCATED IN THE MAKIKI HEIGHTS DISTRICT OF HONOLULU,
 TU1225'AT ABOUT 400 FEET ELEVATION, ON PROPERTY OF MR. R.B. JOHNSON, AT
 TU1225'2447 MAKIKI HTS DR.
 TU1225'
 TU1225'TO REACH FROM THE HONOLULU POLICE STATION AT BERETANIA ST. AND
 TU1225'KALAKAUA AVE, GO EAST ON BERETANIA FOR 0.15 MILE.  TURN LEFT ON
 TU1225'PUNAHOU ST. AND GO 0.35 MILE.  TURN LEFT ON WILDER AVE. AND GO
 TU1225'0.15 MILE.  TURN RIGHT ON MAKIKI ST. AND GO 0.35 MILE.  TAKE LEFT
 TU1225'FORK AND FOLLOW MAKIKI HTS. DR. UPGRADE FOR 1.0 MILE TO ADDRESS
 TU1225'2447 ON RIGHT.  WALK PAST RIGHT SIDE OF HOUSE AND DOWN LONG,
 TU1225'SLOPING LAWN FOR ABOUT 75 YARDS TO STATION.
 TU1225'
 TU1225'STATION IS TOP OF A 2-1/2-INCH IRON PIPE THAT PROJECTS 18 INCHES
 TU1225'FROM THE CENTER OF A 6-FOOT-SQUARE, CONCRETE PLATFORM WHICH EXTENDS
 TU1225'ABOUT 1 FOOT ABOVE GROUND.  IT IS 15 YARDS SOUTHWEST OF END OF
 TU1225'LAWN, 15 YARDS NORTHEAST OF WHITE BRICK HOUSE AND HIDDEN BY DENSE
 TU1225'GROWTH OF SHRUBBERY AND TREES.
 TU1225'
 TU1225'NOTE--BECAUSE OF ITS ISOLATED LOCATION AND COMPLETE OBSTRUCTION
 TU1225'OF VIEW, THE STATION IS NO LONGER USED, AND THE STATE OF HAWAII
 TU1225'SURVEY DEPT. HAS ESTABLISHED SOME TRAVERSE STATIONS FROM IT IN
 TU1225'MORE ACCESSIBLE LOCATIONS ALONG MAKIKI HTS. DR.
 TU1225
 TU1225                          STATION RECOVERY (1999)
 TU1225
 TU1225'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1125 ***********************************************************************
 TU1125  DESIGNATION -  MAKIKIKI 1969
 TU1125  PID         -  TU1125
 TU1125  STATE/COUNTY-  HI/HONOLULU
 TU1125  USGS QUAD   -  KANEOHE (1983)
 TU1125
 TU1125                         *CURRENT SURVEY CONTROL
 TU1125  ___________________________________________________________________
 TU1125* NAD 83(1993)-  21 28 55.44769(N)    157 52 08.44586(W)     ADJUSTED  
 TU1125* LOCAL TIDAL -       158.     (meters)     518.     (feet)  VERT ANG  
 TU1125  ___________________________________________________________________
 TU1125  EPOCH DATE  -        1993.62
 TU1125  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 TU1125  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU1125
 TU1125  HORZ ORDER  -  SECOND
 TU1125
 TU1125.The horizontal coordinates were established by classical geodetic methods
 TU1125.and adjusted by the National Geodetic Survey in December 1998..
 TU1125.The horizontal coordinates are valid at the epoch date displayed above.
 TU1125.The epoch date for horizontal control is a decimal equivalence
 TU1125.of Year/Month/Day.
 TU1125
 TU1125.The orthometric height was determined by vertical angle observations.
 TU1125.No vertical observational check was made to the station.
 TU1125
 TU1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1125
 TU1125.The geoid height was determined by GEOID03.
 TU1125
 TU1125;                    North         East     Units Scale Factor Converg.
 TU1125;SPC HI 3     -    34,927.059   513,574.463   MT  0.99999228   +0 02 52.7
 TU1125;UTM  04      - 2,375,924.555   617,166.217   MT  0.99976963   +0 24 51.2
 TU1125
 TU1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1125!SPC HI 3     -   0.99997270  x   0.99999228  =   0.99996498
 TU1125!UTM  04      -   0.99997270  x   0.99976963  =   0.99974233
 TU1125
 TU1125                          SUPERSEDED SURVEY CONTROL
 TU1125
 TU1125  NAD 83(1986)-  21 28 55.39790(N)    157 52 08.45475(W) AD(       ) 2
 TU1125  OLD HI      -  21 29 06.82125(N)    157 52 18.34641(W) AD(       ) 2
 TU1125
 TU1125.Superseded values are not recommended for survey control.
 TU1125.NGS no longer adjusts projects to the OLD HI datum.
 TU1125.See file dsdata.txt to determine how the superseded data were derived.
 TU1125
 TU1125_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1716675925(NAD 83)
 TU1125
 TU1125  HISTORY     - Date     Condition        Report By
 TU1125  HISTORY     - 1969     MONUMENTED       CGS
 TU1125
 TU1125                          STATION DESCRIPTION
 TU1125
 TU1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1125'SEE STATION PUU KAUAI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2521 ***********************************************************************
 TU2521  DESIGNATION -  MAKOLEHALE
 TU2521  PID         -  TU2521
 TU2521  STATE/COUNTY-  HI/HAWAII
 TU2521  USGS QUAD   -  HONAUNAU (1996)
 TU2521
 TU2521                         *CURRENT SURVEY CONTROL
 TU2521  ___________________________________________________________________
 TU2521* NAD 83(1993)-  19 29 44.00830(N)    155 53 43.59958(W)     ADJUSTED  
 TU2521* LOCAL TIDAL -       695.     (meters)    2280.     (feet)  VERT ANG  
 TU2521  ___________________________________________________________________
 TU2521  EPOCH DATE  -        1993.62
 TU2521  LAPLACE CORR-          23.77  (seconds)                    DEFLEC99
 TU2521  GEOID HEIGHT-          21.32  (meters)                     GEOID03
 TU2521
 TU2521  HORZ ORDER  -  THIRD
 TU2521
 TU2521.The horizontal coordinates were established by classical geodetic methods
 TU2521.and adjusted by the National Geodetic Survey in December 1998..
 TU2521.The horizontal coordinates are valid at the epoch date displayed above.
 TU2521.The epoch date for horizontal control is a decimal equivalence
 TU2521.of Year/Month/Day.
 TU2521
 TU2521.The orthometric height was determined by vertical angle observations.
 TU2521.No vertical observational check was made to the station.
 TU2521
 TU2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2521
 TU2521.The geoid height was determined by GEOID03.
 TU2521
 TU2521;                    North         East     Units Scale Factor Converg.
 TU2521;SPC HI 1     -    73,349.682   458,488.806   MT  0.99998796   -0 07 55.1
 TU2521;UTM  05      - 2,158,225.802   196,067.038   MT  1.00074199   -0 58 01.4
 TU2521
 TU2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2521!SPC HI 1     -   0.99988741  x   0.99998796  =   0.99987537
 TU2521!UTM  05      -   0.99988741  x   1.00074199  =   1.00062932
 TU2521
 TU2521:                Primary Azimuth Mark                     Grid Az
 TU2521:SPC HI 1     -  KALAMA UMI                               178 20 00.3
 TU2521:UTM  05      -  KALAMA UMI                               179 10 06.6
 TU2521
 TU2521|---------------------------------------------------------------------|
 TU2521| PID    Reference Object                     Distance      Geod. Az  |
 TU2521|                                                           dddmmss.s |
 TU2521| TU2520 KALAMA UMI                          APPROX. 0.9 KM 1781205.2 |
 TU2521| TU2530 LAE LOA RESET                       APPROX.10.9 KM 1881419.8 |
 TU2521|---------------------------------------------------------------------|
 TU2521
 TU2521                          SUPERSEDED SURVEY CONTROL
 TU2521
 TU2521  NAD 83(1986)-  19 29 44.00713(N)    155 53 43.62697(W) AD(       ) 3
 TU2521  OLD HI      -  19 29 55.61900(N)    155 53 53.14100(W) AD(       ) 3
 TU2521
 TU2521.Superseded values are not recommended for survey control.
 TU2521.NGS no longer adjusts projects to the OLD HI datum.
 TU2521.See file dsdata.txt to determine how the superseded data were derived.
 TU2521
 TU2521_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9606758226(NAD 83)
 TU2521
 TU2521  HISTORY     - Date     Condition        Report By
 TU2521  HISTORY     - UNK      MONUMENTED
 TU2521  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2521
 TU2521                          STATION DESCRIPTION
 TU2521
 TU2521'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2521'A THOROUGH SEARCH WAS NOT MADE FOR THIS STATION AS THERE WAS
 TU2521'NOTHING TO IDENTIFY THE IMMEDIATE LOCALITY OF THE STATION AND A
 TU2521'PLACE WAS FOUND FOR A NEW STATION WITHOUT CLEARING OUT NUMEROUS
 TU2521'TREES.  THE OLD STATION WAS A COPPER SHELL IN A CIRCLE CARVED IN
 TU2521'A STONE, OVER WHICH WAS ANOTHER STONE WITH A TRIANGLE CARVED ON
 TU2521'SAME.  THERE WERE THREE TIE POINTS WITHIN A METER, CROSSES
 TU2521'ON STONES.
 TU2521'
 TU2521'THE OLD STATION CAN PROBABLY BE LOCATED BY DISTANCE AND DIRECTION
 TU2521'FROM MAKOLEHALE 2.  A LINE WILL HAVE TO BE CLEARED THROUGH AN
 TU2521'ABANDONED COFFEE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2522 ***********************************************************************
 TU2522  DESIGNATION -  MAKOLEHALE 2
 TU2522  PID         -  TU2522
 TU2522  STATE/COUNTY-  HI/HAWAII
 TU2522  USGS QUAD   -  HONAUNAU (1996)
 TU2522
 TU2522                         *CURRENT SURVEY CONTROL
 TU2522  ___________________________________________________________________
 TU2522* NAD 83(1993)-  19 29 45.01797(N)    155 53 44.89940(W)     ADJUSTED  
 TU2522* LOCAL TIDAL -       693.9    (meters)    2277.     (feet)  VERT ANG  
 TU2522  ___________________________________________________________________
 TU2522  EPOCH DATE  -        1993.62
 TU2522  LAPLACE CORR-          23.78  (seconds)                    DEFLEC99
 TU2522  GEOID HEIGHT-          21.31  (meters)                     GEOID03
 TU2522
 TU2522  HORZ ORDER  -  SECOND
 TU2522
 TU2522.The horizontal coordinates were established by classical geodetic methods
 TU2522.and adjusted by the National Geodetic Survey in December 1998..
 TU2522.The horizontal coordinates are valid at the epoch date displayed above.
 TU2522.The epoch date for horizontal control is a decimal equivalence
 TU2522.of Year/Month/Day.
 TU2522
 TU2522.The orthometric height was determined by vertical angle observations.
 TU2522
 TU2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2522
 TU2522.The geoid height was determined by GEOID03.
 TU2522
 TU2522;                    North         East     Units Scale Factor Converg.
 TU2522;SPC HI 1     -    73,380.815   458,450.975   MT  0.99998800   -0 07 55.6
 TU2522;UTM  05      - 2,158,257.508   196,029.636   MT  1.00074228   -0 58 01.9
 TU2522
 TU2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2522!SPC HI 1     -   0.99988758  x   0.99998800  =   0.99987559
 TU2522!UTM  05      -   0.99988758  x   1.00074228  =   1.00062978
 TU2522
 TU2522|---------------------------------------------------------------------|
 TU2522| PID    Reference Object                     Distance      Geod. Az  |
 TU2522|                                                           dddmmss.s |
 TU2522| CN5890 MAKOLEHALE 2 RM 1                     8.114 METERS 10349     |
 TU2522| CN5891 MAKOLEHALE 2 RM 2                    14.429 METERS 16507     |
 TU2522| TU2540 KEAWEKAHEKA RESET                   APPROX. 5.7 KM 2570124.6 |
 TU2522|---------------------------------------------------------------------|
 TU2522
 TU2522                          SUPERSEDED SURVEY CONTROL
 TU2522
 TU2522  NAD 83(1986)-  19 29 45.01687(N)    155 53 44.92574(W) AD(       ) 2
 TU2522  OLD HI      -  19 29 55.89200(N)    155 53 54.96000(W) AD(       ) 2
 TU2522
 TU2522.Superseded values are not recommended for survey control.
 TU2522.NGS no longer adjusts projects to the OLD HI datum.
 TU2522.See file dsdata.txt to determine how the superseded data were derived.
 TU2522
 TU2522_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9603058258(NAD 83)
 TU2522_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2522
 TU2522  HISTORY     - Date     Condition        Report By
 TU2522  HISTORY     - 1948     MONUMENTED       CGS
 TU2522  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2522
 TU2522                          STATION DESCRIPTION
 TU2522
 TU2522'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2522'THE STATION IS LOCATED IN A COFFEE FIELD ABOUT 2.5 MILES NORTHEAST
 TU2522'OF NAPOOPOO, ABOUT 2 MILES SOUTHEAST OF KEALAKEKUA, ABOUT 0.5 MILE
 TU2522'SOUTH OF THE NORTH AND SOUTH KONA BOUNDRY LINE, ABOUT 0.2 MILE
 TU2522'NORTH OF A PAVED ROAD, 12 FEET EAST OF A WIRE FENCE AND 12 FEET
 TU2522'WEST OF THE CORNER OF A ROCK WALL.  HIGHER GROUND IS TO THE
 TU2522'EASTWARD.
 TU2522'
 TU2522'TO REACH FROM THE POST OFFICE IN KEALAKEKUA, GO SOUTH, ON THE
 TU2522'ROAD WHICH LEADS TOWARD CAPTAIN COOK, FOR 2.5 MILES.  TURN LEFT,
 TU2522'AT TELEPHONE POLE NUMBER 931, AND GO EASTERLY FOR 1.5 MILES TO
 TU2522'A SMALL IRON SHED TO THE LEFT HAND SIDE OF THE ROAD AND THE END
 TU2522'OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY, ALONG THE
 TU2522'EAST SIDE OF A WIRE FENCE, FOR ABOUT 0.2 MILE TO THE HIGH GROUND
 TU2522'AND THE STATION.
 TU2522'
 TU2522'THE STATION IS A STANDARD DISK, STAMPED MOKULEHALE 2 1948, SET
 TU2522'IN THE TOP OF A SQUARE CONCRETE POST WHICH IS ABOUT 6 INCHES
 TU2522'BELOW THE SURFACE OF THE GROUND.
 TU2522'
 TU2522'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MOKULEHALE
 TU2522'2 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2522'ABOUT 6 INCHES.  IT IS LOCATED 33 FEET EAST OF A WIRE FENCE, 11
 TU2522'FEET EAST OF A ROCK WALL AND ABOUT 4 FEET HIGHER THAN THE STATION.
 TU2522'
 TU2522'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MOKULEHALE
 TU2522'2 2 1948, SET IN THE TOP OF 3 INCH IRON PIPE WHICH PROJECTS ABOUT
 TU2522'4 INCHES.  IT IS LOCATED 5 FEET EAST OF A WIRE FENCE AND IS ABOUT
 TU2522'2 FEET HIGHER THAN THE STATION.
 TU2522'
 TU2522'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU2522'
 TU2522'NOTE DISCREPANCY IN SPELLING OF STATION NAME AND STAMPING.
 TU2522
 TU2522                          STATION RECOVERY (1968)
 TU2522
 TU2522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2522'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, BUT
 TU2522'ALL ARE MIS-STAMPED MAKOHOHALE INSTEAD OF MOKULEHALE AS DESCRIBED
 TU2522'IN 1948.  DISCREPANCIES WERE NOTED IN THE DISTANCE TO BOTH
 TU2522'RMS.  THE COFFEE GROVE IS AT PRESENT ABANDONED AND IS OVERGROWN
 TU2522'WITH DENSE VEGETATION, AND THE FENCE MENTIONED IN THE 1948
 TU2522'DESCRIPTION IS COVERED WITH HEAVY GRASS AND DIFFICULT TO
 TU2522'LOCATE.  A WITNESS POST WAS SET AT STATION.  A COMPLETE
 TU2522'DESCRIPTION FOLLOWS--
 TU2522'
 TU2522'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF KEALAKEKUA AND
 TU2522'1-1/2 MILES EAST OF CAPTAIN COOK, AT ABOUT 2277 FEET ELEVATION,
 TU2522'IN THE SOUTHWEST END OF AN ABANDONED COFFEE GROVE, ON A SLIGHT
 TU2522'POINT EXTENDING SOUTHWEST FROM GENERAL LINE OF BROW OF HILL,
 TU2522'AND IS AT THE SOUTHWEST SIDE OF AN OLD STONE WALL, OR HEEIAU.
 TU2522'
 TU2522'TO REACH STATION FROM THE POST OFFICE IN CAPTAIN COOK, GO
 TU2522'SOUTHEAST ON STATE HIGHWAY 11 FOR 0.8 MILE TO MACADAM LEFT FORK,
 TU2522'AT TELEPHONE POLE NO. 93OX.  GO LEFT, UPGRADE, FOR 0.65 MILE TO
 TU2522'FORK.  TAKE RIGHT FORK, STRAIGHT AHEAD, FOR 0.4 MILE TO SIDE
 TU2522'ROAD LEFT AT POWER POLE 19.  TURN LEFT AND GO 0.25 MILE TO WOODEN
 TU2522'WATER TANK AND REMAINS OF BUILDINGS.  FROM HERE WALK SOUTHWEST
 TU2522'DOWN COFFEE TREE ROWS ABOUT 500 FEET TO BROW OF HILL.  GO RIGHT
 TU2522'ABOUT 30 YARDS TO WHERE POINT BEGINS TO RUN OUT TO SOUTHWEST, THEN
 TU2522'BEAR LEFT AND GO 30 YARDS TO STATION AT EDGE OF FIELD.
 TU2522'
 TU2522'STATION MARK IS A STANDARD DISK STAMPED MAKOHOHALE NO 2 1948,
 TU2522'SET IN THE TOP OF AN 8-INCH CONCRETE MONUMENT 6 INCHES BELOW
 TU2522'GROUND.  IT IS 11 FEET EAST OF WIRE MESH FENCE, 12-1/2 FEET
 TU2522'WEST OF NORTHWEST CORNER OF STONE WALL, 14.5 FEET WEST-NORTHWEST
 TU2522'OF A WHITE WITNESS POST, 20 FEET SOUTHEAST OF A LARGE TREE ON EDGE
 TU2522'OF HILL, 8 FEET NORTHWEST OF A SMALL LONE GUAVA TREE, AND ABOUT 6
 TU2522'FEET LOWER THAN TOP OF STONE WALL.  THERE IS A 3-FOOT CAIRN BUILT
 TU2522'OVER THE MARK.
 TU2522'
 TU2522'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAKOHOHALE
 TU2522'NO 2 1948, CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT
 TU2522'PROJECTS 6 INCHES ABOVE GROUND.  IT IS UP ON THE FLAT AREA AT
 TU2522'SAME LEVEL AS TOP OF STONE WALL, 11 FEET EAST OF WEST FACE OF THE
 TU2522'WALL AND 6.7 FEET HIGHER THAN STATION MARK.
 TU2522'
 TU2522'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAKOHOHALE
 TU2522'NO 2 1948, SET IN A 2-INCH IRON PIPE PROJECTING 1 INCH.  IT IS 5
 TU2522'FEET EAST OF FENCE AND 0.4 FOOT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3345 ***********************************************************************
 TU3345  DESIGNATION -  MAKOLELAU
 TU3345  PID         -  TU3345
 TU3345  STATE/COUNTY-  HI/MAUI
 TU3345  USGS QUAD   -  
 TU3345
 TU3345                         *CURRENT SURVEY CONTROL
 TU3345  ___________________________________________________________________
 TU3345* NAD 83(1993)-  21 03 39.24604(N)    156 56 04.32287(W)     ADJUSTED  
 TU3345* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3345  ___________________________________________________________________
 TU3345  EPOCH DATE  -        1993.62
 TU3345  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 TU3345  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU3345
 TU3345  HORZ ORDER  -  THIRD
 TU3345
 TU3345.The horizontal coordinates were established by classical geodetic methods
 TU3345.and adjusted by the National Geodetic Survey in December 1998..
 TU3345.The horizontal coordinates are valid at the epoch date displayed above.
 TU3345.The epoch date for horizontal control is a decimal equivalence
 TU3345.of Year/Month/Day.
 TU3345
 TU3345.The orthometric height was scaled from a topographic map.
 TU3345
 TU3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3345
 TU3345.The geoid height was determined by GEOID03.
 TU3345
 TU3345;                    North         East     Units Scale Factor Converg.
 TU3345;SPC HI 2     -    80,572.066   472,161.877   MT  0.99997624   -0 05 46.5
 TU3345;UTM  04      - 2,330,278.327   714,608.934   MT  1.00016919   +0 44 33.1
 TU3345
 TU3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3345!SPC HI 2     -   0.99999748  x   0.99997624  =   0.99997372
 TU3345!UTM  04      -   0.99999748  x   1.00016919  =   1.00016666
 TU3345
 TU3345                          SUPERSEDED SURVEY CONTROL
 TU3345
 TU3345  NAD 83(1986)-  21 03 39.20100(N)    156 56 04.27253(W) AD(       ) 3
 TU3345  OLD HI      -  21 03 50.61000(N)    156 56 14.31000(W) AD(       ) 3
 TU3345
 TU3345.Superseded values are not recommended for survey control.
 TU3345.NGS no longer adjusts projects to the OLD HI datum.
 TU3345.See file dsdata.txt to determine how the superseded data were derived.
 TU3345
 TU3345_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1460930278(NAD 83)
 TU3345
 TU3345  HISTORY     - Date     Condition        Report By
 TU3345  HISTORY     - UNK      MONUMENTED
 TU3345  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3345
 TU3345                          STATION DESCRIPTION
 TU3345
 TU3345'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3345'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE
 TU3345'HAWAII STATE SURVEY OFFICE.  IT STATED THAT THE MARK WAS A
 TU3345'4 X 4 REDWOOD POST, REFERENCED BY 3 CROSSES ON STONES, AND
 TU3345'LOCATED ON A SAND HILL NEAR THE SEA.
 TU3345'
 TU3345'A SEARCH WAS MADE ON THE SAND DUNE AND SURROUNDING AREA BUT
 TU3345'NO MARKS OF ANY KIND WERE RECOVERED.  IT IS BELIEVED THAT THE
 TU3345'STATION HAS BEEN DESTROYED BY THE 1946 SEISMIC WAVE AND LATER
 TU3345'STORM WAVES WHICH HAVE CAUSED A GENERAL RECESSION OF THE SANDY
 TU3345'BEACHES ALONG THE SOUTH SHORE OF THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1561 ***********************************************************************
 TU1561  DESIGNATION -  MAKUA 2
 TU1561  PID         -  TU1561
 TU1561  STATE/COUNTY-  HI/HONOLULU
 TU1561  USGS QUAD   -  KAENA (1983)
 TU1561
 TU1561                         *CURRENT SURVEY CONTROL
 TU1561  ___________________________________________________________________
 TU1561* NAD 83(1993)-  21 31 06.34220(N)    158 13 26.02912(W)     ADJUSTED  
 TU1561* LOCAL TIDAL -       293.4    (meters)     963.     (feet)  VERT ANG  
 TU1561  ___________________________________________________________________
 TU1561  EPOCH DATE  -        1993.62
 TU1561  LAPLACE CORR-           7.97  (seconds)                    DEFLEC99
 TU1561  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU1561
 TU1561  HORZ ORDER  -  FIRST
 TU1561
 TU1561.The horizontal coordinates were established by classical geodetic methods
 TU1561.and adjusted by the National Geodetic Survey in December 1998..
 TU1561.The horizontal coordinates are valid at the epoch date displayed above.
 TU1561.The epoch date for horizontal control is a decimal equivalence
 TU1561.of Year/Month/Day.
 TU1561
 TU1561.The orthometric height was determined by vertical angle observations.
 TU1561
 TU1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1561
 TU1561.The geoid height was determined by GEOID03.
 TU1561
 TU1561;                    North         East     Units Scale Factor Converg.
 TU1561;SPC HI 3     -    38,963.825   476,802.861   MT  0.99999665   -0 04 55.7
 TU1561;UTM  04      - 2,379,724.978   580,379.468   MT  0.99967983   +0 17 04.9
 TU1561
 TU1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1561!SPC HI 3     -   0.99995152  x   0.99999665  =   0.99994817
 TU1561!UTM  04      -   0.99995152  x   0.99967983  =   0.99963136
 TU1561
 TU1561|---------------------------------------------------------------------|
 TU1561| PID    Reference Object                     Distance      Geod. Az  |
 TU1561|                                                           dddmmss.s |
 TU1561| CJ8828 MAKUA 2 RM 2                          5.417 METERS 10325     |
 TU1561| CJ9356 MAKUA GAS PIPE 2 INCH                              13823     |
 TU1561| CJ8827 MAKUA 2 RM 1                          8.779 METERS 13857     |
 TU1561| TU1563 MAKUA ARMY USE 1927                  83.888 METERS 30725     |
 TU1561| TU1604 KAENA POINT LIGHT                   APPROX. 8.4 KM 3170808.8 |
 TU1561| TU1589 KAENA POINT RADIO MAST              APPROX. 5.4 KM 3323843.7 |
 TU1561| TU1575 KAENA POINT RADAR DOME              APPROX. 5.2 KM 3384559.7 |
 TU1561|---------------------------------------------------------------------|
 TU1561
 TU1561                          SUPERSEDED SURVEY CONTROL
 TU1561
 TU1561  NAD 83(1986)-  21 31 06.29123(N)    158 13 26.04117(W) AD(       ) 1
 TU1561  OLD HI      -  21 31 17.69357(N)    158 13 35.94333(W) AD(       ) 1
 TU1561
 TU1561.Superseded values are not recommended for survey control.
 TU1561.NGS no longer adjusts projects to the OLD HI datum.
 TU1561.See file dsdata.txt to determine how the superseded data were derived.
 TU1561
 TU1561_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8037979725(NAD 83)
 TU1561_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1561_SETTING: 66 = SET IN ROCK OUTCROP
 TU1561
 TU1561  HISTORY     - Date     Condition        Report By
 TU1561  HISTORY     - 1927     MONUMENTED       CGS
 TU1561  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1561  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1561
 TU1561                          STATION DESCRIPTION
 TU1561
 TU1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1561'ON WESTERN COAST OF OAHU, ABOUT 1 MILE SOUTH OF MAKUA RAILROAD
 TU1561'STATION, ON THE FIRST RIDGE SOUTH OF MAKUA RAILROAD STATION, ON
 TU1561'WEST END OF RIDGE, AND ABOUT 1/2 MILE BACK FROM SHORE LINE.  THE
 TU1561'OLD ARMY STATION, MAKUA (U. S. E.), IS ABOUT 70 YARDS UP THE
 TU1561'RIDGE, IN AZIMUTH 127 DEG 25 MIN.  STATION MARKED ACCORDING TO
 TU1561'NOTE 2, A STANDARD DISK STATION MARK IN OUTCROPPING
 TU1561'BEDROCK.  REFERENCE MARKS, NOTE 12A, STANDARD REFERENCE DISKS
 TU1561'IN OUTCROPPING BEDROCK, ARE AT THE FOLLOWING DISTANCES AND
 TU1561'AZIMUTHS FROM STATION--NO. 1, 8.786 METERS (28.83 FEET), 318
 TU1561'DEG 55 MIN.  NO. 2, 5.420 METERS (17.78 FEET), 283 DEG 32 MIN.
 TU1561'THERE IS A 2-INCH GAS PIPE 12.430 METERS (40.78 FEET) FROM
 TU1561'STATION IN AZIMUTH 318 DEG 23 MIN.  RE-MARKED ACCORDING TO
 TU1561'NOTE 14X IN 1929.
 TU1561
 TU1561                          STATION RECOVERY (1964)
 TU1561
 TU1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1561'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1561'COMPLETE DESCRIPTION FOLLOWS--
 TU1561'
 TU1561'STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF MAKAHA VILLAGE, AT
 TU1561'THE SOUTHWEST CORNER OF MAKUA VALLEY, 1/4 MILE EAST OF STATE HIGHWAY
 TU1561'90 AND KANEANA CAVE, ON A BRUSHY KNOLL OF ABOUT 958 FEET ELEVATION
 TU1561'AT THE WEST END OF THE PROMINENT RIDGE.
 TU1561'
 TU1561'TO REACH STATION FROM THE SHOPPING CENTER AT MAKAHA VILLAGE, GO
 TU1561'NORTH ON STATE HIGHWAY 90 FOR 5.4 MILES TO A TRACK CROSSROAD AT
 TU1561'SOUTH SIDE OF OLD CEMETERY, JUST AFTER CROSSING BRIDGE.  TURN RIGHT
 TU1561'AND FOLLOW MAIN TRACK ROAD SOUTHEAST ALONG BASE OF RIDGE FOR 0.9
 TU1561'MILE TO END OF TRUCK TRAVEL AT PARKING AREA ON RIGHT.  PACK
 TU1561'SOUTHERLY UP SIDE OF RIDGE TO STATION.  ABOUT A 20-MINUTE PACK.
 TU1561'
 TU1561'STATION MARK IS A STANDARD DISK STAMPED MAKUA 2 1927, CEMENTED IN
 TU1561'A DRILL HOLE IN A RED BEDROCK OUTCROP ABOUT 40 FEET NORTHWEST
 TU1561'FROM THE HIGHEST PART OF THE KNOLL.
 TU1561'
 TU1561'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAKUA NO 1,
 TU1561'CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF A GREY BEDROCK
 TU1561'WALL THAT IS 2-1/2 FEET HIGH AND 12 FEET LONG AND IS THE MOST
 TU1561'PROMINENT ROCK ON THE HILL.  THE MARK IS ABOUT 4 FEET HIGHER
 TU1561'THAN STATION MARK.
 TU1561'
 TU1561'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAKUA
 TU1561'NO 2, CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK POINT
 TU1561'THAT PROJECTS 2 FEET ABOVE THE GENERAL LEDGE LINE ON NORTHEAST
 TU1561'SIDE OF HILL.  THE MARK IS ABOUT 1-1/2 FEET LOWER THAN STATION
 TU1561'MARK.
 TU1561'
 TU1561'GAS PIPE IS A 2-INCH, IRON PIPE THAT PROJECTS ABOUT 1 FOOT FROM
 TU1561'THE GROUND.  IT IS 4 FEET SOUTHEAST FROM THE SOUTHEAST END OF THE
 TU1561'ROCK WALL THAT R.M. 1 IS IN, AND IS ABOUT 3 FEET HIGHER THAN
 TU1561'STATION MARK.
 TU1561
 TU1561                          STATION RECOVERY (1969)
 TU1561
 TU1561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1561'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 TU1561'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE STATION WAS
 TU1561'REACHED BY HELICOPTER AT THIS TIME THEREFORE THE TO REACH WAS
 TU1561'NOT CHECKED.  A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE TO
 TU1561'BOTH REFERENCE MARKS.
 TU1561'
 TU1561'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1561'3-1/2 MILES NORTH OF MAKAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1563 ***********************************************************************
 TU1563  DESIGNATION -  MAKUA ARMY USE 1927
 TU1563  PID         -  TU1563
 TU1563  STATE/COUNTY-  HI/HONOLULU
 TU1563  USGS QUAD   -  KAENA (1983)
 TU1563
 TU1563                         *CURRENT SURVEY CONTROL
 TU1563  ___________________________________________________________________
 TU1563* NAD 83(1993)-  21 31 07.99957(N)    158 13 28.34406(W)     ADJUSTED  
 TU1563* LOCAL TIDAL -       287.     (meters)     942.     (feet)  SCALED    
 TU1563  ___________________________________________________________________
 TU1563  EPOCH DATE  -        1993.62
 TU1563  LAPLACE CORR-           7.94  (seconds)                    DEFLEC99
 TU1563  GEOID HEIGHT-          15.08  (meters)                     GEOID03
 TU1563
 TU1563  HORZ ORDER  -  THIRD
 TU1563
 TU1563.The horizontal coordinates were established by classical geodetic methods
 TU1563.and adjusted by the National Geodetic Survey in December 1998..
 TU1563.The horizontal coordinates are valid at the epoch date displayed above.
 TU1563.The epoch date for horizontal control is a decimal equivalence
 TU1563.of Year/Month/Day.
 TU1563
 TU1563.The orthometric height was scaled from a topographic map.
 TU1563
 TU1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1563
 TU1563.The geoid height was determined by GEOID03.
 TU1563
 TU1563;                    North         East     Units Scale Factor Converg.
 TU1563;SPC HI 3     -    39,014.895   476,736.311   MT  0.99999668   -0 04 56.5
 TU1563;UTM  04      - 2,379,775.605   580,312.614   MT  0.99967970   +0 17 04.1
 TU1563
 TU1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1563!SPC HI 3     -   0.99995252  x   0.99999668  =   0.99994920
 TU1563!UTM  04      -   0.99995252  x   0.99967970  =   0.99963224
 TU1563
 TU1563:                Primary Azimuth Mark                     Grid Az
 TU1563:SPC HI 3     -  KEAWAULA ARMY                            026 40 51.6
 TU1563:UTM  04      -  KEAWAULA ARMY                            026 18 51.0
 TU1563
 TU1563|---------------------------------------------------------------------|
 TU1563| PID    Reference Object                     Distance      Geod. Az  |
 TU1563|                                                           dddmmss.s |
 TU1563| TU1551 KEAWAULA ARMY                       APPROX. 3.7 KM 0263555.1 |
 TU1563|---------------------------------------------------------------------|
 TU1563
 TU1563                          SUPERSEDED SURVEY CONTROL
 TU1563
 TU1563  NAD 83(1986)-  21 31 07.94861(N)    158 13 28.35614(W) AD(       ) 3
 TU1563  OLD HI      -  21 31 19.31800(N)    158 13 38.28200(W) AD(       ) 3
 TU1563
 TU1563.Superseded values are not recommended for survey control.
 TU1563.NGS no longer adjusts projects to the OLD HI datum.
 TU1563.See file dsdata.txt to determine how the superseded data were derived.
 TU1563
 TU1563_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8031379776(NAD 83)
 TU1563
 TU1563  HISTORY     - Date     Condition        Report By
 TU1563  HISTORY     - 1927     MONUMENTED       USE
 TU1563  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1563
 TU1563                          STATION DESCRIPTION
 TU1563
 TU1563'DESCRIBED BY US ENGINEERS 1927 (LGS)
 TU1563'THE OLD ARMY MARK OF 1914 WAS RECOVERED IN 1927.  IT CONSISTS
 TU1563'OF A 2-INCH GAS PIPE DRIVEN IN THE GROUND, AND IS ABOUT 70
 TU1563'YARDS UP THE RIDGE FROM MAKUA 2, IN AZIMUTH 127 DEG 25 MIN.
 TU1563
 TU1563                          STATION RECOVERY (1965)
 TU1563
 TU1563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1563'THE STATION WAS NOT RECOVERED.  IT WAS PREVIOUSLY DESCRIBED
 TU1563'AS BEING A PIPE DRIVEN INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3114 ***********************************************************************
 TU3114  DESIGNATION -  MALA BALDWIN CANNERY STACK
 TU3114  PID         -  TU3114
 TU3114  STATE/COUNTY-  HI/MAUI
 TU3114  USGS QUAD   -  LAHAINA (1992)
 TU3114
 TU3114                         *CURRENT SURVEY CONTROL
 TU3114  ___________________________________________________________________
 TU3114* NAD 83(1993)-  20 53 13.27324(N)    156 41 04.71032(W)     ADJUSTED  
 TU3114* LOCAL TIDAL -                                                        
 TU3114  ___________________________________________________________________
 TU3114  EPOCH DATE  -        1993.62
 TU3114  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 TU3114  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU3114
 TU3114  HORZ ORDER  -  THIRD
 TU3114
 TU3114.The horizontal coordinates were established by classical geodetic methods
 TU3114.and adjusted by the National Geodetic Survey in December 1998..
 TU3114.The horizontal coordinates are valid at the epoch date displayed above.
 TU3114.The epoch date for horizontal control is a decimal equivalence
 TU3114.of Year/Month/Day.
 TU3114
 TU3114
 TU3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3114
 TU3114.The geoid height was determined by GEOID03.
 TU3114
 TU3114;                    North         East     Units Scale Factor Converg.
 TU3114;SPC HI 2     -    61,297.861   498,129.782   MT  0.99996671   -0 00 23.1
 TU3114;UTM  04      - 2,311,379.716   740,862.272   MT  1.00031701   +0 49 33.2
 TU3114
 TU3114                          SUPERSEDED SURVEY CONTROL
 TU3114
 TU3114  NAD 83(1986)-  20 53 13.23319(N)    156 41 04.68429(W) AD(       ) 4
 TU3114  OLD HI      -  20 53 24.77900(N)    156 41 14.86200(W) AD(       ) 3
 TU3114
 TU3114.Superseded values are not recommended for survey control.
 TU3114.NGS no longer adjusts projects to the OLD HI datum.
 TU3114.See file dsdata.txt to determine how the superseded data were derived.
 TU3114
 TU3114_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4086211380(NAD 83)
 TU3114
 TU3114  HISTORY     - Date     Condition        Report By
 TU3114  HISTORY     - 1950     MONUMENTED       CGS
 TU3114  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3114
 TU3114                          STATION DESCRIPTION
 TU3114
 TU3114'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3114'THE STATION IS THE TOP AND CENTER OF THE HIGHER OF TWO, STEEL,
 TU3114'SMOKE STACKS AT THE BALDWIN PICKERS PINEAPPLE CANNERY IN THE
 TU3114'VILLAGE OF MALA IN WESTERN MAUI.
 TU3114'
 TU3114'THE STACK RISES FROM THE ROOF OF THE BOILER HOUSE ON THE WEST
 TU3114'SIDE OF THE CANNERY AND IS 92 FEET IN HEIGHT AND ABOUT 4 FEET
 TU3114'IN DIAMETER.
 TU3114
 TU3114                          STATION RECOVERY (1969)
 TU3114
 TU3114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3114'STATION IS GONE.  THE PINEAPPLE CANNERY IS NO LONGER IN OPERATION
 TU3114'AND THE STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2084 ***********************************************************************
 TU2084  DESIGNATION -  MALAMA KI
 TU2084  PID         -  TU2084
 TU2084  STATE/COUNTY-  HI/HAWAII
 TU2084  USGS QUAD   -  KAPOHO (1995)
 TU2084
 TU2084                         *CURRENT SURVEY CONTROL
 TU2084  ___________________________________________________________________
 TU2084* NAD 83(1993)-  19 26 27.88897(N)    154 51 49.45976(W)     ADJUSTED  
 TU2084* LOCAL TIDAL -        29.6    (meters)      97.     (feet)  VERT ANG  
 TU2084  ___________________________________________________________________
 TU2084  EPOCH DATE  -        1993.62
 TU2084  LAPLACE CORR-         -20.32  (seconds)                    DEFLEC99
 TU2084  GEOID HEIGHT-          12.88  (meters)                     GEOID03
 TU2084
 TU2084  HORZ ORDER  -  FIRST
 TU2084
 TU2084.The horizontal coordinates were established by classical geodetic methods
 TU2084.and adjusted by the National Geodetic Survey in December 1998..
 TU2084.The horizontal coordinates are valid at the epoch date displayed above.
 TU2084.The epoch date for horizontal control is a decimal equivalence
 TU2084.of Year/Month/Day.
 TU2084
 TU2084.The orthometric height was determined by vertical angle observations.
 TU2084
 TU2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2084
 TU2084.The geoid height was determined by GEOID03.
 TU2084
 TU2084;                    North         East     Units Scale Factor Converg.
 TU2084;SPC HI 1     -    67,395.008   566,813.573   MT  1.00002182   +0 12 42.4
 TU2084;UTM  05      - 2,150,692.630   304,337.281   MT  1.00007324   -0 37 13.9
 TU2084
 TU2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2084!SPC HI 1     -   0.99999332  x   1.00002182  =   1.00001514
 TU2084!UTM  05      -   0.99999332  x   1.00007324  =   1.00006656
 TU2084
 TU2084|---------------------------------------------------------------------|
 TU2084| PID    Reference Object                     Distance      Geod. Az  |
 TU2084|                                                           dddmmss.s |
 TU2084| CN5892 MALAMA KI RM 1                        5.562 METERS 24102     |
 TU2084| CN5893 MALAMA KI RM 2                        5.164 METERS 31600     |
 TU2084|---------------------------------------------------------------------|
 TU2084
 TU2084                          SUPERSEDED SURVEY CONTROL
 TU2084
 TU2084  NAD 83(1986)-  19 26 27.84883(N)    154 51 49.48261(W) AD(       ) 1
 TU2084  OLD HI      -  19 26 38.71748(N)    154 51 59.47514(W) AD(       ) 1
 TU2084
 TU2084.Superseded values are not recommended for survey control.
 TU2084.NGS no longer adjusts projects to the OLD HI datum.
 TU2084.See file dsdata.txt to determine how the superseded data were derived.
 TU2084
 TU2084_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0433750693(NAD 83)
 TU2084_MARKER: Z = SEE DESCRIPTION
 TU2084_SETTING: 0 = UNSPECIFIED SETTING
 TU2084
 TU2084  HISTORY     - Date     Condition        Report By
 TU2084  HISTORY     - 1978     MONUMENTED       USGS
 TU2084
 TU2084                          STATION DESCRIPTION
 TU2084
 TU2084'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (LAC)
 TU2084'THE STATION IS LOCATED IN A SMALL CLEARING IN THE FOREST, IN
 TU2084'THE MALAMA KI FOREST RESERVE AND IS ABOUT 2 MILES NORTHEAST
 TU2084'OF THE T-INTERSECTION OF ROADS AT THE VILLAGE OF OPIHIKAO,
 TU2084'2 MILES SOUTHWEST OF ISAAC HALE STATE PARK AT THE VILLAGE OF
 TU2084'POHOIKI AND ABOUT 100 METERS NORTHWEST OF STATE HIGHWAY 137.
 TU2084'
 TU2084'TO REACH THE STATION FROM THE T-INTERSECTION OF STATE HIGHWAY
 TU2084'137 AND PAHOA POHOIKI ROAD AT POHOIKI GO SOUTHWEST ON HIGHWAY
 TU2084'137 FOR 2.0 MILES TO A NARROW TURN-OUT ON THE RIGHT 0.1 MILE
 TU2084'BEFORE REACHING THE ENTRANCE TO MACKENZIE STATE PARK ON THE
 TU2084'LEFT.  PACK NORTHWEST ABOUT 100 METERS ON A DIM TRAIL TO A SMALL
 TU2084'CLEARING AND THE STATION SITE.
 TU2084'
 TU2084'THE STATION MARK IS A USGS DISK, UNSTAMPED, CEMENTED IN A
 TU2084'DRILL HOLE IN PAHOEHOE LAVA AND PROJECTS ABOUT 0.2 OF A FOOT
 TU2084'ABOVE THE GROUND.  IT IS 3.5 FEET NORTHEAST OF A 2-FOOT
 TU2084'CAIRN IN A SMALL CLEARING.  NOTE, DESC.
 TU2084'
 TU2084'REFERENCE MARK 1 IS A USGS RM DISK STAMPED MALAMA KI NO 1
 TU2084'1958.  IT IS CEMENTED IN A DRILL HOLE IN PAHOEHOE LAVA AND
 TU2084'PROJECTS ABOUT 0.3 OF A FOOT ABOVE THE GROUND.  IT IS 14 FEET
 TU2084'NORTHEAST OF A SHARP DROP-OFF AND IS ABOUT THE SAME ELEVATION
 TU2084'AS THE STATION MARK.  NOTE, DESC.
 TU2084'
 TU2084'REFERENCE MARK 2 IS A USGS RM DISK STAMPED MALAMA KI NO 2
 TU2084'1958.  IT IS CEMENTED IN A DRILL HOLE IN PAHOEHOE LAVA AND
 TU2084'PROJECTS ABOUT 0.5 OF A FOOT ABOVE THE GROUND AND IS ABOUT THE
 TU2084'SAME ELEVATION AS THE STATION MARK.  NOTE, DESC.
 TU2084'
 TU2084'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2084'
 TU2084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2
 TU2084'MILES SOUTHWEST OF POHOIKI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1459 ***********************************************************************
 TU1459  DESIGNATION -  MALIAHONO HOUSE DOORWAY 1932
 TU1459  PID         -  TU1459
 TU1459  STATE/COUNTY-  HI/HONOLULU
 TU1459  USGS QUAD   -  KAHANA (1983)
 TU1459
 TU1459                         *CURRENT SURVEY CONTROL
 TU1459  ___________________________________________________________________
 TU1459* NAD 83(1993)-  21 32 31.05667(N)    157 50 32.60979(W)     ADJUSTED  
 TU1459* LOCAL TIDAL -                                                        
 TU1459  ___________________________________________________________________
 TU1459  EPOCH DATE  -        1993.62
 TU1459  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 TU1459  GEOID HEIGHT-          14.85  (meters)                     GEOID03
 TU1459
 TU1459  HORZ ORDER  -  THIRD
 TU1459
 TU1459.The horizontal coordinates were established by classical geodetic methods
 TU1459.and adjusted by the National Geodetic Survey in December 1998..
 TU1459.No horizontal observational check was made to the station.
 TU1459.The horizontal coordinates are valid at the epoch date displayed above.
 TU1459.The epoch date for horizontal control is a decimal equivalence
 TU1459.of Year/Month/Day.
 TU1459
 TU1459
 TU1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1459
 TU1459.The geoid height was determined by GEOID03.
 TU1459
 TU1459;                    North         East     Units Scale Factor Converg.
 TU1459;SPC HI 3     -    41,560.954   516,326.578   MT  0.99999329   +0 03 28.3
 TU1459;UTM  04      - 2,382,574.472   619,875.219   MT  0.99977757   +0 25 30.4
 TU1459
 TU1459                          SUPERSEDED SURVEY CONTROL
 TU1459
 TU1459  NAD 83(1986)-  21 32 31.00846(N)    157 50 32.61774(W) AD(       ) 4
 TU1459  OLD HI      -  21 32 42.42000(N)    157 50 42.52000(W) AD(       ) 3
 TU1459
 TU1459.Superseded values are not recommended for survey control.
 TU1459.NGS no longer adjusts projects to the OLD HI datum.
 TU1459.See file dsdata.txt to determine how the superseded data were derived.
 TU1459
 TU1459_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1987582574(NAD 83)
 TU1459
 TU1459  HISTORY     - Date     Condition        Report By
 TU1459  HISTORY     - 1932     MONUMENTED       CGS
 TU1459
 TU1459                          STATION DESCRIPTION
 TU1459
 TU1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 TU1459'SEE STATION KAAAWA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3279 ***********************************************************************
 TU3279  DESIGNATION -  MALO 1882
 TU3279  PID         -  TU3279
 TU3279  STATE/COUNTY-  HI/MAUI
 TU3279  USGS QUAD   -  NAPILI (1997)
 TU3279
 TU3279                         *CURRENT SURVEY CONTROL
 TU3279  ___________________________________________________________________
 TU3279* NAD 83(1993)-  21 01 20.49572(N)    156 38 18.12401(W)     ADJUSTED  
 TU3279* LOCAL TIDAL -        41.     (meters)     135.     (feet)  SCALED    
 TU3279  ___________________________________________________________________
 TU3279  EPOCH DATE  -        1993.62
 TU3279  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 TU3279  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU3279
 TU3279  HORZ ORDER  -  THIRD
 TU3279
 TU3279.The horizontal coordinates were established by classical geodetic methods
 TU3279.and adjusted by the National Geodetic Survey in December 1998..
 TU3279.The horizontal coordinates are valid at the epoch date displayed above.
 TU3279.The epoch date for horizontal control is a decimal equivalence
 TU3279.of Year/Month/Day.
 TU3279
 TU3279.The orthometric height was scaled from a topographic map.
 TU3279
 TU3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3279
 TU3279.The geoid height was determined by GEOID03.
 TU3279
 TU3279;                    North         East     Units Scale Factor Converg.
 TU3279;SPC HI 2     -    76,281.834   502,941.710   MT  0.99996677   +0 00 36.5
 TU3279;UTM  04      - 2,326,437.693   745,457.031   MT  1.00034461   +0 50 51.4
 TU3279
 TU3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3279!SPC HI 2     -   0.99999114  x   0.99996677  =   0.99995791
 TU3279!UTM  04      -   0.99999114  x   1.00034461  =   1.00033575
 TU3279
 TU3279:                Primary Azimuth Mark                     Grid Az
 TU3279:SPC HI 2     -  KEAHIKAUO                                150 52 49.8
 TU3279:UTM  04      -  KEAHIKAUO                                150 02 34.9
 TU3279
 TU3279|---------------------------------------------------------------------|
 TU3279| PID    Reference Object                     Distance      Geod. Az  |
 TU3279|                                                           dddmmss.s |
 TU3279| TU3065 KEAHIKAUO                           APPROX. 6.7 KM 1505326.3 |
 TU3279| TU3066 KEKAALAAU                           APPROX. 7.8 KM 1601839.5 |
 TU3279| TU3281 HAWEA RESET                         APPROX. 3.6 KM 2334705.8 |
 TU3279|---------------------------------------------------------------------|
 TU3279
 TU3279                          SUPERSEDED SURVEY CONTROL
 TU3279
 TU3279  NAD 83(1986)-  21 01 20.44995(N)    156 38 18.09943(W) AD(       ) 3
 TU3279  OLD HI      -  21 01 31.88000(N)    156 38 28.22000(W) AD(       ) 3
 TU3279
 TU3279.Superseded values are not recommended for survey control.
 TU3279.NGS no longer adjusts projects to the OLD HI datum.
 TU3279.See file dsdata.txt to determine how the superseded data were derived.
 TU3279
 TU3279_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4545726438(NAD 83)
 TU3279
 TU3279  HISTORY     - Date     Condition        Report By
 TU3279  HISTORY     - 1882     MONUMENTED       CGS
 TU3279  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU3279  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3279
 TU3279                          STATION DESCRIPTION
 TU3279
 TU3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3279'ON NORTHWEST COAST OF MAUI, ON CAPE LIPOA, IN THE NORTHERN PART
 TU3279'OF KAANAPALI DISTRICT, IN LAND OF HONOLUA, ON TOP OF A GRASSY
 TU3279'KNOLL 250 METERS FROM THE SHORE ON LIPOA POINT.  MARKED BY A 3-INCH
 TU3279'GALVANIZED IRON PIPE SET IN A BLOCK OF CONCRETE.
 TU3279
 TU3279                          STATION RECOVERY (1950)
 TU3279
 TU3279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3279'STATION WAS NOT RECOVERED.  PIPE FOUND AT SIGHT AND SUBSEQUENTLY
 TU3279'USED AS MALO 2 IS NOT THE ORIGINAL POINT.  TOP OF KNOLL HAS
 TU3279'EVIDENTLY BEEN GRADED TO A FLAT SURFACE.  NO ASSURANCE OR EVIDENCE
 TU3279'THAT THE MARK FOUND WAS THE ORIGINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3280 ***********************************************************************
 TU3280  DESIGNATION -  MALO 2 RESET
 TU3280  PID         -  TU3280
 TU3280  STATE/COUNTY-  HI/MAUI
 TU3280  USGS QUAD   -  NAPILI (1997)
 TU3280
 TU3280                         *CURRENT SURVEY CONTROL
 TU3280  ___________________________________________________________________
 TU3280* NAD 83(1993)-  21 01 20.42672(N)    156 38 18.39220(W)     ADJUSTED  
 TU3280* LOCAL TIDAL -        41.5    (meters)     136.     (feet)  VERT ANG  
 TU3280  ___________________________________________________________________
 TU3280  EPOCH DATE  -        1993.62
 TU3280  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 TU3280  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU3280
 TU3280  HORZ ORDER  -  FIRST
 TU3280
 TU3280.The horizontal coordinates were established by classical geodetic methods
 TU3280.and adjusted by the National Geodetic Survey in December 1998..
 TU3280.The horizontal coordinates are valid at the epoch date displayed above.
 TU3280.The epoch date for horizontal control is a decimal equivalence
 TU3280.of Year/Month/Day.
 TU3280
 TU3280.The orthometric height was determined by vertical angle observations.
 TU3280
 TU3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3280
 TU3280.The geoid height was determined by GEOID03.
 TU3280
 TU3280;                    North         East     Units Scale Factor Converg.
 TU3280;SPC HI 2     -    76,279.711   502,933.966   MT  0.99996677   +0 00 36.4
 TU3280;UTM  04      - 2,326,435.455   745,449.316   MT  1.00034456   +0 50 51.3
 TU3280
 TU3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3280!SPC HI 2     -   0.99999107  x   0.99996677  =   0.99995784
 TU3280!UTM  04      -   0.99999107  x   1.00034456  =   1.00033562
 TU3280
 TU3280|---------------------------------------------------------------------|
 TU3280| PID    Reference Object                     Distance      Geod. Az  |
 TU3280|                                                           dddmmss.s |
 TU3280| CN5895 MALO 2 RM 1                           9.524 METERS 07745     |
 TU3280| CN5896 MALO 2 RM 2                          10.386 METERS 15025     |
 TU3280| CN5894 MALO 2 AZ MK                                       2001025.1 |
 TU3280| CN5897 MALO 2 RM 3                         190.530 METERS 29608     |
 TU3280| CN5898 MALO 2 RM 4                         114.994 METERS 33544     |
 TU3280|---------------------------------------------------------------------|
 TU3280
 TU3280                          SUPERSEDED SURVEY CONTROL
 TU3280
 TU3280  NAD 83(1986)-  21 01 20.38093(N)    156 38 18.36727(W) AD(       ) 1
 TU3280  OLD HI      -  21 01 31.96300(N)    156 38 28.54800(W) AD(       ) 1
 TU3280
 TU3280.Superseded values are not recommended for survey control.
 TU3280.NGS no longer adjusts projects to the OLD HI datum.
 TU3280.See file dsdata.txt to determine how the superseded data were derived.
 TU3280
 TU3280_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4544926435(NAD 83)
 TU3280_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3280
 TU3280  HISTORY     - Date     Condition        Report By
 TU3280  HISTORY     - 1950     MONUMENTED       CGS
 TU3280  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3280  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3280
 TU3280                          STATION DESCRIPTION
 TU3280
 TU3280'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3280'LOCATED ON THE NORTHWEST SHORE OF WEST MAUI, LAHAINA DISTRICT,
 TU3280'ON CAPE LIPOA, IN LAND OF HONOLUA, ON AN OPEN GRASSY POINT
 TU3280'SURROUNDED BY PINEAPPLE FIELDS, ABOUT 100 FEET SOUTHWEST OF THE
 TU3280'HIGHEST POINT OF THE HILL.  THE STATION, A STANDARD DISK STAMPED
 TU3280'MALO 1950, WAS SET IN A 1-1/2 IRON PIPE IN THE CENTER OF A
 TU3280'CONCRETE POST FLUSH WITH THE GROUND.
 TU3280'
 TU3280'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  A STANDARD DISK
 TU3280'SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 8 INCHES.  STAMPED
 TU3280'MALO NO 1 1950.
 TU3280'
 TU3280'REFERENCE MARK NO. 2 IS SOUTH SOUTHEAST OF THE STATION.  A
 TU3280'STANDARD DISK SET IN A SQUARE TOPPED CONCRETE POST PROJECTING
 TU3280'8 INCHES.  STAMPED MALO NO 2 1950.
 TU3280'
 TU3280'AZIMUTH MARK IS A STANDARD DISK SET IN ROCK OUTCROP, SIX FEET
 TU3280'IN FROM THE VERTICAL CLIFF OVERLOOKING THE OCEAN.  TO REACH
 TU3280'FROM THE STATION--GO EAST 0.35 MILES TO THE HIGHWAY, TURN
 TU3280'RIGHT AND GO 1.5 MILES.  MARK IS ON A PROMINENT POINT 75 FEET
 TU3280'WEST OF THE ROAD.  STAMPED MALO 1950.
 TU3280'
 TU3280'TO REACH FROM THE COURT HOUSE AT LAHAINA--GO WEST AND NORTH ON
 TU3280'ROAD TOWARD HONOKAHAU TO HONOKAHAU SCHOOL 10.7 MILES.  CONTINUE
 TU3280'AHEAD ON MAIN ROAD FOR 2.7 MILES, TURN LEFT INTO A PINEAPPLE
 TU3280'FIELD AND GO WESTERLY FOR 0.35 MILES TO SUMMIT OF A LOW KNOLL
 TU3280'AND STATION.
 TU3280'
 TU3280'STATION MALO WAS NOT RECOVERED.  PIPE FOUND AT SIGHT AND
 TU3280'SUBSEQUENTLY USED AS MALO 2 IS NOT THE ORIGINAL POINT.  TOP OF
 TU3280'KNOLL HAS EVIDENTLY BEEN GRADED TO A FLAT SURFACE.  NO ASSURANCE
 TU3280'OR EVIDENCE THAT THE MARK FOUND WAS THE ORIGINAL.
 TU3280'
 TU3280'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 TU3280
 TU3280                          STATION RECOVERY (1961)
 TU3280
 TU3280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3280'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU3280'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE ROADS
 TU3280'TO THE PINEAPPLE FIELDS ARE CLOSED BY LOCKED CHAINS AND A KEY
 TU3280'MAY BE SECURED AT BALDWIN PLANTATION HEADQUARTERS AT HONOKAHUA.
 TU3280'
 TU3280'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
 TU3280
 TU3280                          STATION RECOVERY (1969)
 TU3280
 TU3280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3280'THE STATION MARK AND BOTH RMS HAD BEEN DESTROYED BY PINEAPPLE
 TU3280'CULTIVATION.  ONLY THE AZIMUTH MARK WAS RECOVERED IN GOOD
 TU3280'CONDITION.  AFTER ESTABLISHING A TRAIL POINT BY TRIANGULATION,
 TU3280'THE STATION LOCATION WAS DETERMINED BY INVERSE, AND AN UNDERGROUND
 TU3280'MARK, CONSISTING OF A MASS OF CONCRETE WITH A HOLE IN CENTER,
 TU3280'FROM WHICH THE STATION PIPE HAD BEEN PULLED, WAS FOUND.  THE
 TU3280'STATION WAS THEN REBUILT AND TWO NEW RMS WERE SET OUTSIDE THE
 TU3280'PINEAPPLE FIELD.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3280'
 TU3280'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF HONOKAHUA VILLAGE,
 TU3280'ON A HILL IN A PINEAPPLE FIELD, OUT ON LIPOA POINT, AT ABOUT 136
 TU3280'FEET ABOVE SEA LEVEL.
 TU3280'
 TU3280'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3280'ON PAPALAUA ST. FOR 0.2 MILE.  TURN LEFT AND FOLLOW STATE
 TU3280'HIGHWAY 30 FOR 10.2 MILES TO HONOKOHUA SCHOOL ON RIGHT.  CONTINUE
 TU3280'ON THE HIGHWAY FOR 1.15 MILES TO AZIMUTH MARK ON LEFT.  CONTINUE
 TU3280'AHEAD FOR 1.25 MILES TO SIGN F-53 ON LEFT.  FOLLOW PINEAPPLE
 TU3280'FIELD ROADS LEFT FOR 0.5 MILE TO BASE OF HILL.  GO RIGHT, UP
 TU3280'STEEP GRADE, FOR 0.05 MILE TO STATION ON RIGHT.
 TU3280'
 TU3280'STATION MARK IS A STANDARD DISK STAMPED MALO 2 1950 1969, SET
 TU3280'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING
 TU3280'6 INCHES FROM GROUND.  IT IS AT SOUTH EDGE OF FIELD ROAD, AT
 TU3280'BASE OF THE 2-FOOT LEDGE, 2 FEET WEST OF A WHITE WITNESS POST
 TU3280'AND ABOUT 50 FEET SOUTH OF HIGHEST POINT OF THE ROAD.
 TU3280'
 TU3280'UNDERGROUND MARK IS A STANDARD DISK STAMPED MALO 2 1950 1969,
 TU3280'SET IN CONCRETE 30 INCHES BELOW GROUND SURFACE.
 TU3280'
 TU3280'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MALO 2
 TU3280'1950 NO 3 1969, CEMENTED IN A DRILL HOLE IN THE CENTER OF A
 TU3280'5-FOOT-SQUARE, STONE AND CONCRETE PIER, WITH FLAT, CONCRETE TOP
 TU3280'5-1/2 FEET ABOVE GROUND.  IT IS AT THE NORTH END OF A ROW OF
 TU3280'NORFOLK PINES, ALONG NORTHWEST EDGE OF PINEAPPLE FIELD, AND
 TU3280'ABOUT 60 FEET LOWER THAN STATION MARK.
 TU3280'
 TU3280'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED MALO 2
 TU3280'1950 NO 4 1969, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU3280'MONUMENT THAT PROJECTS 6 INCHES FROM GROUND.  IT IS ALONG NORTH
 TU3280'EDGE OF THE PINEAPPLE FIELD, IN A GRASSY STRIP BORDERING A ROW
 TU3280'OF PINE TREES, AND ABOUT 60 FEET LOWER THAN STATION MARK.
 TU3280'
 TU3280'3/4-INCH PIPE IS AN IRON PIPE SET IN CENTER OF A 12-INCH-DIAMETER,
 TU3280'CONCRETE MONUMENT ON CENTER LINE OF THE FIELD ROAD, AND FLUSH
 TU3280'WITH ROAD SURFACE.  IT IS 10 INCHES HIGHER THAN STATION MARK.
 TU3280'
 TU3280'AZIMUTH MARK IS A STANDARD DISK STAMPED MALO 1950, CEMENTED IN A
 TU3280'DRILL HOLE IN A SMALL BEDROCK OUTCROP PROJECTING 6 INCHES FROM
 TU3280'GROUND.  IT IS LOCATED ALONG STEEP BLUFF, AT THE NORTHWEST END OF
 TU3280'THE LONG, RED PARKING TURNOUT AT MAKULEIA BEACH.  50.5 FEET
 TU3280'NORTHWEST OF CENTER LINE OF HIGHWAY, 97 FEET NORTH-NORTHWEST OF A
 TU3280'BOARD GATE AT THE SOUTHEAST END OF A LONG CUTBANK, 65 YARDS
 TU3280'NORTHWEST OF THE SIGN AT HEAD OF TRAIL LEADING DOWN TO MAKULEIA
 TU3280'BEACH, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1502 ***********************************************************************
 TU1502  DESIGNATION -  MALU
 TU1502  PID         -  TU1502
 TU1502  STATE/COUNTY-  HI/HONOLULU
 TU1502  USGS QUAD   -  WAIMEA (1983)
 TU1502
 TU1502                         *CURRENT SURVEY CONTROL
 TU1502  ___________________________________________________________________
 TU1502* NAD 83(1993)-  21 40 34.27451(N)    158 02 00.62796(W)     ADJUSTED  
 TU1502* LOCAL TIDAL -       111.     (meters)     364.     (feet)  VERT ANG  
 TU1502  ___________________________________________________________________
 TU1502  EPOCH DATE  -        1993.62
 TU1502  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 TU1502  GEOID HEIGHT-          13.59  (meters)                     GEOID03
 TU1502
 TU1502  HORZ ORDER  -  SECOND
 TU1502
 TU1502.The horizontal coordinates were established by classical geodetic methods
 TU1502.and adjusted by the National Geodetic Survey in December 1998..
 TU1502.The horizontal coordinates are valid at the epoch date displayed above.
 TU1502.The epoch date for horizontal control is a decimal equivalence
 TU1502.of Year/Month/Day.
 TU1502
 TU1502.The orthometric height was determined by vertical angle observations.
 TU1502.No vertical observational check was made to the station.
 TU1502
 TU1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1502
 TU1502.The geoid height was determined by GEOID03.
 TU1502
 TU1502;                    North         East     Units Scale Factor Converg.
 TU1502;SPC HI 3     -    56,415.243   496,532.150   MT  0.99999015   -0 00 44.6
 TU1502;UTM  04      - 2,397,297.661   599,990.511   MT  0.99972354   +0 21 25.2
 TU1502
 TU1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1502!SPC HI 3     -   0.99998042  x   0.99999015  =   0.99997057
 TU1502!UTM  04      -   0.99998042  x   0.99972354  =   0.99970396
 TU1502
 TU1502|---------------------------------------------------------------------|
 TU1502| PID    Reference Object                     Distance      Geod. Az  |
 TU1502|                                                           dddmmss.s |
 TU1502| CJ8832 MALU WITNESS MARK 2                   3.240 METERS 00723     |
 TU1502| TU1499 WAIALEE RESET                       APPROX. 1.5 KM 0611825.6 |
 TU1502| CJ8830 MALU RM 2                            15.168 METERS 07315     |
 TU1502| CJ8831 MALU WITNESS MARK 1                   2.110 METERS 19338     |
 TU1502| CJ8829 MALU RM 1                             7.590 METERS 31029     |
 TU1502|---------------------------------------------------------------------|
 TU1502
 TU1502                          SUPERSEDED SURVEY CONTROL
 TU1502
 TU1502  NAD 83(1986)-  21 40 34.22601(N)    158 02 00.63908(W) AD(       ) 2
 TU1502  OLD HI      -  21 40 45.67057(N)    158 02 10.55230(W) AD(       ) 2
 TU1502
 TU1502.Superseded values are not recommended for survey control.
 TU1502.NGS no longer adjusts projects to the OLD HI datum.
 TU1502.See file dsdata.txt to determine how the superseded data were derived.
 TU1502
 TU1502_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9999197298(NAD 83)
 TU1502_MARKER: Z = SEE DESCRIPTION
 TU1502_SETTING: 0 = UNSPECIFIED SETTING
 TU1502
 TU1502  HISTORY     - Date     Condition        Report By
 TU1502  HISTORY     - 1932     MONUMENTED       CGS
 TU1502  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1502  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1502  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1502
 TU1502                          STATION DESCRIPTION
 TU1502
 TU1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1502'STATION IS 2.3 MILES E OF WAIMEA, 1/2 MILE WNW OF PAUMALU CAMP,
 TU1502'WHERE THE CLIFF TURNS SE UP THE KAUMALA GULCH.  A TELEPHONE LINE
 TU1502'PASSES 2 METERS E OF STATION.
 TU1502'
 TU1502'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A DEPRESSION
 TU1502'IN A BOULDER.
 TU1502'R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE IN DEPRESSIONS
 TU1502'IN OUTCROPPING BEDROCK.
 TU1502'
 TU1502'WITNESS MARK 1 IS A CONCRETE POST, 8 INCHES SQUARE WITH A
 TU1502'1-1/2-INCH GALVANIZED-IRON PIPE IN CENTER, SET FLUSH WITH THE
 TU1502'GROUND, 1 FOOT W OF A FENCE LINE.
 TU1502'
 TU1502'WITNESS MARK 2 IS THE LAST TELEPHONE POLE BEFORE THE LINE GOES
 TU1502'OVER THE CLIFF.
 TU1502
 TU1502                          STATION RECOVERY (1945)
 TU1502
 TU1502'RECOVERY NOTE BY US ARMY 1945
 TU1502'STATION IS 2.3 MILES NE OF WAIMEA, 1/2 MILE WNW OF PAUMALU CAMP,
 TU1502'ON PROMINENT RIDGE SE OF PAUMALU STATION WHERE CLIFF TURNS SE
 TU1502'UP THE KAUNALA GULCH.  STATION IS 10 FEET FROM A TELEPHONE POLE
 TU1502'AND 5 FEET FROM FENCE CORNER.  MARKS ARE IN GOOD CONDITION.
 TU1502
 TU1502                          STATION RECOVERY (1963)
 TU1502
 TU1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1502'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU1502'CONDITION.  DISCREPANCIES WERE NOTED IN THE DISTANCES TO BOTH
 TU1502'REFERENCE MARKS.  THEY WERE CHECKED IN THE FIELD AND THE 1963
 TU1502'DISTANCES ARE CORRECT.  MEASUREMENTS TO THE TWO WITNESS MARKS
 TU1502'CHECKED CLOSELY, SO THE REFERENCE MARK MEASUREMENTS WERE
 TU1502'PROBABLY ERRONEOUS AND NOT AN INDICATION OF SHIFTING OF ANY
 TU1502'MARKS.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1502'
 TU1502'STATION IS LOCATED ABOUT 2-3/4 MILES AIRLINE NORTHEAST OF
 TU1502'WAIMEA ANND 1/4 MILE SOUTHEAST OF KAMEHAMEHA HIGHWAY, AT 366
 TU1502'FEET ELEVATION, OVERLOOKING SUNSET BEACH, ON NORTHWEST POINT OF
 TU1502'A BARE, PASTURELAND HILL, IN THE NORTH ANGLE OF A CROSS-FENCE
 TU1502'JUNCTION, AND ABOUT 1/2 MILE NORTH OF A LARGE GROUP OF WOODEN
 TU1502'ANTENNA POLES.
 TU1502'
 TU1502'TO REACH STATION FROM THE KAHUKU PLANTATION COMPANY HEADQUARTERS
 TU1502'IN KAHUKU, GO WESTERLY ON KAMEHAMEHA HIGHWAY FOR 6.5 MILES TO
 TU1502'ASPHALT SIDE ROAD LEFT, AT SIGN GIRL SCOUT CAMP, 0.2 MILE BEFORE
 TU1502'REACHING THE SUNSET STORE.  TURN LEFT AND FOLLOW ROAD UPGRADE
 TU1502'FOR 1.25 MILES TO WATER TANK AT TOP OF GRADE.  CONTINUE AHEAD
 TU1502'FOR 0.05 MILE TO WIRE GATE ON LEFT.  PASS THROUGH GATE AND
 TU1502'FOLLOW DIM TRACK ROAD NORTH ACROSS PASTURELAND FOR 0.3 MILE TO 2
 TU1502'WATER TROUGHS.  PASS THROUGH 4 WIRE GATES, THEN BEAR LEFT AND
 TU1502'FOLLOW TRACK ROAD DOWNGRADE FOR 0.55 MILE TO END OF HILL AND
 TU1502'STATION.
 TU1502'
 TU1502'STATION MARK IS A STANDARD DISK STAMPED MALU 1932, CEMENTED IN A
 TU1502'DRILL HOLE IN A 1 X 2-FOOT BOULDER THAT PROJECTS 4 INCHES.  IT IS
 TU1502'8.3 FEET NORTHEAST OF THE LARGE, ROUND, MAIN FENCE POST OF THE
 TU1502'CROSS-FENCE JUNCTION.
 TU1502'
 TU1502'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MALU NO 1,
 TU1502'CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT ROCK OUTCROP THAT
 TU1502'PROJECTS 4 INCHES.  IT IS UNDER THE NORTHWEST-SOUTHEAST FENCE
 TU1502'LINE, 6 INCHES SOUTHEAST OF A FENCE POST, IN DENSE BRUSH, AND 7
 TU1502'FEET LOWER THAN STATION MARK.
 TU1502'
 TU1502'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MALU NO 2,
 TU1502'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT IS THE WEST 1
 TU1502'OF 2 THAT ARE THE ONLY ONES IN THE VICINITY.  IT IS 20 FEET
 TU1502'SOUTHEAST OF A FENCE LINE AND 11 FEET LOWER THAN STATION MARK.
 TU1502'
 TU1502'WITNESS MARK 1 IS A 1-1/2-INCH, IRON PIPE, PROJECTING 1 INCH
 TU1502'FROM THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 TU1502'THE GROUND.  IT IS AT THE NORTH SIDE OF THE LARGE, ROUND FENCE
 TU1502'POST.
 TU1502'
 TU1502'WITNESS MARK 2, AN OLD TELEPHONE POLE, IS 10.5 FEET
 TU1502'NORTHEAST OF STATION.
 TU1502
 TU1502                          STATION RECOVERY (1969)
 TU1502
 TU1502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1502'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1502'DESCRIBED, AND IN GOOD CONDITION.  WITNESS MARKS 1 AND 2 WERE
 TU1502'NOT SEARCHED FOR AT THIS TIME.  THE DISTANCE AND DIRECTION TO
 TU1502'REFERENCE MARKS 1 AND 2 WERE NOT CHECKED AT THIS TIME.
 TU1502'
 TU1502'A GEODIMETER TRAVERSE WAS MADE BETWEEN MALU 1932 AND WAIALEE
 TU1502'1875 1927.
 TU1502'
 TU1502'GEODIMETER DISTANCE 1,459.724 OR (4,789.06 FT.)
 TU1502'
 TU1502'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1502'3 MILES NORTHEAST OF WAIMEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2478 ***********************************************************************
 TU2478  DESIGNATION -  MAN
 TU2478  PID         -  TU2478
 TU2478  STATE/COUNTY-  HI/HAWAII
 TU2478  USGS QUAD   -  MANUKA BAY (1981)
 TU2478
 TU2478                         *CURRENT SURVEY CONTROL
 TU2478  ___________________________________________________________________
 TU2478* NAD 83(1993)-  19 04 23.46298(N)    155 53 59.03724(W)     ADJUSTED  
 TU2478* LOCAL TIDAL -        10.1    (meters)      33.     (feet)  VERT ANG  
 TU2478  ___________________________________________________________________
 TU2478  EPOCH DATE  -        1993.62
 TU2478  LAPLACE CORR-          15.85  (seconds)                    DEFLEC99
 TU2478  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU2478
 TU2478  HORZ ORDER  -  THIRD
 TU2478
 TU2478.The horizontal coordinates were established by classical geodetic methods
 TU2478.and adjusted by the National Geodetic Survey in December 1998..
 TU2478.The horizontal coordinates are valid at the epoch date displayed above.
 TU2478.The epoch date for horizontal control is a decimal equivalence
 TU2478.of Year/Month/Day.
 TU2478
 TU2478.The orthometric height was determined by vertical angle observations.
 TU2478
 TU2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2478
 TU2478.The geoid height was determined by GEOID03.
 TU2478
 TU2478;                    North         East     Units Scale Factor Converg.
 TU2478;SPC HI 1     -    26,596.521   457,930.922   MT  0.99998854   -0 07 50.2
 TU2478;UTM  05      - 2,111,450.101   194,833.977   MT  1.00075135   -0 56 53.9
 TU2478
 TU2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2478!SPC HI 1     -   0.99999596  x   0.99998854  =   0.99998450
 TU2478!UTM  05      -   0.99999596  x   1.00075135  =   1.00074731
 TU2478
 TU2478|---------------------------------------------------------------------|
 TU2478| PID    Reference Object                     Distance      Geod. Az  |
 TU2478|                                                           dddmmss.s |
 TU2478| CN5899 MAN RM 1                              8.221 METERS 02614     |
 TU2478| CN5900 MAN RM 2                              4.281 METERS 10723     |
 TU2478| TU2470 NA PUU A PELE RESET                 APPROX. 7.1 KM 1360646.0 |
 TU2478|---------------------------------------------------------------------|
 TU2478
 TU2478                          SUPERSEDED SURVEY CONTROL
 TU2478
 TU2478  NAD 83(1986)-  19 04 23.45831(N)    155 53 59.08517(W) AD(       ) 3
 TU2478  OLD HI      -  19 04 34.27001(N)    155 54 09.12476(W) AD(       ) 3
 TU2478
 TU2478.Superseded values are not recommended for survey control.
 TU2478.NGS no longer adjusts projects to the OLD HI datum.
 TU2478.See file dsdata.txt to determine how the superseded data were derived.
 TU2478
 TU2478_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9483411450(NAD 83)
 TU2478_MARKER: DH = HORIZONTAL CONTROL DISK
 TU2478_SETTING: 66 = SET IN ROCK OUTCROP
 TU2478_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TU2478_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2478+STABILITY: POSITION/ELEVATION WELL
 TU2478
 TU2478  HISTORY     - Date     Condition        Report By
 TU2478  HISTORY     - 1979     MONUMENTED       NOS
 TU2478
 TU2478                          STATION DESCRIPTION
 TU2478
 TU2478'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2478'THE STATION IS ONTHE  HIGHEST POINT ON THE MOST
 TU2478'SOUTHWESTERLY POINT OF MANUKA BAY. TO REACH, LAND AT
 TU2478'THE BEACH IN MANUKA BAY, FOLLOW THE JEEP TRAIL SOUTH
 TU2478'APPROXIMATELY 1/2 MILE TO A TRAIL ON YOUR RIGHT
 TU2478'LEADING INTO THE LAVA BED. FOLLOW THIS TRAIL, WHICH MARKED
 TU2478'WITH WHITE CORAL, TO THE HIGHEST POINT IN THE LAVA BED.
 TU2478'THE TRAIL IS VERY FAINT AND MAY BE HARD TO FIND. THE
 TU2478'POINT SHOULD NOT BE CONFUSED WITH ANOTHER POINT WHICH IS
 TU2478'TO THE SOUTHEAST OF THE STATION. THE POINT THE STATION IS
 TU2478'ON IS ALSO CLOSE TO THE SHORE. RM 2 WILL BE FOUND ATOP
 TU2478'THIS POINT, AND THE STATION IS JUST WEST OF IT, CEMENTED
 TU2478'INTO A 3 BY 4 FEET LAVA ROCK. RM 1 IS IN A ROCK ON THE
 TU2478'CLEAR AREA NORTHEAST OF THE STATION. THE STATION AND
 TU2478'REFERENCE MARKS ARE STANDARD NOS DISKS. THE STATION IS
 TU2478'STAMPED---MAN 1979---. RM 1 IS STAMPED---MAN 1979 RM 1---,
 TU2478'AND RM 2 IS STAMPED---MAN 1979 RN 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2062 ***********************************************************************
 TU2062  DESIGNATION -  MANA
 TU2062  PID         -  TU2062
 TU2062  STATE/COUNTY-  HI/KAUAI
 TU2062  USGS QUAD   -  KEKAHA (1983)
 TU2062
 TU2062                         *CURRENT SURVEY CONTROL
 TU2062  ___________________________________________________________________
 TU2062* NAD 83(1993)-  22 02 05.68341(N)    159 47 10.99893(W)     ADJUSTED  
 TU2062* LOCAL TIDAL -         9.     (meters)      30.     (feet)  SCALED    
 TU2062  ___________________________________________________________________
 TU2062  EPOCH DATE  -        1993.62
 TU2062  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 TU2062  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU2062
 TU2062  HORZ ORDER  -  THIRD
 TU2062
 TU2062.The horizontal coordinates were established by classical geodetic methods
 TU2062.and adjusted by the National Geodetic Survey in December 1998..
 TU2062.The horizontal coordinates are valid at the epoch date displayed above.
 TU2062.The epoch date for horizontal control is a decimal equivalence
 TU2062.of Year/Month/Day.
 TU2062
 TU2062.The orthometric height was scaled from a topographic map.
 TU2062
 TU2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2062
 TU2062.The geoid height was determined by GEOID03.
 TU2062
 TU2062;                    North         East     Units Scale Factor Converg.
 TU2062;SPC HI 4     -    22,348.187   470,434.349   MT  1.00000080   -0 06 26.8
 TU2062;UTM  04      - 2,436,900.191   418,846.345   MT  0.99968137   -0 17 42.2
 TU2062
 TU2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2062!SPC HI 4     -   0.99999605  x   1.00000080  =   0.99999685
 TU2062!UTM  04      -   0.99999605  x   0.99968137  =   0.99967742
 TU2062
 TU2062:                Primary Azimuth Mark                     Grid Az
 TU2062:SPC HI 4     -  BULL                                     008 26 53.0
 TU2062:UTM  04      -  BULL                                     008 38 08.4
 TU2062
 TU2062|---------------------------------------------------------------------|
 TU2062| PID    Reference Object                     Distance      Geod. Az  |
 TU2062|                                                           dddmmss.s |
 TU2062| TU2053 BULL                                APPROX. 0.8 KM 0082026.2 |
 TU2062| TU2029 MOS                                 APPROX. 4.9 KM 0223830.8 |
 TU2062| CJ8833 MANA RM 1                             3.658 METERS 02340     |
 TU2062| TU2028 HON                                 APPROX. 5.8 KM 0270624.7 |
 TU2062| TU2026 TOE                                 APPROX. 6.7 KM 0293520.7 |
 TU2062| CJ8834 MANA RM 2                            39.167 METERS 11331     |
 TU2062| TU2040 SOUTH HOUSE SOUTHWEST GABLE         APPROX. 2.6 KM 1694420.5 |
 TU2062| TU2041 NORTH HOUSE NORTHWEST GABLE         APPROX. 2.5 KM 1701033.5 |
 TU2062| TU2054 POST 2                              APPROX. 1.7 KM 1781812.7 |
 TU2062| CJ8835 MANA RM 3                            12.863 METERS 29726     |
 TU2062|---------------------------------------------------------------------|
 TU2062
 TU2062                          SUPERSEDED SURVEY CONTROL
 TU2062
 TU2062  NAD 83(1986)-  22 02 05.64753(N)    159 47 11.02458(W) AD(       ) 3
 TU2062  OLD HI      -  22 02 16.92300(N)    159 47 21.07700(W) AD(       ) 3
 TU2062
 TU2062.Superseded values are not recommended for survey control.
 TU2062.NGS no longer adjusts projects to the OLD HI datum.
 TU2062.See file dsdata.txt to determine how the superseded data were derived.
 TU2062
 TU2062_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1884636900(NAD 83)
 TU2062_MARKER: Z = SEE DESCRIPTION
 TU2062_SETTING: 0 = UNSPECIFIED SETTING
 TU2062
 TU2062  HISTORY     - Date     Condition        Report By
 TU2062  HISTORY     - 1910     MONUMENTED       CGS
 TU2062
 TU2062                          STATION DESCRIPTION
 TU2062
 TU2062'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2062'ON WEST COAST OF KAUAI, ON A LOW SAND HILL 1-1/2 MILES NORTH OF
 TU2062'THE FORD AT THE OUTLET TO THE BIG POND AND 2 MILES SOUTH OF
 TU2062'BARKING SANDS.  STATION IS ON LOOSE ROCKS IN TOP OF SAND DUNE
 TU2062'AND IS MARKED BY A DRILL HOLE IN FLAT ROCK.  REFERENCE MARKS
 TU2062'WERE ESTABLISHED AS FOLLOWS--NO. 1, CROSS IN ROCK 12.0 FEET FROM
 TU2062'STATION IN AZIMUTH 203 DEG 40 MIN.  NO. 2, CROSS CUT IN SMALL
 TU2062'ROCK 6 BY 6 BY 10 INCHES SET FLUSH WITH GROUND AT EDGE OF SOD,
 TU2062'128.5 FEET, 23 DEG 32 MIN.  NO. 3, CROSS IN ROCK, 42.2 FEET,
 TU2062'117 DEG 26 MIN.  IN 1927 STATION WAS SEARCHED FOR AND NOT FOUND.
 TU2062'CRUMBLY SANDSTONE IS IN THE VICINITY.  A 2-INCH IRON PIPE WAS
 TU2062'FOUND, AND A NEW STATION ESTABLISHED OVER IT AND CALLED MANA 2
 TU2062'(SEE DESCRIPTION THEREOF).  A STANDARD DISK STATION MARK WAS PLACED
 TU2062'IN THE PIPE AND IT WAS SURROUNDED WITH STONES AND CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2061 ***********************************************************************
 TU2061  DESIGNATION -  MANA 2
 TU2061  PID         -  TU2061
 TU2061  STATE/COUNTY-  HI/KAUAI
 TU2061  USGS QUAD   -  KEKAHA (1983)
 TU2061
 TU2061                         *CURRENT SURVEY CONTROL
 TU2061  ___________________________________________________________________
 TU2061* NAD 83(1993)-  22 02 05.75638(N)    159 47 10.88264(W)     ADJUSTED  
 TU2061* LOCAL TIDAL -         9.     (meters)      30.     (feet)  SCALED    
 TU2061  ___________________________________________________________________
 TU2061  EPOCH DATE  -        1993.62
 TU2061  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 TU2061  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2061
 TU2061  HORZ ORDER  -  THIRD
 TU2061
 TU2061.The horizontal coordinates were established by classical geodetic methods
 TU2061.and adjusted by the National Geodetic Survey in December 1998..
 TU2061.The horizontal coordinates are valid at the epoch date displayed above.
 TU2061.The epoch date for horizontal control is a decimal equivalence
 TU2061.of Year/Month/Day.
 TU2061
 TU2061.The orthometric height was scaled from a topographic map.
 TU2061
 TU2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2061
 TU2061.The geoid height was determined by GEOID03.
 TU2061
 TU2061;                    North         East     Units Scale Factor Converg.
 TU2061;SPC HI 4     -    22,350.425   470,437.688   MT  1.00000079   -0 06 26.8
 TU2061;UTM  04      - 2,436,902.417   418,849.691   MT  0.99968137   -0 17 42.1
 TU2061
 TU2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2061!SPC HI 4     -   0.99999605  x   1.00000079  =   0.99999684
 TU2061!UTM  04      -   0.99999605  x   0.99968137  =   0.99967742
 TU2061
 TU2061|---------------------------------------------------------------------|
 TU2061| PID    Reference Object                     Distance      Geod. Az  |
 TU2061|                                                           dddmmss.s |
 TU2061| CJ8836 MANA 2 RM 1                           3.959 METERS 22650     |
 TU2061| CJ8837 MANA 2 RM 2                           4.335 METERS 35046     |
 TU2061|---------------------------------------------------------------------|
 TU2061
 TU2061                          SUPERSEDED SURVEY CONTROL
 TU2061
 TU2061  NAD 83(1986)-  22 02 05.72066(N)    159 47 10.90850(W) AD(       ) 3
 TU2061  OLD HI      -  22 02 17.00200(N)    159 47 20.94900(W) AD(       ) 3
 TU2061
 TU2061.Superseded values are not recommended for survey control.
 TU2061.NGS no longer adjusts projects to the OLD HI datum.
 TU2061.See file dsdata.txt to determine how the superseded data were derived.
 TU2061
 TU2061_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1885036902(NAD 83)
 TU2061_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2061_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2061_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU2061
 TU2061  HISTORY     - Date     Condition        Report By
 TU2061  HISTORY     - 1927     MONUMENTED       CGS
 TU2061  HISTORY     - 1962     SEE DESCRIPTION  USGS
 TU2061  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2061
 TU2061                          STATION DESCRIPTION
 TU2061
 TU2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2061'ON WESTERN COAST OF KAUAI, 1 MILE WEST OF MANA, ON A LOW SAND
 TU2061'HILL ABOUT 150 METERS SOUTH OF A PASTURE FENCE AND NEAR A CLUMP
 TU2061'OF ALGEROBA TREES.  REACHED BY TAKING THE BARKING SANDS ROAD
 TU2061'FROM MANA AND TURNING LEFT WHEN THE ROAD APPROACHES THE
 TU2061'SHORE.  STATION IS 42.50 METERS FROM MEAN HIGH WATER.  MARKED
 TU2061'ACCORDING TO NOTE 6A, A STANDARD DISK BEING CEMENTED INTO A
 TU2061'2-INCH IRON PIPE WHICH WAS FOUND ALREADY IN PLACE.  A PILE OF
 TU2061'ROCKS WAS PLACED AROUND IT AND THE MASS CEMENTED
 TU2061'TOGETHER.  THE ROCK IN WHICH THE STATION AND REFERENCE MARKS
 TU2061'WERE SET IS A LIGHT CRUMBLY SANDSTONE.  THE REFERENCE MARK, NOTE
 TU2061'12A, STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK, ARE
 TU2061'AT THE FOLLOWING DISTANCES AND AZMUTHS FROM THE STATION.
 TU2061'NO. 1, 3.959 METERS (12.99 FEET), 46 DEG 49 MIN.  NO. 2,
 TU2061'4.335 METERS (14.22 FEET), 170 DEG 46 MIN.
 TU2061
 TU2061                          STATION RECOVERY (1962)
 TU2061
 TU2061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 TU2061'SEARCHED FOR NOT FOUND, THE STATION COULD BE FOUND WAS
 TU2061'PROBABLY DESTROYED BY CONSTRUCTION WORK AROUND BONHAM NAVAL
 TU2061'AIRFIELD.
 TU2061
 TU2061                          STATION RECOVERY (1966)
 TU2061
 TU2061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2061'STATION IS GONE.  A NEW STATION, BONHAM 1961, HAS BEEN
 TU2061'ESTABLISHED NEARBY, AND A SEARCH WAS MADE BY DISTANCE AND
 TU2061'AZIMUTH FROM IT, BUT NONE OF THE MARKS OF MANA 2 WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1012 ***********************************************************************
 TU1012  DESIGNATION -  MANANA ISLAND
 TU1012  PID         -  TU1012
 TU1012  STATE/COUNTY-  HI/HONOLULU
 TU1012  USGS QUAD   -  KOKO HEAD (1983)
 TU1012
 TU1012                         *CURRENT SURVEY CONTROL
 TU1012  ___________________________________________________________________
 TU1012* NAD 83(1993)-  21 19 40.36249(N)    157 39 22.27775(W)     ADJUSTED  
 TU1012* LOCAL TIDAL -                                                        
 TU1012  ___________________________________________________________________
 TU1012  EPOCH DATE  -        1993.62
 TU1012  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 TU1012  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU1012
 TU1012  HORZ ORDER  -  THIRD
 TU1012
 TU1012.The horizontal coordinates were established by classical geodetic methods
 TU1012.and adjusted by the National Geodetic Survey in December 1998..
 TU1012.The horizontal coordinates are valid at the epoch date displayed above.
 TU1012.The epoch date for horizontal control is a decimal equivalence
 TU1012.of Year/Month/Day.
 TU1012
 TU1012
 TU1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1012
 TU1012.The geoid height was determined by GEOID03.
 TU1012
 TU1012;                    North         East     Units Scale Factor Converg.
 TU1012;SPC HI 3     -    17,888.155   535,667.398   MT  1.00000571   +0 07 30.2
 TU1012;UTM  04      - 2,359,030.028   639,362.943   MT  0.99984000   +0 29 19.8
 TU1012
 TU1012                          SUPERSEDED SURVEY CONTROL
 TU1012
 TU1012  NAD 83(1986)-  21 19 40.31199(N)    157 39 22.28471(W) AD(       ) 4
 TU1012  OLD HI      -  21 19 51.71600(N)    157 39 32.15400(W) AD(       ) 3
 TU1012
 TU1012.Superseded values are not recommended for survey control.
 TU1012.NGS no longer adjusts projects to the OLD HI datum.
 TU1012.See file dsdata.txt to determine how the superseded data were derived.
 TU1012
 TU1012_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3936359030(NAD 83)
 TU1012
 TU1012  HISTORY     - Date     Condition        Report By
 TU1012  HISTORY     - 1926     MONUMENTED       CGS
 TU1012  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1012  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1012
 TU1012                          STATION DESCRIPTION
 TU1012
 TU1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1012'NEAR THE SOUTHEASTERN POINT OF OAHU, ON MANANA ISLAND, A SMALL
 TU1012'ISLAND JUST NORTH OF MAKAPUU POINT.  STATION IS A SMALL CAIRN
 TU1012'ON TOP OF ISLAND.
 TU1012
 TU1012                          STATION RECOVERY (1931)
 TU1012
 TU1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU1012'STATION NOT VISITED.  HIGHEST POINT OF ISLAND WAS USED AS
 TU1012'HYDROGRAPHIC SIGNAL.
 TU1012
 TU1012                          STATION RECOVERY (1965)
 TU1012
 TU1012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1012'THE ISLAND WAS NOT VISITED.  THERE IS NO CAIRN VISIBLE ON THE
 TU1012'BARE TOP OF THE ISLAND WHEN VIEWING IT WITH BINOCULARS FROM THE
 TU1012'OBSERVATION POINT OVERLOOKING MAKAPUU BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1640 ***********************************************************************
 TU1640  DESIGNATION -  MANAWAHUA PK RADAR DOME
 TU1640  PID         -  TU1640
 TU1640  STATE/COUNTY-  HI/HONOLULU
 TU1640  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1640
 TU1640                         *CURRENT SURVEY CONTROL
 TU1640  ___________________________________________________________________
 TU1640* NAD 83(1993)-  21 23 11.46285(N)    158 06 18.25481(W)     ADJUSTED  
 TU1640* LOCAL TIDAL -                                                        
 TU1640  ___________________________________________________________________
 TU1640  EPOCH DATE  -        1993.62
 TU1640  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 TU1640  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1640
 TU1640  HORZ ORDER  -  THIRD
 TU1640
 TU1640.The horizontal coordinates were established by classical geodetic methods
 TU1640.and adjusted by the National Geodetic Survey in December 1998..
 TU1640.The horizontal coordinates are valid at the epoch date displayed above.
 TU1640.The epoch date for horizontal control is a decimal equivalence
 TU1640.of Year/Month/Day.
 TU1640
 TU1640
 TU1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1640
 TU1640.The geoid height was determined by GEOID03.
 TU1640
 TU1640;                    North         East     Units Scale Factor Converg.
 TU1640;SPC HI 3     -    24,345.421   489,104.224   MT  0.99999147   -0 02 17.9
 TU1640;UTM  04      - 2,365,189.773   592,770.167   MT  0.99970635   +0 19 34.9
 TU1640
 TU1640                          SUPERSEDED SURVEY CONTROL
 TU1640
 TU1640  NAD 83(1986)-  21 23 11.41156(N)    158 06 18.26640(W) AD(       ) 4
 TU1640  OLD HI      -  21 23 22.80328(N)    158 06 28.15634(W) AD(       ) 3
 TU1640
 TU1640.Superseded values are not recommended for survey control.
 TU1640.NGS no longer adjusts projects to the OLD HI datum.
 TU1640.See file dsdata.txt to determine how the superseded data were derived.
 TU1640
 TU1640_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9277065190(NAD 83)
 TU1640
 TU1640  HISTORY     - Date     Condition        Report By
 TU1640  HISTORY     - 1963     MONUMENTED       CGS
 TU1640  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1640  HISTORY     - 19951018 MARK NOT FOUND   USPSQD
 TU1640
 TU1640                          STATION DESCRIPTION
 TU1640
 TU1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1640'LOCATED ABOUT 2-1/2 MILES EAST OF NANAKULI AND 5-1/2 MILES
 TU1640'NORTHWEST OF EWA, ON A HILL OF 2400 FEET ELEVATION, KNOWN AS PUU
 TU1640'MANAWAHUA, NEAR THE SOUTHERN END OF THE WAIANAE RANGE.
 TU1640'
 TU1640'STATION IS THE LARGE WHITE RADAR DOME, ABOUT 40 FEET IN DIAMETER
 TU1640'THAT SETS ON A PLATFORM ON HIGHEST PART OF HILL.  THERE ARE SMALL
 TU1640'TWIN RED WARNING LIGHTS MOUNTED ON TOP OF DOME, AND ALSO A SHORT
 TU1640'STUB ANTENNA.  POINT INTERSECTED WAS CENTER OF DOME, MARKED BY THE
 TU1640'ANTENNA.
 TU1640
 TU1640                          STATION RECOVERY (1970)
 TU1640
 TU1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1640'STATION DESTROYED.  DOME AND RADAR ANTENNA REMOVED IN MARCH
 TU1640'1970.  BUILDING REMAINS.
 TU1640'
 TU1640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1640'4-1/2 MILES NORTHWEST OF EWA.
 TU1640
 TU1640                          STATION RECOVERY (1995)
 TU1640
 TU1640'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1641 ***********************************************************************
 TU1641  DESIGNATION -  MANAWAHUA RESET
 TU1641  PID         -  TU1641
 TU1641  STATE/COUNTY-  HI/HONOLULU
 TU1641  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1641
 TU1641                         *CURRENT SURVEY CONTROL
 TU1641  ___________________________________________________________________
 TU1641* NAD 83(1993)-  21 23 11.14451(N)    158 06 18.80271(W)     ADJUSTED  
 TU1641* LOCAL TIDAL -       725.     (meters)    2379.     (feet)  SCALED    
 TU1641  ___________________________________________________________________
 TU1641  EPOCH DATE  -        1993.62
 TU1641  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 TU1641  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1641
 TU1641  HORZ ORDER  -  SECOND
 TU1641
 TU1641.The horizontal coordinates were established by classical geodetic methods
 TU1641.and adjusted by the National Geodetic Survey in December 1998..
 TU1641.The horizontal coordinates are valid at the epoch date displayed above.
 TU1641.The epoch date for horizontal control is a decimal equivalence
 TU1641.of Year/Month/Day.
 TU1641
 TU1641.The orthometric height was scaled from a topographic map.
 TU1641
 TU1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1641
 TU1641.The geoid height was determined by GEOID03.
 TU1641
 TU1641;                    North         East     Units Scale Factor Converg.
 TU1641;SPC HI 3     -    24,335.640   489,088.435   MT  0.99999147   -0 02 18.1
 TU1641;UTM  04      - 2,365,179.895   592,754.445   MT  0.99970631   +0 19 34.7
 TU1641
 TU1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1641!SPC HI 3     -   0.99988360  x   0.99999147  =   0.99987507
 TU1641!UTM  04      -   0.99988360  x   0.99970631  =   0.99958994
 TU1641
 TU1641|---------------------------------------------------------------------|
 TU1641| PID    Reference Object                     Distance      Geod. Az  |
 TU1641|                                                           dddmmss.s |
 TU1641| CJ8838 MANAWAHUA RM 1                       13.900 METERS 07236     |
 TU1641| TU1655 EWA MILL STACK                      APPROX. 8.9 KM 1254943.6 |
 TU1641| CJ8839 MANAWAHUA RM 2                       31.690 METERS 27345     |
 TU1641|---------------------------------------------------------------------|
 TU1641
 TU1641                          SUPERSEDED SURVEY CONTROL
 TU1641
 TU1641  NAD 83(1986)-  21 23 11.09440(N)    158 06 18.81363(W) AD(       ) 2
 TU1641  OLD HI      -  21 23 22.45300(N)    158 06 28.70100(W) AD(       ) 2
 TU1641
 TU1641.Superseded values are not recommended for survey control.
 TU1641.NGS no longer adjusts projects to the OLD HI datum.
 TU1641.See file dsdata.txt to determine how the superseded data were derived.
 TU1641
 TU1641_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9275465180(NAD 83)
 TU1641
 TU1641  HISTORY     - Date     Condition        Report By
 TU1641  HISTORY     - 1946     MONUMENTED       CGS
 TU1641  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1641  HISTORY     - 1946     SEE DESCRIPTION  USE
 TU1641  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1641  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1641
 TU1641                          STATION DESCRIPTION
 TU1641
 TU1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1641'IN SOUTHWESTERN OAHU, AT THE SOUTHERN END OF THE WAIANAE RANGE,
 TU1641'ON PUU MANAWAHUA, ON THE BARE CENTRAL ONE OF THREE ROUNDED
 TU1641'HILLS.  ORIGINALLY MARKED BY REDWOOD POST AND CAIRN OF
 TU1641'STONES.  THIS WAS LATER REPLACED BY A CONCRETE POST 3 INCHES
 TU1641'SQUARE AND 18 INCHES LONG, WITH NAIL IN TOP.  THE ACCURACY OF
 TU1641'THIS REPLACEMENT IS NOT KNOWN.  IN 1927 STATION WAS RE-MARKED
 TU1641'ACCORDING TO NOTE 6A, A STANDARD DISK STATION MARK SET IN
 TU1641'CONCETE IN TILE.  REFERENCE MARKS, NOTE 13A, STANDARD
 TU1641'REFERENCE DISKS IN CONCRETE IN TILES, ARE AT THE FOLLOWING
 TU1641'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 13.900 METERS
 TU1641'(45.60 FEET), 252 DEG 36 MIN.  NO. 2, 31.690 METERS (103.97
 TU1641'FEET), 93 DEG 45 MIN.  MANAWAHUA (U.S.E.) WAS
 TU1641'ESTABLISHED VERY CLOSELY IN POSITION OF OLD STATION,
 TU1641'AND IT IS POSSIBLE THAT IT IS THE STATION RECOVERED AND
 TU1641'REMARKED IN 1927.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1641
 TU1641                          STATION RECOVERY (1946)
 TU1641
 TU1641'RECOVERY NOTE BY US ENGINEERS 1946
 TU1641'THIS STATION WAS RE-MARKED IN 1927 AND AGAIN BY U.S.E. IN
 TU1641'1929.  EACH TIME THERE IS NO DEFINITE PROOF THAT THE OLDER
 TU1641'STATION WAS RECOVERED.
 TU1641'
 TU1641'STATION AND REFERENCE MARKS WERE DESTROYED BY THE WAR
 TU1641'DEPARTMENT IN 1945 BUT REFERENCE MARKS FOR RELOCATING THE
 TU1641'CENTER MARK WERE FIRST ESTABLISHED.  THESE THREE PAIRS OF
 TU1641'TEMPORARY REFERENCE MARKS WERE INCH PIECES OF STEEL BAR
 TU1641'IMBEDDED IN CEMENT.
 TU1641'
 TU1641'THE HILL HAS BEEN FLATTENED BY A CUT TO A DEPTH OF 25 FEET
 TU1641'AND THE CENTER MARK REESTABLISHED.  IT IS A STANDARD C. AND
 TU1641'G.S. MARK STAMPED MANAWAHUA 1929-1946, SET IN A 1-FOOT THICK
 TU1641'HEXAGONAL CONCRETE BASE MEASURING 10 FEET ACROSS THE
 TU1641'CORNERS.  THE CENTER PORTION IS BURIED IN AN ADDITIONAL 3
 TU1641'FEET OF CONCRETE.  THERE IS NO SUBSURACE MARK AND NO REFERENCE
 TU1641'MARKS OTHER THAN THE ABOVE TEMPORARY STEEL REFERENCE MARKS.
 TU1641'
 TU1641'SURVEY SECTION OF DISTRICT ENGINEERS STATE THAT EVENTUALLY
 TU1641'THEY PLAN TO ERECT A 52-FOOT STEEL TOWER OVER THE STATION IN
 TU1641'ORDER THAT THE STATION CAN BE OCCUPIED.  AT PRESENT THERE ARE
 TU1641'BUILDINGS AND INSTALLATIONS OBSTRUCTING OBSERVING IN MOST
 TU1641'DIRECTIONS.
 TU1641
 TU1641                          STATION RECOVERY (1952)
 TU1641
 TU1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1641'MARK AT PRESENT IS SET IN A SIX-SIDED CONCRETE SLAB.  BUILDINGS
 TU1641'HAVE BEEN CONSTRUCTED BY THE ARMY, AND VISIBILITY HAS BEEN
 TU1641'CUT DOWN.
 TU1641
 TU1641                          STATION RECOVERY (1964)
 TU1641
 TU1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1641'STATION HAS BEEN DESTROYED.  THERE IS NOW AN ARMY RADAR STATION
 TU1641'ON THIS HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3328 ***********************************************************************
 TU3328  DESIGNATION -  MANAWAI
 TU3328  PID         -  TU3328
 TU3328  STATE/COUNTY-  HI/MAUI
 TU3328  USGS QUAD   -  
 TU3328
 TU3328                         *CURRENT SURVEY CONTROL
 TU3328  ___________________________________________________________________
 TU3328* NAD 83(1993)-  21 03 14.15250(N)    156 50 09.61330(W)     ADJUSTED  
 TU3328* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3328  ___________________________________________________________________
 TU3328  EPOCH DATE  -        1993.62
 TU3328  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 TU3328  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU3328
 TU3328  HORZ ORDER  -  THIRD
 TU3328
 TU3328.The horizontal coordinates were established by classical geodetic methods
 TU3328.and adjusted by the National Geodetic Survey in December 1998..
 TU3328.The horizontal coordinates are valid at the epoch date displayed above.
 TU3328.The epoch date for horizontal control is a decimal equivalence
 TU3328.of Year/Month/Day.
 TU3328
 TU3328.The orthometric height was scaled from a topographic map.
 TU3328
 TU3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3328
 TU3328.The geoid height was determined by GEOID03.
 TU3328
 TU3328;                    North         East     Units Scale Factor Converg.
 TU3328;SPC HI 2     -    79,786.299   482,400.861   MT  0.99997049   -0 03 39.0
 TU3328;UTM  04      - 2,329,642.372   724,860.615   MT  1.00022488   +0 46 39.8
 TU3328
 TU3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3328!SPC HI 2     -   0.99999749  x   0.99997049  =   0.99996798
 TU3328!UTM  04      -   0.99999749  x   1.00022488  =   1.00022237
 TU3328
 TU3328:                Primary Azimuth Mark                     Grid Az
 TU3328:SPC HI 2     -  KALUAAHA CHURCH                          047 29 02.1
 TU3328:UTM  04      -  KALUAAHA CHURCH                          046 38 43.3
 TU3328
 TU3328|---------------------------------------------------------------------|
 TU3328| PID    Reference Object                     Distance      Geod. Az  |
 TU3328|                                                           dddmmss.s |
 TU3328| TU3326 KALUAAHA CHURCH                     APPROX. 2.2 KM 0472523.1 |
 TU3328|---------------------------------------------------------------------|
 TU3328
 TU3328                          SUPERSEDED SURVEY CONTROL
 TU3328
 TU3328  NAD 83(1986)-  21 03 14.10601(N)    156 50 09.56205(W) AD(       ) 3
 TU3328  OLD HI      -  21 03 25.52000(N)    156 50 19.63000(W) AD(       ) 3
 TU3328
 TU3328.Superseded values are not recommended for survey control.
 TU3328.NGS no longer adjusts projects to the OLD HI datum.
 TU3328.See file dsdata.txt to determine how the superseded data were derived.
 TU3328
 TU3328_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2486129642(NAD 83)
 TU3328
 TU3328  HISTORY     - Date     Condition        Report By
 TU3328  HISTORY     - UNK      MONUMENTED
 TU3328  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3328  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3328  HISTORY     - 1987     MARK NOT FOUND   LOCENG
 TU3328
 TU3328                          STATION DESCRIPTION
 TU3328
 TU3328'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (JMD)
 TU3328'THE ORIGINAL REDWOOD POST WAS FOUND IN POSITION.  IT HAS
 TU3328'DETERIORATED GREATLY FROM THE EFFECTS OF TIME, WEATHER AND WOOD
 TU3328'BORERS.  NONE OF THE ORIGINAL REFERENCE MARKS WERE FOUND.
 TU3328'
 TU3328'THE REDWOOD POST WAS REPLACED BY AN HAWAII TERRITORY SURVEY
 TU3328'STANDARD BRONZE DISK, SET IN CONCRETE IN THE TOP OF A 4-
 TU3328'IN. CAST IRON PIPE, WHICH LATER WAS SET IN A CONCRETE BLOCK,
 TU3328'1-1/2 FT. SQUARE AT THE TOP AND 3 FT. INTO THE GROUND.
 TU3328'
 TU3328'THE STATION IS REACHED BY A TRAIL WHICH LEAVES THE MAIN
 TU3328'GOVERNMENT ROAD ON THE KAUNAKAKAI (W) SIDE OF UALAPUE COURTHOUSE,
 TU3328'WHICH TRAIL LEADS TOWARD THE SEA.
 TU3328
 TU3328                          STATION RECOVERY (1962)
 TU3328
 TU3328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3328'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU3328'DESCRIPTION FOLLOWS--
 TU3328'
 TU3328'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES EAST OF KAUNAKAKAI,
 TU3328'2-1/2 MILES EAST-NORTHEAST OF KAMALO WHARF AND 1-1/3 MILES SOUTHWEST
 TU3328'OF THE KALUAAHA CHURCH, ON THE SPIT AT THE SOUTHEAST END OF THE
 TU3328'PUHALOA FISHPOND.
 TU3328'
 TU3328'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46 JUST SOUTH
 TU3328'OF THE POST OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY 45
 TU3328'FOR 10.7 MILES TO KAMALO WHARF.  CONTINUE FOR 3.0 MILES TO
 TU3328'SIDE ROAD RIGHT, AT MAILBOX OF MR. SAGARIO.  TURN RIGHT FOR
 TU3328'50 YARDS TO FORK.  TAKE RIGHT FORK FOR 0.05 MILE TO FORK.  TAKE
 TU3328'RIGHT FORK FOR 50 YARDS TO END OF ROAD AT BEACH.  WALK SOUTHWEST
 TU3328'ALONG BEACH FOR ABOUT 120 YARDS TO FENCE CORNER.  CONTINUE
 TU3328'ALONG FISHPOND STONE WALL FOR ABOUT 100 YARDS TO STATION MARK
 TU3328'ON RIGHT.
 TU3328'
 TU3328'STATION MARK IS A BRONZE H.T.S. DISK, UNSTAMPED, SET IN THE
 TU3328'TOP OF AN 18-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 16 INCHES
 TU3328'ABOVE GROUND.  IT IS 5 YARDS WEST OF A BREAK IN THE STONE WALL,
 TU3328'IN A WEEDY AREA.
 TU3328
 TU3328                          STATION RECOVERY (1987)
 TU3328
 TU3328'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1987 (CMB)
 TU3328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2857 ***********************************************************************
 TU2857  DESIGNATION -  MANEONEO 1881
 TU2857  PID         -  TU2857
 TU2857  STATE/COUNTY-  HI/MAUI
 TU2857  USGS QUAD   -  KAUPO (1996)
 TU2857
 TU2857                         *CURRENT SURVEY CONTROL
 TU2857  ___________________________________________________________________
 TU2857* NAD 83(1993)-  20 37 35.83524(N)    156 10 06.76138(W)     ADJUSTED  
 TU2857* LOCAL TIDAL -       109.     (meters)     358.     (feet)  SCALED    
 TU2857  ___________________________________________________________________
 TU2857  EPOCH DATE  -        1993.62
 TU2857  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 TU2857  GEOID HEIGHT-          16.33  (meters)                     GEOID03
 TU2857
 TU2857  HORZ ORDER  -  SECOND
 TU2857
 TU2857.The horizontal coordinates were established by classical geodetic methods
 TU2857.and adjusted by the National Geodetic Survey in December 1998..
 TU2857.The horizontal coordinates are valid at the epoch date displayed above.
 TU2857.The epoch date for horizontal control is a decimal equivalence
 TU2857.of Year/Month/Day.
 TU2857
 TU2857.The orthometric height was scaled from a topographic map.
 TU2857
 TU2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2857
 TU2857.The geoid height was determined by GEOID03.
 TU2857
 TU2857;                    North         East     Units Scale Factor Converg.
 TU2857;SPC HI 2     -    32,548.386   551,916.392   MT  0.99999996   +0 10 31.7
 TU2857;UTM  04      - 2,283,395.670   795,086.285   MT  1.00067629   +0 59 53.4
 TU2857
 TU2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2857!SPC HI 2     -   0.99998030  x   0.99999996  =   0.99998026
 TU2857!UTM  04      -   0.99998030  x   1.00067629  =   1.00065658
 TU2857
 TU2857:                Primary Azimuth Mark                     Grid Az
 TU2857:SPC HI 2     -  KA LAE O KA ILIO RESET                   106 40 17.0
 TU2857:UTM  04      -  KA LAE O KA ILIO RESET                   105 50 55.3
 TU2857
 TU2857|---------------------------------------------------------------------|
 TU2857| PID    Reference Object                     Distance      Geod. Az  |
 TU2857|                                                           dddmmss.s |
 TU2857| TU2841 KA LAE O KA ILIO RESET              APPROX. 3.1 KM 1065048.7 |
 TU2857|---------------------------------------------------------------------|
 TU2857
 TU2857                          SUPERSEDED SURVEY CONTROL
 TU2857
 TU2857  NAD 83(1986)-  20 37 35.80363(N)    156 10 06.77146(W) AD(       ) 2
 TU2857  OLD HI      -  20 37 47.27400(N)    156 10 16.87300(W) AD(       ) 2
 TU2857
 TU2857.Superseded values are not recommended for survey control.
 TU2857.NGS no longer adjusts projects to the OLD HI datum.
 TU2857.See file dsdata.txt to determine how the superseded data were derived.
 TU2857
 TU2857_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9508683396(NAD 83)
 TU2857
 TU2857  HISTORY     - Date     Condition        Report By
 TU2857  HISTORY     - 1881     MONUMENTED       HIGS
 TU2857  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2857
 TU2857                          STATION DESCRIPTION
 TU2857
 TU2857'DESCRIBED BY HAWAII GEODETIC SURVEY 1881
 TU2857'NEAR SOUTHERN COAST OF EAST MAUI, IN WESTERN PART OF KAUPO DISTRICT,
 TU2857'ON A HILL A LITTLE EAST OF NUU HARBOR.  MARKED BY AN IRON PIN
 TU2857'AND CAIRN OF STONES WITH FOUR REFERENCE STONES MARKED WITH
 TU2857'CROSSES EACH 5 FEET DISTANT.
 TU2857
 TU2857                          STATION RECOVERY (1950)
 TU2857
 TU2857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2857'THE CAIRN AND THREE REFERENCE ROCKS WERE RECOVERED.  THE IRON
 TU2857'PIN COULD NOT BE FOUND.  A SQUARE HEAD IRON BOLT CEMENTED IN
 TU2857'A DRILL HOLE IN A BURIED BOULDER WAS PLACED AT THE APPROXIMATE
 TU2857'POSITION AS THE STATION AS NEAR AS COULD BE DETERMINED BY THE
 TU2857'REFERENCE MARKS.  SEE DESCRIPTION OF PUU MANEONEO 2 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2145 ***********************************************************************
 TU2145  DESIGNATION -  MANGO 1912
 TU2145  PID         -  TU2145
 TU2145  STATE/COUNTY-  HI/HAWAII
 TU2145  USGS QUAD   -  PAPAIKOU (1994)
 TU2145
 TU2145                         *CURRENT SURVEY CONTROL
 TU2145  ___________________________________________________________________
 TU2145* NAD 83(1993)-  19 51 58.11301(N)    155 06 19.23223(W)     ADJUSTED  
 TU2145* LOCAL TIDAL -        79.     (meters)     259.     (feet)  SCALED    
 TU2145  ___________________________________________________________________
 TU2145  EPOCH DATE  -        1993.62
 TU2145  LAPLACE CORR-         -19.48  (seconds)                    DEFLEC99
 TU2145  GEOID HEIGHT-          17.55  (meters)                     GEOID03
 TU2145
 TU2145  HORZ ORDER  -  THIRD
 TU2145
 TU2145.The horizontal coordinates were established by classical geodetic methods
 TU2145.and adjusted by the National Geodetic Survey in December 1998..
 TU2145.The horizontal coordinates are valid at the epoch date displayed above.
 TU2145.The epoch date for horizontal control is a decimal equivalence
 TU2145.of Year/Month/Day.
 TU2145
 TU2145.The orthometric height was scaled from a topographic map.
 TU2145
 TU2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2145
 TU2145.The geoid height was determined by GEOID03.
 TU2145
 TU2145;                    North         East     Units Scale Factor Converg.
 TU2145;SPC HI 1     -   114,372.725   541,333.453   MT  0.99998777   +0 08 02.8
 TU2145;UTM  05      - 2,198,045.572   279,546.217   MT  1.00020073   -0 42 56.6
 TU2145
 TU2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2145!SPC HI 1     -   0.99998482  x   0.99998777  =   0.99997259
 TU2145!UTM  05      -   0.99998482  x   1.00020073  =   1.00018555
 TU2145
 TU2145                          SUPERSEDED SURVEY CONTROL
 TU2145
 TU2145  NAD 83(1986)-  19 51 58.08398(N)    155 06 19.24389(W) AD(       ) 3
 TU2145  OLD HI      -  19 52 09.06000(N)    155 06 29.21000(W) AD(       ) 3
 TU2145
 TU2145.Superseded values are not recommended for survey control.
 TU2145.NGS no longer adjusts projects to the OLD HI datum.
 TU2145.See file dsdata.txt to determine how the superseded data were derived.
 TU2145
 TU2145_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7954698046(NAD 83)
 TU2145
 TU2145  HISTORY     - Date     Condition        Report By
 TU2145  HISTORY     - 1912     MONUMENTED       CGS
 TU2145  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2145
 TU2145                          STATION DESCRIPTION
 TU2145
 TU2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2145'ON EAST COAST OF HAWAII, ON SOUTH SIDE OF GULCH AT HONOMU, ABOUT
 TU2145'200 METERS FROM SOUTH SIDE AND 350 METERS FROM SEA.  AN IMMENSE
 TU2145'ISOLATED MANGO TREE, ROUND AND OF DENSE DARK GREEN
 TU2145'FOLIAGE.  THERE IS NO OTHER TREE OF THIS SIZE IN THE VICINITY.
 TU2145
 TU2145                          STATION RECOVERY (1966)
 TU2145
 TU2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2145'STATION IS DESTROYED.  THE AREA IS PLANTED IN CANE AND THE TREE
 TU2145'HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1592 ***********************************************************************
 TU1592  DESIGNATION -  MANINI
 TU1592  PID         -  TU1592
 TU1592  STATE/COUNTY-  HI/HONOLULU
 TU1592  USGS QUAD   -  KAENA (1983)
 TU1592
 TU1592                         *CURRENT SURVEY CONTROL
 TU1592  ___________________________________________________________________
 TU1592* NAD 83(1993)-  21 34 22.66345(N)    158 15 23.12826(W)     ADJUSTED  
 TU1592* LOCAL TIDAL -       272.     (meters)     892.     (feet)  SCALED    
 TU1592  ___________________________________________________________________
 TU1592  EPOCH DATE  -        1993.62
 TU1592  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 TU1592  GEOID HEIGHT-          14.59  (meters)                     GEOID03
 TU1592
 TU1592  HORZ ORDER  -  SECOND
 TU1592
 TU1592.The horizontal coordinates were established by classical geodetic methods
 TU1592.and adjusted by the National Geodetic Survey in December 1998..
 TU1592.The horizontal coordinates are valid at the epoch date displayed above.
 TU1592.The epoch date for horizontal control is a decimal equivalence
 TU1592.of Year/Month/Day.
 TU1592
 TU1592.The orthometric height was scaled from a topographic map.
 TU1592
 TU1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1592
 TU1592.The geoid height was determined by GEOID03.
 TU1592
 TU1592;                    North         East     Units Scale Factor Converg.
 TU1592;SPC HI 3     -    45,007.188   473,442.711   MT  0.99999871   -0 05 39.4
 TU1592;UTM  04      - 2,385,744.745   576,981.742   MT  0.99967323   +0 16 24.3
 TU1592
 TU1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1592!SPC HI 3     -   0.99995496  x   0.99999871  =   0.99995367
 TU1592!UTM  04      -   0.99995496  x   0.99967323  =   0.99962820
 TU1592
 TU1592:                Primary Azimuth Mark                     Grid Az
 TU1592:SPC HI 3     -  WART                                     082 47 59.3
 TU1592:UTM  04      -  WART                                     082 25 55.6
 TU1592
 TU1592|---------------------------------------------------------------------|
 TU1592| PID    Reference Object                     Distance      Geod. Az  |
 TU1592|                                                           dddmmss.s |
 TU1592| TU1568 WART                                APPROX. 1.9 KM 0824219.9 |
 TU1592| CJ8840 MANINI RM 1                          17.081 METERS 15321     |
 TU1592| TU1590 RED                                 APPROX. 1.3 KM 1570302.0 |
 TU1592| CJ8841 MANINI RM 2                          19.295 METERS 33843     |
 TU1592|---------------------------------------------------------------------|
 TU1592
 TU1592                          SUPERSEDED SURVEY CONTROL
 TU1592
 TU1592  NAD 83(1986)-  21 34 22.61267(N)    158 15 23.14042(W) AD(       ) 2
 TU1592  OLD HI      -  21 34 33.99900(N)    158 15 33.09000(W) AD(       ) 2
 TU1592
 TU1592.Superseded values are not recommended for survey control.
 TU1592.NGS no longer adjusts projects to the OLD HI datum.
 TU1592.See file dsdata.txt to determine how the superseded data were derived.
 TU1592
 TU1592_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7698285745(NAD 83)
 TU1592_MARKER: Z = SEE DESCRIPTION
 TU1592_SETTING: 0 = UNSPECIFIED SETTING
 TU1592
 TU1592  HISTORY     - Date     Condition        Report By
 TU1592  HISTORY     - 1932     MONUMENTED       CGS
 TU1592  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1592  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1592
 TU1592                          STATION DESCRIPTION
 TU1592
 TU1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1592'STATION IS 1-1/2 MILES E OF KAENA POINT, AT THE W END OF THE MANINI
 TU1592'PALI, ABOUT 300 METERS NW OF THE TOP OF THE GRADE FOR AN INCLINED
 TU1592'RAILWAY DOWN THE FACE OF THE C    LIFF.  A WINDING ROAD WAS
 TU1592'PARTIALLY CONSTRUCTED UP THE CLIFF BUT IT LEADS INTO A BLIND
 TU1592'POCKET BELOW THE STATION.
 TU1592'
 TU1592'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE IN
 TU1592'DEPRESSIONS IN OUTCROPPING BEDROCK.
 TU1592'
 TU1592'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1592
 TU1592                          STATION RECOVERY (1958)
 TU1592
 TU1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1592'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, THE
 TU1592'OLD AND NEW DIRECTIONS TO THE REFERENCE MARKS CHECK, THERE IS
 TU1592'HOWEVER AN ERROR IN THE OLD DISTANCES, A NEW ROUTE TO THE STATION
 TU1592'FOLLOWS.
 TU1592'
 TU1592'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1592'NORTH FOR 6.9 MILES TO THE END OF THE PAVEMENT AT A CEMETERY ON
 TU1592'THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.5 MILES TO A T-ROAD
 TU1592'RIGHT, TURN RIGHT AND FOLLOW THE WINDING ROAD TO THE TOP OF THE
 TU1592'HILL AND A T-INTERSECTION, TURN LEFT AND GO WEST FOR 0.6 MILE TO
 TU1592'A DIM BLADED ROAD ON THE RIGHT JUST AFTER PASSING A POWER POLE,
 TU1592'TURN RIGHT ON THE WINDING ROAD AND FOLLOW IT TO ITS END ABOUT
 TU1592'1.0 MILE, FROM END OF TRUCK TRAVEL PACK NORTH DOWN THE MAIN
 TU1592'RIDGE ABOUT 0.4 MILE TO THE STATION, A 15 MINUTE PACK.
 TU1592'
 TU1592'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1592
 TU1592                          STATION RECOVERY (1964)
 TU1592
 TU1592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1592'THE STATION MARK WAS FOUND TO BE SOLID, BUT THE CEMENT AROUND
 TU1592'EDGE OF DISK WAS BROKEN AWAY AND THERE IS A CRACK ACROSS ONE END
 TU1592'OF THE BOULDER.  THE DISK WAS RE-CEMENTED AND THE ROCK ALSO
 TU1592'RE-INFORCED.  BOTH REFERENCE MARKS WERE FOUND IN GOOD
 TU1592'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1592'
 TU1592'STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF KAENA POINT AND 1/2
 TU1592'MILE WEST OF MANINI GULCH ON A POINT AT ABOUT 840 FEET ELEVATION
 TU1592'AT THE WEST END OF MANINI PALI AND ABOUT 300 YARDS WEST FROM A
 TU1592'BURIED TELEPHONE CABLE WHICH COMES UP THE STEEP RAVINE.  A TRACK
 TU1592'ROAD NOW RUNS DOWN FROM THE RIDGE ABOVE, ENDING ABOUT 300 YARDS
 TU1592'SOUTHEAST OF STATION.
 TU1592'
 TU1592'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTHERLY
 TU1592'ON FARRINGTON HIGHWAY FOR 9.1 MILES TO A MACADAM SIDE ROAD
 TU1592'RIGHT.  FOLLOW THIS SIDE ROAD UP SIDE OF RIDGE FOR 2.0 MILES TO
 TU1592'T-JUNCTION AT TOP OF RIDGE AND A GUARD BOOTH AT RADAR SITE.  TURN
 TU1592'LEFT AND GO 0.35 MILE TO SIDE ROAD RIGHT.  GO RIGHT AND FOLLOW
 TU1592'TRACK ROAD DOWN ALONG THE BURIED CABLE FOR 0.7 MILE TO END OF
 TU1592'ROAD.  FROM HERE PACK NORTHWEST AT ABOUT SAME ELEVATION ALONG
 TU1592'RIDGE TO LEFT OF STEEP RAVINE, FOR ABOUT 300 YARDS TO STATION.
 TU1592'
 TU1592'STATION MARK IS A STANDARD DISK STAMPED MANINI 1932, CEMENTED IN
 TU1592'A DRILL HOLE IN A FLAT 2-1/2 BY 4-FOOT BOULDER PROJECTING 1
 TU1592'FOOT ABOVE GROUND.  IT IS ABOUT 40 YARDS SOUTHEAST OF EXTREME END
 TU1592'OF RIDGE AND 4 FEET EAST OF A ROCK ROW THAT IS 6 FEET LONG AND 3
 TU1592'FEET HIGH.
 TU1592'
 TU1592'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MANINI NO 1,
 TU1592'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 8 INCHES ABOVE
 TU1592'GROUND.  IT IS ALONG THE RIDGE LINE IN BRUSH AND IS 1.6 FEET
 TU1592'HIGHER THAN STATION.
 TU1592'
 TU1592'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MANINI NO
 TU1592'2, CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 4 INCHES ABOVE
 TU1592'GROUND.  IT IS ALONG THE RIDGE LINE, 10.9 FEET LOWER THAN STATION
 TU1592'AND 4 FEET SOUTHWEST OF A PROMINENT BOULDER PROJECTING 3 FEET
 TU1592'ABOVE GROUND.
 TU1592'
 TU1592'RADIO MAST IS SKELETON STEEL STRUCTURE, TRIANGULAR IN SHAPE AND
 TU1592'ABOUT 60 FEET HIGH, PAINTED ALTERNATE RED AND WHITE, AND
 TU1592'SUPPORTED BY GUY WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3108 ***********************************************************************
 TU3108  DESIGNATION -  MANINI
 TU3108  PID         -  TU3108
 TU3108  STATE/COUNTY-  HI/MAUI
 TU3108  USGS QUAD   -  LAHAINA (1992)
 TU3108
 TU3108                         *CURRENT SURVEY CONTROL
 TU3108  ___________________________________________________________________
 TU3108* NAD 83(1993)-  20 55 43.59379(N)    156 38 56.99417(W)     ADJUSTED  
 TU3108* LOCAL TIDAL -       384.3    (meters)    1261.     (feet)  VERT ANG  
 TU3108  ___________________________________________________________________
 TU3108  EPOCH DATE  -        1993.62
 TU3108  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 TU3108  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 TU3108
 TU3108  HORZ ORDER  -  FIRST
 TU3108
 TU3108.The horizontal coordinates were established by classical geodetic methods
 TU3108.and adjusted by the National Geodetic Survey in December 1998..
 TU3108.The horizontal coordinates are valid at the epoch date displayed above.
 TU3108.The epoch date for horizontal control is a decimal equivalence
 TU3108.of Year/Month/Day.
 TU3108
 TU3108.The orthometric height was determined by vertical angle observations.
 TU3108
 TU3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3108
 TU3108.The geoid height was determined by GEOID03.
 TU3108
 TU3108;                    North         East     Units Scale Factor Converg.
 TU3108;SPC HI 2     -    65,920.720   501,820.452   MT  0.99996671   +0 00 22.5
 TU3108;UTM  04      - 2,316,057.436   744,486.644   MT  1.00033875   +0 50 24.6
 TU3108
 TU3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3108!SPC HI 2     -   0.99993705  x   0.99996671  =   0.99990376
 TU3108!UTM  04      -   0.99993705  x   1.00033875  =   1.00027578
 TU3108
 TU3108|---------------------------------------------------------------------|
 TU3108| PID    Reference Object                     Distance      Geod. Az  |
 TU3108|                                                           dddmmss.s |
 TU3108| CN5901 MANINI RM 1                          13.141 METERS 28551     |
 TU3108| TU3128 HONO 1931                           APPROX. 4.3 KM 2862138.7 |
 TU3108| CN5902 MANINI RM 2                          11.984 METERS 35238     |
 TU3108|---------------------------------------------------------------------|
 TU3108
 TU3108                          SUPERSEDED SURVEY CONTROL
 TU3108
 TU3108  NAD 83(1986)-  20 55 43.55124(N)    156 38 56.96905(W) AD(       ) 1
 TU3108  OLD HI      -  20 55 55.10700(N)    156 39 07.14600(W) AD(       ) 1
 TU3108
 TU3108.Superseded values are not recommended for survey control.
 TU3108.NGS no longer adjusts projects to the OLD HI datum.
 TU3108.See file dsdata.txt to determine how the superseded data were derived.
 TU3108
 TU3108_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4448716057(NAD 83)
 TU3108
 TU3108  HISTORY     - Date     Condition        Report By
 TU3108  HISTORY     - 1882     MONUMENTED       CGS
 TU3108  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3108  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3108  HISTORY     - 1980     GOOD             LOCSUR
 TU3108
 TU3108                          STATION DESCRIPTION
 TU3108
 TU3108'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3108'THIS STATION WAS ESTABLISHED BY THE HAWAIIAN GOVERNMENT SURVEY
 TU3108'IN 1882 AND NO RECORD OF THE ORIGINAL MARK IS AVAILABLE.  IN 1928
 TU3108'THIS STATION WAS RECOVERED BY MR. C. A BROWN, OF THE PIONEER
 TU3108'SUGAR COMPANY, AND THE MARK WAS REPORTED AS BEING A PIPE SET IN
 TU3108'THE GROUND.  ALSO IN 1928 A STONE AND CONCRETE PLATFORM, 5 FEET
 TU3108'SQUARE AND 4 FEET HIGH, WAS ERECTED OVER THE STATION.  AT THE
 TU3108'TIME OF THE 1950 SURVEY THE LOWER (ORIGINAL) PIPE WAS FOUND
 TU3108'TILTED AND LOOSE IN THE SOIL.  CONSEQUENTLY, THE UPPER PIPE,
 TU3108'WHICH IS SET IN CONCRETE, WAS USED AS THE STATION.  A NEW
 TU3108'DESCRIPTION FOLLOWS.
 TU3108'
 TU3108'THE STATION IS LOCATED ON THE WESTERLY SLOPE OF A LONG CULTIVATED
 TU3108'RIDGE AND LIES ABOUT 4.5 MILES NORTHEAST OF LAHAINA, ABOUT 3
 TU3108'MILES EAST OF KAKAA POINT, ABOUT 0.7 MILE WEST OF THE FOREST
 TU3108'RESERVE BOUNDARY, ABOUT 200 FEET WEST OF A RESERVOIR AND 30 FEET
 TU3108'WEST OF A GRAVEL ROAD.
 TU3108'
 TU3108'TO REACH FROM THE COURTHOUSE IN THE TOWN OF LAHAINA.  GO WEST
 TU3108'AND NORTH, ON THE ROAD WHICH LEADS TOWARD HONOLUA, FOR 5.0
 TU3108'MILES.  TURN RIGHT AND GO EASTERLY FOR 1.3 MILES.  CONTINUE
 TU3108'STRAIGHT AHEAD, ON A DIRT ROAD, FOR 0.1 MILE.  CROSS OVER THE
 TU3108'RAILROAD TRACKS AND GO EASTERLY, ON THE MAIN TRAVELED ROAD, FOR
 TU3108'0.8 MILE.  TURN LEFT AND FOLLOW THE IRRIGATION DITCH, NORTHERLY,
 TU3108'FOR 0.2 MILE.  TURN RIGHT AND FOLLOW THE CONCRETE POWER POLES,
 TU3108'EASTERLY, FOR 0.4 MILE.  TURN LEFT AND GO NORTH FOR 0.1 MILE.
 TU3108'PASS THE POWER HOUSE AND CONTINUE NORTH FOR 0.55 MILE.  PASS
 TU3108'THROUGH A BOARD GATE, AT A SMALL CORRAL, AND GO EASTERLY, UP
 TU3108'GRADE, FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 TU3108'
 TU3108'THE STATION IS THE TOP AND CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU3108'PROJECTS ABOUT 8 INCHES FROM THE TOP OF A STONE AND CONCRETE
 TU3108'PLATFORM WHICH IS ABOUT 5 FEET SQUARE AND 4 FEET HIGH.
 TU3108
 TU3108                          STATION RECOVERY (1969)
 TU3108
 TU3108'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3108'STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS WERE
 TU3108'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3108'
 TU3108'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF LAHAINA, 1-1/2
 TU3108'MILES EAST OF PUUKOLII VILLAGE, AND 3 MILES EAST OF THE KAANAPALI
 TU3108'HOTEL, AT ABOUT 1263 FEET ELEVATION, ON A BRUSHY HILLSIDE
 TU3108'SURROUNDED BY CANE FIELDS.
 TU3108'
 TU3108'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3108'ON PAPALAUA ST. FOR 0.2 MILE.  TURN LEFT AND GO NORTHWEST ON
 TU3108'STATE HIGHWAY 30 FOR 4.35 MILES TO CROSSROAD.  TURN RIGHT, ON
 TU3108'PUUKOLII ROAD, AND GO 1.3 MILES TO CENTER OF PUUKOLII VILLAGE.
 TU3108'BEAR RIGHT AND GO 0.05 MILE TO A T-JUNCTION OUT BY PUMPING STATION
 TU3108'IN CANE FIELDS.  TURN LEFT AND GO 0.25 MILE TO FORK.  TAKE LEFT
 TU3108'FORK AND GO 1.05 MILE TO 2ND CANAL CROSSING AND CROSSROAD.  TURN
 TU3108'LEFT AND GO 0.5 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO
 TU3108'UPGRADE FOR 0.3 MILE TO SIDE ROAD RIGHT.  GO RIGHT FOR 60
 TU3108'YARDS, THEN TAKE LEFT FORK AND GO UP STEEP ROAD ALONG EDGE
 TU3108'OF CANE FIELD FOR 0.15 MILE TO WIRE GATE ON RIGHT, AND STATION
 TU3108'IN THE BRUSHY PASTURE.
 TU3108'
 TU3108'STATION IS MARKED BY A 2-1/2-INCH IRON PIPE PROJECTING 5 INCHES
 TU3108'FROM THE TOP OF A 16-INCH-SQUARE, CONCRETE BLOCK THAT PROJECTS
 TU3108'5 INCHES FROM GROUND.  A TYPE-A SIGNAL IS CENTERED OVER THE
 TU3108'MARK, WITH THE 6-FOOT-SQUARE CONCRETE PLATFORM 4 FEET ABOVE
 TU3108'GROUND.  A RED AND WHITE METAL TARGET EXTENDS 7 FEET ABOVE THE
 TU3108'PLATFORM.  STATION IS 66 FEET SOUTHWEST OF THE WIRE GATE AND 35
 TU3108'FEET SOUTHEAST OF A LONG ROW OF VERY LARGE BOULDERS.
 TU3108'
 TU3108'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MANINI HGS
 TU3108'1882 NO 1 1969, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU3108'5-FOOT-DIAMETER BOULDER THAT PROJECTS 4 FEET ABOVE GROUND.  THE
 TU3108'MARK IS 2 FEET LOWER THAN STATION MARK.
 TU3108'
 TU3108'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MANINI HGS
 TU3108'1882 NO 2 1969, CEMENTED IN A DRILL HOLE IN THE SOUTH END OF A
 TU3108'4 X 6-FOOT BOULDER PROJECTING 2 FEET ABOVE GROUND.  IT IS IN THE
 TU3108'ROW OF BOULDERS AND IS 1.7 FEET LOWER THAN STATION MARK.
 TU3108
 TU3108                          STATION RECOVERY (1980)
 TU3108
 TU3108'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (PNS)
 TU3108'STATION RECOVERED GOOD.
 TU3108'
 TU3108'AS FOR FORM 525 DATED 1950 WITH FOLLOWING ADDITIONS.  PLATFORM IS
 TU3108'6 FT. SQUARE AND 3 FT. ABOVE GROUND.  THE PLATFORM IS INSCRIBED
 TU3108'IN CONCRETE MANINI STATION MARK MAY 26 1928.
 TU3108'
 TU3108'(NOTE--DATE MIGHT NOT BE EXACTLY CORRECT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2181 ***********************************************************************
 TU2181  DESIGNATION -  MANOWAEOPAE 3 1913
 TU2181  PID         -  TU2181
 TU2181  STATE/COUNTY-  HI/HAWAII
 TU2181  USGS QUAD   -  PAPAALOA (1980)
 TU2181
 TU2181                         *CURRENT SURVEY CONTROL
 TU2181  ___________________________________________________________________
 TU2181* NAD 83(1993)-  19 59 03.86669(N)    155 13 54.11094(W)     ADJUSTED  
 TU2181* LOCAL TIDAL -       104.     (meters)     341.     (feet)  SCALED    
 TU2181  ___________________________________________________________________
 TU2181  EPOCH DATE  -        1993.62
 TU2181  LAPLACE CORR-         -18.86  (seconds)                    DEFLEC99
 TU2181  GEOID HEIGHT-          18.40  (meters)                     GEOID03
 TU2181
 TU2181  HORZ ORDER  -  THIRD
 TU2181
 TU2181.The horizontal coordinates were established by classical geodetic methods
 TU2181.and adjusted by the National Geodetic Survey in December 1998..
 TU2181.The horizontal coordinates are valid at the epoch date displayed above.
 TU2181.The epoch date for horizontal control is a decimal equivalence
 TU2181.of Year/Month/Day.
 TU2181
 TU2181.The orthometric height was scaled from a topographic map.
 TU2181
 TU2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2181
 TU2181.The geoid height was determined by GEOID03.
 TU2181
 TU2181;                    North         East     Units Scale Factor Converg.
 TU2181;SPC HI 1     -   127,438.705   528,078.983   MT  0.99997641   +0 05 30.1
 TU2181;UTM  05      - 2,211,310.652   266,484.236   MT  1.00027402   -0 45 47.0
 TU2181
 TU2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2181!SPC HI 1     -   0.99998076  x   0.99997641  =   0.99995717
 TU2181!UTM  05      -   0.99998076  x   1.00027402  =   1.00025478
 TU2181
 TU2181                          SUPERSEDED SURVEY CONTROL
 TU2181
 TU2181  NAD 83(1986)-  19 59 03.84359(N)    155 13 54.11183(W) AD(       ) 3
 TU2181  OLD HI      -  19 59 14.85600(N)    155 14 04.09600(W) AD(       ) 3
 TU2181
 TU2181.Superseded values are not recommended for survey control.
 TU2181.NGS no longer adjusts projects to the OLD HI datum.
 TU2181.See file dsdata.txt to determine how the superseded data were derived.
 TU2181
 TU2181_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6648411311(NAD 83)
 TU2181
 TU2181  HISTORY     - Date     Condition        Report By
 TU2181  HISTORY     - 1913     MONUMENTED       CGS
 TU2181  HISTORY     - 1964     SEE DESCRIPTION  USGS
 TU2181  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2181
 TU2181                          STATION DESCRIPTION
 TU2181
 TU2181'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2181'ESTABLISHED BY HAWAIIAN GOVERNMENT SURVEY.  ON NORTHEAST COAST OF
 TU2181'HAWAII, ON THE EXTREME EDGE OF THE BLUFF ABOUT 150 METERS EAST OF
 TU2181'LAUPAHOEHOE RAILROAD STATION, WHICH IS NOT AT THE TOWN OF THAT NAME
 TU2181'BUT ON TOP OF THE CLIFFS ABOUT 3/4 MILE TO THE EAST.  ABOUT 30
 TU2181'METERS EAST OF THE STATION, BETWEEN IT AND PAPAALOA, IS A DEEP
 TU2181'BUT NARROW GULCH.  THE FLAGSTAFF OF THE RAILROAD STATION BEARS S.
 TU2181'85 DEG E. AND IT AND THE NEAR OR EAST CORNER OF THE ROOF ARE
 TU2181'EXACTLY ON RANGE FROM THE STATION, WHICH MAY BE FOUND BY
 TU2181'FOLLOWING THIS RANGE CLOSELY TILL IT CUTS THE CLIFF EDGE,
 TU2181'WHERE THE STATION WILL BE FOUND DISTANT 1 METER FROM EDGE.
 TU2181'MARKED BY A TRUNCATED CONE OF CONCRETE EXTENDING DOWN INTO THE
 TU2181'GROUND ABOUT 2-1/2 FEET.  BOTTOM OF CONE IS 1.9 FEET IN
 TU2181'DIAMETER, TOP ABOUT 5 INCHES.  CENTERED WITH A 1-INCH
 TU2181'GALVANIZED IRON PIPE PROTRUDING ABOUT 5 INCHES ABOVE THE
 TU2181'CONCRETE.
 TU2181
 TU2181                          STATION RECOVERY (1964)
 TU2181
 TU2181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TU2181'STATION DESTROYED.  BLUFF CAVED IN, BELIEVE STATION DESTROYED BY
 TU2181'TIDAL WAVE.
 TU2181
 TU2181                          STATION RECOVERY (1966)
 TU2181
 TU2181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2181'STATION WAS NOT RECOVERED.  IT IS BELIEVED THAT PART OF THE CLIFF
 TU2181'HAS FALLEN OFF AND THE STATION LOST AS IT WAS ONLY 1 METER FROM THE
 TU2181'EDGE ORIGINALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2020 ***********************************************************************
 TU2020  DESIGNATION -  MANU
 TU2020  PID         -  TU2020
 TU2020  STATE/COUNTY-  HI/KAUAI
 TU2020  USGS QUAD   -  MAKAHA POINT (1983)
 TU2020
 TU2020                         *CURRENT SURVEY CONTROL
 TU2020  ___________________________________________________________________
 TU2020* NAD 83(1993)-  22 07 24.93561(N)    159 39 55.50034(W)     ADJUSTED  
 TU2020* LOCAL TIDAL -      1151.554  (meters)    3778.06   (feet)  ADJ UNCH  
 TU2020  ___________________________________________________________________
 TU2020  EPOCH DATE  -        1993.62
 TU2020  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 TU2020  GEOID HEIGHT-          16.75  (meters)                     GEOID03
 TU2020
 TU2020  HORZ ORDER  -  SECOND
 TU2020  VERT ORDER  -  SECOND    CLASS 0
 TU2020
 TU2020.The horizontal coordinates were established by classical geodetic methods
 TU2020.and adjusted by the National Geodetic Survey in December 1998..
 TU2020.The horizontal coordinates are valid at the epoch date displayed above.
 TU2020.The epoch date for horizontal control is a decimal equivalence
 TU2020.of Year/Month/Day.
 TU2020
 TU2020.The orthometric height was key entered from printed documents
 TU2020.and not key verified.
 TU2020
 TU2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2020
 TU2020.The geoid height was determined by GEOID03.
 TU2020
 TU2020;                    North         East     Units Scale Factor Converg.
 TU2020;SPC HI 4     -    32,149.430   482,933.704   MT  0.99999360   -0 03 44.3
 TU2020;UTM  04      - 2,446,657.181   431,373.683   MT  0.99965819   -0 15 02.2
 TU2020
 TU2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2020!SPC HI 4     -   0.99981642  x   0.99999360  =   0.99981002
 TU2020!UTM  04      -   0.99981642  x   0.99965819  =   0.99947467
 TU2020
 TU2020|---------------------------------------------------------------------|
 TU2020| PID    Reference Object                     Distance      Geod. Az  |
 TU2020|                                                           dddmmss.s |
 TU2020| TU0791 KOKEE                               318.064 METERS 00406     |
 TU2020| TU2000 FEEDHORN FPS/16 BS TWR              469.529 METERS 2034243.9 |
 TU2020| TU3482 MANU RM 1                             8.948 METERS 21100     |
 TU2020| TU2021 FPS/16 RADAR CENTER AXIS             16.027 METERS 23256     |
 TU2020|---------------------------------------------------------------------|
 TU2020
 TU2020                          SUPERSEDED SURVEY CONTROL
 TU2020
 TU2020  NAD 83(1986)-  22 07 24.90142(N)    159 39 55.52329(W) AD(       ) 2
 TU2020  OLD HI      -  22 07 36.20200(N)    159 40 05.59100(W) AD(       ) 2
 TU2020
 TU2020.Superseded values are not recommended for survey control.
 TU2020.NGS no longer adjusts projects to the OLD HI datum.
 TU2020.See file dsdata.txt to determine how the superseded data were derived.
 TU2020
 TU2020_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3137446657(NAD 83)
 TU2020_MARKER: DS = TRIANGULATION STATION DISK
 TU2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2020_SP_SET: SQUARE CONCRETE MONUMENT
 TU2020_STAMPING: MANU 1961
 TU2020_MARK LOGO: CGS   
 TU2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2020+STABILITY: SURFACE MOTION
 TU2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU2020+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TU2020
 TU2020  HISTORY     - Date     Condition        Report By
 TU2020  HISTORY     - 1961     MONUMENTED       CGS
 TU2020  HISTORY     - 1964     GOOD             CGS
 TU2020  HISTORY     - 19640801 GOOD             CGS
 TU2020  HISTORY     - 1986     GOOD
 TU2020  HISTORY     - 19970610 GOOD             USPSQD
 TU2020
 TU2020                          STATION DESCRIPTION
 TU2020
 TU2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2020'STATION NOT OCCUPIED AT THIS TIME.
 TU2020'
 TU2020'THE STATION IS LOCATED ON KAUAI ISLAND, ABOUT 12 MILES, AIRLINE,
 TU2020'NORTH OF THE TOWN OF WAIMEA AND 0.6 MILE WEST OF STATE HIGHWAY 55.
 TU2020'
 TU2020'THE STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED AND
 TU2020'FOUND IN GOOD CONDITION.  NO REFERENCE MARK NUMBER 2 WERE
 TU2020'ESTABLISHED IN 1961.  A COMPLETE DESCRIPTION FOLLOWS.
 TU2020'
 TU2020'TO REACH THE STATION FROM THE KOKEE STATE PARK HEADQUARTERS, GO
 TU2020'SOUTHERLY ON STATE HIGHWAY 55 FOR 1.2 MILES TO A SIDE ROAD RIGHT
 TU2020'AND A SIGN, KOKEE MISSILE TRACKING STATION, TURN RIGHT AND GO
 TU2020'WEST AND NORTH ON A PAVED ROAD FOR 0.5 MILE TO A SECURITY POST,
 TU2020'CONTINUE AHEAD FOR 0.05 MILE TO A SECURITY FENCE AND A FPS 16
 TU2020'BUILDING AND THE STATION LOCATED ON THE NORTH END OF THE
 TU2020'BUILDING.
 TU2020'
 TU2020'THE STATION MARK, A STANDARD DISK, STAMPED MANU 1961, SET IN THE
 TU2020'TOP OF A 4-INCH SQUARE CONCRETE BLOCK PROJECTING 1-INCH ABOVE THE
 TU2020'TOP OF THE BUILDING.  IT IS LOCATED ON THE TOP OF THE NORTH
 TU2020'SIDE OF THE BUILDING, 10 FEET SOUTH OF THE NORTH EDGE OF THE
 TU2020'BUILDING AND 12 FEET WEST OF THE EAST SIDE OF THE BUILDING.
 TU2020'
 TU2020'REFERENCE MARK NUMBER 1, A STANDARD DISK, STAMPED MANU NO 1 1961,
 TU2020'SET IN THE TOP OF A 4-INCH SQUARE CONCRETE BLOCK PROJECTING
 TU2020'1-INCH ABOVE THE TOP OF BUILDING.  IT IS LOCATED ON THE EAST SIDE
 TU2020'OF THE BUILDING, 6 FEET WEST OF THE EAST SIDE OF THE BUILDING.
 TU2020
 TU2020                          STATION RECOVERY (1964)
 TU2020
 TU2020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 TU2020'STATION NOT OCCUPIED AT THIS TIME.  THE STATION IS LOCATED ON KAUAI
 TU2020'ISLAND, ABOUT 12 MI (19.3 KM) AIRLINE, NORTH OF THE TOWN OF WAIMEA
 TU2020'AND 0.6 MI (1.0 KM) WEST OF STATE HIGHWAY 55.  TO REACH THE STATION
 TU2020'FROM THE KOKEE STATE PARK HEADQUARTERS, GO SOUTHERLY ON STATE HIGHWAY
 TU2020'55 FOR 1.2 MI (1.9 KM) TO A SIDE ROAD RIGHT AND A SIGN, KOKEE MISSILE
 TU2020'TRACKING STATION, TURN RIGHT AND GO WEST AND NORTH ON A PAVED ROAD
 TU2020'FOR 0.5 MI (0.8 KM) TO A SECURITY POST, CONTINUE AHEAD FOR 0.05 MI
 TU2020'(0.08 KM) TO A SECURITY FENCE AND A FPS 16 BUILDING AND THE STATION
 TU2020'LOCATED ON THE NORTH END OF THE BUILDING.  IT IS LOCATED ON THE TOP
 TU2020'OF THE NORTH SIDE OF THE BUILDING, 10 FT (3.0 M) SOUTH OF THE NORTH
 TU2020'EDGE OF THE BUILDING AND 12 FT (3.7 M) WEST OF THE EAST SIDE OF THE
 TU2020'BUILDING.  A STANDARD DISK, STAMPED MANU 1961, SET IN THE TOP OF A
 TU2020'4-INCH SQUARE CONCRETE BLOCK PROJECTING 1 INCH ABOVE THE TOP OF THE
 TU2020'BUILDING.
 TU2020
 TU2020                          STATION RECOVERY (1986)
 TU2020
 TU2020'RECOVERED 1986
 TU2020'RECOVERED IN GOOD CONDITION.
 TU2020
 TU2020                          STATION RECOVERY (1997)
 TU2020
 TU2020'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3482 ***********************************************************************
 TU3482  DESIGNATION -  MANU RM 1
 TU3482  PID         -  TU3482
 TU3482  STATE/COUNTY-  HI/KAUAI
 TU3482  USGS QUAD   -  MAKAHA POINT (1983)
 TU3482
 TU3482                         *CURRENT SURVEY CONTROL
 TU3482  ___________________________________________________________________
 TU3482* NAD 83(1986)-  22 07 25.     (N)    159 39 55.     (W)     SCALED    
 TU3482* LOCAL TIDAL -      1151.570  (meters)    3778.11   (feet)  ADJ UNCH  
 TU3482  ___________________________________________________________________
 TU3482  GEOID HEIGHT-          16.75  (meters)                     GEOID03
 TU3482
 TU3482  VERT ORDER  -  SECOND    CLASS 0
 TU3482
 TU3482.The horizontal coordinates were scaled from a topographic map and have
 TU3482.an estimated accuracy of +/- 6 seconds.
 TU3482
 TU3482.The orthometric height was key entered from printed documents
 TU3482.and not key verified.
 TU3482
 TU3482.The geoid height was determined by GEOID03.
 TU3482
 TU3482;                    North         East    Units  Estimated Accuracy
 TU3482;SPC HI 4     -    32,150.      482,950.      MT  (+/- 180 meters Scaled)
 TU3482
 TU3482                          SUPERSEDED SURVEY CONTROL
 TU3482
 TU3482.No superseded survey control is available for this station.
 TU3482
 TU3482_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK313466(NAD 83)
 TU3482_MARKER: DR = REFERENCE MARK DISK
 TU3482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3482_SP_SET: SQUARE CONCRETE MONUMENT
 TU3482_STAMPING: MANU NO 1 1961
 TU3482_MARK LOGO: CGS   
 TU3482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3482+STABILITY: SURFACE MOTION
 TU3482
 TU3482  HISTORY     - Date     Condition        Report By
 TU3482  HISTORY     - 1961     MONUMENTED       CGS
 TU3482  HISTORY     - 19640801 GOOD             CGS
 TU3482
 TU3482                          STATION DESCRIPTION
 TU3482
 TU3482'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU3482'ON KAUAI ISLAND, ABOUT 12 MI (19.3 KM) AIRLINE, NORTH OF THE TOWN OF
 TU3482'WAIMEA AND 0.6 MI (1.0 KM) WEST OF STATE HIGHWAY 55.  TO REACH THE
 TU3482'MARK FROM THE KOKEE STATE PARK HEADQUARTERS, GO SOUTHERLY ON STATE
 TU3482'HIGHWAY 55 FOR 1.2 MI (1.9 KM) TO A SIDE ROAD RIGHT AND A SIGN, KOKEE
 TU3482'MISSILE TRACKING STATION, TURN RIGHT AND GO WEST AND NORTH ON A PAVED
 TU3482'ROAD FOR 0.5 MI (0.8 KM) TO A SECURITY POST, CONTINUE AHEAD FOR 0.05
 TU3482'MI (0.08 KM) TO A SECURITY FENCE AND A FPS 16 BUILDING.  ON THE EAST
 TU3482'SIDE OF THE BUILDING, 6 FT (1.8 M) WEST OF THE EAST SIDE OF THE
 TU3482'BUILDING.  A STANDARD DISK, STAMPED MANU NO 1 1961, SET IN THE TOP OF
 TU3482'A 4-INCH SQUARE CONCRETE BLOCK PROJECTING 1 INCH ABOVE THE TOP OF
 TU3482'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3233 ***********************************************************************
 TU3233  DESIGNATION -  MANUI
 TU3233  PID         -  TU3233
 TU3233  STATE/COUNTY-  HI/MAUI
 TU3233  USGS QUAD   -  
 TU3233
 TU3233                         *CURRENT SURVEY CONTROL
 TU3233  ___________________________________________________________________
 TU3233* NAD 83(1993)-  20 47 44.11013(N)    156 59 24.40422(W)     ADJUSTED  
 TU3233* LOCAL TIDAL -        30.     (meters)      98.     (feet)  SCALED    
 TU3233  ___________________________________________________________________
 TU3233  EPOCH DATE  -        1993.62
 TU3233  LAPLACE CORR-           9.56  (seconds)                    DEFLEC99
 TU3233  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU3233
 TU3233  HORZ ORDER  -  THIRD
 TU3233
 TU3233.The horizontal coordinates were established by classical geodetic methods
 TU3233.and adjusted by the National Geodetic Survey in December 1998..
 TU3233.The horizontal coordinates are valid at the epoch date displayed above.
 TU3233.The epoch date for horizontal control is a decimal equivalence
 TU3233.of Year/Month/Day.
 TU3233
 TU3233.The orthometric height was scaled from a topographic map.
 TU3233
 TU3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3233
 TU3233.The geoid height was determined by GEOID03.
 TU3233
 TU3233;                    North         East     Units Scale Factor Converg.
 TU3233;SPC HI 2     -    51,208.705   466,326.645   MT  0.99998067   -0 06 53.4
 TU3233;UTM  04      - 2,300,827.966   709,200.629   MT  1.00014089   +0 42 49.8
 TU3233
 TU3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3233!SPC HI 2     -   0.99999284  x   0.99998067  =   0.99997351
 TU3233!UTM  04      -   0.99999284  x   1.00014089  =   1.00013373
 TU3233
 TU3233|---------------------------------------------------------------------|
 TU3233| PID    Reference Object                     Distance      Geod. Az  |
 TU3233|                                                           dddmmss.s |
 TU3233| CN5903 MANUI RM 1                            8.980 METERS 14906     |
 TU3233| CN5904 MANUI RM 2                           12.560 METERS 19637     |
 TU3233| TU3270 KAAPA                               APPROX. 8.7 KM 3280812.3 |
 TU3233|---------------------------------------------------------------------|
 TU3233
 TU3233                          SUPERSEDED SURVEY CONTROL
 TU3233
 TU3233  NAD 83(1986)-  20 47 44.06735(N)    156 59 24.36724(W) AD(       ) 3
 TU3233  OLD HI      -  20 47 55.49000(N)    156 59 34.47100(W) AD(       ) 3
 TU3233
 TU3233.Superseded values are not recommended for survey control.
 TU3233.NGS no longer adjusts projects to the OLD HI datum.
 TU3233.See file dsdata.txt to determine how the superseded data were derived.
 TU3233
 TU3233_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0920100828(NAD 83)
 TU3233_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3233_SETTING: 80 = SET IN A BOULDER
 TU3233_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3233
 TU3233  HISTORY     - Date     Condition        Report By
 TU3233  HISTORY     - 1927     MONUMENTED       CGS
 TU3233  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3233  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3233
 TU3233                          STATION DESCRIPTION
 TU3233
 TU3233'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3233'ON WEST COAST OF LANAI, ON ROCKY POINT ON SOUTH SIDE OF
 TU3233'KALAMAIKI GULCH, ABOUT 2/3 MILE NORTH OF KAUMALAPAU
 TU3233'HARBOR.  STATION IS ABOUT 10 METERS BACK FROM EDGE OF CLIFF AND
 TU3233'ABOUT 30 FEET ABOVE HIGH WATER.  BEST APPROACHED BY LANDING IN
 TU3233'SMALL BIGHT BETWEEN KALAMANUI AND KALAMAIKI GULCHES.  MARKED
 TU3233'ACCORDING TO NOTE 4, STANDARD DISK IN BOWLDER.  REFERENCE MARKS,
 TU3233'NOTE 12C, STANDARD REFERENCE DISKS IN BOWLDERS, WERE SET AT THE
 TU3233'FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 8.98
 TU3233'METERS (29.46 FEET), 329 DEG 06 MIN--NO. 2, 12.56 METERS (41.21
 TU3233'FEET), 16 DEG 37 MIN.
 TU3233
 TU3233                          STATION RECOVERY (1962)
 TU3233
 TU3233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3233'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU3233'HOWEVER THERE IS A DISCREPANCY IN THE STAMPING OF THE MARKS.  A
 TU3233'COMPLETE DESCRIPTION FOLLOWS--
 TU3233'
 TU3233'STATION IS LOCATED ON THE WEST COAST OF LANAI ISLAND, ABOUT 3/4
 TU3233'MILE NORTH OF KAUMALAPAU HARBOR, ON THE ROCKY POINT ON THE SOUTH
 TU3233'SIDE OF KALAMAIKI GULCH, ABOUT 30 FEET ABOVE SEA LEVEL.
 TU3233'
 TU3233'TO REACH STATION FROM THE WHARF AT KAUMALAPAU HARBOR, PACK
 TU3233'NORTHERLY ALONG COAST-LINE FOR ABOUT 3/4 MILE.
 TU3233'
 TU3233'STATION MARK IS A STANDARD DISK STAMPED MANIU 1927, CEMENTED
 TU3233'IN A DRILL HOLE IN BEDROCK ABOUT 10 YARDS EAST OF EDGE OF CLIFF.
 TU3233'
 TU3233'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MANIU 1927,
 TU3233'CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT PROJECTS 20
 TU3233'INCHES ABOVE GROUND.  IT IS ABOUT 35 FEET SOUTHEAST OF
 TU3233'NORTHWEST EDGE OF CLIFF.
 TU3233'
 TU3233'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MANIU 1927,
 TU3233'CEMENTED IN A DRILL HOLE IN A 6 X 8-FOOT BEDROCK LEDGE THAT
 TU3233'PROJECTS ABOUT 3 FEET ABOVE GROUND.  IT IS ABOUT 10 FEET EAST OF
 TU3233'EDGE OF CLIFF.
 TU3233
 TU3233                          STATION RECOVERY (1964)
 TU3233
 TU3233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HJS)
 TU3233'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2469 ***********************************************************************
 TU2469  DESIGNATION -  MANUKA
 TU2469  PID         -  TU2469
 TU2469  STATE/COUNTY-  HI/HAWAII
 TU2469  USGS QUAD   -  POHUE BAY (1995)
 TU2469
 TU2469                         *CURRENT SURVEY CONTROL
 TU2469  ___________________________________________________________________
 TU2469* NAD 83(1993)-  19 05 42.18222(N)    155 48 35.07989(W)     ADJUSTED  
 TU2469* LOCAL TIDAL -       559.6    (meters)    1836.     (feet)  VERT ANG  
 TU2469  ___________________________________________________________________
 TU2469  EPOCH DATE  -        1993.62
 TU2469  LAPLACE CORR-          12.84  (seconds)                    DEFLEC99
 TU2469  GEOID HEIGHT-          17.98  (meters)                     GEOID03
 TU2469
 TU2469  HORZ ORDER  -  SECOND
 TU2469
 TU2469.The horizontal coordinates were established by classical geodetic methods
 TU2469.and adjusted by the National Geodetic Survey in December 1998..
 TU2469.The horizontal coordinates are valid at the epoch date displayed above.
 TU2469.The epoch date for horizontal control is a decimal equivalence
 TU2469.of Year/Month/Day.
 TU2469
 TU2469.The orthometric height was determined by vertical angle observations.
 TU2469
 TU2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2469
 TU2469.The geoid height was determined by GEOID03.
 TU2469
 TU2469;                    North         East     Units Scale Factor Converg.
 TU2469;SPC HI 1     -    28,997.773   467,405.912   MT  0.99997979   -0 06 04.8
 TU2469;UTM  05      - 2,113,717.483   204,349.245   MT  1.00068066   -0 55 11.4
 TU2469
 TU2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2469!SPC HI 1     -   0.99990921  x   0.99997979  =   0.99988900
 TU2469!UTM  05      -   0.99990921  x   1.00068066  =   1.00058981
 TU2469
 TU2469:                Primary Azimuth Mark                     Grid Az
 TU2469:SPC HI 1     -  MANUKA AZ MK                             019 23 16.2
 TU2469:UTM  05      -  MANUKA AZ MK                             020 12 22.8
 TU2469
 TU2469|---------------------------------------------------------------------|
 TU2469| PID    Reference Object                     Distance      Geod. Az  |
 TU2469|                                                           dddmmss.s |
 TU2469| CN5905 MANUKA AZ MK                                       0191711.4 |
 TU2469| CN5907 MANUKA RM 2                          18.014 METERS 02152     |
 TU2469| TU2467 KAHUKU NW BASE                      APPROX. 3.8 KM 1075545.8 |
 TU2469| CN5906 MANUKA RM 1                          23.514 METERS 34643     |
 TU2469|---------------------------------------------------------------------|
 TU2469
 TU2469                          SUPERSEDED SURVEY CONTROL
 TU2469
 TU2469  NAD 83(1986)-  19 05 42.17751(N)    155 48 35.12465(W) AD(       ) 2
 TU2469  OLD HI      -  19 05 52.99700(N)    155 48 45.16300(W) AD(       ) 2
 TU2469
 TU2469.Superseded values are not recommended for survey control.
 TU2469.NGS no longer adjusts projects to the OLD HI datum.
 TU2469.See file dsdata.txt to determine how the superseded data were derived.
 TU2469
 TU2469_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0434913717(NAD 83)
 TU2469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2469_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2469
 TU2469  HISTORY     - Date     Condition        Report By
 TU2469  HISTORY     - 1948     MONUMENTED       CGS
 TU2469  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2469  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2469
 TU2469                          STATION DESCRIPTION
 TU2469
 TU2469'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2469'THE STATION IS LOCATED ON A WOODED SLOPE ABOUT 9 MILES SOUTHEAST
 TU2469'OF MILOLII, ABOUT 3 MILES SOUTHEAST OF THE SOUTHERN BOUNDARY OF
 TU2469'THE SOUTH KONA DISTRICT, ABOUT 0.3 MILE WEST OF THE HIGHWAY WHICH
 TU2469'RUNS BETWEEN CAPTAIN COOK AND NAALEHU AND ABOUT 100 FEET SOUTHEAST
 TU2469'OF A TRACK ROAD.  HIGHER GROUND IS TO THE EASTWARD.
 TU2469'
 TU2469'TO REACH FROM THE SCHOOL HOUSE AND CHURCH IN WAIOHINU.  GO WEST
 TU2469'AND NORTH ON THE ROAD WHICH LEADS TOWARD CAPTAIN COOK FOR 4.0 MILES,
 TU2469'CONTINUE STRAIGHT AHEAD, NORTHWESTERLY, FOR 10.7 MILES.  TURN LEFT,
 TU2469'ONTO A TRACK ROAD, AND GO WESTERLY, DOWN GRADE, FOR 0.3 MILES TO
 TU2469'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHEAST FOR
 TU2469'ABOUT 100 FEET TO LOWER GROUND AND THE STATION.
 TU2469'
 TU2469'THE STATION IS A STANDARD DISK, UNSTAMPED, SET INTO AN IRREGULAR
 TU2469'MASS OF CONCRETE WHICH IS ABOUT 1 FOOT BELOW THE SURFACE OF THE
 TU2469'SURROUNDING ROCK.
 TU2469'
 TU2469'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, UNSTAMPED, SET INTO
 TU2469'A DRILL HOLE IN A BOULDER WHICH IS ABOUT 5 FEET IN DIAMETER,
 TU2469'PROJECTS 5 FEET AND IS ABOUT 6 FEET HIGHER THAN THE STATION.
 TU2469'
 TU2469'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, UNSTAMPED, SET INTO
 TU2469'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 FEET AND IS ABOUT
 TU2469'4 FEET HIGHER THAN THE STATION.
 TU2469'
 TU2469'A 2-1/2 X 2-1/2 BLACK AND WHITE POLE HAS BEEN PLUMBED OVER THIS
 TU2469'STATION AND A CAIRN OF ROCKS BUILT AROUND THE POLE.
 TU2469
 TU2469                          STATION RECOVERY (1958)
 TU2469
 TU2469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2469'STATION RECOVERED AS DESCRIBED EXCEPT THE STATION LIES ABOUT 250
 TU2469'FEET SOUTHEAST OF THE DIM TRACK ROAD AND ABOUT 270 FEET SOUTHEAST OF
 TU2469'AN OLD LAVA CHANNEL.  THE STATION MARK IS STAMPED MANUKA 1948.
 TU2469'
 TU2469'REFERENCE MARK 1 IS STAMPED MANUKA 1 1948.
 TU2469'
 TU2469'REFERENCE MARK 2 IS STAMPED MANUKA 2 1948.
 TU2469
 TU2469                          STATION RECOVERY (1968)
 TU2469
 TU2469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2469'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2469'CONDITION.  DISTANCE TO REFERENCE MARKS WAS CHECKED AND FOUND
 TU2469'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2469'
 TU2469'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MILOLII, 1-1/2 MILES
 TU2469'EAST-SOUTHEAST OF MANUKA STATE PARK, 1450 FEET SOUTH-SOUTHWEST OF
 TU2469'STATE HIGHWAY 11, AND ACROSS HIGHWAY FROM THE SOUTHWEST CORNER OF
 TU2469'THE HAWAIIAN OCEAN VIEW ESTATES, IN HEAVILY-WOODED AREA, ABOUT 180
 TU2469'FEET SOUTHEAST OF A TRACK ROAD, AND AT THE SOUTH END OF A
 TU2469'CLEARING THROUGH THE TIMBER BETWEEN STATION AND AZIMUTH MARK.
 TU2469'
 TU2469'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2469'STATE HIGHWAY 11 FOR 24.5 MILES TO MANUKA STATE PARK ON
 TU2469'LEFT.  CONTINUE FOR 1.6 MILES TO POWER POLE 345 ON LEFT, TELEPHONE
 TU2469'POLE 301 ON RIGHT, AND A TRACK ROAD GOING BACK SHARP RIGHT, 0.2
 TU2469'MILE BEFORE REACHING ALOHA BLVD.  TURN RIGHT AND FOLLOW TRACK ROAD
 TU2469'INTO FOREST FOR 0.25 MILE TO AZIMUTH MARK ON LEFT.  CONTINUE
 TU2469'SOUTHWEST ON THE TRACK ROAD FOR 0.1 MILE TO END OF TRUCK TRAVEL.
 TU2469'PACK SOUTHERLY, SLIGHTLY DOWNGRADE, FOR ABOUT 80 YARDS TO
 TU2469'END OF CLEARED STRIP AND STATION.
 TU2469'
 TU2469'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN CONCRETE AT
 TU2469'ABOUT SAME ELEVATION AS GROUND.  THERE IS A LARGE, 7-FOOT-DIAMETER
 TU2469'CAIRN, 4 FEET HIGH, CENTERED OVER THE MARK.  STATION ELEVATION IS
 TU2469'1835 FEET, AND THE AZIMUTH MARK IS CONSIDERABLY HIGHER THAN
 TU2469'STATION.
 TU2469'
 TU2469'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MANUKA 1 1948,
 TU2469'CEMENTED IN A DRILL HOLE IN AN 8-FOOT-DIAMETER LAVA KNOB THAT
 TU2469'PROJECTS 4 FEET ABOVE GROUND.  IT IS ABOUT 7 FEET HIGHER THAN
 TU2469'STATION MARK.
 TU2469'
 TU2469'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MANUKA 2
 TU2469'1948, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE THAT PROJECTS 3
 TU2469'FEET ABOVE GROUND.  IT IS IN THE MIDDLE OF THE CLEARED STRIP TO
 TU2469'AZIMUTH MARK, AND IS ABOUT 6 FEET HIGHER THAN STATION MARK.
 TU2469'
 TU2469'AZIMUTH MARK IS A STANDARD DISK, STAMPED MANUKA 1948, CEMENTED IN
 TU2469'A DRILL HOLE IN THE TOP OF A KNOB ON A BEDROCK LEDGE.  IT IS 5-1/2
 TU2469'FEET SOUTHEAST OF THE SOUTHEAST TRACK OF THE ROAD, 2-1/2 FEET EAST
 TU2469'OF A WHITE WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 TU2469'THE CLEARING TO THE STATION IS VERY NOTICEABLE, BEARING OFF TO
 TU2469'LEFT ON A 20 DEG ANGLE FROM THE ROAD.
 TU2469'
 TU2469'NOTE--THE REMAINS OF AN OLD POLE TOWER ARE SCATTERED AROUND
 TU2469'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3321 ***********************************************************************
 TU3321  DESIGNATION -  MAPULEHU
 TU3321  PID         -  TU3321
 TU3321  STATE/COUNTY-  HI/MAUI
 TU3321  USGS QUAD   -  
 TU3321
 TU3321                         *CURRENT SURVEY CONTROL
 TU3321  ___________________________________________________________________
 TU3321* NAD 83(1993)-  21 04 01.66385(N)    156 48 07.58840(W)     ADJUSTED  
 TU3321* LOCAL TIDAL -         2.     (meters)       7.     (feet)  VERT ANG  
 TU3321  ___________________________________________________________________
 TU3321  EPOCH DATE  -        1993.62
 TU3321  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 TU3321  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU3321
 TU3321  HORZ ORDER  -  SECOND
 TU3321
 TU3321.The horizontal coordinates were established by classical geodetic methods
 TU3321.and adjusted by the National Geodetic Survey in December 1998..
 TU3321.The horizontal coordinates are valid at the epoch date displayed above.
 TU3321.The epoch date for horizontal control is a decimal equivalence
 TU3321.of Year/Month/Day.
 TU3321
 TU3321.The orthometric height was determined by vertical angle observations.
 TU3321.No vertical observational check was made to the station.
 TU3321
 TU3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3321
 TU3321.The geoid height was determined by GEOID03.
 TU3321
 TU3321;                    North         East     Units Scale Factor Converg.
 TU3321;SPC HI 2     -    81,244.097   485,924.887   MT  0.99996911   -0 02 55.3
 TU3321;UTM  04      - 2,331,152.004   728,363.849   MT  1.00024450   +0 47 25.4
 TU3321
 TU3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3321!SPC HI 2     -   0.99999721  x   0.99996911  =   0.99996632
 TU3321!UTM  04      -   0.99999721  x   1.00024450  =   1.00024171
 TU3321
 TU3321:                Primary Azimuth Mark                     Grid Az
 TU3321:SPC HI 2     -  KUPEKE                                   061 53 28.5
 TU3321:UTM  04      -  KUPEKE                                   061 03 07.8
 TU3321
 TU3321|---------------------------------------------------------------------|
 TU3321| PID    Reference Object                     Distance      Geod. Az  |
 TU3321|                                                           dddmmss.s |
 TU3321| TU3319 KUPEKE                              APPROX. 1.2 KM 0615033.2 |
 TU3321| CN5908 MAPULEHU RM 1                        22.245 METERS 25422     |
 TU3321| CN5909 MAPULEHU RM 2                        18.402 METERS 34420     |
 TU3321|---------------------------------------------------------------------|
 TU3321
 TU3321                          SUPERSEDED SURVEY CONTROL
 TU3321
 TU3321  NAD 83(1986)-  21 04 01.61778(N)    156 48 07.53586(W) AD(       ) 2
 TU3321  OLD HI      -  21 04 13.11200(N)    156 48 17.66200(W) AD(       ) 2
 TU3321
 TU3321.Superseded values are not recommended for survey control.
 TU3321.NGS no longer adjusts projects to the OLD HI datum.
 TU3321.See file dsdata.txt to determine how the superseded data were derived.
 TU3321
 TU3321_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2836431152(NAD 83)
 TU3321
 TU3321  HISTORY     - Date     Condition        Report By
 TU3321  HISTORY     - 1915     MONUMENTED       CGS
 TU3321  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU3321  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3321  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3321
 TU3321                          STATION DESCRIPTION
 TU3321
 TU3321'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3321'ON SOUTHEASTERN COAST OF MOLOKAI, 585 METERS S. 78 DEG W. FROM
 TU3321'THE END OF PUKOO WHARF.  NOT MORE THAN 5 FEET FROM WATER, ON A
 TU3321'SMALL SHARP POINT FORMED BY A SEMICIRCLE OF PROTECTING STONES
 TU3321'WHICH PERMITTED THE BEACH ON EITHER SIDE TO BE CUT BACK BY WAVE
 TU3321'ACTION.  AND 380 METERS SOUTHWEST FROM THE FRONT RANGE POLE
 TU3321'(PRIVATE) OF PUKOO.  THERE IS A STREAM BED DIRECTLY WEST OF THE
 TU3321'STATION, AND A LARGE UNPAINTED HOUSE, WITH RED ROOF, NEAR WHICH
 TU3321'STANDS A LOW WINDMILL, BEARS N. 63 DEG W. FROM THE STATION,
 TU3321'310 METERS.  SUBSURFACE MARK IS A BOTTLE SET BELOW LOW WATER.
 TU3321'SURFACE MARK IS A CONCRETE MONUMENT WITH STANDARD UNITED STATES
 TU3321'COAST AND GEODETIC SURVEY BRONZE DISK IN TOP, NOTE 6 1/2.
 TU3321'THE POST PROJECTS ABOUT 1 FOOT ABOVE SURFACE OF GROUND.
 TU3321
 TU3321                          STATION RECOVERY (1930)
 TU3321
 TU3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3321'STATION IS ON THE SE COAST OF MOLOKAI ISLAND.  IT WAS RECOVERED
 TU3321'AS DESCRIBED.  FEW STONES ARE PILED AROUND THE MONUMENT TO HOLD
 TU3321'THE BASE OF THE SIGNAL.
 TU3321
 TU3321                          STATION RECOVERY (1962)
 TU3321
 TU3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3321'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION, ALTHOUGH
 TU3321'THE EDGES OF THE CONCRETE MONUMENT ARE SLIGHTLY CHIPPED.  TWO NEW
 TU3321'REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3321'
 TU3321'STATION IS LOCATED, AIRLINE, ABOUT 14-1/2 MILES EAST OF
 TU3321'KAUNAKAKAI, 5 MILES EAST-NORTHEAST OF KAMALO WHARF, 1/4 MILE
 TU3321'EAST OF THE STATE EXPERIMENTAL FARM, AND 1/4 MILE SOUTHEAST OF
 TU3321'STATE HIGHWAY 45.  ON A WEED-COVERED POINT THAT EXTENDS ABOUT
 TU3321'10 YARDS SOUTH FROM THE GENERAL SHORELINE AND IS ABOUT 3 FEET
 TU3321'HIGHER THAN THE GRAVEL BEACH.
 TU3321'
 TU3321'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3321'SOUTH OF THE POST-OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY
 TU3321'45 FOR 16.2 MILES TO A SIGN WAILAU TRAIL ON THE RIGHT.  CONTINUE
 TU3321'ON THE HIGHWAY FOR 0.05 MILE TO A SIDE ROAD RIGHT.  GO RIGHT,
 TU3321'SOUTH, ON TRACK ROAD THROUGH ORCHARD FOR 0.25 MILE TO BUILDINGS
 TU3321'OF THE EXPERIMENTAL FARM.  TURN LEFT, PASSING TO SOUTH OF HOUSE,
 TU3321'AND FOLLOW TRACK ROAD EAST FOR 0.1 MILE TO WIRE GATE.  PASS
 TU3321'THROUGH GATE AND CONTINUE FOR 0.05 MILE TO WIRE GATE ON RIGHT.
 TU3321'PASS THROUGH GATE AND DRIVE ACROSS GRAVEL BEACH EASTERLY
 TU3321'FOR 0.1 MILE TO STATION ON POINT.
 TU3321'
 TU3321'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 TU3321'CONCRETE MONUMENT THAT PROJECTS ABOUT 18 INCHES ABOVE GROUND.  IT
 TU3321'IS 13.8 FEET EAST OF A LONE FENCE POST, 6.1 FEET SOUTH OF A WHITE
 TU3321'WITNESS POST, 34 YARDS SOUTH OF A FENCE LINE, AND ON THE EAST
 TU3321'EDGE OF A STREAM BED.
 TU3321'
 TU3321'REFERENCE MARK ONE IS A STANDARD DISK STAMPED MAPULEHU NO 1 1915
 TU3321'1962, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE CYLINDER
 TU3321'THAT PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS 36 FEET WEST
 TU3321'OF SMALL STREAM BED, 10 FEET SOUTH OF BRUSH LINE, 10 FEET NORTH
 TU3321'OF SHORE LINE, AND ABOUT 2 FEET LOWER THAN STATION.
 TU3321'
 TU3321'REFERENCE MARK TWO IS A STANDARD DISK STAMPED MAPULEHU NO 2 1915
 TU3321'1962, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE CYLINDER
 TU3321'THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS 3 FEET NORTHWEST OF
 TU3321'EDGE OF DIM TRACK ROAD, 10 FEET SOUTH OF BRUSH LINE, 18 FEET
 TU3321'NORTHWEST OF THE SHORE LINE, AND ABOUT 2 FEET LOWER THAN STATION.
 TU3321'
 TU3321'STATION KUPEKE WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1398 ***********************************************************************
 TU1398  DESIGNATION -  MARKOWITZ MOON TELESCOPE 1957
 TU1398  PID         -  TU1398
 TU1398  STATE/COUNTY-  HI/HONOLULU
 TU1398  USGS QUAD   -  PEARL HARBOR (1983)
 TU1398
 TU1398                         *CURRENT SURVEY CONTROL
 TU1398  ___________________________________________________________________
 TU1398* NAD 83(1993)-  21 20 39.85199(N)    157 54 58.61471(W)     ADJUSTED  
 TU1398* LOCAL TIDAL -                                                        
 TU1398  ___________________________________________________________________
 TU1398  EPOCH DATE  -        1993.62
 TU1398  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 TU1398  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1398
 TU1398  HORZ ORDER  -  THIRD
 TU1398
 TU1398.The horizontal coordinates were established by classical geodetic methods
 TU1398.and adjusted by the National Geodetic Survey in December 1998..
 TU1398.The horizontal coordinates are valid at the epoch date displayed above.
 TU1398.The epoch date for horizontal control is a decimal equivalence
 TU1398.of Year/Month/Day.
 TU1398
 TU1398
 TU1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1398
 TU1398.The geoid height was determined by GEOID03.
 TU1398
 TU1398;                    North         East     Units Scale Factor Converg.
 TU1398;SPC HI 3     -    19,681.181   508,684.000   MT  0.99999093   +0 01 49.7
 TU1398;UTM  04      - 2,360,651.316   612,374.109   MT  0.99975604   +0 23 40.1
 TU1398
 TU1398                          SUPERSEDED SURVEY CONTROL
 TU1398
 TU1398  NAD 83(1986)-  21 20 39.80119(N)    157 54 58.62429(W) AD(       ) 4
 TU1398  OLD HI      -  21 20 51.18100(N)    157 55 08.50100(W) AD(       ) 3
 TU1398
 TU1398.Superseded values are not recommended for survey control.
 TU1398.NGS no longer adjusts projects to the OLD HI datum.
 TU1398.See file dsdata.txt to determine how the superseded data were derived.
 TU1398
 TU1398_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1237460651(NAD 83)
 TU1398
 TU1398  HISTORY     - Date     Condition        Report By
 TU1398  HISTORY     - 1957     MONUMENTED       CGS
 TU1398
 TU1398                          STATION DESCRIPTION
 TU1398
 TU1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 TU1398'SEE STATION HAWAII ASTRO IGY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1029 ***********************************************************************
 TU1029  DESIGNATION -  MAST MOST WESTERLY RADIO MAST
 TU1029  PID         -  TU1029
 TU1029  STATE/COUNTY-  HI/HONOLULU
 TU1029  USGS QUAD   -  KOKO HEAD (1983)
 TU1029
 TU1029                         *CURRENT SURVEY CONTROL
 TU1029  ___________________________________________________________________
 TU1029* NAD 83(1993)-  21 16 38.52204(N)    157 42 26.14436(W)     ADJUSTED  
 TU1029* LOCAL TIDAL -                                                        
 TU1029  ___________________________________________________________________
 TU1029  EPOCH DATE  -        1993.62
 TU1029  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TU1029  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU1029
 TU1029  HORZ ORDER  -  THIRD
 TU1029
 TU1029.The horizontal coordinates were established by classical geodetic methods
 TU1029.and adjusted by the National Geodetic Survey in December 1998..
 TU1029.The horizontal coordinates are valid at the epoch date displayed above.
 TU1029.The epoch date for horizontal control is a decimal equivalence
 TU1029.of Year/Month/Day.
 TU1029
 TU1029
 TU1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1029
 TU1029.The geoid height was determined by GEOID03.
 TU1029
 TU1029;                    North         East     Units Scale Factor Converg.
 TU1029;SPC HI 3     -    12,284.798   530,379.265   MT  1.00000140   +0 06 22.4
 TU1029;UTM  04      - 2,353,394.219   634,111.358   MT  0.99982226   +0 28 09.1
 TU1029
 TU1029                          SUPERSEDED SURVEY CONTROL
 TU1029
 TU1029  NAD 83(1986)-  21 16 38.47155(N)    157 42 26.15256(W) AD(       ) 4
 TU1029  OLD HI      -  21 16 49.87900(N)    157 42 36.03000(W) AD(       ) 3
 TU1029
 TU1029.Superseded values are not recommended for survey control.
 TU1029.NGS no longer adjusts projects to the OLD HI datum.
 TU1029.See file dsdata.txt to determine how the superseded data were derived.
 TU1029
 TU1029_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3411153394(NAD 83)
 TU1029
 TU1029  HISTORY     - Date     Condition        Report By
 TU1029  HISTORY     - 1925     MONUMENTED       CGS
 TU1029  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1029  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1029
 TU1029                          STATION DESCRIPTION
 TU1029
 TU1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1029'ON THE SOUTHEAST COAST OF OAHU, IN THE LOWLANDS NORTH OF KOKO
 TU1029'HEAD, ON THE PROPERTY OF THE RADIO CORPORATION OF AMERICA,
 TU1029'THE MOST WESTERLY AND NEAREST TO SHORE OF LINE OF TALL RADIO
 TU1029'MASTS.  NOT NOW USED FOR AERIALS, BEING REPLACED BY THE BEVERLY
 TU1029'ANTENNAE.
 TU1029
 TU1029                          STATION RECOVERY (1931)
 TU1029
 TU1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1029'MAST REMOVED AND CONCRETE FOUNDATIONS PARTIALLY BLASTED
 TU1029'OUT.  FOUND CIRCLE OF BOLTS IN CENTER BLOCK AND REMAINS OF FOUR
 TU1029'FOUNDATION BLOCKS FOR GUYS.  ON PROPERTY BELONGING TO BISHOP
 TU1029'ESTATE ABOUT 130 METERS SW OF GATE TO DIRT ROAD LEADING SW
 TU1029'FROM PAVED HIGHWAY.  STATION IS ABOUT 14 METERS NW OF THIS
 TU1029'DIRT ROAD.
 TU1029
 TU1029                          STATION RECOVERY (1964)
 TU1029
 TU1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1029'STATION IS DESTROYED.  THIS AREA IS NOW A HOUSING SUB-DIVISION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0225 ***********************************************************************
 TU0225  DESIGNATION -  MAUI NORTH BASE
 TU0225  PID         -  TU0225
 TU0225  STATE/COUNTY-  HI/MAUI
 TU0225  USGS QUAD   -  PAIA (1997)
 TU0225
 TU0225                         *CURRENT SURVEY CONTROL
 TU0225  ___________________________________________________________________
 TU0225* NAD 83(1993)-  20 53 48.33929(N)    156 26 48.16769(W)     ADJUSTED  
 TU0225* LOCAL TIDAL -         2.024  (meters)       6.64   (feet)  ADJ UNCH  
 TU0225  ___________________________________________________________________
 TU0225  EPOCH DATE  -        1993.62
 TU0225  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 TU0225  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0225
 TU0225  HORZ ORDER  -  FIRST
 TU0225  VERT ORDER  -  FIRST     CLASS I
 TU0225
 TU0225.The horizontal coordinates were established by classical geodetic methods
 TU0225.and adjusted by the National Geodetic Survey in December 1998..
 TU0225.The horizontal coordinates are valid at the epoch date displayed above.
 TU0225.The epoch date for horizontal control is a decimal equivalence
 TU0225.of Year/Month/Day.
 TU0225
 TU0225.The orthometric height was key entered from printed documents
 TU0225.and not key verified.
 TU0225
 TU0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0225
 TU0225.The geoid height was determined by GEOID03.
 TU0225
 TU0225;                    North         East     Units Scale Factor Converg.
 TU0225;SPC HI 2     -    62,391.821   522,883.613   MT  0.99997314   +0 04 42.4
 TU0225;UTM  04      - 2,312,833.855   765,608.095   MT  1.00047192   +0 54 40.5
 TU0225
 TU0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0225!SPC HI 2     -   0.99999721  x   0.99997314  =   0.99997035
 TU0225!UTM  04      -   0.99999721  x   1.00047192  =   1.00046913
 TU0225
 TU0225:                Primary Azimuth Mark                     Grid Az
 TU0225:SPC HI 2     -  CHURCH                                   067 42 17.7
 TU0225:UTM  04      -  CHURCH                                   066 52 19.6
 TU0225
 TU0225|---------------------------------------------------------------------|
 TU0225| PID    Reference Object                     Distance      Geod. Az  |
 TU0225|                                                           dddmmss.s |
 TU0225| TU2957 CHURCH                              APPROX. 8.9 KM 0674700.1 |
 TU0225| TU0223 MAUI NORTH BASE AZ MK                              0755847.6 |
 TU0225| TU3004 TALL TALLEST OF 8 STACKS            APPROX. 3.3 KM 0802511.8 |
 TU0225| TU2999 PAIA SUGAR MILL STACK               APPROX. 7.4 KM 0813930.5 |
 TU0225| TU0224 MAUI NORTH BASE RM 1                 37.444 METERS 08650     |
 TU0225| TU3005 STACK F                             APPROX. 1.7 KM 1383005.0 |
 TU0225| TU0226 MAUI NORTH BASE RM 2                 23.314 METERS 16319     |
 TU0225| TU3007 STACK LEANING                       APPROX. 2.0 KM 1800944.7 |
 TU0225| TU3008 STACK A                             APPROX. 1.0 KM 1885030.0 |
 TU0225| TU3009 KAHULUI MAUI ELECTRIC CO STACK      APPROX. 1.1 KM 1904322.5 |
 TU0225| TU2978 PUU NENE MILL CUPOLA                APPROX. 3.3 KM 1911811.8 |
 TU0225| TU2979 PUU NENE SUGAR MILL N STACK         APPROX. 3.3 KM 1920606.9 |
 TU0225| TU2980 PUU NENE SUGAR MILL S STACK         APPROX. 3.3 KM 1930212.5 |
 TU0225| TU2990 MAUI SOUTH BASE                     APPROX. 6.7 KM 2073538.4 |
 TU0225| TU3073 WAIKAPU STACK                       APPROX. 7.7 KM 2320206.0 |
 TU0225| TU3024 RAIL                                APPROX. 2.8 KM 2545311.9 |
 TU0225| TU3034 KAHULUI RADIO STA KMVI MAST         APPROX. 4.2 KM 2554240.3 |
 TU0225| TU3014 KIRKLANDS FLAGSTAFF                 APPROX. 1.9 KM 2585011.5 |
 TU0225| TU3051 WAILUKU KAAHUMANU CH SPIRE          APPROX. 6.2 KM 2590056.3 |
 TU0225| TU3015 MILL                                APPROX. 2.0 KM 2614624.9 |
 TU0225| TU3028 LAD                                 APPROX. 3.2 KM 2632000.6 |
 TU0225| TU3018 DOCK                                APPROX. 2.1 KM 2632905.3 |
 TU0225| TU3047 RED SPIRE                           APPROX. 5.3 KM 2651113.5 |
 TU0225| TU3012 HOBSONS FLAGSTAFF                   APPROX. 1.8 KM 2652418.6 |
 TU0225| TU3048 WAILUKU CO MILL STACK               APPROX. 5.4 KM 2674541.5 |
 TU0225| TU3011 BEACH                               APPROX. 1.6 KM 2683725.1 |
 TU0225| TU3013 BAT                                 APPROX. 1.8 KM 2684251.5 |
 TU0225| TU3010 LAST                                APPROX. 1.1 KM 2695229.3 |
 TU0225| TU3030 FLY                                 APPROX. 3.6 KM 2705350.6 |
 TU0225| TU3036 KAHULUI HARBOR REAR RANGE BCN       APPROX. 4.3 KM 2743622.8 |
 TU0225| TU3019 KAHULUI BREAKWATER LIGHT            APPROX. 2.2 KM 2751554.1 |
 TU0225| TU3033 KAHULUI HARBOR FRONT RANGE BCN      APPROX. 4.0 KM 2780754.6 |
 TU0225| TU3032 KAHULUI ELECTRIC LIGHT STACK        APPROX. 3.8 KM 2783551.9 |
 TU0225| TU3029 RED                                 APPROX. 3.7 KM 2831636.4 |
 TU0225| TU3052 WAIEHU CHURCH BUFF SPIRE            APPROX. 6.8 KM 2883037.8 |
 TU0225| TU3054 WAIHEE MILL STACK                   APPROX. 7.6 KM 2994055.3 |
 TU0225| TU3055 WAIHEE CHURCH YELLOW SPIRE          APPROX. 8.1 KM 3002216.2 |
 TU0225| TU3060 HOUSE ON MOUNTAIN EAST GABLE        APPROX.12.6 KM 3124137.0 |
 TU0225|---------------------------------------------------------------------|
 TU0225
 TU0225                          SUPERSEDED SURVEY CONTROL
 TU0225
 TU0225  NAD 83(1986)-  20 53 48.29901(N)    156 26 48.15489(W) AD(       ) 1
 TU0225  OLD HI      -  20 53 59.85300(N)    156 26 58.30700(W) AD(       ) 1
 TU0225
 TU0225.Superseded values are not recommended for survey control.
 TU0225.NGS no longer adjusts projects to the OLD HI datum.
 TU0225.See file dsdata.txt to determine how the superseded data were derived.
 TU0225
 TU0225_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6560812834(NAD 83)
 TU0225_MARKER: Z = SEE DESCRIPTION
 TU0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0225+STABILITY: SURFACE MOTION
 TU0225
 TU0225  HISTORY     - Date     Condition        Report By
 TU0225  HISTORY     - 1871     MONUMENTED       HITS
 TU0225  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU0225  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU0225  HISTORY     - 1943     SEE DESCRIPTION  CGS
 TU0225  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU0225  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU0225  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0225  HISTORY     - 1968     GOOD             CGS
 TU0225  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0225  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU0225  HISTORY     - 1979     GOOD             NGS
 TU0225
 TU0225                          STATION DESCRIPTION
 TU0225
 TU0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU0225'ON NORTHWEST COAST OF MAUI, IN WAILUKU DISTRICT, A LITTLE OVER
 TU0225'A MILE EAST OF KAHULUI.  REACHED BY FOLLOWING THE KAHULUI RAILROAD
 TU0225'TRACK TOWARD PAIA UNTIL WITHIN 200 METERS OF THE SWITCH LEADING
 TU0225'TO THE PUU NENE MILL, AND THE STATION WILL BE FOUND 80 METERS
 TU0225'SOUTH OF THE TRACK AND JUST SOUTH OF A SAND-HILL RIDGE.  MARKED
 TU0225'BY A GRANITE POST PROJECTING 3 FEET ABOVE SURFACE WITH COPPER
 TU0225'BOLT IN TOP.
 TU0225
 TU0225                          STATION RECOVERY (1929)
 TU0225
 TU0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU0225'ABOUT 1.2 MILES EAST OF KAHULUI.  REACHED BY FOLLOWING THE
 TU0225'KAHULUI R.R. TRACKS TOWARDS PAIA.  IT IS 900 FEET EAST OF MILE
 TU0225'POST 1.  THIS PART OF THE ROAD IS DOUBLE TRACKED AND THE STATION
 TU0225'IS 3.08 METERS NORTH OF THE CENTER OF THE NORTH TRACKS AND 7.30
 TU0225'METERS NORTH OF THE SOUTH TRACK.  THE GRANITE POST WITH COPPER
 TU0225'BOLT IN TOP PROJECTS ABOUT 20 INCHES ABOVE THE SURFACE OF THE
 TU0225'GROUND.
 TU0225'
 TU0225'THE TRACK MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN TORN UP.
 TU0225
 TU0225                          STATION RECOVERY (1943)
 TU0225
 TU0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KM)
 TU0225'ORIGINAL GRANITE POST WITH COPPER BOLT EMBEDDED IN TOP WAS FOUND
 TU0225'PROJECTING APPROXIMATELY 18 INCHES ABOVE THE GROUND, AND
 TU0225'APPARENTLY UNDISTURBED.  THE STATION IS IN A DENSE GROWTH OF
 TU0225'KIAWE TREES, AND A 40 FOOT TOWER WAS ERECTED OVER IT IN ORDER
 TU0225'TO OCCUPY IT DURING THIS SURVEY.  OBSERVED AZIMUTHS APPEAR TO
 TU0225'CONFIRM THAT THE STATION IS IN ORIGINAL POSITION.  DESCRIPTION
 TU0225'OF THIS STATION SHOULD BE CHANGED WHERE IT STATES STATION WILL
 TU0225'BE FOUND 80 METERS SOUTH OF THE TRACKS.  THE RAILROAD WAS
 TU0225'RE-ALIGNED SEVERAL YEARS AGO, AND THE STATION IS NOW 6 METERS
 TU0225'NORTH OF THE TRACKS.
 TU0225
 TU0225                          STATION RECOVERY (1950)
 TU0225
 TU0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU0225'LOCATED ON THE NORTHEAST COAST OF MAUI, IN WAILUKU DISTRICT,
 TU0225'A LITTLE OVER ONE MILE EAST OF KAHULUI AT THE NORTH EDGE OF
 TU0225'NASKA, ABOUT 0.1 MILE SOUTH OF THE COAST, 140 FEET WEST OF A
 TU0225'DRAINAGE CANAL AND RAILROAD BRIDGE AND 30.0 FEET NORTH OF THE
 TU0225'NORTH RAIL.
 TU0225'
 TU0225'STATION IS A SIX BY EIGHT INCH GRANITE POST SIX FEET LONG AND
 TU0225'PROJECTING TWO FEET ABOVE THE GROUND WITH A COPPER BOLT IN CENTER
 TU0225'WITH A PUNCH MARK.
 TU0225'
 TU0225'REFERENCE MARK NO. 1 IS EAST OF THE STATION IN THE WEST END
 TU0225'OF THE SOUTH ABUTMENT OF A RAILWAY BRIDGE.  STAMPED MAUI N BASE
 TU0225'1950 NO 1.
 TU0225'
 TU0225'REFERENCE MARK NO. 2 IS SOUTH SOUTHEAST OF THE STATION, SET IN
 TU0225'THE TOP OF 10 INCH IRON PIPE FILLED WITH CONCRETE AND BURIED
 TU0225'FLUSH WITH THE GROUND.  STAMPED MAUI N BASE NO 2 1950.
 TU0225'
 TU0225'AZIMUTH MARK IS 0.2 MILES EAST OF THE STATION AND 30.0 FEET
 TU0225'SOUTH OF THE CENTERLINE OF A PAVED ROAD.  SET IN THE TOP OF AN
 TU0225'8 INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING ONE
 TU0225'INCH.  A 2 INCH IRON PIPE IS SET IN CONCRETE AGAINST THE MARK
 TU0225'AND PROJECTS 2 FEET.  A STANDARD AZIMUTH DISK, STAMPED, MAUI
 TU0225'N BASE 1950.
 TU0225
 TU0225                          STATION RECOVERY (1960)
 TU0225
 TU0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU0225'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU0225'CONDITION AS DESCRIBED BY C.T.H. IN 1950.  THE DESCRIPTION IS
 TU0225'ADEQUATE.
 TU0225'
 TU0225'THE AZIMUTH MARK WAS FOUND BUT THE PIPE WITNESS POST MENTIONED
 TU0225'IN 1950 WAS NOT IN PLACE.  THE MARK IS 113 FEET WEST OF A FIRE
 TU0225'HYDRANT, 140 FEET WEST OF A ROAD INTERSECTION, 174 FEET SOUTHWEST
 TU0225'OF THE WESTERLY OF TWO WOODEN ANTENNA POLES, AND 30 FEET SOUTH OF
 TU0225'THE CENTER OF THE PAVED ROAD THAT PARALLELS THE RAILROAD AT THIS
 TU0225'POINT.
 TU0225
 TU0225                          STATION RECOVERY (1968)
 TU0225
 TU0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU0225'STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION, BUT
 TU0225'THE AZIMUTH MARK WAS FOUND DESTROYED.  ANGLES TO REFERENCE MARKS
 TU0225'COULD NOT BE CHECKED DUE TO HIGH TREES BLOCKING ALL VIEW, HOWEVER
 TU0225'THE DISTANCES WERE CHECKED, AND SLIGHT DISCREPANCIES NOTED IN THE
 TU0225'DISTANCE IN FEET TO BOTH MARKS, AND RATHER LARGE BLUNDERS FOUND
 TU0225'IN THE DISTANCE IN METERS TO BOTH MARKS, APPARENTLY DUE TO
 TU0225'ERRORS IN CONVERSION.  A COMPARISON BETWEEN 1950 AND 1968
 TU0225'MEASUREMENTS IS SHOWN ABOVE.  A NEW AZIMUTH MARK COULDNT BE
 TU0225'ESTABLISHED DUE TO THE TREES.  A COMPLETE DESCRIPTION
 TU0225'FOLLOWS--
 TU0225'
 TU0225'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 32 AND 35
 TU0225'IN KAHULUI, GO EAST ON STATE HIGHWAYS 32 AND 36 FOR 0.8 MILE.  FORK
 TU0225'LEFT ONTO HIGHWAY 37 AND GO 0.4 MILE TO JUNCTION WITH HIGHWAY
 TU0225'38.  FOLLOW HIGHWAY 38 FOR 0.95 MILE TO SIDE ROAD LEFT, ACROSS
 TU0225'FROM AIRPORT ENTRANCE.  GO LEFT ON MACADAM ROAD FOR 0.35 MILE TO
 TU0225'T-JUNCTION.  TURN LEFT AND GO 0.3 MILE TO END OF MACADAM
 TU0225'ROAD.  GO RIGHT 25 YARDS, THEN GO LEFT ON TRACK ROAD (OLD
 TU0225'RAILROAD GRADE) FOR 220 FEET TO STATION ON RIGHT.
 TU0225'
 TU0225'STATION IS LOCATED ABOUT 1-1/4 MILES EAST-NORTHEAST OF KAHULUI,
 TU0225'1/2-MILE NORTHWEST OF THE KAHULUI AIRPORT, 1/2-MILE NORTHEAST
 TU0225'OF KANAHA POND, AND IN A LOW AREA ALONG THE NORTH SIDE OF THE
 TU0225'OLD RAILROAD GRADE, NOW A TRACK ROAD.
 TU0225'
 TU0225'STATION MARK IS A 3/4-INCH BRASS PLUG, WITH PUNCH MARK IN
 TU0225'CENTER, SET IN A DRILL HOLE IN THE TOP OF AN 8 X 8-INCH GRANITE
 TU0225'POST PROJECTING 16 INCHES FROM GROUND.  IT IS 24-1/2 FEET NORTH
 TU0225'OF CENTER LINE OF ROAD, 3 FEET EAST OF A WHITE WITNESS POST, AND
 TU0225'ABOUT 2 FEET LOWER THAN ROAD.
 TU0225'
 TU0225'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAUI N
 TU0225'BASE 1 1950, CEMENTED IN A DRILL HOLE IN THE WEST END OF THE
 TU0225'SOUTH CONCRETE ABUTMENT OF OLD RAILROAD BRIDGE, 7 FEET SOUTH
 TU0225'OF CENTER LINE OF ROAD AND 2 FEET HIGHER THAN STATION MARK.
 TU0225'
 TU0225'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAUI N
 TU0225'BASE 2 1950, SET IN THE TOP OF A CONCRETE-FILLED, 8-INCH, IRON
 TU0225'PIPE THAT IS SET IN THE CENTER OF A 30-INCH MASS OF CONCRETE
 TU0225'AND PROJECTS 4 INCHES ABOVE GROUND.  IT IS 44 FEET SOUTH OF
 TU0225'CENTER LINE OF ROAD AND 1.5 FEET LOWER THAN STATION MARK.
 TU0225
 TU0225                          STATION RECOVERY (1968)
 TU0225
 TU0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 TU0225'1.25 MI ENE FROM KAHULUI.
 TU0225'0.25 MILE EAST ON STATE HIGHWAY 32 FROM THE KAHULUI SHOPPING CENTER,
 TU0225'THENCE RIGHT ON STATE HIGHWAY 36 FOR 0.6 MILE, THENCE FORK LEFT ON
 TU0225'STATE HIGHWAY 37 AND GO 0.4 MILE, THENCE BEAR LEFT ON STATE HIGHWAY 38
 TU0225'AND GO 1.0 MILE TO MACADAM ROAD LEFT, ACROSS FROM AIRPORT ENTRANCE.
 TU0225'TURN LEFT AND GO 0.35 MILE TO T-JUNCTION, THENCE GO LEFT ON MACADAM
 TU0225'ROAD FOR 0.35 MILE TO ITS END, THENCE GO RIGHT ON TRACK ROAD 25 YARDS,
 TU0225'THENCE GO LEFT, WEST, ON TRACK ROAD (OLD RAILROAD BED) FOR 220 FEET.
 TU0225'THE MARK IS ON RIGHT, NORTH SIDE OF ROAD, IN A LOW AREA, 24-1/2 FEET
 TU0225'NORTH OF CENTER LINE OF ROAD, 80 FEET NORTHEAST OF A POWER POLE, 138.7
 TU0225'FEET WEST OF RM NO. 1, WHICH IS IN WEST END OF CONCRETE ABUTMENT OF
 TU0225'RAILROAD BRIDGE, 3 FEET EAST OF A WHITE WITNESS POST, AND SET IN A
 TU0225'DRILL HOLE IN THE TOP OF AN 8-INCH-SQUARE, GRANITE POST THAT PROJECTS
 TU0225'16 INCHES ABOVE GROUND AND IS 2 FEET LOWER THAN LEVEL OF TRACK ROAD.
 TU0225
 TU0225                          STATION RECOVERY (1969)
 TU0225
 TU0225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU0225'THIS STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 TU0225'FOLLOWS--LOCATED NEAR THE NORTHEAST COAST OF MAUI, IN WAILUKU
 TU0225'DISTRICT, A LITTLE OVER ONE MILE EAST OF KAHULUI AT THE NORTH EDGE
 TU0225'OF KAHULUI AIRPORT PROPERTY.  IT IS ABOUT 0.1 MILE SOUTH OF THE
 TU0225'COAST, 140 FT. WEST OF A DRAINAGE CANAL AND A BRIDGE, AND 24
 TU0225'FT. NORTH OF THE CENTERLINE OF THE ROAD.
 TU0225'
 TU0225'STATION IS SIX BY EIGHT INCH GRANITE POST PROJECTING ABOUT TWO
 TU0225'FT. ABOVE THE GROUND WITH A COPPER BOLT IN THE CENTER, AND IS SET
 TU0225'2.8 FT. EAST OF A WHITE WITNESS POST.
 TU0225'
 TU0225'REFERENCE MARK NO 1 IS EAST OF THE STATION IN THE WEST END OF THE
 TU0225'SOUTH SIDE OF THE BRIDGE.
 TU0225'
 TU0225'REFERENCE MARK NO 2 IS SOUTH SOUTHEAST OF THE STATION, 44.0
 TU0225'FT. SOUTH OF THE ROAD, AND 37.1 FT. EAST OF POLE.  IT IS SET IN THE
 TU0225'TOP 10 INCH IRON PIPE FILLED WITH CONCRETE AND BURIED FLUSH WITH
 TU0225'THE GROUND.
 TU0225'
 TU0225'THE AZIMUTH MARK WAS LOOKED FOR BUT NOT LOCATED.
 TU0225'
 TU0225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0225'1 MILE EAST OF KAHULUI.
 TU0225
 TU0225                          STATION RECOVERY (1978)
 TU0225
 TU0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 TU0225'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 TU0225'DESCRIBED BY R. C. MUNSON.
 TU0225'
 TU0225'THE TRACK ROAD IS NOW FULLY PAVED.
 TU0225
 TU0225                          STATION RECOVERY (1979)
 TU0225
 TU0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0225'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE TRACK ROAD
 TU0225'MENTIONED IN DESCRIPTION IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0224 ***********************************************************************
 TU0224  DESIGNATION -  MAUI NORTH BASE RM 1
 TU0224  PID         -  TU0224
 TU0224  STATE/COUNTY-  HI/MAUI
 TU0224  USGS QUAD   -  PAIA (1997)
 TU0224
 TU0224                         *CURRENT SURVEY CONTROL
 TU0224  ___________________________________________________________________
 TU0224* NAD 83(1986)-  20 53 47.     (N)    156 26 48.     (W)     SCALED    
 TU0224* LOCAL TIDAL -         2.243  (meters)       7.36   (feet)  ADJUSTED  
 TU0224  ___________________________________________________________________
 TU0224  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU0224
 TU0224  VERT ORDER  -  FIRST     CLASS I
 TU0224
 TU0224.The horizontal coordinates were scaled from a topographic map and have
 TU0224.an estimated accuracy of +/- 6 seconds.
 TU0224
 TU0224.The orthometric height was determined by differential leveling
 TU0224.and adjusted by the National Geodetic Survey in December 2003..
 TU0224
 TU0224.The geoid height was determined by GEOID03.
 TU0224
 TU0224;                    North         East    Units  Estimated Accuracy
 TU0224;SPC HI 2     -    62,350.      522,890.      MT  (+/- 180 meters Scaled)
 TU0224
 TU0224                          SUPERSEDED SURVEY CONTROL
 TU0224
 TU0224.No superseded survey control is available for this station.
 TU0224
 TU0224_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ656127(NAD 83)
 TU0224_MARKER: DR = REFERENCE MARK DISK
 TU0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0224_SP_SET: ABUTMENT
 TU0224_STAMPING: MAUI N BASE 1 1950
 TU0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0224
 TU0224  HISTORY     - Date     Condition        Report By
 TU0224  HISTORY     - 1950     MONUMENTED       CGS
 TU0224  HISTORY     - 1968     GOOD             CGS
 TU0224  HISTORY     - 1979     GOOD             NGS
 TU0224
 TU0224                          STATION DESCRIPTION
 TU0224
 TU0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0224'1.25 MI ENE FROM KAHULUI.
 TU0224'0.25 MILE EAST ON STATE HIGHWAY 32 FROM THE KAHULUI SHOPPING CENTER,
 TU0224'THENCE RIGHT ON STATE HIGHWAY 36 FOR 0.6 MILE.  THENCE FORK LEFT ON
 TU0224'STATE HIGHWAY 37 AND GO 0.4 MILE.  THENCE BEAR LEFT ON STATE HIGHWAY
 TU0224'38 AND GO 1.0 MILE TO MACADAM ROAD LEFT, ACROSS FROM AIRPORT ENTRANCE.
 TU0224'TURN LEFT AND GO 0.35 MILE TO T-JUNCTION.  THENCE GO LEFT 0.35 MILE
 TU0224'TO END OF MACADAM ROAD, THENCE GO RIGHT ON TRACK ROAD 25 YARDS, THENCE
 TU0224'GO LEFT ON TRACK ROAD (OLD RAILROAD BED) FOR 80 FEET. THE MARK IS 7
 TU0224'FEET SOUTH OF CENTER LINE OF ROAD, 138.7 FEET EAST OF STATION MAUI
 TU0224'NORTH BASE, 3 FEET EAST OF WEST END OF SOUTH ABUTMENT OF OLD RAILROAD
 TU0224'BRIDGE, AND CEMENTED IN A DRILL HOLE IN TOP OF THE ABUTMENT, ABOUT 2
 TU0224'FEET HIGHER THAN THE ROAD.
 TU0224
 TU0224                          STATION RECOVERY (1979)
 TU0224
 TU0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0224'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE RAILROAD BRIDGE
 TU0224'MENTIONED IN DESCRIPTION IS NOW A HIGHWAY BRIDGE AND THE DIRT ROAD
 TU0224'IS NOW A PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0226 ***********************************************************************
 TU0226  DESIGNATION -  MAUI NORTH BASE RM 2
 TU0226  PID         -  TU0226
 TU0226  STATE/COUNTY-  HI/MAUI
 TU0226  USGS QUAD   -  PAIA (1997)
 TU0226
 TU0226                         *CURRENT SURVEY CONTROL
 TU0226  ___________________________________________________________________
 TU0226* NAD 83(1986)-  20 53 47.     (N)    156 26 48.     (W)     SCALED    
 TU0226* LOCAL TIDAL -         1.523  (meters)       5.00   (feet)  ADJ UNCH  
 TU0226  ___________________________________________________________________
 TU0226  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU0226
 TU0226  VERT ORDER  -  FIRST     CLASS II
 TU0226
 TU0226.The horizontal coordinates were scaled from a topographic map and have
 TU0226.an estimated accuracy of +/- 6 seconds.
 TU0226
 TU0226.The orthometric height was key entered from printed documents
 TU0226.and not key verified.
 TU0226
 TU0226.The geoid height was determined by GEOID03.
 TU0226
 TU0226;                    North         East    Units  Estimated Accuracy
 TU0226;SPC HI 2     -    62,350.      522,890.      MT  (+/- 180 meters Scaled)
 TU0226
 TU0226                          SUPERSEDED SURVEY CONTROL
 TU0226
 TU0226.No superseded survey control is available for this station.
 TU0226
 TU0226_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ656127(NAD 83)
 TU0226_MARKER: DR = REFERENCE MARK DISK
 TU0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0226_STAMPING: MAUI N BASE 2 1950
 TU0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0226+STABILITY: SURFACE MOTION
 TU0226
 TU0226  HISTORY     - Date     Condition        Report By
 TU0226  HISTORY     - 1950     MONUMENTED       CGS
 TU0226  HISTORY     - 1968     GOOD             NGS
 TU0226
 TU0226                          STATION DESCRIPTION
 TU0226
 TU0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0226'1.25 MI ENE FROM KAHULUI.
 TU0226'0.25 MILE EAST ON STATE HIGHWAY 32 FROM THE KAHULUI SHOPPING CENTER,
 TU0226'THENCE RIGHT ON STATE HIGHWAY 36 FOR 0.6 MILE.  THENCE FORK LEFT ON
 TU0226'STATE HIGHWAY 37 AND GO 0.4 MILE.  THENCE BEAR LEFT ON STATE HIGHWAY
 TU0226'38 AND GO 1.0 MILE TO MACADAM ROAD LEFT, ACROSS FROM AIRPORT ENTRANCE.
 TU0226'TURN LEFT AND GO 0.35 MILE TO T-JUNCTION, THENCE GO LEFT 0.35 MILE TO
 TU0226'END OF MACADAM ROAD, THENCE GO RIGHT ON TRACK ROAD FOR 25 YARDS,
 TU0226'THENCE GO LEFT, WEST, ON TRACK ROAD (OLD RAILROAD BED) FOR 220 FEET.
 TU0226'THE MARK IS ON THE LEFT, SOUTH, SIDE OF THE ROAD, 44 FEET SOUTH OF THE
 TU0226'CENTER LINE, AND SET IN THE TOP OF AN 8-INCH, CONCRETE-FILLED, IRON
 TU0226'PIPE THAT IS SET IN A 30-INCH-DIAMETER MASS OF CONCRETE AND PROJECTS 4
 TU0226'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2924 ***********************************************************************
 TU2924  DESIGNATION -  MAUI RADIO RANGE TOWER
 TU2924  PID         -  TU2924
 TU2924  STATE/COUNTY-  HI/MAUI
 TU2924  USGS QUAD   -  MAKENA (1995)
 TU2924
 TU2924                         *CURRENT SURVEY CONTROL
 TU2924  ___________________________________________________________________
 TU2924* NAD 83(1993)-  20 37 55.47983(N)    156 26 42.56215(W)     ADJUSTED  
 TU2924* LOCAL TIDAL -                                                        
 TU2924  ___________________________________________________________________
 TU2924  EPOCH DATE  -        1993.62
 TU2924  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 TU2924  GEOID HEIGHT-          16.50  (meters)                     GEOID03
 TU2924
 TU2924  HORZ ORDER  -  THIRD
 TU2924
 TU2924.The horizontal coordinates were established by classical geodetic methods
 TU2924.and adjusted by the National Geodetic Survey in December 1998..
 TU2924.The horizontal coordinates are valid at the epoch date displayed above.
 TU2924.The epoch date for horizontal control is a decimal equivalence
 TU2924.of Year/Month/Day.
 TU2924
 TU2924
 TU2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2924
 TU2924.The geoid height was determined by GEOID03.
 TU2924
 TU2924;                    North         East     Units Scale Factor Converg.
 TU2924;SPC HI 2     -    33,088.726   523,085.775   MT  0.99997325   +0 04 41.0
 TU2924;UTM  04      - 2,283,522.066   766,233.882   MT  1.00047607   +0 54 02.8
 TU2924
 TU2924                          SUPERSEDED SURVEY CONTROL
 TU2924
 TU2924  NAD 83(1986)-  20 37 55.45355(N)    156 26 42.55304(W) AD(       ) 4
 TU2924  OLD HI      -  20 38 06.92700(N)    156 26 52.69600(W) AD(       ) 3
 TU2924
 TU2924.Superseded values are not recommended for survey control.
 TU2924.NGS no longer adjusts projects to the OLD HI datum.
 TU2924.See file dsdata.txt to determine how the superseded data were derived.
 TU2924
 TU2924_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6623483522(NAD 83)
 TU2924
 TU2924  HISTORY     - Date     Condition        Report By
 TU2924  HISTORY     - 1950     MONUMENTED       CGS
 TU2924  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2924  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2924
 TU2924                          STATION DESCRIPTION
 TU2924
 TU2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2924'THE STATION IS THE TOP AND CENTER OF THE MOST CENTRAL OF FIVE
 TU2924'RADIO TOWERS WHICH COMPRIZE THE MAUI RADIO RANGE STATION OF THE
 TU2924'C.A.A.
 TU2924'
 TU2924'IT IS LOCATED ABOUT 1.5 MILES SOUTH OF THE VILLAGE OF MAKENA
 TU2924'AND ABOUT 100 YARDS WEST OF THE GRADED ROAD WHICH LEADS TO
 TU2924'LA PEROUSE BAY.
 TU2924'
 TU2924'THE CENTRAL TOWER IS CONSTRUCTED OF STEEL AND IS 140 FEET IN
 TU2924'HEIGHT.  IT IS THE ONLY TOWER WHICH IS NOT ILLUMINATED, BY RED
 TU2924'LIGHTS, AT NIGHT.
 TU2924
 TU2924                          STATION RECOVERY (1961)
 TU2924
 TU2924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2924'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TU2924'THE CENTER TOWER OF FIVE AT THE F.A.A. LOW FREQUENCY RANGE
 TU2924'INSTALLATION, ABOUT 1/2 MILE SOUTH OF PUU OLAI (RED HILL).
 TU2924
 TU2924                          STATION RECOVERY (1968)
 TU2924
 TU2924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2924'STATION IS GONE.  THIS NAVIGATION AID WAS DISCONTINUED AND ALL
 TU2924'5 TOWERS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2990 ***********************************************************************
 TU2990  DESIGNATION -  MAUI SOUTH BASE
 TU2990  PID         -  TU2990
 TU2990  STATE/COUNTY-  HI/MAUI
 TU2990  USGS QUAD   -  WAILUKU (1997)
 TU2990
 TU2990                         *CURRENT SURVEY CONTROL
 TU2990  ___________________________________________________________________
 TU2990* NAD 83(1993)-  20 50 36.18839(N)    156 28 34.99514(W)     ADJUSTED  
 TU2990* LOCAL TIDAL -        48.7    (meters)     160.     (feet)  VERT ANG  
 TU2990  ___________________________________________________________________
 TU2990  EPOCH DATE  -        1993.62
 TU2990  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 TU2990  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU2990
 TU2990  HORZ ORDER  -  FIRST
 TU2990
 TU2990.The horizontal coordinates were established by classical geodetic methods
 TU2990.and adjusted by the National Geodetic Survey in December 1998..
 TU2990.The horizontal coordinates are valid at the epoch date displayed above.
 TU2990.The epoch date for horizontal control is a decimal equivalence
 TU2990.of Year/Month/Day.
 TU2990
 TU2990.The orthometric height was determined by vertical angle observations.
 TU2990
 TU2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2990
 TU2990.The geoid height was determined by GEOID03.
 TU2990
 TU2990;                    North         East     Units Scale Factor Converg.
 TU2990;SPC HI 2     -    56,478.592   519,803.328   MT  0.99997151   +0 04 03.7
 TU2990;UTM  04      - 2,306,873.615   762,612.509   MT  1.00045237   +0 53 54.4
 TU2990
 TU2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2990!SPC HI 2     -   0.99998979  x   0.99997151  =   0.99996130
 TU2990!UTM  04      -   0.99998979  x   1.00045237  =   1.00044216
 TU2990
 TU2990:                Primary Azimuth Mark                     Grid Az
 TU2990:SPC HI 2     -  MAUI SOUTH BASE AZ MK                    318 37 43.6
 TU2990:UTM  04      -  MAUI SOUTH BASE AZ MK                    317 47 52.9
 TU2990
 TU2990|---------------------------------------------------------------------|
 TU2990| PID    Reference Object                     Distance      Geod. Az  |
 TU2990|                                                           dddmmss.s |
 TU2990| CN5912 MAUI SOUTH BASE AZ MK                              3184147.3 |
 TU2990| TU3034 KAHULUI RADIO STA KMVI MAST         APPROX. 5.0 KM 3482252.0 |
 TU2990|---------------------------------------------------------------------|
 TU2990
 TU2990                          SUPERSEDED SURVEY CONTROL
 TU2990
 TU2990  NAD 83(1986)-  20 50 36.15030(N)    156 28 34.98216(W) AD(       ) 1
 TU2990  OLD HI      -  20 50 47.68700(N)    156 28 45.13700(W) AD(       ) 1
 TU2990
 TU2990.Superseded values are not recommended for survey control.
 TU2990.NGS no longer adjusts projects to the OLD HI datum.
 TU2990.See file dsdata.txt to determine how the superseded data were derived.
 TU2990
 TU2990_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6261306874(NAD 83)
 TU2990
 TU2990  HISTORY     - Date     Condition        Report By
 TU2990  HISTORY     - 1871     MONUMENTED       HIGS
 TU2990  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2990  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2990  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2990  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU2990
 TU2990                          STATION DESCRIPTION
 TU2990
 TU2990'DESCRIBED BY HAWAII GEODETIC SURVEY 1871
 TU2990'ABOUT THE CENTER OF THE WAILUKU PENINSULA, ABOUT 2 MILES
 TU2990'EAST-SOUTHEAST OF WAIKAPU VILLAGE, SOUTH OF THE ROAD FROM
 TU2990'WAIKAPU TO KULA, EAST OF A RANGE OF SAND HILLS, AND ON THE SUMMIT
 TU2990'OF RISING GROUND.  MARKED BY COPPER BOLT WITH CROSS LINES ON
 TU2990'IT SET IN A GRANITE POST WHICH IS INCLOSED IN A PIER OF MASONRY.
 TU2990
 TU2990                          STATION RECOVERY (1929)
 TU2990
 TU2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2990'ORIGINAL DESCRIPTION AND MARK GOOD, WITH THIS EXCEPTION--MASONRY
 TU2990'ENCLOSING GRANITE POST WAS PARTIALLY IN A STATE OF RUIN.
 TU2990'
 TU2990'NEW WORK--MASONRY WAS REPAIRED, AND A WIRE FENCE WAS BUILT
 TU2990'AROUND THE STATION TO KEEP CATTLE FROM FURTHER DISTURBING THE
 TU2990'MASONRY FOUNDATION.
 TU2990'
 TU2990'NOTHING MORE WAS DONE AS THE STATION IS ENCLOSED BY A FOREST OF
 TU2990'KEAWE TREES ABOUT 25 FEET HIGH.
 TU2990
 TU2990                          STATION RECOVERY (1950)
 TU2990
 TU2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2990'THE ORIGINAL STATION WAS RECOVERED, AS DESCRIBED, IN GOOD
 TU2990'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.  A
 TU2990'NEW DESCRIPTION FOLLOWS--
 TU2990'
 TU2990'THE STATION IS LOCATED IN PASTURE LAND, WHICH IS COVERED WITH A
 TU2990'HEAVY GROWTH OF KIAWE TREES, ON LAND BELONGING TO THE PUU NENE
 TU2990'PLANTATION.  IT LIES ABOUT 3.5 MILES SOUTHEAST OF WAILUKU, ABOUT
 TU2990'2 MILES WEST OF PUU NENE VILLAGE, ABOUT 1.0 MILE WEST OF THE ROAD
 TU2990'WHICH RUNS BETWEEN KAHULUI AND KIHEI, ABOUT 200 YARDS EAST OF A
 TU2990'TRACK ROAD AND 19 FEET EAST OF A FENCE INTERSECTION.
 TU2990'
 TU2990'TO REACH FROM THE POST OFFICE AT KAHULUI.  GO SOUTHEAST FOR 1.8
 TU2990'MILES TO THE VILLAGE OF PUU NENE.  TURN RIGHT AND GO SOUTH,
 TU2990'TOWARD KIHEI, FOR 1.7 MILES.  TURN RIGHT, ONTO A GRADED ROAD,
 TU2990'AND GO WESTERLY FOR 0.9 MILE.  TURN LEFT AND GO SOUTH FOR .05
 TU2990'MILE.  PASS THROUGH A BOARD GATE AND CONTINUE SOUTH, ON A TRACK
 TU2990'ROAD, FOR 0.2 MILE.  (THE AZIMUTH MARK IS TO THE RIGHT HAND SIDE
 TU2990'OF THIS POINT) TURN LEFT AND GO EAST FOR 0.05 MILE TO THE
 TU2990'STATION.
 TU2990'
 TU2990'THE STATION IS THE CENTER OF A COPPER PLUG WHICH IS WEDGED INTO
 TU2990'A DRILL HOLE ON THE TOP OF A 1 FOOT SQUARE GRANITE POST.  THIS
 TU2990'GRANITE POST IS SET ON THE TOP OF A STONE AND CONCRETE MONUMENT
 TU2990'WHICH IS ABOUT 10 FEET SQUARE AND 4 FEET HIGH.
 TU2990'
 TU2990'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MAUI SOUTH BASE
 TU2990'1949, WHICH IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 TU2990'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED ABOUT 0.05 MILE WEST
 TU2990'OF THE STATION AND 18 FEET WEST OF THE CENTER OF A TRACK ROAD.
 TU2990
 TU2990                          STATION RECOVERY (1968)
 TU2990
 TU2990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2990'STATION MARK AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 TU2990'CONDITION.  A WITNESS POST WAS SET AT THE AZIMUTH MARK AND
 TU2990'THE LINE WAS CLEARED TO THE STATION.  A COMPLETE DESCRIPTION
 TU2990'FOLLOWS--
 TU2990'
 TU2990'STATION IS LOCATED ABOUT 2 MILES EAST-SOUTHEAST OF WAIKAPU, 2 MILES
 TU2990'SOUTHWEST OF PUUNENE, AND 1700 FEET SOUTH OF HIGHWAY 40, IN AN
 TU2990'AREA COVERED WITH LARGE KIAWE TREES, ABOUT 475 FEET SOUTHEAST OF
 TU2990'THE SOUTHEAST CORNER OF A LARGE RUBBISH DUMP BELONGING TO THE
 TU2990'PUUNENE SUGAR CO.  THERE IS A WOODEN TOWER ABOUT 24 FEET HIGH,
 TU2990'BUILT OVER THE STATION, AND AN OLD WIRE FENCE SURROUNDS STATION.
 TU2990'
 TU2990'TO REACH STATION FROM THE KAHULUI SHOPPING CENTER, GO SOUTH ON
 TU2990'STATE HIGHWAY 35 FOR 1.9 MILES TO PUUNENE.  CONTINUE ON THE
 TU2990'HIGHWAY FOR 1.7 MILES TO INTERSECTION WITH HIGHWAY 40.  TURN RIGHT
 TU2990'AND GO WEST ON HIGHWAY 40 FOR 0.9 MILE TO CROSSROAD AT POWER
 TU2990'POLE NO. 9.  TURN LEFT AND GO 0.1 MILE TO FORK AT CHAIN GATE,
 TU2990'AND SIGN PRIVATE DUMP.  TAKE RIGHT FORK, PASSING THROUGH GATE,
 TU2990'AND GO SOUTHWEST ON TRACK ROAD ALONG EDGE OF DUMP FOR 0.15 MILE
 TU2990'TO SOUTHEAST CORNER OF DUMP, AND THE AZIMUTH MARK.  PACK
 TU2990'SOUTHEAST ABOUT 150 YARDS THROUGH TREES TO STATION.
 TU2990'
 TU2990'STATION MARK IS A 3/4-INCH BRASS PLUG, SET INTO A DRILL HOLE IN
 TU2990'THE ROUNDED TOP OF AN 8-INCH-SQUARE GRANITE POST THAT PROJECTS
 TU2990'2 FEET FROM THE CENTER OF A 10-FOOT-SQUARE, STONE AND MORTAR
 TU2990'PIER 4 FEET HIGH.
 TU2990'
 TU2990'AZIMUTH MARK IS A STANDARD DISK STAMPED MAUI SOUTH BASE 1949,
 TU2990'SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU2990'PROJECTS 3 INCHES ABOVE GROUND.  IT IS 110 FEET SOUTHEAST OF
 TU2990'SOUTHEAST CORNER OF RUBBISH DUMP, 19 FEET NORTHWEST OF THE CENTER
 TU2990'LINE OF A GRASSY, TRACK ROAD, 98 FEET SOUTH-SOUTHEAST OF THE
 TU2990'INTERSECTION OF THE GRASSY TRACK ROAD AND THE CURVE OF THE TRACK
 TU2990'ROAD BORDERING THE DUMP, AND 1-1/2 FEET SOUTHWEST OF A WHITE
 TU2990'WITNESS POST.
 TU2990'
 TU2990'NOTE--STATION IS 445.0 FEET SOUTHEAST FROM THE AZIMUTH MARK.
 TU2990
 TU2990                          STATION RECOVERY (1999)
 TU2990
 TU2990'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2699 ***********************************************************************
 TU2699  DESIGNATION -  MAULILI HITS 1948
 TU2699  PID         -  TU2699
 TU2699  STATE/COUNTY-  HI/HAWAII
 TU2699  USGS QUAD   -  HAWI (1995)
 TU2699
 TU2699                         *CURRENT SURVEY CONTROL
 TU2699  ___________________________________________________________________
 TU2699* NAD 83(1993)-  20 12 34.95290(N)    155 47 07.29984(W)     ADJUSTED  
 TU2699* LOCAL TIDAL -       295.0    (meters)     968.     (feet)  VERT ANG  
 TU2699  ___________________________________________________________________
 TU2699  EPOCH DATE  -        1993.62
 TU2699  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 TU2699  GEOID HEIGHT-          18.89  (meters)                     GEOID03
 TU2699
 TU2699  HORZ ORDER  -  THIRD
 TU2699
 TU2699.The horizontal coordinates were established by classical geodetic methods
 TU2699.and adjusted by the National Geodetic Survey in December 1998..
 TU2699.The horizontal coordinates are valid at the epoch date displayed above.
 TU2699.The epoch date for horizontal control is a decimal equivalence
 TU2699.of Year/Month/Day.
 TU2699
 TU2699.The orthometric height was determined by vertical angle observations.
 TU2699
 TU2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2699
 TU2699.The geoid height was determined by GEOID03.
 TU2699
 TU2699;                    North         East     Units Scale Factor Converg.
 TU2699;SPC HI 1     -   152,383.200   470,178.441   MT  0.99997765   -0 05 54.9
 TU2699;UTM  05      - 2,237,133.399   208,936.585   MT  1.00064720   -0 57 46.5
 TU2699
 TU2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2699!SPC HI 1     -   0.99995066  x   0.99997765  =   0.99992831
 TU2699!UTM  05      -   0.99995066  x   1.00064720  =   1.00059783
 TU2699
 TU2699:                Primary Azimuth Mark                     Grid Az
 TU2699:SPC HI 1     -  KAUHOLA POINT LIGHT 1948                 019 52 51.2
 TU2699:UTM  05      -  KAUHOLA POINT LIGHT 1948                 020 44 42.8
 TU2699
 TU2699|---------------------------------------------------------------------|
 TU2699| PID    Reference Object                     Distance      Geod. Az  |
 TU2699|                                                           dddmmss.s |
 TU2699| TU2717 KAUHOLA POINT LIGHT 1948            APPROX. 4.3 KM 0194656.3 |
 TU2699| TU2722 CATHOLIC CH W CROSS ON BELFRY       APPROX. 6.0 KM 3013038.1 |
 TU2699|---------------------------------------------------------------------|
 TU2699
 TU2699                          SUPERSEDED SURVEY CONTROL
 TU2699
 TU2699  NAD 83(1986)-  20 12 34.92134(N)    155 47 07.30392(W) AD(       ) 3
 TU2699  OLD HI      -  20 12 45.98100(N)    155 47 17.33400(W) AD(       ) 3
 TU2699
 TU2699.Superseded values are not recommended for survey control.
 TU2699.NGS no longer adjusts projects to the OLD HI datum.
 TU2699.See file dsdata.txt to determine how the superseded data were derived.
 TU2699
 TU2699_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0893737133(NAD 83)
 TU2699
 TU2699  HISTORY     - Date     Condition        Report By
 TU2699  HISTORY     - 1948     MONUMENTED       HITS
 TU2699  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2699
 TU2699                          STATION DESCRIPTION
 TU2699
 TU2699'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2699'LOCATED AT THE SUMMIT OF A SMALL BRUSH COVERED HILL IN THE CANE
 TU2699'FIELDS, 1.3 MILES FROM THE MAIN HIGHWAY AND FROM THE HALAULA SCHOOL
 TU2699'WHERE THE TURN OFF FROM THE MAIN HIGHWAY IS MADE.  (ALSO TELEPHONE
 TU2699'POLE NO. 35).  THE ROAD IS STRAIGHT FROM THE MAIN HIGHWAY TO NEAR
 TU2699'BY THE STATION.  FROM THE STATION THIS ROAD, THE HALAULA SCHOOL
 TU2699'AND KAUHOLA POINT LIGHT ARE ALL ABOUT IN RANGE.
 TU2699'
 TU2699'MARKED BY A TRIANGLE FORMED IN A 4 IN CYLINDER OF CONCRETE AND
 TU2699'SURROUNDED BY A CONCRETE PLATFORM, WITH METAL POLE AND TARGET OVER
 TU2699'THE MARK.  THIS MONUMENTING (EXCEPT THE OLD CENTER MARK) WAS DONE
 TU2699'IN 1938 BY THE HAWAII TERRITORY SURVEY, WHO THEN RECOVERED THE
 TU2699'SAME CYLINDER OF CONCRETE.  THERE IS A SMALL GALVANIZED IRON
 TU2699'STRUCTURE COVERING A GRAVE ADJACENT TO THE STATION.
 TU2699
 TU2699                          STATION RECOVERY (1967)
 TU2699
 TU2699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2699'STATION WAS RECOVERED.  THERE IS NO LONGER A METAL TARGET OVER THE
 TU2699'MARK SINCE THE METAL SUPPORT HAS RUSTED OFF.  A COMPLETE DESCRIPTION
 TU2699'FOLLOWS.
 TU2699'
 TU2699'STATION IS LOCATED ABOUT 3-1/2 MILES EAST-SOUTHEAST OF HAWI,
 TU2699'1-1/4 MILES SOUTH-SOUTHWEST OF HALAULA SCHOOL, AND ABOUT 500 FEET
 TU2699'SOUTH OF THE KOHALA DITCH, AT ABOUT 968 FEET ELEVATION, ON A GRASSY
 TU2699'RISE SURROUNDED BY CANE.
 TU2699'
 TU2699'TO REACH STATION FROM THE POST OFFICE AT KOHALA, GO EAST ON STATE
 TU2699'HIGHWAY 27 FOR 1.2 MILES TO PAVED CROSSROAD.  TURN RIGHT AND GO
 TU2699'UPGRADE FOR 1.35 MILES TO FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO
 TU2699'CROSSROAD AT WEATHER STATION, JUST BEFORE CROSSING CANAL.  TURN
 TU2699'LEFT AND GO ALONG LEFT SIDE OF CANAL FOR 0.1 MILE.  TURN LEFT AND
 TU2699'GO NORTH ON CANE ROAD FOR 150 YARDS TO BASE OF KNOLL ON LEFT.
 TU2699'WALK ABOUT 100 FEET UP THROUGH CANE FIELD TO STATION.
 TU2699'
 TU2699'STATION MARK IS A HOLE IN THE CENTER OF A TRIANGLE IN THE TOP OF A
 TU2699'5-INCH-DIAMETER CONCRETE POST PROJECTING 3 INCHES FROM THE CENTER
 TU2699'OF A TRIANGULAR, CONCRETE PLATFORM PROJECTING 6 INCHES FROM
 TU2699'GROUND.  SOME VERY LARGE BOULDERS HAVE BEEN PUSHED UP BY THE
 TU2699'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1750 ***********************************************************************
 TU1750  DESIGNATION -  MAULU
 TU1750  PID         -  TU1750
 TU1750  STATE/COUNTY-  HI/KAUAI
 TU1750  USGS QUAD   -  KAPAA (1996)
 TU1750
 TU1750                         *CURRENT SURVEY CONTROL
 TU1750  ___________________________________________________________________
 TU1750* NAD 83(1993)-  21 59 43.00505(N)    159 20 10.55068(W)     ADJUSTED  
 TU1750* LOCAL TIDAL -        14.0    (meters)      46.     (feet)  VERT ANG  
 TU1750  ___________________________________________________________________
 TU1750  EPOCH DATE  -        1993.62
 TU1750  LAPLACE CORR-         -13.68  (seconds)                    DEFLEC99
 TU1750  GEOID HEIGHT-          15.22  (meters)                     GEOID03
 TU1750
 TU1750  HORZ ORDER  -  THIRD
 TU1750
 TU1750.The horizontal coordinates were established by classical geodetic methods
 TU1750.and adjusted by the National Geodetic Survey in December 1998..
 TU1750.The horizontal coordinates are valid at the epoch date displayed above.
 TU1750.The epoch date for horizontal control is a decimal equivalence
 TU1750.of Year/Month/Day.
 TU1750
 TU1750.The orthometric height was determined by vertical angle observations.
 TU1750
 TU1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1750
 TU1750.The geoid height was determined by GEOID03.
 TU1750
 TU1750;                    North         East     Units Scale Factor Converg.
 TU1750;SPC HI 4     -    17,940.990   516,908.130   MT  0.99999353   +0 03 40.8
 TU1750;UTM  04      - 2,432,342.578   465,289.245   MT  0.99961489   -0 07 33.4
 TU1750
 TU1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1750!SPC HI 4     -   0.99999541  x   0.99999353  =   0.99998894
 TU1750!UTM  04      -   0.99999541  x   0.99961489  =   0.99961030
 TU1750
 TU1750|---------------------------------------------------------------------|
 TU1750| PID    Reference Object                     Distance      Geod. Az  |
 TU1750|                                                           dddmmss.s |
 TU1750| CJ8844 MAULU RM 3                            7.398 METERS 01657     |
 TU1750| TU1767 HOKUNUI RESET                       APPROX. 7.9 KM 2090638.5 |
 TU1750| CJ8843 MAULU RM 1                            6.815 METERS 30814     |
 TU1750|---------------------------------------------------------------------|
 TU1750
 TU1750                          SUPERSEDED SURVEY CONTROL
 TU1750
 TU1750  NAD 83(1986)-  21 59 42.98325(N)    159 20 10.60327(W) AD(       ) 3
 TU1750  OLD HI      -  21 59 54.31200(N)    159 20 20.66100(W) AD(       ) 3
 TU1750
 TU1750.Superseded values are not recommended for survey control.
 TU1750.NGS no longer adjusts projects to the OLD HI datum.
 TU1750.See file dsdata.txt to determine how the superseded data were derived.
 TU1750
 TU1750_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6528932343(NAD 83)
 TU1750_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1750_SETTING: 66 = SET IN ROCK OUTCROP
 TU1750
 TU1750  HISTORY     - Date     Condition        Report By
 TU1750  HISTORY     - 1927     MONUMENTED       CGS
 TU1750  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1750  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1750  HISTORY     - 19970107 MARK NOT FOUND   USPSQD
 TU1750  HISTORY     - 19970609 MARK NOT FOUND   USPSQD
 TU1750
 TU1750                          STATION DESCRIPTION
 TU1750
 TU1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1750'ON EASTERN COAST OF KAUAI, ON NORTHEAST POINT OF ENTRANCE TO
 TU1750'HANAMAULU BAY.  IT IS ON A LARGE FLAT ROCK OUTCROP ABOUT 3 FEET
 TU1750'BACK FROM BLUFF LINE, ABOUT 45 FEET ABOVE SEA LEVEL, AND 30 FEET
 TU1750'NORTH OF SHORE LINE.  REACHED BY TRUCK FROM HANAMAULU BY GOING
 TU1750'EAST ALONG ROAD PAST GRAMMAR SCHOOL TO THE END AT A RAILROAD
 TU1750'CUT ON NORTH SIDE OF HANAMAULU BAY.  A PATH CONTINUES EAST TO
 TU1750'A STONE WALL ON NORTHEAST POINT OF BAY.  THE STATION IS ABOUT
 TU1750'100 YARDS EAST OF THIS WALL AND NEAR A GROVE OF TREES.  MARKED
 TU1750'ACCORDING TO NOTE 2, A STANDARD DISK IN OUTCROPPING
 TU1750'BEDROCK.  REFERENCE MARKS SET ACCORDING TO NOTE 12, STANDARD
 TU1750'REFERENCE DISKS, WERE IN LARGE ROCK OUTCROPS SEVERAL FEET
 TU1750'ABOVE THE SURROUNDING GROUND.  THEY ARE AT THE FOLLOWING
 TU1750'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 6.815
 TU1750'METERS (22.36 FEET), 127 DEG 59 MIN.  NO. 2, 4.336 METERS
 TU1750'(14.23 FEET), 178 DEG 38 MIN.
 TU1750
 TU1750                          STATION RECOVERY (1958)
 TU1750
 TU1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1750'THE STATION AND R.M. 1 WERE FOUND AS DESCRIBED IN 1927 AND IN
 TU1750'VERY GOOD CONDITION.  R.M. 2 WAS PROBABLY DESTROYED BY THE
 TU1750'ERECTION OF A LOOKOUT TOWER DURING WORLD WAR II.
 TU1750'
 TU1750'TO REACH FROM THE P.O. IN LIHUE, GO 2.1 MILES N.E. ALONG THE
 TU1750'MAIN HIGHWAY TO THE VILLAGE OF HANAMAULU.  CONTINUE 0.6 MILE ON
 TU1750'MAIN HIGHWAY.  TURN RIGHT AND GO 0.6 MILE, THEN BEAR TO LEFT
 TU1750'AND GO 0.4 MILE TO TREE LINE ALONG BEACH.  TURN RIGHT AND GO 0.45
 TU1750'MILE ALONG EAST SIDE OF SUGAR CANE FIELD AND STONEWALL TO END OF
 TU1750'ROAD AT HANAMULU BAY.  STATION IS ABOUT 165 FEET S.E. OF SOUTH
 TU1750'END OF STONEWALL.  R.M. 1 IS AT THE EDGE OF THE IRONWOOD TREE
 TU1750'LINE AND IN THE TOP OF A LARGE FOUR FOOT BOULDER.  THE ENTIRE
 TU1750'BEACH LINE IS NOW LINED WITH IRONWOOD TREES.
 TU1750
 TU1750                          STATION RECOVERY (1965)
 TU1750
 TU1750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1750'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD
 TU1750'CONDITION.  RM NO. 2 HAS BEEN DESTROYED.  A NEW REFERENCE MARK,
 TU1750'NUMBER THREE, WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1750'
 TU1750'STATION IS LOCATED ABOUT 1 MILE EAST OF HANAMAULU, ON POINT ON
 TU1750'NORTH SIDE OF HANAMAULU BAY, 1/4-MILE WEST-NORTHWEST OF THE OUTER
 TU1750'END OF THE BREAKWATER AT ENTRANCE TO THE BAY, ON SLOPE, ABOUT
 TU1750'47 FEET ABOVE SEA LEVEL, ON MAKAI SIDE OF GROVE OF IRONWOOD
 TU1750'TREES, IN SMALL AREA COVERED WITH TALL GRASS.
 TU1750'
 TU1750'TO REACH STATION FROM THE POST OFFICE IN HANAMAULU, GO NORTH ON
 TU1750'STATE HIGHWAY 56 FOR 0.6 MILE TO CROSSROAD.  TURN RIGHT AND GO 0.6
 TU1750'MILE.  TAKE LEFT FORK AND GO 0.4 MILE TO T-JUNCTION AT EDGE OF
 TU1750'TREES.  TURN RIGHT AND GO SOUTHERLY ALONG EDGE OF TREES ON
 TU1750'CANEFIELD ROAD FOR 0.45 MILE TO SOUTH END OF ROCK WALL AT SHARP
 TU1750'RIGHT TURN OF ROAD, AND END OF TRUCK TRAVEL.  WALK SOUTHEAST
 TU1750'DOWN THROUGH TREES FOR ABOUT 50 YARDS TO STATION.
 TU1750'
 TU1750'STATION MARK IS A STANDARD DISK STAMPED MAULU 1927, CEMENTED IN
 TU1750'A DRILL HOLE IN A BEDROCK LEDGE ABOUT 5 FEET IN DIAMETER AND
 TU1750'PROJECTING 2-1/2 FEET ON THE LOWER SIDE.  IT IS 147 FEET SOUTHEAST
 TU1750'OF END OF ROCK WALL AND 12 FEET EAST OF SOME LARGE SLABS OF
 TU1750'CONCRETE THAT ARE THE REMAINS OF AN OLD MILITARY INSTALLATION.
 TU1750'
 TU1750'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAULU 1
 TU1750'1927, CEMENTED IN A DRILL HOLE IN A PROMINENT BEDROCK LEDGE
 TU1750'ABOUT 10 FEET LONG AND PROJECTING 3 FEET ON THE LOWER SIDE.  IT
 TU1750'IS AT THE EDGE OF THE IRONWOOD TREES AND 6 FEET HIGHER THAN
 TU1750'STATION MARK.
 TU1750'
 TU1750'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MAULU
 TU1750'1927 NO 3 1965, CEMENTED IN A DRILL HOLE IN A GREY BEDROCK
 TU1750'LEDGE THAT PROJECTS 2 FEET ON THE LOWER SIDE.  IT IS AT THE
 TU1750'EDGE OF THE IRONWOOD TREES AND 3-1/2 FEET HIGHER THAN STATION
 TU1750'MARK.
 TU1750
 TU1750                          STATION RECOVERY (1997)
 TU1750
 TU1750'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1750'MARK NOT FOUND.
 TU1750
 TU1750                          STATION RECOVERY (1997)
 TU1750
 TU1750'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2308 ***********************************************************************
 TU2308  DESIGNATION -  MAUNA KEA 1892
 TU2308  PID         -  TU2308
 TU2308  STATE/COUNTY-  HI/HAWAII
 TU2308  USGS QUAD   -  MAUNA KEA (1982)
 TU2308
 TU2308                         *CURRENT SURVEY CONTROL
 TU2308  ___________________________________________________________________
 TU2308* NAD 83(1993)-  19 49 31.08913(N)    155 28 08.23225(W)     ADJUSTED  
 TU2308* LOCAL TIDAL -      4176.     (meters)   13701.     (feet)  SCALED    
 TU2308  ___________________________________________________________________
 TU2308  EPOCH DATE  -        1993.62
 TU2308  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 TU2308  GEOID HEIGHT-          26.30  (meters)                     GEOID03
 TU2308
 TU2308  HORZ ORDER  -  THIRD
 TU2308
 TU2308.The horizontal coordinates were established by classical geodetic methods
 TU2308.and adjusted by the National Geodetic Survey in December 1998..
 TU2308.The horizontal coordinates are valid at the epoch date displayed above.
 TU2308.The epoch date for horizontal control is a decimal equivalence
 TU2308.of Year/Month/Day.
 TU2308
 TU2308.The orthometric height was scaled from a topographic map.
 TU2308
 TU2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2308
 TU2308.The geoid height was determined by GEOID03.
 TU2308
 TU2308;                    North         East     Units Scale Factor Converg.
 TU2308;SPC HI 1     -   109,803.718   503,252.397   MT  0.99996680   +0 00 37.9
 TU2308;UTM  05      - 2,194,040.044   241,388.801   MT  1.00042672   -0 50 16.2
 TU2308
 TU2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2308!SPC HI 1     -   0.99933987  x   0.99996680  =   0.99930669
 TU2308!UTM  05      -   0.99933987  x   1.00042672  =   0.99976630
 TU2308
 TU2308:                Primary Azimuth Mark                     Grid Az
 TU2308:SPC HI 1     -  SUMMIT                                   170 19 30.7
 TU2308:UTM  05      -  SUMMIT                                   171 10 24.8
 TU2308
 TU2308|---------------------------------------------------------------------|
 TU2308| PID    Reference Object                     Distance      Geod. Az  |
 TU2308|                                                           dddmmss.s |
 TU2308| TU2307 SUMMIT                              APPROX. 0.5 KM 1702008.6 |
 TU2308| TU2330 PAPALEKOKI 1877                     APPROX. 5.6 KM 3453023.2 |
 TU2308|---------------------------------------------------------------------|
 TU2308
 TU2308                          SUPERSEDED SURVEY CONTROL
 TU2308
 TU2308  NAD 83(1986)-  19 49 31.05916(N)    155 28 08.25890(W) AD(       ) 3
 TU2308  OLD HI      -  19 49 42.81200(N)    155 28 18.01400(W) AD(       ) 3
 TU2308
 TU2308.Superseded values are not recommended for survey control.
 TU2308.NGS no longer adjusts projects to the OLD HI datum.
 TU2308.See file dsdata.txt to determine how the superseded data were derived.
 TU2308
 TU2308_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4138994040(NAD 83)
 TU2308
 TU2308  HISTORY     - Date     Condition        Report By
 TU2308  HISTORY     - 1892     MONUMENTED       HIGS
 TU2308
 TU2308                          STATION DESCRIPTION
 TU2308
 TU2308'DESCRIBED BY HAWAII GEODETIC SURVEY 1892
 TU2308'ON MAUNA KEA, ON THE HIGHEST POINT VISIBLE FROM WAIMEA, 514.8
 TU2308'METERS NORTH OF AND 49 FEET LOWER THAN THE HIGHEST SUMMIT.  MARKED
 TU2308'BY AN IRON STAKE, AND A CAIRN OF STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6589 ***********************************************************************
 DE6589  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6589  DESIGNATION -  MAUNA KEA CORS ARP
 DE6589  CORS_ID     -  MKEA
 DE6589  PID         -  DE6589
 DE6589  STATE/COUNTY-  HI/HAWAII
 DE6589  USGS QUAD   -  MAUNA KEA (1982)
 DE6589
 DE6589                         *CURRENT SURVEY CONTROL
 DE6589  ___________________________________________________________________
 DE6589* NAD 83(CORS)-  19 48 04.84666(N)    155 27 22.74500(W)     ADJUSTED  
 DE6589* LOCAL TIDAL -                                                        
 DE6589  ___________________________________________________________________
 DE6589  EPOCH DATE  -        2002.00
 DE6589  X           -  -5,464,104.352 (meters)                     COMP
 DE6589  Y           -  -2,495,168.545 (meters)                     COMP
 DE6589  Z           -   2,148,290.350 (meters)                     COMP
 DE6589  ELLIP HEIGHT-        3754.51  (meters)          (08/??/02) GPS OBS
 DE6589  GEOID HEIGHT-          26.50  (meters)                     GEOID03
 DE6589
 DE6589  HORZ ORDER  -  SPECIAL (CORS)
 DE6589  ELLP ORDER  -  SPECIAL (CORS)
 DE6589
 DE6589.ITRF positions are available for this station.
 DE6589.The coordinates were established by GPS observations
 DE6589.and adjusted by the National Geodetic Survey in August 2002..
 DE6589.The coordinates are valid at the epoch date displayed above.
 DE6589.The epoch date for horizontal control is a decimal equivalence
 DE6589.of Year/Month/Day.
 DE6589
 DE6589
 DE6589.The PID for the CORS L1 Phase Center is DE6590.
 DE6589
 DE6589.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6589
 DE6589.The ellipsoidal height was determined by GPS observations
 DE6589.and is referenced to NAD 83.
 DE6589
 DE6589.The geoid height was determined by GEOID03.
 DE6589
 DE6589;                    North         East     Units Scale Factor Converg.
 DE6589;SPC HI 1     -   107,152.096   504,576.743   MT  0.99996693   +0 00 53.3
 DE6589
 DE6589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6589!SPC HI 1     -   0.99941017  x   0.99996693  =   0.99937712
 DE6589
 DE6589                          SUPERSEDED SURVEY CONTROL
 DE6589
 DE6589.No superseded survey control is available for this station.
 DE6589
 DE6589_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4267491368(NAD 83)
 DE6589_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6589
 DE6589                          STATION DESCRIPTION
 DE6589
 DE6589'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6589'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE6589'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6589'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6589'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE6589'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6590 ***********************************************************************
 DE6590  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6590  DESIGNATION -  MAUNA KEA CORS L1 PHASE CENTER
 DE6590  CORS_ID     -  MKEA
 DE6590  PID         -  DE6590
 DE6590  STATE/COUNTY-  HI/HAWAII
 DE6590  USGS QUAD   -  MAUNA KEA (1982)
 DE6590
 DE6590                         *CURRENT SURVEY CONTROL
 DE6590  ___________________________________________________________________
 DE6590* NAD 83(CORS)-  19 48 04.84666(N)    155 27 22.74500(W)     ADJUSTED  
 DE6590* LOCAL TIDAL -                                                        
 DE6590  ___________________________________________________________________
 DE6590  EPOCH DATE  -        2002.00
 DE6590  X           -  -5,464,104.446 (meters)                     COMP
 DE6590  Y           -  -2,495,168.588 (meters)                     COMP
 DE6590  Z           -   2,148,290.388 (meters)                     COMP
 DE6590  ELLIP HEIGHT-        3754.62  (meters)          (08/??/02) GPS OBS
 DE6590  GEOID HEIGHT-          26.50  (meters)                     GEOID03
 DE6590
 DE6590  HORZ ORDER  -  SPECIAL (CORS)
 DE6590  ELLP ORDER  -  SPECIAL (CORS)
 DE6590
 DE6590.ITRF positions are available for this station.
 DE6590.The coordinates were established by GPS observations
 DE6590.and adjusted by the National Geodetic Survey in August 2002..
 DE6590.The coordinates are valid at the epoch date displayed above.
 DE6590.The epoch date for horizontal control is a decimal equivalence
 DE6590.of Year/Month/Day.
 DE6590
 DE6590
 DE6590.The PID for the CORS ARP is DE6589.
 DE6590
 DE6590.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6590
 DE6590.The ellipsoidal height was determined by GPS observations
 DE6590.and is referenced to NAD 83.
 DE6590
 DE6590.The geoid height was determined by GEOID03.
 DE6590
 DE6590;                    North         East     Units Scale Factor Converg.
 DE6590;SPC HI 1     -   107,152.096   504,576.743   MT  0.99996693   +0 00 53.3
 DE6590
 DE6590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6590!SPC HI 1     -   0.99941015  x   0.99996693  =   0.99937710
 DE6590
 DE6590                          SUPERSEDED SURVEY CONTROL
 DE6590
 DE6590.No superseded survey control is available for this station.
 DE6590
 DE6590_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4267491368(NAD 83)
 DE6590_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6590
 DE6590                          STATION DESCRIPTION
 DE6590
 DE6590'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6590'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE6590'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6590'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6590'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE6590'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE6591 ***********************************************************************
 DE6591  DESIGNATION -  MAUNA KEA MON
 DE6591  PID         -  DE6591
 DE6591  STATE/COUNTY-  HI/HAWAII
 DE6591  USGS QUAD   -  MAUNA KEA (1982)
 DE6591
 DE6591                         *CURRENT SURVEY CONTROL
 DE6591  ___________________________________________________________________
 DE6591* NAD 83(CORS)-  19 48 04.84666(N)    155 27 22.74500(W)     ADJUSTED  
 DE6591* LOCAL TIDAL -                                                        
 DE6591  ___________________________________________________________________
 DE6591  EPOCH DATE  -        2002.00
 DE6591  X           -  -5,464,104.352 (meters)                     COMP
 DE6591  Y           -  -2,495,168.545 (meters)                     COMP
 DE6591  Z           -   2,148,290.350 (meters)                     COMP
 DE6591  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 DE6591  ELLIP HEIGHT-        3754.51  (meters)          (08/??/02) GPS OBS
 DE6591  GEOID HEIGHT-          26.50  (meters)                     GEOID03
 DE6591
 DE6591  HORZ ORDER  -  A
 DE6591  ELLP ORDER  -  FOURTH    CLASS I
 DE6591
 DE6591.ITRF positions are available for this station.
 DE6591.The horizontal coordinates were established by GPS observations
 DE6591.and adjusted by the National Geodetic Survey in August 2002..
 DE6591.The horizontal coordinates are valid at the epoch date displayed above.
 DE6591.The epoch date for horizontal control is a decimal equivalence
 DE6591.of Year/Month/Day.
 DE6591
 DE6591
 DE6591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6591
 DE6591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6591
 DE6591.The ellipsoidal height was determined by GPS observations
 DE6591.and is referenced to NAD 83.
 DE6591
 DE6591.The geoid height was determined by GEOID03.
 DE6591
 DE6591;                    North         East     Units Scale Factor Converg.
 DE6591;SPC HI 1     -   107,152.096   504,576.743   MT  0.99996693   +0 00 53.3
 DE6591;UTM  05      - 2,191,367.897   242,674.351   MT  1.00041852   -0 49 57.2
 DE6591
 DE6591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6591!SPC HI 1     -   0.99941017  x   0.99996693  =   0.99937712
 DE6591!UTM  05      -   0.99941017  x   1.00041852  =   0.99982844
 DE6591
 DE6591                          SUPERSEDED SURVEY CONTROL
 DE6591
 DE6591.No superseded survey control is available for this station.
 DE6591
 DE6591_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4267491368(NAD 83)
 DE6591_STAMPING: UNKNOWN
 DE6591'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'MKEA'
 DE6591'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DE6591'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6591'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6591'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE6591'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DE6591'
 DE6591' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2323 ***********************************************************************
 TU2323  DESIGNATION -  MAUNA KEA U OF HAWAII OBS DOME
 TU2323  PID         -  TU2323
 TU2323  STATE/COUNTY-  HI/HAWAII
 TU2323  USGS QUAD   -  MAUNA KEA (1982)
 TU2323
 TU2323                         *CURRENT SURVEY CONTROL
 TU2323  ___________________________________________________________________
 TU2323* NAD 83(1993)-  19 49 22.79875(N)    155 28 09.92556(W)     ADJUSTED  
 TU2323* LOCAL TIDAL -                                                        
 TU2323  ___________________________________________________________________
 TU2323  EPOCH DATE  -        1993.62
 TU2323  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 TU2323  GEOID HEIGHT-          26.32  (meters)                     GEOID03
 TU2323
 TU2323  HORZ ORDER  -  THIRD
 TU2323
 TU2323.The horizontal coordinates were established by classical geodetic methods
 TU2323.and adjusted by the National Geodetic Survey in December 1998..
 TU2323.The horizontal coordinates are valid at the epoch date displayed above.
 TU2323.The epoch date for horizontal control is a decimal equivalence
 TU2323.of Year/Month/Day.
 TU2323
 TU2323
 TU2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2323
 TU2323.The geoid height was determined by GEOID03.
 TU2323
 TU2323;                    North         East     Units Scale Factor Converg.
 TU2323;SPC HI 1     -   109,548.784   503,203.168   MT  0.99996679   +0 00 37.3
 TU2323;UTM  05      - 2,193,785.749   241,335.779   MT  1.00042706   -0 50 16.4
 TU2323
 TU2323                          SUPERSEDED SURVEY CONTROL
 TU2323
 TU2323  NAD 83(1986)-  19 49 22.77934(N)    155 28 09.95223(W) AD(       ) 4
 TU2323  OLD HI      -  19 49 33.74462(N)    155 28 19.95101(W) AD(       ) 3
 TU2323
 TU2323.Superseded values are not recommended for survey control.
 TU2323.NGS no longer adjusts projects to the OLD HI datum.
 TU2323.See file dsdata.txt to determine how the superseded data were derived.
 TU2323
 TU2323_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4133693786(NAD 83)
 TU2323
 TU2323  HISTORY     - Date     Condition        Report By
 TU2323  HISTORY     - 1977     MONUMENTED       NGS
 TU2323
 TU2323                          STATION DESCRIPTION
 TU2323
 TU2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2323'THE STATION IS LOCATED NEAR THE SUMMIT OF MAUNA KEA AND IS
 TU2323'THE TOP AND CENTER OF THE UNIVERSITY OF HAWAII OBSERVATORY
 TU2323'DOME.  IT IS PAINTED WHITE, IS ABOUT 75 FEET HIGH, AND IS THE
 TU2323'HIGHEST OBJECT ON THE SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2310 ***********************************************************************
 TU2310  DESIGNATION -  MAUNA KEA WAIAU LAT STA 1892
 TU2310  PID         -  TU2310
 TU2310  STATE/COUNTY-  HI/HAWAII
 TU2310  USGS QUAD   -  MAUNA KEA (1982)
 TU2310
 TU2310                         *CURRENT SURVEY CONTROL
 TU2310  ___________________________________________________________________
 TU2310* NAD 83(1993)-  19 48 40.11597(N)    155 28 37.30904(W)     ADJUSTED  
 TU2310* LOCAL TIDAL -      3972.     (meters)   13031.     (feet)  SCALED    
 TU2310  ___________________________________________________________________
 TU2310  EPOCH DATE  -        1993.62
 TU2310  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 TU2310  GEOID HEIGHT-          26.50  (meters)                     GEOID03
 TU2310
 TU2310  HORZ ORDER  -  THIRD
 TU2310
 TU2310.The horizontal coordinates were established by classical geodetic methods
 TU2310.and adjusted by the National Geodetic Survey in December 1998..
 TU2310.The horizontal coordinates are valid at the epoch date displayed above.
 TU2310.The epoch date for horizontal control is a decimal equivalence
 TU2310.of Year/Month/Day.
 TU2310
 TU2310.The orthometric height was scaled from a topographic map.
 TU2310
 TU2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2310
 TU2310.The geoid height was determined by GEOID03.
 TU2310
 TU2310;                    North         East     Units Scale Factor Converg.
 TU2310;SPC HI 1     -   108,236.182   502,406.487   MT  0.99996674   +0 00 28.0
 TU2310;UTM  05      - 2,192,484.480   240,519.380   MT  1.00043229   -0 50 24.0
 TU2310
 TU2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2310!SPC HI 1     -   0.99937186  x   0.99996674  =   0.99933862
 TU2310!UTM  05      -   0.99937186  x   1.00043229  =   0.99980388
 TU2310
 TU2310                          SUPERSEDED SURVEY CONTROL
 TU2310
 TU2310  NAD 83(1986)-  19 48 40.08658(N)    155 28 37.33637(W) AD(       ) 3
 TU2310  OLD HI      -  19 48 51.67000(N)    155 28 47.08000(W) AD(       ) 3
 TU2310
 TU2310.Superseded values are not recommended for survey control.
 TU2310.NGS no longer adjusts projects to the OLD HI datum.
 TU2310.See file dsdata.txt to determine how the superseded data were derived.
 TU2310
 TU2310_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4051992484(NAD 83)
 TU2310
 TU2310  HISTORY     - Date     Condition        Report By
 TU2310  HISTORY     - 1892     MONUMENTED       HIGS
 TU2310
 TU2310                          STATION DESCRIPTION
 TU2310
 TU2310'DESCRIBED BY HAWAII GEODETIC SURVEY 1892
 TU2310'ON MAUNA KEA, BETWEEN 35 AND 40 FEET SOUTHEAST OF LAKE WAIAU,
 TU2310'IN ONE OF THE SUMMIT CRATERS.  MARKED BY A PIER 3 BY 2-1/2 FEET,
 TU2310'AND 3 FEET HIGH, BUILT OF STONE AND CEMENT, WITH A CROSS CUT IN
 TU2310'THE STONE ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3439 ***********************************************************************
 TU3439  DESIGNATION -  MAUNA LOA 1872
 TU3439  PID         -  TU3439
 TU3439  STATE/COUNTY-  HI/MAUI
 TU3439  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3439
 TU3439                         *CURRENT SURVEY CONTROL
 TU3439  ___________________________________________________________________
 TU3439* NAD 83(1993)-  21 08 32.09183(N)    157 09 25.02903(W)     ADJUSTED  
 TU3439* LOCAL TIDAL -       420.     (meters)    1378.     (feet)  VERT ANG  
 TU3439  ___________________________________________________________________
 TU3439  EPOCH DATE  -        1993.62
 TU3439  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 TU3439  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU3439
 TU3439  HORZ ORDER  -  THIRD
 TU3439
 TU3439.The horizontal coordinates were established by classical geodetic methods
 TU3439.and adjusted by the National Geodetic Survey in December 1998..
 TU3439.The horizontal coordinates are valid at the epoch date displayed above.
 TU3439.The epoch date for horizontal control is a decimal equivalence
 TU3439.of Year/Month/Day.
 TU3439
 TU3439.The orthometric height was determined by vertical angle observations.
 TU3439.No vertical observational check was made to the station.
 TU3439
 TU3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3439
 TU3439.The geoid height was determined by GEOID03.
 TU3439
 TU3439;                    North         East     Units Scale Factor Converg.
 TU3439;SPC HI 2     -    89,633.471   449,074.472   MT  0.99999870   -0 10 36.6
 TU3439;UTM  04      - 2,339,001.247   691,388.256   MT  1.00005267   +0 39 53.9
 TU3439
 TU3439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3439!SPC HI 2     -   0.99993151  x   0.99999870  =   0.99993021
 TU3439!UTM  04      -   0.99993151  x   1.00005267  =   0.99998417
 TU3439
 TU3439:                Primary Azimuth Mark                     Grid Az
 TU3439:SPC HI 2     -  MIDDLE HILL                              085 43 33.4
 TU3439:UTM  04      -  MIDDLE HILL                              084 53 02.9
 TU3439
 TU3439|---------------------------------------------------------------------|
 TU3439| PID    Reference Object                     Distance      Geod. Az  |
 TU3439|                                                           dddmmss.s |
 TU3439| TU3385 MIDDLE HILL                         APPROX.11.0 KM 0853256.8 |
 TU3439| TU3440 BM NR MAUNA LOA                       9.776 METERS 25734     |
 TU3439|---------------------------------------------------------------------|
 TU3439
 TU3439                          SUPERSEDED SURVEY CONTROL
 TU3439
 TU3439  NAD 83(1986)-  21 08 32.04822(N)    157 09 24.98228(W) AD(       ) 3
 TU3439  OLD HI      -  21 08 43.50500(N)    157 09 35.11800(W) AD(       ) 3
 TU3439
 TU3439.Superseded values are not recommended for survey control.
 TU3439.NGS no longer adjusts projects to the OLD HI datum.
 TU3439.See file dsdata.txt to determine how the superseded data were derived.
 TU3439
 TU3439_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9138839001(NAD 83)
 TU3439
 TU3439  HISTORY     - Date     Condition        Report By
 TU3439  HISTORY     - 1872     MONUMENTED       COASUR
 TU3439  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU3439  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3439  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU3439  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3439  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3439
 TU3439                          STATION DESCRIPTION
 TU3439
 TU3439'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU3439'ON THE SUMMIT OF MAUNA LOA, IN THE CENTER OF THE WESTERN PART
 TU3439'OF MOLOKAI.  IN 1926 THE STATION WAS SEARCHED FOR AND NO TRACE
 TU3439'OF THE ORIGINAL MARK, A COPPER BOLT, RECOVERED.  A CONCRETE
 TU3439'RESERVOIR STANDS ON THE TOP OF THE HILL, IN EXCAVATING FOR WHICH
 TU3439'THE STATION WAS PROBABLY DESTROYED.  THERE IS A UNITED STATES
 TU3439'GEOLOGICAL SURVEY BENCH MARK NEAR THE HIGHEST PART OF THE
 TU3439'SUMMIT.
 TU3439
 TU3439                          STATION RECOVERY (1931)
 TU3439
 TU3439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3439'STATION WAS NOT VISITED.  THE HIGHEST POINT OF MOUNTAIN WAS USED
 TU3439'FOR HYDROGRAPHY.
 TU3439
 TU3439                          STATION RECOVERY (1932)
 TU3439
 TU3439'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1932
 TU3439'STATION IS ON THE SUMMIT OF MAUNA LOA, IN THE CENTER OF THE W
 TU3439'PART OF MOLOKAI.  THE ORIGINAL MARK, A-A-A ON A LARGE ROCK, WAS
 TU3439'FOUND ALTHOUGH THE COPPER BOLT, REFERRED TO IN THE ORIGINAL
 TU3439'DESCRIPTION, WAS NOT FOUND.
 TU3439'
 TU3439'TYPE A MONUMENT AND TARGET SIGNAL WAS ERECTED OVER THE RELOCATED
 TU3439'ORIGINAL POINT, WHICH POINT WAS MARKED BY A BRASS DISK OF THE
 TU3439'HAWAII TERRITORY SURVEY SET IN CONCRETE.
 TU3439'
 TU3439'THE HILL, NAUNA LOA, IS LOCALLY KNOWN AS PUU NANA.  THE CONCRETE
 TU3439'RESERVOIR AND 2 LARGE STEEL WATER TANKS STAND ON THE TOP OF THIS
 TU3439'HILL.  THERE IS A U.S.G.S. BENCH MARK ABOUT 33 FT. W OF THE
 TU3439'REESTABLISHED STATION, AND THE ROAD LEADING TO LIBBY MC NEILL AND
 TU3439'LIBBYS CAMP PASSES ABOUT 150 FT. S OF THE STATION.
 TU3439
 TU3439                          STATION RECOVERY (1962)
 TU3439
 TU3439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3439'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A
 TU3439'COMPLETE DESCRIPTION FOLLOWS--
 TU3439'
 TU3439'STATION IS LOCATED, AIRLINE, ABOUT 9-3/4 MILES WEST-NORTHWEST OF
 TU3439'KAUNAKAKAI, 3-1/2 MILES EAST-NORTHEAST OF THE TOWN OF MAUNA LOA,
 TU3439'AND 4 MILES WEST-SOUTHWEST OF THE MOLOKAI AIRPORT, ON THE NORTHEAST
 TU3439'POINT OF THE HIGH MESA THAT LIES BETWEEN MAUNA LOA AND THE
 TU3439'AIRPORT.  IT IS 3/4 MILE NORTHEAST OF, AND SLIGHTLY LOWER THAN
 TU3439'THE HIGHEST POINT OF THE MESA, WHICH HAS AN OMNI-RANGE
 TU3439'INSTALLATION ON ITS SUMMIT.
 TU3439'
 TU3439'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46,
 TU3439'JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3439'HIGHWAY 46 FOR 7.1 MILES TO FORK AND SIGN MAUNA LOA.  TURN LEFT
 TU3439'AND FOLLOW STATE HIGHWAY 46 FOR 5.75 MILES TO A DIRT CROSSROAD AT
 TU3439'TOP OF GRADE, AND SIGN ON RIGHT UNITED STATES COAST GUARD.  TURN
 TU3439'LEFT AND GO SOUTHERLY ON ROAD THROUGH PINEAPPLE FIELD FOR 0.2
 TU3439'MILE TO GATE ON RIGHT, AT NORTH END OF GROVE OF TREES.  BEAR
 TU3439'RIGHT, THROUGH GATE, AND FOLLOW GRADED ROAD FOR 0.4 MILE TO A
 TU3439'T-INTERSECTION.  GO LEFT, PASSING THROUGH A BOARD GATE, AND
 TU3439'GO EASTERLY FOR 0.2 MILE TO A LOCKED BOARD GATE.  PASS
 TU3439'THROUGH GATE AND BEAR LEFT ON TRACK ROAD FOR 50 YARDS TO
 TU3439'STATION.
 TU3439'
 TU3439'STATION MARK IS A HAWAII TERRITORY SURVEY BRONZE DISK, UNSTAMPED,
 TU3439'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND, AT THE
 TU3439'WEST EDGE OF A 3-FOOT-SQUARE BOULDER THAT PROJECTS 3 FEET ABOVE
 TU3439'THE GROUND AND HAS AAA CHISELED INTO ITS TOP IN LARGE LETTERS.
 TU3439'THE MARK IS 27 FEET WEST OF THE WEST END OF A LARGE, RECTANGULAR
 TU3439'POND AND 51.0 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 TU3439'SQUARE, 8-FOOT-HIGH, CONCRETE RESERVIOR.
 TU3439'
 TU3439'NOTE--THE ORIGINAL STATION MARK, A COPPER BOLT, WAS NEVER RECOVERED
 TU3439'AND THE ABOVE DESCRIBED MARK WAS ESTABLISHED BY THE HAWAII
 TU3439'TERRITORIAL SURVEY BY OBSERVATIONS FROM TRIAL POINTS NEAR THE
 TU3439'ORIGINAL LOCATION TO DETERMINE ORIGINAL POINT.
 TU3439'
 TU3439'IN 1932 THE HAWAII TERRITORIAL SURVEY CONSTRUCTED A STONE AND
 TU3439'CONCRETE STRUCTURE, KNOWN AS A TYPE A SUPERSTRUCTURE, OVER
 TU3439'THE MARK.  THIS STURCUTRE CONSISTS OF A 6-FOOT-SQUARE CONCRETE
 TU3439'PLATFORM, 6 INCHES THICK, SUPPORTED AT AN ELEVATION OF 5-1/2 FEET
 TU3439'ABOVE GROUND BY STONE AND CONCRETE WALLS AT THE NORTH AND SOUTH
 TU3439'SIDES.  A LARGE RED-AND-WHITE, REMOVABLE METAL TARGET, PLUMBED
 TU3439'OVER THE MARK, EXTENDS ABOUT 6 FEET ABOVE THE PLATFORM.
 TU3439'
 TU3439'U.S.G.S. BENCH MARK 1381 WILL SERVE AS A REFERENCE MARK.  IT IS A
 TU3439'BRONZE DISK STAMPED 1381, CEMENTED IN A DRILL HOLE IN A
 TU3439'2-FOOT-DIAMETER BOULDER THAT PROJECTS 6 INCHES ABOVE GROUND.  IT
 TU3439'IS LOCATED IN WEEDS AT WEST EDGE OF A BARE DIRT AREA, 33 FEET WEST
 TU3439'OF STATION.
 TU3439'
 TU3439'NOTE--KEY TO LOCKED GATE MAY BE OBTAINED AT MOLOKAI RANCH OFFICE
 TU3439'IN KAUNAKAKAI.
 TU3439
 TU3439                          STATION RECOVERY (1964)
 TU3439
 TU3439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3439'THE STATION MARK AND USGS BENCHMARK 1381 WERE RECOVERED AND FOUND
 TU3439'IN GOOD CONDITION AS DESCRIBED IN 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG9765 ***********************************************************************
 DG9765  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9765  DESIGNATION -  MAUNA LOA OBSERVA CORS ARP
 DG9765  CORS_ID     -  MLO1
 DG9765  PID         -  DG9765
 DG9765  STATE/COUNTY-  HI/HAWAII
 DG9765  USGS QUAD   -  KOKOOLAU (1982)
 DG9765
 DG9765                         *CURRENT SURVEY CONTROL
 DG9765  ___________________________________________________________________
 DG9765* NAD 83(CORS)-  19 32 09.28222(N)    155 34 34.27777(W)     ADJUSTED  
 DG9765* LOCAL TIDAL -                                                        
 DG9765  ___________________________________________________________________
 DG9765  EPOCH DATE  -        2002.00
 DG9765  X           -  -5,478,043.830 (meters)                     COMP
 DG9765  Y           -  -2,487,696.511 (meters)                     COMP
 DG9765  Z           -   2,120,496.002 (meters)                     COMP
 DG9765  ELLIP HEIGHT-        3429.36  (meters)          (04/??/05) GPS OBS
 DG9765  GEOID HEIGHT-          27.80  (meters)                     GEOID03
 DG9765
 DG9765  HORZ ORDER  -  SPECIAL (CORS)
 DG9765  ELLP ORDER  -  SPECIAL (CORS)
 DG9765
 DG9765.ITRF positions are available for this station.
 DG9765.The coordinates were established by GPS observations
 DG9765.and adjusted by the National Geodetic Survey in April 2005..
 DG9765.The coordinates are valid at the epoch date displayed above.
 DG9765.The epoch date for horizontal control is a decimal equivalence
 DG9765.of Year/Month/Day.
 DG9765
 DG9765
 DG9765.The PID for the CORS L1 Phase Center is DG9766.
 DG9765
 DG9765.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9765
 DG9765.The ellipsoidal height was determined by GPS observations
 DG9765.and is referenced to NAD 83.
 DG9765
 DG9765.The geoid height was determined by GEOID03.
 DG9765
 DG9765;                    North         East     Units Scale Factor Converg.
 DG9765;SPC HI 1     -    77,770.607   492,004.279   MT  0.99996746   -0 01 31.7
 DG9765
 DG9765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9765!SPC HI 1     -   0.99946121  x   0.99996746  =   0.99942869
 DG9765
 DG9765                          SUPERSEDED SURVEY CONTROL
 DG9765
 DG9765.No superseded survey control is available for this station.
 DG9765
 DG9765_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2966562160(NAD 83)
 DG9765_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9765
 DG9765                          STATION DESCRIPTION
 DG9765
 DG9765'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9765'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9765'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9765'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9765'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9765'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DG9766 ***********************************************************************
 DG9766  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9766  DESIGNATION -  MAUNA LOA OBSERVA CORS L1 PHASE CENTER
 DG9766  CORS_ID     -  MLO1
 DG9766  PID         -  DG9766
 DG9766  STATE/COUNTY-  HI/HAWAII
 DG9766  USGS QUAD   -  KOKOOLAU (1982)
 DG9766
 DG9766                         *CURRENT SURVEY CONTROL
 DG9766  ___________________________________________________________________
 DG9766* NAD 83(CORS)-  19 32 09.28223(N)    155 34 34.27776(W)     ADJUSTED  
 DG9766* LOCAL TIDAL -                                                        
 DG9766  ___________________________________________________________________
 DG9766  EPOCH DATE  -        2002.00
 DG9766  X           -  -5,478,043.890 (meters)                     COMP
 DG9766  Y           -  -2,487,696.538 (meters)                     COMP
 DG9766  Z           -   2,120,496.026 (meters)                     COMP
 DG9766  ELLIP HEIGHT-        3429.43  (meters)          (04/??/05) GPS OBS
 DG9766  GEOID HEIGHT-          27.80  (meters)                     GEOID03
 DG9766
 DG9766  HORZ ORDER  -  SPECIAL (CORS)
 DG9766  ELLP ORDER  -  SPECIAL (CORS)
 DG9766
 DG9766.ITRF positions are available for this station.
 DG9766.The coordinates were established by GPS observations
 DG9766.and adjusted by the National Geodetic Survey in April 2005..
 DG9766.The coordinates are valid at the epoch date displayed above.
 DG9766.The epoch date for horizontal control is a decimal equivalence
 DG9766.of Year/Month/Day.
 DG9766
 DG9766
 DG9766.The PID for the CORS ARP is DG9765.
 DG9766
 DG9766.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9766
 DG9766.The ellipsoidal height was determined by GPS observations
 DG9766.and is referenced to NAD 83.
 DG9766
 DG9766.The geoid height was determined by GEOID03.
 DG9766
 DG9766;                    North         East     Units Scale Factor Converg.
 DG9766;SPC HI 1     -    77,770.607   492,004.280   MT  0.99996746   -0 01 31.7
 DG9766
 DG9766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9766!SPC HI 1     -   0.99946120  x   0.99996746  =   0.99942868
 DG9766
 DG9766                          SUPERSEDED SURVEY CONTROL
 DG9766
 DG9766.No superseded survey control is available for this station.
 DG9766
 DG9766_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2966562160(NAD 83)
 DG9766_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9766
 DG9766                          STATION DESCRIPTION
 DG9766
 DG9766'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9766'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9766'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9766'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9766'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9766'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3210 ***********************************************************************
 TU3210  DESIGNATION -  MAUNA OUNE
 TU3210  PID         -  TU3210
 TU3210  STATE/COUNTY-  HI/MAUI
 TU3210  USGS QUAD   -  
 TU3210
 TU3210                         *CURRENT SURVEY CONTROL
 TU3210  ___________________________________________________________________
 TU3210* NAD 83(1993)-  20 47 43.80247(N)    156 50 00.62762(W)     ADJUSTED  
 TU3210* LOCAL TIDAL -                                                        
 TU3210  ___________________________________________________________________
 TU3210  EPOCH DATE  -        1993.62
 TU3210  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 TU3210  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU3210
 TU3210  HORZ ORDER  -  THIRD
 TU3210
 TU3210.The horizontal coordinates were established by classical geodetic methods
 TU3210.and adjusted by the National Geodetic Survey in December 1998..
 TU3210.The horizontal coordinates are valid at the epoch date displayed above.
 TU3210.The epoch date for horizontal control is a decimal equivalence
 TU3210.of Year/Month/Day.
 TU3210
 TU3210
 TU3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3210
 TU3210.The geoid height was determined by GEOID03.
 TU3210
 TU3210;                    North         East     Units Scale Factor Converg.
 TU3210;SPC HI 2     -    51,174.477   482,630.517   MT  0.99997039   -0 03 33.2
 TU3210;UTM  04      - 2,301,029.590   725,506.701   MT  1.00022850   +0 46 10.2
 TU3210
 TU3210                          SUPERSEDED SURVEY CONTROL
 TU3210
 TU3210  NAD 83(1986)-  20 47 43.75743(N)    156 50 00.61009(W) AD(       ) 4
 TU3210  OLD HI      -  20 47 55.14000(N)    156 50 10.65000(W) AD(       ) 3
 TU3210
 TU3210.Superseded values are not recommended for survey control.
 TU3210.NGS no longer adjusts projects to the OLD HI datum.
 TU3210.See file dsdata.txt to determine how the superseded data were derived.
 TU3210
 TU3210_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2550701030(NAD 83)
 TU3210
 TU3210  HISTORY     - Date     Condition        Report By
 TU3210  HISTORY     - UNK      MONUMENTED
 TU3210  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3210  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3210
 TU3210                          STATION DESCRIPTION
 TU3210
 TU3210'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3210'STATION WAS NOT VISITED, BUT THE SIGNAL COULD BE SEEN.
 TU3210
 TU3210                          STATION RECOVERY (1962)
 TU3210
 TU3210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3210'STATION WAS RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3210'
 TU3210'STATION IS LOCATED ABOUT 6 MILES AIRLINE EAST-SOUTHEAST OF LANAI
 TU3210'CITY AND 1-1/4 MILES WEST OF THE MOUTH OF AWEHI GULCH.  ON THE
 TU3210'SUMMIT OF A HILL OF ABOUT 1008 FEET ELEVATION THAT IS SHOWN ON
 TU3210'U.S.G.S. TOPO MAP AS MAUNA O UMI.  IT APPEARS BARE FROM A
 TU3210'DISTANCE, BUT HAS COVERING OF LOW BRUSH.
 TU3210'
 TU3210'TO REACH STATION FROM THE JUNCTION OF HIGHWAYS 44 AND 441 AT
 TU3210'THE SOUTH EDGE OF LANAI CITY, GO SOUTH ON HIGHWAY 44 FOR 1.7
 TU3210'MILES TO FORK.  TAKE LEFT FORK AND GO 1.4 MILES.  TAKE T-ROAD
 TU3210'LEFT AND GO 0.5 MILE TO CROSSROAD.  CONTINUE AHEAD, SOUTHEASTERLY
 TU3210'UP SIDE OF HILL FOR 1.8 MILES TO FORK.  TAKE RIGHT FORK ALONG
 TU3210'EDGE OF PINEAPPLE FIELD FOR 0.35 MILE TO CROSSROAD.  TURN RIGHT
 TU3210'AND FOLLOW GRADED ROAD SOUTH FOR 0.45 MILE TO TOP OF RIDGE IN
 TU3210'SADDLE.  TURN LEFT AND FOLLOW ROAD UP ALONG RIDGE FOR 1.6
 TU3210'MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW OLD WASHED
 TU3210'OUT ROAD DOWNGRADE FOR 2.8 MILES TO STATION ON SUMMIT OF
 TU3210'BRUSHY HILL.
 TU3210'
 TU3210'STATION MARK IS A 6-INCH-SQUARE, CONCRETE POST, WITH A LARGE
 TU3210'CROSS IN ITS TOP, PROJECTING 8 INCHES ABOVE GROUND.  THE MARK
 TU3210'WAS UNDER A CAIRN AND IS LEANING SLIGHTLY.
 TU3210'
 TU3210'NO REFERENCE MARKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1632 ***********************************************************************
 TU1632  DESIGNATION -  MAUNA UNA RESET
 TU1632  PID         -  TU1632
 TU1632  STATE/COUNTY-  HI/HONOLULU
 TU1632  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1632
 TU1632                         *CURRENT SURVEY CONTROL
 TU1632  ___________________________________________________________________
 TU1632* NAD 83(1993)-  21 27 57.20208(N)    158 04 40.17027(W)     ADJUSTED  
 TU1632* LOCAL TIDAL -       539.     (meters)    1768.     (feet)  SCALED    
 TU1632  ___________________________________________________________________
 TU1632  EPOCH DATE  -        1993.62
 TU1632  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 TU1632  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU1632
 TU1632  HORZ ORDER  -  SECOND
 TU1632
 TU1632.The horizontal coordinates were established by classical geodetic methods
 TU1632.and adjusted by the National Geodetic Survey in December 1998..
 TU1632.The horizontal coordinates are valid at the epoch date displayed above.
 TU1632.The epoch date for horizontal control is a decimal equivalence
 TU1632.of Year/Month/Day.
 TU1632
 TU1632.The orthometric height was scaled from a topographic map.
 TU1632
 TU1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1632
 TU1632.The geoid height was determined by GEOID03.
 TU1632
 TU1632;                    North         East     Units Scale Factor Converg.
 TU1632;SPC HI 3     -    33,131.970   491,933.950   MT  0.99999080   -0 01 42.5
 TU1632;UTM  04      - 2,373,991.708   595,543.030   MT  0.99971280   +0 20 15.0
 TU1632
 TU1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1632!SPC HI 3     -   0.99991279  x   0.99999080  =   0.99990359
 TU1632!UTM  04      -   0.99991279  x   0.99971280  =   0.99962562
 TU1632
 TU1632:                Primary Azimuth Mark                     Grid Az
 TU1632:SPC HI 3     -  SCHOFIELD LAUNDRY STACK                  046 45 05.7
 TU1632:UTM  04      -  SCHOFIELD LAUNDRY STACK                  046 23 08.2
 TU1632
 TU1632|---------------------------------------------------------------------|
 TU1632| PID    Reference Object                     Distance      Geod. Az  |
 TU1632|                                                           dddmmss.s |
 TU1632| TU1625 SCHOFIELD LAUNDRY STACK             APPROX. 3.7 KM 0464323.2 |
 TU1632| TU1624 SCHOFIELD POST FLAG                 APPROX. 4.0 KM 0485331.8 |
 TU1632| CJ8846 MAUNA UNA RM 2                        9.247 METERS 05731     |
 TU1632| CJ8845 MAUNA UNA RM 1                        4.013 METERS 13028     |
 TU1632| TU1520 MAILI RESET                         APPROX. 6.4 KM 3452752.9 |
 TU1632|---------------------------------------------------------------------|
 TU1632
 TU1632                          SUPERSEDED SURVEY CONTROL
 TU1632
 TU1632  NAD 83(1986)-  21 27 57.15157(N)    158 04 40.18155(W) AD(       ) 2
 TU1632  OLD HI      -  21 28 08.52200(N)    158 04 50.07500(W) AD(       ) 2
 TU1632
 TU1632.Superseded values are not recommended for survey control.
 TU1632.NGS no longer adjusts projects to the OLD HI datum.
 TU1632.See file dsdata.txt to determine how the superseded data were derived.
 TU1632
 TU1632_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9554373992(NAD 83)
 TU1632
 TU1632  HISTORY     - Date     Condition        Report By
 TU1632  HISTORY     - 1927     MONUMENTED       CGS
 TU1632  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1632  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1632  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1632  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1632
 TU1632                          STATION DESCRIPTION
 TU1632
 TU1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1632'ON AN EASTERN LATERAL RIDGE RUNNING OFF FROM WAIANAE RANGE,
 TU1632'THE FIRST LARGE RIDGE SOUTH OF SCHOFIELD BARRACKS, AND NORTH OF
 TU1632'KAUA PEAK.  STATION IS NEAR THE EASTERN LOWER END OF RIDGE AND
 TU1632'JUST ABOVE PINEAPPLE FIELD.  THE OLD MARKS, A CONCRETE POST
 TU1632'WITH CROSS IN TOP WAS RECOVERED IN 1927 AND A STANDARD DISK
 TU1632'STATION MARK, NOTE 1A, CENTERED OVER CROSS IN TOP OF LARGE
 TU1632'CONCRETE PIER WHICH WAS BUILT OVER AND AROUND THE OLD
 TU1632'STATION.  REFERENCE MARK, NOTE 13A, STANDARD REFERENCE DISKS
 TU1632'IN CONCRETE IN TILES, ARE AT THE FOLLOWING DISTANCES AND
 TU1632'AZIMUTHS FROM STATION--NO. 1, 3.997 METERS (13.11 FEET),
 TU1632'310 DEG 22 MIN.  NO. 2, 9.264 METERS (30.39 FEET), 238 DEG
 TU1632'27 MIN.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1632
 TU1632                          STATION RECOVERY (1945)
 TU1632
 TU1632'RECOVERY NOTE BY US ARMY 1945
 TU1632'ON AN E LATERAL RIDGE RUNNING OFF FROM WAIANAE RANGE, THE FIRST
 TU1632'LARGE RIDGE S OF SCHOFIELD BARRACKS.  THE E AND LOWER END OF
 TU1632'THIS RIDGE IS BARE, THE STATION BEING LOCATED IN THE TIMBER
 TU1632'ABOUT 400 TO 500 YARDS UP THE RIDGE FROM THE BARE END.  FROM
 TU1632'CROSSING OF RAILROAD AND HIGHWAY 3 IN WHEELER FIELD-SCHOFIELD
 TU1632'BARRACKS, PROCEED SE ON HIGHWAY 3 THROUGH VALLEY TO A DIRT ROAD
 TU1632'ON RIGHT AT CREST ON S SIDE.  TURN RIGHT ON THIS ROAD AND
 TU1632'FOLLOW DIRT ROADS THROUGH PINEAPPLE FIELDS TO BASE OF RIDGE
 TU1632'NOSE.  A JEEP TRAIL RUNS UP THE E SIDE TO CREST OF BARE
 TU1632'AREA, THENCE BY PACK TRAIL UP RIDGE TO STATION.
 TU1632'
 TU1632'STATION IS MARKED ACCORDING TO NOTE 14A.  MARKS ARE IN GOOD
 TU1632'CONDITION.
 TU1632'
 TU1632'CLEARING OF TIMBER AND BRUSH WILL BE REQUIRED ON SOME LINES.
 TU1632
 TU1632                          STATION RECOVERY (1962)
 TU1632
 TU1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WRH)
 TU1632'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 TU1632'NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 TU1632'ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE TO REACH THE STATION
 TU1632'EASILY.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 TU1632'
 TU1632'THE STATION IS LOCATED ON A HEAVILY TIMBERED POINT OF ABOUT
 TU1632'1767 FEET ELEVATION KNOWN AS MAUNAUNA MOUNTAIN, ABOUT 9.1
 TU1632'MILES NORTHWEST OF PEARL CITY, 4.1 MILES SOUTHWEST OF WAHIAWA,
 TU1632'1.6 MILES WEST OF STATE HIGHWAY 75 AND OVERLOOKING A LARGE
 TU1632'PINEAPPLE FIELD TO THE EAST.
 TU1632'
 TU1632'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 75 AND
 TU1632'99 AT SCHOFIELD BARRACKS, GO SOUTHWEST ON STATE HIGHWAY 75 FOR 1.7
 TU1632'MILES TO POWERLINE POLE NO. 12 AND A DIRT ROAD LEADING WESTERLY
 TU1632'ACROSS A LARGE PINEAPPLE FIELD.  TURN RIGHT AND GO WESTERLY
 TU1632'THROUGH FIELD FOR 1.2 MILES TO END OF ROAD AT THE WEST EDGE OF THE
 TU1632'PINEAPPLE FIELD AND THE EAST SLOPE OF THE RIDGE.  PACK WESTERLY UP
 TU1632'WIDE, DEEPLY WASHED TRAIL FOR ABOUT 45 MINUTES TO THE
 TU1632'STATION, AS DESCRIBED.
 TU1632'
 TU1632'THE STATION MARK IS A STANDARD DISK, STAMPED MAUNA UNA 1927,
 TU1632'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS
 TU1632'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 11 FEET WEST
 TU1632'OF THE TRAIL AND UNDER A 5-FOOT SQUARE CONCRETE SLAB THAT IS
 TU1632'SUPPORTED ALONG ITS NORTH AND SOUTH EDGES BY TWO 4-FOOT HIGH
 TU1632'WALLS OF ROCK AND CONCRETE.
 TU1632'
 TU1632'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED MAUNAUNA 1927,
 TU1632'SET IN THE TOP OF A 4-INCH CAST IRON SEWER PIPE THAT PROJECTS
 TU1632'ABOUT 18 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT
 TU1632'EAST OF THE TRAIL AND ABOUT THE SAME ELEVATION AS THE STATION
 TU1632'MARK.
 TU1632'
 TU1632'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED MAUNAUNA 1927,
 TU1632'SET IN THE TOP OF A 4-INCH CAST IRON SEWER PIPE THAT PROJECTS
 TU1632'ABOUT 18 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT
 TU1632'EAST OF THE TRAIL AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 TU1632'STATION MARK.
 TU1632'
 TU1632'NOTE--A RATHER LARGE DISCREPANCY WAS FOUND IN THE DIRECTION TO
 TU1632'REFERENCE MARK NO. 2 AS GIVEN IN THE 1927 DESCRIPTION.  THE
 TU1632'VALUE GIVEN IN THE BOX DATA ABOVE WAS CHECKED IN THE FIELD AND
 TU1632'FOUND TO BE CORRECT.
 TU1632
 TU1632                          STATION RECOVERY (1963)
 TU1632
 TU1632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1632'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1632'COMPLETE DESCRIPTION FOLLOWS--
 TU1632'
 TU1632'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES SOUTHWEST OF WAHIAWA,
 TU1632'1-1/4 MILES WEST-NORTHWEST OF KUNIA POST OFFICE, 1-1/2 MILES SOUTH
 TU1632'FROM THE SOUTH BOUNDARY OF SCHOFIELD BARRACKS, AND 1-1/2 MILES
 TU1632'WEST-NORTHWEST OF STATE HIGHWA    Y 75, ON MAUNAUNA MOUNTAIN, A
 TU1632'HEAVILY TIMBERED POINT OF 1769 FEET ELEVATION ON A SHARP TOPPED
 TU1632'RIDGE RUNNING SOUTHWEST UP TO THE MAIN RANGE OF THE WAIANAE
 TU1632'MOUNTAINS.
 TU1632'
 TU1632'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 99
 TU1632'AT SCHOFIELD BARRACKS, GO SOUTHWEST ON STATE HIGHWAY 75 FOR 1.7
 TU1632'MILES TO SIDE ROAD RIGHT, AT TOP OF GRADE, BY PINEAPPLE LOADING
 TU1632'AREA ON RIGHT.  TURN RIGHT AND FOLLOW PINEAPPLE FIELD ROADS
 TU1632'WESTERLY, TOWARDS BASE OF HILL AND WASHED-OUT TRAIL VISIBLE
 TU1632'FROM HIGHWAY, FOR 1.2 MILES TO END OF FIELDS AND START OF
 TU1632'TRAIL.  PACK SOUTHWEST UP WASHED-OUT TRAIL FOR ABOUT 45
 TU1632'MINUTES TO STATION.
 TU1632'
 TU1632'STATION MARK IS A STANDARD DISK STAMPED MAUNA UNA 1927, SET IN
 TU1632'THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 5
 TU1632'INCHES ABOVE GROUND.  A HAWAII TERRITORY SURVEY, TYPE A SIGNAL
 TU1632'IS CENTERED OVER THE MARK.  THE CONCRETE FLOOR OF THE SIGNAL IS
 TU1632'4 FEET ABOVE GROUND AND THE METAL TARGET EXTENDS 7 FEET ABOVE
 TU1632'THE FLOOR.
 TU1632'
 TU1632'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAUNA UNA
 TU1632'NO 1, SET IN THE TOP OF A CONCRETE-FILLED, 4-INCH, IRON PIPE
 TU1632'THAT PROJECTS 20 INCHES ABOVE GROUND.  IT SETS AT THE EAST SIDE
 TU1632'OF THE RIDGE TRAIL AND AT ABOUT THE SAME ELEVATION AS
 TU1632'STATION MARK.
 TU1632'
 TU1632'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAUNA
 TU1632'UNA NO 2 SET IN THE TOP OF A CONCRETE-FILLED, 4-INCH, IRON PIPE
 TU1632'THAT PROJECTS 20 INCHES ABOVE GROUND.  IT SETS AT THE EAST SIDE
 TU1632'OF THE RIDGE TRAIL AND IS 3.1 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3394 ***********************************************************************
 TU3394  DESIGNATION -  MAUNAHUI
 TU3394  PID         -  TU3394
 TU3394  STATE/COUNTY-  HI/MAUI
 TU3394  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3394
 TU3394                         *CURRENT SURVEY CONTROL
 TU3394  ___________________________________________________________________
 TU3394* NAD 83(1993)-  21 07 45.18787(N)    157 00 45.81205(W)     ADJUSTED  
 TU3394* LOCAL TIDAL -       369.     (meters)    1211.     (feet)  SCALED    
 TU3394  ___________________________________________________________________
 TU3394  EPOCH DATE  -        1993.62
 TU3394  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 TU3394  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU3394
 TU3394  HORZ ORDER  -  SECOND
 TU3394
 TU3394.The horizontal coordinates were established by classical geodetic methods
 TU3394.and adjusted by the National Geodetic Survey in December 1998..
 TU3394.The horizontal coordinates are valid at the epoch date displayed above.
 TU3394.The epoch date for horizontal control is a decimal equivalence
 TU3394.of Year/Month/Day.
 TU3394
 TU3394.The orthometric height was scaled from a topographic map.
 TU3394
 TU3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3394
 TU3394.The geoid height was determined by GEOID03.
 TU3394
 TU3394;                    North         East     Units Scale Factor Converg.
 TU3394;SPC HI 2     -    88,151.521   464,052.210   MT  0.99998263   -0 07 29.1
 TU3394;UTM  04      - 2,337,739.323   706,387.629   MT  1.00012641   +0 42 59.8
 TU3394
 TU3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3394!SPC HI 2     -   0.99993952  x   0.99998263  =   0.99992215
 TU3394!UTM  04      -   0.99993952  x   1.00012641  =   1.00006592
 TU3394
 TU3394                          SUPERSEDED SURVEY CONTROL
 TU3394
 TU3394  NAD 83(1986)-  21 07 45.14405(N)    157 00 45.76119(W) AD(       ) 2
 TU3394  OLD HI      -  21 07 56.60400(N)    157 00 55.89500(W) AD(       ) 2
 TU3394
 TU3394.Superseded values are not recommended for survey control.
 TU3394.NGS no longer adjusts projects to the OLD HI datum.
 TU3394.See file dsdata.txt to determine how the superseded data were derived.
 TU3394
 TU3394_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0638837739(NAD 83)
 TU3394
 TU3394  HISTORY     - Date     Condition        Report By
 TU3394  HISTORY     - 1962     MONUMENTED       USGS
 TU3394
 TU3394                          STATION DESCRIPTION
 TU3394
 TU3394'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 TU3394'SEE STATION PUU LUAHINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1048 ***********************************************************************
 TU1048  DESIGNATION -  MAUNALUA
 TU1048  PID         -  TU1048
 TU1048  STATE/COUNTY-  HI/HONOLULU
 TU1048  USGS QUAD   -  KOKO HEAD (1983)
 TU1048
 TU1048                         *CURRENT SURVEY CONTROL
 TU1048  ___________________________________________________________________
 TU1048* NAD 83(1993)-  21 17 46.32018(N)    157 42 14.22759(W)     ADJUSTED  
 TU1048* LOCAL TIDAL -       158.     (meters)     518.     (feet)  VERT ANG  
 TU1048  ___________________________________________________________________
 TU1048  EPOCH DATE  -        1993.62
 TU1048  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 TU1048  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1048
 TU1048  HORZ ORDER  -  SECOND
 TU1048
 TU1048.The horizontal coordinates were established by classical geodetic methods
 TU1048.and adjusted by the National Geodetic Survey in December 1998..
 TU1048.The horizontal coordinates are valid at the epoch date displayed above.
 TU1048.The epoch date for horizontal control is a decimal equivalence
 TU1048.of Year/Month/Day.
 TU1048
 TU1048.The orthometric height was determined by vertical angle observations.
 TU1048.No vertical observational check was made to the station.
 TU1048
 TU1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1048
 TU1048.The geoid height was determined by GEOID03.
 TU1048
 TU1048;                    North         East     Units Scale Factor Converg.
 TU1048;SPC HI 3     -    14,370.623   530,718.877   MT  1.00000166   +0 06 27.1
 TU1048;UTM  04      - 2,355,481.780   634,437.687   MT  0.99982334   +0 28 14.8
 TU1048
 TU1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1048!SPC HI 3     -   0.99997273  x   1.00000166  =   0.99997439
 TU1048!UTM  04      -   0.99997273  x   0.99982334  =   0.99979607
 TU1048
 TU1048|---------------------------------------------------------------------|
 TU1048| PID    Reference Object                     Distance      Geod. Az  |
 TU1048|                                                           dddmmss.s |
 TU1048| CJ8847 MAUNALUA RM 1                         6.599 METERS 01131     |
 TU1048| TU1047 RIDGE 1910                            3.703 METERS 04149     |
 TU1048| TU1020 LUNALILO HOME WATER TANK            APPROX. 1.7 KM 1551552.1 |
 TU1048| TU1027 KUAPA                               APPROX. 0.8 KM 1884238.8 |
 TU1048| CJ8848 MAUNALUA RM 2                         6.062 METERS 25210     |
 TU1048|---------------------------------------------------------------------|
 TU1048
 TU1048                          SUPERSEDED SURVEY CONTROL
 TU1048
 TU1048  NAD 83(1986)-  21 17 46.26994(N)    157 42 14.23593(W) AD(       ) 2
 TU1048  OLD HI      -  21 17 57.67138(N)    157 42 24.10597(W) AD(       ) 2
 TU1048
 TU1048.Superseded values are not recommended for survey control.
 TU1048.NGS no longer adjusts projects to the OLD HI datum.
 TU1048.See file dsdata.txt to determine how the superseded data were derived.
 TU1048
 TU1048_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3443855482(NAD 83)
 TU1048_MARKER: Z = SEE DESCRIPTION
 TU1048_SETTING: 0 = UNSPECIFIED SETTING
 TU1048
 TU1048  HISTORY     - Date     Condition        Report By
 TU1048  HISTORY     - 1928     MONUMENTED       CGS
 TU1048  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1048  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1048  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1048
 TU1048                          STATION DESCRIPTION
 TU1048
 TU1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1048'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN BEDROCK, A FEW
 TU1048'FEET S OF SUMMIT OF A PROMINENT KNOLL ON RIDGE DIRECTLY N OF KOKO
 TU1048'HEAD AND KUAPA POND, AND E OF THE KAMEHAMEHA SCHOOL FARM.
 TU1048'
 TU1048'STATION IS 2500 FEET N OF STATION KUAPA ON KNOLL AT S END OF RIDGE.
 TU1048
 TU1048                          STATION RECOVERY (1962)
 TU1048
 TU1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU1048'THE STATION WAS RECOVERED.
 TU1048'
 TU1048'IT LIES ON KALUANUI RIDGE, NORTH OF KUAPA POND, AND NORTHEAST OF
 TU1048'HAWAII KAI ON A BRUSH COVERED RIDGE.  IT IS MARKED BY A TYPE B,
 TU1048'HAWAII TERRITORY SURVEY MARKER.  THE DISK COULD NOT BE EXAMINED
 TU1048'BY THIS PARTY.
 TU1048'
 TU1048'TO REACH THE STATION FROM HONOLULU POST OFFICE, GO EAST ALONG
 TU1048'KALANIANAOLE HIGHWAY 10.7 MI. TO LUNALILO HOME ROAD, JUST EAST OF
 TU1048'KUAPA POND.  TURN LEFT (NORTH) ON LUNALILO HOME ROAD FOR 1.3
 TU1048'MILES.  TURN LEFT (WEST) ACROSS LEVEE FOR 0.35 MILES TO THE
 TU1048'WEST SIDE OF KUAPA POND.  TURN LEFT (SOUTH) FOR 0.4 MILE TO A
 TU1048'JEEP TRAIL LEADING WEST.  FOLLOW TRAIL ABOUT 0.1 MILE TO
 TU1048'FORK.  TAKE RIGHT FORK NORTH UP DRAW FOR 0.6 MILES TO STATION
 TU1048'SITE ON KNOLL TO WEST.
 TU1048
 TU1048                          STATION RECOVERY (1963)
 TU1048
 TU1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1048'A HAWAIIAN TERRITORIAL SURVEY TYPE C SIGNAL WAS RECOVERED IN
 TU1048'GOOD CONDITION.  THE ORIGINAL DESCRIPTION STATES THAT THE STATION
 TU1048'WAS MARKED WITH A HAWAIIAN TERRITORIAL SURVEY DISK, HOWEVER A
 TU1048'CHECK COULD NOT BE MADE BECAUSE OF THE SIGNAL.  STATION RIDGE
 TU1048'1910 IS ALSO ON THIS KNOLL.  TWO REFERENCE MARKS, NUMBERS ONE AND
 TU1048'TWO, WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1048'
 TU1048'STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE EAST-NORTHEAST
 TU1048'OF AINA HAINA AND 1/2 MILE WEST OF THE HEAD OF KAUPA POND,
 TU1048'ON A ROCKY KNOLL OF ABOUT 525 FEET ELEVATION, ON KALUANUI RIDGE,
 TU1048'ABOUT 50 YARDS WEST OF OLD BULLDOZED ROAD.
 TU1048'
 TU1048'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TU1048'WEST HIND DRIVE AND KALANIANAOLE HIGHWAY IN AINA HAINA, GO
 TU1048'EASTERLY ON KALANIANAOLE HIGHWAY FOR 3.7 MILES.  TURN LEFT
 TU1048'AND GO NORTHEAST ON LUNALILO HOME ROAD FOR 1.4 MILES.  TURN
 TU1048'LEFT AND GO WESTERLY ON GRAVELED ROAD FOR 0.35 MILES TO
 TU1048'FORK.  TAKE LEFT FORK, THROUGH GATE, FOR 0.05 MILE TO FORK IN
 TU1048'KAISER EQUIPMENT YARD.  TAKE LEFT FORK AND GO 0.35 MILE ALONG
 TU1048'POWER LINE TO FORK AT LAST POLE IN THE LINE.  TAKE RIGHT FORK,
 TU1048'PASSING AROUND LOWER END OF RIDGE, AND GO 0.2 MILE TO TRACK
 TU1048'ROAD T-JUNCTION.  TAKE RIGHT FORK AND GO 0.05 MILE TO STEEP
 TU1048'GRADE.  PACK NORTHERLY ON OLD ROAD FOR ABOUT 0.4 MILE TO
 TU1048'STATION.  (NOTE--A 4-WHEEL-DRIVE VEHICLE CAN BE DRIVEN TO
 TU1048'WITHIN 50 YARDS OF STATION).
 TU1048'
 TU1048'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE THAT PROJECTS
 TU1048'4 INCHES FROM THE TOP OF A 10-INCH-SQUARE, CONCRETE BLOCK THAT
 TU1048'EXTENDS 20 INCHES ABOVE THE 5-FOOT-SQUARE, CONCRETE PLATFORM
 TU1048'OF THE SIGNAL.
 TU1048'
 TU1048'REFERENCE MARK NUMBER ONE, IS A STANDARD DISK STAMPED MAUNALUA NO
 TU1048'1 1928, CEMENTED IN A DRILL HOLE IN AN 8-INCH-DIAMETER, BEDROCK
 TU1048'KNOB THAT PROJECTS 4 INCHES.  IT IS 1 FOOT LOWER THAN TOP OF
 TU1048'STATION PIPE.
 TU1048'
 TU1048'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAUNALUA NO
 TU1048'2 1928, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE, ABOUT 3 FEET
 TU1048'LOWER THAN TOP OF STATION PIPE.
 TU1048'
 TU1048'RIDGE 1910 IS A 1/2-INCH-DIAMETER DRILL HOLE IN THE MIDDLE OF A
 TU1048'4-INCH, CHISELED TRIANGLE IN TOP OF LAVA BEDROCK.  IT IS IN THE
 TU1048'BOTTOM OF A 9-INCH SQUARE, 5-INCH-DEEP DEPRESSION IN THE CENTER OF
 TU1048'A MASS OF CONCRETE 30 INCHES IN DIAMETER WHICH IS BUILT UP ON
 TU1048'TOP OF LAVA BEDROCK.
 TU1048
 TU1048                          STATION RECOVERY (1969)
 TU1048
 TU1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1048'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED,
 TU1048'AND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 TU1048'MARKS 1 AND 2 WERE NOT CHECKED AT THIS TIME.
 TU1048'
 TU1048'A GEODIMETER TRAVERSE WAS MADE BETWEEN MAUNALUA 1928 AND KUPAUA
 TU1048'1928.
 TU1048'
 TU1048'GEODIMETER DISTANCE 3,072.922 METERS OR (10,081.64 FT.)
 TU1048'
 TU1048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1048'3-1/2 MILES EAST-NORTHEAST OF AINA HAINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1032 ***********************************************************************
 TU1032  DESIGNATION -  MAUNALUA BAY DATUM POINT
 TU1032  PID         -  TU1032
 TU1032  STATE/COUNTY-  HI/HONOLULU
 TU1032  USGS QUAD   -  KOKO HEAD (1983)
 TU1032
 TU1032                         *CURRENT SURVEY CONTROL
 TU1032  ___________________________________________________________________
 TU1032* NAD 83(1993)-  21 16 01.50181(N)    157 42 38.89158(W)     ADJUSTED  
 TU1032* LOCAL TIDAL -                                                        
 TU1032  ___________________________________________________________________
 TU1032  EPOCH DATE  -        1993.62
 TU1032  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 TU1032  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU1032
 TU1032  HORZ ORDER  -  THIRD
 TU1032
 TU1032.The horizontal coordinates were established by classical geodetic methods
 TU1032.and adjusted by the National Geodetic Survey in December 1998..
 TU1032.The horizontal coordinates are valid at the epoch date displayed above.
 TU1032.The epoch date for horizontal control is a decimal equivalence
 TU1032.of Year/Month/Day.
 TU1032
 TU1032
 TU1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1032
 TU1032.The geoid height was determined by GEOID03.
 TU1032
 TU1032;                    North         East     Units Scale Factor Converg.
 TU1032;SPC HI 3     -    11,145.538   530,013.886   MT  1.00000113   +0 06 17.6
 TU1032;UTM  04      - 2,352,252.872   633,753.266   MT  0.99982107   +0 28 03.7
 TU1032
 TU1032                          SUPERSEDED SURVEY CONTROL
 TU1032
 TU1032  NAD 83(1986)-  21 16 01.45155(N)    157 42 38.89962(W) AD(       ) 4
 TU1032  OLD HI      -  21 16 12.84600(N)    157 42 48.76700(W) AD(       ) 3
 TU1032
 TU1032.Superseded values are not recommended for survey control.
 TU1032.NGS no longer adjusts projects to the OLD HI datum.
 TU1032.See file dsdata.txt to determine how the superseded data were derived.
 TU1032
 TU1032_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3375352253(NAD 83)
 TU1032
 TU1032  HISTORY     - Date     Condition        Report By
 TU1032  HISTORY     - 1925     MONUMENTED       CGS
 TU1032  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1032
 TU1032                          STATION DESCRIPTION
 TU1032
 TU1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1032'ON SOUTHEAST COAST OF OAHU, ON EDGE OF REEF WEST SIDE OF KOKO HEAD,
 TU1032'AND SET IN CONCRETE BLOCK, A SQUARE TARGET PAINTED RED AND WHITE
 TU1032'LIKE A LEVELING ROD.
 TU1032
 TU1032                          STATION RECOVERY (1964)
 TU1032
 TU1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FJT)
 TU1032'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1190 ***********************************************************************
 TU1190  DESIGNATION -  MAUUMEA 1927
 TU1190  PID         -  TU1190
 TU1190  STATE/COUNTY-  HI/HONOLULU
 TU1190  USGS QUAD   -  HONOLULU (1983)
 TU1190
 TU1190                         *CURRENT SURVEY CONTROL
 TU1190  ___________________________________________________________________
 TU1190* NAD 83(1993)-  21 17 09.01892(N)    157 47 50.88218(W)     ADJUSTED  
 TU1190* LOCAL TIDAL -       102.     (meters)     335.     (feet)  SCALED    
 TU1190  ___________________________________________________________________
 TU1190  EPOCH DATE  -        1993.62
 TU1190  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 TU1190  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1190
 TU1190  HORZ ORDER  -  THIRD
 TU1190
 TU1190.The horizontal coordinates were established by classical geodetic methods
 TU1190.and adjusted by the National Geodetic Survey in December 1998..
 TU1190.The horizontal coordinates are valid at the epoch date displayed above.
 TU1190.The epoch date for horizontal control is a decimal equivalence
 TU1190.of Year/Month/Day.
 TU1190
 TU1190.The orthometric height was scaled from a topographic map.
 TU1190
 TU1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1190
 TU1190.The geoid height was determined by GEOID03.
 TU1190
 TU1190;                    North         East     Units Scale Factor Converg.
 TU1190;SPC HI 3     -    13,208.066   521,016.880   MT  0.99999546   +0 04 24.7
 TU1190;UTM  04      - 2,354,257.984   624,745.102   MT  0.99979229   +0 26 11.8
 TU1190
 TU1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1190!SPC HI 3     -   0.99998151  x   0.99999546  =   0.99997697
 TU1190!UTM  04      -   0.99998151  x   0.99979229  =   0.99977380
 TU1190
 TU1190:                Primary Azimuth Mark                     Grid Az
 TU1190:SPC HI 3     -  KALEPEAMOA                               042 50 29.6
 TU1190:UTM  04      -  KALEPEAMOA                               042 28 42.5
 TU1190
 TU1190|---------------------------------------------------------------------|
 TU1190| PID    Reference Object                     Distance      Geod. Az  |
 TU1190|                                                           dddmmss.s |
 TU1190| TU0431 KALEPEAMOA                          APPROX. 1.9 KM 0425454.3 |
 TU1190|---------------------------------------------------------------------|
 TU1190
 TU1190                          SUPERSEDED SURVEY CONTROL
 TU1190
 TU1190  NAD 83(1986)-  21 17 08.96866(N)    157 47 50.89108(W) AD(       ) 3
 TU1190  OLD HI      -  21 17 20.36500(N)    157 48 00.76300(W) AD(       ) 3
 TU1190
 TU1190.Superseded values are not recommended for survey control.
 TU1190.NGS no longer adjusts projects to the OLD HI datum.
 TU1190.See file dsdata.txt to determine how the superseded data were derived.
 TU1190
 TU1190_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2474554258(NAD 83)
 TU1190
 TU1190  HISTORY     - Date     Condition        Report By
 TU1190  HISTORY     - 1927     MONUMENTED       CGS
 TU1190  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1190  HISTORY     - 19990527 GOOD             USPSQD
 TU1190
 TU1190                          STATION DESCRIPTION
 TU1190
 TU1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1190'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU1190'DESCRIPTION FOLLOWS--
 TU1190'
 TU1190'STATION IS LOCATED IN THE KAIMUKI DISTRICT OF HONOLULU, ABOUT 1/4
 TU1190'MILE NORTHEAST OF WAIALAE AVENUE AND 100 YARDS SOUTHWEST OF THE
 TU1190'JUNCTION OF SIERRA DRIVE AND CENTER STREET, ON A HILL OF ABOUT
 TU1190'334 FEET ELEVATION WHICH HAS TWO LARGE, WHITE HOUSES ON ITS
 TU1190'SUMMIT.
 TU1190'
 TU1190'TO REACH STATION FROM THE POST OFFICE IN KAIMUKI, GO NORTHEAST
 TU1190'ON KOKO HEAD AVE. FOR 0.05 MILE.  TURN LEFT AND GO 0.1 MILE
 TU1190'ON WAIALAE AVE.  TURN RIGHT AND GO 0.15 MILE ON CENTER
 TU1190'STREET.  TURN LEFT AND FOLLOW HIGHVIEW PLACE FOR 0.15 MILE TO
 TU1190'ITS END ON TOP OF HILL BY THE NORTH HOUSE OF THE TWO.  STATION
 TU1190'IS ABOUT 20 YARDS SOUTHWEST.
 TU1190'
 TU1190'STATION IS CENTER OF 2-1/2-INCH IRON PIPE WHICH PROJECTS FROM
 TU1190'CENTER OF 6-FOOT-SQUARE, CONCRETE FLOOR ON TOP OF A SOLID
 TU1190'FOUNDATION OF STONE AND MORTAR CONSTRUCTION (THIS IS A HAWAIIAN
 TU1190'TERRITORIAL SURVEY TYPE C SIGNAL).  THE FOUNDATION IS INCORPORATED
 TU1190'IN A STONE AND MORTAR FENCE RUNNING EAST-WEST, AND IS ABOUT
 TU1190'4-1/2 FEET ABOVE GROUND.  STATION IS 18 FEET WEST OF FENCE
 TU1190'CORNER, 6.8 FEET NORTH OF NORTHEAST CORNER OF THE SOUTH HOUSE
 TU1190'AND 26 FEET SOUTHEAST OF EAST END OF TOP STEP OF THE NORTH
 TU1190'HOUSE.
 TU1190'
 TU1190'NOTE--THERE IS NO PREVIOUS DESCRIPTION FOR THIS STATION.  A TYPE
 TU1190'C SIGNAL HAS NO ACCESS HOLE SO A CHECK COULD NOT BE MADE AS TO
 TU1190'THE ORIGINAL STATION MARK.
 TU1190'
 TU1190'NO REFERENCE MARKS WERE ESTABLISHED.
 TU1190
 TU1190                          STATION RECOVERY (1999)
 TU1190
 TU1190'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2863 ***********************************************************************
 TU2863  DESIGNATION -  MAWINI PUU 1882
 TU2863  PID         -  TU2863
 TU2863  STATE/COUNTY-  HI/MAUI
 TU2863  USGS QUAD   -  LUALAILUA HILLS (1983)
 TU2863
 TU2863                         *CURRENT SURVEY CONTROL
 TU2863  ___________________________________________________________________
 TU2863* NAD 83(1993)-  20 38 39.18956(N)    156 16 34.26476(W)     ADJUSTED  
 TU2863* LOCAL TIDAL -       975.     (meters)    3199.     (feet)  SCALED    
 TU2863  ___________________________________________________________________
 TU2863  EPOCH DATE  -        1993.62
 TU2863  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 TU2863  GEOID HEIGHT-          17.25  (meters)                     GEOID03
 TU2863
 TU2863  HORZ ORDER  -  THIRD
 TU2863
 TU2863.The horizontal coordinates were established by classical geodetic methods
 TU2863.and adjusted by the National Geodetic Survey in December 1998..
 TU2863.The horizontal coordinates are valid at the epoch date displayed above.
 TU2863.The epoch date for horizontal control is a decimal equivalence
 TU2863.of Year/Month/Day.
 TU2863
 TU2863.The orthometric height was scaled from a topographic map.
 TU2863
 TU2863.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2863
 TU2863.The geoid height was determined by GEOID03.
 TU2863
 TU2863;                    North         East     Units Scale Factor Converg.
 TU2863;SPC HI 2     -    34,466.070   540,692.879   MT  0.99998712   +0 08 15.6
 TU2863;UTM  04      - 2,285,153.076   783,829.158   MT  1.00059572   +0 57 39.5
 TU2863
 TU2863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2863!SPC HI 2     -   0.99984406  x   0.99998712  =   0.99983118
 TU2863!UTM  04      -   0.99984406  x   1.00059572  =   1.00043969
 TU2863
 TU2863:                Primary Azimuth Mark                     Grid Az
 TU2863:SPC HI 2     -  LUALAILUA RESET                          223 26 33.2
 TU2863:UTM  04      -  LUALAILUA RESET                          222 37 09.3
 TU2863
 TU2863|---------------------------------------------------------------------|
 TU2863| PID    Reference Object                     Distance      Geod. Az  |
 TU2863|                                                           dddmmss.s |
 TU2863| TU2887 LUALAILUA RESET                     APPROX. 4.8 KM 2233448.8 |
 TU2863|---------------------------------------------------------------------|
 TU2863
 TU2863                          SUPERSEDED SURVEY CONTROL
 TU2863
 TU2863  NAD 83(1986)-  20 38 39.16030(N)    156 16 34.26886(W) AD(       ) 3
 TU2863  OLD HI      -  20 38 50.58000(N)    156 16 44.39000(W) AD(       ) 3
 TU2863
 TU2863.Superseded values are not recommended for survey control.
 TU2863.NGS no longer adjusts projects to the OLD HI datum.
 TU2863.See file dsdata.txt to determine how the superseded data were derived.
 TU2863
 TU2863_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8382985153(NAD 83)
 TU2863
 TU2863  HISTORY     - Date     Condition        Report By
 TU2863  HISTORY     - 1882     MONUMENTED       HIGS
 TU2863
 TU2863                          STATION DESCRIPTION
 TU2863
 TU2863'DESCRIBED BY HAWAII GEODETIC SURVEY 1882
 TU2863'IN WESTERN PART OF WEST MAUI, ON A HILL IN THE KAANAPALI
 TU2863'DISTRICT, NEARLY DUE EAST 4,849 METERS FROM KEKAA OR BLACK
 TU2863'ROCK.  MARK, NO RECORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3072 ***********************************************************************
 TU3072  DESIGNATION -  MAY
 TU3072  PID         -  TU3072
 TU3072  STATE/COUNTY-  HI/MAUI
 TU3072  USGS QUAD   -  MAALAEA (1996)
 TU3072
 TU3072                         *CURRENT SURVEY CONTROL
 TU3072  ___________________________________________________________________
 TU3072* NAD 83(1993)-  20 47 48.06034(N)    156 30 03.68249(W)     ADJUSTED  
 TU3072* LOCAL TIDAL -        50.     (meters)     164.     (feet)  SCALED    
 TU3072  ___________________________________________________________________
 TU3072  EPOCH DATE  -        1993.62
 TU3072  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 TU3072  GEOID HEIGHT-          16.45  (meters)                     GEOID03
 TU3072
 TU3072  HORZ ORDER  -  THIRD
 TU3072
 TU3072.The horizontal coordinates were established by classical geodetic methods
 TU3072.and adjusted by the National Geodetic Survey in December 1998..
 TU3072.The horizontal coordinates are valid at the epoch date displayed above.
 TU3072.The epoch date for horizontal control is a decimal equivalence
 TU3072.of Year/Month/Day.
 TU3072
 TU3072.The orthometric height was scaled from a topographic map.
 TU3072
 TU3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3072
 TU3072.The geoid height was determined by GEOID03.
 TU3072
 TU3072;                    North         East     Units Scale Factor Converg.
 TU3072;SPC HI 2     -    51,305.291   517,244.705   MT  0.99997034   +0 03 31.7
 TU3072;UTM  04      - 2,301,661.333   760,127.904   MT  1.00043632   +0 53 16.0
 TU3072
 TU3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3072!SPC HI 2     -   0.99998956  x   0.99997034  =   0.99995990
 TU3072!UTM  04      -   0.99998956  x   1.00043632  =   1.00042587
 TU3072
 TU3072:                Primary Azimuth Mark                     Grid Az
 TU3072:SPC HI 2     -  MUT                                      144 51 52.5
 TU3072:UTM  04      -  MUT                                      144 02 08.2
 TU3072
 TU3072|---------------------------------------------------------------------|
 TU3072| PID    Reference Object                     Distance      Geod. Az  |
 TU3072|                                                           dddmmss.s |
 TU3072| TU2937 MUT                                 APPROX. 8.1 KM 1445524.2 |
 TU3072|---------------------------------------------------------------------|
 TU3072
 TU3072                          SUPERSEDED SURVEY CONTROL
 TU3072
 TU3072  NAD 83(1986)-  20 47 48.02467(N)    156 30 03.66804(W) AD(       ) 3
 TU3072  OLD HI      -  20 47 59.54600(N)    156 30 13.83300(W) AD(       ) 3
 TU3072
 TU3072.Superseded values are not recommended for survey control.
 TU3072.NGS no longer adjusts projects to the OLD HI datum.
 TU3072.See file dsdata.txt to determine how the superseded data were derived.
 TU3072
 TU3072_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6012801661(NAD 83)
 TU3072
 TU3072  HISTORY     - Date     Condition        Report By
 TU3072  HISTORY     - UNK      MONUMENTED
 TU3072  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3072
 TU3072                          STATION DESCRIPTION
 TU3072
 TU3072'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3072'LOCATION OF STATION WAS DETERMINED BY INVERSE FROM A TRAIL
 TU3072'POINT ESTABLISHED IN THE VICINITY, BUT NO MARK COULD BE
 TU3072'FOUND.  THE SITE FALLS ON UPPER EDGE OF SANDY BEACH AND IT IS
 TU3072'BELIEVED IT WAS ONLY MARKED WITH A TEMPORARY HYDROGRAPHIC SIGNAL.
 TU3072'
 TU3072'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1811 ***********************************************************************
 TU1811  DESIGNATION -  MC BRYDE LANDING WHSE NW GABLE
 TU1811  PID         -  TU1811
 TU1811  STATE/COUNTY-  HI/KAUAI
 TU1811  USGS QUAD   -  HANAPEPE (1996)
 TU1811
 TU1811                         *CURRENT SURVEY CONTROL
 TU1811  ___________________________________________________________________
 TU1811* NAD 83(1993)-  21 54 02.11255(N)    159 35 15.50347(W)     ADJUSTED  
 TU1811* LOCAL TIDAL -                                                        
 TU1811  ___________________________________________________________________
 TU1811  EPOCH DATE  -        1993.62
 TU1811  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 TU1811  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1811
 TU1811  HORZ ORDER  -  THIRD
 TU1811
 TU1811.The horizontal coordinates were established by classical geodetic methods
 TU1811.and adjusted by the National Geodetic Survey in December 1998..
 TU1811.The horizontal coordinates are valid at the epoch date displayed above.
 TU1811.The epoch date for horizontal control is a decimal equivalence
 TU1811.of Year/Month/Day.
 TU1811
 TU1811
 TU1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1811
 TU1811.The geoid height was determined by GEOID03.
 TU1811
 TU1811;                    North         East     Units Scale Factor Converg.
 TU1811;SPC HI 4     -     7,449.385   490,943.914   MT  0.99999101   -0 01 57.7
 TU1811;UTM  04      - 2,421,939.486   439,300.359   MT  0.99964552   -0 13 09.1
 TU1811
 TU1811                          SUPERSEDED SURVEY CONTROL
 TU1811
 TU1811  NAD 83(1986)-  21 54 02.08609(N)    159 35 15.52341(W) AD(       ) 4
 TU1811  OLD HI      -  21 54 13.34600(N)    159 35 25.55600(W) AD(       ) 3
 TU1811
 TU1811.Superseded values are not recommended for survey control.
 TU1811.NGS no longer adjusts projects to the OLD HI datum.
 TU1811.See file dsdata.txt to determine how the superseded data were derived.
 TU1811
 TU1811_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3930021939(NAD 83)
 TU1811
 TU1811  HISTORY     - Date     Condition        Report By
 TU1811  HISTORY     - UNK      MONUMENTED
 TU1811  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1811  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1811
 TU1811                          STATION DESCRIPTION
 TU1811
 TU1811'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1811'STATION IS GONE.  A ROAD LEADING DOWN TO THE PORT ALLEN PIER NOW
 TU1811'PASSES OVER THIS POINT WHERE THE WAREHOUSE ONCE SAT.
 TU1811
 TU1811                          STATION RECOVERY (2005)
 TU1811
 TU1811'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1338 ***********************************************************************
 TU1338  DESIGNATION -  MC WAYNES LIGHT 1952
 TU1338  PID         -  TU1338
 TU1338  STATE/COUNTY-  HI/HONOLULU
 TU1338  USGS QUAD   -  HONOLULU (1983)
 TU1338
 TU1338                         *CURRENT SURVEY CONTROL
 TU1338  ___________________________________________________________________
 TU1338* NAD 83(1993)-  21 19 29.12256(N)    157 49 00.50426(W)     ADJUSTED  
 TU1338* LOCAL TIDAL -       410.3    (meters)    1346.     (feet)  VERT ANG  
 TU1338  ___________________________________________________________________
 TU1338  EPOCH DATE  -        1993.62
 TU1338  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 TU1338  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU1338
 TU1338  HORZ ORDER  -  THIRD
 TU1338
 TU1338.The horizontal coordinates were established by classical geodetic methods
 TU1338.and adjusted by the National Geodetic Survey in December 1998..
 TU1338.The horizontal coordinates are valid at the epoch date displayed above.
 TU1338.The epoch date for horizontal control is a decimal equivalence
 TU1338.of Year/Month/Day.
 TU1338
 TU1338.The orthometric height was determined by vertical angle observations.
 TU1338
 TU1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1338
 TU1338.The geoid height was determined by GEOID03.
 TU1338
 TU1338;                    North         East     Units Scale Factor Converg.
 TU1338;SPC HI 3     -    17,514.592   519,005.007   MT  0.99999446   +0 03 59.8
 TU1338;UTM  04      - 2,358,550.780   622,706.376   MT  0.99978606   +0 25 49.2
 TU1338
 TU1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1338!SPC HI 3     -   0.99993301  x   0.99999446  =   0.99992747
 TU1338!UTM  04      -   0.99993301  x   0.99978606  =   0.99971908
 TU1338
 TU1338                          SUPERSEDED SURVEY CONTROL
 TU1338
 TU1338  NAD 83(1986)-  21 19 29.07314(N)    157 49 00.51301(W) AD(       ) 4
 TU1338  OLD HI      -  21 19 40.46000(N)    157 49 10.40000(W) AD(       ) 3
 TU1338
 TU1338.Superseded values are not recommended for survey control.
 TU1338.NGS no longer adjusts projects to the OLD HI datum.
 TU1338.See file dsdata.txt to determine how the superseded data were derived.
 TU1338
 TU1338_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2270658551(NAD 83)
 TU1338
 TU1338  HISTORY     - Date     Condition        Report By
 TU1338  HISTORY     - 1952     MONUMENTED       CGS
 TU1338  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1338
 TU1338                          STATION DESCRIPTION
 TU1338
 TU1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (CAG)
 TU1338'THE STATION IS LOCATED IN THE CITY OF HONOLULU AT THE RESIDENCE OF
 TU1338'MR. CHARLES A. MC WAYNE ON THE SOUTH SLOPE OF MT. TANTALUS.  THE
 TU1338'STATION IS THE FIXED GREEN LIGHT DISPLAYED FROM THE VERANDA.
 TU1338'
 TU1338'THE LIGHT WAS LOCATED BY A 3-POINT FIX FROM THE ECCENTRIC SET UP
 TU1338'NEAR THE RESIDENCE.
 TU1338
 TU1338                          STATION RECOVERY (1965)
 TU1338
 TU1338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1338'STATION WAS RECOVERED AS DESCRIBED.  IT IS A FIXED GREEN LIGHT
 TU1338'ATTACHED TO THE SOUTHWEST SIDE OF THE HOUSE.  LISTED AS TANTALUS
 TU1338'LIGHT IN THE U.S. COAST GUARD LIGHT LIST (PUB. CG-162), AT 1346
 TU1338'FEET ELEVATION.  IT IS LOCATED ON THE SOUTHWEST SLOPES OF
 TU1338'MT. TANTALUS, AT THE RESIDENCE OF MRS. MC WAYNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1339 ***********************************************************************
 TU1339  DESIGNATION -  MC WAYNES LIGHT ECC
 TU1339  PID         -  TU1339
 TU1339  STATE/COUNTY-  HI/HONOLULU
 TU1339  USGS QUAD   -  HONOLULU (1983)
 TU1339
 TU1339                         *CURRENT SURVEY CONTROL
 TU1339  ___________________________________________________________________
 TU1339* NAD 83(1993)-  21 19 29.40174(N)    157 49 00.65784(W)     ADJUSTED  
 TU1339* LOCAL TIDAL -       410.     (meters)    1345.     (feet)  SCALED    
 TU1339  ___________________________________________________________________
 TU1339  EPOCH DATE  -        1993.62
 TU1339  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 TU1339  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU1339
 TU1339  HORZ ORDER  -  THIRD
 TU1339
 TU1339.The horizontal coordinates were established by classical geodetic methods
 TU1339.and adjusted by the National Geodetic Survey in December 1998..
 TU1339.The horizontal coordinates are valid at the epoch date displayed above.
 TU1339.The epoch date for horizontal control is a decimal equivalence
 TU1339.of Year/Month/Day.
 TU1339
 TU1339.The orthometric height was scaled from a topographic map.
 TU1339
 TU1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1339
 TU1339.The geoid height was determined by GEOID03.
 TU1339
 TU1339;                    North         East     Units Scale Factor Converg.
 TU1339;SPC HI 3     -    17,523.173   519,000.571   MT  0.99999446   +0 03 59.8
 TU1339;UTM  04      - 2,358,559.331   622,701.886   MT  0.99978605   +0 25 49.1
 TU1339
 TU1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1339!SPC HI 3     -   0.99993305  x   0.99999446  =   0.99992751
 TU1339!UTM  04      -   0.99993305  x   0.99978605  =   0.99971912
 TU1339
 TU1339|---------------------------------------------------------------------|
 TU1339| PID    Reference Object                     Distance      Geod. Az  |
 TU1339|                                                           dddmmss.s |
 TU1339| TU1338 MC WAYNES LIGHT 1952                  9.660 METERS 15244     |
 TU1339| TU1244 HONOLULU RADIO STA KGMB TOWER       APPROX. 4.2 KM 2143759.4 |
 TU1339| TU1326 HONOLULU HAWAIIAN PINEAPPLE TK      APPROX. 5.7 KM 2611633.3 |
 TU1339|---------------------------------------------------------------------|
 TU1339
 TU1339                          SUPERSEDED SURVEY CONTROL
 TU1339
 TU1339  NAD 83(1986)-  21 19 29.35232(N)    157 49 00.66659(W) AD(       ) 3
 TU1339  OLD HI      -  21 19 40.74000(N)    157 49 10.55200(W) AD(       ) 3
 TU1339
 TU1339.Superseded values are not recommended for survey control.
 TU1339.NGS no longer adjusts projects to the OLD HI datum.
 TU1339.See file dsdata.txt to determine how the superseded data were derived.
 TU1339
 TU1339_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2270258559(NAD 83)
 TU1339_MARKER: W = UNMONUMENTED
 TU1339_SETTING: 0 = UNSPECIFIED SETTING
 TU1339
 TU1339  HISTORY     - Date     Condition        Report By
 TU1339  HISTORY     - UNK      MONUMENTED
 TU1339  HISTORY     - 1965     MARK NOT FOUND   CGS
 TU1339
 TU1339                          STATION DESCRIPTION
 TU1339
 TU1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1339'THERE IS NO MARKER OF ANY KIND IN THE LAWN AT THE MC WAYNE
 TU1339'RESIDENCE SO THE ECCENTRIC POINT USED TO LOCATE MC WAYNES LIGHT
 TU1339'WAS APPARENTLY OF A TEMPORARY NATURE.  STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1803 ***********************************************************************
 TU1803  DESIGNATION -  MCBRYDE SUGAR MILL STACK
 TU1803  PID         -  TU1803
 TU1803  STATE/COUNTY-  HI/KAUAI
 TU1803  USGS QUAD   -  HANAPEPE (1996)
 TU1803
 TU1803                         *CURRENT SURVEY CONTROL
 TU1803  ___________________________________________________________________
 TU1803* NAD 83(1993)-  21 53 51.25050(N)    159 33 32.86058(W)     ADJUSTED  
 TU1803* LOCAL TIDAL -                                                        
 TU1803  ___________________________________________________________________
 TU1803  EPOCH DATE  -        1993.62
 TU1803  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 TU1803  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1803
 TU1803  HORZ ORDER  -  THIRD
 TU1803
 TU1803.The horizontal coordinates were established by classical geodetic methods
 TU1803.and adjusted by the National Geodetic Survey in December 1998..
 TU1803.The horizontal coordinates are valid at the epoch date displayed above.
 TU1803.The epoch date for horizontal control is a decimal equivalence
 TU1803.of Year/Month/Day.
 TU1803
 TU1803
 TU1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1803
 TU1803.The geoid height was determined by GEOID03.
 TU1803
 TU1803;                    North         East     Units Scale Factor Converg.
 TU1803;SPC HI 4     -     7,113.886   493,890.007   MT  0.99999046   -0 01 19.4
 TU1803;UTM  04      - 2,421,594.519   442,244.321   MT  0.99964122   -0 12 30.7
 TU1803
 TU1803                          SUPERSEDED SURVEY CONTROL
 TU1803
 TU1803  NAD 83(1986)-  21 53 51.22403(N)    159 33 32.88101(W) AD(       ) 4
 TU1803  OLD HI      -  21 54 02.50600(N)    159 33 42.93500(W) AD(       ) 3
 TU1803
 TU1803.Superseded values are not recommended for survey control.
 TU1803.NGS no longer adjusts projects to the OLD HI datum.
 TU1803.See file dsdata.txt to determine how the superseded data were derived.
 TU1803
 TU1803_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4224421595(NAD 83)
 TU1803_MARKER: 63 = STACK
 TU1803
 TU1803  HISTORY     - Date     Condition        Report By
 TU1803  HISTORY     - 1928     FIRST OBSERVED   CGS
 TU1803  HISTORY     - 1962     GOOD             CGS
 TU1803  HISTORY     - 1965     GOOD             CGS
 TU1803  HISTORY     - 1983     GOOD             USPSQD
 TU1803  HISTORY     - 19970608 MARK NOT FOUND   USPSQD
 TU1803  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 TU1803  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1803
 TU1803                          STATION DESCRIPTION
 TU1803
 TU1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU1803'NEAR SOUTHERN COAST OF KAUAI, 1-3/4 MILES EAST OF PORT ALLEN.  THE
 TU1803'NEW STACK AT MC BRYDES NEW SUGAR MILL, BUILT IN 1928.  IT IS 225
 TU1803'FEET TALL, AND 24 FEET IN DIAMETER AT ITS BASE, WHICH IF ROUGHLY
 TU1803'200 FEET ABOVE SEA LEVEL.  IT IS THE MOST PROMINENT STACK IN THE
 TU1803'VICINITY AND WHEN SEEN FROM SEAWARD PRESENTS THE APPEARANCE OF A
 TU1803'TALL WHITE LIGHTHOUSE.
 TU1803
 TU1803                          STATION RECOVERY (1962)
 TU1803
 TU1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1803'THE STACK IS AT NEW MILL AND 2 MILES EAST SOUTHEAST OF ELEELE
 TU1803'IN THE SOUTHERN PART OF KAUAI.  IT IS OWNED BY MC BRYDE SUGAR
 TU1803'COMPANY.  THE STACK IS 225 FEET HIGH, BUILT OF REINFORCED CONCRETE
 TU1803'WITH STEEL REINFORCING BANDS ON THE OUTSIDE.  THE DIAMETER AT THE
 TU1803'BASE IS 20 FEET AND 11 FEET 4 INCHES AT THE TOP.  THE TOP IS
 TU1803'PAINTED BLACK.
 TU1803'
 TU1803'THE POINT OBSERVED WAS THE TOP CENTER OF THE STACK.
 TU1803
 TU1803                          STATION RECOVERY (1965)
 TU1803
 TU1803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1803'STATION WAS RECOVERED AS DESCRIBED.  IT IS A TAN COLORED STACK,
 TU1803'WITH TOP SECTION PAINTED BLACK, AND IS 225 FEET HIGH AND 20 FEET
 TU1803'IN DIAMETER AT THE BASE.  LOCATED AT THE MC BRYDE SUGAR MILL IN
 TU1803'NUMILA VILLAGE, ON STATE HIGHWAY 54, ABOUT 2 MILES EAST-SOUTHEAST
 TU1803'OF HANAPEPE.
 TU1803
 TU1803                          STATION RECOVERY (1983)
 TU1803
 TU1803'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1803'STATION RECOVERED AS DESCRIBED BY DMW 1965.
 TU1803
 TU1803                          STATION RECOVERY (1997)
 TU1803
 TU1803'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1803'MARK NOT FOUND.
 TU1803
 TU1803                          STATION RECOVERY (1998)
 TU1803
 TU1803'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1803'MARK NOT FOUND.
 TU1803
 TU1803                          STATION RECOVERY (2005)
 TU1803
 TU1803'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2492 ***********************************************************************
 TU2492  DESIGNATION -  MCCANDLESS
 TU2492  PID         -  TU2492
 TU2492  STATE/COUNTY-  HI/HAWAII
 TU2492  USGS QUAD   -  KAUNENE (1982)
 TU2492
 TU2492                         *CURRENT SURVEY CONTROL
 TU2492  ___________________________________________________________________
 TU2492* NAD 83(1993)-  19 23 30.91842(N)    155 51 52.63294(W)     ADJUSTED  
 TU2492* LOCAL TIDAL -       525.7    (meters)    1725.     (feet)  VERT ANG  
 TU2492  ___________________________________________________________________
 TU2492  EPOCH DATE  -        1993.62
 TU2492  LAPLACE CORR-          25.15  (seconds)                    DEFLEC99
 TU2492  GEOID HEIGHT-          21.24  (meters)                     GEOID03
 TU2492
 TU2492  HORZ ORDER  -  SECOND
 TU2492
 TU2492.The horizontal coordinates were established by classical geodetic methods
 TU2492.and adjusted by the National Geodetic Survey in December 1998..
 TU2492.The horizontal coordinates are valid at the epoch date displayed above.
 TU2492.The epoch date for horizontal control is a decimal equivalence
 TU2492.of Year/Month/Day.
 TU2492
 TU2492.The orthometric height was determined by vertical angle observations.
 TU2492
 TU2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2492
 TU2492.The geoid height was determined by GEOID03.
 TU2492
 TU2492;                    North         East     Units Scale Factor Converg.
 TU2492;SPC HI 1     -    61,870.472   461,700.251   MT  0.99998479   -0 07 15.8
 TU2492;UTM  05      - 2,146,692.544   199,113.536   MT  1.00071923   -0 57 06.7
 TU2492
 TU2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2492!SPC HI 1     -   0.99991403  x   0.99998479  =   0.99989882
 TU2492!UTM  05      -   0.99991403  x   1.00071923  =   1.00063320
 TU2492
 TU2492|---------------------------------------------------------------------|
 TU2492| PID    Reference Object                     Distance      Geod. Az  |
 TU2492|                                                           dddmmss.s |
 TU2492| CN5913 MCCANDLESS RM 1                       6.702 METERS 06120     |
 TU2492| CN5914 MCCANDLESS RM 2                      10.671 METERS 13321     |
 TU2492| TU2526 HOOKENA ABANDONED CHURCH SPIRE      APPROX. 3.9 KM 2535741.4 |
 TU2492| TU2535 KEEI NORTH BASE                     APPROX.10.0 KM 3244858.7 |
 TU2492|---------------------------------------------------------------------|
 TU2492
 TU2492                          SUPERSEDED SURVEY CONTROL
 TU2492
 TU2492  NAD 83(1986)-  19 23 30.91644(N)    155 51 52.66517(W) AD(       ) 2
 TU2492  OLD HI      -  19 23 41.77300(N)    155 52 02.70400(W) AD(       ) 2
 TU2492
 TU2492.Superseded values are not recommended for survey control.
 TU2492.NGS no longer adjusts projects to the OLD HI datum.
 TU2492.See file dsdata.txt to determine how the superseded data were derived.
 TU2492
 TU2492_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9911446693(NAD 83)
 TU2492_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2492_SETTING: 80 = SET IN A BOULDER
 TU2492_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2492
 TU2492  HISTORY     - Date     Condition        Report By
 TU2492  HISTORY     - 1948     MONUMENTED       CGS
 TU2492  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2492  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2492
 TU2492                          STATION DESCRIPTION
 TU2492
 TU2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2492'THE STATION IS LOCATED IN THE FRONT YARD OF AN ABANDONED SHACK
 TU2492'ON PROPERTY BELONGING TO THE MC CANDLESS RANCH.  IT IS ABOUT 4
 TU2492'MILES SOUTHEAST OF HONAUNAU BAY, ABOUT 3 MILES NORTHEAST OF
 TU2492'HOOKENA, ABOUT 1 MILE EAST OF THE HIGHWAY WHICH RUNS BETWEEN
 TU2492'CAPTAIN COOK AND WAICHINU, 38.3 FEET SOUTH OF THE CENTER OF A
 TU2492'GRADED ROAD, 33.3 FEET SOUTHEAST OF A FENCE CORNER, 16.3 WEST OF
 TU2492'THE NORTHWEST CORNER OF AN OLD SHACK AND 12.7 FEET EAST OF A
 TU2492'FENCE.
 TU2492'
 TU2492'TO REACH FROM THE POST OFFICE AT KAI MALINO.  GO SOUTH ON THE
 TU2492'ROAD TOWARD WAIOHINU FOR 0.15 MILE.  TURN LEFT, ONTO A TRACK ROAD,
 TU2492'AND GO EASTERLY, UP GRADE, FOR 1.15 MILES TO THE OLD SHACK AND
 TU2492'THE STATION ON THE RIGHT HAND SIDE OF THE ROAD.
 TU2492'
 TU2492'THE STATION IS A STANDARD DISK, STAMPED MC CANDLESS 1948, SET
 TU2492'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 TU2492'
 TU2492'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NO 1 1948,
 TU2492'SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 10
 TU2492'INCHES.  IT IS LOCATED 34.3 FEET EAST OF A WIRE FENCE, 26.5 FEET
 TU2492'SOUTH OF THE CENTER OF A GRADED ROAD, 11.5 FEET NORTH OF THE
 TU2492'NORTHWEST CORNER OF AN OLD SHACK AND IS ABOUT THE SAME ELEVATION
 TU2492'AS THE STATION.
 TU2492'
 TU2492'SUBSTITUTE STATION A IS THE NORTHWEST CORNER AND BASE OF AN OLD
 TU2492'SHACK.  IT IS 0.24 METER HIGHER THAN THE STATION.
 TU2492
 TU2492                          STATION RECOVERY (1968)
 TU2492
 TU2492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2492'STATION WAS RECOVERED AND BOTH MARKS FOUND IN GOOD CONDITION,
 TU2492'HOWEVER THE OLD SHACK AND FENCES ARE GONE.  A SMALL DISCREPANCY WAS
 TU2492'NOTED IN THE DISTANCE TO RM NO. 1.  IT WAS DOUBLE-CHECKED AND THE
 TU2492'1968 DISTANCE IS CORRECT.  A NEW REFERENCE MARK, NO. 2, WAS
 TU2492'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2492'
 TU2492'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF HONAUNAU
 TU2492'AND 1 MILE EAST-SOUTHEAST OF KEALIA VILLAGE, ON A SMALL, OPEN,
 TU2492'GRASSY PLOT SURROUNDED BY TREES AND BRUSH, UP ON A BANK ALONG THE
 TU2492'SOUTH SIDE OF A STEEP, GRADED ROAD, 0.1 MILE WEST FROM A LARGE,
 TU2492'RED, CORRUGATED IRON WATER TANK AND T-JUNCTION OF TRACK ROADS.
 TU2492'
 TU2492'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH
 TU2492'ON STATE HIGHWAY 11 FOR 3.2 MILES TO THE STORE IN KEALIA
 TU2492'VILLAGE.  CONTINUE ON THE HIGHWAY FOR 0.25 MILE TO GRAVEL SIDE ROAD
 TU2492'LEFT.  TURN LEFT AND GO UPGRADE FOR 0.3 MILE TO A CHAIN
 TU2492'GATE.  CONTINUE FOR 0.8 MILE TO STATION ON RIGHT.
 TU2492'
 TU2492'STATION MARK IS A STANDARD DISK STAMPED MC CANDLESS 1948, CEMENTED
 TU2492'IN A DRILL HOLE IN AN 8 X 10-INCH BOULDER THAT PROJECTS 6 INCHES
 TU2492'ABOVE GROUND.  IT IS 43 FEET SOUTH OF CENTER LINE OF ROAD, 3 FEET
 TU2492'WEST OF A WHITE WITNESS POST AND ABOUT 15 FEET HIGHER THAN THE
 TU2492'ROAD.
 TU2492'
 TU2492'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 1 1948,
 TU2492'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-FOOT, TRIANGULAR,
 TU2492'POINTED ROCK THAT PROJECTS 8 INCHES ABOVE GROUND.  IT IS LOCATED
 TU2492'ON THE HIGHEST POINT OF THE GRASSY BANK ALONG ROAD, UNDER A TREE,
 TU2492'35 FEET SOUTH OF THE CENTER LINE OF THE ROAD AND 16 INCHES HIGHER
 TU2492'THAN STATION MARK.
 TU2492'
 TU2492'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MC CANDLESS
 TU2492'1948 NO 2 1968, CEMENTED IN A DRILL HOLE IN A FLAT,
 TU2492'20-INCH-DIAMETER, BLUE-ROCK BOULDER THAT PROJECTS 4 INCHES FROM
 TU2492'GROUND.  IT IS AT ABOUT SAME ELEVATION AS STATION MARK.
 TU2492
 TU2492                          STATION RECOVERY (1972)
 TU2492
 TU2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2492'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED BY RCM
 TU2492'IN 1968.  REFERENCE MARKS ONE AND TWO WERE ALSO RECOVERED IN
 TU2492'GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0706 ***********************************************************************
 TU0706  DESIGNATION -  MDI VAN USQ 11 A
 TU0706  PID         -  TU0706
 TU0706  STATE/COUNTY-  HI/KAUAI
 TU0706  USGS QUAD   -  KEKAHA (1983)
 TU0706
 TU0706                         *CURRENT SURVEY CONTROL
 TU0706  ___________________________________________________________________
 TU0706* NAD 83(1986)-  22 01 31.     (N)    159 47 05.     (W)     SCALED    
 TU0706* LOCAL TIDAL -         8.554  (meters)      28.06   (feet)  ADJ UNCH  
 TU0706  ___________________________________________________________________
 TU0706  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0706
 TU0706  VERT ORDER  -  SECOND    CLASS 0
 TU0706
 TU0706.The horizontal coordinates were scaled from a topographic map and have
 TU0706.an estimated accuracy of +/- 6 seconds.
 TU0706
 TU0706.The orthometric height was key entered from printed documents
 TU0706.and not key verified.
 TU0706
 TU0706.The geoid height was determined by GEOID03.
 TU0706
 TU0706;                    North         East    Units  Estimated Accuracy
 TU0706;SPC HI 4     -    21,280.      470,600.      MT  (+/- 180 meters Scaled)
 TU0706
 TU0706                          SUPERSEDED SURVEY CONTROL
 TU0706
 TU0706.No superseded survey control is available for this station.
 TU0706
 TU0706_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190358(NAD 83)
 TU0706_MARKER: Z = SEE DESCRIPTION
 TU0706_SETTING: 0 = UNSPECIFIED SETTING
 TU0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0706
 TU0706  HISTORY     - Date     Condition        Report By
 TU0706  HISTORY     - UNK      MONUMENTED       CGS
 TU0706  HISTORY     - 1965     GOOD             NGS
 TU0706
 TU0706                          STATION DESCRIPTION
 TU0706
 TU0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0706'IN BONHAM ALF.
 TU0706'0.85 MILE SOUTH ALONG AN OILED ROAD FROM THE MAIN GATE AT BONHAM
 TU0706'AUXILIARY LANDING FIELD, THENCE 0.1 MILE WEST AND SOUTH ALONG AN OILED
 TU0706'ROAD, 55 FEET EAST OF THE WEST EDGE OF AN ASPHALT AREA AND 14 1/2 FEET
 TU0706'WEST OF A METAL CABLE TRAY, A RADAR LOCATED ON THE TOP OF THE MDI VAN.
 TU0706'ELEVATIONS WERE ESTABLISHED ON THE HORIZONTAL AXIS OF THE RADAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0526 ***********************************************************************
 TU0526  DESIGNATION -  MEADOW GOLD
 TU0526  PID         -  TU0526
 TU0526  STATE/COUNTY-  HI/HONOLULU
 TU0526  USGS QUAD   -  HALEIWA (1983)
 TU0526
 TU0526                         *CURRENT SURVEY CONTROL
 TU0526  ___________________________________________________________________
 TU0526* NAD 83(1993)-  21 36 55.41689(N)    158 05 17.90198(W)     ADJUSTED  
 TU0526* LOCAL TIDAL -         4.356  (meters)      14.29   (feet)  ADJ UNCH  
 TU0526  ___________________________________________________________________
 TU0526  EPOCH DATE  -        1993.62
 TU0526  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 TU0526  GEOID HEIGHT-          14.44  (meters)                     GEOID03
 TU0526
 TU0526  HORZ ORDER  -  FIRST
 TU0526  VERT ORDER  -  FIRST     CLASS II
 TU0526
 TU0526.The horizontal coordinates were established by classical geodetic methods
 TU0526.and adjusted by the National Geodetic Survey in December 1998..
 TU0526.The horizontal coordinates are valid at the epoch date displayed above.
 TU0526.The epoch date for horizontal control is a decimal equivalence
 TU0526.of Year/Month/Day.
 TU0526
 TU0526.The orthometric height was key entered from printed documents
 TU0526.and not key verified.
 TU0526
 TU0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0526
 TU0526.The geoid height was determined by GEOID03.
 TU0526
 TU0526;                    North         East     Units Scale Factor Converg.
 TU0526;SPC HI 3     -    49,686.108   490,857.027   MT  0.99999103   -0 01 57.1
 TU0526;UTM  04      - 2,390,533.979   594,360.372   MT  0.99971002   +0 20 09.1
 TU0526
 TU0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0526!SPC HI 3     -   0.99999705  x   0.99999103  =   0.99998808
 TU0526!UTM  04      -   0.99999705  x   0.99971002  =   0.99970707
 TU0526
 TU0526:                Primary Azimuth Mark                     Grid Az
 TU0526:SPC HI 3     -  MEADOW GOLD AZ MK                        039 34 47.8
 TU0526:UTM  04      -  MEADOW GOLD AZ MK                        039 12 41.6
 TU0526
 TU0526|---------------------------------------------------------------------|
 TU0526| PID    Reference Object                     Distance      Geod. Az  |
 TU0526|                                                           dddmmss.s |
 TU0526| TU0525 MEADOW GOLD AZ MK                                  0393250.7 |
 TU0526| TU0527 MEADOW GOLD RM 1                     26.277 METERS 14341     |
 TU0526| TU0528 MEADOW GOLD RM 2                     27.844 METERS 27329     |
 TU0526|---------------------------------------------------------------------|
 TU0526
 TU0526                          SUPERSEDED SURVEY CONTROL
 TU0526
 TU0526  NAD 83(1986)-  21 36 55.36827(N)    158 05 17.91354(W) AD(       ) 1
 TU0526  OLD HI      -  21 37 06.79872(N)    158 05 27.82008(W) AD(       ) 1
 TU0526
 TU0526.Superseded values are not recommended for survey control.
 TU0526.NGS no longer adjusts projects to the OLD HI datum.
 TU0526.See file dsdata.txt to determine how the superseded data were derived.
 TU0526
 TU0526_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9436090534(NAD 83)
 TU0526_MARKER: DS = TRIANGULATION STATION DISK
 TU0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0526_STAMPING: MEADOW GOLD 1969
 TU0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0526+STABILITY: SURFACE MOTION
 TU0526
 TU0526  HISTORY     - Date     Condition        Report By
 TU0526  HISTORY     - 1969     MONUMENTED       CGS
 TU0526  HISTORY     - 1969     GOOD             CGS
 TU0526
 TU0526                          STATION DESCRIPTION
 TU0526
 TU0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0526'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF WAIMEA
 TU0526'BAY, AND 2 MILES NORTHEAST OF HALEIWA ON THE SOUTHEAST SIDE OF
 TU0526'STATE HIGHWAY 83 AT THE ENTRANCE TO THE MEADOW GOLD PARK.
 TU0526'
 TU0526'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83
 TU0526'AND 821 IN THE NORTH EDGE OF HALEIWA, GO NORTHEAST ON STATE
 TU0526'HIGHWAY 83 FOR 1.9 MILES TO THE STATION ON THE RIGHT.
 TU0526'
 TU0526'THE STATION MARK IS A STANDARD DISK, STAMPED MEADOW GOLD
 TU0526'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TU0526'IS FLUSH WITH THE GROUND SURFACE.  IT IS 88.5 FEET SOUTHWEST
 TU0526'OF THE CENTER OF THE ASPHALT ROAD LEADING INTO THE MEADOW
 TU0526'GOLD PARK, 44 FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 83
 TU0526'AND 15 FEET NORTHWEST OF A HEDGE.
 TU0526'
 TU0526'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MEADOW GOLD NO 1
 TU0526'1969, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 6
 TU0526'BY 8 FOOT CONCRETE STEP OF THE MEADOW GOLD PARK RESTROOM.  IT
 TU0526'IS 28 FEET SOUTHEAST OF THE CENTER OF A BLADED ROAD AND 22
 TU0526'FEET NORTHEAST OF THE CENTER OF A BLADED ROAD.
 TU0526'
 TU0526'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MEADOW GOLD NO
 TU0526'2 1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 TU0526'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 26 FEET NORTHWEST
 TU0526'OF THE CENTER OF THE HIGHWAY, 13 FEET NORTHEAST OF THE CENTER OF
 TU0526'A GRAVELED DRIVE, 13 FEET SOUTHWEST OF ANOTHER GRAVELED DRIVE
 TU0526'AND 1.5 FEET SOUTHWEST OF POWER POLE NUMBER 124.
 TU0526'
 TU0526'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MEADOW GOLD 1969,
 TU0526'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A BRIDGE
 TU0526'AND PROJECTS 6 INCHES ABOVE THE HIGHWAY SURFACE.  IT IS 13 FEET
 TU0526'NORTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTHEAST OF
 TU0526'THE SOUTHWEST END OF THE BRIDGE.
 TU0526'
 TU0526'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO HEDGE AND TREE
 TU0526'ON LINE.
 TU0526'
 TU0526'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 TU0526
 TU0526                          STATION RECOVERY (1969)
 TU0526
 TU0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0526'2.4 MI NE FROM HALEIWA.
 TU0526'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0526'HALEIWA, ALONG THE NORTHWEST SIDE OF A 3-FOOT-HIGH HEDGE AROUND THE
 TU0526'MEADOW GOLD FARM PARK, 43.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TU0526'HIGHWAY, 89.7 FEET SOUTHWEST OF A MEADOW GOLD FARM SIGN THAT IS IN THE
 TU0526'GRASSY MEDIAN OF AN ENTRANCE ROAD, 15.0 FEET NORTHWEST OF THE HEDGE,
 TU0526'86.2 FEET NORTH-NORTHWEST OF R.M. 1, 91.3 FEET EAST AND ACROSS THE
 TU0526'HIGHWAY FROM R.M. 2, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 TU0526'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0525 ***********************************************************************
 TU0525  DESIGNATION -  MEADOW GOLD AZ MK
 TU0525  PID         -  TU0525
 TU0525  STATE/COUNTY-  HI/HONOLULU
 TU0525  USGS QUAD   -  HALEIWA (1983)
 TU0525
 TU0525                         *CURRENT SURVEY CONTROL
 TU0525  ___________________________________________________________________
 TU0525* NAD 83(1986)-  21 37 03.     (N)    158 05 12.     (W)     SCALED    
 TU0525* LOCAL TIDAL -         5.134  (meters)      16.84   (feet)  ADJ UNCH  
 TU0525  ___________________________________________________________________
 TU0525  GEOID HEIGHT-          14.41  (meters)                     GEOID03
 TU0525
 TU0525  VERT ORDER  -  FIRST     CLASS II
 TU0525
 TU0525.The horizontal coordinates were scaled from a topographic map and have
 TU0525.an estimated accuracy of +/- 6 seconds.
 TU0525
 TU0525.The orthometric height was key entered from printed documents
 TU0525.and not key verified.
 TU0525
 TU0525.The geoid height was determined by GEOID03.
 TU0525
 TU0525;                    North         East    Units  Estimated Accuracy
 TU0525;SPC HI 3     -    49,920.      491,030.      MT  (+/- 180 meters Scaled)
 TU0525
 TU0525                          SUPERSEDED SURVEY CONTROL
 TU0525
 TU0525.No superseded survey control is available for this station.
 TU0525
 TU0525_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ945907(NAD 83)
 TU0525_MARKER: DZ = AZIMUTH MARK DISK
 TU0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0525_SP_SET: BRIDGE
 TU0525_STAMPING: MEADOW GOLD 1969
 TU0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0525
 TU0525  HISTORY     - Date     Condition        Report By
 TU0525  HISTORY     - 1969     MONUMENTED       CGS
 TU0525  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0525
 TU0525                          STATION DESCRIPTION
 TU0525
 TU0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0525'2.55 MI NE FROM HALEIWA.
 TU0525'2.55 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0525'HALEIWA, IN THE TOP AND 0.8 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 TU0525'NORTHWEST CONCRETE WALKWAY OF BRIDGE OVER LAUHULU STREAM, 13.0 FEET
 TU0525'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET NORTH OF THE SOUTH
 TU0525'CORNER OF THE WALK, 1.8 FEET SOUTHEAST OF THE NORTHWEST CONCRETE
 TU0525'BANISTER OF THE BRIDGE, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 TU0525
 TU0525                          STATION RECOVERY (2006)
 TU0525
 TU0525'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0525'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0527 ***********************************************************************
 TU0527  DESIGNATION -  MEADOW GOLD RM 1
 TU0527  PID         -  TU0527
 TU0527  STATE/COUNTY-  HI/HONOLULU
 TU0527  USGS QUAD   -  HALEIWA (1983)
 TU0527
 TU0527                         *CURRENT SURVEY CONTROL
 TU0527  ___________________________________________________________________
 TU0527* NAD 83(1986)-  21 36 55.     (N)    158 05 17.     (W)     SCALED    
 TU0527* LOCAL TIDAL -         3.789  (meters)      12.43   (feet)  ADJ UNCH  
 TU0527  ___________________________________________________________________
 TU0527  GEOID HEIGHT-          14.44  (meters)                     GEOID03
 TU0527
 TU0527  VERT ORDER  -  FIRST     CLASS II
 TU0527
 TU0527.The horizontal coordinates were scaled from a topographic map and have
 TU0527.an estimated accuracy of +/- 6 seconds.
 TU0527
 TU0527.The orthometric height was key entered from printed documents
 TU0527.and not key verified.
 TU0527
 TU0527.The geoid height was determined by GEOID03.
 TU0527
 TU0527;                    North         East    Units  Estimated Accuracy
 TU0527;SPC HI 3     -    49,670.      490,880.      MT  (+/- 180 meters Scaled)
 TU0527
 TU0527                          SUPERSEDED SURVEY CONTROL
 TU0527
 TU0527.No superseded survey control is available for this station.
 TU0527
 TU0527_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ943905(NAD 83)
 TU0527_MARKER: DR = REFERENCE MARK DISK
 TU0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0527_SP_SET: FOUNDATION
 TU0527_STAMPING: MEADOW GOLD NO 1 1969
 TU0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0527
 TU0527  HISTORY     - Date     Condition        Report By
 TU0527  HISTORY     - 1969     MONUMENTED       CGS
 TU0527
 TU0527                          STATION DESCRIPTION
 TU0527
 TU0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0527'2.4 MI NE FROM HALEIWA.
 TU0527'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0527'HALEIWA, IN THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION OF A WALK TO
 TU0527'THE ENTRANCE TO THE MENS REST ROOM IN THE MEADOW GOLD FARM PARK, 86.2
 TU0527'FEET SOUTH-SOUTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0528 ***********************************************************************
 TU0528  DESIGNATION -  MEADOW GOLD RM 2
 TU0528  PID         -  TU0528
 TU0528  STATE/COUNTY-  HI/HONOLULU
 TU0528  USGS QUAD   -  HALEIWA (1983)
 TU0528
 TU0528                         *CURRENT SURVEY CONTROL
 TU0528  ___________________________________________________________________
 TU0528* NAD 83(1986)-  21 36 55.     (N)    158 05 17.     (W)     SCALED    
 TU0528* LOCAL TIDAL -         4.803  (meters)      15.76   (feet)  ADJ UNCH  
 TU0528  ___________________________________________________________________
 TU0528  GEOID HEIGHT-          14.44  (meters)                     GEOID03
 TU0528
 TU0528  VERT ORDER  -  FIRST     CLASS II
 TU0528
 TU0528.The horizontal coordinates were scaled from a topographic map and have
 TU0528.an estimated accuracy of +/- 6 seconds.
 TU0528
 TU0528.The orthometric height was key entered from printed documents
 TU0528.and not key verified.
 TU0528
 TU0528.The geoid height was determined by GEOID03.
 TU0528
 TU0528;                    North         East    Units  Estimated Accuracy
 TU0528;SPC HI 3     -    49,670.      490,880.      MT  (+/- 180 meters Scaled)
 TU0528
 TU0528                          SUPERSEDED SURVEY CONTROL
 TU0528
 TU0528.No superseded survey control is available for this station.
 TU0528
 TU0528_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ943905(NAD 83)
 TU0528_MARKER: DR = REFERENCE MARK DISK
 TU0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0528_STAMPING: MEADOW GOLD NO 2 1969
 TU0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0528+STABILITY: SURFACE MOTION
 TU0528
 TU0528  HISTORY     - Date     Condition        Report By
 TU0528  HISTORY     - 1969     MONUMENTED       CGS
 TU0528
 TU0528                          STATION DESCRIPTION
 TU0528
 TU0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0528'2.4 MI NE FROM HALEIWA.
 TU0528'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0528'HALEIWA, 26.2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.8
 TU0528'FEET SOUTHWEST OF TELEPHONE POLE 124, 91.3 FEET WEST AND ACROSS THE
 TU0528'HIGHWAY FROM THE STATION, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY,
 TU0528'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0722 ***********************************************************************
 TU0722  DESIGNATION -  MERCURIAL BAROMETER
 TU0722  PID         -  TU0722
 TU0722  STATE/COUNTY-  HI/KAUAI
 TU0722  USGS QUAD   -  KEKAHA (1983)
 TU0722
 TU0722                         *CURRENT SURVEY CONTROL
 TU0722  ___________________________________________________________________
 TU0722* NAD 83(1986)-  22 01 31.     (N)    159 47 05.     (W)     SCALED    
 TU0722* LOCAL TIDAL -         6.123  (meters)      20.09   (feet)  ADJ UNCH  
 TU0722  ___________________________________________________________________
 TU0722  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0722
 TU0722  VERT ORDER  -  ?
 TU0722
 TU0722.The horizontal coordinates were scaled from a topographic map and have
 TU0722.an estimated accuracy of +/- 6 seconds.
 TU0722
 TU0722.The orthometric height was key entered from printed documents
 TU0722.and not key verified.
 TU0722
 TU0722.The geoid height was determined by GEOID03.
 TU0722
 TU0722;                    North         East    Units  Estimated Accuracy
 TU0722;SPC HI 4     -    21,280.      470,600.      MT  (+/- 180 meters Scaled)
 TU0722
 TU0722                          SUPERSEDED SURVEY CONTROL
 TU0722
 TU0722.No superseded survey control is available for this station.
 TU0722
 TU0722_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190358(NAD 83)
 TU0722_MARKER: R = RIVET
 TU0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0722_SP_SET: WALL
 TU0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0722
 TU0722  HISTORY     - Date     Condition        Report By
 TU0722  HISTORY     - UNK      MONUMENTED       CGS
 TU0722  HISTORY     - 1965     GOOD             NGS
 TU0722
 TU0722                          STATION DESCRIPTION
 TU0722
 TU0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0722'7.9 MI NW FROM KEKAHA.
 TU0722'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0722'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0722'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0722'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0722'THENCE 0.05 MILE SOUTH, LOCATED ON THE SOUTH WALL OF THE NORTH ROOM IN
 TU0722'TRAILER NO. R.D. SER. 107, WHICH IS PARKED ALONG THE WEST EDGE OF THE
 TU0722'INSTRUMENTATION VAN PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH8365 ***********************************************************************
 AH8365  DESIGNATION -  MESHERA
 AH8365  PID         -  AH8365
 AH8365  STATE/COUNTY-  HI/HAWAII
 AH8365  USGS QUAD   -  KA LAE (1982)
 AH8365
 AH8365                         *CURRENT SURVEY CONTROL
 AH8365  ___________________________________________________________________
 AH8365* NAD 83(1986)-  18 55 05.20296(N)    155 41 02.32671(W)     ADJUSTED  
 AH8365* LOCAL TIDAL -        30.8    (meters)     101.     (feet)  VERT ANG  
 AH8365  ___________________________________________________________________
 AH8365  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AH8365  GEOID HEIGHT-          14.33  (meters)                     GEOID03
 AH8365
 AH8365  HORZ ORDER  -  THIRD
 AH8365
 AH8365.The horizontal coordinates were established by classical geodetic methods
 AH8365.and adjusted by the National Geodetic Survey in August 2000..
 AH8365
 AH8365.The orthometric height was determined by vertical angle observations.
 AH8365
 AH8365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8365
 AH8365.The geoid height was determined by GEOID03.
 AH8365
 AH8365;                    North         East     Units Scale Factor Converg.
 AH8365;SPC HI 1     -     9,393.969   480,619.577   MT  0.99997131   -0 03 34.7
 AH8365;UTM  05      - 2,093,914.714   217,291.315   MT  1.00058812   -0 52 14.8
 AH8365
 AH8365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8365!SPC HI 1     -   0.99999290  x   0.99997131  =   0.99996421
 AH8365!UTM  05      -   0.99999290  x   1.00058812  =   1.00058102
 AH8365
 AH8365                          SUPERSEDED SURVEY CONTROL
 AH8365
 AH8365.No superseded survey control is available for this station.
 AH8365
 AH8365_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1729193915(NAD 83)
 AH8365_MARKER: DD = SURVEY DISK
 AH8365_SETTING: 66 = SET IN ROCK OUTCROP
 AH8365_STAMPING: MESHERA 1979
 AH8365_MARK LOGO: NOS   
 AH8365_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8365+STABILITY: POSITION/ELEVATION WELL
 AH8365
 AH8365  HISTORY     - Date     Condition        Report By
 AH8365  HISTORY     - 1979     MONUMENTED       NOS
 AH8365
 AH8365                          STATION DESCRIPTION
 AH8365
 AH8365'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (WLM)
 AH8365'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTH OF SOUTH POINT ON THE
 AH8365'ISLAND OF HAWAII ON A LAVA CLIFF ABOVE THE WESTERN SHORE. TO REACH
 AH8365'FROM THE POST OFFICE IN NAALEHU, GO WEST ON STATE HWY 11 FOR 5.0 MI
 AH8365'(8.0 KM) TO THE SOUTH POINT ROAD.  TURN LEFT ON THE SOUTH POINT ROAD
 AH8365'AND FOLLOW THE NARROW WINDING ROAD SOUTH FOR 10.4 MI (16.7 KM) TO A
 AH8365'FORK ABOUT 1 MI (1.6 KM) NORTH OF THE SOUTH POINT LIGHT. TURN RIGHT AT
 AH8365'FORK AND CONTINUE FOR ABOUT 0.25 MI (0.40 KM) TO A BLOCKED ROAD ON THE
 AH8365'RIGHT.  TURN RIGHT AND THEN IMMEDIATLY LEFT ONTO A DIM TRACK ROAD THAT
 AH8365'FOLLOWS THE CREST OF THE CLIFF ABOVE THE BEACH.  FOLLOW THE TRACK ROAD
 AH8365'FOR ABOUT 0.25 MI (0.40 KM) TO THE THIRD SMALL POINT OF LAND TO
 AH8365'WESTWARD ALONG THE CLIFF AND THE STATION. STATION IS SET IN A DRILL
 AH8365'HOLE IN LAVA BEDROCK ABOUT 5 FT (1.5 M) EAST OF A 40 FT (12.2 M) CLIFF
 AH8365'ALONG THE WESTERN SHORE OF SOUTH POINT. REFERENCE MARK 1 IS A STANDARD
 AH8365'DISK STAMPED---MESHERA 1979 RM1---SET IN A DRILL HOLE IN LAVA BEDROCK,
 AH8365'12.86 M (42.19 FT) NORTHEAST OF THE STATION. REFERENCE MARK 2 IS A
 AH8365'STANDARD DISK STAMPED---MESHERA 1979 RM2---SET IN A DRILL HOLE IN LAVA
 AH8365'BEDROCK 9.183 M (30.128 FT) NORTH OF STATION.  DISTANCES ARE SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1413 ***********************************************************************
 TU1413  DESIGNATION -  MID P
 TU1413  PID         -  TU1413
 TU1413  STATE/COUNTY-  HI/HONOLULU
 TU1413  USGS QUAD   -  PEARL HARBOR (1983)
 TU1413
 TU1413                         *CURRENT SURVEY CONTROL
 TU1413  ___________________________________________________________________
 TU1413* NAD 83(1993)-  21 21 18.76579(N)    157 57 03.42532(W)     ADJUSTED  
 TU1413* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1413  ___________________________________________________________________
 TU1413  EPOCH DATE  -        1993.62
 TU1413  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 TU1413  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1413
 TU1413  HORZ ORDER  -  SECOND
 TU1413
 TU1413.The horizontal coordinates were established by classical geodetic methods
 TU1413.and adjusted by the National Geodetic Survey in December 1998..
 TU1413.The horizontal coordinates are valid at the epoch date displayed above.
 TU1413.The epoch date for horizontal control is a decimal equivalence
 TU1413.of Year/Month/Day.
 TU1413
 TU1413.The orthometric height was scaled from a topographic map.
 TU1413
 TU1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1413
 TU1413.The geoid height was determined by GEOID03.
 TU1413
 TU1413;                    North         East     Units Scale Factor Converg.
 TU1413;SPC HI 3     -    20,876.485   505,087.381   MT  0.99999032   +0 01 04.3
 TU1413;UTM  04      - 2,361,823.460   608,770.830   MT  0.99974620   +0 22 55.4
 TU1413
 TU1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1413!SPC HI 3     -   0.99999739  x   0.99999032  =   0.99998771
 TU1413!UTM  04      -   0.99999739  x   0.99974620  =   0.99974359
 TU1413
 TU1413:                Primary Azimuth Mark                     Grid Az
 TU1413:SPC HI 3     -  SALT LAKE RESET                          078 31 49.1
 TU1413:UTM  04      -  SALT LAKE RESET                          078 09 58.0
 TU1413
 TU1413|---------------------------------------------------------------------|
 TU1413| PID    Reference Object                     Distance      Geod. Az  |
 TU1413|                                                           dddmmss.s |
 TU1413| TU1392 SALT LAKE RESET                     APPROX. 4.5 KM 0783253.4 |
 TU1413| TU1412 Y 2                                 429.679 METERS 0844345.1 |
 TU1413| CJ8850 MID P RM 1                            7.328 METERS 14438     |
 TU1413| TU1415 TEN                                 396.375 METERS 29809     |
 TU1413| CJ8851 MID P RM 2                            6.423 METERS 30432     |
 TU1413|---------------------------------------------------------------------|
 TU1413
 TU1413                          SUPERSEDED SURVEY CONTROL
 TU1413
 TU1413  NAD 83(1986)-  21 21 18.71499(N)    157 57 03.43523(W) AD(       ) 2
 TU1413  OLD HI      -  21 21 30.08800(N)    157 57 13.31400(W) AD(       ) 2
 TU1413
 TU1413.Superseded values are not recommended for survey control.
 TU1413.NGS no longer adjusts projects to the OLD HI datum.
 TU1413.See file dsdata.txt to determine how the superseded data were derived.
 TU1413
 TU1413_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0877161823(NAD 83)
 TU1413_MARKER: Z = SEE DESCRIPTION
 TU1413_SETTING: 0 = UNSPECIFIED SETTING
 TU1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1413+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 TU1413
 TU1413  HISTORY     - Date     Condition        Report By
 TU1413  HISTORY     - 1960     MONUMENTED       USN
 TU1413  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1413  HISTORY     - 20030708 GOOD             GEOCAC
 TU1413
 TU1413                          STATION DESCRIPTION
 TU1413
 TU1413'DESCRIBED BY US NAVY 1960 (WRP)
 TU1413'STATION IS LOCATED IN THE PEARL HARBOR SHIPYARD, NEAR THE NORTHEAST
 TU1413'END OF BIRTH 17.
 TU1413'
 TU1413'THE STATION MARK IS A UNITED STATES NAVY BRONZE DISK, STAMPED
 TU1413'MID P, CEMENTED IN A DRILL HOLE IN CONCRETE.  IT IS 20 FEET
 TU1413'NORTHWEST OF THE SOUTHEAST CORNER OF THE PIER.
 TU1413'
 TU1413'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MID P USN NO 1
 TU1413'1960, CEMENTED IN A DRILL HOLE IN CONCRETE.  IT IS 12 FEET SOUTHWEST
 TU1413'OF THE NORTHEAST CORNER OF THE PIER.
 TU1413'
 TU1413'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MID P USN NO 2 1960,
 TU1413'CEMENTED IN A DRILL HOLE IN CONCRETE.  IT IS 41 FEET NORTHWEST OF
 TU1413'THE SOUTHEAST CORNER OF THE PIER.
 TU1413
 TU1413                          STATION RECOVERY (1964)
 TU1413
 TU1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1413'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 TU1413'DESCRIBED.
 TU1413
 TU1413                          STATION RECOVERY (2003)
 TU1413
 TU1413'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3385 ***********************************************************************
 TU3385  DESIGNATION -  MIDDLE HILL
 TU3385  PID         -  TU3385
 TU3385  STATE/COUNTY-  HI/MAUI
 TU3385  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3385
 TU3385                         *CURRENT SURVEY CONTROL
 TU3385  ___________________________________________________________________
 TU3385* NAD 83(1993)-  21 08 59.74234(N)    157 03 04.74332(W)     ADJUSTED  
 TU3385* LOCAL TIDAL -       310.     (meters)    1017.     (feet)  GPS OBS   
 TU3385  ___________________________________________________________________
 TU3385  EPOCH DATE  -        1993.62
 TU3385  X           -  -5,480,373.341 (meters)                     COMP
 TU3385  Y           -  -2,320,489.692 (meters)                     COMP
 TU3385  Z           -   2,287,002.097 (meters)                     COMP
 TU3385  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 TU3385  ELLIP HEIGHT-         326.08  (meters)          (11/30/94) GPS OBS
 TU3385  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU3385
 TU3385  HORZ ORDER  -  FIRST
 TU3385  ELLP ORDER  -  FIFTH     CLASS I
 TU3385
 TU3385.The horizontal coordinates were established by GPS observations
 TU3385.and adjusted by the National Geodetic Survey in November 1994..
 TU3385.No horizontal observational check was made to the station.
 TU3385.The horizontal coordinates are valid at the epoch date displayed above.
 TU3385.The epoch date for horizontal control is a decimal equivalence
 TU3385.of Year/Month/Day.
 TU3385
 TU3385.The orthometric height was determined by GPS observations and a
 TU3385.high-resolution geoid model.
 TU3385.No vertical observational check was made to the station.
 TU3385
 TU3385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3385
 TU3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3385
 TU3385.The ellipsoidal height was determined by GPS observations
 TU3385.and is referenced to NAD 83.
 TU3385
 TU3385.The geoid height was determined by GEOID03.
 TU3385
 TU3385;                    North         East     Units Scale Factor Converg.
 TU3385;SPC HI 2     -    90,453.638   460,048.871   MT  0.99998638   -0 08 19.6
 TU3385;UTM  04      - 2,339,982.675   702,350.369   MT  1.00010601   +0 42 12.0
 TU3385
 TU3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3385!SPC HI 2     -   0.99994875  x   0.99998638  =   0.99993513
 TU3385!UTM  04      -   0.99994875  x   1.00010601  =   1.00005476
 TU3385
 TU3385:                Primary Azimuth Mark                     Grid Az
 TU3385:SPC HI 2     -  PUU LUAHINE                              119 53 35.7
 TU3385:UTM  04      -  PUU LUAHINE                              119 03 04.1
 TU3385
 TU3385|---------------------------------------------------------------------|
 TU3385| PID    Reference Object                     Distance      Geod. Az  |
 TU3385|                                                           dddmmss.s |
 TU3385| TU3393 PUU LUAHINE                         APPROX. 4.6 KM 1194516.1 |
 TU3385| TU3402 KAUNAKAKAI HARBOR ENT RNG R LT      APPROX. 7.3 KM 1565953.8 |
 TU3385| TU3403 KAUNAKAKAI HARBOR ENT RNG F LT      APPROX. 7.4 KM 1581041.6 |
 TU3385| TU3406 BILL                                APPROX. 7.1 KM 1593150.9 |
 TU3385| TU3404 E                                   APPROX. 7.8 KM 1594229.6 |
 TU3385| TU3405 D                                   APPROX. 7.8 KM 1604508.1 |
 TU3385| TU3414 ROCK                                APPROX. 5.2 KM 1975402.5 |
 TU3385| TU3417 BLACK                               APPROX. 6.0 KM 2085828.3 |
 TU3385| TU3434 WAIAHEWAHEWA AERO BCN RED LT        APPROX. 7.6 KM 2585016.4 |
 TU3385|---------------------------------------------------------------------|
 TU3385
 TU3385                          SUPERSEDED SURVEY CONTROL
 TU3385
 TU3385  NAD 83(1986)-  21 08 59.69883(N)    157 03 04.69290(W) AD(       ) 3
 TU3385  OLD HI      -  21 09 11.16100(N)    157 03 14.82800(W) AD(       ) 3
 TU3385
 TU3385.Superseded values are not recommended for survey control.
 TU3385.NGS no longer adjusts projects to the OLD HI datum.
 TU3385.See file dsdata.txt to determine how the superseded data were derived.
 TU3385
 TU3385_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0235039983(NAD 83)
 TU3385_MARKER: DD = SURVEY DISK
 TU3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3385_SP_SET: CONCRETE POST
 TU3385_MARK LOGO: HITS  
 TU3385_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3385+STABILITY: SURFACE MOTION
 TU3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3385+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TU3385
 TU3385  HISTORY     - Date     Condition        Report By
 TU3385  HISTORY     - UNK      MONUMENTED
 TU3385  HISTORY     - 1915     SEE DESCRIPTION  CGS
 TU3385  HISTORY     - 1930     SEE DESCRIPTION  HITS
 TU3385  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3385  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3385  HISTORY     - 1986     GOOD
 TU3385  HISTORY     - 19930807 GOOD             NOS
 TU3385
 TU3385                          STATION DESCRIPTION
 TU3385
 TU3385'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (ERH)
 TU3385'IN CENTRAL MOLOKAI, ON A PROMINENT SYMMETRICAL HILL IN THE
 TU3385'GREAT SADDLE OF MOLOKAI, BETWEEN MAUNA LOA AT THE WEST END OF
 TU3385'ISLAND AND THE MOUNTAINS AT THE EAST END.  STATION IS ABOUT
 TU3385'MIDWAY BETWEEN THE NORTH AND SOUTH COASTS.  ORIGINALLY MARKED
 TU3385'BY A COPPER TRIANGLE BURIED UNDER REDWOOD POST AND CAIRN OF
 TU3385'STONES.  THREE REFERENCE MARKS WERE MADE ON ROCKS, EACH 6 FEET
 TU3385'FROM THE STATION, AND BEARING, RESPECTIVELY, NORTH, S. 60 DEG
 TU3385'W., AND S. 60 DEG E. FROM THE STATION.  (NOT VISITED IN 1915,
 TU3385'BUT ABOVE TAKEN FROM 1915 RECORD.
 TU3385
 TU3385                          STATION RECOVERY (1930)
 TU3385
 TU3385'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1930
 TU3385'STATION IS IN LAND OF NAIWA, MOLOKAI, ON A VERY PROMINENT HILL
 TU3385'CALLED KUALAPUU.
 TU3385'
 TU3385'FOUND ORIGINAL SUBSURFACE MARK, A SOLID BRASS TRIANGLE, 1/4
 TU3385'IN. THICK, SIDES 5 IN. LONG, WHICH HAD BEEN BROKEN BY SOME
 TU3385'SUBSEQUENT SURVEYOR IN DRIVING A 1-1/4-IN. PIPE, STRIKING
 TU3385'ALMOST THE CENTER OF IT.  WITNESS STONES ALL MISSING, BUT
 TU3385'CORRECTNESS OF LOCATION UNQUESTIONED.  HAVE USED IT MANY TIMES.
 TU3385'
 TU3385'BUILT CONCRETE MONUMENT, 10- BY 10-IN., 18 IN. BELOW SURFACE OF
 TU3385'GROUND, WITH HAWAII TERRITORY SURVEY BRONZE DISK AT ABOUT GROUND
 TU3385'LEVEL, AND TYPE B1 SUPERSTRUCTURE WITH EDGES EXTENDING 1
 TU3385'FT. BELOW GROUND LEVEL AND 1 FT. THICK ALL AROUND.
 TU3385'
 TU3385'THIS IS A VERY IMPORTANT AND VISIBLE STATION FOR ALL OF
 TU3385'CENTRAL MOLOKAI.
 TU3385
 TU3385                          STATION RECOVERY (1962)
 TU3385
 TU3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3385'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDTION.  A
 TU3385'COMPLETE DESCRIPTION FOLLOWS--
 TU3385'
 TU3385'STATION IS LOCATED, AIRLINE, ABOUT 4-1/2 MILES NORTHWEST OF
 TU3385'KAUNAKAKAI, 1 MILE WEST-SOUTHWEST OF THE VILLAGE OF KUALAPUU,
 TU3385'AND 3 MILES EAST OF THE MOLOKAI AIRPORT, ON THE SUMMIT OF A
 TU3385'PROMINENT, GRASSY HILL OF 1017 FEET ELEVATION AND KNOWN AS
 TU3385'KUALAPUU.  IT IS SURROUNDED BY PINEAPPLE FIELDS.
 TU3385'
 TU3385'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46
 TU3385'JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON
 TU3385'STATE HIGHWAY 46 FOR 4.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 TU3385'47 BY HOLOMUA SCHOOL ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST
 TU3385'ON STATE HIGHWAY 47 FOR 0.9 MILE TO A GRADED SIDE ROAD LEFT AT
 TU3385'A POWER LINE.  TURN LEFT AND FOLLOW ROAD NORTHWEST ALONG POWER
 TU3385'LINE FOR 0.45 MILE TO FORK.  TAKE RIGHT FORK, LEAVING POWER
 TU3385'LINE, AND FOLLOW ROAD AROUND RIGHT SIDE OF HILL AND ALONG EDGE
 TU3385'OF PINEAPPLE FIELDS FOR 0.55 MILE TO DIM LEFT FORK, WHERE
 TU3385'MAIN ROAD MAKES A JOG LEFT THEN RIGHT.  TAKE DIM LEFT FORK
 TU3385'SOUTHWEST AND SOUTH UP AROUND SIDE OF HILL FOR 0.3 MILE TO
 TU3385'TOP AND STATION.  SIDE OF HILL FOR 0.3 MILE TO TOP AND
 TU3385'STATION.
 TU3385'
 TU3385'STATION MARK IS A HAWAII TERRITORIAL SURVEY BRONZE DISK, UNSTAMPED,
 TU3385'SET IN THE TOP OF A CONCRETE MONUMENT ABOUT 6 INCHES BELOW
 TU3385'GROUND SURFACE.
 TU3385'
 TU3385'THE HAWAII TERRITORIAL SURVEY HAS CONSTRUCTED A TYPE B-1
 TU3385'SUPERSTRUCTURE OVER THE MARK.  THIS CONSISTS OF A 6-FOOT-SQUARE
 TU3385'CONCRETE PLATFORM FLUSH WITH THE GROUND AND EXTENDING ABOUT 1
 TU3385'FOOT BELOW GROUND LEVEL.  IN THE CENTER OF THE PLATFORM THERE
 TU3385'IS A CONCRETE PEDESTAL, WITH 2-1/2-INCH IRON PIPE IN CENTER,
 TU3385'PROJECTING 2 FEET ABOVE THE PLATFORM.  THIS PIPE ALLOWS AN
 TU3385'INSTRUMENT TO BE PLUMBED OVER THE MARK AND ALSO SERVES AS A
 TU3385'SOCKET TO SUPPORT A REMOVABLE, RED-AND-WHITE, METAL TARGET
 TU3385'WHICH EXTENDS ABOUT 8 FEET ABOVE THE PLATFORM.  ACCESS TO THE
 TU3385'MARK IS GAINED BY A SMALL DEPRESSION, OR TUNNEL, WHICH RUNS
 TU3385'NORTH AND SOUTH UNDER THE PEDESTAL.
 TU3385'
 TU3385'STATION PUU LUAHINE 1925 WILL SERVE AS THE AZIMUTH MARK.
 TU3385
 TU3385                          STATION RECOVERY (1964)
 TU3385
 TU3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3385'STATION WAS RECOVERED AS DESCRIBED.
 TU3385
 TU3385                          STATION RECOVERY (1986)
 TU3385
 TU3385'RECOVERED 1986
 TU3385'RECOVERED IN GOOD CONDITION.
 TU3385
 TU3385                          STATION RECOVERY (1993)
 TU3385
 TU3385'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3385'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1021 ***********************************************************************
 TU1021  DESIGNATION -  MILITRES 1926
 TU1021  PID         -  TU1021
 TU1021  STATE/COUNTY-  HI/HONOLULU
 TU1021  USGS QUAD   -  KOKO HEAD (1983)
 TU1021
 TU1021                         *CURRENT SURVEY CONTROL
 TU1021  ___________________________________________________________________
 TU1021* NAD 83(1993)-  21 20 38.53460(N)    157 42 06.63061(W)     ADJUSTED  
 TU1021* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1021  ___________________________________________________________________
 TU1021  EPOCH DATE  -        1993.62
 TU1021  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 TU1021  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1021
 TU1021  HORZ ORDER  -  THIRD
 TU1021
 TU1021.The horizontal coordinates were established by classical geodetic methods
 TU1021.and adjusted by the National Geodetic Survey in December 1998..
 TU1021.The horizontal coordinates are valid at the epoch date displayed above.
 TU1021.The epoch date for horizontal control is a decimal equivalence
 TU1021.of Year/Month/Day.
 TU1021
 TU1021.The orthometric height was scaled from a topographic map.
 TU1021
 TU1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1021
 TU1021.The geoid height was determined by GEOID03.
 TU1021
 TU1021;                    North         East     Units Scale Factor Converg.
 TU1021;SPC HI 3     -    19,667.644   530,927.826   MT  1.00000181   +0 06 30.7
 TU1021;UTM  04      - 2,360,779.077   634,612.981   MT  0.99982392   +0 28 21.2
 TU1021
 TU1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1021!SPC HI 3     -   0.99999723  x   1.00000181  =   0.99999904
 TU1021!UTM  04      -   0.99999723  x   0.99982392  =   0.99982115
 TU1021
 TU1021                          SUPERSEDED SURVEY CONTROL
 TU1021
 TU1021  NAD 83(1986)-  21 20 38.48408(N)    157 42 06.63802(W) AD(       ) 3
 TU1021  OLD HI      -  21 20 49.89700(N)    157 42 16.52000(W) AD(       ) 3
 TU1021
 TU1021.Superseded values are not recommended for survey control.
 TU1021.NGS no longer adjusts projects to the OLD HI datum.
 TU1021.See file dsdata.txt to determine how the superseded data were derived.
 TU1021
 TU1021_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3461360779(NAD 83)
 TU1021
 TU1021  HISTORY     - Date     Condition        Report By
 TU1021  HISTORY     - 1926     MONUMENTED       CGS
 TU1021  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1021  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1021
 TU1021                          STATION DESCRIPTION
 TU1021
 TU1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1021'ON SOUTHEAST COAST OF OAHU, ON THE SHORE OF WAIMANALO BAY, IN
 TU1021'THE WAIMANALO MILITARY RESERVATION, 5 METERS FROM HIGH-WATER
 TU1021'MARK, 320 METERS NORTH OF THE RESERVATION FENCE WHERE IT CUTS
 TU1021'THE SHORE, WHICH IS ABOUT 1 MILE NORTHEAST OF WAIMANALO
 TU1021'LANDING.  BECAUSE OF THE SHIFTING SAND A SPECIAL TYPE OF MARK
 TU1021'WAS PLACED CONSISTING OF A 7-FOOT PYRAMID (TRUNCATED) OF
 TU1021'CONCRETE CAST IN PLACE, ABOUT 18 INCHES SQUARE AT BASE AND 6
 TU1021'INCHES SQUARE AT TOP, WHICH PROJECTS 1 FOOT.  THROUGHOUT
 TU1021'THE ENTIRE LENGTH OF THE MONUMENT, MARKING THE CENTER, IS A
 TU1021'1-INCH IRON BAR.
 TU1021
 TU1021                          STATION RECOVERY (1933)
 TU1021
 TU1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1021'RECOVERED IN POOR CONDITION.  THE POST WAS FOUND LEANING
 TU1021'OVER.  TOP ABOUT 2 FEET OUT OF PLUMB.  SUITABLE ONLY FOR
 TU1021'TOPOGRAPHIC OR HYDROGRAPHIC STATION.
 TU1021
 TU1021                          STATION RECOVERY (1963)
 TU1021
 TU1021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1021'STATION WAS SEARCHED FOR BUT NOT FOUND.  ACCORDING TO THE OLD
 TU1021'MEASUREMENT FROM THE SOUTH BOUNDARY FENCE THE LOCATION OF THE
 TU1021'STATION IS NEAR A LIFEGUARD STATION ALONG THE SAND BEACH JUST
 TU1021'EAST OF A ROW OF BEACH CABINS ON BELLOWS AIR FORCE BASE RECREATION
 TU1021'AREA.  IT IS BELIEVED THAT THE STATION HAS BEEN DESTROYED BY
 TU1021'EROSION DUE TO HIGH WAVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3015 ***********************************************************************
 TU3015  DESIGNATION -  MILL
 TU3015  PID         -  TU3015
 TU3015  STATE/COUNTY-  HI/MAUI
 TU3015  USGS QUAD   -  WAILUKU (1997)
 TU3015
 TU3015                         *CURRENT SURVEY CONTROL
 TU3015  ___________________________________________________________________
 TU3015* NAD 83(1993)-  20 53 39.18515(N)    156 27 55.51973(W)     ADJUSTED  
 TU3015* LOCAL TIDAL -                                                        
 TU3015  ___________________________________________________________________
 TU3015  EPOCH DATE  -        1993.62
 TU3015  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 TU3015  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3015
 TU3015  HORZ ORDER  -  THIRD
 TU3015
 TU3015.The horizontal coordinates were established by classical geodetic methods
 TU3015.and adjusted by the National Geodetic Survey in December 1998..
 TU3015.The horizontal coordinates are valid at the epoch date displayed above.
 TU3015.The epoch date for horizontal control is a decimal equivalence
 TU3015.of Year/Month/Day.
 TU3015
 TU3015
 TU3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3015
 TU3015.The geoid height was determined by GEOID03.
 TU3015
 TU3015;                    North         East     Units Scale Factor Converg.
 TU3015;SPC HI 2     -    62,107.748   520,937.514   MT  0.99997208   +0 04 18.4
 TU3015;UTM  04      - 2,312,521.373   763,665.374   MT  1.00045921   +0 54 16.1
 TU3015
 TU3015                          SUPERSEDED SURVEY CONTROL
 TU3015
 TU3015  NAD 83(1986)-  20 53 39.14523(N)    156 27 55.50628(W) AD(       ) 4
 TU3015  OLD HI      -  20 53 50.64900(N)    156 28 05.68500(W) AD(       ) 3
 TU3015
 TU3015.Superseded values are not recommended for survey control.
 TU3015.NGS no longer adjusts projects to the OLD HI datum.
 TU3015.See file dsdata.txt to determine how the superseded data were derived.
 TU3015
 TU3015_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6366512521(NAD 83)
 TU3015
 TU3015  HISTORY     - Date     Condition        Report By
 TU3015  HISTORY     - UNK      MONUMENTED
 TU3015  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3015
 TU3015                          STATION DESCRIPTION
 TU3015
 TU3015'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3015'THIS STATION NO LONGER EXISTS.  THE GROUND HAS BEEN CLEARED AND
 TU3015'RAILROAD TRACKS BUILT THRU.
 TU3015'
 TU3015'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1367 ***********************************************************************
 TU1367  DESIGNATION -  MILL CHIMNEY
 TU1367  PID         -  TU1367
 TU1367  STATE/COUNTY-  HI/HONOLULU
 TU1367  USGS QUAD   -  HONOLULU (1983)
 TU1367
 TU1367                         *CURRENT SURVEY CONTROL
 TU1367  ___________________________________________________________________
 TU1367* NAD 83(1993)-  21 20 12.12820(N)    157 53 04.17465(W)     ADJUSTED  
 TU1367* LOCAL TIDAL -                                                        
 TU1367  ___________________________________________________________________
 TU1367  EPOCH DATE  -        1993.62
 TU1367  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 TU1367  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU1367
 TU1367  HORZ ORDER  -  THIRD
 TU1367
 TU1367.The horizontal coordinates were established by classical geodetic methods
 TU1367.and adjusted by the National Geodetic Survey in December 1998..
 TU1367.The horizontal coordinates are valid at the epoch date displayed above.
 TU1367.The epoch date for horizontal control is a decimal equivalence
 TU1367.of Year/Month/Day.
 TU1367
 TU1367
 TU1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1367
 TU1367.The geoid height was determined by GEOID03.
 TU1367
 TU1367;                    North         East     Units Scale Factor Converg.
 TU1367;SPC HI 3     -    18,830.603   511,982.061   MT  0.99999177   +0 02 31.3
 TU1367;UTM  04      - 2,359,821.896   615,676.744   MT  0.99976535   +0 24 21.3
 TU1367
 TU1367                          SUPERSEDED SURVEY CONTROL
 TU1367
 TU1367  NAD 83(1986)-  21 20 12.07860(N)    157 53 04.18577(W) AD(       ) 4
 TU1367  OLD HI      -  21 20 23.44900(N)    157 53 14.03100(W) AD(       ) 3
 TU1367
 TU1367.Superseded values are not recommended for survey control.
 TU1367.NGS no longer adjusts projects to the OLD HI datum.
 TU1367.See file dsdata.txt to determine how the superseded data were derived.
 TU1367
 TU1367_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1567759822(NAD 83)
 TU1367
 TU1367  HISTORY     - Date     Condition        Report By
 TU1367  HISTORY     - UNK      MONUMENTED
 TU1367  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1367  HISTORY     - 19951019 MARK NOT FOUND   USPSQD
 TU1367  HISTORY     - 19990928 MARK NOT FOUND   USPSQD
 TU1367
 TU1367                          STATION DESCRIPTION
 TU1367
 TU1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1367'STATION IS GONE.
 TU1367
 TU1367                          STATION RECOVERY (1995)
 TU1367
 TU1367'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1367'MARK NOT FOUND.
 TU1367
 TU1367                          STATION RECOVERY (1999)
 TU1367
 TU1367'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2009 ***********************************************************************
 TU2009  DESIGNATION -  MILO
 TU2009  PID         -  TU2009
 TU2009  STATE/COUNTY-  HI/KAUAI
 TU2009  USGS QUAD   -  MAKAHA POINT (1983)
 TU2009
 TU2009                         *CURRENT SURVEY CONTROL
 TU2009  ___________________________________________________________________
 TU2009* NAD 83(1993)-  22 08 06.47473(N)    159 43 43.19149(W)     ADJUSTED  
 TU2009* LOCAL TIDAL -                                                        
 TU2009  ___________________________________________________________________
 TU2009  EPOCH DATE  -        1993.62
 TU2009  LAPLACE CORR-           9.06  (seconds)                    DEFLEC99
 TU2009  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU2009
 TU2009  HORZ ORDER  -  THIRD
 TU2009
 TU2009.The horizontal coordinates were established by classical geodetic methods
 TU2009.and adjusted by the National Geodetic Survey in December 1998..
 TU2009.The horizontal coordinates are valid at the epoch date displayed above.
 TU2009.The epoch date for horizontal control is a decimal equivalence
 TU2009.of Year/Month/Day.
 TU2009
 TU2009
 TU2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2009
 TU2009.The geoid height was determined by GEOID03.
 TU2009
 TU2009;                    North         East     Units Scale Factor Converg.
 TU2009;SPC HI 4     -    33,435.573   476,410.259   MT  0.99999687   -0 05 10.2
 TU2009;UTM  04      - 2,447,964.330   424,856.661   MT  0.99966976   -0 16 28.4
 TU2009
 TU2009                          SUPERSEDED SURVEY CONTROL
 TU2009
 TU2009  NAD 83(1986)-  22 08 06.44196(N)    159 43 43.21593(W) AD(       ) 4
 TU2009  OLD HI      -  22 08 17.74000(N)    159 43 53.28400(W) AD(       ) 3
 TU2009
 TU2009.Superseded values are not recommended for survey control.
 TU2009.NGS no longer adjusts projects to the OLD HI datum.
 TU2009.See file dsdata.txt to determine how the superseded data were derived.
 TU2009
 TU2009_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2485747964(NAD 83)
 TU2009
 TU2009  HISTORY     - Date     Condition        Report By
 TU2009  HISTORY     - UNK      MONUMENTED
 TU2009  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2009
 TU2009                          STATION DESCRIPTION
 TU2009
 TU2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2009'NO OLD MARK OR SIGNAL COULD BE FOUND.  THERE IS NOW A NAVAL
 TU2009'INSTALLATION OUT ON THIS POINT AND CONSIDERABLE GRADING AND
 TU2009'CONSTRUCTION HAS BEEN DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2480 ***********************************************************************
 TU2480  DESIGNATION -  MILOLII 1884
 TU2480  PID         -  TU2480
 TU2480  STATE/COUNTY-  HI/HAWAII
 TU2480  USGS QUAD   -  MILOLII (1996)
 TU2480
 TU2480                         *CURRENT SURVEY CONTROL
 TU2480  ___________________________________________________________________
 TU2480* NAD 83(1993)-  19 11 11.10254(N)    155 53 12.18242(W)     ADJUSTED  
 TU2480* LOCAL TIDAL -       284.0    (meters)     932.     (feet)  VERT ANG  
 TU2480  ___________________________________________________________________
 TU2480  EPOCH DATE  -        1993.62
 TU2480  LAPLACE CORR-          21.44  (seconds)                    DEFLEC99
 TU2480  GEOID HEIGHT-          17.92  (meters)                     GEOID03
 TU2480
 TU2480  HORZ ORDER  -  THIRD
 TU2480
 TU2480.The horizontal coordinates were established by classical geodetic methods
 TU2480.and adjusted by the National Geodetic Survey in December 1998..
 TU2480.The horizontal coordinates are valid at the epoch date displayed above.
 TU2480.The epoch date for horizontal control is a decimal equivalence
 TU2480.of Year/Month/Day.
 TU2480
 TU2480.The orthometric height was determined by vertical angle observations.
 TU2480
 TU2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2480
 TU2480.The geoid height was determined by GEOID03.
 TU2480
 TU2480;                    North         East     Units Scale Factor Converg.
 TU2480;SPC HI 1     -    39,127.452   459,328.425   MT  0.99998711   -0 07 37.5
 TU2480;UTM  05      - 2,123,969.226   196,411.866   MT  1.00073946   -0 56 57.9
 TU2480
 TU2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2480!SPC HI 1     -   0.99995254  x   0.99998711  =   0.99993965
 TU2480!UTM  05      -   0.99995254  x   1.00073946  =   1.00069197
 TU2480
 TU2480:                Primary Azimuth Mark                     Grid Az
 TU2480:SPC HI 1     -  KAPUKAWAA RESET                          272 50 48.7
 TU2480:UTM  05      -  KAPUKAWAA RESET                          273 40 09.1
 TU2480
 TU2480|---------------------------------------------------------------------|
 TU2480| PID    Reference Object                     Distance      Geod. Az  |
 TU2480|                                                           dddmmss.s |
 TU2480| TU2483 KAPUKAWAA RESET                     APPROX. 2.2 KM 2724311.2 |
 TU2480|---------------------------------------------------------------------|
 TU2480
 TU2480                          SUPERSEDED SURVEY CONTROL
 TU2480
 TU2480  NAD 83(1986)-  19 11 11.09888(N)    155 53 12.22435(W) AD(       ) 3
 TU2480  OLD HI      -  19 11 23.13600(N)    155 53 21.63700(W) AD(       ) 3
 TU2480
 TU2480.Superseded values are not recommended for survey control.
 TU2480.NGS no longer adjusts projects to the OLD HI datum.
 TU2480.See file dsdata.txt to determine how the superseded data were derived.
 TU2480
 TU2480_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9641223969(NAD 83)
 TU2480
 TU2480  HISTORY     - Date     Condition        Report By
 TU2480  HISTORY     - 1884     MONUMENTED       CGS
 TU2480  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2480  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2480
 TU2480                          STATION DESCRIPTION
 TU2480
 TU2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2480'ON WESTERN COAST OF HAWAII, SOUTH KONA DISTRICT, LAND OF HOOPULOA,
 TU2480'HIGH UP ON THE SLOPE, AT THE EDGE OF THE WOODS, EAST OF A POINT
 TU2480'MIDWAY BETWEEN THE VILLAGES OF MILOLII AND HOOPULOA.  THE WHARF AT
 TU2480'HOOPULOA IS 2,100 METERS N. 70 DEG W., AND THE CHURCH AT MILOLII
 TU2480'IS 2,100 METERS, S. 66 DEG W. FROM THE STATION.  MARKED BY AN
 TU2480'IRON BOLT SET INTO SOLID ROCK, ON THE HIGHEST POINT AVAILABLE,
 TU2480'COMMANDING AN EXTENSIVE VIEW.  FOUR CROSSES WERE CUT 0.7
 TU2480'METER (2 FEET) FROM IT ON A LARGE JAGGED AA (LAVA) ROCK.  A
 TU2480'LARGE CAIRN, ABOUT 8 FEET HIGH, WAS ERECTED OVER THE STATION AND
 TU2480'PAINTED WHITE.
 TU2480
 TU2480                          STATION RECOVERY (1968)
 TU2480
 TU2480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2480'STATION MARK WAS RECOVERED, HOWEVER THE OLD CROSSES WERE NOT
 TU2480'FOUND.  LOCATED ABOUT 17 MILES SOUTH OF HONAUNAU AND 1-1/2 MILES
 TU2480'EAST OF MILOLII, AT ABOUT 931 FEET ELEVATION, ON BRUSH-COVERED
 TU2480'SLOPES, ABOUT 1000 FEET SOUTH OF SOUTH EDGE OF THE HOOPULOA LAVA
 TU2480'FLOW OF 1926, 1-1/2 MILES WEST OF STATE HIGHWAY 11 AND AT THE
 TU2480'T-JUNCTION OF OLD, BRUSH-COVERED, TRACK ROADS.
 TU2480'
 TU2480'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH ON
 TU2480'STATE HIGHWAY 11 FOR 16.8 MILES TO THE MILOLII ROAD ON
 TU2480'RIGHT.  CONTINUE AHEAD ON THE HIGHWAY FOR 1.3 MILES TO GRADED
 TU2480'CROSSROAD AT POWER POLE 229.  TURN RIGHT AND GO WEST ALONG SOUTH
 TU2480'SIDE OF LAVA FLOW FOR 0.5 MILE TO FORK.  TAKE RIGHT FORK AND
 TU2480'CONTINUE ALONG EDGE OF FLOW FOR 1.0 MILE TO END OF ROAD.  WALK
 TU2480'WEST ALONG EDGE OF LAVA FLOW ABOUT 150 YARDS, THEN GO LEFT INTO
 TU2480'BRUSH, PICK UP OLD TRACK ROAD AND GO ABOUT 1000 FEET TO
 TU2480'STATION AT T-JUNCTION.
 TU2480'
 TU2480'STATION IS MARKED BY A 1-INCH-SQUARE IRON BOLT IN DRILL HOLE IN
 TU2480'ROCK, ON A SMALL KNOLL, 15 YARDS SOUTHEAST OF T-JUNCTION OF TRACK
 TU2480'ROADS AND ABOUT 1500 FEET SOUTH OF A TELEPHONE LINE.  A LARGE,
 TU2480'10-FOOT-DIAMETER, STONE PIER ABOUT 4 FEET HIGH, WITH A TALL SIGNAL
 TU2480'IN THE CENTER HAS BEEN BUILT AROUND THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2491 ***********************************************************************
 TU2491  DESIGNATION -  MILOLII PT LIGHT 1979
 TU2491  PID         -  TU2491
 TU2491  STATE/COUNTY-  HI/HAWAII
 TU2491  USGS QUAD   -  MILOLII (1996)
 TU2491
 TU2491                         *CURRENT SURVEY CONTROL
 TU2491  ___________________________________________________________________
 TU2491* NAD 83(1993)-  19 11 13.13783(N)    155 54 28.72069(W)     ADJUSTED  
 TU2491* LOCAL TIDAL -        14.     (meters)      46.     (feet)  SCALED    
 TU2491  ___________________________________________________________________
 TU2491  EPOCH DATE  -        1993.62
 TU2491  LAPLACE CORR-          21.40  (seconds)                    DEFLEC99
 TU2491  GEOID HEIGHT-          17.26  (meters)                     GEOID03
 TU2491
 TU2491  HORZ ORDER  -  THIRD
 TU2491
 TU2491.The horizontal coordinates were established by classical geodetic methods
 TU2491.and adjusted by the National Geodetic Survey in December 1998..
 TU2491.The horizontal coordinates are valid at the epoch date displayed above.
 TU2491.The epoch date for horizontal control is a decimal equivalence
 TU2491.of Year/Month/Day.
 TU2491
 TU2491.The orthometric height was scaled from a topographic map.
 TU2491
 TU2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2491
 TU2491.The geoid height was determined by GEOID03.
 TU2491
 TU2491;                    North         East     Units Scale Factor Converg.
 TU2491;SPC HI 1     -    39,195.129   457,092.533   MT  0.99998942   -0 08 02.7
 TU2491;UTM  05      - 2,124,069.062   194,175.478   MT  1.00075631   -0 57 23.3
 TU2491
 TU2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2491!SPC HI 1     -   0.99999509  x   0.99998942  =   0.99998451
 TU2491!UTM  05      -   0.99999509  x   1.00075631  =   1.00075139
 TU2491
 TU2491                          SUPERSEDED SURVEY CONTROL
 TU2491
 TU2491  NAD 83(1986)-  19 11 13.13453(N)    155 54 28.76460(W) AD(       ) 4
 TU2491  OLD HI      -  19 11 23.96766(N)    155 54 38.80682(W) AD(       ) 3
 TU2491
 TU2491.Superseded values are not recommended for survey control.
 TU2491.NGS no longer adjusts projects to the OLD HI datum.
 TU2491.See file dsdata.txt to determine how the superseded data were derived.
 TU2491
 TU2491_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9417524069(NAD 83)
 TU2491_MARKER: 14 = NAVIGATION LIGHT
 TU2491
 TU2491  HISTORY     - Date     Condition        Report By
 TU2491  HISTORY     - 1979     FIRST OBSERVED   NOS
 TU2491
 TU2491                          STATION DESCRIPTION
 TU2491
 TU2491'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2491'STATION WAS ORIGINALLY DESCRIBED BY R.C.MUNSON IN 1968
 TU2491'IN THE DESCRIPTION FOR STATION KAPUKAWAA. THE LIGHT
 TU2491'LIST DESCRIBES THE STATION AS HAVING BEEN ESTABLISHED
 TU2491'IN 1965. THIS DESCRIPTION DIFFERS SLIGHTLY WITH THE
 TU2491'1968 DESCRIPTION, BUT IT APPEARS TO BE THE SAME LIGHT.
 TU2491'THE LIGHT IS A U.S. COAST GUARD STRUCTURE CONSISTING OF
 TU2491'A 6-INCH DIAMETER STEEL COLUMN, 16 FEET HIGH, SET IN A
 TU2491'1.2 BY 1.2 FEET CONCRETE FOUNDATION. THE LIGHT SETS ON
 TU2491'A 3.5 BY 3.5 FEET STEEL PLATFORM WITH A RAILING, WHICH
 TU2491'IS SET ATOP THE COLUMN. THE LIGHT IS WHITE. AN ORANGE
 TU2491'AND WHITE 3 BY 3 FEET DIAMOND SHAPED DAYBEACON IS
 TU2491'ATTACHED TO THE RAIL ON THE SEAWARD SIDE. ON THE NORTH
 TU2491'SIDE OF THE LIGHT STRUCTURE IS A WHITE, FLAT ROOFED
 TU2491'BATTERY SHACK,3.2 BY 3.2 BY 6.0 FEET HIGH. THE LIGHT IS
 TU2491'ABOUT 300 FEET WSW OF STATION KAPUKAWAA. THE LIGHT IS
 TU2491'LISTED IN THE LIGHT LIST AS LIGHT NO. 3684, A WHITE,
 TU2491'4-SECOND FLASHING LIGHT, WITH A NOMINAL RANGE OF 6 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3215 ***********************************************************************
 TU3215  DESIGNATION -  MINII 1976
 TU3215  PID         -  TU3215
 TU3215  STATE/COUNTY-  HI/MAUI
 TU3215  USGS QUAD   -  
 TU3215
 TU3215                         *CURRENT SURVEY CONTROL
 TU3215  ___________________________________________________________________
 TU3215* NAD 83(1993)-  20 45 28.51025(N)    156 50 31.08563(W)     ADJUSTED  
 TU3215* LOCAL TIDAL -         9.2    (meters)      30.     (feet)  VERT ANG  
 TU3215  ___________________________________________________________________
 TU3215  EPOCH DATE  -        1993.62
 TU3215  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 TU3215  GEOID HEIGHT-          16.05  (meters)                     GEOID03
 TU3215
 TU3215  HORZ ORDER  -  THIRD
 TU3215
 TU3215.The horizontal coordinates were established by classical geodetic methods
 TU3215.and adjusted by the National Geodetic Survey in December 1998..
 TU3215.The horizontal coordinates are valid at the epoch date displayed above.
 TU3215.The epoch date for horizontal control is a decimal equivalence
 TU3215.of Year/Month/Day.
 TU3215
 TU3215.The orthometric height was determined by vertical angle observations.
 TU3215
 TU3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3215
 TU3215.The geoid height was determined by GEOID03.
 TU3215
 TU3215;                    North         East     Units Scale Factor Converg.
 TU3215;SPC HI 2     -    47,014.767   481,745.188   MT  0.99997078   -0 03 43.7
 TU3215;UTM  04      - 2,296,856.454   724,681.365   MT  1.00022391   +0 45 54.6
 TU3215
 TU3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3215!SPC HI 2     -   0.99999603  x   0.99997078  =   0.99996681
 TU3215!UTM  04      -   0.99999603  x   1.00022391  =   1.00021994
 TU3215
 TU3215                          SUPERSEDED SURVEY CONTROL
 TU3215
 TU3215  NAD 83(1986)-  20 45 28.46602(N)    156 50 31.04718(W) AD(       ) 3
 TU3215  OLD HI      -  20 45 39.83372(N)    156 50 41.14987(W) AD(       ) 3
 TU3215
 TU3215.Superseded values are not recommended for survey control.
 TU3215.NGS no longer adjusts projects to the OLD HI datum.
 TU3215.See file dsdata.txt to determine how the superseded data were derived.
 TU3215
 TU3215_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH2468196856(NAD 83)
 TU3215
 TU3215  HISTORY     - Date     Condition        Report By
 TU3215  HISTORY     - 1976     MONUMENTED       NGS
 TU3215
 TU3215                          STATION DESCRIPTION
 TU3215
 TU3215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU3215'STATION IS LOCATED ON THE SOUTH-EAST POINT OF LANAI ISLAND ABOUT
 TU3215'1/4 MILES WEST OF KAMAIKI PT. AND 2.5 MILES NORTH-EAST OF
 TU3215'MANELO BAY.  FROM STATION PUU PEHE IT IS LOCATED ON THE FURTHEST
 TU3215'EAST POINT VISIBLE AND IS 20 METERS INLAND AND ABOUT 13 METERS
 TU3215'IN ELEVATION.  STATION IS A NOS DISK STAMPED MINNI 1976.  IT WAS
 TU3215'REACHED BY HELICOPTER AND ACCESS BY ROAD WAS NOT VISIBLE.
 TU3215'ACCESS BY BOAT POSSIBLE ONLY IN CALM SEAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3589 ***********************************************************************
 AA3589  SACS        -  This is a Secondary Airport Control Station.
 AA3589  DESIGNATION -  MKK AP STA A
 AA3589  PID         -  AA3589
 AA3589  STATE/COUNTY-  HI/MAUI
 AA3589  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 AA3589
 AA3589                         *CURRENT SURVEY CONTROL
 AA3589  ___________________________________________________________________
 AA3589* NAD 83(1993)-  21 08 57.60682(N)    157 06 03.21358(W)     ADJUSTED  
 AA3589* LOCAL TIDAL -       132.9    (meters)     436.     (feet)  GPS OBS   
 AA3589  ___________________________________________________________________
 AA3589  EPOCH DATE  -        1993.62
 AA3589  X           -  -5,482,248.988 (meters)                     COMP
 AA3589  Y           -  -2,315,691.987 (meters)                     COMP
 AA3589  Z           -   2,286,877.036 (meters)                     COMP
 AA3589  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AA3589  ELLIP HEIGHT-         149.24  (meters)          (11/30/94) GPS OBS
 AA3589  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 AA3589
 AA3589  HORZ ORDER  -  FIRST
 AA3589  ELLP ORDER  -  FIFTH     CLASS I
 AA3589
 AA3589.This mark is at Molokai Airport  (MKK)
 AA3589
 AA3589.The horizontal coordinates were established by GPS observations
 AA3589.and adjusted by the National Geodetic Survey in November 1994..
 AA3589.No horizontal observational check was made to the station.
 AA3589.The horizontal coordinates are valid at the epoch date displayed above.
 AA3589.The epoch date for horizontal control is a decimal equivalence
 AA3589.of Year/Month/Day.
 AA3589
 AA3589.The orthometric height was determined by GPS observations and a
 AA3589.high-resolution geoid model.
 AA3589.No vertical observational check was made to the station.
 AA3589
 AA3589.GPS derived orthometric heights for airport stations designated as
 AA3589.PACS or SACS are published to 2 decimal places.  This maintains
 AA3589.centimeter relative accuracy between the PACS and SACS.  It does
 AA3589.not indicate centimeter accuracy relative to other marks which are
 AA3589.part of the NAVD 88 network.
 AA3589
 AA3589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3589
 AA3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3589
 AA3589.The ellipsoidal height was determined by GPS observations
 AA3589.and is referenced to NAD 83.
 AA3589
 AA3589.The geoid height was determined by GEOID03.
 AA3589
 AA3589;                    North         East     Units Scale Factor Converg.
 AA3589;SPC HI 2     -    90,401.237   454,899.589   MT  0.99999179   -0 09 24.0
 AA3589;UTM  04      - 2,339,854.587   697,201.878   MT  1.00008059   +0 41 07.5
 AA3589
 AA3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3589!SPC HI 2     -   0.99997654  x   0.99999179  =   0.99996833
 AA3589!UTM  04      -   0.99997654  x   1.00008059  =   1.00005713
 AA3589
 AA3589                          SUPERSEDED SURVEY CONTROL
 AA3589
 AA3589.No superseded survey control is available for this station.
 AA3589
 AA3589_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9720239855(NAD 83)
 AA3589_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3589_SP_SET: CONCRETE POST
 AA3589_STAMPING: AP 1964 STA. A.
 AA3589_MARK LOGO: CGS   
 AA3589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3589+STABILITY: SURFACE MOTION
 AA3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3589+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1994
 AA3589
 AA3589  HISTORY     - Date     Condition        Report By
 AA3589  HISTORY     - 1964     MONUMENTED       CGS
 AA3589  HISTORY     - 19940129 GOOD             NGS
 AA3589
 AA3589                          STATION DESCRIPTION
 AA3589
 AA3589'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (EPC)
 AA3589'THE STATION IS LOCATED AT THE MOLOKAI AIRPORT ON THE ISLAND OF
 AA3589'MOLOKAI, HAWAII. THIS STATION IS LOCATED IN THE SW SECTION OF THE
 AA3589'AIRPORT NEAR RUNWAY END 5.  IT IS 163.5 FT (49.8 M) SW OF RUNWAY LIGHT
 AA3589'R-2, 124.98 FT (38.09 M) SE OF THE CENTERLINE END OF RUNWAY 5, 82 FT
 AA3589'(25.0 M) E OF THRESHOLD LIGHT T-6.
 AA3589
 AA3589                          STATION RECOVERY (1994)
 AA3589
 AA3589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3589'THIS STATION IS LOCATED IN THE SOUTHWESTERN SECTION OF THE MELOKAI
 AA3589'AIRPORT, NEAR RUNWAY END 5.  IT IS 163.5 FEET (49.8 M) SOUTHWEST OF
 AA3589'RUNWAY LIGHT R-2, 124.98 FEET (38.09 M) SOUTHEAST OF THE CENTERLINE
 AA3589'END OF RUNWAY 5, 82 FEET (25.0 M) EAST OF THRESHOLD LIGHT T-6.  A
 AA3589'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 12 INCH CONCRETE POST
 AA3589'FLUSH WITH THE GROUND AND STAMPED AP 1964 STA.  A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3590 ***********************************************************************
 AA3590  SACS        -  This is a Secondary Airport Control Station.
 AA3590  DESIGNATION -  MKK AP STA B
 AA3590  PID         -  AA3590
 AA3590  STATE/COUNTY-  HI/MAUI
 AA3590  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 AA3590
 AA3590                         *CURRENT SURVEY CONTROL
 AA3590  ___________________________________________________________________
 AA3590* NAD 83(1993)-  21 09 19.58872(N)    157 05 21.92721(W)     ADJUSTED  
 AA3590* LOCAL TIDAL -       138.2    (meters)     453.     (feet)  GPS OBS   
 AA3590  ___________________________________________________________________
 AA3590  EPOCH DATE  -        1993.62
 AA3590  X           -  -5,481,565.176 (meters)                     COMP
 AA3590  Y           -  -2,316,696.219 (meters)                     COMP
 AA3590  Z           -   2,287,509.462 (meters)                     COMP
 AA3590  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AA3590  ELLIP HEIGHT-         154.51  (meters)          (11/30/94) GPS OBS
 AA3590  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 AA3590
 AA3590  HORZ ORDER  -  FIRST
 AA3590  ELLP ORDER  -  FIFTH     CLASS I
 AA3590
 AA3590.This mark is at Molokai Airport  (MKK)
 AA3590
 AA3590.The horizontal coordinates were established by GPS observations
 AA3590.and adjusted by the National Geodetic Survey in November 1994..
 AA3590.No horizontal observational check was made to the station.
 AA3590.The horizontal coordinates are valid at the epoch date displayed above.
 AA3590.The epoch date for horizontal control is a decimal equivalence
 AA3590.of Year/Month/Day.
 AA3590
 AA3590.The orthometric height was determined by GPS observations and a
 AA3590.high-resolution geoid model.
 AA3590.No vertical observational check was made to the station.
 AA3590
 AA3590.GPS derived orthometric heights for airport stations designated as
 AA3590.PACS or SACS are published to 2 decimal places.  This maintains
 AA3590.centimeter relative accuracy between the PACS and SACS.  It does
 AA3590.not indicate centimeter accuracy relative to other marks which are
 AA3590.part of the NAVD 88 network.
 AA3590
 AA3590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3590
 AA3590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3590
 AA3590.The ellipsoidal height was determined by GPS observations
 AA3590.and is referenced to NAD 83.
 AA3590
 AA3590.The geoid height was determined by GEOID03.
 AA3590
 AA3590;                    North         East     Units Scale Factor Converg.
 AA3590;SPC HI 2     -    91,074.074   456,092.562   MT  0.99999048   -0 09 09.3
 AA3590;UTM  04      - 2,340,544.950   698,384.941   MT  1.00008637   +0 41 23.1
 AA3590
 AA3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3590!SPC HI 2     -   0.99997572  x   0.99999048  =   0.99996620
 AA3590!UTM  04      -   0.99997572  x   1.00008637  =   1.00006208
 AA3590
 AA3590                          SUPERSEDED SURVEY CONTROL
 AA3590
 AA3590.No superseded survey control is available for this station.
 AA3590
 AA3590_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9838540545(NAD 83)
 AA3590_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3590_SP_SET: CONCRETE POST
 AA3590_STAMPING: AP 1964 STA B
 AA3590_MARK LOGO: CGS   
 AA3590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3590+STABILITY: SURFACE MOTION
 AA3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3590+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1994
 AA3590
 AA3590  HISTORY     - Date     Condition        Report By
 AA3590  HISTORY     - 1964     MONUMENTED       CGS
 AA3590  HISTORY     - 19940129 GOOD             NGS
 AA3590
 AA3590                          STATION DESCRIPTION
 AA3590
 AA3590'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (EPC)
 AA3590'THE STATION IS LOCATED AT THE MOLOKAI AIRPORT ON THE ISLAND OF
 AA3590'MOLOKAI, HAWAII. THE STATION IS A TOPOGRAPHIC DISK SET IN THE TOP OF A
 AA3590'12 IN POST FLUSH WITH THE GROUND.  THE STATION IS LOCATED IN THE NE
 AA3590'SECTION OF THE AIRPORT NEAR RUNWAY END 23.  IT IS 128.1 FT (39.0 M) E
 AA3590'OF THE CENTER OF AN ABANDONED CONCRETE LIGHT BASE, 125.0 FT (38.1 M)
 AA3590'SE OF THE CENTERLINE END OF RUNWAY 23, 82 FT (25.0 M) S OF THRESHOLD
 AA3590'LIGHT T-12.
 AA3590
 AA3590                          STATION RECOVERY (1994)
 AA3590
 AA3590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3590'THIS STATION IS LOCATED IN THE NORTH EAST SECTION OF THE MOLOKAI
 AA3590'AIRPORT, NEAR RUNWAY END 23.  IT IS 128.1 FEET (39.0 M) EAST OF THE
 AA3590'CENTER OF AN ABANDONED CONCRETE LIGHT BASE, 125.0 FEET (38.1 M)
 AA3590'SOUTHEAST OF THE CENTER LINE END OF RUNWAY 23, 82 FEET (25.0 M) SOUTH
 AA3590'OF THRESHOLD LIGHT T-12.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP
 AA3590'OF A 12 INCH CONCRETE POST FLUSH WITH THE GROUND AND STAMPED AP 1964
 AA3590'STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3195 ***********************************************************************
 TU3195  DESIGNATION -  MO WINDMILL
 TU3195  PID         -  TU3195
 TU3195  STATE/COUNTY-  HI/MAUI
 TU3195  USGS QUAD   -  
 TU3195
 TU3195                         *CURRENT SURVEY CONTROL
 TU3195  ___________________________________________________________________
 TU3195* NAD 83(1993)-  20 52 30.97337(N)    156 51 18.50000(W)     ADJUSTED  
 TU3195* LOCAL TIDAL -                                                        
 TU3195  ___________________________________________________________________
 TU3195  EPOCH DATE  -        1993.62
 TU3195  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 TU3195  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 TU3195
 TU3195  HORZ ORDER  -  THIRD
 TU3195
 TU3195.The horizontal coordinates were established by classical geodetic methods
 TU3195.and adjusted by the National Geodetic Survey in December 1998..
 TU3195.The horizontal coordinates are valid at the epoch date displayed above.
 TU3195.The epoch date for horizontal control is a decimal equivalence
 TU3195.of Year/Month/Day.
 TU3195
 TU3195
 TU3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3195
 TU3195.The geoid height was determined by GEOID03.
 TU3195
 TU3195;                    North         East     Units Scale Factor Converg.
 TU3195;SPC HI 2     -    60,008.391   480,388.862   MT  0.99997142   -0 04 01.8
 TU3195;UTM  04      - 2,309,832.303   723,136.681   MT  1.00021535   +0 45 52.6
 TU3195
 TU3195                          SUPERSEDED SURVEY CONTROL
 TU3195
 TU3195  NAD 83(1986)-  20 52 30.93346(N)    156 51 18.46383(W) AD(       ) 4
 TU3195  OLD HI      -  20 52 42.31900(N)    156 51 28.39900(W) AD(       ) 3
 TU3195
 TU3195.Superseded values are not recommended for survey control.
 TU3195.NGS no longer adjusts projects to the OLD HI datum.
 TU3195.See file dsdata.txt to determine how the superseded data were derived.
 TU3195
 TU3195_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2313709832(NAD 83)
 TU3195
 TU3195  HISTORY     - Date     Condition        Report By
 TU3195  HISTORY     - UNK      MONUMENTED
 TU3195  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3195
 TU3195                          STATION DESCRIPTION
 TU3195
 TU3195'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3195'STATION IS DESTROYED.  THE OLD DERRICK WAS FOUND LAYING ON THE
 TU3195'GROUND.  THE VICINITY IS NOW COVERED WITH A DENSE GROWTH OF
 TU3195'KIAWE TREES UP TO 40 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2103 ***********************************************************************
 TU2103  DESIGNATION -  MOANA HAUAE
 TU2103  PID         -  TU2103
 TU2103  STATE/COUNTY-  HI/HAWAII
 TU2103  USGS QUAD   -  PAHOA SOUTH (1994)
 TU2103
 TU2103                         *CURRENT SURVEY CONTROL
 TU2103  ___________________________________________________________________
 TU2103* NAD 83(1993)-  19 22 20.59729(N)    154 57 02.81305(W)     ADJUSTED  
 TU2103* LOCAL TIDAL -        22.8    (meters)      75.     (feet)  VERT ANG  
 TU2103  ___________________________________________________________________
 TU2103  EPOCH DATE  -        1993.62
 TU2103  LAPLACE CORR-         -19.70  (seconds)                    DEFLEC99
 TU2103  GEOID HEIGHT-          14.14  (meters)                     GEOID03
 TU2103
 TU2103  HORZ ORDER  -  FIRST
 TU2103
 TU2103.The horizontal coordinates were established by classical geodetic methods
 TU2103.and adjusted by the National Geodetic Survey in December 1998..
 TU2103.The horizontal coordinates are valid at the epoch date displayed above.
 TU2103.The epoch date for horizontal control is a decimal equivalence
 TU2103.of Year/Month/Day.
 TU2103
 TU2103.The orthometric height was determined by vertical angle observations.
 TU2103
 TU2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2103
 TU2103.The geoid height was determined by GEOID03.
 TU2103
 TU2103;                    North         East     Units Scale Factor Converg.
 TU2103;SPC HI 1     -    59,759.501   557,697.244   MT  1.00000780   +0 10 55.9
 TU2103;UTM  05      - 2,143,189.516   295,110.435   MT  1.00011893   -0 38 50.3
 TU2103
 TU2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2103!SPC HI 1     -   0.99999419  x   1.00000780  =   1.00000199
 TU2103!UTM  05      -   0.99999419  x   1.00011893  =   1.00011312
 TU2103
 TU2103|---------------------------------------------------------------------|
 TU2103| PID    Reference Object                     Distance      Geod. Az  |
 TU2103|                                                           dddmmss.s |
 TU2103| CN5916 MOANA HAUAE RM 2                      2.540 METERS 10002     |
 TU2103| CN5915 MOANA HAUAE RM 1                      6.470 METERS 34151     |
 TU2103|---------------------------------------------------------------------|
 TU2103
 TU2103                          SUPERSEDED SURVEY CONTROL
 TU2103
 TU2103  NAD 83(1986)-  19 22 20.54268(N)    154 57 02.83630(W) AD(       ) 1
 TU2103  OLD HI      -  19 22 31.41991(N)    154 57 12.83944(W) AD(       ) 1
 TU2103
 TU2103.Superseded values are not recommended for survey control.
 TU2103.NGS no longer adjusts projects to the OLD HI datum.
 TU2103.See file dsdata.txt to determine how the superseded data were derived.
 TU2103
 TU2103_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9511043190(NAD 83)
 TU2103_MARKER: DS = TRIANGULATION STATION DISK
 TU2103_SETTING: 66 = SET IN ROCK OUTCROP
 TU2103_SP_SET: ROCK OUTCROP
 TU2103_MARK LOGO: USGS  
 TU2103_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2103+STABILITY: POSITION/ELEVATION WELL
 TU2103
 TU2103  HISTORY     - Date     Condition        Report By
 TU2103  HISTORY     - UNK      MONUMENTED       USGS
 TU2103  HISTORY     - 19580429 GOOD             USGS
 TU2103  HISTORY     - 1978     GOOD             USGS
 TU2103
 TU2103                          STATION DESCRIPTION
 TU2103
 TU2103'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 TU2103'2.5 MI (4.0 KM) NE OF KALAPANA, ON A PROMENENT DOME 292 FT (89.0 M)
 TU2103'MAKAI OF RD, IN SOLID PAHOEHOE, BRONZE TABLET (UNSTAMPED).
 TU2103
 TU2103                          STATION RECOVERY (1978)
 TU2103
 TU2103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (LAC)
 TU2103'THE STATION IS LOCATED ON A PROMINENT MOUND OF PAHOEHOE LAVA,
 TU2103'OVERLOOKING THE PACIFIC OCEAN TO THE SOUTHEAST AND IS ABOUT
 TU2103'6 MILES SOUTHWEST OF THE T-INTERSECTION OF ROADS AT THE VILLAGE
 TU2103'OF OPIHIKAO, 2 MILES NORTHEAST OF THE VILLAGE OF KALAPANA,
 TU2103'ABOUT 100 METERS NORTHWEST OF THE SHORELINE AND 90 METERS
 TU2103'SOUTHEAST OF STATE HIGHWAY 137.
 TU2103'
 TU2103'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 TU2103'137 ABOUT 1 MILE NORTHEAST OF KALAPANA GO NORTHEAST ON HIGHWAY
 TU2103'137 FOR 1.3 MILES TO A PROMINENT MOUND OF PAHOEHOE LAVA AND THE
 TU2103'STATION SITE ON THE RIGHT.
 TU2103'
 TU2103'THE STATION MARK IS A USGS DISK, UNSTAMPED, CEMENTED IN A
 TU2103'DRILL HOLE IN THE TOP OF PAHOEHOE LAVA.  IT IS 11 FEET
 TU2103'NORTHWEST OF AND ABOUT 1/2 FOOT LOWER THAN THE HIGHEST
 TU2103'POINT.  NOTE, DESC.
 TU2103'
 TU2103'REFERENCE MARK 1 IS A USGS RM DISK STAMPED MOANA HAUAE 1958
 TU2103'RM 1, CEMENTED IN A DRILL HOLE IN PAHOEHOE LAVA AND IS ABOUT 3
 TU2103'FEET LOWER THAN THE STATION MARK.  NOTE, DESC.
 TU2103'
 TU2103'REFERENCE MARK 2 IS A USGS RM DISK STAMPED MOANA HAUAE 1958
 TU2103'RM 2, CEMENTED IN A DRILL HOLE IN PAHOEHOE LAVA AND IS ABOUT
 TU2103'1/2 FOOT LOWER THAN THE STATION MARK.  NOTE, DESC.
 TU2103'
 TU2103'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2103'
 TU2103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 TU2103'NORTHEAST OF KALAPANA VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1340 ***********************************************************************
 TU1340  DESIGNATION -  MOANA HOTEL FLAGSTAFF
 TU1340  PID         -  TU1340
 TU1340  STATE/COUNTY-  HI/HONOLULU
 TU1340  USGS QUAD   -  HONOLULU (1983)
 TU1340
 TU1340                         *CURRENT SURVEY CONTROL
 TU1340  ___________________________________________________________________
 TU1340* NAD 83(1993)-  21 16 35.70983(N)    157 49 35.79274(W)     ADJUSTED  
 TU1340* LOCAL TIDAL -                                                        
 TU1340  ___________________________________________________________________
 TU1340  EPOCH DATE  -        1993.62
 TU1340  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 TU1340  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1340
 TU1340  HORZ ORDER  -  THIRD
 TU1340
 TU1340.The horizontal coordinates were established by classical geodetic methods
 TU1340.and adjusted by the National Geodetic Survey in December 1998..
 TU1340.The horizontal coordinates are valid at the epoch date displayed above.
 TU1340.The epoch date for horizontal control is a decimal equivalence
 TU1340.of Year/Month/Day.
 TU1340
 TU1340
 TU1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1340
 TU1340.The geoid height was determined by GEOID03.
 TU1340
 TU1340;                    North         East     Units Scale Factor Converg.
 TU1340;SPC HI 3     -    12,180.025   517,993.943   MT  0.99999400   +0 03 46.5
 TU1340;UTM  04      - 2,353,211.029   621,729.363   MT  0.99978311   +0 25 33.0
 TU1340
 TU1340                          SUPERSEDED SURVEY CONTROL
 TU1340
 TU1340  NAD 83(1986)-  21 16 35.65884(N)    157 49 35.80165(W) AD(       ) 4
 TU1340  OLD HI      -  21 16 47.04200(N)    157 49 45.66900(W) AD(       ) 3
 TU1340
 TU1340.Superseded values are not recommended for survey control.
 TU1340.NGS no longer adjusts projects to the OLD HI datum.
 TU1340.See file dsdata.txt to determine how the superseded data were derived.
 TU1340
 TU1340_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2172953211(NAD 83)
 TU1340
 TU1340  HISTORY     - Date     Condition        Report By
 TU1340  HISTORY     - UNK      MONUMENTED
 TU1340  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1340  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1340
 TU1340                          STATION DESCRIPTION
 TU1340
 TU1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1340'ON SOUTHEASTERN COAST OF OAHU, ON BEACH WEST OF DIAMOND
 TU1340'HEAD.  MOANA HOTEL IS A VERY EXTENSIVE BUILDING, LIGHT GRAY IN
 TU1340'COLOR, AND HAS A GREAT SEMICIRCULAR WINDOW AT SEA END OF
 TU1340'GABLE ROOF.  STATION IS FLAGPOLE IN EXACT CENTER OF ROOF OF
 TU1340'BUILDING.
 TU1340
 TU1340                          STATION RECOVERY (1964)
 TU1340
 TU1340'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1340'STATION WAS RECOVERED.  IT IS A WHITE POLE WITH SMALL BALL ON
 TU1340'TOP, LOCATED ON THE ROOF OF THE CENTRAL STRUCTURE OF THE MOANA
 TU1340'HOTEL, A FEW FEET NORTHEAST OF A CUPOLA.  THE ROOF-LINE OF THIS
 TU1340'PART OF THE BUILDING IS SLIGHTLY LOWER THAN THE ROOFS OF THE
 TU1340'NORTHWEST AND SOUTHEAST PARTS OF THE H-SHAPED BUILDING.
 TU1340'
 TU1340'LOCATED IBN THE WAIKIKI DISTRICT, BETWEEN KALAKAUA AVENUE AND THE
 TU1340'SEA, AT INTERSECTION OF KAIULANI AVE. AND KALAKAUA AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1341 ***********************************************************************
 TU1341  DESIGNATION -  MOANA HOTEL FLAGSTAFF OLD
 TU1341  PID         -  TU1341
 TU1341  STATE/COUNTY-  HI/HONOLULU
 TU1341  USGS QUAD   -  HONOLULU (1983)
 TU1341
 TU1341                         *CURRENT SURVEY CONTROL
 TU1341  ___________________________________________________________________
 TU1341* NAD 83(1993)-  21 16 35.78151(N)    157 49 35.84747(W)     ADJUSTED  
 TU1341* LOCAL TIDAL -                                                        
 TU1341  ___________________________________________________________________
 TU1341  EPOCH DATE  -        1993.62
 TU1341  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 TU1341  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1341
 TU1341  HORZ ORDER  -  THIRD
 TU1341
 TU1341.The horizontal coordinates were established by classical geodetic methods
 TU1341.and adjusted by the National Geodetic Survey in December 1998..
 TU1341.The horizontal coordinates are valid at the epoch date displayed above.
 TU1341.The epoch date for horizontal control is a decimal equivalence
 TU1341.of Year/Month/Day.
 TU1341
 TU1341
 TU1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1341
 TU1341.The geoid height was determined by GEOID03.
 TU1341
 TU1341;                    North         East     Units Scale Factor Converg.
 TU1341;SPC HI 3     -    12,182.228   517,992.362   MT  0.99999400   +0 03 46.5
 TU1341;UTM  04      - 2,353,213.222   621,727.769   MT  0.99978310   +0 25 33.0
 TU1341
 TU1341                          SUPERSEDED SURVEY CONTROL
 TU1341
 TU1341  NAD 83(1986)-  21 16 35.72951(N)    157 49 35.85581(W) AD(       ) 4
 TU1341  OLD HI      -  21 16 47.17000(N)    157 49 45.76000(W) AD(       ) 3
 TU1341
 TU1341.Superseded values are not recommended for survey control.
 TU1341.NGS no longer adjusts projects to the OLD HI datum.
 TU1341.See file dsdata.txt to determine how the superseded data were derived.
 TU1341
 TU1341_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2172853213(NAD 83)
 TU1341
 TU1341  HISTORY     - Date     Condition        Report By
 TU1341  HISTORY     - 1909     MONUMENTED       CGS
 TU1341  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1341
 TU1341                          STATION DESCRIPTION
 TU1341
 TU1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (OBF)
 TU1341'THE FLAGSTAFF ON MOANA HOTEL ON THE BEACH WEST OF DIAMOND
 TU1341'HEAD.  IN 1925 AND AGAIN IN 1927 A POSITION WAS DETERMINED FOR
 TU1341'A FLAGSTAFF LOCATED IN THE EXACT CENTER OF THE ROOF OF MOANA
 TU1341'HOTEL.  THE POSITION DETERMINED IN 1909 DIFFERS CONSIDERABLY
 TU1341'FROM THE LATER DETERMINATION, AND IT IS PROBABLY THAT A CHANGE IN
 TU1341'THE POSITION OF THE FLAGSTAFF OCCURRED BETWEEN 1909 AND 1925.
 TU1341
 TU1341                          STATION RECOVERY (1964)
 TU1341
 TU1341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1341'AN ANGLE CHECK ON THE FLAGPOLE WAS MADE AT STATION PUNCHBOWL
 TU1341'AND THE AZIMUTH TO THE PRESENT LOCATION WAS FOUND TO DIFFER BY
 TU1341'2 MINUTES FROM THE 1909 AZIMUTH.  STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3299 ***********************************************************************
 TU3299  DESIGNATION -  MOANUI 1915
 TU3299  PID         -  TU3299
 TU3299  STATE/COUNTY-  HI/MAUI
 TU3299  USGS QUAD   -  
 TU3299
 TU3299                         *CURRENT SURVEY CONTROL
 TU3299  ___________________________________________________________________
 TU3299* NAD 83(1993)-  21 07 31.09270(N)    156 45 51.50090(W)     ADJUSTED  
 TU3299* LOCAL TIDAL -       473.     (meters)    1552.     (feet)  SCALED    
 TU3299  ___________________________________________________________________
 TU3299  EPOCH DATE  -        1993.62
 TU3299  LAPLACE CORR-          -7.72  (seconds)                    DEFLEC99
 TU3299  GEOID HEIGHT-          15.17  (meters)                     GEOID03
 TU3299
 TU3299  HORZ ORDER  -  THIRD
 TU3299
 TU3299.The horizontal coordinates were established by classical geodetic methods
 TU3299.and adjusted by the National Geodetic Survey in December 1998..
 TU3299.The horizontal coordinates are valid at the epoch date displayed above.
 TU3299.The epoch date for horizontal control is a decimal equivalence
 TU3299.of Year/Month/Day.
 TU3299
 TU3299.The orthometric height was scaled from a topographic map.
 TU3299
 TU3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3299
 TU3299.The geoid height was determined by GEOID03.
 TU3299
 TU3299;                    North         East     Units Scale Factor Converg.
 TU3299;SPC HI 2     -    87,682.017   489,857.251   MT  0.99996794   -0 02 06.7
 TU3299;UTM  04      - 2,337,648.759   732,202.487   MT  1.00026635   +0 48 22.1
 TU3299
 TU3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3299!SPC HI 2     -   0.99992328  x   0.99996794  =   0.99989122
 TU3299!UTM  04      -   0.99992328  x   1.00026635  =   1.00018961
 TU3299
 TU3299:                Primary Azimuth Mark                     Grid Az
 TU3299:SPC HI 2     -  HALAWA 1915                              018 46 24.7
 TU3299:UTM  04      -  HALAWA 1915                              017 55 55.9
 TU3299
 TU3299|---------------------------------------------------------------------|
 TU3299| PID    Reference Object                     Distance      Geod. Az  |
 TU3299|                                                           dddmmss.s |
 TU3299| TU3298 HALAWA 1915                         APPROX. 1.7 KM 0184418.0 |
 TU3299|---------------------------------------------------------------------|
 TU3299
 TU3299                          SUPERSEDED SURVEY CONTROL
 TU3299
 TU3299  NAD 83(1986)-  21 07 31.04675(N)    156 45 51.44736(W) AD(       ) 3
 TU3299  OLD HI      -  21 07 42.50000(N)    156 46 01.57000(W) AD(       ) 3
 TU3299
 TU3299.Superseded values are not recommended for survey control.
 TU3299.NGS no longer adjusts projects to the OLD HI datum.
 TU3299.See file dsdata.txt to determine how the superseded data were derived.
 TU3299
 TU3299_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3220237649(NAD 83)
 TU3299
 TU3299  HISTORY     - Date     Condition        Report By
 TU3299  HISTORY     - 1915     MONUMENTED       CGS
 TU3299  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3299
 TU3299                          STATION DESCRIPTION
 TU3299
 TU3299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3299'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3299'HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION
 TU3299'MARK WAS A 4 X 6 REDWOOD POST.  IN 1933 THIS MARK WAS SEARCHED
 TU3299'FOR BUT NOT FOUND AND WAS BELIEVED DESTROYED WHEN A FENCE
 TU3299'WAS BUILT.  THE FOLLOWING IS A QUOTE FROM THE DESCRIPTION--
 TU3299'SEARCHED FOR THIS STATION ON OCT. 21, 1933, BUT COULD FIND NO
 TU3299'TRACE OF SAME.  UNCONFIRMED REPORT THAT STATION WAS DESTROYED
 TU3299'AT THE TIME A FENCE WAS BEING CONSTRUCTED NEARBY.  ESTABLISHED
 TU3299'A TRAIL POINT MARKED BY A R.W. POST ABOUT 30 FEET NE OF SAID
 TU3299'STATION, END QUOTE.  NOTE--THEY PROBABLY MEANT THAT A TRAIL
 TU3299'POINT WAS ESTABLISHED.
 TU3299'
 TU3299'THE STATION WAS SEARCHED FOR AND AN IRON PIPE WAS RECOVERED BUT
 TU3299'IT IS NOT KNOWN IF THIS IS THE ORIGINAL STATION OR THE TRAIL
 TU3299'POINT.  A COMPLETE DESCRIPTION OF THE PIPE MARK THAT WAS
 TU3299'RECOVERED FOLLOWS--
 TU3299'
 TU3299'STATION IS LOCATED, AIRLINE, ABOUT 2-3/4 MILES SOUTH-SOUTHWEST
 TU3299'OF THE OLD VILLAGE OF HALAWA, 2-1/2 MILES SOUTHWEST OF THE PUU O
 TU3299'HOKU RANCH HEADQUARTERS AND 1-3/4 MILES NORTHWEST OF KUMIMI
 TU3299'POINT ON THE SUMMIT OF A PROMINENT BRUSHY TOPPED HILL OF ABOUT
 TU3299'1550 FEET ELEVATION THAT HAS A NORTH-SOUTH WIRE FENCE WITH
 TU3299'SQUARE POSTS, ACROSS ITS TOP.
 TU3299'
 TU3299'TO REACH FROM THE CROSSROAD AND GAS PUMP AT THE ENTRANCE TO THE
 TU3299'PUU O HOKU RANCH HEADQUARTERS, GO SOUTHWESTERLY ON STATE HIGHWAY
 TU3299'45 FOR 3.4 MILES TO BOARD GATE NO. 20 ON THE RIGHT, JUST EAST
 TU3299'OF STATION LUPEHU.  GO THROUGH GATE AND FOLLOW TRACK ROAD
 TU3299'UPGRADE FOR 1.1 MILES TO RED CUTBANK ON THE LEFT.  CONTINUE
 TU3299'ON THE TRACK ROAD FOR 0.2 MILE TO BOARD GATE NO. 19.  PASS
 TU3299'THROUGH GATE AND GO SHARP LEFT, DOWNGRADE, ON TRACK ROAD FOR
 TU3299'0.3 MILE TO END OF ROAD AT FENCE LINE.  PACK SOUTH-SOUTHWEST
 TU3299'ON OLD TRAIL ABOUT 200 YARDS TO WHERE TRAIL CROSSES STREAM
 TU3299'AT TWO WATER PIPES CROSSING STREAM.  CROSS STREAM AND BEAR
 TU3299'LEFT THROUGH BRUSH, SOUTH-SOUTHWEST, TO THE FACE OF A
 TU3299'RIDGE.  GO UP STEEP SLOPE TO CREST OF RIDGE, THEN GO WEST ALONG
 TU3299'FENCE LINE FOR ABOUT 1/4 MILE TO GROVE OF LARGE TREES ON HIGH
 TU3299'POINT OF RIDGE.  GO LEFT SOUTHEAST DOWN NARROW RIDGE TO
 TU3299'BOTTOM OF DRAW.  CROSS DRAW TO RIGHT AND GO SOUTHWEST UP
 TU3299'FACE OF BRUSHY RIDGE THEN UP TOP OF RIDGE TO OPEN GRASSY PASTURE.
 TU3299'GO SOUTHWEST ACROSS PASTURE ABOUT 200 YARDS TO END, THEN FOLLOW
 TU3299'TRAIL WESTERLY ABOUT 1/4 MILE UP RIDGE TO FENCE LINE ON
 TU3299'TOP OF HILL.  GO RIGHT, NORTH, ALONG RIGHT SIDE OF FENCE
 TU3299'THROUGH DENSE FERNS ABOUT 50 YARDS TO STATION.
 TU3299'
 TU3299'THE PIPE IS 1-1/2 INCHES IN DIAMETER AND PROJECTS 10
 TU3299'INCHES.  IT IS 29.2 FEET EAST OF THE 16TH POST FROM SOUTH
 TU3299'END OF FENCE (THERE IS A TRIANGLE BLAZE ON THE POST), AND 30.4
 TU3299'FEET NORTH OF OLD LONE FENCE POST.  FROM GATE NO. 19 THE STATION
 TU3299'LIES ON A TRUE BEARING OF 268 DEGREES, ON HILL ABOVE THE OPEN
 TU3299'GRASSY PASTURE.
 TU3299'
 TU3299'NOTE--WHEN REOBSERVED THIS STATION SHOULD BE LISTED AS MOANUI 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2595 ***********************************************************************
 TU2595  DESIGNATION -  MOANUIAHEA
 TU2595  PID         -  TU2595
 TU2595  STATE/COUNTY-  HI/HAWAII
 TU2595  USGS QUAD   -  KAILUA (1996)
 TU2595
 TU2595                         *CURRENT SURVEY CONTROL
 TU2595  ___________________________________________________________________
 TU2595* NAD 83(1993)-  19 44 19.57181(N)    155 57 12.00912(W)     ADJUSTED  
 TU2595* LOCAL TIDAL -       982.0    (meters)    3222.     (feet)  VERT ANG  
 TU2595  ___________________________________________________________________
 TU2595  EPOCH DATE  -        1993.62
 TU2595  LAPLACE CORR-          20.57  (seconds)                    DEFLEC99
 TU2595  GEOID HEIGHT-          20.52  (meters)                     GEOID03
 TU2595
 TU2595  HORZ ORDER  -  SECOND
 TU2595
 TU2595.The horizontal coordinates were established by classical geodetic methods
 TU2595.and adjusted by the National Geodetic Survey in December 1998..
 TU2595.The horizontal coordinates are valid at the epoch date displayed above.
 TU2595.The epoch date for horizontal control is a decimal equivalence
 TU2595.of Year/Month/Day.
 TU2595
 TU2595.The orthometric height was determined by vertical angle observations.
 TU2595
 TU2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2595
 TU2595.The geoid height was determined by GEOID03.
 TU2595
 TU2595;                    North         East     Units Scale Factor Converg.
 TU2595;SPC HI 1     -   100,287.933   452,483.153   MT  0.99999456   -0 09 11.2
 TU2595;UTM  05      - 2,185,270.075   190,452.668   MT  1.00078454   -0 59 53.6
 TU2595;UTM  04      - 2,185,443.342   819,336.385   MT  1.00086066   +1 01 47.4
 TU2595
 TU2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2595!SPC HI 1     -   0.99984244  x   0.99999456  =   0.99983700
 TU2595!UTM  05      -   0.99984244  x   1.00078454  =   1.00062685
 TU2595!UTM  04      -   0.99984244  x   1.00086066  =   1.00070296
 TU2595
 TU2595|---------------------------------------------------------------------|
 TU2595| PID    Reference Object                     Distance      Geod. Az  |
 TU2595|                                                           dddmmss.s |
 TU2595| TU2597 MOANUIAHEA 1948 RM 3 1972            55.151 METERS 11849     |
 TU2595| TU2591 KALAOA CATHOLIC CHURCH SPIRE        APPROX. 2.9 KM 2424042.2 |
 TU2595| TU2622 KEAHOLE POINT LIGHTHOUSE            APPROX.11.4 KM 2635514.0 |
 TU2595| CN5918 MOANUIAHEA RM 2                       3.720 METERS 27147     |
 TU2595| TU2596 DRILL HOLE NR MOANUIAHEA 1948         5.877 METERS 30227     |
 TU2595| TU2615 KUILI RESET                         APPROX. 9.0 KM 3190319.2 |
 TU2595| CN5917 MOANUIAHEA RM 1                       5.045 METERS 35052     |
 TU2595|---------------------------------------------------------------------|
 TU2595
 TU2595                          SUPERSEDED SURVEY CONTROL
 TU2595
 TU2595  NAD 83(1986)-  19 44 19.56883(N)    155 57 12.02209(W) AD(       ) 2
 TU2595  OLD HI      -  19 44 30.50500(N)    155 57 22.04600(W) AD(       ) 2
 TU2595
 TU2595.Superseded values are not recommended for survey control.
 TU2595.NGS no longer adjusts projects to the OLD HI datum.
 TU2595.See file dsdata.txt to determine how the superseded data were derived.
 TU2595
 TU2595_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9045385270(NAD 83)
 TU2595_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2595_SETTING: 66 = SET IN ROCK OUTCROP
 TU2595
 TU2595  HISTORY     - Date     Condition        Report By
 TU2595  HISTORY     - 1948     MONUMENTED       CGS
 TU2595  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2595  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2595  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2595
 TU2595                          STATION DESCRIPTION
 TU2595
 TU2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2595'LOCATED ABOUT 1.5 MILES SOUTHEASTWARD OF THE MAIN HIGHWAY AND THE
 TU2595'HUEHUE RANCH MAIN BUILDINGS, IN SOUTH KONA.  ON THE WESTERLY END
 TU2595'OF A PROMINENT GRASSY HILL WITH A FLAT TOP ABOUT 80 FEET LONG BY
 TU2595'40 FEET WIDE AND WHICH OVERLOOKS THE ENTIRE SEACOAST FROM KAILUA
 TU2595'TO KOHALA.  A FENCE RUNNING EAST AND WEST IS SITUATED 300 FEET
 TU2595'NORTH OF THE STATION.
 TU2595'
 TU2595'TO REACH STATION, TAKE ROAD BEGINNING AT AND RUNNING
 TU2595'SOUTHEASTWARD FROM HUEHUE RANCH HEADQUARTERS AND FOLLOW SAME
 TU2595'FOR A DISTANCE OF ABOUT ONE MILE, TO A POINT ABOUT 500 FEET
 TU2595'FROM A WATER-TANK, FROM WHIE POINT MOANUIAHEA HILL CAN BE SEEN
 TU2595'ABOUT 1/2 MILE TO THE SOUTHEAST.  FOLLOW TRAIL EASTWARD TO THE
 TU2595'WATER-TANK AND CONTINUE EASTWARD ABOUT 500 FEET, TO A GATE AND
 TU2595'FENCE CROSSING THE TRAIL.  THEN RIGHT OR SOUTHWARD AFTER GOING
 TU2595'THRU GATE AND FOLLOW A TRAIL TOWARDS THE HILL.  THE TRAIL IS
 TU2595'NOT CLEAR BUT OPEN PASTURE AREAS MAKE IT EASY TO REACH THE
 TU2595'STATION.
 TU2595'
 TU2595'CENTER MARK IS A STANDARD DISK SET IN SOLID ROCK, 3 FEET LONG
 TU2595'AND ABOUT 1 FOOT ABOVE THE GROUND.
 TU2595'
 TU2595'TWO REFERENCE MARKS WERE SET IN SOLID ROCK.
 TU2595'
 TU2595'THERE IS A CROSS AND DRILL HOLE CUT IN ROCK, UNDER A CAIRN,
 TU2595'LOCATED ON THE WESTERLY END OF THE HILL.  THIS IS PROBABLY AN
 TU2595'OLD STATION OR BOUNDARY MARKER.
 TU2595
 TU2595                          STATION RECOVERY (1967)
 TU2595
 TU2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2595'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2595'OLD DRILL HOLE WAS RECOVERED AT THE PUBLISHED DISTANCE AND
 TU2595'AZIMUTH FROM THE STATION MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2595'
 TU2595'STATION IS LOCATED ABOUT 7-1/2 MILES NORTHEAST OF KAILUA-KONA
 TU2595'AND 1-1/2 MILES SOUTHEAST OF THE HUEHUE RANCH HEADQUARTERS, ON
 TU2595'THE NORTHWEST END OF A LONG HILL OF ABOUT 3222 FEET ELEVATION,
 TU2595'CALLED MOANUIAHEA.  TWO POWER POLES OF A NORTHEAST-SOUTHWEST
 TU2595'POWER LINE ARE ON THE HILL NEAR THE STATION, AND A RADIO RELAY
 TU2595'STATION, WITH 2 TALL WOODEN ANTENNA POLES AND A SMALL BUILDING,
 TU2595'ARE JUST SOUTHEAST OF THE STATION.
 TU2595'
 TU2595'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON
 TU2595'STATE HIGHWAY 19 FOR 6.4 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2595'20.  CONTINUE ON STATE HIGHWAY 19 FOR 24.4 MILES TO MACADAM SIDE
 TU2595'ROAD LEFT AND SIGN HUEHUE RANCH.  TURN LEFT AND GO 0.1 MILE TO
 TU2595'LOCKED GATE.  (KEY WAS OBTAINED AT HOUSE TO RIGHT OF GATE).  PASS
 TU2595'THROUGH GATE AND GO 0.1 MILE TO SECOND GATE.  PASS THROUGH GATE
 TU2595'AND FOLLOW TRACK ROAD SOUTHEAST ALONG POWER LINE AND AROUND
 TU2595'RIGHT SIDE OF HILL, FOR 1.6 MILES TO SIDE ROAD LEFT.  TURN LEFT
 TU2595'AND GO UP STEEP ROAD FOR 0.3 MILE TO TOP OF HILL AND STATION.
 TU2595'
 TU2595'STATION MARK IS A STANDARD DISK STAMPED MOANUIAHEA 1948, CEMENTED
 TU2595'IN A DRILL HOLE IN A BEDROCK OUTCROP PROJECTING 6 INCHES FROM
 TU2595'GROUND.  ON SMALL GRASSY HUMP, 32.5 FEET WEST-NORTHWEST OF THE
 TU2595'NORTHWEST 1 OF 2 ANTENNA POLES, 38 FEET NORTHWEST OF EDGE OF
 TU2595'RADIO BUILDING, AND 18.0 FEET WEST OF POWER POLE 24.
 TU2595'
 TU2595'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOANUIAHEA
 TU2595'1 1948, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND,
 TU2595'HIDDEN IN HEAVY GRASS ON NORTHEAST EDGE OF HILL, 1 FOOT FROM
 TU2595'LEDGE, AND 2 FEET LOWER THAN STATION MARK.
 TU2595'
 TU2595'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOANUIAHEA 2
 TU2595'1948, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND AND
 TU2595'HIDDEN IN HEAVY GRASS, 2 FEET LOWER THAN STATION MARK.
 TU2595'
 TU2595'DRILL HOLE IS A SHALLOW, 1-INCH-DIAMETER, HOLE IN CENTER OF
 TU2595'A CHISELED CROSS IN ROCK FLUSH WITH GROUND, HIDDEN BY A COVER
 TU2595'OF HEAVY GRASS.  THE TOP OF THE ROCK IS BEGINNING TO DETERIORATE
 TU2595'DUE TO ROOT GROWTH ON IT.
 TU2595
 TU2595                          STATION RECOVERY (1968)
 TU2595
 TU2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2595'STATION WAS RECOVERED IN GOOD CONDITION (THE DRILL HOLE MENTIONED
 TU2595'IN THE ORIGINAL DESCRIPTION WAS NOT RECOVERED).
 TU2595'
 TU2595'LOCATION IS ABOUT 1.5 MILES SOUTHEASTWARD OF STATE ROUTE 19 AND
 TU2595'THE MAIN BUILDINGS OF THE HUEHUE RANCH (10.5 MILES NORTH OF
 TU2595'KAILUA-KONA).  ON THE WESTERLY END OF A PROMINENT GRASSY KNOLL WITH
 TU2595'A FLAT TOP ABOUT 80 FEET BY 40 FEET AND WHICH OVERLOOKS THE ENTIRE
 TU2595'SEACOAST FROM KEAUHOU TO KOHOLA.  A FENCE RUNNING EAST-WEST IS
 TU2595'SITUATED 300 FEET NORTH OF THE STATION.  THE HILL HAS UPON IT
 TU2595'SEVERAL WOODEN POWER LINE POLES AND A SMALL BUILDING USED TO
 TU2595'HOUSE A SUBSTATION.
 TU2595'
 TU2595'TO REACH THE STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH
 TU2595'ON STATE ROUTE 19 FOR 6.3 MILES TO JUNCTION WITH STATE ROUTE
 TU2595'20.  CONTINUE ON STATE ROUTE 19 FOR 24.2 MILES TO THE HUEHUE RANCH
 TU2595'DRIVEWAY ON LEFT.  ENTER DRIVEWAY, GO TO RIGHT OF GARAGE BUILDING
 TU2595'TOWARDS FRAME HOUSE.  PROCEED ON DIRT ROAD THROUGH LOCKED GATE
 TU2595'(KEY OBTAINED AT FRAME HOUSE TO RIGHT OF ROAD FROM RANCH
 TU2595'OWNER).  ROAD GOES UPHILL THROUGH UNLOCKED GATE TO BASE OF THE
 TU2595'HILL WHERE POWER LINE POLES CAN BE SEEN ON THE SIDE OF HILL.
 TU2595'FOLLOW ROUGH ROAD TO THE RIGHT AROUND BASE OF HILL FOR 200 YARDS
 TU2595'WHERE ROAD SWITCHES BACK TO THE LEFT AND BECOMES A JEEP TRAIL
 TU2595'FOR 250 YARDS TO THE TOP.
 TU2595'
 TU2595'STATION IS A STANDARD DISK STAMPED MOANUIAHEA, 1948 SET IN SOLID
 TU2595'ROCK 3 FEET LONG BY 2 FEET WIDE AND 6 INCHES ABOVE GROUND.  THERE
 TU2595'IS A SMALL PILE OF ROCKS SET AROUND THE STATION.
 TU2595'
 TU2595'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, ABOUT
 TU2595'2 FEET LOWER THAN THE STATION IN SOLID ROCK WHICH BARELY
 TU2595'PROTRUDES OUT OF THE HEAVY GROWTH OF GRASS.
 TU2595'
 TU2595'REFERENCE MARK NUMBER TWO IS A STANDARD DISK UNSTAMPED ABOUT
 TU2595'3 FEET LOWER THAN THE STATION SET IN SOLID ROCK WHICH IS ALSO
 TU2595'HIDDEN IN THE HEAVY GRASS.
 TU2595
 TU2595                          STATION RECOVERY (1972)
 TU2595
 TU2595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2595'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AS
 TU2595'DESCRIBED BY D.M. WHIPP (1967) IN GOOD CONDITION.  REFERENCE MARK
 TU2595'NO. 3 WAS SET AND ITS POSITION ESTABLISHED AS A LOCATION FOR A
 TU2595'HI-FIX ANTENNA.
 TU2595'
 TU2595'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MOANUIAHEA 3
 TU2595'1972 SET IN A CONCRETE MONUMENT FLUSH WITH THE SURROUNDING
 TU2595'GROUND.  IT IS SET IN THE MIDDLE OF AN OPEN GRASSY AREA
 TU2595'APPROXIMATELY 10 FEET BELOW THE STATION MARK.  A SMALL WOODEN
 TU2595'SHACK WAS ERECTED APPROXIMATELY 45 FEET WNW OF THE REFERENCE
 TU2595'MARK.
 TU2595'
 TU2595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2595'6.9 NM NNE OF KAILUA KONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2597 ***********************************************************************
 TU2597  DESIGNATION -  MOANUIAHEA 1948 RM 3 1972
 TU2597  PID         -  TU2597
 TU2597  STATE/COUNTY-  HI/HAWAII
 TU2597  USGS QUAD   -  KAILUA (1996)
 TU2597
 TU2597                         *CURRENT SURVEY CONTROL
 TU2597  ___________________________________________________________________
 TU2597* NAD 83(1993)-  19 44 18.70737(N)    155 57 10.34948(W)     ADJUSTED  
 TU2597* LOCAL TIDAL -       979.3    (meters)    3213.     (feet)  VERT ANG  
 TU2597  ___________________________________________________________________
 TU2597  EPOCH DATE  -        1993.62
 TU2597  LAPLACE CORR-          20.57  (seconds)                    DEFLEC99
 TU2597  GEOID HEIGHT-          20.53  (meters)                     GEOID03
 TU2597
 TU2597  HORZ ORDER  -  SECOND
 TU2597
 TU2597.The horizontal coordinates were established by classical geodetic methods
 TU2597.and adjusted by the National Geodetic Survey in December 1998..
 TU2597.The horizontal coordinates are valid at the epoch date displayed above.
 TU2597.The epoch date for horizontal control is a decimal equivalence
 TU2597.of Year/Month/Day.
 TU2597
 TU2597.The orthometric height was determined by vertical angle observations.
 TU2597
 TU2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2597
 TU2597.The geoid height was determined by GEOID03.
 TU2597
 TU2597;                    North         East     Units Scale Factor Converg.
 TU2597;SPC HI 1     -   100,261.222   452,531.404   MT  0.99999451   -0 09 10.6
 TU2597;UTM  05      - 2,185,242.634   190,500.558   MT  1.00078417   -0 59 53.0
 TU2597;UTM  04      - 2,185,417.611   819,385.219   MT  1.00086105   +1 01 47.9
 TU2597
 TU2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2597!SPC HI 1     -   0.99984286  x   0.99999451  =   0.99983737
 TU2597!UTM  05      -   0.99984286  x   1.00078417  =   1.00062690
 TU2597!UTM  04      -   0.99984286  x   1.00086105  =   1.00070377
 TU2597
 TU2597                          SUPERSEDED SURVEY CONTROL
 TU2597
 TU2597  NAD 83(1986)-  19 44 18.70436(N)    155 57 10.36248(W) AD(       ) 2
 TU2597  OLD HI      -  19 44 29.64050(N)    155 57 20.38637(W) AD(       ) 2
 TU2597
 TU2597.Superseded values are not recommended for survey control.
 TU2597.NGS no longer adjusts projects to the OLD HI datum.
 TU2597.See file dsdata.txt to determine how the superseded data were derived.
 TU2597
 TU2597_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9050185243(NAD 83)
 TU2597
 TU2597  HISTORY     - Date     Condition        Report By
 TU2597  HISTORY     - 1972     MONUMENTED       NGS
 TU2597
 TU2597                          STATION DESCRIPTION
 TU2597
 TU2597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 TU2597'SEE STATION MOANUIAHEA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1602 ***********************************************************************
 TU1602  DESIGNATION -  MODEL 1958
 TU1602  PID         -  TU1602
 TU1602  STATE/COUNTY-  HI/HONOLULU
 TU1602  USGS QUAD   -  KAENA (1983)
 TU1602
 TU1602                         *CURRENT SURVEY CONTROL
 TU1602  ___________________________________________________________________
 TU1602* NAD 83(1993)-  21 34 08.60293(N)    158 15 45.25925(W)     ADJUSTED  
 TU1602* LOCAL TIDAL -       290.     (meters)     951.     (feet)  SCALED    
 TU1602  ___________________________________________________________________
 TU1602  EPOCH DATE  -        1993.62
 TU1602  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 TU1602  GEOID HEIGHT-          14.57  (meters)                     GEOID03
 TU1602
 TU1602  HORZ ORDER  -  SECOND
 TU1602
 TU1602.The horizontal coordinates were established by classical geodetic methods
 TU1602.and adjusted by the National Geodetic Survey in December 1998..
 TU1602.The horizontal coordinates are valid at the epoch date displayed above.
 TU1602.The epoch date for horizontal control is a decimal equivalence
 TU1602.of Year/Month/Day.
 TU1602
 TU1602.The orthometric height was scaled from a topographic map.
 TU1602
 TU1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1602
 TU1602.The geoid height was determined by GEOID03.
 TU1602
 TU1602;                    North         East     Units Scale Factor Converg.
 TU1602;SPC HI 3     -    44,575.793   472,805.297   MT  0.99999913   -0 05 47.5
 TU1602;UTM  04      - 2,385,309.411   576,347.317   MT  0.99967202   +0 16 16.0
 TU1602
 TU1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1602!SPC HI 3     -   0.99995213  x   0.99999913  =   0.99995126
 TU1602!UTM  04      -   0.99995213  x   0.99967202  =   0.99962417
 TU1602
 TU1602:                Primary Azimuth Mark                     Grid Az
 TU1602:SPC HI 3     -  MANINI                                   055 54 36.8
 TU1602:UTM  04      -  MANINI                                   055 32 33.3
 TU1602
 TU1602|---------------------------------------------------------------------|
 TU1602| PID    Reference Object                     Distance      Geod. Az  |
 TU1602|                                                           dddmmss.s |
 TU1602| TU1592 MANINI                              APPROX. 0.8 KM 0554849.3 |
 TU1602| TU1593 CLIFF                               312.041 METERS 12822     |
 TU1602| TU1603 RAD                                   9.440 METERS 33136     |
 TU1602|---------------------------------------------------------------------|
 TU1602
 TU1602                          SUPERSEDED SURVEY CONTROL
 TU1602
 TU1602  NAD 83(1986)-  21 34 08.55209(N)    158 15 45.27143(W) AD(       ) 2
 TU1602  OLD HI      -  21 34 19.96287(N)    158 15 55.17691(W) AD(       ) 2
 TU1602
 TU1602.Superseded values are not recommended for survey control.
 TU1602.NGS no longer adjusts projects to the OLD HI datum.
 TU1602.See file dsdata.txt to determine how the superseded data were derived.
 TU1602
 TU1602_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7634785309(NAD 83)
 TU1602_MARKER: Z = SEE DESCRIPTION
 TU1602_SETTING: 0 = UNSPECIFIED SETTING
 TU1602
 TU1602  HISTORY     - Date     Condition        Report By
 TU1602  HISTORY     - 1958     MONUMENTED       CGS
 TU1602  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1602
 TU1602                          STATION DESCRIPTION
 TU1602
 TU1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1602'THE STATION IS ON KAENA POINT, OAHU ISLAND, HAWAII, ABOUT 2.8
 TU1602'MILES SOUTHEAST OF THE WEST END OF THE DILLINGHAM AIRFORCE BASE
 TU1602'RUNWAY, AND 1.6 MILE EAST OF KAENA POINT LIGHTHOUSE.
 TU1602'
 TU1602'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1602'NORTH FOR 6.9 MILES TO THE END OF THE PAVEMENT AND A CEMETARY ON
 TU1602'THE RIGHT, CONTINUE STRAIGHT AHEAD 1.5 MILE TO A T-INTERSECTION,
 TU1602'TURN RIGHT AND FOLLOW THE WINDING ROAD UP STEEP HILL FOR 1.6 MILES
 TU1602'TO THE TOP AND A T-INTERSECTION TURN LEFT AND GO 1.7 MILES TO
 TU1602'THE STATION ON THE LEFT AT THE RADAR STATION.
 TU1602'
 TU1602'THE STATION A STANDARD DISK STAMPED MODEL 1958 IS SET IN A
 TU1602'DRILL HOLE IN THE LARGE CONCRETE PLATFORM ON THE EAST SIDE OF THE
 TU1602'RADAR STATION ABOUT 25 FEET EAST AND IN FRONT OF THE DOOR LEADING
 TU1602'INTO THE TOWER, AND 1.0 FOOT WEST OF THE EAST EDGE OF THE
 TU1602'PLATFORM.
 TU1602'
 TU1602'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 TU1602
 TU1602                          STATION RECOVERY (1964)
 TU1602
 TU1602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1602'STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1537 ***********************************************************************
 TU1537  DESIGNATION -  MOK
 TU1537  PID         -  TU1537
 TU1537  STATE/COUNTY-  HI/HONOLULU
 TU1537  USGS QUAD   -  KAENA (1983)
 TU1537
 TU1537                         *CURRENT SURVEY CONTROL
 TU1537  ___________________________________________________________________
 TU1537* NAD 83(1993)-  21 34 53.60757(N)    158 10 24.56656(W)     ADJUSTED  
 TU1537* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1537  ___________________________________________________________________
 TU1537  EPOCH DATE  -        1993.62
 TU1537  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 TU1537  GEOID HEIGHT-          14.76  (meters)                     GEOID03
 TU1537
 TU1537  HORZ ORDER  -  THIRD
 TU1537
 TU1537.The horizontal coordinates were established by classical geodetic methods
 TU1537.and adjusted by the National Geodetic Survey in December 1998..
 TU1537.The horizontal coordinates are valid at the epoch date displayed above.
 TU1537.The epoch date for horizontal control is a decimal equivalence
 TU1537.of Year/Month/Day.
 TU1537
 TU1537.The orthometric height was scaled from a topographic map.
 TU1537
 TU1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1537
 TU1537.The geoid height was determined by GEOID03.
 TU1537
 TU1537;                    North         East     Units Scale Factor Converg.
 TU1537;SPC HI 3     -    45,947.077   482,033.056   MT  0.99999399   -0 03 49.7
 TU1537;UTM  04      - 2,386,739.441   585,563.177   MT  0.99969046   +0 18 14.5
 TU1537
 TU1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1537!SPC HI 3     -   0.99999737  x   0.99999399  =   0.99999136
 TU1537!UTM  04      -   0.99999737  x   0.99969046  =   0.99968783
 TU1537
 TU1537                          SUPERSEDED SURVEY CONTROL
 TU1537
 TU1537  NAD 83(1986)-  21 34 53.55870(N)    158 10 24.57857(W) AD(       ) 3
 TU1537  OLD HI      -  21 35 04.94300(N)    158 10 34.50200(W) AD(       ) 3
 TU1537
 TU1537.Superseded values are not recommended for survey control.
 TU1537.NGS no longer adjusts projects to the OLD HI datum.
 TU1537.See file dsdata.txt to determine how the superseded data were derived.
 TU1537
 TU1537_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8556386739(NAD 83)
 TU1537
 TU1537  HISTORY     - Date     Condition        Report By
 TU1537  HISTORY     - 1910     MONUMENTED       CGS
 TU1537  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1537  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1537
 TU1537                          STATION DESCRIPTION
 TU1537
 TU1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1537'ON A SAND HILL ON THE MOST PROMINENT POINT ABOUT 1/2 MILE
 TU1537'WEST OF MOKULEIA RAILWAY STATION AND ABOUT 100 METERS WEST OF
 TU1537'AN OLD BARN.  A ROADWAY CROSSES THE RAILROAD AND RUNS ALONG
 TU1537'THE FENCE WHICH IS JUST EAST OF OLD BARN.  MARKED
 TU1537'TEMPORARILY.  PERMANENT MARKS TO BE PUT IN BY COUNTY SURVEYOR.
 TU1537
 TU1537                          STATION RECOVERY (1932)
 TU1537
 TU1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1537'STATION DESTROYED.  THE PERMANENT MARK PROBABLY WAS NOT PUT IN.  A
 TU1537'SHORT PIECE OF 3/4-INCH PIPE WAS FOUND BURIED HORIZONTALLY
 TU1537'NEAR WHERE STATION SHOULD BE BUT NO OTHER MARKS COULD BE FOUND
 TU1537'AFTER CONSIDERABLE DIGGING.
 TU1537
 TU1537                          STATION RECOVERY (1965)
 TU1537
 TU1537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1537'THE SAND BEACH HAS RECEDED A CONSIDERABLE DISTANCE IN THIS
 TU1537'VICINITY.  THE DISTANCE AND AZIMUTH LAID OFF FROM STATION
 TU1537'DILLINGHAM PLACES THE STATION LOCATION OUT IN THE WATER.  STATION
 TU1537'IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1058 ***********************************************************************
 TU1058  DESIGNATION -  MOK 1965
 TU1058  PID         -  TU1058
 TU1058  STATE/COUNTY-  HI/HONOLULU
 TU1058  USGS QUAD   -  MOKAPU (1983)
 TU1058
 TU1058                         *CURRENT SURVEY CONTROL
 TU1058  ___________________________________________________________________
 TU1058* NAD 83(1993)-  21 27 10.86546(N)    157 44 02.17818(W)     ADJUSTED  
 TU1058* LOCAL TIDAL -        73.     (meters)     240.     (feet)  SCALED    
 TU1058  ___________________________________________________________________
 TU1058  EPOCH DATE  -        1993.62
 TU1058  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 TU1058  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU1058
 TU1058  HORZ ORDER  -  THIRD
 TU1058
 TU1058.The horizontal coordinates were established by classical geodetic methods
 TU1058.and adjusted by the National Geodetic Survey in December 1998..
 TU1058.No horizontal observational check was made to the station.
 TU1058.The horizontal coordinates are valid at the epoch date displayed above.
 TU1058.The epoch date for horizontal control is a decimal equivalence
 TU1058.of Year/Month/Day.
 TU1058
 TU1058.The orthometric height was scaled from a topographic map.
 TU1058
 TU1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1058
 TU1058.The geoid height was determined by GEOID03.
 TU1058
 TU1058;                    North         East     Units Scale Factor Converg.
 TU1058;SPC HI 3     -    31,728.251   527,578.002   MT  0.99999939   +0 05 50.3
 TU1058;UTM  04      - 2,372,815.909   631,187.035   MT  0.99981266   +0 27 47.2
 TU1058
 TU1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1058!SPC HI 3     -   0.99998613  x   0.99999939  =   0.99998552
 TU1058!UTM  04      -   0.99998613  x   0.99981266  =   0.99979879
 TU1058
 TU1058:                Primary Azimuth Mark                     Grid Az
 TU1058:SPC HI 3     -  PAPAA 2                                  215 02 13.3
 TU1058:UTM  04      -  PAPAA 2                                  214 40 16.4
 TU1058
 TU1058|---------------------------------------------------------------------|
 TU1058| PID    Reference Object                     Distance      Geod. Az  |
 TU1058|                                                           dddmmss.s |
 TU1058| TU1129 PAPAA 2                             APPROX. 4.1 KM 2150803.6 |
 TU1058| TU1059 MOK TRAVERSE POINT A 1965            22.778 METERS 35630     |
 TU1058|---------------------------------------------------------------------|
 TU1058
 TU1058                          SUPERSEDED SURVEY CONTROL
 TU1058
 TU1058  NAD 83(1986)-  21 27 10.81563(N)    157 44 02.18632(W) AD(       ) 3
 TU1058  OLD HI      -  21 27 22.23100(N)    157 44 12.07900(W) AD(       ) 3
 TU1058
 TU1058.Superseded values are not recommended for survey control.
 TU1058.NGS no longer adjusts projects to the OLD HI datum.
 TU1058.See file dsdata.txt to determine how the superseded data were derived.
 TU1058
 TU1058_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3118772816(NAD 83)
 TU1058_MARKER: Z = SEE DESCRIPTION
 TU1058_SETTING: 0 = UNSPECIFIED SETTING
 TU1058
 TU1058  HISTORY     - Date     Condition        Report By
 TU1058  HISTORY     - 1965     MONUMENTED       CGS
 TU1058
 TU1058                          STATION DESCRIPTION
 TU1058
 TU1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1058'STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF KAILUA, ON
 TU1058'THE KANEOHE MARINE CORPS AIR STATION, ON THE SOUTHWEST SLOPE OF
 TU1058'ULUPAU CRATER, AT ABOUT 400 FEET ELEVATION, ABOUT 25 YARDS WEST
 TU1058'OF THE BOTTOM TERMINAL OF THE CABLE LIFT RUNNING TO TOP OF
 TU1058'HILL, IN FRONT OF A CAVE WHICH HAS HUT J-2 STENCILLED ON THE
 TU1058'DOOR.
 TU1058'
 TU1058'STATION MAY BE REACHED BY OBTAINING PERMISSION AND DIRECTIONS
 TU1058'AT THE S-2 OFFICE IN THE BASE ADMINISTRATION BUILDING, NO. 215,
 TU1058'ON THE MARINE BASE.
 TU1058'
 TU1058'STATION MARK IS A STANDARD DISK, STAMPED MOK 1965, CEMENTED IN
 TU1058'A DRILL HOLE IN THE SOUTH END OF THE CONCRETE RAMP LEADING
 TU1058'THROUGH A CUT IN THE ROCK HILLSIDE TO CAVE DOOR.  IT IS 19
 TU1058'FEET SOUTH OF DOOR, 1 FOOT EAST OF CENTER LINE OF RAMP, 6 INCHES
 TU1058'NORTH FROM END OF RAMP, AND EVEN WITH BEGINNING OF ROCK CUT.
 TU1058'
 TU1058'MOK TRAVERSE POINT A IS A PUNCH MARK IN THE CONCRETE FLOOR OF THE
 TU1058'TUNNEL LEADING IN TO SEISMOGRAPH.  IT IS AT A BEND IN TUNNEL
 TU1058'WHERE IT CHANGES DIRECTION FROM NORTH TO NORTHEAST AND IS 0.8
 TU1058'FOOT NORTH OF THE NORTH EDGE OF A 2 X 2-FOOT IRON COVER-PLATE IN
 TU1058'THE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1059 ***********************************************************************
 TU1059  DESIGNATION -  MOK TRAVERSE POINT A 1965
 TU1059  PID         -  TU1059
 TU1059  STATE/COUNTY-  HI/HONOLULU
 TU1059  USGS QUAD   -  MOKAPU (1983)
 TU1059
 TU1059                         *CURRENT SURVEY CONTROL
 TU1059  ___________________________________________________________________
 TU1059* NAD 83(1993)-  21 27 11.60467(N)    157 44 02.22646(W)     ADJUSTED  
 TU1059* LOCAL TIDAL -        73.     (meters)     240.     (feet)  SCALED    
 TU1059  ___________________________________________________________________
 TU1059  EPOCH DATE  -        1993.62
 TU1059  LAPLACE CORR-          -7.82  (seconds)                    DEFLEC99
 TU1059  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU1059
 TU1059  HORZ ORDER  -  THIRD
 TU1059
 TU1059.The horizontal coordinates were established by classical geodetic methods
 TU1059.and adjusted by the National Geodetic Survey in December 1998..
 TU1059.No horizontal observational check was made to the station.
 TU1059.The horizontal coordinates are valid at the epoch date displayed above.
 TU1059.The epoch date for horizontal control is a decimal equivalence
 TU1059.of Year/Month/Day.
 TU1059
 TU1059.The orthometric height was scaled from a topographic map.
 TU1059
 TU1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1059
 TU1059.The geoid height was determined by GEOID03.
 TU1059
 TU1059;                    North         East     Units Scale Factor Converg.
 TU1059;SPC HI 3     -    31,750.984   527,576.573   MT  0.99999939   +0 05 50.3
 TU1059;UTM  04      - 2,372,838.629   631,185.461   MT  0.99981266   +0 27 47.2
 TU1059
 TU1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1059!SPC HI 3     -   0.99998613  x   0.99999939  =   0.99998552
 TU1059!UTM  04      -   0.99998613  x   0.99981266  =   0.99979879
 TU1059
 TU1059                          SUPERSEDED SURVEY CONTROL
 TU1059
 TU1059  NAD 83(1986)-  21 27 11.55484(N)    157 44 02.23460(W) AD(       ) 3
 TU1059  OLD HI      -  21 27 22.97000(N)    157 44 12.12700(W) AD(       ) 3
 TU1059
 TU1059.Superseded values are not recommended for survey control.
 TU1059.NGS no longer adjusts projects to the OLD HI datum.
 TU1059.See file dsdata.txt to determine how the superseded data were derived.
 TU1059
 TU1059_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3118572839(NAD 83)
 TU1059
 TU1059  HISTORY     - Date     Condition        Report By
 TU1059  HISTORY     - 1965     MONUMENTED       CGS
 TU1059
 TU1059                          STATION DESCRIPTION
 TU1059
 TU1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU1059'SEE STATION MOK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1056 ***********************************************************************
 TU1056  DESIGNATION -  MOKAPU RESET
 TU1056  PID         -  TU1056
 TU1056  STATE/COUNTY-  HI/HONOLULU
 TU1056  USGS QUAD   -  MOKAPU (1983)
 TU1056
 TU1056                         *CURRENT SURVEY CONTROL
 TU1056  ___________________________________________________________________
 TU1056* NAD 83(1993)-  21 27 15.39789(N)    157 43 54.77275(W)     ADJUSTED  
 TU1056* LOCAL TIDAL -       202.1    (meters)     663.     (feet)  VERT ANG  
 TU1056  ___________________________________________________________________
 TU1056  EPOCH DATE  -        1993.62
 TU1056  LAPLACE CORR-          -8.04  (seconds)                    DEFLEC99
 TU1056  GEOID HEIGHT-          15.23  (meters)                     GEOID03
 TU1056
 TU1056  HORZ ORDER  -  FIRST
 TU1056
 TU1056.The horizontal coordinates were established by classical geodetic methods
 TU1056.and adjusted by the National Geodetic Survey in December 1998..
 TU1056.The horizontal coordinates are valid at the epoch date displayed above.
 TU1056.The epoch date for horizontal control is a decimal equivalence
 TU1056.of Year/Month/Day.
 TU1056
 TU1056.The orthometric height was determined by vertical angle observations.
 TU1056
 TU1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1056
 TU1056.The geoid height was determined by GEOID03.
 TU1056
 TU1056;                    North         East     Units Scale Factor Converg.
 TU1056;SPC HI 3     -    31,868.015   527,790.984   MT  0.99999954   +0 05 53.0
 TU1056;UTM  04      - 2,372,957.005   631,399.081   MT  0.99981335   +0 27 50.0
 TU1056
 TU1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1056!SPC HI 3     -   0.99996584  x   0.99999954  =   0.99996538
 TU1056!UTM  04      -   0.99996584  x   0.99981335  =   0.99977920
 TU1056
 TU1056|---------------------------------------------------------------------|
 TU1056| PID    Reference Object                     Distance      Geod. Az  |
 TU1056|                                                           dddmmss.s |
 TU1056| CJ8853 MOKAPU RM 2                           4.348 METERS 03628     |
 TU1056| CJ8854 MOKAPU RESET RM 3                     5.040 METERS 08339     |
 TU1056| TU1008 MAKAPUU POINT LIGHT                 APPROX.18.1 KM 1515600.2 |
 TU1056| CJ8852 MOKAPU RM 1                           6.898 METERS 16031     |
 TU1056| CJ8855 MOKAPU RESET RM 4                    21.111 METERS 19009     |
 TU1056| TU1080 KANEOHE HAWAIIAN TEL MICROWAVE      APPROX. 4.4 KM 2162850.6 |
 TU1056| TU1101 RADIO TOWER 2                       APPROX. 8.0 KM 2483512.6 |
 TU1056| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX. 2.7 KM 2550546.1 |
 TU1056| TU1074 KANEOHE BAY E RADIO TOWER OF 3      APPROX. 2.2 KM 2624300.3 |
 TU1056|---------------------------------------------------------------------|
 TU1056
 TU1056                          SUPERSEDED SURVEY CONTROL
 TU1056
 TU1056  NAD 83(1986)-  21 27 15.34782(N)    157 43 54.78088(W) AD(       ) 1
 TU1056  OLD HI      -  21 27 26.77673(N)    157 44 04.66576(W) AD(       ) 1
 TU1056
 TU1056.Superseded values are not recommended for survey control.
 TU1056.NGS no longer adjusts projects to the OLD HI datum.
 TU1056.See file dsdata.txt to determine how the superseded data were derived.
 TU1056
 TU1056_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3139972957(NAD 83)
 TU1056_MARKER: DS = TRIANGULATION STATION DISK
 TU1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1056
 TU1056  HISTORY     - Date     Condition        Report By
 TU1056  HISTORY     - 1962     MONUMENTED       CGS
 TU1056  HISTORY     - 1963     GOOD             CGS
 TU1056  HISTORY     - 1969     GOOD             CGS
 TU1056  HISTORY     - 1975     GOOD             NGS
 TU1056
 TU1056                          STATION DESCRIPTION
 TU1056
 TU1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TU1056'IN 1962 THE HONOLULU DISTRICT OFFICE WAS NOTIFIED THAT THE MILITARY
 TU1056'PLANNED TO LEVEL OFF THE TOP OF ULUPAU HEAD AND THE STATION WOULD
 TU1056'BE DESTROYED.  PERSONNEL FROM THE HAWAII STATE SURVEY OFFICE
 TU1056'VISITED THE SITE AND REFERENCED THE STATION POINT.  AFTER THE
 TU1056'GRADING WAS FINISHED THEY ESTABLISHED MOKAPU RESET ON THE SAME
 TU1056'VERTICAL LINE, BUT ABOUT 20 FEET LOWER THAN THE ORIGINAL MARK.
 TU1056'SEE DESCRIPTION FOR MOKAPU RESET.
 TU1056
 TU1056                          STATION RECOVERY (1963)
 TU1056
 TU1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1056'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  WHEN
 TU1056'THE HILLTOP WAS TO BE CUT OFF AND LEVELED BY THE MILITARY IN 1962,
 TU1056'THE STATION POINT WAS REFERENCED BY PERSONNEL OF THE HAWAII STATE
 TU1056'SURVEY, UNDER THE SUPERVISION OF THE COAST AND GEODETIC
 TU1056'SURVEY.  UPON COMPLETION OF THE GRADING THE STATION WAS REMARKED
 TU1056'AT THE NEW, LOWER ELEVATION BY HAWAII STATE SURVEY PERSONNEL.
 TU1056'THEY ALSO ESTABLISHED TWO REFERENCE MARKS, NUMBERS THREE AND FOUR,
 TU1056'AND CONSTRUCTED A TYPE B SIGNAL OVER THE STATION MARK.  A
 TU1056'COMPLETE DESCRIPTION FOLLOWS--
 TU1056'
 TU1056'STATION IS LOCATED ABOUT 3 MILES AIRLINE NORTH OF KAILUA, ON THE
 TU1056'KANEOHE MARINE CORPS AIR STATION, ON THE SUMMIT OF ULUPAU HEAD.
 TU1056'
 TU1056'STATION MAY BE REACHED BY OBTAINING PERMISSION AND DIRECTIONS
 TU1056'AT THE S-2 OFFICE IN THE BASE ADMINISTRATION BUILDING, NO. 215,
 TU1056'ON THE MARINE BASE.  (NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED
 TU1056'IN ORDER TO DRIVE TO STATION).
 TU1056'
 TU1056'STATION MARK IS A STANDARD DISK STAMPED MOKAPU 1872 1962, SET IN
 TU1056'THE TOP OF A CONCRETE MONUMENT ABOUT 6 INCHES BELOW GROUND
 TU1056'LEVEL.  IT IS NEAR THE SOUTH END OF THE LONG, NARROW, FLAT TOP
 TU1056'OF THE HILL, 24 FEET WEST OF A FENCELINE, 100 FEET NORTH FROM
 TU1056'SOUTH END OF THE FENCE, AND AT THE SOUTH END OF A ROW OF PORTABLE
 TU1056'RADAR ANTENNAS.  THE 6-FOOT-SQUARE, CONCRETE FLOOR OF THE TYPE B
 TU1056'SIGNAL EXTENDS 6 INCHES ABOVE GROUND.
 TU1056'
 TU1056'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MOKAPU
 TU1056'1872 RESET 1962 NO 3, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 TU1056'DEAD-MAN ANCHOR OF THE TRAM CABLE.  IT IS 7.8 FEET NORTHEAST OF THE
 TU1056'SOUTHWEST END OF THE ANCHOR, 7.6 FEET WEST OF THE FENCE, AND 8
 TU1056'INCHES BELOW GROUND.
 TU1056'
 TU1056'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED MOKAPU 1872
 TU1056'RESET 1962 NO 4, CEMENTED IN A DRILL HOLE IN THE NORTH END OF A
 TU1056'12-FOOT SQUARE CONCRETE PLATFORM THAT HAS A SMALL BUILDING SETTING
 TU1056'ON IT, AND IS LOCATED AT THE EXTREME SOUTH END OF THE HILLTOP.
 TU1056
 TU1056                          STATION RECOVERY (1969)
 TU1056
 TU1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1056'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 TU1056'FOUND IN GOOD CONDITION.  A CONSIDERABLE DIFFERENCE WAS OBTAINED
 TU1056'IN THE DIRECTION TO REFERENCE MARK 3.  THIS WAS RECHECKED AT A
 TU1056'LATER DATE.  A NEW DESCRIPTION FOLLOWS.
 TU1056'
 TU1056'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF KAILUA, ON THE
 TU1056'KANEOHE MARINE CORPS AIR STATION AND ON THE SUMMIT OF ULUPAU HEAD.
 TU1056'
 TU1056'TO REACH THE STATION FROM THE INTERSECTION OF KANEOHE BAY DRIVE
 TU1056'AND MOKAPU BOULEVARD AT THE NORTH EDGE OF KAILUA, GO NORTHEASTERLY
 TU1056'ON MOKAPU BOULEVARD FOR 0.65 MILE TO THE GUARD GATE AT THE ENTRANCE
 TU1056'TO KANEOHE MARINE CORPS AIR STATION, CONTINUE AHEAD ON MOKAPU
 TU1056'BOULEVARD FOR 1.0 MILE TO HARRIS AVENUE ON THE RIGHT, TURN RIGHT
 TU1056'AND GO NORTH ON HARRIS AVENUE FOR 0.15 MILE TO IRWIN STREET,
 TU1056'TURN RIGHT AND GO EAST ON IRWIN STREET FOR 0.35 MILE TO THE END
 TU1056'OF THE PAVED STREET, BEAR LEFT AND CONTINUE ON A DIRT ROAD FOR
 TU1056'0.05 MILE TO A REVERSE FORK, CONTINUE AHEAD EASTERLY ON THE
 TU1056'SURFACED ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT, TURN SHARP
 TU1056'LEFT AND FOLLOW THE WINDING SURFACED ROAD FOR 0.7 MILE TO THE END
 TU1056'OF THE SURFACED ROAD AND A LOCKED CABLE GATE.  WITH A 4-WHEEL
 TU1056'DRIVE VEHICLE, PASS THROUGH THE GATE AND FOLLOW THE STEEP
 TU1056'BLADED ROAD FOR 0.6 MILE TO THE TOP OF THE HILL AND THE
 TU1056'STATION.  NOTE--THE KEY FOR THE LOCKED CABLE WAS OBTAINED FROM
 TU1056'THE PUBLIC WORKS BUILDING 352, WHICH IS ON THE AIR STATION.
 TU1056'
 TU1056'THE STATION MARK IS A STANDARD DISK STAMPED MOKAPU 1872 1962,
 TU1056'SET IN THE TOP OF A CONCRETE POST WHICH IS 6 INCHES BELOW THE
 TU1056'SURFACE OF THE GROUND.  THERE IS A TYPE B HAWAII TERRITORIAL
 TU1056'SURVEY SIGNAL CONSTRUCTED OVER THE MARK.  IT IS NEAR THE SOUTH
 TU1056'END OF THE LONG, FLAT TOPPED HILL AND 24 FEET WEST OF A FENCE.
 TU1056'
 TU1056'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MOKAPU NO 3 RESET
 TU1056'1962, SET IN A DRILL HOLE IN A CONCRETE DEADMAN ANCHOR OF A TRAM
 TU1056'CABLE.  IT IS 8 INCHES BELOW THE SURFACE OF THE GROUND AND 7 FEET
 TU1056'WEST OF THE FENCE.
 TU1056'
 TU1056'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MOKAPU NO 4 1872
 TU1056'RESET 1962, SET IN A DRILL HOLE AT THE NORTH EDGE OF A 12 X 12
 TU1056'FOOT CONCRETE FOUNDATION WHICH SUPPORTS A SMALL BUILDING.  IT IS
 TU1056'AT THE EXTREME SOUTH END OF THE HILL AND 16 FEET WEST OF THE
 TU1056'FENCE.
 TU1056'
 TU1056'THE DISTANCE BETWEEN REFERENCE MARK 3 AND REFERENCE MARK 4 IS
 TU1056'75.63 FEET OR 23.055 METERS.
 TU1056'
 TU1056'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 TU1056'
 TU1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1056'3 MILES NORTH OF KAILUA.
 TU1056
 TU1056                          STATION RECOVERY (1975)
 TU1056
 TU1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU1056'THE STATION AND REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 TU1056'CONDITION AS DESCRIBED IN 1969.  PERMISSION TO ENTER THE STATION
 TU1056'SITE AREA MUST BE OBTAINED FROM THE PROVOST MARSHALS
 TU1056'OFFICE.  BUILDING 576.  KANEOHE MARINE CORPS AIR STATION.
 TU1056'
 TU1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1056'3 MILES NORTH OF KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1073 ***********************************************************************
 TU1073  DESIGNATION -  MOKAPU WINDMILL 1
 TU1073  PID         -  TU1073
 TU1073  STATE/COUNTY-  HI/HONOLULU
 TU1073  USGS QUAD   -  MOKAPU (1983)
 TU1073
 TU1073                         *CURRENT SURVEY CONTROL
 TU1073  ___________________________________________________________________
 TU1073* NAD 83(1993)-  21 27 06.07436(N)    157 44 55.62151(W)     ADJUSTED  
 TU1073* LOCAL TIDAL -                                                        
 TU1073  ___________________________________________________________________
 TU1073  EPOCH DATE  -        1993.62
 TU1073  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 TU1073  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU1073
 TU1073  HORZ ORDER  -  THIRD
 TU1073
 TU1073.The horizontal coordinates were established by classical geodetic methods
 TU1073.and adjusted by the National Geodetic Survey in December 1998..
 TU1073.The horizontal coordinates are valid at the epoch date displayed above.
 TU1073.The epoch date for horizontal control is a decimal equivalence
 TU1073.of Year/Month/Day.
 TU1073
 TU1073
 TU1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1073
 TU1073.The geoid height was determined by GEOID03.
 TU1073
 TU1073;                    North         East     Units Scale Factor Converg.
 TU1073;SPC HI 3     -    31,578.354   526,039.468   MT  0.99999838   +0 05 30.7
 TU1073;UTM  04      - 2,372,656.223   629,649.779   MT  0.99980771   +0 27 27.6
 TU1073
 TU1073                          SUPERSEDED SURVEY CONTROL
 TU1073
 TU1073  NAD 83(1986)-  21 27 06.02500(N)    157 44 55.62926(W) AD(       ) 4
 TU1073  OLD HI      -  21 27 17.43800(N)    157 45 05.51900(W) AD(       ) 3
 TU1073
 TU1073.Superseded values are not recommended for survey control.
 TU1073.NGS no longer adjusts projects to the OLD HI datum.
 TU1073.See file dsdata.txt to determine how the superseded data were derived.
 TU1073
 TU1073_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2965072656(NAD 83)
 TU1073
 TU1073  HISTORY     - Date     Condition        Report By
 TU1073  HISTORY     - 1932     MONUMENTED       CGS
 TU1073  HISTORY     - 1944     SEE DESCRIPTION  USE
 TU1073  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1073
 TU1073                          STATION DESCRIPTION
 TU1073
 TU1073'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1073'ON THE N END OF MAKAPU PENINSULA, IN A SHALLOW POND (WHICH DRIES
 TU1073'IN CERTAIN SEASONS).  IT IS A 30-FOOT STEEL WINDMILL.  A 15-FOOT
 TU1073'WOODEN WATER TANK STANDS ABOUT 10 METERS SW OF THE STATION.
 TU1073'
 TU1073'HIGH-WATER LINE IS 265 METERS NNE FROM STATION.
 TU1073
 TU1073                          STATION RECOVERY (1944)
 TU1073
 TU1073'RECOVERY NOTE BY US ENGINEERS 1944
 TU1073'LETTER OF W.D. PATTERSON, SUPERVISOR, PACIFIC DISTRICT, HONOLULU,
 TU1073'T.H., DATED 6/15/44--
 TU1073'
 TU1073'STATION DESTROYED.
 TU1073
 TU1073                          STATION RECOVERY (1963)
 TU1073
 TU1073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1073'STATION IS DESTROYED.  ALSO REPORTED DESTROYED IN 1944.  THE
 TU1073'WINDMILL WAS IN AN AREA THAT IS NOW PART OF THE KANEOHE MARINE
 TU1073'CORPS AIR STATION GOLF COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1065 ***********************************************************************
 TU1065  DESIGNATION -  MOKAPU WINDMILL 2
 TU1065  PID         -  TU1065
 TU1065  STATE/COUNTY-  HI/HONOLULU
 TU1065  USGS QUAD   -  MOKAPU (1983)
 TU1065
 TU1065                         *CURRENT SURVEY CONTROL
 TU1065  ___________________________________________________________________
 TU1065* NAD 83(1993)-  21 27 02.55926(N)    157 44 36.15396(W)     ADJUSTED  
 TU1065* LOCAL TIDAL -                                                        
 TU1065  ___________________________________________________________________
 TU1065  EPOCH DATE  -        1993.62
 TU1065  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 TU1065  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1065
 TU1065  HORZ ORDER  -  THIRD
 TU1065
 TU1065.The horizontal coordinates were established by classical geodetic methods
 TU1065.and adjusted by the National Geodetic Survey in December 1998..
 TU1065.The horizontal coordinates are valid at the epoch date displayed above.
 TU1065.The epoch date for horizontal control is a decimal equivalence
 TU1065.of Year/Month/Day.
 TU1065
 TU1065
 TU1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1065
 TU1065.The geoid height was determined by GEOID03.
 TU1065
 TU1065;                    North         East     Units Scale Factor Converg.
 TU1065;SPC HI 3     -    31,471.151   526,600.170   MT  0.99999874   +0 05 37.9
 TU1065;UTM  04      - 2,372,552.622   630,211.048   MT  0.99980951   +0 27 34.6
 TU1065
 TU1065                          SUPERSEDED SURVEY CONTROL
 TU1065
 TU1065  NAD 83(1986)-  21 27 02.50973(N)    157 44 36.16196(W) AD(       ) 4
 TU1065  OLD HI      -  21 27 13.92300(N)    157 44 46.05700(W) AD(       ) 3
 TU1065
 TU1065.Superseded values are not recommended for survey control.
 TU1065.NGS no longer adjusts projects to the OLD HI datum.
 TU1065.See file dsdata.txt to determine how the superseded data were derived.
 TU1065
 TU1065_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3021172553(NAD 83)
 TU1065
 TU1065  HISTORY     - Date     Condition        Report By
 TU1065  HISTORY     - 1932     MONUMENTED       CGS
 TU1065  HISTORY     - 1944     SEE DESCRIPTION  USE
 TU1065  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1065
 TU1065                          STATION DESCRIPTION
 TU1065
 TU1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1065'WINDMILL IS 300 METERS S OF THE MOST S POINT ON THE N SIDE OF
 TU1065'MOKAPU PENINSULA.  IT IS A SMALL DILAPIDATED, WOODEN WINDMILL,
 TU1065'ABOUT 20 FEET TALL.  THE FOUR LEGS REST ON CONCRETE BLOCKS.  A
 TU1065'SMALL WOODEN WATER TANK OF EQUAL HEIGHT STANDS 4 METERS NNW ON A
 TU1065'CONCRETE BASE.  THREE CONCRETE FLOORS OF FEEDING PENS ARE 5
 TU1065'METERS S AND E OF STATION.
 TU1065
 TU1065                          STATION RECOVERY (1944)
 TU1065
 TU1065'RECOVERY NOTE BY US ENGINEERS 1944
 TU1065'LETTER OF W.D. PATTERSON, SUPERVISOR, PACIFIC DISTRICT, HONOLULU,
 TU1065'T.H. DATED 6/19/44--
 TU1065'
 TU1065'STATION DESTROYED.
 TU1065
 TU1065                          STATION RECOVERY (1963)
 TU1065
 TU1065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1065'STATION IS DESTROYED.  ALSO REPORTED DESTROYED IN 1944.  THIS
 TU1065'WINDMILL WAS IN AN AREA THAT IS NOW PART OF THE KANEOHE MARINE
 TU1065'CORPS AIR STATION GOLF COURSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1062 ***********************************************************************
 TU1062  DESIGNATION -  MOKAPU WINDMILL 3
 TU1062  PID         -  TU1062
 TU1062  STATE/COUNTY-  HI/HONOLULU
 TU1062  USGS QUAD   -  MOKAPU (1983)
 TU1062
 TU1062                         *CURRENT SURVEY CONTROL
 TU1062  ___________________________________________________________________
 TU1062* NAD 83(1993)-  21 26 44.50074(N)    157 44 13.83636(W)     ADJUSTED  
 TU1062* LOCAL TIDAL -                                                        
 TU1062  ___________________________________________________________________
 TU1062  EPOCH DATE  -        1993.62
 TU1062  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 TU1062  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1062
 TU1062  HORZ ORDER  -  THIRD
 TU1062
 TU1062.The horizontal coordinates were established by classical geodetic methods
 TU1062.and adjusted by the National Geodetic Survey in December 1998..
 TU1062.The horizontal coordinates are valid at the epoch date displayed above.
 TU1062.The epoch date for horizontal control is a decimal equivalence
 TU1062.of Year/Month/Day.
 TU1062
 TU1062
 TU1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1062
 TU1062.The geoid height was determined by GEOID03.
 TU1062
 TU1062;                    North         East     Units Scale Factor Converg.
 TU1062;SPC HI 3     -    30,916.803   527,243.693   MT  0.99999917   +0 05 45.9
 TU1062;UTM  04      - 2,372,002.496   630,857.974   MT  0.99981160   +0 27 42.4
 TU1062
 TU1062                          SUPERSEDED SURVEY CONTROL
 TU1062
 TU1062  NAD 83(1986)-  21 26 44.45121(N)    157 44 13.84399(W) AD(       ) 4
 TU1062  OLD HI      -  21 26 55.86600(N)    157 44 23.73500(W) AD(       ) 3
 TU1062
 TU1062.Superseded values are not recommended for survey control.
 TU1062.NGS no longer adjusts projects to the OLD HI datum.
 TU1062.See file dsdata.txt to determine how the superseded data were derived.
 TU1062
 TU1062_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3085872002(NAD 83)
 TU1062
 TU1062  HISTORY     - Date     Condition        Report By
 TU1062  HISTORY     - 1932     MONUMENTED       CGS
 TU1062  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1062
 TU1062                          STATION DESCRIPTION
 TU1062
 TU1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1062'ON KANEOHE RANCH, NEAR E SIDE OF PENINSULA, AND S OF THE HIGHEST
 TU1062'POINT OF ULAPOU CRATER.  IT IS A 30-FOOT WINDMILL.  A CIRCULAR
 TU1062'CONCRETE WATERING TANK, 5 METER IN DIAMETER AND 2 FEET HIGH, IS
 TU1062'11 METERS S OF THE STATION.  A LARGE DRY WELL IS ABOUT 5 METERS
 TU1062'SSE OF THE STATION.  TWO SMALL GREEN BUILDINGS ARE ABOUT 100
 TU1062'METERS SW OF THE STATION.
 TU1062
 TU1062                          STATION RECOVERY (1963)
 TU1062
 TU1062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1062'STATION IS DESTROYED.  ALSO REPORTED DESTROYED IN 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1312 ***********************************************************************
 TU1312  DESIGNATION -  MOKAUEA
 TU1312  PID         -  TU1312
 TU1312  STATE/COUNTY-  HI/HONOLULU
 TU1312  USGS QUAD   -  HONOLULU (1983)
 TU1312
 TU1312                         *CURRENT SURVEY CONTROL
 TU1312  ___________________________________________________________________
 TU1312* NAD 83(1993)-  21 20 26.09642(N)    157 51 58.88298(W)     ADJUSTED  
 TU1312* LOCAL TIDAL -        74.     (meters)     243.     (feet)  SCALED    
 TU1312  ___________________________________________________________________
 TU1312  EPOCH DATE  -        1993.62
 TU1312  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 TU1312  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU1312
 TU1312  HORZ ORDER  -  THIRD
 TU1312
 TU1312.The horizontal coordinates were established by classical geodetic methods
 TU1312.and adjusted by the National Geodetic Survey in December 1998..
 TU1312.The horizontal coordinates are valid at the epoch date displayed above.
 TU1312.The epoch date for horizontal control is a decimal equivalence
 TU1312.of Year/Month/Day.
 TU1312
 TU1312.The orthometric height was scaled from a topographic map.
 TU1312
 TU1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1312
 TU1312.The geoid height was determined by GEOID03.
 TU1312
 TU1312;                    North         East     Units Scale Factor Converg.
 TU1312;SPC HI 3     -    19,261.694   513,863.086   MT  0.99999237   +0 02 55.1
 TU1312;UTM  04      - 2,360,264.827   617,554.572   MT  0.99977076   +0 24 45.3
 TU1312
 TU1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1312!SPC HI 3     -   0.99998588  x   0.99999237  =   0.99997825
 TU1312!UTM  04      -   0.99998588  x   0.99977076  =   0.99975664
 TU1312
 TU1312|---------------------------------------------------------------------|
 TU1312| PID    Reference Object                     Distance      Geod. Az  |
 TU1312|                                                           dddmmss.s |
 TU1312| CJ8856 MOKAUEA RM 1                          9.592 METERS 00249     |
 TU1312| CJ8857 MOKAUEA RM 2                          7.732 METERS 08136     |
 TU1312| TU1299 HONOLULU HAWAII ELEC N TW STK       APPROX. 3.9 KM 1752905.6 |
 TU1312| TU1330 SAND IS COAST GUARD STATION FP      APPROX. 3.8 KM 1884836.0 |
 TU1312| TU1357 SAND IS ARTILLERY FIRE CONT TR      APPROX. 4.4 KM 1902523.2 |
 TU1312| TU1329 HONOLULU BOARD WTR SUPPLY STK       APPROX. 1.5 KM 2020237.8 |
 TU1312| TU1365 OAHU JAIL FLAG                      APPROX. 2.1 KM 2362957.3 |
 TU1312| TU1359 HAUIKI 1928                         APPROX. 1.1 KM 2944255.2 |
 TU1312|---------------------------------------------------------------------|
 TU1312
 TU1312                          SUPERSEDED SURVEY CONTROL
 TU1312
 TU1312  NAD 83(1986)-  21 20 26.04604(N)    157 51 58.89229(W) AD(       ) 3
 TU1312  OLD HI      -  21 20 37.43300(N)    157 52 08.77200(W) AD(       ) 3
 TU1312
 TU1312.Superseded values are not recommended for survey control.
 TU1312.NGS no longer adjusts projects to the OLD HI datum.
 TU1312.See file dsdata.txt to determine how the superseded data were derived.
 TU1312
 TU1312_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1755560265(NAD 83)
 TU1312
 TU1312  HISTORY     - Date     Condition        Report By
 TU1312  HISTORY     - 1928     MONUMENTED       CGS
 TU1312  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1312  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1312
 TU1312                          STATION DESCRIPTION
 TU1312
 TU1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1312'STATION IS ON OAHU ISLAND ABOUT 2-1/4 MILES NORTHWEST OF CENTER OF
 TU1312'HONOLULU ON RIDGE SE OF KALIHI VALLEY.  TO GET TO THE STATION FROM
 TU1312'THE INTERSECTION OF SCHOOL STREET AND KALIHI STREET - GO NORTHWEST
 TU1312'ON KALIHI STREET APPROXIMATELY 0.5 MILES TO AKAHI STREET.  TURN
 TU1312'RIGHT ON AKAHI STREET AND GO TO THE END OF THE STREET AT THE FOOT
 TU1312'OF A RIDGE.  CLIMB RIDGE AND WALK SW ALONG RIDGE.  STATION IS
 TU1312'APPROXIMATELY 50 FEET SW OF A CHICKEN COOP.  IT IS A TYPE C
 TU1312'MARK, ON RIDGE IMMEDIATELY BEHIND HOUSE NO 1931 KALIHI ST.
 TU1312'STATION RECOVERED IN GOOD CONDITION.
 TU1312
 TU1312                          STATION RECOVERY (1963)
 TU1312
 TU1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1312'A TYPE C, HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED IN
 TU1312'GOOD CONDITION.
 TU1312'
 TU1312'TWO NEW REFERENCE MARKS, NUMBERS ONE AND TWO, WERE
 TU1312'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1312'
 TU1312'STATION IS LOCATED ABOUT 2-1/2 MILES AIRLINE NORTH OF THE
 TU1312'FEDERAL BUILDING IN HONOLULU, IN THE KALIHI DISTRICT, AT ABOUT
 TU1312'240 FEET ELEVATION, ON THE SOUTHWEST END OF THE RIDGE ON THE
 TU1312'SOUTHEAST SIDE OF LIKELIKE HIGHWAY, AND ABOUT 700 FEET NORTHEAST
 TU1312'FROM THE INTERSECTION OF LIKELIKE HIGHWAY AND KALIHI STREET.
 TU1312'
 TU1312'TO REACH STATION FROM THE INTERSECTION OF LIKELIKE HIGHWAY
 TU1312'AND SCHOOL STREET IN KALIHI, GO NORTHEAST ON LIKELIKE HIGHWAY
 TU1312'FOR 0.25 MILE.  TAKE RIGHT FORK AND GO 0.15 MILE ON KALIHI
 TU1312'STREET TO CROSSROAD WHERE AKAHI STREET GOES LEFT.  TURN RIGHT
 TU1312'AND FOLLOW HARD-SURFACED ROAD UP STEEP HILL FOR 0.1 MILE TO END
 TU1312'OF ROAD IN A YARD.  PASS TO LEFT OF HOUSE AND PACK SOUTHWEST
 TU1312'ALONG TOP OF RIDGE FOR ABOUT 75 YARDS TO STATION.
 TU1312'
 TU1312'STATION IS CENTER OF 2-1/2-INCH IRON PIPE THAT PROJECTS 2.3
 TU1312'FEET FROM THE CENTER OF A 6-FOOT-SQUARE, CONCRETE FLOOR.  IT
 TU1312'IS 75 YARDS SOUTHWEST OF HOUSE AND AT THE SOUTHEAST SIDE OF AN
 TU1312'OLD FENCE LINE.
 TU1312'
 TU1312'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MAKAUEA
 TU1312'NO 1 1928 1963, CEMENTED IN A DRILL HOLE IN A BLACK BEDROCK LEDGE
 TU1312'UNDER THE SOUTHWEST SIDE OF A TREE.  IT IS 5 FEET SOUTHWEST OF
 TU1312'CENTER OF TREE CLUMP, 18 FEET NORTHWEST OF A TRAIL AND ABOUT 2
 TU1312'FEET LOWER THAN TOP OF STATION PLATFORM.
 TU1312'
 TU1312'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MAKAUEA NO
 TU1312'2 1928 1963, CEMENTED IN A DRILL HOLE IN A 1 X 3-FOOT BLACK
 TU1312'BEDROCK OUTCROP THAT PROJECTS 6 INCHES.  IT IS 20 FEET SOUTHEAST
 TU1312'OF THE TRAIL AND 1.7 FEET LOWER THAN STATION PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3352 ***********************************************************************
 TU3352  DESIGNATION -  MOKOHOLA 2 1962
 TU3352  PID         -  TU3352
 TU3352  STATE/COUNTY-  HI/MAUI
 TU3352  USGS QUAD   -  
 TU3352
 TU3352                         *CURRENT SURVEY CONTROL
 TU3352  ___________________________________________________________________
 TU3352* NAD 83(1993)-  21 10 17.82940(N)    156 52 32.51073(W)     ADJUSTED  
 TU3352* LOCAL TIDAL -         6.     (meters)      20.     (feet)  VERT ANG  
 TU3352  ___________________________________________________________________
 TU3352  EPOCH DATE  -        1993.62
 TU3352  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 TU3352  GEOID HEIGHT-          15.05  (meters)                     GEOID03
 TU3352
 TU3352  HORZ ORDER  -  SECOND
 TU3352
 TU3352.The horizontal coordinates were established by classical geodetic methods
 TU3352.and adjusted by the National Geodetic Survey in December 1998..
 TU3352.The horizontal coordinates are valid at the epoch date displayed above.
 TU3352.The epoch date for horizontal control is a decimal equivalence
 TU3352.of Year/Month/Day.
 TU3352
 TU3352.The orthometric height was determined by vertical angle observations.
 TU3352.No vertical observational check was made to the station.
 TU3352
 TU3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3352
 TU3352.The geoid height was determined by GEOID03.
 TU3352
 TU3352;                    North         East     Units Scale Factor Converg.
 TU3352;SPC HI 2     -    92,821.064   478,292.616   MT  0.99997249   -0 04 31.8
 TU3352;UTM  04      - 2,342,618.583   720,560.500   MT  1.00020119   +0 46 03.1
 TU3352
 TU3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3352!SPC HI 2     -   0.99999669  x   0.99997249  =   0.99996918
 TU3352!UTM  04      -   0.99999669  x   1.00020119  =   1.00019788
 TU3352
 TU3352:                Primary Azimuth Mark                     Grid Az
 TU3352:SPC HI 2     -  MOLOKAI LIGHTHOUSE                       293 22 13.6
 TU3352:UTM  04      -  MOLOKAI LIGHTHOUSE                       292 31 38.7
 TU3352
 TU3352|---------------------------------------------------------------------|
 TU3352| PID    Reference Object                     Distance      Geod. Az  |
 TU3352|                                                           dddmmss.s |
 TU3352| TU3368 MOLOKAI LIGHTHOUSE                  APPROX.10.6 KM 2931741.8 |
 TU3352|---------------------------------------------------------------------|
 TU3352
 TU3352                          SUPERSEDED SURVEY CONTROL
 TU3352
 TU3352  NAD 83(1986)-  21 10 17.79169(N)    156 52 32.45696(W) AD(       ) 2
 TU3352  OLD HI      -  21 10 29.26400(N)    156 52 42.57800(W) AD(       ) 2
 TU3352
 TU3352.Superseded values are not recommended for survey control.
 TU3352.NGS no longer adjusts projects to the OLD HI datum.
 TU3352.See file dsdata.txt to determine how the superseded data were derived.
 TU3352
 TU3352_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2056042619(NAD 83)
 TU3352_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3352_SETTING: 80 = SET IN A BOULDER
 TU3352_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3352
 TU3352  HISTORY     - Date     Condition        Report By
 TU3352  HISTORY     - 1962     MONUMENTED       CGS
 TU3352  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3352
 TU3352                          STATION DESCRIPTION
 TU3352
 TU3352'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3352'STATION IS LOCATED ABOUT 7 MILES AIRLINE EAST OF KALAUPAPA AND 1
 TU3352'1/2 MILES NORTH-NORTHWEST OF UMILEHI POINT AND IN ABOUT THE
 TU3352'CENTER OF MOKOHOLA ISLAND, A BARE ROCK ABOUT 250 FEET LONG AND
 TU3352'80 FEET WIDE.
 TU3352'
 TU3352'THE ONLY WAY TO REACH THE STATION IS EITHER BY HELLICOPTER OR BY
 TU3352'SKIFF.
 TU3352'
 TU3352'THE STATION IS A STANDARD DISK STAMPED, MOKOHOLA 2 1962, CEMENTED
 TU3352'IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE ROCK.  IT IS
 TU3352'FLUSH WITH THE SURFACE OF THE ROCK AND 7.5 FEET NORTHWEST OF A
 TU3352'LEDGE THAT DROPS ABOUT FIVE FEET.
 TU3352'
 TU3352'NOTE.  THE WATER AROUND THIS ROCK IS USUALLY VERY ROUGH.
 TU3352
 TU3352                          STATION RECOVERY (1968)
 TU3352
 TU3352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU3352'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TU3352'
 TU3352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3352'7 MILES E. OF KALAUPAPA, MOLOKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3374 ***********************************************************************
 TU3374  DESIGNATION -  MOKOHOLA HIGS 1962
 TU3374  PID         -  TU3374
 TU3374  STATE/COUNTY-  HI/MAUI
 TU3374  USGS QUAD   -  
 TU3374
 TU3374                         *CURRENT SURVEY CONTROL
 TU3374  ___________________________________________________________________
 TU3374* NAD 83(1993)-  21 10 17.51956(N)    156 52 32.09689(W)     ADJUSTED  
 TU3374* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU3374  ___________________________________________________________________
 TU3374  EPOCH DATE  -        1993.62
 TU3374  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 TU3374  GEOID HEIGHT-          15.05  (meters)                     GEOID03
 TU3374
 TU3374  HORZ ORDER  -  SECOND
 TU3374
 TU3374.The horizontal coordinates were established by classical geodetic methods
 TU3374.and adjusted by the National Geodetic Survey in December 1998..
 TU3374.The horizontal coordinates are valid at the epoch date displayed above.
 TU3374.The epoch date for horizontal control is a decimal equivalence
 TU3374.of Year/Month/Day.
 TU3374
 TU3374.The orthometric height was scaled from a topographic map.
 TU3374
 TU3374.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3374
 TU3374.The geoid height was determined by GEOID03.
 TU3374
 TU3374;                    North         East     Units Scale Factor Converg.
 TU3374;SPC HI 2     -    92,811.520   478,304.541   MT  0.99997248   -0 04 31.6
 TU3374;UTM  04      - 2,342,609.212   720,572.567   MT  1.00020126   +0 46 03.2
 TU3374
 TU3374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3374!SPC HI 2     -   0.99999732  x   0.99997248  =   0.99996980
 TU3374!UTM  04      -   0.99999732  x   1.00020126  =   1.00019858
 TU3374
 TU3374                          SUPERSEDED SURVEY CONTROL
 TU3374
 TU3374  NAD 83(1986)-  21 10 17.48186(N)    156 52 32.04312(W) AD(       ) 2
 TU3374  OLD HI      -  21 10 28.95400(N)    156 52 42.16400(W) AD(       ) 2
 TU3374
 TU3374.Superseded values are not recommended for survey control.
 TU3374.NGS no longer adjusts projects to the OLD HI datum.
 TU3374.See file dsdata.txt to determine how the superseded data were derived.
 TU3374
 TU3374_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2057342609(NAD 83)
 TU3374
 TU3374  HISTORY     - Date     Condition        Report By
 TU3374  HISTORY     - 1962     MONUMENTED       HIGS
 TU3374  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3374
 TU3374                          STATION DESCRIPTION
 TU3374
 TU3374'DESCRIBED BY HAWAII GEODETIC SURVEY 1962 (HJS)
 TU3374'A MARK CONSISTING OF A TIN PIPE FILLED WITH CONCRETE WAS
 TU3374'RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3374'
 TU3374'STATION IS LOCATED ABOUT 7 MILES AIRLINE EAST OF KALAUPAPA AND
 TU3374'1/4 MILE NORTH-NORTHWEST OF UMILEHI POINT, ON THE HIGHEST POINT
 TU3374'OF MOKOHOLA ISLAND, A NARROW BARE NORTHWEST-SOUTHEAST ROCK ABOUT
 TU3374'250 FEET LONG AND 80 FEET WIDE, WITH THE HIGHEST POINT BEING ABOUT
 TU3374'25 FEET ABOVE WATER LINE.
 TU3374'
 TU3374'STATION WAS REACHED BY SKIFF AND ALSO BY HELICOPTER.
 TU3374'
 TU3374'STATION MARK IS A 6-INCH-DIAMETER TIN PIPE, FILLED WITH CONCRETE,
 TU3374'AND PROJECTING 6 INCHES ABOVE SURROUNDING ROCK.  THE LETTERS AEM
 TU3374'ARE INSCRIBED IN THE CONCRETE.  STATION IS ON THE SOUTHEAST END OF
 TU3374'THE ROCK ON THE HIGHEST POINT AND NEAR THE WEST EDGE OF A
 TU3374'LEDGE.  BECAUSE OF ITS LOCATION MAKING IT VERY DIFFICULT TO
 TU3374'OCCUPY, A NEW STATION, MOKOHOLA 2, WAS ESTABLISHED.  SEE
 TU3374'DESCRIPTION FOR THAT STATION.
 TU3374
 TU3374                          STATION RECOVERY (1968)
 TU3374
 TU3374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU3374'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TU3374'
 TU3374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3374'7 MILES E. OF KALAUPAPA, MOLOKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1053 ***********************************************************************
 TU1053  DESIGNATION -  MOKOLEA ROCK HIGHEST PART
 TU1053  PID         -  TU1053
 TU1053  STATE/COUNTY-  HI/HONOLULU
 TU1053  USGS QUAD   -  MOKAPU (1983)
 TU1053
 TU1053                         *CURRENT SURVEY CONTROL
 TU1053  ___________________________________________________________________
 TU1053* NAD 83(1993)-  21 25 55.03244(N)    157 43 10.33900(W)     ADJUSTED  
 TU1053* LOCAL TIDAL -                                                        
 TU1053  ___________________________________________________________________
 TU1053  EPOCH DATE  -        1993.62
 TU1053  LAPLACE CORR-          -8.69  (seconds)                    DEFLEC99
 TU1053  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU1053
 TU1053  HORZ ORDER  -  THIRD
 TU1053
 TU1053.The horizontal coordinates were established by classical geodetic methods
 TU1053.and adjusted by the National Geodetic Survey in December 1998..
 TU1053.The horizontal coordinates are valid at the epoch date displayed above.
 TU1053.The epoch date for horizontal control is a decimal equivalence
 TU1053.of Year/Month/Day.
 TU1053
 TU1053
 TU1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1053
 TU1053.The geoid height was determined by GEOID03.
 TU1053
 TU1053;                    North         East     Units Scale Factor Converg.
 TU1053;SPC HI 3     -    29,398.511   529,074.759   MT  1.00000044   +0 06 08.9
 TU1053;UTM  04      - 2,370,496.197   632,698.349   MT  0.99981759   +0 28 04.6
 TU1053
 TU1053                          SUPERSEDED SURVEY CONTROL
 TU1053
 TU1053  NAD 83(1986)-  21 25 54.98290(N)    157 43 10.34636(W) AD(       ) 4
 TU1053  OLD HI      -  21 26 06.38500(N)    157 43 20.23100(W) AD(       ) 3
 TU1053
 TU1053.Superseded values are not recommended for survey control.
 TU1053.NGS no longer adjusts projects to the OLD HI datum.
 TU1053.See file dsdata.txt to determine how the superseded data were derived.
 TU1053
 TU1053_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3269870496(NAD 83)
 TU1053
 TU1053  HISTORY     - Date     Condition        Report By
 TU1053  HISTORY     - 1926     MONUMENTED       CGS
 TU1053  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1053
 TU1053                          STATION DESCRIPTION
 TU1053
 TU1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1053'ON SOUTHEAST COAST OF OAHU, IN KAILUA BAY, SOUTH OF MOKAPU POINT.
 TU1053'STATION IS HIGHEST POINT OF A STEEP, SHARP ROCK OF SAME NAME.
 TU1053
 TU1053                          STATION RECOVERY (1965)
 TU1053
 TU1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1053'STATION WAS RECOVERED AS DESCRIBED.  IT IS A LONE ROCK, SHOWN AS
 TU1053'53 FEET ELEVATION ON USGS TOPOGRAPHIC MAP, LOCATED IN KAILUA BAY,
 TU1053'OFF THE EAST END OF THE KANEOHE MARINE CORPS AIR STATION, ABOUT
 TU1053'1-3/4 MILES SOUTH OF MOKAPU POINT AND 1-1/2 MILES
 TU1053'EAST-NORTHEAST OF KAPOHO POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1456 ***********************************************************************
 TU1456  DESIGNATION -  MOKOLII ISLAND
 TU1456  PID         -  TU1456
 TU1456  STATE/COUNTY-  HI/HONOLULU
 TU1456  USGS QUAD   -  KAHANA (1983)
 TU1456
 TU1456                         *CURRENT SURVEY CONTROL
 TU1456  ___________________________________________________________________
 TU1456* NAD 83(1993)-  21 30 34.45481(N)    157 49 46.12333(W)     ADJUSTED  
 TU1456* LOCAL TIDAL -                                                        
 TU1456  ___________________________________________________________________
 TU1456  EPOCH DATE  -        1993.62
 TU1456  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 TU1456  GEOID HEIGHT-          15.20  (meters)                     GEOID03
 TU1456
 TU1456  HORZ ORDER  -  THIRD
 TU1456
 TU1456.The horizontal coordinates were established by classical geodetic methods
 TU1456.and adjusted by the National Geodetic Survey in December 1998..
 TU1456.The horizontal coordinates are valid at the epoch date displayed above.
 TU1456.The epoch date for horizontal control is a decimal equivalence
 TU1456.of Year/Month/Day.
 TU1456
 TU1456
 TU1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1456
 TU1456.The geoid height was determined by GEOID03.
 TU1456
 TU1456;                    North         East     Units Scale Factor Converg.
 TU1456;SPC HI 3     -    37,976.102   517,668.139   MT  0.99999386   +0 03 45.1
 TU1456;UTM  04      - 2,378,999.052   621,239.421   MT  0.99978163   +0 25 45.2
 TU1456
 TU1456                          SUPERSEDED SURVEY CONTROL
 TU1456
 TU1456  NAD 83(1986)-  21 30 34.40613(N)    157 49 46.13155(W) AD(       ) 4
 TU1456  OLD HI      -  21 30 45.81800(N)    157 49 56.04600(W) AD(       ) 3
 TU1456
 TU1456.Superseded values are not recommended for survey control.
 TU1456.NGS no longer adjusts projects to the OLD HI datum.
 TU1456.See file dsdata.txt to determine how the superseded data were derived.
 TU1456
 TU1456_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2123978999(NAD 83)
 TU1456
 TU1456  HISTORY     - Date     Condition        Report By
 TU1456  HISTORY     - 1926     MONUMENTED       CGS
 TU1456  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1456  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1456  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1456  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1456
 TU1456                          STATION DESCRIPTION
 TU1456
 TU1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1456'OFF THE EAST COAST OF OAHU, AT THE NORTH END OF KANEOHE BAY, CLOSE
 TU1456'INSHORE, OFF KUALOA POINT, ON THE HIGHEST POINT OF THE STEEP-SIDED,
 TU1456'CONICAL ISLAND OF THAT NAME.  STATION IS A HEAVY CONCRETE
 TU1456'PIER AT APEX OF ISLAND.  PROBABLY ERECTED BY TERRITORIAL
 TU1456'SURVEYORS.
 TU1456
 TU1456                          STATION RECOVERY (1933)
 TU1456
 TU1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1456'A STANDARD (14X) SIGNAL HAS BEEN ERECTED AT THIS STATION, BUT NO
 TU1456'SOIL PIPE OR CONCRETE PIER WAS USED.  THE SIGNAL IS SET IN THE
 TU1456'GROUND.  A 1-3/4-INCH PIPE, 1 FOOT HIGH, IS ALONGSIDE OF SIGNAL.
 TU1456
 TU1456                          STATION RECOVERY (1967)
 TU1456
 TU1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU1456'STATION WAS DESTROYED.
 TU1456'
 TU1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1456'6 MILES NW OF KANEOHE TOWN.
 TU1456
 TU1456                          STATION RECOVERY (1970)
 TU1456
 TU1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1456'STATION BELIEVED DESTROYED.  ISLAND NOT VISITED, BUT EXAMINED
 TU1456'FROM ALL DIRECTIONS BY BINOCULARS, AND FROM WITHIN 100 FEET BY
 TU1456'AIRCRAFT.  NO SIGNAL OR SIGNAL REMAINS IS VISIBLE.
 TU1456'
 TU1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1456'6 MILES NORTH-NORTHWEST OF KANEOHE.
 TU1456
 TU1456                          STATION RECOVERY (1976)
 TU1456
 TU1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1456'STATION WAS SEARCHED FOR BUT IS BELIEVED TO BE DESTROYED.  A NEW
 TU1456'STATION, MOKOLII ISLAND 2, WAS SET IN THE APPROXIMATE LOCATION
 TU1456'OF THE OLD STATION.
 TU1456'
 TU1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1456'5 MILES NORTH OF KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1463 ***********************************************************************
 TU1463  DESIGNATION -  MOKOLII ISLAND 2 1976
 TU1463  PID         -  TU1463
 TU1463  STATE/COUNTY-  HI/HONOLULU
 TU1463  USGS QUAD   -  KAHANA (1983)
 TU1463
 TU1463                         *CURRENT SURVEY CONTROL
 TU1463  ___________________________________________________________________
 TU1463* NAD 83(1993)-  21 30 34.52331(N)    157 49 46.15193(W)     ADJUSTED  
 TU1463* LOCAL TIDAL -        63.0    (meters)     207.     (feet)  VERT ANG  
 TU1463  ___________________________________________________________________
 TU1463  EPOCH DATE  -        1993.62
 TU1463  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 TU1463  GEOID HEIGHT-          15.20  (meters)                     GEOID03
 TU1463
 TU1463  HORZ ORDER  -  THIRD
 TU1463
 TU1463.The horizontal coordinates were established by classical geodetic methods
 TU1463.and adjusted by the National Geodetic Survey in December 1998..
 TU1463.The horizontal coordinates are valid at the epoch date displayed above.
 TU1463.The epoch date for horizontal control is a decimal equivalence
 TU1463.of Year/Month/Day.
 TU1463
 TU1463.The orthometric height was determined by vertical angle observations.
 TU1463
 TU1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1463
 TU1463.The geoid height was determined by GEOID03.
 TU1463
 TU1463;                    North         East     Units Scale Factor Converg.
 TU1463;SPC HI 3     -    37,978.208   517,667.313   MT  0.99999386   +0 03 45.1
 TU1463;UTM  04      - 2,379,001.152   621,238.582   MT  0.99978163   +0 25 45.2
 TU1463
 TU1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1463!SPC HI 3     -   0.99998771  x   0.99999386  =   0.99998157
 TU1463!UTM  04      -   0.99998771  x   0.99978163  =   0.99976934
 TU1463
 TU1463                          SUPERSEDED SURVEY CONTROL
 TU1463
 TU1463  NAD 83(1986)-  21 30 34.47430(N)    157 49 46.16034(W) AD(       ) 3
 TU1463  OLD HI      -  21 30 45.90712(N)    157 49 56.05238(W) AD(       ) 3
 TU1463
 TU1463.Superseded values are not recommended for survey control.
 TU1463.NGS no longer adjusts projects to the OLD HI datum.
 TU1463.See file dsdata.txt to determine how the superseded data were derived.
 TU1463
 TU1463_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2123979001(NAD 83)
 TU1463_MARKER: Z = SEE DESCRIPTION
 TU1463_SETTING: 0 = UNSPECIFIED SETTING
 TU1463
 TU1463  HISTORY     - Date     Condition        Report By
 TU1463  HISTORY     - 1976     MONUMENTED       NGS
 TU1463
 TU1463                          STATION DESCRIPTION
 TU1463
 TU1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1463'STATION IS LOCATED ON THE HIGHEST PART OF MOKOLII ISLAND WHICH
 TU1463'IS AT THE NORTH END OF KANEOHE BAY ON THE EAST COAST OF OHAU.
 TU1463'
 TU1463'STATION IS A NOS DISK STAMPED MOKOLII ISLAND 2 1976, AND IS SET
 TU1463'IN BEDROCK AT THE APPROXIMATE LOCATION OF MOKOLII ISLAND 1926.  IT
 TU1463'WAS LOCATED BY INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1545 ***********************************************************************
 TU1545  DESIGNATION -  MOKU
 TU1545  PID         -  TU1545
 TU1545  STATE/COUNTY-  HI/HONOLULU
 TU1545  USGS QUAD   -  KAENA (1983)
 TU1545
 TU1545                         *CURRENT SURVEY CONTROL
 TU1545  ___________________________________________________________________
 TU1545* NAD 83(1993)-  21 32 39.22131(N)    158 11 40.52996(W)     ADJUSTED  
 TU1545* LOCAL TIDAL -       643.3    (meters)    2111.     (feet)  VERT ANG  
 TU1545  ___________________________________________________________________
 TU1545  EPOCH DATE  -        1993.62
 TU1545  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 TU1545  GEOID HEIGHT-          15.13  (meters)                     GEOID03
 TU1545
 TU1545  HORZ ORDER  -  FIRST
 TU1545
 TU1545.The horizontal coordinates were established by classical geodetic methods
 TU1545.and adjusted by the National Geodetic Survey in December 1998..
 TU1545.The horizontal coordinates are valid at the epoch date displayed above.
 TU1545.The epoch date for horizontal control is a decimal equivalence
 TU1545.of Year/Month/Day.
 TU1545
 TU1545.The orthometric height was determined by vertical angle observations.
 TU1545
 TU1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1545
 TU1545.The geoid height was determined by GEOID03.
 TU1545
 TU1545;                    North         East     Units Scale Factor Converg.
 TU1545;SPC HI 3     -    41,816.393   479,842.647   MT  0.99999502   -0 04 17.2
 TU1545;UTM  04      - 2,382,596.061   583,399.974   MT  0.99968595   +0 17 44.8
 TU1545
 TU1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1545!SPC HI 3     -   0.99989652  x   0.99999502  =   0.99989154
 TU1545!UTM  04      -   0.99989652  x   0.99968595  =   0.99958251
 TU1545
 TU1545|---------------------------------------------------------------------|
 TU1545| PID    Reference Object                     Distance      Geod. Az  |
 TU1545|                                                           dddmmss.s |
 TU1545| TU1544 MOKU RADAR ANTENNA                  170.105 METERS 00336     |
 TU1545| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 7.9 KM 0653245.9 |
 TU1545| TU1529 MT KAALA SE RADAR DOME              APPROX. 6.8 KM 1264504.1 |
 TU1545| CJ8860 MOKU RM 3                            18.093 METERS 14746     |
 TU1545| TU1543 KAHANAHAIKI USE                      87.195 METERS 15223     |
 TU1545| CJ9056 TANK NEAR MOKU                                     20421     |
 TU1545| CJ8859 MOKU RM 2                             5.675 METERS 25632     |
 TU1545| TU1559 PIPE                                APPROX. 3.2 KM 2950325.2 |
 TU1545| CJ8858 MOKU RM 1 AZIMUTH                                  3525646.8 |
 TU1545|---------------------------------------------------------------------|
 TU1545
 TU1545                          SUPERSEDED SURVEY CONTROL
 TU1545
 TU1545  NAD 83(1986)-  21 32 39.17023(N)    158 11 40.54091(W) AD(       ) 1
 TU1545  OLD HI      -  21 32 50.58104(N)    158 11 50.44434(W) AD(       ) 1
 TU1545
 TU1545.Superseded values are not recommended for survey control.
 TU1545.NGS no longer adjusts projects to the OLD HI datum.
 TU1545.See file dsdata.txt to determine how the superseded data were derived.
 TU1545
 TU1545_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8340082596(NAD 83)
 TU1545_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1545_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1545_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1545
 TU1545  HISTORY     - Date     Condition        Report By
 TU1545  HISTORY     - 1927     MONUMENTED       CGS
 TU1545  HISTORY     - 1958     SEE DESCRIPTION  LOCENG
 TU1545  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1545  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1545
 TU1545                          STATION DESCRIPTION
 TU1545
 TU1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1545'IN WESTERN PART OF OAHU ON THE DIVIDE OF THE WAIANAE RANGE, NEAR
 TU1545'THE BOUNDARY BETWEEN MOKULEIA AND KAWAIHAPAI DISTRICTS, AND ABOUT
 TU1545'50 YARDS NORTHWEST OF THE HIGHEST POINT.  BEST REACHED FROM THE
 TU1545'WAIALUA SIDE OF THE RANGE.  MARKED ACCORDING TO NOTE 6A, A
 TU1545'STANDARD DISK STATION MARK SET IN CONCRETE IN TOP OF TILE.
 TU1545'REFERENCE MARKS WERE SET AS FOLLOWS--NO. 1, NOTE 4, STANDARD DISK
 TU1545'IN BOWLDER, IS IN AZIMUTH 172 DEG 57 MIN FROM STATION.  NO. 2,
 TU1545'NOTE 13A, STANDARD REFERENCE DISK IN CONCRETE IN TILE, IS 5.681
 TU1545'METERS (18.64 FEET), FROM STATION IN AZIMUTH 76 DEG 39 MIN.
 TU1545'RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1545
 TU1545                          STATION RECOVERY (1958)
 TU1545
 TU1545'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 TU1545'STATION RECOVERED AS DESCRIBED.
 TU1545'
 TU1545'REFERENCE MARK 1 FOUND AS DESCRIBED.  REFERENCE MARK 2 NOT
 TU1545'SEARCHED FOR.
 TU1545'
 TU1545'THE PIPE SOCKET IN PLATFORM HAS BEEN PULLED LOOSE, PROBABLY IN
 TU1545'AN ATTEMPT TO REMOVE THE TARGET, WHICH WAS FROZEN IN THE
 TU1545'SOCKET.  TARGET REPAINTED.  NEEDS BRUSHING OUT.
 TU1545
 TU1545                          STATION RECOVERY (1964)
 TU1545
 TU1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1545'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DUE
 TU1545'TO THE POOR LOCATION AND GREAT DISTANCE OF REFERENCE MARK NUMBER
 TU1545'ONE, A NEW REFERENCE MARK, NUMBER THREE WAS ESTABLISHED.  A
 TU1545'COMPLETE DESCRIPTION FOLLOWS--
 TU1545'
 TU1545'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF WAIALUA AND
 TU1545'2-1/2 MILES DUE SOUTH OF DILLINGHAM AIRFIELD, ALONG THE SUMMIT OF
 TU1545'THE WAIANAE RANGE ON A POINT OF ABOUT 2108 FEET ELEVATION.  IT IS
 TU1545'ABOUT 200 YARDS SOUTH OF A RADAR INSTALLATION AND SLIGHTLY HIGHER.
 TU1545'
 TU1545'TO REACH STATION FROM THE OVERPASS AT WAIALUA, GO WEST ON STATE
 TU1545'HIGHWAY 99 FOR 3.8 MILES TO SIDE ROAD LEFT AT SIGN SITE 84
 TU1545'IFC.  TURN LEFT AND GO 0.4 MILE TO T-INTERSECTION.  TURN LEFT AND
 TU1545'GO 0.3 MILE.  TURN RIGHT AND GO 0.3 MILE ON PAVED ROAD TO LOCKED
 TU1545'GATE.  PASS THROUGH GATE AND CONTINUE ON PAVED ROAD UPGRADE FOR
 TU1545'4.0 MILES TO END OF ROAD AT RADAR INSTALLATION.  WALK SOUTH UP
 TU1545'RIDGE FOR ABOUT 175 YARDS TO STATION.
 TU1545'
 TU1545'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF A
 TU1545'5-INCH SOIL PIPE THAT PROJECTS 1 INCH ABOVE GROUND.  IT SETS 10
 TU1545'FEET WEST OF THE EDGE OF A TRACK ROAD.  THE DISK COULD NOT BE
 TU1545'EXAMINED FOR STAMPING BECAUSE A LARGE IRON YOKE, WHICH IS PART OF
 TU1545'THE HAWAII TERRITORIAL SURVEY TYPE A SIGNAL, RESTS UPON IT.  THE
 TU1545'CONCRETE PLATFORM OF THE SIGNAL IS 3 FEET ABOVE GROUND.  A RED
 TU1545'AND WHITE METAL TARGET EXTENDS ABOUT 6 FEET ABOVE THE PLATFORM.
 TU1545'
 TU1545'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOKU NO 1,
 TU1545'CEMENTED IN A DRILL HOLE IN A BLACK BOULDER THAT PROJECTS 2 FEET
 TU1545'ABOVE GROUND.  IT IS ON A SHARP, BARE POINT OF THE RIDGE, ON EAST
 TU1545'SIDE OF TRACK ROAD ABOVE A CUTBANK, AND ABOVE END OF PAVED ROAD
 TU1545'TO RADAR INSTALLATION.
 TU1545'
 TU1545'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOKU NO 2,
 TU1545'SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS 8
 TU1545'INCHES ABOVE GROUND.  IT IS IN BRUSH, 8 FEET EAST OF EDGE OF HIGH
 TU1545'BANK, AND 1.8 FEET LOWER THAN STATION MARK.
 TU1545'
 TU1545'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MOKU 1927
 TU1545'NO 3 1964, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET
 TU1545'IN CEMENT AND PROJECTS 8 INCHES ABOVE GROUND.  IT IS ON GRASSY
 TU1545'POINT AT THE BEGINNING OF A FOOTPATH AND IS 0.9 FOOT HIGHER THAN
 TU1545'STATION MARK.
 TU1545'
 TU1545'TANK IS 15 FEET IN DIAMETER, 12 FEET HIGH, AND IS PAINTED
 TU1545'SILVER.  IT SETS IN A CUT IN THE HILLSIDE WITH ITS TOP AT THE
 TU1545'SAME ELEVATION AS STATION, AND IS NOT VISIBLE TO OTHER STATIONS.
 TU1545
 TU1545                          STATION RECOVERY (1969)
 TU1545
 TU1545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1545'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 TU1545'FOUND IN GOOD CONDITION.  THE TYPE A HAWAII TERRITORIAL SURVEY
 TU1545'SIGNAL IS STILL OVER THE STATION MARK, HOWEVER THE IRON YOKE WHICH
 TU1545'PREVIOUSLY PREVENTED CHECKING OF THE STAMPING ON THE STATION MARK,
 TU1545'WAS REMOVED AT THIS TIME.  A NEW AND UPDATED DESCRIPTION FOLLOWS.
 TU1545'
 TU1545'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF WAIALUA, 2-1/2
 TU1545'MILES SOUTH OF DILLINGHAM AIRFIELD, ON A RIDGE NEAR THE NORTH END
 TU1545'OF THE WAIANAE MOUNTAIN RANGE AND ON A POINT ABOUT 200 YARDS SOUTH
 TU1545'AND SLIGHTLY HIGHER THAN A RADAR INSTALLATION.
 TU1545'
 TU1545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83 AND
 TU1545'99, WHICH IS ABOUT 1 MILE SOUTHEAST OF WAIALUA, GO NORTHWEST ON
 TU1545'STATE HIGHWAY 99 (FARRINGTON HIGHWAY) FOR 0.75 MILE TO A TRAFFIC
 TU1545'CIRCLE, TURN LEFT, PASSING THROUGH AN UNDERPASS AND GO WESTERLY
 TU1545'ON STATE HIGHWAY 99 FOR 3.8 MILES TO A SIDE ROAD LEFT, TURN LEFT
 TU1545'AND GO SOUTH ON A DIRT ROAD FOR 0.3 MILE TO A T INTERSECTION.
 TU1545'TURN LEFT AND GO EASTERLY ON A DIRT ROAD FOR 0.3 MILE TO A SIDE
 TU1545'ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON A DIRT ROAD WHICH
 TU1545'BECOMES A SURFACED ROAD FOR 0.9 MILE TO A LOCKED GATE, PASS
 TU1545'THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE SURFACED, WINDING
 TU1545'MOUNTAIN ROAD FOR 3.4 MILES TO THE ENTRANCE TO THE RADAR
 TU1545'INSTALLATION AND THE END OF TRUCK TRAVEL.  PACK SOUTHEAST UP
 TU1545'STEEP SLOPE FOR ABOUT 150 FEET TO REFERENCE MARK 1 (AZIMUTH
 TU1545'MARK) ON THE LEFT, BEAR RIGHT AND GO SOUTHERLY ALONG RIDGE FOR
 TU1545'ABOUT 350 FEET TO THE STATION.
 TU1545'
 TU1545'THE STATION MARK IS A STANDARD DISK STAMPED MOKU 1927, SET IN
 TU1545'CONCRETE IN THE TOP OF A 5 INCH SOIL PIPE FLUSH WITH THE GROUND.
 TU1545'
 TU1545'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOKU NO 1, SET IN A
 TU1545'DRILL HOLE IN A BOULDER PROJECTING ABOUT 2 FEET.  IT IS ABOUT
 TU1545'150 FEET SOUTH OF AND ABOUT 50 FEET HIGHER THAN THE PAVED ROAD.
 TU1545'
 TU1545'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOKU NO 2, SET IN
 TU1545'CONCRETE IN THE TOP OF A 5 INCH SOIL PIPE PROJECTING ABOUT 8 INCHES
 TU1545'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 TU1545'
 TU1545'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MOKU 1927 NO 3 1964,
 TU1545'BRAZED TO THE TOP OF A 2 INCH SOIL PIPE PROJECTING ABOUT 7 INCHES
 TU1545'AND IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION MARK.
 TU1545'
 TU1545'THE DISTANCE BETWEEN REFERENCE MARK 2 AND REFERENCE MARK 3 IS
 TU1545'67.70 FEET OR 20.635 METERS.
 TU1545'
 TU1545'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1545'5 MILES SOUTHWEST OF WAIALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1544 ***********************************************************************
 TU1544  DESIGNATION -  MOKU RADAR ANTENNA
 TU1544  PID         -  TU1544
 TU1544  STATE/COUNTY-  HI/HONOLULU
 TU1544  USGS QUAD   -  KAENA (1983)
 TU1544
 TU1544                         *CURRENT SURVEY CONTROL
 TU1544  ___________________________________________________________________
 TU1544* NAD 83(1993)-  21 32 44.74106(N)    158 11 40.15884(W)     ADJUSTED  
 TU1544* LOCAL TIDAL -                                                        
 TU1544  ___________________________________________________________________
 TU1544  EPOCH DATE  -        1993.62
 TU1544  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 TU1544  GEOID HEIGHT-          15.12  (meters)                     GEOID03
 TU1544
 TU1544  HORZ ORDER  -  THIRD
 TU1544
 TU1544.The horizontal coordinates were established by classical geodetic methods
 TU1544.and adjusted by the National Geodetic Survey in December 1998..
 TU1544.The horizontal coordinates are valid at the epoch date displayed above.
 TU1544.The epoch date for horizontal control is a decimal equivalence
 TU1544.of Year/Month/Day.
 TU1544
 TU1544
 TU1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1544
 TU1544.The geoid height was determined by GEOID03.
 TU1544
 TU1544;                    North         East     Units Scale Factor Converg.
 TU1544;SPC HI 3     -    41,986.148   479,853.537   MT  0.99999501   -0 04 17.1
 TU1544;UTM  04      - 2,382,765.830   583,409.773   MT  0.99968597   +0 17 45.0
 TU1544
 TU1544                          SUPERSEDED SURVEY CONTROL
 TU1544
 TU1544  NAD 83(1986)-  21 32 44.69146(N)    158 11 40.17079(W) AD(       ) 4
 TU1544  OLD HI      -  21 32 56.33037(N)    158 11 50.05899(W) AD(       ) 3
 TU1544
 TU1544.Superseded values are not recommended for survey control.
 TU1544.NGS no longer adjusts projects to the OLD HI datum.
 TU1544.See file dsdata.txt to determine how the superseded data were derived.
 TU1544
 TU1544_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8341082766(NAD 83)
 TU1544
 TU1544  HISTORY     - Date     Condition        Report By
 TU1544  HISTORY     - 1969     MONUMENTED       CGS
 TU1544  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1544
 TU1544                          STATION DESCRIPTION
 TU1544
 TU1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1544'THE STATION IS A T-SHAPED PIPE ON TOP OF THE ANTENNA, WHICH IS
 TU1544'LOCATED ABOUT 400 FEET NORTH OF TRIANGULATION STATION MOKU,
 TU1544'FIVE AND ONE-HALF MILES SOUTHEAST OF KAENA POINT.  IT IS A
 TU1544'CIGAR-SHAPED RADAR ANTENNA WHICH IS MOUNTED ON TOP OF A
 TU1544'FOUR-LEGGED STEEL TOWER PAINTED BLACK.  THE ANTENNA IS 30 FEET
 TU1544'HIGH.
 TU1544
 TU1544                          STATION RECOVERY (1970)
 TU1544
 TU1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1544'STATION DESTROYED.  ANTENNA REMOVED IN MARCH 1970.  TOWER REMAINS.
 TU1544'
 TU1544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1544'4-1/2 MILES SOUTHWEST OF WAIALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3293 ***********************************************************************
 TU3293  DESIGNATION -  MOKUHOONIKI 1915
 TU3293  PID         -  TU3293
 TU3293  STATE/COUNTY-  HI/MAUI
 TU3293  USGS QUAD   -  NAPILI (1997)
 TU3293
 TU3293                         *CURRENT SURVEY CONTROL
 TU3293  ___________________________________________________________________
 TU3293* NAD 83(1993)-  21 07 57.29373(N)    156 42 11.62185(W)     ADJUSTED  
 TU3293* LOCAL TIDAL -        62.     (meters)     203.     (feet)  SCALED    
 TU3293  ___________________________________________________________________
 TU3293  EPOCH DATE  -        1993.62
 TU3293  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 TU3293  GEOID HEIGHT-          14.49  (meters)                     GEOID03
 TU3293
 TU3293  HORZ ORDER  -  THIRD
 TU3293
 TU3293.The horizontal coordinates were established by classical geodetic methods
 TU3293.and adjusted by the National Geodetic Survey in December 1998..
 TU3293.The horizontal coordinates are valid at the epoch date displayed above.
 TU3293.The epoch date for horizontal control is a decimal equivalence
 TU3293.of Year/Month/Day.
 TU3293
 TU3293.The orthometric height was scaled from a topographic map.
 TU3293
 TU3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3293
 TU3293.The geoid height was determined by GEOID03.
 TU3293
 TU3293;                    North         East     Units Scale Factor Converg.
 TU3293;SPC HI 2     -    88,485.130   496,202.167   MT  0.99996684   -0 00 47.5
 TU3293;UTM  04      - 2,338,545.251   738,536.934   MT  1.00030320   +0 49 42.4
 TU3293
 TU3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3293!SPC HI 2     -   0.99998798  x   0.99996684  =   0.99995482
 TU3293!UTM  04      -   0.99998798  x   1.00030320  =   1.00029117
 TU3293
 TU3293:                Primary Azimuth Mark                     Grid Az
 TU3293:SPC HI 2     -  KALANIKAULA 1915                         314 52 14.1
 TU3293:UTM  04      -  KALANIKAULA 1915                         314 01 44.2
 TU3293
 TU3293|---------------------------------------------------------------------|
 TU3293| PID    Reference Object                     Distance      Geod. Az  |
 TU3293|                                                           dddmmss.s |
 TU3293| TU3288 KALANIKAULA 1915                    APPROX. 3.4 KM 3145126.6 |
 TU3293|---------------------------------------------------------------------|
 TU3293
 TU3293                          SUPERSEDED SURVEY CONTROL
 TU3293
 TU3293  NAD 83(1986)-  21 07 57.24792(N)    156 42 11.56373(W) AD(       ) 3
 TU3293  OLD HI      -  21 08 08.72800(N)    156 42 21.71800(W) AD(       ) 3
 TU3293
 TU3293.Superseded values are not recommended for survey control.
 TU3293.NGS no longer adjusts projects to the OLD HI datum.
 TU3293.See file dsdata.txt to determine how the superseded data were derived.
 TU3293
 TU3293_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3853738545(NAD 83)
 TU3293
 TU3293  HISTORY     - Date     Condition        Report By
 TU3293  HISTORY     - 1915     MONUMENTED       HIGS
 TU3293  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3293  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3293
 TU3293                          STATION DESCRIPTION
 TU3293
 TU3293'DESCRIBED BY HAWAII GEODETIC SURVEY 1915
 TU3293'NEAR EASTERN END OF MOLOKAI, ON ISLAND OF SAME NAME, 1-3/4
 TU3293'MILES SOUTH OF CAPE HALAWA, AND 1 MILE FROM MAINLAND.  NOT
 TU3293'VISITED IN 1915.  OLD HAWAIIAN GOVERNMENT SURVEY MARK AN IRON
 TU3293'BOLT LET INTO THE ROCK.
 TU3293
 TU3293                          STATION RECOVERY (1931)
 TU3293
 TU3293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3293'STATION WAS NOT VISITED, BUT THE HIGHEST POINT OF THE ISLAND
 TU3293'WAS USED FOR HYDROGRAPHY.  THERE WAS NO SIGNAL OVER THE STATION.
 TU3293
 TU3293                          STATION RECOVERY (1962)
 TU3293
 TU3293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3293'THE STATION WS RECOVERED BUT FOUND TO BE IN VERY BAD SHAPE AND
 TU3293'UNSUITABLE FOR USE.  THE STATION SHOULD BE CONSIDERED AS
 TU3293'LOST.
 TU3293'
 TU3293'A NEW POINT WAS MARK WITH AN IRON PIN CEMENTED IN BEDROCK
 TU3293'MOKUHOONIKI 2.  SEE DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3292 ***********************************************************************
 TU3292  DESIGNATION -  MOKUHOONIKI 2
 TU3292  PID         -  TU3292
 TU3292  STATE/COUNTY-  HI/MAUI
 TU3292  USGS QUAD   -  NAPILI (1997)
 TU3292
 TU3292                         *CURRENT SURVEY CONTROL
 TU3292  ___________________________________________________________________
 TU3292* NAD 83(1993)-  21 07 57.36343(N)    156 42 11.62342(W)     ADJUSTED  
 TU3292* LOCAL TIDAL -        61.     (meters)     200.     (feet)  VERT ANG  
 TU3292  ___________________________________________________________________
 TU3292  EPOCH DATE  -        1993.62
 TU3292  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 TU3292  GEOID HEIGHT-          14.49  (meters)                     GEOID03
 TU3292
 TU3292  HORZ ORDER  -  SECOND
 TU3292
 TU3292.The horizontal coordinates were established by classical geodetic methods
 TU3292.and adjusted by the National Geodetic Survey in December 1998..
 TU3292.The horizontal coordinates are valid at the epoch date displayed above.
 TU3292.The epoch date for horizontal control is a decimal equivalence
 TU3292.of Year/Month/Day.
 TU3292
 TU3292.The orthometric height was determined by vertical angle observations.
 TU3292.No vertical observational check was made to the station.
 TU3292
 TU3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3292
 TU3292.The geoid height was determined by GEOID03.
 TU3292
 TU3292;                    North         East     Units Scale Factor Converg.
 TU3292;SPC HI 2     -    88,487.274   496,202.122   MT  0.99996684   -0 00 47.5
 TU3292;UTM  04      - 2,338,547.394   738,536.858   MT  1.00030320   +0 49 42.4
 TU3292
 TU3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3292!SPC HI 2     -   0.99998814  x   0.99996684  =   0.99995498
 TU3292!UTM  04      -   0.99998814  x   1.00030320  =   1.00029133
 TU3292
 TU3292|---------------------------------------------------------------------|
 TU3292| PID    Reference Object                     Distance      Geod. Az  |
 TU3292|                                                           dddmmss.s |
 TU3292| CN5919 MOKUHOONIKI 2 RM 1                   20.085 METERS 02206     |
 TU3292| CN5920 MOKUHOONIKI 2 RM 2                    6.830 METERS 18915     |
 TU3292| TU3283 LUPEHU                              APPROX. 3.8 KM 2424543.0 |
 TU3292|---------------------------------------------------------------------|
 TU3292
 TU3292                          SUPERSEDED SURVEY CONTROL
 TU3292
 TU3292  NAD 83(1986)-  21 07 57.31757(N)    156 42 11.56586(W) AD(       ) 2
 TU3292  OLD HI      -  21 08 08.86400(N)    156 42 21.69500(W) AD(       ) 2
 TU3292
 TU3292.Superseded values are not recommended for survey control.
 TU3292.NGS no longer adjusts projects to the OLD HI datum.
 TU3292.See file dsdata.txt to determine how the superseded data were derived.
 TU3292
 TU3292_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3853738547(NAD 83)
 TU3292
 TU3292  HISTORY     - Date     Condition        Report By
 TU3292  HISTORY     - 1962     MONUMENTED       CGS
 TU3292  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3292
 TU3292                          STATION DESCRIPTION
 TU3292
 TU3292'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3292'STATION IS LOCATED 1.8 MILES SOUTH OF CAPE HALAWA, ABOUT 1 MILE
 TU3292'OFFSHORE FROM THE EAST END OF MOLOKAI ISLAND, AND ON THE
 TU3292'HIGHEST POINT OF MOKUHOONIKI ISLAND.
 TU3292'
 TU3292'TO REACH THE STATION A HELICOPTER OR SKIFF HAS TO BE USED, ON
 TU3292'MOST DAYS THIS STATION CANNOT BE REACHED BY A SKIFF AS THE WATER
 TU3292'IS TOO ROUGH.
 TU3292'
 TU3292'STATION IS MARKED BY 1/2 INCH STEEL PIN ABOUT 12 INCHES LONG
 TU3292'EMBEDDED IN BEDROCK AND SURROUNDED BY CONCRETE.
 TU3292'
 TU3292'RM 1 IS A STANDARD DISK STAMPED, MOKUHOONIKI NO 1 1915 1962,
 TU3292'CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT AND
 TU3292'ABOUT TWO FEET LOWER THAN THE STATION.
 TU3292'
 TU3292'RM 2 IS A STANDARD DISK STAMPED, MOKUHOONIKI NO 2 1915 1962,
 TU3292'CEMENTED IN A DRILL HOLE IN BEDROCK, AND ABOUT LEVEL WITH THE
 TU3292'STATION.
 TU3292'
 TU3292'NOTE--THIS STATION WAS ONLY VISITED ONCE BY HELICOPTER.  FROM A
 TU3292'LOW LEVEL FLIGHT FROM THE HELICOPTER IT APPEARED THAT THE STATION
 TU3292'MARK WAS IN GOOD CONDITION AND ONLY NEW REFERENCE MARKS WOULD BE
 TU3292'NEEDED.  WHEN THE STATION WAS VISITED TO BE OCCUPIED IT WAS
 TU3292'FOUND THAT THE OLD STATION WAS IN VERY POOR CONDITION AND
 TU3292'UNSUITABLE TO BE OCCUPIED.  A NEW STATION WAS NOT ANTICIPATED
 TU3292'SO NO DISK WAS AVAILABLE WHICH IS THE REASON FOR THE STEEL PIN
 TU3292'AS A STATION MARK.  ALSO THE REFERENCE MARKS WERE STAMPED FOR
 TU3292'THE OLD STATION SO THEY ARE STAMPED INCORRECTLY
 TU3292
 TU3292                          STATION RECOVERY (1968)
 TU3292
 TU3292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU3292'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 TU3292'
 TU3292'RMS 1 AND 2 WERE ALSO RECOVERED IN GOOD CONDITION.
 TU3292'
 TU3292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3292'6.2 MILES 056 DEG FROM PUKOO, MOLOKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2840 ***********************************************************************
 TU2840  DESIGNATION -  MOKUIA 1881
 TU2840  PID         -  TU2840
 TU2840  STATE/COUNTY-  HI/MAUI
 TU2840  USGS QUAD   -  KAUPO (1996)
 TU2840
 TU2840                         *CURRENT SURVEY CONTROL
 TU2840  ___________________________________________________________________
 TU2840* NAD 83(1993)-  20 38 31.09166(N)    156 05 43.56634(W)     ADJUSTED  
 TU2840* LOCAL TIDAL -        85.     (meters)     279.     (feet)  SCALED    
 TU2840  ___________________________________________________________________
 TU2840  EPOCH DATE  -        1993.62
 TU2840  LAPLACE CORR-          -8.18  (seconds)                    DEFLEC99
 TU2840  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU2840
 TU2840  HORZ ORDER  -  SECOND
 TU2840
 TU2840.The horizontal coordinates were established by classical geodetic methods
 TU2840.and adjusted by the National Geodetic Survey in December 1998..
 TU2840.The horizontal coordinates are valid at the epoch date displayed above.
 TU2840.The epoch date for horizontal control is a decimal equivalence
 TU2840.of Year/Month/Day.
 TU2840
 TU2840.The orthometric height was scaled from a topographic map.
 TU2840
 TU2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2840
 TU2840.The geoid height was determined by GEOID03.
 TU2840
 TU2840;                    North         East     Units Scale Factor Converg.
 TU2840;SPC HI 2     -    34,272.768   559,530.410   MT  1.00001045   +0 12 05.0
 TU2840;UTM  04      - 2,285,230.523   802,680.054   MT  1.00073240   +1 01 29.0
 TU2840
 TU2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2840!SPC HI 2     -   0.99998414  x   1.00001045  =   0.99999459
 TU2840!UTM  04      -   0.99998414  x   1.00073240  =   1.00071653
 TU2840
 TU2840:                Primary Azimuth Mark                     Grid Az
 TU2840:SPC HI 2     -  KA LAE O KA ILIO RESET                   240 32 34.8
 TU2840:UTM  04      -  KA LAE O KA ILIO RESET                   239 43 10.8
 TU2840
 TU2840|---------------------------------------------------------------------|
 TU2840| PID    Reference Object                     Distance      Geod. Az  |
 TU2840|                                                           dddmmss.s |
 TU2840| TU2841 KA LAE O KA ILIO RESET              APPROX. 5.3 KM 2404439.8 |
 TU2840| TU2846 KAUPO CATHOLIC CHURCH STEEPLE       APPROX. 4.6 KM 2585103.8 |
 TU2840|---------------------------------------------------------------------|
 TU2840
 TU2840                          SUPERSEDED SURVEY CONTROL
 TU2840
 TU2840  NAD 83(1986)-  20 38 31.05988(N)    156 05 43.58501(W) AD(       ) 2
 TU2840  OLD HI      -  20 38 42.53300(N)    156 05 53.67200(W) AD(       ) 2
 TU2840
 TU2840.Superseded values are not recommended for survey control.
 TU2840.NGS no longer adjusts projects to the OLD HI datum.
 TU2840.See file dsdata.txt to determine how the superseded data were derived.
 TU2840
 TU2840_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0268085231(NAD 83)
 TU2840
 TU2840  HISTORY     - Date     Condition        Report By
 TU2840  HISTORY     - 1881     MONUMENTED       CGS
 TU2840  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2840  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2840  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2840
 TU2840                          STATION DESCRIPTION
 TU2840
 TU2840'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU2840'ON SOUTHEASTERN COAST OF EAST MAUI, IN KAUPO DISTRICT, IN LAND
 TU2840'OF MOKUIA ON TOP OF BLUFF ABOUT 120 METERS WESTWARD FROM ROCKY
 TU2840'SPUR THAT JUTS OUT FROM SHORE LINE IN THIS VICINITY.  STATION IS
 TU2840'20 METERS BACK FROM EDGE OF PALI DIRECTLY ADJACENT TO ROCK
 TU2840'PROJECTING 1 FOOT ABOVE SURFACE OF GROUND AND HAVING A TRIANGLE
 TU2840'LIGHTLY CHISELED ON ITS NORTHERN FACE.  MARKED (IN 1912) BY A
 TU2840'2-INCH GALVANIZED IRON PIPE SET IN BLOCK OF CONCRETE.
 TU2840
 TU2840                          STATION RECOVERY (1950)
 TU2840
 TU2840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2840'THE STATION WAS RECOVERED, AS DESCRIBED, IN POOR CONDITION.  THE
 TU2840'MARK, CONSISTING OF AN IRON PIPE, WAS BADLY RUSTED AND UNFIT FOR
 TU2840'USE.  THIS PIPE WAS LOCATED TOO CLOSE TO A LARGE BOULDER TO PERMIT
 TU2840'THE RESETTING OF THIS STATION.  A NEW STATION, CONSISTING OF A
 TU2840'STANDARD DISK, STAMPED MOKUIA 2, 1950, WAS SET INTO A DRILL HOLE
 TU2840'IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT.  THE NEW STATION IS
 TU2840'LOCATED 0.350 METERS 1.149 FEET DISTANT FROM THE OLD STATION.
 TU2840'SEE DESCRIPTION CARD FOR MOKUIA 2 1950.
 TU2840
 TU2840                          STATION RECOVERY (1968)
 TU2840
 TU2840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2840'STATION WAS RECOVERED.  LOCATED ABOUT 1-3/4-MILES EAST-NORTHEAST
 TU2840'OF KAUPO, ON GRASSY HILLSIDE ALONG SOUTH SIDE OF STATE HIGHWAY 31,
 TU2840'WHERE IT ROUNDS THE BLUFF OVERLOOKING MOKUIA POINT, AT ABOUT
 TU2840'280 FEET ELEVATION, AND AT STATION MOKUIA 2 1950.
 TU2840'
 TU2840'STATION IS MARKED BY A 2-INCH IRON PIPE ABOUT 4 INCHES BENEATH
 TU2840'GROUND SURFACE, BETWEEN TWO BOULDERS.  IT IS 0.311 METER
 TU2840'(1.02 FT.) NORTH-NORTHWEST OF MOKUIA 2 1950, IN AZIMUTH 169 DEG
 TU2840'16 MIN 51 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2839 ***********************************************************************
 TU2839  DESIGNATION -  MOKUIA 2
 TU2839  PID         -  TU2839
 TU2839  STATE/COUNTY-  HI/MAUI
 TU2839  USGS QUAD   -  KAUPO (1996)
 TU2839
 TU2839                         *CURRENT SURVEY CONTROL
 TU2839  ___________________________________________________________________
 TU2839* NAD 83(1993)-  20 38 31.08082(N)    156 05 43.56416(W)     ADJUSTED  
 TU2839* LOCAL TIDAL -        85.2    (meters)     280.     (feet)  VERT ANG  
 TU2839  ___________________________________________________________________
 TU2839  EPOCH DATE  -        1993.62
 TU2839  LAPLACE CORR-          -8.18  (seconds)                    DEFLEC99
 TU2839  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU2839
 TU2839  HORZ ORDER  -  FIRST
 TU2839
 TU2839.The horizontal coordinates were established by classical geodetic methods
 TU2839.and adjusted by the National Geodetic Survey in December 1998..
 TU2839.The horizontal coordinates are valid at the epoch date displayed above.
 TU2839.The epoch date for horizontal control is a decimal equivalence
 TU2839.of Year/Month/Day.
 TU2839
 TU2839.The orthometric height was determined by vertical angle observations.
 TU2839
 TU2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2839
 TU2839.The geoid height was determined by GEOID03.
 TU2839
 TU2839;                    North         East     Units Scale Factor Converg.
 TU2839;SPC HI 2     -    34,272.435   559,530.474   MT  1.00001045   +0 12 05.0
 TU2839;UTM  04      - 2,285,230.190   802,680.123   MT  1.00073240   +1 01 29.0
 TU2839
 TU2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2839!SPC HI 2     -   0.99998411  x   1.00001045  =   0.99999456
 TU2839!UTM  04      -   0.99998411  x   1.00073240  =   1.00071650
 TU2839
 TU2839:                Primary Azimuth Mark                     Grid Az
 TU2839:SPC HI 2     -  KIPAHULU OLD SUGAR MILL STACK            071 56 52.7
 TU2839:UTM  04      -  KIPAHULU OLD SUGAR MILL STACK            071 07 28.7
 TU2839
 TU2839|---------------------------------------------------------------------|
 TU2839| PID    Reference Object                     Distance      Geod. Az  |
 TU2839|                                                           dddmmss.s |
 TU2839| TU2826 KIPAHULU OLD SUGAR MILL STACK       APPROX. 4.3 KM 0720857.7 |
 TU2839| CN5921 MOKUIA 2 RM 1                         3.496 METERS 11356     |
 TU2839| TU2846 KAUPO CATHOLIC CHURCH STEEPLE       APPROX. 4.6 KM 2585118.9 |
 TU2839| CN5922 MOKUIA 2 RM 2                         8.622 METERS 27103     |
 TU2839|---------------------------------------------------------------------|
 TU2839
 TU2839                          SUPERSEDED SURVEY CONTROL
 TU2839
 TU2839  NAD 83(1986)-  20 38 31.04900(N)    156 05 43.58282(W) AD(       ) 1
 TU2839  OLD HI      -  20 38 42.52200(N)    156 05 53.67000(W) AD(       ) 1
 TU2839
 TU2839.Superseded values are not recommended for survey control.
 TU2839.NGS no longer adjusts projects to the OLD HI datum.
 TU2839.See file dsdata.txt to determine how the superseded data were derived.
 TU2839
 TU2839_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0268085230(NAD 83)
 TU2839_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2839_SETTING: 80 = SET IN A BOULDER
 TU2839_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2839
 TU2839  HISTORY     - Date     Condition        Report By
 TU2839  HISTORY     - 1950     MONUMENTED       CGS
 TU2839  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2839  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2839
 TU2839                          STATION DESCRIPTION
 TU2839
 TU2839'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2839'THE STATION IS LOCATED ON A GRASSY SIDEHILL WHICH LIES ABOUT 3.25
 TU2839'MILES WEST SOUTHWEST OF KIPAHULU, ABOUT 1.5 MILES EAST NORTHEAST
 TU2839'OF KAUPO, 200 FEET EAST OF A TELEPHONE LINE, 100 FEET NORTHWEST
 TU2839'OF THE SEA BLUFF AND 57 FEET EAST OF THE CENTER OF A GRADED ROAD.
 TU2839'
 TU2839'TO REACH FROM THE CATHOLIC CHURCH IN THE VILLAGE OF KIPAHULU.  GO
 TU2839'WESTERLY, ON THE ROAD WHICH LEADS TOWARD KAUPO, FOR 4.0 MILES
 TU2839'TO THE STATION ON THE LEFT HAND SIDE OF THE ROAD.
 TU2839'
 TU2839'THE STATION IS A STANDARD DISK STAMPED MOKUIA 2 1950, SET INTO A
 TU2839'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 TU2839'
 TU2839'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MOKUIA 2
 TU2839'NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2839'ABOUT ONE FOOT AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2839'
 TU2839'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MOKUIA 2
 TU2839'NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2839'ABOUT 4 INCHES.  IT IS LOCATED 44 FEET EAST OF THE CENTER OF THE
 TU2839'GRADED ROAD AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 TU2839'
 TU2839'MOKUIA 1912, IS A BADLY RUSTED IRON PIPE WHICH PROJECTS ABOUT
 TU2839'2 INCHES ABOVE THE SOIL AND IS 2 INCHES IN DIAMETER.
 TU2839
 TU2839                          STATION RECOVERY (1961)
 TU2839
 TU2839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2839'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2839'CONDITION.  THE PIPE WHICH WAS THE 1912 STATION HAS RUSTED OFF
 TU2839'AND IS NOT RECOVERABLE.  THE GRADED ROAD MENTIONED IS STATE
 TU2839'HIGHWAY 31.
 TU2839
 TU2839                          STATION RECOVERY (1968)
 TU2839
 TU2839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2839'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2839'COMPLETE DESCRIPTION FOLLOWS--
 TU2839'
 TU2839'STATION IS LOCATED ABOUT 1-3/4 MILES EAST-NORTHEAST OF KAUPO
 TU2839'AND 3 MILES WEST-SOUTHWEST OF KIPAHULU, ON A GRASSY HILLSIDE, AT
 TU2839'280 FEET ELEVATION, ON SOUTH SIDE OF STATE HIGHWAY 31, WHERE IT
 TU2839'ROUNDS THE BLUFF OVERLOOKING MOKUIA POINT.
 TU2839'
 TU2839'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO
 TU2839'SOUTHEAST ON STATE HIGHWAY 37 FOR 0.85 MILE.  TAKE RIGHT FORK
 TU2839'AND FOLLOW STATE HIGHWAY 31 EASTERLY FOR 20.2 MILES TO THE
 TU2839'KAUPO STORE.  CONTINUE ON THE HIGHWAY FOR 2.8 MILES TO STATION
 TU2839'ON RIGHT, AT TOP OF GRADE.
 TU2839'
 TU2839'STATION MARK IS A STANDARD DISK STAMPED MOKUIA 2 1950, CEMENTED IN
 TU2839'A DRILL HOLE IN A 1 X 2-FOOT BOULDER PROJECTING 6 INCHES FROM
 TU2839'GROUND.  IT IS IN A SMALL, FLAT, GRASSY AREA BETWEEN ROAD AND
 TU2839'EDGE OF BLUFF.  60.4 FEET SOUTHEAST OF CENTER LINE OF HIGHWAY,
 TU2839'106 FEET SOUTH-SOUTHWEST OF A RED AND WHITE, METAL, KAPU - NO
 TU2839'TRESPASSING SIGN, AND 2 FEET NORTH OF A WHITE WITNESS POST.
 TU2839'
 TU2839'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOKUIA 2
 TU2839'NO 1 1950, CEMENTED IN A DRILL HOLE IN A 20-INCH BOULDER
 TU2839'PROJECTING 4 INCHES FROM GROUND.  IT IS 1 FOOT LOWER THAN
 TU2839'STATION MARK.
 TU2839'
 TU2839'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOKUIA 2
 TU2839'NO 2 1950 CEMENTED IN A DRILL HOLE IN A 2 X 2-FOOT ROCK THAT
 TU2839'PROJECTS 2 INCHES FROM GROUND.  IT IS 0.7 FOOT HIGHER THAN
 TU2839'STATION MARK.
 TU2839'
 TU2839'MOKUIA (HGS) 1881 IS A 2-INCH IRON PIPE, BENEATH GROUND
 TU2839'SURFACE, BETWEEN TWO BOULDERS, 0.311 METERS (1.02 FT.) NORTH
 TU2839'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0549 ***********************************************************************
 TU0549  DESIGNATION -  MOKULEIA
 TU0549  PID         -  TU0549
 TU0549  STATE/COUNTY-  HI/HONOLULU
 TU0549  USGS QUAD   -  KAENA (1983)
 TU0549
 TU0549                         *CURRENT SURVEY CONTROL
 TU0549  ___________________________________________________________________
 TU0549* NAD 83(1993)-  21 34 56.39625(N)    158 11 26.59641(W)     ADJUSTED  
 TU0549* LOCAL TIDAL -         4.849  (meters)      15.91   (feet)  ADJ UNCH  
 TU0549  ___________________________________________________________________
 TU0549  EPOCH DATE  -        1993.62
 TU0549  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 TU0549  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU0549
 TU0549  HORZ ORDER  -  SECOND
 TU0549  VERT ORDER  -  FIRST     CLASS II
 TU0549
 TU0549.The horizontal coordinates were established by classical geodetic methods
 TU0549.and adjusted by the National Geodetic Survey in December 1998..
 TU0549.The horizontal coordinates are valid at the epoch date displayed above.
 TU0549.The epoch date for horizontal control is a decimal equivalence
 TU0549.of Year/Month/Day.
 TU0549
 TU0549.The orthometric height was key entered from printed documents
 TU0549.and not key verified.
 TU0549
 TU0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0549
 TU0549.The geoid height was determined by GEOID03.
 TU0549
 TU0549;                    North         East     Units Scale Factor Converg.
 TU0549;SPC HI 3     -    46,034.933   480,248.739   MT  0.99999482   -0 04 12.6
 TU0549;UTM  04      - 2,386,815.817   583,778.880   MT  0.99968673   +0 17 51.7
 TU0549
 TU0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0549!SPC HI 3     -   0.99999692  x   0.99999482  =   0.99999174
 TU0549!UTM  04      -   0.99999692  x   0.99968673  =   0.99968365
 TU0549
 TU0549:                Primary Azimuth Mark                     Grid Az
 TU0549:SPC HI 3     -  MOKU RADAR ANTENNA                       185 34 30.2
 TU0549:UTM  04      -  MOKU RADAR ANTENNA                       185 12 25.9
 TU0549
 TU0549|---------------------------------------------------------------------|
 TU0549| PID    Reference Object                     Distance      Geod. Az  |
 TU0549|                                                           dddmmss.s |
 TU0549| TU1544 MOKU RADAR ANTENNA                  APPROX. 4.1 KM 1853017.6 |
 TU0549| TU0548 MOKULEIA RM 1                        13.064 METERS 18703     |
 TU0549| TU0551 MOKULEIA AZ MK                                     2482435.8 |
 TU0549| TU0550 MOKULEIA RM 2                        11.652 METERS 27133     |
 TU0549|---------------------------------------------------------------------|
 TU0549
 TU0549                          SUPERSEDED SURVEY CONTROL
 TU0549
 TU0549  NAD 83(1986)-  21 34 56.34677(N)    158 11 26.60832(W) AD(       ) 2
 TU0549  OLD HI      -  21 35 07.76189(N)    158 11 36.51449(W) AD(       ) 2
 TU0549
 TU0549.Superseded values are not recommended for survey control.
 TU0549.NGS no longer adjusts projects to the OLD HI datum.
 TU0549.See file dsdata.txt to determine how the superseded data were derived.
 TU0549
 TU0549_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8377986816(NAD 83)
 TU0549_MARKER: DS = TRIANGULATION STATION DISK
 TU0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0549_STAMPING: MOKULEIA 1969
 TU0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0549+STABILITY: SURFACE MOTION
 TU0549
 TU0549  HISTORY     - Date     Condition        Report By
 TU0549  HISTORY     - 1969     MONUMENTED       CGS
 TU0549  HISTORY     - 1969     GOOD             CGS
 TU0549  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU0549
 TU0549                          STATION DESCRIPTION
 TU0549
 TU0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0549'THE STATION IS LOCATED ABOUT 4.0 MILES WEST-NORTHWEST OF WAIALUA,
 TU0549'0.1 MILE NORTH OF STATE HIGHWAY 99, (FARRINGTON HIGHWAY), AND
 TU0549'AT THE NORTHEAST CORNER OF THE MOKULEIA BEACH STATE PARK.
 TU0549'
 TU0549'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 TU0549'83 AND 99, (FARRINGTON HIGHWAY), WHICH IS ABOUT 1.0 MILE SOUTHEAST
 TU0549'OF WAIALUA, GO NORTHWEST ON STATE HIGHWAY 99 FOR 0.8 MILE TO A
 TU0549'TRAFFIC CIRCLE.  CONTINUE NORTHWEST ON STATE HIGHWAY 99 FOR 4.45
 TU0549'MILES TO THE ENTRANCE TO THE MOKULEIA BEACH STATE PARK ON THE
 TU0549'RIGHT, (TO REACH THE AZIMUTH MARK FROM HERE CONTINUE NORTHWEST
 TU0549'ON STATE HIGHWAY 99 FOR 0.25 MILE TO THE MARK ON THE RIGHT).
 TU0549'TURN RIGHT INTO THE PARK AND FOLLOW ALONG THE WEST SIDE OF THE
 TU0549'BOUNDARY FENCE FOR 0.1 MILE TO THE END OF THE FENCE AND THE
 TU0549'STATION AS DESCRIBED.
 TU0549'
 TU0549'STATION MARK IS A STANDARD DISK STAMPED MOKULEIA 1969, SET IN
 TU0549'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 TU0549'GROUND SURFACE, 44 FEET NORTH OF THE NORTH END OF A BOUNDARY
 TU0549'FENCE WHICH BORDERS THE EAST SIDE OF THE PARK AND 7.0 FEET WEST
 TU0549'OF THE EDGE OF A CUTBANK.
 TU0549'
 TU0549'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MOKULEIA NO 1 1969,
 TU0549'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 TU0549'WITH THE GROUND SURFACE, 3.0 FEET WEST OF THE EDGE OF A CUTBANK,
 TU0549'1.4 FEET NORTHWEST OF THE NORTH END OF THE FENCE AND ABOUT 18
 TU0549'INCHES LOWER THAN THE STATION.
 TU0549'
 TU0549'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MOKULEIA NO 2 1969,
 TU0549'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 TU0549'WITH THE GROUND SURFACE, 56.0 FEET NORTHWEST OF THE NORTH END
 TU0549'OF THE FENCE, 44 FEET WEST OF THE EDGE OF THE CUTBANK AND ABOUT
 TU0549'THE SAME ELEVATION AS THE STATION.
 TU0549'
 TU0549'AZIMUTH MARK IS A STANDARD DISK STAMPED MOKULEIA 1969, SET IN
 TU0549'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE
 TU0549'GROUND SURFACE, 54.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 TU0549'A BRIDGE ABUTMENT, 25 FEET NORTH OF THE CENTER OF STATE HIGHWAY
 TU0549'99 AND 1.4 FEET SOUTH OF A CHAIN FENCE.
 TU0549'
 TU0549'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 TU0549
 TU0549                          STATION RECOVERY (1969)
 TU0549
 TU0549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0549'5.45 MI W FROM WAIALUA.
 TU0549'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0549'THENCE 4.85 MILES WEST ALONG STATE HIGHWAY 99, THENCE 0.1 MILE NORTH
 TU0549'ALONG THE EAST BOUNDARY FENCE OF THE MOKULEIA BEACH PARK, IN THE
 TU0549'NORTHEAST CORNER OF MOKULEIA BEACH PARK, 43.8 FEET NORTH-NORTHWEST OF
 TU0549'THE NORTH FENCE CORNER OF THE BOUNDARY FENCE, 38.2 FEET EAST OF R.M.
 TU0549'2, 42.9 FEET NORTH OF R.M. 1, AND SET IN THE TOP OF A CONCRETE POST
 TU0549'FLUSH WITH THE GROUND.
 TU0549
 TU0549                          STATION RECOVERY (1984)
 TU0549
 TU0549'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU0549'MOKULEIA 1969 STATION MARK NOT RECOVERED.
 TU0549'
 TU0549'COUNTY HAS REBUILT FENCE ALONG THE EAST BORDER OF PARK.  THEY HAVE
 TU0549'PILED CONCRETE, 12 X 12S, AND DEBRIS TO STOP MOTOR VEHICLE
 TU0549'ACCESS TO BEACH, ALONG CUTBANK.  WAS UNABLE TO SEARCH UNDER THE
 TU0549'DEBRIS.
 TU0549'
 TU0549'MOKULEIA NO 2 1969 RECOVERED EXCELLENT CONDITION (GOOD) LOCATION
 TU0549'INFORMATION O.K.
 TU0549'
 TU0549'MOKULEIA NO 1 1969 REFERENCE MARK GOOD - RECOVERED NOTE--COUNTY HAS
 TU0549'REBUILT CHAIN LINK FENCE.  REFERENCE MARK IS NOW UNCOVERED AND IS
 TU0549'PROTRUDING FROM THE GROUND FOR 1 FOOT.  WAS UNABLE TO VERIFY
 TU0549'ELEVATION, BECAUSE I COULD NOT FIND THE STATION, UNDER DEBRIS.
 TU0549'
 TU0549'MOKULEIA 1969 AZIMUTH MARK GOOD - RECOVERED.
 TU0549'NOTE--CHAIN LINK FENCE HAS BEEN DESTROYED.  BETTER LOCATION MIGHT
 TU0549'BE--25 FT NORTH OF CENTER OF STATE HIGHWAY 99, 72 FT NORTHWEST OF
 TU0549'POWER POLE NO 38, 190/XT, 54.5 FT NE OF THE NE CORNER OF BRIDGE
 TU0549'ABUTMENT, 8 FT NORTH OF BRIDGE GUARD RAIL ON NORTH SIDE OF
 TU0549'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1536 ***********************************************************************
 TU1536  DESIGNATION -  MOKULEIA
 TU1536  PID         -  TU1536
 TU1536  STATE/COUNTY-  HI/HONOLULU
 TU1536  USGS QUAD   -  KAENA (1983)
 TU1536
 TU1536                         *CURRENT SURVEY CONTROL
 TU1536  ___________________________________________________________________
 TU1536* NAD 83(1993)-  21 34 43.39680(N)    158 10 05.18597(W)     ADJUSTED  
 TU1536* LOCAL TIDAL -        60.     (meters)     197.     (feet)  SCALED    
 TU1536  ___________________________________________________________________
 TU1536  EPOCH DATE  -        1993.62
 TU1536  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 TU1536  GEOID HEIGHT-          14.81  (meters)                     GEOID03
 TU1536
 TU1536  HORZ ORDER  -  THIRD
 TU1536
 TU1536.The horizontal coordinates were established by classical geodetic methods
 TU1536.and adjusted by the National Geodetic Survey in December 1998..
 TU1536.The horizontal coordinates are valid at the epoch date displayed above.
 TU1536.The epoch date for horizontal control is a decimal equivalence
 TU1536.of Year/Month/Day.
 TU1536
 TU1536.The orthometric height was scaled from a topographic map.
 TU1536
 TU1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1536
 TU1536.The geoid height was determined by GEOID03.
 TU1536
 TU1536;                    North         East     Units Scale Factor Converg.
 TU1536;SPC HI 3     -    45,632.416   482,590.240   MT  0.99999374   -0 03 42.6
 TU1536;UTM  04      - 2,386,428.458   586,122.201   MT  0.99969165   +0 18 21.5
 TU1536
 TU1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1536!SPC HI 3     -   0.99998824  x   0.99999374  =   0.99998198
 TU1536!UTM  04      -   0.99998824  x   0.99969165  =   0.99967990
 TU1536
 TU1536:                Primary Azimuth Mark                     Grid Az
 TU1536:SPC HI 3     -  MOKULEIA RESET                           069 06 03.7
 TU1536:UTM  04      -  MOKULEIA RESET                           068 43 59.6
 TU1536
 TU1536|---------------------------------------------------------------------|
 TU1536| PID    Reference Object                     Distance      Geod. Az  |
 TU1536|                                                           dddmmss.s |
 TU1536| TU1534 MOKULEIA RESET                      420.085 METERS 0690221.1 |
 TU1536| TU1535 LEIA 1963                            29.870 METERS 13432     |
 TU1536| TU1545 MOKU                                APPROX. 4.7 KM 2154133.6 |
 TU1536|---------------------------------------------------------------------|
 TU1536
 TU1536                          SUPERSEDED SURVEY CONTROL
 TU1536
 TU1536  NAD 83(1986)-  21 34 43.34743(N)    158 10 05.19753(W) AD(       ) 3
 TU1536  OLD HI      -  21 34 54.73300(N)    158 10 15.12500(W) AD(       ) 3
 TU1536
 TU1536.Superseded values are not recommended for survey control.
 TU1536.NGS no longer adjusts projects to the OLD HI datum.
 TU1536.See file dsdata.txt to determine how the superseded data were derived.
 TU1536
 TU1536_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8612286428(NAD 83)
 TU1536
 TU1536  HISTORY     - Date     Condition        Report By
 TU1536  HISTORY     - 1927     MONUMENTED       CGS
 TU1536  HISTORY     - 1930     SEE DESCRIPTION  HITS
 TU1536  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1536  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1536  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1536
 TU1536                          STATION DESCRIPTION
 TU1536
 TU1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1536'NO DESCRIPTION IS AVAILABLE FOR THIS STATION, BUT ITS POSITION
 TU1536'AGREES SO CLOSELY WITH THAT FOR THE STATION ESTABLISHED IN 1874
 TU1536'THAT THEY MAY BE TAKEN TO BE IDENTICAL.  THE STATION OF 1874
 TU1536'WAS DESCRIBED AS BEING ON A SAND HILL NEAR THE SHORE AND MARKED
 TU1536'BY A CONCRETE POST.
 TU1536
 TU1536                          STATION RECOVERY (1930)
 TU1536
 TU1536'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1930
 TU1536'OLD MARK--U.S.C.AND G.S. STANDARD BRONZE TABLET SET IN CONCRETE
 TU1536'PIER ABOUT 6 INCHES ABOVE THE GROUND.
 TU1536'
 TU1536'NEW MARK--OLD MARK IN EXCELLENT CONDITION AND WAS NOT
 TU1536'DISTURBED.  BUT IT WAS REINFORCED BY A CONCRETE (REINFORCED)
 TU1536'BASE 5-1/2 BY 5-1/2 FEET BY 4 INCHES, BUILT AROUND OLD MARK EQUAL
 TU1536'ON FOUR SIDES.
 TU1536'
 TU1536'OTHERWISE THE DESCRIPTION OF THIS STATION REMAINS THE SAME
 TU1536'AS RECORDED BY THE U.S.C.AND G.S.
 TU1536
 TU1536                          STATION RECOVERY (1932)
 TU1536
 TU1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1536'RECOVERED IN GOOD CONDITION.  STATION IS NOW MARKED BY A
 TU1536'CONCRETE PLATFORM, 5-1/2 FEET SQUARE, SET FLUSH WITH GROUND
 TU1536'WITH A STANDARD DISK SET IN CENTER.  MAKALENA STREAM EMPTIES
 TU1536'ABOUT 100 METERS E OF THE STATION.
 TU1536
 TU1536                          STATION RECOVERY (1945)
 TU1536
 TU1536'RECOVERY NOTE BY US ARMY 1945
 TU1536'FROM JUNCTION OF HIGHWAYS 130 AND 11, JUST S OF WAIALUA, PROCEED
 TU1536'NW VIA HIGHWAY 11 FOR 3.0 MILES AND ABOUT 100 YARDS PAST
 TU1536'BRIDGE.  STATION IS BETWEEN TWO BRIDGES.  THENCE PROCEED
 TU1536'ABOUT 200 YARDS ACROSS PASTURE TO RAILROAD TRACK TO N.  FROM
 TU1536'RAILROAD CONCRETE MARKER (W/X) PROCEED 100 FEET NE TO STATION
 TU1536'SITE.
 TU1536'
 TU1536'STATION IS A STANDARD U.S.C. AND G.S. DISK SET IN TOP OF A
 TU1536'CONCRETE POST WHICH IS SURROUNDED BY CONCRETE BASE, 6 FEET
 TU1536'SQUARE.  NO REFERENCE MARKS COULD BE LOCATED.
 TU1536
 TU1536                          STATION RECOVERY (1963)
 TU1536
 TU1536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1536'STATION MARK AND LEIA 1963 (MAGNETIC STATION) WERE RECOVERED AND
 TU1536'FOUND IN GOOD CONDITION.  THE CONCRETE PLATFORM SURROUNDING
 TU1536'THE STATION MARK WAS BUILT IN MARCH, 1930 BY THE HAWAII TERRITORY
 TU1536'SURVEY.  A TIE WAS MADE BETWEEN THE TWO MARKS.  A COMPLETE
 TU1536'DESCRIPTION FOLLOWS--
 TU1536'
 TU1536'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF WAIALUA, 1 MILE
 TU1536'EAST OF THE EAST END OF DILLINGHAM AIRFIELD, 120 YARDS WEST OF
 TU1536'THE MOUTH OF MAKALEHA STREAM, AND 200 YARDS NORTH OF STATE
 TU1536'HIGHWAY 99, ALONG THE NORTH SHORE OF OAHU ON A BRUSH-COVERED
 TU1536'SAND DUNE ABOUT 15 FEET ABOVE SEA LEVEL.  IT IS THE HIGHEST
 TU1536'IN THE AREA AND IS HIDDEN BY LARGE IRONWOOD TREES.
 TU1536'
 TU1536'TO REACH STATION FROM THE POST OFFICE IN WAIALUA, GO SOUTH ON
 TU1536'GOODALE AVENUE FOR 0.5 MILE.  TAKE RIGHT FORK AND GO WEST ON
 TU1536'STATE HIGHWAY 99 FOR 3.2 MILES TO BRIDGE AT MAKALEHA STREAM.  WALK
 TU1536'NORTHERLY ACROSS PASTURE ALONG WEST SIDE OF STREAM FOR ABOUT
 TU1536'200 YARDS TO STATION.
 TU1536'
 TU1536'(NOTE--IT IS POSSIBLE TO DRIVE TO STATION BY PASSING THROUGH
 TU1536'A LOCKED GATE JUST BEYOND THE BRIDGE AND DRIVING ACROSS
 TU1536'PASTURE.  KEY FOR THE GATE MAY BE OBTAINED FROM THE CROWBAR RANCH
 TU1536'ON LEFT SIDE OF HIGHWAY).
 TU1536'
 TU1536'STATION MARK IS A STANDARD DISK STAMPED MOKULEIA 1927, SET IN
 TU1536'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 1/2
 TU1536'INCH FROM THE CENTER OF A 5-1/2-FOOT-SQUARE, CONCRETE PLATFORM
 TU1536'WHICH IS FLUSH WITH THE GROUND.  IT IS AT THE EAST END OF A ROW OF
 TU1536'COCONUT TREES, 18 FEET WEST OF AN OLD FISHING SHELTER, AND
 TU1536'35 FEET SOUTH FROM THE EDGE OF THE SAND BEACH.
 TU1536'
 TU1536'STATION LEIA 1963 IS A STANDARD MAGNETIC STATION DISK, STAMPED
 TU1536'LEIA 1963 SET IN THE TOP OF A CONCRETE-FILLED, 8-INCH-DIAMETER,
 TU1536'RED CLAY SOIL PIPE THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS
 TU1536'LOCATED ON THE FLAT BELOW THE STATION DUNE, 29.6 FEET
 TU1536'WEST-SOUTHWEST OF A 6-POINT STAR BLAZE ON AN IRONWOOD TREE, AND 6
 TU1536'FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0551 ***********************************************************************
 TU0551  DESIGNATION -  MOKULEIA AZ MK
 TU0551  PID         -  TU0551
 TU0551  STATE/COUNTY-  HI/HONOLULU
 TU0551  USGS QUAD   -  KAENA (1983)
 TU0551
 TU0551                         *CURRENT SURVEY CONTROL
 TU0551  ___________________________________________________________________
 TU0551* NAD 83(1986)-  21 34 52.     (N)    158 11 39.     (W)     SCALED    
 TU0551* LOCAL TIDAL -         3.376  (meters)      11.08   (feet)  ADJ UNCH  
 TU0551  ___________________________________________________________________
 TU0551  GEOID HEIGHT-          14.73  (meters)                     GEOID03
 TU0551
 TU0551  VERT ORDER  -  FIRST     CLASS II
 TU0551
 TU0551.The horizontal coordinates were scaled from a topographic map and have
 TU0551.an estimated accuracy of +/- 6 seconds.
 TU0551
 TU0551.The orthometric height was key entered from printed documents
 TU0551.and not key verified.
 TU0551
 TU0551.The geoid height was determined by GEOID03.
 TU0551
 TU0551;                    North         East    Units  Estimated Accuracy
 TU0551;SPC HI 3     -    45,900.      479,890.      MT  (+/- 180 meters Scaled)
 TU0551
 TU0551                          SUPERSEDED SURVEY CONTROL
 TU0551
 TU0551.No superseded survey control is available for this station.
 TU0551
 TU0551_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ834866(NAD 83)
 TU0551_MARKER: DZ = AZIMUTH MARK DISK
 TU0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0551_STAMPING: MOKULEIA 1969
 TU0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0551+STABILITY: SURFACE MOTION
 TU0551
 TU0551  HISTORY     - Date     Condition        Report By
 TU0551  HISTORY     - 1969     MONUMENTED       CGS
 TU0551  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0551
 TU0551                          STATION DESCRIPTION
 TU0551
 TU0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0551'5.55 MI W FROM WAIALUA.
 TU0551'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0551'THENCE 5.05 MILES WEST ALONG STATE HIGHWAY 99, AT THE WEST END OF
 TU0551'MOKULEIA BEACH PARK, 25.2 FEET NORTH OF THE CENTER LINE OF THE
 TU0551'HIGHWAY, 55.2 FEET EAST-NORTHEAST OF THE EAST END OF THE NORTH HEAD
 TU0551'WALL OF A CONCRETE BRIDGE, 2.3 FEET EAST OF THE PARK BOUNDARY FENCE,
 TU0551'45.6 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A CHAIN-LINK
 TU0551'FENCE AROUND A WOODEN WATER TANK, 8.8 FEET NORTH OF THE EAST END OF A
 TU0551'METAL GUARDRAIL, 72.7 FEET WEST OF TELEPHONE POLE 190XT, AND SET IN
 TU0551'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0551
 TU0551                          STATION RECOVERY (2006)
 TU0551
 TU0551'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0551'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1534 ***********************************************************************
 TU1534  DESIGNATION -  MOKULEIA RESET
 TU1534  PID         -  TU1534
 TU1534  STATE/COUNTY-  HI/HONOLULU
 TU1534  USGS QUAD   -  KAENA (1983)
 TU1534
 TU1534                         *CURRENT SURVEY CONTROL
 TU1534  ___________________________________________________________________
 TU1534* NAD 83(1993)-  21 34 48.28260(N)    158 09 51.54960(W)     ADJUSTED  
 TU1534* LOCAL TIDAL -        60.     (meters)     197.     (feet)  SCALED    
 TU1534  ___________________________________________________________________
 TU1534  EPOCH DATE  -        1993.62
 TU1534  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 TU1534  GEOID HEIGHT-          14.80  (meters)                     GEOID03
 TU1534
 TU1534  HORZ ORDER  -  THIRD
 TU1534
 TU1534.The horizontal coordinates were established by classical geodetic methods
 TU1534.and adjusted by the National Geodetic Survey in December 1998..
 TU1534.The horizontal coordinates are valid at the epoch date displayed above.
 TU1534.The epoch date for horizontal control is a decimal equivalence
 TU1534.of Year/Month/Day.
 TU1534
 TU1534.The orthometric height was scaled from a topographic map.
 TU1534
 TU1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1534
 TU1534.The geoid height was determined by GEOID03.
 TU1534
 TU1534;                    North         East     Units Scale Factor Converg.
 TU1534;SPC HI 3     -    45,782.269   482,982.686   MT  0.99999358   -0 03 37.6
 TU1534;UTM  04      - 2,386,580.781   586,513.558   MT  0.99969248   +0 18 26.6
 TU1534
 TU1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1534!SPC HI 3     -   0.99998824  x   0.99999358  =   0.99998182
 TU1534!UTM  04      -   0.99998824  x   0.99969248  =   0.99968073
 TU1534
 TU1534|---------------------------------------------------------------------|
 TU1534| PID    Reference Object                     Distance      Geod. Az  |
 TU1534|                                                           dddmmss.s |
 TU1534| CJ8862 MOKULEIA RM 1                        10.595 METERS 11026     |
 TU1534| CJ8863 MOKULEIA RM 2                        10.005 METERS 18541     |
 TU1534| TU1536 MOKULEIA                            420.085 METERS 2490226.1 |
 TU1534|---------------------------------------------------------------------|
 TU1534
 TU1534                          SUPERSEDED SURVEY CONTROL
 TU1534
 TU1534  NAD 83(1986)-  21 34 48.23327(N)    158 09 51.56110(W) AD(       ) 3
 TU1534  OLD HI      -  21 34 59.60600(N)    158 10 01.47700(W) AD(       ) 3
 TU1534
 TU1534.Superseded values are not recommended for survey control.
 TU1534.NGS no longer adjusts projects to the OLD HI datum.
 TU1534.See file dsdata.txt to determine how the superseded data were derived.
 TU1534
 TU1534_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8651486581(NAD 83)
 TU1534
 TU1534  HISTORY     - Date     Condition        Report By
 TU1534  HISTORY     - 1964     MONUMENTED       USE
 TU1534  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1534  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1534  HISTORY     - 1958     SEE DESCRIPTION  USA
 TU1534  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1534
 TU1534                          STATION DESCRIPTION
 TU1534
 TU1534'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1534'ABOUT 2-1/2 MILES W OF WAIALUA, 0.65 MILE E OF MOKULEIA RAILROAD
 TU1534'STATION, ABOUT 6 METERS S OF THE STORM HIGHWATER LINE.
 TU1534'
 TU1534'STATION IS MARKED BY A 4-INCH IRON PIPE, FILLED WITH CONCRETE,
 TU1534'PROJECTING 12 INCHES ABOVE GROUND.  A BRASS RECTANGULAR PLATE IS
 TU1534'IN TOP SURFACE, INSCRIBED U.S.E.D. 12.3 MOKLEIA (NOTE MISSPELLING
 TU1534').  A HEAVY GROWTH OF IRONWOOD TREES STANDS 5 METERS S OF THE
 TU1534'STATION.
 TU1534
 TU1534                          STATION RECOVERY (1945)
 TU1534
 TU1534'RECOVERY NOTE BY US ARMY 1945
 TU1534'STATION IS IN GOOD CONDITION.  MARK IS A CAST-IRON PIPE, 5
 TU1534'INCHES IN DIAMETER, 6 INCHES ABOVE SURFACE, CONCRETE FILLED
 TU1534'WITH RECTANGULAR STEEL PLATE ON TOP.
 TU1534'
 TU1534'FROM JUNCTION OF HIGHWAYS 130 AND 11, JUST S OF WAIALUA,
 TU1534'PROCEED NW VIA HIGHWAY 11 FOR 2.5 MILES TO INTERSECTION WITH
 TU1534'DIRT ROAD RUNNING NE AND SW, THENCE NE (RIGHT) VIA DIRT ROAD
 TU1534'WHICH LEADS INTO OFFICERS RECREATIONAL GROUNDS, CONTINUE ON
 TU1534'DIRT ROAD THROUGH GROUNDS AND PAST BUILDINGS FOR 0.6 MILE TO
 TU1534'STATION SITE, WHICH IS OFF TO N OF ROAD AND ON THE BEACH.
 TU1534
 TU1534                          STATION RECOVERY (1958)
 TU1534
 TU1534'RECOVERY NOTE BY US ARMY 1958
 TU1534'STATION HAS BEEN HIT BY SOME TYPE OF OBJECT.  IT IS LEANING
 TU1534'TO ONE SIDE.  STATION SHOULD BE STRAIGHTENED AND RE-ESTABLISHED.
 TU1534
 TU1534                          STATION RECOVERY (1964)
 TU1534
 TU1534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1534'STATION WAS RECOVERED, WITH THE TOP OF THE PIPE BROKEN OFF AND
 TU1534'THE SHANK OF THE MARK PROJECTING FROM THE CONCRETE IN THE PIPE,
 TU1534'ABOUT FLUSH WITH THE GROUND.  THE MARK, A 2-1/2 X 3-INCH BRASS
 TU1534'PLATE, STAMPED US ELE 12.3 MOKLEIA, WAS FOUND ALONGSIDE OF THE
 TU1534'PIPE.  THE PIPE WAS FOUND TO BE SET IN A LARGE MASS OF CONCRETE
 TU1534'BELOW THE GROUND AND WAS STILL SOLID, SO IT WAS REBUILT.  A NEW
 TU1534'STATION MARK AND TWO REFERENCE MARKS WERE ESTABLISHED.  A
 TU1534'COMPLETE DESCRIPTION FOLLOWS--
 TU1534'
 TU1534'STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF WAIALUA, ALONG
 TU1534'THE NORTH COAST OF THE ISLAND, AT NORTH EDGE OF GROVE OF LARGE
 TU1534'IRONWOOD TREES, ON NARROW STRIP BETWEEN FENCE AND SEA.  1378.8
 TU1534'FEET FROM STATION MOKULEIA 1927 IN AZIMUTH 249 DEG 02 MIN, AND
 TU1534'ABOUT 700 FEET NORTHEAST ALONG FENCE FROM FENCE CORNER.
 TU1534'
 TU1534'TO REACH STATION FROM INTERSECTION OF GOODALE AVE. AND
 TU1534'STATE HIGHWAY 99 IN WAIALUA, GO WEST ON THE HIGHWAY FOR 3.0 MILES
 TU1534'TO BOARD GATE ON RIGHT.  (KEY MAY BE OBTAINED AT THE CROWBAR
 TU1534'RANCH 1/2-MILE FURTHER WEST, ON LEFT SIDE OF HIGHWAY).  PASS
 TU1534'THROUGH GATE AND FOLLOW TRACK ROAD, PASSING THROUGH A BOARD GATE
 TU1534'AND 2 WIRE GATES, FOR 0.3 MILE TO BEACH.  GO RIGHT, ALONG FENCE,
 TU1534'FOR 0.15 MILE TO STATION.
 TU1534'
 TU1534'STATION MARK IS A STANDARD DISK STAMPED MOKULEIA USE 1914 1964,
 TU1534'SET IN THE TOP OF A ROUND-TOPPED MASS OF CONCRETE ABOUT 2 FEET
 TU1534'IN DIAMETER AND PROJECTING 5 INCHES ABOVE SAND.  IT IS 28.1 FEET
 TU1534'NORTHWEST OF FENCE, 37.7 FEET NORTH OF A TRIANGLE BLAZE ON A
 TU1534'TREE USED AS A FENCE-POST, 38.2 FEET WEST OF JOG IN FENCE,
 TU1534'AND 55 YARDS WEST OF WEST END OF A ROW OF IRONWOODS THAT IS
 TU1534'THE SOUTH 1 OF 4 ROWS OF TREES THAT SET OUTSIDE OF PASTURE
 TU1534'FENCE.
 TU1534'
 TU1534'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU1534'MOKULEIA USE NO 1 1914 1964, SET IN THE TOP OF A 12-INCH-SQUARE,
 TU1534'CONCRETE MONUMENT PROJECTING 4 INCHES.  IT IS 4.7 FEET WEST OF
 TU1534'JOG IN FENCE AND 1 FOOT NORTH OF FENCE.
 TU1534'
 TU1534'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOKULEIA
 TU1534'USE NO 2 1914 1964, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU1534'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 6 FEET NORTH OF THE
 TU1534'TRIANGLE BLAZE ON THE TREE AND 16 INCHES NORTHWEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0548 ***********************************************************************
 TU0548  DESIGNATION -  MOKULEIA RM 1
 TU0548  PID         -  TU0548
 TU0548  STATE/COUNTY-  HI/HONOLULU
 TU0548  USGS QUAD   -  KAENA (1983)
 TU0548
 TU0548                         *CURRENT SURVEY CONTROL
 TU0548  ___________________________________________________________________
 TU0548* NAD 83(1986)-  21 34 56.     (N)    158 11 26.     (W)     SCALED    
 TU0548* LOCAL TIDAL -         4.474  (meters)      14.68   (feet)  ADJ UNCH  
 TU0548  ___________________________________________________________________
 TU0548  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU0548
 TU0548  VERT ORDER  -  FIRST     CLASS II
 TU0548
 TU0548.The horizontal coordinates were scaled from a topographic map and have
 TU0548.an estimated accuracy of +/- 6 seconds.
 TU0548
 TU0548.The orthometric height was key entered from printed documents
 TU0548.and not key verified.
 TU0548
 TU0548.The geoid height was determined by GEOID03.
 TU0548
 TU0548;                    North         East    Units  Estimated Accuracy
 TU0548;SPC HI 3     -    46,020.      480,270.      MT  (+/- 180 meters Scaled)
 TU0548
 TU0548                          SUPERSEDED SURVEY CONTROL
 TU0548
 TU0548.No superseded survey control is available for this station.
 TU0548
 TU0548_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ837868(NAD 83)
 TU0548_MARKER: DR = REFERENCE MARK DISK
 TU0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0548_STAMPING: MOKULEIA NO 1 1969
 TU0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0548+STABILITY: SURFACE MOTION
 TU0548
 TU0548  HISTORY     - Date     Condition        Report By
 TU0548  HISTORY     - 1969     MONUMENTED       CGS
 TU0548
 TU0548                          STATION DESCRIPTION
 TU0548
 TU0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0548'5.45 MI W FROM WAIALUA.
 TU0548'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0548'THENCE 4.85 MILES WEST ALONG STATE HIGHWAY 99, THENCE 0.1 MILE NORTH
 TU0548'ALONG THE EAST BOUNDARY FENCE OF THE MOKULEIA BEACH PARK, 42.9 FEET
 TU0548'SOUTH OF THE STATION, 54.6 FEET SOUTH-SOUTHEAST OF R.M. 2, 1.4 FEET
 TU0548'NORTHWEST OF A FENCE CORNER POST, AND SET IN THE TOP OF A CONCRETE
 TU0548'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0550 ***********************************************************************
 TU0550  DESIGNATION -  MOKULEIA RM 2
 TU0550  PID         -  TU0550
 TU0550  STATE/COUNTY-  HI/HONOLULU
 TU0550  USGS QUAD   -  KAENA (1983)
 TU0550
 TU0550                         *CURRENT SURVEY CONTROL
 TU0550  ___________________________________________________________________
 TU0550* NAD 83(1986)-  21 34 56.     (N)    158 11 26.     (W)     SCALED    
 TU0550* LOCAL TIDAL -         4.783  (meters)      15.69   (feet)  ADJ UNCH  
 TU0550  ___________________________________________________________________
 TU0550  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU0550
 TU0550  VERT ORDER  -  FIRST     CLASS II
 TU0550
 TU0550.The horizontal coordinates were scaled from a topographic map and have
 TU0550.an estimated accuracy of +/- 6 seconds.
 TU0550
 TU0550.The orthometric height was key entered from printed documents
 TU0550.and not key verified.
 TU0550
 TU0550.The geoid height was determined by GEOID03.
 TU0550
 TU0550;                    North         East    Units  Estimated Accuracy
 TU0550;SPC HI 3     -    46,020.      480,270.      MT  (+/- 180 meters Scaled)
 TU0550
 TU0550                          SUPERSEDED SURVEY CONTROL
 TU0550
 TU0550.No superseded survey control is available for this station.
 TU0550
 TU0550_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ837868(NAD 83)
 TU0550_MARKER: DR = REFERENCE MARK DISK
 TU0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0550_STAMPING: MOKULEIA NO 2 1969
 TU0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0550+STABILITY: SURFACE MOTION
 TU0550
 TU0550  HISTORY     - Date     Condition        Report By
 TU0550  HISTORY     - 1969     MONUMENTED       CGS
 TU0550
 TU0550                          STATION DESCRIPTION
 TU0550
 TU0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0550'5.45 MI W FROM WAIALUA.
 TU0550'0.5 MILE SOUTH ALONG GOODALE AVENUE FROM THE POST OFFICE AT WAIALUA,
 TU0550'THENCE 4.85 MILES WEST ALONG STATE HIGHWAY 99, THENCE 0.1 MILE NORTH
 TU0550'ALONG THE EAST BOUNDARY FENCE OF THE MOKULEIA BEACH PARK, 38.2 FEET
 TU0550'WEST OF THE STATION, 56.1 FEET NORTHWEST OF A FENCE CORNER, AND SET IN
 TU0550'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1049 ***********************************************************************
 TU1049  DESIGNATION -  MOKULUA ISLAND
 TU1049  PID         -  TU1049
 TU1049  STATE/COUNTY-  HI/HONOLULU
 TU1049  USGS QUAD   -  MOKAPU (1983)
 TU1049
 TU1049                         *CURRENT SURVEY CONTROL
 TU1049  ___________________________________________________________________
 TU1049* NAD 83(1993)-  21 23 30.28150(N)    157 41 54.05184(W)     ADJUSTED  
 TU1049* LOCAL TIDAL -                                                        
 TU1049  ___________________________________________________________________
 TU1049  EPOCH DATE  -        1993.62
 TU1049  LAPLACE CORR-          -8.91  (seconds)                    DEFLEC99
 TU1049  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU1049
 TU1049  HORZ ORDER  -  THIRD
 TU1049
 TU1049.The horizontal coordinates were established by classical geodetic methods
 TU1049.and adjusted by the National Geodetic Survey in December 1998..
 TU1049.The horizontal coordinates are valid at the epoch date displayed above.
 TU1049.The epoch date for horizontal control is a decimal equivalence
 TU1049.of Year/Month/Day.
 TU1049
 TU1049
 TU1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1049
 TU1049.The geoid height was determined by GEOID03.
 TU1049
 TU1049;                    North         East     Units Scale Factor Converg.
 TU1049;SPC HI 3     -    24,950.595   531,280.138   MT  1.00000209   +0 06 36.1
 TU1049;UTM  04      - 2,366,063.224   634,931.627   MT  0.99982498   +0 28 29.4
 TU1049
 TU1049                          SUPERSEDED SURVEY CONTROL
 TU1049
 TU1049  NAD 83(1986)-  21 23 30.23150(N)    157 41 54.05919(W) AD(       ) 4
 TU1049  OLD HI      -  21 23 41.64600(N)    157 42 03.93800(W) AD(       ) 3
 TU1049
 TU1049.Superseded values are not recommended for survey control.
 TU1049.NGS no longer adjusts projects to the OLD HI datum.
 TU1049.See file dsdata.txt to determine how the superseded data were derived.
 TU1049
 TU1049_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3493266063(NAD 83)
 TU1049
 TU1049  HISTORY     - Date     Condition        Report By
 TU1049  HISTORY     - 1926     MONUMENTED       CGS
 TU1049  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1049
 TU1049                          STATION DESCRIPTION
 TU1049
 TU1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1049'OFF THE SOUTHEAST COAST OF OAHU, ON TOP OF THE MORE NORTHERLY OF
 TU1049'THE TWO ISLANDS (MOKULUA ISLANDS) THAT LIE NORTHEAST OF WAILEA
 TU1049'POINT.  THIS ISLAND IS VERY STEEP AND ROCKY, AND IS HIGHER THAN
 TU1049'THE SMOOTH GRASSY SLOPED ISLAND SOUTH OF IT.  THE TOP IS WELL
 TU1049'DEFINED, AND APPEARS AS A SHAFT, ROUGHLY CUBICAL.
 TU1049
 TU1049                          STATION RECOVERY (1965)
 TU1049
 TU1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1049'STATION WAS RECOVERED.  IT IS THE NORTH, AND HIGHER, ONE OF TWO
 TU1049'ISLANDS THAT LIE ABOUT 3/4 MILE OFFSHORE FROM LANIKAI.  THE
 TU1049'HIGHEST PART OF THE ISLAND IS A VERY STEEP-SIDED SPIRE, OR HUMP,
 TU1049'ON WHICH IS A SMALL, SHARP, ROCK TIP.  STATION ELEVATION IS ABOUT
 TU1049'225 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2209 ***********************************************************************
 TU2209  DESIGNATION -  MOKUOLA 1878
 TU2209  PID         -  TU2209
 TU2209  STATE/COUNTY-  HI/HAWAII
 TU2209  USGS QUAD   -  HILO (1995)
 TU2209
 TU2209                         *CURRENT SURVEY CONTROL
 TU2209  ___________________________________________________________________
 TU2209* NAD 83(1993)-  19 43 49.11283(N)    155 04 07.00368(W)     ADJUSTED  
 TU2209* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2209  ___________________________________________________________________
 TU2209  EPOCH DATE  -        1993.62
 TU2209  LAPLACE CORR-         -17.40  (seconds)                    DEFLEC99
 TU2209  GEOID HEIGHT-          17.92  (meters)                     GEOID03
 TU2209
 TU2209  HORZ ORDER  -  THIRD
 TU2209
 TU2209.The horizontal coordinates were established by classical geodetic methods
 TU2209.and adjusted by the National Geodetic Survey in December 1998..
 TU2209.The horizontal coordinates are valid at the epoch date displayed above.
 TU2209.The epoch date for horizontal control is a decimal equivalence
 TU2209.of Year/Month/Day.
 TU2209
 TU2209.The orthometric height was scaled from a topographic map.
 TU2209
 TU2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2209
 TU2209.The geoid height was determined by GEOID03.
 TU2209
 TU2209;                    North         East     Units Scale Factor Converg.
 TU2209;SPC HI 1     -    99,345.322   545,218.692   MT  0.99999193   +0 08 44.3
 TU2209;UTM  05      - 2,182,959.343   283,209.612   MT  1.00018094   -0 41 55.0
 TU2209
 TU2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2209!SPC HI 1     -   0.99999703  x   0.99999193  =   0.99998896
 TU2209!UTM  05      -   0.99999703  x   1.00018094  =   1.00017797
 TU2209
 TU2209:                Primary Azimuth Mark                     Grid Az
 TU2209:SPC HI 1     -  FOREIGN CHURCH                           248 54 20.9
 TU2209:UTM  05      -  FOREIGN CHURCH                           249 45 00.2
 TU2209
 TU2209|---------------------------------------------------------------------|
 TU2209| PID    Reference Object                     Distance      Geod. Az  |
 TU2209|                                                           dddmmss.s |
 TU2209| TU2223 FOREIGN CHURCH                      APPROX. 2.2 KM 2490305.2 |
 TU2209| TU2148 ALALA RESET=758                     APPROX.12.4 KM 3400003.4 |
 TU2209|---------------------------------------------------------------------|
 TU2209
 TU2209                          SUPERSEDED SURVEY CONTROL
 TU2209
 TU2209  NAD 83(1986)-  19 43 49.08107(N)    155 04 07.02361(W) AD(       ) 3
 TU2209  OLD HI      -  19 44 00.83700(N)    155 04 16.99200(W) AD(       ) 3
 TU2209
 TU2209.Superseded values are not recommended for survey control.
 TU2209.NGS no longer adjusts projects to the OLD HI datum.
 TU2209.See file dsdata.txt to determine how the superseded data were derived.
 TU2209
 TU2209_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8321082959(NAD 83)
 TU2209
 TU2209  HISTORY     - Date     Condition        Report By
 TU2209  HISTORY     - 1878     MONUMENTED       CGS
 TU2209  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2209  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2209  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU2209
 TU2209                          STATION DESCRIPTION
 TU2209
 TU2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2209'ON EASTERN COAST OF HAWAII, IN HILO HARBOR, ON THE OUTERMOST
 TU2209'POINT OF COCOANUT ISLAND, IN THE SAND AT THE VERY EDGE OF THE
 TU2209'GRASS LINE.  MARKED BY A GRANITE BLOCK ABOUT 5 INCHES SQUARE
 TU2209'SET IN A FOUNDATION OF LAVA BOWLDERS, FORMING AN EQUILATERAL
 TU2209'TRIANGLE ABOUT 1 FOOT HIGH AND 4 FEET ON SIDE, TOP FINISHED
 TU2209'SMOOTH WITH CEMENT.  THE GRANITE BLOCK PROJECTS SLIGHTLY ABOVE
 TU2209'THE CEMENT SURFACE.  THE WHOLE MARK NOW TILTS SLIGHTLY TO
 TU2209'SEAWARD, AND MAY HAVE SUFFERED SOME CHANGE.  ALTHOUGH RESTING
 TU2209'IN SAND, THE MARK IS PROTECTED FROM SEAWARD BY A FLAT LEDGE
 TU2209'OF LAVE A FEW FEET AWAY, WHICH FORMS A PROTECTING ARM.
 TU2209
 TU2209                          STATION RECOVERY (1929)
 TU2209
 TU2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (CLM)
 TU2209'TYPE B-.  MONUMENT WAS ERECTED OVER THE ORIGINAL MARK, A +
 TU2209'IN CONCRETE, ON SOLID PAHOEHOE BY CHAS. L. MURRAY OF THE
 TU2209'HAWAII TERRITORY SURVEY ON DEC. 24, 1929.  MOKUOLA 1929 IS NOT
 TU2209'THE ORIGINAL MOKUOLA TRIG STATION BUT IS A NEW STATION SET ON
 TU2209'A MORE PROMINENT POINT SEVERAL FEET AWAY FROM THE OLD CONCRETE
 TU2209'TRIANGULAR BLOCK WHICH HAS BEEN MOVED AND WHICH FORMERLY MARKED
 TU2209'THE ORIGINAL MOKUOLA.  THE OLD STATION MOKUOLA, A LARGE MASONRY
 TU2209'TRIANGULAR BLOCK LIES SLIGHTLY TILTED ON A DEPRESSION NEARBY.
 TU2209
 TU2209                          STATION RECOVERY (1932)
 TU2209
 TU2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JHP)
 TU2209'THIS STATION WAS RECOVERED AND REOCCUPIED FOR MAGNETIC
 TU2209'OBSERVATIONS IN MAY 1932.  THE OLD TRIANGULAR BLOCK OF CONCRETE
 TU2209'WITH THE GRANITE POST CENTRE IS STILL THERE BUT IT IS NOW
 TU2209'TILTED TO THE SOUTHWESTWARD.
 TU2209'
 TU2209'A NEW STATION HAS BEEN ESTABLISHED BY THE HAWAIIAN GOVERNMENT
 TU2209'SURVEY ON THE LAVA LEDGE TO THE NORTHEASTWARD OF THE OLD
 TU2209'STATION.  A CONCRETE BASE ABOUT SIX FEET SQUARE AND FROM TWO TO
 TU2209'THREE FEET HIGH ON THE SIDES HAS BEEN BUILT ON THE SOLID
 TU2209'ROCK.  A CENTRAL RAISED PILLAR OF CONCRETE WITH A TWO AND
 TU2209'ONE-HALF INCH SHORT IRON PIPE IMBEDED THERE IN MARK THE CENTRE
 TU2209'OF THE STATION.  A SIGNAL BANNER OF TWO INCH PIPE WITH CROSSED
 TU2209'STEEL BANNERS SLIPS INTO THE SHORT SECTION TO PROVIDE A
 TU2209'SIGNAL.  ON THE TOP OF THE SIX FOOT SQUARE BASE AT ONE SIDE
 TU2209'ARE LETTERS ABOUT NINE INCHES IN HEIGHT FORMING THE
 TU2209'INSCRIPTION MOKUOLA 1929.
 TU2209'
 TU2209'DISTANCE OF THE NEW STATION FROM THE PRESENT POSITION OF THE
 TU2209'OLD STATION 9.18 METERS.  AZIMUTHS AT MOKUOLA 1878.  RECOVERED
 TU2209'IN 1932.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2208 ***********************************************************************
 TU2208  DESIGNATION -  MOKUOLA 2 1951
 TU2208  PID         -  TU2208
 TU2208  STATE/COUNTY-  HI/HAWAII
 TU2208  USGS QUAD   -  HILO (1995)
 TU2208
 TU2208                         *CURRENT SURVEY CONTROL
 TU2208  ___________________________________________________________________
 TU2208* NAD 83(1993)-  19 43 49.31475(N)    155 04 06.76888(W)     ADJUSTED  
 TU2208* LOCAL TIDAL -         1.0    (meters)       3.     (feet)  VERT ANG  
 TU2208  ___________________________________________________________________
 TU2208  EPOCH DATE  -        1993.62
 TU2208  LAPLACE CORR-         -17.40  (seconds)                    DEFLEC99
 TU2208  GEOID HEIGHT-          17.91  (meters)                     GEOID03
 TU2208
 TU2208  HORZ ORDER  -  THIRD
 TU2208
 TU2208.The horizontal coordinates were established by classical geodetic methods
 TU2208.and adjusted by the National Geodetic Survey in December 1998..
 TU2208.The horizontal coordinates are valid at the epoch date displayed above.
 TU2208.The epoch date for horizontal control is a decimal equivalence
 TU2208.of Year/Month/Day.
 TU2208
 TU2208.The orthometric height was determined by vertical angle observations.
 TU2208
 TU2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2208
 TU2208.The geoid height was determined by GEOID03.
 TU2208
 TU2208;                    North         East     Units Scale Factor Converg.
 TU2208;SPC HI 1     -    99,351.549   545,225.513   MT  0.99999194   +0 08 44.4
 TU2208;UTM  05      - 2,182,965.469   283,216.525   MT  1.00018090   -0 41 55.0
 TU2208
 TU2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2208!SPC HI 1     -   0.99999703  x   0.99999194  =   0.99998897
 TU2208!UTM  05      -   0.99999703  x   1.00018090  =   1.00017793
 TU2208
 TU2208:                Primary Azimuth Mark                     Grid Az
 TU2208:SPC HI 1     -  KEOKEA 2 1951                            074 04 26.0
 TU2208:UTM  05      -  KEOKEA 2 1951                            074 55 05.4
 TU2208
 TU2208|---------------------------------------------------------------------|
 TU2208| PID    Reference Object                     Distance      Geod. Az  |
 TU2208|                                                           dddmmss.s |
 TU2208| TU2191 KEOKEA 2 1951                       APPROX. 2.8 KM 0741310.4 |
 TU2208| TU2254 KUHIO BAY RANGE FRONT LIGHT         APPROX. 1.6 KM 0814357.3 |
 TU2208| TU2253 KUHIO BAY RANGE REAR LIGHT          APPROX. 2.0 KM 0845923.6 |
 TU2208| TU2197 HILO BULK SUGAR BINS W LIGHT        APPROX. 1.7 KM 0924429.9 |
 TU2208| TU2198 HILO HARBOR COMMISSIONERS TANK      APPROX. 1.5 KM 0964920.1 |
 TU2208| TU2207 HILO RADIO STATION KIMO TOWER       289.245 METERS 10255     |
 TU2208| TU2276 HILO RADIO STATION KHBC MAST        APPROX. 7.1 KM 2552700.7 |
 TU2208|---------------------------------------------------------------------|
 TU2208
 TU2208                          SUPERSEDED SURVEY CONTROL
 TU2208
 TU2208  NAD 83(1986)-  19 43 49.28286(N)    155 04 06.78760(W) AD(       ) 3
 TU2208  OLD HI      -  19 44 00.22500(N)    155 04 16.75600(W) AD(       ) 3
 TU2208
 TU2208.Superseded values are not recommended for survey control.
 TU2208.NGS no longer adjusts projects to the OLD HI datum.
 TU2208.See file dsdata.txt to determine how the superseded data were derived.
 TU2208
 TU2208_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8321782965(NAD 83)
 TU2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU2208+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 TU2208
 TU2208  HISTORY     - Date     Condition        Report By
 TU2208  HISTORY     - 1951     MONUMENTED       CGS
 TU2208  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU2208  HISTORY     - 19970120 GOOD             USPSQD
 TU2208  HISTORY     - 20040429 GOOD             JCLS
 TU2208
 TU2208                          STATION DESCRIPTION
 TU2208
 TU2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU2208'RECOVERED IN GOOD CONDITION.  THE PUBLISHED DATE DOES NOT AGREE
 TU2208'WITH THE DATE INSCRIBED IN CONCRETE BY THE STATION.  DIRECTIONS
 TU2208'AND DISTANCES OBSERVED TO THE STATION AGREE WITH THE PUBLISHED
 TU2208'POSITION.
 TU2208'
 TU2208'A COMPLETE DESCRIPTION IS AS FOLLOWS--TO REACH THE STATION FROM
 TU2208'THE POST OFFICE IN HILO PROCEED NORTHEASTERLY ON WAILUKU ST. FOR
 TU2208'0.15 MILES, BEAR RIGHT ONTO KAMEHAMEHA AVE. FOR 1.3 MILES, TURN
 TU2208'LEFT ONTO ACCESS ROAD TO COCONUT ISLAND.  STATION IS 130 YDS. TO
 TU2208'THE NORTH AT END OF ISLAND.
 TU2208'
 TU2208'STATION IS A TRIANGLE INSCRIBED IN A CONCRETE SLAB 6 BY 6
 TU2208'FT. AND ABOUT 6 IN THICK.  OVER THE STATION IS A CONCRETE FOOTING
 TU2208'WITH A 2 IN DIAMETER PIPE DESIGNED FOR USE WITH A METAL
 TU2208'CROSSBANNER.  NO REFERENCE MARKS WERE FOUND.
 TU2208'
 TU2208'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2208'HILO, COCOANUT IS.
 TU2208
 TU2208                          STATION RECOVERY (1997)
 TU2208
 TU2208'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2208'RECOVERED IN GOOD CONDITION.
 TU2208
 TU2208                          STATION RECOVERY (2004)
 TU2208
 TU2208'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1094 ***********************************************************************
 TU1094  DESIGNATION -  MOKUOLOE ISLAND
 TU1094  PID         -  TU1094
 TU1094  STATE/COUNTY-  HI/HONOLULU
 TU1094  USGS QUAD   -  KANEOHE (1983)
 TU1094
 TU1094                         *CURRENT SURVEY CONTROL
 TU1094  ___________________________________________________________________
 TU1094* NAD 83(1993)-  21 26 00.84689(N)    157 47 16.77638(W)     ADJUSTED  
 TU1094* LOCAL TIDAL -                                                        
 TU1094  ___________________________________________________________________
 TU1094  EPOCH DATE  -        1993.62
 TU1094  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 TU1094  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU1094
 TU1094  HORZ ORDER  -  THIRD
 TU1094
 TU1094.The horizontal coordinates were established by classical geodetic methods
 TU1094.and adjusted by the National Geodetic Survey in December 1998..
 TU1094.The horizontal coordinates are valid at the epoch date displayed above.
 TU1094.The epoch date for horizontal control is a decimal equivalence
 TU1094.of Year/Month/Day.
 TU1094
 TU1094
 TU1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1094
 TU1094.The geoid height was determined by GEOID03.
 TU1094
 TU1094;                    North         East     Units Scale Factor Converg.
 TU1094;SPC HI 3     -    29,566.197   521,977.942   MT  0.99999597   +0 04 38.9
 TU1094;UTM  04      - 2,370,618.588   625,601.969   MT  0.99979494   +0 26 34.6
 TU1094
 TU1094                          SUPERSEDED SURVEY CONTROL
 TU1094
 TU1094  NAD 83(1986)-  21 26 00.79731(N)    157 47 16.78456(W) AD(       ) 4
 TU1094  OLD HI      -  21 26 12.20200(N)    157 47 26.67500(W) AD(       ) 3
 TU1094
 TU1094.Superseded values are not recommended for survey control.
 TU1094.NGS no longer adjusts projects to the OLD HI datum.
 TU1094.See file dsdata.txt to determine how the superseded data were derived.
 TU1094
 TU1094_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2560270619(NAD 83)
 TU1094
 TU1094  HISTORY     - Date     Condition        Report By
 TU1094  HISTORY     - 1926     MONUMENTED       CGS
 TU1094  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1094
 TU1094                          STATION DESCRIPTION
 TU1094
 TU1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1094'ON THE EASTERN COAST OF OAHU, IN THE SOUTHERN END OF KANEOHE BAY,
 TU1094'THE CENTER AND HIGHEST POINT OF THE GENTLY SLOPING, GRASSY ISLAND
 TU1094'OF THE SAME NAME.  MARKED BY A SMALL TREE.
 TU1094
 TU1094                          STATION RECOVERY (1963)
 TU1094
 TU1094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1094'THE STATION SITE WAS VISITED AND IT WAS FOUND THAT THE TOP OF
 TU1094'THE HILL HAS BEEN LANDSCAPED AND HAS A SMALL COTTAGE ON
 TU1094'IT.  THERE IS A LARGE, LONE COCONUT PALM NEAR THE COTTAGE AND
 TU1094'A FEW OTHER COCONUT PALMS AND NORFOLK PINE TREES ALONG WEST SIDE
 TU1094'OF HILLTOP.
 TU1094'
 TU1094'THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3575 ***********************************************************************
 AA3575  DESIGNATION -  MOKUOLOE TIDAL BM NO 1
 AA3575  PID         -  AA3575
 AA3575  STATE/COUNTY-  HI/HONOLULU
 AA3575  USGS QUAD   -  KANEOHE (1983)
 AA3575
 AA3575                         *CURRENT SURVEY CONTROL
 AA3575  ___________________________________________________________________
 AA3575* NAD 83(1993)-  21 25 58.66152(N)    157 47 23.19751(W)     ADJUSTED  
 AA3575* LOCAL TIDAL -         0.9    (meters)       3.     (feet)  GPS OBS   
 AA3575  ___________________________________________________________________
 AA3575  EPOCH DATE  -        1993.62
 AA3575  X           -  -5,499,023.751 (meters)                     COMP
 AA3575  Y           -  -2,245,254.664 (meters)                     COMP
 AA3575  Z           -   2,316,089.501 (meters)                     COMP
 AA3575  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AA3575  ELLIP HEIGHT-          17.41  (meters)          (11/30/94) GPS OBS
 AA3575  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 AA3575
 AA3575  HORZ ORDER  -  FIRST
 AA3575  ELLP ORDER  -  FIFTH     CLASS I
 AA3575
 AA3575.The horizontal coordinates were established by GPS observations
 AA3575.and adjusted by the National Geodetic Survey in November 1994..
 AA3575.The horizontal coordinates are valid at the epoch date displayed above.
 AA3575.The epoch date for horizontal control is a decimal equivalence
 AA3575.of Year/Month/Day.
 AA3575
 AA3575.The orthometric height was determined by GPS observations and a
 AA3575.high-resolution geoid model.
 AA3575
 AA3575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3575
 AA3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3575
 AA3575.The ellipsoidal height was determined by GPS observations
 AA3575.and is referenced to NAD 83.
 AA3575
 AA3575.The geoid height was determined by GEOID03.
 AA3575
 AA3575;                    North         East     Units Scale Factor Converg.
 AA3575;SPC HI 3     -    29,498.735   521,793.127   MT  0.99999587   +0 04 36.5
 AA3575;UTM  04      - 2,370,549.962   625,417.626   MT  0.99979437   +0 26 32.2
 AA3575
 AA3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3575!SPC HI 3     -   0.99999726  x   0.99999587  =   0.99999313
 AA3575!UTM  04      -   0.99999726  x   0.99979437  =   0.99979163
 AA3575
 AA3575                          SUPERSEDED SURVEY CONTROL
 AA3575
 AA3575.No superseded survey control is available for this station.
 AA3575
 AA3575_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2541870550(NAD 83)
 AA3575_MARKER: DB = BENCH MARK DISK
 AA3575_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA3575_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 AA3575_STAMPING: MOKUOLOE TIDAL BM NO. 1
 AA3575_MARK LOGO: CGS   
 AA3575_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3575+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1993
 AA3575
 AA3575  HISTORY     - Date     Condition        Report By
 AA3575  HISTORY     - 1957     MONUMENTED       NOS
 AA3575  HISTORY     - 19930813 GOOD             NOS
 AA3575
 AA3575                          STATION DESCRIPTION
 AA3575
 AA3575'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3575'THE STATION IS LOCATED ABOUT 0.64 KM (0.4MI) EAST OF THE MAIN
 AA3575'SHORELINE OF OAHU AT KANEOHI, ON THE WEST SIDE OF MOKUOLOE ISLAND
 AA3575'(LOCALLY KNOWN AS COCONUT ISLAND), NEAR THE WEST END OF A POND
 AA3575'(LOCALLY KNOWN AS LONG POND), AND NORTHEAST OF THE END OF A SMALL ARCH
 AA3575'BRIDGE. OWNERSHIP--UNIVERSITY OF HAWAII. FOR ACCESS AND FURTHER
 AA3575'INFORMATION CONTACT DR.PHIL HELFRICH, TELEPHONE NUMBER (808) 247-6631.
 AA3575'TO REACH THE BOAT LAUNCH AREA IN ORDER TO GET TO THE STATION, IS AS
 AA3575'FOLLOWS. FROM THE JUNCTION OF LIKELIKE HIGHWAY (HIGHWAY 63) AND
 AA3575'KAMEHAMEHA HIGHWAY IN KANEOHI, GO NORTH ON KAMEHAMEHA HIGHWAY FOR 1.8
 AA3575'KM (1.1 MI) TO LILI PUNA STREET ON THE RIGHT. TURN RIGHT AND GO EAST
 AA3575'ON LILI PUNA STREET FOR 2.25 KM (1.4 MI) TO AN UNMARKED ENTRANCE ON
 AA3575'THE RIGHT TO THE UNIVERSITY OF HAWAII MARINE BIOLOGY LABORATORY DOCK.
 AA3575'TURN RIGHT AND GO DOWNHILL ON THE ROAD FOR 0.2 KM (0.1 MI) TO THE BOAT
 AA3575'DOCK (PIER) AND END OF TRUCK TRAVEL. NOTE FROM THIS POINT, TAKE BOAT
 AA3575'ACROSS TO MOKUOLOE ISLAND (LOCALLY KNOWN AS COCONUT ISLAND) TO THE
 AA3575'STATION, ON THE WEST SIDE OF THE ISLAND, NEAR A TIDE GAUGE SHED, AND
 AA3575'SET IN A HEADWALL. THE STATION IS A STANDARD CGS DISK SET INTO A DRILL
 AA3575'HOLE IN THE TOP OF A CONCRETE HEADWALL. LOCATED 6.67 METERS (21.9 FT)
 AA3575'NORTH FROM THE NORTHEAST END OF A SMALL CONCRETE ARCH BRIDGE AND 6.0
 AA3575'METERS (19.7 FT) SOUTH FROM A TIDE GUAGE SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0477 ***********************************************************************
 TU0477  DESIGNATION -  MOLII
 TU0477  PID         -  TU0477
 TU0477  STATE/COUNTY-  HI/HONOLULU
 TU0477  USGS QUAD   -  KAHANA (1983)
 TU0477
 TU0477                         *CURRENT SURVEY CONTROL
 TU0477  ___________________________________________________________________
 TU0477* NAD 83(1993)-  21 31 04.02088(N)    157 50 09.77443(W)     ADJUSTED  
 TU0477* LOCAL TIDAL -         1.706  (meters)       5.60   (feet)  ADJ UNCH  
 TU0477  ___________________________________________________________________
 TU0477  EPOCH DATE  -        1993.62
 TU0477  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 TU0477  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU0477
 TU0477  HORZ ORDER  -  FIRST
 TU0477  VERT ORDER  -  FIRST     CLASS II
 TU0477
 TU0477.The horizontal coordinates were established by classical geodetic methods
 TU0477.and adjusted by the National Geodetic Survey in December 1998..
 TU0477.The horizontal coordinates are valid at the epoch date displayed above.
 TU0477.The epoch date for horizontal control is a decimal equivalence
 TU0477.of Year/Month/Day.
 TU0477
 TU0477.The orthometric height was key entered from printed documents
 TU0477.and not key verified.
 TU0477
 TU0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0477
 TU0477.The geoid height was determined by GEOID03.
 TU0477
 TU0477;                    North         East     Units Scale Factor Converg.
 TU0477;SPC HI 3     -    38,884.719   516,986.475   MT  0.99999356   +0 03 36.5
 TU0477;UTM  04      - 2,379,903.094   620,552.101   MT  0.99977958   +0 25 37.1
 TU0477
 TU0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0477!SPC HI 3     -   0.99999735  x   0.99999356  =   0.99999091
 TU0477!UTM  04      -   0.99999735  x   0.99977958  =   0.99977693
 TU0477
 TU0477:                Primary Azimuth Mark                     Grid Az
 TU0477:SPC HI 3     -  4 30                                     009 24 37.0
 TU0477:UTM  04      -  4 30                                     009 02 36.4
 TU0477
 TU0477|---------------------------------------------------------------------|
 TU0477| PID    Reference Object                     Distance      Geod. Az  |
 TU0477|                                                           dddmmss.s |
 TU0477| TU0479 4 30                                APPROX. 0.5 KM 0092813.5 |
 TU0477| TU0478 MOLII RM 1                            5.992 METERS 04538     |
 TU0477| TU1074 KANEOHE BAY E RADIO TOWER OF 3      APPROX.11.3 KM 1301057.0 |
 TU0477| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX.11.3 KM 1331309.0 |
 TU0477| TU1456 MOKOLII ISLAND                      APPROX. 1.1 KM 1431055.6 |
 TU0477| TU1112 HEEIA                               APPROX. 8.2 KM 1701318.9 |
 TU0477| TU1158 AERO OBSTRUCTION LT P               APPROX. 7.9 KM 1714054.3 |
 TU0477| TU1159 AERO OBSTRUCTION LT Q               APPROX. 7.6 KM 1735856.8 |
 TU0477| TU1160 AERO OBSTRUCTION LT R               APPROX. 7.3 KM 1751236.7 |
 TU0477| TU1161 AERO OBSTRUCTION LT S               APPROX. 7.1 KM 1754224.2 |
 TU0477| TU0476 MOLII RM 2                            6.257 METERS 30240     |
 TU0477|---------------------------------------------------------------------|
 TU0477
 TU0477                          SUPERSEDED SURVEY CONTROL
 TU0477
 TU0477  NAD 83(1986)-  21 31 03.97221(N)    157 50 09.78276(W) AD(       ) 1
 TU0477  OLD HI      -  21 31 15.40522(N)    157 50 19.67468(W) AD(       ) 1
 TU0477
 TU0477.Superseded values are not recommended for survey control.
 TU0477.NGS no longer adjusts projects to the OLD HI datum.
 TU0477.See file dsdata.txt to determine how the superseded data were derived.
 TU0477
 TU0477_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2055279903(NAD 83)
 TU0477_MARKER: DS = TRIANGULATION STATION DISK
 TU0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0477_STAMPING: MOLII
 TU0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0477+STABILITY: SURFACE MOTION
 TU0477
 TU0477  HISTORY     - Date     Condition        Report By
 TU0477  HISTORY     - 1969     MONUMENTED       CGS
 TU0477  HISTORY     - 1969     GOOD             NGS
 TU0477  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU0477  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU0477
 TU0477                          STATION DESCRIPTION
 TU0477
 TU0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0477'STATION IS LOCATED 7-1/2 MILES NORTH-NORTHWEST OF KANEOHE, 2-3/4
 TU0477'MILES SOUTH-SOUTHEAST OF KAAAWA AND 0.4 MILE SOUTH OF AN OLD SUGAR
 TU0477'MILL CHIMNEY.  ON THE SOUTHEAST SIDE OF STATE HIGHWAY 83.
 TU0477'
 TU0477'TO REACH THE STATION FROM THE POST OFFICE IN KANEOHE.  GO
 TU0477'NORTHERLY ON STATE HIGHWAY 83 FOR 4.5 MILES TO A REVERSE FORK ON
 TU0477'THE LEFT AT THE SOUTH EDGE OF A SMALL COMMUNITY.  CONTINUE
 TU0477'NORTHERLY ON STATE HIGHWAY 83 FOR 1.9 MILES TO A PAVED ROAD ON THE
 TU0477'LEFT, AT THE WAIAHOLE POI FACTORY.  CONTINUE NORTHERLY ON STATE
 TU0477'HIGHWAY 83 FOR 3.35 MILES TO A BOARD GATE ON THE RIGHT.
 TU0477'CONTINUE NORTHERLY ON STATE HIGHWAY 83 FOR 0.1 TO A CURVE IN THE
 TU0477'HIGHWAY AND THE STATION ON THE RIGHT.
 TU0477'
 TU0477'STATION MARK IS A STANDARD DISK STAMPED MOLII 1969.  SET IN THE
 TU0477'TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND
 TU0477'SURFACE.  IT IS 52 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY,
 TU0477'49.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 41 FEET
 TU0477'SOUTHWEST OF THE CENTER ONE OF THREE COCONUT TREES, 35.5 FEET
 TU0477'EAST OF A POWERLINE POLE NUMBER 162 AND 27 FEET NORTHWEST OF A
 TU0477'FENCE.
 TU0477'
 TU0477'REFERENCE MARK 1, IS A STANDARD DISK STAMPED MOLII NO 1
 TU0477'1969.  SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 TU0477'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET WEST OF THE
 TU0477'SOUTHWEST CORNER OF A HOUSE AND 27 FEET WEST OF THE NORTHWEST
 TU0477'CORNER OF THE FENCE.
 TU0477'
 TU0477'REFERENCE MARK 2, IS A STANDARD DISK STAMPED MOLII NO 2
 TU0477'1969.  SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH
 TU0477'WITH THE GROUND SURFACE.  IT IS 31 FEET SOUTHEAST OF THE CENTER OF
 TU0477'THE HIGHWAY AND 18 FEET NORTHEAST OF THE POWER LINE POLE.
 TU0477'
 TU0477'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO DENSE
 TU0477'BRUSH ON LINE.
 TU0477'
 TU0477'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 TU0477
 TU0477                          STATION RECOVERY (1969)
 TU0477
 TU0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0477'3.2 MI SE FROM KAAAWA.
 TU0477'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0477'KAAAWA, ON THE OUTSIDE OF A CURVE, IN A GRASSY AREA, 51.6 FEET
 TU0477'EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20.5 FEET
 TU0477'EAST-SOUTHEAST OF R.M. 2, 19.7 FEET SOUTH-SOUTHWEST OF R.M. 1, 35.2
 TU0477'FEET EAST OF TELEPHONE POLE 162-40-62, 49.0 FEET WEST-SOUTHWEST OF THE
 TU0477'SOUTHWEST CORNER OF A HOUSE, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY,
 TU0477'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 TU0477'GROUND.
 TU0477
 TU0477                          STATION RECOVERY (1970)
 TU0477
 TU0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU0477'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 TU0477'CONDITION.
 TU0477'
 TU0477'THE STAMPING ON THE STATION MARK WAS CORRECTED FROM MOLII TO
 TU0477'MOLII 1969.  THE DESCRIPTION OF C.A. ANNIS, 1969 IS ADEQUATE WITH
 TU0477'THE CORRECTION THAT REFERENCE MARK NO. 1 IS LOCATED 21 FEET WEST
 TU0477'OF THE NORTHWEST CORNER OF THE FENCE.
 TU0477'
 TU0477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0477'7-1/2 MILES NORTH-NORTHWEST OF KANEOHE, 2-3/4 MILES SOUTH-SOUTHEAST
 TU0477'OF
 TU0477
 TU0477                          STATION RECOVERY (1976)
 TU0477
 TU0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU0477'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0478 ***********************************************************************
 TU0478  DESIGNATION -  MOLII RM 1
 TU0478  PID         -  TU0478
 TU0478  STATE/COUNTY-  HI/HONOLULU
 TU0478  USGS QUAD   -  KAHANA (1983)
 TU0478
 TU0478                         *CURRENT SURVEY CONTROL
 TU0478  ___________________________________________________________________
 TU0478* NAD 83(1986)-  21 31 04.     (N)    157 50 09.     (W)     SCALED    
 TU0478* LOCAL TIDAL -         1.845  (meters)       6.05   (feet)  ADJ UNCH  
 TU0478  ___________________________________________________________________
 TU0478  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU0478
 TU0478  VERT ORDER  -  FIRST     CLASS II
 TU0478
 TU0478.The horizontal coordinates were scaled from a topographic map and have
 TU0478.an estimated accuracy of +/- 6 seconds.
 TU0478
 TU0478.The orthometric height was key entered from printed documents
 TU0478.and not key verified.
 TU0478
 TU0478.The geoid height was determined by GEOID03.
 TU0478
 TU0478;                    North         East    Units  Estimated Accuracy
 TU0478;SPC HI 3     -    38,880.      517,010.      MT  (+/- 180 meters Scaled)
 TU0478
 TU0478                          SUPERSEDED SURVEY CONTROL
 TU0478
 TU0478.No superseded survey control is available for this station.
 TU0478
 TU0478_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ205799(NAD 83)
 TU0478_MARKER: DR = REFERENCE MARK DISK
 TU0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0478_STAMPING: MOLII NO 1 1969
 TU0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0478
 TU0478  HISTORY     - Date     Condition        Report By
 TU0478  HISTORY     - 1969     MONUMENTED       CGS
 TU0478
 TU0478                          STATION DESCRIPTION
 TU0478
 TU0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0478'3.2 MI SE FROM KAAAWA.
 TU0478'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0478'KAAAWA, IN A GRASSY AREA, 53.5 FEET EAST-SOUTHEAST OF THE CENTER LINE
 TU0478'OF THE HIGHWAY, 19.7 FEET NORTH-NORTHEAST OF THE STATION, 6 FEET
 TU0478'SOUTHWEST OF A COCONUT TREE, 28.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 TU0478'CORNER OF A HOUSE, 16.2 FEET WEST OF A COCONUT TREE, AND SET IN THE
 TU0478'TOP OF A CONCRETE POST PROJECTING 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0476 ***********************************************************************
 TU0476  DESIGNATION -  MOLII RM 2
 TU0476  PID         -  TU0476
 TU0476  STATE/COUNTY-  HI/HONOLULU
 TU0476  USGS QUAD   -  KAHANA (1983)
 TU0476
 TU0476                         *CURRENT SURVEY CONTROL
 TU0476  ___________________________________________________________________
 TU0476* NAD 83(1986)-  21 31 04.     (N)    157 50 09.     (W)     SCALED    
 TU0476* LOCAL TIDAL -         1.750  (meters)       5.74   (feet)  ADJ UNCH  
 TU0476  ___________________________________________________________________
 TU0476  GEOID HEIGHT-          15.14  (meters)                     GEOID03
 TU0476
 TU0476  VERT ORDER  -  FIRST     CLASS II
 TU0476
 TU0476.The horizontal coordinates were scaled from a topographic map and have
 TU0476.an estimated accuracy of +/- 6 seconds.
 TU0476
 TU0476.The orthometric height was key entered from printed documents
 TU0476.and not key verified.
 TU0476
 TU0476.The geoid height was determined by GEOID03.
 TU0476
 TU0476;                    North         East    Units  Estimated Accuracy
 TU0476;SPC HI 3     -    38,880.      517,010.      MT  (+/- 180 meters Scaled)
 TU0476
 TU0476                          SUPERSEDED SURVEY CONTROL
 TU0476
 TU0476.No superseded survey control is available for this station.
 TU0476
 TU0476_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ205799(NAD 83)
 TU0476_MARKER: DR = REFERENCE MARK DISK
 TU0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0476_STAMPING: MOLII NO 2 1969
 TU0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0476+STABILITY: SURFACE MOTION
 TU0476
 TU0476  HISTORY     - Date     Condition        Report By
 TU0476  HISTORY     - 1969     MONUMENTED       CGS
 TU0476
 TU0476                          STATION DESCRIPTION
 TU0476
 TU0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0476'3.2 MI SE FROM KAAAWA.
 TU0476'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0476'KAAAWA, ON THE OUTSIDE OF A CURVE, IN A GRASSY AREA, 20.5 FEET
 TU0476'WEST-NORTHWEST OF THE STATION, 31.1 FEET EAST-SOUTHEAST OF THE CENTER
 TU0476'LINE OF THE HIGHWAY, 182 FEET EAST-NORTHEAST OF TELEPHONE POLE
 TU0476'162-40-62, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 TU0476'ABOVE THE GROUND.  NOTE-- THE CONCRETE POST HAS BEEN HIT BY HEAVY
 TU0476'MACHINERY AND IS CHIPPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1895 ***********************************************************************
 TU1895  DESIGNATION -  MOLOAA
 TU1895  PID         -  TU1895
 TU1895  STATE/COUNTY-  HI/KAUAI
 TU1895  USGS QUAD   -  ANAHOLA (1996)
 TU1895
 TU1895                         *CURRENT SURVEY CONTROL
 TU1895  ___________________________________________________________________
 TU1895* NAD 83(1993)-  22 11 15.13280(N)    159 19 12.62448(W)     ADJUSTED  
 TU1895* LOCAL TIDAL -        68.0    (meters)     223.     (feet)  VERT ANG  
 TU1895  ___________________________________________________________________
 TU1895  EPOCH DATE  -        1993.62
 TU1895  LAPLACE CORR-         -13.01  (seconds)                    DEFLEC99
 TU1895  GEOID HEIGHT-          14.51  (meters)                     GEOID03
 TU1895
 TU1895  HORZ ORDER  -  THIRD
 TU1895
 TU1895.The horizontal coordinates were established by classical geodetic methods
 TU1895.and adjusted by the National Geodetic Survey in December 1998..
 TU1895.The horizontal coordinates are valid at the epoch date displayed above.
 TU1895.The epoch date for horizontal control is a decimal equivalence
 TU1895.of Year/Month/Day.
 TU1895
 TU1895.The orthometric height was determined by vertical angle observations.
 TU1895
 TU1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1895
 TU1895.The geoid height was determined by GEOID03.
 TU1895
 TU1895;                    North         East     Units Scale Factor Converg.
 TU1895;SPC HI 4     -    39,231.705   518,544.597   MT  0.99999425   +0 04 04.5
 TU1895;UTM  04      - 2,453,619.725   466,994.930   MT  0.99961346   -0 07 15.3
 TU1895
 TU1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1895!SPC HI 4     -   0.99998703  x   0.99999425  =   0.99998128
 TU1895!UTM  04      -   0.99998703  x   0.99961346  =   0.99960050
 TU1895
 TU1895|---------------------------------------------------------------------|
 TU1895| PID    Reference Object                     Distance      Geod. Az  |
 TU1895|                                                           dddmmss.s |
 TU1895| CJ8866 MOLOAA RM 3                          38.265 METERS 04157     |
 TU1895| TU1894 DAN                                 APPROX. 1.3 KM 1405229.0 |
 TU1895| TU1908 KAHALA LIGHT                        APPROX. 5.2 KM 1502756.2 |
 TU1895| TU1909 KAHALA LIGHT MAST                   APPROX. 5.2 KM 1502924.2 |
 TU1895| TU1889 WAL                                 APPROX. 3.5 KM 1563016.7 |
 TU1895| TU1891 EAT                                 APPROX. 2.8 KM 1590507.4 |
 TU1895| TU1897 PINNACLE PEAK NYE                   APPROX. 4.4 KM 1894709.6 |
 TU1895| TU1898 PROMINENT PEAK PROM                 APPROX. 3.2 KM 1983722.3 |
 TU1895| TU1904 CHURCH SPIRE                        APPROX. 3.0 KM 2854113.9 |
 TU1895| TU1901 LOM                                 APPROX. 1.8 KM 3134007.4 |
 TU1895| CJ8864 MOLOAA RM 1                          46.324 METERS 31655     |
 TU1895| CJ8865 MOLOAA RM 2                          41.445 METERS 33239     |
 TU1895|---------------------------------------------------------------------|
 TU1895
 TU1895                          SUPERSEDED SURVEY CONTROL
 TU1895
 TU1895  NAD 83(1986)-  22 11 15.09401(N)    159 19 12.68343(W) AD(       ) 3
 TU1895  OLD HI      -  22 11 26.46100(N)    159 19 22.77500(W) AD(       ) 3
 TU1895
 TU1895.Superseded values are not recommended for survey control.
 TU1895.NGS no longer adjusts projects to the OLD HI datum.
 TU1895.See file dsdata.txt to determine how the superseded data were derived.
 TU1895
 TU1895_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6699553620(NAD 83)
 TU1895_MARKER: DD = SURVEY DISK
 TU1895_SETTING: 0 = UNSPECIFIED SETTING
 TU1895
 TU1895  HISTORY     - Date     Condition        Report By
 TU1895  HISTORY     - 1910     MONUMENTED       USGS
 TU1895  HISTORY     - 1927     GOOD             CGS
 TU1895  HISTORY     - 1965     GOOD             CGS
 TU1895  HISTORY     - 1983     GOOD             USPSQD
 TU1895  HISTORY     - 1988     GOOD             USPSQD
 TU1895
 TU1895                          STATION DESCRIPTION
 TU1895
 TU1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1895'ON THE NORTHEAST COAST OF KAUAI, ABOUT 1 MILE SOUTH OF MOLOAA
 TU1895'HARBOR, ON LEVEL BARE LAND AT TOP OF BLUFF ABOUT 100 FEET HIGH,
 TU1895'100 FEET BACK FROM EDGE OF BLUFF, AND 150 FEET FROM HIGH-WATER
 TU1895'MARK.  GROUND ABOUT STATION IS COVERED WITH IRREGULAR CHUNKS OF
 TU1895'LAVA.  APPROACHED BY A ROAD WHICH LEAVES THE MAIN ROAD AT A
 TU1895'POINT DIRECTLY WEST OF PAPAA HARBOR AND WINDS THROUGH THE
 TU1895'LANTANA.  STATION MARKED BY A UNITED STATES GEOLOGICAL SURVEY
 TU1895'BENCH MARK, MARKED 223 FEET ABOVE SEA LEVEL.  IN 1927 THREE
 TU1895'BRONZE REFERENCE DISKS WERE SET IN LARGE ROCKS ON THE EDGE OF
 TU1895'THE CLIFF.  NOS. 2 AND 3 ARE PLACED IN CROSSES CUT IN ROCK
 TU1895'AT TOP OF BLUFF, ON THE SLOPE BETWEEN LEVEL GROUND AND TOP
 TU1895'OF BLUFF, AND NOT LIKELY TO BE DISTURBED BY CULTIVATION.  THESE
 TU1895'CROSSES WERE REFERENCE MARKS ESTABLISHED IN 1910.  THE
 TU1895'FOLLOWING ARE THE DISTANCES AND AZIMUTHS TO THE REFERENCE
 TU1895'MARKS FROM THE STATION--NO. 1, 46.520 METERS (152.62
 TU1895'FEET), 136 DEG 33 MIN.  NO. 2, 41.445 METERS (135.97
 TU1895'FEET), 152 DEG 39 MIN.  NO. 3, 37.785 METERS (123.97 FEET), 221
 TU1895'DEG 58 MIN.
 TU1895
 TU1895                          STATION RECOVERY (1965)
 TU1895
 TU1895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1895'STATION MARK AND REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED IN
 TU1895'GOOD CONDITION.  RM NO. 2 HAS BEEN LOST DUE TO EROSION OF THE
 TU1895'RED DIRT BLUFF BEFORE TREES WERE PLANTED.  A COMPLETE DESCRIPTION
 TU1895'FOLLOWS--
 TU1895'
 TU1895'STATION IS LOCATED ABOUT 5-3/4 MILES EAST-SOUTHEAST OF KILAUEA
 TU1895'AND 3 MILES NORTH OF ANAHOLA, ON A BLUFF AT 223 FEET ELEVATION, 3/4
 TU1895'MILE SOUTHEAST OF MOLOAA BAY, IN A DENSE GROVE OF LARGE IRONWOOD
 TU1895'TREES.  IT IS 300 FEET NORTHEAST OF EDGE OF CANE FIELD, IN AN AREA
 TU1895'USED BY THE PLANTATION FOR DISPOSAL OF RUBBISH.
 TU1895'
 TU1895'TO REACH STATION FROM THE POST OFFICE IN ANAHOLA, GO NORTH 0.05
 TU1895'MILE.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 56 FOR 3.0
 TU1895'MILES.  TURN RIGHT ON GRAVELED MAIN CANEFIELD ROAD, JUST PAST A
 TU1895'ROAD LEADING TO WEATHER STATION ON RIGHT, AND GO NORTHEAST FOR
 TU1895'0.5 MILE TO T-JUNCTION.  TURN RIGHT AND GO ON ROAD BETWEEN FIELDS
 TU1895'AND TREES FOR 0.7 MILE TO SIDE ROAD LEFT.  GO LEFT INTO TREES
 TU1895'ON TRACK ROAD FOR 0.1 MILE TO STATION ON LEFT.
 TU1895'
 TU1895'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 223, SET
 TU1895'IN CONCRETE 6 INCHES BENEATH THE 5-FOOT-SQUARE, CONCRETE PLATFORM
 TU1895'OF THE TYPE B-1 SIGNAL BUILT BY THE HAWAII TERRITORIAL SURVEY IN
 TU1895'1930.  IT IS 36 FEET NORTHEAST OF CENTER LINE OF TRACK ROAD, IN
 TU1895'ROADSIDE ROW OF TREES.  ACCESS TO THE MARK IS HAD THROUGH A
 TU1895'SMALL HAND-TUNNEL PASSING BENEATH THE CENTER CONCRETE PEDESTAL
 TU1895'OF THE SIGNAL.
 TU1895'
 TU1895'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOLOAA 1
 TU1895'1927, CEMENTED IN A DRILL HOLE IN THE SLOPING FACE OF A 6-FOOT-
 TU1895'DIAMETER BOULDER THAT PROJECTS 4 FEET.  IT SETS ON THE EDGE
 TU1895'OF THE BLUFF.  THE ARROW ON THE DISK POINTS OFF SEVERAL DEGREES
 TU1895'WEST OF THE STATION MARK.
 TU1895'
 TU1895'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MOLOAA 3
 TU1895'1927, CEMENTED IN A DRILL HOLE IN A 3 X 6-FOOT BOULDER THAT
 TU1895'PROJECTS 3 FEET.  IT SETS ON EDGE OF BLUFF AND IS ALMOST
 TU1895'HIDDEN BY TREES.
 TU1895'
 TU1895'NOTE--THE DISCREPANCIES IN BOTH REFERENCE MARK MEASUREMENTS WERE
 TU1895'NOTED AND WERE DOUBLE-CHECKED AND THE NEW VALUES ARE CORRECT.  A
 TU1895'1962 RECOVERY DESCRIPTION BY THE U.S. GEOLOGICAL SURVEY CLOSELY
 TU1895'APPROXIMATES THE NEW DISTANCES AND DIRECTIONS.
 TU1895'
 TU1895'STATION PINE 1927 IS THE ONLY STATION NOW VISIBLE, BECAUSE OF
 TU1895'TREES.
 TU1895
 TU1895                          STATION RECOVERY (1983)
 TU1895
 TU1895'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1895'223 RECOVERED GOOD - STATION RECOVERED AS DESCRIBED BY DMW 1965.
 TU1895'
 TU1895'REFERENCE MARKS NOT SEARCHED.
 TU1895
 TU1895                          STATION RECOVERY (1988)
 TU1895
 TU1895'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3368 ***********************************************************************
 TU3368  DESIGNATION -  MOLOKAI LIGHTHOUSE
 TU3368  PID         -  TU3368
 TU3368  STATE/COUNTY-  HI/KALAWAO
 TU3368  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3368
 TU3368                         *CURRENT SURVEY CONTROL
 TU3368  ___________________________________________________________________
 TU3368* NAD 83(1993)-  21 12 34.31239(N)    156 58 10.78155(W)     ADJUSTED  
 TU3368* LOCAL TIDAL -                                                        
 TU3368  ___________________________________________________________________
 TU3368  EPOCH DATE  -        1993.62
 TU3368  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 TU3368  GEOID HEIGHT-          14.57  (meters)                     GEOID03
 TU3368
 TU3368  HORZ ORDER  -  THIRD
 TU3368
 TU3368.This mark is at Kalaupapa Airport  (LUP)
 TU3368
 TU3368.The horizontal coordinates were established by classical geodetic methods
 TU3368.and adjusted by the National Geodetic Survey in December 1998..
 TU3368.The horizontal coordinates are valid at the epoch date displayed above.
 TU3368.The epoch date for horizontal control is a decimal equivalence
 TU3368.of Year/Month/Day.
 TU3368
 TU3368
 TU3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3368
 TU3368.The geoid height was determined by GEOID03.
 TU3368
 TU3368;                    North         East     Units Scale Factor Converg.
 TU3368;SPC HI 2     -    97,034.307   468,542.616   MT  0.99997889   -0 06 34.6
 TU3368;UTM  04      - 2,346,688.609   710,747.560   MT  1.00014888   +0 44 05.3
 TU3368
 TU3368                          SUPERSEDED SURVEY CONTROL
 TU3368
 TU3368  NAD 83(1986)-  21 12 34.27601(N)    156 58 10.72945(W) AD(       ) 4
 TU3368  OLD HI      -  21 12 45.75000(N)    156 58 20.86500(W) AD(       ) 3
 TU3368
 TU3368.Superseded values are not recommended for survey control.
 TU3368.NGS no longer adjusts projects to the OLD HI datum.
 TU3368.See file dsdata.txt to determine how the superseded data were derived.
 TU3368
 TU3368_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1074846689(NAD 83)
 TU3368_MARKER: 13 = LIGHTHOUSE
 TU3368_SETTING: 0 = UNSPECIFIED SETTING
 TU3368
 TU3368  HISTORY     - Date     Condition        Report By
 TU3368  HISTORY     - 1962     FIRST OBSERVED   CGS
 TU3368  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3368  HISTORY     - 19940630 GOOD             NGS
 TU3368
 TU3368                          STATION DESCRIPTION
 TU3368
 TU3368'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3368'STATION IS LOCATED ON MAKANALUA PENISULA, ABOUT 1.5 MILES
 TU3368'NORTH-NORTHEAST OF KALAUPAPA, ABOUT 0.3 MILE EAST OF THE KALAUPAPA
 TU3368'AIRPORT, AND ABOUT 0.3 MILE SOUTH OF KAHIU POINT.
 TU3368'
 TU3368'STATION IS THE CENTER OF BALL ON FINIAL OF LIGHTHOUSE.  STRUCTURE
 TU3368'IS OCTAGONAL AND PYRAMIDAL, CONSTRUCTED OF CONCRETE, ABOUT 140
 TU3368'FEET HIGH AND PAINTED WHITE.  THE TOP PART OF THE STRUCTURE
 TU3368'CONTAINS A GLASS ENCLOSED LIGHT AND THE ROOF IS PAINTED BLACK.
 TU3368'LIGHT IS 238 FEET ABOVE MSL.
 TU3368'
 TU3368'LIGHT IS LISTED AS NUMBER 2952 IN LIST OF LIGHTS AND OTHER
 TU3368'MARINE AIDS, VOLUME III, PACIFIC COAST AND PACIFIC ISLANDS.
 TU3368
 TU3368                          STATION RECOVERY (1967)
 TU3368
 TU3368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3368'STATION WAS RECOVERED AS DESCRIBED -- IN EXCELLENT CONDITION.
 TU3368'
 TU3368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3368'1.5 MILES NORTH-NORTHEAST OF KALAUPAPA.
 TU3368
 TU3368                          STATION RECOVERY (1994)
 TU3368
 TU3368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 TU3368'THE STATION IS LOCATED ON A HILL ABOUT 1500 FT (457.2 M) SOUTHEAST OF
 TU3368'THE AIRPORT.  IT IS THE TOP CENTER OF A 130 FT (39.6 M) TALL OCTAGONAL
 TU3368'WHITE MASONRY LIGHTHOUSE, THE TOP HARDWARE IS CURRENTLY PAINTED RED.
 TU3368'THE POINT INTERSECTED WAS THE LIGHTNING ROD ATOP THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3390 ***********************************************************************
 TU3390  DESIGNATION -  MOLOKAI NORTH BASE 1885
 TU3390  PID         -  TU3390
 TU3390  STATE/COUNTY-  HI/MAUI
 TU3390  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3390
 TU3390                         *CURRENT SURVEY CONTROL
 TU3390  ___________________________________________________________________
 TU3390* NAD 83(1993)-  21 08 41.29677(N)    157 06 47.69331(W)     ADJUSTED  
 TU3390* LOCAL TIDAL -       123.     (meters)     404.     (feet)  VERT ANG  
 TU3390  ___________________________________________________________________
 TU3390  EPOCH DATE  -        1993.62
 TU3390  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 TU3390  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU3390
 TU3390  HORZ ORDER  -  SECOND
 TU3390
 TU3390.The horizontal coordinates were established by classical geodetic methods
 TU3390.and adjusted by the National Geodetic Survey in December 1998..
 TU3390.The horizontal coordinates are valid at the epoch date displayed above.
 TU3390.The epoch date for horizontal control is a decimal equivalence
 TU3390.of Year/Month/Day.
 TU3390
 TU3390.The orthometric height was determined by vertical angle observations.
 TU3390.No vertical observational check was made to the station.
 TU3390
 TU3390.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3390
 TU3390.The geoid height was determined by GEOID03.
 TU3390
 TU3390;                    North         East     Units Scale Factor Converg.
 TU3390;SPC HI 2     -    89,903.182   453,614.871   MT  0.99999324   -0 09 39.9
 TU3390;UTM  04      - 2,339,337.662   695,924.509   MT  1.00007438   +0 40 50.9
 TU3390
 TU3390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3390!SPC HI 2     -   0.99997819  x   0.99999324  =   0.99997143
 TU3390!UTM  04      -   0.99997819  x   1.00007438  =   1.00005257
 TU3390
 TU3390:                Primary Azimuth Mark                     Grid Az
 TU3390:SPC HI 2     -  MIDDLE HILL                              085 06 35.9
 TU3390:UTM  04      -  MIDDLE HILL                              084 16 05.1
 TU3390
 TU3390|---------------------------------------------------------------------|
 TU3390| PID    Reference Object                     Distance      Geod. Az  |
 TU3390|                                                           dddmmss.s |
 TU3390| TU3385 MIDDLE HILL                         APPROX. 6.5 KM 0845656.0 |
 TU3390|---------------------------------------------------------------------|
 TU3390
 TU3390                          SUPERSEDED SURVEY CONTROL
 TU3390
 TU3390  NAD 83(1986)-  21 08 41.25311(N)    157 06 47.64461(W) AD(       ) 2
 TU3390  OLD HI      -  21 08 52.70700(N)    157 06 57.77600(W) AD(       ) 2
 TU3390
 TU3390.Superseded values are not recommended for survey control.
 TU3390.NGS no longer adjusts projects to the OLD HI datum.
 TU3390.See file dsdata.txt to determine how the superseded data were derived.
 TU3390
 TU3390_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9592539338(NAD 83)
 TU3390
 TU3390  HISTORY     - Date     Condition        Report By
 TU3390  HISTORY     - 1885     MONUMENTED       CGS
 TU3390  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU3390  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3390  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3390
 TU3390                          STATION DESCRIPTION
 TU3390
 TU3390'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1932
 TU3390'THE ORIGINAL STATION IS MARKED BY A T ON A COPPER BOLT SET INTO
 TU3390'A GRANITE POST.  STATION IS NOW MARKED BY A TYPE A MONUMENT,
 TU3390'OVER THE ORIGINAL STATION.  THE TOP OF THE CONCRETE PLATFORM IS
 TU3390'3 FT. HIGHER THAN THE ORIGINAL STATION.
 TU3390'
 TU3390'THE STATION IS SITUATED ON THE S SLOPE OF A KNOLL CALLED
 TU3390'PUU-O-PIPIKA.
 TU3390'
 TU3390'THERE IS AN OBSERVATION TRIANGULATION SHEET IN THE H.T.S. FILES.
 TU3390
 TU3390                          STATION RECOVERY (1962)
 TU3390
 TU3390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3390'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 TU3390'COMPLETE DESCRIPTION FOLLOWS--
 TU3390'
 TU3390'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTHWEST OF KAUNAKAKAI
 TU3390'AND 1 MILE WEST-SOUTHWEST OF THE WEST END OF THE MOLOKAI AIRPORT,
 TU3390'ON THE SOUTH SLOPE OF A LOW KNOLL KNOWN AS PUU PIPIKA, ABOUT 300
 TU3390'YARDS SOUTH OF HIGHWAY 46.
 TU3390'
 TU3390'TO REACH FROM THE JUNCTION OF HIGHWAYS 45 AND 46, JUST SOUTH
 TU3390'OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON HIGHWAY 46 FOR
 TU3390'7.1 MILES TO JUNCTION WITH THE AIRPORT ROAD ON THE RIGHT.  CONTINUE
 TU3390'AHEAD ON HIGHWAY 46 FOR 2.35 MILES TO THE STATION KNOLL IN PASTURE
 TU3390'LAND ON THE LEFT.  CONTINUE AHEAD ON THE HIGHWAY FOR 1.15 MILES
 TU3390'TO BOARD GATE ON LEFT.  PASS THROUGH GATE AND FOLLOW TRACK ROAD
 TU3390'WEST-SOUTHWEST FOR 0.1 MILE TO FORK.  TAKE LEFT FORK AND GO 0.1
 TU3390'MILE TO A 3-WAY FORK AT A BOARD GATE ON THE RIGHT FORK.  GO
 TU3390'SHARP LEFT ON THE EXTREME LEFT FORK OF THE 3 AND GO STRAIGHT
 TU3390'EAST ON THIS GRASSY TRACK ROAD FOR 1.3 MILES TO FORK AT WEST
 TU3390'SIDE OF A DEEP WASH.  KEEP AHEAD ON THE LEFT FORK, CROSSING
 TU3390'THE WASH, FOR 0.05 MILE TO A SIDE ROAD LEFT.  GO LEFT ON
 TU3390'TRACK ROAD FOR 0.25 MILE TO STATION ON SOUTH SLOPE OF KNOLL.
 TU3390'
 TU3390'THE STATION MARK IS A 3/4-INCH BRASS PLUG CEMENTED IN A DRILL
 TU3390'HOLE IN A ROCK THAT IS SURROUNDED BY OTHER ROCKS CEMENTED IN
 TU3390'PLACE.  THE HAWAII TERRITORIAL SURVEY HAS CONSTRUCTED A TYPE
 TU3390'A MONUMENT OVER THE MARK.  THIS CONSISTS OF A 6-FOOT-SQUARE,
 TU3390'CONCRETE PLATFORM, SUPPORTED 4 FEET ABOVE THE GROUND BY
 TU3390'ROCK-AND-MORTAR WALLS AT ITS EAST AND WEST SIDES.  A 2-1/2-INCH
 TU3390'IRON PIPE IS CENTERED OVER THE MARK AND PASSES THROUGH THE
 TU3390'CENTER OF THE CONCRETE PLATFORM, PROJECTING 1 FOOT ABOVE IT.
 TU3390'THIS PIPE PERMITS AN INSTRUMENT TO BE PLUMBED OVER THE MARK AND
 TU3390'ALSO SERVES AS A SOCKET WHICH SUPPORTS A REMOVEABLE,
 TU3390'RED-AND-WHITE, PIPE TARGET THAT EXTENDS 8 FEET ABOVE THE
 TU3390'CONCRETE PLATFORM.
 TU3390
 TU3390                          STATION RECOVERY (1969)
 TU3390
 TU3390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU3390'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3390'
 TU3390'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3390'5.0 MILES SOUTHEAST OF KUALAPUU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3389 ***********************************************************************
 TU3389  DESIGNATION -  MOLOKAI S BASE
 TU3389  PID         -  TU3389
 TU3389  STATE/COUNTY-  HI/MAUI
 TU3389  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3389
 TU3389                         *CURRENT SURVEY CONTROL
 TU3389  ___________________________________________________________________
 TU3389* NAD 83(1993)-  21 07 43.46384(N)    157 06 12.50403(W)     ADJUSTED  
 TU3389* LOCAL TIDAL -        73.     (meters)     240.     (feet)  VERT ANG  
 TU3389  ___________________________________________________________________
 TU3389  EPOCH DATE  -        1993.62
 TU3389  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 TU3389  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU3389
 TU3389  HORZ ORDER  -  SECOND
 TU3389
 TU3389.The horizontal coordinates were established by classical geodetic methods
 TU3389.and adjusted by the National Geodetic Survey in December 1998..
 TU3389.The horizontal coordinates are valid at the epoch date displayed above.
 TU3389.The epoch date for horizontal control is a decimal equivalence
 TU3389.of Year/Month/Day.
 TU3389
 TU3389.The orthometric height was determined by vertical angle observations.
 TU3389.No vertical observational check was made to the station.
 TU3389
 TU3389.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3389
 TU3389.The geoid height was determined by GEOID03.
 TU3389
 TU3389;                    North         East     Units Scale Factor Converg.
 TU3389;SPC HI 2     -    88,121.714   454,625.276   MT  0.99999210   -0 09 26.8
 TU3389;UTM  04      - 2,337,571.079   696,961.059   MT  1.00007942   +0 41 01.9
 TU3389
 TU3389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3389!SPC HI 2     -   0.99998604  x   0.99999210  =   0.99997814
 TU3389!UTM  04      -   0.99998604  x   1.00007942  =   1.00006546
 TU3389
 TU3389:                Primary Azimuth Mark                     Grid Az
 TU3389:SPC HI 2     -  AIRPORT BEACON MOLOKAI AIRPORT           020 43 41.7
 TU3389:UTM  04      -  AIRPORT BEACON MOLOKAI AIRPORT           019 53 13.0
 TU3389
 TU3389|---------------------------------------------------------------------|
 TU3389| PID    Reference Object                     Distance      Geod. Az  |
 TU3389|                                                           dddmmss.s |
 TU3389| TU3387 AIRPORT BEACON MOLOKAI AIRPORT      APPROX. 3.3 KM 0203414.9 |
 TU3389| TU3385 MIDDLE HILL                         APPROX. 5.9 KM 0663436.3 |
 TU3389| CN5923 MOLOKAI S BASE RM 1                   2.504 METERS 08647     |
 TU3389| CN5924 MOLOKAI S BASE RM 2                   2.370 METERS 22359     |
 TU3389|---------------------------------------------------------------------|
 TU3389
 TU3389                          SUPERSEDED SURVEY CONTROL
 TU3389
 TU3389  NAD 83(1986)-  21 07 43.42021(N)    157 06 12.45521(W) AD(       ) 2
 TU3389  OLD HI      -  21 07 54.88000(N)    157 06 22.58500(W) AD(       ) 2
 TU3389
 TU3389.Superseded values are not recommended for survey control.
 TU3389.NGS no longer adjusts projects to the OLD HI datum.
 TU3389.See file dsdata.txt to determine how the superseded data were derived.
 TU3389
 TU3389_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9696137571(NAD 83)
 TU3389
 TU3389  HISTORY     - Date     Condition        Report By
 TU3389  HISTORY     - 1885     MONUMENTED       CGS
 TU3389  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3389  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU3389
 TU3389                          STATION DESCRIPTION
 TU3389
 TU3389'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3389'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 TU3389'CONDITION.  TWO REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 TU3389'DESCRIPTION FOLLOWS--
 TU3389'
 TU3389'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES WEST-NORTHWEST OF
 TU3389'KAUNAKAKAI, 4-1/2 MILES WEST-SOUTHWEST OF KUALAPUU AND 2 MILES
 TU3389'SOUTH-SOUTHWEST OF THE MOLOKAI AIRPORT ALONG THE SOUTH SIDE OF
 TU3389'A DIM TRACK ROAD IN AN OPEN GRASSY AREA OF SEVERAL ACRES ON
 TU3389'AN OTHERWISE KEAWE-COVERED LOW, FLAT RIDGE.
 TU3389'
 TU3389'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46 JUST
 TU3389'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON
 TU3389'STATE HIGHWAY 46 FOR 7.1 MILES TO A PAVED FORK AND SIGN MAUNA
 TU3389'LOA.  TAKE LEFT FORK AND FOLLOW STATE HIGHWAY 46 WEST FOR 3.1
 TU3389'MILES TO BOARD GATE ON LEFT.  PASS THROUGH GATE AND FOLLOW
 TU3389'TRACK ROAD WEST-SOUTHWEST FOR 0.1 MILE TO FORK.  TAKE LEFT FORK
 TU3389'AND GO 0.1 MILE TO A 3-WAY FORK AT A BOARD GATE ON THE RIGHT
 TU3389'FORK.  TO SHARP LEFT ON THE EXTREME LEFT FORK OF THE 3 AND GO
 TU3389'STRAIGHT EAST ON THIS GRASSY TRACK ROAD FOR 1.3 MILES TO FORK
 TU3389'AT WEST SIDE OF A DEEP WASH.  TAKE RIGHT FORK AND GO
 TU3389'SOUTHEAST ALONG EDGE OF WASH FOR 1.0 MILE TO DIM SIDE ROAD
 TU3389'RIGHT, AT NORTH CORNER OF OPEN GRASSY AREA.  TURN RIGHT AND
 TU3389'FOLLOW DIM ROAD WESTERLY FOR 0.2 MILE TO A LARGE 5 X
 TU3389'8-FOOT RED BOULDER.  TURN LEFT AND FOLLOW DIM ROAD SOUTHERLY FOR
 TU3389'0.05 MILE TO STATION AT DIM T-JUNCTION OF TRACK ROADS.
 TU3389'
 TU3389'STATION MARK IS A 3/4-INCH BRASS PLUG WITH CROSS ON TOP, SET
 TU3389'INTO THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU3389'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 9 FEET SOUTHEAST OF
 TU3389'CENTER LINE OF TRACK ROAD, 15 FEET NORTH-NORTHEAST OF SMALL
 TU3389'WASH, 5.0 FEET NORTH OF A WHITE WITNESS POST AND BETWEEN TWO
 TU3389'LARGE RED BOULDERS.
 TU3389'
 TU3389'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOLOKAI
 TU3389'S BASE NO 1 1932 1962, CEMENTED IN A DRILL HOLE IN A 1-1/2 X
 TU3389'3-FOOT RED ROCK OUTCROP WHICH IS THE CENTER 1 OF 3.  IT PROJECTS
 TU3389'1 FOOT ABOVE GROUND AND THE MARK IS ABOUT 6 INCHES HIGHER THAN
 TU3389'THE STATION.
 TU3389'
 TU3389'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOLOKAI
 TU3389'S BASE NO 2 1932 1962, CEMENTED IN A DRILL HOLE IN A 4 X 7-FOOT
 TU3389'RED BOULDER THAT PROJECTS 2 FEET ABOVE GROUND.  IT IS 8 FEET
 TU3389'SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, 6.8 FEET WEST
 TU3389'OF THE WITNESS POST AND ABOUT 10 INCHES HIGHER THAN THE STATION.
 TU3389'
 TU3389'STATION MIDDLE HILL 1915 WILL SERVE AS THE AZIMUTH MARK.
 TU3389
 TU3389                          STATION RECOVERY (1978)
 TU3389
 TU3389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU3389'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 TU3389'AS DESCRIBED AND IN GOOD CONDITION.
 TU3389'
 TU3389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3389'6 MILES WNW OF KAUNAKAKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3131 ***********************************************************************
 TU3131  DESIGNATION -  MOLOKINI 1883
 TU3131  PID         -  TU3131
 TU3131  STATE/COUNTY-  HI/MAUI
 TU3131  USGS QUAD   -  
 TU3131
 TU3131                         *CURRENT SURVEY CONTROL
 TU3131  ___________________________________________________________________
 TU3131* NAD 83(1993)-  20 37 50.02226(N)    156 29 51.07019(W)     ADJUSTED  
 TU3131* LOCAL TIDAL -        49.     (meters)     161.     (feet)  SCALED    
 TU3131  ___________________________________________________________________
 TU3131  EPOCH DATE  -        1993.62
 TU3131  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 TU3131  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU3131
 TU3131  HORZ ORDER  -  SECOND
 TU3131
 TU3131.The horizontal coordinates were established by classical geodetic methods
 TU3131.and adjusted by the National Geodetic Survey in December 1998..
 TU3131.The horizontal coordinates are valid at the epoch date displayed above.
 TU3131.The epoch date for horizontal control is a decimal equivalence
 TU3131.of Year/Month/Day.
 TU3131
 TU3131.The orthometric height was scaled from a topographic map.
 TU3131
 TU3131.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3131
 TU3131.The geoid height was determined by GEOID03.
 TU3131
 TU3131;                    North         East     Units Scale Factor Converg.
 TU3131;SPC HI 2     -    32,914.337   517,628.640   MT  0.99997051   +0 03 34.6
 TU3131;UTM  04      - 2,283,269.219   760,777.160   MT  1.00044053   +0 52 56.0
 TU3131
 TU3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3131!SPC HI 2     -   0.99998974  x   0.99997051  =   0.99996025
 TU3131!UTM  04      -   0.99998974  x   1.00044053  =   1.00043026
 TU3131
 TU3131:                Primary Azimuth Mark                     Grid Az
 TU3131:SPC HI 2     -  KIHEI STACK PIPE                         012 47 41.3
 TU3131:UTM  04      -  KIHEI STACK PIPE                         011 58 19.9
 TU3131
 TU3131|---------------------------------------------------------------------|
 TU3131| PID    Reference Object                     Distance      Geod. Az  |
 TU3131|                                                           dddmmss.s |
 TU3131| TU2988 KIHEI STACK PIPE                    APPROX.17.6 KM 0125115.9 |
 TU3131| TU2982 KIHEI MILL                          APPROX.17.2 KM 0144744.2 |
 TU3131| TU2929 PATCH                               APPROX. 9.8 KM 0325157.7 |
 TU3131| TU2946 HUNT                                APPROX. 7.7 KM 0460953.2 |
 TU3131| TU2944 STONE                               APPROX. 6.2 KM 0640821.1 |
 TU3131| TU2914 ROUGH                               APPROX. 6.0 KM 0701646.1 |
 TU3131| TU2926 HUT                                 APPROX. 5.6 KM 0742243.1 |
 TU3131| TU2917 SCHOOL                              APPROX. 5.8 KM 0761049.1 |
 TU3131| TU2930 CONE                                APPROX. 5.2 KM 0803418.3 |
 TU3131| TU2931 PUU OLAI 1879                       APPROX. 5.1 KM 0824607.8 |
 TU3131| TU2933 BIG                                 APPROX. 4.8 KM 0854345.2 |
 TU3131| TU2928 MID                                 APPROX. 5.3 KM 0891213.6 |
 TU3131| TU2919 GABLE                               APPROX. 5.6 KM 0923539.1 |
 TU3131| TU2921 END                                 APPROX. 5.6 KM 0931420.4 |
 TU3131| TU2896 COCO                                APPROX. 6.3 KM 1022327.2 |
 TU3131| TU2897 LAVA                                APPROX. 6.4 KM 1104420.7 |
 TU3131| TU2899 BED                                 APPROX. 6.6 KM 1154429.0 |
 TU3131| TU2906 KANAHENA POINT LIGHT                APPROX. 7.2 KM 1180545.8 |
 TU3131| TU2894 FOR                                 APPROX. 9.9 KM 1182237.1 |
 TU3131| TU2893 IT                                  APPROX.10.1 KM 1194742.1 |
 TU3131| TU3134 CONE                                APPROX. 7.9 KM 2113548.4 |
 TU3131| TU3160 KAHOOLAWE HYDROGRAPHIC              APPROX.11.8 KM 2320513.2 |
 TU3131| TU3138 EGG                                 APPROX. 7.0 KM 2324052.9 |
 TU3131| TU3145 LOW                                 APPROX. 8.7 KM 2410431.9 |
 TU3131| TU3127 PIONEER MILL STACK                  APPROX.33.2 KM 3255451.8 |
 TU3131| TU3095 OLOWALU STACK                       APPROX.23.7 KM 3264150.2 |
 TU3131| TU3083 SHED                                APPROX.16.7 KM 3451217.9 |
 TU3131|---------------------------------------------------------------------|
 TU3131
 TU3131                          SUPERSEDED SURVEY CONTROL
 TU3131
 TU3131  NAD 83(1986)-  20 37 49.99718(N)    156 29 51.05802(W) AD(       ) 2
 TU3131  OLD HI      -  20 38 01.47200(N)    156 30 01.21100(W) AD(       ) 2
 TU3131
 TU3131.Superseded values are not recommended for survey control.
 TU3131.NGS no longer adjusts projects to the OLD HI datum.
 TU3131.See file dsdata.txt to determine how the superseded data were derived.
 TU3131
 TU3131_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6077783269(NAD 83)
 TU3131
 TU3131  HISTORY     - Date     Condition        Report By
 TU3131  HISTORY     - 1883     MONUMENTED       CGS
 TU3131  HISTORY     - 1905     SEE DESCRIPTION  CGS
 TU3131  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3131
 TU3131                          STATION DESCRIPTION
 TU3131
 TU3131'DESCRIBED BY COAST AND GEODETIC SURVEY 1905 (JFP)
 TU3131'ON MOLOKINI ISLAND, BETWEEN MAUI AND KAHOOLAWE, ON THE HIGHEST
 TU3131'POINT OF THE ISLAND, VERY NEAR THE EDGE OF THE BLUFF, AND 266
 TU3131'METERS FROM THE NORTHWEST POINT OF THE ISLAND.  MARKED BY AN
 TU3131'IRON BAR SET IN THE ROCK WITH MELTED LEAD.  IN 1925 THE LIGHTHOUSE
 TU3131'SERVICE FOUND AN IRON BAR REDUCED IN SECTION BY CORROSION TO
 TU3131'3/8-INCH SQUARE, BUT IT WAS SET IN SULPHUR, NOT LEAD.  OVER IT
 TU3131'WAS PLACED A CONCRETE BLOCK, 14 INCHES SQUARE AND 12 INCHES HIGH,
 TU3131'WITH 1-INCH THREADED BRASS ROD CENTERED OVER IRON BAR.  TOP OF
 TU3131'BRASS ROD PROJECTS 2 INCHES ABOVE CONCRETE AND IS 15 INCHES ABOVE
 TU3131'TOP OF IRON BAR.  A NEW WOODEN LIGHT TOWER IS 17.2 FEET FROM
 TU3131'STATION IN AZIMUTH 221 DEG 24 MIN.
 TU3131
 TU3131                          STATION RECOVERY (1950)
 TU3131
 TU3131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3131'THIS STATION WAS RECOVERED PLUS OR MINUS 2 INCHES.  THE ORIGINAL
 TU3131'STATION, CONSISTING OF AN IRON BAR AND A CEMENT BLOCK, WAS
 TU3131'DESTROYED BY ARTILLERY AND BOMBING PRACTICE DURING WORLD WAR
 TU3131'NUMBER TWO.  THE DISTANCE AND DIRECTION WAS TAKEN TO SOME
 TU3131'FRAGMENTS OF SULPHER WHICH WERE FOUND IN THE FRACTURED ROCK.  A
 TU3131'NEW STATION CONSISTING OF A STANDARD DISK, STAMPED MOLOKINI
 TU3131'1950, WAS ESTABLISHED IN A DRILL HOLE 4.050 FEET WEST NORTHWEST
 TU3131'OF THE ORIGINAL STATION.  SEE NEW DESCRIPTION FOR STATION
 TU3131'MOLOKINI 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3132 ***********************************************************************
 TU3132  DESIGNATION -  MOLOKINI 2
 TU3132  PID         -  TU3132
 TU3132  STATE/COUNTY-  HI/MAUI
 TU3132  USGS QUAD   -  
 TU3132
 TU3132                         *CURRENT SURVEY CONTROL
 TU3132  ___________________________________________________________________
 TU3132* NAD 83(1993)-  20 37 50.03150(N)    156 29 51.11170(W)     ADJUSTED  
 TU3132* LOCAL TIDAL -        49.4    (meters)     162.     (feet)  VERT ANG  
 TU3132  ___________________________________________________________________
 TU3132  EPOCH DATE  -        1993.62
 TU3132  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 TU3132  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU3132
 TU3132  HORZ ORDER  -  FIRST
 TU3132
 TU3132.The horizontal coordinates were established by classical geodetic methods
 TU3132.and adjusted by the National Geodetic Survey in December 1998..
 TU3132.The horizontal coordinates are valid at the epoch date displayed above.
 TU3132.The epoch date for horizontal control is a decimal equivalence
 TU3132.of Year/Month/Day.
 TU3132
 TU3132.The orthometric height was determined by vertical angle observations.
 TU3132
 TU3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3132
 TU3132.The geoid height was determined by GEOID03.
 TU3132
 TU3132;                    North         East     Units Scale Factor Converg.
 TU3132;SPC HI 2     -    32,914.620   517,627.438   MT  0.99997051   +0 03 34.5
 TU3132;UTM  04      - 2,283,269.484   760,775.953   MT  1.00044052   +0 52 56.0
 TU3132
 TU3132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3132!SPC HI 2     -   0.99998967  x   0.99997051  =   0.99996018
 TU3132!UTM  04      -   0.99998967  x   1.00044052  =   1.00043019
 TU3132
 TU3132:                Primary Azimuth Mark                     Grid Az
 TU3132:SPC HI 2     -  KAMOA                                    027 00 55.3
 TU3132:UTM  04      -  KAMOA                                    026 11 33.8
 TU3132
 TU3132|---------------------------------------------------------------------|
 TU3132| PID    Reference Object                     Distance      Geod. Az  |
 TU3132|                                                           dddmmss.s |
 TU3132| TU2925 KAMOA                               APPROX.12.0 KM 0270429.8 |
 TU3132| CN5925 MOLOKINI 2 RM 1                       5.963 METERS 04119     |
 TU3132| TU2924 MAUI RADIO RANGE TOWER              APPROX. 5.5 KM 0881357.5 |
 TU3132| TU2901 HANAMANIOA POINT LIGHTHOUSE         APPROX.10.3 KM 1202716.9 |
 TU3132| CN5926 MOLOKINI 2 RM 2                      13.723 METERS 29628     |
 TU3132|---------------------------------------------------------------------|
 TU3132
 TU3132                          SUPERSEDED SURVEY CONTROL
 TU3132
 TU3132  NAD 83(1986)-  20 37 50.00643(N)    156 29 51.09962(W) AD(       ) 1
 TU3132  OLD HI      -  20 38 01.48100(N)    156 30 01.25300(W) AD(       ) 1
 TU3132
 TU3132.Superseded values are not recommended for survey control.
 TU3132.NGS no longer adjusts projects to the OLD HI datum.
 TU3132.See file dsdata.txt to determine how the superseded data were derived.
 TU3132
 TU3132_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6077683269(NAD 83)
 TU3132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3132_SETTING: 66 = SET IN ROCK OUTCROP
 TU3132
 TU3132  HISTORY     - Date     Condition        Report By
 TU3132  HISTORY     - 1950     MONUMENTED       CGS
 TU3132  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU3132
 TU3132                          STATION DESCRIPTION
 TU3132
 TU3132'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3132'THE STATION IS LOCATED ON THE HIGHEST PART OF THE ISLAND OF
 TU3132'MOLOKINI.  IT IS 19.457 FEET SOUTHWEST OF THE CENTER OF THE
 TU3132'LIGHTHOUSE TOWER AND 5 FEET NORTH OF SEA CLIFF.
 TU3132'
 TU3132'THE STATION IS BEST REACHED BY BOAT FROM THE VILLAGE OF KIHEI
 TU3132'ON THE ISLAND OF MAUI.  THE BEST LANDING IS AT THE SOUTHWEST
 TU3132'END OF THE ISLAND.
 TU3132'
 TU3132'THE STATION IS A STANDARD DISK, STAMPED MOLOKINI 1950, SET
 TU3132'INTO A DRILL HOLE IN OUTCROPPING SANDSTONE.
 TU3132'
 TU3132'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED MOLOKINI
 TU3132'NO 1 1950, SET INTO A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 TU3132'THE LIGHTHOUSE BASE.  IT IS 1.94 METERS LOWER THAN THE STATION.
 TU3132'
 TU3132'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED MOLOKINI
 TU3132'NO 2 1950, SET INTO A DRILL HOLE IN SANDSTONE BEDROCK WHICH IS
 TU3132'FLUSH WITH THE SURFACE OF THE SURROUNDING ROCK.
 TU3132'
 TU3132'THE LIGHTHOUSE IS A WOODEN STRUCTURE 9.28 METERS TO THE CENTER
 TU3132'OF THE LIGHT AND RESTS ON A CONCRETE SLAB WHICH IS ABOUT 8
 TU3132'FEET SQUARE.
 TU3132'
 TU3132'THE IRON BAR AND CONCRETE POST WHICH MARKED MOLOKINI (HGS)
 TU3132'1905 WAS DESTROYED BY GUN FIRE AND BOMBING DURING WORLD WAR
 TU3132'NUMBER TWO.  THE DISTANCE AND DIRECTION WAS TAKEN TO SOME
 TU3132'FRAGMENTS OF SULPHER WHICH WAS FOUND IN THE FRACTURED ROCK.
 TU3132
 TU3132                          STATION RECOVERY (1963)
 TU3132
 TU3132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3132'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU3132'AS DESCRIBED BY C.T. HUSEMEYER IN 1950.  THE DISTANCES AND
 TU3132'DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  THE PREVIOUS
 TU3132'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3130 ***********************************************************************
 TU3130  DESIGNATION -  MOLOKINI LIGHTHOUSE 1950
 TU3130  PID         -  TU3130
 TU3130  STATE/COUNTY-  HI/MAUI
 TU3130  USGS QUAD   -  
 TU3130
 TU3130                         *CURRENT SURVEY CONTROL
 TU3130  ___________________________________________________________________
 TU3130* NAD 83(1993)-  20 37 50.14979(N)    156 29 50.95016(W)     ADJUSTED  
 TU3130* LOCAL TIDAL -        56.7    (meters)     186.     (feet)  VERT ANG  
 TU3130  ___________________________________________________________________
 TU3130  EPOCH DATE  -        1993.62
 TU3130  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 TU3130  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU3130
 TU3130  HORZ ORDER  -  SECOND
 TU3130
 TU3130.The horizontal coordinates were established by classical geodetic methods
 TU3130.and adjusted by the National Geodetic Survey in December 1998..
 TU3130.The horizontal coordinates are valid at the epoch date displayed above.
 TU3130.The epoch date for horizontal control is a decimal equivalence
 TU3130.of Year/Month/Day.
 TU3130
 TU3130.The orthometric height was determined by vertical angle observations.
 TU3130
 TU3130.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3130
 TU3130.The geoid height was determined by GEOID03.
 TU3130
 TU3130;                    North         East     Units Scale Factor Converg.
 TU3130;SPC HI 2     -    32,918.262   517,632.111   MT  0.99997051   +0 03 34.6
 TU3130;UTM  04      - 2,283,273.195   760,780.576   MT  1.00044055   +0 52 56.1
 TU3130
 TU3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3130!SPC HI 2     -   0.99998853  x   0.99997051  =   0.99995904
 TU3130!UTM  04      -   0.99998853  x   1.00044055  =   1.00042907
 TU3130
 TU3130:                Primary Azimuth Mark                     Grid Az
 TU3130:SPC HI 2     -  EAST POINT 1962                          050 46 26.2
 TU3130:UTM  04      -  EAST POINT 1962                          049 57 04.7
 TU3130
 TU3130|---------------------------------------------------------------------|
 TU3130| PID    Reference Object                     Distance      Geod. Az  |
 TU3130|                                                           dddmmss.s |
 TU3130| TU2938 EAST POINT 1962                     APPROX. 0.5 KM 0505000.8 |
 TU3130| TU3129 WEST POINT 1962                     263.245 METERS 33224     |
 TU3130|---------------------------------------------------------------------|
 TU3130
 TU3130                          SUPERSEDED SURVEY CONTROL
 TU3130
 TU3130  NAD 83(1986)-  20 37 50.12478(N)    156 29 50.93800(W) AD(       ) 2
 TU3130  OLD HI      -  20 38 01.59900(N)    156 30 01.09100(W) AD(       ) 2
 TU3130
 TU3130.Superseded values are not recommended for survey control.
 TU3130.NGS no longer adjusts projects to the OLD HI datum.
 TU3130.See file dsdata.txt to determine how the superseded data were derived.
 TU3130
 TU3130_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6078183273(NAD 83)
 TU3130
 TU3130  HISTORY     - Date     Condition        Report By
 TU3130  HISTORY     - 1950     MONUMENTED       CGS
 TU3130  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3130  HISTORY     - 19990724 GOOD             USPSQD
 TU3130
 TU3130                          STATION DESCRIPTION
 TU3130
 TU3130'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3130'THE STATION IS THE CENTER OF THE LIGHT AT THE COAST GUARD
 TU3130'LIGHTHOUSE ON THE ISLAND OF MOLOKINI.
 TU3130'
 TU3130'THIS IS AN UNATTENDED, FLASHING, FIXED LIGHT WHICH IS MOUNTED
 TU3130'ON THE TOP OF A WHITE WOODEN TOWER WHICH IS 9.28 METERS IN
 TU3130'HEIGHT.  IT RESTS ON A CONCRETE BASE WHICH IS ABOUT 8 FEET SQUARE.
 TU3130'
 TU3130'THE STATION WAS USED AS AN ECCENTRIC POINT FOR TRIANGULATION
 TU3130'STATION MOLOKINI 2 WHICH LIES 19.457 FEET SOUTHWEST OF THE CENTER
 TU3130'OF THE TOWER.
 TU3130
 TU3130                          STATION RECOVERY (1969)
 TU3130
 TU3130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3130'STTION WAS NOT VISITED, HOWEVER IT IS PLAINLY VISIBLE FROM MAUI,
 TU3130'AND WAS VERIFIED BY CHECK ANGLE FROM SEVERAL POINTS ON MAUI.
 TU3130'
 TU3130'STATION IS THE WHITE LIGHT MOUNTED ON TOP OF A 4-LEGGED, SKELETON
 TU3130'TOWER, PAINTED WHITE, AND ABOUT 30 FEET TALL.
 TU3130
 TU3130                          STATION RECOVERY (1999)
 TU3130
 TU3130'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0447 ***********************************************************************
 TU0447  DESIGNATION -  MON D
 TU0447  PID         -  TU0447
 TU0447  STATE/COUNTY-  HI/HONOLULU
 TU0447  USGS QUAD   -  PEARL HARBOR (1983)
 TU0447
 TU0447                         *CURRENT SURVEY CONTROL
 TU0447  ___________________________________________________________________
 TU0447* NAD 83(1986)-  21 19 50.     (N)    157 57 56.     (W)     SCALED    
 TU0447* LOCAL TIDAL -         1.675  (meters)       5.50   (feet)  ADJ UNCH  
 TU0447  ___________________________________________________________________
 TU0447  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU0447
 TU0447  VERT ORDER  -  SECOND    CLASS 0
 TU0447
 TU0447.The horizontal coordinates were scaled from a topographic map and have
 TU0447.an estimated accuracy of +/- 6 seconds.
 TU0447
 TU0447.The orthometric height was key entered from printed documents
 TU0447.and not key verified.
 TU0447
 TU0447.The geoid height was determined by GEOID03.
 TU0447
 TU0447;                    North         East    Units  Estimated Accuracy
 TU0447;SPC HI 3     -    18,150.      503,570.      MT  (+/- 180 meters Scaled)
 TU0447
 TU0447                          SUPERSEDED SURVEY CONTROL
 TU0447
 TU0447.No superseded survey control is available for this station.
 TU0447
 TU0447_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ072590(NAD 83)
 TU0447_MARKER: DD = SURVEY DISK
 TU0447_SETTING: 0 = UNSPECIFIED SETTING
 TU0447_STAMPING: MON D USN
 TU0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0447+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 TU0447
 TU0447  HISTORY     - Date     Condition        Report By
 TU0447  HISTORY     - UNK      MONUMENTED       DOD
 TU0447  HISTORY     - 1966     GOOD             NGS
 TU0447  HISTORY     - 20040326 GOOD             GEOCAC
 TU0447
 TU0447                          STATION DESCRIPTION
 TU0447
 TU0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0447'6.9 MI W FROM HONOLULU.
 TU0447'AT THE SOUTHWEST EDGE OF HICKAM AIR FORCE BASE 7 FEET SOUTH A RIGHT
 TU0447'ANGLE CORNER IN FENCE BETWEEN AIR FORCE AND NAVY AREAS AT THE
 TU0447'SOUTHWEST END OF VICKERS AVENUE, 7 FEET NORTHWEST OF WEST GATE POST
 TU0447'AND 39 FEET SOUTHWEST OF FIREHYDRANT NO. 42.  NAVY AREA IS ACTUALLY
 TU0447'CONTROLED BY THE AIR FORCE.
 TU0447
 TU0447                          STATION RECOVERY (2004)
 TU0447
 TU0447'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3435 ***********************************************************************
 TU3435  DESIGNATION -  MOOMOMI
 TU3435  PID         -  TU3435
 TU3435  STATE/COUNTY-  HI/MAUI
 TU3435  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3435
 TU3435                         *CURRENT SURVEY CONTROL
 TU3435  ___________________________________________________________________
 TU3435* NAD 83(1993)-  21 11 53.89437(N)    157 08 20.59764(W)     ADJUSTED  
 TU3435* LOCAL TIDAL -        19.     (meters)      62.     (feet)  VERT ANG  
 TU3435  ___________________________________________________________________
 TU3435  EPOCH DATE  -        1993.62
 TU3435  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 TU3435  GEOID HEIGHT-          15.21  (meters)                     GEOID03
 TU3435
 TU3435  HORZ ORDER  -  SECOND
 TU3435
 TU3435.The horizontal coordinates were established by classical geodetic methods
 TU3435.and adjusted by the National Geodetic Survey in December 1998..
 TU3435.The horizontal coordinates are valid at the epoch date displayed above.
 TU3435.The epoch date for horizontal control is a decimal equivalence
 TU3435.of Year/Month/Day.
 TU3435
 TU3435.The orthometric height was determined by vertical angle observations.
 TU3435.No vertical observational check was made to the station.
 TU3435
 TU3435.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3435
 TU3435.The geoid height was determined by GEOID03.
 TU3435
 TU3435;                    North         East     Units Scale Factor Converg.
 TU3435;SPC HI 2     -    95,834.295   450,951.992   MT  0.99999638   -0 10 14.9
 TU3435;UTM  04      - 2,345,229.389   693,174.463   MT  1.00006115   +0 40 23.2
 TU3435
 TU3435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3435!SPC HI 2     -   0.99999462  x   0.99999638  =   0.99999100
 TU3435!UTM  04      -   0.99999462  x   1.00006115  =   1.00005577
 TU3435
 TU3435|---------------------------------------------------------------------|
 TU3435| PID    Reference Object                     Distance      Geod. Az  |
 TU3435|                                                           dddmmss.s |
 TU3435| CN5928 MOOMOMI RM 1                          8.298 METERS 12005     |
 TU3435| CN5929 MOOMOMI RM 2                          6.113 METERS 19645     |
 TU3435| CN5927 MOOMOMI AZ MK                                      2024300.8 |
 TU3435|---------------------------------------------------------------------|
 TU3435
 TU3435                          SUPERSEDED SURVEY CONTROL
 TU3435
 TU3435  NAD 83(1986)-  21 11 53.85331(N)    157 08 20.55059(W) AD(       ) 2
 TU3435  OLD HI      -  21 12 05.32100(N)    157 08 30.68900(W) AD(       ) 2
 TU3435
 TU3435.Superseded values are not recommended for survey control.
 TU3435.NGS no longer adjusts projects to the OLD HI datum.
 TU3435.See file dsdata.txt to determine how the superseded data were derived.
 TU3435
 TU3435_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9317445229(NAD 83)
 TU3435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3435_SETTING: 66 = SET IN ROCK OUTCROP
 TU3435
 TU3435  HISTORY     - Date     Condition        Report By
 TU3435  HISTORY     - 1962     MONUMENTED       CGS
 TU3435  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3435
 TU3435                          STATION DESCRIPTION
 TU3435
 TU3435'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3435'STATION IS LOCATED, AIRLINE, ABOUT 6-1/2 MILES NORTHEAST OF THE
 TU3435'VILLAGE OF MAUNA LOA, 5 MILES WEST-NORTHWEST OF THE POST OFFICE
 TU3435'AT HOOLEHUA, 1/4 MILE EAST OF THE EAST END OF MOOMOMI BAY, AND
 TU3435'1/2 MILE NORTHEAST OF MOOMOMI ROAD, ON A LOW RISE THAT IS COVERED
 TU3435'WITH BLACK ROCKS.
 TU3435'
 TU3435'TO REACH FROM THE POST OFFICE AT HOOLEHUA, GO NORTH FOR 0.05
 TU3435'MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON STATE HIGHWAY 48
 TU3435'FOR 3.2 MILES TO END OF PAVED ROAD.  CONTINUE WEST ON GRADED ROAD
 TU3435'FOR 1.05 MILES TO LOCKED GATE AND SIGN MOOMOMI, ETC.  PASS THROUGH
 TU3435'GATE AND CONTINUE WEST ON TRACK ROAD FOR 0.2 MILE TO NORTHWEST
 TU3435'END OF CORRALS.  CONTINUE ON ROAD, BEARING LEFT FOR 0.1 MILE TO A
 TU3435'CROSSROAD.  TURN RIGHT AND GO NORTHWEST FOR 1.0 MILE TO
 TU3435'AZIMUTH MARK ON LEFT, 45 YARDS BEFORE REACHING A FORK.  TAKE
 TU3435'RIGHT FORK AND GO 0.3 MILE TO FORK.  TAKE RIGHT FORK AND GO
 TU3435'0.2 MILE TO FORK AT RED HOUSE.  TAKE RIGHT FORK AND GO 0.15 MILE
 TU3435'TO FORK.  TAKE RIGHT FORK, UP ONTO BENCH, AND GO 0.25 MILE TO
 TU3435'ROCKY KNOLL ON RIGHT AND STATION.
 TU3435'
 TU3435'STATION MARK IS A STANDARD DISK STAMPED MOOMOMI 1962, CEMENTED
 TU3435'IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 INCHES ABOVE GROUND.  IT
 TU3435'IS 18 FEET SOUTH OF NORTH END OF KNOLL, 5.7 FEET NORTH OF A WHITE
 TU3435'WITNESS POST, 105 FEET SOUTH OF TRACK ROAD AND 250 FEET SOUTH OF
 TU3435'THE SHORELINE CLIFF.
 TU3435'
 TU3435'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOOMOMI NO 1
 TU3435'1962, CEMENTED IN A DRILL HOLE IN A 5-FOOT-DIAMETER BEDROCK
 TU3435'OUTCROP THAT PROJECTS 16 INCHES ABOVE GROUND AND HAS A CONCAVE TOP.
 TU3435'
 TU3435'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOOMOMI NO 2
 TU3435'1962, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS
 TU3435'3 FEET ABOVE GROUND.  IT IS AT THE EAST SIDE OF A HIGHER PILE OF
 TU3435'ROCKS AND 14.6 FEET WEST OF THE WITNESS POST.
 TU3435'
 TU3435'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOOMOMI 1962,
 TU3435'CEMENTED IN A DRILL HOLE IN A RED, 1 X 2-FOOT BEDROCK OUTCROP
 TU3435'THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS 45 YARDS SOUTHEAST OF
 TU3435'ROAD FORK, 3 FEET SOUTHWEST OF A 2 X 4 STAKE, 18 FEET NORTHEAST
 TU3435'OF THE CENTER LINE OF THE TRACK ROAD AND 19 FEET NORTHWEST OF A
 TU3435'PROMINENT, POINTED-TOP ROCK ABOUT 3 FEET HIGH.
 TU3435'
 TU3435'NOTE--KEY FOR LOCKED GATE MAY BE OBTAINED AT THE HAWAIIAN HOMES
 TU3435'COMMISSION OFFICE BETWEEN KUALAPUU AND THE POST OFFICE AT HOOLEHUA.
 TU3435
 TU3435                          STATION RECOVERY (1967)
 TU3435
 TU3435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3435'STATION RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1657 ***********************************************************************
 TU1657  DESIGNATION -  MOORING MAST
 TU1657  PID         -  TU1657
 TU1657  STATE/COUNTY-  HI/HONOLULU
 TU1657  USGS QUAD   -  EWA (1983)
 TU1657
 TU1657                         *CURRENT SURVEY CONTROL
 TU1657  ___________________________________________________________________
 TU1657* NAD 83(1993)-  21 19 38.55201(N)    158 02 41.18242(W)     ADJUSTED  
 TU1657* LOCAL TIDAL -                                                        
 TU1657  ___________________________________________________________________
 TU1657  EPOCH DATE  -        1993.62
 TU1657  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 TU1657  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1657
 TU1657  HORZ ORDER  -  THIRD
 TU1657
 TU1657.The horizontal coordinates were established by classical geodetic methods
 TU1657.and adjusted by the National Geodetic Survey in December 1998..
 TU1657.The horizontal coordinates are valid at the epoch date displayed above.
 TU1657.The epoch date for horizontal control is a decimal equivalence
 TU1657.of Year/Month/Day.
 TU1657
 TU1657
 TU1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1657
 TU1657.The geoid height was determined by GEOID03.
 TU1657
 TU1657;                    North         East     Units Scale Factor Converg.
 TU1657;SPC HI 3     -    17,794.211   495,355.216   MT  0.99999027   -0 00 58.6
 TU1657;UTM  04      - 2,358,680.235   599,060.932   MT  0.99972126   +0 20 50.8
 TU1657
 TU1657                          SUPERSEDED SURVEY CONTROL
 TU1657
 TU1657  NAD 83(1986)-  21 19 38.50040(N)    158 02 41.19305(W) AD(       ) 4
 TU1657  OLD HI      -  21 19 49.85100(N)    158 02 51.06600(W) AD(       ) 3
 TU1657
 TU1657.Superseded values are not recommended for survey control.
 TU1657.NGS no longer adjusts projects to the OLD HI datum.
 TU1657.See file dsdata.txt to determine how the superseded data were derived.
 TU1657
 TU1657_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9906158680(NAD 83)
 TU1657
 TU1657  HISTORY     - Date     Condition        Report By
 TU1657  HISTORY     - 1925     MONUMENTED       CGS
 TU1657  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TU1657
 TU1657                          STATION DESCRIPTION
 TU1657
 TU1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1657'IN S OAHU, MIDWAY BETWEEN PEARL HARBOR AND BARBERS POINT, AND IN
 TU1657'THE FLATS, ABOUT 1 MILE FROM SHORE.  A STEEL STRUCTURE PAINTED
 TU1657'WITH ALTERNATE BLACK AND WHITE BANDS.
 TU1657
 TU1657                          STATION RECOVERY (1953)
 TU1657
 TU1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GAN)
 TU1657'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2818 ***********************************************************************
 TU2818  DESIGNATION -  MOPUA RESET
 TU2818  PID         -  TU2818
 TU2818  STATE/COUNTY-  HI/MAUI
 TU2818  USGS QUAD   -  KIPAHULU (1983)
 TU2818
 TU2818                         *CURRENT SURVEY CONTROL
 TU2818  ___________________________________________________________________
 TU2818* NAD 83(1993)-  20 40 44.41035(N)    156 02 13.67396(W)     ADJUSTED  
 TU2818* LOCAL TIDAL -       246.8    (meters)     810.     (feet)  VERT ANG  
 TU2818  ___________________________________________________________________
 TU2818  EPOCH DATE  -        1993.62
 TU2818  LAPLACE CORR-         -12.67  (seconds)                    DEFLEC99
 TU2818  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU2818
 TU2818  HORZ ORDER  -  FIRST
 TU2818
 TU2818.The horizontal coordinates were established by classical geodetic methods
 TU2818.and adjusted by the National Geodetic Survey in December 1998..
 TU2818.The horizontal coordinates are valid at the epoch date displayed above.
 TU2818.The epoch date for horizontal control is a decimal equivalence
 TU2818.of Year/Month/Day.
 TU2818
 TU2818.The orthometric height was determined by vertical angle observations.
 TU2818
 TU2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2818
 TU2818.The geoid height was determined by GEOID03.
 TU2818
 TU2818;                    North         East     Units Scale Factor Converg.
 TU2818;SPC HI 2     -    38,395.283   565,590.734   MT  1.00001981   +0 13 20.3
 TU2818;UTM  04      - 2,289,442.887   808,684.901   MT  1.00077778   +1 02 49.6
 TU2818;UTM  05      - 2,289,586.178   183,572.603   MT  1.00083761   -1 04 24.3
 TU2818
 TU2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2818!SPC HI 2     -   0.99995878  x   1.00001981  =   0.99997859
 TU2818!UTM  04      -   0.99995878  x   1.00077778  =   1.00073653
 TU2818!UTM  05      -   0.99995878  x   1.00083761  =   1.00079635
 TU2818
 TU2818:                Primary Azimuth Mark                     Grid Az
 TU2818:SPC HI 2     -  MUOLEA                                   074 44 23.1
 TU2818:UTM  04      -  MUOLEA                                   073 54 53.8
 TU2818:UTM  05      -  MUOLEA                                   076 02 07.7
 TU2818
 TU2818|---------------------------------------------------------------------|
 TU2818| PID    Reference Object                     Distance      Geod. Az  |
 TU2818|                                                           dddmmss.s |
 TU2818| TU2810 MUOLEA                              APPROX. 3.1 KM 0745743.4 |
 TU2818| CN5931 MOPUA RM 2                            5.562 METERS 09735     |
 TU2818| CN5932 MOPUA RM 3                            1.873 METERS 29638     |
 TU2818| CN5930 MOPUA RM 1                           13.530 METERS 29750     |
 TU2818|---------------------------------------------------------------------|
 TU2818
 TU2818                          SUPERSEDED SURVEY CONTROL
 TU2818
 TU2818  NAD 83(1986)-  20 40 44.37883(N)    156 02 13.69523(W) AD(       ) 1
 TU2818  OLD HI      -  20 40 55.86400(N)    156 02 23.77000(W) AD(       ) 1
 TU2818
 TU2818.Superseded values are not recommended for survey control.
 TU2818.NGS no longer adjusts projects to the OLD HI datum.
 TU2818.See file dsdata.txt to determine how the superseded data were derived.
 TU2818
 TU2818_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0868589443(NAD 83)
 TU2818
 TU2818  HISTORY     - Date     Condition        Report By
 TU2818  HISTORY     - 1950     MONUMENTED       HIGS
 TU2818  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2818  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2818  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2818
 TU2818                          STATION DESCRIPTION
 TU2818
 TU2818'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU2818'ON SOUTHEASTERN COAST OF MAUI, SOUTHERN PART OF HANA DISTRICT, ON
 TU2818'THE SUMMIT OF MOPUA HILL, ABOUT 2,200 FEET FROM THE SEA.  MARKED
 TU2818'(IN 1912) BY A 2-INCH GALVANIZED IRON PIPE SET IN A BLOCK OF
 TU2818'CONCRETE.
 TU2818
 TU2818                          STATION RECOVERY (1950)
 TU2818
 TU2818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2818'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A STANDARD
 TU2818'DISK, STAMPED MOPUA 1950 WAS CEMENTED IN THE CENTER OF THE IRON
 TU2818'PIPE.
 TU2818'
 TU2818'REFERENCE MARK NO. 1 IS WEST NORTHWEST OF THE STATION.  A STANDARD
 TU2818'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER PROJECTING SIX
 TU2818'INCHES, STAMPED MOPUA NO 1 1950.
 TU2818'
 TU2818'REFERENCE MARK NO. 2 IS EAST SOUTHEAST OF THE STATION.  A STANDARD
 TU2818'DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER PROJECTING FOUR
 TU2818'INCHES, STAMPED MOPUA NO 2 1950.
 TU2818'
 TU2818'TO REACH FROM THE POST OFFICE AT HANA--GO SOUTHEASTERLY ON COAST
 TU2818'HIGHWAY FOR 8.5 MILES TO A DIM TURN OFF JUST BEFORE REACHING A
 TU2818'CONCRETE BRIDGE.  FROM HERE PACK WESTERLY FOR ABOUT 1/2 MILE TO TOP
 TU2818'OF A HEAVILY WOODED CONSPICUOUS HILL AND STATION.
 TU2818'
 TU2818'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
 TU2818
 TU2818                          STATION RECOVERY (1969)
 TU2818
 TU2818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2818'STATION MARK AND RM NO. 2 WERE RECOVERED IN GOOD CONDITION.  RM
 TU2818'NO. 1 WAS NOT FOUND AND BELIEVED DESTROYED.  A NEW RM, NO. 3,
 TU2818'WAS ESTABLISHED, AND A WITNESS POST WAS SET.  A COMPLETE
 TU2818'DESCRIPTION FOLLOWS--
 TU2818'
 TU2818'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF HANA, 2 MILES
 TU2818'NORTHEAST OF KIPAHULU RANCH HEADQUARTERS AND 1/4-MILE NORTHWEST OF
 TU2818'THE HIGHWAY, AT ABOUT 810 FEET ELEVATION, ON A BRUSHY KNOLL ON THE
 TU2818'SOUTHEAST END OF A RIDGE, ON PROPERTY OF MR. FRANK DE COIT OF
 TU2818'HANA.
 TU2818'
 TU2818'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON STATE
 TU2818'HIGHWAY 31 FOR 8.25 MILES TO CORRAL AND LOCKED GATE ON RIGHT, ABOUT
 TU2818'1/2-MILE AFTER CROSSING WAILUA GULCH BRIDGE.  (KEY WAS OBTAINED
 TU2818'FROM MR. DE COIT.) PASS THROUGH GATE AND FOLLOW TRACK ROAD UPGRADE
 TU2818'FOR 0.3 MILE TO POINT OPPOSITE EAST SIDE OF STATION HILL.  PACK
 TU2818'WEST ABOUT 200 YARDS TO STATION.
 TU2818'
 TU2818'STATION MARK IS A STANDARD DISK STAMPED MOPUA 1950, SET IN THE TOP
 TU2818'OF A 6-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES FROM
 TU2818'GROUND.  IT IS 3 FEET SOUTH OF A WHITE WITNESS POST.
 TU2818'
 TU2818'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOPUA NO 2
 TU2818'1950, CEMENTED IN A DRILL HOLE IN AN 8 X 12-INCH BOULDER THAT
 TU2818'PROJECTS 1 INCH FROM GROUND.  IT IS ON NORTHWEST SLOPE OF HILL AND
 TU2818'3.8 FEET LOWER THAN STATION MARK.
 TU2818'
 TU2818'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MOPUA HGS
 TU2818'1881 NO 3 1969, CEMENTED IN A DRILL HOLE IN A 6-INCH-SQUARE, BOULDER
 TU2818'TOP THAT PROJECTS 3 INCHES FROM GROUND AND IS AT SAME ELEVATION AS
 TU2818'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1477 ***********************************************************************
 TU1477  DESIGNATION -  MORMON CHURCH SPIRE
 TU1477  PID         -  TU1477
 TU1477  STATE/COUNTY-  HI/HONOLULU
 TU1477  USGS QUAD   -  KAHUKU (1983)
 TU1477
 TU1477                         *CURRENT SURVEY CONTROL
 TU1477  ___________________________________________________________________
 TU1477* NAD 83(1993)-  21 38 50.27095(N)    157 55 49.45017(W)     ADJUSTED  
 TU1477* LOCAL TIDAL -                                                        
 TU1477  ___________________________________________________________________
 TU1477  EPOCH DATE  -        1993.62
 TU1477  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 TU1477  GEOID HEIGHT-          13.82  (meters)                     GEOID03
 TU1477
 TU1477  HORZ ORDER  -  THIRD
 TU1477
 TU1477.The horizontal coordinates were established by classical geodetic methods
 TU1477.and adjusted by the National Geodetic Survey in December 1998..
 TU1477.The horizontal coordinates are valid at the epoch date displayed above.
 TU1477.The epoch date for horizontal control is a decimal equivalence
 TU1477.of Year/Month/Day.
 TU1477
 TU1477
 TU1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1477
 TU1477.The geoid height was determined by GEOID03.
 TU1477
 TU1477;                    North         East     Units Scale Factor Converg.
 TU1477;SPC HI 3     -    53,217.662   507,204.319   MT  0.99999064   +0 01 32.4
 TU1477;UTM  04      - 2,394,169.698   610,680.355   MT  0.99975137   +0 23 40.6
 TU1477
 TU1477                          SUPERSEDED SURVEY CONTROL
 TU1477
 TU1477  NAD 83(1986)-  21 38 50.22299(N)    157 55 49.45991(W) AD(       ) 4
 TU1477  OLD HI      -  21 39 01.66000(N)    157 55 59.37000(W) AD(       ) 3
 TU1477
 TU1477.Superseded values are not recommended for survey control.
 TU1477.NGS no longer adjusts projects to the OLD HI datum.
 TU1477.See file dsdata.txt to determine how the superseded data were derived.
 TU1477
 TU1477_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1068094170(NAD 83)
 TU1477
 TU1477  HISTORY     - Date     Condition        Report By
 TU1477  HISTORY     - UNK      MONUMENTED
 TU1477  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1477  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1477
 TU1477                          STATION DESCRIPTION
 TU1477
 TU1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1477'THE STATION IS IN THE LOCALITY OF LAIE.  STATION HAS BEEN
 TU1477'DESTROYED.  THE CHURCH WAS MOVED IN 1915 ABOUT 240 METERS NNE AND A
 TU1477'TEMPLE HAS BEEN BUILT ON THE OLD SITE.  THE NEW BUILDING HAS NO
 TU1477'SPIRE.
 TU1477
 TU1477                          STATION RECOVERY (1965)
 TU1477
 TU1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1477'STATION IS GONE. ALSO REPORTED DESTROYED IN 1933.  THE PRESENT
 TU1477'MORMON TEMPLE IN LAIE HAS NO SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2029 ***********************************************************************
 TU2029  DESIGNATION -  MOS
 TU2029  PID         -  TU2029
 TU2029  STATE/COUNTY-  HI/KAUAI
 TU2029  USGS QUAD   -  MAKAHA POINT (1983)
 TU2029
 TU2029                         *CURRENT SURVEY CONTROL
 TU2029  ___________________________________________________________________
 TU2029* NAD 83(1993)-  22 04 31.52570(N)    159 46 05.72934(W)     ADJUSTED  
 TU2029* LOCAL TIDAL -                                                        
 TU2029  ___________________________________________________________________
 TU2029  EPOCH DATE  -        1993.62
 TU2029  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 TU2029  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU2029
 TU2029  HORZ ORDER  -  THIRD
 TU2029
 TU2029.The horizontal coordinates were established by classical geodetic methods
 TU2029.and adjusted by the National Geodetic Survey in December 1998..
 TU2029.The horizontal coordinates are valid at the epoch date displayed above.
 TU2029.The epoch date for horizontal control is a decimal equivalence
 TU2029.of Year/Month/Day.
 TU2029
 TU2029
 TU2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2029
 TU2029.The geoid height was determined by GEOID03.
 TU2029
 TU2029;                    North         East     Units Scale Factor Converg.
 TU2029;SPC HI 4     -    26,830.686   472,313.963   MT  0.99999947   -0 06 02.9
 TU2029;UTM  04      - 2,441,375.070   420,740.031   MT  0.99967762   -0 17 19.5
 TU2029
 TU2029                          SUPERSEDED SURVEY CONTROL
 TU2029
 TU2029  NAD 83(1986)-  22 04 31.49209(N)    159 46 05.75476(W) AD(       ) 4
 TU2029  OLD HI      -  22 04 42.77000(N)    159 46 15.82000(W) AD(       ) 3
 TU2029
 TU2029.Superseded values are not recommended for survey control.
 TU2029.NGS no longer adjusts projects to the OLD HI datum.
 TU2029.See file dsdata.txt to determine how the superseded data were derived.
 TU2029
 TU2029_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2074041375(NAD 83)
 TU2029
 TU2029  HISTORY     - Date     Condition        Report By
 TU2029  HISTORY     - 1910     MONUMENTED       CGS
 TU2029  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2029
 TU2029                          STATION DESCRIPTION
 TU2029
 TU2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2029'ON WEST COAST OF KAUAI, 1 MILE NORTHEAST OF NOHILI, ON A SAND
 TU2029'HILL NEAR THE SALT POND AT A POINT IN THE SHORE LINE.  IT IS 100
 TU2029'METERS BACK FROM HIGH-WATER LINE AND 75 FEET ABOVE IT.  MARKED BY
 TU2029'STAKE.
 TU2029
 TU2029                          STATION RECOVERY (1966)
 TU2029
 TU2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2029'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU2029'DESTROYED.  THERE IS NOW AND OLD CONCRETE PILLBOX AT ITS
 TU2029'APPROXIMATE LOCATION.  STATION WAS ORIGINALLY MARKED BY A STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2496 ***********************************************************************
 TU2496  DESIGNATION -  MOUNTAIN
 TU2496  PID         -  TU2496
 TU2496  STATE/COUNTY-  HI/HAWAII
 TU2496  USGS QUAD   -  PUU POHAKULOA (1982)
 TU2496
 TU2496                         *CURRENT SURVEY CONTROL
 TU2496  ___________________________________________________________________
 TU2496* NAD 83(1993)-  19 19 38.33512(N)    155 49 10.61885(W)     ADJUSTED  
 TU2496* LOCAL TIDAL -      1419.5    (meters)    4657.     (feet)  VERT ANG  
 TU2496  ___________________________________________________________________
 TU2496  EPOCH DATE  -        1993.62
 TU2496  LAPLACE CORR-          23.64  (seconds)                    DEFLEC99
 TU2496  GEOID HEIGHT-          22.05  (meters)                     GEOID03
 TU2496
 TU2496  HORZ ORDER  -  THIRD
 TU2496
 TU2496.The horizontal coordinates were established by classical geodetic methods
 TU2496.and adjusted by the National Geodetic Survey in December 1998..
 TU2496.The horizontal coordinates are valid at the epoch date displayed above.
 TU2496.The epoch date for horizontal control is a decimal equivalence
 TU2496.of Year/Month/Day.
 TU2496
 TU2496.The orthometric height was determined by vertical angle observations.
 TU2496
 TU2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2496
 TU2496.The geoid height was determined by GEOID03.
 TU2496
 TU2496;                    North         East     Units Scale Factor Converg.
 TU2496;SPC HI 1     -    54,709.547   466,414.283   MT  0.99998060   -0 06 20.8
 TU2496;UTM  05      - 2,139,458.928   203,726.730   MT  1.00068517   -0 56 02.0
 TU2496
 TU2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2496!SPC HI 1     -   0.99977344  x   0.99998060  =   0.99975405
 TU2496!UTM  05      -   0.99977344  x   1.00068517  =   1.00045846
 TU2496
 TU2496                          SUPERSEDED SURVEY CONTROL
 TU2496
 TU2496  NAD 83(1986)-  19 19 38.34248(N)    155 49 10.64897(W) AD(       ) 3
 TU2496  OLD HI      -  19 19 49.18600(N)    155 49 20.69000(W) AD(       ) 3
 TU2496
 TU2496.Superseded values are not recommended for survey control.
 TU2496.NGS no longer adjusts projects to the OLD HI datum.
 TU2496.See file dsdata.txt to determine how the superseded data were derived.
 TU2496
 TU2496_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0372739459(NAD 83)
 TU2496_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2496_SETTING: 80 = SET IN A BOULDER
 TU2496_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2496
 TU2496  HISTORY     - Date     Condition        Report By
 TU2496  HISTORY     - 1948     MONUMENTED       CGS
 TU2496  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2496
 TU2496                          STATION DESCRIPTION
 TU2496
 TU2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2496'THE STATION IS LOCATED IN THE LAND OF PAHOEHOE IN THE SOUTH KONA
 TU2496'DISTRICT, IN DENSE FOREST ABOUT FOUR MILES ABOVE THE GOVERNMENT
 TU2496'ROAD AND ABOUT TWO MILES NORTHWEST OF THE KAOHE RANCH HOUSE.
 TU2496'
 TU2496'THE STATION IS LOCATED ON A HIGH RISE OF LAND THAT BREAKS
 TU2496'STEEPLY TO THE SOUTHWEST AND NORTHWEST.  THE STATION MARK IS A
 TU2496'STANDARD DISK CEMENTED IN DRILL HOLE IN A BOULDER SET IN THE
 TU2496'GROUND 25 FEET NORTHWEST OF AND ABOUT FOUR FEET LOWER THAN THE
 TU2496'HIGHEST GROUND NEARBY.  IT IS ABOUT 60 FEET DIRECTLY BELOW THE
 TU2496'TOP OF A LARGE OHIA TREE DENUDED OF ITS BRANCHES.  A SMALL PILE
 TU2496'OF STONES COVERS THE STATION MARK.
 TU2496'
 TU2496'TO REACH THE STATION PROCEED EAST AND UP THE HARD SURFACED TRACK
 TU2496'ROAD LEADING TO THE OHIA AND KOA MILLS SOUTH OF THE ALIKA LAVA
 TU2496'FLOW OF 1919.  THIS ROAD COMMENCES AT THE GOVERNMENT MAIN ROAD,
 TU2496'ABOUT 1/4 MILE SOUTH OF THE ALIKA LAVA FLOW AND IS MARKED BY
 TU2496'A CHAINED GATEWAY WITH A CATTLE GUARD.  AFTER REACHING THE KOA
 TU2496'MILL ABOUT 5 MILES ABOVE THE MAIN ROAD, TURN NORTH ALONG A ROUGH
 TU2496'ROAD WHICH CROSSES THE MANY BRANCHES OF THE ALIKA LAVA FLOW.
 TU2496'KEEP TO THE RIGHT AT FIRST FORK IN THE ROAD, A LITTLE NORTH OF
 TU2496'THE KOA MILL.  FROM THIS POINT ON TAKE LEFT FORKS OF ALL
 TU2496'JUNCTIONS.  THIS ROAD ENDS AT KAOHE RANCH HOUSE ABOUT 10 MILES
 TU2496'BEYOND THE KOA MILL.  CONTINUE ALONG A TRAIL THAT RUNS
 TU2496'NORTHWEST 1/4 MILE THROUGH A NARROW CORRAL, THENCE DUE NORTH
 TU2496'ALONG TRAIL THROUGH FOREST A LITTLE OVER A MILE, FOLLOWING
 TU2496'NEAR THE WEST SIDE OF A FENCE, TO HIGH GROUND ABOUT 300 FEET
 TU2496'WEST OF THE FENCE AT WHICH POINT THE TRAIL TURNS NORTHWEST.
 TU2496'CONTINUE A DISTANCE OF ABOUT 3/4 MILE.  FROM THIS POINT GO WEST
 TU2496'THROUGH DENSE FOREST FOR 1/2 MILE TO STATION.  WITHOUT
 TU2496'A GUIDE THE STATION IS DIFFICULT TO LOCATE.  THE LOCATION OF THE
 TU2496'STATION WAS FIRST LOCATED BY GOING DUE WEST 4800 FEET FROM THE
 TU2496'PADDOCK CORNER 1-1/2 MILES NORTH OF KAOHE RANCH HOUSE.
 TU2496'
 TU2496'R.M. NO. 1 IS A DISK IN DRILL HOLE IN SOLID ROCK 5 FEET EAST OF
 TU2496'AN UPROOTED OHIA TREE NNE OF STATION.
 TU2496'
 TU2496'R.M. NO. 2 IS A DISK IN DRILL HOLE IN SOLID ROCK 3 FT X 1.5 FT
 TU2496'BY 1 FT HIGH SE OF STATION, ON HIGHEST GROUND NEARBY.
 TU2496'
 TU2496'A 20 PENNY NAIL IN CROSS IN NORTH FACE OF OHIA TREE BEARS SSE.
 TU2496'
 TU2496'A 20 PENNY NAIL IN CROSS IN WEST FACE OF OHIA TREE BEARS ESE.
 TU2496
 TU2496                          STATION RECOVERY (1968)
 TU2496
 TU2496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2496'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2496'CONDITION.  DISTANCE TO REFERENCE MARKS WAS CHECKED AND FOUND
 TU2496'CORRECT.  THE 45-FOOT-TALL SNAG OF THE LARGE OHIA DENUDED OF ITS
 TU2496'BRANCHES, MENTIONED IN 1948, STILL STANDS AND HAS LADDER STEPS
 TU2496'NAILED UP THE EAST SIDE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2496'
 TU2496'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF KEALIA, 1-1/2 MILES
 TU2496'NORTHWEST OF KAOHE RANCH AND 3-1/2 MILES EAST OF ALAE SCHOOL, AT
 TU2496'4659 FEET ELEVATION IN DENSE FOREST COUNTRY, 3200 FEET SOUTH OF
 TU2496'THE 1950 HONOKUA LAVA FLOW.  IT IS LOCATED ON A RATHER FLAT AREA,
 TU2496'ABOUT 30 YARDS WEST, AND LOWER, FROM THE WEST END OF A
 TU2496'NARROW-TOPPED RIDGE WHICH HAS A NARROW GULLY DOWN ITS CREST AND A
 TU2496'VERY DEEP BLOW-HOLE, OR CRATER, HIDDEN BY FERNS, AT THE END
 TU2496'OF THE GULLY.
 TU2496'
 TU2496'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2496'STATE HIGHWAY 11 FOR 8.1 MILES TO ALAE SCHOOL.  CONTINUE FOR 0.05
 TU2496'MILE TO TRACK ROAD LEFT.  GO UP STEEP TRACK ROAD FOR 1.0 MILE TO
 TU2496'BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.45 MILE TO DIM
 TU2496'FORK.  TAKE LEFT FORK AND GO 0.3 MILE TO FORK.  TAKE LEFT FORK,
 TU2496'AHEAD, AND GO 0.65 MILE TO LAVA FLOW.  GO UP ALONG SOUTH EDGE OF
 TU2496'LAVA FLOW ON JEEP ROAD FOR 2.0 MILES TO END OF ROAD.  PACK ON
 TU2496'UP LAVA FLOW ABOUT 1/2-MILE TO 4660 FEET ELEVATION, THEN GO DUE
 TU2496'SOUTH ABOUT 3200 FEET THROUGH FOREST TO STATION.  NOTE--AN
 TU2496'ALTIMETER IS OF GREAT HELP IN FINDING STATION.  A 4-WHEEL-DRIVE
 TU2496'TRUCK IS REQUIRED.
 TU2496'
 TU2496'STATION MARK IS A STANDARD DISK STAMPED MOUNTAIN 1948, CEMENTED IN
 TU2496'A DRILL HOLE IN A BOULDER FLUSH WITH GROUND 5 FEET NORTH OF THE
 TU2496'SNAG.  THERE IS A SMALL CAIRN BUILT OVER THE MARK.
 TU2496'
 TU2496'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOUNTAIN 1
 TU2496'1948, CEMENTED IN A DRILL HOLE IN A 12 X 20-INCH ROCK PROJECTING 6
 TU2496'INCHES.  IT IS 4 FEET EAST OF THE ROOTS OF AN UPROOTED OHIA TREE,
 TU2496'WHICH IS STILL ALIVE, AND IS AT ABOUT SAME ELEVATION AS STATION
 TU2496'MARK.
 TU2496'
 TU2496'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOUNTAIN 2
 TU2496'1948, CEMENTED IN A DRILL HOLE IN A BROWN BOULDER ABOUT 1-1/2 X 4
 TU2496'FEET AND PROJECTING 16 INCHES.  IT IS 24 FEET WEST OF A 2-FOOT
 TU2496'OHIA STUMP AND AT THE NORTH SIDE OF THE LOG FROM THE STUMP, AND
 TU2496'ABOUT 2 FEET HIGHER THAN STATION.
 TU2496'
 TU2496'BOTH 20-PENNY NAILS IN CROSSES WERE RECOVERED.  THE ONE IN THE
 TU2496'STATION SNAG IS HEAD-HIGH ABOVE GROUND AND THE OTHER ONE IS 7 FEET
 TU2496'ABOVE GROUND, ON THE WEST FACE OF A 2-FOOT OHIA TREE.
 TU2496'
 TU2496'NOTE--ALL LINES ARE BLOCKED BY THE TALL TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0726 ***********************************************************************
 TU0726  DESIGNATION -  MPQ 38 1 RADAR 323204
 TU0726  PID         -  TU0726
 TU0726  STATE/COUNTY-  HI/KAUAI
 TU0726  USGS QUAD   -  KEKAHA (1983)
 TU0726
 TU0726                         *CURRENT SURVEY CONTROL
 TU0726  ___________________________________________________________________
 TU0726* NAD 83(1986)-  22 01 31.     (N)    159 47 05.     (W)     SCALED    
 TU0726* LOCAL TIDAL -         9.285  (meters)      30.46   (feet)  ADJ UNCH  
 TU0726  ___________________________________________________________________
 TU0726  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0726
 TU0726  VERT ORDER  -  SECOND    CLASS 0
 TU0726
 TU0726.The horizontal coordinates were scaled from a topographic map and have
 TU0726.an estimated accuracy of +/- 6 seconds.
 TU0726
 TU0726.The orthometric height was key entered from printed documents
 TU0726.and not key verified.
 TU0726
 TU0726.The geoid height was determined by GEOID03.
 TU0726
 TU0726;                    North         East    Units  Estimated Accuracy
 TU0726;SPC HI 4     -    21,280.      470,600.      MT  (+/- 180 meters Scaled)
 TU0726
 TU0726                          SUPERSEDED SURVEY CONTROL
 TU0726
 TU0726.No superseded survey control is available for this station.
 TU0726
 TU0726_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190358(NAD 83)
 TU0726_MARKER: Z = SEE DESCRIPTION
 TU0726_SETTING: 0 = UNSPECIFIED SETTING
 TU0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0726
 TU0726  HISTORY     - Date     Condition        Report By
 TU0726  HISTORY     - UNK      MONUMENTED       CGS
 TU0726  HISTORY     - 1965     GOOD             NGS
 TU0726
 TU0726                          STATION DESCRIPTION
 TU0726
 TU0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0726'7.9 MI NW FROM KEKAHA.
 TU0726'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0726'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0726'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0726'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0726'THENCE 0.05 MILE SOUTH, 55 1/2 FEET EAST OF THE WEST EDGE OF THE PAD,
 TU0726'22 FEET SOUTHWEST OF A T-JUNCTION IN THE CABLE TRAY AND 14 1/2 FEET
 TU0726'WEST OF THE CABLE TRAY.  THE RADAR IS LOCATED ON THE TOP OF VAN NO. VU
 TU0726'1 100749.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0727 ***********************************************************************
 TU0727  DESIGNATION -  MPQ 38 2 RADAR 32320
 TU0727  PID         -  TU0727
 TU0727  STATE/COUNTY-  HI/KAUAI
 TU0727  USGS QUAD   -  KEKAHA (1983)
 TU0727
 TU0727                         *CURRENT SURVEY CONTROL
 TU0727  ___________________________________________________________________
 TU0727* NAD 83(1986)-  22 01 31.     (N)    159 47 05.     (W)     SCALED    
 TU0727* LOCAL TIDAL -         9.358  (meters)      30.70   (feet)  ADJ UNCH  
 TU0727  ___________________________________________________________________
 TU0727  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0727
 TU0727  VERT ORDER  -  SECOND    CLASS 0
 TU0727
 TU0727.The horizontal coordinates were scaled from a topographic map and have
 TU0727.an estimated accuracy of +/- 6 seconds.
 TU0727
 TU0727.The orthometric height was key entered from printed documents
 TU0727.and not key verified.
 TU0727
 TU0727.The geoid height was determined by GEOID03.
 TU0727
 TU0727;                    North         East    Units  Estimated Accuracy
 TU0727;SPC HI 4     -    21,280.      470,600.      MT  (+/- 180 meters Scaled)
 TU0727
 TU0727                          SUPERSEDED SURVEY CONTROL
 TU0727
 TU0727.No superseded survey control is available for this station.
 TU0727
 TU0727_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190358(NAD 83)
 TU0727_MARKER: Z = SEE DESCRIPTION
 TU0727_SETTING: 0 = UNSPECIFIED SETTING
 TU0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0727
 TU0727  HISTORY     - Date     Condition        Report By
 TU0727  HISTORY     - UNK      MONUMENTED       CGS
 TU0727  HISTORY     - 1965     GOOD             NGS
 TU0727
 TU0727                          STATION DESCRIPTION
 TU0727
 TU0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0727'7.9 MI NW FROM KEKAHA.
 TU0727'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0727'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0727'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0727'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0727'THENCE 0.05 MILE SOUTH, 35 FEET WEST OF THE EAST EDGE OF THE PAD, 24
 TU0727'FEET SOUTHEAST OF A T-JUNCTION OF THE CABLE TRAY, 19 FEET SOUTH OF AN
 TU0727'EAST-WEST CABLE TRAY AND 14.6 FEET EAST OF A NORTH-SOUTH CABLE TRAY.
 TU0727'THE RADAR IS LOCATED ON THE TOP OF VAN NO. VU 1 97045.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0707 ***********************************************************************
 TU0707  DESIGNATION -  MPS 25 FEEDHORN
 TU0707  PID         -  TU0707
 TU0707  STATE/COUNTY-  HI/KAUAI
 TU0707  USGS QUAD   -  KEKAHA (1983)
 TU0707
 TU0707                         *CURRENT SURVEY CONTROL
 TU0707  ___________________________________________________________________
 TU0707* NAD 83(1986)-  22 01 44.     (N)    159 46 59.     (W)     SCALED    
 TU0707* LOCAL TIDAL -        30.372  (meters)      99.65   (feet)  ADJ UNCH  
 TU0707  ___________________________________________________________________
 TU0707  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0707
 TU0707  VERT ORDER  -  SECOND    CLASS 0
 TU0707
 TU0707.The horizontal coordinates were scaled from a topographic map and have
 TU0707.an estimated accuracy of +/- 6 seconds.
 TU0707
 TU0707.The orthometric height was key entered from printed documents
 TU0707.and not key verified.
 TU0707
 TU0707.The geoid height was determined by GEOID03.
 TU0707
 TU0707;                    North         East    Units  Estimated Accuracy
 TU0707;SPC HI 4     -    21,680.      470,780.      MT  (+/- 180 meters Scaled)
 TU0707
 TU0707                          SUPERSEDED SURVEY CONTROL
 TU0707
 TU0707.No superseded survey control is available for this station.
 TU0707
 TU0707_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191362(NAD 83)
 TU0707_MARKER: DB = BENCH MARK DISK
 TU0707_SETTING: 0 = UNSPECIFIED SETTING
 TU0707_STAMPING: MPS-25 FEEDHORN 1964
 TU0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0707
 TU0707  HISTORY     - Date     Condition        Report By
 TU0707  HISTORY     - 1964     MONUMENTED       CGS
 TU0707
 TU0707                          STATION DESCRIPTION
 TU0707
 TU0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU0707'7.5 MI NW FROM KEKAHA.
 TU0707'0.2 MILE SOUTHWEST FROM THE POST OFFICE, THENCE RIGHT FOR 7.0 MILES,
 TU0707'THENCE LEFT FOR 0.2 MILE TO BONHAM, AUXILIARY LANDING FIELD MAIN GATE.
 TU0707'CONTINUE WEST FOR 0.15 MILE, THENCE LEFT FOR 0.5 MILE, THENCE RIGHT
 TU0707'FOR 0.2 MILE, THENCE RIGHT FOR 200 FEET AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0718 ***********************************************************************
 TU0718  DESIGNATION -  MPS 25 FEEDHORN MK
 TU0718  PID         -  TU0718
 TU0718  STATE/COUNTY-  HI/KAUAI
 TU0718  USGS QUAD   -  KEKAHA (1983)
 TU0718
 TU0718                         *CURRENT SURVEY CONTROL
 TU0718  ___________________________________________________________________
 TU0718* NAD 83(1993)-  22 01 44.33887(N)    159 46 59.04609(W)     ADJUSTED  
 TU0718* LOCAL TIDAL -         6.854  (meters)      22.49   (feet)  ADJ UNCH  
 TU0718  ___________________________________________________________________
 TU0718  EPOCH DATE  -        1993.62
 TU0718  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 TU0718  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0718
 TU0718  HORZ ORDER  -  SECOND
 TU0718  VERT ORDER  -  SECOND    CLASS 0
 TU0718
 TU0718.The horizontal coordinates were established by classical geodetic methods
 TU0718.and adjusted by the National Geodetic Survey in December 1998..
 TU0718.The horizontal coordinates are valid at the epoch date displayed above.
 TU0718.The epoch date for horizontal control is a decimal equivalence
 TU0718.of Year/Month/Day.
 TU0718
 TU0718.The orthometric height was key entered from printed documents
 TU0718.and not key verified.
 TU0718
 TU0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0718
 TU0718.The geoid height was determined by GEOID03.
 TU0718
 TU0718;                    North         East     Units Scale Factor Converg.
 TU0718;SPC HI 4     -    21,691.022   470,775.902   MT  1.00000055   -0 06 22.2
 TU0718;UTM  04      - 2,436,242.121   419,185.637   MT  0.99968069   -0 17 37.4
 TU0718
 TU0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0718!SPC HI 4     -   0.99999638  x   1.00000055  =   0.99999693
 TU0718!UTM  04      -   0.99999638  x   0.99968069  =   0.99967707
 TU0718
 TU0718                          SUPERSEDED SURVEY CONTROL
 TU0718
 TU0718  NAD 83(1986)-  22 01 44.30388(N)    159 46 59.07188(W) AD(       ) 2
 TU0718  OLD HI      -  22 01 55.58120(N)    159 47 09.11630(W) AD(       ) 2
 TU0718
 TU0718.Superseded values are not recommended for survey control.
 TU0718.NGS no longer adjusts projects to the OLD HI datum.
 TU0718.See file dsdata.txt to determine how the superseded data were derived.
 TU0718
 TU0718_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1918636242(NAD 83)
 TU0718_MARKER: DB = BENCH MARK DISK
 TU0718_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0718+WITH SETTING: INTO GROUND
 TU0718_STAMPING: MPS 25 FEEDHORN 1964
 TU0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0718+STABILITY: SURFACE MOTION
 TU0718
 TU0718  HISTORY     - Date     Condition        Report By
 TU0718  HISTORY     - 1964     MONUMENTED       CGS
 TU0718  HISTORY     - 1965     GOOD             NGS
 TU0718  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0718
 TU0718                          STATION DESCRIPTION
 TU0718
 TU0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0718'THE STATION IS LOCATED ON THE BONHAM, AUXILIARY LANDING FIELD,
 TU0718'ABOUT 0.5 MILE SOUTHEAST OF THE MAIN GATE AND ABOUT 0.3 MILE
 TU0718'NORTHWEST OF THE PACIFIC MISSILE RANGE HEADQUARTERS BUILDING.
 TU0718'
 TU0718'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CABLE
 TU0718'1964, DISTANCE BEING 8.3672 METERS (27.451 FEET) NORTH OF STATION
 TU0718'CABLE 1964.  THE MARK IS A PLAIN BRASS DISK STAMPED MPS-25 FEEDHORN
 TU0718'1964, SET IN THE TOP OF A 4-INCH ROUND CAST IRON PIPE PROJECTING
 TU0718'10 INCHES ABOVE THE GROUND.  THE MARK IS PLUMBED UNDER THE MPS-25
 TU0718'FEEDHORN WHICH IS PROJECTING 77.161 FEET.
 TU0718
 TU0718                          STATION RECOVERY (1965)
 TU0718
 TU0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 TU0718'8.15 MI NW FROM KEKAHA.
 TU0718'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0718'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0718'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0718'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0718'THENCE NORTHERLY 0.3 MILE TO THE BORESIGHT TOWER, 3.6 FEET SOUTHWEST
 TU0718'OF THE SOUTHEAST LEG OF THE TOWER AND 3.1 FEET SOUTHEAST OF THE
 TU0718'SOUTHWEST LEG OF THE TOWER.  THE DISK IS CEMENTED IN THE TOP OF A
 TU0718'5-INCH IRON PIPE WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE
 TU0718'GROUND.
 TU0718
 TU0718                          STATION RECOVERY (1983)
 TU0718
 TU0718'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0718'NOT FOUND.  NO MPS 25 ON MISSILE SITE, APPARENTLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0708 ***********************************************************************
 TU0708  DESIGNATION -  MPS 25 RADAR
 TU0708  PID         -  TU0708
 TU0708  STATE/COUNTY-  HI/KAUAI
 TU0708  USGS QUAD   -  KEKAHA (1983)
 TU0708
 TU0708                         *CURRENT SURVEY CONTROL
 TU0708  ___________________________________________________________________
 TU0708* NAD 83(1986)-  22 01 29.     (N)    159 47 00.     (W)     SCALED    
 TU0708* LOCAL TIDAL -        12.088  (meters)      39.66   (feet)  ADJ UNCH  
 TU0708  ___________________________________________________________________
 TU0708  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0708
 TU0708  VERT ORDER  -  SECOND    CLASS 0
 TU0708
 TU0708.The horizontal coordinates were scaled from a topographic map and have
 TU0708.an estimated accuracy of +/- 6 seconds.
 TU0708
 TU0708.The orthometric height was key entered from printed documents
 TU0708.and not key verified.
 TU0708
 TU0708.The geoid height was determined by GEOID03.
 TU0708
 TU0708;                    North         East    Units  Estimated Accuracy
 TU0708;SPC HI 4     -    21,220.      470,750.      MT  (+/- 180 meters Scaled)
 TU0708
 TU0708                          SUPERSEDED SURVEY CONTROL
 TU0708
 TU0708.No superseded survey control is available for this station.
 TU0708
 TU0708_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191357(NAD 83)
 TU0708_MARKER: Z = SEE DESCRIPTION
 TU0708_SETTING: 0 = UNSPECIFIED SETTING
 TU0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0708
 TU0708  HISTORY     - Date     Condition        Report By
 TU0708  HISTORY     - UNK      MONUMENTED       CGS
 TU0708  HISTORY     - 1964     GOOD             NGS
 TU0708
 TU0708                          STATION DESCRIPTION
 TU0708
 TU0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0708'7.5 MI NW FROM KEKAHA.
 TU0708'0.2 MILE SOUTHWEST FROM THE POST OFFICE, THENCE RIGHT FOR 7.0 MILES,
 TU0708'THENCE LEFT FOR 0.2 MILE TO BONHAM, AUXILIARY LANDING FIELD MAIN GATE,
 TU0708'THENCE LEFT FOR 0.7 MILE, THENCE RIGHT AND LEFT FOR 0.15 MILE TO THE
 TU0708'MPS-25 RADAR.  CENTER OF AXIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2048 ***********************************************************************
 TU2048  DESIGNATION -  MPS 26 RADAR
 TU2048  PID         -  TU2048
 TU2048  STATE/COUNTY-  HI/KAUAI
 TU2048  USGS QUAD   -  KEKAHA (1983)
 TU2048
 TU2048                         *CURRENT SURVEY CONTROL
 TU2048  ___________________________________________________________________
 TU2048* NAD 83(1993)-  22 01 30.31113(N)    159 46 58.64935(W)     ADJUSTED  
 TU2048* LOCAL TIDAL -         8.997  (meters)      29.52   (feet)  ADJ UNCH  
 TU2048  ___________________________________________________________________
 TU2048  EPOCH DATE  -        1993.62
 TU2048  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 TU2048  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2048
 TU2048  HORZ ORDER  -  THIRD
 TU2048  VERT ORDER  -  SECOND    CLASS 0
 TU2048
 TU2048.The horizontal coordinates were established by classical geodetic methods
 TU2048.and adjusted by the National Geodetic Survey in December 1998..
 TU2048.The horizontal coordinates are valid at the epoch date displayed above.
 TU2048.The epoch date for horizontal control is a decimal equivalence
 TU2048.of Year/Month/Day.
 TU2048
 TU2048.The orthometric height was key entered from printed documents
 TU2048.and not key verified.
 TU2048
 TU2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2048
 TU2048.The geoid height was determined by GEOID03.
 TU2048
 TU2048;                    North         East     Units Scale Factor Converg.
 TU2048;SPC HI 4     -    21,259.529   470,786.481   MT  1.00000054   -0 06 22.0
 TU2048;UTM  04      - 2,435,810.734   419,194.800   MT  0.99968068   -0 17 37.1
 TU2048
 TU2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2048!SPC HI 4     -   0.99999605  x   1.00000054  =   0.99999659
 TU2048!UTM  04      -   0.99999605  x   0.99968068  =   0.99967673
 TU2048
 TU2048                          SUPERSEDED SURVEY CONTROL
 TU2048
 TU2048  NAD 83(1986)-  22 01 30.27623(N)    159 46 58.67511(W) AD(       ) 3
 TU2048  OLD HI      -  22 01 41.55217(N)    159 47 08.71875(W) AD(       ) 3
 TU2048
 TU2048.Superseded values are not recommended for survey control.
 TU2048.NGS no longer adjusts projects to the OLD HI datum.
 TU2048.See file dsdata.txt to determine how the superseded data were derived.
 TU2048
 TU2048_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1919535811(NAD 83)
 TU2048_MARKER: Z = SEE DESCRIPTION
 TU2048_SETTING: 0 = UNSPECIFIED SETTING
 TU2048_MARK LOGO: NONE  
 TU2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU2048
 TU2048  HISTORY     - Date     Condition        Report By
 TU2048  HISTORY     - 1968     MONUMENTED       CGS
 TU2048  HISTORY     - 1968     GOOD             CGS
 TU2048  HISTORY     - 19970110 MARK NOT FOUND   USPSQD
 TU2048
 TU2048                          STATION DESCRIPTION
 TU2048
 TU2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU2048'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU2048'FACILITY, GO SOUTH ON NOHILI ROAD SOUTH FOR 0.2 MILE TO PALA
 TU2048'PLACE.  TURN LEFT AND GO EAST ON PALA PLACE FOR 0.05 MILE TO
 TU2048'KALANAMAHIKI PLACE SOUTH.  TURN RIGHT AND GO SOUTH ON KALANAMAHIKI
 TU2048'PLACE SOUTH FOR 0.2 MILE TO LALANA PLACE.  TURN RIGHT AND GO WEST
 TU2048'ON LALANA PLACE FOR 0.1 MILE.  TURN LEFT AND GO SOUTH ON AN ASPHALT
 TU2048'ROAD FOR 0.1 MILE TO THE STATION, NEAR THE CENTER OF A LARGE
 TU2048'ASPHALT AREA.
 TU2048'
 TU2048'MPS 26 RADAR IS AN 8-FOOT, WHITE-PAINTED MESH DISH, MOUNTED ON
 TU2048'THE ROOF OF VAN NO. 97-17990, WHICH IS PARKED NEAR THE CENTER OF
 TU2048'THE ASPHALT AREA, ON THE WEST SIDE OF A CABLE RACK.
 TU2048'
 TU2048'A CONNECTION WAS MADE TO TRIANGULATION STATION BARK 1964,
 TU2048'DISTANCE BEING 56.610 METERS (185.725 FEET) NORTHEAST OF STATION
 TU2048'BARK.
 TU2048'
 TU2048'TANGENTS WERE OBSERVED ON THE PEDESTAL OF THE RADAR.
 TU2048
 TU2048                          STATION RECOVERY (1968)
 TU2048
 TU2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 TU2048'ON BARKING SANDS PMRF, 0.2 MI (0.3 KM) SOUTH ALONG NOHILI ROAD SOUTH
 TU2048'FROM THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE
 TU2048'FACILITY, THENCE 0.05 MI (0.08 KM) EAST ALONG PALA PLACE, THENCE 0.2
 TU2048'MI (0.3 KM) SOUTH ALONG KALANAMAHIKI PLACE SOUTH, THENCE 0.1 MI
 TU2048'(0.2 KM) WEST ALONG LALANA PLACE, THENCE 0.1 MI (0.2 KM) SOUTH ALONG
 TU2048'AN ASPHALT ROAD.  AN ELEVATION WAS ESTABLISHED ON THE HORIZONTAL AXIS
 TU2048'OF AN 8-FOOT, WHITE-PAINTED MESH DISH, MOUNTED ON THE ROOF OF VAN NO.
 TU2048'97-17990, WHICH IS PARKED ON THE WEST SIDE OF A CABLE RACK, NEAR THE
 TU2048'CENTER OF A LARGE ASPHALT AREA.
 TU2048
 TU2048                          STATION RECOVERY (1997)
 TU2048
 TU2048'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0702 ***********************************************************************
 TU0702  DESIGNATION -  MPS 26 RADAR 323101 MK
 TU0702  PID         -  TU0702
 TU0702  STATE/COUNTY-  HI/KAUAI
 TU0702  USGS QUAD   -  KEKAHA (1983)
 TU0702
 TU0702                         *CURRENT SURVEY CONTROL
 TU0702  ___________________________________________________________________
 TU0702* NAD 83(1993)-  22 01 30.98830(N)    159 46 58.51654(W)     ADJUSTED  
 TU0702* LOCAL TIDAL -         4.389  (meters)      14.40   (feet)  ADJ UNCH  
 TU0702  ___________________________________________________________________
 TU0702  EPOCH DATE  -        1993.62
 TU0702  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 TU0702  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0702
 TU0702  HORZ ORDER  -  SECOND
 TU0702  VERT ORDER  -  SECOND    CLASS 0
 TU0702
 TU0702.The horizontal coordinates were established by classical geodetic methods
 TU0702.and adjusted by the National Geodetic Survey in December 1998..
 TU0702.The horizontal coordinates are valid at the epoch date displayed above.
 TU0702.The epoch date for horizontal control is a decimal equivalence
 TU0702.of Year/Month/Day.
 TU0702
 TU0702.The orthometric height was key entered from printed documents
 TU0702.and not key verified.
 TU0702
 TU0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0702
 TU0702.The geoid height was determined by GEOID03.
 TU0702
 TU0702;                    North         East     Units Scale Factor Converg.
 TU0702;SPC HI 4     -    21,280.351   470,790.328   MT  1.00000054   -0 06 22.0
 TU0702;UTM  04      - 2,435,831.536   419,198.714   MT  0.99968067   -0 17 37.0
 TU0702
 TU0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0702!SPC HI 4     -   0.99999677  x   1.00000054  =   0.99999731
 TU0702!UTM  04      -   0.99999677  x   0.99968067  =   0.99967744
 TU0702
 TU0702                          SUPERSEDED SURVEY CONTROL
 TU0702
 TU0702  NAD 83(1986)-  22 01 30.95340(N)    159 46 58.54231(W) AD(       ) 2
 TU0702
 TU0702.Superseded values are not recommended for survey control.
 TU0702.NGS no longer adjusts projects to the OLD HI datum.
 TU0702.See file dsdata.txt to determine how the superseded data were derived.
 TU0702
 TU0702_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1919935832(NAD 83)
 TU0702_MARKER: DB = BENCH MARK DISK
 TU0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0702_STAMPING: MPS 26 RADAR 323101 1965
 TU0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0702+STABILITY: SURFACE MOTION
 TU0702
 TU0702  HISTORY     - Date     Condition        Report By
 TU0702  HISTORY     - 1965     MONUMENTED       CGS
 TU0702  HISTORY     - 1966     GOOD             NGS
 TU0702
 TU0702                          STATION DESCRIPTION
 TU0702
 TU0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0702'7.9 MI NW FROM KEKAHA.
 TU0702'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0702'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0702'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MILE
 TU0702'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST ALONG AN OILED ROAD,
 TU0702'THENCE 0.05 MILE SOUTH, 56 FEET EAST OF THE WEST EDGE OF THE
 TU0702'INSTRUMENTATION VAN PAD, 23 FEET NORTHWEST OF A METAL SPEAKER POLE AND
 TU0702'13 1/2 FEET WEST OF A CABLE TRAY, SET IN THE TOP OF A 6-INCH SQUARE
 TU0702'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE SURFACE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2047 ***********************************************************************
 TU2047  DESIGNATION -  MPS 26 RADAR 323102 MK
 TU2047  PID         -  TU2047
 TU2047  STATE/COUNTY-  HI/KAUAI
 TU2047  USGS QUAD   -  KEKAHA (1983)
 TU2047
 TU2047                         *CURRENT SURVEY CONTROL
 TU2047  ___________________________________________________________________
 TU2047* NAD 83(1993)-  22 01 31.24498(N)    159 46 58.16218(W)     ADJUSTED  
 TU2047* LOCAL TIDAL -         9.     (meters)      30.     (feet)  SCALED    
 TU2047  ___________________________________________________________________
 TU2047  EPOCH DATE  -        1993.62
 TU2047  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 TU2047  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2047
 TU2047  HORZ ORDER  -  THIRD
 TU2047
 TU2047.The horizontal coordinates were established by classical geodetic methods
 TU2047.and adjusted by the National Geodetic Survey in December 1998..
 TU2047.The horizontal coordinates are valid at the epoch date displayed above.
 TU2047.The epoch date for horizontal control is a decimal equivalence
 TU2047.of Year/Month/Day.
 TU2047
 TU2047.The orthometric height was scaled from a topographic map.
 TU2047
 TU2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2047
 TU2047.The geoid height was determined by GEOID03.
 TU2047
 TU2047;                    North         East     Units Scale Factor Converg.
 TU2047;SPC HI 4     -    21,288.227   470,800.506   MT  1.00000053   -0 06 21.8
 TU2047;UTM  04      - 2,435,839.377   419,208.914   MT  0.99968065   -0 17 36.9
 TU2047
 TU2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2047!SPC HI 4     -   0.99999604  x   1.00000053  =   0.99999657
 TU2047!UTM  04      -   0.99999604  x   0.99968065  =   0.99967670
 TU2047
 TU2047                          SUPERSEDED SURVEY CONTROL
 TU2047
 TU2047  NAD 83(1986)-  22 01 31.21008(N)    159 46 58.18795(W) AD(       ) 3
 TU2047  OLD HI      -  22 01 42.48610(N)    159 47 08.23160(W) AD(       ) 3
 TU2047
 TU2047.Superseded values are not recommended for survey control.
 TU2047.NGS no longer adjusts projects to the OLD HI datum.
 TU2047.See file dsdata.txt to determine how the superseded data were derived.
 TU2047
 TU2047_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1920935839(NAD 83)
 TU2047_MARKER: Z = SEE DESCRIPTION
 TU2047_SETTING: 0 = UNSPECIFIED SETTING
 TU2047
 TU2047  HISTORY     - Date     Condition        Report By
 TU2047  HISTORY     - 1966     MONUMENTED       MPS
 TU2047  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2047
 TU2047                          STATION DESCRIPTION
 TU2047
 TU2047'DESCRIBED BY MACNAMEE PORTER AND SEELEY 1966 (WSS)
 TU2047'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION
 TU2047'WITH STATE HIGHWAY 55 AT KEKAHA, THENCE 0.4 MILE WEST ALONG THE
 TU2047'LEFT FORK TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD,
 TU2047'THENCE 0.8 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.1 MILE WEST
 TU2047'ALONG AN OILED ROAD, THENCE 0.05 MILE SOUTH ALONG AN OILED ROAD,
 TU2047'IN A PAVED PARKING AREA, 53 FEET WEST OF A MACHINE SHOP, 29 FEET
 TU2047'NORTH OF A GENERATOR, 15.5 FEET EAST OF AN ELECTRIC OUTLET.
 TU2047'THE MARK IS PLAIN BRASS DISK, STAMPED MPS 26 RADAR 1966, SET IN
 TU2047'THE TOP OF A SMALL CONCRETE PLUG THAT IS FLUSH WITH THE
 TU2047'SURFACE OF THE ASPHALT.
 TU2047'
 TU2047'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION MPS 26 RADAR
 TU2047'323101 1965, DISTANCE BEING 12.8687 METERS (42.220 FEET) NORTHEAST
 TU2047'OF TRAVERSE STATION MPS 26 RADAR 323101 1965.
 TU2047
 TU2047                          STATION RECOVERY (1983)
 TU2047
 TU2047'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2047'STATION APPARENTLY DESTROYED AS RADAR 323102 REPLACED WITH 323104
 TU2047'IN DIFFERENT LOCATION (75 FEET) NO DISC FOUND.
 TU2047'
 TU2047'A DISC FOUND STAMPED MPQ 38 1965 323204 NEARBY BUT NO STA. IDENT.
 TU2047'AVAIL.  NEW BLDGS AND PERMANENTLY INSTALLED TRAILERS HAVE COVERED
 TU2047'SOME OF THESE DISCS THAT WERE INSTALLED ON THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3484 ***********************************************************************
 TU3484  DESIGNATION -  MPS 26 RADAR 323102
 TU3484  PID         -  TU3484
 TU3484  STATE/COUNTY-  HI/KAUAI
 TU3484  USGS QUAD   -  KEKAHA (1983)
 TU3484
 TU3484                         *CURRENT SURVEY CONTROL
 TU3484  ___________________________________________________________________
 TU3484* NAD 83(1986)-  22 01 30.     (N)    159 46 59.     (W)     SCALED    
 TU3484* LOCAL TIDAL -         9.043  (meters)      29.67   (feet)  ADJ UNCH  
 TU3484  ___________________________________________________________________
 TU3484  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU3484
 TU3484  VERT ORDER  -  SECOND    CLASS 0
 TU3484
 TU3484.The horizontal coordinates were scaled from a topographic map and have
 TU3484.an estimated accuracy of +/- 6 seconds.
 TU3484
 TU3484.The orthometric height was key entered from printed documents
 TU3484.and not key verified.
 TU3484
 TU3484.The geoid height was determined by GEOID03.
 TU3484
 TU3484;                    North         East    Units  Estimated Accuracy
 TU3484;SPC HI 4     -    21,250.      470,780.      MT  (+/- 180 meters Scaled)
 TU3484
 TU3484                          SUPERSEDED SURVEY CONTROL
 TU3484
 TU3484.No superseded survey control is available for this station.
 TU3484
 TU3484_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191358(NAD 83)
 TU3484_MARKER: Z = SEE DESCRIPTION
 TU3484_SETTING: 0 = UNSPECIFIED SETTING
 TU3484_MARK LOGO: NONE  
 TU3484_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU3484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU3484
 TU3484  HISTORY     - Date     Condition        Report By
 TU3484  HISTORY     - 1966     MONUMENTED       CGS
 TU3484
 TU3484                          STATION DESCRIPTION
 TU3484
 TU3484'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU3484'7.9 MI (12.7 KM) NORTHWEST OF KEKAHA.  6.55 MI (10.54 KM) NORTHWEST
 TU3484'ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 55
 TU3484'IN KEKAHA, THENCE 0.4 MI (0.6 KM) WEST ALONG THE LEFT FORK TO THE
 TU3484'MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.8 MI (1.3 KM)
 TU3484'SOUTH ALONG AN OILED ROAD, THENCE 0.1 MI (0.2 KM) WEST ALONG AN OILED
 TU3484'ROAD, THENCE 0.05 MI (0.08 KM) SOUTH ALONG AN OILED ROAD, 53 FT
 TU3484'(16.2 M) (16.2 MT) WEST OF A MACHINE SHOP, 29 FT (8.8 M) (8.8 MT)
 TU3484'NORTH OF A GENERATOR, 15.5 FT (4.7 M) (4.7 MT) EAST OF AN ELECTRIC
 TU3484'OUTLET, THE HORIZONTAL AXIS OF THE MPS 26 RADAR WHICH IS LOCATED ON
 TU3484'THE TOP OF VAN NO. 131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1530 ***********************************************************************
 TU1530  DESIGNATION -  MT KAALA NW RADAR DOME
 TU1530  PID         -  TU1530
 TU1530  STATE/COUNTY-  HI/HONOLULU
 TU1530  USGS QUAD   -  HALEIWA (1983)
 TU1530
 TU1530                         *CURRENT SURVEY CONTROL
 TU1530  ___________________________________________________________________
 TU1530* NAD 83(1993)-  21 30 28.29615(N)    158 08 33.52576(W)     ADJUSTED  
 TU1530* LOCAL TIDAL -                                                        
 TU1530  ___________________________________________________________________
 TU1530  EPOCH DATE  -        1993.62
 TU1530  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 TU1530  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1530
 TU1530  HORZ ORDER  -  THIRD
 TU1530
 TU1530.The horizontal coordinates were established by classical geodetic methods
 TU1530.and adjusted by the National Geodetic Survey in December 1998..
 TU1530.The horizontal coordinates are valid at the epoch date displayed above.
 TU1530.The epoch date for horizontal control is a decimal equivalence
 TU1530.of Year/Month/Day.
 TU1530
 TU1530
 TU1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1530
 TU1530.The geoid height was determined by GEOID03.
 TU1530
 TU1530;                    North         East     Units Scale Factor Converg.
 TU1530;SPC HI 3     -    37,783.790   485,219.918   MT  0.99999270   -0 03 08.3
 TU1530;UTM  04      - 2,378,599.186   588,801.328   MT  0.99969744   +0 18 51.7
 TU1530
 TU1530                          SUPERSEDED SURVEY CONTROL
 TU1530
 TU1530  NAD 83(1986)-  21 30 28.24478(N)    158 08 33.53649(W) AD(       ) 4
 TU1530  OLD HI      -  21 30 39.65135(N)    158 08 43.43417(W) AD(       ) 3
 TU1530
 TU1530.Superseded values are not recommended for survey control.
 TU1530.NGS no longer adjusts projects to the OLD HI datum.
 TU1530.See file dsdata.txt to determine how the superseded data were derived.
 TU1530
 TU1530_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8880178599(NAD 83)
 TU1530
 TU1530  HISTORY     - Date     Condition        Report By
 TU1530  HISTORY     - 1965     MONUMENTED       CGS
 TU1530  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1530
 TU1530                          STATION DESCRIPTION
 TU1530
 TU1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1530'LOCATED ABOUT 8 MILES WEST OF WAHIAWA AND 4-1/2 MILES
 TU1530'SOUTH-SOUTHWEST OF WAIALUA, AT ABOUT 4025 FEET ELEVATION, ON THE
 TU1530'SUMMIT OF MT. KAALA, THE HIGHEST POINT ON OAHU.
 TU1530'
 TU1530'STATION IS A LARGE, GREY, RADAR DOME, ABOUT 50 FEET IN DIAMETER,
 TU1530'MOUNTED ON A ROUNDED, METAL BUILDING.  IT IS THE NORTHWEST, AND
 TU1530'LOWEST ONE, OF TWO DOMES.
 TU1530
 TU1530                          STATION RECOVERY (1973)
 TU1530
 TU1530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1530'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 TU1530'IN GOOD CONDITION.  IT SHOULD BE NOTED THAT THERE ARE NOW 3 RADAR
 TU1530'DOMES ON THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1529 ***********************************************************************
 TU1529  DESIGNATION -  MT KAALA SE RADAR DOME
 TU1529  PID         -  TU1529
 TU1529  STATE/COUNTY-  HI/HONOLULU
 TU1529  USGS QUAD   -  HALEIWA (1983)
 TU1529
 TU1529                         *CURRENT SURVEY CONTROL
 TU1529  ___________________________________________________________________
 TU1529* NAD 83(1993)-  21 30 27.33436(N)    158 08 31.84418(W)     ADJUSTED  
 TU1529* LOCAL TIDAL -                                                        
 TU1529  ___________________________________________________________________
 TU1529  EPOCH DATE  -        1993.62
 TU1529  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 TU1529  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1529
 TU1529  HORZ ORDER  -  THIRD
 TU1529
 TU1529.The horizontal coordinates were established by classical geodetic methods
 TU1529.and adjusted by the National Geodetic Survey in December 1998..
 TU1529.The horizontal coordinates are valid at the epoch date displayed above.
 TU1529.The epoch date for horizontal control is a decimal equivalence
 TU1529.of Year/Month/Day.
 TU1529
 TU1529
 TU1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1529
 TU1529.The geoid height was determined by GEOID03.
 TU1529
 TU1529;                    North         East     Units Scale Factor Converg.
 TU1529;SPC HI 3     -    37,754.165   485,268.290   MT  0.99999268   -0 03 07.7
 TU1529;UTM  04      - 2,378,569.880   588,849.874   MT  0.99969755   +0 18 52.3
 TU1529
 TU1529                          SUPERSEDED SURVEY CONTROL
 TU1529
 TU1529  NAD 83(1986)-  21 30 27.28509(N)    158 08 31.85580(W) AD(       ) 4
 TU1529  OLD HI      -  21 30 38.69223(N)    158 08 41.75378(W) AD(       ) 3
 TU1529
 TU1529.Superseded values are not recommended for survey control.
 TU1529.NGS no longer adjusts projects to the OLD HI datum.
 TU1529.See file dsdata.txt to determine how the superseded data were derived.
 TU1529
 TU1529_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8885078570(NAD 83)
 TU1529
 TU1529  HISTORY     - Date     Condition        Report By
 TU1529  HISTORY     - 1965     MONUMENTED       CGS
 TU1529  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1529
 TU1529                          STATION DESCRIPTION
 TU1529
 TU1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1529'LOCATED ABOUT 8 MILES WEST OF WAHIAWA AND 4-1/2 MILES
 TU1529'SOUTH-SOUTHWEST OF WAIALUA, AT ABOUT 4025 FEET ELEVATION, ON THE
 TU1529'SUMMIT OF MT. KAALA, THE HIGHEST POINT ON OAHU.
 TU1529'
 TU1529'STATION IS A LARGE, GREY, RADAR DOME, ABOUT 50 FEET IN DIAMETER,
 TU1529'MOUNTED ON A HIGH, ROUNDED, METAL BUILDING.  IT IS THE SOUTHEAST,
 TU1529'AND HIGHEST ONE, OF TWO DOMES.
 TU1529
 TU1529                          STATION RECOVERY (1973)
 TU1529
 TU1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1529'THE INTERSECTION STATION WAS RECOVERED AS DESCRIBED AND FOUND TO
 TU1529'BE IN GOOD CONDITION.  IT SHOULD BE NOTED THAT A NEW RADAR DOME
 TU1529'HAS BEEN BUILT ABOUT 150 YARDS SOUTHEAST OF THIS FACILITY.  THE
 TU1529'STATION WOULD BE THE CENTER ONE OF THREE 3 RADAR DOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1204 ***********************************************************************
 TU1204  DESIGNATION -  MT TANTALUS MICROWAVE TOWER
 TU1204  PID         -  TU1204
 TU1204  STATE/COUNTY-  HI/HONOLULU
 TU1204  USGS QUAD   -  HONOLULU (1983)
 TU1204
 TU1204                         *CURRENT SURVEY CONTROL
 TU1204  ___________________________________________________________________
 TU1204* NAD 83(1993)-  21 19 58.04744(N)    157 48 54.15105(W)     ADJUSTED  
 TU1204* LOCAL TIDAL -                                                        
 TU1204  ___________________________________________________________________
 TU1204  EPOCH DATE  -        1993.62
 TU1204  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 TU1204  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU1204
 TU1204  HORZ ORDER  -  THIRD
 TU1204
 TU1204.The horizontal coordinates were established by classical geodetic methods
 TU1204.and adjusted by the National Geodetic Survey in December 1998..
 TU1204.The horizontal coordinates are valid at the epoch date displayed above.
 TU1204.The epoch date for horizontal control is a decimal equivalence
 TU1204.of Year/Month/Day.
 TU1204
 TU1204
 TU1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1204
 TU1204.The geoid height was determined by GEOID03.
 TU1204
 TU1204;                    North         East     Units Scale Factor Converg.
 TU1204;SPC HI 3     -    18,404.411   519,187.046   MT  0.99999455   +0 04 02.2
 TU1204;UTM  04      - 2,359,441.552   622,882.725   MT  0.99978659   +0 25 52.0
 TU1204
 TU1204                          SUPERSEDED SURVEY CONTROL
 TU1204
 TU1204  NAD 83(1986)-  21 19 57.99703(N)    157 48 54.16021(W) AD(       ) 4
 TU1204  OLD HI      -  21 20 09.39676(N)    157 49 04.04045(W) AD(       ) 3
 TU1204
 TU1204.Superseded values are not recommended for survey control.
 TU1204.NGS no longer adjusts projects to the OLD HI datum.
 TU1204.See file dsdata.txt to determine how the superseded data were derived.
 TU1204
 TU1204_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2288359442(NAD 83)
 TU1204
 TU1204  HISTORY     - Date     Condition        Report By
 TU1204  HISTORY     - 1969     MONUMENTED       CGS
 TU1204
 TU1204                          STATION DESCRIPTION
 TU1204
 TU1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1204'THE STATION IS THE TOP CENTER OF THE TOWER LOCATED ON
 TU1204'MT. TANTALUS AT TRIANGULATION STATION TANTALUS.  IT IS ABOUT
 TU1204'5-1/2 MILES NORTH OF DIAMOND HEAD, AND IS A THREE-LEGGED STEEL
 TU1204'TOWER PAINTED GREEN, WITH TWO MICROWAVE DISHES ON THE EAST SIDE
 TU1204'OF THE TOWER, WHICH IS 30 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3598 ***********************************************************************
 AA3598  SACS        -  This is a Secondary Airport Control Station.
 AA3598  DESIGNATION -  MUE AP STA A
 AA3598  PID         -  AA3598
 AA3598  STATE/COUNTY-  HI/HAWAII
 AA3598  USGS QUAD   -  KAMUELA (1995)
 AA3598
 AA3598                         *CURRENT SURVEY CONTROL
 AA3598  ___________________________________________________________________
 AA3598* NAD 83(1993)-  20 00 19.43854(N)    155 39 42.74114(W)     ADJUSTED  
 AA3598* LOCAL TIDAL -       813.9    (meters)    2670.     (feet)  GPS OBS   
 AA3598  ___________________________________________________________________
 AA3598  EPOCH DATE  -        1993.62
 AA3598  X           -  -5,463,512.240 (meters)                     COMP
 AA3598  Y           -  -2,471,248.577 (meters)                     COMP
 AA3598  Z           -   2,168,544.887 (meters)                     COMP
 AA3598  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 AA3598  ELLIP HEIGHT-         837.16  (meters)          (11/30/94) GPS OBS
 AA3598  GEOID HEIGHT-          22.93  (meters)                     GEOID03
 AA3598
 AA3598  HORZ ORDER  -  FIRST
 AA3598  ELLP ORDER  -  FIFTH     CLASS I
 AA3598
 AA3598.This mark is at Waimea-Kohala Airport  (MUE)
 AA3598
 AA3598.The horizontal coordinates were established by GPS observations
 AA3598.and adjusted by the National Geodetic Survey in November 1994..
 AA3598.No horizontal observational check was made to the station.
 AA3598.The horizontal coordinates are valid at the epoch date displayed above.
 AA3598.The epoch date for horizontal control is a decimal equivalence
 AA3598.of Year/Month/Day.
 AA3598
 AA3598.The orthometric height was determined by GPS observations and a
 AA3598.high-resolution geoid model.
 AA3598.No vertical observational check was made to the station.
 AA3598
 AA3598.GPS derived orthometric heights for airport stations designated as
 AA3598.PACS or SACS are published to 2 decimal places.  This maintains
 AA3598.centimeter relative accuracy between the PACS and SACS.  It does
 AA3598.not indicate centimeter accuracy relative to other marks which are
 AA3598.part of the NAVD 88 network.
 AA3598
 AA3598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3598
 AA3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3598
 AA3598.The ellipsoidal height was determined by GPS observations
 AA3598.and is referenced to NAD 83.
 AA3598
 AA3598.The geoid height was determined by GEOID03.
 AA3598
 AA3598;                    North         East     Units Scale Factor Converg.
 AA3598;SPC HI 1     -   129,748.267   483,061.635   MT  0.99997021   -0 03 19.4
 AA3598;UTM  05      - 2,214,293.268   221,486.448   MT  1.00055886   -0 54 40.5
 AA3598
 AA3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3598!SPC HI 1     -   0.99986842  x   0.99997021  =   0.99983864
 AA3598!UTM  05      -   0.99986842  x   1.00055886  =   1.00042721
 AA3598
 AA3598:                Primary Azimuth Mark                     Grid Az
 AA3598:SPC HI 1     -  MUE AP STA B                             232 03 14.0
 AA3598:UTM  05      -  MUE AP STA B                             232 54 35.1
 AA3598
 AA3598|---------------------------------------------------------------------|
 AA3598| PID    Reference Object                     Distance      Geod. Az  |
 AA3598|                                                           dddmmss.s |
 AA3598| AA3597 MUE AP STA B                        APPROX. 1.6 KM 2315954.6 |
 AA3598|---------------------------------------------------------------------|
 AA3598
 AA3598                          SUPERSEDED SURVEY CONTROL
 AA3598
 AA3598.No superseded survey control is available for this station.
 AA3598
 AA3598_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2148614293(NAD 83)
 AA3598_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3598_SP_SET: CONCRETE POST
 AA3598_STAMPING: AP 1966 STA A
 AA3598_MARK LOGO: CGS   
 AA3598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3598+STABILITY: SURFACE MOTION
 AA3598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3598+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AA3598
 AA3598  HISTORY     - Date     Condition        Report By
 AA3598  HISTORY     - 1966     MONUMENTED       CGS
 AA3598  HISTORY     - 19940630 GOOD             NGS
 AA3598  HISTORY     - 20051010 GOOD             USPSQD
 AA3598
 AA3598                          STATION DESCRIPTION
 AA3598
 AA3598'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 AA3598'THE STATION IS LOCATED AT THE WIAMEA/KOHALA AIRPORT S OF THE TOWN OF
 AA3598'WIAMEA ON THE ISLAND OF HAWAII, HAWAII. THE STATION IS LOCATED AT THE
 AA3598'E END OF RUNWAY 4-22.  IT IS 152.35 FT (46.44 M) S OF THE RUNWAY
 AA3598'CENTERLINE, 110.8 FT (33.8 M) SE OF RUNWAY LIGHT R-53, 106.3 FT (32.4
 AA3598'M) SW OF THRESHOLD LIGHT BASE T-12.  THE STATION IS SET FLUSH WITH THE
 AA3598'GROUND.
 AA3598
 AA3598                          STATION RECOVERY (1994)
 AA3598
 AA3598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3598'STATION IS LOCATED AT THE EAST END OF THE RUNWAY, 4-22, 152.35 FEET
 AA3598'(46.44 M) SOUTH OF RUNWAY CENTERLINE, 110.8 FEET (33.8 M) SOUTHEAST OF
 AA3598'RUNWAY LIGHT R 53, 106, FEET (32.3 M) SOUTHWEST OF THRESHOLD LIGHT
 AA3598'BASE T 12.  THE STATION IS A STANDARD TOPO DISK STAMPED AP 1966 STA A
 AA3598'SET IN A ROUND CONCRETE MONUMENT SLIGHTLY BELOW THE SURFACE.
 AA3598
 AA3598                          STATION RECOVERY (2005)
 AA3598
 AA3598'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AA3598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3597 ***********************************************************************
 AA3597  FBN         -  This is a Federal Base Network Control Station.
 AA3597  PACS        -  This is a Primary Airport Control Station.
 AA3597  DESIGNATION -  MUE AP STA B
 AA3597  PID         -  AA3597
 AA3597  STATE/COUNTY-  HI/HAWAII
 AA3597  USGS QUAD   -  NOHONAOHAE (1997)
 AA3597
 AA3597                         *CURRENT SURVEY CONTROL
 AA3597  ___________________________________________________________________
 AA3597* NAD 83(1993)-  19 59 47.71277(N)    155 40 25.69351(W)     ADJUSTED  
 AA3597* LOCAL TIDAL -       811.31   (meters)    2661.8    (feet)  GPS OBS   
 AA3597  ___________________________________________________________________
 AA3597  EPOCH DATE  -        1993.62
 AA3597  X           -  -5,464,328.680 (meters)                     COMP
 AA3597  Y           -  -2,470,247.308 (meters)                     COMP
 AA3597  Z           -   2,167,627.141 (meters)                     COMP
 AA3597  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 AA3597  ELLIP HEIGHT-         834.64  (meters)          (11/30/94) GPS OBS
 AA3597  GEOID HEIGHT-          22.95  (meters)                     GEOID03
 AA3597
 AA3597  HORZ ORDER  -  A
 AA3597  ELLP ORDER  -  THIRD     CLASS II
 AA3597
 AA3597.This mark is at Waimea-Kohala Airport  (MUE)
 AA3597
 AA3597.The horizontal coordinates were established by GPS observations
 AA3597.and adjusted by the National Geodetic Survey in November 1994..
 AA3597.The horizontal coordinates are valid at the epoch date displayed above.
 AA3597.The epoch date for horizontal control is a decimal equivalence
 AA3597.of Year/Month/Day.
 AA3597
 AA3597.The orthometric height was determined by GPS observations and a
 AA3597.high-resolution geoid model.
 AA3597
 AA3597.GPS derived orthometric heights for airport stations designated as
 AA3597.PACS or SACS are published to 2 decimal places.  This maintains
 AA3597.centimeter relative accuracy between the PACS and SACS.  It does
 AA3597.not indicate centimeter accuracy relative to other marks which are
 AA3597.part of the NAVD 88 network.
 AA3597
 AA3597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3597
 AA3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3597
 AA3597.The ellipsoidal height was determined by GPS observations
 AA3597.and is referenced to NAD 83.
 AA3597
 AA3597.The geoid height was determined by GEOID03.
 AA3597
 AA3597;                    North         East     Units Scale Factor Converg.
 AA3597;SPC HI 1     -   128,773.942   481,812.136   MT  0.99997075   -0 03 34.0
 AA3597;UTM  05      - 2,213,337.145   220,221.789   MT  1.00056759   -0 54 53.8
 AA3597
 AA3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3597!SPC HI 1     -   0.99986882  x   0.99997075  =   0.99983957
 AA3597!UTM  05      -   0.99986882  x   1.00056759  =   1.00043634
 AA3597
 AA3597:                Primary Azimuth Mark                     Grid Az
 AA3597:SPC HI 1     -  MUE AP STA A                             052 03 13.9
 AA3597:UTM  05      -  MUE AP STA A                             052 54 33.7
 AA3597
 AA3597|---------------------------------------------------------------------|
 AA3597| PID    Reference Object                     Distance      Geod. Az  |
 AA3597|                                                           dddmmss.s |
 AA3597| AA3598 MUE AP STA A                        APPROX. 1.6 KM 0515939.9 |
 AA3597|---------------------------------------------------------------------|
 AA3597
 AA3597                          SUPERSEDED SURVEY CONTROL
 AA3597
 AA3597.No superseded survey control is available for this station.
 AA3597
 AA3597_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2022213337(NAD 83)
 AA3597_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3597_SP_SET: CONCRETE POST
 AA3597_STAMPING: AP 1966 STA B
 AA3597_MARK LOGO: CGS   
 AA3597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3597+STABILITY: SURFACE MOTION
 AA3597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3597+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AA3597
 AA3597  HISTORY     - Date     Condition        Report By
 AA3597  HISTORY     - 1966     MONUMENTED       CGS
 AA3597  HISTORY     - 19940630 GOOD             NGS
 AA3597  HISTORY     - 20030825 GOOD             JCLS
 AA3597  HISTORY     - 20051010 GOOD             USPSQD
 AA3597
 AA3597                          STATION DESCRIPTION
 AA3597
 AA3597'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 AA3597'THE STATION IS ON THE WAIMEA/KOHALA AIRPORT S OF THE TOWN OF WAIMEA ON
 AA3597'THE ISLAND OF HAWAII, HAWAII. THE STATION IS LOCATED AT THE W END OF
 AA3597'RUNWAY 4-22, 152.4 FT (46.5 M) S OF THE RUNWAY CENTERLINE, 104.8 FT
 AA3597'(31.9 M) SE OF THE CENTER OF THE SOUTHERN MOST THRESHOLD LIGHT, 95.4
 AA3597'FT (29.1 M) S OF THE FIRST RUNWAY LIGHT N OF RUNWAY END.  THE STATION
 AA3597'IS SET FLLUSH WITH THE GROUND.
 AA3597
 AA3597                          STATION RECOVERY (1994)
 AA3597
 AA3597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3597'STATION IS LOCATED AT THE WEST END OF RUNWAY 4-22, 152.4 FEET (46.5 M)
 AA3597'SOUTH OF RUNWAY CENTERLINE, 104.8 FEET (31.9 M) SOUTHEAST OF CENTER OF
 AA3597'SOUTHERNMOST THRESHOLD LIGHT, 95.4 FEET (29.1 M) SOUTH OF FIRST RUNWAY
 AA3597'LIGHT NORTH OF RUNWAY END.  THE STATION IS A STANDARD TOPO DISK
 AA3597'STAMPED AP 1956 STA B SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AA3597'PROJECTING, 1 FT (0.3 M) ABOVE GROUND.
 AA3597
 AA3597                          STATION RECOVERY (2003)
 AA3597
 AA3597'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (FJO)
 AA3597'RECOVERED IN GOOD CONDITION.
 AA3597
 AA3597                          STATION RECOVERY (2005)
 AA3597
 AA3597'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AA3597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3599 ***********************************************************************
 AA3599  SACS        -  This is a Secondary Airport Control Station.
 AA3599  DESIGNATION -  MUER
 AA3599  PID         -  AA3599
 AA3599  STATE/COUNTY-  HI/HAWAII
 AA3599  USGS QUAD   -  KAMUELA (1995)
 AA3599
 AA3599                         *CURRENT SURVEY CONTROL
 AA3599  ___________________________________________________________________
 AA3599* NAD 83(1993)-  20 00 04.09095(N)    155 40 03.60684(W)     ADJUSTED  
 AA3599* LOCAL TIDAL -       813.5    (meters)    2669.     (feet)  GPS OBS   
 AA3599  ___________________________________________________________________
 AA3599  EPOCH DATE  -        1993.62
 AA3599  X           -  -5,463,909.077 (meters)                     COMP
 AA3599  Y           -  -2,470,762.292 (meters)                     COMP
 AA3599  Z           -   2,168,101.244 (meters)                     COMP
 AA3599  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 AA3599  ELLIP HEIGHT-         836.87  (meters)          (11/30/94) GPS OBS
 AA3599  GEOID HEIGHT-          22.94  (meters)                     GEOID03
 AA3599
 AA3599  HORZ ORDER  -  FIRST
 AA3599  ELLP ORDER  -  FIFTH     CLASS I
 AA3599
 AA3599.This mark is at Waimea-Kohala Airport  (MUE)
 AA3599
 AA3599.The horizontal coordinates were established by GPS observations
 AA3599.and adjusted by the National Geodetic Survey in November 1994..
 AA3599.No horizontal observational check was made to the station.
 AA3599.The horizontal coordinates are valid at the epoch date displayed above.
 AA3599.The epoch date for horizontal control is a decimal equivalence
 AA3599.of Year/Month/Day.
 AA3599
 AA3599.The orthometric height was determined by GPS observations and a
 AA3599.high-resolution geoid model.
 AA3599.No vertical observational check was made to the station.
 AA3599
 AA3599.GPS derived orthometric heights for airport stations designated as
 AA3599.PACS or SACS are published to 2 decimal places.  This maintains
 AA3599.centimeter relative accuracy between the PACS and SACS.  It does
 AA3599.not indicate centimeter accuracy relative to other marks which are
 AA3599.part of the NAVD 88 network.
 AA3599
 AA3599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3599
 AA3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3599
 AA3599.The ellipsoidal height was determined by GPS observations
 AA3599.and is referenced to NAD 83.
 AA3599
 AA3599.The geoid height was determined by GEOID03.
 AA3599
 AA3599;                    North         East     Units Scale Factor Converg.
 AA3599;SPC HI 1     -   129,276.921   482,454.664   MT  0.99997047   -0 03 26.5
 AA3599;UTM  05      - 2,213,830.767   220,872.142   MT  1.00056309   -0 54 46.9
 AA3599
 AA3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3599!SPC HI 1     -   0.99986847  x   0.99997047  =   0.99983894
 AA3599!UTM  05      -   0.99986847  x   1.00056309  =   1.00043149
 AA3599
 AA3599                          SUPERSEDED SURVEY CONTROL
 AA3599
 AA3599.No superseded survey control is available for this station.
 AA3599
 AA3599_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2087213831(NAD 83)
 AA3599_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3599_SP_SET: CONCRETE SLAB
 AA3599_STAMPING: MUER 1993
 AA3599_MARK LOGO: NGS   
 AA3599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3599+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 AA3599
 AA3599  HISTORY     - Date     Condition        Report By
 AA3599  HISTORY     - 1993     MONUMENTED       NGS
 AA3599  HISTORY     - 19940630 GOOD             NGS
 AA3599  HISTORY     - 20051010 GOOD             USPSQD
 AA3599
 AA3599                          STATION DESCRIPTION
 AA3599
 AA3599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JGF)
 AA3599'THE STATION IS AT THE WAIMEA/KOHALA AIRPORT S OF THE TOWN OF WIAMEA ON
 AA3599'THE ISLAND OF HAWAII, HAWAII. THE STATION IS LOCATED ABOUT MID FIELD S
 AA3599'OF THE RUNWAY, 26.5 M (86.9 FT) SE OF RUNWAY LIGHT R-29 AND 1 FT (0.3
 AA3599'M) S OF A LINE TANGENT WITH LIGHTS R-28 AND R-29.  THE STATION IS SET
 AA3599'IN A .6 M (2.0 FT) SQUARE CONCRETE PAD MARKED CABLE VASI, THE PAD IS 1
 AA3599'M (3.3 FT) NE OF A 1 M (3.3 FT) HIGH PVC PIPE.
 AA3599
 AA3599                          STATION RECOVERY (1994)
 AA3599
 AA3599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3599'THIS STATION IS LOCATED AT THE WAIMEA-KOHALA AIRPORT MIDFIELD OF THE
 AA3599'RUNWAY ON THE SOUTHEAST SIDE OF THE RUNWAY, 86.9 FT (26.5 M) SE OF
 AA3599'RUNWAY LIGHT R-29, AND 1 FT (0.3 M) SOUTH OF A LINE TANGENT WITH
 AA3599'LIGHTS 28 AND 29.  THE STATION IS SET IN A 2X2 CONCRETE SLAB, ILS
 AA3599'CABLE MARKER.  THE DISK IS STAMPED MUER 1993.  NOTE-THIS STATION IS
 AA3599'SET IN A CONCRETE SLAB THAT SITS ON THE GROUND AND IS SUBJECT TO BE
 AA3599'MOVED WHEN WIRING REPAIRS ARE NEEDED FOR THE RUNWAY LIGHTS.  THIS
 AA3599'STATION SHOULD BE USED WITH EXTREME CAUTION WHEN USED FOR CONTROL
 AA3599'WORK.
 AA3599
 AA3599                          STATION RECOVERY (2005)
 AA3599
 AA3599'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AA3599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3220 ***********************************************************************
 TU3220  DESIGNATION -  MUNRO
 TU3220  PID         -  TU3220
 TU3220  STATE/COUNTY-  HI/MAUI
 TU3220  USGS QUAD   -  
 TU3220
 TU3220                         *CURRENT SURVEY CONTROL
 TU3220  ___________________________________________________________________
 TU3220* NAD 83(1993)-  20 50 32.86242(N)    156 53 57.31114(W)     ADJUSTED  
 TU3220* LOCAL TIDAL -       657.7    (meters)    2158.     (feet)  VERT ANG  
 TU3220  ___________________________________________________________________
 TU3220  EPOCH DATE  -        1993.62
 TU3220  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 TU3220  GEOID HEIGHT-          16.34  (meters)                     GEOID03
 TU3220
 TU3220  HORZ ORDER  -  SECOND
 TU3220
 TU3220.The horizontal coordinates were established by classical geodetic methods
 TU3220.and adjusted by the National Geodetic Survey in December 1998..
 TU3220.The horizontal coordinates are valid at the epoch date displayed above.
 TU3220.The epoch date for horizontal control is a decimal equivalence
 TU3220.of Year/Month/Day.
 TU3220
 TU3220.The orthometric height was determined by vertical angle observations.
 TU3220
 TU3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3220
 TU3220.The geoid height was determined by GEOID03.
 TU3220
 TU3220;                    North         East     Units Scale Factor Converg.
 TU3220;SPC HI 2     -    56,382.089   475,793.370   MT  0.99997391   -0 04 57.9
 TU3220;UTM  04      - 2,306,138.873   718,593.228   MT  1.00019054   +0 44 51.9
 TU3220
 TU3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3220!SPC HI 2     -   0.99989406  x   0.99997391  =   0.99986798
 TU3220!UTM  04      -   0.99989406  x   1.00019054  =   1.00008458
 TU3220
 TU3220|---------------------------------------------------------------------|
 TU3220| PID    Reference Object                     Distance      Geod. Az  |
 TU3220|                                                           dddmmss.s |
 TU3220| CN5935 MUNRO RM 1                           11.098 METERS 01619     |
 TU3220| TU3222 POHOULA RESET                       APPROX. 2.3 KM 2770231.9 |
 TU3220| CN5936 MUNRO RM 2                            8.098 METERS 30238     |
 TU3220|---------------------------------------------------------------------|
 TU3220
 TU3220                          SUPERSEDED SURVEY CONTROL
 TU3220
 TU3220  NAD 83(1986)-  20 50 32.81853(N)    156 53 57.27124(W) AD(       ) 2
 TU3220  OLD HI      -  20 50 44.20100(N)    156 54 07.34600(W) AD(       ) 2
 TU3220
 TU3220.Superseded values are not recommended for survey control.
 TU3220.NGS no longer adjusts projects to the OLD HI datum.
 TU3220.See file dsdata.txt to determine how the superseded data were derived.
 TU3220
 TU3220_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1859306139(NAD 83)
 TU3220_MARKER: Z = SEE DESCRIPTION
 TU3220_SETTING: 0 = UNSPECIFIED SETTING
 TU3220
 TU3220  HISTORY     - Date     Condition        Report By
 TU3220  HISTORY     - 1962     MONUMENTED       CGS
 TU3220
 TU3220                          STATION DESCRIPTION
 TU3220
 TU3220'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3220'STATION IS LOCATED ABOUT 1-3/4 MILES AIRLINE NORTHEAST OF
 TU3220'LANAI CITY, AT ABOUT 2050 FEET ELEVATION, ON THE NORTHWEST END
 TU3220'OF A NARROW RIDGE AT THE NORTHWEST END OF THE RANGE OF MOUNTAINS
 TU3220'TO THE EAST OF LANAI CITY.
 TU3220'
 TU3220'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3220'NORTHWEST ON LANAI AVENU FOR 0.75 MILE TO LEFT CURVE OF HIGHWAY
 TU3220'BY GOLF COURSE.  CONTINUE ON THE HIGHWAY FOR 0.15 MILE TO DIRT
 TU3220'SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW GRADED ROAD, ALONG
 TU3220'LEFT SIDE OF DRAIN AND UP SIDE HILL, FOR 0.7 MILE TO SIDE ROAD
 TU3220'RIGHT AT TOP OF GRADE.  TURN SHARP RIGHT AND FOLLOW GRADED ROAD
 TU3220'FOR 2.4 MILES TO A FORK JUST BELOW HIGH TENSION LINE.  TAKE
 TU3220'RIGHT FORK, MAIN ROAD, AND GO 0.05 MILE TO PARKING AREA ON
 TU3220'RIGHT, AND END OF TRUCK TRAVEL.  PACK NORTHEASTERLY THROUGH
 TU3220'TREES FOR ABOUT 50 YARDS TO DOUBLE POWER POLES.  BEAR RIGHT,
 TU3220'UPHILL, FOR 45 YARDS TO STATION.
 TU3220'
 TU3220'STATION MARK IS A STANDARD DISK STAMPED MUNRO 1962, BRAZED
 TU3220'TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN CEMENT
 TU3220'AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS AT THE NOTHEAST SIDE
 TU3220'OF GROVE OF TREES.  3.6 FEET SOUTHWEST OF A WHITE WITNESS POST,
 TU3220'7.3 FEET NORTHWEST OF THE HORIZONTAL TRUNK OF A SMALL EUCALYPTUS
 TU3220'TREE, 45 YARDS SOUTHEAST OF THE HIGH TENSION LINE, AND 60 YARDS
 TU3220'SOUTHEAST OF A LARGE SIGN MUNRO TRAIL.
 TU3220'
 TU3220'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MUNRO NO
 TU3220'1 1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET
 TU3220'IN CEMENT AND PROJECTS 4 INCHES ABOVE GROUND.  IT IS ON A GRASSY
 TU3220'POINT AT THE NORTH TIP OF A BARE, ERODED AREA AND ABOUT 3 FEET
 TU3220'LOWER THAN THE STATION.
 TU3220'
 TU3220'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MUNRO NO 2
 TU3220'1962, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN
 TU3220'CEMENT AND PROJECTS 4 INCHES ABOVE GROUND.  IT IS 10 FEET
 TU3220'NORTHEAST OF TREE LINE AND ABOUT 5 FEET LOWER THAN THE STATION.
 TU3220'
 TU3220'STATION POHOULA (HGS) 1879-1962 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2810 ***********************************************************************
 TU2810  DESIGNATION -  MUOLEA
 TU2810  PID         -  TU2810
 TU2810  STATE/COUNTY-  HI/MAUI
 TU2810  USGS QUAD   -  KIPAHULU (1983)
 TU2810
 TU2810                         *CURRENT SURVEY CONTROL
 TU2810  ___________________________________________________________________
 TU2810* NAD 83(1993)-  20 41 10.57058(N)    156 00 30.16643(W)     ADJUSTED  
 TU2810* LOCAL TIDAL -        19.2    (meters)      63.     (feet)  VERT ANG  
 TU2810  ___________________________________________________________________
 TU2810  EPOCH DATE  -        1993.62
 TU2810  LAPLACE CORR-         -12.74  (seconds)                    DEFLEC99
 TU2810  GEOID HEIGHT-          15.00  (meters)                     GEOID03
 TU2810
 TU2810  HORZ ORDER  -  FIRST
 TU2810
 TU2810.The horizontal coordinates were established by classical geodetic methods
 TU2810.and adjusted by the National Geodetic Survey in December 1998..
 TU2810.The horizontal coordinates are valid at the epoch date displayed above.
 TU2810.The epoch date for horizontal control is a decimal equivalence
 TU2810.of Year/Month/Day.
 TU2810
 TU2810.The orthometric height was determined by vertical angle observations.
 TU2810
 TU2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2810
 TU2810.The geoid height was determined by GEOID03.
 TU2810
 TU2810;                    North         East     Units Scale Factor Converg.
 TU2810;SPC HI 2     -    39,211.707   568,583.224   MT  1.00002477   +0 13 57.2
 TU2810;UTM  04      - 2,290,302.970   811,667.611   MT  1.00080065   +1 03 27.5
 TU2810;UTM  05      - 2,290,335.316   186,585.210   MT  1.00081416   -1 03 48.9
 TU2810
 TU2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2810!SPC HI 2     -   0.99999462  x   1.00002477  =   1.00001939
 TU2810!UTM  04      -   0.99999462  x   1.00080065  =   1.00079527
 TU2810!UTM  05      -   0.99999462  x   1.00081416  =   1.00080878
 TU2810
 TU2810|---------------------------------------------------------------------|
 TU2810| PID    Reference Object                     Distance      Geod. Az  |
 TU2810|                                                           dddmmss.s |
 TU2810| CN5938 MUOLEA RM 2                           6.286 METERS 07247     |
 TU2810| TU2826 KIPAHULU OLD SUGAR MILL STACK       APPROX. 6.1 KM 2341051.8 |
 TU2810| CN5937 MUOLEA RM 1                          16.994 METERS 34213     |
 TU2810|---------------------------------------------------------------------|
 TU2810
 TU2810                          SUPERSEDED SURVEY CONTROL
 TU2810
 TU2810  NAD 83(1986)-  20 41 10.53875(N)    156 00 30.18613(W) AD(       ) 1
 TU2810  OLD HI      -  20 41 22.02700(N)    156 00 40.25300(W) AD(       ) 1
 TU2810
 TU2810.Superseded values are not recommended for survey control.
 TU2810.NGS no longer adjusts projects to the OLD HI datum.
 TU2810.See file dsdata.txt to determine how the superseded data were derived.
 TU2810
 TU2810_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1166890303(NAD 83)
 TU2810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2810_SETTING: 66 = SET IN ROCK OUTCROP
 TU2810
 TU2810  HISTORY     - Date     Condition        Report By
 TU2810  HISTORY     - 1950     MONUMENTED       CGS
 TU2810  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2810
 TU2810                          STATION DESCRIPTION
 TU2810
 TU2810'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2810'LOCATED ON THE SOUTHEAST COAST OF EAST MAUI, HANA DISTRICT, IN
 TU2810'LAND OF MUOLEA, ABOUT 5 MILES, AIRLINE, SOUTHWEST OF HANA AND
 TU2810'ABOUT 1/4 MILE EAST OF THE GOVERNMENT WHERE IT CROSSES
 TU2810'PAPAHAWAHAWA GULCH.
 TU2810'
 TU2810'ON A SMALL BLUFF 0.4 MILES NORTHEAST OF MUOLEA POINT AND ABOUT
 TU2810'300 FEET DUE EAST OF THE MOUTH OF PAPAHAWAHAWA GULCH.  55 FEET
 TU2810'SOUTH OF A STONE WALL, 40 FEET ABOVE THE SEA AND ABOVE AND 20
 TU2810'FEET NORTH OF A ROCK CUT FOR CATTLE TRAIL.
 TU2810'
 TU2810'MARKED WITH A STANDARD DISK CEMENTED IN A DRILL HOLE IN SOLID
 TU2810'LAVA OUTCROP.  STAMPED MUOLEA 1950.
 TU2810'
 TU2810'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION, AND 3 FEET
 TU2810'SOUTH OF A STONE WALL.  A STANDARD DISK CEMENTED IN LAVA
 TU2810'OUTCROP PROJECTING 2-1/2 FEET, STAMPED MUOLEA NO 1 1950.
 TU2810'
 TU2810'REFERENCE MARK NO. 2 IS NORTHEAST OF THE STATION, AND ON THE
 TU2810'SAME BLUFF, ABOUT 4 FEET LOWER THAN THE STATION.  A STANDARD
 TU2810'DISK STAMPED MUOLEA NO 2 1950.  CEMENTED IN DRILL HOLE IN
 TU2810'ROCK OUTCROP.
 TU2810'
 TU2810'TO REACH FROM THE POST OFFICE IN HANA--GO SOUTHWESTERLY ON
 TU2810'GOVERNMENT ROAD FOR 6.0 MILES TO A STONE WALL AND CORRALS ON
 TU2810'LEFT.  FROM HERE PACK EASTERLY DOWN WASH TO COAST THEN LEFT FOR
 TU2810'ABOUT 1/4 MILE TO END OF RIDGE AND STATION.
 TU2810'
 TU2810'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 TU2810
 TU2810                          STATION RECOVERY (1969)
 TU2810
 TU2810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2810'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2810'COMPLETE DESCRIPTION FOLLOWS--
 TU2810'
 TU2810'STATION IS LOCATED ABOUT 4-3/4 MILES SOUTH OF HANA AND ABOUT
 TU2810'1000 FEET EAST-SOUTHEAST OF THE PAPAAHAWAHAWA STREAM HIGHWAY
 TU2810'BRIDGE, ON A SMALL BLUFF ABOUT 63 FEET ABOVE SEA LEVEL, ABOUT
 TU2810'50 YARDS NORTHEAST OF THE INNER END OF THE SMALL COVE AT THE
 TU2810'MOUTH OF PAPAAHAWAHAWA STREAM, AND ABOUT 30 FEET ABOVE THE
 TU2810'SMALL GRASSY PLOT BY THE STREAM.
 TU2810'
 TU2810'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2810'STATE HIGHWAY 31 FOR 3.8 MILES TO FORK.  TAKE LEFT FORK AND
 TU2810'CONTINUE FOR 1.6 MILES TO BRIDGE AT PAPAAHAWAHAWA STREAM, AND
 TU2810'END OF TRUCK TRAVEL.  WALK SOUTHEASTERLY, DOWN STREAM BED, ABOUT
 TU2810'1000 FEET TO STATION ON KNOLL TO LEFT.
 TU2810'
 TU2810'STATION MARK IS A STANDARD DISK STAMPED MUOLEA 1950, CEMENTED
 TU2810'IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS 6 INCHES
 TU2810'ABOVE GROUND.  IT IS ABOUT 14 FEET NORTHWEST OF EDGE OF KNOLL.
 TU2810'
 TU2810'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MUOLEA
 TU2810'NO 1 1950, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP
 TU2810'THAT PROJECTS 2 FEET ABOVE GROUND.  IT IS 3 FEET SOUTHEAST OF A
 TU2810'STONE FENCE AND 4 FEET HIGHER THAN STATION MARK.
 TU2810'
 TU2810'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MUOLEA
 TU2810'NO 2 1950, CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP
 TU2810'THAT PROJECTS 2 FEET FROM GROUND.  IT IS 2.7 FEET LOWER THAN
 TU2810'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2937 ***********************************************************************
 TU2937  DESIGNATION -  MUT
 TU2937  PID         -  TU2937
 TU2937  STATE/COUNTY-  HI/MAUI
 TU2937  USGS QUAD   -  MAALAEA (1996)
 TU2937
 TU2937                         *CURRENT SURVEY CONTROL
 TU2937  ___________________________________________________________________
 TU2937* NAD 83(1993)-  20 44 13.03549(N)    156 27 23.19331(W)     ADJUSTED  
 TU2937* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU2937  ___________________________________________________________________
 TU2937  EPOCH DATE  -        1993.62
 TU2937  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 TU2937  GEOID HEIGHT-          16.59  (meters)                     GEOID03
 TU2937
 TU2937  HORZ ORDER  -  THIRD
 TU2937
 TU2937.The horizontal coordinates were established by classical geodetic methods
 TU2937.and adjusted by the National Geodetic Survey in December 1998..
 TU2937.The horizontal coordinates are valid at the epoch date displayed above.
 TU2937.The epoch date for horizontal control is a decimal equivalence
 TU2937.of Year/Month/Day.
 TU2937
 TU2937.The orthometric height was scaled from a topographic map.
 TU2937
 TU2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2937
 TU2937.The geoid height was determined by GEOID03.
 TU2937
 TU2937;                    North         East     Units Scale Factor Converg.
 TU2937;SPC HI 2     -    44,698.032   521,894.454   MT  0.99997259   +0 04 28.0
 TU2937;UTM  04      - 2,295,118.802   764,874.908   MT  1.00046714   +0 54 04.1
 TU2937
 TU2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2937!SPC HI 2     -   0.99999708  x   0.99997259  =   0.99996967
 TU2937!UTM  04      -   0.99999708  x   1.00046714  =   1.00046422
 TU2937
 TU2937                          SUPERSEDED SURVEY CONTROL
 TU2937
 TU2937  NAD 83(1986)-  20 44 13.00352(N)    156 27 23.18260(W) AD(       ) 3
 TU2937  OLD HI      -  20 44 24.52000(N)    156 27 33.34100(W) AD(       ) 3
 TU2937
 TU2937.Superseded values are not recommended for survey control.
 TU2937.NGS no longer adjusts projects to the OLD HI datum.
 TU2937.See file dsdata.txt to determine how the superseded data were derived.
 TU2937
 TU2937_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6487595119(NAD 83)
 TU2937
 TU2937  HISTORY     - Date     Condition        Report By
 TU2937  HISTORY     - UNK      MONUMENTED
 TU2937  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2937
 TU2937                          STATION DESCRIPTION
 TU2937
 TU2937'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2937'STATION IS BELIEVED DESTROYED.  THE POINT WAS DETERMINED BY
 TU2937'SETTING ON THE PUBLISHED ANGLES WITH A THEODOLITE, BUT NO MARK
 TU2937'WAS FOUND.  THE POINT IS ON A SAND BEACH, ABOUT 10 FEET MAKAI FROM
 TU2937'BEACH BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0840 ***********************************************************************
 TU0840  DESIGNATION -  MW ANT DISH DISH
 TU0840  PID         -  TU0840
 TU0840  STATE/COUNTY-  HI/KAUAI
 TU0840  USGS QUAD   -  MAKAHA POINT (1983)
 TU0840
 TU0840                         *CURRENT SURVEY CONTROL
 TU0840  ___________________________________________________________________
 TU0840* NAD 83(1986)-  22 08 01.     (N)    159 43 39.     (W)     SCALED    
 TU0840* LOCAL TIDAL -       480.755  (meters)    1577.28   (feet)  ADJ UNCH  
 TU0840  ___________________________________________________________________
 TU0840  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU0840
 TU0840  VERT ORDER  -  SECOND    CLASS 0
 TU0840
 TU0840.The horizontal coordinates were scaled from a topographic map and have
 TU0840.an estimated accuracy of +/- 6 seconds.
 TU0840
 TU0840.The orthometric height was key entered from printed documents
 TU0840.and not key verified.
 TU0840
 TU0840.The geoid height was determined by GEOID03.
 TU0840
 TU0840;                    North         East    Units  Estimated Accuracy
 TU0840;SPC HI 4     -    33,270.      476,530.      MT  (+/- 180 meters Scaled)
 TU0840
 TU0840                          SUPERSEDED SURVEY CONTROL
 TU0840
 TU0840.No superseded survey control is available for this station.
 TU0840
 TU0840_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK249477(NAD 83)
 TU0840_MARKER: DB = BENCH MARK DISK
 TU0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0840_SP_SET: TOWER
 TU0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0840
 TU0840  HISTORY     - Date     Condition        Report By
 TU0840  HISTORY     - UNK      MONUMENTED       CGS
 TU0840  HISTORY     - 1967     GOOD             NGS
 TU0840
 TU0840                          STATION DESCRIPTION
 TU0840
 TU0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0840'20.5 MI NNW FROM KEKAHA.
 TU0840'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0840'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5 MILES WEST DOWN THE RIDGE ALONG
 TU0840'AN ASPHALT ROAD, A GRAY MICRO-WAVE DISH WHICH IS 6 FEET IN DIAMETER
 TU0840'MOUNTED ON THE TOP AND SOUTH SIDE OF A WHITE TRIANGULAR SHAPED TOWER.
 TU0840'THE CENTER OF THE DISH WAS THE POINT LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0839 ***********************************************************************
 TU0839  DESIGNATION -  MW ANT DISH MARK
 TU0839  PID         -  TU0839
 TU0839  STATE/COUNTY-  HI/KAUAI
 TU0839  USGS QUAD   -  MAKAHA POINT (1983)
 TU0839
 TU0839                         *CURRENT SURVEY CONTROL
 TU0839  ___________________________________________________________________
 TU0839* NAD 83(1993)-  22 08 00.49932(N)    159 43 38.63518(W)     ADJUSTED  
 TU0839* LOCAL TIDAL -       469.024  (meters)    1538.79   (feet)  ADJ UNCH  
 TU0839  ___________________________________________________________________
 TU0839  EPOCH DATE  -        1993.62
 TU0839  LAPLACE CORR-           9.17  (seconds)                    DEFLEC99
 TU0839  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU0839
 TU0839  HORZ ORDER  -  SECOND
 TU0839  VERT ORDER  -  SECOND    CLASS 0
 TU0839
 TU0839.The horizontal coordinates were established by classical geodetic methods
 TU0839.and adjusted by the National Geodetic Survey in December 1998..
 TU0839.The horizontal coordinates are valid at the epoch date displayed above.
 TU0839.The epoch date for horizontal control is a decimal equivalence
 TU0839.of Year/Month/Day.
 TU0839
 TU0839.The orthometric height was key entered from printed documents
 TU0839.and not key verified.
 TU0839
 TU0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0839
 TU0839.The geoid height was determined by GEOID03.
 TU0839
 TU0839;                    North         East     Units Scale Factor Converg.
 TU0839;SPC HI 4     -    33,251.581   476,540.553   MT  0.99999680   -0 05 08.4
 TU0839;UTM  04      - 2,447,779.971   424,986.306   MT  0.99966952   -0 16 26.7
 TU0839
 TU0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0839!SPC HI 4     -   0.99992377  x   0.99999680  =   0.99992057
 TU0839!UTM  04      -   0.99992377  x   0.99966952  =   0.99959331
 TU0839
 TU0839                          SUPERSEDED SURVEY CONTROL
 TU0839
 TU0839  NAD 83(1986)-  22 08 00.46544(N)    159 43 38.66170(W) AD(       ) 2
 TU0839  OLD HI      -  22 08 11.76160(N)    159 43 48.72260(W) AD(       ) 2
 TU0839
 TU0839.Superseded values are not recommended for survey control.
 TU0839.NGS no longer adjusts projects to the OLD HI datum.
 TU0839.See file dsdata.txt to determine how the superseded data were derived.
 TU0839
 TU0839_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2498647780(NAD 83)
 TU0839_MARKER: DB = BENCH MARK DISK
 TU0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0839_STAMPING: MW ANT DISH 1967
 TU0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0839+STABILITY: SURFACE MOTION
 TU0839
 TU0839  HISTORY     - Date     Condition        Report By
 TU0839  HISTORY     - 1967     MONUMENTED       CGS
 TU0839  HISTORY     - 1967     GOOD             CGS
 TU0839
 TU0839                          STATION DESCRIPTION
 TU0839
 TU0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0839'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 TU0839'STATE HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5 MILES WEST DOWN THE
 TU0839'RIDGE ON AN ASPHALT ROAD.
 TU0839'
 TU0839'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ADOBE,
 TU0839'DISTANCE BEING 19.0121 METERS (62.376 FEET) NORTH OF TRIANGULATION
 TU0839'STATION ADOBE.  THE MARK IS A PLAIN BRONZE DISK SET IN THE TOP OF
 TU0839'A MASS OF CONCRETE.  IT IS 1 FOOT SOUTH OF THE SOUTH SIDE OF A
 TU0839'TRIANGULAR SHAPED TOWER WHICH IS LOCATED NEAR THE WEST CORNER OF
 TU0839'THE COMMUNICATIONS BUILDING.  THIS POINT IS PLUMBED DIRECTLY
 TU0839'UNDER THE CENTER OF THE GRAY MICRO-WAVE DISH.
 TU0839
 TU0839                          STATION RECOVERY (1967)
 TU0839
 TU0839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0839'20.5 MI NNW FROM KEKAHA.
 TU0839'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0839'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5 MILES DOWN THE RIDGE ALONG AN
 TU0839'ASPHALT ROAD, 1 FOOT SOUTH OF THE SOUTH SIDE OF A WHITE TRIANGULAR
 TU0839'SHAPED TOWER THAT IS LOCATED NEAR THE WEST CORNER OF THE
 TU0839'COMMUNICATIONS BUILDING, SET IN THE TOP OF A MASS OF CONCRETE WHICH IS
 TU0839'SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0273 ***********************************************************************
 TU0273  DESIGNATION -  N
 TU0273  PID         -  TU0273
 TU0273  STATE/COUNTY-  HI/HONOLULU
 TU0273  USGS QUAD   -  HONOLULU (1983)
 TU0273
 TU0273                         *CURRENT SURVEY CONTROL
 TU0273  ___________________________________________________________________
 TU0273* NAD 83(1986)-  21 19 00.     (N)    157 51 21.     (W)     SCALED    
 TU0273* LOCAL TIDAL -        12.108  (meters)      39.72   (feet)  ADJ UNCH  
 TU0273  ___________________________________________________________________
 TU0273  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU0273
 TU0273  VERT ORDER  -  FIRST     CLASS II
 TU0273
 TU0273.The horizontal coordinates were scaled from a topographic map and have
 TU0273.an estimated accuracy of +/- 6 seconds.
 TU0273
 TU0273.The orthometric height was key entered from printed documents
 TU0273.and not key verified.
 TU0273
 TU0273.The geoid height was determined by GEOID03.
 TU0273
 TU0273;                    North         East    Units  Estimated Accuracy
 TU0273;SPC HI 3     -    16,620.      514,960.      MT  (+/- 180 meters Scaled)
 TU0273
 TU0273                          SUPERSEDED SURVEY CONTROL
 TU0273
 TU0273.No superseded survey control is available for this station.
 TU0273
 TU0273_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ186576(NAD 83)
 TU0273_MARKER: DD = SURVEY DISK
 TU0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0273+STABILITY: SURFACE MOTION
 TU0273
 TU0273  HISTORY     - Date     Condition        Report By
 TU0273  HISTORY     - UNK      MONUMENTED
 TU0273  HISTORY     - 1963     GOOD             NGS
 TU0273
 TU0273                          STATION DESCRIPTION
 TU0273
 TU0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0273'IN HONOLULU.
 TU0273'0.8 MILE NORTH OF THE FEDERAL BUILDING IN HONOLULU, AT THE
 TU0273'INTERSECTION OF NUUANU AVENUE AND SCHOOL STREET, 12 FEET WEST OF THE
 TU0273'INTERSECTION OF THE CENTERLINES OF THE TWO STREETS, 24 FEET EAST OF A
 TU0273'TRAFFIC SIGNAL POLE, WHICH ALSO BEARS SIGNS OF THE TWO STREETS, 2.5
 TU0273'FEET SOUTHWEST OF THE CENTER OF A 3-FOOT MANHOLE COVER, 31.6 FEET EAST
 TU0273'OF A SIMILAR, 7-INCH CAST-IRON COVER CITY MONUMENT EMBOSSED ON THE
 TU0273'TOP, AND PROJECTING ABOUT 1 INCH FROM THE TOP OF A 3-INCH-DIAMETER,
 TU0273'CONCRETE POST SET BELOW STREET LEVEL.  ACCESS TO THE MARK IS HAD
 TU0273'THROUGH A 7-INCH-DIAMETER, CAST-IRON COVER WITH C AND C AND CITY
 TU0273'SURVEY MONUMENT EMBOSSED ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1793 ***********************************************************************
 TU1793  DESIGNATION -  N
 TU1793  PID         -  TU1793
 TU1793  STATE/COUNTY-  HI/KAUAI
 TU1793  USGS QUAD   -  KOLOA (1996)
 TU1793
 TU1793                         *CURRENT SURVEY CONTROL
 TU1793  ___________________________________________________________________
 TU1793* NAD 83(1993)-  21 53 31.79686(N)    159 31 43.07112(W)     ADJUSTED  
 TU1793* LOCAL TIDAL -       110.     (meters)     361.     (feet)  SCALED    
 TU1793  ___________________________________________________________________
 TU1793  EPOCH DATE  -        1993.62
 TU1793  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 TU1793  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU1793
 TU1793  HORZ ORDER  -  THIRD
 TU1793
 TU1793.The horizontal coordinates were established by classical geodetic methods
 TU1793.and adjusted by the National Geodetic Survey in December 1998..
 TU1793.The horizontal coordinates are valid at the epoch date displayed above.
 TU1793.The epoch date for horizontal control is a decimal equivalence
 TU1793.of Year/Month/Day.
 TU1793
 TU1793.The orthometric height was scaled from a topographic map.
 TU1793
 TU1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1793
 TU1793.The geoid height was determined by GEOID03.
 TU1793
 TU1793;                    North         East     Units Scale Factor Converg.
 TU1793;SPC HI 4     -     6,514.636   497,041.315   MT  0.99999011   -0 00 38.4
 TU1793;UTM  04      - 2,420,985.232   445,392.556   MT  0.99963684   -0 11 49.6
 TU1793
 TU1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1793!SPC HI 4     -   0.99998028  x   0.99999011  =   0.99997039
 TU1793!UTM  04      -   0.99998028  x   0.99963684  =   0.99961713
 TU1793
 TU1793                          SUPERSEDED SURVEY CONTROL
 TU1793
 TU1793  NAD 83(1986)-  21 53 31.77373(N)    159 31 43.09489(W) AD(       ) 3
 TU1793  OLD HI      -  21 53 43.06500(N)    159 31 53.15300(W) AD(       ) 3
 TU1793
 TU1793.Superseded values are not recommended for survey control.
 TU1793.NGS no longer adjusts projects to the OLD HI datum.
 TU1793.See file dsdata.txt to determine how the superseded data were derived.
 TU1793
 TU1793_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4539320985(NAD 83)
 TU1793
 TU1793  HISTORY     - Date     Condition        Report By
 TU1793  HISTORY     - UNK      MONUMENTED
 TU1793  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1793  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1793
 TU1793                          STATION DESCRIPTION
 TU1793
 TU1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1793'STATION WAS BEEN DESTROYED.  THE TOP OF THE CINDER HILL ON
 TU1793'WHICH IT WAS LOCATED HAS BEEN CUT OFF IN QUARRYING OPERATIONS.
 TU1793
 TU1793                          STATION RECOVERY (2005)
 TU1793
 TU1793'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0115 ***********************************************************************
 TU0115  DESIGNATION -  N 1
 TU0115  PID         -  TU0115
 TU0115  STATE/COUNTY-  HI/HAWAII
 TU0115  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0115
 TU0115                         *CURRENT SURVEY CONTROL
 TU0115  ___________________________________________________________________
 TU0115* NAD 83(1986)-  19 26 52.     (N)    155 19 03.     (W)     SCALED    
 TU0115* LOCAL TIDAL -      1349.516  (meters)    4427.54   (feet)  ADJ UNCH  
 TU0115  ___________________________________________________________________
 TU0115  GEOID HEIGHT-          23.93  (meters)                     GEOID03
 TU0115
 TU0115  VERT ORDER  -  FIRST     CLASS II
 TU0115
 TU0115.The horizontal coordinates were scaled from a topographic map and have
 TU0115.an estimated accuracy of +/- 6 seconds.
 TU0115
 TU0115.The orthometric height was key entered from printed documents
 TU0115.and not key verified.
 TU0115
 TU0115.The geoid height was determined by GEOID03.
 TU0115
 TU0115;                    North         East    Units  Estimated Accuracy
 TU0115;SPC HI 1     -    68,020.      519,160.      MT  (+/- 180 meters Scaled)
 TU0115
 TU0115                          SUPERSEDED SURVEY CONTROL
 TU0115
 TU0115.No superseded survey control is available for this station.
 TU0115
 TU0115_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB566520(NAD 83)
 TU0115_MARKER: DB = BENCH MARK DISK
 TU0115_SETTING: 66 = SET IN ROCK OUTCROP
 TU0115_SP_SET: BLACK ROCK
 TU0115_STAMPING: N 1 1926
 TU0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0115+STABILITY: POSITION/ELEVATION WELL
 TU0115
 TU0115  HISTORY     - Date     Condition        Report By
 TU0115  HISTORY     - 1926     MONUMENTED       CGS
 TU0115  HISTORY     - 1967     GOOD             NGS
 TU0115  HISTORY     - 1975     MARK NOT FOUND   NGS
 TU0115
 TU0115                          STATION DESCRIPTION
 TU0115
 TU0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0115'16 MI SW FROM MOUNTAIN VIEW.
 TU0115'1.8 MILES WEST ON THE CRATER RIM ROAD FROM THE HAWAII VOLCANO NATIONAL
 TU0115'PARK HEADQUARTERS.  THENCE RIGHT 0.1 MILE TO CROSSROAD AT STATE
 TU0115'HIGHWAY 11.  CONTINUE STRAIGHT AHEAD, AS PER SIGN MAUNA LOA STRIP
 TU0115'SCENIC ROAD, FOR 1.6 MILES TO ROAD LOOP AT BIRD PARK.  PASS THROUGH
 TU0115'STONE GATEPOSTS AND FOLLOW WINDING MACADAM ROAD UPGRADE FOR 1.85 MILES
 TU0115'TO USGS BENCH MARK 4321 ON RIGHT, 300 YARDS BEFORE REACHING THE KIPUKA
 TU0115'KI FIRE CACHE.  WALK NORTHERLY THROUGH FOREST ABOUT 1/4-MILE TO
 TU0115'50-YARD-LONG SECTION OF OLD TRAIL BETWEEN TWO LAVA AREAS (THIS IS THE
 TU0115'ONLY REMAINING IDENTIFIABLE PART OF THE OLD MAUNA LOA TRAIL IN THE
 TU0115'VICINITY).  THE MARK IS 40 YARDS NORTHWEST OF THE WEST END OF THIS
 TU0115'SECTION, ALONG SOUTHWEST SIDE OF OLD LAVA FLOW, ABOUT 225 YARDS EAST
 TU0115'SOUTHEAST OF A NATIONAL PARK BOUNDARY FENCE CORNER, 150 YARDS SOUTH OF
 TU0115'THE FENCELINE, 70 FEET NORTHWEST OF A HUGE OHIA TREE WITH A TRIANGULAR
 TU0115'BLAZE, 45 FEET WEST OF AN OLD COMMUNICATIONS WIRE STRUNG ALONG GROUND,
 TU0115'13 FEET SOUTHWEST OF, AND 5 FEET LOWER THAN A LARGE CAIRN, HIDDEN IN
 TU0115'THE NORTHEAST EDGE OF A LARGE, VERY DENSE, BLACKBERRY VINE THICKET,
 TU0115'AND CEMENTED IN A DRILL HOLE IN THE TOP OF A 3-FOOT BLACK ROCK
 TU0115'PROJECTING 30 INCHES ABOVE GROUND, AT SOUTHWEST BASE OF THE LAVA FLOW.
 TU0115
 TU0115                          STATION RECOVERY (1975)
 TU0115
 TU0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TU0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0254 ***********************************************************************
 TU0254  DESIGNATION -  N 10
 TU0254  PID         -  TU0254
 TU0254  STATE/COUNTY-  HI/HONOLULU
 TU0254  USGS QUAD   -  PEARL HARBOR (1983)
 TU0254
 TU0254                         *CURRENT SURVEY CONTROL
 TU0254  ___________________________________________________________________
 TU0254* NAD 83(1986)-  21 21 52.     (N)    157 56 16.     (W)     SCALED    
 TU0254* LOCAL TIDAL -         3.771  (meters)      12.37   (feet)  ADJ UNCH  
 TU0254  ___________________________________________________________________
 TU0254  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU0254
 TU0254  VERT ORDER  -  FIRST     CLASS II
 TU0254
 TU0254.The horizontal coordinates were scaled from a topographic map and have
 TU0254.an estimated accuracy of +/- 6 seconds.
 TU0254
 TU0254.The orthometric height was key entered from printed documents
 TU0254.and not key verified.
 TU0254
 TU0254.The geoid height was determined by GEOID03.
 TU0254
 TU0254;                    North         East    Units  Estimated Accuracy
 TU0254;SPC HI 3     -    21,900.      506,450.      MT  (+/- 180 meters Scaled)
 TU0254
 TU0254                          SUPERSEDED SURVEY CONTROL
 TU0254
 TU0254.No superseded survey control is available for this station.
 TU0254
 TU0254_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ101628(NAD 83)
 TU0254_MARKER: DB = BENCH MARK DISK
 TU0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0254_SP_SET: FOUNDATION
 TU0254_STAMPING: N 10 1966
 TU0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0254+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 TU0254
 TU0254  HISTORY     - Date     Condition        Report By
 TU0254  HISTORY     - 1966     MONUMENTED       CGS
 TU0254  HISTORY     - 1969     GOOD             NGS
 TU0254  HISTORY     - 20040324 GOOD             GEOCAC
 TU0254
 TU0254                          STATION DESCRIPTION
 TU0254
 TU0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0254'3.8 MI SE FROM PEARL CITY.
 TU0254'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0254'WAIMANO HOME ROAD AT PEARL CITY, IN THE TOP OF THE NORTHEAST CONCRETE
 TU0254'FOUNDATION OF THE NORTHEAST STEEL POST THAT SUPPORTS HALAWA GATE SIGN
 TU0254'FOR THE PEARL HARBER NAVAL SUPPLY CENTER, 43.0 FEET NORTHWEST OF THE
 TU0254'NORTHWEST CURB OF THE ENTRANCE AND EXIT ROADS TO THE SUPPLY CENTER,
 TU0254'68.6 FEET SOUTH OF THE SOUTHEAST GATE POST TO A PUMPOUT PUMPHOUSE
 TU0254'BUILDING NO. S 386, 44.0 FEET SOUTHWEST OF A TRAFFIC CONTROL BOX,
 TU0254'ABOUT TWO FEET LOWER THAN THE HIGHWAY AND LEVEL WITH THE ROADS.
 TU0254
 TU0254                          STATION RECOVERY (2004)
 TU0254
 TU0254'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0254'THE SIGN REFERENCED IN THE PREVIOUS DESCRIPTION HAS BEEN REPLACED WITH
 TU0254'A STONE STRUCTURE.  BUILDING S386 HAS BEEN REMOVED.  GPS COORDINATES
 TU0254'FOR THIS MARK IS N 21 21 52.7 W 157 56 16.0.
 TU0254' 
 TU0254' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0352 ***********************************************************************
 TU0352  DESIGNATION -  N 11
 TU0352  PID         -  TU0352
 TU0352  STATE/COUNTY-  HI/HONOLULU
 TU0352  USGS QUAD   -  KOKO HEAD (1983)
 TU0352
 TU0352                         *CURRENT SURVEY CONTROL
 TU0352  ___________________________________________________________________
 TU0352* NAD 83(1986)-  21 20 00.     (N)    157 41 52.     (W)     SCALED    
 TU0352* LOCAL TIDAL -         5.361  (meters)      17.59   (feet)  ADJ UNCH  
 TU0352  ___________________________________________________________________
 TU0352  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU0352
 TU0352  VERT ORDER  -  FIRST     CLASS II
 TU0352
 TU0352.The horizontal coordinates were scaled from a topographic map and have
 TU0352.an estimated accuracy of +/- 6 seconds.
 TU0352
 TU0352.The orthometric height was key entered from printed documents
 TU0352.and not key verified.
 TU0352
 TU0352.The geoid height was determined by GEOID03.
 TU0352
 TU0352;                    North         East    Units  Estimated Accuracy
 TU0352;SPC HI 3     -    18,480.      531,350.      MT  (+/- 180 meters Scaled)
 TU0352
 TU0352                          SUPERSEDED SURVEY CONTROL
 TU0352
 TU0352.No superseded survey control is available for this station.
 TU0352
 TU0352_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ350595(NAD 83)
 TU0352_MARKER: DB = BENCH MARK DISK
 TU0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0352_SP_SET: BUILDING
 TU0352_STAMPING: N 11 1969
 TU0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0352
 TU0352  HISTORY     - Date     Condition        Report By
 TU0352  HISTORY     - 1969     MONUMENTED       CGS
 TU0352
 TU0352                          STATION DESCRIPTION
 TU0352
 TU0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0352'IN WAIMANALO.
 TU0352'AT WAIMANALO, ALONG STATE HIGHWAY 72, SET VERTICALLY IN THE SOUTHWEST
 TU0352'FACE OF THE POST OFFICE BUILDING, 52.3 FEET NORTHEAST OF THE CENTER
 TU0352'LINE OF THE HIGHWAY, 2.8 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 TU0352'ENTRANCE TO THE BUILDING, 15.3 FEET EAST-SOUTHEAST OF A FLAGPOLE, AND
 TU0352'ABOUT 2 1/2 FEET HIGHER THAN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0361 ***********************************************************************
 TU0361  DESIGNATION -  N 12
 TU0361  PID         -  TU0361
 TU0361  STATE/COUNTY-  HI/HONOLULU
 TU0361  USGS QUAD   -  KOKO HEAD (1983)
 TU0361
 TU0361                         *CURRENT SURVEY CONTROL
 TU0361  ___________________________________________________________________
 TU0361* NAD 83(1986)-  21 22 04.     (N)    157 44 23.     (W)     SCALED    
 TU0361* LOCAL TIDAL -        39.864  (meters)     130.79   (feet)  ADJ UNCH  
 TU0361  ___________________________________________________________________
 TU0361  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU0361
 TU0361  VERT ORDER  -  FIRST     CLASS II
 TU0361
 TU0361.The horizontal coordinates were scaled from a topographic map and have
 TU0361.an estimated accuracy of +/- 6 seconds.
 TU0361
 TU0361.The orthometric height was key entered from printed documents
 TU0361.and not key verified.
 TU0361
 TU0361.The geoid height was determined by GEOID03.
 TU0361
 TU0361;                    North         East    Units  Estimated Accuracy
 TU0361;SPC HI 3     -    22,290.      526,990.      MT  (+/- 180 meters Scaled)
 TU0361
 TU0361                          SUPERSEDED SURVEY CONTROL
 TU0361
 TU0361.No superseded survey control is available for this station.
 TU0361
 TU0361_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ306633(NAD 83)
 TU0361_MARKER: DB = BENCH MARK DISK
 TU0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0361_SP_SET: CURB
 TU0361_STAMPING: N 12 1969
 TU0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0361
 TU0361  HISTORY     - Date     Condition        Report By
 TU0361  HISTORY     - 1969     MONUMENTED       CGS
 TU0361
 TU0361                          STATION DESCRIPTION
 TU0361
 TU0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0361'4.15 MI NW FROM WAIMANALO.
 TU0361'4.15 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0361'WAIMANALO, AT THE JUNCTION OF A PAVED ROAD NORTHEAST, IN THE NORTH
 TU0361'CORNER OF A SQUARE CONCRETE STORM DRAIN WITH A METAL GRATE, 18.9 FEET
 TU0361'SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST BOUND LANES OF THE
 TU0361'HIGHWAY, 29.2 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHEAST BOUND
 TU0361'LANES OF THE HIGHWAY, 14.4 FEET NORTHWEST OF THE SOUTHEAST CONCRETE
 TU0361'CURB OF AN ISLAND, 59.4 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 TU0361'THE ROAD AND AN IRON CAP MARKED CITY SURVEY MONUMENT, AND ABOUT 4 FEET
 TU0361'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0247 ***********************************************************************
 TU0247  DESIGNATION -  N 13
 TU0247  PID         -  TU0247
 TU0247  STATE/COUNTY-  HI/HONOLULU
 TU0247  USGS QUAD   -  WAIPAHU (1983)
 TU0247
 TU0247                         *CURRENT SURVEY CONTROL
 TU0247  ___________________________________________________________________
 TU0247* NAD 83(1986)-  21 23 37.     (N)    157 58 07.     (W)     SCALED    
 TU0247* LOCAL TIDAL -        12.723  (meters)      41.74   (feet)  ADJ UNCH  
 TU0247  ___________________________________________________________________
 TU0247  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0247
 TU0247  VERT ORDER  -  FIRST     CLASS II
 TU0247
 TU0247.The horizontal coordinates were scaled from a topographic map and have
 TU0247.an estimated accuracy of +/- 6 seconds.
 TU0247
 TU0247.The orthometric height was key entered from printed documents
 TU0247.and not key verified.
 TU0247
 TU0247.The geoid height was determined by GEOID03.
 TU0247
 TU0247;                    North         East    Units  Estimated Accuracy
 TU0247;SPC HI 3     -    25,130.      503,260.      MT  (+/- 180 meters Scaled)
 TU0247
 TU0247                          SUPERSEDED SURVEY CONTROL
 TU0247
 TU0247.No superseded survey control is available for this station.
 TU0247
 TU0247_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ069660(NAD 83)
 TU0247_MARKER: DB = BENCH MARK DISK
 TU0247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0247_SP_SET: BRIDGE
 TU0247_STAMPING: N 13 1969
 TU0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0247+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 TU0247
 TU0247  HISTORY     - Date     Condition        Report By
 TU0247  HISTORY     - 1969     MONUMENTED       CGS
 TU0247  HISTORY     - 19951019 GOOD             USPSQD
 TU0247  HISTORY     - 20050912 GOOD             GEOCAC
 TU0247
 TU0247                          STATION DESCRIPTION
 TU0247
 TU0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0247'IN PEARL CITY.
 TU0247'AT PEARL CITY, 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE
 TU0247'INTERSECTION OF WAIMANO HOME ROAD, AT THE SOUTHWEST SIDE OF A PARKING
 TU0247'LOT FOR THE PEARL CITY SHOPPING CENTER, DIRECTLY ACROSS THE LOT FROM A
 TU0247'LONG DRUGS SIGN, AT THE SOUTHEAST END OF A BRIDGE OVER A CONCRETE AND
 TU0247'ROCK LINED STREAM, IN THE SOUTHEAST CONCRETE ABUTMENT OF THE BRIDGE,
 TU0247'6.6 FEET NORTHEAST OF THE NORTHEAST CURB OF THE NORTHWEST BOUND LANES
 TU0247'OF THE HIGHWAY, 7.1 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE,
 TU0247'20.4 FEET NORTHWEST OF A TELEPHONE POLE, 56.1 FEET SOUTHEAST OF
 TU0247'FIREHYDRANT NO. L 430, 13.7 FEET WEST-SOUTHWEST OF A 10-INCH IRON POLE
 TU0247'SUPPORTING AN ELECTRIC SIGN FOODLAND, 2.6 FEET NORTHWEST OF THE
 TU0247'SOUTHEAST SIDE OF THE ABUTMENT, AND ABOUT 1 FOOT HIGHER THAN THE
 TU0247'HIGHWAY.
 TU0247
 TU0247                          STATION RECOVERY (1995)
 TU0247
 TU0247'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0247'RECOVERED IN GOOD CONDITION.
 TU0247
 TU0247                          STATION RECOVERY (2005)
 TU0247
 TU0247'RECOVERY NOTE BY GEOCACHING 2005 (GFH)
 TU0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0598 ***********************************************************************
 TU0598  DESIGNATION -  N 14
 TU0598  PID         -  TU0598
 TU0598  STATE/COUNTY-  HI/HONOLULU
 TU0598  USGS QUAD   -  WAIANAE (1983)
 TU0598
 TU0598                         *CURRENT SURVEY CONTROL
 TU0598  ___________________________________________________________________
 TU0598* NAD 83(1986)-  21 27 40.     (N)    158 12 31.     (W)     SCALED    
 TU0598* LOCAL TIDAL -         3.195  (meters)      10.48   (feet)  ADJ UNCH  
 TU0598  ___________________________________________________________________
 TU0598  GEOID HEIGHT-          15.22  (meters)                     GEOID03
 TU0598
 TU0598  VERT ORDER  -  FIRST     CLASS II
 TU0598
 TU0598.The horizontal coordinates were scaled from a topographic map and have
 TU0598.an estimated accuracy of +/- 6 seconds.
 TU0598
 TU0598.The orthometric height was key entered from printed documents
 TU0598.and not key verified.
 TU0598
 TU0598.The geoid height was determined by GEOID03.
 TU0598
 TU0598;                    North         East    Units  Estimated Accuracy
 TU0598;SPC HI 3     -    32,620.      478,380.      MT  (+/- 180 meters Scaled)
 TU0598
 TU0598                          SUPERSEDED SURVEY CONTROL
 TU0598
 TU0598.No superseded survey control is available for this station.
 TU0598
 TU0598_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ819733(NAD 83)
 TU0598_MARKER: DB = BENCH MARK DISK
 TU0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0598_SP_SET: CULVERT
 TU0598_STAMPING: N 14 1969
 TU0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0598
 TU0598  HISTORY     - Date     Condition        Report By
 TU0598  HISTORY     - 1969     MONUMENTED       CGS
 TU0598  HISTORY     - 20060606 MARK NOT FOUND   HIDT
 TU0598
 TU0598                          STATION DESCRIPTION
 TU0598
 TU0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0598'2.2 MI NW FROM WAIANAE.
 TU0598'2.2 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0598'WAIANAE, AT THE JUNCTION OF ORANGE STREET, ACROSS THE HIGHWAY FROM A
 TU0598'UNION 76 SERVICE STATION, IN THE TOP OF THE SOUTHWEST CONCRETE HEAD
 TU0598'WALL OF A CULVERT, 18.6 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TU0598'HIGHWAY, 11.2 FEET SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL,
 TU0598'10.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, 14.6 FEET
 TU0598'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF A METAL GUARDRAIL, AND ABOUT 1
 TU0598'1/2 FEET HIGHER THAN THE HIGHWAY.
 TU0598
 TU0598                          STATION RECOVERY (2006)
 TU0598
 TU0598'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0598'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0535 ***********************************************************************
 TU0535  DESIGNATION -  N 15
 TU0535  PID         -  TU0535
 TU0535  STATE/COUNTY-  HI/HONOLULU
 TU0535  USGS QUAD   -  HALEIWA (1983)
 TU0535
 TU0535                         *CURRENT SURVEY CONTROL
 TU0535  ___________________________________________________________________
 TU0535* NAD 83(1986)-  21 35 16.     (N)    158 06 12.     (W)     SCALED    
 TU0535* LOCAL TIDAL -         6.677  (meters)      21.91   (feet)  ADJ UNCH  
 TU0535  ___________________________________________________________________
 TU0535  GEOID HEIGHT-          14.78  (meters)                     GEOID03
 TU0535
 TU0535  VERT ORDER  -  FIRST     CLASS II
 TU0535
 TU0535.The horizontal coordinates were scaled from a topographic map and have
 TU0535.an estimated accuracy of +/- 6 seconds.
 TU0535
 TU0535.The orthometric height was key entered from printed documents
 TU0535.and not key verified.
 TU0535
 TU0535.The geoid height was determined by GEOID03.
 TU0535
 TU0535;                    North         East    Units  Estimated Accuracy
 TU0535;SPC HI 3     -    46,630.      489,300.      MT  (+/- 180 meters Scaled)
 TU0535
 TU0535                          SUPERSEDED SURVEY CONTROL
 TU0535
 TU0535.No superseded survey control is available for this station.
 TU0535
 TU0535_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ928874(NAD 83)
 TU0535_MARKER: DB = BENCH MARK DISK
 TU0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0535_SP_SET: PILLAR
 TU0535_STAMPING: N 15 1969
 TU0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0535
 TU0535  HISTORY     - Date     Condition        Report By
 TU0535  HISTORY     - 1969     MONUMENTED       CGS
 TU0535
 TU0535                          STATION DESCRIPTION
 TU0535
 TU0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0535'IN HALEIWA.
 TU0535'AT HALEIWA, AT THE MAIN ENTRANCE TO THE POST OFFICE BUILDING, SET
 TU0535'VERTICALLY IN THE EAST FACE OF A 10- BY 10-INCH SQUARE CONCRETE
 TU0535'PILLAR, 53 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 83, 18 FEET
 TU0535'SOUTH OF A FLAGPOLE, 5.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 TU0535'CONCRETE BLOCK RETAINING WALL FOR A FLOWER BED, AND ABOUT 1 INCH ABOVE
 TU0535'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0484 ***********************************************************************
 TU0484  DESIGNATION -  N 16
 TU0484  PID         -  TU0484
 TU0484  STATE/COUNTY-  HI/HONOLULU
 TU0484  USGS QUAD   -  KAHANA (1983)
 TU0484
 TU0484                         *CURRENT SURVEY CONTROL
 TU0484  ___________________________________________________________________
 TU0484* NAD 83(1986)-  21 33 34.     (N)    157 51 53.     (W)     SCALED    
 TU0484* LOCAL TIDAL -         9.205  (meters)      30.20   (feet)  ADJ UNCH  
 TU0484  ___________________________________________________________________
 TU0484  GEOID HEIGHT-          14.77  (meters)                     GEOID03
 TU0484
 TU0484  VERT ORDER  -  FIRST     CLASS II
 TU0484
 TU0484.The horizontal coordinates were scaled from a topographic map and have
 TU0484.an estimated accuracy of +/- 6 seconds.
 TU0484
 TU0484.The orthometric height was key entered from printed documents
 TU0484.and not key verified.
 TU0484
 TU0484.The geoid height was determined by GEOID03.
 TU0484
 TU0484;                    North         East    Units  Estimated Accuracy
 TU0484;SPC HI 3     -    43,500.      514,010.      MT  (+/- 180 meters Scaled)
 TU0484
 TU0484                          SUPERSEDED SURVEY CONTROL
 TU0484
 TU0484.No superseded survey control is available for this station.
 TU0484
 TU0484_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ175844(NAD 83)
 TU0484_MARKER: DB = BENCH MARK DISK
 TU0484_SETTING: 66 = SET IN ROCK OUTCROP
 TU0484_SP_SET: ROCK OUTCROP
 TU0484_STAMPING: N 16 1969
 TU0484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0484+STABILITY: POSITION/ELEVATION WELL
 TU0484
 TU0484  HISTORY     - Date     Condition        Report By
 TU0484  HISTORY     - 1969     MONUMENTED       CGS
 TU0484
 TU0484                          STATION DESCRIPTION
 TU0484
 TU0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0484'0.9 MI NW FROM KAAAWA.
 TU0484'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0484'KAAAWA, 0.15 MILE NORTHWEST OF THE CROUCHING LION INN, ON THE INSIDE
 TU0484'OF A CURVE, IN THE TOP OF A LAVA ROCK OUTCROP WHICH EXTENDS OUT ABOUT
 TU0484'3 FEET FROM A CUT BANK, 23.4 FEET EAST OF THE CENTER LINE OF THE
 TU0484'HIGHWAY, 59 FEET SOUTH OF POWER POLE 279, 145 1/2 FEET NORTH OF POWER
 TU0484'POLE 280, 137 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM A 2-INCH IRON
 TU0484'POST SUPPORTING A KALLANA BAY SIGN, AND ABOUT 3 FEET HIGHER THAN THE
 TU0484'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0068 ***********************************************************************
 TU0068  DESIGNATION -  N 20
 TU0068  PID         -  TU0068
 TU0068  STATE/COUNTY-  HI/HAWAII
 TU0068  USGS QUAD   -  PUU MAKAALA (1981)
 TU0068
 TU0068                         *CURRENT SURVEY CONTROL
 TU0068  ___________________________________________________________________
 TU0068* NAD 83(1986)-  19 32 08.     (N)    155 07 34.     (W)     SCALED    
 TU0068* LOCAL TIDAL -       560.653  (meters)    1839.41   (feet)  ADJ UNCH  
 TU0068  ___________________________________________________________________
 TU0068  GEOID HEIGHT-          20.11  (meters)                     GEOID03
 TU0068
 TU0068  VERT ORDER  -  FIRST     CLASS I
 TU0068
 TU0068.The horizontal coordinates were scaled from a topographic map and have
 TU0068.an estimated accuracy of +/- 6 seconds.
 TU0068
 TU0068.The orthometric height was key entered from printed documents
 TU0068.and not key verified.
 TU0068
 TU0068.The geoid height was determined by GEOID03.
 TU0068
 TU0068;                    North         East    Units  Estimated Accuracy
 TU0068;SPC HI 1     -    77,770.      539,240.      MT  (+/- 180 meters Scaled)
 TU0068
 TU0068                          SUPERSEDED SURVEY CONTROL
 TU0068
 TU0068.No superseded survey control is available for this station.
 TU0068
 TU0068_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB769614(NAD 83)
 TU0068_MARKER: DB = BENCH MARK DISK
 TU0068_SETTING: 66 = SET IN ROCK OUTCROP
 TU0068_SP_SET: BEDROCK
 TU0068_STAMPING: N 20 1975
 TU0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0068+STABILITY: POSITION/ELEVATION WELL
 TU0068
 TU0068  HISTORY     - Date     Condition        Report By
 TU0068  HISTORY     - 1975     MONUMENTED       NGS
 TU0068
 TU0068                          STATION DESCRIPTION
 TU0068
 TU0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0068'1.60 MI SW FROM MOUNTAIN VIEW.
 TU0068'1.60 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 TU0068'MOUNTAIN VIEW, TO THE MARK ON THE RIGHT, IN TOP OF AND NEAR CENTER OF
 TU0068'THE NORTHWEST CONCRETE WINGWALL OF A 39.5 FOOT LONG CONCRETE BOX
 TU0068'CULVERT.  THE CULVERT AND WINGWALL APPEARS TO BE SETTING ON LAVA
 TU0068'BEDROCK, 0.25 MILE NORTHWEST OF MILEPOST 18, 28.5 FEET NORTHWEST OF
 TU0068'THE CENTERLINE OF ST. HWY. 11, 4.4 FEET SOUTHEAST OF THE NORTHWEST END
 TU0068'OF THE WINGWALL, 4.5 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE
 TU0068'CULVERT, AND ABOUT LEVEL WITH HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0862 ***********************************************************************
 TU0862  DESIGNATION -  N 22
 TU0862  PID         -  TU0862
 TU0862  STATE/COUNTY-  HI/MAUI
 TU0862  USGS QUAD   -  
 TU0862
 TU0862                         *CURRENT SURVEY CONTROL
 TU0862  ___________________________________________________________________
 TU0862* NAD 83(1986)-  20 45 00.     (N)    156 27 20.     (W)     SCALED    
 TU0862* LOCAL TIDAL -         2.364  (meters)       7.76   (feet)  ADJUSTED  
 TU0862  ___________________________________________________________________
 TU0862  GEOID HEIGHT-          16.57  (meters)                     GEOID03
 TU0862
 TU0862  VERT ORDER  -  FIRST     CLASS I
 TU0862
 TU0862.The horizontal coordinates were scaled from a topographic map and have
 TU0862.an estimated accuracy of +/- 6 seconds.
 TU0862
 TU0862.The orthometric height was determined by differential leveling
 TU0862.and adjusted by the National Geodetic Survey in December 2003..
 TU0862
 TU0862.The geoid height was determined by GEOID03.
 TU0862
 TU0862;                    North         East    Units  Estimated Accuracy
 TU0862;SPC HI 2     -    46,140.      521,990.      MT  (+/- 180 meters Scaled)
 TU0862
 TU0862                          SUPERSEDED SURVEY CONTROL
 TU0862
 TU0862.No superseded survey control is available for this station.
 TU0862
 TU0862_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH649965(NAD 83)
 TU0862_MARKER: DV = VERTICAL CONTROL DISK
 TU0862_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TU0862+WITH SETTING: PAVEMENT
 TU0862_SP_SET: PLATFORM
 TU0862_STAMPING: N 22 1979
 TU0862_MARK LOGO: NGS   
 TU0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0862+STABILITY: SURFACE MOTION
 TU0862
 TU0862  HISTORY     - Date     Condition        Report By
 TU0862  HISTORY     - 1979     MONUMENTED       NGS
 TU0862
 TU0862                          STATION DESCRIPTION
 TU0862
 TU0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0862'IN KIHEI.
 TU0862'IN KIHEI, AT THE KIHEI POST OFFICE, SET IN TOP OF THE NORTHEAST CORNER
 TU0862'OF THE LEADING PLATFORM ON THE NORTH SIDE OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0898 ***********************************************************************
 TU0898  DESIGNATION -  N 23
 TU0898  PID         -  TU0898
 TU0898  STATE/COUNTY-  HI/MAUI
 TU0898  USGS QUAD   -  PUU O KALI (1992)
 TU0898
 TU0898                         *CURRENT SURVEY CONTROL
 TU0898  ___________________________________________________________________
 TU0898* NAD 83(1986)-  20 42 30.     (N)    156 21 12.     (W)     SCALED    
 TU0898* LOCAL TIDAL -       892.261  (meters)    2927.36   (feet)  ADJUSTED  
 TU0898  ___________________________________________________________________
 TU0898  GEOID HEIGHT-          17.34  (meters)                     GEOID03
 TU0898
 TU0898  VERT ORDER  -  FIRST     CLASS I
 TU0898
 TU0898.The horizontal coordinates were scaled from a topographic map and have
 TU0898.an estimated accuracy of +/- 6 seconds.
 TU0898
 TU0898.The orthometric height was determined by differential leveling
 TU0898.and adjusted by the National Geodetic Survey in December 2003..
 TU0898
 TU0898.The geoid height was determined by GEOID03.
 TU0898
 TU0898;                    North         East    Units  Estimated Accuracy
 TU0898;SPC HI 2     -    41,550.      532,640.      MT  (+/- 180 meters Scaled)
 TU0898
 TU0898                          SUPERSEDED SURVEY CONTROL
 TU0898
 TU0898.No superseded survey control is available for this station.
 TU0898
 TU0898_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH756921(NAD 83)
 TU0898_MARKER: DV = VERTICAL CONTROL DISK
 TU0898_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TU0898_SP_SET: CULVERT HEADWALL
 TU0898_STAMPING: N 23 1979
 TU0898_MARK LOGO: NGS   
 TU0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0898+STABILITY: SURFACE MOTION
 TU0898
 TU0898  HISTORY     - Date     Condition        Report By
 TU0898  HISTORY     - 1979     MONUMENTED       NGS
 TU0898
 TU0898                          STATION DESCRIPTION
 TU0898
 TU0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0898'4.15 MILES SOUTH ALONG HIGHWAY 37 FROM THE KEALAHOU SCHOOL IN WAIAKOA,
 TU0898'SET IN TOP AND 1 FOOT SOUTH OF THE NORTH END OF THE EAST HEADWALL OF A
 TU0898'BOX CULVERT, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0514 ***********************************************************************
 TU0514  DESIGNATION -  N 4
 TU0514  PID         -  TU0514
 TU0514  STATE/COUNTY-  HI/HONOLULU
 TU0514  USGS QUAD   -  KAHUKU (1983)
 TU0514
 TU0514                         *CURRENT SURVEY CONTROL
 TU0514  ___________________________________________________________________
 TU0514* NAD 83(1986)-  21 41 31.     (N)    158 01 17.     (W)     SCALED    
 TU0514* LOCAL TIDAL -         3.708  (meters)      12.17   (feet)  ADJ UNCH  
 TU0514  ___________________________________________________________________
 TU0514  GEOID HEIGHT-          13.31  (meters)                     GEOID03
 TU0514
 TU0514  VERT ORDER  -  FIRST     CLASS II
 TU0514
 TU0514.The horizontal coordinates were scaled from a topographic map and have
 TU0514.an estimated accuracy of +/- 6 seconds.
 TU0514
 TU0514.The orthometric height was key entered from printed documents
 TU0514.and not key verified.
 TU0514
 TU0514.The geoid height was determined by GEOID03.
 TU0514
 TU0514;                    North         East    Units  Estimated Accuracy
 TU0514;SPC HI 3     -    58,160.      497,790.      MT  (+/- 180 meters Scaled)
 TU0514
 TU0514                          SUPERSEDED SURVEY CONTROL
 TU0514
 TU0514.No superseded survey control is available for this station.
 TU0514
 TU0514_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ012990(NAD 83)
 TU0514_MARKER: DJ = TIDAL STATION DISK
 TU0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0514_STAMPING: N 4 1927
 TU0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0514+STABILITY: SURFACE MOTION
 TU0514
 TU0514  HISTORY     - Date     Condition        Report By
 TU0514  HISTORY     - 1927     MONUMENTED       CGS
 TU0514  HISTORY     - 1969     GOOD             NGS
 TU0514  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0514  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0514
 TU0514                          STATION DESCRIPTION
 TU0514
 TU0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0514'5.35 MI NW FROM KAHUKU.
 TU0514'5.2 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0514'COMPANY HEADQUARTERS AT KAHUKU, THENCE 0.15 MILE SOUTHWEST ALONG A
 TU0514'DIRT ROAD, AT THE END OF THE ROAD, ABOUT 400 FEET NORTHWEST OF THE
 TU0514'HIGHWAY, ABOUT 120 YARDS SOUTH OF KUKAIMANINI ISLAND, 333 FEET
 TU0514'NORTHEAST OF A GROUP OF PILINGS THAT ARE THE REMAINS OF AN OLD
 TU0514'RAILROAD BRIDGE, 19.5 FEET EAST OF THE NORTHEAST ONE OF A CLUMP OF
 TU0514'THREE DATE TREES, 20 FEET SOUTHEAST OF THE SHORELINE BANK, 30 FEET
 TU0514'NORTH OF A CLUMP OF BRUSH IN THE SMALL LOOP AT THE END OF THE ROAD,
 TU0514'154 FEET SOUTHWEST OF THREE LARGE AUSTRALIAN PINES, 15 FEET NORTHWEST
 TU0514'OF THE CENTER LINE OF A TRACK ROAD FORMER RAILROAD BED, AND SET IN THE
 TU0514'TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND. NOTE--
 TU0514'THE TOP OF THE POST IS NOT QUITE LEVEL AND SINCE IT IS SET IN SANDY
 TU0514'SOIL IT COULD POSSIBLY HAVE BEEN PUSHED SOMEHOW, AND SHOULD BE USED
 TU0514'WITH CAUTION.
 TU0514
 TU0514                          STATION RECOVERY (1981)
 TU0514
 TU0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0514'MARK NOT FOUND.
 TU0514
 TU0514                          STATION RECOVERY (2006)
 TU0514
 TU0514'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0514'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0181 ***********************************************************************
 TU0181  DESIGNATION -  N 5
 TU0181  PID         -  TU0181
 TU0181  STATE/COUNTY-  HI/MAUI
 TU0181  USGS QUAD   -  PAIA (1997)
 TU0181
 TU0181                         *CURRENT SURVEY CONTROL
 TU0181  ___________________________________________________________________
 TU0181* NAD 83(1986)-  20 52 01.     (N)    156 27 19.     (W)     SCALED    
 TU0181* LOCAL TIDAL -        23.223  (meters)      76.19   (feet)  ADJUSTED  
 TU0181  ___________________________________________________________________
 TU0181  GEOID HEIGHT-          16.01  (meters)                     GEOID03
 TU0181
 TU0181  VERT ORDER  -  FIRST     CLASS I
 TU0181
 TU0181.The horizontal coordinates were scaled from a topographic map and have
 TU0181.an estimated accuracy of +/- 6 seconds.
 TU0181
 TU0181.The orthometric height was determined by differential leveling
 TU0181.and adjusted by the National Geodetic Survey in December 2003..
 TU0181
 TU0181.The geoid height was determined by GEOID03.
 TU0181
 TU0181;                    North         East    Units  Estimated Accuracy
 TU0181;SPC HI 2     -    59,090.      522,000.      MT  (+/- 180 meters Scaled)
 TU0181
 TU0181                          SUPERSEDED SURVEY CONTROL
 TU0181
 TU0181.No superseded survey control is available for this station.
 TU0181
 TU0181_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ647095(NAD 83)
 TU0181_MARKER: DB = BENCH MARK DISK
 TU0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0181_STAMPING: N 5 1950
 TU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0181+STABILITY: SURFACE MOTION
 TU0181
 TU0181  HISTORY     - Date     Condition        Report By
 TU0181  HISTORY     - 1950     MONUMENTED       CGS
 TU0181  HISTORY     - 1968     GOOD             CGS
 TU0181  HISTORY     - 1969     GOOD             CGS
 TU0181  HISTORY     - 1979     GOOD             NGS
 TU0181  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0181
 TU0181                          STATION DESCRIPTION
 TU0181
 TU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0181'IN PUUNENE.
 TU0181'IN THE SOUTH ANGLE OF THE MAIN INTERSECTION IN PUUNENE, WHERE PUUNENE
 TU0181'AVE. CONTINUES SOUTHEAST AND STATE HIGHWAY 35 TURNS RIGHT TOWARDS
 TU0181'KIHEI.  IN A GRASS AND WEED AREA AT NORTH CORNER OF THE LARGE, BARE,
 TU0181'VEHICLE AREA OF THE SUGAR CO.  30 FEET SOUTHEAST OF THE CENTER LINE OF
 TU0181'STATE HIGHWAY 35, 105.5 FEET SOUTHWEST OF CENTER LINE OF PUUNENE AVE.,
 TU0181'92 FEET NORTHWEST OF NORTHWEST CORNER OF THE PUUNENE CHEVRON SERVICE
 TU0181'STATION, 9.6 FEET NORTHWEST OF A WHITE, IRON-PIPE, CHEVRON SIGNPOST,
 TU0181'5.2 FEET EAST OF A HIGHWAY SIGN HAWAII 35 WITH A DIAGONAL ARROW, 16
 TU0181'INCHES SOUTHWEST OF A WHITE WITNESS POST, ABOUT 140 FEET
 TU0181'WEST-SOUTHWEST, ACROSS PUUNENE AVE., FROM THE HC AND S CO. SURVEY AND
 TU0181'MAPPING OFFICE, AND SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU0181'MONUMENT THAT PROJECTS 6 INCHES ABOVE GROUND, AND IS PAINTED YELLOW.
 TU0181
 TU0181                          STATION RECOVERY (1969)
 TU0181
 TU0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0181'RECOVERED IN GOOD CONDITION.
 TU0181
 TU0181                          STATION RECOVERY (1979)
 TU0181
 TU0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0181'RECOVERED IN GOOD CONDITION.
 TU0181
 TU0181                          STATION RECOVERY (1981)
 TU0181
 TU0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0181'IT PROGABLY WAS DESTROYED WHEN THE PARKING LOT BY THE SERVICE STATION
 TU0181'WAS CHANGED, AS IT WAS SUPPOSED TO BE STICKING OUT OF THE GROUND
 TU0181'ABOUT 6 INCHES. THERE IS NOTHING IN THE AREA NOW, GRASS AND WEEDS ARE
 TU0181'GROWING THERE BUT NO SIGN OF ANY CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0300 ***********************************************************************
 TU0300  DESIGNATION -  N 5
 TU0300  PID         -  TU0300
 TU0300  STATE/COUNTY-  HI/HONOLULU
 TU0300  USGS QUAD   -  HONOLULU (1983)
 TU0300
 TU0300                         *CURRENT SURVEY CONTROL
 TU0300  ___________________________________________________________________
 TU0300* NAD 83(1986)-  21 17 04.     (N)    157 50 15.     (W)     SCALED    
 TU0300* LOCAL TIDAL -         0.745  (meters)       2.44   (feet)  ADJ UNCH  
 TU0300  ___________________________________________________________________
 TU0300  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU0300
 TU0300  VERT ORDER  -  FIRST     CLASS II
 TU0300
 TU0300.The horizontal coordinates were scaled from a topographic map and have
 TU0300.an estimated accuracy of +/- 6 seconds.
 TU0300
 TU0300.The orthometric height was key entered from printed documents
 TU0300.and not key verified.
 TU0300
 TU0300.The geoid height was determined by GEOID03.
 TU0300
 TU0300;                    North         East    Units  Estimated Accuracy
 TU0300;SPC HI 3     -    13,050.      516,860.      MT  (+/- 180 meters Scaled)
 TU0300
 TU0300                          SUPERSEDED SURVEY CONTROL
 TU0300
 TU0300.No superseded survey control is available for this station.
 TU0300
 TU0300_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ205540(NAD 83)
 TU0300_MARKER: DB = BENCH MARK DISK
 TU0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0300_SP_SET: BUILDING
 TU0300_STAMPING: N 5 1967
 TU0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0300
 TU0300  HISTORY     - Date     Condition        Report By
 TU0300  HISTORY     - 1967     MONUMENTED       CGS
 TU0300  HISTORY     - 1969     GOOD             NGS
 TU0300  HISTORY     - 19990321 MARK NOT FOUND   USPSQD
 TU0300
 TU0300                          STATION DESCRIPTION
 TU0300
 TU0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU0300'IN HONOLULU.
 TU0300'LOCATED AT THE NORTHWEST END OF THE WAIKIKI DISTRICT OF HONOLULU AND
 TU0300'ALONG THE SOUTHWEST SIDE OF ALA MOANA BLVD., IN THE BASEMENT PARKING
 TU0300'GARAGE OF THE ILIKAI HOTEL, JUST INSIDE THE ALA MOANA EXIT OF THE
 TU0300'GARAGE.  THE RAMP LEADING UP FROM THIS EXIT IS 95 FEET NORTHWEST OF
 TU0300'ALA MOANA ENTRANCE OF THE HOTEL AND IMMEDIATELY EWA OF THE LARGE WATER
 TU0300'FOUNTAIN IN FRONT OF THE HOTEL.  THE MARK IS 96 FEET SOUTHWEST OF THE
 TU0300'CENTER-LINE OF THE HOTEL DRIVEWAY, 24.7 FEET INSIDE THE BASEMENT FROM
 TU0300'THE EXIT AND BOTTOM OF THE RAMP, AND CEMENTED VERTICALLY, 4 INCHES
 TU0300'ABOVE THE FLOOR, IN A DRILL HOLE IN THE ALA MOANA SIDE OF A
 TU0300'30-INCH-DIAMETER, CONCRETE COLUMN THAT IS IN LINE WITH THE RAMP.
 TU0300
 TU0300                          STATION RECOVERY (1969)
 TU0300
 TU0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0300'RECOVERED IN GOOD CONDITION.
 TU0300
 TU0300                          STATION RECOVERY (1999)
 TU0300
 TU0300'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0220 ***********************************************************************
 TU0220  DESIGNATION -  N 6
 TU0220  PID         -  TU0220
 TU0220  STATE/COUNTY-  HI/MAUI
 TU0220  USGS QUAD   -  PAIA (1997)
 TU0220
 TU0220                         *CURRENT SURVEY CONTROL
 TU0220  ___________________________________________________________________
 TU0220* NAD 83(1986)-  20 53 41.     (N)    156 25 40.     (W)     SCALED    
 TU0220* LOCAL TIDAL -        10.286  (meters)      33.75   (feet)  ADJ UNCH  
 TU0220  ___________________________________________________________________
 TU0220  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU0220
 TU0220  VERT ORDER  -  FIRST     CLASS II
 TU0220
 TU0220.The horizontal coordinates were scaled from a topographic map and have
 TU0220.an estimated accuracy of +/- 6 seconds.
 TU0220
 TU0220.The orthometric height was key entered from printed documents
 TU0220.and not key verified.
 TU0220
 TU0220.The geoid height was determined by GEOID03.
 TU0220
 TU0220;                    North         East    Units  Estimated Accuracy
 TU0220;SPC HI 2     -    62,170.      524,850.      MT  (+/- 180 meters Scaled)
 TU0220
 TU0220                          SUPERSEDED SURVEY CONTROL
 TU0220
 TU0220.No superseded survey control is available for this station.
 TU0220
 TU0220_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ675126(NAD 83)
 TU0220_MARKER: DB = BENCH MARK DISK
 TU0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0220_SP_SET: CONCRETE PAD
 TU0220_STAMPING: N 6 1950
 TU0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0220
 TU0220  HISTORY     - Date     Condition        Report By
 TU0220  HISTORY     - 1950     MONUMENTED       CGS
 TU0220  HISTORY     - 1968     GOOD             CGS
 TU0220  HISTORY     - 1973     GOOD             NGS
 TU0220  HISTORY     - 1979     MARK NOT FOUND   NGS
 TU0220
 TU0220                          STATION DESCRIPTION
 TU0220
 TU0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0220'2 MI ENE FROM KAHULUI.
 TU0220'LOCATED ALONG THE SOUTHEAST EDGE OF THE KAHULUI AIRPORT, 0.25 MILE
 TU0220'NORTHEAST FROM THE HAWAIIAN EQUIPMENT CO. AND 150 YARDS NORTHEAST OF A
 TU0220'LARGE QUONSET BUILDING, AT THE SOUTH CORNER OF A LARGE,
 TU0220'SLIGHTLY-RAISED, 63 X 70-FOOT CONCRETE PAD THAT HAS 2 SMALL BUILDINGS
 TU0220'ON IT.  44.0 FEET NORTHWEST OF AIRPORT BOUNDARY FENCE, 126 FEET
 TU0220'NORTHEAST OF A GATE, 6 INCHES SOUTHWEST OF SOUTHWEST CORNER OF PAD, 4
 TU0220'FEET NORTHEAST OF OUTSIDE EDGE OF CONCRETE WALK, 22.5 FEET SOUTHEAST
 TU0220'OF EDGE OF A RAMP, 18 FEET SOUTHWEST OF A PIPE WITH VALVES, AND
 TU0220'CEMENTED IN A DRILL HOLE IN THE WALK, ABOUT 4 INCHES LOWER THAN THE
 TU0220'CONCRETE PAD.  NOTE-- THE OLD CONTROL TOWER IS GONE, BUT THE CONCRETE
 TU0220'FOUNDATION REMAINS.
 TU0220
 TU0220                          STATION RECOVERY (1973)
 TU0220
 TU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TU0220'RECOVERED IN GOOD CONDITION.
 TU0220
 TU0220                          STATION RECOVERY (1979)
 TU0220
 TU0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0005 ***********************************************************************
 TU0005  DESIGNATION -  N TEL BORESIGHT POLE
 TU0005  PID         -  TU0005
 TU0005  STATE/COUNTY-  HI/HAWAII
 TU0005  USGS QUAD   -  KA LAE (1982)
 TU0005
 TU0005                         *CURRENT SURVEY CONTROL
 TU0005  ___________________________________________________________________
 TU0005* NAD 83(1986)-  18 56 32.     (N)    155 41 04.     (W)     SCALED    
 TU0005* LOCAL TIDAL -       110.542  (meters)     362.67   (feet)  ADJ UNCH  
 TU0005  ___________________________________________________________________
 TU0005  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU0005
 TU0005  VERT ORDER  -  SECOND    CLASS 0
 TU0005
 TU0005.The horizontal coordinates were scaled from a topographic map and have
 TU0005.an estimated accuracy of +/- 6 seconds.
 TU0005
 TU0005.The orthometric height was key entered from printed documents
 TU0005.and not key verified.
 TU0005
 TU0005.The geoid height was determined by GEOID03.
 TU0005
 TU0005;                    North         East    Units  Estimated Accuracy
 TU0005;SPC HI 1     -    12,060.      480,570.      MT  (+/- 180 meters Scaled)
 TU0005
 TU0005                          SUPERSEDED SURVEY CONTROL
 TU0005
 TU0005.No superseded survey control is available for this station.
 TU0005
 TU0005_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA172965(NAD 83)
 TU0005_MARKER: Z = SEE DESCRIPTION
 TU0005_SETTING: 0 = UNSPECIFIED SETTING
 TU0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0005
 TU0005  HISTORY     - Date     Condition        Report By
 TU0005  HISTORY     - UNK      MONUMENTED       CGS
 TU0005  HISTORY     - 1964     GOOD             NGS
 TU0005
 TU0005                          STATION DESCRIPTION
 TU0005
 TU0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0005'0.25 MI N FROM PMR S PT TRACKING FACILITY.
 TU0005'0.25 MILE NORTH ALONG A NARROW ASPHALT ROAD FROM THE SOUTH POINT
 TU0005'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, THENCE 0.15 MILE WEST
 TU0005'ALONG A TRACK ROAD, INSIDE A FENCED ENCLOSURE, 130 FEET WEST-NORTHWEST
 TU0005'OF THE GATE INTO THE ENCLOSURE AND 39 FEET EAST OF A FENCE. AN
 TU0005'ELEVATION WAS ESTABLISHED ON THE CENTER OF THE BOLT SECURING AN
 TU0005'EAST-WEST CROSSARM AT THE TOP OF THE POLE, WHICH IS ABOUT 80 FEET IN
 TU0005'OVERALL HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2470 ***********************************************************************
 TU2470  DESIGNATION -  NA PUU A PELE RESET
 TU2470  PID         -  TU2470
 TU2470  STATE/COUNTY-  HI/HAWAII
 TU2470  USGS QUAD   -  POHUE BAY (1995)
 TU2470
 TU2470                         *CURRENT SURVEY CONTROL
 TU2470  ___________________________________________________________________
 TU2470* NAD 83(1993)-  19 01 37.47644(N)    155 51 11.18103(W)     ADJUSTED  
 TU2470* LOCAL TIDAL -        74.7    (meters)     245.     (feet)  VERT ANG  
 TU2470  ___________________________________________________________________
 TU2470  EPOCH DATE  -        1993.62
 TU2470  LAPLACE CORR-          11.89  (seconds)                    DEFLEC99
 TU2470  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU2470
 TU2470  HORZ ORDER  -  SECOND
 TU2470
 TU2470.The horizontal coordinates were established by classical geodetic methods
 TU2470.and adjusted by the National Geodetic Survey in December 1998..
 TU2470.The horizontal coordinates are valid at the epoch date displayed above.
 TU2470.The epoch date for horizontal control is a decimal equivalence
 TU2470.of Year/Month/Day.
 TU2470
 TU2470.The orthometric height was determined by vertical angle observations.
 TU2470
 TU2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2470
 TU2470.The geoid height was determined by GEOID03.
 TU2470
 TU2470;                    North         East     Units Scale Factor Converg.
 TU2470;SPC HI 1     -    21,482.331   462,827.847   MT  0.99998374   -0 06 54.4
 TU2470;UTM  05      - 2,106,262.759   199,661.113   MT  1.00071522   -0 55 51.1
 TU2470
 TU2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2470!SPC HI 1     -   0.99998582  x   0.99998374  =   0.99996956
 TU2470!UTM  05      -   0.99998582  x   1.00071522  =   1.00070103
 TU2470
 TU2470|---------------------------------------------------------------------|
 TU2470| PID    Reference Object                     Distance      Geod. Az  |
 TU2470|                                                           dddmmss.s |
 TU2470| CN5940 NA PUU A PELE RM 2                    8.298 METERS 00455     |
 TU2470| TU2455 HAPAIMANU                           APPROX.19.2 KM 0321239.1 |
 TU2470| TU2452 IHUANU                              APPROX.19.6 KM 0400946.8 |
 TU2470| TU2453 HALEPOHAHA                          APPROX.17.9 KM 0442236.5 |
 TU2470| TU2472 NA PUU A PELE RM 3                    5.346 METERS 09756     |
 TU2470| CN5939 NA PUU A PELE RM 1                    5.095 METERS 15143     |
 TU2470| TU2476 AHULOA                              APPROX. 8.7 KM 3183437.8 |
 TU2470| TU2475 HANAKEAUMOE RESET                   APPROX.10.1 KM 3260347.5 |
 TU2470|---------------------------------------------------------------------|
 TU2470
 TU2470                          SUPERSEDED SURVEY CONTROL
 TU2470
 TU2470  NAD 83(1986)-  19 01 37.46975(N)    155 51 11.23105(W) AD(       ) 2
 TU2470  OLD HI      -  19 01 48.27400(N)    155 51 21.26600(W) AD(       ) 2
 TU2470
 TU2470.Superseded values are not recommended for survey control.
 TU2470.NGS no longer adjusts projects to the OLD HI datum.
 TU2470.See file dsdata.txt to determine how the superseded data were derived.
 TU2470
 TU2470_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9966106263(NAD 83)
 TU2470_MARKER: DS = TRIANGULATION STATION DISK
 TU2470_SETTING: 66 = SET IN ROCK OUTCROP
 TU2470_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TU2470
 TU2470  HISTORY     - Date     Condition        Report By
 TU2470  HISTORY     - 1948     MONUMENTED       CGS
 TU2470  HISTORY     - 1968     GOOD             CGS
 TU2470  HISTORY     - 1979     GOOD             NOS
 TU2470
 TU2470                          STATION DESCRIPTION
 TU2470
 TU2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2470'THE STATION WAS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  A
 TU2470'STANDARD STATION DISK WAS SET INTO THE ORIGINAL DRILL HOLE AND TWO
 TU2470'REFERENCE MARKS WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS--
 TU2470'
 TU2470'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGHER OF SEVERAL,
 TU2470'ROUNDED, CINDER CONES WHICH LIE ALONG THE COAST EAST OF AWILI
 TU2470'POINT.  THE STATION IS ABOUT 4 MILES WEST NORTHWEST OF POHUE BAY,
 TU2470'ABOUT 2 MILES EAST SOUTHEAST OF KAUNA POINT LIGHTHOUSE AND ABOUT
 TU2470'300 YARDS EAST OF THE BEACH.
 TU2470'
 TU2470'THE STATION IS BEST REACHED, BY BOAT, FROM THE VILLAGE OF
 TU2470'MILOLII.  A LANDING CAN BE MADE IN A SMALL COVE AT THE FOOT OF THE
 TU2470'STATION HILL.  STATION CAN ALSO BE REACHED, BY TRAIL, FROM THE
 TU2470'HIGHWAY WHICH RUNS BETWEEN NAALEHU AND CAPTAIN COOK.  THE TRAIL
 TU2470'STARTS 14.7 MILES NORTHWEST OF THE SCHOOL HOUSE AND CHURCH IN THE
 TU2470'VILLAGE OF WAIOHINU.  THIS IS ABOUT A 9 MILE PACK AND HORSES CAN
 TU2470'BE OBTAINED AT THE KAHUKU RANCH.  NO WATER IS OBTAINABLE AFTER
 TU2470'LEAVING TRUCK.
 TU2470'
 TU2470'THE STATION IS A STANDARD DISK, STAMPED NA PUU A PELE 1948, SET IN
 TU2470'THE CENTER OF A TRIANGLE WHICH IS CARVED INTO A FLAT ROCK WHICH IS
 TU2470'FLUSH WITH THE SURFACE OF THE GROUND.
 TU2470'
 TU2470'A ROCK CAIRN WAS BUILT OVER THE STATION.
 TU2470'
 TU2470'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NA PUU A PELE
 TU2470'1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2470'SURFACE OF THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 TU2470'
 TU2470'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED NA PUU A PELE
 TU2470'2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 TU2470'4 INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2470
 TU2470                          STATION RECOVERY (1968)
 TU2470
 TU2470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2470'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  IT IS
 TU2470'NOW POSSIBLE TO DRIVE NEAR STATION WITH 4-WHEEL DRIVE.  A
 TU2470'DISCREPANCY WAS NOTED IN THE DISTANCE TO RM NO. 1.  A COMPLETE
 TU2470'DESCRIPTION FOLLOWS--
 TU2470'
 TU2470'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTH-SOUTHEAST OF MILOLII,
 TU2470'10 MILES NORTHWEST OF SOUTH POINT AND 6 MILES SOUTHWEST OF STATE
 TU2470'HIGHWAY AND THE SOUTHWEST CORNER OF HAWAIIAN OCEAN VIEW ESTATES, AT
 TU2470'ABOUT 245 FEET ELEVATION, ON THE WESTERN AND HIGHEST ONE OF A
 TU2470'GROUP OF LOW, BARE HILLS.  IT IS ABOUT 1600 FEET NORTH OF THE SEA,
 TU2470'1600 FEET NORTHEAST OF A LARGE, WHITE, BOMBING TARGET, AND
 TU2470'1/2-MILE NORTHWEST OF AWILI POINT.
 TU2470'
 TU2470'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2470'STATE HIGHWAY 11 FOR 24.5 MILES TO MANUKA STATE PARK ON
 TU2470'LEFT.  CONTINUE FOR 1.8 MILES TO SIGN ON RIGHT TO THE SEA
 TU2470'DRIVE.  TURN RIGHT AND FOLLOW GRAVEL ROAD SOUTHWEST FOR 3.2 MILES
 TU2470'TO GATE.  PASS THROUGH GATE AND CONTINUE FOR 2.5 MILES TO SIDE ROAD
 TU2470'RIGHT.  TURN SHARP RIGHT AND GO 0.1 MILE.  TAKE SIDE ROAD LEFT
 TU2470'AND GO ACROSS ROUGH LAVA AREA FOR 0.55 MILE.  TAKE RIGHT FORK AND
 TU2470'GO 0.25 MILE TO END OF TRUCK TRAVEL BETWEEN TWO LOW HILLS, JUST
 TU2470'ABOVE SEA.  PACK WESTERLY ALONG BASE OF HILLS ABOUT 3/4-MILE TO
 TU2470'STATION.
 TU2470'
 TU2470'STATION MARK IS A STANDARD DISK (NO STAMPING IS VISIBLE), CEMENTED
 TU2470'IN A DRILL HOLE IN ROCK FLUSH WITH GROUND.  THERE IS A CAIRN WITH
 TU2470'SIGNAL IN CENTER, BUILT OVER THE MARK.
 TU2470'
 TU2470'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NA PUU A PELE
 TU2470'1 1948, CEMENTED IN A DRILL HOLE IN A SMOOTH BEDROCK OUTCROP THAT
 TU2470'PROJECTS 1 INCH ABOVE GROUND.  IT IS 2 FEET LOWER THAN STATION
 TU2470'MARK.
 TU2470'
 TU2470'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NA PUU A PELE
 TU2470'2 1948, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS
 TU2470'2 INCHES ABOVE GROUND.  IT IS 3.75 FEET LOWER THAN STATION MARK.
 TU2470
 TU2470                          STATION RECOVERY (1979)
 TU2470
 TU2470'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2470'STATION WAS RECOVERED IN GOOD CONDITION. IT WAS REACHED
 TU2470'BY LANDING A SMALL BOAT NEAR THE HILL AND HIKING UP TO
 TU2470'THE STATION. A NEW REFERENCE MARK WAS SET FOR USE WITH
 TU2470'A RAYDIST TOWER. IT IS A STANDARD NOS DISK
 TU2470'STAMPED---NA PUU A PELE 1891 RM 3 1979---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3455 ***********************************************************************
 TU3455  DESIGNATION -  NA PUU KULUA 2
 TU3455  PID         -  TU3455
 TU3455  STATE/COUNTY-  HI/MAUI
 TU3455  USGS QUAD   -  ILIO POINT (1993)
 TU3455
 TU3455                         *CURRENT SURVEY CONTROL
 TU3455  ___________________________________________________________________
 TU3455* NAD 83(1993)-  21 09 34.46885(N)    157 13 57.08543(W)     ADJUSTED  
 TU3455* LOCAL TIDAL -       166.81   (meters)     547.3    (feet)  LEVELING  
 TU3455  ___________________________________________________________________
 TU3455  EPOCH DATE  -        1993.62
 TU3455  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 TU3455  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU3455
 TU3455  HORZ ORDER  -  SECOND
 TU3455  VERT ORDER  -  THIRD ?
 TU3455
 TU3455.The horizontal coordinates were established by classical geodetic methods
 TU3455.and adjusted by the National Geodetic Survey in December 1998..
 TU3455.The horizontal coordinates are valid at the epoch date displayed above.
 TU3455.The epoch date for horizontal control is a decimal equivalence
 TU3455.of Year/Month/Day.
 TU3455
 TU3455.The orthometric height was determined by differential leveling.
 TU3455.The vertical network tie was performed by a horz. field party for horz.
 TU3455.obs reductions. Reset procedures were used to establish the elevation.
 TU3455
 TU3455.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3455
 TU3455.The geoid height was determined by GEOID03.
 TU3455
 TU3455;                    North         East     Units Scale Factor Converg.
 TU3455;SPC HI 2     -    91,577.995   441,231.620   MT  1.00000933   -0 12 15.3
 TU3455;UTM  04      - 2,340,830.348   683,517.432   MT  1.00001620   +0 38 17.4
 TU3455
 TU3455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3455!SPC HI 2     -   0.99997134  x   1.00000933  =   0.99998067
 TU3455!UTM  04      -   0.99997134  x   1.00001620  =   0.99998753
 TU3455
 TU3455:                Primary Azimuth Mark                     Grid Az
 TU3455:SPC HI 2     -  PUU APALU TANK                           007 50 43.0
 TU3455:UTM  04      -  PUU APALU TANK                           007 00 10.3
 TU3455
 TU3455|---------------------------------------------------------------------|
 TU3455| PID    Reference Object                     Distance      Geod. Az  |
 TU3455|                                                           dddmmss.s |
 TU3455| TU3448 PUU APALU TANK                      APPROX. 1.9 KM 0073827.7 |
 TU3455| CN5113 NA PUU KULUA CROSS 2 ESE              4.846 METERS 11240     |
 TU3455| CN5115 NA PUU KULUA CROSS 3 SSW              5.474 METERS 20234     |
 TU3455| CN5114 NA PUU KULUA CROSS 1 NW               5.550 METERS 33619     |
 TU3455| TU3464 ILIO PT COAST GUARD LORAN MAST      APPROX. 6.8 KM 3383431.9 |
 TU3455|---------------------------------------------------------------------|
 TU3455
 TU3455                          SUPERSEDED SURVEY CONTROL
 TU3455
 TU3455  NAD 83(1986)-  21 09 34.42696(N)    157 13 57.04058(W) AD(       ) 2
 TU3455  OLD HI      -  21 09 45.87900(N)    157 14 07.18000(W) AD(       ) 2
 TU3455
 TU3455.Superseded values are not recommended for survey control.
 TU3455.NGS no longer adjusts projects to the OLD HI datum.
 TU3455.See file dsdata.txt to determine how the superseded data were derived.
 TU3455
 TU3455_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8351740830(NAD 83)
 TU3455_MARKER: Z = SEE DESCRIPTION
 TU3455_SETTING: 0 = UNSPECIFIED SETTING
 TU3455
 TU3455  HISTORY     - Date     Condition        Report By
 TU3455  HISTORY     - 1925     MONUMENTED       CGS
 TU3455  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU3455  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3455
 TU3455                          STATION DESCRIPTION
 TU3455
 TU3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3455'IN THE SAME POSITION, VERY CLOSELY, AS NAPUUKULUA, WHICH WAS
 TU3455'SEARCHED FOR AND ONLY THE REFERENCE MARKS FOUND, THE CENTER POST
 TU3455'BEING COMPLETELY GONE.  THE THREE REFERENCE MARKS, CROSSES ON
 TU3455'HEAVY BOWLDERS, SHOWED SUCH DISCREPANCIES IN THE DISTANCES BETWEEN
 TU3455'THEM AS COMPARED WITH THE ORIGINAL DISTANCES THAT A NEW MARK PUT
 TU3455'IN WAS CALLED NA PUU KULUA 2, AND THE OLD STATION CONSIDERED
 TU3455'LOST.  THE STATION IS ON THE NORTHWESTERN OF THE TWO HILLS OF
 TU3455'THE SAME NAME STANDING TOGETHER 1-1/2 MILES INLAND FROM THE WEST
 TU3455'COAST OF MOLOKAI.  THESE HILLS SHOW UP PROMINENTLY FROM THE
 TU3455'VICINITY OF PAPOHAKU BEACH, AND THE RUINS OF THE HEIAU (TEMPLE)
 TU3455'ON THE NORTHWEST HILL, IN THE CENTER OF WHICH IS THE
 TU3455'STATION, SHOW UP SQUARE AND BOXLIKE AGAINST THE HORIZON.
 TU3455'STATION MARKED BY A STANDARD DISK STATION MARK SET IN TOP
 TU3455'OF AN IRON PIPE WHICH IS FIRMLY EMBEDDED IN A MASS OF
 TU3455'CONCRETE AND THE LARGE ROCKS OF THE TEMPLE, THE MARK BEING
 TU3455'FLUSH WITH THE TOP OF THE TEMPLE.  THE PRESENT DISTANCES
 TU3455'BETWEEN THE REFERENCE MARKS ARE--NOS. 1 TO 2, 31.65 FEET.
 TU3455'NOS. 2 TO 3, 24.05 FEET.  AND NOS. 3 TO 1, 33.14 FEET.  THE
 TU3455'AZIMUTHS AND DISTANCES OF THESE MARKS FROM THE NEW STATION
 TU3455'ARE AS FOLLOWS--NO. 1, 156 DEG 17 MIN, 5.565 METERS (18.26
 TU3455'FEET).  NO. 2, 292 DEG 35 MIN, 4.870 METERS
 TU3455'(15.98 FEET).  AND NO. 3, 22 DEG 43 MIN, 5.485 METERS (18.00 FEET).
 TU3455
 TU3455                          STATION RECOVERY (1932)
 TU3455
 TU3455'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1932
 TU3455'MARK WAS FOUND AS STATED IN THE DESCRIPTION.  TIES CHECK.  STATION
 TU3455'IS NOW MARKED WITH A TYPE B MONUMENT.
 TU3455
 TU3455                          STATION RECOVERY (1962)
 TU3455
 TU3455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3455'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 TU3455'CONDITION.  THREE REFERENCE CROSSES ON STONES WERE ALSO
 TU3455'RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3455'
 TU3455'STATION IS LOCATED, AIRLINE, ABOUT 2-1/4 MILES NORTHWEST OF THE
 TU3455'VILLAGE OF MAUNA LOA, 4-1/2 MILES SOUTH-SOUTHEAST OF ILIO POINT,
 TU3455'AND 6-1/2 MILES NORTHEAST OF LAAU POINT.  ON THE SUMMIT OF THE
 TU3455'NORTHWEST AND SLIGHTLY LOWER ONE OF TWO SIMILAR HILLS THAT SET
 TU3455'ABOUT 1/4 MILE APART.  THERE IS AN OLD BUILDING ON THE SOUTHEAST
 TU3455'HILL.
 TU3455'
 TU3455'TO REACH STATION FROM THE POST OFFICE IN MAUNA LOA, GO WEST ON
 TU3455'STATE HIGHWAY 46 FOR 0.3 MILE TO A SIDE ROAD LEFT ABOUT 100 YARDS
 TU3455'NORTH OF END OF GUARD RAIL ON CURVE.  TURN SHARP LEFT AND FOLLOW
 TU3455'GRADED ROAD SOUTHWEST FOR 1.0 MILE TO T-INTERSECTION.  GO RIGHT
 TU3455'AND FOLLOW CINDER ROAD FOR 0.4 MILE TO FORK.  TAKE RIGHT FORK AND
 TU3455'GO 0.25 MILE TO STATION POHAKULOA ON THE RIGHT.  CONTINUE
 TU3455'WESTERLY ON GRADED ROAD FOR 1.05 MILES, CROSS WASH AND CONTINUE
 TU3455'ON GRADED ROAD ALONG FENCE LINE FOR 0.5 MILE TO A LOCKED GATE.
 TU3455'PASS THROUGH GATE AND CONTINUE FOR 0.4 MILE TO A T-INTERSECTION
 TU3455'JUST LEFT OF A CATTLE GUARD.  TURN RIGHT, ACROSS CATTLE
 TU3455'GUARD, AND FOLLOW WIDE SAND ROAD FOR 1.5 MILES TO A DIRT
 TU3455'CROSSROAD.  TURN RIGHT AND GO NORTHWEST FOR 1.2 MILES TO A
 TU3455'SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A
 TU3455'CROSS ROAD.  TURN RIGHT AND FOLLOW TRACK ROAD EAST AND
 TU3455'SOUTHEAST UPGRADE FOR 1.85 MILES TO A FORK JUST BEFORE
 TU3455'REACHING FENCE LINE.  TAKE LEFT FORK ALONG LEFT SIDE OF FENCE
 TU3455'AND GO 0.55 MILE TO A FORK.  CONTINUE AHEAD ON RIGHT FORK FOR 50
 TU3455'YARDS TO ANOTHER FORK.  TAKE LEFT FORK, PASSING AROUND RIGHT
 TU3455'SIDE OF HILL WITH BUILDING ON IT, FOR 0.35 MILE, TURN LEFT OFF OF
 TU3455'ROAD AND GO CROSSCOUNTRY 0.15 MILE TO TOP OF HILL AND STATION.
 TU3455'
 TU3455'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 TU3455'CONCRETE MONUMENT.  THE HAWAII TERRITORIAL SURVEY HAS BUILT A TYPE
 TU3455'B SUPERSTRUCTURE OVER THE MARK.  THIS CONSISTS OF A 6-FOOT-SQUARE
 TU3455'CONCRETE PLATFORM PROJECTING ABOUT 2 FEET ABOVE GROUND.  A RED AND
 TU3455'WHITE METAL TARGET SETS OVER THE MARK AND EXTENDS ABOUT 8 FEET
 TU3455'ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1987 ***********************************************************************
 TU1987  DESIGNATION -  NA RESET
 TU1987  PID         -  TU1987
 TU1987  STATE/COUNTY-  HI/KAUAI
 TU1987  USGS QUAD   -  HAENA (1983)
 TU1987
 TU1987                         *CURRENT SURVEY CONTROL
 TU1987  ___________________________________________________________________
 TU1987* NAD 83(1993)-  22 10 08.26131(N)    159 36 33.97997(W)     ADJUSTED  
 TU1987* LOCAL TIDAL -      1221.     (meters)    4006.     (feet)  SCALED    
 TU1987  ___________________________________________________________________
 TU1987  EPOCH DATE  -        1993.62
 TU1987  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 TU1987  GEOID HEIGHT-          16.55  (meters)                     GEOID03
 TU1987
 TU1987  HORZ ORDER  -  THIRD
 TU1987
 TU1987.The horizontal coordinates were established by classical geodetic methods
 TU1987.and adjusted by the National Geodetic Survey in December 1998..
 TU1987.The horizontal coordinates are valid at the epoch date displayed above.
 TU1987.The epoch date for horizontal control is a decimal equivalence
 TU1987.of Year/Month/Day.
 TU1987
 TU1987.The orthometric height was scaled from a topographic map.
 TU1987
 TU1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1987
 TU1987.The geoid height was determined by GEOID03.
 TU1987
 TU1987;                    North         East     Units Scale Factor Converg.
 TU1987;SPC HI 4     -    37,167.898   488,712.650   MT  0.99999157   -0 02 28.7
 TU1987;UTM  04      - 2,451,654.915   437,167.142   MT  0.99964878   -0 13 47.9
 TU1987
 TU1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1987!SPC HI 4     -   0.99980554  x   0.99999157  =   0.99979711
 TU1987!UTM  04      -   0.99980554  x   0.99964878  =   0.99945439
 TU1987
 TU1987|---------------------------------------------------------------------|
 TU1987| PID    Reference Object                     Distance      Geod. Az  |
 TU1987|                                                           dddmmss.s |
 TU1987| CJ8867 NA RM 1                               0.396 METERS 04556     |
 TU1987| CJ8868 NA RM 2                               1.067 METERS 09056     |
 TU1987| CJ8869 NA RM 3                               2.865 METERS 19959     |
 TU1987| TU1988 EX RESET                            APPROX. 0.6 KM 3565620.9 |
 TU1987|---------------------------------------------------------------------|
 TU1987
 TU1987                          SUPERSEDED SURVEY CONTROL
 TU1987
 TU1987  NAD 83(1986)-  22 10 08.21908(N)    159 36 34.01148(W) AD(       ) 3
 TU1987  OLD HI      -  22 10 19.54900(N)    159 36 44.08500(W) AD(       ) 3
 TU1987
 TU1987.Superseded values are not recommended for survey control.
 TU1987.NGS no longer adjusts projects to the OLD HI datum.
 TU1987.See file dsdata.txt to determine how the superseded data were derived.
 TU1987
 TU1987_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3716751655(NAD 83)
 TU1987
 TU1987  HISTORY     - Date     Condition        Report By
 TU1987  HISTORY     - 1910     MONUMENTED       CGS
 TU1987  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1987
 TU1987                          STATION DESCRIPTION
 TU1987
 TU1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1987'IN NORTHWEST PART OF KAUAI, ON A LOW SUMMIT OF THE RIDGE WHICH
 TU1987'RUNS NORTH THROUGH THE NA PALI DISTRICT.  APPROACHED BY A TRAIL
 TU1987'LEADING ALONG THE RIDGE OVER NUMEROUS HILLS FROM THE MAIN TRAIL
 TU1987'ALONG THE KAUNUOHUA RIDGE.  THE TRAIL LEAVES THIS LATTER ON THE
 TU1987'EASTERLY OF THE THREE SUMMITS CALLED PIHEA ABOUT 250 METERS EAST
 TU1987'OF THE STATION.  STATION MARKED BY A 3/4 BY 15 INCH IRON ROD
 TU1987'DRIVEN FLUSH WITH THE SURFACE OF THE GROUND (CLAY), FROM WHICH
 TU1987'MOSS, ROOTS, AND HUMUS HAD BEEN STRIPPED.  REFERENCE MARKS
 TU1987'WERE ESTABLISHED AS FOLLOWS--NO. 1, IRON ROD 3/4 BY 15 INCHES
 TU1987'DRIVEN INTO CLEARED GROUND WITH 2 INCHES PROJECTING.  IT IS
 TU1987'1.3 FEET FROM STATION, IN AZIMUTH 225 DEG.  NO. 2, NAIL
 TU1987'DRIVEN INTO A NEARLY VERTICAL CUT IN LARGE LIHUE ROOT AT
 TU1987'EDGE OF CLEARED SPOT, 3.5 FEET, 91 DEG.  NO. 3, FIVE NAILS DRIVEN
 TU1987'INTO SMOOTHED-OFF TOP OF 10-INCH LIHUE STUMP 3-1/2 FEET FROM
 TU1987'GROUND, 9.4 FEET, 19 DEG 59 MIN.
 TU1987
 TU1987                          STATION RECOVERY (1966)
 TU1987
 TU1987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1987'ORIGINAL STATION MARK AND REFERENCE MARK 1, BOTH IRON RODS, WERE
 TU1987'RECOVERED IN GOOD CONDITION.  STATION ROD WAS REMOVED AND STATION
 TU1987'RE-MARKED WITH A STANDARD DISK.  THE ROD WAS USED FOR REFERENCE
 TU1987'MARK 2.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1987'
 TU1987'STATION IS LOCATED IN THE NORTHWEST PART OF KAUAI, ABOUT 4 MILES
 TU1987'AIRLINE NORTHEAST OF KOKEE PARK HEADQUARTERS, ON A POINT OF
 TU1987'ABOUT 4040 FEET ELEVATION ON A NARROW WINDING RIDGE THAT RUNS
 TU1987'NORTHERLY FROM THE MAIN KAUNUOHUA RIDGE, BEGINNING AT THE SECOND
 TU1987'PEAK EAST FROM STATION PIHEA.  IT IS ABOUT 500 FEET NORTH OF A
 TU1987'PROMINENT, AND SLIGHTLY HIGHER, TREE-COVERED PEAK, AND IS ON
 TU1987'THE SMALL POINT WHERE THE RIDGE LINE MAKES A TURN FROM NORTH
 TU1987'TO NORTHWEST, LEADING TOWARDS STATION EX.  THE VEGETATION AND
 TU1987'HUMUS WERE STRIPPED FROM THE POINT WHEN THE STATION WAS SET IN
 TU1987'1910 AND AN 8 X 12-FOOT PATCH STILL REMAINS FREE OF VEGETATION,
 TU1987'ALTHOUGH IT NOW HAS AN 8-INCH LAYER OF BROWN HUMUS ON THE CLAY
 TU1987'SOIL.
 TU1987'
 TU1987'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO NORTH ON
 TU1987'PAVED ROAD FOR 2.5 MILES.  TAKE RIGHT FORK AT RADAR STATION AND
 TU1987'GO 0.2 MILE TO DIRT RIGHT FORK AT ENTRANCE TO KALALAU LOOKOUT
 TU1987'PARKING AREA.  TAKE THIS RIGHT FORK (A 4-WHEEL-DRIVE VEHICLE
 TU1987'IS REQUIRED) AND GO 2.0 MILES TO END OF ROAD.  FROM HERE PACK
 TU1987'EASTERLY ON TRAIL FOR ABOUT 1/4 MILE TO STATION PIHEA.  CONTINUE
 TU1987'ON TRAIL ABOUT 1/4 MILE, TO TOP OF SECOND PEAK.  LEAVE TRAIL,
 TU1987'GOING TO LEFT DOWN ALONG RIDGE LINE, (DIFFICULT TO FIND) CROSS
 TU1987'SADDLE AND FOLLOW ALONG THE NARROW WINDING RIDGE LINE FOR
 TU1987'ABOUT 2 MILES TO STATION 500 FEET AFTER REACHING THE HIGHER
 TU1987'PEAK.  A 2-1/2-HOUR PACK AFTER TRAIL IS CLEARED.  ABOUT 2
 TU1987'DAYS REQUIRED TO CLEAR TRAIL THROUGH DENSE ULUHI FERN AND BRUSH.
 TU1987'
 TU1987'STATION MARK IS A STANDARD DISK STAMPED NA 1910 1966, RIVETED
 TU1987'TO THE TOP OF A 1-INCH IRON PIPE SET IN CEMENT AND PROJECTING 4
 TU1987'INCHES, AT THE CENTER OF THE 8 X 12-FOOT BARE PATCH.
 TU1987'
 TU1987'REFERENCE ROD 1 IS A 3/4-INCH DIAMETER IRON ROD, FLUSH WITH
 TU1987'CLAY SURFACE BENEATH 8-INCH HUMUS LAYER.
 TU1987'
 TU1987'REFERENCE ROD 2 IS A 3/4-INCH IRON ROD, 15 INCHES LONG, DRIVEN
 TU1987'INTO THE GROUND WITH 2 INCHES PROJECTING.  IT IS 5 FEET EAST OF
 TU1987'TRAIL, AT ENTRANCE TO THE BARE PATCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2850 ***********************************************************************
 TU2850  DESIGNATION -  NAHOLOKU RESET
 TU2850  PID         -  TU2850
 TU2850  STATE/COUNTY-  HI/MAUI
 TU2850  USGS QUAD   -  KAUPO (1996)
 TU2850
 TU2850                         *CURRENT SURVEY CONTROL
 TU2850  ___________________________________________________________________
 TU2850* NAD 83(1993)-  20 39 56.39609(N)    156 08 42.59170(W)     ADJUSTED  
 TU2850* LOCAL TIDAL -       851.8    (meters)    2795.     (feet)  VERT ANG  
 TU2850  ___________________________________________________________________
 TU2850  EPOCH DATE  -        1993.62
 TU2850  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 TU2850  GEOID HEIGHT-          16.76  (meters)                     GEOID03
 TU2850
 TU2850  HORZ ORDER  -  FIRST
 TU2850
 TU2850.The horizontal coordinates were established by classical geodetic methods
 TU2850.and adjusted by the National Geodetic Survey in December 1998..
 TU2850.The horizontal coordinates are valid at the epoch date displayed above.
 TU2850.The epoch date for horizontal control is a decimal equivalence
 TU2850.of Year/Month/Day.
 TU2850
 TU2850.The orthometric height was determined by vertical angle observations.
 TU2850
 TU2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2850
 TU2850.The geoid height was determined by GEOID03.
 TU2850
 TU2850;                    North         East     Units Scale Factor Converg.
 TU2850;SPC HI 2     -    36,878.749   554,339.381   MT  1.00000314   +0 11 02.6
 TU2850;UTM  04      - 2,287,763.390   797,448.404   MT  1.00069358   +1 00 29.7
 TU2850
 TU2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2850!SPC HI 2     -   0.99986350  x   1.00000314  =   0.99986664
 TU2850!UTM  04      -   0.99986350  x   1.00069358  =   1.00055698
 TU2850
 TU2850|---------------------------------------------------------------------|
 TU2850| PID    Reference Object                     Distance      Geod. Az  |
 TU2850|                                                           dddmmss.s |
 TU2850| CN5943 NAHOLOKU RM 2                         5.639 METERS 03229     |
 TU2850| TU2844 KAUMIKAOHU                          APPROX. 1.9 KM 0345131.9 |
 TU2850| TU2846 KAUPO CATHOLIC CHURCH STEEPLE       APPROX. 3.6 KM 1692912.6 |
 TU2850| CN5942 NAHOLOKU RM 1                         5.744 METERS 27331     |
 TU2850|---------------------------------------------------------------------|
 TU2850
 TU2850                          SUPERSEDED SURVEY CONTROL
 TU2850
 TU2850  NAD 83(1986)-  20 39 56.36364(N)    156 08 42.60759(W) AD(       ) 1
 TU2850  OLD HI      -  20 40 07.84600(N)    156 08 52.70300(W) AD(       ) 1
 TU2850
 TU2850.Superseded values are not recommended for survey control.
 TU2850.NGS no longer adjusts projects to the OLD HI datum.
 TU2850.See file dsdata.txt to determine how the superseded data were derived.
 TU2850
 TU2850_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9744887763(NAD 83)
 TU2850
 TU2850  HISTORY     - Date     Condition        Report By
 TU2850  HISTORY     - 1882     MONUMENTED       HIGS
 TU2850  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2850  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2850
 TU2850                          STATION DESCRIPTION
 TU2850
 TU2850'DESCRIBED BY HAWAII GEODETIC SURVEY 1882
 TU2850'IN SOUTHERN PART OF EAST MAUI, IN KAUPO DISTRICT, ON A HILL ABOUT
 TU2850'3/4 MILE BELOW THE KAUPO GAP, AND 3 MILES BACK FROM THE
 TU2850'SEA.  MARKED BY AN IRON STAKE WITH TOP NEARLY LEVEL WITH GROUND
 TU2850'AND A CAIRN OF STONES.
 TU2850
 TU2850                          STATION RECOVERY (1950)
 TU2850
 TU2850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2850'THE STATION WAS RECOVERED, AS DESCRIBED IN GOOD CONDITION.  A
 TU2850'NEW STATION DISK WAS ESTABLISHED IN THE EXACT POSITION OF THE
 TU2850'ORIGINAL IRON PIN AND TWO REFERENCE MARKS WERE ESTABLISHED.  A
 TU2850'NEW DESCRIPTION FOLLOWS--
 TU2850'
 TU2850'THE STATION IS LOCATED ON THE CREST OF A PROMINENT, BLACK LAVA,
 TU2850'RIDGE WHICH LIES NEAR THE MOUTH OF THE KAUPO GAP.  ABOUT 2.5 MILES
 TU2850'NORTH NORTHWEST OF THE VILLAGE OF KAUPO, ABOUT 1.5 MILES WEST OF
 TU2850'MANAWAINUI STREAM, ABOUT 0.3 MILE WEST OF THE KAUPO TRAIL AND
 TU2850'32 FEET EAST SOUTHEAST OF A 3/4 INCH WATER PIPE.
 TU2850'
 TU2850'THE STATION IS A STANDARD DISK, STAMPED NAHOKOKU 1950, SET INTO
 TU2850'A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS ABOUT 2 INCHES.
 TU2850'
 TU2850'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED NAHOLOKU
 TU2850'NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2850'ABOUT 5 FEET.  IT IS LOCATED ON THE WESTERLY SLOPE OF THE HILL
 TU2850'ABOUT 2 FEET LOWER THAN THE STATION.
 TU2850'
 TU2850'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED NAHOLOKU
 TU2850'NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 TU2850'1 FOOT.  IT IS LOCATED ABOUT 2 FEET HIGHER THAN THE STATION.
 TU2850
 TU2850                          STATION RECOVERY (1969)
 TU2850
 TU2850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2850'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2850'COMPLETE DESCRIPTION FOLLOWS--
 TU2850'
 TU2850'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF HANA, 1-1/4 MILES
 TU2850'NORTH-NORTHWEST OF THE KAUPO RANCH HEADQUARTERS, AND 2000 FEET
 TU2850'WEST OF THE KAUPO TRAIL, AT ABOUT 2795 FEET ELEVATION, ON THE
 TU2850'SOUTH END OF A SMALL NARROW-TOPPED RIDGE THAT BORDERS THE WEST
 TU2850'SIDE OF A SHALLOW RAVINE.  A SIMILAR RIDGE BORDERS THE EAST SIDE
 TU2850'OF THE RAVINE, 50 YARDS EAST OF STATION.  A 3/4-INCH PIPELINE,
 TU2850'RUNNING DOWN ACROSS PASTURE ON A NORTHEAST-SOUTHWEST ANGLE,
 TU2850'CROSSES BOTH OF THE RIDGES AND THE FLOOR OF THE RAVINE JUST
 TU2850'NORTH OF THE STATION.
 TU2850'
 TU2850'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO EAST ON
 TU2850'STATE HIGHWAY 37 FOR 0.9 MILE.  TAKE RIGHT FORK AND FOLLOW STATE
 TU2850'HIGHWAY 31 FOR 20.4 MILES TO SIDE ROAD LEFT, 0.15 MILE PAST THE
 TU2850'KAUPO STORE.  TAKE SIDE ROAD AND GO 1.6 MILES TO THE KAUPO RANCH
 TU2850'BUILDINGS.  FOLLOW TRACK ROAD UP TO LEFT OF BUILDINGS FOR 0.1
 TU2850'MILE TO BOARD GATE.  PASS THROUGH GATE AND GO UPHILL FOR 1.3
 TU2850'MILES TO WATER TANKS AT PIPELINE.  (STATION IS 1/2-MILE NORTHWEST
 TU2850'OF HERE, BUT NOT VISIBLE DUE TO THE EAST RIDGE BLOCKING IT).
 TU2850'GO UPHILL ON ROAD FOR 0.4 MILE TO END OF TRUCK TRAVEL AT
 TU2850'2800 FEET ELEVATION.  PACK WEST AT ABOUT SAME ELEVATION FOR
 TU2850'2000 FEET TO STATION.
 TU2850'
 TU2850'STATION MARK IS A STANDARD DISK STAMPED NAHOLOKU 1950, CEMENTED IN
 TU2850'A DRILL HOLE IN THE TOP OF AN 8-INCH ROCK OUTCROP PROJECTING 2
 TU2850'INCHES FROM GROUND.  IT IS 34 FEET SOUTH OF POINT WHERE PIPELINE
 TU2850'CROSSES CREST OF RIDGE.
 TU2850'
 TU2850'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NAHOLOKU
 TU2850'RM 1 1950, CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP ON
 TU2850'WEST EDGE OF HILL, AND PROJECTING 2 FEET FROM GROUND.  IT IS 15
 TU2850'FEET EAST OF THE PIPELINE AND 2 FEET LOWER THAN STATION MARK.
 TU2850'
 TU2850'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NAHOLOKU
 TU2850'RM 2 1950, CEMENTED IN A DRILL HOLE IN A 3-FOOT-DIAMETER BEDROCK
 TU2850'OUTCROP THAT PROJECTS 2 FEET ABOVE GROUND.  IT IS 3 FEET HIGHER
 TU2850'THAN STATION MARK.
 TU2850'
 TU2850'NOTE--A 4-WHEEL-DRIVE VEHICLE IS NEEDED FROM KAUPO RANCH BUILDINGS
 TU2850'TO END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2916 ***********************************************************************
 TU2916  DESIGNATION -  NAHUNA 2
 TU2916  PID         -  TU2916
 TU2916  STATE/COUNTY-  HI/MAUI
 TU2916  USGS QUAD   -  MAKENA (1995)
 TU2916
 TU2916                         *CURRENT SURVEY CONTROL
 TU2916  ___________________________________________________________________
 TU2916* NAD 83(1993)-  20 39 22.39591(N)    156 26 36.36309(W)     ADJUSTED  
 TU2916* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU2916  ___________________________________________________________________
 TU2916  EPOCH DATE  -        1993.62
 TU2916  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 TU2916  GEOID HEIGHT-          16.60  (meters)                     GEOID03
 TU2916
 TU2916  HORZ ORDER  -  THIRD
 TU2916
 TU2916.The horizontal coordinates were established by classical geodetic methods
 TU2916.and adjusted by the National Geodetic Survey in December 1998..
 TU2916.The horizontal coordinates are valid at the epoch date displayed above.
 TU2916.The epoch date for horizontal control is a decimal equivalence
 TU2916.of Year/Month/Day.
 TU2916
 TU2916.The orthometric height was scaled from a topographic map.
 TU2916
 TU2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2916
 TU2916.The geoid height was determined by GEOID03.
 TU2916
 TU2916;                    North         East     Units Scale Factor Converg.
 TU2916;SPC HI 2     -    35,761.868   523,261.567   MT  0.99997335   +0 04 43.5
 TU2916;UTM  04      - 2,286,198.803   766,371.320   MT  1.00047698   +0 54 08.6
 TU2916
 TU2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2916!SPC HI 2     -   0.99999708  x   0.99997335  =   0.99997043
 TU2916!UTM  04      -   0.99999708  x   1.00047698  =   1.00047405
 TU2916
 TU2916:                Primary Azimuth Mark                     Grid Az
 TU2916:SPC HI 2     -  PUU OLAI 1879                            193 57 44.8
 TU2916:UTM  04      -  PUU OLAI 1879                            193 08 19.7
 TU2916
 TU2916|---------------------------------------------------------------------|
 TU2916| PID    Reference Object                     Distance      Geod. Az  |
 TU2916|                                                           dddmmss.s |
 TU2916| TU2931 PUU OLAI 1879                       APPROX. 2.3 KM 1940228.3 |
 TU2916|---------------------------------------------------------------------|
 TU2916
 TU2916                          SUPERSEDED SURVEY CONTROL
 TU2916
 TU2916  NAD 83(1986)-  20 39 22.36880(N)    156 26 36.35356(W) AD(       ) 3
 TU2916  OLD HI      -  20 39 33.85200(N)    156 26 46.49900(W) AD(       ) 3
 TU2916
 TU2916.Superseded values are not recommended for survey control.
 TU2916.NGS no longer adjusts projects to the OLD HI datum.
 TU2916.See file dsdata.txt to determine how the superseded data were derived.
 TU2916
 TU2916_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6637186199(NAD 83)
 TU2916
 TU2916  HISTORY     - Date     Condition        Report By
 TU2916  HISTORY     - UNK      MONUMENTED
 TU2916  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2916
 TU2916                          STATION DESCRIPTION
 TU2916
 TU2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2916'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT
 TU2916'3-3/4 MILES SOUTH OF THE KIHEI POST OFFICE, 1-1/2 MILES
 TU2916'NORTH-NORTHEAST OF PUU OLAI, 0.1 MILE NORTHWEST OF THE JUNCTION
 TU2916'WHERE HIGHWAY 31 GOES LEFT, MAUKA, 400 FEET WEST-NORTHWEST OF
 TU2916'HIGHWAY 31, AND 300 FEET NORTH, ACROSS A SMALL COVE, FROM A RED
 TU2916'HOUSE.  ON A PROMINENT, BLACK ROCK POINT, ABOUT 16 FEET ABOVE
 TU2916'SEA.
 TU2916'
 TU2916'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2916'STATE HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM
 TU2916'ROAD.  CONTINUE, ON GRADED ROAD, FOR 3.35 MILES TO SIDE ROAD
 TU2916'RIGHT, AT TOP OF GRADE, 75 YARDS BEFORE REACHING HIGHWAY
 TU2916'JUNCTION.  GO RIGHT FOR 0.05 MILE TO END OF ROAD IN YARD AT
 TU2916'RED HOUSE.  PACK NORTHERLY ALONG ROCKY SHORE ABOUT 125
 TU2916'YARDS TO NORTH SIDE OF COVE AND STATION.
 TU2916'
 TU2916'STATION IS MARKED BY A 1-1/2-INCH IRON BAR, PROJECTING 7 INCHES
 TU2916'FROM THE TOP OF A 20-INCH-DIAMETER, CONCRETE MOUND, WHICH
 TU2916'HAS NAHUNA 2 5-27-57 INSCRIBED IN IT.  IT IS ABOUT 90 FEET
 TU2916'WEST FROM SHORELINE AND 120 FEET EAST FROM EXTREME TIP OF POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1854 ***********************************************************************
 TU1854  DESIGNATION -  NAK
 TU1854  PID         -  TU1854
 TU1854  STATE/COUNTY-  HI/KAUAI
 TU1854  USGS QUAD   -  KEKAHA (1983)
 TU1854
 TU1854                         *CURRENT SURVEY CONTROL
 TU1854  ___________________________________________________________________
 TU1854* NAD 83(1993)-  21 58 32.12555(N)    159 44 44.46040(W)     ADJUSTED  
 TU1854* LOCAL TIDAL -                                                        
 TU1854  ___________________________________________________________________
 TU1854  EPOCH DATE  -        1993.62
 TU1854  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 TU1854  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU1854
 TU1854  HORZ ORDER  -  THIRD
 TU1854
 TU1854.The horizontal coordinates were established by classical geodetic methods
 TU1854.and adjusted by the National Geodetic Survey in December 1998..
 TU1854.The horizontal coordinates are valid at the epoch date displayed above.
 TU1854.The epoch date for horizontal control is a decimal equivalence
 TU1854.of Year/Month/Day.
 TU1854
 TU1854
 TU1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1854
 TU1854.The geoid height was determined by GEOID03.
 TU1854
 TU1854;                    North         East     Units Scale Factor Converg.
 TU1854;SPC HI 4     -    15,772.184   474,626.057   MT  0.99999795   -0 05 31.0
 TU1854;UTM  04      - 2,430,312.638   423,015.184   MT  0.99967323   -0 16 44.6
 TU1854
 TU1854                          SUPERSEDED SURVEY CONTROL
 TU1854
 TU1854  NAD 83(1986)-  21 58 32.08921(N)    159 44 44.48474(W) AD(       ) 4
 TU1854  OLD HI      -  21 58 43.37000(N)    159 44 54.52000(W) AD(       ) 3
 TU1854
 TU1854.Superseded values are not recommended for survey control.
 TU1854.NGS no longer adjusts projects to the OLD HI datum.
 TU1854.See file dsdata.txt to determine how the superseded data were derived.
 TU1854
 TU1854_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2301530313(NAD 83)
 TU1854
 TU1854  HISTORY     - Date     Condition        Report By
 TU1854  HISTORY     - 1910     MONUMENTED       CGS
 TU1854  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1854
 TU1854                          STATION DESCRIPTION
 TU1854
 TU1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1854'ON SOUTHWEST COAST OF KAUAI, ON SAND DUNE 3/4 MILE EAST OF
 TU1854'KOKOLE POINT LIGHT.  MARKED BY STAKE.
 TU1854
 TU1854                          STATION RECOVERY (1966)
 TU1854
 TU1854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1854'A SEARCH WAS MADE BUT NO MARK COULD BE FOUND.  IT WAS ORIGINALLY
 TU1854'MARKED WITH A WOODEN STAKE.  THE AREA IS NOW COVERED HEAVILY WITH
 TU1854'LARGE KIAWE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3275 ***********************************************************************
 TU3275  DESIGNATION -  NAKALELE HEAD LIGHT
 TU3275  PID         -  TU3275
 TU3275  STATE/COUNTY-  HI/MAUI
 TU3275  USGS QUAD   -  NAPILI (1997)
 TU3275
 TU3275                         *CURRENT SURVEY CONTROL
 TU3275  ___________________________________________________________________
 TU3275* NAD 83(1993)-  21 01 41.85499(N)    156 35 24.84786(W)     ADJUSTED  
 TU3275* LOCAL TIDAL -                                                        
 TU3275  ___________________________________________________________________
 TU3275  EPOCH DATE  -        1993.62
 TU3275  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 TU3275  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU3275
 TU3275  HORZ ORDER  -  THIRD
 TU3275
 TU3275.The horizontal coordinates were established by classical geodetic methods
 TU3275.and adjusted by the National Geodetic Survey in December 1998..
 TU3275.The horizontal coordinates are valid at the epoch date displayed above.
 TU3275.The epoch date for horizontal control is a decimal equivalence
 TU3275.of Year/Month/Day.
 TU3275
 TU3275
 TU3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3275
 TU3275.The geoid height was determined by GEOID03.
 TU3275
 TU3275;                    North         East     Units Scale Factor Converg.
 TU3275;SPC HI 2     -    76,940.354   507,944.816   MT  0.99996745   +0 01 38.7
 TU3275;UTM  04      - 2,327,169.566   750,451.937   MT  1.00037523   +0 51 54.5
 TU3275
 TU3275                          SUPERSEDED SURVEY CONTROL
 TU3275
 TU3275  NAD 83(1986)-  21 01 41.80867(N)    156 35 24.82464(W) AD(       ) 4
 TU3275  OLD HI      -  21 01 53.26100(N)    156 35 35.01100(W) AD(       ) 3
 TU3275
 TU3275.Superseded values are not recommended for survey control.
 TU3275.NGS no longer adjusts projects to the OLD HI datum.
 TU3275.See file dsdata.txt to determine how the superseded data were derived.
 TU3275
 TU3275_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5045227170(NAD 83)
 TU3275
 TU3275  HISTORY     - Date     Condition        Report By
 TU3275  HISTORY     - 1912     MONUMENTED       CGS
 TU3275
 TU3275                          STATION DESCRIPTION
 TU3275
 TU3275'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3275'ON NORTHWEST COAST OF MAUI, IN THE KAANAPALI DISTRICT, ON
 TU3275'NAKALELE POINT.  THE STATION IS THE CENTER OF THE SMALL
 TU3275'RECTANGULAR HOUSE INCLOSING THE LIGHT.  THE LIGHT MAY NOT BE
 TU3275'CENTRALLY PLACED IN THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3276 ***********************************************************************
 TU3276  DESIGNATION -  NAKALELE POINT LIGHT
 TU3276  PID         -  TU3276
 TU3276  STATE/COUNTY-  HI/MAUI
 TU3276  USGS QUAD   -  NAPILI (1997)
 TU3276
 TU3276                         *CURRENT SURVEY CONTROL
 TU3276  ___________________________________________________________________
 TU3276* NAD 83(1993)-  21 01 44.69406(N)    156 35 25.67848(W)     ADJUSTED  
 TU3276* LOCAL TIDAL -                                                        
 TU3276  ___________________________________________________________________
 TU3276  EPOCH DATE  -        1993.62
 TU3276  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 TU3276  GEOID HEIGHT-          15.08  (meters)                     GEOID03
 TU3276
 TU3276  HORZ ORDER  -  THIRD
 TU3276
 TU3276.The horizontal coordinates were established by classical geodetic methods
 TU3276.and adjusted by the National Geodetic Survey in December 1998..
 TU3276.The horizontal coordinates are valid at the epoch date displayed above.
 TU3276.The epoch date for horizontal control is a decimal equivalence
 TU3276.of Year/Month/Day.
 TU3276
 TU3276
 TU3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3276
 TU3276.The geoid height was determined by GEOID03.
 TU3276
 TU3276;                    North         East     Units Scale Factor Converg.
 TU3276;SPC HI 2     -    77,027.654   507,920.791   MT  0.99996744   +0 01 38.4
 TU3276;UTM  04      - 2,327,256.541   750,426.628   MT  1.00037507   +0 51 54.3
 TU3276
 TU3276                          SUPERSEDED SURVEY CONTROL
 TU3276
 TU3276  NAD 83(1986)-  21 01 44.64780(N)    156 35 25.65547(W) AD(       ) 4
 TU3276  OLD HI      -  21 01 56.23500(N)    156 35 35.82600(W) AD(       ) 3
 TU3276
 TU3276.Superseded values are not recommended for survey control.
 TU3276.NGS no longer adjusts projects to the OLD HI datum.
 TU3276.See file dsdata.txt to determine how the superseded data were derived.
 TU3276
 TU3276_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5042727257(NAD 83)
 TU3276
 TU3276  HISTORY     - Date     Condition        Report By
 TU3276  HISTORY     - 1950     MONUMENTED       CGS
 TU3276  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3276  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3276
 TU3276                          STATION DESCRIPTION
 TU3276
 TU3276'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3276'THE STATION IS THE CENTER OF THE FLASHING WHITE LIGHT AT THE
 TU3276'NAKALELE POINT LIGHTHOUSE.
 TU3276'
 TU3276'THE LIGHTHOUSE IS LOCATED AT THE MOST NORTHERLY POINT OF THE
 TU3276'ISLAND OF MAUI.  IT IS A WHITE, SKELETON, TOWER WHICH IS 45
 TU3276'FEET IN HEIGHT.
 TU3276
 TU3276                          STATION RECOVERY (1960)
 TU3276
 TU3276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3276'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT
 TU3276'IS SHOWN IN THE LIGHT LIST, PACIFIC COAST, 1960 AS NO. 2924 - WHITE
 TU3276'SKELETON TOWER, BUILT 1908, REBUILT 1948.
 TU3276
 TU3276                          STATION RECOVERY (1969)
 TU3276
 TU3276'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3276'STATION WAS RECOVERED.  LOCATED AT NORTHWEST POINT OF THE ISLAND,
 TU3276'AT NAKALELE POINT.
 TU3276'
 TU3276'STATION IS THE WHITE LIGHT MOUNTED ATOP A WHITE, WOODEN, SKELETON
 TU3276'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3239 ***********************************************************************
 TU3239  DESIGNATION -  NANA 1927
 TU3239  PID         -  TU3239
 TU3239  STATE/COUNTY-  HI/MAUI
 TU3239  USGS QUAD   -  
 TU3239
 TU3239                         *CURRENT SURVEY CONTROL
 TU3239  ___________________________________________________________________
 TU3239* NAD 83(1993)-  20 49 29.03625(N)    156 59 36.15620(W)     ADJUSTED  
 TU3239* LOCAL TIDAL -        12.0    (meters)      39.     (feet)  VERT ANG  
 TU3239  ___________________________________________________________________
 TU3239  EPOCH DATE  -        1993.62
 TU3239  LAPLACE CORR-           8.84  (seconds)                    DEFLEC99
 TU3239  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU3239
 TU3239  HORZ ORDER  -  THIRD
 TU3239
 TU3239.The horizontal coordinates were established by classical geodetic methods
 TU3239.and adjusted by the National Geodetic Survey in December 1998..
 TU3239.The horizontal coordinates are valid at the epoch date displayed above.
 TU3239.The epoch date for horizontal control is a decimal equivalence
 TU3239.of Year/Month/Day.
 TU3239
 TU3239.The orthometric height was determined by vertical angle observations.
 TU3239
 TU3239.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3239
 TU3239.The geoid height was determined by GEOID03.
 TU3239
 TU3239;                    North         East     Units Scale Factor Converg.
 TU3239;SPC HI 2     -    54,436.224   465,993.324   MT  0.99998095   -0 06 58.1
 TU3239;UTM  04      - 2,304,050.836   708,820.573   MT  1.00013892   +0 42 49.1
 TU3239
 TU3239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3239!SPC HI 2     -   0.99999565  x   0.99998095  =   0.99997660
 TU3239!UTM  04      -   0.99999565  x   1.00013892  =   1.00013457
 TU3239
 TU3239                          SUPERSEDED SURVEY CONTROL
 TU3239
 TU3239  NAD 83(1986)-  20 49 28.99314(N)    156 59 36.11901(W) AD(       ) 3
 TU3239  OLD HI      -  20 49 40.39400(N)    156 59 46.19200(W) AD(       ) 3
 TU3239
 TU3239.Superseded values are not recommended for survey control.
 TU3239.NGS no longer adjusts projects to the OLD HI datum.
 TU3239.See file dsdata.txt to determine how the superseded data were derived.
 TU3239
 TU3239_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0882104051(NAD 83)
 TU3239_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3239_SETTING: 66 = SET IN ROCK OUTCROP
 TU3239_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU3239
 TU3239  HISTORY     - Date     Condition        Report By
 TU3239  HISTORY     - 1927     MONUMENTED       CGS
 TU3239  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3239  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3239
 TU3239                          STATION DESCRIPTION
 TU3239
 TU3239'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3239'ABOUT 5 MILES NORTH OF KAUMALAPAU HARBOR, ON HIGHEST POINT OF
 TU3239'WESTERNMOST (OUTERMOST) NEEDLE ROCK IN HONOPU BAY, WEST COAST
 TU3239'OF LANAI.  MARKED ACCORDING TO NOTE 3, STANDARD DISK IN CONCRETE
 TU3239'IN OUTCROPPING BEDROCK.  REFERENCE MARK IS STANDARD REFERENCE DISK
 TU3239'(NOTE 12B), STAMPED NANA, AND SET IN CONCRETE IN BEDROCK.
 TU3239'DISTANCE AND AZIMUTH FROM STATION TO REFERENCE MARK NOT KNOWN.
 TU3239
 TU3239                          STATION RECOVERY (1962)
 TU3239
 TU3239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3239'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU3239'DESCRIPTION FOLLOWS--
 TU3239'
 TU3239'STATION IS LOCATED ABOUT 4-3/4 MILES AIRLINE WEST OF LANAI CITY
 TU3239'AND 2-3/4 MILES NORTH OF THE WHARF AT KAUMALAPAU HARBOR, ON THE
 TU3239'WESTERNMOST ONE OF THREE ROCK SPIRES THAT PROJECT FROM THE OCEAN.
 TU3239'
 TU3239'AT LOW TIDE A ROCK BRIDGE, OR REEF IS EXPOSED, THAT APPEARS TO
 TU3239'CONNECT ALL 3 SPIRES WITH THE ISLAND, HOWEVER THERE ARE 3 NARROW
 TU3239'CHANNELS CUTTING THROUGH THE REEF THAT MAKE IT IMPOSSIBLE TO
 TU3239'WALK TO THE STATION.  STATION IS BEST REACHED BY SMALL BOAT.
 TU3239'
 TU3239'STATION MARK IS A STANDARD DISK STAMPED NANA 1927, CEMENTED IN A
 TU3239'DRILL HOLE ABOUT 2 FEET LOWER THAN HIGHEST POINT OF PINNACLE.
 TU3239'
 TU3239'REFERENCE MARK IS 5.75 METERS WEST-SOUTHWEST OF STATION MARK,
 TU3239'AND PROJECTS ABOUT 5 INCHES ABOVE SURROUNDING ROCK.  IT IS A
 TU3239'STANDARD DISK STAMPED NANA 1927, CEMENTED IN A DRILL HOLE IN
 TU3239'BEDROCK.
 TU3239
 TU3239                          STATION RECOVERY (1964)
 TU3239
 TU3239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HJS)
 TU3239'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1690 ***********************************************************************
 TU1690  DESIGNATION -  NANAKULI
 TU1690  PID         -  TU1690
 TU1690  STATE/COUNTY-  HI/HONOLULU
 TU1690  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1690
 TU1690                         *CURRENT SURVEY CONTROL
 TU1690  ___________________________________________________________________
 TU1690* NAD 83(1993)-  21 23 20.05616(N)    158 08 32.68693(W)     ADJUSTED  
 TU1690* LOCAL TIDAL -       111.6    (meters)     366.     (feet)  VERT ANG  
 TU1690  ___________________________________________________________________
 TU1690  EPOCH DATE  -        1993.62
 TU1690  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 TU1690  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU1690
 TU1690  HORZ ORDER  -  SECOND
 TU1690
 TU1690.The horizontal coordinates were established by classical geodetic methods
 TU1690.and adjusted by the National Geodetic Survey in December 1998..
 TU1690.The horizontal coordinates are valid at the epoch date displayed above.
 TU1690.The epoch date for horizontal control is a decimal equivalence
 TU1690.of Year/Month/Day.
 TU1690
 TU1690.The orthometric height was determined by vertical angle observations.
 TU1690
 TU1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1690
 TU1690.The geoid height was determined by GEOID03.
 TU1690
 TU1690;                    North         East     Units Scale Factor Converg.
 TU1690;SPC HI 3     -    24,612.765   485,232.090   MT  0.99999269   -0 03 07.0
 TU1690;UTM  04      - 2,365,432.395   588,897.533   MT  0.99969765   +0 18 46.0
 TU1690
 TU1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1690!SPC HI 3     -   0.99998003  x   0.99999269  =   0.99997272
 TU1690!UTM  04      -   0.99998003  x   0.99969765  =   0.99967768
 TU1690
 TU1690|---------------------------------------------------------------------|
 TU1690| PID    Reference Object                     Distance      Geod. Az  |
 TU1690|                                                           dddmmss.s |
 TU1690| CJ8870 NANAKULI RM 1                         1.707 METERS 03321     |
 TU1690| CJ8871 NANAKULI RM 2                         5.347 METERS 26102     |
 TU1690| CJ8815 MAILI RADIO STA W TWR 7                            33524     |
 TU1690| TU1741 NANAKULI KAISER CEMENT PLT TK       APPROX. 1.8 KM 3584433.0 |
 TU1690|---------------------------------------------------------------------|
 TU1690
 TU1690                          SUPERSEDED SURVEY CONTROL
 TU1690
 TU1690  NAD 83(1986)-  21 23 20.00446(N)    158 08 32.69870(W) AD(       ) 2
 TU1690  OLD HI      -  21 23 31.39083(N)    158 08 42.58836(W) AD(       ) 2
 TU1690
 TU1690.Superseded values are not recommended for survey control.
 TU1690.NGS no longer adjusts projects to the OLD HI datum.
 TU1690.See file dsdata.txt to determine how the superseded data were derived.
 TU1690
 TU1690_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8889865432(NAD 83)
 TU1690
 TU1690  HISTORY     - Date     Condition        Report By
 TU1690  HISTORY     - 1964     MONUMENTED       CGS
 TU1690  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1690
 TU1690                          STATION DESCRIPTION
 TU1690
 TU1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1690'STATION IS LOCATED ON THE SOUTHWEST END OF THE RIDGE RUNNING
 TU1690'DOWN TOWARD THE SEA FROM PUU HELEAKALA, ABOUT 1/4 MILE NORTH OF
 TU1690'THE NORTH EDGE OF NANAKULI VILLAGE, AT ABOUT 367 FEET ELEVATION AND
 TU1690'ABOUT MIDWAY BETWEEN TWO POWER LINES THAT CROSS THE RIDGE ABOUT
 TU1690'1400 FEET APART.
 TU1690'
 TU1690'TO REACH THE STATION FROM THE POST OFFICE IN NANAKULI, GO
 TU1690'SOUTHEAST ON FARRINGTON HIGHWAY FOR 0.15 MILE.  TURN LEFT ON
 TU1690'HALEAKALA AV. JUST AFTER PASSING UNDER A PEDESTRIAN OVERPASS, AND
 TU1690'GO NORTHEAST FOR 0.7 MILE TO END OF ROAD AT FENCE AND POWER
 TU1690'LINE.  PACK NORTHWEST ON TRAIL ALONG POWER LINE FOR ABOUT 1/4
 TU1690'MILE TO CREST OF RIDGE.  GO LEFT, DOWN ALONG TOP OF RIDGE FOR
 TU1690'ABOUT 700 FEET TO STATION.
 TU1690'
 TU1690'STATION IS MARKED WITH TYPE C SIGNAL ESTABLISHED BY THE HAWAII
 TU1690'TERRITORIAL SURVEY IN 1930.  THIS SIGNAL CONSISTS OF A
 TU1690'5-FOOT-SQUARE, CONCRETE PLATFORM PROJECTING ABOUT 2 INCHES ABOVE
 TU1690'GROUND.  AT THE CENTER OF THE PLATFORM IS A CONCRETE PEDESTAL,
 TU1690'0.9 FOOT SQUARE AND 2 FEET HIGH, WITH A 2-1/2-INCH IRON PIPE
 TU1690'RUNNING UP THROUGH THE CENTER.  A REMOVABLE, RED AND WHITE METAL
 TU1690'TARGET IS SET INTO THE PIPE AND EXTENDS 8 FEET ABOVE THE
 TU1690'PLATFORM.  THE CENTER OF THE 2-1/2-INCH PIPE IS USED AS CENTER
 TU1690'OF STATION.  THE CONCRETE PLATFORM HAS 1930 INSCRIBED IN IT.
 TU1690'
 TU1690'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NANAKULI
 TU1690'NO 1 1964, CEMENTED IN A DRILL HOLE IN A LARGE, BROWN, BEDROCK
 TU1690'OUTCROP THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS ABOUT 1-1/2
 TU1690'FEET LOWER THAN TOP OF STATION PIPE.
 TU1690'
 TU1690'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NANAKULI
 TU1690'NO 2 1964, CEMENTED IN A DRILL HOLE IN A 1-1/2 X 2-FOOT,
 TU1690'SQUARE-CORNERED, BROWN, BEDROCK OUTCROP THAT PROJECTS 8 INCHES
 TU1690'ABOVE GROUND.  IT IS 3 FEET NORTHEAST OF THE RIDGE TRAIL AND
 TU1690'ABOUT 3 FEET LOWER THAN TOP OF STATION PIPE.
 TU1690'
 TU1690'NOTE--THIS STATION IS DESCRIBED, BUT WAS NOT PREVIOUSLY TIED
 TU1690'INTO THE TRIANGULATION NETWORK.
 TU1690
 TU1690                          STATION RECOVERY (1969)
 TU1690
 TU1690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1690'THE STATION MARK WAS RECOVERED AS DESCRIBED IN 1964, AND IN GOOD
 TU1690'CONDITION.  THE CENTER OF THE PIPE, WHICH WAS PREVIOUSLY THE
 TU1690'MARK WAS HELD.  A STANDARD TRIANGULATION DISK STAMPED NANAKULI
 TU1690'1964, 1969, WAS CEMENTED IN A DRILL HOLE IN THE CENTER OF A
 TU1690'CONCRETE SLAB WHICH ORIGINALLY WAS THE PLATFORM FOR A TYPE C
 TU1690'HAWAIIAN TERRITORIAL SURVEY SIGNAL.  REFERENCE MARKS 1 AND 2
 TU1690'HAVE BEEN DESTROYED.
 TU1690'
 TU1690'A NEW TO REACH FOLLOWS--
 TU1690'
 TU1690'TO REACH THE STATION FROM THE POST OFFICE IN NANAKULI.  GO
 TU1690'SOUTHEAST ON STATE HIGHWAY 90, FOR 0.15 MILE TO A SIDE ROAD ON THE
 TU1690'LEFT.  TURN LEFT AND GO EAST ON HALEAKALA AVENUE FOR 0.3 MILE
 TU1690'TO PALIKEA STREET ON THE LEFT.  TURN LEFT ON PALIKEA STREET AND
 TU1690'GO NORTH FOR 0.05 MILE TO A T-ROAD.  TURN LEFT AND GO WEST AND
 TU1690'NORTH ON A PAVED ROAD FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.
 TU1690'FROM HERE PACK NORTHERLY FOR 20 MINUTES TO THE TOP OF THE RIDGE AND
 TU1690'THE STATION.
 TU1690'
 TU1690'A GEODIMETER TRAVERSE WAS MADE BETWEEN NANAKULI 1964 1969 AND
 TU1690'KAHE 1875 1927.
 TU1690'
 TU1690'GEODIMETER DISTANCE 4,376.800 METERS OR (14,359.41)
 TU1690'
 TU1690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1690'1/2 MILE NORTH OF NANAKULI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1689 ***********************************************************************
 TU1689  DESIGNATION -  NANAKULI USN LAB 111 S STA
 TU1689  PID         -  TU1689
 TU1689  STATE/COUNTY-  HI/HONOLULU
 TU1689  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1689
 TU1689                         *CURRENT SURVEY CONTROL
 TU1689  ___________________________________________________________________
 TU1689* NAD 83(1993)-  21 22 30.15626(N)    158 08 23.59628(W)     ADJUSTED  
 TU1689* LOCAL TIDAL -                                                        
 TU1689  ___________________________________________________________________
 TU1689  EPOCH DATE  -        1993.62
 TU1689  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 TU1689  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1689
 TU1689  HORZ ORDER  -  THIRD
 TU1689
 TU1689.The horizontal coordinates were established by classical geodetic methods
 TU1689.and adjusted by the National Geodetic Survey in December 1998..
 TU1689.The horizontal coordinates are valid at the epoch date displayed above.
 TU1689.The epoch date for horizontal control is a decimal equivalence
 TU1689.of Year/Month/Day.
 TU1689
 TU1689
 TU1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1689
 TU1689.The geoid height was determined by GEOID03.
 TU1689
 TU1689;                    North         East     Units Scale Factor Converg.
 TU1689;SPC HI 3     -    23,077.815   485,492.580   MT  0.99999260   -0 03 03.5
 TU1689;UTM  04      - 2,363,899.585   589,167.706   MT  0.99969825   +0 18 48.6
 TU1689
 TU1689                          SUPERSEDED SURVEY CONTROL
 TU1689
 TU1689  NAD 83(1986)-  21 22 30.10340(N)    158 08 23.60761(W) AD(       ) 4
 TU1689  OLD HI      -  21 22 41.48821(N)    158 08 33.49726(W) AD(       ) 3
 TU1689
 TU1689.Superseded values are not recommended for survey control.
 TU1689.NGS no longer adjusts projects to the OLD HI datum.
 TU1689.See file dsdata.txt to determine how the superseded data were derived.
 TU1689
 TU1689_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8916863900(NAD 83)
 TU1689_MARKER: 55 = TOWER
 TU1689
 TU1689  HISTORY     - Date     Condition        Report By
 TU1689  HISTORY     - 1969     FIRST OBSERVED   CGS
 TU1689  HISTORY     - 1984     GOOD             USPSQD
 TU1689  HISTORY     - 19951018 GOOD             USPSQD
 TU1689
 TU1689                          STATION DESCRIPTION
 TU1689
 TU1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1689'THE STATION IS LOCATED ABOUT 200 FEET WEST OF THE HIGHWAY, 1.3
 TU1689'MILE SOUTHEAST OF THE VILLAGE OF NANAKULI.  THE STATION IS THE RED
 TU1689'LIGHT THAT IS ABOUT 2 FEET ABOVE THE ROOF OF A SMALL WHITE BUILDING
 TU1689'ON TOP OF A 3 LEGGED STEEL STRUCTURE.  THE LIGHT IS ABOUT 50
 TU1689'FEET ABOVE THE GROUND.
 TU1689
 TU1689                          STATION RECOVERY (1984)
 TU1689
 TU1689'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU1689'ELEC LAB FORACS 111 S STATION STILL IN USE.
 TU1689'
 TU1689'STEEL TOWER IS PAINTED WHITE.  HOUSE IS PAINTED WHITE ON HIGHWAY
 TU1689'SIDE, AND ORANGE ON SEAWARD SIDE.  STATION IS LOCATED ON THE OCEAN
 TU1689'SIDE OF THE FARRINGTON HIGHWAY, ACROSS FROM HOUSE NO. 89-420.
 TU1689
 TU1689                          STATION RECOVERY (1995)
 TU1689
 TU1689'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1706 ***********************************************************************
 TU1706  DESIGNATION -  NANAKULI USN LAB 111 MID STA
 TU1706  PID         -  TU1706
 TU1706  STATE/COUNTY-  HI/HONOLULU
 TU1706  USGS QUAD   -  WAIANAE (1983)
 TU1706
 TU1706                         *CURRENT SURVEY CONTROL
 TU1706  ___________________________________________________________________
 TU1706* NAD 83(1993)-  21 23 22.15839(N)    158 09 16.25198(W)     ADJUSTED  
 TU1706* LOCAL TIDAL -                                                        
 TU1706  ___________________________________________________________________
 TU1706  EPOCH DATE  -        1993.62
 TU1706  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 TU1706  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1706
 TU1706  HORZ ORDER  -  THIRD
 TU1706
 TU1706.The horizontal coordinates were established by classical geodetic methods
 TU1706.and adjusted by the National Geodetic Survey in December 1998..
 TU1706.The horizontal coordinates are valid at the epoch date displayed above.
 TU1706.The epoch date for horizontal control is a decimal equivalence
 TU1706.of Year/Month/Day.
 TU1706
 TU1706
 TU1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1706
 TU1706.The geoid height was determined by GEOID03.
 TU1706
 TU1706;                    North         East     Units Scale Factor Converg.
 TU1706;SPC HI 3     -    24,678.607   483,977.263   MT  0.99999317   -0 03 22.9
 TU1706;UTM  04      - 2,365,490.231   587,642.685   MT  0.99969492   +0 18 30.1
 TU1706
 TU1706                          SUPERSEDED SURVEY CONTROL
 TU1706
 TU1706  NAD 83(1986)-  21 23 22.10590(N)    158 09 16.26371(W) AD(       ) 4
 TU1706  OLD HI      -  21 23 33.49072(N)    158 09 26.15364(W) AD(       ) 3
 TU1706
 TU1706.Superseded values are not recommended for survey control.
 TU1706.NGS no longer adjusts projects to the OLD HI datum.
 TU1706.See file dsdata.txt to determine how the superseded data were derived.
 TU1706
 TU1706_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8764365490(NAD 83)
 TU1706_MARKER: 55 = TOWER
 TU1706
 TU1706  HISTORY     - Date     Condition        Report By
 TU1706  HISTORY     - 1969     FIRST OBSERVED   CGS
 TU1706  HISTORY     - 1984     GOOD             USPSQD
 TU1706  HISTORY     - 19951018 GOOD             USPSQD
 TU1706
 TU1706                          STATION DESCRIPTION
 TU1706
 TU1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1706'THE STATION IS THE LIGHT ON TOP OF THE SMALL HOUSE, LOCATED IN
 TU1706'THE VILLAGE OF NANAKULI JUST NORTH OF THE JUNCTION OF
 TU1706'FARRINGTON HIGHWAY AND LUALUALE NAVAL ROAD.  IT IS A SMALL
 TU1706'HOUSE THAT IS ON TOP OF A 3-LEGGED GRAY STEEL TOWER THAT IS 30
 TU1706'FEET HIGH AND IT IS ON THE WEST SIDE OF FARRINGTON HIGHWAY
 TU1706'ON THE BEACH.
 TU1706
 TU1706                          STATION RECOVERY (1984)
 TU1706
 TU1706'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU1706'NANAKULI USN ELEC LAB FORACS III MID STATION - CONDITION GOOD AS
 TU1706'DESCRIBED BY C.A.A. IN 1969.  TOWER IS NOW PAINTED WHITE.  HOUSE IS
 TU1706'PAINTED WHITE ON HIGHWAY SIDE AND ORANGE ON THE SEAWARD SIDE.
 TU1706'TOWER IS ON OCEAN SIDE OF FARRINGTON HWY AT AUYONG HOMESTEAD RD.
 TU1706
 TU1706                          STATION RECOVERY (1995)
 TU1706
 TU1706'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2771 ***********************************************************************
 TU2771  DESIGNATION -  NANUALELE
 TU2771  PID         -  TU2771
 TU2771  STATE/COUNTY-  HI/MAUI
 TU2771  USGS QUAD   -  HANA (1983)
 TU2771
 TU2771                         *CURRENT SURVEY CONTROL
 TU2771  ___________________________________________________________________
 TU2771* NAD 83(1993)-  20 45 54.41088(N)    155 58 51.28493(W)     ADJUSTED  
 TU2771* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU2771  ___________________________________________________________________
 TU2771  EPOCH DATE  -        1993.62
 TU2771  LAPLACE CORR-         -15.25  (seconds)                    DEFLEC99
 TU2771  GEOID HEIGHT-          13.96  (meters)                     GEOID03
 TU2771
 TU2771  HORZ ORDER  -  THIRD
 TU2771
 TU2771.The horizontal coordinates were established by classical geodetic methods
 TU2771.and adjusted by the National Geodetic Survey in December 1998..
 TU2771.The horizontal coordinates are valid at the epoch date displayed above.
 TU2771.The epoch date for horizontal control is a decimal equivalence
 TU2771.of Year/Month/Day.
 TU2771
 TU2771.The orthometric height was scaled from a topographic map.
 TU2771
 TU2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2771
 TU2771.The geoid height was determined by GEOID03.
 TU2771
 TU2771;                    North         East     Units Scale Factor Converg.
 TU2771;SPC HI 2     -    47,952.897   571,407.989   MT  1.00002966   +0 14 35.3
 TU2771;UTM  05      - 2,299,016.976   189,609.676   MT  1.00079082   -1 03 27.7
 TU2771;UTM  04      - 2,299,090.886   814,368.092   MT  1.00082154   +1 04 16.5
 TU2771
 TU2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2771!SPC HI 2     -   0.99999749  x   1.00002966  =   1.00002715
 TU2771!UTM  05      -   0.99999749  x   1.00079082  =   1.00078831
 TU2771!UTM  04      -   0.99999749  x   1.00082154  =   1.00081903
 TU2771
 TU2771:                Primary Azimuth Mark                     Grid Az
 TU2771:SPC HI 2     -  KAUIKI RESET                             183 13 53.9
 TU2771:UTM  05      -  KAUIKI RESET                             184 31 56.9
 TU2771:UTM  04      -  KAUIKI RESET                             182 24 12.7
 TU2771
 TU2771|---------------------------------------------------------------------|
 TU2771| PID    Reference Object                     Distance      Geod. Az  |
 TU2771|                                                           dddmmss.s |
 TU2771| TU2772 KAUIKI RESET                        APPROX. 1.2 KM 1832829.2 |
 TU2771|---------------------------------------------------------------------|
 TU2771
 TU2771                          SUPERSEDED SURVEY CONTROL
 TU2771
 TU2771  NAD 83(1986)-  20 45 54.37709(N)    155 58 51.30238(W) AD(       ) 3
 TU2771  OLD HI      -  20 46 05.72400(N)    155 59 01.07200(W) AD(       ) 3
 TU2771
 TU2771.Superseded values are not recommended for survey control.
 TU2771.NGS no longer adjusts projects to the OLD HI datum.
 TU2771.See file dsdata.txt to determine how the superseded data were derived.
 TU2771
 TU2771_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8961099017(NAD 83)
 TU2771_MARKER: I = METAL ROD
 TU2771_SETTING: 0 = UNSPECIFIED SETTING
 TU2771
 TU2771  HISTORY     - Date     Condition        Report By
 TU2771  HISTORY     - UNK      MONUMENTED
 TU2771  HISTORY     - 1968     GOOD             CGS
 TU2771
 TU2771                          STATION DESCRIPTION
 TU2771
 TU2771'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2771'STATION WAS RECOVERED AND IDENTIFIED BY AN ANGLE CHECK, OBSERVING
 TU2771'STATIONS KAUIKI AND PUU O KAHAULA.
 TU2771'
 TU2771'LOCATED ABOUT 1 MILE NORTH-NORTHEAST OF HANA, ON NANUALELE POINT,
 TU2771'AT NORTH SIDE OF HANA BAY.  ABOUT 400 FEET SOUTHWEST FROM END OF
 TU2771'THE POINT AND 50 YARDS NORTH OF TRACK ROAD, ON A LOW, LAVA KNOLL
 TU2771'COVERED WITH NAUPAKA BRUSH, AND 14 FEET SOUTH OF 2 HALA TREES.
 TU2771'
 TU2771'STATION IS NOW MARKED WITH A 2-INCH IRON PIPE IN THE CENTER OF
 TU2771'A TRIANGULAR, CONCRETE MONUMENT, 18 INCHES ON EACH SIDE, AND
 TU2771'PROJECTING 3 INCHES FROM THE CENTER OF A 4-FOOT-DIAMETER, STONE
 TU2771'AND CONCRETE PLATFORM.  THE WORDS OLD STA REBUILT BY B.H.C. 1923,
 TU2771'ARE INSCRIBED IN THE TOP OF THE CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2830 ***********************************************************************
 TU2830  DESIGNATION -  NAOPU MAUKA
 TU2830  PID         -  TU2830
 TU2830  STATE/COUNTY-  HI/MAUI
 TU2830  USGS QUAD   -  KAUPO (1996)
 TU2830
 TU2830                         *CURRENT SURVEY CONTROL
 TU2830  ___________________________________________________________________
 TU2830* NAD 83(1993)-  20 38 59.29869(N)    156 05 42.12029(W)     ADJUSTED  
 TU2830* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU2830  ___________________________________________________________________
 TU2830  EPOCH DATE  -        1993.62
 TU2830  LAPLACE CORR-          -8.85  (seconds)                    DEFLEC99
 TU2830  GEOID HEIGHT-          16.01  (meters)                     GEOID03
 TU2830
 TU2830  HORZ ORDER  -  THIRD
 TU2830
 TU2830.The horizontal coordinates were established by classical geodetic methods
 TU2830.and adjusted by the National Geodetic Survey in December 1998..
 TU2830.The horizontal coordinates are valid at the epoch date displayed above.
 TU2830.The epoch date for horizontal control is a decimal equivalence
 TU2830.of Year/Month/Day.
 TU2830
 TU2830.The orthometric height was scaled from a topographic map.
 TU2830
 TU2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2830
 TU2830.The geoid height was determined by GEOID03.
 TU2830
 TU2830;                    North         East     Units Scale Factor Converg.
 TU2830;SPC HI 2     -    35,140.383   559,569.220   MT  1.00001050   +0 12 05.7
 TU2830;UTM  04      - 2,286,099.233   802,706.410   MT  1.00073260   +1 01 30.8
 TU2830
 TU2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2830!SPC HI 2     -   0.99999748  x   1.00001050  =   1.00000798
 TU2830!UTM  04      -   0.99999748  x   1.00073260  =   1.00073008
 TU2830
 TU2830:                Primary Azimuth Mark                     Grid Az
 TU2830:SPC HI 2     -  MOKUIA 1881                              182 33 40.4
 TU2830:UTM  04      -  MOKUIA 1881                              181 44 15.3
 TU2830
 TU2830|---------------------------------------------------------------------|
 TU2830| PID    Reference Object                     Distance      Geod. Az  |
 TU2830|                                                           dddmmss.s |
 TU2830| TU2840 MOKUIA 1881                         APPROX. 0.9 KM 1824546.1 |
 TU2830| TU2846 KAUPO CATHOLIC CHURCH STEEPLE       APPROX. 4.9 KM 2485635.4 |
 TU2830|---------------------------------------------------------------------|
 TU2830
 TU2830                          SUPERSEDED SURVEY CONTROL
 TU2830
 TU2830  NAD 83(1986)-  20 38 59.26565(N)    156 05 42.13884(W) AD(       ) 3
 TU2830  OLD HI      -  20 39 10.77400(N)    156 05 52.42800(W) AD(       ) 3
 TU2830
 TU2830.Superseded values are not recommended for survey control.
 TU2830.NGS no longer adjusts projects to the OLD HI datum.
 TU2830.See file dsdata.txt to determine how the superseded data were derived.
 TU2830
 TU2830_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0270686099(NAD 83)
 TU2830_MARKER: W = UNMONUMENTED
 TU2830_SETTING: 0 = UNSPECIFIED SETTING
 TU2830
 TU2830  HISTORY     - Date     Condition        Report By
 TU2830  HISTORY     - 1912     MONUMENTED       HIGS
 TU2830
 TU2830                          STATION DESCRIPTION
 TU2830
 TU2830'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU2830'NEAR SOUTHEASTERN COAST OF MAUI, ON RIDGE IN LAND OF SAME NAME,
 TU2830'WEST OF KALEPA VALLEY, AND 3,079 FEET MAUKA (INLAND) FROM KALEPA
 TU2830'TRIANGULATION STATION.  MARKED BY REDWOOD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2482 ***********************************************************************
 TU2482  DESIGNATION -  NAPOHAKULOLOA 1913
 TU2482  PID         -  TU2482
 TU2482  STATE/COUNTY-  HI/HAWAII
 TU2482  USGS QUAD   -  MILOLII (1996)
 TU2482
 TU2482                         *CURRENT SURVEY CONTROL
 TU2482  ___________________________________________________________________
 TU2482* NAD 83(1993)-  19 13 51.65940(N)    155 54 01.00994(W)     ADJUSTED  
 TU2482* LOCAL TIDAL -        38.0    (meters)     125.     (feet)  VERT ANG  
 TU2482  ___________________________________________________________________
 TU2482  EPOCH DATE  -        1993.62
 TU2482  LAPLACE CORR-          23.86  (seconds)                    DEFLEC99
 TU2482  GEOID HEIGHT-          18.05  (meters)                     GEOID03
 TU2482
 TU2482  HORZ ORDER  -  THIRD
 TU2482
 TU2482.The horizontal coordinates were established by classical geodetic methods
 TU2482.and adjusted by the National Geodetic Survey in December 1998..
 TU2482.The horizontal coordinates are valid at the epoch date displayed above.
 TU2482.The epoch date for horizontal control is a decimal equivalence
 TU2482.of Year/Month/Day.
 TU2482
 TU2482.The orthometric height was determined by vertical angle observations.
 TU2482
 TU2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2482
 TU2482.The geoid height was determined by GEOID03.
 TU2482
 TU2482;                    North         East     Units Scale Factor Converg.
 TU2482;SPC HI 1     -    44,067.484   457,913.295   MT  0.99998855   -0 07 54.6
 TU2482;UTM  05      - 2,128,932.833   195,066.843   MT  1.00074957   -0 57 21.7
 TU2482
 TU2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2482!SPC HI 1     -   0.99999119  x   0.99998855  =   0.99997974
 TU2482!UTM  05      -   0.99999119  x   1.00074957  =   1.00074075
 TU2482
 TU2482:                Primary Azimuth Mark                     Grid Az
 TU2482:SPC HI 1     -  KAPUKAWAA RESET                          188 46 52.3
 TU2482:UTM  05      -  KAPUKAWAA RESET                          189 36 19.4
 TU2482
 TU2482|---------------------------------------------------------------------|
 TU2482| PID    Reference Object                     Distance      Geod. Az  |
 TU2482|                                                           dddmmss.s |
 TU2482| TU2483 KAPUKAWAA RESET                     APPROX. 4.9 KM 1883857.7 |
 TU2482|---------------------------------------------------------------------|
 TU2482
 TU2482                          SUPERSEDED SURVEY CONTROL
 TU2482
 TU2482  NAD 83(1986)-  19 13 51.65646(N)    155 54 01.05236(W) AD(       ) 3
 TU2482  OLD HI      -  19 14 03.62400(N)    155 54 10.45700(W) AD(       ) 3
 TU2482
 TU2482.Superseded values are not recommended for survey control.
 TU2482.NGS no longer adjusts projects to the OLD HI datum.
 TU2482.See file dsdata.txt to determine how the superseded data were derived.
 TU2482
 TU2482_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9506728933(NAD 83)
 TU2482
 TU2482  HISTORY     - Date     Condition        Report By
 TU2482  HISTORY     - 1913     MONUMENTED       HIGS
 TU2482  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2482
 TU2482                          STATION DESCRIPTION
 TU2482
 TU2482'DESCRIBED BY HAWAII GEODETIC SURVEY 1913 (ERH)
 TU2482'ON WEST COAST OF HAWAII, KONA DISTRICT, 2-1/2 MILES NORTH OF
 TU2482'HOOPULOA, AND UP ON THE 100-FOOT CLIFF, ABOUT 40 METERS FROM THE
 TU2482'EDGE, AND 360 METERS S. 24 DEG E. FROM THE GREAT ARCHED ROCK, 60
 TU2482'FEET HIGH, SEEN OFFSHORE.  STATION IS ON NORTH EDGE OF A DECIDED
 TU2482'LAVA MOUND ABOUT 5 METERS IN DIAMETER AND STANDING ABOUT 10 FEET
 TU2482'ABOVE THE GENERAL LEVEL.  FROM UP AND DOWN THE COAST THIS MOUND
 TU2482'SHOWS UP WELL AGAINST SKY, BUT FROM THE WEST, ON ACCOUNT OF
 TU2482'BACKGROUND, IS NOT SO EASILY SEEN.  MARKED BY TWO
 TU2482'GALVANIZED-IRON BOLTS SET IN DRILL HOLE AND FOUR CROSSES CUT IN
 TU2482'VERY CONSPICUOUS SOLID ROCK OVERLOOKING THE SURROUNDING
 TU2482'PAHOEHOE FLOW.  A LARGE CAIRN WAS BUILT OVER STATION AND
 TU2482'PAINTED WHITE.
 TU2482
 TU2482                          STATION RECOVERY (1968)
 TU2482
 TU2482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2482'STATION WAS RECOVERED, BUT THE 4 CROSSES WERE NOT FOUND.  LOCATED
 TU2482'ABOUT 14 MILES SOUTH OF HONAUNAU AND 3 MILES NORTH-NORTHEAST OF
 TU2482'MILOLII, ALONG COAST, NEAR NORTH EDGE OF THE ALIKA LAVA FLOW OF
 TU2482'1919, AND ABOUT 1200 FEET SOUTH OF A PROMINENT STONE SPIRE IN THE
 TU2482'SEA, JUST OFFSHORE (FORMERLY AN ARCH BUT NOW BROKEN OFF).  ON THE
 TU2482'TOP OF A BROKEN-UP LAVA MOUND ABOUT 30 FEET IN DIAMETER AND
 TU2482'EXTENDING 10 FEET ABOVE GENERAL LEVEL, IN AN OLDER, BLACK,
 TU2482'PAHOEHOE LAVA AREA THAT WAS SURROUNDED BY THE 1919 FLOW.
 TU2482'
 TU2482'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH ON
 TU2482'STATE HIGHWAY 11 FOR 16.8 MILES TO SIDE ROAD RIGHT AND SIGN
 TU2482'MILOLII.  TURN RIGHT AND GO DOWNGRADE FOR 3.4 MILES.  TURN RIGHT,
 TU2482'INTO NEW SUB-DIVISION, AND GO NORTHWEST FOR 0.5 MILE TO END OF
 TU2482'TRUCK TRAVEL AT NORTH SIDE, NEAR SEA.  FROM HERE WALK ALONG
 TU2482'SEACOAST ABOUT 2 MILES TO STATION.
 TU2482'
 TU2482'STATION IS MARKED BY A RUSTED, 3/4-INCH IRON BOLT IN A DRILL
 TU2482'HOLE, FLUSH WITH SURFACE, ON NORTH EDGE OF MOUND.  IT IS ABOUT
 TU2482'200 YARDS SOUTH FROM NORTH EDGE OF THE 1919 LAVA FLOW AND 50 YARDS
 TU2482'EAST OF SEA BLUFF.  A LARGE CAIRN, WITH SIGNAL IN CENTER, IS BUILT
 TU2482'OVER THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2532 ***********************************************************************
 TU2532  DESIGNATION -  NAPOOPOO KAHIKOLU CHURCH SPIRE
 TU2532  PID         -  TU2532
 TU2532  STATE/COUNTY-  HI/HAWAII
 TU2532  USGS QUAD   -  HONAUNAU (1996)
 TU2532
 TU2532                         *CURRENT SURVEY CONTROL
 TU2532  ___________________________________________________________________
 TU2532* NAD 83(1993)-  19 28 10.31849(N)    155 54 55.72289(W)     ADJUSTED  
 TU2532* LOCAL TIDAL -                                                        
 TU2532  ___________________________________________________________________
 TU2532  EPOCH DATE  -        1993.62
 TU2532  LAPLACE CORR-          24.98  (seconds)                    DEFLEC99
 TU2532  GEOID HEIGHT-          20.34  (meters)                     GEOID03
 TU2532
 TU2532  HORZ ORDER  -  THIRD
 TU2532
 TU2532.The horizontal coordinates were established by classical geodetic methods
 TU2532.and adjusted by the National Geodetic Survey in December 1998..
 TU2532.The horizontal coordinates are valid at the epoch date displayed above.
 TU2532.The epoch date for horizontal control is a decimal equivalence
 TU2532.of Year/Month/Day.
 TU2532
 TU2532
 TU2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2532
 TU2532.The geoid height was determined by GEOID03.
 TU2532
 TU2532;                    North         East     Units Scale Factor Converg.
 TU2532;SPC HI 1     -    70,473.778   456,378.744   MT  0.99999018   -0 08 18.5
 TU2532;UTM  05      - 2,155,378.772   193,913.674   MT  1.00075824   -0 58 21.0
 TU2532
 TU2532                          SUPERSEDED SURVEY CONTROL
 TU2532
 TU2532  NAD 83(1986)-  19 28 10.31596(N)    155 54 55.75845(W) AD(       ) 4
 TU2532  OLD HI      -  19 28 21.18200(N)    155 55 05.79500(W) AD(       ) 3
 TU2532
 TU2532.Superseded values are not recommended for survey control.
 TU2532.NGS no longer adjusts projects to the OLD HI datum.
 TU2532.See file dsdata.txt to determine how the superseded data were derived.
 TU2532
 TU2532_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9391455379(NAD 83)
 TU2532
 TU2532  HISTORY     - Date     Condition        Report By
 TU2532  HISTORY     - UNK      MONUMENTED
 TU2532  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2532  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2532  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2532  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2532
 TU2532                          STATION DESCRIPTION
 TU2532
 TU2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2532'ON WESTERN COAST OF HAWAII, KONA DISTRICT, AT NAPOOPOO, THE
 TU2532'STEEPLE OF THE LARGE STONE CHURCH.  IT IS HIGH UP ON A RISE,
 TU2532'FACES THE SEA, AND SHOWS UP WHITE.  VERY PROMINENT.
 TU2532
 TU2532                          STATION RECOVERY (1948)
 TU2532
 TU2532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2532'THIS IS AN INTERSECTION STATION.
 TU2532'
 TU2532'THE STATION IS THE TOP OF THE SPIRE OF THE SUMMIT OF THE STEEPLE
 TU2532'OF THE KAHIKOLU CHURCH IN THE VILLAGE OF NAPOOPOO.
 TU2532'
 TU2532'THE CHURCH IS CONSTRUCTED OF STONE AND CONCRETE AND FACES TO
 TU2532'THE WEST.  THE STEEPLE IS ON THE WEST END OF THE STRUCTURE AND
 TU2532'IS ABOUT 40 FEET IN HEIGHT.
 TU2532'
 TU2532'THE CHURCH LIES ABOUT 0.5 MILE EAST OF THE BEACH.
 TU2532
 TU2532                          STATION RECOVERY (1968)
 TU2532
 TU2532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2532'STATION WAS RECOVERED.  THE CHURCH HAS BEEN ABANDONED FOR A LONG
 TU2532'TIME BUT IS STILL IN GOOD CONDITION.
 TU2532'
 TU2532'LOCATED ABOUT 1/4-MILE SOUTHEAST OF NAPOOPOO BAY AND 1100 FEET
 TU2532'EAST OF THE MACADAM ROAD LEADING SOUTH TO THE CITY OF REFUGE,
 TU2532'ON THE KIAWE-COVERED SLOPES.
 TU2532'
 TU2532'STATION IS THE SHARP, RUST-COLORED SPIRE, WITH A BALL AND WIND
 TU2532'VANE ON TOP, LOCATED ON THE WEST END OF THE LARGE, RECTANGULAR,
 TU2532'STONE AND MORTAR CHURCH BUILDING, WHICH HAS A RUST-COLORED,
 TU2532'CORRUGATED METAL ROOF.  TOP OF SPIRE IS ABOUT 60 FEET ABOVE
 TU2532'GROUND.
 TU2532
 TU2532                          STATION RECOVERY (1972)
 TU2532
 TU2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2532'STATION WAS VIEWED FROM SEA AND NO CHANGES WERE NOTED FROM THE
 TU2532'RECOVERY NOTE BY R.C. MUNSON DATED 1968.
 TU2532'
 TU2532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2532'IN NAPOOPOO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2539 ***********************************************************************
 TU2539  DESIGNATION -  NAPOOPOO LIGHT
 TU2539  PID         -  TU2539
 TU2539  STATE/COUNTY-  HI/HAWAII
 TU2539  USGS QUAD   -  HONAUNAU (1996)
 TU2539
 TU2539                         *CURRENT SURVEY CONTROL
 TU2539  ___________________________________________________________________
 TU2539* NAD 83(1993)-  19 28 45.00909(N)    155 56 11.52228(W)     ADJUSTED  
 TU2539* LOCAL TIDAL -                                                        
 TU2539  ___________________________________________________________________
 TU2539  EPOCH DATE  -        1993.62
 TU2539  LAPLACE CORR-          25.36  (seconds)                    DEFLEC99
 TU2539  GEOID HEIGHT-          19.69  (meters)                     GEOID03
 TU2539
 TU2539  HORZ ORDER  -  THIRD
 TU2539
 TU2539.The horizontal coordinates were established by classical geodetic methods
 TU2539.and adjusted by the National Geodetic Survey in December 1998..
 TU2539.The horizontal coordinates are valid at the epoch date displayed above.
 TU2539.The epoch date for horizontal control is a decimal equivalence
 TU2539.of Year/Month/Day.
 TU2539
 TU2539
 TU2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2539
 TU2539.The geoid height was determined by GEOID03.
 TU2539
 TU2539;                    North         East     Units Scale Factor Converg.
 TU2539;SPC HI 1     -    71,545.960   454,170.808   MT  0.99999262   -0 08 44.1
 TU2539;UTM  05      - 2,156,483.843   191,719.883   MT  1.00077490   -0 58 48.0
 TU2539;UTM  04      - 2,156,716.894   821,615.306   MT  1.00087877   +1 01 20.8
 TU2539
 TU2539                          SUPERSEDED SURVEY CONTROL
 TU2539
 TU2539  NAD 83(1986)-  19 28 45.00701(N)    155 56 11.55731(W) AD(       ) 4
 TU2539  OLD HI      -  19 28 55.87700(N)    155 56 21.59200(W) AD(       ) 3
 TU2539
 TU2539.Superseded values are not recommended for survey control.
 TU2539.NGS no longer adjusts projects to the OLD HI datum.
 TU2539.See file dsdata.txt to determine how the superseded data were derived.
 TU2539
 TU2539_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9172056484(NAD 83)
 TU2539
 TU2539  HISTORY     - Date     Condition        Report By
 TU2539  HISTORY     - 1928     MONUMENTED       CGS
 TU2539  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2539  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2539
 TU2539                          STATION DESCRIPTION
 TU2539
 TU2539'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2539'ON WESTERN COAST OF HAWAII, NORTH SIDE OF KEALAKEKUA BAY, THE
 TU2539'USUAL TYPE OF UNWATCHED LIGHT.  A SQUARE STRUCTURE, TAPERING,
 TU2539'AND PAINTED WHITE.  THERE IS A SMALL RAILED PLATFORM ABOUT THE
 TU2539'LAMP.  HEIGHT ABOUT 33 FEET.  MUST NOT BE CONFUSED WITH OLD LIGHT,
 TU2539'WHICH WAS ON A POLE, DETERMINED IN 1913.  NEW LIGHT IS 18 FEET
 TU2539'TRUE SOUTH FROM POSITION OF OLD LIGHT.
 TU2539
 TU2539                          STATION RECOVERY (1968)
 TU2539
 TU2539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2539'STATION WAS RECOVERED.  LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF
 TU2539'KEALAKEKUA AND 1 MILE WEST-NORTHWEST OF NAPOOPOO DOCK, ON WEST SIDE
 TU2539'OF COOK POINT, ABOUT 1300 FEET SOUTHWEST FROM CAPTAIN COOKS
 TU2539'MONUMENT.
 TU2539'
 TU2539'STATION IS THE CENTER OF THE LIGHT TOWER, A SQUARE, WHITE,
 TU2539'CONCRETE STRUCTURE, 4-1/2 FEET SQUARE AT THE BASE, TAPERING TO 2
 TU2539'FEET SQUARE AT THE TOP, SUPPORTING A 5-FOOT-SQUARE PLATFORM WITH
 TU2539'THE WHITE LIGHT EXTENDING ABOVE IT.  THE LIGHT IS ABOUT 22 FEET
 TU2539'ABOVE GROUND.
 TU2539'
 TU2539'THE POINT OCCUPIED BY THE OLD LIGHT IS 18 FEET NORTH FROM CENTER
 TU2539'OF TOWER, AND IS MARKED BY A SMALL BRASS PIPE SET IN CONCRETE
 TU2539'BLOCK.
 TU2539
 TU2539                          STATION RECOVERY (1972)
 TU2539
 TU2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2539'STATION WAS RECOVERED AS DESCRIBED BY R.C. MUNSON (1968) IN
 TU2539'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2524 ***********************************************************************
 TU2524  DESIGNATION -  NAPOOPOO SCHOOL FLAGPOLE
 TU2524  PID         -  TU2524
 TU2524  STATE/COUNTY-  HI/HAWAII
 TU2524  USGS QUAD   -  HONAUNAU (1996)
 TU2524
 TU2524                         *CURRENT SURVEY CONTROL
 TU2524  ___________________________________________________________________
 TU2524* NAD 83(1993)-  19 28 13.42628(N)    155 53 57.78477(W)     ADJUSTED  
 TU2524* LOCAL TIDAL -                                                        
 TU2524  ___________________________________________________________________
 TU2524  EPOCH DATE  -        1993.62
 TU2524  LAPLACE CORR-          24.51  (seconds)                    DEFLEC99
 TU2524  GEOID HEIGHT-          20.92  (meters)                     GEOID03
 TU2524
 TU2524  HORZ ORDER  -  THIRD
 TU2524
 TU2524.The horizontal coordinates were established by classical geodetic methods
 TU2524.and adjusted by the National Geodetic Survey in December 1998..
 TU2524.The horizontal coordinates are valid at the epoch date displayed above.
 TU2524.The epoch date for horizontal control is a decimal equivalence
 TU2524.of Year/Month/Day.
 TU2524
 TU2524
 TU2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2524
 TU2524.The geoid height was determined by GEOID03.
 TU2524
 TU2524;                    North         East     Units Scale Factor Converg.
 TU2524;SPC HI 1     -    70,565.335   458,068.695   MT  0.99998839   -0 07 59.2
 TU2524;UTM  05      - 2,155,445.771   195,606.068   MT  1.00074547   -0 58 01.8
 TU2524
 TU2524                          SUPERSEDED SURVEY CONTROL
 TU2524
 TU2524  NAD 83(1986)-  19 28 13.42340(N)    155 53 57.82035(W) AD(       ) 4
 TU2524  OLD HI      -  19 28 25.05000(N)    155 54 07.32400(W) AD(       ) 3
 TU2524
 TU2524.Superseded values are not recommended for survey control.
 TU2524.NGS no longer adjusts projects to the OLD HI datum.
 TU2524.See file dsdata.txt to determine how the superseded data were derived.
 TU2524
 TU2524_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9560655446(NAD 83)
 TU2524
 TU2524  HISTORY     - Date     Condition        Report By
 TU2524  HISTORY     - UNK      MONUMENTED
 TU2524  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2524  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2524
 TU2524                          STATION DESCRIPTION
 TU2524
 TU2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2524'ON WESTERN COAST OF HAWAII, KONA DISTRICT, 1-1/4 MILES EAST OF
 TU2524'WHARF AT NAPOOPOO, ON THE PUBLIC SCHOOL, A 1-STORY BUILDING,
 TU2524'ORIGINALLY A DARK RED COLOR, WITH GALVANIZED ROOF.  BUILDING
 TU2524'CONSPICUOUS BECAUSE OF LARGE NUMBER OF WINDOWS.  IN 1928 BUILDING
 TU2524'NO LONGER RED BUT BROWN, AND ROOF NO LONGER SHOWS UP
 TU2524'BRIGHT.  BUILDING NO LONGER CONSPICUOUS BECAUSE OF COLOR,
 TU2524'PAINTED ROOF, AND NUMEROUS OTHER BUILDINGS ABOUT.  STATION IS
 TU2524'FLAGPOLE ON EAST SIDE OF BUILDING, MIDWAY BETWEEN ENDS, AND
 TU2524'MAY BE SEEN FROM THE SHORE, SHOWING OVER THE ROOF.  ON SCHOOL
 TU2524'DAYS A FLAG WILL BE FLYING.
 TU2524
 TU2524                          STATION RECOVERY (1968)
 TU2524
 TU2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2524'STATION WAS RECOVERED.  IT IS A SLENDER PIPE FLAGPOLE ABOUT 25
 TU2524'FEET TALL, SET IN A MASS OF CONCRETE, AT EAST SIDE OF ABANDONED
 TU2524'SCHOOL BUILDING, MIDWAY BETWEEN ENDS.
 TU2524'
 TU2524'LOCATED ABOUT 2 MILES SOUTHEAST OF CAPTAIN COOK AND 1-1/4 MILES
 TU2524'EAST OF NAPOOPOO, ALONG WEST SIDE OF OLD MACADAM ROAD LEADING
 TU2524'DOWN TO NAPOOPOO FROM STATE HIGHWAY 11.
 TU2524'
 TU2524'NOTE--SINCE SCHOOL IS ABANDONED A FLAG NO LONGER FLIES, AND
 TU2524'LARGE TREES BLOCK VIEW OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3456 ***********************************************************************
 TU3456  DESIGNATION -  NAPUUKULUA 1915
 TU3456  PID         -  TU3456
 TU3456  STATE/COUNTY-  HI/MAUI
 TU3456  USGS QUAD   -  ILIO POINT (1993)
 TU3456
 TU3456                         *CURRENT SURVEY CONTROL
 TU3456  ___________________________________________________________________
 TU3456* NAD 83(1993)-  21 09 34.47580(N)    157 13 57.08633(W)     ADJUSTED  
 TU3456* LOCAL TIDAL -       166.     (meters)     545.     (feet)  SCALED    
 TU3456  ___________________________________________________________________
 TU3456  EPOCH DATE  -        1993.62
 TU3456  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 TU3456  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU3456
 TU3456  HORZ ORDER  -  SECOND
 TU3456
 TU3456.The horizontal coordinates were established by classical geodetic methods
 TU3456.and adjusted by the National Geodetic Survey in December 1998..
 TU3456.The horizontal coordinates are valid at the epoch date displayed above.
 TU3456.The epoch date for horizontal control is a decimal equivalence
 TU3456.of Year/Month/Day.
 TU3456
 TU3456.The orthometric height was scaled from a topographic map.
 TU3456
 TU3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3456
 TU3456.The geoid height was determined by GEOID03.
 TU3456
 TU3456;                    North         East     Units Scale Factor Converg.
 TU3456;SPC HI 2     -    91,578.209   441,231.594   MT  1.00000933   -0 12 15.3
 TU3456;UTM  04      - 2,340,830.561   683,517.404   MT  1.00001620   +0 38 17.4
 TU3456
 TU3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3456!SPC HI 2     -   0.99997146  x   1.00000933  =   0.99998079
 TU3456!UTM  04      -   0.99997146  x   1.00001620  =   0.99998766
 TU3456
 TU3456:                Primary Azimuth Mark                     Grid Az
 TU3456:SPC HI 2     -  KAEO                                     003 42 19.7
 TU3456:UTM  04      -  KAEO                                     002 51 47.0
 TU3456
 TU3456|---------------------------------------------------------------------|
 TU3456| PID    Reference Object                     Distance      Geod. Az  |
 TU3456|                                                           dddmmss.s |
 TU3456| TU3447 KAEO                                APPROX. 5.9 KM 0033004.4 |
 TU3456|---------------------------------------------------------------------|
 TU3456
 TU3456                          SUPERSEDED SURVEY CONTROL
 TU3456
 TU3456  NAD 83(1986)-  21 09 34.43372(N)    157 13 57.04136(W) AD(       ) 2
 TU3456  OLD HI      -  21 09 45.89000(N)    157 14 07.21900(W) AD(       ) 2
 TU3456
 TU3456.Superseded values are not recommended for survey control.
 TU3456.NGS no longer adjusts projects to the OLD HI datum.
 TU3456.See file dsdata.txt to determine how the superseded data were derived.
 TU3456
 TU3456_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8351740831(NAD 83)
 TU3456
 TU3456  HISTORY     - Date     Condition        Report By
 TU3456  HISTORY     - 1915     MONUMENTED       HIGS
 TU3456
 TU3456                          STATION DESCRIPTION
 TU3456
 TU3456'DESCRIBED BY HAWAII GEODETIC SURVEY 1915 (ERH)
 TU3456'IN THE WESTERN END OF MOLOKAI, ON THE LOWER AND NORTHWESTERN
 TU3456'OF TWO HILLS OF SAME NAME, IN THE CENTER OF A SMALL HEIAU (TEMPLE)
 TU3456'ABOUT 2,900 METERS FROM THE WEST SHORE OF THE ISLAND.  THESE TWO
 TU3456'HILLS SHOW UP PROMINENTLY AGAINST THE SKY FROM THE VICINITY OF
 TU3456'THE GREAT SAND BEACH WHICH IS 3 MILES SOUTH OF ILIO POINT, AND
 TU3456'ARE 3 MILES EAST OF THE CENTER OF BEACH.  MARKED BY POST AND
 TU3456'CAIRN, AND THREE REFERENCE MARKS, EACH A CROSS ON ROCK, AT
 TU3456'FOLLOWING DISTANCES FROM STATION--NO. 1, 18.5 FEET.  NO. 2,
 TU3456'15.7 FEET.  AND NO. 3, 18.3 FEET.  THE DISTANCES BETWEEN
 TU3456'REFERENCE MARKS ARE AS FOLLOWS--NOS. 1 TO 2, 31.2 FEET.
 TU3456'NOS. 2 TO 3, 27.5 FEET.  AND NOS. 3 TO 1, 32 FEET.  IN 1925 THE
 TU3456'CENTER POST COULD NOT BE FOUND, BUT THE THREE REFERENCE
 TU3456'CROSSES ON HEAVY BOWLDERS WERE READILY FOUND, BUT THE
 TU3456'DISTANCES BETWEEN THEM SHOWED SUCH DISCREPANCIES THAT A NEW
 TU3456'MARK WHICH WAS PUT IN WAS CALLED NA PUU KULUA 2. (SEE
 TU3456'DESCRIPTION OF THAT STATION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3413 ***********************************************************************
 TU3413  DESIGNATION -  NAT 1925
 TU3413  PID         -  TU3413
 TU3413  STATE/COUNTY-  HI/MAUI
 TU3413  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3413
 TU3413                         *CURRENT SURVEY CONTROL
 TU3413  ___________________________________________________________________
 TU3413* NAD 83(1993)-  21 05 55.27036(N)    157 02 52.56450(W)     ADJUSTED  
 TU3413* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU3413  ___________________________________________________________________
 TU3413  EPOCH DATE  -        1993.62
 TU3413  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 TU3413  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3413
 TU3413  HORZ ORDER  -  THIRD
 TU3413
 TU3413.The horizontal coordinates were established by classical geodetic methods
 TU3413.and adjusted by the National Geodetic Survey in December 1998..
 TU3413.The horizontal coordinates are valid at the epoch date displayed above.
 TU3413.The epoch date for horizontal control is a decimal equivalence
 TU3413.of Year/Month/Day.
 TU3413
 TU3413.The orthometric height was scaled from a topographic map.
 TU3413
 TU3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3413
 TU3413.The geoid height was determined by GEOID03.
 TU3413
 TU3413;                    North         East     Units Scale Factor Converg.
 TU3413;SPC HI 2     -    84,779.417   460,386.639   MT  0.99998605   -0 08 14.1
 TU3413;UTM  04      - 2,334,313.339   702,771.452   MT  1.00010812   +0 42 10.6
 TU3413
 TU3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3413!SPC HI 2     -   0.99999735  x   0.99998605  =   0.99998340
 TU3413!UTM  04      -   0.99999735  x   1.00010812  =   1.00010547
 TU3413
 TU3413:                Primary Azimuth Mark                     Grid Az
 TU3413:SPC HI 2     -  PUU LUAHINE                              047 23 26.2
 TU3413:UTM  04      -  PUU LUAHINE                              046 33 01.5
 TU3413
 TU3413|---------------------------------------------------------------------|
 TU3413| PID    Reference Object                     Distance      Geod. Az  |
 TU3413|                                                           dddmmss.s |
 TU3413| TU3393 PUU LUAHINE                         APPROX. 5.0 KM 0471512.1 |
 TU3413| TU3399 KAUNAKAKAI WIRELESS MAST            APPROX. 2.9 KM 1174605.8 |
 TU3413| TU3409 KAUNAKAKAI HARBOR SHACK             APPROX. 2.8 KM 1342638.5 |
 TU3413|---------------------------------------------------------------------|
 TU3413
 TU3413                          SUPERSEDED SURVEY CONTROL
 TU3413
 TU3413  NAD 83(1986)-  21 05 55.22607(N)    157 02 52.51427(W) AD(       ) 3
 TU3413  OLD HI      -  21 06 06.66100(N)    157 03 02.62200(W) AD(       ) 3
 TU3413
 TU3413.Superseded values are not recommended for survey control.
 TU3413.NGS no longer adjusts projects to the OLD HI datum.
 TU3413.See file dsdata.txt to determine how the superseded data were derived.
 TU3413
 TU3413_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0277134313(NAD 83)
 TU3413_MARKER: Z = SEE DESCRIPTION
 TU3413_SETTING: 0 = UNSPECIFIED SETTING
 TU3413
 TU3413  HISTORY     - Date     Condition        Report By
 TU3413  HISTORY     - 1925     MONUMENTED       CGS
 TU3413  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3413
 TU3413                          STATION DESCRIPTION
 TU3413
 TU3413'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3413'ON THE SOUTHERN SHORE OF MOLOKAI, ABOUT 1-1/2 MILES WEST OF
 TU3413'KAUNAKAKAI WHARF, AND ABOUT 1/2 MILE WEST OF THE ONLY COCONUT
 TU3413'GROVE IN THE VICINITY.  STATION IS ON A STRETCH OF MARSHY TIDE-FLAT
 TU3413'ABOUT 1 FOOT ABOVE ORDINARY HIGH WATER AND 40 METERS SOUTH
 TU3413'FROM THE TREE LINE.  MARKED BY A STANDARD UNITED STATES COAST
 TU3413'AND GEODETIC SURVEY BRONZE DISK SET IN TOP OF A 6-INCH SQUARE
 TU3413'CONCRETE POST WHICH PROJECTS ONE FOOT ABOVE SURFACE OF
 TU3413'GROUND.  KAUNAKAKAI WIRELESS MAST IS DISTANT ABOUT 1-1/2
 TU3413'MILES, IN AZIMUTH 297 DEG 47 MIN FROM THE STATION.
 TU3413
 TU3413                          STATION RECOVERY (1962)
 TU3413
 TU3413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3413'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
 TU3413'
 TU3413'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3413'AND THE AREA VISITED.  STATION IS PROBABLY STILL IN PLACE BUT
 TU3413'THE AREA IS COVERED WITH HIGH GRASS, BRUSH, AND TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1661 ***********************************************************************
 TU1661  DESIGNATION -  NAVAIR
 TU1661  PID         -  TU1661
 TU1661  STATE/COUNTY-  HI/HONOLULU
 TU1661  USGS QUAD   -  EWA (1983)
 TU1661
 TU1661                         *CURRENT SURVEY CONTROL
 TU1661  ___________________________________________________________________
 TU1661* NAD 83(1993)-  21 17 57.72454(N)    158 04 08.57922(W)     ADJUSTED  
 TU1661* LOCAL TIDAL -         4.0    (meters)      13.     (feet)  VERT ANG  
 TU1661  ___________________________________________________________________
 TU1661  EPOCH DATE  -        1993.62
 TU1661  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 TU1661  GEOID HEIGHT-          15.11  (meters)                     GEOID03
 TU1661
 TU1661  HORZ ORDER  -  FIRST
 TU1661
 TU1661.The horizontal coordinates were established by classical geodetic methods
 TU1661.and adjusted by the National Geodetic Survey in December 1998..
 TU1661.The horizontal coordinates are valid at the epoch date displayed above.
 TU1661.The epoch date for horizontal control is a decimal equivalence
 TU1661.of Year/Month/Day.
 TU1661
 TU1661.The orthometric height was determined by vertical angle observations.
 TU1661
 TU1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1661
 TU1661.The geoid height was determined by GEOID03.
 TU1661
 TU1661;                    North         East     Units Scale Factor Converg.
 TU1661;SPC HI 3     -    14,694.114   492,835.349   MT  0.99999063   -0 01 30.3
 TU1661;UTM  04      - 2,355,565.062   596,561.464   MT  0.99971522   +0 20 17.5
 TU1661
 TU1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1661!SPC HI 3     -   0.99999700  x   0.99999063  =   0.99998763
 TU1661!UTM  04      -   0.99999700  x   0.99971522  =   0.99971222
 TU1661
 TU1661|---------------------------------------------------------------------|
 TU1661| PID    Reference Object                     Distance      Geod. Az  |
 TU1661|                                                           dddmmss.s |
 TU1661| CJ8872 NAVAIR RM 1                           7.405 METERS 00649     |
 TU1661| CJ8873 NAVAIR RM 2                           7.122 METERS 22447     |
 TU1661| TU1662 BARBERS PT NAS BASE CONT TR BN      APPROX. 1.2 KM 3513100.1 |
 TU1661|---------------------------------------------------------------------|
 TU1661
 TU1661                          SUPERSEDED SURVEY CONTROL
 TU1661
 TU1661  NAD 83(1986)-  21 17 57.67276(N)    158 04 08.58999(W) AD(       ) 1
 TU1661  OLD HI      -  21 18 09.04799(N)    158 04 18.47119(W) AD(       ) 1
 TU1661
 TU1661.Superseded values are not recommended for survey control.
 TU1661.NGS no longer adjusts projects to the OLD HI datum.
 TU1661.See file dsdata.txt to determine how the superseded data were derived.
 TU1661
 TU1661_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9656155565(NAD 83)
 TU1661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1661
 TU1661  HISTORY     - Date     Condition        Report By
 TU1661  HISTORY     - 1969     MONUMENTED       CGS
 TU1661
 TU1661                          STATION DESCRIPTION
 TU1661
 TU1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1661'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF EWA,
 TU1661'2-1/2 MILES EAST OF THE BARBERS POINT LIGHTHOUSE, ON BARBERS
 TU1661'POINT NAVAL AIR STATION AND AT THE EDGE OF THE BEACH.
 TU1661'
 TU1661'TO REACH THE STATION FROM THE POST OFFICE IN EWA, GO WESTERLY ON
 TU1661'MAIN STREET FOR 0.85 MILE TO A SIDE ROAD ON LEFT, TURN LEFT AND GO
 TU1661'SOUTH FOR 0.1 MILE TO GATE NO. 2 OF BARBERS POINT NAVAL AIR
 TU1661'STATION.  PASS THROUGH THE GATE, TURN RIGHT AND GO WESTERLY ON
 TU1661'ROOSEVELT ROAD FOR 0.6 MILE TO THE INTERSECTION WITH CORAL SEA
 TU1661'ROAD.  TURN LEFT AND GO SOUTHERLY AND WESTERLY ON CORAL SEA ROAD
 TU1661'FOR 2.9 MILES TO A SMALL PARK ON THE LEFT, TURN LEFT AND GO SOUTH
 TU1661'ALONG THE WEST SIDE OF THE PARK FOR 0.05 MILE TO THE STATION, JUST
 TU1661'BEFORE REACHING THE BEACH.
 TU1661'
 TU1661'THE STATION MARK IS A STANDARD DISK STAMPED NAVAIR 1969, SET IN
 TU1661'THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES.  IT IS 23
 TU1661'FEET NORTH OF WHERE A SMALL BLUFF BREAKS OFF TO THE BEACH, AND
 TU1661'19 FEET WEST OF A BASEBALL DIAMOND BACKSTOP.
 TU1661'
 TU1661'REFERENCE MARK 1 IS A STANDARD DISK STAMPED NAVAIR NO 1 1969, SET
 TU1661'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TU1661'46 FEET NORTH OF THE BLUFF AND 17 FEET NORTHWEST OF THE BASEBALL
 TU1661'DIAMOND BACKSTOP.
 TU1661'
 TU1661'REFERENCE MARK 2 IS A STANDARD DISK STAMPED NAVAIR NO 2 1969, SET
 TU1661'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 TU1661'11 FEET NORTH OF THE BLUFF, AND 41 FEET SOUTHWEST OF THE BASEBALL
 TU1661'DIAMOND BACKSTOP.
 TU1661'
 TU1661'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 TU1661'
 TU1661'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 45.07 FEET, OR
 TU1661'13.739 METERS.
 TU1661'
 TU1661'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1439 ***********************************************************************
 TU1439  DESIGNATION -  NAVY BOUNDARY MARKER 1963
 TU1439  PID         -  TU1439
 TU1439  STATE/COUNTY-  HI/HONOLULU
 TU1439  USGS QUAD   -  PEARL HARBOR (1983)
 TU1439
 TU1439                         *CURRENT SURVEY CONTROL
 TU1439  ___________________________________________________________________
 TU1439* NAD 83(1993)-  21 19 26.40598(N)    157 58 15.90429(W)     ADJUSTED  
 TU1439* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1439  ___________________________________________________________________
 TU1439  EPOCH DATE  -        1993.62
 TU1439  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 TU1439  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU1439
 TU1439  HORZ ORDER  -  THIRD
 TU1439
 TU1439.The horizontal coordinates were established by classical geodetic methods
 TU1439.and adjusted by the National Geodetic Survey in December 1998..
 TU1439.No horizontal observational check was made to the station.
 TU1439.The horizontal coordinates are valid at the epoch date displayed above.
 TU1439.The epoch date for horizontal control is a decimal equivalence
 TU1439.of Year/Month/Day.
 TU1439
 TU1439.The orthometric height was scaled from a topographic map.
 TU1439
 TU1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1439
 TU1439.The geoid height was determined by GEOID03.
 TU1439
 TU1439;                    North         East     Units Scale Factor Converg.
 TU1439;SPC HI 3     -    17,420.268   502,999.788   MT  0.99999011   +0 00 37.9
 TU1439;UTM  04      - 2,358,354.909   606,705.741   MT  0.99974070   +0 22 27.1
 TU1439
 TU1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1439!SPC HI 3     -   0.99999742  x   0.99999011  =   0.99998753
 TU1439!UTM  04      -   0.99999742  x   0.99974070  =   0.99973812
 TU1439
 TU1439                          SUPERSEDED SURVEY CONTROL
 TU1439
 TU1439  NAD 83(1986)-  21 19 26.35502(N)    157 58 15.91402(W) AD(       ) 3
 TU1439  OLD HI      -  21 19 37.71900(N)    157 58 25.78200(W) AD(       ) 3
 TU1439
 TU1439.Superseded values are not recommended for survey control.
 TU1439.NGS no longer adjusts projects to the OLD HI datum.
 TU1439.See file dsdata.txt to determine how the superseded data were derived.
 TU1439
 TU1439_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0670658355(NAD 83)
 TU1439
 TU1439  HISTORY     - Date     Condition        Report By
 TU1439  HISTORY     - 1963     MONUMENTED       CGS
 TU1439
 TU1439                          STATION DESCRIPTION
 TU1439
 TU1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU1439'SEE STATION PUULOA 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2610 ***********************************************************************
 TU2610  DESIGNATION -  NAWAI
 TU2610  PID         -  TU2610
 TU2610  STATE/COUNTY-  HI/HAWAII
 TU2610  USGS QUAD   -  KIHOLO (1996)
 TU2610
 TU2610                         *CURRENT SURVEY CONTROL
 TU2610  ___________________________________________________________________
 TU2610* NAD 83(1993)-  19 51 07.91076(N)    155 56 47.68397(W)     ADJUSTED  
 TU2610* LOCAL TIDAL -        17.     (meters)      56.     (feet)  SCALED    
 TU2610  ___________________________________________________________________
 TU2610  EPOCH DATE  -        1993.62
 TU2610  LAPLACE CORR-          13.48  (seconds)                    DEFLEC99
 TU2610  GEOID HEIGHT-          19.86  (meters)                     GEOID03
 TU2610
 TU2610  HORZ ORDER  -  THIRD
 TU2610
 TU2610.The horizontal coordinates were established by classical geodetic methods
 TU2610.and adjusted by the National Geodetic Survey in December 1998..
 TU2610.The horizontal coordinates are valid at the epoch date displayed above.
 TU2610.The epoch date for horizontal control is a decimal equivalence
 TU2610.of Year/Month/Day.
 TU2610
 TU2610.The orthometric height was scaled from a topographic map.
 TU2610
 TU2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2610
 TU2610.The geoid height was determined by GEOID03.
 TU2610
 TU2610;                    North         East     Units Scale Factor Converg.
 TU2610;SPC HI 1     -   112,842.552   453,224.550   MT  0.99999370   -0 09 06.0
 TU2610;UTM  05      - 2,197,822.225   191,380.400   MT  1.00077743   -1 00 05.2
 TU2610;UTM  04      - 2,198,021.533   819,818.138   MT  1.00086445   +1 02 16.1
 TU2610
 TU2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2610!SPC HI 1     -   0.99999421  x   0.99999370  =   0.99998791
 TU2610!UTM  05      -   0.99999421  x   1.00077743  =   1.00077163
 TU2610!UTM  04      -   0.99999421  x   1.00086445  =   1.00085865
 TU2610
 TU2610:                Primary Azimuth Mark                     Grid Az
 TU2610:SPC HI 1     -  ANAEHOOMALU                              036 03 56.7
 TU2610:UTM  05      -  ANAEHOOMALU                              036 54 55.9
 TU2610:UTM  04      -  ANAEHOOMALU                              034 52 34.6
 TU2610
 TU2610|---------------------------------------------------------------------|
 TU2610| PID    Reference Object                     Distance      Geod. Az  |
 TU2610|                                                           dddmmss.s |
 TU2610| TU2614 ANAEHOOMALU                         APPROX.11.1 KM 0355450.7 |
 TU2610| CN5944 NAWAI RM 1                           12.743 METERS 16004     |
 TU2610| CN5945 NAWAI RM 2                           14.639 METERS 26525     |
 TU2610|---------------------------------------------------------------------|
 TU2610
 TU2610                          SUPERSEDED SURVEY CONTROL
 TU2610
 TU2610  NAD 83(1986)-  19 51 07.90981(N)    155 56 47.69664(W) AD(       ) 3
 TU2610  OLD HI      -  19 51 19.30700(N)    155 56 57.38900(W) AD(       ) 3
 TU2610
 TU2610.Superseded values are not recommended for survey control.
 TU2610.NGS no longer adjusts projects to the OLD HI datum.
 TU2610.See file dsdata.txt to determine how the superseded data were derived.
 TU2610
 TU2610_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9138097822(NAD 83)
 TU2610_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2610_SETTING: 80 = SET IN A BOULDER
 TU2610_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU2610
 TU2610  HISTORY     - Date     Condition        Report By
 TU2610  HISTORY     - 1928     MONUMENTED       CGS
 TU2610  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2610  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2610  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2610
 TU2610                          STATION DESCRIPTION
 TU2610
 TU2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2610'ON THE NORTHWEST COAST OF HAWAII, ON MANO POINT, SOUTH SIDE OF
 TU2610'KIHOLO BAY, AT AN ELEVATION OF ABOUT 50 FEET, ON A LARGE BOULDER
 TU2610'OR LAVA CINDER, WHICH IS ON THE HIGHEST AND MOST PROMINENT POINT
 TU2610'LOOKING FROM THE NORTHWEST.  IT IS NEARLY IN THE CENTER OF A LAVA
 TU2610'AA FLOW, 3 METERS WEST OF THE TRAIL WHICH CROSSES THE FLOW, AND
 TU2610'ABOUT 200 METERS BACK FROM THE SHORE LINE.  STATION IS 1,050
 TU2610'METERS N. 77 DEG W. (TRUE) OF THE SOUTHWEST END OF A SMALL SAND
 TU2610'BEACH, AND 2,780 METERS, S. 78 DEGREES W. (TRUE) OF THE OUTLET
 TU2610'OF A FISH POND AT THE EAST SIDE OF A DEEP BIGHT IN EAST
 TU2610'SIDE OF KIHOLO BAY.  MARKED WITH A STANDARD DISK STATION
 TU2610'MARK ACCORDING TO NOTE 5, WHILE TWO STANDARD DISK REFERENCE
 TU2610'MARKS, NOTE 12C, WERE SET AT THE FOLLOWING DISTANCES AND AZIMUTHS
 TU2610'FROM THE STATION--NO. 1, 12.82 METERS (42.1 FEET),
 TU2610'340 DEG 02 MIN.  NO. 2, 14.64 METERS (48.0 FEET),
 TU2610'79 DEG 28 MIN.
 TU2610
 TU2610                          STATION RECOVERY (1968)
 TU2610
 TU2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2610'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2610'CONDITION.  STATION WAS NOT OCCUPIED AT THIS TIME.
 TU2610'
 TU2610'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF KAILUA
 TU2610'AND 8-1/2 MILES NORTHWEST OF PUU WAAWAA RANCH HEADQUARTERS.  AT THE
 TU2610'WEST END OF KIHOLO BAY, ABOUT 2200 FEET NORTHWEST OF LUAHINAWAI
 TU2610'POND AND SMALL CLUMP OF PALMS AND 600 FT SOUTH FROM NAWAIKULUA
 TU2610'POINT, AT NORTH SIDE OF TRAIL AND ON A LARGE FLAT ROCK IN MIDST
 TU2610'OF LAVA FLOW.
 TU2610'
 TU2610'TO REACH STATION FROM POST OFFICE IN KAMUELA, GO SOUTH ON STATE
 TU2610'HIGHWAY 19 FOR 6.3 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2610'20.  CONTINUE ON STATE HIGHWAY 19 FOR 15.3 MILES TO PUU WAAWAA
 TU2610'RANCH DRIVEWAY ON LEFT.  CONTINUE ON THE HIGHWAY FOR 2.85 MILES
 TU2610'TO LOCKED GATE ON RIGHT, 30 YARDS BEFORE POWER POLE 226.  (KEY
 TU2610'FROM PUU WAAWAA RANCH OFFICE) PASS THROUGH GATE AND FOLLOW ROUGH
 TU2610'ROAD FOR 6.2 MILES TO BEACH AT 2 STONE HOUSE RUINS.  GO LEFT ON
 TU2610'BEACH ROAD FOR 1.3 MILES TO END OF BEACH AND ROAD.  PACK
 TU2610'WESTERLY ON OLD TRAIL ACROSS LAVA FLOW ABOUT 200 YARDS TO
 TU2610'FISH PONDS.  CONTINUE ON TRAIL ABOUT 2200 FEET TO STATION.
 TU2610'
 TU2610'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2610'HOLE IN WEST SIDE OF BEDROCK KNOLL 3 FEET FROM HIGHEST PART
 TU2610'AND 11 FEET NORTH OF NORTH SIDE OF TRAIL.
 TU2610'
 TU2610'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2610'IN A DRILL HOLE IN LARGE BLACK LAVA ROCK PROJECTING 3 FEET ABOVE
 TU2610'GROUND.  IT IS 7.4 FEET LOWER THAN STATION MARK.
 TU2610'
 TU2610'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2610'IN A DRILL HOLE IN A LARGE OVAL-SHAPED ROCK PROJECTING 3 FEET
 TU2610'ABOVE GROUND AT NORTH EDGE OF TRAIL AND IS 2-1/2 FEET LOWER THAN
 TU2610'STATION MARK.
 TU2610'
 TU2610'CAUTION--A FOUR-WHEEL-DRIVE VEHICLE IS REQUIRED.
 TU2610
 TU2610                          STATION RECOVERY (1968)
 TU2610
 TU2610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2610'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2610'HOWEVER, A DISCREPANCY OF NEARLY 6 DEGREES WAS NOTED IN THE
 TU2610'DIRECTION TO RM NO. 2.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2610'
 TU2610'STATION IS LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF KAILUA
 TU2610'AND 8-1/2 MILES NORTHWEST OF PUU WAAWAA RANCH HEADQUARTERS.  AT
 TU2610'THE WEST END OF KIHOLO BAY, ABOUT 2200 FEET NORTHWEST OF
 TU2610'LUAHINAWAI POND AND SMALL CLUMP OF PALMS AND 600 FEET SOUTH FROM
 TU2610'TIP OF NAWAIKULUA POINT, AT NORTH SIDE OF TRAIL, AND ON A HIGH
 TU2610'POINT IN LAVA AREA, AT ABOUT 55 FEET ELEVATION.
 TU2610'
 TU2610'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON
 TU2610'STATE HIGHWAY 19 FOR 6.3 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2610'20.  CONTINUE ON STATE HIGHWAY 19 FOR 15.3 MILES TO PUU WAAWAA
 TU2610'RANCH DRIVEWAY ON LEFT.  CONTINUE ON THE HIGHWAY FOR 2.85 MILES
 TU2610'TO LOCKED GATE ON RIGHT, 30 YARDS BEFORE POWER POLE 226.  (KEY
 TU2610'WAS OBTAINED AT PUU WAAWAA RANCH OFFICE).  PASS THROUGH GATE AND
 TU2610'FOLLOW ROUGH ROAD FOR 6.2 MILES TO BEACH AT 2 STONE HOUSE
 TU2610'RUINS.  GO LEFT ON BEACH ROAD FOR 1.3 MILES TO END OF BEACH
 TU2610'AND ROAD.  PACK WESTERLY ON OLD TRAIL ACROSS LAVA FLOW ABOUT
 TU2610'200 YARDS TO POND.  CONTINUE ON TRAIL ABOUT 2200 FEET TO
 TU2610'STATION.
 TU2610'
 TU2610'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2610'HOLE IN WEST SIDE OF A BEDROCK KNOLL, 2 FEET FROM HIGHEST PART,
 TU2610'AND 15 FEET NORTH OF TRAIL.
 TU2610'
 TU2610'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2610'IN A DRILL HOLE IN LARGE BLACK LAVA ROCK PROJECTING 3 FEET ABOVE
 TU2610'GROUND.  IT IS 7.4 FEET LOWER THAN STATION MARK.
 TU2610'
 TU2610'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2610'IN A DRILL HOLE IN A LARGE, OVAL-SHAPED ROCK PROJECTING 3 FEET
 TU2610'ABOVE GROUND, AT NORTH EDGE OF TRAIL AND 2-1/2 FEET LOWER THAN
 TU2610'STATION MARK.
 TU2610'
 TU2610'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED.
 TU2610
 TU2610                          STATION RECOVERY (1971)
 TU2610
 TU2610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2610'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 TU2610'1928.  NO MEASUREMENTS WERE MADE TO THE REFERENCE MARKS.
 TU2610'
 TU2610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2610'13 MILES SOUTH-SOUTHWEST OF KAWAIHAE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3583 ***********************************************************************
 AA3583  TIDAL BM    -  This is a Tidal Bench Mark.
 AA3583  DESIGNATION -  NAWILIWILI 161 1400 D TIDAL
 AA3583  PID         -  AA3583
 AA3583  STATE/COUNTY-  HI/KAUAI
 AA3583  USGS QUAD   -  LIHUE (1996)
 AA3583
 AA3583                         *CURRENT SURVEY CONTROL
 AA3583  ___________________________________________________________________
 AA3583* NAD 83(1993)-  21 57 24.59585(N)    159 21 09.30573(W)     ADJUSTED  
 AA3583* LOCAL TIDAL -         1.9    (meters)       6.     (feet)  GPS OBS   
 AA3583  ___________________________________________________________________
 AA3583  EPOCH DATE  -        1993.62
 AA3583  X           -  -5,538,147.522 (meters)                     COMP
 AA3583  Y           -  -2,086,885.027 (meters)                     COMP
 AA3583  Z           -   2,369,987.005 (meters)                     COMP
 AA3583  LAPLACE CORR-         -11.64  (seconds)                    DEFLEC99
 AA3583  ELLIP HEIGHT-          17.91  (meters)          (11/30/94) GPS OBS
 AA3583  GEOID HEIGHT-          15.16  (meters)                     GEOID03
 AA3583
 AA3583  HORZ ORDER  -  FIRST
 AA3583  ELLP ORDER  -  FIFTH     CLASS I
 AA3583
 AA3583.The horizontal coordinates were established by GPS observations
 AA3583.and adjusted by the National Geodetic Survey in November 1994..
 AA3583.The horizontal coordinates are valid at the epoch date displayed above.
 AA3583.The epoch date for horizontal control is a decimal equivalence
 AA3583.of Year/Month/Day.
 AA3583
 AA3583.The orthometric height was determined by GPS observations and a
 AA3583.high-resolution geoid model.
 AA3583
 AA3583.This Tidal Bench Mark is designated as VM 18
 AA3583.by the Center for Operational Oceanographic Products and Services.
 AA3583
 AA3583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3583
 AA3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3583
 AA3583.The ellipsoidal height was determined by GPS observations
 AA3583.and is referenced to NAD 83.
 AA3583
 AA3583.The geoid height was determined by GEOID03.
 AA3583
 AA3583;                    North         East     Units Scale Factor Converg.
 AA3583;SPC HI 4     -    13,682.074   515,226.860   MT  0.99999286   +0 03 18.4
 AA3583;UTM  04      - 2,428,090.781   463,594.715   MT  0.99961638   -0 07 54.6
 AA3583
 AA3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3583!SPC HI 4     -   0.99999719  x   0.99999286  =   0.99999005
 AA3583!UTM  04      -   0.99999719  x   0.99961638  =   0.99961357
 AA3583
 AA3583                          SUPERSEDED SURVEY CONTROL
 AA3583
 AA3583.No superseded survey control is available for this station.
 AA3583
 AA3583_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6359528091(NAD 83)
 AA3583_MARKER: DD = SURVEY DISK
 AA3583_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AA3583_SP_SET: UNSPECIFIED DEEP
 AA3583_STAMPING: 1400 D 1983
 AA3583_MARK LOGO: NOS   
 AA3583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3583+STABILITY: SURFACE MOTION
 AA3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3583+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 AA3583
 AA3583  HISTORY     - Date     Condition        Report By
 AA3583  HISTORY     - 1983     MONUMENTED       NOS
 AA3583  HISTORY     - 19930807 GOOD             NOS
 AA3583  HISTORY     - 19980813 MARK NOT FOUND   USPSQD
 AA3583  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 AA3583
 AA3583                          STATION DESCRIPTION
 AA3583
 AA3583'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3583'THE STATION WILL MOST LIKELY BE DESTROYED WHEN PLANNED RE-GRADING AND
 AA3583'PAVING OF PORT PARKING AREA TAKES PLACE LATER IN 1993. TO REACH THE
 AA3583'STATION FROM STATE HIGHWAY 58, NAWILIWILI ROAD, AND STATE HIGHWAY 51,
 AA3583'WAAPA ROAD, IN NAWILIWILI, GO EAST FOR 0.10 KM *0.05 MI) ON A PAVED
 AA3583'ROAD TO A ROAD CURVE RIGHT AND A DIRT ROAD STRAIGHT AHEAD CONTINUE
 AA3583'STRAIGHT AHEAD.TO A DIRT ROAD T-JUNCTION. THE STATION IS RECESSED 16
 AA3583'CM BELOW GROUND. LOCATED 53.64M (176.0 FT)NORTH-NORTHWEST FROM THE
 AA3583'BASE OF THE FRONT RANGE LIGHT AT NAWILIWILI HARBOR,23.62M (77.5) FT)
 AA3583'WEST-SOUTHWEST FROM THE BASE OF AN OLD SEAWALL SURROUNDED BY 3 PALM
 AA3583'TREES.
 AA3583
 AA3583                          STATION RECOVERY (1998)
 AA3583
 AA3583'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA3583'MARK NOT FOUND.
 AA3583
 AA3583                          STATION RECOVERY (2005)
 AA3583
 AA3583'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 AA3583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1763 ***********************************************************************
 TU1763  DESIGNATION -  NAWILIWILI HARBOR LIGHTHOUSE
 TU1763  PID         -  TU1763
 TU1763  STATE/COUNTY-  HI/KAUAI
 TU1763  USGS QUAD   -  LIHUE (1996)
 TU1763
 TU1763                         *CURRENT SURVEY CONTROL
 TU1763  ___________________________________________________________________
 TU1763* NAD 83(1993)-  21 57 17.95400(N)    159 20 08.85813(W)     ADJUSTED  
 TU1763* LOCAL TIDAL -                                                        
 TU1763  ___________________________________________________________________
 TU1763  EPOCH DATE  -        1993.62
 TU1763  LAPLACE CORR-         -12.61  (seconds)                    DEFLEC99
 TU1763  GEOID HEIGHT-          14.89  (meters)                     GEOID03
 TU1763
 TU1763  HORZ ORDER  -  THIRD
 TU1763
 TU1763.The horizontal coordinates were established by classical geodetic methods
 TU1763.and adjusted by the National Geodetic Survey in December 1998..
 TU1763.The horizontal coordinates are valid at the epoch date displayed above.
 TU1763.The epoch date for horizontal control is a decimal equivalence
 TU1763.of Year/Month/Day.
 TU1763
 TU1763
 TU1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1763
 TU1763.The geoid height was determined by GEOID03.
 TU1763
 TU1763;                    North         East     Units Scale Factor Converg.
 TU1763;SPC HI 4     -    13,479.547   516,961.465   MT  0.99999355   +0 03 41.0
 TU1763;UTM  04      - 2,427,882.675   465,327.996   MT  0.99961485   -0 07 32.0
 TU1763
 TU1763                          SUPERSEDED SURVEY CONTROL
 TU1763
 TU1763  NAD 83(1986)-  21 57 17.93586(N)    159 20 08.90952(W) AD(       ) 4
 TU1763  OLD HI      -  21 57 29.25900(N)    159 20 18.95600(W) AD(       ) 3
 TU1763
 TU1763.Superseded values are not recommended for survey control.
 TU1763.NGS no longer adjusts projects to the OLD HI datum.
 TU1763.See file dsdata.txt to determine how the superseded data were derived.
 TU1763
 TU1763_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6532827883(NAD 83)
 TU1763_MARKER: 13 = LIGHTHOUSE
 TU1763
 TU1763  HISTORY     - Date     Condition        Report By
 TU1763  HISTORY     - 1962     FIRST OBSERVED   CGS
 TU1763  HISTORY     - 1965     GOOD             CGS
 TU1763  HISTORY     - 1978     GOOD             NGS
 TU1763  HISTORY     - 1983     GOOD             USPSQD
 TU1763  HISTORY     - 19910621 GOOD             USPSQD
 TU1763  HISTORY     - 19970107 GOOD             USPSQD
 TU1763  HISTORY     - 19970609 GOOD             USPSQD
 TU1763  HISTORY     - 19980813 GOOD             USPSQD
 TU1763  HISTORY     - 20040425 POOR             USPSQD
 TU1763  HISTORY     - 20051026 GOOD             GEOCAC
 TU1763
 TU1763                          STATION DESCRIPTION
 TU1763
 TU1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1763'THE LIGHTHOUSE IS 2-1/2 MILES SOUTHEAST OF LIHUE IN THE SOUTHEASTERN
 TU1763'PART OF KAUAI, ON NININI POINT.  THE LIGHTHOUSE IS 86 FEET HIGH,
 TU1763'BUILT OF REINFORCED CONCRETE.  THE DIAMETER AT THE BASE IS 16 FEET
 TU1763'AND WAS BUILT IN 1932.  IT IS PAINTED SUN TAN.
 TU1763'
 TU1763'THE POINT OBSERVED WAS THE CENTER OF THE LIGHT.
 TU1763'
 TU1763'THE FOLLOWING MARKS WERE ALSO FOUND NEAR THE
 TU1763'LIGHTHOUSE.  INFORMATION COULD NOT BE FOUND FOR THESE MARKS.
 TU1763'
 TU1763'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NO 1 1927, SET IN
 TU1763'THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 16
 TU1763'INCHES.  THE ARROW IS POINTING TO THE APPROXIMATE CENTER OF THE NEW
 TU1763'LIGHTHOUSE.  THE MARK IS ABOUT THE SAME ELEVATION AS THE BASE AND
 TU1763'44 FEET SOUTHWEST OF THE LIGHTHOUSE.
 TU1763'
 TU1763'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NO 2 1927, CEMENTED
 TU1763'IN A DRILL HOLE IN A LARGE BOULDER, FLUSH WITH THE TOP OF THE
 TU1763'BOULDER.  THE ARROW POINTS JUST TO THE SOUTH OF THE PRESENT
 TU1763'LIGHTHOUSE.  THE MARK IS 4 FEET LOWER THAN THE BASE AND 74 FEET
 TU1763'SOUTHEAST OF THE LIGHTHOUSE.  ALSO INSCRIBED IN THE SAME BOULDER
 TU1763'IS, U.S. 1911.
 TU1763'
 TU1763'A 3/4 INCH STEEL ROD IN THE CENTER OF A 12 INCH SQUARE CONCRETE
 TU1763'POST PROJECTING 14 INCHES.  IN THE TOP OF THE CONCRETE POST IS
 TU1763'INSCRIBED NININI PT. LIGHT OLD MAST.  IT IS 10 FEET EAST OF THE
 TU1763'LIGHTHOUSE.
 TU1763
 TU1763                          STATION RECOVERY (1965)
 TU1763
 TU1763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1763'STATION WAS RECOVERED IN GOOD CONDITION.
 TU1763'
 TU1763'LOCATED ON NININI POINT, AT NORTH SIDE OF ENTRANCE TO NAWILIWILI
 TU1763'BAY, AT THE U.S. COAST GUARD STATION, ABOUT 2-1/2 MILES SOUTHWEST
 TU1763'OF LIHUE.  A ROUND, CONCRETE TOWER, 86 FEET HIGH AND 16 FEET IN
 TU1763'DIAMETER AT THE BASE, PAINTED LIGHT TAN.  CONSTRUCTED IN 1932.
 TU1763'
 TU1763'A MARKER, CONSISTING OF A 1/2-INCH BRASS PIN SET IN THE TOP OF A
 TU1763'12-INCH-SQUARE CONCRETE MONUMENT PROJECTING 14 INCHES AND WITH THE
 TU1763'WORDS NININI PT LIGHT OLD MAST INSCRIBED IN THE CONCRETE, IS 5.63
 TU1763'METERS SOUTHEAST FROM THE CENTER OF THE TOWER, AND MARKS THE
 TU1763'LOCATION OF THE OLD 1927 NININI POINT LIGHT, WHICH WAS REMOVED
 TU1763'WHEN THIS NEW TOWER WAS CONSTRUCTED.
 TU1763'
 TU1763'TWO OLD REFERENCE MARKS, WITH ARROWS POINTING TOWARDS OLD ECCENTRIC
 TU1763'POINT (DESTROYED DURING CONSTRUCTION OF PRESENT TOWER) WHICH WAS
 TU1763'USED TO POSITION THE OLD LIGHT, ARE STILL IN GOOD CONDITION.
 TU1763'
 TU1763'RM NO. 1 IS 44 FEET WEST OF EDGE OF TOWER, SET IN A CONCRETE
 TU1763'MONUMENT.
 TU1763'
 TU1763'RM NO. 2 IS 74.5 FEET SOUTH OF EDGE OF TOWER, SET IN THE TOP OF A
 TU1763'LARGE FLAT BOULDER ON ROCKY POINT.
 TU1763'
 TU1763'NOTE--THE TOWER WAS POSITIONED IN 1932 BY OCCUPYING THE NININI
 TU1763'PT. LIGHT OLD MAST MARK.
 TU1763
 TU1763                          STATION RECOVERY (1978)
 TU1763
 TU1763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU1763'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TU1763'
 TU1763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1763'2.5 MI. S.E. OF LIHUE.
 TU1763
 TU1763                          STATION RECOVERY (1983)
 TU1763
 TU1763'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1763'STATION RECOVERED GOOD RECOVERED AS DESCRIBED BY P.D.C. 1978.
 TU1763
 TU1763                          STATION RECOVERY (1991)
 TU1763
 TU1763'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1763'RECOVERED IN GOOD CONDITION.
 TU1763
 TU1763                          STATION RECOVERY (1997)
 TU1763
 TU1763'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1763'RECOVERED IN GOOD CONDITION.
 TU1763
 TU1763                          STATION RECOVERY (1997)
 TU1763
 TU1763'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1763'RECOVERED IN GOOD CONDITION.
 TU1763
 TU1763                          STATION RECOVERY (1998)
 TU1763
 TU1763'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1763'RECOVERED IN GOOD CONDITION.
 TU1763
 TU1763                          STATION RECOVERY (2004)
 TU1763
 TU1763'RECOVERY NOTE BY US POWER SQUADRON 2004 (EH)
 TU1763'RM1 DESTROYED-NOT FOUND. RM2 FOUND IN FAIR CODITION. NINIMI PT LIGHT
 TU1763'OLD MAST FOUND, GOOD CONDITION.  FOUND BONZE DISC IN POOR CONDITION,
 TU1763'STAMPED NININI1978 NOT MEMTIONED ANWHERE IN THE DATA SHEET. IF
 TU1763'IMPORTANT A SEPERATE REPORT AND 10 DIGITAL PICTURES ON A CD  IS
 TU1763'AVAILABLE.
 TU1763
 TU1763                          STATION RECOVERY (2005)
 TU1763
 TU1763'RECOVERY NOTE BY GEOCACHING 2005 (LJK)
 TU1763'THE MARK IS THE LIGHTHOUSE, WHICH WAS RECOVERED IN GOOD CONDITION.  RM
 TU1763'1, RM2 OR THE 'NININI PT. LIGHT OLD MAST' WERE NOT SEARCHED FOR OR
 TU1763'RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE5195 ***********************************************************************
 DE5195  DESIGNATION -  NECKER AZ MK
 DE5195  PID         -  DE5195
 DE5195  STATE/COUNTY-  HI/HONOLULU
 DE5195  USGS QUAD   -  
 DE5195
 DE5195                         *CURRENT SURVEY CONTROL
 DE5195  ___________________________________________________________________
 DE5195* NAD 83(1993)-  23 34 35.17718(N)    164 42 16.11822(W)     ADJUSTED  
 DE5195* LOCAL TIDAL -        80.     (meters)     262.     (feet)  SCALED    
 DE5195  ___________________________________________________________________
 DE5195  EPOCH DATE  -        1993.62
 DE5195  X           -  -5,641,771.747 (meters)                     COMP
 DE5195  Y           -  -1,542,940.247 (meters)                     COMP
 DE5195  Z           -   2,535,393.903 (meters)                     COMP
 DE5195  ELLIP HEIGHT-          91.41  (meters)          (07/03/02) GPS OBS
 DE5195
 DE5195  HORZ ORDER  -  B
 DE5195  ELLP ORDER  -  THIRD     CLASS I
 DE5195
 DE5195.The horizontal coordinates were established by GPS observations
 DE5195.and adjusted by the National Geodetic Survey in July 2002..
 DE5195.The horizontal coordinates are valid at the epoch date displayed above.
 DE5195.The epoch date for horizontal control is a decimal equivalence
 DE5195.of Year/Month/Day.
 DE5195
 DE5195.The orthometric height was scaled from a topographic map.
 DE5195
 DE5195.Photographs are available for this station.
 DE5195
 DE5195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5195
 DE5195.The ellipsoidal height was determined by GPS observations
 DE5195.and is referenced to NAD 83.
 DE5195
 DE5195;                    North         East     Units Scale Factor Converg.
 DE5195;SPC HI 5     -   218,838.548    36,439.283   MT  1.00265444   -1 49 05.7
 DE5195;UTM  03      - 2,607,364.737   530,155.583   MT  0.99961123   +0 07 05.5
 DE5195
 DE5195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5195!SPC HI 5     -   0.99998564  x   1.00265444  =   1.00264004
 DE5195!UTM  03      -   0.99998564  x   0.99961123  =   0.99959687
 DE5195
 DE5195                          SUPERSEDED SURVEY CONTROL
 DE5195
 DE5195.No superseded survey control is available for this station.
 DE5195
 DE5195_U.S. NATIONAL GRID SPATIAL ADDRESS:  3QWG3015607365(NAD 83)
 DE5195_MARKER: DZ = AZIMUTH MARK DISK
 DE5195_SETTING: 80 = SET IN A BOULDER
 DE5195_STAMPING: NECKER 1961
 DE5195_MARK LOGO: CGS   
 DE5195_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5195+STABILITY: POSITION/ELEVATION WELL
 DE5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5195+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2001
 DE5195
 DE5195  HISTORY     - Date     Condition        Report By
 DE5195  HISTORY     - 1961     MONUMENTED       CGS
 DE5195  HISTORY     - 20010901 GOOD             NGS
 DE5195
 DE5195                          STATION DESCRIPTION
 DE5195
 DE5195'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DE5195'LOCATED ON THE CENTER POINT OF THE SECOND OF FOUR PEAKS FROM THE
 DE5195'EASTERN END OF NECKER ISLAND.  THE PEAK IS FAIRLY FLAT-TOPPED WITH A
 DE5195'USABLE AREA OF ABOUT 30 FT (9.1 M) IN A N-S DIRECTIN AND 100 FT (30.5
 DE5195'M) IN A E-W DIRECTIN WITH SEVERAL LAVA BOULDERS SCATTERED THROUGH-OUT
 DE5195'THE AREA. AZ MK IS MARKED BY A DISK (TYPED NOT NOTED) (STAMPING NOT
 DE5195'NOTED) SET IN A DRILL HOLE IN A BOULDER ON THE WESTERN MOST PEAK OF
 DE5195'THE ISLAND 12 FT (3.7 M) N OF THE REMAINS OF AN OLD HYDROGRAPHIC
 DE5195'SIGNAL, 15 FT (4.6 M) E OF AN OLD WALL, AND IN ASTRONOMIC AZ FROM S OF
 DE5195'102 01 49.48 FROM RM 2. UNDER IDEAL SEA CONDITINS SMALL BOAT LANDINGS
 DE5195'CAN BE MADE AT SHARK BAY.  DESCRIPTION ABSTRACTED FROM EAST PAC
 DE5195'SURVEYS, INTERIN REPORT, PHASE 1, 1961.
 DE5195
 DE5195                          STATION RECOVERY (2001)
 DE5195
 DE5195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 DE5195'THE STATION IS LOCATED ATOP ANNEXATION PEAK AT THE SW END OF NECKER
 DE5195'ISLAND.  OWNERSHIP, U.S FISH + WILDLIFE SERVICE.  NOTE, THIS AREA IS A
 DE5195'SPECIAL REFUGE, PERMITS AND QUARANTINE PROCEDURES ARE REQUIRED.  TO
 DE5195'REACH THE INTERSECTION FROM A BOAT LANDING AREA AT W COVE, A PROMINENT
 DE5195'SEA LEVEL SADDLE ON THE NW SIDE OF THE ISLAND, HIKE S UPHILL TO THE
 DE5195'TOP OF ANNEXATION PEAK AND THE STATION.  THE STATION IS SET INTO A
 DE5195'DRILL HOLE IN BEDROCK.  LOCATED ATOP ANNEXATION PEAK, IN A OUTCROP OF
 DE5195'BEDROCK ENTENDING 3 FT (0.9 M) ABOVE THE CENTER OF A FLAT TEMPLE
 DE5195'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1727 ***********************************************************************
 TU1727  DESIGNATION -  NEL 2
 TU1727  PID         -  TU1727
 TU1727  STATE/COUNTY-  HI/HONOLULU
 TU1727  USGS QUAD   -  WAIANAE (1983)
 TU1727
 TU1727                         *CURRENT SURVEY CONTROL
 TU1727  ___________________________________________________________________
 TU1727* NAD 83(1993)-  21 23 51.21056(N)    158 10 08.46081(W)     ADJUSTED  
 TU1727* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1727  ___________________________________________________________________
 TU1727  EPOCH DATE  -        1993.62
 TU1727  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 TU1727  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU1727
 TU1727  HORZ ORDER  -  THIRD
 TU1727
 TU1727.The horizontal coordinates were established by classical geodetic methods
 TU1727.and adjusted by the National Geodetic Survey in December 1998..
 TU1727.The horizontal coordinates are valid at the epoch date displayed above.
 TU1727.The epoch date for horizontal control is a decimal equivalence
 TU1727.of Year/Month/Day.
 TU1727
 TU1727.The orthometric height was scaled from a topographic map.
 TU1727
 TU1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1727
 TU1727.The geoid height was determined by GEOID03.
 TU1727
 TU1727;                    North         East     Units Scale Factor Converg.
 TU1727;SPC HI 3     -    25,573.683   482,474.356   MT  0.99999379   -0 03 42.0
 TU1727;UTM  04      - 2,366,375.454   586,134.562   MT  0.99969168   +0 18 11.5
 TU1727
 TU1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1727!SPC HI 3     -   0.99999697  x   0.99999379  =   0.99999076
 TU1727!UTM  04      -   0.99999697  x   0.99969168  =   0.99968865
 TU1727
 TU1727|---------------------------------------------------------------------|
 TU1727| PID    Reference Object                     Distance      Geod. Az  |
 TU1727|                                                           dddmmss.s |
 TU1727| TU1726 PT 223+58.26                        150.435 METERS 07429     |
 TU1727| TU0614 8 8 SS                              APPROX. 1.3 KM 1180524.7 |
 TU1727| TU1728 STATE SURVEY 8 7E SLIM REF 19       268.663 METERS 28741     |
 TU1727|---------------------------------------------------------------------|
 TU1727
 TU1727                          SUPERSEDED SURVEY CONTROL
 TU1727
 TU1727  NAD 83(1986)-  21 23 51.15838(N)    158 10 08.47309(W) AD(       ) 3
 TU1727  OLD HI      -  21 24 02.54435(N)    158 10 18.36449(W) AD(       ) 3
 TU1727
 TU1727.Superseded values are not recommended for survey control.
 TU1727.NGS no longer adjusts projects to the OLD HI datum.
 TU1727.See file dsdata.txt to determine how the superseded data were derived.
 TU1727
 TU1727_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8613566375(NAD 83)
 TU1727_MARKER: Z = SEE DESCRIPTION
 TU1727_SETTING: 0 = UNSPECIFIED SETTING
 TU1727
 TU1727  HISTORY     - Date     Condition        Report By
 TU1727  HISTORY     - 1970     MONUMENTED       USN
 TU1727
 TU1727                          STATION DESCRIPTION
 TU1727
 TU1727'DESCRIBED BY US NAVY 1970
 TU1727'TO REACH STATION, HEAD 1.4 MILE NORTHWEST ALONG HIGHWAY 90 FROM
 TU1727'THE POST OFFICE AT NANAKULI, TO THE U.S. NAVY FORACS 3, NORTH
 TU1727'STATION TOWER, WHICH IS ENCLOSED BY A CHAIN LINK FENCE ON THE
 TU1727'SOUTHWEST SIDE OF THE HIGHWAY.
 TU1727'
 TU1727'STATION MARK IS A 3/4 IN BRASS DISK STAMPED NEL 2 SET IN CONCRETE
 TU1727'ON A CORAL LEDGE.  TIES TO STATION ARE--106.0 FEET SOUTHWEST
 TU1727'FROM THE SOUTH FROM THE WEST CORNER POST OF CHAIN LINK
 TU1727'FENCE.  103.4 FEET SOUTH FROM THE WEST CORNER POST OF CHAIN LINK
 TU1727'FENCE.  17.0 FEET NORTH NORTHEAST FROM THE EDGE OF CORAL
 TU1727'LEDGE.  THIS MARK IS NOT A STANDARD STATE SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2656 ***********************************************************************
 TU2656  DESIGNATION -  NEW 1932
 TU2656  PID         -  TU2656
 TU2656  STATE/COUNTY-  HI/HAWAII
 TU2656  USGS QUAD   -  HONOKAA (1995)
 TU2656
 TU2656                         *CURRENT SURVEY CONTROL
 TU2656  ___________________________________________________________________
 TU2656* NAD 83(1993)-  20 05 49.63422(N)    155 27 21.05570(W)     ADJUSTED  
 TU2656* LOCAL TIDAL -        67.     (meters)     220.     (feet)  SCALED    
 TU2656  ___________________________________________________________________
 TU2656  EPOCH DATE  -        1993.62
 TU2656  LAPLACE CORR-         -11.00  (seconds)                    DEFLEC99
 TU2656  GEOID HEIGHT-          19.56  (meters)                     GEOID03
 TU2656
 TU2656  HORZ ORDER  -  THIRD
 TU2656
 TU2656.The horizontal coordinates were established by classical geodetic methods
 TU2656.and adjusted by the National Geodetic Survey in December 1998..
 TU2656.No horizontal observational check was made to the station.
 TU2656.The horizontal coordinates are valid at the epoch date displayed above.
 TU2656.The epoch date for horizontal control is a decimal equivalence
 TU2656.of Year/Month/Day.
 TU2656
 TU2656.The orthometric height was scaled from a topographic map.
 TU2656
 TU2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2656
 TU2656.The geoid height was determined by GEOID03.
 TU2656
 TU2656;                    North         East     Units Scale Factor Converg.
 TU2656;SPC HI 1     -   139,894.324   504,617.300   MT  0.99996693   +0 00 54.6
 TU2656;UTM  05      - 2,224,120.618   243,202.824   MT  1.00041513   -0 50 39.6
 TU2656
 TU2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2656!SPC HI 1     -   0.99998639  x   0.99996693  =   0.99995332
 TU2656!UTM  05      -   0.99998639  x   1.00041513  =   1.00040152
 TU2656
 TU2656                          SUPERSEDED SURVEY CONTROL
 TU2656
 TU2656  NAD 83(1986)-  20 05 49.62316(N)    155 27 21.05009(W) AD(       ) 3
 TU2656  OLD HI      -  20 06 00.65000(N)    155 27 31.04000(W) AD(       ) 3
 TU2656
 TU2656.Superseded values are not recommended for survey control.
 TU2656.NGS no longer adjusts projects to the OLD HI datum.
 TU2656.See file dsdata.txt to determine how the superseded data were derived.
 TU2656
 TU2656_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4320324121(NAD 83)
 TU2656_MARKER: Z = SEE DESCRIPTION
 TU2656_SETTING: 0 = UNSPECIFIED SETTING
 TU2656
 TU2656  HISTORY     - Date     Condition        Report By
 TU2656  HISTORY     - 1932     MONUMENTED       CGS
 TU2656  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2656
 TU2656                          STATION DESCRIPTION
 TU2656
 TU2656'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU2656'STATION MARK IS A STANDARD DISK EMBEDDED IN A MASS OF CONCRETE
 TU2656'PROJECTING ABOUT 6 IN ABOVE THE GROUND.  IT IS LOCATED ABOUT 200
 TU2656'METERS INLAND FROM THE SHORE LINE AND ABOUT 5/8 MILE EAST OF
 TU2656'HONOKAA STACK.  IT IS ABOUT 600 METERS NORTH OF STATION IKI AND
 TU2656'IS REACHED BY FOLLOWING ALONG THE IRRIGATION DITCH AND LINE OF
 TU2656'TREES, RUNNING FROM IKI NORTHWARD TO THE SHORE.  THERE IS A
 TU2656'SMALL BREAK IN THE TREES WHERE THE STATION IS LOCATED.
 TU2656
 TU2656                          STATION RECOVERY (1966)
 TU2656
 TU2656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2656'STATION HAS BEEN DESTROYED BY MACHINERY.  THE CONCRETE MONUMENT,
 TU2656'WITH DISK IN TOP, WAS FOUND LAYING ON TOP OF THE GROUND.  DISK WAS
 TU2656'REMOVED FROM MONUMENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0759 ***********************************************************************
 TU0759  DESIGNATION -  NG
 TU0759  PID         -  TU0759
 TU0759  STATE/COUNTY-  HI/KAUAI
 TU0759  USGS QUAD   -  MAKAHA POINT (1983)
 TU0759
 TU0759                         *CURRENT SURVEY CONTROL
 TU0759  ___________________________________________________________________
 TU0759* NAD 83(1986)-  22 03 45.     (N)    159 46 35.     (W)     SCALED    
 TU0759* LOCAL TIDAL -         4.073  (meters)      13.36   (feet)  ADJ UNCH  
 TU0759  ___________________________________________________________________
 TU0759  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0759
 TU0759  VERT ORDER  -  SECOND    CLASS 0
 TU0759
 TU0759.The horizontal coordinates were scaled from a topographic map and have
 TU0759.an estimated accuracy of +/- 6 seconds.
 TU0759
 TU0759.The orthometric height was key entered from printed documents
 TU0759.and not key verified.
 TU0759
 TU0759.The geoid height was determined by GEOID03.
 TU0759
 TU0759;                    North         East    Units  Estimated Accuracy
 TU0759;SPC HI 4     -    25,400.      471,470.      MT  (+/- 180 meters Scaled)
 TU0759
 TU0759                          SUPERSEDED SURVEY CONTROL
 TU0759
 TU0759.No superseded survey control is available for this station.
 TU0759
 TU0759_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK198399(NAD 83)
 TU0759_MARKER: DB = BENCH MARK DISK
 TU0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0759_STAMPING: NG
 TU0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0759+STABILITY: SURFACE MOTION
 TU0759
 TU0759  HISTORY     - Date     Condition        Report By
 TU0759  HISTORY     - UNK      MONUMENTED       CGS
 TU0759  HISTORY     - 1967     GOOD             NGS
 TU0759
 TU0759                          STATION DESCRIPTION
 TU0759
 TU0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0759'1.9 MI N FROM PMR BARKING SANDS.
 TU0759'1.4 MILES NORTH ALONG AN ASPHALT ROAD FROM THE ENTRANCE TO PMR BARKING
 TU0759'SANDS, THENCE 0.15 MILE NORTHERLY ALONG THE LEFT FORK TO THE END OF
 TU0759'THE PAVEMENT, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.15
 TU0759'MILE NORTH ALONG A GRAVELED ROAD, SET IN THE TOP OF A MASS OF
 TU0759'CONCRETE, FLUSH WITH THE SURFACE OF THE ROAD.  NOTE-- THE STAMPING ON
 TU0759'THE DISK HAS BEEN PARTIALLY OBLITERATED, BUT IT IS BELIEVED THAT THE
 TU0759'STAMPING IS AS SHOWN ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1980 ***********************************************************************
 TU1980  DESIGNATION -  NIHA
 TU1980  PID         -  TU1980
 TU1980  STATE/COUNTY-  HI/KAUAI
 TU1980  USGS QUAD   -  HAENA (1983)
 TU1980
 TU1980                         *CURRENT SURVEY CONTROL
 TU1980  ___________________________________________________________________
 TU1980* NAD 83(1993)-  22 13 20.75211(N)    159 32 44.35329(W)     ADJUSTED  
 TU1980* LOCAL TIDAL -                                                        
 TU1980  ___________________________________________________________________
 TU1980  EPOCH DATE  -        1993.62
 TU1980  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TU1980  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1980
 TU1980  HORZ ORDER  -  THIRD
 TU1980
 TU1980.The horizontal coordinates were established by classical geodetic methods
 TU1980.and adjusted by the National Geodetic Survey in December 1998..
 TU1980.The horizontal coordinates are valid at the epoch date displayed above.
 TU1980.The epoch date for horizontal control is a decimal equivalence
 TU1980.of Year/Month/Day.
 TU1980
 TU1980
 TU1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1980
 TU1980.The geoid height was determined by GEOID03.
 TU1980
 TU1980;                    North         East     Units Scale Factor Converg.
 TU1980;SPC HI 4     -    43,085.333   495,293.136   MT  0.99999027   -0 01 02.2
 TU1980;UTM  04      - 2,457,548.577   443,764.810   MT  0.99963907   -0 12 22.9
 TU1980
 TU1980                          SUPERSEDED SURVEY CONTROL
 TU1980
 TU1980  NAD 83(1986)-  22 13 20.70772(N)    159 32 44.39994(W) AD(       ) 4
 TU1980  OLD HI      -  22 13 32.05000(N)    159 32 54.48000(W) AD(       ) 3
 TU1980
 TU1980.Superseded values are not recommended for survey control.
 TU1980.NGS no longer adjusts projects to the OLD HI datum.
 TU1980.See file dsdata.txt to determine how the superseded data were derived.
 TU1980
 TU1980_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4376557549(NAD 83)
 TU1980
 TU1980  HISTORY     - Date     Condition        Report By
 TU1980  HISTORY     - 1910     MONUMENTED       CGS
 TU1980  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1980
 TU1980                          STATION DESCRIPTION
 TU1980
 TU1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1980'ON NORTH COAST OF KAUAI, ON A SANDY POINT 1 MILE NORTHWEST OF
 TU1980'WAINIHA LANDING, AND 5 METERS FROM HIGH-WATER MARK.  MARKED
 TU1980'BY POLE SET ALONGSIDE LOCAL LAND BOUNDARY MONUMENT.
 TU1980
 TU1980                          STATION RECOVERY (1965)
 TU1980
 TU1980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1980'STATION WAS NOT FOUND AND IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1981 ***********************************************************************
 TU1981  DESIGNATION -  NIHA 2 1927
 TU1981  PID         -  TU1981
 TU1981  STATE/COUNTY-  HI/KAUAI
 TU1981  USGS QUAD   -  HAENA (1983)
 TU1981
 TU1981                         *CURRENT SURVEY CONTROL
 TU1981  ___________________________________________________________________
 TU1981* NAD 83(1993)-  22 13 22.83978(N)    159 32 45.63870(W)     ADJUSTED  
 TU1981* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1981  ___________________________________________________________________
 TU1981  EPOCH DATE  -        1993.62
 TU1981  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 TU1981  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1981
 TU1981  HORZ ORDER  -  THIRD
 TU1981
 TU1981.The horizontal coordinates were established by classical geodetic methods
 TU1981.and adjusted by the National Geodetic Survey in December 1998..
 TU1981.The horizontal coordinates are valid at the epoch date displayed above.
 TU1981.The epoch date for horizontal control is a decimal equivalence
 TU1981.of Year/Month/Day.
 TU1981
 TU1981.The orthometric height was scaled from a topographic map.
 TU1981
 TU1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1981
 TU1981.The geoid height was determined by GEOID03.
 TU1981
 TU1981;                    North         East     Units Scale Factor Converg.
 TU1981;SPC HI 4     -    43,149.558   495,256.343   MT  0.99999028   -0 01 02.6
 TU1981;UTM  04      - 2,457,612.901   443,728.242   MT  0.99963912   -0 12 23.4
 TU1981
 TU1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1981!SPC HI 4     -   0.99999724  x   0.99999028  =   0.99998752
 TU1981!UTM  04      -   0.99999724  x   0.99963912  =   0.99963636
 TU1981
 TU1981                          SUPERSEDED SURVEY CONTROL
 TU1981
 TU1981  NAD 83(1986)-  22 13 22.79546(N)    159 32 45.68538(W) AD(       ) 3
 TU1981  OLD HI      -  22 13 34.14100(N)    159 32 55.76700(W) AD(       ) 3
 TU1981
 TU1981.Superseded values are not recommended for survey control.
 TU1981.NGS no longer adjusts projects to the OLD HI datum.
 TU1981.See file dsdata.txt to determine how the superseded data were derived.
 TU1981
 TU1981_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4372857613(NAD 83)
 TU1981_MARKER: Z = SEE DESCRIPTION
 TU1981_SETTING: 0 = UNSPECIFIED SETTING
 TU1981
 TU1981  HISTORY     - Date     Condition        Report By
 TU1981  HISTORY     - 1927     MONUMENTED       CGS
 TU1981  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1981
 TU1981                          STATION DESCRIPTION
 TU1981
 TU1981'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1981'ON NORTH COAST OF KAUAI, ON WEST SIDE OF WAINIHA BAY, ON A
 TU1981'SANDY POINT NAMED KEPUHI, ABOUT 1 MILE NORTHWEST OF THE VILLAGE
 TU1981'OF WAINIHA, AND 1/4 MILE FROM THE GOVERNMENT HIGHWAY.  STATION IS
 TU1981'ABOUT 10 METERS FROM HIGH-WATER LINE AND IS MARKED BY A STANDARD
 TU1981'DISK STATION MARK DRIVEN IN THE TOP OF A WOODEN POST WHICH
 TU1981'PROJECTS 1 FOOT ABOVE SURFACE.  REFERENCE MARK NO. 1 IS A
 TU1981'STANDARD DISK SET IN TOP OF A WOODEN POST WHICH PROJECTS 1
 TU1981'FOOT ABOVE GROUND.  IT IS 5.626 METERS (18.46 FEET) FROM
 TU1981'STATION IN AZIMUTH 148 DEG 26 MIN.  REFERENCE MARK NO. 2, A
 TU1981'STANDARD REFERENCE DISK IN BOWLDER, NOTE 12C, IS 3.934
 TU1981'METERS (12.91 FEET) FROM STATION IN AZIMUTH 25O DEG 46 MIN.
 TU1981
 TU1981                          STATION RECOVERY (1965)
 TU1981
 TU1981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1981'STATION IS DESTROYED.  THE POINT WHERE IT WAS LOCATED WAS
 TU1981'DETERMINED BY ANGLE CHECK, USING HINIHINI, HANALEI AND INVERSE
 TU1981'AZIMUTH TO STAFF 1927.  THE SAND BEACH HAS WORN AWAY A FEW FEET
 TU1981'INLAND FROM THIS POINT AND AS BOTH REFERENCE MARKS WERE SEAWARD
 TU1981'FROM STATION THEY ARE ALSO GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE5249 ***********************************************************************
 DE5249  DESIGNATION -  NIHOA 2001
 DE5249  PID         -  DE5249
 DE5249  STATE/COUNTY-  HI/HONOLULU
 DE5249  USGS QUAD   -  
 DE5249
 DE5249                         *CURRENT SURVEY CONTROL
 DE5249  ___________________________________________________________________
 DE5249* NAD 83(1993)-  23 03 33.70091(N)    161 55 22.97828(W)     ADJUSTED  
 DE5249* LOCAL TIDAL -       261.     (meters)     856.     (feet)  SCALED    
 DE5249  ___________________________________________________________________
 DE5249  EPOCH DATE  -        1993.62
 DE5249  X           -  -5,581,743.563 (meters)                     COMP
 DE5249  Y           -  -1,821,909.973 (meters)                     COMP
 DE5249  Z           -   2,482,779.216 (meters)                     COMP
 DE5249  ELLIP HEIGHT-          25.21  (meters)          (07/03/02) GPS OBS
 DE5249
 DE5249  HORZ ORDER  -  B
 DE5249  ELLP ORDER  -  THIRD     CLASS I
 DE5249
 DE5249.The horizontal coordinates were established by GPS observations
 DE5249.and adjusted by the National Geodetic Survey in July 2002..
 DE5249.The horizontal coordinates are valid at the epoch date displayed above.
 DE5249.The epoch date for horizontal control is a decimal equivalence
 DE5249.of Year/Month/Day.
 DE5249
 DE5249.The orthometric height was scaled from a topographic map.
 DE5249
 DE5249.Photographs are available for this station.
 DE5249
 DE5249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5249
 DE5249.The ellipsoidal height was determined by GPS observations
 DE5249.and is referenced to NAD 83.
 DE5249
 DE5249;                    North         East     Units Scale Factor Converg.
 DE5249;SPC HI 5     -   155,301.301   319,990.335   MT  1.00040015   -0 41 17.3
 DE5249;UTM  04      - 2,553,085.407   200,481.891   MT  1.00070843   -1 08 44.8
 DE5249;UTM  03      - 2,553,409.337   815,298.303   MT  1.00082832   +1 12 22.3
 DE5249
 DE5249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5249!SPC HI 5     -   0.99999604  x   1.00040015  =   1.00039619
 DE5249!UTM  04      -   0.99999604  x   1.00070843  =   1.00070447
 DE5249!UTM  03      -   0.99999604  x   1.00082832  =   1.00082435
 DE5249
 DE5249                          SUPERSEDED SURVEY CONTROL
 DE5249
 DE5249.No superseded survey control is available for this station.
 DE5249
 DE5249_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QBL0048253085(NAD 83)
 DE5249_MARKER: DB = BENCH MARK DISK
 DE5249_SETTING: 66 = SET IN ROCK OUTCROP
 DE5249_STAMPING: NIHOA 2001
 DE5249_MARK LOGO: NGS   
 DE5249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5249+STABILITY: POSITION/ELEVATION WELL
 DE5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5249+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5249
 DE5249  HISTORY     - Date     Condition        Report By
 DE5249  HISTORY     - 2001     MONUMENTED       NGS
 DE5249
 DE5249                          STATION DESCRIPTION
 DE5249
 DE5249'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 DE5249'THE STATION IS LOCATED ON THE SE SHORE OF NIHOA ISLAND, ON A HIGH ROCK
 DE5249'LEDGE OVERLOOKING ADAMS BAY.  OWNERSHIP, U.S FISH AND WILDLIFE
 DE5249'SERVICE.  NOTE, THIS AREA IS A SPECIAL REFUGE, PERMITS AND QUARANTINE
 DE5249'PROCEDURES ARE REQUIRED.  TO REACH THE INTERSECTION FROM MILLERS PEAK,
 DE5249'THE HIGHEST POINT ON THE ISLAND, FOLLOW A PROMINENT DRY STREAM BED SE
 DE5249'DOWN TO A ROCK LEDGE OVERLOOKING ADAMS BAY AND THE STATION ON THE
 DE5249'RIGHT.  THE STATION IS SET INTO A DRILL HOLE IN BEDROCK.  LOCATED 68
 DE5249'FT (20.7 M) E FROM A WOODEN USF+WS SIGN, 35 FT (10.7 M) FROM A WOODEN
 DE5249'POST, 1 M (3.3 FT) FROM THE SEAWARD EDGE OF THE LEDGE, AND
 DE5249'APPROXIMATELY 17 M (55.8 FT) ABOVE THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2831 ***********************************************************************
 TU2831  DESIGNATION -  NINIAO
 TU2831  PID         -  TU2831
 TU2831  STATE/COUNTY-  HI/MAUI
 TU2831  USGS QUAD   -  KAUPO (1996)
 TU2831
 TU2831                         *CURRENT SURVEY CONTROL
 TU2831  ___________________________________________________________________
 TU2831* NAD 83(1993)-  20 40 45.88668(N)    156 06 50.25744(W)     ADJUSTED  
 TU2831* LOCAL TIDAL -      1223.2    (meters)    4013.     (feet)  VERT ANG  
 TU2831  ___________________________________________________________________
 TU2831  EPOCH DATE  -        1993.62
 TU2831  LAPLACE CORR-          -9.90  (seconds)                    DEFLEC99
 TU2831  GEOID HEIGHT-          16.59  (meters)                     GEOID03
 TU2831
 TU2831  HORZ ORDER  -  FIRST
 TU2831
 TU2831.The horizontal coordinates were established by classical geodetic methods
 TU2831.and adjusted by the National Geodetic Survey in December 1998..
 TU2831.The horizontal coordinates are valid at the epoch date displayed above.
 TU2831.The epoch date for horizontal control is a decimal equivalence
 TU2831.of Year/Month/Day.
 TU2831
 TU2831.The orthometric height was determined by vertical angle observations.
 TU2831
 TU2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2831
 TU2831.The geoid height was determined by GEOID03.
 TU2831
 TU2831;                    North         East     Units Scale Factor Converg.
 TU2831;SPC HI 2     -    38,411.520   557,585.655   MT  1.00000763   +0 11 42.7
 TU2831;UTM  04      - 2,289,343.821   800,674.543   MT  1.00071743   +1 01 11.8
 TU2831
 TU2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2831!SPC HI 2     -   0.99980517  x   1.00000763  =   0.99981279
 TU2831!UTM  04      -   0.99980517  x   1.00071743  =   1.00052246
 TU2831
 TU2831|---------------------------------------------------------------------|
 TU2831| PID    Reference Object                     Distance      Geod. Az  |
 TU2831|                                                           dddmmss.s |
 TU2831| CN5946 NINIAO RM 1                          23.389 METERS 03821     |
 TU2831| CN5947 NINIAO RM 2                           6.555 METERS 19831     |
 TU2831| TU2851 HALEAKALA 2 RESET                   APPROX. 6.6 KM 2913837.9 |
 TU2831|---------------------------------------------------------------------|
 TU2831
 TU2831                          SUPERSEDED SURVEY CONTROL
 TU2831
 TU2831  NAD 83(1986)-  20 40 45.85417(N)    156 06 50.27954(W) AD(       ) 1
 TU2831  OLD HI      -  20 40 57.34100(N)    156 07 00.36900(W) AD(       ) 1
 TU2831
 TU2831.Superseded values are not recommended for survey control.
 TU2831.NGS no longer adjusts projects to the OLD HI datum.
 TU2831.See file dsdata.txt to determine how the superseded data were derived.
 TU2831
 TU2831_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0067589344(NAD 83)
 TU2831_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2831_SETTING: 80 = SET IN A BOULDER
 TU2831_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2831
 TU2831  HISTORY     - Date     Condition        Report By
 TU2831  HISTORY     - 1950     MONUMENTED       CGS
 TU2831
 TU2831                          STATION DESCRIPTION
 TU2831
 TU2831'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2831'LOCATED IN SOUTHEAST MAUI, KAUPO DISTRICT, IN THE FOREST RESERVE,
 TU2831'NORTH OF THE KAUPO HOMESTEAD, 2.5 MILES IN FROM THE COAST AND
 TU2831'1/4 MILE SOUTH OF PUU AHULILI, AT THE NORTH END OF NINIAO PALI, 80
 TU2831'FEET SOUTH OF A NARROW ROCK OUTCROP THAT BREAKS OFF SHEAR TO THE
 TU2831'BOTTOM OF THE CANYON AT THE EXTREME NORTH END OF THE PALI, AND
 TU2831'10 FEET EAST OF THE RIM OF THE PALI.
 TU2831'
 TU2831'A STANDARD DISK SET IN A DRILL HOLE IN A BURIED BOULDER
 TU2831'PROJECTING 4 INCHES, STAMPED NINIAO 1950.
 TU2831'
 TU2831'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD
 TU2831'DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP PROJECTING 18
 TU2831'INCHES, STAMPED NINIAO NO 1 1950.
 TU2831'
 TU2831'REFERENCE MARK NO. 2 IS SOUTH SOUTHWEST OF THE STATION.  A
 TU2831'STANDARD DISK CEMENTED IN DRILL HOLE IN A BURIED BOULDER
 TU2831'PROJECTING 4 INCHES, STAMPED NINIAO NO 2 1950.
 TU2831'
 TU2831'TO REACH FROM THE POST OFFICE OF HANA--GO SOUTHWESTERLY ON THE
 TU2831'COAST HIGHWAY FOR 18.5 MILES TO A NEW CONCRETE BRIDGE OVER
 TU2831'MANAWAINUI STREAM, TURN RIGHT, PASS THROUGH LOADING CORRAL
 TU2831'GATES AND GO TO TOP OF PASTURE LAND ON LEFT SIDE OF WIDE
 TU2831'DRAW.  FROM HERE PACK NORTH ON OLD TRAIL ALONG EDGE OF PALI TO
 TU2831'END OF CANYON AND STATION.
 TU2831'
 TU2831'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1762 ***********************************************************************
 TU1762  DESIGNATION -  NININI POINT LIGHT RESET
 TU1762  PID         -  TU1762
 TU1762  STATE/COUNTY-  HI/KAUAI
 TU1762  USGS QUAD   -  LIHUE (1996)
 TU1762
 TU1762                         *CURRENT SURVEY CONTROL
 TU1762  ___________________________________________________________________
 TU1762* NAD 83(1993)-  21 57 17.85283(N)    159 20 08.69436(W)     ADJUSTED  
 TU1762* LOCAL TIDAL -                                                        
 TU1762  ___________________________________________________________________
 TU1762  EPOCH DATE  -        1993.62
 TU1762  LAPLACE CORR-         -12.61  (seconds)                    DEFLEC99
 TU1762  GEOID HEIGHT-          14.89  (meters)                     GEOID03
 TU1762
 TU1762  HORZ ORDER  -  THIRD
 TU1762
 TU1762.The horizontal coordinates were established by classical geodetic methods
 TU1762.and adjusted by the National Geodetic Survey in December 1998..
 TU1762.The horizontal coordinates are valid at the epoch date displayed above.
 TU1762.The epoch date for horizontal control is a decimal equivalence
 TU1762.of Year/Month/Day.
 TU1762
 TU1762
 TU1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1762
 TU1762.The geoid height was determined by GEOID03.
 TU1762
 TU1762;                    North         East     Units Scale Factor Converg.
 TU1762;SPC HI 4     -    13,476.441   516,966.168   MT  0.99999356   +0 03 41.1
 TU1762;UTM  04      - 2,427,879.554   465,332.686   MT  0.99961485   -0 07 31.9
 TU1762
 TU1762                          SUPERSEDED SURVEY CONTROL
 TU1762
 TU1762  NAD 83(1986)-  21 57 17.83532(N)    159 20 08.74549(W) AD(       ) 4
 TU1762  OLD HI      -  21 57 29.15700(N)    159 20 18.79300(W) AD(       ) 3
 TU1762
 TU1762.Superseded values are not recommended for survey control.
 TU1762.NGS no longer adjusts projects to the OLD HI datum.
 TU1762.See file dsdata.txt to determine how the superseded data were derived.
 TU1762
 TU1762_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6533327880(NAD 83)
 TU1762_MARKER: I = METAL ROD
 TU1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1762
 TU1762  HISTORY     - Date     Condition        Report By
 TU1762  HISTORY     - 1932     MONUMENTED       CGS
 TU1762  HISTORY     - 1958     GOOD             CGS
 TU1762  HISTORY     - 1962     GOOD             CGS
 TU1762  HISTORY     - 1963     GOOD             CGS
 TU1762  HISTORY     - 1965     GOOD             CGS
 TU1762  HISTORY     - 1983     GOOD             USPSQD
 TU1762  HISTORY     - 19910621 GOOD             USPSQD
 TU1762  HISTORY     - 19970609 GOOD             USPSQD
 TU1762  HISTORY     - 19980813 GOOD             USPSQD
 TU1762
 TU1762                          STATION DESCRIPTION
 TU1762
 TU1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CKG)
 TU1762'THE WHITE MAST HAS BEEN SAWED OFF 3 FT. FROM THE GROUND (1931),
 TU1762'A NAIL IN THE CENTER OF AN 8- BY 8-IN. SOLID STUMP MARKS THE
 TU1762'STATION AT PRESENT, BUT IT WILL BE REMARKED BY THE LIGHTHOUSE
 TU1762'SERVICE ENGINEER BY JUNE 1932.  THE POSITION OF THE STATION WILL
 TU1762'NOT BE CHANGED, AND THE MARK WILL BE A SMALL ROD SET IN A
 TU1762'CONCRETE BLOCK, 1-FT. SQUARE ON TOP, AND PROJECTING ABOUT 1
 TU1762'FT. ABOVE GROUND, INSCRIPTION WILL BE NININI PT LT OLD MAST.
 TU1762'
 TU1762'THE CABIN AND THE TEMPORARY LIGHT TOWER (1931) WILL BE REMOVED
 TU1762'UPON THE COMPLETION OF THE PERMANENT CONCRETE LIGHT TOWER WHICH
 TU1762'IS 16 FT. IN DIAMETER AT THE BASE (UNDER CONSTRUCTION MARCH
 TU1762'1932, TO BE IN OPERATION JUNE 1932).
 TU1762'
 TU1762'A CROSS, CUT IN A ROCK OUTCROP, HAS BEEN DESTROYED IN THE
 TU1762'CONSTRUCTION OF THE NEW LIGHT.  THIS PROBABLY MARKED AN ECCENTRIC
 TU1762'STATION OCCUPIED IN 1927.  TWO STANDARD REFERENCE-MARK DISKS,
 TU1762'STAMPED NO 1 AND NO 2 1927 POINT TO THE VICINITY OF THE DESTROYED
 TU1762'CROSS.  REFERENCE MARK 1 IS W OF THE STATION, AND WILL PROBABLY
 TU1762'BE DESTROYED IN THE GRADING OF THE POINT.  REFERENCE MARK 2 IS
 TU1762'ABOUT 50 M. S OF THE STATION.  BOTH OF THESE REFERENCE MARKS
 TU1762'ARE OBSTRUCTED FROM VIEW FROM THE STATION BY CONSTRUCTION WORK
 TU1762'(MARCH 1932) AND THEIR AZIMUTHS AND DISTANCES ARE NOT KNOWN.
 TU1762
 TU1762                          STATION RECOVERY (1958)
 TU1762
 TU1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1762'THE STATION AND R.M.S WERE ALL FOUND IN GOOD CONDITION AS
 TU1762'DESCRIBED IN 1932 WITH THE FOLLOWING ADDITIONS.
 TU1762'
 TU1762'R.M. 1 IS 44.7 FEET N.W. OF THE CENTER OF THE LIGHTHOUSE,
 TU1762'CEMENTED IN THE TOP OF A TRUNCATED BLOCK OF CONCRETE.  R.M. 2
 TU1762'IS 75.2 FEET S.W. OF THE CENTER OF THE LIGHTHOUSE, CEMENTED
 TU1762'IN THE TOP OF A LARGE BOULDER, ABOUT 3 FEET LOWER THAN
 TU1762'STATION.  THE OLD MAST, NOW DESCRIBED AS NININI PT. OLD MAST WAS
 TU1762'RECOVERED AS DESCRIBED IN 1932 AND DISTANCE WAS FOUND TO BE
 TU1762'CORRECT.
 TU1762
 TU1762                          STATION RECOVERY (1962)
 TU1762
 TU1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1762'THE LIGHTHOUSE WAS REPLACED BY ANOTHER LIGHTHOUSE IN APPROXIMATELY
 TU1762'THE SAME LOCATION IN 1932.  TWO STANDARD REFERENCE MARK DISKS
 TU1762'WERE FOUND.
 TU1762'
 TU1762'REFERENCE MARK 1 A STANDARD DISK, STAMPED NO 1 1927, SET IN THE
 TU1762'TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 14 INCHES AND
 TU1762'SOUTHWEST OF THE LIGHTHOUSE.
 TU1762'
 TU1762'REFERENCE MARK 2 A STANDARD DISK, STAMPED NO 2 1927, CEMENTED IN
 TU1762'A DRILL HOLE IN A LARGE BOULDER.  IT IS SOUTHEAST OF THE LIGHTHOUSE.
 TU1762
 TU1762                          STATION RECOVERY (1963)
 TU1762
 TU1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1762'THIS STATION WAS RECOVERED AS DESCRIBED BY INFORMATION GIVEN
 TU1762'C.K.G. IN 1932 RECOVERY NOTE AND BY 1962 RECOVERY NOTE BY
 TU1762'C.A.B.  THE WORK MENTIONED BY C.K.G. IN 1932 WAS COMPLETED BY
 TU1762'THE U.S.L.H.S.  THE LINE TO REFERENCE MARK NO. 1, IS BLOCKED
 TU1762'BY THE LIGHTHOUSE.
 TU1762
 TU1762                          STATION RECOVERY (1965)
 TU1762
 TU1762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1762'THE OLD LIGHT MAST WAS REMOVED AND A NEW LIGHT TOWER BUILT IN
 TU1762'1932, HOWEVER THE LOCATION OF THE OLD MAST WAS PERMANENTLY
 TU1762'MARKED BY THE U.S. COAST GUARD WITH A 1/2-INCH BRASS PIN SET
 TU1762'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU1762'14 INCHES.  INSCRIBED IN THE CONCRETE ARE THE WORDS NININI PT
 TU1762'LIGHT OLD MAST.
 TU1762'
 TU1762'LOCATED ON NININI POINT, AT NORTH SIDE OF ENTRANCE TO NAWILIWILI
 TU1762'BAY, ON SOUTHEAST SIDE OF THE NEW LIGHT TOWER, 5.63 METERS FROM
 TU1762'ITS CENTER.
 TU1762'
 TU1762'IN 1927 THE OLD MAST WAS POSITIONED BY OCCUPYING AN ECCENTRIC
 TU1762'POINT, A CROSS IN ROCK, WHICH WAS DESTROYED DURING CONSTRUCTION
 TU1762'OF THE NEW LIGHT TOWER.  THE REFERENCE MARKS ESTABLISHED AT THAT
 TU1762'TIME TO REFERENCE THE ECCENTRIC POINT ARE STILL IN GOOD CONDITION.
 TU1762'
 TU1762'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 1
 TU1762'1927, SET IN THE TOP OF A TAPERING, 12-INCH-SQUARE, CONCRETE
 TU1762'MONUMENT THAT PROJECTS 14 INCHES.  IT IS 16 FEET SOUTHWEST OF
 TU1762'EDGE OF ROAD, 12 FEET NORTHEAST OF EDGE OF BLUFF AND 44 FEET
 TU1762'WEST OF EDGE OF LIGHT TOWER.
 TU1762'
 TU1762'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NO 2 1927,
 TU1762'CEMENTED IN A DRILL HOLE IN THE TOP OF A FLAT BOULDER 8 FEET IN
 TU1762'DIAMETER.  IT IS ON THE EDGE OF THE ROCKY POINT AND 74.5 FEET
 TU1762'SOUTH OF EDGE OF NEW LIGHT TOWER.
 TU1762'
 TU1762'NOTE--THE ARROWS ON BOTH REFERENCE MARKS POINT TOWARDS THE
 TU1762'DESTROYED ECCENTRIC POINT AND NOT TOWARDS THE MONUMENT MARKING
 TU1762'THE OLD LIGHT MAST, AND LINE-OF-SIGHT FROM THE MONUMENT TO
 TU1762'RM NO. 1 IS BLOCKED BY THE NEW LIGHT TOWER.
 TU1762
 TU1762                          STATION RECOVERY (1983)
 TU1762
 TU1762'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1762'NININI POINT LIGHT OLD MAST RECOVERED GOOD.  STA. RECOVERED AS
 TU1762'DESCRIBED BY DMW 1965.
 TU1762'
 TU1762'NO 2 1927 RECOVERED GOOD.  REF. NO. 1 1927 NOT FOUND BUT BROKEN
 TU1762'CONCRETE MONUMENT NEARBY.
 TU1762
 TU1762                          STATION RECOVERY (1991)
 TU1762
 TU1762'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1762'RECOVERED IN GOOD CONDITION.
 TU1762
 TU1762                          STATION RECOVERY (1997)
 TU1762
 TU1762'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1762'RECOVERED IN GOOD CONDITION.
 TU1762
 TU1762                          STATION RECOVERY (1998)
 TU1762
 TU1762'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1046 ***********************************************************************
 TU1046  DESIGNATION -  NIU 2 1928
 TU1046  PID         -  TU1046
 TU1046  STATE/COUNTY-  HI/HONOLULU
 TU1046  USGS QUAD   -  KOKO HEAD (1983)
 TU1046
 TU1046                         *CURRENT SURVEY CONTROL
 TU1046  ___________________________________________________________________
 TU1046* NAD 83(1993)-  21 17 44.56982(N)    157 44 46.58788(W)     ADJUSTED  
 TU1046* LOCAL TIDAL -       329.     (meters)    1079.     (feet)  SCALED    
 TU1046  ___________________________________________________________________
 TU1046  EPOCH DATE  -        1993.62
 TU1046  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 TU1046  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU1046
 TU1046  HORZ ORDER  -  THIRD
 TU1046
 TU1046.The horizontal coordinates were established by classical geodetic methods
 TU1046.and adjusted by the National Geodetic Survey in December 1998..
 TU1046.The horizontal coordinates are valid at the epoch date displayed above.
 TU1046.The epoch date for horizontal control is a decimal equivalence
 TU1046.of Year/Month/Day.
 TU1046
 TU1046.The orthometric height was scaled from a topographic map.
 TU1046
 TU1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1046
 TU1046.The geoid height was determined by GEOID03.
 TU1046
 TU1046;                    North         East     Units Scale Factor Converg.
 TU1046;SPC HI 3     -    14,309.137   526,327.443   MT  0.99999856   +0 05 31.7
 TU1046;UTM  04      - 2,355,392.471   630,047.538   MT  0.99980899   +0 27 19.4
 TU1046
 TU1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1046!SPC HI 3     -   0.99994582  x   0.99999856  =   0.99994438
 TU1046!UTM  04      -   0.99994582  x   0.99980899  =   0.99975482
 TU1046
 TU1046                          SUPERSEDED SURVEY CONTROL
 TU1046
 TU1046  NAD 83(1986)-  21 17 44.52004(N)    157 44 46.59654(W) AD(       ) 3
 TU1046  OLD HI      -  21 17 55.92400(N)    157 44 56.47200(W) AD(       ) 3
 TU1046
 TU1046.Superseded values are not recommended for survey control.
 TU1046.NGS no longer adjusts projects to the OLD HI datum.
 TU1046.See file dsdata.txt to determine how the superseded data were derived.
 TU1046
 TU1046_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3004855392(NAD 83)
 TU1046_MARKER: Z = SEE DESCRIPTION
 TU1046_SETTING: 0 = UNSPECIFIED SETTING
 TU1046
 TU1046  HISTORY     - Date     Condition        Report By
 TU1046  HISTORY     - 1928     MONUMENTED       CGS
 TU1046  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1046
 TU1046                          STATION DESCRIPTION
 TU1046
 TU1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1046'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN CONCRETE IN A
 TU1046'5-INCH CAST PIPE ON SUMMIT OF A KNOLL ON THE RIDGE BETWEEN
 TU1046'THE WAILUPE AND NIU DISTRICTS, ABOUT 15 FEET W OF FENCE LINE
 TU1046'DIVIDING THESE DISTRICTS, AT AN ELEVATION OF ABOUT 1100 FEET,
 TU1046'AND ABOUT 1.2 MILES N OF WAIALAE ROAD.  AN OLD PINEAPPLE ROAD,
 TU1046'WHICH CANNOT BE TRAVERSED BY A CAR, LEADS UP THE RIDGE ON ITS W
 TU1046'SIDE.
 TU1046
 TU1046                          STATION RECOVERY (1963)
 TU1046
 TU1046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1046'STATION WAS FOUND DESTROYED.  WIND EROSION HAS WORN THE TOP OF
 TU1046'THE SAND RIDGE DOWN SEVERAL FEET.  THE HAWAIIAN TERRITORIAL
 TU1046'SURVEY TYPE A SIGNAL WAS FOUND TIPPED OVER ONTO ITS SIDE ON
 TU1046'THE HILLSIDE.
 TU1046'
 TU1046'STATION WAS ORIGINALLY DESCRIBED AS BEING MARKED WITH AN HTS
 TU1046'BRONZE DISK SET IN THE TOP OF A 5-INCH, CONCRETE-FILLED, IRON
 TU1046'PIPE.  HOWEVER, A LENGTH OF 5-INCH, IRON PIPE, FILLED WITH
 TU1046'CONCRETE, WITH A CROSS AT ONE END, WAS FOUND LAYING NEAR THE SIGNAL
 TU1046'AND IS BELIEVED TO BE THE OLD STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1041 ***********************************************************************
 TU1041  DESIGNATION -  NIU LONGITUDE 1927
 TU1041  PID         -  TU1041
 TU1041  STATE/COUNTY-  HI/HONOLULU
 TU1041  USGS QUAD   -  KOKO HEAD (1983)
 TU1041
 TU1041                         *CURRENT SURVEY CONTROL
 TU1041  ___________________________________________________________________
 TU1041* NAD 83(1993)-  21 16 57.07407(N)    157 43 55.90115(W)     ADJUSTED  
 TU1041* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU1041  ___________________________________________________________________
 TU1041  EPOCH DATE  -        1993.62
 TU1041  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 TU1041  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU1041
 TU1041  HORZ ORDER  -  THIRD
 TU1041
 TU1041.The horizontal coordinates were established by classical geodetic methods
 TU1041.and adjusted by the National Geodetic Survey in December 1998..
 TU1041.The horizontal coordinates are valid at the epoch date displayed above.
 TU1041.The epoch date for horizontal control is a decimal equivalence
 TU1041.of Year/Month/Day.
 TU1041
 TU1041.The orthometric height was scaled from a topographic map.
 TU1041
 TU1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1041
 TU1041.The geoid height was determined by GEOID03.
 TU1041
 TU1041;                    North         East     Units Scale Factor Converg.
 TU1041;SPC HI 3     -    12,850.786   527,790.883   MT  0.99999954   +0 05 49.9
 TU1041;UTM  04      - 2,353,943.696   631,519.915   MT  0.99981375   +0 27 36.9
 TU1041
 TU1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1041!SPC HI 3     -   0.99999661  x   0.99999954  =   0.99999615
 TU1041!UTM  04      -   0.99999661  x   0.99981375  =   0.99981036
 TU1041
 TU1041:                Primary Azimuth Mark                     Grid Az
 TU1041:SPC HI 3     -  KOKO HEAD 3                              126 22 57.9
 TU1041:UTM  04      -  KOKO HEAD 3                              126 01 10.9
 TU1041
 TU1041|---------------------------------------------------------------------|
 TU1041| PID    Reference Object                     Distance      Geod. Az  |
 TU1041|                                                           dddmmss.s |
 TU1041| TU1024 KOKO HEAD 3                         APPROX. 3.6 KM 1262847.8 |
 TU1041|---------------------------------------------------------------------|
 TU1041
 TU1041                          SUPERSEDED SURVEY CONTROL
 TU1041
 TU1041  NAD 83(1986)-  21 16 57.02409(N)    157 43 55.91020(W) AD(       ) 3
 TU1041  OLD HI      -  21 17 08.43000(N)    157 44 05.78500(W) AD(       ) 3
 TU1041
 TU1041.Superseded values are not recommended for survey control.
 TU1041.NGS no longer adjusts projects to the OLD HI datum.
 TU1041.See file dsdata.txt to determine how the superseded data were derived.
 TU1041
 TU1041_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3152053944(NAD 83)
 TU1041_MARKER: Z = SEE DESCRIPTION
 TU1041_SETTING: 0 = UNSPECIFIED SETTING
 TU1041
 TU1041  HISTORY     - Date     Condition        Report By
 TU1041  HISTORY     - 1927     MONUMENTED       CGS
 TU1041  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1041  HISTORY     - 1943     SEE DESCRIPTION  CGS
 TU1041  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TU1041  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1041
 TU1041                          STATION DESCRIPTION
 TU1041
 TU1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (EJB)
 TU1041'ON SOUTHERN COAST OF OAHU, AT NIU, ABOUT 7-1/2 MILES EAST OF
 TU1041'HONOLULU, ON THE CHARLES LUCAS DAIRY RANCH, 100 METERS WEST OF
 TU1041'THE LUCAS RESIDENCE, AND 4 METERS NORTH OF A STONE WALL ON THE
 TU1041'NORTH SIDE OF ROAD.  MARKED BY A STANDARD BRONZE TABLET SET IN
 TU1041'CONCRETE.  TABLET IS STAMPED NIU LONGITUDE 1927.
 TU1041
 TU1041                          STATION RECOVERY (1931)
 TU1041
 TU1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1041'A BRICK AND STONE PIER WAS FOUND, BUT NO DISK.  A REFERENCE MARK
 TU1041'WAS FOUND 13.1 METERS N. 20 DEG W. MARKED NIU 1926
 TU1041'LONGITUDE.  STATION IS ABOUT 4 METERS NE OF GATE.
 TU1041'
 TU1041'A SMALL LAGOON LIES ACROSS THE ROAD AND IS 26 METERS S. 65 DEG E.
 TU1041'
 TU1041'HIGH-WATER LINE IS 55 METERS S. 15 DEG E.  STATION LUCAS IS 127
 TU1041'METERS NE.
 TU1041'
 TU1041'THE STATION IS ABOUT 200 METERS E OF THE NIU DAIRY BARN.
 TU1041
 TU1041                          STATION RECOVERY (1943)
 TU1041
 TU1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RDH)
 TU1041'STATION IS IN THE N SIDE OF THE PAVEMENT OF KALANIANAOLE HIGHWAY
 TU1041'ABOUT 9 MILES E OF THE FEDERAL BUILDING (POST OFFICE) IN HONOLULU.
 TU1041'
 TU1041'STATION MARK IS A STANDARD DISK, MARKED NIU LONGITUDE 1926, SET
 TU1041'IN A MANHOLE WITH A 7-INCH COVERPLATE ABOUT 6 INCHES BELOW THE
 TU1041'SURFACE OF THE HIGHWAY.  IT IS 2.9 FEET IN FROM THE N EDGE OF THE
 TU1041'PAVEMENT AND 12.2 FEET N OF THE CENTER LINE OF THE ROAD.  THE
 TU1041'TARVIA COVERING OF THE HIGHWAY COVERED THE MANHOLE PLATE AT
 TU1041'THE TIME OF THE SEARCH AND HAD TO BE SCRAPED OFF IN ORDER TO
 TU1041'FIND THE MANHOLE.
 TU1041'
 TU1041'THE REFERENCE MARK NIU LONGITUDE 1926 DESCRIBED IN LUSHENES
 TU1041'RECOVEREY NOTE OF 1933 WAS RECOVERED IN GOOD CONDITION.  NO OTHER
 TU1041'REFERENCE MARKS WERE RECOVERED.  SINCE NO DISTANCES OR
 TU1041'DIRECTIONS TO THESE OLD REFERENCE MARKS WERE GIVEN IN PREVIOUS
 TU1041'DESCRIPTIONS IT IS POSSIBLE THEY MAY STILL BE IN EXISTENCE BUT
 TU1041'COVERED BY UNDERGROWTH OR FILL FROM THE RELOCATION OF THE
 TU1041'HIGHWAY IN 1934.
 TU1041'
 TU1041'THE CHARLES LUCAS DAIRY RANCH IS STILL LOCATED IN THE VICINITY
 TU1041'OF THE STATION BUT THE LUCAS RESIDENCE WAS EVIDENTLY TORN DOWN
 TU1041'WHEN THE ROAD WAS RELOCATED AND SOME WOODEN HOUSES OCCUPIED
 TU1041'BY JAPANESE NOW LIE N OF THE STATION.  THE STATION IS ACROSS
 TU1041'THE ROAD FROM THE HOME OF W.G. ASHLEY AT 5827 KALANIANAOLE
 TU1041'HIGHWAY.
 TU1041'
 TU1041'CAREFUL MEASUREMENTS TO VARIOUS PERMANENT OBJECTS WERE TAKEN
 TU1041'SO THAT THEY MIGHT SERVE AS WITNESS MARKS FOR FUTURE
 TU1041'RECOVERY.  DISTANCES FROM NIU LONGITUDE 1926 TO VARIOUS OBJECTS
 TU1041'TAKEN IN A CLOCKWISE DIRECTION FOLLOW--
 TU1041'
 TU1041'TO REFERENCE MARK NIU LONGITUDE 1926
 TU1041'(AZIMUTH FROM N - 0 DEG 00 MIN 00.7 SEC) 73.28 FEET
 TU1041'
 TU1041'TO ROAD BOUNDARY MONUMENT NE OF STATION AT BASE OF STONE
 TU1041'WALL 127.64 FEET
 TU1041'
 TU1041'TO CENTER OF TOP NUT OF WATER HYDRANT SE OF STATION ACROSS
 TU1041'ROAD 109.58 FEET
 TU1041'
 TU1041'TO CENTER OF WOODEN ROAD MARKER (NRH-61-180.00) ACROSS ROAD
 TU1041'41.15 FEET
 TU1041'
 TU1041'TO CENTER OF LARGE MANHOLE PLATE ACROSS ROAD 44.97 FEET
 TU1041'
 TU1041'TO ROAD BOUNDARY MONUMENT NW OF STATION AT BASE OF STONE
 TU1041'WALL 65.51 FEET
 TU1041'
 TU1041'TO NW CORNER (FARTHEST) OF CULVERT ON W SIDE OF ROAD ENTRANCE
 TU1041'32.9 FEET
 TU1041
 TU1041                          STATION RECOVERY (1957)
 TU1041
 TU1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HOF)
 TU1041'THE STATION WAS FOUND AS DESCRIBED IN 1943 (R.H.D.) WITH THE
 TU1041'FOLLOWING ADDITIONS AND DELETIONS--
 TU1041'
 TU1041'THE STATION IS ABOUT 8.9 MILES E OF THE FEDERAL BUILDING IN
 TU1041'HONOLULU AONG THE KALANIANAOLE HIGHWAY AND 200 METERS E OF THE
 TU1041'PAONAKEIKI DAIRY FARM.  ACCURATE MEASUREMENTS TAKEN FROM THE LIST
 TU1041'OF WITNESS MARKS WERE VERY INSTRUMENTAL IN RECOVERING THE STATION,
 TU1041'WHICH WAS FOUND ABOUT FOUR INCHES BELOW A HARD TARVIA COVERING
 TU1041'OF THE HIGHWAY, NECESSITATING A GOOD HOUR TO UNCOVER.  THE DISC
 TU1041'WAS FOUND IN PERFECT CONDITION WITH NIU LONGITUDE 1926, PLAINLY
 TU1041'STAMPED UPON IT, SET IN A MANHOLE WITH A 7-INCH COVER PLATE ABOUT
 TU1041'6 INCHES BELOW THE SURFACE OF THE HIGHWAY.
 TU1041'
 TU1041'CAREFUL MEASUREMENTS TO VARIOUS PERMANENT OBJECTS WERE TAKEN
 TU1041'SO THAT THEY MIGHT SERVE AS WITNESS MARKS FOR FUTURE
 TU1041'RECOVERY.  DISTANCES FROM NIU LONGITUDE 1926, AS PER SKETCH,
 TU1041'TO VARIOUS OBJECTS TAKEN IN A CLOCKWISE DIRECTION FOLLOW--
 TU1041'
 TU1041'TO POINT A - TOP OF EAST END OF 18 IN CIRCULAR CULVERT, UNDERNEATH
 TU1041'ROAD LEADING TO HOUSE NO. 5828 (J.S. CARRILHO) - 110.7 FT.
 TU1041'
 TU1041'TO POINT B - NW CORNER (FARTHEST) OF CULVERT ON WEST SIDE OF
 TU1041'ROAD ENTRANCE TO HOUSE NO. 5836 (WM. MORIYAMA), 32.9 FT.
 TU1041'
 TU1041'TO POINT C, SE AND CLOSEST CORNER OF HOUSE NO. 5836, 78.8 FT.
 TU1041'
 TU1041'TO R.M. NIU LONGITUDE 1926 - (AZIMUTH FROM N.-0 DEG 00 MIN 00.7
 TU1041'SEC) - 73.28 FT. (THIS R.M. WAS SEARCHED FOR BUT NOT FOUND IN
 TU1041'1957.  MORE DILIGENT SEARCH MIGHT REVEAL IT).
 TU1041'
 TU1041'TO POINT D - CENTER OF TOP OF NUT ON WATER HYDRANT SE OF STATION
 TU1041'ACROSS ROAD, 109.58 FT.
 TU1041'
 TU1041'TO POINT E - CENTER OF OLD WOODEN ROAD MARKER (NRH-61-180.00)
 TU1041'ACROSS ROAD, 41.15 FT.
 TU1041'
 TU1041'TO POINT F - CENTER OF LARGE MANHOLE PLATE ACROSS ROAD - 44.97 FT.
 TU1041'
 TU1041'THE TWO ROAD BOUNDARY MONUMENTS, ONE NE OF STATION AT BASE OF
 TU1041'STONE WALL 127.64 FT. AND ONE NW OF STATION AT BASE OF STONE
 TU1041'WALL 65.51 FT. WERE NOT RECOVERED.
 TU1041'
 TU1041'THE MARK IS 2.9 FEET SOUTH FROM THE NORTH EDGE OF THE PAVEMENT,
 TU1041'AND 12.2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 TU1041'
 TU1041'THE R.M. 13.1 METERS N. 20 DEG W. MARKED NIU 1926 LONGITUDE,
 TU1041'WAS NOT SEARCHED FOR.
 TU1041'
 TU1041'TWO POWER LINES CARRYING 1100 AND 4160 VOLTS RUN ALONG THE SOUTH
 TU1041'SIDE OF THE HIGHWAY.
 TU1041
 TU1041                          STATION RECOVERY (1965)
 TU1041
 TU1041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1041'THE STATION WAS NOT SEARCHED FOR BUT IS PROBABLY INTACT.  SEVERAL
 TU1041'OF THE REFERENCE POINTS LISTED IN THE DESCRIPTION WERE IDENTIFIED
 TU1041'AND COULD BE USED IF RECOVERY WERE NECESSARY.
 TU1041'
 TU1041'THE STATION IS NOT USED BY ANY AGENCIES FOR CONTROL, THE VIEW IN
 TU1041'ALL DIRECTIONS IS BLOCKED BY HIGH TREES, AND THE HIGHWAY HAS
 TU1041'BEEN CONVERTED TO 4-LANE, CARRYING HEAVY TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1038 ***********************************************************************
 TU1038  DESIGNATION -  NIU WATER TANK 1963
 TU1038  PID         -  TU1038
 TU1038  STATE/COUNTY-  HI/HONOLULU
 TU1038  USGS QUAD   -  KOKO HEAD (1983)
 TU1038
 TU1038                         *CURRENT SURVEY CONTROL
 TU1038  ___________________________________________________________________
 TU1038* NAD 83(1993)-  21 17 01.37555(N)    157 43 52.61844(W)     ADJUSTED  
 TU1038* LOCAL TIDAL -        50.     (meters)     164.     (feet)  SCALED    
 TU1038  ___________________________________________________________________
 TU1038  EPOCH DATE  -        1993.62
 TU1038  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 TU1038  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1038
 TU1038  HORZ ORDER  -  THIRD
 TU1038
 TU1038.The horizontal coordinates were established by classical geodetic methods
 TU1038.and adjusted by the National Geodetic Survey in December 1998..
 TU1038.The horizontal coordinates are valid at the epoch date displayed above.
 TU1038.The epoch date for horizontal control is a decimal equivalence
 TU1038.of Year/Month/Day.
 TU1038
 TU1038.The orthometric height was scaled from a topographic map.
 TU1038
 TU1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1038
 TU1038.The geoid height was determined by GEOID03.
 TU1038
 TU1038;                    North         East     Units Scale Factor Converg.
 TU1038;SPC HI 3     -    12,983.242   527,885.285   MT  0.99999960   +0 05 51.1
 TU1038;UTM  04      - 2,354,076.723   631,613.458   MT  0.99981405   +0 27 38.1
 TU1038
 TU1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1038!SPC HI 3     -   0.99998970  x   0.99999960  =   0.99998930
 TU1038!UTM  04      -   0.99998970  x   0.99981405  =   0.99980375
 TU1038
 TU1038                          SUPERSEDED SURVEY CONTROL
 TU1038
 TU1038  NAD 83(1986)-  21 17 01.32513(N)    157 43 52.62675(W) AD(       ) 4
 TU1038  OLD HI      -  21 17 12.73100(N)    157 44 02.50100(W) AD(       ) 3
 TU1038
 TU1038.Superseded values are not recommended for survey control.
 TU1038.NGS no longer adjusts projects to the OLD HI datum.
 TU1038.See file dsdata.txt to determine how the superseded data were derived.
 TU1038
 TU1038_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3161354077(NAD 83)
 TU1038
 TU1038  HISTORY     - Date     Condition        Report By
 TU1038  HISTORY     - 1963     MONUMENTED       CGS
 TU1038
 TU1038                          STATION DESCRIPTION
 TU1038
 TU1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1038'STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF AINA HAINA AND 2
 TU1038'MILES NORTHWEST OF KOKO HEAD, ON THE END OF A RIDGE, ABOUT 135
 TU1038'YARDS NORTH OF STATE HIGHWAY 72.  IT IS A CONCRETE TANK, 95 FEET
 TU1038'IN DIAMETER AND 23 FEET HIGH, PAINTED PALE GREEN (STANDARD WATER
 TU1038'DEPT. COLOR).  ON THE CENTER OF THE FLAT ROOF OF THE TANK THERE
 TU1038'IS A OCTAGON-SHAPED HOUSE, 12 FEET ACROSS AT THE BASE AND
 TU1038'TAPERING IN SLIGHTLY AT THE TOP 9 FEET ABOVE TANK ROOF.  A
 TU1038'3-FOOT-DIAMETER, METAL VENTILATOR SETS ON THE MIDDLE OF THE HOUSE
 TU1038'ROOF AND A 14-INCH-LONG, METAL POINT PROJECTS FROM THE
 TU1038'MIDDLE OF THE VENTILATOR TOP.  POINT INTERSECTED WAS THE METAL
 TU1038'POINT.
 TU1038'
 TU1038'THE TANK SETS IN A LARGE CUT ON THE RIDGE, AND IS NOT VISIBLE
 TU1038'EXCEPT IN THE IMMEDIATE VICINITY.
 TU1038'
 TU1038'METAL POINT ON ROOF IS 92.171 FEET NORTH OF STATION
 TU1038'KULIOUOU 1928 AND ROOF OF TANK IS ABOUT 10 FEET HIGHER
 TU1038'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2695 ***********************************************************************
 TU2695  DESIGNATION -  NIULII 1913
 TU2695  PID         -  TU2695
 TU2695  STATE/COUNTY-  HI/HAWAII
 TU2695  USGS QUAD   -  HONOKANE (1982)
 TU2695
 TU2695                         *CURRENT SURVEY CONTROL
 TU2695  ___________________________________________________________________
 TU2695* NAD 83(1993)-  20 12 58.99044(N)    155 44 43.44953(W)     ADJUSTED  
 TU2695* LOCAL TIDAL -       120.1    (meters)     394.     (feet)  VERT ANG  
 TU2695  ___________________________________________________________________
 TU2695  EPOCH DATE  -        1993.62
 TU2695  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TU2695  GEOID HEIGHT-          18.77  (meters)                     GEOID03
 TU2695
 TU2695  HORZ ORDER  -  SECOND
 TU2695
 TU2695.The horizontal coordinates were established by classical geodetic methods
 TU2695.and adjusted by the National Geodetic Survey in December 1998..
 TU2695.The horizontal coordinates are valid at the epoch date displayed above.
 TU2695.The epoch date for horizontal control is a decimal equivalence
 TU2695.of Year/Month/Day.
 TU2695
 TU2695.The orthometric height was determined by vertical angle observations.
 TU2695
 TU2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2695
 TU2695.The geoid height was determined by GEOID03.
 TU2695
 TU2695;                    North         East     Units Scale Factor Converg.
 TU2695;SPC HI 1     -   153,115.700   474,355.397   MT  0.99997479   -0 05 05.3
 TU2695;UTM  05      - 2,237,803.237   213,126.863   MT  1.00061726   -0 56 57.7
 TU2695
 TU2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2695!SPC HI 1     -   0.99997817  x   0.99997479  =   0.99995296
 TU2695!UTM  05      -   0.99997817  x   1.00061726  =   1.00059542
 TU2695
 TU2695:                Primary Azimuth Mark                     Grid Az
 TU2695:SPC HI 1     -  KAUHOLA POINT LIGHT 1948                 320 41 52.8
 TU2695:UTM  05      -  KAUHOLA POINT LIGHT 1948                 321 33 45.2
 TU2695
 TU2695|---------------------------------------------------------------------|
 TU2695| PID    Reference Object                     Distance      Geod. Az  |
 TU2695|                                                           dddmmss.s |
 TU2695| TU2717 KAUHOLA POINT LIGHT 1948            APPROX. 4.3 KM 3203647.5 |
 TU2695|---------------------------------------------------------------------|
 TU2695
 TU2695                          SUPERSEDED SURVEY CONTROL
 TU2695
 TU2695  NAD 83(1986)-  20 12 58.95875(N)    155 44 43.45798(W) AD(       ) 2
 TU2695  OLD HI      -  20 13 10.02400(N)    155 44 53.48200(W) AD(       ) 2
 TU2695
 TU2695.Superseded values are not recommended for survey control.
 TU2695.NGS no longer adjusts projects to the OLD HI datum.
 TU2695.See file dsdata.txt to determine how the superseded data were derived.
 TU2695
 TU2695_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1312737803(NAD 83)
 TU2695
 TU2695  HISTORY     - Date     Condition        Report By
 TU2695  HISTORY     - 1913     MONUMENTED       CGS
 TU2695  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2695  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2695  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2695  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2695
 TU2695                          STATION DESCRIPTION
 TU2695
 TU2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2695'ON NORTH COAST OF HAWAII, NORTHEAST SHORE OF KOHALA, ON A
 TU2695'WELL-DEFINED HILL ABOUT 1/2 MILE SOUTH OF NIULII SUGAR
 TU2695'MILL.  THERE IS A WALL OF STONE WHICH CROSSES THIS HILL.  ON THE
 TU2695'SOUTHWEST SIDE CANE IS PLANTED.  ON THE NORTHEAST SIDE IS A
 TU2695'PASTURE, AND THE LAND SLOPES ABRUPTLY DOWN TOWARD THE MAIN ROAD
 TU2695'AND MILL.  KOHALA MILL STACK BEARS N. 70 DEG W. FROM THE
 TU2695'STATION.  A SMALL CHURCH WHICH IS ON A BRANCH ROAD (POLOLO
 TU2695'GULCH ROAD) GOING MAUKA (INLAND) AND A SHORT DISTANCE FROM
 TU2695'WHERE THIS ROAD JOINS THE MAIN ROAD, BEARS N. 16 DEG W.
 TU2695'NIULII STACK BEARS N. 11 DEG E.  STATION IS 95 METERS WEST OF
 TU2695'THE AFOREMENTIONED BRANCH ROAD, AND IS MARKED BY THE UPPER END OF
 TU2695'AN IRON AXLE SET UP IN CONCRETE AT THE HIGHEST POINT OF THE
 TU2695'ABOVE MENTIONED WALL OF STONES.  THE AXLE PROJECTS ABOUT 2
 TU2695'1/2 FEET ABOVE THE GROUND. AND A CAIRN OF STONES IS BUILT AROUND
 TU2695'IT TO ITS TOP.
 TU2695
 TU2695                          STATION RECOVERY (1938)
 TU2695
 TU2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2695'LOCATION OF STATION--ON A WELL-DEFINED HILL ABOUT 250 FEET ABOVE
 TU2695'THE NIULII-POLOLU VALLEY ROAD AND ABOUT 2000 FEET FROM POLOLU
 TU2695'VALLEY-NIULII MILL ROAD JUNCTION.
 TU2695'
 TU2695'OLD MARK FOUND--1-1/2 IN PIPE IN CONCRETE MARKED
 TU2695'NIULII-1931.  THE AXLE MARKING THE ORIGINAL STATION WAS FOUND ON
 TU2695'THE GROUND NEARBY.  EVIDENTLY THE AXLE WAS REPLACED BY THE PIPE
 TU2695'IN CONCRETE BY THE OFFICE OF JAMES B. MANN, PRIVATE SURVEYOR.
 TU2695'
 TU2695'NEW MARK--H.T.S. TYPE A MONUMENT SIX FEET HIGH WITH STANDARD
 TU2695'METAL TARGET.
 TU2695
 TU2695                          STATION RECOVERY (1948)
 TU2695
 TU2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2695'THE ORIGINAL STATION WAS NOT RECOVERED.  IN 1913 THE STATION WAS
 TU2695'THE UPPER END OF AN AXLE WHICH WAS SET IN CONCRETE.  IN 1938 THE
 TU2695'HAWAIIAN TERRITORY SURVEY REPORTED FINDING A 1-1/2 INCH IRON PIPE
 TU2695'SET INTO CONCRETE AND FINDING THE IRON AXLE ON THE GROUND
 TU2695'NEARBY.  THEY ASSUMED THAT THE AXLE WAS REPLACED BY PIPE BY THE
 TU2695'OFFICE OF JAMES B. MANN, A PRIVATE SURVEYOR.  ALSO IN 1938 THE
 TU2695'TERRITORY SURVEY BUILT A CONCRETE PLATFORM 6 FEET HIGH AND 6
 TU2695'FEET SQUARE OVER THIS STATION.  THE CENTER OF A 2-1/2 INCH
 TU2695'IRON PIPE WHICH PROJECTS ABOUT 18 INCHES ABOVE THE TOP OF THE
 TU2695'CONCRETE PLATFORM WAS USED AS THE STATION FOR THE 1948 SURVEY.
 TU2695'A NEW DESCRIPTION FOLLOWS--
 TU2695'
 TU2695'THE STATION IS LOCATED NEAR THE SUMMIT OF A LOW HILL IN A CANE
 TU2695'FIELD ABOUT 3 MILES SOUTHEAST OF KAUHOLA POINT, ABOUT 1.0 MILE
 TU2695'SOUTHWEST OF AKAKOA POINT, ABOUT 0.8 MILE SOUTHWEST OF THE VILLAGE
 TU2695'OF MAKAPALA, ABOUT 0.1 MILE NORTHEAST OF A FIELD ROAD AND ABOUT
 TU2695'25 FEET EAST OF THE HIGH GROUND.
 TU2695'
 TU2695'TO REACH FROM THE POST OFFICE IN KAPAAU.  GO SOUTH ON THE ROAD
 TU2695'WHICH LEADS TOWARD POLOLU VALLEY FOR 3.3 MILES.  CROSS A
 TU2695'CONCRETE BRIDGE OVER A SMALL STREAM AND CONTINUE SOUTHERLY FOR
 TU2695'0.5 MILE.  PASS TO THE LEFT HAND SIDE OF MAKAPALA SCHOOL AND
 TU2695'CONTINUE SOUTHEASTERLY FOR 0.3 MILE.  CONTINUE STRAIGHT AHEAD,
 TU2695'SOUTHEASTERLY, AS PER THE SIGN READING POLOLU VALLEY AND GO 0.1
 TU2695'MILE.  CONTINUE STRAIGHT AHEAD, ON THE DIRT ROAD, FOR 0.2
 TU2695'MILE.  TURN RIGHT AND GO SOUTHERLY, UP GRADE, FOR 0.2 MILE TO
 TU2695'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHEAST FOR
 TU2695'ABOUT 0.1 MILE TO THE STATION.
 TU2695'
 TU2695'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2695'PROJECTS ABOUT 18 INCHES ABOVE THE TOP OF A SQUARE CONCRETE
 TU2695'PLATFORM.  THE PLATFORM IS 6 FEET ON EACH SIDE AND IS 6 FEET HIGH.
 TU2695
 TU2695                          STATION RECOVERY (1967)
 TU2695
 TU2695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2695'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2695'FOLLOWS--
 TU2695'
 TU2695'STATION IS LOCATED ABOUT 2-1/2 MILES EAST-SOUTHEAST OF THE KOHALA
 TU2695'SUGAR MILL, 1/2-MILE SOUTH OF NIULII AND ABOUT 300 FEET WEST OF
 TU2695'THE ROAD TO POLOLU VALLEY, AT ABOUT 394 FEET ELEVATION, ON A HILL
 TU2695'IN THE CANEFIELDS.
 TU2695'
 TU2695'TO REACH STATION FROM THE POST OFFICE AT KOHALA, GO EAST ON
 TU2695'STATE HIGHWAY 27 FOR 4.1 MILES.  TAKE RIGHT FORK AT SIGN POLOLU
 TU2695'VALLEY AND FOLLOW MACADAM ROAD UPGRADE FOR 0.35 MILE TO
 TU2695'FORK.  TAKE RIGHT FORK AND FOLLOW FIELD ROAD UPHILL FOR 0.1 MILE
 TU2695'TO END OF TRUCK TRAVEL.  WALK NORTH ACROSS CANEFIELD FOR ABOUT
 TU2695'100 YARDS TO STATION.
 TU2695'
 TU2695'STATION IS MARKED BY THE CENTER OF A 1-1/2-INCH IRON PIPE FLUSH
 TU2695'WITH THE TOP OF A 16-INCH-DIAMETER, CONCRETE DOME PROJECTING 18
 TU2695'INCHES ABOVE GROUND.  A TYPE A SIGNAL IS CENTERED OVER THE MARK,
 TU2695'WITH THE 6 X 6-FOOT CONCRETE PLATFORM 6 FEET ABOVE GROUND.  A
 TU2695'RED AND WHITE METAL TARGET EXTENDS 8 FEET ABOVE THE PLATFORM.
 TU2695
 TU2695                          STATION RECOVERY (1978)
 TU2695
 TU2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2695'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1967.
 TU2695'
 TU2695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2695'1/2 MILE SOUTH OF NIULII.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2694 ***********************************************************************
 TU2694  DESIGNATION -  NIULII STACK
 TU2694  PID         -  TU2694
 TU2694  STATE/COUNTY-  HI/HAWAII
 TU2694  USGS QUAD   -  HONOKANE (1982)
 TU2694
 TU2694                         *CURRENT SURVEY CONTROL
 TU2694  ___________________________________________________________________
 TU2694* NAD 83(1993)-  20 13 24.41496(N)    155 44 32.72268(W)     ADJUSTED  
 TU2694* LOCAL TIDAL -                                                        
 TU2694  ___________________________________________________________________
 TU2694  EPOCH DATE  -        1993.62
 TU2694  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 TU2694  GEOID HEIGHT-          18.60  (meters)                     GEOID03
 TU2694
 TU2694  HORZ ORDER  -  THIRD
 TU2694
 TU2694.The horizontal coordinates were established by classical geodetic methods
 TU2694.and adjusted by the National Geodetic Survey in December 1998..
 TU2694.The horizontal coordinates are valid at the epoch date displayed above.
 TU2694.The epoch date for horizontal control is a decimal equivalence
 TU2694.of Year/Month/Day.
 TU2694
 TU2694
 TU2694.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2694
 TU2694.The geoid height was determined by GEOID03.
 TU2694
 TU2694;                    North         East     Units Scale Factor Converg.
 TU2694;SPC HI 1     -   153,897.075   474,667.918   MT  0.99997459   -0 05 01.7
 TU2694;UTM  05      - 2,238,580.305   213,451.349   MT  1.00061496   -0 56 55.2
 TU2694
 TU2694                          SUPERSEDED SURVEY CONTROL
 TU2694
 TU2694  NAD 83(1986)-  20 13 24.38353(N)    155 44 32.73132(W) AD(       ) 4
 TU2694  OLD HI      -  20 13 35.45200(N)    155 44 42.75600(W) AD(       ) 3
 TU2694
 TU2694.Superseded values are not recommended for survey control.
 TU2694.NGS no longer adjusts projects to the OLD HI datum.
 TU2694.See file dsdata.txt to determine how the superseded data were derived.
 TU2694
 TU2694_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1345138580(NAD 83)
 TU2694
 TU2694  HISTORY     - Date     Condition        Report By
 TU2694  HISTORY     - 1913     MONUMENTED       CGS
 TU2694  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2694
 TU2694                          STATION DESCRIPTION
 TU2694
 TU2694'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2694'ON NORTH COAST OF HAWAII, NORTHEAST COAST OF KOHALA DISTRICT, AT
 TU2694'NIULII, BEHIND KEOKEA HARBOR, THE MAIN STACK OF THE NIULII MILL
 TU2694'AND PLANTATION CO.  IT IS THE MOST EASTERLY OF THE FIVE MILLS
 TU2694'IN KOHALA.
 TU2694
 TU2694                          STATION RECOVERY (1967)
 TU2694
 TU2694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2694'STATION IS GONE.  THE STACK WAS REMOVED LONG AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2485 ***********************************************************************
 TU2485  DESIGNATION -  NIUOU
 TU2485  PID         -  TU2485
 TU2485  STATE/COUNTY-  HI/HAWAII
 TU2485  USGS QUAD   -  MILOLII (1996)
 TU2485
 TU2485                         *CURRENT SURVEY CONTROL
 TU2485  ___________________________________________________________________
 TU2485* NAD 83(1993)-  19 07 38.33674(N)    155 54 58.89912(W)     ADJUSTED  
 TU2485* LOCAL TIDAL -        10.5    (meters)      34.     (feet)  VERT ANG  
 TU2485  ___________________________________________________________________
 TU2485  EPOCH DATE  -        1993.62
 TU2485  LAPLACE CORR-          18.49  (seconds)                    DEFLEC99
 TU2485  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU2485
 TU2485  HORZ ORDER  -  SECOND
 TU2485
 TU2485.The horizontal coordinates were established by classical geodetic methods
 TU2485.and adjusted by the National Geodetic Survey in December 1998..
 TU2485.The horizontal coordinates are valid at the epoch date displayed above.
 TU2485.The epoch date for horizontal control is a decimal equivalence
 TU2485.of Year/Month/Day.
 TU2485
 TU2485.The orthometric height was determined by vertical angle observations.
 TU2485
 TU2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2485
 TU2485.The geoid height was determined by GEOID03.
 TU2485
 TU2485;                    North         East     Units Scale Factor Converg.
 TU2485;SPC HI 1     -    32,592.523   456,195.133   MT  0.99999038   -0 08 11.1
 TU2485;UTM  05      - 2,117,474.920   193,182.782   MT  1.00076384   -0 57 22.9
 TU2485
 TU2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2485!SPC HI 1     -   0.99999582  x   0.99999038  =   0.99998620
 TU2485!UTM  05      -   0.99999582  x   1.00076384  =   1.00075965
 TU2485
 TU2485:                Primary Azimuth Mark                     Grid Az
 TU2485:SPC HI 1     -  HANAKEAUMOE RESET                        159 39 28.1
 TU2485:UTM  05      -  HANAKEAUMOE RESET                        160 28 39.9
 TU2485
 TU2485|---------------------------------------------------------------------|
 TU2485| PID    Reference Object                     Distance      Geod. Az  |
 TU2485|                                                           dddmmss.s |
 TU2485| TU2475 HANAKEAUMOE RESET                   APPROX. 2.9 KM 1593117.0 |
 TU2485| TU2477 CAIRN                               APPROX. 1.2 KM 1685608.4 |
 TU2485| CN5948 NIUOU RM 1                           10.138 METERS 18853     |
 TU2485| CN5949 NIUOU RM 2                            7.212 METERS 26448     |
 TU2485|---------------------------------------------------------------------|
 TU2485
 TU2485                          SUPERSEDED SURVEY CONTROL
 TU2485
 TU2485  NAD 83(1986)-  19 07 38.33259(N)    155 54 58.94534(W) AD(       ) 2
 TU2485  OLD HI      -  19 07 49.15600(N)    155 55 08.98800(W) AD(       ) 2
 TU2485
 TU2485.Superseded values are not recommended for survey control.
 TU2485.NGS no longer adjusts projects to the OLD HI datum.
 TU2485.See file dsdata.txt to determine how the superseded data were derived.
 TU2485
 TU2485_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9318317475(NAD 83)
 TU2485_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2485_SETTING: 80 = SET IN A BOULDER
 TU2485_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2485_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2485
 TU2485  HISTORY     - Date     Condition        Report By
 TU2485  HISTORY     - 1948     MONUMENTED       CGS
 TU2485  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2485  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2485  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU2485  HISTORY     - 1979     GOOD             NOS
 TU2485
 TU2485                          STATION DESCRIPTION
 TU2485
 TU2485'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2485'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF MILOLII, ABOUT
 TU2485'2.5 MILES SOUTH OF HANAMALO POINT, 0.6 MILE NORTH OF KANEWAA
 TU2485'POINT, ABOUT 0.2 MILE NORTH OF NIUOU COCOANUT GROVE, ABOUT 100
 TU2485'FEET EAST OF THE SEA, ABOUT 100 FEET WEST OF A TRAIL AND ON THE
 TU2485'SUMMIT OF A LOW LAVA KNOLL.
 TU2485'
 TU2485'THE STATION IS BEST REACHED, BY BOAT, FROM THE VILLAGE OF
 TU2485'MILOLII.  A LANDING CAN BE MADE ON THE ROCKY POINT ABOUT 100
 TU2485'FEET WEST OF THE STATION.  IN ROUGH WEATHER THE STATION CAN BE
 TU2485'REACHED FROM MILOLII BY PACKING SOUTHERLY, ON THE GOOD TRAIL, FOR
 TU2485'ABOUT 4.5 MILES TO THE STATION ON THE RIGHT HAND SIDE OF THE
 TU2485'TRAIL.
 TU2485'
 TU2485'THE STATION IS A STANDARD DISK, UNSTAMPED, SET INTO A DRILL
 TU2485'HOLE IN A BOULDER WHICH IS ABOUT 1 FOOT IN DIAMETER.
 TU2485'
 TU2485'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, UNSTAMPED, SET INTO
 TU2485'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 FEET AND IS
 TU2485'LOCATED 1.53 METERS LOWER THAN THE STATION.
 TU2485'
 TU2485'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, UNSTAMPED, SET INTO
 TU2485'A DRILL HOLE IN A BOULDER WHICH IS ABOUT 10 FEET LONG, 5 FEET
 TU2485'WIDE AND PROJECTS ABOUT 8 FEET FROM THE SURROUNDING ROCK.  IT
 TU2485'IS LOCATED 1.65 METERS LOWER THAN THE STATION.
 TU2485'
 TU2485'A 2-1/2 X 2-1/2 BLACK AND WHITE POLE HAS BEEN PLUMBED OVER
 TU2485'THIS STATION AND A CAIRN OF ROCKS BUILT AROUND THE POLE.
 TU2485
 TU2485                          STATION RECOVERY (1958)
 TU2485
 TU2485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2485'STATION RECOVERED.
 TU2485'
 TU2485'TO REACH FROM THE HOOKENA SCHOOL.  PROCEED SOUTHERLY ALONG MAIN
 TU2485'ROAD FOR 17.2 MILES TO THE MAIN RANCH BUILDINGS AT HONOMOLINO
 TU2485'RANCH.  TURN RIGHT GOING PAST HOUSES FOR 0.1 MILE.  TAKE LEFT
 TU2485'FORK THRU GATE FOR 1.8 MILES TO WIRE CORRAL.  TURN INTO CORRAL
 TU2485'AND CONTINUE OUT GATE ON WEST SIDE OF CORRAL AND CONTINUE DOWN
 TU2485'GRADE FOR 2.3 MILES TO COASTLINE.  TAKE LEFT FORK AND GO
 TU2485'SOUTHERLY ACROSS LAVA ALONG JEEP TRAIL FOR 1.0 MILE TO END OF
 TU2485'TRUCK TRAVEL, FROM HERE PACK SOUTHERLY ALONG GOOD TRAIL
 TU2485'FOR ABOUT 0.5 MILES TO STATION ON RIGHT HAND SIDE OF
 TU2485'TRAIL.
 TU2485
 TU2485                          STATION RECOVERY (1968)
 TU2485
 TU2485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2485'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2485'CONDITION.  IT IS NOW POSSIBLE TO DRIVE TO WITHIN 1/2-MILE OF
 TU2485'STATION WITH 4-WHEEL DRIVE VEHICLE.  A COMPLETE DESCRIPTION
 TU2485'FOLLOWS--
 TU2485'
 TU2485'STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH OF MILOLII, 4
 TU2485'MILES SOUTHWEST OF THE HONOMALINO AGRICULTURE CO. OFFICE, AND
 TU2485'3400 FEET SOUTH-SOUTHWEST OF THE OLD HOLUA SLIDE, ALONG THE
 TU2485'COAST, SOUTHEAST ACROSS A SMALL COVE FROM NIUOU POINT, ABOUT
 TU2485'250 YARDS NORTH OF A KIAWE GROVE (THERE IS NO LONGER A COCONUT
 TU2485'GROVE IN THE AREA), AT ABOUT 34 FEET ELEVATION, ON A SLIGHT
 TU2485'KNOLL IN ROUGH LAVA AREA, AND 100 FEET WEST OF AN OLD HAWAIIAN
 TU2485'TRAIL.
 TU2485'
 TU2485'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH
 TU2485'ON STATE HIGHWAY 11 FOR 19.7 MILES TO THE HONOMALINO AGRICULTURE
 TU2485'CO. OFFICE ON RIGHT.  FROM OFFICE GO SOUTH ON NARROW MACADAM
 TU2485'ROAD FOR 0.25 MILE TO A DIM ROAD RIGHT.  TURN RIGHT AND GO DOWN
 TU2485'THROUGH ORCHARD FOR 1.1 MILES TO LOCKED GATE (KEY WAS OBTAINED
 TU2485'AT THE HONOMALINO OFFICE).  PASS THROUGH GATE AND GO 0.4 MILE
 TU2485'TO T-JUNCTION.  TURN LEFT AND GO 0.8 MILE.  TAKE RIGHT FORK,
 TU2485'INSIDE WIRE CORRAL, AND GO DOWN THROUGH PASTURE LAND FOR 2.6
 TU2485'MILES TO T-JUNCTION AT BEACH.  TURN LEFT AND FOLLOW BEACH ROAD
 TU2485'SOUTH FOR 0.95 MILE TO END OF ROAD.  PACK SOUTH ON OLD TRAIL
 TU2485'ABOUT 1/2 MILE TO STATION ON RIGHT.
 TU2485'
 TU2485'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2485'HOLE IN ROCK FLUSH WITH GROUND, ABOUT 175 FEET NORTH OF THE INNER
 TU2485'END OF A NARROW INLET.  THERE IS A LARGE CAIRN WITH SIGNAL IN
 TU2485'CENTER, OVER THE MARK.
 TU2485'
 TU2485'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2485'IN A DRILL HOLE IN A 4-FOOT-DIAMETER BOULDER PROJECTING 3 FEET
 TU2485'ABOVE GROUND.  IT IS 4.9 FEET LOWER THAN STATION MARK.
 TU2485'
 TU2485'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2485'IN A DRILL HOLE IN A 9-FOOT-DIAMETER LAVA ROCK THAT PROJECTS 6
 TU2485'FEET ABOVE GROUND.  IT IS 5.3 FEET LOWER THAN STATION MARK.
 TU2485
 TU2485                          STATION RECOVERY (1973)
 TU2485
 TU2485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CAB)
 TU2485'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 TU2485'
 TU2485'THE NEW TO REACH DESCRIPTION IS AS FOLLOWS--TO REACH STATION
 TU2485'FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON STATE HIGHWAY 11
 TU2485'FOR 19.7 MILES TO THE HONOMALINO AGRICULTURE COMPANY OFFICE ON
 TU2485'RIGHT.  FROM THE OFFICE CONTINUE SOUTH UP HILL AND RETURN TO
 TU2485'HWY 11, AT THE HIGHWAY TURN RIGHT AND PROCEED SOUTH FOR 0.2
 TU2485'MILES TO NARROW ASPHALT ROAD ON RIGHT.  TURN RIGHT AND FOLLOW
 TU2485'ROAD FOR 0.3 MILES TO TWO MANGO TREES ON THE LEFT AND A NARROW
 TU2485'TRACK ROAD TO THE RIGHT LEADING THROUGH MACADAMIA
 TU2485'ORCHARD.  FOLLOW THIS TRACK ROAD 1.3 MILES TO A LOCKED GATE
 TU2485'(KEY WAS OBTAINED AT THE HONOMALINO OFFICE).  PASS THROUGH GATE
 TU2485'FOR 0.2 MILES AND TAKE RIGHT FORK IN ROAD AND CONTINUE 0.6
 TU2485'MILES TO A WIRE CORRAL.  GO THROUGH CORRAL AND TAKE THE LEFT
 TU2485'EXIT WHICH MAKES A SHARP U-TURN AND PARALLELS THE ROAD THAT
 TU2485'ENTERED THE CORRAL.  CONTINUE FOR 2.3 MILES WHERE A
 TU2485'ROAD JOINS FROM THE RIGHT AND CONTINUE STRAIGHT AHEAD FOR
 TU2485'0.1 MILE TO A T-JUNCTION AT BEACH.  TURN LEFT AND FOLLOW
 TU2485'BEACH ROAD SOUTH FOR 0.95 MILE TO END OF ROAD.  PACK SOUTH ON
 TU2485'OLD TRAIL ABOUT 1/2 MILE TO STATION ON RIGHT.
 TU2485
 TU2485                          STATION RECOVERY (1979)
 TU2485
 TU2485'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2485'STATION WAS RECOVERED IN GOOD CONDITION. TO REACH BY
 TU2485'SMALL BOAT LAND AT KAUPO BAY, NEAR THE GROVE OF TREES
 TU2485'FROM HERE WALK UP TO THE TREES AND THEN WALK EAST UNTIL
 TU2485'YOU COME TO AN OLD TRAIL. FOLLOW THIS TRAIL SOUTH PAST
 TU2485'NIUOU POINT. THE STATION IS JUST SOUTH OF THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3267 ***********************************************************************
 TU3267  DESIGNATION -  NOB 1931
 TU3267  PID         -  TU3267
 TU3267  STATE/COUNTY-  HI/MAUI
 TU3267  USGS QUAD   -  
 TU3267
 TU3267                         *CURRENT SURVEY CONTROL
 TU3267  ___________________________________________________________________
 TU3267* NAD 83(1993)-  20 53 25.47676(N)    157 03 38.21107(W)     ADJUSTED  
 TU3267* LOCAL TIDAL -        24.8    (meters)      81.     (feet)  VERT ANG  
 TU3267  ___________________________________________________________________
 TU3267  EPOCH DATE  -        1993.62
 TU3267  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 TU3267  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU3267
 TU3267  HORZ ORDER  -  THIRD
 TU3267
 TU3267.The horizontal coordinates were established by classical geodetic methods
 TU3267.and adjusted by the National Geodetic Survey in December 1998..
 TU3267.The horizontal coordinates are valid at the epoch date displayed above.
 TU3267.The epoch date for horizontal control is a decimal equivalence
 TU3267.of Year/Month/Day.
 TU3267
 TU3267.The orthometric height was determined by vertical angle observations.
 TU3267
 TU3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3267
 TU3267.The geoid height was determined by GEOID03.
 TU3267
 TU3267;                    North         East     Units Scale Factor Converg.
 TU3267;SPC HI 2     -    61,723.301   459,012.420   MT  0.99998742   -0 08 25.7
 TU3267;UTM  04      - 2,311,236.882   701,733.745   MT  1.00010295   +0 41 30.4
 TU3267
 TU3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3267!SPC HI 2     -   0.99999368  x   0.99998742  =   0.99998110
 TU3267!UTM  04      -   0.99999368  x   1.00010295  =   1.00009663
 TU3267
 TU3267:                Primary Azimuth Mark                     Grid Az
 TU3267:SPC HI 2     -  FLAG 2                                   057 07 37.9
 TU3267:UTM  04      -  FLAG 2                                   056 17 41.8
 TU3267
 TU3267|---------------------------------------------------------------------|
 TU3267| PID    Reference Object                     Distance      Geod. Az  |
 TU3267|                                                           dddmmss.s |
 TU3267| TU3263 FLAG 2                              APPROX. 1.5 KM 0565912.2 |
 TU3267|---------------------------------------------------------------------|
 TU3267
 TU3267                          SUPERSEDED SURVEY CONTROL
 TU3267
 TU3267  NAD 83(1986)-  20 53 25.43460(N)    157 03 38.17250(W) AD(       ) 3
 TU3267  OLD HI      -  20 53 36.88800(N)    157 03 48.22600(W) AD(       ) 3
 TU3267
 TU3267.Superseded values are not recommended for survey control.
 TU3267.NGS no longer adjusts projects to the OLD HI datum.
 TU3267.See file dsdata.txt to determine how the superseded data were derived.
 TU3267
 TU3267_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0173411237(NAD 83)
 TU3267_MARKER: Z = SEE DESCRIPTION
 TU3267_SETTING: 0 = UNSPECIFIED SETTING
 TU3267
 TU3267  HISTORY     - Date     Condition        Report By
 TU3267  HISTORY     - 1931     MONUMENTED       CGS
 TU3267  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3267  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3267
 TU3267                          STATION DESCRIPTION
 TU3267
 TU3267'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3267'STATION IS LOCATED ON KEANAPAPA POINT, ON THE NW COAST OF LANAI,
 TU3267'ON THE HIGHEST POINT OF A PROMINENT ROCKY KNOB, AND ABOUT 175
 TU3267'M. BACK FROM THE SHORE.  IT IS MARKED BY A STANDARD DISK CEMENTED
 TU3267'IN A DRILL HOLE IN A LARGE ROCK.
 TU3267'
 TU3267'NO REFERENCE MARKS WERE ESTABLISHED.
 TU3267
 TU3267                          STATION RECOVERY (1962)
 TU3267
 TU3267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3267'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU3267'DESCRIPTION FOLLOWS--
 TU3267'
 TU3267'STATION IS LOCATED ABOUT 10-1/2 MILES AIRLINE WEST-NORTHWEST OF
 TU3267'LANAI CITY.  ON KEANAPAPA POINT, WHICH IS THE WESTERNMOST POINT OF
 TU3267'LANAI ISLAND.
 TU3267'
 TU3267'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3267'0.05 MILE.  TURN LEFT AND GO 0.15 MILE.  TURN RIGHT AND GO NORTHWEST
 TU3267'0.5 MILE TO END OF PAVED ROAD.  CONTINUE AHEAD ON GRADED ROAD FOR
 TU3267'0.8 MILE TO CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH
 TU3267'PINEAPPLE FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE AHEAD
 TU3267'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES
 TU3267'FOR 0.85 MILE TO FORK.  TAKE LEFT FORK AND GO 2.5 MILES TO FORK
 TU3267'ON GRASSY FLAT.  TAKE LEFT FORK AND GO 2.65 MILES TO FORK ON
 TU3267'SMALL, RED FLAT.  TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.45 MILE
 TU3267'TO END OF ROAD AT TRIANGLE BLAZE ON LARGE KIAWE TREE.  FROM HERE
 TU3267'PACK WEST ON TRAIL ALONG PIPELINE ABOUT 1/4 MILE TO RED TANK.
 TU3267'CONTINUE WEST, DOWN BRUSHY SLOPE FOR ABOUT 2/3 MILE TO STATION.
 TU3267'
 TU3267'STATION MARK IS A STANDARD DISK STAMPED NOB 1931 CEMENTED IN A
 TU3267'DRILL HOLE IN BEDROCK ON HIGHEST POINT OF A ROCK KNOLL ABOUT 60
 TU3267'FEET ABOVE SEA LEVEL, 175 YARDS EAST OF WEST TIP OF POINT, AND
 TU3267'ABOUT ON LINE WITH EAST SHORE OF THE COVES TO NORTH AND SOUTH
 TU3267'OF STATION.
 TU3267'
 TU3267'NO REFERENCE MARKS WERE RECOVERED.
 TU3267
 TU3267                          STATION RECOVERY (1964)
 TU3267
 TU3267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HJS)
 TU3267'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2043 ***********************************************************************
 TU2043  DESIGNATION -  NOHILI
 TU2043  PID         -  TU2043
 TU2043  STATE/COUNTY-  HI/KAUAI
 TU2043  USGS QUAD   -  MAKAHA POINT (1983)
 TU2043
 TU2043                         *CURRENT SURVEY CONTROL
 TU2043  ___________________________________________________________________
 TU2043* NAD 83(1993)-  22 03 50.43853(N)    159 46 56.90547(W)     ADJUSTED  
 TU2043* LOCAL TIDAL -        24.     (meters)      79.     (feet)  SCALED    
 TU2043  ___________________________________________________________________
 TU2043  EPOCH DATE  -        1993.62
 TU2043  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 TU2043  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU2043
 TU2043  HORZ ORDER  -  THIRD
 TU2043
 TU2043.The horizontal coordinates were established by classical geodetic methods
 TU2043.and adjusted by the National Geodetic Survey in December 1998..
 TU2043.The horizontal coordinates are valid at the epoch date displayed above.
 TU2043.The epoch date for horizontal control is a decimal equivalence
 TU2043.of Year/Month/Day.
 TU2043
 TU2043.The orthometric height was scaled from a topographic map.
 TU2043
 TU2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2043
 TU2043.The geoid height was determined by GEOID03.
 TU2043
 TU2043;                    North         East     Units Scale Factor Converg.
 TU2043;SPC HI 4     -    25,569.551   470,844.469   MT  1.00000050   -0 06 22.0
 TU2043;UTM  04      - 2,440,119.164   419,266.883   MT  0.99968053   -0 17 38.2
 TU2043
 TU2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2043!SPC HI 4     -   0.99999370  x   1.00000050  =   0.99999420
 TU2043!UTM  04      -   0.99999370  x   0.99968053  =   0.99967423
 TU2043
 TU2043|---------------------------------------------------------------------|
 TU2043| PID    Reference Object                     Distance      Geod. Az  |
 TU2043|                                                           dddmmss.s |
 TU2043| CJ8876 NOHILI RM 3                           6.370 METERS 02659     |
 TU2043| TU2009 MILO                                APPROX. 9.6 KM 0351033.5 |
 TU2043| TU2026 TOE                                 APPROX. 3.9 KM 0480656.2 |
 TU2043| TU2029 MOS                                 APPROX. 1.9 KM 0491526.4 |
 TU2043| TU2028 HON                                 APPROX. 2.9 KM 0492532.2 |
 TU2043| TU1853 KAU                                 APPROX.11.0 KM 1545304.2 |
 TU2043| TU1854 NAK                                 APPROX.10.5 KM 1584718.5 |
 TU2043| TU1863 ROPE                                APPROX. 9.2 KM 1662527.8 |
 TU2043| TU1865 KEN                                 APPROX. 8.2 KM 1680853.0 |
 TU2043| TU2030 RIC                                 APPROX. 7.3 KM 1692055.6 |
 TU2043| TU2032 AUG                                 APPROX. 6.6 KM 1705719.5 |
 TU2043| TU2034 WINDMILL                            APPROX. 5.9 KM 1760619.5 |
 TU2043| TU2041 NORTH HOUSE NORTHWEST GABLE         APPROX. 5.7 KM 1794356.3 |
 TU2043| TU2054 POST 2                              APPROX. 4.9 KM 1840938.7 |
 TU2043| TU2053 BULL                                APPROX. 2.4 KM 1864434.7 |
 TU2043| CJ8874 NOHILI RM 1                          11.826 METERS 19713     |
 TU2043| CJ8875 NOHILI RM 2                           8.352 METERS 26306     |
 TU2043|---------------------------------------------------------------------|
 TU2043
 TU2043                          SUPERSEDED SURVEY CONTROL
 TU2043
 TU2043  NAD 83(1986)-  22 03 50.40458(N)    159 46 56.93106(W) AD(       ) 3
 TU2043  OLD HI      -  22 04 01.67800(N)    159 47 06.99000(W) AD(       ) 3
 TU2043
 TU2043.Superseded values are not recommended for survey control.
 TU2043.NGS no longer adjusts projects to the OLD HI datum.
 TU2043.See file dsdata.txt to determine how the superseded data were derived.
 TU2043
 TU2043_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1926740119(NAD 83)
 TU2043
 TU2043  HISTORY     - Date     Condition        Report By
 TU2043  HISTORY     - 1910     MONUMENTED       CGS
 TU2043
 TU2043                          STATION DESCRIPTION
 TU2043
 TU2043'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2043'ON WEST COAST OF KAUAI, ON THE HIGHEST SUMMIT OF THE SAND RIDGE
 TU2043'WHERE THE SHORE LINE TURNS FROM NORTH TO NORTHEAST.  THE
 TU2043'STATION IS NEAR THE OLD HAWAIIAN GOVERNMENT SURVEY STATION, THE
 TU2043'1-INCH PIPE MARKING THE LATTER HAVING BEEN PULLED OUT OR
 TU2043'UNDERCUT AND DRIFTED LOOSE.  THIS PIPE WAS DRIVEN IN TO MARK
 TU2043'THE NEW STATION.  IN 1910 THE OLD BARKING SANDS FLAG WAS STILL
 TU2043'STANDING ON A SUMMIT ABOUT 100 METERS TO THE SOUTH.  REFERENCE
 TU2043'MARKS WERE SET AS FOLLOWS--NO. 1, CROSS CUT IN STONE SET IN
 TU2043'THE SAND, DISTANCE 38.8 FEET, AZIMUTH 17 DEG 14 MIN.  NO. 2,
 TU2043'CROSS CUT IN STONE SET IN THE SAND, 27.4 FEET, 83 DEG 07
 TU2043'MIN.  NO. 3, CROSS CUT IN STONE SET IN THE SAND, 20.9
 TU2043'FEET, 207 DEG 00 MIN.  IN 1927 A 2-INCH PIPE FOUND IN THE
 TU2043'VICINITY, BUT NOT ON HIGHEST POINT OF SAND DUNE, PROVED NOT
 TU2043'TO BE ORIGINAL STATION.  NO REFERENCE MARKS WERE
 TU2043'FOUND.  A NEW STATION WAS ESTABLISHED OVER THE 2-INCH
 TU2043'PIPE AND CALLED NOHILI 2 (SEE DESCRIPTION THEREOF).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2044 ***********************************************************************
 TU2044  DESIGNATION -  NOHILI 2
 TU2044  PID         -  TU2044
 TU2044  STATE/COUNTY-  HI/KAUAI
 TU2044  USGS QUAD   -  MAKAHA POINT (1983)
 TU2044
 TU2044                         *CURRENT SURVEY CONTROL
 TU2044  ___________________________________________________________________
 TU2044* NAD 83(1993)-  22 03 50.19635(N)    159 46 57.31967(W)     ADJUSTED  
 TU2044* LOCAL TIDAL -        24.     (meters)      79.     (feet)  SCALED    
 TU2044  ___________________________________________________________________
 TU2044  EPOCH DATE  -        1993.62
 TU2044  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 TU2044  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU2044
 TU2044  HORZ ORDER  -  THIRD
 TU2044
 TU2044.The horizontal coordinates were established by classical geodetic methods
 TU2044.and adjusted by the National Geodetic Survey in December 1998..
 TU2044.The horizontal coordinates are valid at the epoch date displayed above.
 TU2044.The epoch date for horizontal control is a decimal equivalence
 TU2044.of Year/Month/Day.
 TU2044
 TU2044.The orthometric height was scaled from a topographic map.
 TU2044
 TU2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2044
 TU2044.The geoid height was determined by GEOID03.
 TU2044
 TU2044;                    North         East     Units Scale Factor Converg.
 TU2044;SPC HI 4     -    25,562.124   470,832.580   MT  1.00000051   -0 06 22.1
 TU2044;UTM  04      - 2,440,111.778   419,254.973   MT  0.99968055   -0 17 38.4
 TU2044
 TU2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2044!SPC HI 4     -   0.99999370  x   1.00000051  =   0.99999421
 TU2044!UTM  04      -   0.99999370  x   0.99968055  =   0.99967425
 TU2044
 TU2044|---------------------------------------------------------------------|
 TU2044| PID    Reference Object                     Distance      Geod. Az  |
 TU2044|                                                           dddmmss.s |
 TU2044| CJ8877 NOHILI 2 RM 1                         5.717 METERS 21120     |
 TU2044|---------------------------------------------------------------------|
 TU2044
 TU2044                          SUPERSEDED SURVEY CONTROL
 TU2044
 TU2044  NAD 83(1986)-  22 03 50.16167(N)    159 46 57.34578(W) AD(       ) 3
 TU2044  OLD HI      -  22 04 01.44900(N)    159 47 07.39000(W) AD(       ) 3
 TU2044
 TU2044.Superseded values are not recommended for survey control.
 TU2044.NGS no longer adjusts projects to the OLD HI datum.
 TU2044.See file dsdata.txt to determine how the superseded data were derived.
 TU2044
 TU2044_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1925540112(NAD 83)
 TU2044_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2044_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU2044_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU2044
 TU2044  HISTORY     - Date     Condition        Report By
 TU2044  HISTORY     - 1927     MONUMENTED       CGS
 TU2044  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2044  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2044
 TU2044                          STATION DESCRIPTION
 TU2044
 TU2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2044'ON THE WESTERN COAST OF KAUAI, ON THE HIGHEST POINT OF THE
 TU2044'BARKING SANDS.  STATION IS REACHED BY THE BARKING SANDS ROAD
 TU2044'FROM MANA.  TURN TO THE RIGHT AS THE SHORE IS APPROACHED.  THE
 TU2044'ROAD LEADS TO A PAVILION AT THE BASE OF THE DUNES OF THE
 TU2044'BARKING SANDS.  STATION IS 300 METERS NORTH OF THIS
 TU2044'PAVILION.  MARKED ACCORDING TO NOTE 6A, A BRONZE DISK BEING
 TU2044'PLACED IN A 2-INCH PIPE WHICH WAS ALREADY IN PLACE, AND A SHEET
 TU2044'IRON CYLINDER ABOUT 8 INCHES IN DIAMETER PLACED AROUND IT
 TU2044'AND FILLED WITH CONCRETE.  REFERENCE MARK, NOTE 13A, A
 TU2044'STANDARD REFERENCE DISK IN A TILE WAS PLACED 5.717 METERS
 TU2044'(18.76 FEET) FROM STATION IN AZIMUTH 31 DEG 20 MIN.
 TU2044
 TU2044                          STATION RECOVERY (1962)
 TU2044
 TU2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (NET)
 TU2044'STATION DESTROYED.  FOUND DISK AT DUMP WHICH WAS TURNED IN BY
 TU2044'COAST GUARD OFFICER.
 TU2044
 TU2044                          STATION RECOVERY (1966)
 TU2044
 TU2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2044'PREVIOUSLY REPORTED DESTROYED IN 1962.  A CHECK BY DISTANCE AND
 TU2044'ANGLE FROM STATION CANUTE (H AND N) WAS MADE AND THE SAND
 TU2044'DUNE FOUND TO BE WORN DOWN WHERE THE STATION WAS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2559 ***********************************************************************
 TU2559  DESIGNATION -  NOHONAOHAE RESET
 TU2559  PID         -  TU2559
 TU2559  STATE/COUNTY-  HI/HAWAII
 TU2559  USGS QUAD   -  NOHONAOHAE (1997)
 TU2559
 TU2559                         *CURRENT SURVEY CONTROL
 TU2559  ___________________________________________________________________
 TU2559* NAD 83(1993)-  19 55 10.51306(N)    155 41 01.59741(W)     ADJUSTED  
 TU2559* LOCAL TIDAL -       990.3    (meters)    3249.     (feet)  VERT ANG  
 TU2559  ___________________________________________________________________
 TU2559  EPOCH DATE  -        1993.62
 TU2559  LAPLACE CORR-           9.20  (seconds)                    DEFLEC99
 TU2559  GEOID HEIGHT-          23.71  (meters)                     GEOID03
 TU2559
 TU2559  HORZ ORDER  -  SECOND
 TU2559
 TU2559.The horizontal coordinates were established by classical geodetic methods
 TU2559.and adjusted by the National Geodetic Survey in December 1998..
 TU2559.The horizontal coordinates are valid at the epoch date displayed above.
 TU2559.The epoch date for horizontal control is a decimal equivalence
 TU2559.of Year/Month/Day.
 TU2559
 TU2559.The orthometric height was determined by vertical angle observations.
 TU2559
 TU2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2559
 TU2559.The geoid height was determined by GEOID03.
 TU2559
 TU2559;                    North         East     Units Scale Factor Converg.
 TU2559;SPC HI 1     -   120,251.125   480,759.135   MT  0.99997124   -0 03 45.4
 TU2559;UTM  05      - 2,204,825.858   219,041.177   MT  1.00057578   -0 54 53.9
 TU2559
 TU2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2559!SPC HI 1     -   0.99984063  x   0.99997124  =   0.99981188
 TU2559!UTM  05      -   0.99984063  x   1.00057578  =   1.00041632
 TU2559
 TU2559:                Primary Azimuth Mark                     Grid Az
 TU2559:SPC HI 1     -  PARKER RANCH TANK A                      010 39 39.8
 TU2559:UTM  05      -  PARKER RANCH TANK A                      011 30 48.3
 TU2559
 TU2559|---------------------------------------------------------------------|
 TU2559| PID    Reference Object                     Distance      Geod. Az  |
 TU2559|                                                           dddmmss.s |
 TU2559| TU2557 PARKER RANCH TANK A                 APPROX. 8.0 KM 0103554.4 |
 TU2559| CN5950 NOHONAOHAE RM 1                       6.710 METERS 01211     |
 TU2559| TU2555 HOLOHOLOKU RESET=3265               APPROX. 7.6 KM 0341317.7 |
 TU2559| TU2556 PARKER RANCH TANK C                 APPROX. 2.6 KM 0372243.4 |
 TU2559| CN5951 NOHONAOHAE RM 2                       3.444 METERS 21210     |
 TU2559| TU2731 KAWAIHAE LIGHT                      APPROX.20.6 KM 3105222.9 |
 TU2559| CN5952 NOHONAOHAE RM 3                       8.555 METERS 32627     |
 TU2559| TU2560 PARKER RANCH TANK D                 APPROX. 4.0 KM 3441512.6 |
 TU2559|---------------------------------------------------------------------|
 TU2559
 TU2559                          SUPERSEDED SURVEY CONTROL
 TU2559
 TU2559  NAD 83(1986)-  19 55 10.49312(N)    155 41 01.61368(W) AD(       ) 2
 TU2559  OLD HI      -  19 55 21.48700(N)    155 41 11.61700(W) AD(       ) 2
 TU2559
 TU2559.Superseded values are not recommended for survey control.
 TU2559.NGS no longer adjusts projects to the OLD HI datum.
 TU2559.See file dsdata.txt to determine how the superseded data were derived.
 TU2559
 TU2559_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1904104826(NAD 83)
 TU2559
 TU2559  HISTORY     - Date     Condition        Report By
 TU2559  HISTORY     - 1873     MONUMENTED       HIGS
 TU2559  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2559  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2559  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TU2559  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2559
 TU2559                          STATION DESCRIPTION
 TU2559
 TU2559'DESCRIBED BY HAWAII GEODETIC SURVEY 1873
 TU2559'IN THE NORTHERN PART OF HAWAII, SOUTHERN PART OF WAIMEA DISTRICT,
 TU2559'IN WAIKOLOA, ON A CONSPICUOUS HILL, MOUNT NOHONAOHAE.  MARKED
 TU2559'BY AN IRON BOLT LET INTO THE ROCK.  A CAIRN OF STONES WAS BUILT
 TU2559'OVER THE STATION.
 TU2559
 TU2559                          STATION RECOVERY (1938)
 TU2559
 TU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2559'LOCATION OF STATION--ON THE WEST CRATER RIM OF A HIGH CONSPICUOUS
 TU2559'HILL OF THE SAME NAME JUST ABOVE THE WAIMAE-KONA GOVERNMENT
 TU2559'MAIN ROAD AND ABOUT 8 MILES DISTANT FROM WAIMEA.  THE STATION
 TU2559'IS BEST APPROACHED FROM THE UPPER SIDE OF THE HILL TO WHICH
 TU2559'POINT A CAR CAN BE DRIVEN BY TAKING THE WAIKI ROAD AND BRANCHING
 TU2559'OFF THROUGH THE PASTURE AT TELEPHONE POST NO. 45.  A HORSE
 TU2559'TRAIL GOES UP ALONG THE KONA SLOPE OF THE HILL DIRECTLY TO THE
 TU2559'STATION.
 TU2559'
 TU2559'OLD MARK FOUND--3/4 IN IRON BOLT DRIVEN IN THE GROUND WITH
 TU2559'A LARGE STONEPILE OVER IT.
 TU2559'
 TU2559'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2559'MONUMENT 7-1/2 FT. ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG SET
 TU2559'ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW).  A
 TU2559'METAL TARGET IS SET OVER THE 2-1/2 IN PIPE.
 TU2559
 TU2559                          STATION RECOVERY (1948)
 TU2559
 TU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2559'IN 1873 THE STATION WAS REPORTED TO BE AN IRON BOLT LET INTO
 TU2559'THE ROCK.  IN 1938 THE STATION WAS REPORTED RECOVERED BY THE
 TU2559'HAWAIIAN GOVERNMENT SURVEY.  ALSO IN 1938 A NEW STATION, CONSISTING
 TU2559'OF A 2-1/2 INCH IRON PIPE, WAS REPORTED TO HAVE BEEN CENTERED
 TU2559'OVER THE ORIGINAL MARK.  ONE REFERENCE MARK WAS ESTABLISHED.  A
 TU2559'NEW DESCRIPTION FOLLOWS--
 TU2559'
 TU2559'THE STATION IS LOCATED ON THE WESTERN RIM OF AN EXTINCT
 TU2559'VOLCANIC CONE, NAMED NOHONAOHAE.  THE STATION
 TU2559'LIES ABOUT 16 MILES NORTHWEST OF THE SUMMIT OF MAUNA KEA, ABOUT
 TU2559'11 MILES SOUTHEAST OF PUAKO BAY, ABOUT 7 MILES SOUTH OF WAIMEA,
 TU2559'ABOUT 1.2 MILES SOUTH OF THE JUNCTION OF THE SADDLE ROAD AND
 TU2559'THE WAIMEA TO KONA DISTRICT ROAD AND ABOUT 0.7 MILE WEST OF THE
 TU2559'SADDLE ROAD.
 TU2559'
 TU2559'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO SOUTH ON THE ROAD
 TU2559'WHICH LEADS TOWARD THE KONA DISTRICT FOR 6.4 MILES.  TURN LEFT,
 TU2559'SOUTHEAST, ONTO THE SADDLE ROAD, WHICH LEADS TOWARD HILO, AND
 TU2559'GO 0.8 MILES TO TELEPHONE POLE NUMBER 23.  TURN RIGHT, ONTO A
 TU2559'TRACK ROAD, AND GO SOUTHWEST FOR ABOUT 0.3 MILE TO THE BASE OF
 TU2559'THE HILL AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 TU2559'SOUTHWESTERLY UP THE STEEP SLOPE TO THE WESTERN RIM OF THE
 TU2559'CONE AND THE STATION.
 TU2559'
 TU2559'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2559'PROJECTS ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2559'CONCRETE WHICH IS ABOUT 6 FEET ON EACH SIDE.  THE CONCRETE
 TU2559'PLATFORM PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 TU2559'
 TU2559'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948, SET
 TU2559'IN CONCRETE IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH IS FLUSH
 TU2559'WITH THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 TU2559
 TU2559                          STATION RECOVERY (1955)
 TU2559
 TU2559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (YY)
 TU2559'STATION WAS FOUND AS DESCRIBED, HOWEVER THE REFERENCE MARK HAS
 TU2559'BEEN DISTURBED.  THE REFERENCE MARK NO. 1 1948 WAS FOUND LOOSE
 TU2559'AND STANDING ABOUT A FT. ABOVE GROUND.  A NEW DESCRIPTION FOLLOWS--
 TU2559'
 TU2559'REFERENCE MARK NO. 1--STANDARD C AND GS DISK STAMPED
 TU2559'1 1948 CEMENTED ON TOP OF 2-1/2 IN. PIPE MONUMENTED IN CAIRN,
 TU2559'22.10 FT. FROM STATION MARK IN AZIMUTH 192 DEG 10 MIN.
 TU2559'
 TU2559'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 TU2559'2 1955 CEMENTED ON TOP OF BOULDER, 11.43 FT. FROM STATION MARK
 TU2559'IN AZIMUTH 32 DEG 24 MIN.
 TU2559
 TU2559                          STATION RECOVERY (1967)
 TU2559
 TU2559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2559'STATION MARK AND A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 TU2559'NUMBER TWO WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 TU2559'NUMBER ONE WAS FOUND SETTING ON TOP OF THE GROUND, SUPPORTED
 TU2559'BY A SMALL CAIRN.  A NEW REFERENCE MARK, NUMBER THREE, WAS
 TU2559'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2559'
 TU2559'STATION IS LOCATED ABOUT 7 MILES SOUTH OF KAMUELA AND 1 MILE
 TU2559'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 19 AND 20, ON THE
 TU2559'SUMMIT OF NOHONAOHAE, A PROMINENT, BARE HILL OF ABOUT 3249 FEET
 TU2559'ELEVATION.
 TU2559'
 TU2559'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH
 TU2559'ON STATE HIGHWAY 19 FOR 6.6 MILES.  TAKE LEFT FORK AND GO SOUTHEAST
 TU2559'ON STATE HIGHWAY 20 FOR 1.15 MILES TO BOARD GATE ON RIGHT, BY
 TU2559'TELEPHONE POLE 36.  PASS THROUGH GATE AND GO 0.2 MILE TO TOP OF
 TU2559'CINDER PIT.  CONTINUE AHEAD, AROUND LEFT SIDE OF HILL, FOR 0.5
 TU2559'MILE TO END OF TRUCK TRAVEL AT SOUTH SIDE OF HILL.  PACK UP
 TU2559'TO TOP OF HILL AND ALONG RIM TO HIGHEST POINT AND STATION.  A
 TU2559'15-MINUTE PACK.
 TU2559'
 TU2559'STATION IS MARKED BY A 3/4-INCH, IRON PIN, WITH THE TOP BATTERED
 TU2559'TO ABOUT 1-1/2 INCHES DIAMETER, 6 INCHES DOWN INSIDE A
 TU2559'4-INCH-DIAMETER RECESS IN THE CENTER OF A TRIANGULAR, CONCRETE
 TU2559'PLATFORM ABOUT 7 FEET ON EACH SIDE AND PROJECTING 6 INCHES ABOVE
 TU2559'GROUND.  A 2-1/2-INCH IRON PIPE, MOUNTED ON 3 IRON LEGS, IS
 TU2559'CENTERED OVER THE MARK AND SUPPORTS A RED AND WHITE METAL
 TU2559'TARGET.
 TU2559'
 TU2559'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948,
 TU2559'CEMENTED IN THE TOP OF A 2-INCH IRON PIPE THAT IS SET IN THE
 TU2559'MIDDLE OF A 2-FOOT CAIRN, AND PROJECTS 2 FEET ABOVE GROUND.
 TU2559'
 TU2559'REFERENCE MARK NUMBER TWO IS A USGS REFERENCE MARK DISK STAMPED
 TU2559'2 1955 CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER PROJECTING
 TU2559'16 INCHES FROM GROUND.  IT IS 1 FOOT LOWER THAN STATION MARK.
 TU2559'
 TU2559'REFERENCE MARK NUMBER THREE IS A STANDARD DISK, STAMPED
 TU2559'NOHONAOHAE HGS 1873 NO 3 1967, CEMENTED IN A DRILL HOLE IN A
 TU2559'20-INCH-DIAMETER BEDROCK OUTCROP PROJECTING 2 INCHES ABOVE
 TU2559'GROUND.  IT IS 2.3 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1796 ***********************************************************************
 TU1796  DESIGNATION -  NOMILO
 TU1796  PID         -  TU1796
 TU1796  STATE/COUNTY-  HI/KAUAI
 TU1796  USGS QUAD   -  KOLOA (1996)
 TU1796
 TU1796                         *CURRENT SURVEY CONTROL
 TU1796  ___________________________________________________________________
 TU1796* NAD 83(1993)-  21 53 12.43435(N)    159 31 44.81077(W)     ADJUSTED  
 TU1796* LOCAL TIDAL -        37.     (meters)     121.     (feet)  SCALED    
 TU1796  ___________________________________________________________________
 TU1796  EPOCH DATE  -        1993.62
 TU1796  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 TU1796  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU1796
 TU1796  HORZ ORDER  -  THIRD
 TU1796
 TU1796.The horizontal coordinates were established by classical geodetic methods
 TU1796.and adjusted by the National Geodetic Survey in December 1998..
 TU1796.The horizontal coordinates are valid at the epoch date displayed above.
 TU1796.The epoch date for horizontal control is a decimal equivalence
 TU1796.of Year/Month/Day.
 TU1796
 TU1796.The orthometric height was scaled from a topographic map.
 TU1796
 TU1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1796
 TU1796.The geoid height was determined by GEOID03.
 TU1796
 TU1796;                    North         East     Units Scale Factor Converg.
 TU1796;SPC HI 4     -     5,919.100   496,991.265   MT  0.99999011   -0 00 39.1
 TU1796;UTM  04      - 2,420,390.071   445,340.587   MT  0.99963691   -0 11 50.1
 TU1796
 TU1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1796!SPC HI 4     -   0.99999177  x   0.99999011  =   0.99998188
 TU1796!UTM  04      -   0.99999177  x   0.99963691  =   0.99962869
 TU1796
 TU1796:                Primary Azimuth Mark                     Grid Az
 TU1796:SPC HI 4     -  N                                        004 48 14.3
 TU1796:UTM  04      -  N                                        004 59 25.3
 TU1796
 TU1796|---------------------------------------------------------------------|
 TU1796| PID    Reference Object                     Distance      Geod. Az  |
 TU1796|                                                           dddmmss.s |
 TU1796| TU1793 N                                   APPROX. 0.6 KM 0044735.2 |
 TU1796| TU1790 GOV                                 APPROX. 1.2 KM 0891555.7 |
 TU1796| TU1788 LAW                                 APPROX. 2.9 KM 0943608.7 |
 TU1796| CJ8878 NOMILO RM 1                          11.796 METERS 12454     |
 TU1796| CJ8879 NOMILO RM 2                           9.388 METERS 14743     |
 TU1796| TU1799 BRY                                 APPROX. 2.3 KM 2714714.8 |
 TU1796| TU1798 HID                                 APPROX. 1.3 KM 2725631.7 |
 TU1796| TU1801 MAC                                 APPROX. 3.1 KM 2761739.3 |
 TU1796| CJ8880 NOMILO RM 3                           8.748 METERS 34154     |
 TU1796|---------------------------------------------------------------------|
 TU1796
 TU1796                          SUPERSEDED SURVEY CONTROL
 TU1796
 TU1796  NAD 83(1986)-  21 53 12.41347(N)    159 31 44.83382(W) AD(       ) 3
 TU1796  OLD HI      -  21 53 23.69400(N)    159 31 54.89300(W) AD(       ) 3
 TU1796
 TU1796.Superseded values are not recommended for survey control.
 TU1796.NGS no longer adjusts projects to the OLD HI datum.
 TU1796.See file dsdata.txt to determine how the superseded data were derived.
 TU1796
 TU1796_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4534120390(NAD 83)
 TU1796
 TU1796  HISTORY     - Date     Condition        Report By
 TU1796  HISTORY     - 1910     MONUMENTED       CGS
 TU1796  HISTORY     - 1943     SEE DESCRIPTION  LOCENG
 TU1796  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1796  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1796
 TU1796                          STATION DESCRIPTION
 TU1796
 TU1796'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1796'ON SOUTH COAST OF KAUAI, ON A ROUNDING BARE HILL ABOUT MIDWAY
 TU1796'BETWEEN KOLOA AND ELEELE, AND JUST WEST OF THE NOMILO FISHPOND,
 TU1796'WHICH IS JUST BACK OF MAKAOKAHAI POINT.  THE STATION IS ABOUT
 TU1796'50 METERS TOWARD THE SEA FROM THE HIGHEST POINT, ON GENTLY
 TU1796'SLOPING GROUND, AND IS IDENTICAL WITH THE STATION OF THE HAWAIIAN
 TU1796'GOVERNMENT SURVEY.  MARKED BY A 1 1/4-INCH GAS PIPE DRIVEN INTO
 TU1796'THE GRAVELLY SOIL.  REFERENCE MARKS WERE AS FOLLOWS--NO. 1,
 TU1796'CROSS CUT IN OUTCROPPING ROCK, DISTANT ALONG SLOPE FROM
 TU1796'STATION 37.8 FEET, AZIMUTH 304 DEG 54 MIN.  NO. 2, CROSS CUT
 TU1796'IN OUTCROPPING ROCK, 30.8 FEET, 327 DEG 43 MIN.  NO.
 TU1796'3, CROSS CUT IN ROCK 28.7 FEET, 161 DEG 54 MIN.
 TU1796
 TU1796                          STATION RECOVERY (1943)
 TU1796
 TU1796'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 TU1796'LETTER OF ALEXANDER AND BALDWIN, LTD., 822 BISHOP STREET, HONOLULU,
 TU1796'HAWAII, DATED AUGUST 12, 1943--
 TU1796'
 TU1796'WE HAVE BEEN INFORMED THAT WHEN EMPLOYEES OF MC BRYDE SUGAR CO.,
 TU1796'LTD., VISITED THE NOMILO CINDER QUARRY ON AUGUST, 1943, THEY
 TU1796'DISCOVERED THAT THE STATION HAD DISAPPEARED AS A RESULT OF
 TU1796'QUARRYING OPERATIONS BY THE U.S. ARMY.  NO WARNING THAT THE
 TU1796'DESTRUCTION OF THIS STATION WAS CONTEMPLATED HAD BEEN GIVEN TO
 TU1796'THE MC BRYDE SUGAR CO., AND CONSEQUENTLY NO MEASURES HAD BEEN
 TU1796'TAKEN TO REFERENCE OR PRESERVE THIS STATION.
 TU1796
 TU1796                          STATION RECOVERY (1965)
 TU1796
 TU1796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1796'STATION HAS BEEN DESTROYED BY QUARRYING OPERATIONS.  A GREAT
 TU1796'PORTION OF THE CINDER HILL ON WHICH IT WAS LOCATED HAS BEEN
 TU1796'REMOVED.
 TU1796
 TU1796                          STATION RECOVERY (2005)
 TU1796
 TU1796'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1943 ***********************************************************************
 TU1943  DESIGNATION -  NONOU
 TU1943  PID         -  TU1943
 TU1943  STATE/COUNTY-  HI/KAUAI
 TU1943  USGS QUAD   -  KAPAA (1996)
 TU1943
 TU1943                         *CURRENT SURVEY CONTROL
 TU1943  ___________________________________________________________________
 TU1943* NAD 83(1993)-  22 03 40.27761(N)    159 21 17.38807(W)     ADJUSTED  
 TU1943* LOCAL TIDAL -       378.0    (meters)    1240.     (feet)  VERT ANG  
 TU1943  ___________________________________________________________________
 TU1943  EPOCH DATE  -        1993.62
 TU1943  LAPLACE CORR-         -13.01  (seconds)                    DEFLEC99
 TU1943  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1943
 TU1943  HORZ ORDER  -  THIRD
 TU1943
 TU1943.The horizontal coordinates were established by classical geodetic methods
 TU1943.and adjusted by the National Geodetic Survey in December 1998..
 TU1943.The horizontal coordinates are valid at the epoch date displayed above.
 TU1943.The epoch date for horizontal control is a decimal equivalence
 TU1943.of Year/Month/Day.
 TU1943
 TU1943.The orthometric height was determined by vertical angle observations.
 TU1943
 TU1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1943
 TU1943.The geoid height was determined by GEOID03.
 TU1943
 TU1943;                    North         East     Units Scale Factor Converg.
 TU1943;SPC HI 4     -    25,237.150   514,983.987   MT  0.99999277   +0 03 16.3
 TU1943;UTM  04      - 2,439,642.241   463,389.709   MT  0.99961656   -0 07 59.8
 TU1943
 TU1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1943!SPC HI 4     -   0.99993812  x   0.99999277  =   0.99993089
 TU1943!UTM  04      -   0.99993812  x   0.99961656  =   0.99955470
 TU1943
 TU1943:                Primary Azimuth Mark                     Grid Az
 TU1943:SPC HI 4     -  PINNACLE PEAK NYE                        016 15 40.4
 TU1943:UTM  04      -  PINNACLE PEAK NYE                        016 26 56.5
 TU1943
 TU1943|---------------------------------------------------------------------|
 TU1943| PID    Reference Object                     Distance      Geod. Az  |
 TU1943|                                                           dddmmss.s |
 TU1943| TU1897 PINNACLE PEAK NYE                   APPROX.10.1 KM 0161856.7 |
 TU1943| TU1909 KAHALA LIGHT MAST                   APPROX.11.3 KM 0325351.8 |
 TU1943| TU1911 LIK                                 APPROX. 8.0 KM 0485753.7 |
 TU1943| TU1917 KEALIA BLACK CHIMNEY                APPROX. 6.4 KM 0491918.8 |
 TU1943| TU1916 KEALIA GRAY CHIMNEY                 APPROX. 6.5 KM 0492109.0 |
 TU1943| TU1912 PAL                                 APPROX. 7.6 KM 0510700.9 |
 TU1943| TU1913 VANE                                APPROX. 6.9 KM 0521035.9 |
 TU1943| TU1923 TANK POST                           APPROX. 5.3 KM 0533733.3 |
 TU1943| TU1918 KEALIA CATHOLIC CHURCH SPIRE        APPROX. 5.9 KM 0553026.1 |
 TU1943| TU1914 GAS                                 APPROX. 6.0 KM 0575017.5 |
 TU1943| TU1922 KAPAA GRAY CHIMNEY                  APPROX. 4.9 KM 0621014.6 |
 TU1943| TU1924 KAPAA DERRICK                       APPROX. 4.5 KM 0664239.4 |
 TU1943| TU1928 KAPAA CHURCH SPIRE                  APPROX. 4.0 KM 0673625.1 |
 TU1943| TU1927 KAPAA WEST TIN STACK                APPROX. 4.0 KM 0701250.5 |
 TU1943| TU1925 KAP                                 APPROX. 4.1 KM 0713653.4 |
 TU1943| TU1926 HEN                                 APPROX. 3.8 KM 0841223.1 |
 TU1943| TU1929 OL                                  APPROX. 3.6 KM 0952320.2 |
 TU1943| TU1932 WAIPOULI WINDMILL                   APPROX. 3.1 KM 0993421.8 |
 TU1943| TU1931 WAIPOULI FLAGSTAFF                  APPROX. 3.2 KM 1020440.8 |
 TU1943| TU1933 RACE                                APPROX. 3.0 KM 1073024.0 |
 TU1943| TU1936 REN                                 APPROX. 2.8 KM 1342130.2 |
 TU1943| TU1937 DIN                                 APPROX. 3.3 KM 1440129.9 |
 TU1943| TU1939 RAIN                                APPROX. 3.8 KM 1521925.1 |
 TU1943| CJ8881 NONOU RM 1                            9.895 METERS 15246     |
 TU1943| TU1942 DUN                                 APPROX. 4.4 KM 1590437.8 |
 TU1943| TU1940 WAI                                 APPROX. 5.0 KM 1603924.5 |
 TU1943| TU1938 FEN                                 APPROX. 5.8 KM 1611902.2 |
 TU1943| TU1743 AHUKINI LIGHT                       APPROX. 8.0 KM 1623359.2 |
 TU1943| TU1742 HANAMAULU WAREHOUSE SE GABLE        APPROX. 8.1 KM 1624737.1 |
 TU1943| TU1745 KIN                                 APPROX. 8.0 KM 1631050.4 |
 TU1943| TU1747 WIRELESS POLE                       APPROX.11.6 KM 1684717.5 |
 TU1943| TU1762 NININI POINT LIGHT RESET            APPROX.11.9 KM 1702915.1 |
 TU1943| TU1755 KALANIPUU                           APPROX.12.9 KM 1794308.2 |
 TU1943| TU1945 AAHOAKA                             APPROX. 3.0 KM 2234119.3 |
 TU1943| CJ8882 NONOU RM 2                            5.615 METERS 22346     |
 TU1943| CJ8883 NONOU RM 3                                         32229     |
 TU1943|---------------------------------------------------------------------|
 TU1943
 TU1943                          SUPERSEDED SURVEY CONTROL
 TU1943
 TU1943  NAD 83(1986)-  22 03 40.24810(N)    159 21 17.44316(W) AD(       ) 3
 TU1943  OLD HI      -  22 03 51.58900(N)    159 21 27.51500(W) AD(       ) 3
 TU1943
 TU1943.Superseded values are not recommended for survey control.
 TU1943.NGS no longer adjusts projects to the OLD HI datum.
 TU1943.See file dsdata.txt to determine how the superseded data were derived.
 TU1943
 TU1943_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6339039642(NAD 83)
 TU1943
 TU1943  HISTORY     - Date     Condition        Report By
 TU1943  HISTORY     - UNK      MONUMENTED       USGS
 TU1943  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1943  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1943
 TU1943                          STATION DESCRIPTION
 TU1943
 TU1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1943'NEAR EAST COAST OF KAUAI, ON A CONSPICUOUS PEAK OF SAME NAME, 1 MILE
 TU1943'NORTH OF WAILUA RIVER, ON A FLAT SPOT ON HIGHEST POINT OF
 TU1943'PEAK.  REACHED BY TURNING WEST ON A BY-ROAD FROM THE MAIN ROAD
 TU1943'1/4 MILE NORTH OF THE WAILUA RACE TRACK.  CONTINUE BY ROADS
 TU1943'THROUGH CANE FIELDS TO BASE OF SPUR WHICH RUNS OUT TO EAST.  CROSS
 TU1943'IRRIGATION DITCH, WALK THROUGH CANE FIELD, AND UP STEEP
 TU1943'PATH TO GROVE OF IRONWOOD TREES.  WALK ON TOP OF STONE FENCE
 TU1943'UP HILLSIDE UNTIL RIDGE IS REACHED.  CLEAR GOING WILL BE FOUND
 TU1943'ON RIDGE THE REST OF THE WAY TO THE TOP.  MARKED BY A STANDARD
 TU1943'UNITED STATES GEOLOGICAL SURVEY BRONZE DISK SET IN
 TU1943'CONCRETE, ABOVE WHICH IS AN AHU (CAIRN).  REFERENCE MARKS ARE
 TU1943'STANDARD REFERENCE DISKS SET IN CROSSES CUT IN ROCK, AT THE
 TU1943'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 9.895
 TU1943'METERS (32.46 FEET), 332 DEG 46 MIN.  NO. 2, 5.615
 TU1943'METERS (18.42 FEET), 43 DEG 47 MIN.
 TU1943
 TU1943                          STATION RECOVERY (1965)
 TU1943
 TU1943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1943'STATION WAS RECOVERED AN ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1943'COMPLETE DESCRIPTION FOLLOWS--
 TU1943'
 TU1943'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF KAPAA, ON THE
 TU1943'HIGHEST POINT OF NONOU MTN., KNOWN AS THE SLEEPING GIANT.
 TU1943'
 TU1943'TO REACH STATION FROM THE POST OFFICE IN HANAMAULU, GO NORTH
 TU1943'ON STATE HIGHWAY 56 FOR 3.9 MILES TO THE WAILAU RIVER
 TU1943'BRIDGE.  CROSS AND CONTINUE ON THE HIGHWAY FOR 0.45 MILE.  TURN
 TU1943'LEFT ON HALEILIO RD. AND GO NORTHWEST FOR 0.25 MILE.  CONTINUE
 TU1943'AHEAD ON RIGHT FORK AND GO 0.8 MILE.  TURN RIGHT AND GO 0.05
 TU1943'MILE TO END OF TRUCK TRAVEL IN PUMPING STATION OF WATER
 TU1943'WORKS.  FOLLOW TRAIL UP THROUGH TREES AND THEN UP ALONG RIDGE
 TU1943'TO STATION ON THE FOREHEAD OF THE SLEEPING GIANT.  A 1-1/2-HOUR
 TU1943'PACK.  TRAIL IS USUALLY KEPT OPEN BY HIKERS.
 TU1943'
 TU1943'STATION MARK IS AN UNSTAMPED, U.S. GEOLOGICAL SURVEY DISK, SET
 TU1943'IN CONCRETE 6 INCHES BENEATH THE 6-FOOT-SQUARE, CONCRETE FLOOR,
 TU1943'(FLUSH WITH GROUND) OF THE TYPE B-1 SIGNAL WHICH WAS BUILT BY THE
 TU1943'HAWAII TERRITORIAL SURVEY IN 1930.  ACCESS TO THE MARK IS HAD
 TU1943'THROUGH A SMALL HAND-TUNNEL PASSING BENEATH THE CENTER, CONCRETE
 TU1943'PEDESTAL OF THE SIGNAL.
 TU1943'
 TU1943'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NONOU 1
 TU1943'1927, CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF A BEDROCK
 TU1943'LEDGE 6 FEET LONG, 2 FEET WIDE, AND PROJECTING 1 FOOT ABOVE
 TU1943'GROUND, AND IS ABOUT 1 FOOT LOWER THAN STATION MARK.  IT IS 9.853
 TU1943'M (32.328 FT.) FROM STATION IN AZIMUTH 322 DEG 46 MIN.
 TU1943'
 TU1943'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED NONOU 2
 TU1943'1927, CEMENTED IN A DRILL HOLE IN A SLOPING BEDROCK OUTCROP ON
 TU1943'WEST SIDE OF HILL, ABOUT 4 FEET LOWER THAN STATION MARK.  IT IS
 TU1943'5.621 M (18.441 FT.) FROM STATION IN AZIMUTH 43 DEG 47 MIN.
 TU1943'
 TU1943'NOTE--TOP OF HILL IS COVERED WITH DENSE GROWTH OF LANTANA BRUSH
 TU1943'UP TO 6 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3411 ***********************************************************************
 TU3411  DESIGNATION -  NOON
 TU3411  PID         -  TU3411
 TU3411  STATE/COUNTY-  HI/MAUI
 TU3411  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3411
 TU3411                         *CURRENT SURVEY CONTROL
 TU3411  ___________________________________________________________________
 TU3411* NAD 83(1993)-  21 05 37.86564(N)    157 01 53.50183(W)     ADJUSTED  
 TU3411* LOCAL TIDAL -                                                        
 TU3411  ___________________________________________________________________
 TU3411  EPOCH DATE  -        1993.62
 TU3411  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 TU3411  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU3411
 TU3411  HORZ ORDER  -  THIRD
 TU3411
 TU3411.The horizontal coordinates were established by classical geodetic methods
 TU3411.and adjusted by the National Geodetic Survey in December 1998..
 TU3411.The horizontal coordinates are valid at the epoch date displayed above.
 TU3411.The epoch date for horizontal control is a decimal equivalence
 TU3411.of Year/Month/Day.
 TU3411
 TU3411
 TU3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3411
 TU3411.The geoid height was determined by GEOID03.
 TU3411
 TU3411;                    North         East     Units Scale Factor Converg.
 TU3411;SPC HI 2     -    84,240.148   462,090.028   MT  0.99998442   -0 07 52.7
 TU3411;UTM  04      - 2,333,799.038   704,482.782   MT  1.00011674   +0 42 31.3
 TU3411
 TU3411                          SUPERSEDED SURVEY CONTROL
 TU3411
 TU3411  NAD 83(1986)-  21 05 37.81990(N)    157 01 53.45123(W) AD(       ) 4
 TU3411  OLD HI      -  21 05 49.26000(N)    157 02 03.54000(W) AD(       ) 3
 TU3411
 TU3411.Superseded values are not recommended for survey control.
 TU3411.NGS no longer adjusts projects to the OLD HI datum.
 TU3411.See file dsdata.txt to determine how the superseded data were derived.
 TU3411
 TU3411_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0448333799(NAD 83)
 TU3411
 TU3411  HISTORY     - Date     Condition        Report By
 TU3411  HISTORY     - UNK      MONUMENTED
 TU3411  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3411
 TU3411                          STATION DESCRIPTION
 TU3411
 TU3411'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3411'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE AND
 TU3411'THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3411'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS FOUND.
 TU3411'
 TU3411'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2041 ***********************************************************************
 TU2041  DESIGNATION -  NORTH HOUSE NORTHWEST GABLE
 TU2041  PID         -  TU2041
 TU2041  STATE/COUNTY-  HI/KAUAI
 TU2041  USGS QUAD   -  KEKAHA (1983)
 TU2041
 TU2041                         *CURRENT SURVEY CONTROL
 TU2041  ___________________________________________________________________
 TU2041* NAD 83(1993)-  22 00 44.78106(N)    159 46 55.97523(W)     ADJUSTED  
 TU2041* LOCAL TIDAL -                                                        
 TU2041  ___________________________________________________________________
 TU2041  EPOCH DATE  -        1993.62
 TU2041  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 TU2041  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2041
 TU2041  HORZ ORDER  -  THIRD
 TU2041
 TU2041.The horizontal coordinates were established by classical geodetic methods
 TU2041.and adjusted by the National Geodetic Survey in December 1998..
 TU2041.The horizontal coordinates are valid at the epoch date displayed above.
 TU2041.The epoch date for horizontal control is a decimal equivalence
 TU2041.of Year/Month/Day.
 TU2041
 TU2041
 TU2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2041
 TU2041.The geoid height was determined by GEOID03.
 TU2041
 TU2041;                    North         East     Units Scale Factor Converg.
 TU2041;SPC HI 4     -    19,858.953   470,860.586   MT  1.00000049   -0 06 20.8
 TU2041;UTM  04      - 2,434,410.371   419,264.299   MT  0.99968054   -0 17 35.5
 TU2041
 TU2041                          SUPERSEDED SURVEY CONTROL
 TU2041
 TU2041  NAD 83(1986)-  22 00 44.74492(N)    159 46 56.00058(W) AD(       ) 4
 TU2041  OLD HI      -  22 00 56.01800(N)    159 47 06.04900(W) AD(       ) 3
 TU2041
 TU2041.Superseded values are not recommended for survey control.
 TU2041.NGS no longer adjusts projects to the OLD HI datum.
 TU2041.See file dsdata.txt to determine how the superseded data were derived.
 TU2041
 TU2041_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1926434410(NAD 83)
 TU2041
 TU2041  HISTORY     - Date     Condition        Report By
 TU2041  HISTORY     - UNK      MONUMENTED
 TU2041  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2041
 TU2041                          STATION DESCRIPTION
 TU2041
 TU2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2041'STATION IS GONE.  THERE ARE NO LONGER ANY BUILDINGS IN THE
 TU2041'VICINITY.  IT IS NOW OVERGROWN WITH LARGE KIAWE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2383 ***********************************************************************
 TU2383  DESIGNATION -  NORTH RIM
 TU2383  PID         -  TU2383
 TU2383  STATE/COUNTY-  HI/HAWAII
 TU2383  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2383
 TU2383                         *CURRENT SURVEY CONTROL
 TU2383  ___________________________________________________________________
 TU2383* NAD 83(1993)-  19 24 54.36933(N)    155 17 16.69006(W)     ADJUSTED  
 TU2383* LOCAL TIDAL -      1191.70   (meters)    3909.8    (feet)  LEVELING  
 TU2383  ___________________________________________________________________
 TU2383  EPOCH DATE  -        1993.62
 TU2383  LAPLACE CORR-         -13.13  (seconds)                    DEFLEC99
 TU2383  GEOID HEIGHT-          22.92  (meters)                     GEOID03
 TU2383
 TU2383  HORZ ORDER  -  THIRD
 TU2383  VERT ORDER  -  THIRD
 TU2383
 TU2383.The horizontal coordinates were established by classical geodetic methods
 TU2383.and adjusted by the National Geodetic Survey in December 1998..
 TU2383.The horizontal coordinates are valid at the epoch date displayed above.
 TU2383.The epoch date for horizontal control is a decimal equivalence
 TU2383.of Year/Month/Day.
 TU2383
 TU2383.The orthometric height was determined by differential leveling.
 TU2383.The vertical network tie was performed by a horz. field party for horz.
 TU2383.obs reductions. Reset procedures were used to establish the elevation.
 TU2383
 TU2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2383
 TU2383.The geoid height was determined by GEOID03.
 TU2383
 TU2383;                    North         East     Units Scale Factor Converg.
 TU2383;SPC HI 1     -    64,409.664   522,268.477   MT  0.99997279   +0 04 13.7
 TU2383;UTM  05      - 2,148,353.842   259,744.797   MT  1.00031356   -0 45 39.3
 TU2383
 TU2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2383!SPC HI 1     -   0.99980910  x   0.99997279  =   0.99978190
 TU2383!UTM  05      -   0.99980910  x   1.00031356  =   1.00012260
 TU2383
 TU2383:                Primary Azimuth Mark                     Grid Az
 TU2383:SPC HI 1     -  SOUTH RIM                                209 46 16.3
 TU2383:UTM  05      -  SOUTH RIM                                210 36 09.3
 TU2383
 TU2383|---------------------------------------------------------------------|
 TU2383| PID    Reference Object                     Distance      Geod. Az  |
 TU2383|                                                           dddmmss.s |
 TU2383| TU2384 SOUTH RIM                           APPROX. 0.6 KM 2095030.0 |
 TU2383|---------------------------------------------------------------------|
 TU2383
 TU2383                          SUPERSEDED SURVEY CONTROL
 TU2383
 TU2383  NAD 83(1986)-  19 24 54.35117(N)    155 17 16.73184(W) AD(       ) 3
 TU2383  OLD HI      -  19 25 06.21200(N)    155 17 26.70000(W) AD(       ) 3
 TU2383
 TU2383.Superseded values are not recommended for survey control.
 TU2383.NGS no longer adjusts projects to the OLD HI datum.
 TU2383.See file dsdata.txt to determine how the superseded data were derived.
 TU2383
 TU2383_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5974548354(NAD 83)
 TU2383_MARKER: DD = SURVEY DISK
 TU2383_SETTING: 66 = SET IN ROCK OUTCROP
 TU2383_SP_SET: BEDROCK
 TU2383_STAMPING: NORTH RIM
 TU2383_MARK LOGO: USGS  
 TU2383_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2383+STABILITY: POSITION/ELEVATION WELL
 TU2383
 TU2383  HISTORY     - Date     Condition        Report By
 TU2383  HISTORY     - 1920     MONUMENTED       USGS
 TU2383  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2383  HISTORY     - 1967     GOOD             CGS
 TU2383
 TU2383                          STATION DESCRIPTION
 TU2383
 TU2383'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2383'IN SOUTHEAST HAWAII, ON A ROCKY KNOB ON THE EXTREME EDGE OF
 TU2383'KILAUEA CRATER, ABOUT NORTHWEST OF HALEMAUMAU.  MARK, A BRONZE
 TU2383'TABLET CEMENTED IN SOLID ROCK.
 TU2383
 TU2383                          STATION RECOVERY (1967)
 TU2383
 TU2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2383'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2383'DESCRIPTION FOLLOWS--
 TU2383'
 TU2383'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK,
 TU2383'ABOUT 2-1/4 MILES SOUTHWEST OF THE PARK HEADQUARTERS BUILDING,
 TU2383'1/2-MILE SOUTH OF THE VOLCANO OBSERVATORY OF THE
 TU2383'U.S. GEOLOGICAL SURVEY, AND 0.7 MILE NORTHEAST OF WHERE THE
 TU2383'CRATER RIM ROAD REACHES ITS WESTERNMOST POINT BEFORE TURNING
 TU2383'BACK TO SOUTHEAST.  AT ABOUT 3910 FEET ELEVATION, ON A ROCK
 TU2383'KNOB ON THE WEST RIM OF KILAUEA CRATER.
 TU2383'
 TU2383'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2383'HEADQUARTERS BUILDING, GO WEST ON CRATER RIM ROAD FOR 3.7 MILES
 TU2383'TO END OF TRUCK TRAVEL AT THE WESTERNMOST POINT OF THE
 TU2383'ROAD.  WALK NORTHEAST ACROSS ROUGH AREA FOR ABOUT 0.7 MILE TO
 TU2383'STATION.
 TU2383'
 TU2383'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED NORTH
 TU2383'RIM CEMENTED IN A DRILL HOLE IN A BEDROCK POINT, 40 FEET WEST
 TU2383'OF EDGE OF CRATER AND 5 FEET NORTHWEST OF A 2-FOOT CAIRN.
 TU2383
 TU2383                          STATION RECOVERY (1967)
 TU2383
 TU2383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU2383'THE FOLLOWING TEXT IS FROM A 1967 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2383'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ABOUT 2.25
 TU2383'MILES (3.62 KM) SOUTHWEST OF THE PARK HEADQUARTERS BUILDING, 0.5 MILE
 TU2383'(0.8 KM) SOUTH OF THE VOLCANO OBSERVATORY OF THE US GEOLOGICAL
 TU2383'SURVEY, AND 0.7 MILE (1.1 KM) NORTHEAST OF WHERE THE CRATER RIM ROAD
 TU2383'REACHES ITS WESTERNMOST POINT BEFORE TURNING BACK TO SOUTHEAST.  AT
 TU2383'ABOUT 3910 FEET (1191.8 M) ELEVATION, ON A ROCK KNOB ON THE WEST RIM
 TU2383'OF KILAUEA CRATER. TO REACH STATION FROM THE HAWAII VOLCANOES
 TU2383'NATIONAL PARK HEADQUARTERS BUILDING, GO WEST ON CRATER RIM ROAD FOR
 TU2383'3.7 MILES (6.0 KM) TO END OF TRUCK TRAVEL AT THE WESTERNMOST POINT OF
 TU2383'THE ROAD.  WALK NORTHEAST ACROSS ROUGH AREA FOR ABOUT 0.7 MILE
 TU2383'(1.1 KM) TO STATION. STATION MARK IS A US GEOLOGICAL SURVEY DISK,
 TU2383'STAMPED NORTH RIM CEMENTED IN A DRILL HOLE IN A BEDROCK POINT, 40
 TU2383'FEET (12.2 M) WEST OF EDGE OF CRATER AND 5 FEET (1.5 M) NORTHWEST OF
 TU2383'A 2-FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2076 ***********************************************************************
 TU2076  DESIGNATION -  NORTH TELEMETRY BORESIGHT POLE
 TU2076  PID         -  TU2076
 TU2076  STATE/COUNTY-  HI/HAWAII
 TU2076  USGS QUAD   -  KA LAE (1982)
 TU2076
 TU2076                         *CURRENT SURVEY CONTROL
 TU2076  ___________________________________________________________________
 TU2076* NAD 83(1993)-  18 56 32.58653(N)    155 41 03.73329(W)     ADJUSTED  
 TU2076* LOCAL TIDAL -       110.542  (meters)     362.67   (feet)  ADJ UNCH  
 TU2076  ___________________________________________________________________
 TU2076  EPOCH DATE  -        1993.62
 TU2076  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 TU2076  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU2076
 TU2076  HORZ ORDER  -  THIRD
 TU2076  VERT ORDER  -  ?
 TU2076
 TU2076.The horizontal coordinates were established by classical geodetic methods
 TU2076.and adjusted by the National Geodetic Survey in December 1998..
 TU2076.The horizontal coordinates are valid at the epoch date displayed above.
 TU2076.The epoch date for horizontal control is a decimal equivalence
 TU2076.of Year/Month/Day.
 TU2076
 TU2076.The orthometric height was key entered from printed documents
 TU2076.and not key verified.
 TU2076
 TU2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2076
 TU2076.The geoid height was determined by GEOID03.
 TU2076
 TU2076;                    North         East     Units Scale Factor Converg.
 TU2076;SPC HI 1     -    12,080.765   480,581.224   MT  0.99997133   -0 03 35.5
 TU2076;UTM  05      - 2,096,603.442   217,291.024   MT  1.00058812   -0 52 19.1
 TU2076
 TU2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2076!SPC HI 1     -   0.99998026  x   0.99997133  =   0.99995159
 TU2076!UTM  05      -   0.99998026  x   1.00058812  =   1.00056837
 TU2076
 TU2076                          SUPERSEDED SURVEY CONTROL
 TU2076
 TU2076  NAD 83(1986)-  18 56 32.57308(N)    155 41 03.78591(W) AD(       ) 4
 TU2076  OLD HI      -  18 56 43.36600(N)    155 41 13.81000(W) AD(       ) 3
 TU2076
 TU2076.Superseded values are not recommended for survey control.
 TU2076.NGS no longer adjusts projects to the OLD HI datum.
 TU2076.See file dsdata.txt to determine how the superseded data were derived.
 TU2076
 TU2076_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1729196603(NAD 83)
 TU2076
 TU2076  HISTORY     - Date     Condition        Report By
 TU2076  HISTORY     - 1964     MONUMENTED       CGS
 TU2076
 TU2076                          STATION DESCRIPTION
 TU2076
 TU2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2076'THE STATION IS THE CENTER OF AN 80-FOOT WOODEN POLE LOCATED ABOUT
 TU2076'0.25 MILE NORTH OF THE SOUTH POINT TRACKING FACILITY OF THE PACIFIC
 TU2076'MISSILE RANGE.  IT IS INSIDE A FENCED ENCLOSURE, 130 FEET
 TU2076'WEST-NORTHWEST OF THE GATE INTO THE ENCLOSURE AND 39 FEET EAST OF
 TU2076'A FENCE.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 TU2076'WIND, DISTANCE BEING 7.022 METERS (23.038 FEET) NORTH OF STATION
 TU2076'WIND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1173 ***********************************************************************
 TU1173  DESIGNATION -  NORTHMOST HIGH MAST
 TU1173  PID         -  TU1173
 TU1173  STATE/COUNTY-  HI/HONOLULU
 TU1173  USGS QUAD   -  KOKO HEAD (1983)
 TU1173
 TU1173                         *CURRENT SURVEY CONTROL
 TU1173  ___________________________________________________________________
 TU1173* NAD 83(1993)-  21 16 34.22183(N)    157 45 36.58614(W)     ADJUSTED  
 TU1173* LOCAL TIDAL -                                                        
 TU1173  ___________________________________________________________________
 TU1173  EPOCH DATE  -        1993.62
 TU1173  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TU1173  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1173
 TU1173  HORZ ORDER  -  THIRD
 TU1173
 TU1173.The horizontal coordinates were established by classical geodetic methods
 TU1173.and adjusted by the National Geodetic Survey in December 1998..
 TU1173.The horizontal coordinates are valid at the epoch date displayed above.
 TU1173.The epoch date for horizontal control is a decimal equivalence
 TU1173.of Year/Month/Day.
 TU1173
 TU1173
 TU1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1173
 TU1173.The geoid height was determined by GEOID03.
 TU1173
 TU1173;                    North         East     Units Scale Factor Converg.
 TU1173;SPC HI 3     -    12,143.284   524,889.616   MT  0.99999765   +0 05 13.3
 TU1173;UTM  04      - 2,353,217.966   628,623.737   MT  0.99980444   +0 26 59.8
 TU1173
 TU1173                          SUPERSEDED SURVEY CONTROL
 TU1173
 TU1173  NAD 83(1986)-  21 16 34.17132(N)    157 45 36.59489(W) AD(       ) 4
 TU1173  OLD HI      -  21 16 45.57000(N)    157 45 46.50000(W) AD(       ) 3
 TU1173
 TU1173.Superseded values are not recommended for survey control.
 TU1173.NGS no longer adjusts projects to the OLD HI datum.
 TU1173.See file dsdata.txt to determine how the superseded data were derived.
 TU1173
 TU1173_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2862453218(NAD 83)
 TU1173
 TU1173  HISTORY     - Date     Condition        Report By
 TU1173  HISTORY     - 1925     MONUMENTED       CGS
 TU1173  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1173
 TU1173                          STATION DESCRIPTION
 TU1173
 TU1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1173'IN SOUTHEASTERN OAHU, AT THE WAILUPE NAVAL RADIO STATION,
 TU1173'THE MOST NORTHERLY OF TWO RADIO MASTS.
 TU1173
 TU1173                          STATION RECOVERY (1965)
 TU1173
 TU1173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1173'STATION IS GONE.  THE OLD WAILUPE NAVAL RADIO STATION WAS
 TU1173'REMOVED LONG AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2387 ***********************************************************************
 TU2387  DESIGNATION -  NOSE
 TU2387  PID         -  TU2387
 TU2387  STATE/COUNTY-  HI/HAWAII
 TU2387  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2387
 TU2387                         *CURRENT SURVEY CONTROL
 TU2387  ___________________________________________________________________
 TU2387* NAD 83(1993)-  19 23 01.32406(N)    155 18 06.68114(W)     ADJUSTED  
 TU2387* LOCAL TIDAL -      1082.25   (meters)    3550.7    (feet)  LEVELING  
 TU2387  ___________________________________________________________________
 TU2387  EPOCH DATE  -        1993.62
 TU2387  LAPLACE CORR-         -12.12  (seconds)                    DEFLEC99
 TU2387  GEOID HEIGHT-          22.61  (meters)                     GEOID03
 TU2387
 TU2387  HORZ ORDER  -  THIRD
 TU2387  VERT ORDER  -  THIRD
 TU2387
 TU2387.The horizontal coordinates were established by classical geodetic methods
 TU2387.and adjusted by the National Geodetic Survey in December 1998..
 TU2387.The horizontal coordinates are valid at the epoch date displayed above.
 TU2387.The epoch date for horizontal control is a decimal equivalence
 TU2387.of Year/Month/Day.
 TU2387
 TU2387.The orthometric height was determined by differential leveling.
 TU2387.The vertical network tie was performed by a horz. field party for horz.
 TU2387.obs reductions. Reset procedures were used to establish the elevation.
 TU2387
 TU2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2387
 TU2387.The geoid height was determined by GEOID03.
 TU2387
 TU2387;                    North         East     Units Scale Factor Converg.
 TU2387;SPC HI 1     -    60,931.984   520,814.046   MT  0.99997202   +0 03 56.7
 TU2387;UTM  05      - 2,144,896.421   258,239.577   MT  1.00032253   -0 45 51.6
 TU2387
 TU2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2387!SPC HI 1     -   0.99982635  x   0.99997202  =   0.99979837
 TU2387!UTM  05      -   0.99982635  x   1.00032253  =   1.00014882
 TU2387
 TU2387:                Primary Azimuth Mark                     Grid Az
 TU2387:SPC HI 1     -  SAND HILL 1920                           046 49 52.8
 TU2387:UTM  05      -  SAND HILL 1920                           047 39 41.1
 TU2387
 TU2387|---------------------------------------------------------------------|
 TU2387| PID    Reference Object                     Distance      Geod. Az  |
 TU2387|                                                           dddmmss.s |
 TU2387| TU2385 SAND HILL 1920                      APPROX. 1.5 KM 0465349.5 |
 TU2387|---------------------------------------------------------------------|
 TU2387
 TU2387                          SUPERSEDED SURVEY CONTROL
 TU2387
 TU2387  NAD 83(1986)-  19 23 01.31704(N)    155 18 06.74689(W) AD(       ) 3
 TU2387  OLD HI      -  19 23 13.21500(N)    155 18 16.72200(W) AD(       ) 3
 TU2387
 TU2387.Superseded values are not recommended for survey control.
 TU2387.NGS no longer adjusts projects to the OLD HI datum.
 TU2387.See file dsdata.txt to determine how the superseded data were derived.
 TU2387
 TU2387_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5824044896(NAD 83)
 TU2387_MARKER: DD = SURVEY DISK
 TU2387_SETTING: 66 = SET IN ROCK OUTCROP
 TU2387_SP_SET: ROCK OUTCROP
 TU2387_STAMPING: NOSE
 TU2387_MARK LOGO: USGS  
 TU2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2387+STABILITY: POSITION/ELEVATION WELL
 TU2387
 TU2387  HISTORY     - Date     Condition        Report By
 TU2387  HISTORY     - 1920     MONUMENTED       USGS
 TU2387  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2387  HISTORY     - 1967     GOOD             CGS
 TU2387
 TU2387                          STATION DESCRIPTION
 TU2387
 TU2387'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2387'IN SOUTHEAST HAWAII, 2 MILES SOUTHWEST OF HALEMAUMAU, ABOUT IN LINE
 TU2387'WITH AND HALFWAY BETWEEN HALEMAUMAU AND PUU KOAE, AT THE LOWER
 TU2387'END OF A LOW RIDGE OF PAHOEHOE LAVA ON TOP OF A SMALL ROCKY
 TU2387'KNOB.  MARK, A BRONZE TABLET CEMENTED IN SOLID ROCK.
 TU2387
 TU2387                          STATION RECOVERY (1967)
 TU2387
 TU2387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2387'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2387'DESCRIPTION FOLLOWS--
 TU2387'
 TU2387'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE LARGE PARKING
 TU2387'AREA AT HALEMAUMAU CRATER AND 1 MILE SOUTHEAST OF THE KAU DESERT
 TU2387'TRAIL, AT 3551 FEET ELEVATION, ON A ROCK POINT ON A LOW, SLOPING
 TU2387'RIDGE IN PAHOEHOE LAVA BADLANDS CUT BY DRY WASHES.
 TU2387'
 TU2387'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2387'HEADQUARTERS, GO WEST ON CRATER RIM ROAD FOR 4.8 MILES TO DIRT
 TU2387'ROAD FORK RIGHT, AT BOTTOM OF GRADE.  TAKE RIGHT FORK AND GO 0.5
 TU2387'MILE TO QUARRY ON LEFT.  CONTINUE AHEAD FOR 0.9 MILE TO POINT OF
 TU2387'RIDGE ON RIGHT.  TURN SHARP RIGHT AND GO UPGRADE ALONG EDGE OF
 TU2387'BLUFF 0.75 MILE.  TAKE DIM LEFT FORK DOWN SLOPING RIDGE FOR 0.2
 TU2387'MILE, THEN CONTINUE AHEAD, DOWN SANDY DRAW, FOR 0.7 MILE.  TURN
 TU2387'RIGHT, LEAVING DRAW, AND GO WEST ACROSS ROUGH LAVA AREA FOR
 TU2387'0.4 MILE TO LARGE WASH.  FROM HERE WALK WEST ABOUT 1/2 MILE TO
 TU2387'STATION.
 TU2387'
 TU2387'STATION MARK IS A U.S.G.S. DISK, STAMPED NOSE, CEMENTED IN A
 TU2387'DRILL HOLE IN A SLOPING, BEDROCK LEDGE PROJECTING 3 FEET.  IT IS
 TU2387'3 FEET EAST OF A 3-FOOT CAIRN AND 60 YARDS WEST OF 4 ELECTRIC
 TU2387'CABLES STRUNG ON THE GROUND.
 TU2387'
 TU2387'NOTE--4-WHEEL-DRIVE VEHICLE REQUIRED.
 TU2387
 TU2387                          STATION RECOVERY (1967)
 TU2387
 TU2387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU2387'THE FOLLOWING TEXT IS FROM A 1967 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2387'STATION IS LOCATED ABOUT 2 MILES (3.2 KM) SOUTHWEST OF THE LARGE
 TU2387'PARKING AREA AT HALEMAUMAU CRATER AND 1 MILE (1.6 KM) SOUTHEAST OF
 TU2387'THE KAU DESERT TRAIL, AT 3551 FEET (1082.3 M) ELEVATION, ON A ROCK
 TU2387'POINT ON A LOW, SLOPING RIDGE IN PAHOEHOE LAVA BADLANDS CUT BY DRY
 TU2387'WASHES. TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2387'HEADQUARTERS, GO WEST ON CRATER RIM ROAD FOR 4.8 MILES (7.7 KM) TO
 TU2387'DIRT ROAD FORK RIGHT, AT BOTTOM OF GRADE.  TAKE RIGHT FORK AND GO 0.5
 TU2387'MILE (0.8 KM) TO QUARRY ON LEFT.  CONTINUE AHEAD FOR 0.9 MILE
 TU2387'(1.4 KM) TO POINT OF RIDGE ON RIGHT.  TURN SHARP RIGHT AND GO UPGRADE
 TU2387'ALONG EDGE OF BLUFF 0.75 MILE.  TAKE DIM LEFT FORK DOWN SLOPING RIDGE
 TU2387'FOR 0.2 MILE, THEN CONTINUE AHEAD, DOWN SANDY DRAW, FOR 0.7 MILE.
 TU2387'TURN RIGHT, LEAVING DRAW, AND GO WEST ACROSS ROUGH LAVA AREA FOR 0.4
 TU2387'MILE (0.6 KM) TO LARGE WASH.  FROM HERE WALK WEST ABOUT 0.5 MILE
 TU2387'(0.8 KM) TO STATION. STATION MARK IS A USGS DISK, STAMPED NOSE,
 TU2387'CEMENTED IN A DRILL HOLE IN A SLOPING, BEDROCK LEDGE PROJECTING 3
 TU2387'FEET.  IT IS 3 FEET (0.9 M) EAST OF A 3-FOOT CAIRN AND 60 YARDS WEST
 TU2387'OF 4 ELECTRIC CABLES STRUNG ON THE GROUND. NOTE--4-WHEEL-DRIVE
 TU2387'VEHICLE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1782 ***********************************************************************
 TU1782  DESIGNATION -  NUK
 TU1782  PID         -  TU1782
 TU1782  STATE/COUNTY-  HI/KAUAI
 TU1782  USGS QUAD   -  KOLOA (1996)
 TU1782
 TU1782                         *CURRENT SURVEY CONTROL
 TU1782  ___________________________________________________________________
 TU1782* NAD 83(1993)-  21 52 32.67228(N)    159 27 44.77942(W)     ADJUSTED  
 TU1782* LOCAL TIDAL -                                                        
 TU1782  ___________________________________________________________________
 TU1782  EPOCH DATE  -        1993.62
 TU1782  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 TU1782  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU1782
 TU1782  HORZ ORDER  -  THIRD
 TU1782
 TU1782.The horizontal coordinates were established by classical geodetic methods
 TU1782.and adjusted by the National Geodetic Survey in December 1998..
 TU1782.The horizontal coordinates are valid at the epoch date displayed above.
 TU1782.The epoch date for horizontal control is a decimal equivalence
 TU1782.of Year/Month/Day.
 TU1782
 TU1782
 TU1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1782
 TU1782.The geoid height was determined by GEOID03.
 TU1782
 TU1782;                    North         East     Units Scale Factor Converg.
 TU1782;SPC HI 4     -     4,696.301   503,881.989   MT  0.99999019   +0 00 50.4
 TU1782;UTM  04      - 2,419,145.313   452,224.835   MT  0.99962820   -0 10 20.3
 TU1782
 TU1782                          SUPERSEDED SURVEY CONTROL
 TU1782
 TU1782  NAD 83(1986)-  21 52 32.65772(N)    159 27 44.81281(W) AD(       ) 4
 TU1782  OLD HI      -  21 52 43.95000(N)    159 27 54.86000(W) AD(       ) 3
 TU1782
 TU1782.Superseded values are not recommended for survey control.
 TU1782.NGS no longer adjusts projects to the OLD HI datum.
 TU1782.See file dsdata.txt to determine how the superseded data were derived.
 TU1782
 TU1782_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5222519145(NAD 83)
 TU1782
 TU1782  HISTORY     - Date     Condition        Report By
 TU1782  HISTORY     - 1910     MONUMENTED       CGS
 TU1782  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1782  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1782
 TU1782                          STATION DESCRIPTION
 TU1782
 TU1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1782'ON SOUTH COAST OF KAUAI, 1/2 MILE SOUTHEAST OF KOLOA LANDING,
 TU1782'ON A ROCKY POINT (NUKOMOI), AND ABOUT 125 METERS SOUTHEAST OF
 TU1782'A SMALL HOUSE.  MARKED BY SIGNAL POLE SET IN CRACK IN
 TU1782'ROCKS.  A CROSS CUT IN THE ROCK ON ONE SIDE OF CRACK IS 1.8
 TU1782'FEET MAKAI (SEAWARD) FROM SIGNAL, AND ON LINE WITH THE MIDDLE
 TU1782'OF HAUPU.
 TU1782
 TU1782                          STATION RECOVERY (1965)
 TU1782
 TU1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1782'STATION IS GONE.  A SEARCH WAS MADE BUT THE REFERENCE CROSS IN
 TU1782'ROCK COULD NOT BE FOUND.
 TU1782
 TU1782                          STATION RECOVERY (2005)
 TU1782
 TU1782'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1800 ***********************************************************************
 TU1800  DESIGNATION -  NUMILA RADIO STATION KUAI MAST
 TU1800  PID         -  TU1800
 TU1800  STATE/COUNTY-  HI/KAUAI
 TU1800  USGS QUAD   -  HANAPEPE (1996)
 TU1800
 TU1800                         *CURRENT SURVEY CONTROL
 TU1800  ___________________________________________________________________
 TU1800* NAD 83(1993)-  21 53 26.02965(N)    159 33 16.99342(W)     ADJUSTED  
 TU1800* LOCAL TIDAL -                                                        
 TU1800  ___________________________________________________________________
 TU1800  EPOCH DATE  -        1993.62
 TU1800  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 TU1800  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU1800
 TU1800  HORZ ORDER  -  THIRD
 TU1800
 TU1800.The horizontal coordinates were established by classical geodetic methods
 TU1800.and adjusted by the National Geodetic Survey in December 1998..
 TU1800.The horizontal coordinates are valid at the epoch date displayed above.
 TU1800.The epoch date for horizontal control is a decimal equivalence
 TU1800.of Year/Month/Day.
 TU1800
 TU1800
 TU1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1800
 TU1800.The geoid height was determined by GEOID03.
 TU1800
 TU1800;                    North         East     Units Scale Factor Converg.
 TU1800;SPC HI 4     -     6,337.981   494,345.185   MT  0.99999039   -0 01 13.4
 TU1800;UTM  04      - 2,420,817.409   442,696.814   MT  0.99964057   -0 12 24.6
 TU1800
 TU1800                          SUPERSEDED SURVEY CONTROL
 TU1800
 TU1800  NAD 83(1986)-  21 53 26.00389(N)    159 33 17.01438(W) AD(       ) 4
 TU1800  OLD HI      -  21 53 37.28360(N)    159 33 27.06615(W) AD(       ) 3
 TU1800
 TU1800.Superseded values are not recommended for survey control.
 TU1800.NGS no longer adjusts projects to the OLD HI datum.
 TU1800.See file dsdata.txt to determine how the superseded data were derived.
 TU1800
 TU1800_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4269720817(NAD 83)
 TU1800_MARKER: 42 = RADIO/TV MAST
 TU1800
 TU1800  HISTORY     - Date     Condition        Report By
 TU1800  HISTORY     - 1968     FIRST OBSERVED   CGS
 TU1800  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1800  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1800
 TU1800                          STATION DESCRIPTION
 TU1800
 TU1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU1800'THE STATION IS LOCATED NEAR THE SOUTH COAST OF KAUAI, ABOUT 2.3
 TU1800'MILES SOUTHEAST OF ELEELE, 0.5 MILE SOUTH-SOUTHEAST OF THE VILLAGE
 TU1800'OF NUMILA AND 0.4 MILE NORTHWEST OF KOHEO POINT.  THE STATION IS A
 TU1800'GUYED MAST WITH TWO RED LIGHTS ON TOP AND IS PAINTED ALTERNATELY
 TU1800'RED AND WHITE.  HEIGHT IS 285 FEET.  POINT OBSERVED WAS THE TOP
 TU1800'AND CENTER OF THE MAST.
 TU1800
 TU1800                          STATION RECOVERY (1983)
 TU1800
 TU1800'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1800'STATION DESTROYED BY HURRICANE IWA REPLACED, LOCATION NOT
 TU1800'DETERMINED.
 TU1800
 TU1800                          STATION RECOVERY (2005)
 TU1800
 TU1800'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2706 ***********************************************************************
 TU2706  DESIGNATION -  NUNULU 1913
 TU2706  PID         -  TU2706
 TU2706  STATE/COUNTY-  HI/HAWAII
 TU2706  USGS QUAD   -  HAWI (1995)
 TU2706
 TU2706                         *CURRENT SURVEY CONTROL
 TU2706  ___________________________________________________________________
 TU2706* NAD 83(1993)-  20 12 13.92533(N)    155 49 16.43980(W)     ADJUSTED  
 TU2706* LOCAL TIDAL -       488.     (meters)    1601.     (feet)  SCALED    
 TU2706  ___________________________________________________________________
 TU2706  EPOCH DATE  -        1993.62
 TU2706  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 TU2706  GEOID HEIGHT-          18.85  (meters)                     GEOID03
 TU2706
 TU2706  HORZ ORDER  -  THIRD
 TU2706
 TU2706.The horizontal coordinates were established by classical geodetic methods
 TU2706.and adjusted by the National Geodetic Survey in December 1998..
 TU2706.The horizontal coordinates are valid at the epoch date displayed above.
 TU2706.The epoch date for horizontal control is a decimal equivalence
 TU2706.of Year/Month/Day.
 TU2706
 TU2706.The orthometric height was scaled from a topographic map.
 TU2706
 TU2706.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2706
 TU2706.The geoid height was determined by GEOID03.
 TU2706
 TU2706;                    North         East     Units Scale Factor Converg.
 TU2706;SPC HI 1     -   151,743.432   466,428.347   MT  0.99998059   -0 06 39.4
 TU2706;UTM  05      - 2,236,549.868   205,174.705   MT  1.00067445   -0 58 30.2
 TU2706
 TU2706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2706!SPC HI 1     -   0.99992034  x   0.99998059  =   0.99990093
 TU2706!UTM  05      -   0.99992034  x   1.00067445  =   1.00059473
 TU2706
 TU2706                          SUPERSEDED SURVEY CONTROL
 TU2706
 TU2706  NAD 83(1986)-  20 12 13.89445(N)    155 49 16.43833(W) AD(       ) 3
 TU2706  OLD HI      -  20 12 24.95200(N)    155 49 26.46200(W) AD(       ) 3
 TU2706
 TU2706.Superseded values are not recommended for survey control.
 TU2706.NGS no longer adjusts projects to the OLD HI datum.
 TU2706.See file dsdata.txt to determine how the superseded data were derived.
 TU2706
 TU2706_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0517536550(NAD 83)
 TU2706
 TU2706  HISTORY     - Date     Condition        Report By
 TU2706  HISTORY     - 1913     MONUMENTED       CGS
 TU2706  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2706  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2706
 TU2706                          STATION DESCRIPTION
 TU2706
 TU2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2706'IN THE NORTHERN PART OF HAWAII, NORTH CENTRAL PART OF KOHALA
 TU2706'DISTRICT, ON THE HIGH LAND 2 MILES ABOVE THE GOVERNMENT ROAD,
 TU2706'AT A POINT SOUTH OF THE KOHALA CLUB BUILDINGS.  AS SEEN FROM THE
 TU2706'VICINITY OF THE CLUB, THE STATION IS ON THE SKYLINE.  A
 TU2706'CONSPICUOUS CLUMP OF BAMBOO WILL BE SEEN AGAINST THE SKYLINE
 TU2706'BEARING S. 20 DEG W. FROM THE CHURCH WHICH ADJOINS THE CLUB
 TU2706'PROPERTY, AND THE STATION BEARS S. 23 DEG W., DISTANT 125
 TU2706'METERS FROM THIS CLUMP.  STATION IS CLOSE TO A JUNCTION OF WIRE
 TU2706'FENCES.  THE FENCE POST AT THE FIRST ANGLE SOUTHEAST OF
 TU2706'THIS JUNCTION IS 7.94 METERS (26.0 FEET) FROM THE STATION
 TU2706'IN BEARING N. 35 DEG W., FROM THIS CORNER, WHICH IS SOUTHEAST
 TU2706'OF THE JUNCTION, THE FENCE RUNS S. 28 DEG W. ANOTHER POST ALONG
 TU2706'THIS LINE IS 9.25 METERS (30.3 FEET) FROM STATION, IN BEARING
 TU2706'S. 80 DEG W.  THE STATION IS REACHED BY TAKING THE ROAD
 TU2706'WHICH GOES MAUKA FROM THE MAIN ROAD AT A POINT A SHORT
 TU2706'DISTANCE EAST OF THE CHURCH WHICH ADJOINS THE CLUB.  A
 TU2706'TELEPHONE LINE GOES ALONG THIS ROAD.  FOLLOW THIS TELEPHONE LINE
 TU2706'AND WHEN THE BAMBOO CLUMP ABOVE REFERRED TO BEARS ABOUT WEST
 TU2706'BY NORTH TURN WEST AND CROSS THE GULCH (NUNULA GULCH) TO THE
 TU2706'SLIGHT RISE WHICH WILL BE SEEN SOUTH OF THE BAMBOO CLUMP.
 TU2706'STATION MARKED UNDERGROUND BY NECK OF BOTTLE.  SURFACE MARK
 TU2706'IS CENTER OF IRON NUT IN TOP OF CONCRETE CYLINDER FLUSH WITH
 TU2706'SURFACE OF GROUND AND EXTENDING DOWNWARD ABOUT 2-1/2 FEET.
 TU2706
 TU2706                          STATION RECOVERY (1948)
 TU2706
 TU2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2706'THIS STATION WAS SEARCHED FOR ONLY A SHORT TIME AS IT WAS THOUGHT
 TU2706'AT THE TIME THAT NUNULU 2 WAS THE OLD STATION.  THIS ASSUMPTION
 TU2706'WAS INCORRECT.  OLD STATION CAN PROBABLY BE FOUND BY AZIMUTH AND
 TU2706'DISTANCE FROM NUNULU 2.
 TU2706
 TU2706                          STATION RECOVERY (1967)
 TU2706
 TU2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2706'STATION IS DESTRYOED.  THE POINT WAS DETERMINED BY INVERSE FROM
 TU2706'NUNULU 2 1948 AND AFTER SOME DIGGING THE NECK OF THE BOTTLE WHICH
 TU2706'WAS THE UNDERGROUND MARK WAS FOUND, HOWEVER IT WAS LAYING ON THE
 TU2706'SIDE AND IS BELIEVED TO HAVE BEEN DISTURBED BY CULTIVATION OF
 TU2706'THE CANE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2707 ***********************************************************************
 TU2707  DESIGNATION -  NUNULU 2 1948
 TU2707  PID         -  TU2707
 TU2707  STATE/COUNTY-  HI/HAWAII
 TU2707  USGS QUAD   -  HAWI (1995)
 TU2707
 TU2707                         *CURRENT SURVEY CONTROL
 TU2707  ___________________________________________________________________
 TU2707* NAD 83(1993)-  20 12 14.47125(N)    155 49 16.78031(W)     ADJUSTED  
 TU2707* LOCAL TIDAL -       487.8    (meters)    1600.     (feet)  VERT ANG  
 TU2707  ___________________________________________________________________
 TU2707  EPOCH DATE  -        1993.62
 TU2707  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 TU2707  GEOID HEIGHT-          18.85  (meters)                     GEOID03
 TU2707
 TU2707  HORZ ORDER  -  SECOND
 TU2707
 TU2707.The horizontal coordinates were established by classical geodetic methods
 TU2707.and adjusted by the National Geodetic Survey in December 1998..
 TU2707.The horizontal coordinates are valid at the epoch date displayed above.
 TU2707.The epoch date for horizontal control is a decimal equivalence
 TU2707.of Year/Month/Day.
 TU2707
 TU2707.The orthometric height was determined by vertical angle observations.
 TU2707
 TU2707.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2707
 TU2707.The geoid height was determined by GEOID03.
 TU2707
 TU2707;                    North         East     Units Scale Factor Converg.
 TU2707;SPC HI 1     -   151,760.238   466,418.495   MT  0.99998060   -0 06 39.5
 TU2707;UTM  05      - 2,236,566.833   205,165.101   MT  1.00067452   -0 58 30.3
 TU2707
 TU2707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2707!SPC HI 1     -   0.99992037  x   0.99998060  =   0.99990097
 TU2707!UTM  05      -   0.99992037  x   1.00067452  =   1.00059483
 TU2707
 TU2707:                Primary Azimuth Mark                     Grid Az
 TU2707:SPC HI 1     -  KAUHOLA POINT LIGHT 1948                 048 12 01.4
 TU2707:UTM  05      -  KAUHOLA POINT LIGHT 1948                 049 03 52.2
 TU2707
 TU2707|---------------------------------------------------------------------|
 TU2707| PID    Reference Object                     Distance      Geod. Az  |
 TU2707|                                                           dddmmss.s |
 TU2707| TU2717 KAUHOLA POINT LIGHT 1948            APPROX. 7.0 KM 0480521.9 |
 TU2707| TU2722 CATHOLIC CH W CROSS ON BELFRY       APPROX. 4.0 KM 3401107.6 |
 TU2707|---------------------------------------------------------------------|
 TU2707
 TU2707                          SUPERSEDED SURVEY CONTROL
 TU2707
 TU2707  NAD 83(1986)-  20 12 14.43981(N)    155 49 16.77983(W) AD(       ) 2
 TU2707  OLD HI      -  20 12 25.49600(N)    155 49 26.81400(W) AD(       ) 2
 TU2707
 TU2707.Superseded values are not recommended for survey control.
 TU2707.NGS no longer adjusts projects to the OLD HI datum.
 TU2707.See file dsdata.txt to determine how the superseded data were derived.
 TU2707
 TU2707_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0516536567(NAD 83)
 TU2707
 TU2707  HISTORY     - Date     Condition        Report By
 TU2707  HISTORY     - 1948     MONUMENTED       CGS
 TU2707  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2707
 TU2707                          STATION DESCRIPTION
 TU2707
 TU2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2707'STATION IS LOCATED 22 FEET NORTHWEST OF THE CENTERLINE OF A CANE
 TU2707'ROAD KNOWN AS NUNULA ROAD, ON A HEDGE LINE, WHICH AT THE STATION
 TU2707'IS DEVOID OF TREES OR UNDERBRUSH.  THIS HEDGE IS ALSO THE SOUTHWEST
 TU2707'PROPERTY LINE OF THE HARRY KITA HOMESTEAD.  STATION IS ABOUT 150
 TU2707'YARDS SOUTHWEST OF A BAMBOO CLUMP, THE ONLY ONE IN THE GENERAL
 TU2707'LOCALITY.
 TU2707'
 TU2707'FROM THE JUNCTION OF MAIN ROADS AT HAWI, GO EASTWARD ON THE
 TU2707'KOHALA-WAIMEA ROAD 1.2 MILES (AT TELEPHONE POLE 216) TURN SOUTH
 TU2707'ON A HARD SURFACED ROAD AND PROCEED UNTIL ACROSS THE KOHALA
 TU2707'IRRIGATION DITCH, WHERE A LEFT TURN ONTO A CANE ROAD, NUNULA
 TU2707'ROAD, SHOULD BE MADE.  FROM HERE IT IS APPROXIMATELY 1.1 MILES
 TU2707'TO THE STATION.
 TU2707'
 TU2707'THIS STATION IS MARKED BY A 1-1/2 INCH IRON PIPE, SET IN A MASS
 TU2707'OF CONCRETE, AND PROJECTING A FEW INCHES ABOVE THE GROUND.  STATION
 TU2707'WILL BECOME COVERED WITH GRASS.
 TU2707
 TU2707                          STATION RECOVERY (1967)
 TU2707
 TU2707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2707'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2707'FOLLOWS--
 TU2707'
 TU2707'STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH-SOUTHEAST OF HAWI AND
 TU2707'0.8 MILE NORTHEAST OF PUUOKUMAU RESERVOIR, AT ABOUT 1600 FEET
 TU2707'ELEVATION, ALONG THE NORTHWEST SIDE OF A MAIN, CANEFIELD ROAD, ON
 TU2707'A SMALL HUMMOCK COVERED WITH HIGH GRASS, AT THE SOUTHEAST END OF A
 TU2707'LONG, NARROW, GRASS STRIP BETWEEN TWO CANE FIELDS.
 TU2707'
 TU2707'TO REACH STATION FROM THE POST OFFICE AT KOHALA, GO WEST ON
 TU2707'STATE HIGHWAY 27 FOR 0.8 MILE TO PAVED CROSSROAD.  TURN LEFT AND
 TU2707'GO 1.15 MILES TO SIDE ROAD LEFT AT GREEN TANK.  TURN LEFT AND
 TU2707'FOLLOW DIRT ROAD 1.05 MILES TO FORK.  TAKE RIGHT FORK AND GO 65
 TU2707'YARDS TO TOP OF GRADE AND STATION ON RIGHT.
 TU2707'
 TU2707'STATION MARK IS THE CENTER OF A 2-INCH, IRON PIPE SET IN THE
 TU2707'CENTER OF A 16-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH
 TU2707'GROUND AND WITH NUNULU INSCRIBED IN THE TOP.  IT IS 13 FEET
 TU2707'NORTHWEST OF CENTER LINE OF ROAD, 110 FEET SOUTHWEST FROM
 TU2707'SOUTHWEST END OF A ROW OF LARGE TREES, 49 FEET NORTHEAST OF THE
 TU2707'NORTHEAST END OF A GROUP OF TREES, 37 FEET NORTHEAST OF A T-ROAD
 TU2707'INTERSECTION, AND ABOUT 4 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3412 ***********************************************************************
 TU3412  DESIGNATION -  NUT
 TU3412  PID         -  TU3412
 TU3412  STATE/COUNTY-  HI/MAUI
 TU3412  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3412
 TU3412                         *CURRENT SURVEY CONTROL
 TU3412  ___________________________________________________________________
 TU3412* NAD 83(1993)-  21 05 45.57909(N)    157 02 25.73576(W)     ADJUSTED  
 TU3412* LOCAL TIDAL -                                                        
 TU3412  ___________________________________________________________________
 TU3412  EPOCH DATE  -        1993.62
 TU3412  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 TU3412  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU3412
 TU3412  HORZ ORDER  -  THIRD
 TU3412
 TU3412.The horizontal coordinates were established by classical geodetic methods
 TU3412.and adjusted by the National Geodetic Survey in December 1998..
 TU3412.The horizontal coordinates are valid at the epoch date displayed above.
 TU3412.The epoch date for horizontal control is a decimal equivalence
 TU3412.of Year/Month/Day.
 TU3412
 TU3412
 TU3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3412
 TU3412.The geoid height was determined by GEOID03.
 TU3412
 TU3412;                    North         East     Units Scale Factor Converg.
 TU3412;SPC HI 2     -    84,479.530   461,160.247   MT  0.99998530   -0 08 04.4
 TU3412;UTM  04      - 2,334,024.791   703,549.471   MT  1.00011203   +0 42 19.9
 TU3412
 TU3412                          SUPERSEDED SURVEY CONTROL
 TU3412
 TU3412  NAD 83(1986)-  21 05 45.53466(N)    157 02 25.68519(W) AD(       ) 4
 TU3412  OLD HI      -  21 05 56.96000(N)    157 02 35.77000(W) AD(       ) 3
 TU3412
 TU3412.Superseded values are not recommended for survey control.
 TU3412.NGS no longer adjusts projects to the OLD HI datum.
 TU3412.See file dsdata.txt to determine how the superseded data were derived.
 TU3412
 TU3412_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0354934025(NAD 83)
 TU3412
 TU3412  HISTORY     - Date     Condition        Report By
 TU3412  HISTORY     - UNK      MONUMENTED
 TU3412  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3412
 TU3412                          STATION DESCRIPTION
 TU3412
 TU3412'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3412'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3412'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3412'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS FOUND.
 TU3412'
 TU3412'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1517 ***********************************************************************
 TU1517  DESIGNATION -  O REILLY
 TU1517  PID         -  TU1517
 TU1517  STATE/COUNTY-  HI/HONOLULU
 TU1517  USGS QUAD   -  HALEIWA (1983)
 TU1517
 TU1517                         *CURRENT SURVEY CONTROL
 TU1517  ___________________________________________________________________
 TU1517* NAD 83(1993)-  21 33 25.31108(N)    158 04 05.90737(W)     ADJUSTED  
 TU1517* LOCAL TIDAL -       217.     (meters)     712.     (feet)  VERT ANG  
 TU1517  ___________________________________________________________________
 TU1517  EPOCH DATE  -        1993.62
 TU1517  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 TU1517  GEOID HEIGHT-          15.21  (meters)                     GEOID03
 TU1517
 TU1517  HORZ ORDER  -  SECOND
 TU1517
 TU1517.The horizontal coordinates were established by classical geodetic methods
 TU1517.and adjusted by the National Geodetic Survey in December 1998..
 TU1517.The horizontal coordinates are valid at the epoch date displayed above.
 TU1517.The epoch date for horizontal control is a decimal equivalence
 TU1517.of Year/Month/Day.
 TU1517
 TU1517.The orthometric height was determined by vertical angle observations.
 TU1517.No vertical observational check was made to the station.
 TU1517
 TU1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1517
 TU1517.The geoid height was determined by GEOID03.
 TU1517
 TU1517;                    North         East     Units Scale Factor Converg.
 TU1517;SPC HI 3     -    43,222.930   492,924.784   MT  0.99999062   -0 01 30.4
 TU1517;UTM  04      - 2,384,086.007   596,469.002   MT  0.99971499   +0 20 32.5
 TU1517
 TU1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1517!SPC HI 3     -   0.99996351  x   0.99999062  =   0.99995413
 TU1517!UTM  04      -   0.99996351  x   0.99971499  =   0.99967851
 TU1517
 TU1517|---------------------------------------------------------------------|
 TU1517| PID    Reference Object                     Distance      Geod. Az  |
 TU1517|                                                           dddmmss.s |
 TU1517| CJ8884 O REILLY RM 1                        29.350 METERS 03151     |
 TU1517| TU1516 O REILLY 2                          234.558 METERS 04919     |
 TU1517| TU1510 HALEMANO                            APPROX. 3.6 KM 1235756.7 |
 TU1517| CJ8885 O REILLY RM 2                         9.447 METERS 13141     |
 TU1517|---------------------------------------------------------------------|
 TU1517
 TU1517                          SUPERSEDED SURVEY CONTROL
 TU1517
 TU1517  NAD 83(1986)-  21 33 25.26143(N)    158 04 05.91871(W) AD(       ) 2
 TU1517  OLD HI      -  21 33 36.68295(N)    158 04 15.82099(W) AD(       ) 2
 TU1517
 TU1517.Superseded values are not recommended for survey control.
 TU1517.NGS no longer adjusts projects to the OLD HI datum.
 TU1517.See file dsdata.txt to determine how the superseded data were derived.
 TU1517
 TU1517_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9646984086(NAD 83)
 TU1517_MARKER: Z = SEE DESCRIPTION
 TU1517_SETTING: 0 = UNSPECIFIED SETTING
 TU1517
 TU1517  HISTORY     - Date     Condition        Report By
 TU1517  HISTORY     - 1927     MONUMENTED       CGS
 TU1517  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1517  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1517  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1517  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1517
 TU1517                          STATION DESCRIPTION
 TU1517
 TU1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1517'A UNITED STATES ENGINEERS POINT, ORIGINALLY DETERMINED BY
 TU1517'THEM.  STATION IS 3 MILES SOUTHWEST OF WAIALUA, 4 MILES NORTH
 TU1517'OF SCHOFIELD BARRACKS, ON A BANK ALONG EDGE OF PINEAPPLE
 TU1517'IRRIGATION DITCH, ABOUT 200 FEET SOUTH OF WHERE ROAD CROSSES
 TU1517'DITCH AND ABOUT 1/2 MILE NORTHWEST OF A SMALL POND.  MARKED
 TU1517'BY UNITED STATES ENGINEER PLATE SET IN CONCRETE IN 5-INCH IRON
 TU1517'PIPE, AND STAMPED O REILLY.  REFERENCE MARKS ARE STANDARD DISKS
 TU1517'IN CONCRETE POSTS, NOTE 11A, AT THE FOLLOWING DISTANCES AND
 TU1517'AZIMUTHS FROM THE STATION--NO.1, 29.338 METERS (96.25 FEET),
 TU1517'211 DEG 48 MIN.  NO. 2, 9.430 METERS (30.94 FEET), 311 DEG
 TU1517'53 MIN.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1517
 TU1517                          STATION RECOVERY (1945)
 TU1517
 TU1517'RECOVERY NOTE BY US ARMY 1945
 TU1517'FROM JUNCTION OF HIGHWAY 1 AND HIGHWAY 12 JUST S OF WAIALUA,
 TU1517'PROCEED SE VIA HIGHWAY 12 FOR 2.9 MILES TO INTERSECTION WITH
 TU1517'DITCH AND DIRT ROAD LEADING NE AND SW, THENCE SW (RIGHT) 0.1
 TU1517'MILE TO STATION SITE.  STATION IS ON W BANK OF DITCH.
 TU1517'
 TU1517'STATION IS AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 TU1517'
 TU1517'REFERENCE MARKS HAVE BEEN DESTROYED, AS DITCH BED LIES WHERE
 TU1517'REFERENCE MARKS SEEMED TO HAVE BEEN LOCATED.
 TU1517
 TU1517                          STATION RECOVERY (1961)
 TU1517
 TU1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CDU)
 TU1517'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 TU1517'MARKS WERE NOT RECOVERED AND WERE PROBABLY DESTROYED WHEN AN
 TU1517'IRRIGATION DITCH WAS CONSTRUCTED IN THE VICINITY OF THE
 TU1517'STATION.  NEW DESCRIPTION FOLLOWS--
 TU1517'
 TU1517'THE STATION IS LOCATED ABOUT 5.6 MI. AIRLINE NNW OF THE
 TU1517'OUTSKIRTS OF THE TOWN OF WAHIAWA AND ABOUT 3.6 MI. ESE OF THE
 TU1517'TOWN OF WAIALUA, ALONG THE NLY EDGE OF A CONCRETE IRRIGATION
 TU1517'DITCH WHICH SEPARATES THE SUGAR CANE AND PINEAPPLE FIELDS AT
 TU1517'THAT POINT.
 TU1517'
 TU1517'TO REACH THE STATION FROM THE INTERSECTION OF KAMEHAMEHA
 TU1517'HWA. AND CALIFORNIA AVE. IN WAHIAWA, DRIVE NORTH ON KAMEHAMEHA
 TU1517'(STATE HWY 80) FOR 1.4 MI. TO JUNCTION OF STATE HWYS. 80 AND 82,
 TU1517'BEAR RIGHT AND FOLLOW KAM WHY. (STATE HWY. 82) IN A NLY DIRECTION
 TU1517'FOR 4.6 MI. TO A DIRT ROAD LEFT WHICH PARALLELS A CONCRETE
 TU1517'IRRIGATION DITCH TO THE NORTH, TURN LEFT AND PROCEED ABOUT 0.1
 TU1517'MI. TO THE STATION ON RIGHT.
 TU1517'
 TU1517'THE STATION IS MARKED BY A U.S. ENGINEERS RECTANGULAR PLATE
 TU1517'STAMPED O REILLY SET IN TOP OF A CONCRETE FILLED 5 IN. DIAMETER
 TU1517'CAST IRON PIPE.  A TYPE A HAWAIIAN TERRITORIAL SURVEY MONUMENT
 TU1517'IS CENTERED OVER THE STATION MARK.
 TU1517
 TU1517                          STATION RECOVERY (1963)
 TU1517
 TU1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1517'STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU1517'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1517'
 TU1517'STATION IS LOCATED, AIRLINE, ABOUT 5 MILES NORTHWEST OF
 TU1517'WAHIAWA AND 4 MILES EAST-SOUTHEAST OF WAIALUA, ALONG THE SOUTH
 TU1517'SIDE OF STATE HIGHWAY 82, ON THE WEST BANK, AND ON A CURVE, OF
 TU1517'AN IRRIGATION CANAL BETWEEN A SUGAR CANE FIELD AND A PINEAPPLE
 TU1517'FIELD.
 TU1517'
 TU1517'TO REACH STATION FROM THE INTERSECTION OF CALIFORNIA AVENUE AND
 TU1517'KAMEHAMEHA HIGHWAY IN WAHIAWA, FOLLOW KAMEHAMEHA HIGHWAY
 TU1517'NORTHWEST FOR 5.8 MILES TO SMALL CONCRETE BRIDGE AT CANAL
 TU1517'BETWEEN SUGAR CANE AND PINEAPPLE FIELDS.  TURN LEFT AND GO
 TU1517'SOUTHERLY ON PINEAPPLE FIELD ROAD FOR 0.15 MILE TO STATION ON
 TU1517'RIGHT, ACROSS CANAL.
 TU1517'
 TU1517'STATION MARK IS A 2 X 3-INCH BRASS PLATE, STAMPED O REILLY US,
 TU1517'SET IN THE TOP OF A 5-INCH, CAST-IRON PIPE FILLED WITH CONCRETE
 TU1517'AND PROJECTING 8 INCHES ABOVE GROUND.  A 3/8-INCH HOLE,
 TU1517'SURROUNDED BY A 1-INCH TRIANGLE, IS AT THE CENTER OF THE BRASS
 TU1517'PLATE.  STATION IS 88 YARDS NORTHWEST OF ONE FLOODGATE OF THE
 TU1517'CANAL AND 120 YARDS SOUTHWEST OF ANOTHER FLOODGATE.  A TYPE A
 TU1517'HAWAIIAN TERRITORIAL SURVEY SIGNAL IS CENTERED OVER THE STATION
 TU1517'MARK, WITH THE CONCRETE FLOOR 4 FEET ABOVE GROUND.
 TU1517'
 TU1517'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED O REILLY
 TU1517'NO 1, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU1517'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS SET ON THE WEST SLOPE
 TU1517'OF THE CANAL BANK, 9 FEET SOUTHEAST OF THE END OF A CONCRETE
 TU1517'FLUME CURVING INTO THE SUGAR CANE FIELD, AND 2 FEET LOWER THAN
 TU1517'STATION MARK.
 TU1517'
 TU1517'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED O REILLY
 TU1517'NO 2, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT IS
 TU1517'10 INCHES BELOW GROUND SURFACE.  IT IS LOCATED IN AN 18-FOOT-WIDE
 TU1517'AREA BETWEEN THE PINEAPPLE ROAD AND THE CANAL, 8 FEET EAST OF
 TU1517'CANAL BANK, 16 FEET WEST OF CENTER LINE OF ROAD, AND ABOUT 3
 TU1517'FEET LOWER THAN STATION MARK.
 TU1517
 TU1517                          STATION RECOVERY (1969)
 TU1517
 TU1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1517'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 TU1517'FOUND IN GOOD CONDITION.  A DIFFERENCE WAS NOTED ON BOTH THE
 TU1517'DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS.  DUE TO SOIL
 TU1517'EROSION IN THE VICINITY OF THE STATION AND FEARS THAT THIS WOULD
 TU1517'EVENTUALLY DESTROY THE STATION, THE HAWAII STATE SURVEY OFFICE
 TU1517'REQUESTED THAT TRIANGULATION STATION O REILLY 2 BE ESTABLISHED.
 TU1517'THE TO REACH TO THE STATION IS ADEQUATE.  THE 1969 OBSERVATIONS
 TU1517'FOLLOW.
 TU1517'
 TU1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1517'4 MILES SOUTHEAST OF WAIALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1516 ***********************************************************************
 TU1516  DESIGNATION -  O REILLY 2
 TU1516  PID         -  TU1516
 TU1516  STATE/COUNTY-  HI/HONOLULU
 TU1516  USGS QUAD   -  HALEIWA (1983)
 TU1516
 TU1516                         *CURRENT SURVEY CONTROL
 TU1516  ___________________________________________________________________
 TU1516* NAD 83(1993)-  21 33 30.28319(N)    158 03 59.72599(W)     ADJUSTED  
 TU1516* LOCAL TIDAL -       216.5    (meters)     710.     (feet)  VERT ANG  
 TU1516  ___________________________________________________________________
 TU1516  EPOCH DATE  -        1993.62
 TU1516  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 TU1516  GEOID HEIGHT-          15.19  (meters)                     GEOID03
 TU1516
 TU1516  HORZ ORDER  -  FIRST
 TU1516
 TU1516.The horizontal coordinates were established by classical geodetic methods
 TU1516.and adjusted by the National Geodetic Survey in December 1998..
 TU1516.The horizontal coordinates are valid at the epoch date displayed above.
 TU1516.The epoch date for horizontal control is a decimal equivalence
 TU1516.of Year/Month/Day.
 TU1516
 TU1516.The orthometric height was determined by vertical angle observations.
 TU1516
 TU1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1516
 TU1516.The geoid height was determined by GEOID03.
 TU1516
 TU1516;                    North         East     Units Scale Factor Converg.
 TU1516;SPC HI 3     -    43,375.777   493,102.699   MT  0.99999059   -0 01 28.1
 TU1516;UTM  04      - 2,384,239.950   596,645.885   MT  0.99971542   +0 20 34.8
 TU1516
 TU1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1516!SPC HI 3     -   0.99996359  x   0.99999059  =   0.99995418
 TU1516!UTM  04      -   0.99996359  x   0.99971542  =   0.99967902
 TU1516
 TU1516|---------------------------------------------------------------------|
 TU1516| PID    Reference Object                     Distance      Geod. Az  |
 TU1516|                                                           dddmmss.s |
 TU1516| CJ8886 O REILLY 2 RM 1                      10.950 METERS 01341     |
 TU1516| CJ8887 O REILLY 2 RM 2                      14.928 METERS 11034     |
 TU1516| TU1517 O REILLY                            234.558 METERS 22919     |
 TU1516| TU1518 6 5                                 369.735 METERS 32411     |
 TU1516|---------------------------------------------------------------------|
 TU1516
 TU1516                          SUPERSEDED SURVEY CONTROL
 TU1516
 TU1516  NAD 83(1986)-  21 33 30.23356(N)    158 03 59.73731(W) AD(       ) 1
 TU1516  OLD HI      -  21 33 41.65606(N)    158 04 09.63895(W) AD(       ) 1
 TU1516
 TU1516.Superseded values are not recommended for survey control.
 TU1516.NGS no longer adjusts projects to the OLD HI datum.
 TU1516.See file dsdata.txt to determine how the superseded data were derived.
 TU1516
 TU1516_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9664684240(NAD 83)
 TU1516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1516
 TU1516  HISTORY     - Date     Condition        Report By
 TU1516  HISTORY     - 1969     MONUMENTED       CGS
 TU1516
 TU1516                          STATION DESCRIPTION
 TU1516
 TU1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1516'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WAHIAWA,
 TU1516'4 MILES NORTHWEST OF WAIALUA AND 47-1/4 FEET SOUTHWEST OF
 TU1516'STATE HIGHWAY 82.
 TU1516'
 TU1516'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 82
 TU1516'AND CALIFORNIA AVENUE IN WAHIAWA, GO NORTHERLY ON STATE HIGHWAY
 TU1516'82 FOR 1.3 MILES TO A FORK.  KEEP RIGHT FORK, STATE HIGHWAY
 TU1516'809, FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY 82.  CONTINUE
 TU1516'NORTHERLY ON STATE HIGHWAY 82 FOR 1.75 MILES TO A SIDE ROAD
 TU1516'RIGHT.  CONTINUE NORTH AND NORTHWEST ON STATE HIGHWAY 82 FOR
 TU1516'2.5 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 TU1516'
 TU1516'THE STATION MARK IS A STANDARD DISK, STAMPED O REILLY 2 1969,
 TU1516'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TU1516'PROJECTS 3 INCHES.  IT IS 47.5 FEET SOUTHWEST OF THE CENTER OF
 TU1516'STATE HIGHWAY 82, 14.5 FEET NORTHWEST OF THE CENTER OF A DIRT
 TU1516'ROAD AND 4 FEET SOUTH OF A METAL WITNESS POST.
 TU1516'
 TU1516'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED O REILLY 2 NO 1
 TU1516'1969, CEMENTED IN A DRILL HOLE IN THE TOP-CENTER OF THE WEST
 TU1516'HEADWALL OF A CONCRETE BRIDGE.  IT IS 19.3 FEET SOUTHWEST OF
 TU1516'THE CENTER OF THE HIGHWAY, 7.5 FEET NORTHWEST OF THE SOUTHEAST
 TU1516'END OF THE HEADWALL AND 6.5 FEET SOUTHEAST OF THE NORTHWEST
 TU1516'END OF THE HEADWALL.
 TU1516'
 TU1516'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED O REILLY 2 NO 2
 TU1516'1969, SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 TU1516'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 26.0 FEET SOUTHEAST
 TU1516'OF THE CENTER OF THE DIRT ROAD, 23.0 FEET SOUTHWEST OF THE
 TU1516'CENTER OF THE HIGHWAY AND 52 FEET SOUTHEAST OF THE METAL
 TU1516'WITNESS POST.
 TU1516'
 TU1516'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION, BUT STATE
 TU1516'SURVEY 6-5 MARK WHICH IS ABOUT 0.2 MILE NORTHWEST OF THE STATION
 TU1516'WILL SERVE AS THE AZIMUTH.  (TO REACH STATE SURVEY 6-5 FROM THE
 TU1516'STATION, GO NORTHWEST ON STATE HIGHWAY 82 FOR 0.2 MILE TO THE
 TU1516'MARK ON THE RIGHT AT THE SOUTHEAST END OF A GUARD RAIL.) THE
 TU1516'MARK IS A STATE OF HAWAII SURVEY DISK, SET IN THE TOP OF A
 TU1516'9-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 TU1516'
 TU1516'IT IS 17.5 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY AND
 TU1516'4.5 FEET SOUTHEAST OF THE SOUTHEAST END OF THE METAL GUARD
 TU1516'RAIL.  THE DISK IS STAMPED 6-5 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1209 ***********************************************************************
 TU1209  DESIGNATION -  OAHU EAST BASE 1872
 TU1209  PID         -  TU1209
 TU1209  STATE/COUNTY-  HI/HONOLULU
 TU1209  USGS QUAD   -  HONOLULU (1983)
 TU1209
 TU1209                         *CURRENT SURVEY CONTROL
 TU1209  ___________________________________________________________________
 TU1209* NAD 83(1993)-  21 17 27.10149(N)    157 49 09.87272(W)     ADJUSTED  
 TU1209* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU1209  ___________________________________________________________________
 TU1209  EPOCH DATE  -        1993.62
 TU1209  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 TU1209  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1209
 TU1209  HORZ ORDER  -  THIRD
 TU1209
 TU1209.The horizontal coordinates were established by classical geodetic methods
 TU1209.and adjusted by the National Geodetic Survey in December 1998..
 TU1209.The horizontal coordinates are valid at the epoch date displayed above.
 TU1209.The epoch date for horizontal control is a decimal equivalence
 TU1209.of Year/Month/Day.
 TU1209
 TU1209.The orthometric height was scaled from a topographic map.
 TU1209
 TU1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1209
 TU1209.The geoid height was determined by GEOID03.
 TU1209
 TU1209;                    North         East     Units Scale Factor Converg.
 TU1209;SPC HI 3     -    13,761.442   518,739.329   MT  0.99999434   +0 03 56.1
 TU1209;UTM  04      - 2,354,796.805   622,464.560   MT  0.99978533   +0 25 43.4
 TU1209
 TU1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1209!SPC HI 3     -   0.99999675  x   0.99999434  =   0.99999109
 TU1209!UTM  04      -   0.99999675  x   0.99978533  =   0.99978208
 TU1209
 TU1209:                Primary Azimuth Mark                     Grid Az
 TU1209:SPC HI 3     -  OAHU WEST BASE 1872                      291 26 15.2
 TU1209:UTM  04      -  OAHU WEST BASE 1872                      291 04 27.9
 TU1209
 TU1209|---------------------------------------------------------------------|
 TU1209| PID    Reference Object                     Distance      Geod. Az  |
 TU1209|                                                           dddmmss.s |
 TU1209| TU1252 OAHU WEST BASE 1872                 APPROX. 3.0 KM 2913011.3 |
 TU1209|---------------------------------------------------------------------|
 TU1209
 TU1209                          SUPERSEDED SURVEY CONTROL
 TU1209
 TU1209  NAD 83(1986)-  21 17 27.05096(N)    157 49 09.88177(W) AD(       ) 3
 TU1209  OLD HI      -  21 17 38.43800(N)    157 49 19.75900(W) AD(       ) 3
 TU1209
 TU1209.Superseded values are not recommended for survey control.
 TU1209.NGS no longer adjusts projects to the OLD HI datum.
 TU1209.See file dsdata.txt to determine how the superseded data were derived.
 TU1209
 TU1209_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2246554797(NAD 83)
 TU1209
 TU1209  HISTORY     - Date     Condition        Report By
 TU1209  HISTORY     - 1872     MONUMENTED       HIGS
 TU1209
 TU1209                          STATION DESCRIPTION
 TU1209
 TU1209'DESCRIBED BY HAWAII GEODETIC SURVEY 1872
 TU1209'AT THE NORTHERN FOOT OF MOOILIILI RIDGE, A FEW RODS ABOVE THE
 TU1209'GOVERNMENT ROAD.  MARKED BY CROSS LINES ON COPPER BOLT IN
 TU1209'TOP OF GRANITE POST SURROUNDED BY BRICK PIER.  REPORTED IN
 TU1209'1910 AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1365 ***********************************************************************
 TU1365  DESIGNATION -  OAHU JAIL FLAG
 TU1365  PID         -  TU1365
 TU1365  STATE/COUNTY-  HI/HONOLULU
 TU1365  USGS QUAD   -  HONOLULU (1983)
 TU1365
 TU1365                         *CURRENT SURVEY CONTROL
 TU1365  ___________________________________________________________________
 TU1365* NAD 83(1993)-  21 19 47.92705(N)    157 53 00.42456(W)     ADJUSTED  
 TU1365* LOCAL TIDAL -                                                        
 TU1365  ___________________________________________________________________
 TU1365  EPOCH DATE  -        1993.62
 TU1365  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 TU1365  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU1365
 TU1365  HORZ ORDER  -  THIRD
 TU1365
 TU1365.The horizontal coordinates were established by classical geodetic methods
 TU1365.and adjusted by the National Geodetic Survey in December 1998..
 TU1365.The horizontal coordinates are valid at the epoch date displayed above.
 TU1365.The epoch date for horizontal control is a decimal equivalence
 TU1365.of Year/Month/Day.
 TU1365
 TU1365
 TU1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1365
 TU1365.The geoid height was determined by GEOID03.
 TU1365
 TU1365;                    North         East     Units Scale Factor Converg.
 TU1365;SPC HI 3     -    18,086.359   512,090.671   MT  0.99999181   +0 02 32.6
 TU1365;UTM  04      - 2,359,078.526   615,790.052   MT  0.99976568   +0 24 22.2
 TU1365
 TU1365                          SUPERSEDED SURVEY CONTROL
 TU1365
 TU1365  NAD 83(1986)-  21 19 47.87645(N)    157 53 00.43398(W) AD(       ) 4
 TU1365  OLD HI      -  21 19 59.25900(N)    157 53 10.31100(W) AD(       ) 3
 TU1365
 TU1365.Superseded values are not recommended for survey control.
 TU1365.NGS no longer adjusts projects to the OLD HI datum.
 TU1365.See file dsdata.txt to determine how the superseded data were derived.
 TU1365
 TU1365_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1579059079(NAD 83)
 TU1365
 TU1365  HISTORY     - Date     Condition        Report By
 TU1365  HISTORY     - UNK      MONUMENTED
 TU1365  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1365  HISTORY     - 19990928 GOOD             USPSQD
 TU1365
 TU1365                          STATION DESCRIPTION
 TU1365
 TU1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1365'STATION WAS IDENTIFIED BY ANGLE AT STATION PUNCHBOWL AND
 TU1365'RECOVERED.  IT IS A SHORT WHITE FLAGPOLE, WITH A GOLD BALL ON
 TU1365'TOP, MOUNTED ON THE NORTHEAST EDGE OF THE ROOF OF THE OAHU PRISON
 TU1365'DIRECTLY ABOVE THE DILLINGHAM BLVD. ENTRANCE OF THE
 TU1365'BUILDING.  PRISON IS LOCATED IN THE KALIHI DISTRICT OF HONOLULU,
 TU1365'AT THE INTERSECTION OF DILLINGHAM BLVD. AND PUUHALE RD.
 TU1365
 TU1365                          STATION RECOVERY (1999)
 TU1365
 TU1365'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1366 ***********************************************************************
 TU1366  DESIGNATION -  OAHU PEN
 TU1366  PID         -  TU1366
 TU1366  STATE/COUNTY-  HI/HONOLULU
 TU1366  USGS QUAD   -  HONOLULU (1983)
 TU1366
 TU1366                         *CURRENT SURVEY CONTROL
 TU1366  ___________________________________________________________________
 TU1366* NAD 83(1993)-  21 19 46.50880(N)    157 53 01.66664(W)     ADJUSTED  
 TU1366* LOCAL TIDAL -                                                        
 TU1366  ___________________________________________________________________
 TU1366  EPOCH DATE  -        1993.62
 TU1366  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 TU1366  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU1366
 TU1366  HORZ ORDER  -  THIRD
 TU1366
 TU1366.The horizontal coordinates were established by classical geodetic methods
 TU1366.and adjusted by the National Geodetic Survey in December 1998..
 TU1366.The horizontal coordinates are valid at the epoch date displayed above.
 TU1366.The epoch date for horizontal control is a decimal equivalence
 TU1366.of Year/Month/Day.
 TU1366
 TU1366
 TU1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1366
 TU1366.The geoid height was determined by GEOID03.
 TU1366
 TU1366;                    North         East     Units Scale Factor Converg.
 TU1366;SPC HI 3     -    18,042.714   512,054.911   MT  0.99999179   +0 02 32.2
 TU1366;UTM  04      - 2,359,034.664   615,754.578   MT  0.99976557   +0 24 21.8
 TU1366
 TU1366                          SUPERSEDED SURVEY CONTROL
 TU1366
 TU1366  NAD 83(1986)-  21 19 46.45972(N)    157 53 01.67648(W) AD(       ) 4
 TU1366  OLD HI      -  21 19 57.86300(N)    157 53 11.57000(W) AD(       ) 3
 TU1366
 TU1366.Superseded values are not recommended for survey control.
 TU1366.NGS no longer adjusts projects to the OLD HI datum.
 TU1366.See file dsdata.txt to determine how the superseded data were derived.
 TU1366
 TU1366_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1575559035(NAD 83)
 TU1366
 TU1366  HISTORY     - Date     Condition        Report By
 TU1366  HISTORY     - 1925     MONUMENTED       CGS
 TU1366  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1366  HISTORY     - 19990928 GOOD             USPSQD
 TU1366
 TU1366                          STATION DESCRIPTION
 TU1366
 TU1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1366'IN SOUTHERN OAHU, ABOUT 2 MILES NORTHWEST OF HONOLULU, THE
 TU1366'TOWER OF THE OAHU JAIL, SQUARE, FLAT ON TOP, CEMENT COLOR,
 TU1366'WITH TWO NARROW WINDOWS IN EACH SIDE.
 TU1366
 TU1366                          STATION RECOVERY (1964)
 TU1366
 TU1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1366'STATION WAS IDENTIFIED BY ANGLE AT STATION SALT LAKE AND
 TU1366'RECOVERED.  IT IS A LOW, SQUARE, FLAT-TOPPED GREY, CONCRETE
 TU1366'TOWER, WITH TWO LONG, NARROW WINDOWS SET VERTICALLY IN EACH
 TU1366'SIDE.  THE TOWER SETS ON THE ROOF OF A LONG BUILDING SETTING
 TU1366'DIAGONALLY IN THE PRISON YARD AND IS THE HIGHEST STRUCTURE
 TU1366'AT THE PRISON.  LOCATED AT THE OAHU PRISON, AT INTERSECTION OF
 TU1366'DILLINGHAM BLVD. AND PUUHALE RD., IN THE KALIHI DISTRICT OF
 TU1366'HONOLULU, ABOUT 2 MILES NORTHWEST OF CENTER OF HONOLULU.
 TU1366
 TU1366                          STATION RECOVERY (1999)
 TU1366
 TU1366'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1252 ***********************************************************************
 TU1252  DESIGNATION -  OAHU WEST BASE 1872
 TU1252  PID         -  TU1252
 TU1252  STATE/COUNTY-  HI/HONOLULU
 TU1252  USGS QUAD   -  HONOLULU (1983)
 TU1252
 TU1252                         *CURRENT SURVEY CONTROL
 TU1252  ___________________________________________________________________
 TU1252* NAD 83(1993)-  21 18 02.54891(N)    157 50 45.90280(W)     ADJUSTED  
 TU1252* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1252  ___________________________________________________________________
 TU1252  EPOCH DATE  -        1993.62
 TU1252  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 TU1252  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1252
 TU1252  HORZ ORDER  -  THIRD
 TU1252
 TU1252.The horizontal coordinates were established by classical geodetic methods
 TU1252.and adjusted by the National Geodetic Survey in December 1998..
 TU1252.The horizontal coordinates are valid at the epoch date displayed above.
 TU1252.The epoch date for horizontal control is a decimal equivalence
 TU1252.of Year/Month/Day.
 TU1252
 TU1252.The orthometric height was scaled from a topographic map.
 TU1252
 TU1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1252
 TU1252.The geoid height was determined by GEOID03.
 TU1252
 TU1252;                    North         East     Units Scale Factor Converg.
 TU1252;SPC HI 3     -    14,848.714   515,970.280   MT  0.99999315   +0 03 21.3
 TU1252;UTM  04      - 2,355,866.273   619,689.264   MT  0.99977702   +0 25 09.2
 TU1252
 TU1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1252!SPC HI 3     -   0.99999691  x   0.99999315  =   0.99999006
 TU1252!UTM  04      -   0.99999691  x   0.99977702  =   0.99977393
 TU1252
 TU1252:                Primary Azimuth Mark                     Grid Az
 TU1252:SPC HI 3     -  PUU OHIA RESET=TANTALUS                  042 27 21.4
 TU1252:UTM  04      -  PUU OHIA RESET=TANTALUS                  042 05 33.5
 TU1252
 TU1252|---------------------------------------------------------------------|
 TU1252| PID    Reference Object                     Distance      Geod. Az  |
 TU1252|                                                           dddmmss.s |
 TU1252| TU1203 PUU OHIA RESET=TANTALUS             APPROX. 4.8 KM 0423042.7 |
 TU1252|---------------------------------------------------------------------|
 TU1252
 TU1252                          SUPERSEDED SURVEY CONTROL
 TU1252
 TU1252  NAD 83(1986)-  21 18 02.49867(N)    157 50 45.91252(W) AD(       ) 3
 TU1252  OLD HI      -  21 18 13.88900(N)    157 50 55.79600(W) AD(       ) 3
 TU1252
 TU1252.Superseded values are not recommended for survey control.
 TU1252.NGS no longer adjusts projects to the OLD HI datum.
 TU1252.See file dsdata.txt to determine how the superseded data were derived.
 TU1252
 TU1252_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1968955866(NAD 83)
 TU1252
 TU1252  HISTORY     - Date     Condition        Report By
 TU1252  HISTORY     - 1872     MONUMENTED       COASUR
 TU1252  HISTORY     - 1910     SEE DESCRIPTION  CGS
 TU1252  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1252  HISTORY     - 19990526 MARK NOT FOUND   USPSQD
 TU1252
 TU1252                          STATION DESCRIPTION
 TU1252
 TU1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1252'IN THE SOUTHEASTERN SUBURB OF HONOLULU, IN LOT NO. 53, EAST OF
 TU1252'KING STREET, IN GRANT 294 TO R. ARMSTRONG.  MARKED BY A GRANITE
 TU1252'POST SET IN A PIER OF SOLID MASONRY, IN TOP OF WHICH IS COPPER
 TU1252'BOLT MARKED WITH CROSS LINES.
 TU1252
 TU1252                          STATION RECOVERY (1963)
 TU1252
 TU1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1252'STATION WAS RECOVERED AS A RESULT OF DATA OBTAINED FROM THE
 TU1252'FILES OF THE STATE OF HAWAII SURVEY OFFICE.  WHEN A SERVICE
 TU1252'STATION WAS TO BE BUILT ON THE PROPERTY THEY WERE NOTIFIED
 TU1252'THAT NEW FILL WOULD COVER THE MARK, SO TOOK STEPS TO PRESERVE
 TU1252'IT.  FOLLOWING IS A QUOTE FROM THEIR FIELD RECORD BOOK NO. 1629
 TU1252'NOTE--STREET MONUMENT RESET OVER WEST BASE STATION JULY 16
 TU1252'AND 23, 1958, BRASS PIN SET IN CONCRETE JULY 23, 1958.  A
 TU1252'COMPLETE DESCRIPTION FOLLOWS--
 TU1252'
 TU1252'STATION IS LOCATED ABOUT 1 MILE EAST-SOUTHEAST ALONG SOUTH
 TU1252'KING STREET FROM THE FEDERAL BUILDING IN HONOLULU, IN THE
 TU1252'NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH KING AND PENSACOLA
 TU1252'STREETS, AT THE SOUTHWEST CORNER OF THE FLYING A SERVICE STATION
 TU1252'PROPERTY AT 1096 S. KING STREET.
 TU1252'
 TU1252'STATION MARK IS A 3/8-INCH BRASS PIN, PROJECTING ABOUT 1 INCH
 TU1252'FROM THE TOP OF A 3-INCH-DIAMETER, CONCRETE POST PLUMBED OVER
 TU1252'ORIGINAL STATION MARK.  IT IS 30 FEET NORTHEAST OF THE NORTHEAST
 TU1252'CURB OF S. KING STREET, 32.74 FEET NORTHEAST OF A 4-INCH,
 TU1252'CHISELED CROSS IN THE CONCRETE GUTTER, 19 FEET EAST-SOUTHEAST
 TU1252'OF AN IRON LIGHT-POLE, AND 139.67 FEET, IN AZIMUTH 124 DEG
 TU1252'15 MIN, FROM THE STREET SURVEY MONUMENT AT INTERSECTION OF
 TU1252'S. KING AND PENSACOLA STREETS.  THE MARK IS 6 INCHES BELOW
 TU1252'ASPHALT SURFACING AND IS COVERED BY A 7-INCH, IRON HAND-HOLE
 TU1252'COVER.
 TU1252
 TU1252                          STATION RECOVERY (1999)
 TU1252
 TU1252'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0960 ***********************************************************************
 TU0960  DESIGNATION -  OBSERVATORY USGS
 TU0960  PID         -  TU0960
 TU0960  STATE/COUNTY-  HI/HAWAII
 TU0960  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0960
 TU0960                         *CURRENT SURVEY CONTROL
 TU0960  ___________________________________________________________________
 TU0960* NAD 83(1993)-  19 25 44.05115(N)    155 15 31.06916(W)     ADJUSTED  
 TU0960* LOCAL TIDAL -      1212.98   (meters)    3979.6    (feet)  LEVELING  
 TU0960  ___________________________________________________________________
 TU0960  EPOCH DATE  -        1993.62
 TU0960  LAPLACE CORR-         -14.37  (seconds)                    DEFLEC99
 TU0960  GEOID HEIGHT-          22.53  (meters)                     GEOID03
 TU0960
 TU0960  HORZ ORDER  -  THIRD
 TU0960  VERT ORDER  -  THIRD
 TU0960
 TU0960.The horizontal coordinates were established by classical geodetic methods
 TU0960.and adjusted by the National Geodetic Survey in December 1998..
 TU0960.The horizontal coordinates are valid at the epoch date displayed above.
 TU0960.The epoch date for horizontal control is a decimal equivalence
 TU0960.of Year/Month/Day.
 TU0960
 TU0960.The orthometric height was determined by differential leveling.
 TU0960.The vertical network tie was performed by a horz. field party for horz.
 TU0960.obs reductions. Reset procedures were used to establish the elevation.
 TU0960
 TU0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0960
 TU0960.The geoid height was determined by GEOID03.
 TU0960
 TU0960;                    North         East     Units Scale Factor Converg.
 TU0960;SPC HI 1     -    65,941.353   525,347.689   MT  0.99997461   +0 04 49.0
 TU0960;UTM  05      - 2,149,841.168   262,846.943   MT  1.00029524   -0 45 06.0
 TU0960
 TU0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0960!SPC HI 1     -   0.99980582  x   0.99997461  =   0.99978043
 TU0960!UTM  05      -   0.99980582  x   1.00029524  =   1.00010100
 TU0960
 TU0960:                Primary Azimuth Mark                     Grid Az
 TU0960:SPC HI 1     -  AHUA KAMOKUKOLAU                         188 00 45.2
 TU0960:UTM  05      -  AHUA KAMOKUKOLAU                         188 50 40.2
 TU0960
 TU0960|---------------------------------------------------------------------|
 TU0960| PID    Reference Object                     Distance      Geod. Az  |
 TU0960|                                                           dddmmss.s |
 TU0960| TU2377 AHUA KAMOKUKOLAU                    APPROX. 5.6 KM 1880534.2 |
 TU0960|---------------------------------------------------------------------|
 TU0960
 TU0960                          SUPERSEDED SURVEY CONTROL
 TU0960
 TU0960  NAD 83(1986)-  19 25 44.00706(N)    155 15 31.09961(W) AD(       ) 3
 TU0960  OLD HI      -  19 25 55.83800(N)    155 15 41.09200(W) AD(       ) 3
 TU0960
 TU0960.Superseded values are not recommended for survey control.
 TU0960.NGS no longer adjusts projects to the OLD HI datum.
 TU0960.See file dsdata.txt to determine how the superseded data were derived.
 TU0960
 TU0960_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6284749841(NAD 83)
 TU0960_MARKER: Z = SEE DESCRIPTION
 TU0960_SETTING: 0 = UNSPECIFIED SETTING
 TU0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0960
 TU0960  HISTORY     - Date     Condition        Report By
 TU0960  HISTORY     - 1920     MONUMENTED       USGS
 TU0960  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU0960  HISTORY     - 20041020 GOOD             USPSQD
 TU0960
 TU0960                          STATION DESCRIPTION
 TU0960
 TU0960'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU0960'IN SOUTHEAST HAWAII, AT THE HAWAIIAN VOLCANO OBSERVATORY, KILAUEA
 TU0960'VOLCANO, IN THE CENTER OF THE TOP OF THE CONCRETE PIER PROJECTING
 TU0960'UP THROUGH THE FLOOR OF THE FRONT PORCH OF THE OBSERVATORY
 TU0960'BUILDING.  MARK, A BRONZE TABLET CEMENTED IN THE CONCRETE.
 TU0960
 TU0960                          STATION RECOVERY (1967)
 TU0960
 TU0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU0960'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER THE
 TU0960'OBSERVATORY BUILDING MENTIONED IN ORIGINAL DESCRIPTION HAS BEEN
 TU0960'REMOVED AND THE STATION NOW SETS IN LAWN AREA ON WEST SIDE OF THE
 TU0960'VOLCANO HOUSE HOTEL, ABOUT 500 FEET SOUTHWEST OF THE PARK
 TU0960'HEADQUARTERS BUILDING.
 TU0960'
 TU0960'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 3979, SET
 TU0960'IN THE TOP OF AN 18-INCH-SQUARE CONCRETE MONUMENT 7 FEET TALL
 TU0960'AND WITH 4 VANES AT THE BOTTOM.  IT IS 27 FEET SOUTHWEST OF THE
 TU0960'HOTEL WALL, OPPOSITE THE POINT WHERE A GLASSED-IN WALKWAY BEGINS,
 TU0960'AND IS AT THE BASE OF A LAWN TERRACE.
 TU0960
 TU0960                          STATION RECOVERY (2004)
 TU0960
 TU0960'RECOVERY NOTE BY US POWER SQUADRON 2004 (JN)
 TU0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1447 ***********************************************************************
 TU1447  DESIGNATION -  OFFSET MONUMENT 3
 TU1447  PID         -  TU1447
 TU1447  STATE/COUNTY-  HI/HONOLULU
 TU1447  USGS QUAD   -  HONOLULU (1983)
 TU1447
 TU1447                         *CURRENT SURVEY CONTROL
 TU1447  ___________________________________________________________________
 TU1447* NAD 83(1993)-  21 20 46.22149(N)    157 53 37.54859(W)     ADJUSTED  
 TU1447* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1447  ___________________________________________________________________
 TU1447  EPOCH DATE  -        1993.62
 TU1447  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 TU1447  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1447
 TU1447  HORZ ORDER  -  THIRD
 TU1447
 TU1447.The horizontal coordinates were established by classical geodetic methods
 TU1447.and adjusted by the National Geodetic Survey in December 1998..
 TU1447.The horizontal coordinates are valid at the epoch date displayed above.
 TU1447.The epoch date for horizontal control is a decimal equivalence
 TU1447.of Year/Month/Day.
 TU1447
 TU1447.The orthometric height was scaled from a topographic map.
 TU1447
 TU1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1447
 TU1447.The geoid height was determined by GEOID03.
 TU1447
 TU1447;                    North         East     Units Scale Factor Converg.
 TU1447;SPC HI 3     -    19,878.489   511,019.678   MT  0.99999150   +0 02 19.2
 TU1447;UTM  04      - 2,360,863.410   614,707.944   MT  0.99976259   +0 24 09.8
 TU1447
 TU1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1447!SPC HI 3     -   0.99999721  x   0.99999150  =   0.99998871
 TU1447!UTM  04      -   0.99999721  x   0.99976259  =   0.99975980
 TU1447
 TU1447|---------------------------------------------------------------------|
 TU1447| PID    Reference Object                     Distance      Geod. Az  |
 TU1447|                                                           dddmmss.s |
 TU1447| TU1446 LUA                                 199.896 METERS 01200     |
 TU1447| TU1364 STATE SURVEY 1 2 1969               APPROX. 2.6 KM 0332840.0 |
 TU1447| TU1444 AHUA OVERPASS                       231.249 METERS 15748     |
 TU1447|---------------------------------------------------------------------|
 TU1447
 TU1447                          SUPERSEDED SURVEY CONTROL
 TU1447
 TU1447  NAD 83(1986)-  21 20 46.17097(N)    157 53 37.55810(W) AD(       ) 3
 TU1447  OLD HI      -  21 20 57.56692(N)    157 53 47.43783(W) AD(       ) 3
 TU1447
 TU1447.Superseded values are not recommended for survey control.
 TU1447.NGS no longer adjusts projects to the OLD HI datum.
 TU1447.See file dsdata.txt to determine how the superseded data were derived.
 TU1447
 TU1447_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1470860863(NAD 83)
 TU1447
 TU1447  HISTORY     - Date     Condition        Report By
 TU1447  HISTORY     - 1971     MONUMENTED       HIDT
 TU1447
 TU1447                          STATION DESCRIPTION
 TU1447
 TU1447'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971
 TU1447'STATION IS LOCATED ON THE NORTHERLY SIDE OF MOANALUA ROAD ON A
 TU1447'4.0 FT. CONCRETE SIDEWALK ON THE SOUTHERLY SIDE OF MOANALUA PARK.
 TU1447'
 TU1447'TO REACH STATION FROM THE U.S. ARMY, FORT SHAFTER SIMON BOLIVAR
 TU1447'BUCHNER GATE, HEAD 0.35 MILE NORTHWEST ALONG KAUA ST. TO THE
 TU1447'INTERSECTION AT MOANALUA ROAD, CONTINUE 0.15 MILE IN A
 TU1447'NORTHWESTERLY DIRECTION ALONG MOANALUA ROAD TO STATION.
 TU1447'
 TU1447'STATION MARK IS A + CUT ON A 4.0 FEET CONCRETE SIDEWALK
 TU1447'RUNNING PARALLEL WITH MOANALUA ROAD.  TIES TO STATION ARE--SE
 TU1447'81.4 FT. FROM A UTILITY POLE, S 4.7 FT. FROM A HIGHWAY MARKER SET
 TU1447'IN CONCRETE MARKED S-219, W 89.5 FT. FROM A TREE NEXT TO MOANALUA
 TU1447'STREAM, NW 47.6 FT. FROM A UTILITY POLE, NE 2.0 FT. FROM THE
 TU1447'SOUTHERLY FACE OF THE SIDEWALK CURBING AND NE 50.0 FT. FROM A
 TU1447'HIGHWAY MONUMENT, BRASS PIN SET IN CONCRETE, IN THE CENTER OF
 TU1447'A MEDIAL STRIP OF MOANALUA ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3609 ***********************************************************************
 AA3609  SACS        -  This is a Secondary Airport Control Station.
 AA3609  DESIGNATION -  OGG AP STA A
 AA3609  PID         -  AA3609
 AA3609  STATE/COUNTY-  HI/MAUI
 AA3609  USGS QUAD   -  PAIA (1997)
 AA3609
 AA3609                         *CURRENT SURVEY CONTROL
 AA3609  ___________________________________________________________________
 AA3609* NAD 83(1993)-  20 53 20.02999(N)    156 26 09.46199(W)     ADJUSTED  
 AA3609* LOCAL TIDAL -        16.4    (meters)      54.     (feet)  GPS OBS   
 AA3609  ___________________________________________________________________
 AA3609  EPOCH DATE  -        1993.62
 AA3609  X           -  -5,464,386.637 (meters)                     COMP
 AA3609  Y           -  -2,383,248.583 (meters)                     COMP
 AA3609  Z           -   2,259,918.485 (meters)                     COMP
 AA3609  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AA3609  ELLIP HEIGHT-          32.54  (meters)          (11/30/94) GPS OBS
 AA3609  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 AA3609
 AA3609  HORZ ORDER  -  FIRST
 AA3609  ELLP ORDER  -  FIFTH     CLASS I
 AA3609
 AA3609.This mark is at Kahului Airport  (OGG)
 AA3609
 AA3609.The horizontal coordinates were established by GPS observations
 AA3609.and adjusted by the National Geodetic Survey in November 1994..
 AA3609.No horizontal observational check was made to the station.
 AA3609.The horizontal coordinates are valid at the epoch date displayed above.
 AA3609.The epoch date for horizontal control is a decimal equivalence
 AA3609.of Year/Month/Day.
 AA3609
 AA3609.The orthometric height was determined by GPS observations and a
 AA3609.high-resolution geoid model.
 AA3609.No vertical observational check was made to the station.
 AA3609
 AA3609.GPS derived orthometric heights for airport stations designated as
 AA3609.PACS or SACS are published to 2 decimal places.  This maintains
 AA3609.centimeter relative accuracy between the PACS and SACS.  It does
 AA3609.not indicate centimeter accuracy relative to other marks which are
 AA3609.part of the NAVD 88 network.
 AA3609
 AA3609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3609
 AA3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3609
 AA3609.The ellipsoidal height was determined by GPS observations
 AA3609.and is referenced to NAD 83.
 AA3609
 AA3609.The geoid height was determined by GEOID03.
 AA3609
 AA3609;                    North         East     Units Scale Factor Converg.
 AA3609;SPC HI 2     -    61,522.780   524,003.445   MT  0.99997378   +0 04 56.1
 AA3609;UTM  04      - 2,311,980.751   766,741.007   MT  1.00047938   +0 54 53.2
 AA3609
 AA3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3609!SPC HI 2     -   0.99999489  x   0.99997378  =   0.99996867
 AA3609!UTM  04      -   0.99999489  x   1.00047938  =   1.00047426
 AA3609
 AA3609:                Primary Azimuth Mark                     Grid Az
 AA3609:SPC HI 2     -  OGG ARP 2                                027 27 21.7
 AA3609:UTM  04      -  OGG ARP 2                                026 37 24.6
 AA3609
 AA3609|---------------------------------------------------------------------|
 AA3609| PID    Reference Object                     Distance      Geod. Az  |
 AA3609|                                                           dddmmss.s |
 AA3609| AA3608 OGG ARP 2                           APPROX. 1.0 KM 0273217.8 |
 AA3609|---------------------------------------------------------------------|
 AA3609
 AA3609                          SUPERSEDED SURVEY CONTROL
 AA3609
 AA3609.No superseded survey control is available for this station.
 AA3609
 AA3609_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6674111981(NAD 83)
 AA3609_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3609_SP_SET: CONCRETE POST
 AA3609_STAMPING: AP 1963 STA A
 AA3609_MARK LOGO: CGS   
 AA3609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3609+STABILITY: SURFACE MOTION
 AA3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3609+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AA3609
 AA3609  HISTORY     - Date     Condition        Report By
 AA3609  HISTORY     - 1963     MONUMENTED       CGS
 AA3609  HISTORY     - 19940305 GOOD             NGS
 AA3609
 AA3609                          STATION DESCRIPTION
 AA3609
 AA3609'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LFV)
 AA3609'THE STATION IS LOCATED ON THE KAHULAI AIRPORT E OF THE TOWN OF KAHULUI
 AA3609'ON THE ISLAND OF MAUI, HAWAII. THE STATION IS LOCATED NEAR RUNWAY END
 AA3609'2. IT IS 205.5 FT (62.6 M) S OF RUNWAY LIGHT R-1, 150 FT (45.7 M) SE
 AA3609'OF THE PHYSICAL CENTERLINE END OF THE RUNWAY, 50.8 FT (15.5 M) SE OF
 AA3609'THE TAXIWAY CENTERLINE , 1.7 FT (0.5 M) NE OF THE SW EDGE OF THE
 AA3609'PAVING, AND 40.1 FT (12.2 M) ESE OF A CAPPED OFF THRESHOLD LIGHT THAT
 AA3609'LIES E OF THE EASTERN MOST THRESHOLD LIGHT. THE STATION IS SET FLUSH
 AA3609'WITH THE GROUND.
 AA3609
 AA3609                          STATION RECOVERY (1994)
 AA3609
 AA3609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3609'LOCATED NEAR RUNWAY END 2, 204.5 FEET (62.3 M) SOUTH OF RUNWAY LIGHT R
 AA3609'1, 150 FEET (45.7 M) SOUTHEAST OF THE PHYSICAL CENTERLINE END OF THE
 AA3609'RUNWAY, 50.8 FT (15.5 M) SOUTHWEST OF THE TAXIWAY CENTERLINE, AND 1.7
 AA3609'FT (0.5 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE PAVING.  A STANDARD
 AA3609'TOPO DISK, STAMPED AP 1963 STA A, SET IN THE TOP OF A SQUARE CONCRETE
 AA3609'MONUMENT, THAT IS FLUSH WITH THE PAVEMENT.  THE DISK IS 40.1 FT (12.2
 AA3609'M) ESE OF THE EASTERNMOST OF FOUR THRESHOLD LIGHTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3610 ***********************************************************************
 AA3610  SACS        -  This is a Secondary Airport Control Station.
 AA3610  DESIGNATION -  OGG AP STA B
 AA3610  PID         -  AA3610
 AA3610  STATE/COUNTY-  HI/MAUI
 AA3610  USGS QUAD   -  PAIA (1997)
 AA3610
 AA3610                         *CURRENT SURVEY CONTROL
 AA3610  ___________________________________________________________________
 AA3610* NAD 83(1993)-  20 54 16.85353(N)    156 25 27.17642(W)     ADJUSTED  
 AA3610* LOCAL TIDAL -         3.9    (meters)      13.     (feet)  GPS OBS   
 AA3610  ___________________________________________________________________
 AA3610  EPOCH DATE  -        1993.62
 AA3610  X           -  -5,463,315.820 (meters)                     COMP
 AA3610  Y           -  -2,384,114.736 (meters)                     COMP
 AA3610  Z           -   2,261,546.611 (meters)                     COMP
 AA3610  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AA3610  ELLIP HEIGHT-          19.91  (meters)          (11/30/94) GPS OBS
 AA3610  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 AA3610
 AA3610  HORZ ORDER  -  FIRST
 AA3610  ELLP ORDER  -  FIFTH     CLASS I
 AA3610
 AA3610.This mark is at Kahului Airport  (OGG)
 AA3610
 AA3610.The horizontal coordinates were established by GPS observations
 AA3610.and adjusted by the National Geodetic Survey in November 1994..
 AA3610.No horizontal observational check was made to the station.
 AA3610.The horizontal coordinates are valid at the epoch date displayed above.
 AA3610.The epoch date for horizontal control is a decimal equivalence
 AA3610.of Year/Month/Day.
 AA3610
 AA3610.The orthometric height was determined by GPS observations and a
 AA3610.high-resolution geoid model.
 AA3610.No vertical observational check was made to the station.
 AA3610
 AA3610.GPS derived orthometric heights for airport stations designated as
 AA3610.PACS or SACS are published to 2 decimal places.  This maintains
 AA3610.centimeter relative accuracy between the PACS and SACS.  It does
 AA3610.not indicate centimeter accuracy relative to other marks which are
 AA3610.part of the NAVD 88 network.
 AA3610
 AA3610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3610
 AA3610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3610
 AA3610.The ellipsoidal height was determined by GPS observations
 AA3610.and is referenced to NAD 83.
 AA3610
 AA3610.The geoid height was determined by GEOID03.
 AA3610
 AA3610;                    North         East     Units Scale Factor Converg.
 AA3610;SPC HI 2     -    63,272.104   525,222.912   MT  0.99997453   +0 05 11.4
 AA3610;UTM  04      - 2,313,748.514   767,935.527   MT  1.00048727   +0 55 10.7
 AA3610
 AA3610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3610!SPC HI 2     -   0.99999687  x   0.99997453  =   0.99997140
 AA3610!UTM  04      -   0.99999687  x   1.00048727  =   1.00048414
 AA3610
 AA3610:                Primary Azimuth Mark                     Grid Az
 AA3610:SPC HI 2     -  OGG ARP 2                                221 56 16.9
 AA3610:UTM  04      -  OGG ARP 2                                221 06 17.6
 AA3610
 AA3610|---------------------------------------------------------------------|
 AA3610| PID    Reference Object                     Distance      Geod. Az  |
 AA3610|                                                           dddmmss.s |
 AA3610| AA3608 OGG ARP 2                           APPROX. 1.1 KM 2220128.3 |
 AA3610|---------------------------------------------------------------------|
 AA3610
 AA3610                          SUPERSEDED SURVEY CONTROL
 AA3610
 AA3610.No superseded survey control is available for this station.
 AA3610
 AA3610_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6793613749(NAD 83)
 AA3610_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3610_SP_SET: CONCRETE POST
 AA3610_STAMPING: AP 1963 STA B
 AA3610_MARK LOGO: NGS   
 AA3610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3610+STABILITY: SURFACE MOTION
 AA3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3610+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AA3610
 AA3610  HISTORY     - Date     Condition        Report By
 AA3610  HISTORY     - 1963     MONUMENTED       NGS
 AA3610  HISTORY     - 19940305 GOOD             NGS
 AA3610
 AA3610                          STATION DESCRIPTION
 AA3610
 AA3610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 (LFV)
 AA3610'THE STATION IS LOCATED AT THE KAHULUI AIRPORT E OF THE TOWN OF KAHULUI
 AA3610'ON THE ISLAND OF MAUI, HAWAII. THE STATION IS LOCATED ON THE NE
 AA3610'SECTION OF THE AIRPORT NEAR RUNWAY END 20.  IT IS 150 FT (45.7 M) SE
 AA3610'OF THE CENTERLINE END OF THE RUNWAY, 25.2 FT (7.7 M) SE OF TAXIWAY
 AA3610'LIGHT X-32, 15 FT (4.6 M) NE OF THE NE EDGE OF THE TAXIWAY PAVING.
 AA3610'THE STATION IS SET FLUSH WITH THE GROUND.
 AA3610
 AA3610                          STATION RECOVERY (1994)
 AA3610
 AA3610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3610'THIS STATION IS LOCATED IN THE NORTHEASTERN SECTION OF THE KAHULUI
 AA3610'AIRPORT, NEAR RUNWAY END 20.  IT IS 150 FEET (45.7 M) SOUTHEAST OF THE
 AA3610'CENTERLINE END OF THE RUNWAY, 25.2 FEET (7.7 M) SOUTHEAST OF TAXIWAY
 AA3610'LIGHT 32, 15 FEET (4.6 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AA3610'TAXIWAY PAVING.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 13
 AA3610'INCH CONCRETE POST FLUSH WITH THE GROUND AND STAMPED AP 1963 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3608 ***********************************************************************
 AA3608  FBN         -  This is a Federal Base Network Control Station.
 AA3608  PACS        -  This is a Primary Airport Control Station.
 AA3608  DESIGNATION -  OGG ARP 2
 AA3608  PID         -  AA3608
 AA3608  STATE/COUNTY-  HI/MAUI
 AA3608  USGS QUAD   -  PAIA (1997)
 AA3608
 AA3608                         *CURRENT SURVEY CONTROL
 AA3608  ___________________________________________________________________
 AA3608* NAD 83(1993)-  20 53 50.23672(N)    156 25 52.70120(W)     ADJUSTED  
 AA3608* LOCAL TIDAL -         7.53   (meters)      24.7    (feet)  GPS OBS   
 AA3608  ___________________________________________________________________
 AA3608  EPOCH DATE  -        1993.62
 AA3608  X           -  -5,463,881.647 (meters)                     COMP
 AA3608  Y           -  -2,383,556.797 (meters)                     COMP
 AA3608  Z           -   2,260,783.209 (meters)                     COMP
 AA3608  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AA3608  ELLIP HEIGHT-          23.61  (meters)          (11/30/94) GPS OBS
 AA3608  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 AA3608
 AA3608  HORZ ORDER  -  A
 AA3608  ELLP ORDER  -  THIRD     CLASS II
 AA3608
 AA3608.This mark is at Kahului Airport  (OGG)
 AA3608
 AA3608.The horizontal coordinates were established by GPS observations
 AA3608.and adjusted by the National Geodetic Survey in November 1994..
 AA3608.The horizontal coordinates are valid at the epoch date displayed above.
 AA3608.The epoch date for horizontal control is a decimal equivalence
 AA3608.of Year/Month/Day.
 AA3608
 AA3608.The orthometric height was determined by GPS observations and a
 AA3608.high-resolution geoid model.
 AA3608
 AA3608.GPS derived orthometric heights for airport stations designated as
 AA3608.PACS or SACS are published to 2 decimal places.  This maintains
 AA3608.centimeter relative accuracy between the PACS and SACS.  It does
 AA3608.not indicate centimeter accuracy relative to other marks which are
 AA3608.part of the NAVD 88 network.
 AA3608
 AA3608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3608
 AA3608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3608
 AA3608.The ellipsoidal height was determined by GPS observations
 AA3608.and is referenced to NAD 83.
 AA3608
 AA3608.The geoid height was determined by GEOID03.
 AA3608
 AA3608;                    North         East     Units Scale Factor Converg.
 AA3608;SPC HI 2     -    62,452.446   524,486.492   MT  0.99997407   +0 05 02.2
 AA3608;UTM  04      - 2,312,917.813   767,210.730   MT  1.00048248   +0 55 00.4
 AA3608
 AA3608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3608!SPC HI 2     -   0.99999629  x   0.99997407  =   0.99997036
 AA3608!UTM  04      -   0.99999629  x   1.00048248  =   1.00047877
 AA3608
 AA3608:                Primary Azimuth Mark                     Grid Az
 AA3608:SPC HI 2     -  OGG AP STA B                             041 56 17.0
 AA3608:UTM  04      -  OGG AP STA B                             041 06 18.8
 AA3608
 AA3608|---------------------------------------------------------------------|
 AA3608| PID    Reference Object                     Distance      Geod. Az  |
 AA3608|                                                           dddmmss.s |
 AA3608| AA3610 OGG AP STA B                        APPROX. 1.1 KM 0420119.2 |
 AA3608| AA3609 OGG AP STA A                        APPROX. 1.0 KM 2073223.7 |
 AA3608|---------------------------------------------------------------------|
 AA3608
 AA3608                          SUPERSEDED SURVEY CONTROL
 AA3608
 AA3608.No superseded survey control is available for this station.
 AA3608
 AA3608_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6721112918(NAD 83)
 AA3608_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3608_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA3608+WITH SETTING: PAVEMENT
 AA3608_SP_SET: STORM DRAIN
 AA3608_STAMPING: ARP 2 1973 OGG
 AA3608_MARK LOGO: NGS   
 AA3608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3608+SATELLITE: SATELLITE OBSERVATIONS - 1973
 AA3608
 AA3608  HISTORY     - Date     Condition        Report By
 AA3608  HISTORY     - 1973     MONUMENTED       NGS
 AA3608  HISTORY     - 19940305 GOOD             NGS
 AA3608
 AA3608                          STATION DESCRIPTION
 AA3608
 AA3608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 AA3608'THE STATION IS LOCATED ON THE KAHULUI AIRPORT E OF THE TOWN OF KAHULUI
 AA3608'ON THE ISLAND OF MAUI, HAWAII. THE STATION IS LOCATED NEAR THE CENTER
 AA3608'OF THE AIRPORT, 253.5 FT (77.3 M) N OF RUNWAY LIGHT R-32, 184.8 FT
 AA3608'(56.3 M) NW OF RUNWAY LIGHT R-34, 151.0 FT (46.0 M) SE OF THE
 AA3608'CENTERLINE OF A TAXIWAY, 118.5 FT (36.1 M) SW OF THE CENTERLINE OF A
 AA3608'TAXIWAY, AND SET IN THE N CORNER OF A 14 FT (4.3 M) SQUARE CONCRETE
 AA3608'STORM DRAIN.
 AA3608
 AA3608                          STATION RECOVERY (1994)
 AA3608
 AA3608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 AA3608'LOCATED NEAR THE CENTER OF THE AIRPORT, 253.5 FEET (77.3 M) NORTH OF
 AA3608'RUNWAY LIGHT R 32, 184.8 FEET (56.3 M) NORTHWEST OF RUNWAY LIGHT R 34,
 AA3608'151.0 FEET (46.0 M) SE OF THE C/L OF A TAXIWAY, 118.5 FEET (36.1 M)
 AA3608'SOUTHWEST OF THE C/L OF A TAXIWAY, AND SET IN THE NORTH CORNER, 5
 AA3608'INCHES FROM EACH EDGE, OF A 14 FT (4.3 M) SQUARE CONCRETE STORM DRAIN.
 AA3608'A STANDARD TOPO DISK STAMPED ARP 2 1973 OGG.  AND CEMENTED INTO A
 AA3608'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2819 ***********************************************************************
 TU2819  DESIGNATION -  OHAI RESET
 TU2819  PID         -  TU2819
 TU2819  STATE/COUNTY-  HI/MAUI
 TU2819  USGS QUAD   -  KIPAHULU (1983)
 TU2819
 TU2819                         *CURRENT SURVEY CONTROL
 TU2819  ___________________________________________________________________
 TU2819* NAD 83(1993)-  20 40 13.12642(N)    156 02 15.37022(W)     ADJUSTED  
 TU2819* LOCAL TIDAL -        72.3    (meters)     237.     (feet)  VERT ANG  
 TU2819  ___________________________________________________________________
 TU2819  EPOCH DATE  -        1993.62
 TU2819  LAPLACE CORR-         -11.77  (seconds)                    DEFLEC99
 TU2819  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU2819
 TU2819  HORZ ORDER  -  FIRST
 TU2819
 TU2819.The horizontal coordinates were established by classical geodetic methods
 TU2819.and adjusted by the National Geodetic Survey in December 1998..
 TU2819.The horizontal coordinates are valid at the epoch date displayed above.
 TU2819.The epoch date for horizontal control is a decimal equivalence
 TU2819.of Year/Month/Day.
 TU2819
 TU2819.The orthometric height was determined by vertical angle observations.
 TU2819
 TU2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2819
 TU2819.The geoid height was determined by GEOID03.
 TU2819
 TU2819;                    North         East     Units Scale Factor Converg.
 TU2819;SPC HI 2     -    37,432.988   565,545.370   MT  1.00001974   +0 13 19.4
 TU2819;UTM  04      - 2,288,479.310   808,653.367   MT  1.00077754   +1 02 47.5
 TU2819;UTM  05      - 2,288,624.369   183,505.440   MT  1.00083814   -1 04 23.3
 TU2819
 TU2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2819!SPC HI 2     -   0.99998621  x   1.00001974  =   1.00000595
 TU2819!UTM  04      -   0.99998621  x   1.00077754  =   1.00076374
 TU2819!UTM  05      -   0.99998621  x   1.00083814  =   1.00082434
 TU2819
 TU2819:                Primary Azimuth Mark                     Grid Az
 TU2819:SPC HI 2     -  MUOLEA                                   059 39 01.2
 TU2819:UTM  04      -  MUOLEA                                   058 49 33.1
 TU2819:UTM  05      -  MUOLEA                                   060 56 43.9
 TU2819
 TU2819|---------------------------------------------------------------------|
 TU2819| PID    Reference Object                     Distance      Geod. Az  |
 TU2819|                                                           dddmmss.s |
 TU2819| TU2810 MUOLEA                              APPROX. 3.5 KM 0595220.6 |
 TU2819| CN5954 OHAI RM 1                             2.706 METERS 20440     |
 TU2819| CN5955 OHAI RM 2                             4.284 METERS 26829     |
 TU2819|---------------------------------------------------------------------|
 TU2819
 TU2819                          SUPERSEDED SURVEY CONTROL
 TU2819
 TU2819  NAD 83(1986)-  20 40 13.09467(N)    156 02 15.39054(W) AD(       ) 1
 TU2819  OLD HI      -  20 40 24.57700(N)    156 02 25.46500(W) AD(       ) 1
 TU2819
 TU2819.Superseded values are not recommended for survey control.
 TU2819.NGS no longer adjusts projects to the OLD HI datum.
 TU2819.See file dsdata.txt to determine how the superseded data were derived.
 TU2819
 TU2819_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0865388479(NAD 83)
 TU2819
 TU2819  HISTORY     - Date     Condition        Report By
 TU2819  HISTORY     - 1877     MONUMENTED       HIGS
 TU2819  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2819  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU2819  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2819
 TU2819                          STATION DESCRIPTION
 TU2819
 TU2819'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2819'ON SOUTHEASTERN COAST OF MAUI, ON SUMMIT OF RIDGE IN LAND OF
 TU2819'PUUOKOHOLA IN SOUTH HANA NEAR THE SEA PALI.  MARKED BY
 TU2819'IRON STAKE AND PILE OF STONES.
 TU2819
 TU2819                          STATION RECOVERY (1950)
 TU2819
 TU2819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2819'THE STATION IS LOCATED ON A BRUSH COVERED PROMONTORY WHICH
 TU2819'LIES ABOUT 1.5 MILES NORTHEAST OF KIPAHULU, ABOUT 1.5 MILES
 TU2819'SOUTHWEST OF KAOLI, ABOUT 0.2 MILE SOUTHEAST OF THE ROAD WHICH
 TU2819'RUNS BETWEEN KIPAHULU AND HANA, ABOUT 150 FEET WEST OF THE
 TU2819'SEA AND ABOUT 100 FEET ABOVE SEA LEVEL.
 TU2819'
 TU2819'TO REACH FROM THE CATHOLIC CHURCH IN THE VILLAGE OF
 TU2819'KIPAHULU.  GO NORTHERLY, ON THE ROAD TOWARD HANA, FOR 3.1 MILES
 TU2819'TO A LEFT HAND TURN AND THE END OF TRUCK TRAVEL.  FROM THIS
 TU2819'POINT PACK SOUTHEAST, THROUGH THE FERNS AND BRUSH, FOR ABOUT
 TU2819'0.2 MILE TO THE END OF THE RIDGE AND THE STATION.
 TU2819'
 TU2819'THE STATION IS A STANDARD DISK, STAMPED OHAI 1950, SET INTO
 TU2819'A DRILL HOLE IN A BURIED BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 TU2819'
 TU2819'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED OHAI NO
 TU2819'1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 TU2819'6 INCHES.  IT IS LOCATED ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2819'
 TU2819'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED OHAI
 TU2819'NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2819'ABOUT 3 FEET.  IT IS LOCATED ABOUT 3 FEET HIGHER THAN THE
 TU2819'STATION.
 TU2819
 TU2819                          STATION RECOVERY (1963)
 TU2819
 TU2819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU2819'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU2819'C.T.H. IN 1950.
 TU2819'
 TU2819'THE FOLLOWING CHANGE SHOULD BE MADE IN THE DESCRIPTION--THE
 TU2819'DISTANCE FROM THE CATHOLIC CHURCH IN KIPAHULU IS 2.1 MILES
 TU2819'RATHER THAN THE 3.1 MILES AS STATED BY C.T.H. IN 1950.
 TU2819
 TU2819                          STATION RECOVERY (1969)
 TU2819
 TU2819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2819'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2819'CONDITION, HOWEVER THERE IS A CONSIDERABLE DISCREPANCY IN THE
 TU2819'ANGLE TO R. M. NO. 1.  THIS IS BELIEVED DUE TO THE INSTRUMENT
 TU2819'BEING UNABLE TO FOCUS DOWN TO SUCH A SHORT DISTANCE, RESULTING
 TU2819'IN A ROUGH POINTING.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2819'
 TU2819'STATION IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF KIPAHULU
 TU2819'AND 6-1/2 MILES SOUTHWEST OF HANA, AT OHAI POINT, AT ABOUT
 TU2819'237 FEET ELEVATION, AT THE EXTREME SOUTHEAST END OF THE
 TU2819'NARROW, TIMBERED RIDGE RUNNING DOWN FROM THE ROAD.
 TU2819'
 TU2819'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2819'STATE HIGHWAY 31 FOR 3.8 MILES TO FORK.  TAKE LEFT FORK AND
 TU2819'CONTINUE FOR 4.9 MILES TO RIGHT CURVE OF ROAD, AT A TRIANGLE
 TU2819'BLAZE ON LARGE TREE ON LEFT, 0.1 MILE BEFORE REACHING THE
 TU2819'BRIDGE AT HAHALAWE STREAM, AND END OF TRUCK TRAVEL.  PACK
 TU2819'SOUTHERLY DOWN NARROW, HEAVILY-TIMBERED RIDGE FOR ABOUT 1000
 TU2819'FEET.
 TU2819'
 TU2819'STATION MARK IS A STANDARD DISK STAMPED OHAI 1950, CEMENTED
 TU2819'IN A DRILL HOLE IN A 12 X 16-INCH BOULDER PROJECTING 6 INCHES
 TU2819'FROM GROUND.  IT IS 5 FEET SOUTHEAST FROM THE LAST PANDANUS
 TU2819'TREE ON THE RIDGE.
 TU2819'
 TU2819'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OHAI
 TU2819'NO 1 1950, CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF A
 TU2819'LARGE ROCK THAT PROJECTS 1 FOOT FROM GROUND.  IT IS ABOUT 1-1/2
 TU2819'FEET LOWER THAN STATION MARK.
 TU2819'
 TU2819'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OHAI
 TU2819'NO 2 1950, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER THAT
 TU2819'PROJECTS 16 INCHES FROM GROUND.  IT IS 2-1/2 FEET HIGHER THAN
 TU2819'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2391 ***********************************************************************
 TU2391  DESIGNATION -  OHAIKEA
 TU2391  PID         -  TU2391
 TU2391  STATE/COUNTY-  HI/HAWAII
 TU2391  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2391
 TU2391                         *CURRENT SURVEY CONTROL
 TU2391  ___________________________________________________________________
 TU2391* NAD 83(1993)-  19 25 30.40661(N)    155 20 35.74419(W)     ADJUSTED  
 TU2391* LOCAL TIDAL -      1307.8    (meters)    4291.     (feet)  VERT ANG  
 TU2391  ___________________________________________________________________
 TU2391  EPOCH DATE  -        1993.62
 TU2391  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 TU2391  GEOID HEIGHT-          24.08  (meters)                     GEOID03
 TU2391
 TU2391  HORZ ORDER  -  FIRST
 TU2391
 TU2391.The horizontal coordinates were established by classical geodetic methods
 TU2391.and adjusted by the National Geodetic Survey in December 1998..
 TU2391.The horizontal coordinates are valid at the epoch date displayed above.
 TU2391.The epoch date for horizontal control is a decimal equivalence
 TU2391.of Year/Month/Day.
 TU2391
 TU2391.The orthometric height was determined by vertical angle observations.
 TU2391
 TU2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2391
 TU2391.The geoid height was determined by GEOID03.
 TU2391
 TU2391;                    North         East     Units Scale Factor Converg.
 TU2391;SPC HI 1     -    65,511.536   516,460.336   MT  0.99997001   +0 03 07.7
 TU2391;UTM  05      - 2,149,540.323   253,951.178   MT  1.00034839   -0 46 46.9
 TU2391
 TU2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2391!SPC HI 1     -   0.99979068  x   0.99997001  =   0.99976069
 TU2391!UTM  05      -   0.99979068  x   1.00034839  =   1.00013899
 TU2391
 TU2391|---------------------------------------------------------------------|
 TU2391| PID    Reference Object                     Distance      Geod. Az  |
 TU2391|                                                           dddmmss.s |
 TU2391| CN5959 OHAIKEA RM 4                         20.445 METERS 04152     |
 TU2391| TU2382 4088                                APPROX. 6.0 KM 0941628.7 |
 TU2391| CN5958 OHAIKEA RM 3                          9.107 METERS 29854     |
 TU2391|---------------------------------------------------------------------|
 TU2391
 TU2391                          SUPERSEDED SURVEY CONTROL
 TU2391
 TU2391  NAD 83(1986)-  19 25 30.38652(N)    155 20 35.78268(W) AD(       ) 1
 TU2391  OLD HI      -  19 25 41.27800(N)    155 20 45.78100(W) AD(       ) 1
 TU2391
 TU2391.Superseded values are not recommended for survey control.
 TU2391.NGS no longer adjusts projects to the OLD HI datum.
 TU2391.See file dsdata.txt to determine how the superseded data were derived.
 TU2391
 TU2391_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5395149540(NAD 83)
 TU2391
 TU2391  HISTORY     - Date     Condition        Report By
 TU2391  HISTORY     - 1949     MONUMENTED       HITS
 TU2391  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2391  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2391
 TU2391                          STATION DESCRIPTION
 TU2391
 TU2391'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (CTH)
 TU2391'THE STATION IS LOCATED ON A GRASSY SIDE HILL ABOUT 3 MILES WEST
 TU2391'OF THE HAWAII NATIONAL PARK HEADQUARTERS, ABOUT 1.3 MILES NORTH
 TU2391'OF THE ROAD WHICH RUNS BETWEEN THE HAWAII NATIONAL PARK AND
 TU2391'NAALEHU, ABOUT 0.1 MILE SOUTH OF A GROVE OF KOA TREES AND ABOUT
 TU2391'250 FEET WEST OF A WIRE FENCE.  HIGHER GROUND IS TO THE NORTH
 TU2391'AND WEST.
 TU2391'
 TU2391'TO REACH FROM THE HAWAII NATIONAL PARK HEADQUARTERS.  GO WESTERLY,
 TU2391'ON THE ROAD WHICH LEADS TOWARD NAALEHU, FOR 2.1 MILES.  CONTINUE
 TU2391'STRAIGHT AHEAD, WESTERLY, FOR ABOUT 2 MILES.  TURN RIGHT, ONTO A
 TU2391'GRADED ROAD, AND GO WESTERLY FOR ABOUT 1.5 MILES TO A WATER TANK
 TU2391'AND A CORRAL.  TURN SHARP RIGHT AND GO NORTHEAST ABOUT 100
 TU2391'YARDS.  PASS THROUGH A BOARD GATE AND FOLLOW THE TRACK ROAD
 TU2391'NORTHEAST FOR ABOUT 1.5 MILES.  TURN LEFT, PASS THROUGH A BOARD
 TU2391'GATE, AND GO NORTHERLY, ACROSS COUNTRY FOR ABOUT 1 MILE TO THE
 TU2391'STATION.  AN IRON TARGET IS SET AT THE STATION AND SHOULD AID
 TU2391'IN FUTURE RECOVERY.
 TU2391'
 TU2391'THE STATION IS THE CENTER OF A 1-7/8 INCH IRON BAR WHICH PROJECTS
 TU2391'0.73 METER ABOVE THE TOP OF A TRIANGULAR SLAB OF CONCRETE WHICH
 TU2391'IS ABOUT 7.5 FEET ON EACH SIDE.
 TU2391'
 TU2391'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CHAIKEA NO
 TU2391'1 1949, SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2391'ABOUT 1 FOOT.  IT IS LOCATED ABOUT 2 FEET LOWER THAN THE STATION.
 TU2391'
 TU2391'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CHAIKEA NO
 TU2391'2 1949, SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2391'ABOUT 1 FOOT.  IT IS LOCATED ABOUT 8 FEET LOWER THAN THE STATION.
 TU2391
 TU2391                          STATION RECOVERY (1967)
 TU2391
 TU2391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2391'STATION MARK AND REFERENCE MARK NUMBER TWO WERE RECOVERED IN GOOD
 TU2391'CONDITION.  REFERENCE MARK NUMBER ONE WAS FOUND DESTROYED.  A
 TU2391'NEW REFERENCE MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 TU2391'FOLLOWS--
 TU2391'
 TU2391'STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF THE HAWAII VOLCANOES
 TU2391'NATIONAL PARK HEADQUARTERS AND 1-1/2 MILES NORTHWEST OF STATE
 TU2391'HIGHWAY 11, AT ABOUT 4288 FEET ELEVATION, ON GRASSY SLOPE WITH
 TU2391'SCATTERED TREES, ON SOUTH SIDE OF A WOODEN WATER TANK.  WHEN SEEN
 TU2391'FROM DOWN ON THE HIGHWAY THE STATION APPEARS TO BE ON THE HIGH
 TU2391'POINT OF A RIDGE.
 TU2391'
 TU2391'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2391'HEADQUARTERS, GO WEST ON CRATER RIM ROAD 1.8 MILES.  TURN RIGHT
 TU2391'AND GO 0.1 MILE.  TURN LEFT AND GO SOUTHWEST ON STATE HIGHWAY 11
 TU2391'FOR 3.5 MILES TO SIDE ROAD RIGHT, 0.5 MILE PAST MILEPOST 35.  TAKE
 TU2391'SIDE ROAD AND GO 1.0 MILE TO LOCKED GATE.  PASS THROUGH GATE AND
 TU2391'GO 0.1 MILE TO PUMP STATION AT CORRALS.  TURN SHARP RIGHT AND GO
 TU2391'UPGRADE 0.1 MILE TO METAL GATE.  PASS THROUGH GATE AND FOLLOW
 TU2391'FIELD ROAD FOR 1.1 MILES TO SECOND GATE.  PASS THROUGH GATE
 TU2391'AND GO 0.5 MILE.  TAKE LEFT FORK, NORTHWEST, UPGRADE, FOR 0.8
 TU2391'MILE TO GATE IN FENCE-CORNER.  PASS THROUGH GATE, THEN LEFT
 TU2391'THROUGH GATE IN FENCE ON LEFT, AND GO 80 YARDS TO STATION.
 TU2391'
 TU2391'STATION IS MARKED BY A 2-1/2-INCH HOLE IN THE CENTER OF A
 TU2391'TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE AND
 TU2391'PROJECTING 8 INCHES.  A 2-INCH, STEEL SHAFT 2 FEET LONG IS
 TU2391'CENTERED VERTICALLY OVER THE HOLE AND HOLDS A RED AND WHITE METAL
 TU2391'TARGET.  STATION IS 34.5 FEET SOUTHEAST OF EDGE OF WATER TANK,
 TU2391'4.5 FEET EAST OF A 1-1/2-INCH PIPELINE AND ABOUT 250 FEET
 TU2391'SOUTH-SOUTHWEST OF THE T-FENCE CORNER.
 TU2391'
 TU2391'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OHAIKEA NO
 TU2391'2 1949, CEMENTED IN THE TOP OF A 2-INCH IRON PIPE PROJECTING 4
 TU2391'INCHES.  IT IS 9.5 FEET WEST OF THE PIPELINE AND 4 FEET LOWER
 TU2391'THAN STATION PLATFORM.
 TU2391'
 TU2391'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED OHAIKEA
 TU2391'HTS 1949 NO 3 1967, CEMENTED IN A DRILL HOLE IN BEDROCK AREA
 TU2391'PROJECTING 3 INCHES.  IT IS 18 FEET SOUTH OF EDGE OF WATER TANK
 TU2391'AND AT SAME ELEVATION AS STATION PLATFORM.
 TU2391'
 TU2391'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED.
 TU2391'
 TU2391'KEY FOR LOCKED GATE WAS OBTAINED AT THE HAWAIIAN RANCH CO. OFFICE
 TU2391'IN NAALEHU.
 TU2391
 TU2391                          STATION RECOVERY (1977)
 TU2391
 TU2391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2391'THE STATION AND REFERENCE MARK 3 WERE RECOVERED IN GOOD
 TU2391'CONDITION.  THE DISTANCES AND DIRECTIONS MEASURED ON THIS DATE
 TU2391'COMPARE FAVORABLY WITH THE 1967 MEASUREMENTS.  A NEW REFERENCE
 TU2391'MARK 4 WAS ESTABLISHED.  THE 1967 RECOVERY NOTE IS ADEQUATE WITH
 TU2391'THE FOLLOWING ADDITIONS.
 TU2391'
 TU2391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2391'19 IN HILO, GO SOUTHWEST ON HIGHWAY 11 FOR 34 MILES TO MILEPOST
 TU2391'34.  CONTINUE ON THE HIGHWAY FOR 100 FEET TO TRACK ROAD ON THE
 TU2391'RIGHT.  TURN RIGHT AND GO WEST-SOUTHWEST ON A TRACK ROAD 0.95
 TU2391'MILE TO LOCKED GATE.  CONTINUE AHEAD ON TRACK ROAD TO SOME WATER
 TU2391'TANKS AND A CORRAL.  TURN RIGHT AND GO NORTHERLY UP HILL ON DIM
 TU2391'ROAD FOR 0.5 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE UP
 TU2391'GRADE TO A ROAD FORK.  TAKE LEFT FORK AND GO 0.15 MILE TO
 TU2391'FENCE CORNER ON THE LEFT.  CONTINUE ON UP HILL ON DIM ROAD FOR
 TU2391'1.2 MILES TO WATER TANK AND THE STATION SITE.
 TU2391'
 TU2391'REFERENCE MARK 4, STAMPED OHAIKEA 1949 NO 4 1977, IS A NGS TABLET
 TU2391'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 0.2 FEET
 TU2391'ABOVE THE GROUND, 57 FEET NORTH-NORTHEAST OF A WOODEN WATER TANK
 TU2391'AND 19 FEET EAST OF A STEEL WATER PIPELINE.
 TU2391'
 TU2391'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2391'
 TU2391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2391'ABOUT 18 MILES NE OF PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2025 ***********************************************************************
 TU2025  DESIGNATION -  OHAIULA
 TU2025  PID         -  TU2025
 TU2025  STATE/COUNTY-  HI/KAUAI
 TU2025  USGS QUAD   -  KEKAHA (1983)
 TU2025
 TU2025                         *CURRENT SURVEY CONTROL
 TU2025  ___________________________________________________________________
 TU2025* NAD 83(1993)-  22 03 00.79375(N)    159 45 11.54066(W)     ADJUSTED  
 TU2025* LOCAL TIDAL -       307.7    (meters)    1010.     (feet)  VERT ANG  
 TU2025  ___________________________________________________________________
 TU2025  EPOCH DATE  -        1993.62
 TU2025  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 TU2025  GEOID HEIGHT-          16.36  (meters)                     GEOID03
 TU2025
 TU2025  HORZ ORDER  -  SECOND
 TU2025
 TU2025.The horizontal coordinates were established by classical geodetic methods
 TU2025.and adjusted by the National Geodetic Survey in December 1998..
 TU2025.The horizontal coordinates are valid at the epoch date displayed above.
 TU2025.The epoch date for horizontal control is a decimal equivalence
 TU2025.of Year/Month/Day.
 TU2025
 TU2025.The orthometric height was determined by vertical angle observations.
 TU2025
 TU2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2025
 TU2025.The geoid height was determined by GEOID03.
 TU2025
 TU2025;                    North         East     Units Scale Factor Converg.
 TU2025;SPC HI 4     -    24,037.245   473,862.847   MT  0.99999844   -0 05 42.2
 TU2025;UTM  04      - 2,438,577.471   422,279.253   MT  0.99967463   -0 16 58.0
 TU2025
 TU2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2025!SPC HI 4     -   0.99994907  x   0.99999844  =   0.99994751
 TU2025!UTM  04      -   0.99994907  x   0.99967463  =   0.99962372
 TU2025
 TU2025|---------------------------------------------------------------------|
 TU2025| PID    Reference Object                     Distance      Geod. Az  |
 TU2025|                                                           dddmmss.s |
 TU2025| CJ8888 OHAIULA RM 1                          7.297 METERS 11504     |
 TU2025| CJ8889 OHAIULA RM 2                         14.113 METERS 24219     |
 TU2025|---------------------------------------------------------------------|
 TU2025
 TU2025                          SUPERSEDED SURVEY CONTROL
 TU2025
 TU2025  NAD 83(1986)-  22 03 00.75904(N)    159 45 11.56587(W) AD(       ) 2
 TU2025  OLD HI      -  22 03 12.04330(N)    159 45 21.61300(W) AD(       ) 2
 TU2025
 TU2025.Superseded values are not recommended for survey control.
 TU2025.NGS no longer adjusts projects to the OLD HI datum.
 TU2025.See file dsdata.txt to determine how the superseded data were derived.
 TU2025
 TU2025_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2227938577(NAD 83)
 TU2025_MARKER: Z = SEE DESCRIPTION
 TU2025_SETTING: 0 = UNSPECIFIED SETTING
 TU2025
 TU2025  HISTORY     - Date     Condition        Report By
 TU2025  HISTORY     - 1964     MONUMENTED       CGS
 TU2025  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU2025  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2025  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2025
 TU2025                          STATION DESCRIPTION
 TU2025
 TU2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2025'THE STATION IS LOCATED ON THE WEST END OF MANA RIDGE, WHICH IS PART
 TU2025'OF A PROMINENT MESA ON THE WEST SIDE OF KAUAI ISLAND.  IT IS ABOUT
 TU2025'2 MILES EAST OF THE SANDIA CORPORATIONS BARKING SANDS MISSILE SITE.
 TU2025'
 TU2025'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND
 TU2025'55 IN KEKAHA, GO NORTHERLY ON STATE HIGHWAY 55 FOR 12.8 MILES TO
 TU2025'A DIM BLADED ROAD ON THE LEFT, OPPOSITE A PAVED ROAD LEADING TO A
 TU2025'MICROWAVE SITE.  TURN LEFT AND GO DOWNHILL FOR 0.15 MILE TO A
 TU2025'LOCKED WOODEN GATE.  PASS THROUGH GATE AND CONTINUE ON THE BLADED
 TU2025'ROAD FOR 2.25 MILES TO ANOTHER LOCKED WOODEN GATE.  PASS THROUGH
 TU2025'GATE AND CONTINUE ON THE BLADED ROAD FOR 0.7 MILE TO A FORK.
 TU2025'TAKE THE LEFT FORK AND CONTINUE ON THE MAIN ROAD FOR 0.4 MILE TO
 TU2025'A VERY DIM ROAD ON RIGHT.  TAKE LEFT FORK AND CONTINUE ON THE
 TU2025'MAIN ROAD FOR 2.8 MILES TO A LEVEL AREA BETWEEN TWO LOW,
 TU2025'BRUSH-COVERED HILLS AND A POINT WHERE THE JEEP TRAIL BECOMES VERY
 TU2025'DIM AND DIFFICULT TO FOLLOW.  FROM HERE, GO WESTERLY
 TU2025'THROUGH HEAVY BRUSH FOR 0.85 MILE TO THE EDGE OF THE BLUFF AND THE
 TU2025'STATION MARK.
 TU2025'
 TU2025'THE STATION MARK IS A STANDARD DISK, STAMPED OHAIULA 1964, SET
 TU2025'IN THE TOP OF A 5-INCH CEMENT-FILLED CAST IRON SEWER PIPE THAT
 TU2025'PROJECTS 10 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 TU2025'100 FEET EAST OF THE BLUFF AND ON GROUND THAT SLOPES SLIGHTLY TO
 TU2025'THE WEST.  THERE ARE THREE RIDGES VISIBLE TO THE NORTH OF THE
 TU2025'STATION, THE NEAREST BEING ABOUT 0.1 MILE.  THE STATION
 TU2025'OVERLOOKS MANA VILLAGE TO THE SOUTHWEST AND SOME PROMINENT SAND
 TU2025'DUNES AT BARKING SANDS BEACH TO THE WEST.  THERE IS AN OLD
 TU2025'SURVEY TARGET ABOUT 0.1 MILE TO THE SOUTHWEST, BUT IS NOT
 TU2025'VISIBLE FROM THE STATION.
 TU2025'
 TU2025'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OHAIULA NO 1
 TU2025'1964, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 TU2025'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 TU2025'1-1/2 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 TU2025'
 TU2025'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED OHAIULA NO 2
 TU2025'1964, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 TU2025'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS ABOUT 3-1/2 FEET
 TU2025'LOWER IN ELEVATION THAN THE STATION.
 TU2025'
 TU2025'A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THE STATION.
 TU2025'
 TU2025'KEYS TO THE LOCKED GATES MAY BE OBTAINED FROM MR. SAKAI KOIKE,
 TU2025'CHIEF OF THE SURVEY DEPARTMENT OF THE KEKAHA SUGAR COMPANY IN
 TU2025'KEKAHA.
 TU2025'
 TU2025'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU2025
 TU2025                          STATION RECOVERY (1965)
 TU2025
 TU2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DJF)
 TU2025'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 TU2025'AND WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCES AND
 TU2025'DIRECTIONS TO THE REFERENCE MARKS WERE CHECKED IN THE FIELD AND
 TU2025'WERE FOUND TO BE ADEQUATE.
 TU2025'
 TU2025'THE STATION IS ON THE WEST SIDE OF MANA RIDGE, WHICH IS A
 TU2025'PROMINENT RIDGE ON THE WEST SIDE OF KAUAI ISLAND.  IT IS ABOUT
 TU2025'6-1/2 MILES NORTH-NORTHWEST OF KEKAHA, 5 MILES WEST OF STATE
 TU2025'HIGHWAY 55 AND 2-1/2 MILES EAST OF THE PACIFIC OCEAN.
 TU2025'
 TU2025'TO REACH THE STATION FROM THE POST OFFICE IN KEKAHA, GO WEST ON
 TU2025'THE MAIN STREET FOR 0.2 MILE TO THE JUNCTION OF STATE HIGHWAY
 TU2025'55.  TURN RIGHT, NORTH, ON STATE HIGHWAY 55 FOR 11.85 MILES TO A
 TU2025'SIDE ROAD LEFT.  TURN LEFT, WEST, ON A BLADED ROAD AND TRAIL NO. 2
 TU2025'FOR 0.15 MILE TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 TU2025'CONTINUE WESTERLY ON TRAIL NO. 2 FOR 1.1 MILES TO A FORK.  TURN
 TU2025'RIGHT, WESTERLY, ON A BLADED ROAD FOR 1.05 MILES TO ANOTHER
 TU2025'LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE WEST ON
 TU2025'BLADED ROAD FOR 2.8 MILES TO A FORK.  TAKE THE LEFT FORK, WEST,
 TU2025'ON THE BLADED ROAD FOR 0.7 MILE TO A DIM FORK.  TAKE THE
 TU2025'LEFT FORK, SOUTHWEST AND WEST ON THE BLADED ROAD FOR 1.3 MILES
 TU2025'TO WHERE THE ROAD TURNS NORTH.  TURN RIGHT, NORTH, STAYING ON
 TU2025'THE BLADED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT
 TU2025'SIDE OF THE ROAD.  THIS IS A 4-WHEEL DRIVE STATION AND KEYS
 TU2025'TO THE LOCKED GATES MAY BE OBTAINED FROM THE KEKAHA SUGAR COMPANY
 TU2025'IN KEKAHA.
 TU2025'
 TU2025'THE STATION MARK IS A STANDARD DISK, STAMPED OHAIULA 1964, SET
 TU2025'IN THE TOP OF A 5-INCH CEMENT-FILLED CAST IRON PIPE THAT PROJECTS
 TU2025'7 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 23 FEET NORTHEAST
 TU2025'OF THE CENTER OF A BLADED ROAD AND 12 FEET SOUTHWEST OF THE
 TU2025'CENTER OF A TRACK ROAD.
 TU2025'
 TU2025'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED OHAIULA NO 1
 TU2025'1964, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 TU2025'4 INCHES.  IT IS 44 FEET EAST OF THE CENTER OF A BLADED ROAD AND 14
 TU2025'FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 TU2025'
 TU2025'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED OHAIULA NO 2 1964,
 TU2025'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 TU2025'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 15-1/2 FEET WEST OF
 TU2025'THE CENTER OF A BLADED ROAD.
 TU2025'
 TU2025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2025'6-1/2 MILES NORTH-NORTHWEST.
 TU2025
 TU2025                          STATION RECOVERY (1966)
 TU2025
 TU2025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2025'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2025'COMPLETE DESCRIPTION FOLLOWS--
 TU2025'
 TU2025'STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE NORTH-NORTHWEST OF
 TU2025'KEKAHA AND 2 MILES NORTHEAST OF BONHAM AIRBASE, ON THE EXTREME
 TU2025'SOUTHWEST END OF MANA RIDGE, OVERLOOKING THE CANEFIELDS TO THE
 TU2025'WEST.
 TU2025'
 TU2025'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 55 IN
 TU2025'KEKAHA, FOLLOW STATE HIGHWAY 55 NORTHERLY, WINDING UPGRADE FOR
 TU2025'12.3 MILES TO A SIDE ROAD LEFT AND SIGN TRAIL NO. 2, OPPOSITE
 TU2025'PUU KA PELE.  GO LEFT FOR 0.2 MILE TO LOCKED BOARD GATE.  PASS
 TU2025'THROUGH GATE AND CONTINUE FOR 2.2 MILES TO SECOND LOCKED BOARD
 TU2025'GATE.  PASS THROUGH AND CONTINUE FOR 0.7 MILE TO FORK.  KEEP
 TU2025'AHEAD, ON LEFT FORK, FOR 0.4 MILE TO DIM SIDE ROAD RIGHT.  KEEP
 TU2025'AHEAD FOR 0.7 MILE TO FORK.  TAKE LEFT FORK FOR 1.3 MILES TO
 TU2025'FORK.  TAKE LEFT FORK AND FOLLOW BLADED ROAD ALONG LEFT SIDE
 TU2025'OF OPEN, BRUSH-COVERED RIDGE FOR 0.9 MILE TO STATION ON RIGHT
 TU2025'AT T-JUNCTION OF TRACK ROADS.
 TU2025'
 TU2025'STATION MARK IS A STANDARD DISK STAMPED OHAIULA 1964 SET IN THE
 TU2025'TOP OF A CEMENT-FILLED, 5-INCH, CAST-IRON PIPE PROJECTING 7
 TU2025'INCHES.  IT IS ABOUT 75 FEET EAST-NORTHEAST OF RIDGE END AND IN
 TU2025'SOUTHEAST ANGLE OF T-JUNCTION, 18-1/2 FEET NORTHEAST OF CENTERLINE
 TU2025'OF MAIN TRACK ROAD.
 TU2025'
 TU2025'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OHAIULA NO 1
 TU2025'1964, CEMENTED IN A DRILL HOLE IN A 16-INCH BOULDER THAT
 TU2025'PROJECTS 7 INCHES ABOVE GROUND.  IT IS 1-1/2 FEET HIGHER THAN
 TU2025'STATION MARK.
 TU2025'
 TU2025'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OHAIULA NO
 TU2025'2 1964, CEMENTED IN A DRILL HOLE IN A SMALL OUTCROPPING SECTION
 TU2025'OF A BOULDER FLUSH WITH GROUND.  IT IS 16 FEET SOUTHWEST OF
 TU2025'CENTER LINE OF MAIN TRACK ROAD AND 3 FEET LOWER THAN STATION MARK.
 TU2025'
 TU2025'NOTE--KEY FOR LOCKED GATES MAY BE OBTAINED AT THE OFFICE OF THE
 TU2025'KEKAHA SUGAR COMPANY IN KEKAHA.
 TU2025'
 TU2025'A 2-WHEEL-DRIVE VEHICLE MAY NOW BE DRIVEN TO THE STATION, HOWEVER
 TU2025'A 4-WHEEL-DRIVE VEHICLE WOULD BE NECESSARY IN WET WEATHER.
 TU2025
 TU2025                          STATION RECOVERY (1971)
 TU2025
 TU2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHF)
 TU2025'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 TU2025'
 TU2025'A TYPE A STRUCTURE HAS BEEN BUILT OVER THE STATION MARK WITH
 TU2025'SIDE WALLS OF CONCRETE TILE AND 36-INCHES HIGH TO TOP OF 6 FT X
 TU2025'6 FT OBSERVING CONCRETE PLATFORM.  A RED AND WHITE METAL TARGET
 TU2025'IS OVER THE STATION AND STATION MARK IS EXPOSED AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2404 ***********************************************************************
 TU2404  DESIGNATION -  OHALE RESET
 TU2404  PID         -  TU2404
 TU2404  STATE/COUNTY-  HI/HAWAII
 TU2404  USGS QUAD   -  KAU DESERT (1995)
 TU2404
 TU2404                         *CURRENT SURVEY CONTROL
 TU2404  ___________________________________________________________________
 TU2404* NAD 83(1993)-  19 21 02.88567(N)    155 16 35.04384(W)     ADJUSTED  
 TU2404* LOCAL TIDAL -      1010.5    (meters)    3315.     (feet)  VERT ANG  
 TU2404  ___________________________________________________________________
 TU2404  EPOCH DATE  -        1993.62
 TU2404  LAPLACE CORR-         -12.55  (seconds)                    DEFLEC99
 TU2404  GEOID HEIGHT-          21.45  (meters)                     GEOID03
 TU2404
 TU2404  HORZ ORDER  -  FIRST
 TU2404
 TU2404.The horizontal coordinates were established by classical geodetic methods
 TU2404.and adjusted by the National Geodetic Survey in December 1998..
 TU2404.The horizontal coordinates are valid at the epoch date displayed above.
 TU2404.The epoch date for horizontal control is a decimal equivalence
 TU2404.of Year/Month/Day.
 TU2404
 TU2404.The orthometric height was determined by vertical angle observations.
 TU2404
 TU2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2404
 TU2404.The geoid height was determined by GEOID03.
 TU2404
 TU2404;                    North         East     Units Scale Factor Converg.
 TU2404;SPC HI 1     -    57,293.485   523,492.669   MT  0.99997349   +0 04 26.7
 TU2404;UTM  05      - 2,141,218.270   260,866.148   MT  1.00030692   -0 45 16.7
 TU2404
 TU2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2404!SPC HI 1     -   0.99983781  x   0.99997349  =   0.99981130
 TU2404!UTM  05      -   0.99983781  x   1.00030692  =   1.00014468
 TU2404
 TU2404|---------------------------------------------------------------------|
 TU2404| PID    Reference Object                     Distance      Geod. Az  |
 TU2404|                                                           dddmmss.s |
 TU2404| CN5960 OHALE RM 2                            3.528 METERS 04135     |
 TU2404| TU2343 PUU HULUHULU RESET                  APPROX. 7.8 KM 07257     |
 TU2404| TU2405 3314                                  5.705 METERS 22934     |
 TU2404| TU2417 KOAE USGS 1949 PRE                  APPROX. 4.9 KM 27602     |
 TU2404| TU2382 4088                                APPROX. 7.9 KM 3520221.2 |
 TU2404| TU2398 UWEKAHUNA HGS 1896 PRE                             35204     |
 TU2404|---------------------------------------------------------------------|
 TU2404
 TU2404                          SUPERSEDED SURVEY CONTROL
 TU2404
 TU2404  NAD 83(1986)-  19 21 02.85973(N)    155 16 35.07856(W) AD(       ) 1
 TU2404  OLD HI      -  19 21 13.73321(N)    155 16 45.08584(W) AD(       ) 1
 TU2404
 TU2404.Superseded values are not recommended for survey control.
 TU2404.NGS no longer adjusts projects to the OLD HI datum.
 TU2404.See file dsdata.txt to determine how the superseded data were derived.
 TU2404
 TU2404_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6086641218(NAD 83)
 TU2404
 TU2404  HISTORY     - Date     Condition        Report By
 TU2404  HISTORY     - 1938     MONUMENTED       HIGS
 TU2404  HISTORY     - 1920     SEE DESCRIPTION  USGS
 TU2404  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2404  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2404  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2404
 TU2404                          STATION DESCRIPTION
 TU2404
 TU2404'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2404'IN SOUTHEAST HAWAII, ON A ROCK HILL ABOUT 4 MILES SOUTH OF
 TU2404'HALEMAUMAU.  MARKED BY A FLAGPOLE IN THE CENTER OF A LARGE
 TU2404'TERRACED CAIRN OF ROCK.  A BENCH MARK SOUTHEAST OF THE STATION
 TU2404'IS 18.7 FEET FROM THE STATION IN AZIMUTH 49 DEG 42 MIN.
 TU2404
 TU2404                          STATION RECOVERY (1949)
 TU2404
 TU2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2404'THE STATION IS LOCATED ON THE SUMMIT OF A LOW LAVA MOUND WHICH
 TU2404'LIES ABOUT 6 MILES SOUTH OF THE HAWAIIAN NATIONAL PARK HEADQUARTERS,
 TU2404'ABOUT 6 MILES NORTH OF THE SEA AND ABOUT 0.5 MILE NORTH OF THE
 TU2404'GRADED ROAD WHICH LEADS TOWARD THE HILINA PALI.
 TU2404'
 TU2404'TO REACH FROM THE HAWAIIAN NATIONAL PARK HEADQUARTERS.  GO
 TU2404'WESTERLY, ON THE ROAD WHICH LEADS TOWARD NAALEHU, FOR 2.1
 TU2404'MILES.  TURN LEFT, ONTO THE CRATER RIM ROAD, AND GO SOUTH AND
 TU2404'EAST FOR 5.3 MILES TO THE INTERSECTION OF THE CHAIN OF CRATERS
 TU2404'ROAD.  TURN RIGHT AND GO SOUTHEAST FOR 2.3 MILES.  TURN RIGHT,
 TU2404'ONTO A GRADED ROAD, AS PER THE SIGN READING KIPUKA NENE PICNIC
 TU2404'GROUNDS, AND GO WESTERLY FOR 2.8 MILES TO THE END OF TRUCK
 TU2404'TRAVEL.  FROM THIS POINT PACK NORTHWEST FOR ABOUT 0.5 MILE TO
 TU2404'THE HIGH GROUND AND THE STATION.
 TU2404'
 TU2404'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2404'PROJECTS ABOUT 3 FEET FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2404'CONCRETE WHICH IS ABOUT 6 FEET ON EACH SIDE AND ABOUT FLUSH WITH
 TU2404'THE SURROUNDING ROCK.
 TU2404'
 TU2404'REFERENCE MARK NUMBER 1 IS A U.S. GEOLOGICAL SURVEY BRONZE,
 TU2404'BENCH MARK, STAMPED 3314, SET INTO A DRILL HOLE IN A BED ROCK
 TU2404'OUTCROP WHICH PROJECTS ABOUT 10 FEET ON THE SOUTHEAST SIDE.  IT
 TU2404'IS LOCATED 4.85 FEET LOWER THAN THE STATION.
 TU2404'
 TU2404'THIS STATION WAS MONUMENTED IN 1938 BY THE HAWAII TERRITORY
 TU2404'SURVEY, WITH CONCRETE INSTRUMENT PLATFORM, METAL POLE AND
 TU2404'TARGET.  AT THAT TIME THEY RECOVERED A COPPER BOLT DRIVEN IN A
 TU2404'DRILL HOLE IN PAHOEHOE AND THEIR INSTALLATION INCLUDING THE 2-1/2
 TU2404'INCH PIPE MENTIONED, OVER THE MARK FOUND.  DISTANCE TO R.M. NO. 1
 TU2404'B.M. (USGS) CHECKS.
 TU2404
 TU2404                          STATION RECOVERY (1967)
 TU2404
 TU2404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2404'STATION MARK AND USGS BENCH MARK USED FOR RM NO. 1 WERE RECOVERED
 TU2404'IN GOOD CONDITION.  A NEW REFERENCE MARK, NUMBER TWO, WAS
 TU2404'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2404'
 TU2404'STATION IS LOCATED IN THE KAU DESERT AREA OF HAWAII VOLCANOES
 TU2404'NATIONAL PARK, ABOUT 5-3/4 MILES SOUTH-SOUTHWEST OF THE PARK
 TU2404'HEADQUARTERS, 4 MILES SOUTH OF HALEMAUMAU CRATER, AND 1/2-MILE
 TU2404'NORTH OF THE HAIRPIN CURVE IN THE HILINA PALI PARK ROAD, FROM
 TU2404'WHICH POINT THE FOOTPRINTS TRAIL RUNS WESTWARD.  IT IS ON THE
 TU2404'SUMMIT OF A LAVA MOUND ABOUT 25 FEET HIGHER THAN SURROUNDING
 TU2404'AREA AND AT 3318 FEET ELEVATION.
 TU2404'
 TU2404'TO REACH STATION FROM THE PARK HEADQUARTERS, GO SOUTH, PASSING
 TU2404'TO LEFT OF THE VOLCANO HOUSE HOTEL, AND FOLLOW THE CRATER RIM
 TU2404'ROAD SOUTHERLY FOR 4.1 MILES TO CROSSROAD.  TURN LEFT AND GO 2.5
 TU2404'MILES ON THE CHAIN OF CRATERS ROAD.  TURN RIGHT ON HILINA PALI
 TU2404'PARK ROAD AND GO 3.8 MILES.  LEAVE PAVED ROAD ABOUT 100 YARDS
 TU2404'BEFORE REACHING THE HAIRPIN CURVE, AND GO NORTHERLY
 TU2404'CROSS-COUNTRY FOR 0.3 MILE TO END OF TRUCK TRAVEL.  PACK
 TU2404'NORTHERLY ABOUT 1/4-MILE TO STATION ON HIGHEST POINT IN VICINITY.
 TU2404'
 TU2404'STATION IS MARKED BY A 3-INCH HOLE IN THE CENTER OF A TRIANGULAR
 TU2404'CONCRETE PLATFORM THAT IS 7 FEET ON EACH SIDE AND FLUSH WITH
 TU2404'SURROUNDING ROCK.  A 2-1/2-INCH IRON PIPE, 2 FEET LONG, IS MOUNTED
 TU2404'VERTICALLY OVER THE HOLE, SUPPORTED BY 3 IRON LEGS EMBEDDED IN
 TU2404'THE CONCRETE PLATFORM, AND SUPPORTS AN 8-FOOT, RED AND WHITE
 TU2404'METAL TARGET.
 TU2404'
 TU2404'USGS BENCH MARK 3314 (REFERENCE MARK NUMBER ONE) IS A
 TU2404'U.S. GEOLOGICAL SURVEY DISK STAMPED 3314, CEMENTED IN A DRILL HOLE
 TU2404'IN THE SQUARE-EDGED LAVA ROCK LEDGE SOUTHWEST OF STATION.  IT IS
 TU2404'1 FOOT NORTH OF SOUTH EDGE OF LEDGE, PROJECTS 3-1/2 FEET ABOVE
 TU2404'GROUND AND IS 2.8 FEET LOWER THAN STATION PLATFORM.
 TU2404'
 TU2404'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OHALE HGS
 TU2404'1897 NO 2 1967, CEMENTED IN A DRILL HOLE IN BEDROCK IN THE
 TU2404'NORTHEAST END OF THE STATION MOUND, 0.4 FOOT LOWER THAN STATION
 TU2404'PLATFORM.
 TU2404
 TU2404                          STATION RECOVERY (1977)
 TU2404
 TU2404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2404'THE STATION MARK, 3314 USGS (REFERENCE MARK 1), AND REFERENCE
 TU2404'MARK 2 WERE RECOVERED IN GOOD CONDITION AND THE DISTANCE AND
 TU2404'DIRECTIONS TO THE MARKS MEASURED ON THIS DATE COMPARED FAVORABLY
 TU2404'WITH THE 1967 MEASUREMENTS.  THE 1967 RECOVERY NOTE IS ADEQUATE.
 TU2404'
 TU2404'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2404'
 TU2404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2404'5-3/4 MILES SSW OF PARK HEADQUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2823 ***********************************************************************
 TU2823  DESIGNATION -  OHEO
 TU2823  PID         -  TU2823
 TU2823  STATE/COUNTY-  HI/MAUI
 TU2823  USGS QUAD   -  KIPAHULU (1983)
 TU2823
 TU2823                         *CURRENT SURVEY CONTROL
 TU2823  ___________________________________________________________________
 TU2823* NAD 83(1993)-  20 40 41.82612(N)    156 03 07.59120(W)     ADJUSTED  
 TU2823* LOCAL TIDAL -       480.0    (meters)    1575.     (feet)  VERT ANG  
 TU2823  ___________________________________________________________________
 TU2823  EPOCH DATE  -        1993.62
 TU2823  LAPLACE CORR-         -12.35  (seconds)                    DEFLEC99
 TU2823  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU2823
 TU2823  HORZ ORDER  -  FIRST
 TU2823
 TU2823.The horizontal coordinates were established by classical geodetic methods
 TU2823.and adjusted by the National Geodetic Survey in December 1998..
 TU2823.The horizontal coordinates are valid at the epoch date displayed above.
 TU2823.The epoch date for horizontal control is a decimal equivalence
 TU2823.of Year/Month/Day.
 TU2823
 TU2823.The orthometric height was determined by vertical angle observations.
 TU2823
 TU2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2823
 TU2823.The geoid height was determined by GEOID03.
 TU2823
 TU2823;                    North         East     Units Scale Factor Converg.
 TU2823;SPC HI 2     -    38,309.825   564,030.547   MT  1.00001732   +0 13 01.3
 TU2823;UTM  04      - 2,289,334.898   807,124.931   MT  1.00076590   +1 02 30.4
 TU2823;UTM  05      - 2,289,535.980   182,009.594   MT  1.00084987   -1 04 43.2
 TU2823
 TU2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2823!SPC HI 2     -   0.99992209  x   1.00001732  =   0.99993941
 TU2823!UTM  04      -   0.99992209  x   1.00076590  =   1.00068793
 TU2823!UTM  05      -   0.99992209  x   1.00084987  =   1.00077189
 TU2823
 TU2823|---------------------------------------------------------------------|
 TU2823| PID    Reference Object                     Distance      Geod. Az  |
 TU2823|                                                           dddmmss.s |
 TU2823| CN5961 OHEO RM 1                            12.048 METERS 04520     |
 TU2823| TU2810 MUOLEA                              APPROX. 4.6 KM 0790042.8 |
 TU2823| CN5962 OHEO RM 2                            16.540 METERS 35023     |
 TU2823|---------------------------------------------------------------------|
 TU2823
 TU2823                          SUPERSEDED SURVEY CONTROL
 TU2823
 TU2823  NAD 83(1986)-  20 40 41.79500(N)    156 03 07.61367(W) AD(       ) 1
 TU2823  OLD HI      -  20 40 53.28000(N)    156 03 17.69100(W) AD(       ) 1
 TU2823
 TU2823.Superseded values are not recommended for survey control.
 TU2823.NGS no longer adjusts projects to the OLD HI datum.
 TU2823.See file dsdata.txt to determine how the superseded data were derived.
 TU2823
 TU2823_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0712589335(NAD 83)
 TU2823_MARKER: Z = SEE DESCRIPTION
 TU2823_SETTING: 0 = UNSPECIFIED SETTING
 TU2823
 TU2823  HISTORY     - Date     Condition        Report By
 TU2823  HISTORY     - 1950     MONUMENTED       CGS
 TU2823  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2823  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2823
 TU2823                          STATION DESCRIPTION
 TU2823
 TU2823'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2823'LOCATED ON THE SOUTHEAST COAST OF EAST MAUI, SOUTH HANA DISTRICT,
 TU2823'IN LAND OF ALAEIKI, ABOUT 1.0 MILE IN FROM THE COAST AT UPPER EDGE
 TU2823'OF STEEP PASTURE LAND OF THE KUPAHULU RANCH.  0.2 MILES EAST OF
 TU2823'OHEO GULCH AND 0.1 MILES BELOW THE KIPAHULU FOREST RESERVE
 TU2823'BOUNDARY.  50 PACES NORTHEAST OF A SMALL WASH, AT THE NORTHEAST
 TU2823'EDGE OF A CLUMP OF GUAVA TREES ON A NARROW SHELF THAT APPEARS TO
 TU2823'BE AN OLD DITCH.
 TU2823'
 TU2823'A STANDARD DISK CEMENTED IN THE TOP OF A TERRA COTTA PIPE
 TU2823'PROJECTING 8 INCHES, STAMPED OHEO 1950.
 TU2823'
 TU2823'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  A STANDARD DISK
 TU2823'CEMENTED IN A DRILL HOLE IN A BURIED BOULDER PROJECTING 2 INCHES,
 TU2823'STAMPED OHEO NO 1 1950.
 TU2823'
 TU2823'REFERENCE MARK NO. 2 IS NORTH NORTHWEST OF THE STATION.  A
 TU2823'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BURIED BOULDER
 TU2823'PROJECTING FOUR INCHES, STAMPED OHEO NO 2 1950.
 TU2823'
 TU2823'TO REACH FROM THE POST OFFICE AT HANA--GO SOUTHWESTERLY ON COAST
 TU2823'HIGHWAY FOR 10.3 MILES TO A BOARD GATE ON RIGHT JUST BEFORE
 TU2823'REACHING SEVEN POOLS.  TURN RIGHT THROUGH GATE AND GO WEST TO
 TU2823'UPPER END OF PASTURE AND STATION.
 TU2823'
 TU2823'HEIGHT OF LIGHT ABOVE STATION MARK 1.00 METER.
 TU2823
 TU2823                          STATION RECOVERY (1961)
 TU2823
 TU2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2823'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2823'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 TU2823'
 TU2823'THE STATION IS A STANDARD DISK CEMENTED INTO A 2 INCH IRON PIPE
 TU2823'AND THE REFERENCE MARKS ARE HIDDEN BY THE TALL GRASS.
 TU2823'
 TU2823'A KEY TO ENTER THE GATE LEADING TO THE FIELD MAY BE SECURED FROM
 TU2823'THE ULAPALAKUA RANCH BRANCH AT KIPAHULU.
 TU2823
 TU2823                          STATION RECOVERY (1969)
 TU2823
 TU2823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2823'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2823'ALTHOUGH DISCREPANCIES WERE FOUND IN THE DISTANCE TO BOTH RMS.  A
 TU2823'COMPLETE DESCRIPTION FOLLOWS--
 TU2823'
 TU2823'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF HANA, 1-1/4 MILES
 TU2823'NORTHWEST OF THE SEVEN SACRED POOLS, 1/4-MILE EAST OF OHEO GULCH,
 TU2823'400 FEET SOUTHWEST OF A SMALL BUT DEEP AND WOODED GULCH, AND 50
 TU2823'YARDS NORTHEAST OF A SHALLOW DRAW, AT UPPER END OF THE STEEP
 TU2823'PASTURE LAND RUNNING UP FROM THE HIGHWAY.  IT IS JUST INSIDE THE
 TU2823'HEAVY GUAVA BRUSH BORDERING THE PASTURE, ON A SMALL, ROUNDED
 TU2823'POINT, ALONG AN 8-FOOT-WIDE, FLAT AREA, NOW A CATTLE TRAIL, BUT
 TU2823'APPEARING TO HAVE BEEN AN OLD DITCH.
 TU2823'
 TU2823'TO REACH STATION FROM THE KIPAHULU RANCH HEADQUARTERS, GO EAST ON
 TU2823'THE MAIN ROAD FOR 1.2 MILES TO WIRE GATE ON LEFT, JUST PAST THE
 TU2823'SEVEN SACRED POOLS.  PASS THROUGH GATE AND GO UP STEEP PASTURE
 TU2823'SLOPE, FIRST PASSING AROUND LEFT END OF A GUAVE ROW PART WAY UP,
 TU2823'THEN WORKING BACK TO RIGHT, FOR 1.2 MILES TO END OF TRUCK TRAVEL
 TU2823'AT FENCE LINE.  PACK ON UP PASTURE ABOUT 1/3-MILE TO GUAVA BRUSH
 TU2823'AND STATION.
 TU2823'
 TU2823'STATION MARK IS A STANDARD DISK STAMPED OHEO 1950, SET IN THE TOP
 TU2823'OF A 2-1/2-INCH PIPE PROJECTING 1 FOOT FROM GROUND.  IT IS ON THE
 TU2823'LOWER EDGE OF THE TRAIL, HIDDEN BY GRASS, AND HAS A FEW BOULDERS
 TU2823'AROUND IT.
 TU2823'
 TU2823'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OHEO NO 1
 TU2823'1950, CEMENTED IN A DRILL HOLE IN A 12-INCH BEDROCK FLUSH WITH
 TU2823'GROUND, ALONG THE UPHILL SIDE OF THE TRAIL, AT ABOUT SAME
 TU2823'ELEVATION AS STATION MARK.
 TU2823'
 TU2823'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OHEO NO 2
 TU2823'1950, CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH GROUND, ON
 TU2823'THE STEEP SLOPE ABOVE TRAIL, 14.2 FEET HIGHER THAN STATION MARK,
 TU2823'AND HIDDEN BY GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2484 ***********************************************************************
 TU2484  DESIGNATION -  OHEPUUPUU RESET
 TU2484  PID         -  TU2484
 TU2484  STATE/COUNTY-  HI/HAWAII
 TU2484  USGS QUAD   -  MILOLII (1996)
 TU2484
 TU2484                         *CURRENT SURVEY CONTROL
 TU2484  ___________________________________________________________________
 TU2484* NAD 83(1993)-  19 08 04.77728(N)    155 54 42.33995(W)     ADJUSTED  
 TU2484* LOCAL TIDAL -        31.0    (meters)     102.     (feet)  VERT ANG  
 TU2484  ___________________________________________________________________
 TU2484  EPOCH DATE  -        1993.62
 TU2484  LAPLACE CORR-          18.84  (seconds)                    DEFLEC99
 TU2484  GEOID HEIGHT-          16.34  (meters)                     GEOID03
 TU2484
 TU2484  HORZ ORDER  -  SECOND
 TU2484
 TU2484.The horizontal coordinates were established by classical geodetic methods
 TU2484.and adjusted by the National Geodetic Survey in December 1998..
 TU2484.The horizontal coordinates are valid at the epoch date displayed above.
 TU2484.The epoch date for horizontal control is a decimal equivalence
 TU2484.of Year/Month/Day.
 TU2484
 TU2484.The orthometric height was determined by vertical angle observations.
 TU2484
 TU2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2484
 TU2484.The geoid height was determined by GEOID03.
 TU2484
 TU2484;                    North         East     Units Scale Factor Converg.
 TU2484;SPC HI 1     -    33,404.367   456,680.991   MT  0.99998985   -0 08 05.9
 TU2484;UTM  05      - 2,118,280.348   193,680.594   MT  1.00076006   -0 57 18.7
 TU2484
 TU2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2484!SPC HI 1     -   0.99999256  x   0.99998985  =   0.99998241
 TU2484!UTM  05      -   0.99999256  x   1.00076006  =   1.00075261
 TU2484
 TU2484|---------------------------------------------------------------------|
 TU2484| PID    Reference Object                     Distance      Geod. Az  |
 TU2484|                                                           dddmmss.s |
 TU2484| CN5963 OHEPUUPUU RM 1                       20.030 METERS 04902     |
 TU2484| TU2460 OHIALELE                            APPROX.18.0 KM 0531649.5 |
 TU2484| TU2464 BARN                                APPROX. 5.6 KM 0563653.8 |
 TU2484| TU2465 S MOWAE                             APPROX. 5.3 KM 0581228.1 |
 TU2484| TU2455 HAPAIMANU                           APPROX.17.0 KM 0751135.3 |
 TU2484| TU2462 KALIHI                              APPROX. 7.2 KM 0893105.9 |
 TU2484| CN5964 OHEPUUPUU RM 2                       14.645 METERS 10726     |
 TU2484| TU2477 CAIRN                               APPROX. 2.0 KM 1873411.0 |
 TU2484| TU2488 HANAMALO 2 RESET                    APPROX. 2.4 KM 3512259.0 |
 TU2484|---------------------------------------------------------------------|
 TU2484
 TU2484                          SUPERSEDED SURVEY CONTROL
 TU2484
 TU2484  NAD 83(1986)-  19 08 04.77302(N)    155 54 42.38581(W) AD(       ) 2
 TU2484  OLD HI      -  19 08 15.59800(N)    155 54 52.42800(W) AD(       ) 2
 TU2484
 TU2484.Superseded values are not recommended for survey control.
 TU2484.NGS no longer adjusts projects to the OLD HI datum.
 TU2484.See file dsdata.txt to determine how the superseded data were derived.
 TU2484
 TU2484_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9368118280(NAD 83)
 TU2484_MARKER: DS = TRIANGULATION STATION DISK
 TU2484_SETTING: 80 = SET IN A BOULDER
 TU2484_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2484
 TU2484  HISTORY     - Date     Condition        Report By
 TU2484  HISTORY     - 1948     MONUMENTED       CGS
 TU2484  HISTORY     - 1968     GOOD             CGS
 TU2484  HISTORY     - 1973     GOOD             NGS
 TU2484  HISTORY     - 1979     GOOD             NOS
 TU2484
 TU2484                          STATION DESCRIPTION
 TU2484
 TU2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2484'THE STATION WAS RECOVERED AS DESCRIBED.  A STANDARD STATION DISK
 TU2484'AND TWO REFERENCE MARKS WERE ESTABLISHED.  A NEW DESCRIPTION
 TU2484'FOLLOWS--
 TU2484'
 TU2484'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTH OF MILOLII, ABOUT 1
 TU2484'MILE NORTHEAST OF THE NIUOU COCOANUT GROVE, ABOUT 0.3 MILE EAST
 TU2484'OF THE BEACH, ABOUT 200 FEET NORTH OF A WELL MARKED TRAIL AND
 TU2484'ABOUT 50 FEET SOUTH AND WEST OF A WELL MARKED SIDE TRAIL.  THE
 TU2484'STATION IS ON THE SUMMIT OF A PROMINENT LAVA KNOLL WHICH PROJECTS
 TU2484'ABOUT 20 FEET ABOVE THE SURROUNDING LAVA.
 TU2484'
 TU2484'THE STATION IS BEST REACHED, BY BOAT, FROM THE VILLAGE OF
 TU2484'MILOLII.  A LANDING CAN BE MADE IN A SMALL COVE WHICH LIES ABOUT
 TU2484'500 FEET SOUTH OF THE ANCIENT HAWAIIAN SLIDE.  IN ROUGH WEATHER
 TU2484'THE STATION CAN BE REACHED BY A GOOD FOOT TRAIL FROM THE VILLAGE
 TU2484'OF MILOLII.
 TU2484'
 TU2484'THE STATION IS A STANDARD DISK, UNSTAMPED, SET INTO A DRILL HOLE
 TU2484'IN A BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 TU2484'
 TU2484'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, UNSTAMPED, SET IN A
 TU2484'DRILL HOLE IN A BOULDER WHICH IS ABOUT 25 FEET LONG, 15 FEET WIDE,
 TU2484'AND PROJECTS ABOUT 6 FEET.  IT IS LOCATED TO THE NORTH OF A TRAIL
 TU2484'AND IS 2.51 METERS LOWER THAN THE STATION.
 TU2484'
 TU2484'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, UNSTAMPED, SET INTO A
 TU2484'DRILL HOLE IN A BOULDER WHICH IS ABOUT 7 FEET LONG, 4 FEET WIDE
 TU2484'AND PROJECTS ABOUT 3 FEET.  IT IS LOCATED ABOUT 2 FEET EAST OF
 TU2484'A TRAIL AND 1.43 METERS LOWER THAN THE STATION.
 TU2484'
 TU2484'BOUNDARY MONUMENT NUMBER 4 IS A 1 INCH PIPE WHICH PROJECTS ABOUT
 TU2484'6 INCHES ABOVE A SQUARE SLAB OF CONCRETE.  IT IS LOCATED ABOUT
 TU2484'0.3 MILE WEST OF THE STATION, ABOUT 100 FEET EAST OF THE SEA AND
 TU2484'JUST NORTH OF A NUMBER OF SCRUB TREES.  IT IS THE MOST
 TU2484'NORTHEASTERLY OF FOUR PIPES.
 TU2484
 TU2484                          STATION RECOVERY (1968)
 TU2484
 TU2484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2484'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NOW POSSIBLE TO
 TU2484'DRIVE WITHIN 1/4-MILE OF STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2484'
 TU2484'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF MILOLII, 1500 FEET
 TU2484'EAST OF KAUPO BAY, 800 FEET SOUTHEAST OF HOLUA SLIDE, AN OLD
 TU2484'HAWAIIAN SLIDE BUILT OF STONES, AND 32 FEET SOUTHWEST OF AN OLD
 TU2484'STONE TRAIL, ON A KNOLL OF ABOUT 102 FEET ELEVATION IN ROUGH
 TU2484'LAVA LAND.
 TU2484'
 TU2484'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2484'STATE HIGHWAY 11 FOR 19.7 MILES TO THE HONOMALINO AGRICULTURE
 TU2484'CO.  OFFICE ON RIGHT.  FROM THE OFFICE GO SOUTH ON NARROW MACADAM
 TU2484'ROAD FOR 0.25 MILE TO DIM ROAD RIGHT.  TURN RIGHT AND GO DOWN
 TU2484'THROUGH ORCHARD FOR 1.1 MILES TO LOCKED GATE (KEY WAS OBTAINED AT
 TU2484'THE HONOMALINO OFFICE).  PASS THROUGH GATE AND GO 0.4 MILE TO
 TU2484'T-JUNCTION.  TURN LEFT AND GO 0.8 MILE.  TAKE RIGHT FORK,
 TU2484'INSIDE WIRE CORRAL, AND GO DOWN THROUGH PASTURE LAND FOR 2.6
 TU2484'MILES TO T-JUNCTION AT BEACH.  TURN LEFT AND FOLLOW BEACH
 TU2484'ROAD FOR 0.8 MILE TO OLD SLIDE ON LEFT.  PACK SOUTHEAST ALONG
 TU2484'STONE TRAIL ABOUT 400 YARDS TO STATION.
 TU2484'
 TU2484'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2484'HOLE IN A BOULDER FLUSH WITH GROUND.
 TU2484'
 TU2484'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2484'IN A DRILL HOLE IN THE WEST END OF A LARGE ROUNDED LAVA FORMATION
 TU2484'PROJECTING 6 FEET ABOVE GROUND, AND IS 8.3 FEET LOWER THAN
 TU2484'STATION MARK.
 TU2484'
 TU2484'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2484'IN A DRILL HOLE IN A 4-FOOT BOULDER, 4 FEET EAST OF THE TRAIL AND
 TU2484'4.8 FEET LOWER THAN STATION MARK.
 TU2484
 TU2484                          STATION RECOVERY (1973)
 TU2484
 TU2484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CAB)
 TU2484'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 TU2484'
 TU2484'THE NEW TO REACH DESCRIPTION IS AS FOLLOWS--TO REACH STATION
 TU2484'FROM THE POST OFFICE AT HANAUNAU, GO SOUTH ON STATE HIGHWAY 11 FOR
 TU2484'19.7 MILES TO THE HONOMALINO AGRICULTURE COMPANY OFFICE ON
 TU2484'RIGHT.  FROM THE OFFICE CONTINUE SOUTH UP HILL AND RETURN TO HWY
 TU2484'11, AT THE HIGHWAY TURN RIGHT AND PROCEED SOUTH FOR 0.2 MILE TO
 TU2484'NARROW ASPHALT ROAD ON RIGHT.  TURN RIGHT AND FOLLOW ROAD FOR
 TU2484'0.3 MILE TO TWO MANGO TREES ON THE LEFT AND A NARROW TRACK ROAD
 TU2484'TO THE RIGHT LEADING THROUGH A MACADAMIA ORCHARD.  FOLLOW
 TU2484'THIS TRACK ROAD 1.3 MILES TO A LOCKED GATE (KEY WAS OBTAINED AT
 TU2484'THE HONOMALINO OFFICE).  PASS THROUGH GATE FOR 0.2 MILE AND TAKE
 TU2484'RIGHT FORK IN ROAD AND CONTINUE 0.6 MILE TO A WIRE CORRAL.  GO
 TU2484'THROUGH CORRAL AND TAKE THE LEFT EXIT WHICH MAKES A SHARP
 TU2484'U-TURN AND PARALLELS THE ROAD THAT ENTERED THE CORRAL.
 TU2484'CONTINUE FOR 2.3 MILES WHERE A ROAD JOINS FROM THE RIGHT AND
 TU2484'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A T-JUNCTION AT BEACH.
 TU2484'TURN LEFT AND FOLLOW BEACH ROAD SOUTH FOR 0.8 MILE TO OLD
 TU2484'SLIDE ON LEFT.  PACK SOUTHEAST ALONG STONE TRAIL ABOUT 400
 TU2484'YARDS TO STATION.
 TU2484
 TU2484                          STATION RECOVERY (1979)
 TU2484
 TU2484'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2484'THE MARKS WERE RECOVERED AS DESCRIBED. THE STATION WAS
 TU2484'REACHED BY SMALL BOAT. LAND AT OKEA BAY AND PROCEED SOUTH
 TU2484'ALONG JEEP TRAIL TILL YOU REACH KAUPO BAY. LANDING AT
 TU2484'THIS BEACH MAY BE POSSIBLE ON A CALM DAY, GO INLAND
 TU2484'ALONG A TRAIL MARKED WITH BLACK AND WHITE STONES,
 TU2484'APPROXIMATELY 1/8 MILE. THERE WILL BE ANOTHER TRAIL
 TU2484'HEADING NORTH. FOLLOW THIS TRAIL TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3331 ***********************************************************************
 TU3331  DESIGNATION -  OHIANUI 1925
 TU3331  PID         -  TU3331
 TU3331  STATE/COUNTY-  HI/MAUI
 TU3331  USGS QUAD   -  
 TU3331
 TU3331                         *CURRENT SURVEY CONTROL
 TU3331  ___________________________________________________________________
 TU3331* NAD 83(1993)-  21 04 52.06186(N)    156 51 14.01963(W)     ADJUSTED  
 TU3331* LOCAL TIDAL -       643.     (meters)    2110.     (feet)  SCALED    
 TU3331  ___________________________________________________________________
 TU3331  EPOCH DATE  -        1993.62
 TU3331  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 TU3331  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU3331
 TU3331  HORZ ORDER  -  THIRD
 TU3331
 TU3331.The horizontal coordinates were established by classical geodetic methods
 TU3331.and adjusted by the National Geodetic Survey in December 1998..
 TU3331.The horizontal coordinates are valid at the epoch date displayed above.
 TU3331.The epoch date for horizontal control is a decimal equivalence
 TU3331.of Year/Month/Day.
 TU3331
 TU3331.The orthometric height was scaled from a topographic map.
 TU3331
 TU3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3331
 TU3331.The geoid height was determined by GEOID03.
 TU3331
 TU3331;                    North         East     Units Scale Factor Converg.
 TU3331;SPC HI 2     -    82,799.489   480,545.024   MT  0.99997134   -0 04 02.4
 TU3331;UTM  04      - 2,332,628.804   722,960.379   MT  1.00021436   +0 46 20.1
 TU3331
 TU3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3331!SPC HI 2     -   0.99989643  x   0.99997134  =   0.99986777
 TU3331!UTM  04      -   0.99989643  x   1.00021436  =   1.00011076
 TU3331
 TU3331:                Primary Azimuth Mark                     Grid Az
 TU3331:SPC HI 2     -  MAPULEHU                                 106 07 31.2
 TU3331:UTM  04      -  MAPULEHU                                 105 17 08.7
 TU3331
 TU3331|---------------------------------------------------------------------|
 TU3331| PID    Reference Object                     Distance      Geod. Az  |
 TU3331|                                                           dddmmss.s |
 TU3331| TU3321 MAPULEHU                            APPROX. 5.6 KM 1060328.8 |
 TU3331|---------------------------------------------------------------------|
 TU3331
 TU3331                          SUPERSEDED SURVEY CONTROL
 TU3331
 TU3331  NAD 83(1986)-  21 04 52.01637(N)    156 51 13.96989(W) AD(       ) 3
 TU3331  OLD HI      -  21 05 03.43000(N)    156 51 24.09300(W) AD(       ) 3
 TU3331
 TU3331.Superseded values are not recommended for survey control.
 TU3331.NGS no longer adjusts projects to the OLD HI datum.
 TU3331.See file dsdata.txt to determine how the superseded data were derived.
 TU3331
 TU3331_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2296032629(NAD 83)
 TU3331
 TU3331  HISTORY     - Date     Condition        Report By
 TU3331  HISTORY     - 1925     MONUMENTED       CGS
 TU3331  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3331
 TU3331                          STATION DESCRIPTION
 TU3331
 TU3331'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3331'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3331'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED BY
 TU3331'A 4 X 6 REDWOOD POST 3.9 FEET NORTH OF A CROSS ON A ROCK.  A
 TU3331'SEARCH WAS MADE BUT NO MARK WAS RECOVERED.  THIS VICINITY IS
 TU3331'HEAVILY COVERED WITH FERNS UP TO 6 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1558 ***********************************************************************
 TU1558  DESIGNATION -  OHIKILOLO
 TU1558  PID         -  TU1558
 TU1558  STATE/COUNTY-  HI/HONOLULU
 TU1558  USGS QUAD   -  KAENA (1983)
 TU1558
 TU1558                         *CURRENT SURVEY CONTROL
 TU1558  ___________________________________________________________________
 TU1558* NAD 83(1993)-  21 30 57.82149(N)    158 12 55.79417(W)     ADJUSTED  
 TU1558* LOCAL TIDAL -       370.     (meters)    1214.     (feet)  SCALED    
 TU1558  ___________________________________________________________________
 TU1558  EPOCH DATE  -        1993.62
 TU1558  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 TU1558  GEOID HEIGHT-          15.18  (meters)                     GEOID03
 TU1558
 TU1558  HORZ ORDER  -  THIRD
 TU1558
 TU1558.The horizontal coordinates were established by classical geodetic methods
 TU1558.and adjusted by the National Geodetic Survey in December 1998..
 TU1558.The horizontal coordinates are valid at the epoch date displayed above.
 TU1558.The epoch date for horizontal control is a decimal equivalence
 TU1558.of Year/Month/Day.
 TU1558
 TU1558.The orthometric height was scaled from a topographic map.
 TU1558
 TU1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1558
 TU1558.The geoid height was determined by GEOID03.
 TU1558
 TU1558;                    North         East     Units Scale Factor Converg.
 TU1558;SPC HI 3     -    38,700.534   477,672.650   MT  0.99999616   -0 04 44.5
 TU1558;UTM  04      - 2,379,467.342   581,250.650   MT  0.99968157   +0 17 15.9
 TU1558
 TU1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1558!SPC HI 3     -   0.99993946  x   0.99999616  =   0.99993562
 TU1558!UTM  04      -   0.99993946  x   0.99968157  =   0.99962105
 TU1558
 TU1558:                Primary Azimuth Mark                     Grid Az
 TU1558:SPC HI 3     -  KEAAU                                    165 10 09.9
 TU1558:UTM  04      -  KEAAU                                    164 48 09.5
 TU1558
 TU1558|---------------------------------------------------------------------|
 TU1558| PID    Reference Object                     Distance      Geod. Az  |
 TU1558|                                                           dddmmss.s |
 TU1558| TU1740 KEAAU                               APPROX. 3.0 KM 1650525.4 |
 TU1558|---------------------------------------------------------------------|
 TU1558
 TU1558                          SUPERSEDED SURVEY CONTROL
 TU1558
 TU1558  NAD 83(1986)-  21 30 57.77045(N)    158 12 55.80580(W) AD(       ) 3
 TU1558  OLD HI      -  21 31 09.13900(N)    158 13 05.73000(W) AD(       ) 3
 TU1558
 TU1558.Superseded values are not recommended for survey control.
 TU1558.NGS no longer adjusts projects to the OLD HI datum.
 TU1558.See file dsdata.txt to determine how the superseded data were derived.
 TU1558
 TU1558_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8125179467(NAD 83)
 TU1558
 TU1558  HISTORY     - Date     Condition        Report By
 TU1558  HISTORY     - UNK      MONUMENTED
 TU1558  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1558  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1558
 TU1558                          STATION DESCRIPTION
 TU1558
 TU1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1558'MARKED WITH U.S.E. PLATE SET IN 5 IN CONCRETE PIPE FLUSH WITH
 TU1558'GROUND.  IN GOOD CONDITION.
 TU1558
 TU1558                          STATION RECOVERY (1964)
 TU1558
 TU1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1558'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU1558'DESCRIPTION FOLLOWS--
 TU1558'
 TU1558'STATION IS LOCATED ABOUT 3-1/4 MILES NORTH OF MAKAHA VILLAGE, ON A
 TU1558'POINT AT ABOUT 1215 FEET ELEVATION ALONG THE PROMINENT RIDGE AT THE
 TU1558'SOUTH SIDE OF MAKUA VALLEY, AND ABOUT MIDWAY ALONG RIDGE BETWEEN
 TU1558'STATIONS MAKUA 2 AND LOLO.
 TU1558'
 TU1558'TO REACH STATION FROM THE SHOPPING CENTER IN MAKAHA VILLAGE,
 TU1558'GO NORTH ON STATE HIGHWAY 90 FOR 5.4 MILES TO A TRACK CROSSROAD
 TU1558'AT SOUTH SIDE OF OLD CEMETERY ON RIGHT, JUST AFTER CROSSING
 TU1558'BRIDGE.  TURN RIGHT AND FOLLOW MAIN TRACK ROAD SOUTHEAST ALONG
 TU1558'BASE OF RIDGE FOR 0.9 MILE TO END OF TRUCK TRAVEL AT PARKING
 TU1558'AREA ON RIGHT.  PACK SOUTHERLY UP SIDE OF RIDGE TO STATION
 TU1558'MAKUA 2 ON THE POINT ON END OF RIDGE, THEN GO EAST ON TRAIL
 TU1558'ALONG CREST OF RIDGE FOR ABOUT 1/2 MILE TO STATION.
 TU1558'
 TU1558'STATION MARK IS A 3 X 4-INCH BRASS PLATE SET IN CEMENT IN THE
 TU1558'TOP OF A 5-INCH SOIL PIPE FLUSH WITH GROUND.  THE PLATE IS
 TU1558'VERY FAINTLY STAMPED OHIKILOLO, AND ALSO HAS US ENG ELEV
 TU1558'INSCRIBED IN IT.  IT IS LOCATED ON A NARROW, ROCKY SHOULDER OF
 TU1558'THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1465 ***********************************************************************
 TU1465  DESIGNATION -  OHULEHULE 1875
 TU1465  PID         -  TU1465
 TU1465  STATE/COUNTY-  HI/HONOLULU
 TU1465  USGS QUAD   -  KAHANA (1983)
 TU1465
 TU1465                         *CURRENT SURVEY CONTROL
 TU1465  ___________________________________________________________________
 TU1465* NAD 83(1993)-  21 30 45.10109(N)    157 52 31.41029(W)     ADJUSTED  
 TU1465* LOCAL TIDAL -       688.     (meters)    2257.     (feet)  VERT ANG  
 TU1465  ___________________________________________________________________
 TU1465  EPOCH DATE  -        1993.62
 TU1465  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 TU1465  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU1465
 TU1465  HORZ ORDER  -  SECOND
 TU1465
 TU1465.The horizontal coordinates were established by classical geodetic methods
 TU1465.and adjusted by the National Geodetic Survey in December 1998..
 TU1465.The horizontal coordinates are valid at the epoch date displayed above.
 TU1465.The epoch date for horizontal control is a decimal equivalence
 TU1465.of Year/Month/Day.
 TU1465
 TU1465.The orthometric height was determined by vertical angle observations.
 TU1465.No vertical observational check was made to the station.
 TU1465
 TU1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1465
 TU1465.The geoid height was determined by GEOID03.
 TU1465
 TU1465;                    North         East     Units Scale Factor Converg.
 TU1465;SPC HI 3     -    38,299.050   512,910.706   MT  0.99999206   +0 02 44.5
 TU1465;UTM  04      - 2,379,291.479   616,481.057   MT  0.99976765   +0 24 44.8
 TU1465
 TU1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1465!SPC HI 3     -   0.99988945  x   0.99999206  =   0.99988151
 TU1465!UTM  04      -   0.99988945  x   0.99976765  =   0.99965713
 TU1465
 TU1465:                Primary Azimuth Mark                     Grid Az
 TU1465:SPC HI 3     -  WAIAHILAHILA                             336 01 51.4
 TU1465:UTM  04      -  WAIAHILAHILA                             335 39 51.1
 TU1465
 TU1465|---------------------------------------------------------------------|
 TU1465| PID    Reference Object                     Distance      Geod. Az  |
 TU1465|                                                           dddmmss.s |
 TU1465| TU1470 WAIAHILAHILA                        APPROX. 9.6 KM 3360435.9 |
 TU1465|---------------------------------------------------------------------|
 TU1465
 TU1465                          SUPERSEDED SURVEY CONTROL
 TU1465
 TU1465  NAD 83(1986)-  21 30 45.05016(N)    157 52 31.42048(W) AD(       ) 2
 TU1465  OLD HI      -  21 30 56.47861(N)    157 52 41.31579(W) AD(       ) 2
 TU1465
 TU1465.Superseded values are not recommended for survey control.
 TU1465.NGS no longer adjusts projects to the OLD HI datum.
 TU1465.See file dsdata.txt to determine how the superseded data were derived.
 TU1465
 TU1465_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1648179291(NAD 83)
 TU1465
 TU1465  HISTORY     - Date     Condition        Report By
 TU1465  HISTORY     - 1875     MONUMENTED       COASUR
 TU1465  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1465  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1465  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1465  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1465
 TU1465                          STATION DESCRIPTION
 TU1465
 TU1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1465'ON EASTERN COAST OF OAHU, ON SUMMIT OF PROMINENT CONICAL PEAK
 TU1465'KNOWN AS PUU OHULEHULE, WHICH IS LOCATED ABOUT HALFWAY BETWEEN
 TU1465'THE SEA AND THE KOOLAU RANGE, AND IS ON THE RIDGE WHICH DIVIDES THE
 TU1465'KOOLAULOA AND KOOLAUPOKO DISTRICTS.  A VERY DIFFICULT CLIMB,
 TU1465'PROBABLY BEST MADE FROM THE NORTH SIDE OF THE DIVIDING
 TU1465'RIDGE.  COMING FROM HONOLULU TURN LEFT OFF MAIN ROAD INTO DIRT
 TU1465'ROAD JUST BEFORE CROSSING THE CONCRETE BRIDGE AT KAHANA
 TU1465'BAY.  FOLLOW THIS ROAD UP TO A SMALL SETTLEMENT OF LABORERS
 TU1465'HOUSES AND BEGIN HIKE FROM THERE ON ROAD LEADING TOWARD THE
 TU1465'PEAK.  STATION ORIGINALLY MARKED BY IRON STAKE AND REDWOOD
 TU1465'POST.  THIS WAS LATER REPLACED BY A 2-INCH PIPE EMBEDDED IN
 TU1465'CONCRETE, THE WHOLE EMBEDDED IN THE GROUND.  PIPE PROJECTS
 TU1465'A FEW INCHES ABOVE GROUND.  IT SUPPORTS A TALL PIPE SIGNAL
 TU1465'WHICH IS AT A SLANT NECESSITATING CORRECTION FOR ECCENTRICITY.
 TU1465'RE-MARKED ACCORDING TO NOTE 14X IN 1929.
 TU1465
 TU1465                          STATION RECOVERY (1933)
 TU1465
 TU1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1465'RECOVERED IN GOOD CONDITION.  SIGNAL IS ABOUT 15 FEET TALL.  THE
 TU1465'APPROACH FROM THE S OR WAIKANE SIDE IS THOUGHT TO BE LESS DIFFICULT
 TU1465'THAN ON THE N SIDE, AS THERE IS LESS BRUSH.
 TU1465
 TU1465                          STATION RECOVERY (1964)
 TU1465
 TU1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1465'STATION WAS RECOVERED AS DESCRIBED.  TOP OF PEAK HAS A GROWTH OF
 TU1465'BRUSH ABOUT 15 FEET HIGH WHICH HIDES THE TARGET.  A COMPLETE
 TU1465'DESCRIPTION FOLLOWS--
 TU1465'
 TU1465'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF KAAAWA ON THE TOP OF
 TU1465'PUU OHULEHULE, A LONE, SHARP-TOPPED PEAK OF ABOUT 2265 FEET
 TU1465'ELEVATION THAT LIES ABOUT 1-3/4 MILE NORTHEAST OF THE KOOLAU
 TU1465'MOUNTAIN RANGE.
 TU1465'
 TU1465'TO REACH STATION FROM THE POST OFFICE IN KANEOHE, GO NORTHERLY ON
 TU1465'STATE HIGHWAY 83 FOR 6.5 MILES TO THE WAIAHOLE POI FACTORY ON THE
 TU1465'LEFT.  CONTINUE ON THE HIGHWAY FOR 0.7 MILE TO DIRT SIDE ROAD LEFT,
 TU1465'AT FIRE HYDRANT W888.  TURN LEFT AND GO 0.8 MILE TO FORK.  TAKE
 TU1465'RIGHT FORK, DOWN INTO CANYON AND FOLLOW MAIN ROAD UP CANYON FOR
 TU1465'1.2 MILES TO FORK.  TAKE LEFT FORK, PASSING THROUGH A CHAIN
 TU1465'GATE, AND GO 1.2 MILES TO THE FIRST CABIN OF 3 AT THE END OF THE
 TU1465'ROAD.  TAKE TRAIL ACROSS STREAM ON RIGHT AND FOLLOW IT
 TU1465'ABOUT 3/4-MILE TO SADDLE WHERE TRAIL CROSSES OVER RIDGE.
 TU1465'HERE LEAVE TRAIL, GOING TO RIGHT, UP ONTO VERY NARROW TOP OF
 TU1465'RIDGE, AND FOLLOW ROUGH TRAIL ALONG RIDGE LINE NORTH AND
 TU1465'EAST TO TOP OF PEAK AND STATION.  ABOUT A 3-HOUR PACK.  VERY
 TU1465'ROUGH AND SLOW BUT BELIEVED TO BE BEST ROUTE.
 TU1465'
 TU1465'STATION IS MARKED BY A 1-1/2-INCH IRON PIPE SET SOLIDLY IN
 TU1465'CONCRETE.  THE PIPE PROJECTS ABOUT 15 FEET ABOVE GROUND.  A RED
 TU1465'AND WHITE, METAL TARGET HAS BEEN SLIPPED DOWN OVER THE STATION
 TU1465'PIPE.  NOTE--IT WOULD BE NECESSARY TO HACKSAW THE STATION PIPE OFF
 TU1465'IN ORDER TO OCCUPY THE STATION.
 TU1465
 TU1465                          STATION RECOVERY (1970)
 TU1465
 TU1465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1465'STATION NOT VISITED, HOWEVER THE ROAD WAS RIDDEN OUT TO TRAIL UP
 TU1465'TO THE SADDLE RIDGE LINE, AND THE STATION WAS OBSERVED AT CLOSE
 TU1465'HAND FROM AN AIRCRAFT.
 TU1465'
 TU1465'THE STATION MARK, A TALL PIPE WITH RED AND WHITE METAL TARGET
 TU1465'ABOUT ONE THIRD UP FROM THE GROUND, WAS OBSERVED TO EXIST.  PIPE
 TU1465'IS BENT NEAR GROUND LEVEL AND LEANS TO THE WEST AT APPROXIMATELY A
 TU1465'30 DEGREE ANGLE FROM VERTICAL.
 TU1465'
 TU1465'THE RECOVERY DESCRIPTION OF D.G. RUSHFORD, 1964 IS ADEQUATE TO
 TU1465'REACH WITH THE NOTE THAT ONLY THE FOUNDATIONS REMAIN OF THE 3
 TU1465'CABINS.  THE TRAIL HAS BEEN IMPROVED ACROSS THE STREAM SUCH THAT AT
 TU1465'THE CABIN FOUNDATIONS, TURN WEST ACROSS THE STREAM AND GO NORTH ON
 TU1465'THE ROAD FOR 0.1 MILE TO THE TRAIL LEADING WEST TO THE SADDLE.
 TU1465'
 TU1465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1465'7 MILES NORTHWEST OF KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3462 ***********************************************************************
 TU3462  DESIGNATION -  OKE
 TU3462  PID         -  TU3462
 TU3462  STATE/COUNTY-  HI/MAUI
 TU3462  USGS QUAD   -  ILIO POINT (1993)
 TU3462
 TU3462                         *CURRENT SURVEY CONTROL
 TU3462  ___________________________________________________________________
 TU3462* NAD 83(1993)-  21 10 32.69251(N)    157 15 07.52767(W)     ADJUSTED  
 TU3462* LOCAL TIDAL -                                                        
 TU3462  ___________________________________________________________________
 TU3462  EPOCH DATE  -        1993.62
 TU3462  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 TU3462  GEOID HEIGHT-          15.39  (meters)                     GEOID03
 TU3462
 TU3462  HORZ ORDER  -  THIRD
 TU3462
 TU3462.The horizontal coordinates were established by classical geodetic methods
 TU3462.and adjusted by the National Geodetic Survey in December 1998..
 TU3462.The horizontal coordinates are valid at the epoch date displayed above.
 TU3462.The epoch date for horizontal control is a decimal equivalence
 TU3462.of Year/Month/Day.
 TU3462
 TU3462
 TU3462.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3462
 TU3462.The geoid height was determined by GEOID03.
 TU3462
 TU3462;                    North         East     Units Scale Factor Converg.
 TU3462;SPC HI 2     -    93,376.063   439,205.969   MT  1.00001232   -0 12 41.3
 TU3462;UTM  04      - 2,342,598.430   681,465.554   MT  1.00000694   +0 37 53.7
 TU3462
 TU3462                          SUPERSEDED SURVEY CONTROL
 TU3462
 TU3462  NAD 83(1986)-  21 10 32.65125(N)    157 15 07.48298(W) AD(       ) 4
 TU3462  OLD HI      -  21 10 44.12000(N)    157 15 17.69000(W) AD(       ) 3
 TU3462
 TU3462.Superseded values are not recommended for survey control.
 TU3462.NGS no longer adjusts projects to the OLD HI datum.
 TU3462.See file dsdata.txt to determine how the superseded data were derived.
 TU3462
 TU3462_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8146642598(NAD 83)
 TU3462
 TU3462  HISTORY     - Date     Condition        Report By
 TU3462  HISTORY     - UNK      MONUMENTED
 TU3462  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3462
 TU3462                          STATION DESCRIPTION
 TU3462
 TU3462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3462'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S.
 TU3462'QUADRANGLE AND THE AREA VISITED.  THE AREA WAS THROUGHLY SEARCHED
 TU3462'BUT NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK COULD
 TU3462'BE FOUND.  STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2792 ***********************************************************************
 TU2792  DESIGNATION -  OKOBOLA 1877
 TU2792  PID         -  TU2792
 TU2792  STATE/COUNTY-  HI/MAUI
 TU2792  USGS QUAD   -  KEANAE (1983)
 TU2792
 TU2792                         *CURRENT SURVEY CONTROL
 TU2792  ___________________________________________________________________
 TU2792* NAD 83(1993)-  20 51 47.46785(N)    156 10 28.86474(W)     ADJUSTED  
 TU2792* LOCAL TIDAL -       258.6    (meters)     848.     (feet)  VERT ANG  
 TU2792  ___________________________________________________________________
 TU2792  EPOCH DATE  -        1993.62
 TU2792  LAPLACE CORR-         -10.23  (seconds)                    DEFLEC99
 TU2792  GEOID HEIGHT-          15.06  (meters)                     GEOID03
 TU2792
 TU2792  HORZ ORDER  -  FIRST
 TU2792
 TU2792.The horizontal coordinates were established by classical geodetic methods
 TU2792.and adjusted by the National Geodetic Survey in December 1998..
 TU2792.The horizontal coordinates are valid at the epoch date displayed above.
 TU2792.The epoch date for horizontal control is a decimal equivalence
 TU2792.of Year/Month/Day.
 TU2792
 TU2792.The orthometric height was determined by vertical angle observations.
 TU2792
 TU2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2792
 TU2792.The geoid height was determined by GEOID03.
 TU2792
 TU2792;                    North         East     Units Scale Factor Converg.
 TU2792;SPC HI 2     -    58,737.244   551,196.801   MT  0.99999905   +0 10 30.8
 TU2792;UTM  04      - 2,309,589.020   793,987.943   MT  1.00066825   +1 00 24.9
 TU2792
 TU2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2792!SPC HI 2     -   0.99995699  x   0.99999905  =   0.99995604
 TU2792!UTM  04      -   0.99995699  x   1.00066825  =   1.00062521
 TU2792
 TU2792:                Primary Azimuth Mark                     Grid Az
 TU2792:SPC HI 2     -  KAPAULA                                  136 31 05.0
 TU2792:UTM  04      -  KAPAULA                                  135 41 10.9
 TU2792
 TU2792|---------------------------------------------------------------------|
 TU2792| PID    Reference Object                     Distance      Geod. Az  |
 TU2792|                                                           dddmmss.s |
 TU2792| TU2788 KAPAULA                             APPROX. 7.9 KM 1364135.8 |
 TU2792|---------------------------------------------------------------------|
 TU2792
 TU2792                          SUPERSEDED SURVEY CONTROL
 TU2792
 TU2792  NAD 83(1986)-  20 51 47.42903(N)    156 10 28.87006(W) AD(       ) 1
 TU2792  OLD HI      -  20 51 58.98500(N)    156 10 38.98200(W) AD(       ) 1
 TU2792
 TU2792.Superseded values are not recommended for survey control.
 TU2792.NGS no longer adjusts projects to the OLD HI datum.
 TU2792.See file dsdata.txt to determine how the superseded data were derived.
 TU2792
 TU2792_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ9398809589(NAD 83)
 TU2792
 TU2792  HISTORY     - Date     Condition        Report By
 TU2792  HISTORY     - 1877     MONUMENTED       HIGS
 TU2792  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2792  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2792  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2792  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2792
 TU2792                          STATION DESCRIPTION
 TU2792
 TU2792'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2792'NEAR NORTHEAST COAST OF EAST MAUI, IN KOOLAU DISTRICT, ON THE
 TU2792'SUMMIT OF A HILL ABOUT 1,500 FEET ABOVE THE GOVERNMENT ROAD AND
 TU2792'3,700 FEET FROM THE SEA, ADJOINING AN ANCIENT BURIAL PLACE, ON THE
 TU2792'WEST SIDE OF HONOMANU VALLEY.  MARKED BY A CONCRETE POST.
 TU2792
 TU2792                          STATION RECOVERY (1929)
 TU2792
 TU2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2792'CORRECTIONS TO ORIGINAL DESCRIPTION--
 TU2792'
 TU2792'OLD GOVT. ROAD MENTIONED IN 1977 WAS A TRAIL, AND WAS ABANDONED
 TU2792'IN 1925 WHEN THE PRESENT GOVT. AUTO-ROAD WAS OPENED.  PRESENT
 TU2792'GOVT. AUTO-ROAD IS ABOUT 1500 FEET, BELOW OLD GOVT. ROAD, AND
 TU2792'STA. IS 3000 FEET ABOVE PRESENT GOVT. ROAD.  ORIGINAL MARK HAS
 TU2792'BEEN REPLACED BY A 2 INCH PIPE SET IN A CONCRETE PIER.  AND THE
 TU2792'FOREST AND VEGETATION HAS COVERED ALL SIGNS OF THE ANCIENT
 TU2792'BURIAL PLACE.  ONLY A FEW STONES NOW MARK THIS SPOT.
 TU2792'OTHERWISE ORIGINAL DESCRIPTION IS GOOD.
 TU2792'
 TU2792'NEW MARK--OLD MARK REPLACED BY A TYPE B HAWAII TERRITORY SURVEY
 TU2792'TRIANGULATION STATION MONUMENT.
 TU2792'
 TU2792'NOTE--CONCRETE PIER BUILT OVER GRANITE POST.
 TU2792
 TU2792                          STATION RECOVERY (1950)
 TU2792
 TU2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2792'STATION IS LOCATED ON THE NORTH END OF A LOW RIDGE AT THE NORTHEAST
 TU2792'EDGE OF A CLUMP OF HUGE MANGO TREES THAT ARE CLEARLY VISIBLE FROM
 TU2792'THE HIGHWAY.
 TU2792'
 TU2792'IN 1929 THE CONCRETE PIER WAS REMOVED AND A TYPE B TERRITORIAL
 TU2792'SURVEY MONUMENT WAS ESTABLISHED.  THE CENTER OF THE 2-1/2 INCH IRON
 TU2792'PIPE TARGET HOLDER WAS USED AS THE STATION.  NO REFERENCE MARKS
 TU2792'WERE SET.
 TU2792'
 TU2792'TO REACH FROM THE POST OFFICE AT HAIKU--GO EASTERLY ON HANA HIGHWAY
 TU2792'FOR 18.5 MILES TO A CONCRETE BRIDGE AND ETT AT EAST SIDE.  FROM
 TU2792'HERE PACK SOUTHEASTERLY TO TOP OF RIDGE.  CROSS FIRST RIDGE, TURN
 TU2792'RIGHT AND FOLLOW NEXT RIDGE SOUTH TO FIRST POINT AND STATION.
 TU2792'
 TU2792'HEIGHT OF LIGHT ABOVE STATION MARK 0.77 METERS.
 TU2792
 TU2792                          STATION RECOVERY (1961)
 TU2792
 TU2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2792'THE STATION, A TYPE B, HAWAIIAN TERRITORY SURVEY MONUMENT, WAS
 TU2792'RECOVERED IN GOOD CONDITION.  THE STATE FOREST SERVICE HAS CLEARED
 TU2792'THE LAND IMMEDIATELY NORTH ON THE RIDGE AND IS REPLANTING THE
 TU2792'AREA.  THE POWER TRANSMISSION LINE LEADING TO HANA CROSSES THE
 TU2792'RIDGE ABOUT 50 FT. NORTH OF THE STATION WHICH IS ON THE RIDGE
 TU2792'BETWEEN HONOMANU BAY AND HAIPUAENA FALLS AT AN ELEVATION OF
 TU2792'848 FEET.
 TU2792'
 TU2792'THE 1950 RECOVERY NOTE IS ADEQUATE WITH THE ADDITION NOTED ABOVE.
 TU2792
 TU2792                          STATION RECOVERY (1968)
 TU2792
 TU2792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2792'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER THE HILL IS NOW
 TU2792'COVERED WITH A HEAVY GROWTH OF KOA TREES AND ALL LINES ARE
 TU2792'BLOCKED.  LOCATED ABOUT 10 MILES EAST-SOUTHEAST OF HAIKU, 2-1/2
 TU2792'MILES WEST-NORTHWEST OF KEANAE SCHOOL, AND 1/2-MILE SOUTH OF
 TU2792'KAUMAHINA STATE PARK, ON A TIMBERED RIDGE, 175 FEET WEST OF A
 TU2792'POWER LINE AND ABOUT 1500 FEET NORTHEAST OF A TRACK ROAD.
 TU2792'
 TU2792'TO REACH STATION FROM THE MAIN INTERSECTION IN PAIA, GO EAST ON
 TU2792'STATE HIGHWAY 36 FOR 22.0 MILES TO TRACK ROAD RIGHT, 0.3 MILE BEFORE
 TU2792'KAUMAHINA STATE PARK.  GO UP TRACK ROAD FOR 0.35 MILE TO POWER
 TU2792'LINE.  CONTINUE FOR 0.5 MILE TO DIM CROSSROAD.  TURN LEFT AND GO
 TU2792'0.1 MILE TO END OF TRUCK TRAVEL.  PACK NORTHEAST THROUGH TIMBER
 TU2792'ABOUT 1500 FEET TO STATION.
 TU2792'
 TU2792'STATION IS MARKED BY A TYPE B SIGNAL, A 2-1/2-INCH IRON PIPE IN THE
 TU2792'CENTER OF A 12-INCH-SQUARE CONCRETE PIER 30 INCHES HIGH, IN THE
 TU2792'CENTER OF A 6-FOOT-SQUARE, CONCRETE PLATFORM FLUSH WITH GROUND.  A
 TU2792'RED AND WHITE METAL TARGET EXTENDS 8 FEET ABOVE THE
 TU2792'PLATFORM.  STATION IS 6 FEET NORTHEAST OF A TRIANGLE BLAZE ON A
 TU2792'TREE, 12 FEET SOUTHWEST OF ANOTHER TRIANGLE BLAZE, AND 100 FEET
 TU2792'NORTHEAST OF THE NORTHEAST EDGE OF A GROUP OF VERY LARGE MANGO
 TU2792'TREES THAT SET IN THE HEAD OF A DRAW, AT ABOUT SAME ELEVATION
 TU2792'AS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1929 ***********************************************************************
 TU1929  DESIGNATION -  OL
 TU1929  PID         -  TU1929
 TU1929  STATE/COUNTY-  HI/KAUAI
 TU1929  USGS QUAD   -  KAPAA (1996)
 TU1929
 TU1929                         *CURRENT SURVEY CONTROL
 TU1929  ___________________________________________________________________
 TU1929* NAD 83(1993)-  22 03 29.31958(N)    159 19 12.92167(W)     ADJUSTED  
 TU1929* LOCAL TIDAL -                                                        
 TU1929  ___________________________________________________________________
 TU1929  EPOCH DATE  -        1993.62
 TU1929  LAPLACE CORR-         -14.75  (seconds)                    DEFLEC99
 TU1929  GEOID HEIGHT-          15.17  (meters)                     GEOID03
 TU1929
 TU1929  HORZ ORDER  -  THIRD
 TU1929
 TU1929.The horizontal coordinates were established by classical geodetic methods
 TU1929.and adjusted by the National Geodetic Survey in December 1998..
 TU1929.The horizontal coordinates are valid at the epoch date displayed above.
 TU1929.The epoch date for horizontal control is a decimal equivalence
 TU1929.of Year/Month/Day.
 TU1929
 TU1929
 TU1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1929
 TU1929.The geoid height was determined by GEOID03.
 TU1929
 TU1929;                    North         East     Units Scale Factor Converg.
 TU1929;SPC HI 4     -    24,903.899   518,553.010   MT  0.99999425   +0 04 03.0
 TU1929;UTM  04      - 2,439,297.424   466,956.271   MT  0.99961349   -0 07 13.0
 TU1929
 TU1929                          SUPERSEDED SURVEY CONTROL
 TU1929
 TU1929  NAD 83(1986)-  22 03 29.29133(N)    159 19 12.97776(W) AD(       ) 4
 TU1929  OLD HI      -  22 03 40.64000(N)    159 19 23.04000(W) AD(       ) 3
 TU1929
 TU1929.Superseded values are not recommended for survey control.
 TU1929.NGS no longer adjusts projects to the OLD HI datum.
 TU1929.See file dsdata.txt to determine how the superseded data were derived.
 TU1929
 TU1929_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6695639297(NAD 83)
 TU1929
 TU1929  HISTORY     - Date     Condition        Report By
 TU1929  HISTORY     - 1910     MONUMENTED       CGS
 TU1929  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1929
 TU1929                          STATION DESCRIPTION
 TU1929
 TU1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1929'ON THE EAST COAST OF KAUAI, NEAR THE VILLAGE OF WAIPOULI, AND JUST
 TU1929'BACK (SOUTH) OF JAPANESE TEMPLE.  MARKED BY FLAGPOLE NAILED TO
 TU1929'FENCE POST 8 METERS BACK FROM AND 2 FEET ABOVE HIGH-WATER
 TU1929'MARK.  REFERENCE MARKS ARE FIVE NAILS IN THE TOP AND NEAR SIDE
 TU1929'OF TWO POSTS OF A HITCHING RACK DISTANT 8 AND 10 METERS
 TU1929'NORTH-NORTHWEST (APPROXIMATE).  IN 1927 STATION COULD NOT
 TU1929'BE IDENTIFIED.  AN OLD FENCE STANDS IN THIS VICINITY, BUT THERE
 TU1929'IS NO HITCHING RACK THERE NOW, AND NONE OF THE PRESENT
 TU1929'HAWAIIAN RESIDENTS REMEMBER THERE EVER HAVING BEEN ONE.
 TU1929
 TU1929                          STATION RECOVERY (1965)
 TU1929
 TU1929'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1929'STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2270 ***********************************************************************
 TU2270  DESIGNATION -  OLAA RESET
 TU2270  PID         -  TU2270
 TU2270  STATE/COUNTY-  HI/HAWAII
 TU2270  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU2270
 TU2270                         *CURRENT SURVEY CONTROL
 TU2270  ___________________________________________________________________
 TU2270* NAD 83(1993)-  19 35 58.60017(N)    155 03 19.93629(W)     ADJUSTED  
 TU2270* LOCAL TIDAL -       204.3    (meters)     670.     (feet)  VERT ANG  
 TU2270  ___________________________________________________________________
 TU2270  EPOCH DATE  -        1993.62
 TU2270  LAPLACE CORR-         -17.42  (seconds)                    DEFLEC99
 TU2270  GEOID HEIGHT-          18.29  (meters)                     GEOID03
 TU2270
 TU2270  HORZ ORDER  -  FIRST
 TU2270
 TU2270.The horizontal coordinates were established by classical geodetic methods
 TU2270.and adjusted by the National Geodetic Survey in December 1998..
 TU2270.The horizontal coordinates are valid at the epoch date displayed above.
 TU2270.The epoch date for horizontal control is a decimal equivalence
 TU2270.of Year/Month/Day.
 TU2270
 TU2270.The orthometric height was determined by vertical angle observations.
 TU2270
 TU2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2270
 TU2270.The geoid height was determined by GEOID03.
 TU2270
 TU2270;                    North         East     Units Scale Factor Converg.
 TU2270;SPC HI 1     -    84,880.720   546,626.947   MT  0.99999353   +0 08 56.7
 TU2270;UTM  05      - 2,168,472.937   284,405.485   MT  1.00017456   -0 41 23.2
 TU2270
 TU2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2270!SPC HI 1     -   0.99996501  x   0.99999353  =   0.99995854
 TU2270!UTM  05      -   0.99996501  x   1.00017456  =   1.00013957
 TU2270
 TU2270|---------------------------------------------------------------------|
 TU2270| PID    Reference Object                     Distance      Geod. Az  |
 TU2270|                                                           dddmmss.s |
 TU2270| CN5965 OLAA RM 1                             4.900 METERS 04854     |
 TU2270| TU2125 KALOLI 2                            APPROX.11.7 KM 0775217.7 |
 TU2270| CN5966 OLAA RM 2                             4.156 METERS 32609     |
 TU2270|---------------------------------------------------------------------|
 TU2270
 TU2270                          SUPERSEDED SURVEY CONTROL
 TU2270
 TU2270  NAD 83(1986)-  19 35 58.56644(N)    155 03 19.96464(W) AD(       ) 1
 TU2270  OLD HI      -  19 36 09.48000(N)    155 03 29.93800(W) AD(       ) 1
 TU2270
 TU2270.Superseded values are not recommended for survey control.
 TU2270.NGS no longer adjusts projects to the OLD HI datum.
 TU2270.See file dsdata.txt to determine how the superseded data were derived.
 TU2270
 TU2270_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8440568473(NAD 83)
 TU2270
 TU2270  HISTORY     - Date     Condition        Report By
 TU2270  HISTORY     - 1896     MONUMENTED       HIGS
 TU2270  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2270  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2270  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2270
 TU2270                          STATION DESCRIPTION
 TU2270
 TU2270'DESCRIBED BY HAWAII GEODETIC SURVEY 1896
 TU2270'IN EASTERN PART OF HAWAII, ON A GRASSY KNOLL A SHORT DISTANCE
 TU2270'WEST OF THE ROAD FROM HILO TO THE VOLCANO, NEAR THE 11-MILE
 TU2270'POST.  MARKED BY A COPPER BOLT SET WITH CEMENT INTO THE SOLID ROCK.
 TU2270
 TU2270                          STATION RECOVERY (1949)
 TU2270
 TU2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2270'THE STATION WAS RECOVERED IN GOOD CONDITION.  IN 1930 THE
 TU2270'TERRITORY SURVEY BUILT A STONE PLATFORM 6 FEET SQUARE AND 5 FEET
 TU2270'HIGH OVER THE STATION MARK, LEAVING THE ORIGINAL MARK EXPOSED
 TU2270'TO VIEW.  A NEW DESCRIPTION FOLLOWS.
 TU2270'
 TU2270'THE STATION IS LOCATED ON A ROCK WALL WHICH LIES ABOUT 2.8 MILES
 TU2270'SOUTHWEST OF OLAA, ABOUT 200 YARDS NORTHWEST OF THE HIGHWAY WHICH
 TU2270'RUNS BETWEEN HILO AND THE VOLCANO, ABOUT 100 YARDS SOUTH OF A
 TU2270'CHURCH, ABOUT 200 FEET NORTHWEST OF A HOUSE AND ON THE HIGHEST
 TU2270'GROUND IN THE IMMEDIATE VICINITY.
 TU2270'
 TU2270'TO REACH FROM THE POST OFFICE AT HILO.  GO SOUTH AND WEST, ON THE
 TU2270'ROAD WHICH LEADS TOWARD THE VOLCANO FOR 8.4.  PASS THE HONGWANJI
 TU2270'CHURCH, IN THE VILLAGE OF OLAA, AND CONTINUE SOUTHWESTERLY, ON
 TU2270'THE ROAD TO THE VOLCANO FOR 2.2 MILES.  TURN RIGHT, INTO A PALM
 TU2270'TREE BORDERED LANE, AND GO NORTHWEST FOR ABOUT 100 YARDS TO THE
 TU2270'END OF TRUCK TRAVEL AT THE GARAGE.  FROM THIS POINT, GO
 TU2270'EASTERLY, THROUGH THE YARD, FOR ABOUT 200 FEET TO A ROCK WALL
 TU2270'INTERSECTION.  TURN LEFT AND GO NORTHWEST FOR ABOUT
 TU2270'150 FEET TO THE STATION.
 TU2270'
 TU2270'THE STATION IS THE CENTER OF A 1/2 INCH COPPER BOLT SET IN
 TU2270'CONCRETE.
 TU2270
 TU2270                          STATION RECOVERY (1967)
 TU2270
 TU2270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2270'STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 TU2270'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2270'
 TU2270'STATION IS LOCATED AT KURTISTOWN, ABOUT 1-3/4 MILES SOUTHWEST OF
 TU2270'KEAAU ALONG NORTHWEST SIDE OF STATE HIGHWAY 11, ON A LOW,
 TU2270'BRUSH-COVERED HILL, AT SOUTHWEST CORNER OF A COFFEE GROVE, 200
 TU2270'FEET SOUTH OF A JAPANESE MISSION, AND 500 FEET NORTHWEST OF THE
 TU2270'HIGHWAY, ON THE NORTHWEST END OF AN OLD STONE WALL WHICH ENDS ON
 TU2270'THE HILL.
 TU2270'
 TU2270'TO REACH STATION FROM THE POST OFFICE IN KEAAU, GO NORTHEAST
 TU2270'0.1 MILE TO CROSSROAD.  TURN LEFT AND GO 0.1 MILE TO STATE
 TU2270'HIGHWAY 11.  TURN LEFT AND GO SOUTHWEST ON THE HIGHWAY 1.9 MILES
 TU2270'TO PAVED SIDE ROAD RIGHT, AT SIGN KURTISTOWN JODO MISSION.  TURN
 TU2270'RIGHT AND GO 0.1 MILE.  TURN LEFT AND GO 0.05 MILE TO END OF
 TU2270'TRUCK TRAVEL IN THE MISSION YARD.  WALK SOUTH, ALONG EDGE OF THE
 TU2270'COFFEE GROVE ABOUT 200 FEET TO STATION IN BRUSH.
 TU2270'
 TU2270'STATION MARK IS A 3/4-INCH COPPER PIN, WITH A PUNCH-MARK IN THE
 TU2270'TOP, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 TU2270'GROUND.  THE PIN PROJECTS 3 INCHES FROM THE ROCK.  A HAWAII
 TU2270'TERRITORIAL SURVEY, TYPE A SIGNAL IS CENTERED OVER THE MARK, WITH
 TU2270'THE 6-FOOT-SQUARE, CONCRETE PLATFORM 4 FEET ABOVE GROUND.  A RED
 TU2270'AND WHITE METAL TARGET EXTENDS 8 FEET ABOVE THE PLATFORM.
 TU2270'STATION IS 20 FEET SOUTHWEST OF THE CORNER OF THE COFFEE GROVE,
 TU2270'45 FEET NORTH OF A STOCK SHED, AND PARTIALLY HIDDEN BY THE
 TU2270'GUAVA BRUSH.
 TU2270'
 TU2270'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OLAA HGS
 TU2270'1896 NO 1 1967, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP
 TU2270'PROJECTING 8 INCHES.  IT IS IN THE SOUTHWEST CORNER OF THE COFFEE
 TU2270'GROVE, 8 FEET SOUTHWEST OF A PANDANUS TREE AND 3 FEET LOWER THAN
 TU2270'STATION MARK.
 TU2270'
 TU2270'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OLAA HGS
 TU2270'1896 NO 2 1967, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP,
 TU2270'IN HEAVY BRUSH, ON LINE WITH THE STONE WALL AND 1.7 FEET LOWER THAN
 TU2270'STATION MARK.
 TU2270
 TU2270                          STATION RECOVERY (1977)
 TU2270
 TU2270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2270'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2270'GOOD CONDITION.  COMPARED TO THE 1967 RECOVERY NOTE THE DISTANCE
 TU2270'TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.008 METER AND THE
 TU2270'DIRECTION WAS FOUND SMALLER BY 02 MINUTES AND 24 SECONDS.  THE
 TU2270'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.002 METER
 TU2270'AND THE DIRECTION WAS FOUND SMALLER BY 02 MINUTES AND 34
 TU2270'SECONDS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 TU2270'
 TU2270'THE STATION IS LOCATED IN KURTISTOWN, ABOUT 1-3/4 MILES SOUTHWEST
 TU2270'OF KEAAU, 500 FEET NORTHWEST OF STATE HIGHWAY 11, 200 FEET SOUTH
 TU2270'OF A JAPANESE MISSION AND ON PROPERTY OWNED BY MR. TAMEO YAMASHITA.
 TU2270'
 TU2270'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2270'13 IN KEAAU, GO SOUTHWEST ON HIGHWAY 11 FOR 2.05 MILES TO A
 TU2270'DRIVEWAY RIGHT AT POWER POLE NUMBER 144X.  TURN RIGHT INTO THE
 TU2270'DRIVEWAY KEEPING TO THE RIGHT IN A CIRCLE DRIVE FOR ABOUT 100
 TU2270'FEET TO A HOUSE.  FROM HERE PACK NORTHWEST AROUND THE RIGHT SIDE
 TU2270'OF THE HOUSE THROUGH A FLOWER GARDEN FOR ABOUT 200 FEET TO A
 TU2270'ROCK FENCE AND A GAP IN THE FENCE.  PASS THROUGH THE GAP AND GO
 TU2270'UPHILL FOR ABOUT 50 FEET TO AN ABANDONED HOG SHED AND THE
 TU2270'STATION NORTH OF THE SHED AS DESCRIBED.
 TU2270'
 TU2270'THE STATION MARK IS A 3/4-INCH COPPER PIN, WITH A PUNCH HOLE IN
 TU2270'THE TOP.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 TU2270'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  THE STATION IS COVERED
 TU2270'BY A 5 FOOT SQUARE CONCRETE PLATFORM WHICH IS ABOUT 4 FEET
 TU2270'HIGH.  IT IS 40 FEET NORTH OF THE HOG SHED.  (NOTE DESC.)
 TU2270'
 TU2270'REFERENCE MARK 1, STAMPED OLAA HGS 1896 NO 1 1967, IS A C AND GS
 TU2270'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH HAS
 TU2270'AN EXPOSED SURFACE ABOUT 14 BY 20 INCHES AND PROJECTS ABOUT 6
 TU2270'INCHES ABOVE THE GROUND SURFACE.  IT IS ABOUT 3 FEET LOWER THAN
 TU2270'THE STATION MARK.
 TU2270'
 TU2270'REFERENCE MARK 2, STAMPED OLAA HGS 1896 NO 2 1976, IS A C AND GS
 TU2270'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH HAS
 TU2270'AN EXPOSED SURFACE ABOUT 2 BY 3-1/2 FEET AND IS FLUSH ON THE
 TU2270'NORTH SIDE AND PROJECTS ABOUT 12 INCHES ON THE SOUTH SIDE.  IT IS
 TU2270'ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 TU2270'
 TU2270'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2270'
 TU2270'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2270'IN KURTISTOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2231 ***********************************************************************
 TU2231  DESIGNATION -  OLAA STACK
 TU2231  PID         -  TU2231
 TU2231  STATE/COUNTY-  HI/HAWAII
 TU2231  USGS QUAD   -  HILO (1995)
 TU2231
 TU2231                         *CURRENT SURVEY CONTROL
 TU2231  ___________________________________________________________________
 TU2231* NAD 83(1993)-  19 37 51.77341(N)    155 01 51.42702(W)     ADJUSTED  
 TU2231* LOCAL TIDAL -        64.     (meters)     210.     (feet)  SCALED    
 TU2231  ___________________________________________________________________
 TU2231  EPOCH DATE  -        1993.62
 TU2231  LAPLACE CORR-         -17.38  (seconds)                    DEFLEC99
 TU2231  GEOID HEIGHT-          17.56  (meters)                     GEOID03
 TU2231
 TU2231  HORZ ORDER  -  THIRD
 TU2231
 TU2231.The horizontal coordinates were established by classical geodetic methods
 TU2231.and adjusted by the National Geodetic Survey in December 1998..
 TU2231.The horizontal coordinates are valid at the epoch date displayed above.
 TU2231.The epoch date for horizontal control is a decimal equivalence
 TU2231.of Year/Month/Day.
 TU2231
 TU2231.The orthometric height was scaled from a topographic map.
 TU2231
 TU2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2231
 TU2231.The geoid height was determined by GEOID03.
 TU2231
 TU2231;                    North         East     Units Scale Factor Converg.
 TU2231;SPC HI 1     -    88,367.654   549,196.647   MT  0.99999657   +0 09 27.3
 TU2231;UTM  05      - 2,171,922.441   287,026.451   MT  1.00016067   -0 40 57.3
 TU2231
 TU2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2231!SPC HI 1     -   0.99998718  x   0.99999657  =   0.99998375
 TU2231!UTM  05      -   0.99998718  x   1.00016067  =   1.00014785
 TU2231
 TU2231                          SUPERSEDED SURVEY CONTROL
 TU2231
 TU2231  NAD 83(1986)-  19 37 51.73876(N)    155 01 51.45000(W) AD(       ) 3
 TU2231  OLD HI      -  19 38 02.67000(N)    155 02 01.53200(W) AD(       ) 3
 TU2231
 TU2231.Superseded values are not recommended for survey control.
 TU2231.NGS no longer adjusts projects to the OLD HI datum.
 TU2231.See file dsdata.txt to determine how the superseded data were derived.
 TU2231
 TU2231_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8702671922(NAD 83)
 TU2231
 TU2231  HISTORY     - Date     Condition        Report By
 TU2231  HISTORY     - 1914     MONUMENTED       CGS
 TU2231
 TU2231                          STATION DESCRIPTION
 TU2231
 TU2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2231'IN THE EASTERN PART OF HAWAII, PUNA DISTRICT, SOUTH OF HILO, IN
 TU2231'OLAA VILLAGE.  STACK OF SUGAR MILL.  MILL IS A LARGE GRAY STRUCTURE
 TU2231'WITH CUPOLA IN CENTER OF HIGHER PART, THE PART NEARER THE RAILROAD
 TU2231'BEING LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2230 ***********************************************************************
 TU2230  DESIGNATION -  OLAA SUGAR CO STACK
 TU2230  PID         -  TU2230
 TU2230  STATE/COUNTY-  HI/HAWAII
 TU2230  USGS QUAD   -  HILO (1995)
 TU2230
 TU2230                         *CURRENT SURVEY CONTROL
 TU2230  ___________________________________________________________________
 TU2230* NAD 83(1993)-  19 37 51.77370(N)    155 01 51.52148(W)     ADJUSTED  
 TU2230* LOCAL TIDAL -                                                        
 TU2230  ___________________________________________________________________
 TU2230  EPOCH DATE  -        1993.62
 TU2230  LAPLACE CORR-         -17.38  (seconds)                    DEFLEC99
 TU2230  GEOID HEIGHT-          17.56  (meters)                     GEOID03
 TU2230
 TU2230  HORZ ORDER  -  THIRD
 TU2230
 TU2230.The horizontal coordinates were established by classical geodetic methods
 TU2230.and adjusted by the National Geodetic Survey in December 1998..
 TU2230.The horizontal coordinates are valid at the epoch date displayed above.
 TU2230.The epoch date for horizontal control is a decimal equivalence
 TU2230.of Year/Month/Day.
 TU2230
 TU2230
 TU2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2230
 TU2230.The geoid height was determined by GEOID03.
 TU2230
 TU2230;                    North         East     Units Scale Factor Converg.
 TU2230;SPC HI 1     -    88,367.656   549,193.895   MT  0.99999657   +0 09 27.3
 TU2230;UTM  05      - 2,171,922.483   287,023.699   MT  1.00016069   -0 40 57.3
 TU2230
 TU2230                          SUPERSEDED SURVEY CONTROL
 TU2230
 TU2230  NAD 83(1986)-  19 37 51.73923(N)    155 01 51.54620(W) AD(       ) 4
 TU2230  OLD HI      -  19 38 02.65600(N)    155 02 01.51800(W) AD(       ) 3
 TU2230
 TU2230.Superseded values are not recommended for survey control.
 TU2230.NGS no longer adjusts projects to the OLD HI datum.
 TU2230.See file dsdata.txt to determine how the superseded data were derived.
 TU2230
 TU2230_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8702471922(NAD 83)
 TU2230
 TU2230  HISTORY     - Date     Condition        Report By
 TU2230  HISTORY     - 1949     MONUMENTED       CGS
 TU2230  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2230  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2230
 TU2230                          STATION DESCRIPTION
 TU2230
 TU2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2230'THIS STACK IS NOT THE SAME STACK WHICH WAS OBSERVED IN
 TU2230'1914.  HOWEVER, IT RESTS ON THE SAME BASE AND MAY BE CONSIDERED
 TU2230'IDENTICAL WITH THE OLD STACK.  A NEW DESCRIPTION FOLLOWS.
 TU2230'
 TU2230'THE STATION IS LOCATED AT THE OLAA SUGAR COMPANY MILL IN THE
 TU2230'VILLAGE OF OLAA.  IT IS ABOUT 20 FEET EAST OF THE BOILER HOUSE.
 TU2230'
 TU2230'THE STATION IS THE TOP AND CENTER OF A STEEL SMOKE STACK 9 FEET
 TU2230'IN DIAMETER AND 185 FEET HIGH.  IT RESTS ON A ROCK BASE 20 FEET
 TU2230'SQUARE AND 20 FEET HIGH WHICH WAS BUILT IN 1901.
 TU2230
 TU2230                          STATION RECOVERY (1967)
 TU2230
 TU2230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2230'STATION WAS RECOVERED.  IT IS THE TALL STEEL STACK, PAINTED SILVER,
 TU2230'WITH BLACK TOP, LOCATED AT THE OLAA SUGAR CO. MILL, 3/4-MILE
 TU2230'NORTHEAST OF KEAAU VILLAGE.
 TU2230
 TU2230                          STATION RECOVERY (1977)
 TU2230
 TU2230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2230'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED WITH
 TU2230'THE EXCEPTION IT IS NOW OWNED BY THE PUNA SUGAR COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2189 ***********************************************************************
 TU2189  DESIGNATION -  OLAA SUGAR CO WATER TANK
 TU2189  PID         -  TU2189
 TU2189  STATE/COUNTY-  HI/HAWAII
 TU2189  USGS QUAD   -  HILO (1995)
 TU2189
 TU2189                         *CURRENT SURVEY CONTROL
 TU2189  ___________________________________________________________________
 TU2189* NAD 83(1993)-  19 37 52.57996(N)    155 01 55.69309(W)     ADJUSTED  
 TU2189* LOCAL TIDAL -                                                        
 TU2189  ___________________________________________________________________
 TU2189  EPOCH DATE  -        1993.62
 TU2189  LAPLACE CORR-         -17.37  (seconds)                    DEFLEC99
 TU2189  GEOID HEIGHT-          17.59  (meters)                     GEOID03
 TU2189
 TU2189  HORZ ORDER  -  THIRD
 TU2189
 TU2189.The horizontal coordinates were established by classical geodetic methods
 TU2189.and adjusted by the National Geodetic Survey in December 1998..
 TU2189.The horizontal coordinates are valid at the epoch date displayed above.
 TU2189.The epoch date for horizontal control is a decimal equivalence
 TU2189.of Year/Month/Day.
 TU2189
 TU2189
 TU2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2189
 TU2189.The geoid height was determined by GEOID03.
 TU2189
 TU2189;                    North         East     Units Scale Factor Converg.
 TU2189;SPC HI 1     -    88,392.114   549,072.285   MT  0.99999642   +0 09 25.9
 TU2189;UTM  05      - 2,171,948.726   286,902.441   MT  1.00016132   -0 40 58.8
 TU2189
 TU2189                          SUPERSEDED SURVEY CONTROL
 TU2189
 TU2189  NAD 83(1986)-  19 37 52.54558(N)    155 01 55.71765(W) AD(       ) 4
 TU2189  OLD HI      -  19 38 03.46300(N)    155 02 05.69000(W) AD(       ) 3
 TU2189
 TU2189.Superseded values are not recommended for survey control.
 TU2189.NGS no longer adjusts projects to the OLD HI datum.
 TU2189.See file dsdata.txt to determine how the superseded data were derived.
 TU2189
 TU2189_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8690271949(NAD 83)
 TU2189
 TU2189  HISTORY     - Date     Condition        Report By
 TU2189  HISTORY     - 1949     MONUMENTED       CGS
 TU2189  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2189  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2189
 TU2189                          STATION DESCRIPTION
 TU2189
 TU2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2189'THE STATION IS THE TOP AND CENTER OF AN ELEVATED STEEL WATER TANK
 TU2189'ON THE GROUNDS OF THE OLAA SUGAR COMPANY MILL.
 TU2189'
 TU2189'THE TANK IS ABOUT 30 FEET IN DIAMETER AND ABOUT 25 FEET HIGH.  THE
 TU2189'TOTAL HEIGHT ABOVE GROUND IS 125 FEET.
 TU2189'
 TU2189'IT IS LOCATED ABOUT 150 YARDS WEST OF THE GRINDING MILL.
 TU2189
 TU2189                          STATION RECOVERY (1967)
 TU2189
 TU2189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2189'STATION WAS RECOVERED.  IT IS THE SILVER-COLORED, ELEVATED, WATER
 TU2189'TANK, WITH PEAKED TOP PAINTED ALTERNATE RED AND WHITE, LOCATED AT
 TU2189'THE OLAA SUGAR CO. MILL, 3/4-MILE NORTHEAST OF KEAAU VILLAGE.
 TU2189
 TU2189                          STATION RECOVERY (1977)
 TU2189
 TU2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2189'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 TU2189'WITH THE EXCEPTION IT IS NOW OWNED BY THE PUNA SUGAR COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3069 ***********************************************************************
 TU3069  DESIGNATION -  OLAI
 TU3069  PID         -  TU3069
 TU3069  STATE/COUNTY-  HI/MAUI
 TU3069  USGS QUAD   -  KAHAKULOA (1997)
 TU3069
 TU3069                         *CURRENT SURVEY CONTROL
 TU3069  ___________________________________________________________________
 TU3069* NAD 83(1993)-  20 58 37.43995(N)    156 32 03.75287(W)     ADJUSTED  
 TU3069* LOCAL TIDAL -       304.     (meters)     997.     (feet)  SCALED    
 TU3069  ___________________________________________________________________
 TU3069  EPOCH DATE  -        1993.62
 TU3069  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 TU3069  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU3069
 TU3069  HORZ ORDER  -  THIRD
 TU3069
 TU3069.The horizontal coordinates were established by classical geodetic methods
 TU3069.and adjusted by the National Geodetic Survey in December 1998..
 TU3069.The horizontal coordinates are valid at the epoch date displayed above.
 TU3069.The epoch date for horizontal control is a decimal equivalence
 TU3069.of Year/Month/Day.
 TU3069
 TU3069.The orthometric height was scaled from a topographic map.
 TU3069
 TU3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3069
 TU3069.The geoid height was determined by GEOID03.
 TU3069
 TU3069;                    North         East     Units Scale Factor Converg.
 TU3069;SPC HI 2     -    71,272.690   513,755.985   MT  0.99996900   +0 02 50.5
 TU3069;UTM  04      - 2,321,584.996   756,347.763   MT  1.00041217   +0 52 59.4
 TU3069
 TU3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3069!SPC HI 2     -   0.99994980  x   0.99996900  =   0.99991880
 TU3069!UTM  04      -   0.99994980  x   1.00041217  =   1.00036195
 TU3069
 TU3069:                Primary Azimuth Mark                     Grid Az
 TU3069:SPC HI 2     -  WAIHEE                                   207 53 25.4
 TU3069:UTM  04      -  WAIHEE                                   207 03 16.5
 TU3069
 TU3069|---------------------------------------------------------------------|
 TU3069| PID    Reference Object                     Distance      Geod. Az  |
 TU3069|                                                           dddmmss.s |
 TU3069| TU3063 WAIHEE                              APPROX. 3.8 KM 2075615.9 |
 TU3069| TU3061 MIDDLE OF ROOF                      264.864 METERS 21907     |
 TU3069| TU3275 NAKALELE HEAD LIGHT                 APPROX. 8.1 KM 3141952.1 |
 TU3069| CN5967 OLAI RM                               7.980 METERS 33159     |
 TU3069|---------------------------------------------------------------------|
 TU3069
 TU3069                          SUPERSEDED SURVEY CONTROL
 TU3069
 TU3069  NAD 83(1986)-  20 58 37.39504(N)    156 32 03.73507(W) AD(       ) 3
 TU3069  OLD HI      -  20 58 48.86600(N)    156 32 13.91300(W) AD(       ) 3
 TU3069
 TU3069.Superseded values are not recommended for survey control.
 TU3069.NGS no longer adjusts projects to the OLD HI datum.
 TU3069.See file dsdata.txt to determine how the superseded data were derived.
 TU3069
 TU3069_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5634821585(NAD 83)
 TU3069
 TU3069  HISTORY     - Date     Condition        Report By
 TU3069  HISTORY     - 1912     MONUMENTED       CGS
 TU3069  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU3069  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3069
 TU3069                          STATION DESCRIPTION
 TU3069
 TU3069'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3069'ON NORTHEAST COAST OF WEST MAUI, IN KAANAPALI DISTRICT, ON SUMMIT
 TU3069'OF PUU OLAI, A PROMINENT HILL ABOUT 1-3/4 MILES SOUTHEAST OF
 TU3069'KAHAKULOA VILLAGE.  MARKED BY STANDARD BRONZE DISK IN TOP OF
 TU3069'CONCRETE BLOCK FLUSH WITH SURFACE OF GROUND.  REFERENCE MARK IS
 TU3069'CROSS CHISELED IN NATIVE ROCK.  IT IS 7.98 METERS (26.2 FEET)
 TU3069'FROM STATION, IN AZIMUTH 151 DEG 59 MIN.
 TU3069
 TU3069                          STATION RECOVERY (1950)
 TU3069
 TU3069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3069'THE ORIGINAL STATION WAS NOT RECOVERED.  AN ARMY LOOKOUT HOUSE
 TU3069'NOW OCCUPIES THE POSITION OF THE ORIGINAL STATION.  A NEW STATION,
 TU3069'STAMPED OLAI 2 1949, WAS ESTABLISHED ABOUT 5 FEET NORTH OF THE ARMY
 TU3069'LOOKOUT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3067 ***********************************************************************
 TU3067  DESIGNATION -  OLAI 2
 TU3067  PID         -  TU3067
 TU3067  STATE/COUNTY-  HI/MAUI
 TU3067  USGS QUAD   -  KAHAKULOA (1997)
 TU3067
 TU3067                         *CURRENT SURVEY CONTROL
 TU3067  ___________________________________________________________________
 TU3067* NAD 83(1993)-  20 58 37.47794(N)    156 32 03.69443(W)     ADJUSTED  
 TU3067* LOCAL TIDAL -       304.2    (meters)     998.     (feet)  VERT ANG  
 TU3067  ___________________________________________________________________
 TU3067  EPOCH DATE  -        1993.62
 TU3067  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 TU3067  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU3067
 TU3067  HORZ ORDER  -  FIRST
 TU3067
 TU3067.The horizontal coordinates were established by classical geodetic methods
 TU3067.and adjusted by the National Geodetic Survey in December 1998..
 TU3067.The horizontal coordinates are valid at the epoch date displayed above.
 TU3067.The epoch date for horizontal control is a decimal equivalence
 TU3067.of Year/Month/Day.
 TU3067
 TU3067.The orthometric height was determined by vertical angle observations.
 TU3067
 TU3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3067
 TU3067.The geoid height was determined by GEOID03.
 TU3067
 TU3067;                    North         East     Units Scale Factor Converg.
 TU3067;SPC HI 2     -    71,273.860   513,757.672   MT  0.99996900   +0 02 50.5
 TU3067;UTM  04      - 2,321,586.191   756,349.434   MT  1.00041218   +0 52 59.4
 TU3067
 TU3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3067!SPC HI 2     -   0.99994976  x   0.99996900  =   0.99991877
 TU3067!UTM  04      -   0.99994976  x   1.00041218  =   1.00036192
 TU3067
 TU3067|---------------------------------------------------------------------|
 TU3067| PID    Reference Object                     Distance      Geod. Az  |
 TU3067|                                                           dddmmss.s |
 TU3067| CN5968 OLAI 2 RM 1                           7.671 METERS 11212     |
 TU3067| TU3276 NAKALELE POINT LIGHT                APPROX. 8.2 KM 3143812.1 |
 TU3067| CN5969 OLAI 2 RM 2                          11.089 METERS 33644     |
 TU3067|---------------------------------------------------------------------|
 TU3067
 TU3067                          SUPERSEDED SURVEY CONTROL
 TU3067
 TU3067  NAD 83(1986)-  20 58 37.43303(N)    156 32 03.67662(W) AD(       ) 1
 TU3067  OLD HI      -  20 58 49.00800(N)    156 32 13.84200(W) AD(       ) 1
 TU3067
 TU3067.Superseded values are not recommended for survey control.
 TU3067.NGS no longer adjusts projects to the OLD HI datum.
 TU3067.See file dsdata.txt to determine how the superseded data were derived.
 TU3067
 TU3067_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5634921586(NAD 83)
 TU3067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3067_SETTING: 80 = SET IN A BOULDER
 TU3067_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3067
 TU3067  HISTORY     - Date     Condition        Report By
 TU3067  HISTORY     - 1950     MONUMENTED       CGS
 TU3067  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3067  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3067
 TU3067                          STATION DESCRIPTION
 TU3067
 TU3067'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3067'THE STATION IS LOCATED ON THE SUMMIT OF PUU OLAI AND LIES ABOUT
 TU3067'7.5 MILES NORTHWEST OF KAHULUI, ABOUT 1.75 MILES SOUTHEAST OF THE
 TU3067'VILLAGE OF KAHAKULOA, ABOUT 0.4 MILE WEST OF THE SEA, ABOUT 0.1
 TU3067'MILE NORTH OF A GRADED ROAD AND 5 FEET WEST OF A STEEP CLIFF.
 TU3067'
 TU3067'TO REACH FROM THE POST OFFICE AT KAHULUI.  GO SOUTHWEST,
 TU3067'TOWARD WAILUKU, FOR 0.4 MILE.  TURN RIGHT AND GO NORTHWEST FOR
 TU3067'0.8 MILE.  TURN RIGHT, AS PER THE SIGN READING POUKUKALO, AND
 TU3067'CONTINUE NORTHWESTERLY FOR 1.5 MILES.  TAKE THE RIGHT HAND FORK,
 TU3067'AS PER THE SIGN READING WAIHEE, AND GO NORTHWESTERLLY FOR 0.3
 TU3067'MILE.  TAKE THE RIGHT FORK, AS PER THE SIGN READING WAIHEE, AND
 TU3067'GO NORTHWESTERLY FOR 2.3 MILES.  TAKE THE RIGHT HAND FORK AT
 TU3067'THE SIGN READING WAIHEE VALLEY AND GO NORTHWESTERLY, ON THE
 TU3067'MAIN TRAVELED ROAD, FOR 5.5 MILES TO THE FOOT OF THE STATION
 TU3067'HILL AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 TU3067'NORTH FOR ABOUT 200 YARDS TO THE HIGH GROUND AND THE
 TU3067'STATION.
 TU3067'
 TU3067'THE STATION IS A STANDARD DISK, STAMPED OLAI 2 1949, SET INTO
 TU3067'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 TU3067'
 TU3067'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED OLAI 2 1949,
 TU3067'SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT.  IT
 TU3067'IS LOCATED ABOUT 5 FEET WEST OF THE EDGE OF THE CLIFF AND ABOUT
 TU3067'3 FEET LOWER THAN THE STATION.
 TU3067'
 TU3067'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED OLAI 2 1949,
 TU3067'SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3
 TU3067'FEET.  IT IS LOCATED ABOUT 10 FEET NORTHEAST OF THE CREST OF THE
 TU3067'RIDGE AND ABOUT 6 FEET LOWER THAN THE STATION.
 TU3067
 TU3067                          STATION RECOVERY (1960)
 TU3067
 TU3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3067'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU3067'CONDITION AS DESCRIBED.
 TU3067
 TU3067                          STATION RECOVERY (1968)
 TU3067
 TU3067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3067'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU3067'CONDITION.  DISCREPANCIES WERE NOTED IN DISTANCE TO BOTH RMS
 TU3067'IN THE 1950 DESCRIPTION, BUT THE DISTANCES LISTED IN THE 1960
 TU3067'DESCRIPTION WERE FOUND TO BE CORRECT.  A COMPLETE DESCRIPTION
 TU3067'FOLLOWS--
 TU3067'
 TU3067'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHWEST OF
 TU3067'WAILUKU, 4 MILES NORTH OF MALUHIA CAMP, AND 350 FEET NORTHEAST
 TU3067'OF STATE HIGHWAY 33, ON THE SUMMIT OF PUU OLAI, A PROMINENT,
 TU3067'ROUND-TOPPED HILL OF ABOUT 998 FEET ELEVATION.
 TU3067'
 TU3067'TO REACH STATION FROM THE INTERSECTION OF MAIN AND MARKET
 TU3067'STREETS IN WAILUKU, GO NORTH ON MARKET STREET FOR 0.5 MILE
 TU3067'TO CROSSROAD IN HAPPY VALLEY.  CONTINUE AHEAD, ON STATE HIGHWAY
 TU3067'33, FOR 1.8 MILES TO JUNCTION WITH STATE HIGHWAY 341.  CONTINUE
 TU3067'AHEAD ON STATE HIGHWAY 33 FOR 4.4 MILES TO MALUHIA CAMP
 TU3067'ROAD.  CONTINUE AHEAD ON THE HIGHWAY FOR 3.1 MILES TO END OF
 TU3067'TRUCK TRAVEL AT BASE OF HILL ON RIGHT.  PACK UP HILL ABOUT 200
 TU3067'YARDS TO STATION.
 TU3067'
 TU3067'STATION MARK IS A STANDARD DISK STAMPED OLAI 1 1949, CEMENTED
 TU3067'IN A DRILL HOLE IN A 16-INCH BOULDER PROJECTING 8 INCHES FROM
 TU3067'GROUND.  IT I 5 FEET NORTHEAST OF THE EDGE OF AN OLD ARMY
 TU3067'OBSERVATION HUT.
 TU3067'
 TU3067'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OLAI 2
 TU3067'1949, CEMENTED IN A DRILL HOLE IN AN 18-INCH BEDROCK OUTCROP
 TU3067'THAT PROJECTS 6 INCHES FROM GROUND.  IT IS ALONG EDGE OF HILL,
 TU3067'2-1/2 FEET LOWER THAN STATION MARK.
 TU3067'
 TU3067'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OLAI 2 1949,
 TU3067'CEMENTED IN A DRILL HOLE IN A BEDROCK KNOB THAT PROJECTS 16
 TU3067'INCHES FROM GROUND.  IT IS ON A SLOPING BEDROCK AREA, 5.2 FEET
 TU3067'LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1824 ***********************************************************************
 TU1824  DESIGNATION -  OLD
 TU1824  PID         -  TU1824
 TU1824  STATE/COUNTY-  HI/KAUAI
 TU1824  USGS QUAD   -  HANAPEPE (1996)
 TU1824
 TU1824                         *CURRENT SURVEY CONTROL
 TU1824  ___________________________________________________________________
 TU1824* NAD 83(1993)-  21 53 55.54377(N)    159 35 13.92438(W)     ADJUSTED  
 TU1824* LOCAL TIDAL -                                                        
 TU1824  ___________________________________________________________________
 TU1824  EPOCH DATE  -        1993.62
 TU1824  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 TU1824  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1824
 TU1824  HORZ ORDER  -  THIRD
 TU1824
 TU1824.The horizontal coordinates were established by classical geodetic methods
 TU1824.and adjusted by the National Geodetic Survey in December 1998..
 TU1824.The horizontal coordinates are valid at the epoch date displayed above.
 TU1824.The epoch date for horizontal control is a decimal equivalence
 TU1824.of Year/Month/Day.
 TU1824
 TU1824
 TU1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1824
 TU1824.The geoid height was determined by GEOID03.
 TU1824
 TU1824;                    North         East     Units Scale Factor Converg.
 TU1824;SPC HI 4     -     7,247.319   490,989.125   MT  0.99999100   -0 01 57.1
 TU1824;UTM  04      - 2,421,737.343   439,344.897   MT  0.99964546   -0 13 08.4
 TU1824
 TU1824                          SUPERSEDED SURVEY CONTROL
 TU1824
 TU1824  NAD 83(1986)-  21 53 55.51748(N)    159 35 13.94432(W) AD(       ) 4
 TU1824  OLD HI      -  21 54 06.77500(N)    159 35 23.97600(W) AD(       ) 3
 TU1824
 TU1824.Superseded values are not recommended for survey control.
 TU1824.NGS no longer adjusts projects to the OLD HI datum.
 TU1824.See file dsdata.txt to determine how the superseded data were derived.
 TU1824
 TU1824_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3934521737(NAD 83)
 TU1824
 TU1824  HISTORY     - Date     Condition        Report By
 TU1824  HISTORY     - 1904     MONUMENTED       CGS
 TU1824  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1824  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1824
 TU1824                          STATION DESCRIPTION
 TU1824
 TU1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (HDK)
 TU1824'ON SOUTH COAST OF KAUAI, ON EASTERN SHORE OF HANAPEPE BAY, ABOUT
 TU1824'200 METERS SOUTHEAST FROM ELEELE DOCK, ON A BLUFF ABOUT 25 FEET
 TU1824'ABOVE SEA LEVEL.  STATION IS ABOUT 20 METERS FROM EDGE OF BLUFF,
 TU1824'AND 20 METERS FROM THE WESTERN END OF THE MOST WESTERLY HOUSE OF
 TU1824'THE JAPANESE PLANTATION CAMP.  MARKED BY LARGE PILE OF STONES
 TU1824'ABOUT 2 FEET HIGH, WITH TRIPOD SIGNAL ON TOP.
 TU1824
 TU1824                          STATION RECOVERY (1965)
 TU1824
 TU1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1824'STATION IS GONE.
 TU1824
 TU1824                          STATION RECOVERY (2005)
 TU1824
 TU1824'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1467 ***********************************************************************
 TU1467  DESIGNATION -  OLD CATHOLIC CHURCH SPIRE
 TU1467  PID         -  TU1467
 TU1467  STATE/COUNTY-  HI/HONOLULU
 TU1467  USGS QUAD   -  KAHANA (1983)
 TU1467
 TU1467                         *CURRENT SURVEY CONTROL
 TU1467  ___________________________________________________________________
 TU1467* NAD 83(1993)-  21 35 18.77048(N)    157 53 19.99586(W)     ADJUSTED  
 TU1467* LOCAL TIDAL -                                                        
 TU1467  ___________________________________________________________________
 TU1467  EPOCH DATE  -        1993.62
 TU1467  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 TU1467  GEOID HEIGHT-          14.50  (meters)                     GEOID03
 TU1467
 TU1467  HORZ ORDER  -  THIRD
 TU1467
 TU1467.The horizontal coordinates were established by classical geodetic methods
 TU1467.and adjusted by the National Geodetic Survey in December 1998..
 TU1467.The horizontal coordinates are valid at the epoch date displayed above.
 TU1467.The epoch date for horizontal control is a decimal equivalence
 TU1467.of Year/Month/Day.
 TU1467
 TU1467
 TU1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1467
 TU1467.The geoid height was determined by GEOID03.
 TU1467
 TU1467;                    North         East     Units Scale Factor Converg.
 TU1467;SPC HI 3     -    46,715.101   511,506.384   MT  0.99999164   +0 02 27.2
 TU1467;UTM  04      - 2,387,696.450   615,023.132   MT  0.99976348   +0 24 31.9
 TU1467
 TU1467                          SUPERSEDED SURVEY CONTROL
 TU1467
 TU1467  NAD 83(1986)-  21 35 18.72181(N)    157 53 20.00473(W) AD(       ) 4
 TU1467  OLD HI      -  21 35 30.17900(N)    157 53 29.97900(W) AD(       ) 3
 TU1467
 TU1467.Superseded values are not recommended for survey control.
 TU1467.NGS no longer adjusts projects to the OLD HI datum.
 TU1467.See file dsdata.txt to determine how the superseded data were derived.
 TU1467
 TU1467_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1502387696(NAD 83)
 TU1467
 TU1467  HISTORY     - Date     Condition        Report By
 TU1467  HISTORY     - UNK      MONUMENTED
 TU1467  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1467  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1467
 TU1467                          STATION DESCRIPTION
 TU1467
 TU1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1467'THE STATION HAS BEEN DESTROYED.  THE PRESENT BUILDING WAS
 TU1467'ERECTED ABOUT 1927.
 TU1467
 TU1467                          STATION RECOVERY (1965)
 TU1467
 TU1467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1467'STATION IS GONE.  THE PRESENT CHURCH HAS ONLY A SMALL CROSS
 TU1467'BUT NO SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1814 ***********************************************************************
 TU1814  DESIGNATION -  OLD GOVT WHARF SOUTHEAST COR
 TU1814  PID         -  TU1814
 TU1814  STATE/COUNTY-  HI/KAUAI
 TU1814  USGS QUAD   -  HANAPEPE (1996)
 TU1814
 TU1814                         *CURRENT SURVEY CONTROL
 TU1814  ___________________________________________________________________
 TU1814* NAD 83(1993)-  21 54 10.73203(N)    159 35 30.97705(W)     ADJUSTED  
 TU1814* LOCAL TIDAL -                                                        
 TU1814  ___________________________________________________________________
 TU1814  EPOCH DATE  -        1993.62
 TU1814  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 TU1814  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1814
 TU1814  HORZ ORDER  -  THIRD
 TU1814
 TU1814.The horizontal coordinates were established by classical geodetic methods
 TU1814.and adjusted by the National Geodetic Survey in December 1998..
 TU1814.The horizontal coordinates are valid at the epoch date displayed above.
 TU1814.The epoch date for horizontal control is a decimal equivalence
 TU1814.of Year/Month/Day.
 TU1814
 TU1814
 TU1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1814
 TU1814.The geoid height was determined by GEOID03.
 TU1814
 TU1814;                    North         East     Units Scale Factor Converg.
 TU1814;SPC HI 4     -     7,714.761   490,499.925   MT  0.99999111   -0 02 03.5
 TU1814;UTM  04      - 2,422,206.214   438,857.389   MT  0.99964619   -0 13 15.0
 TU1814
 TU1814                          SUPERSEDED SURVEY CONTROL
 TU1814
 TU1814  NAD 83(1986)-  21 54 10.70266(N)    159 35 30.99657(W) AD(       ) 4
 TU1814  OLD HI      -  21 54 21.99000(N)    159 35 41.04000(W) AD(       ) 3
 TU1814
 TU1814.Superseded values are not recommended for survey control.
 TU1814.NGS no longer adjusts projects to the OLD HI datum.
 TU1814.See file dsdata.txt to determine how the superseded data were derived.
 TU1814
 TU1814_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3885722206(NAD 83)
 TU1814
 TU1814  HISTORY     - Date     Condition        Report By
 TU1814  HISTORY     - UNK      MONUMENTED
 TU1814  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1814  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1814
 TU1814                          STATION DESCRIPTION
 TU1814
 TU1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1814'STATION IS GONE.  THE WHARF WAS REMOVED LONG AGO.
 TU1814
 TU1814                          STATION RECOVERY (2005)
 TU1814
 TU1814'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3382 ***********************************************************************
 TU3382  DESIGNATION -  OLELEUWE
 TU3382  PID         -  TU3382
 TU3382  STATE/COUNTY-  HI/MAUI
 TU3382  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3382
 TU3382                         *CURRENT SURVEY CONTROL
 TU3382  ___________________________________________________________________
 TU3382* NAD 83(1993)-  21 10 13.07793(N)    157 02 11.59010(W)     ADJUSTED  
 TU3382* LOCAL TIDAL -       378.     (meters)    1240.     (feet)  SCALED    
 TU3382  ___________________________________________________________________
 TU3382  EPOCH DATE  -        1993.62
 TU3382  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 TU3382  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU3382
 TU3382  HORZ ORDER  -  THIRD
 TU3382
 TU3382.The horizontal coordinates were established by classical geodetic methods
 TU3382.and adjusted by the National Geodetic Survey in December 1998..
 TU3382.The horizontal coordinates are valid at the epoch date displayed above.
 TU3382.The epoch date for horizontal control is a decimal equivalence
 TU3382.of Year/Month/Day.
 TU3382
 TU3382.The orthometric height was scaled from a topographic map.
 TU3382
 TU3382.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3382
 TU3382.The geoid height was determined by GEOID03.
 TU3382
 TU3382;                    North         East     Units Scale Factor Converg.
 TU3382;SPC HI 2     -    92,705.413   461,587.663   MT  0.99998489   -0 08 00.9
 TU3382;UTM  04      - 2,342,257.116   703,856.071   MT  1.00011357   +0 42 33.6
 TU3382
 TU3382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3382!SPC HI 2     -   0.99993817  x   0.99998489  =   0.99992306
 TU3382!UTM  04      -   0.99993817  x   1.00011357  =   1.00005173
 TU3382
 TU3382:                Primary Azimuth Mark                     Grid Az
 TU3382:SPC HI 2     -  PUU O KAMAO                              060 12 54.4
 TU3382:UTM  04      -  PUU O KAMAO                              059 22 19.9
 TU3382
 TU3382|---------------------------------------------------------------------|
 TU3382| PID    Reference Object                     Distance      Geod. Az  |
 TU3382|                                                           dddmmss.s |
 TU3382| TU3381 PUU O KAMAO                         APPROX. 1.1 KM 0600453.5 |
 TU3382|---------------------------------------------------------------------|
 TU3382
 TU3382                          SUPERSEDED SURVEY CONTROL
 TU3382
 TU3382  NAD 83(1986)-  21 10 13.03527(N)    157 02 11.53944(W) AD(       ) 3
 TU3382  OLD HI      -  21 10 24.51000(N)    157 02 21.62000(W) AD(       ) 3
 TU3382
 TU3382.Superseded values are not recommended for survey control.
 TU3382.NGS no longer adjusts projects to the OLD HI datum.
 TU3382.See file dsdata.txt to determine how the superseded data were derived.
 TU3382
 TU3382_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0385642257(NAD 83)
 TU3382
 TU3382  HISTORY     - Date     Condition        Report By
 TU3382  HISTORY     - UNK      MONUMENTED
 TU3382  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU3382  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3382  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3382
 TU3382                          STATION DESCRIPTION
 TU3382
 TU3382'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1932
 TU3382'THE ORIGINAL STATION WAS MARKED BY A REDWOOD POST AND STAFF IN
 TU3382'1885, AND THIS WAS REPLACED BY A 2-IN. PIPE IN 1924 BY H.T.S.
 TU3382'
 TU3382'THE STATION IS, AT PRESENT, MARKED WITH A TYPE B MONUMENT AND
 TU3382'IS SITUATED ON A HILL CALLED ELEUWEUWE, A RED-TOPPED HILL ON THE
 TU3382'EDGE OF A GULCH ON THE BOUNDARY OF HOOLEHUA AND NAIWA, 1200 FT. N
 TU3382'OF THE N BOUNDARY OF LOT 1 OF THE HOOLEHUA-PALAAU HOMESTEADS,
 TU3382'AND 1-1/2 MI. NW OF CALIFORNIA PACKING CO. VILLAGE.  THE
 TU3382'PLACING OF THE MONUMENT HAS BROUGHT THE CONCRETE PLATFORM TO A
 TU3382'POINT 1 FT. LOWER THAN THE OLD STATION MARK, ALTHOUGH AS THE
 TU3382'REDWOOD POST WAS COMPLETELY ROTTED WHEN REPLACED BY THE PIPE
 TU3382'IN 1924, THIS DIFFERENCE IN ELEVATION IS ONLY ESTIMATED.
 TU3382'
 TU3382'THERE IS A TRIANGULATION SHEET ON THE STATION IN THE H.T.S.
 TU3382'FILES.
 TU3382
 TU3382                          STATION RECOVERY (1962)
 TU3382
 TU3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3382'STATION WAS RECOVERED IN GOOD CONDITION.
 TU3382'
 TU3382'STATION IS LOCATED ON A PROMINENT GRASS COVERED HILL, ABOUT
 TU3382'3.2 MILES SOUTHWEST OF KALAUPAPA, ABOUT 2.1 MILES EAST-NORTHEAST
 TU3382'OF HOOLEHUA, ABOUT 1.3 MILES NORTH OF KUALAPUU, ABOUT
 TU3382'1.2 MILES SOUTH OF THE COAST, AND ABOUT 0.3 MILE EAST OF TWO
 TU3382'LARGE CONCRETE WATER RESERVOIRS.
 TU3382'
 TU3382'TO REACH THE STATION FROM THE POST OFFICE IN KUALAPUU, GO 0.7
 TU3382'MILES WEST ON STATE ROUTE 48 TO ROAD ON RIGHT, TURN RIGHT AND
 TU3382'TAKE RIGHT FORK, GO 0.75 MILE NORTHWEST TO FORK IN ROAD, TAKE
 TU3382'RIGHT FORK 0.15 MILE TO GATE IN FENCE LINE AT END OF CULTIVATED
 TU3382'PINEAPPLE FIELD, PASS THROUGH GATE AND GO 0.5 MILE NORTHWEST TO
 TU3382'FIELD ROAD ON LEFT AT END OF FENCELINE ALONG WEST SIDE OF ROAD,
 TU3382'TURN LEFT AND TAKE FIELD ROAD 0.25 MILE TO END OF TRUCK TRAVEL
 TU3382'AT A NORTH-SOUTH FENCELINE.  FROM HERE PACK ABOUT 0.3 MILE
 TU3382'SOUTHWEST TO HIGHEST PART OF HILL AND STATION.  ABOUT A 15
 TU3382'MINUTE PACK.
 TU3382'
 TU3382'STATE SURVEY MONUMENT, TYPE B NOW OVER STATION.
 TU3382
 TU3382                          STATION RECOVERY (1964)
 TU3382
 TU3382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3382'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2450 ***********************************************************************
 TU2450  DESIGNATION -  OLOKUANA
 TU2450  PID         -  TU2450
 TU2450  STATE/COUNTY-  HI/HAWAII
 TU2450  USGS QUAD   -  KAHUKU RANCH (1995)
 TU2450
 TU2450                         *CURRENT SURVEY CONTROL
 TU2450  ___________________________________________________________________
 TU2450* NAD 83(1993)-  19 04 01.21183(N)    155 40 46.58578(W)     ADJUSTED  
 TU2450* LOCAL TIDAL -                                                        
 TU2450  ___________________________________________________________________
 TU2450  EPOCH DATE  -        1993.62
 TU2450  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 TU2450  GEOID HEIGHT-          18.59  (meters)                     GEOID03
 TU2450
 TU2450  HORZ ORDER  -  THIRD
 TU2450
 TU2450.The horizontal coordinates were established by classical geodetic methods
 TU2450.and adjusted by the National Geodetic Survey in December 1998..
 TU2450.The horizontal coordinates are valid at the epoch date displayed above.
 TU2450.The epoch date for horizontal control is a decimal equivalence
 TU2450.of Year/Month/Day.
 TU2450
 TU2450
 TU2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2450
 TU2450.The geoid height was determined by GEOID03.
 TU2450
 TU2450;                    North         East     Units Scale Factor Converg.
 TU2450;SPC HI 1     -    25,874.089   481,096.989   MT  0.99997108   -0 03 31.2
 TU2450;UTM  05      - 2,110,396.507   218,003.297   MT  1.00058313   -0 52 33.4
 TU2450
 TU2450                          SUPERSEDED SURVEY CONTROL
 TU2450
 TU2450  NAD 83(1986)-  19 04 01.19668(N)    155 40 46.63369(W) AD(       ) 4
 TU2450  OLD HI      -  19 04 13.43000(N)    155 40 56.35900(W) AD(       ) 3
 TU2450
 TU2450.Superseded values are not recommended for survey control.
 TU2450.NGS no longer adjusts projects to the OLD HI datum.
 TU2450.See file dsdata.txt to determine how the superseded data were derived.
 TU2450
 TU2450_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB1800310397(NAD 83)
 TU2450
 TU2450  HISTORY     - Date     Condition        Report By
 TU2450  HISTORY     - UNK      MONUMENTED
 TU2450  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2450
 TU2450                          STATION DESCRIPTION
 TU2450
 TU2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2450'LOCATION OF STATION--ON A PROMINENT GRASSY HILL SURROUNDED BY
 TU2450'LAVA FLOWS ABOUT 0.6 MILE ABOVE THE WAIOHINU-KONA ROAD AND ROUGHLY
 TU2450'ABOUT 5 MILES FROM WAICHINU.
 TU2450'
 TU2450'OLD STATION MARK FOUND--DRILL-HOLE IN + CUT IN ROCK SET IN GROUND
 TU2450'AND STONEPILE.
 TU2450'
 TU2450'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2450'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET LONG
 TU2450'SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT EXPOSED
 TU2450'TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL BAR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1167 ***********************************************************************
 TU1167  DESIGNATION -  OLOMANA
 TU1167  PID         -  TU1167
 TU1167  STATE/COUNTY-  HI/HONOLULU
 TU1167  USGS QUAD   -  KOKO HEAD (1983)
 TU1167
 TU1167                         *CURRENT SURVEY CONTROL
 TU1167  ___________________________________________________________________
 TU1167* NAD 83(1993)-  21 21 40.31700(N)    157 45 02.09582(W)     ADJUSTED  
 TU1167* LOCAL TIDAL -                                                        
 TU1167  ___________________________________________________________________
 TU1167  EPOCH DATE  -        1993.62
 TU1167  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 TU1167  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU1167
 TU1167  HORZ ORDER  -  THIRD
 TU1167
 TU1167.The horizontal coordinates were established by classical geodetic methods
 TU1167.and adjusted by the National Geodetic Survey in December 1998..
 TU1167.The horizontal coordinates are valid at the epoch date displayed above.
 TU1167.The epoch date for horizontal control is a decimal equivalence
 TU1167.of Year/Month/Day.
 TU1167
 TU1167
 TU1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1167
 TU1167.The geoid height was determined by GEOID03.
 TU1167
 TU1167;                    North         East     Units Scale Factor Converg.
 TU1167;SPC HI 3     -    21,559.025   525,868.973   MT  0.99999827   +0 05 27.1
 TU1167;UTM  04      - 2,362,637.923   629,543.143   MT  0.99980737   +0 27 18.6
 TU1167
 TU1167                          SUPERSEDED SURVEY CONTROL
 TU1167
 TU1167  NAD 83(1986)-  21 21 40.26805(N)    157 45 02.10505(W) AD(       ) 4
 TU1167  OLD HI      -  21 21 51.68000(N)    157 45 11.98000(W) AD(       ) 3
 TU1167
 TU1167.Superseded values are not recommended for survey control.
 TU1167.NGS no longer adjusts projects to the OLD HI datum.
 TU1167.See file dsdata.txt to determine how the superseded data were derived.
 TU1167
 TU1167_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2954362638(NAD 83)
 TU1167
 TU1167  HISTORY     - Date     Condition        Report By
 TU1167  HISTORY     - UNK      MONUMENTED
 TU1167  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1167
 TU1167                          STATION DESCRIPTION
 TU1167
 TU1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1167'OLOMANA PEAK IS A PROMINENT PEAK OF 1643 FEET ELEVATION, AND
 TU1167'LIES 3 MILES SOUTH OF KAILUA.  IT HAS A VERY NARROW, SHARP TIP AND
 TU1167'THIS WAS PROBABLY INTERSECTED.  THE PEAK WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1170 ***********************************************************************
 TU1170  DESIGNATION -  OLOMANA RIDGE 1952
 TU1170  PID         -  TU1170
 TU1170  STATE/COUNTY-  HI/HONOLULU
 TU1170  USGS QUAD   -  KOKO HEAD (1983)
 TU1170
 TU1170                         *CURRENT SURVEY CONTROL
 TU1170  ___________________________________________________________________
 TU1170* NAD 83(1993)-  21 22 14.89840(N)    157 45 30.44609(W)     ADJUSTED  
 TU1170* LOCAL TIDAL -       122.     (meters)     400.     (feet)  VERT ANG  
 TU1170  ___________________________________________________________________
 TU1170  EPOCH DATE  -        1993.62
 TU1170  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 TU1170  GEOID HEIGHT-          16.04  (meters)                     GEOID03
 TU1170
 TU1170  HORZ ORDER  -  SECOND
 TU1170
 TU1170.The horizontal coordinates were established by classical geodetic methods
 TU1170.and adjusted by the National Geodetic Survey in December 1998..
 TU1170.The horizontal coordinates are valid at the epoch date displayed above.
 TU1170.The epoch date for horizontal control is a decimal equivalence
 TU1170.of Year/Month/Day.
 TU1170
 TU1170.The orthometric height was determined by vertical angle observations.
 TU1170.No vertical observational check was made to the station.
 TU1170
 TU1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1170
 TU1170.The geoid height was determined by GEOID03.
 TU1170
 TU1170;                    North         East     Units Scale Factor Converg.
 TU1170;SPC HI 3     -    22,621.334   525,050.553   MT  0.99999775   +0 05 16.9
 TU1170;UTM  04      - 2,363,694.803   628,718.143   MT  0.99980474   +0 27 08.9
 TU1170
 TU1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1170!SPC HI 3     -   0.99997830  x   0.99999775  =   0.99997605
 TU1170!UTM  04      -   0.99997830  x   0.99980474  =   0.99978305
 TU1170
 TU1170:                Primary Azimuth Mark                     Grid Az
 TU1170:SPC HI 3     -  KAILUA RESET                             310 24 32.3
 TU1170:UTM  04      -  KAILUA RESET                             310 02 40.3
 TU1170
 TU1170|---------------------------------------------------------------------|
 TU1170| PID    Reference Object                     Distance      Geod. Az  |
 TU1170|                                                           dddmmss.s |
 TU1170| TU1091 KAILUA RESET                        APPROX. 2.2 KM 3102949.2 |
 TU1170|---------------------------------------------------------------------|
 TU1170
 TU1170                          SUPERSEDED SURVEY CONTROL
 TU1170
 TU1170  NAD 83(1986)-  21 22 14.84806(N)    157 45 30.45416(W) AD(       ) 2
 TU1170  OLD HI      -  21 22 26.26071(N)    157 45 40.33339(W) AD(       ) 2
 TU1170
 TU1170.Superseded values are not recommended for survey control.
 TU1170.NGS no longer adjusts projects to the OLD HI datum.
 TU1170.See file dsdata.txt to determine how the superseded data were derived.
 TU1170
 TU1170_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2871863695(NAD 83)
 TU1170
 TU1170  HISTORY     - Date     Condition        Report By
 TU1170  HISTORY     - 1952     MONUMENTED       CGS
 TU1170  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1170  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1170
 TU1170                          STATION DESCRIPTION
 TU1170
 TU1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1170'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU1170'FOLLOWS--
 TU1170'
 TU1170'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF KAILUA AND 1/2
 TU1170'MILE SOUTH OF THE PALI HIGHWAY, NEAR THE NORTHWEST END OF OLOMANA
 TU1170'RIDGE WHICH RUNS NORTHWEST FROM OLOMANA PEAK.  IT IS AT ABOUT 400
 TU1170'FEET ELEVATION.
 TU1170'
 TU1170'TO REACH STATION FROM THE TRAFFIC LIGHT AT INTERSECTION OF STATE
 TU1170'HIGHWAYS 72 AND 63 ABOUT 1-1/2 MILES SOUTHWEST OF KAILUA, GO
 TU1170'SOUTHEAST ON STATE HIGHWAY 72 FOR 0.4 MILE TO PAVED SIDE ROAD
 TU1170'RIGHT.  TURN RIGHT AND FOLLOW THIS ROAD FOR 0.5 MILE TO END OF
 TU1170'ROAD AT PIGGERY OF STATE TRAINING SCHOOL.  PASS THROUGH BOARD
 TU1170'GATE ON RIGHT AND FOLLOW DIM TRACK ROAD THROUGH PASTURE LAND FOR
 TU1170'0.2 MILE TO LOCKED GATE IN RAVINE.  PASS THROUGH GATE AND
 TU1170'CONTINUE ON ROAD FOR 0.2 MILE TO SADDLE ON RIDGE LINE.  THIS
 TU1170'IS END OF TRUCK TRAVEL.  PACK NORTHWEST ALONG FENCE LINE
 TU1170'FOLLOWING CREST OF RIDGE ABOUT 275 YARDS TO STATION.
 TU1170'
 TU1170'STATION IS MARKED BY A TYPE C SIGNAL BUILT IN 1929 BY THE HAWAII
 TU1170'TERRITORIAL SURVEY.  THE CONCRETE PLATFORM OF THE SIGNAL IS FLUSH
 TU1170'WITH GROUND AND HAS A 2-1/2-INCH IRON PIPE PROJECTING FROM ITS
 TU1170'CENTER FOR A DISTANCE OF 2 FEET.  CENTER OF PIPE IS USED AS
 TU1170'STATION.  A REMOVEABLE, RED AND WHITE METAL TARGET IS SET INTO
 TU1170'THE PIPE AND EXTENDS 7 FEET ABOVE THE PLATFORM.
 TU1170
 TU1170                          STATION RECOVERY (1969)
 TU1170
 TU1170'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1170'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 TU1170'CENTER OF A 2-1/2 INCH PIPE, WHICH WAS PREVIOUSLY THE MARK WAS
 TU1170'HELD.  A STANDARD TRIANGULATION DISK STAMPED OLOMANA RIDGE 1952
 TU1170'1969, WAS CEMENTED IN A DRILL HOLE IN THE CENTER OF A CONCRETE
 TU1170'SLAB WHICH ORIGINALLY WAS THE PLATFORM FOR A TYPE C HAWAIIAN
 TU1170'TERRITORIAL SURVEY SIGNAL.
 TU1170'
 TU1170'A GEODIMETER TRAVERSE WAS MADE BETWEEN OLOMANA RIDGE 1952 1969
 TU1170'AND KAILUA 1872 1927.
 TU1170'
 TU1170'GEODIMETER DISTANCE 2,246.113 METERS OR (7,369.05 FT.)
 TU1170'
 TU1170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1170'2 MILES SOUTHWEST OF KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2777 ***********************************************************************
 TU2777  DESIGNATION -  OLOPAWA 1878
 TU2777  PID         -  TU2777
 TU2777  STATE/COUNTY-  HI/MAUI
 TU2777  USGS QUAD   -  HANA (1983)
 TU2777
 TU2777                         *CURRENT SURVEY CONTROL
 TU2777  ___________________________________________________________________
 TU2777* NAD 83(1993)-  20 46 05.29778(N)    156 01 56.09848(W)     ADJUSTED  
 TU2777* LOCAL TIDAL -       562.8    (meters)    1846.     (feet)  VERT ANG  
 TU2777  ___________________________________________________________________
 TU2777  EPOCH DATE  -        1993.62
 TU2777  LAPLACE CORR-         -14.60  (seconds)                    DEFLEC99
 TU2777  GEOID HEIGHT-          14.92  (meters)                     GEOID03
 TU2777
 TU2777  HORZ ORDER  -  FIRST
 TU2777
 TU2777.The horizontal coordinates were established by classical geodetic methods
 TU2777.and adjusted by the National Geodetic Survey in December 1998..
 TU2777.The horizontal coordinates are valid at the epoch date displayed above.
 TU2777.The epoch date for horizontal control is a decimal equivalence
 TU2777.of Year/Month/Day.
 TU2777
 TU2777.The orthometric height was determined by vertical angle observations.
 TU2777
 TU2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2777
 TU2777.The geoid height was determined by GEOID03.
 TU2777
 TU2777;                    North         East     Units Scale Factor Converg.
 TU2777;SPC HI 2     -    48,265.880   566,060.741   MT  1.00002058   +0 13 29.9
 TU2777;UTM  04      - 2,299,326.731   809,012.727   MT  1.00078027   +1 03 11.4
 TU2777;UTM  05      - 2,299,451.622   184,266.714   MT  1.00083217   -1 04 33.9
 TU2777
 TU2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2777!SPC HI 2     -   0.99990920  x   1.00002058  =   0.99992978
 TU2777!UTM  04      -   0.99990920  x   1.00078027  =   1.00068940
 TU2777!UTM  05      -   0.99990920  x   1.00083217  =   1.00074130
 TU2777
 TU2777:                Primary Azimuth Mark                     Grid Az
 TU2777:SPC HI 2     -  KAUIKI HEAD LIGHT                        102 19 35.8
 TU2777:UTM  04      -  KAUIKI HEAD LIGHT                        101 29 54.3
 TU2777:UTM  05      -  KAUIKI HEAD LIGHT                        103 37 39.6
 TU2777
 TU2777|---------------------------------------------------------------------|
 TU2777| PID    Reference Object                     Distance      Geod. Az  |
 TU2777|                                                           dddmmss.s |
 TU2777| TU2770 KAUIKI HEAD LIGHT                   APPROX. 5.6 KM 1023305.7 |
 TU2777| TU2773 PUU O KAHAULA HIGS 1950             APPROX. 4.1 KM 1103538.3 |
 TU2777| TU2785 PUU HINAI                           APPROX. 3.3 KM 3022107.0 |
 TU2777|---------------------------------------------------------------------|
 TU2777
 TU2777                          SUPERSEDED SURVEY CONTROL
 TU2777
 TU2777  NAD 83(1986)-  20 46 05.26376(N)    156 01 56.11831(W) AD(       ) 1
 TU2777  OLD HI      -  20 46 16.79200(N)    156 02 06.19500(W) AD(       ) 1
 TU2777
 TU2777.Superseded values are not recommended for survey control.
 TU2777.NGS no longer adjusts projects to the OLD HI datum.
 TU2777.See file dsdata.txt to determine how the superseded data were derived.
 TU2777
 TU2777_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0901399327(NAD 83)
 TU2777
 TU2777  HISTORY     - Date     Condition        Report By
 TU2777  HISTORY     - 1878     MONUMENTED       CGS
 TU2777  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2777  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2777
 TU2777                          STATION DESCRIPTION
 TU2777
 TU2777'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2777'OLD DESCRIPTION.  NEAR EASTERN END OF EAST MAUI, ON SUMMIT OF
 TU2777'HILL OF SAME NAME, IN NORTHERN PART OF HANA DISTRICT, 3 MILES
 TU2777'INSHORE, IN LAND OF KAELEKU, AND 2-1/2 MILES FROM THE
 TU2777'SEA.  MARK, A CONCRETE POST.
 TU2777'
 TU2777'THE STATION WAS RECOVERED BY THE HAWAIIAN TERRITORIAL SURVEY
 TU2777'IN NOV. 1929 IN GOOD CONDITION.  IT WAS REPLACED AT THAT TIME
 TU2777'BY A TYPE B MONUMENT.
 TU2777'
 TU2777'THE CENTER OF THE 2-1/2 INCH PIPE TARGET HOLDER WAS USED AS
 TU2777'THE STATION.
 TU2777'
 TU2777'TO REACH FROM THE POST OFFICE AT HANA--GO WESTERLY ON THE
 TU2777'COAST HIGHWAY FOR 3.8 MILES TO THE WEST EDGE OF KAELEKU
 TU2777'VILLAGE.  TURN LEFT AT ELEVATED GREEN TANK AND GO SOUTHERLY
 TU2777'ON RANCH ROADS TO FOOT OF FIRST PROMINENT HILL, THENCE UP STEEP
 TU2777'SIDE TO TOP AND STATION.
 TU2777'
 TU2777'HEIGHT OF LIGHT ABOVE STATION MARK 0.49 METERS.
 TU2777
 TU2777                          STATION RECOVERY (1969)
 TU2777
 TU2777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2777'STATION WAS RECOVERED IN GOOD CONDITION, ALTHOUGH COMPLETELY
 TU2777'OVERGROWN WITH BRUSH AND VINES.
 TU2777'
 TU2777'LOCATED ABOUT 3 MILES WEST-NORTHWEST OF HANA AND 1 MILE SOUTH
 TU2777'OF STATE HIGHWAY 36, ON THE SUMMIT OF A PROMINENT, BRUSH AND
 TU2777'TREE-COVERED HILL OF ABOUT 1846 FEET ELEVATION.
 TU2777'
 TU2777'TO REACH STATION FROM THE POST OFFICE IN HANA, GO NORTHWEST
 TU2777'ON STATE HIGHWAY 36 FOR 3.8 MILES TO WIRE GATE ON LEFT, ACROSS
 TU2777'FROM OLD HOUSE.  GO THROUGH GATE AND FOLLOW PASTURE ROAD
 TU2777'UPGRADE FOR 0.3 MILE TO WIRE GATE.  PASS THROUGH GATE AND GO
 TU2777'0.1 MILE TO END OF ROAD.  PACK UP AROUND LEFT SIDE OF HILL TO
 TU2777'BACK OF RIDGE, THEN UP RIDGE TO STATION.  A 2-HR. PACK DUE
 TU2777'TO DENSE BRUSH.
 TU2777'
 TU2777'STATION IS MARKED BY A TYPE B SIGNAL.  THE CONCRETE PLATFORM
 TU2777'IS FLUSH WITH GROUND.  A 12-INCH-SQUARE, CONCRETE PIER EXTENDS
 TU2777'26 INCHES FROM CENTER OF PLATFORM, AND HAS A 2-1/2-INCH PIPE
 TU2777'IN THE CENTER WHICH HOLDS A METAL TARGET EXTENDING 8 FEET
 TU2777'ABOVE PLATFORM.
 TU2777'
 TU2777'THE HILLTOP HAS A HEAVY COVER OF TI PLANTS UP TO 12 FEET
 TU2777'TALL, AND OTHER HEAVY, BUT LOWER, BRUSH, WHICH OBSCURES
 TU2777'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3105 ***********************************************************************
 TU3105  DESIGNATION -  OLOWALU
 TU3105  PID         -  TU3105
 TU3105  STATE/COUNTY-  HI/MAUI
 TU3105  USGS QUAD   -  OLOWALU (1992)
 TU3105
 TU3105                         *CURRENT SURVEY CONTROL
 TU3105  ___________________________________________________________________
 TU3105* NAD 83(1993)-  20 48 30.84530(N)    156 37 23.96941(W)     ADJUSTED  
 TU3105* LOCAL TIDAL -         1.92   (meters)       6.3    (feet)  LEVELING  
 TU3105  ___________________________________________________________________
 TU3105  EPOCH DATE  -        1993.62
 TU3105  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 TU3105  GEOID HEIGHT-          16.41  (meters)                     GEOID03
 TU3105
 TU3105  HORZ ORDER  -  FIRST
 TU3105  VERT ORDER  -  THIRD ?
 TU3105
 TU3105.The horizontal coordinates were established by classical geodetic methods
 TU3105.and adjusted by the National Geodetic Survey in December 1998..
 TU3105.The horizontal coordinates are valid at the epoch date displayed above.
 TU3105.The epoch date for horizontal control is a decimal equivalence
 TU3105.of Year/Month/Day.
 TU3105
 TU3105.The orthometric height was determined by differential leveling.
 TU3105.The vertical network tie was performed by a horz. field party for horz.
 TU3105.obs reductions. Reset procedures were used to establish the elevation.
 TU3105
 TU3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3105
 TU3105.The geoid height was determined by GEOID03.
 TU3105
 TU3105;                    North         East     Units Scale Factor Converg.
 TU3105;SPC HI 2     -    52,612.812   504,511.838   MT  0.99996692   +0 00 55.4
 TU3105;UTM  04      - 2,302,784.942   747,371.997   MT  1.00035630   +0 50 41.1
 TU3105
 TU3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3105!SPC HI 2     -   0.99999712  x   0.99996692  =   0.99996404
 TU3105!UTM  04      -   0.99999712  x   1.00035630  =   1.00035342
 TU3105
 TU3105|---------------------------------------------------------------------|
 TU3105| PID    Reference Object                     Distance      Geod. Az  |
 TU3105|                                                           dddmmss.s |
 TU3105| TU3097 OLOWALU TIDAL BM 1 1950              13.308 METERS 06138     |
 TU3105| CN5970 OLOWALU RM 1                          9.851 METERS 16459     |
 TU3105| CN5971 OLOWALU RM 3                          9.697 METERS 16732     |
 TU3105| TU3106 HYDRO SIGNAL NR OLOWALU 1950          3.980 METERS 25115     |
 TU3105| TU3099 LAHAINA SE BASE                     APPROX. 4.2 KM 3195817.6 |
 TU3105|---------------------------------------------------------------------|
 TU3105
 TU3105                          SUPERSEDED SURVEY CONTROL
 TU3105
 TU3105  NAD 83(1986)-  20 48 30.80870(N)    156 37 23.94648(W) AD(       ) 1
 TU3105  OLD HI      -  20 48 42.33300(N)    156 37 34.11700(W) AD(       ) 1
 TU3105
 TU3105.Superseded values are not recommended for survey control.
 TU3105.NGS no longer adjusts projects to the OLD HI datum.
 TU3105.See file dsdata.txt to determine how the superseded data were derived.
 TU3105
 TU3105_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4737202785(NAD 83)
 TU3105_MARKER: Z = SEE DESCRIPTION
 TU3105_SETTING: 0 = UNSPECIFIED SETTING
 TU3105
 TU3105  HISTORY     - Date     Condition        Report By
 TU3105  HISTORY     - 1950     MONUMENTED       CGS
 TU3105  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3105  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3105  HISTORY     - 1984     GOOD             USPSQD
 TU3105
 TU3105                          STATION DESCRIPTION
 TU3105
 TU3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3105'THE STATION IS LOCATED ON THE, ROCK FILLED, DOCK IN THE VILLAGE OF
 TU3105'OLOWALU.  IT LIES 38 FEET NORTH OF THE SEAWARD END OF THE DOCK.
 TU3105'
 TU3105'THE STATION IS A STANDARD DISK, STAMPED OLOWALU 1950, SET IN A
 TU3105'DRILL HOLE IN A CONCRETE SLAB WHICH IS 10 FEET SQUARE AND FLUSH
 TU3105'WITH THE SURFACE OF THE SOIL.
 TU3105'
 TU3105'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED OLOWALU NO
 TU3105'1 1950, SET INTO A DRILL HOLE IN THE CONCRETE SEA WALL.  IT IS
 TU3105'LOCATED AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU3105'
 TU3105'THE BENCH MARK IS A STANDARD U.S.G.S. BRONZE DISK, STAMPED 1925,
 TU3105'SET INTO A DRILL HOLE IN THE CONCRETE SEA WALL.  IT IS LOCATED
 TU3105'AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU3105'
 TU3105'THE HYDROGRAPHIC SIGNAL IS A WOODEN TRIANGULAR STRUCTURE HAVING A
 TU3105'BASE OF ABOUT 8 FEET AND A HEIGHT OF ABOUT 20 FEET.  IT RESTS ON
 TU3105'THREE CONCRETE FOUNDATIONS WHICH ARE ABOUT 1 FOOT IN HEIGHT.
 TU3105
 TU3105                          STATION RECOVERY (1961)
 TU3105
 TU3105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3105'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 TU3105'WAS NOT RECOVERED.  IT APPEARS THAT THE DOCK AND THE SEAWALL IN
 TU3105'THE AREA OF THE REFERENCE MARK HAVE BEEN REBUILT AND THE MARK
 TU3105'DESTROYED.
 TU3105'
 TU3105'THE USGS BENCH MARK WAS RECOVERED.  IT IS A STANDARD COAST
 TU3105'AND GEODETIC SURVEY TIDAL BENCH MARK DISK ON WHICH THE STAMPING
 TU3105'IS ILLEGIBLE.  IT IS SHOWN AS TIDAL BENCH MARK 1, OLOWALU, MAUI
 TU3105'ISLAND, HAWAIIAN ISLAND - 9 DATED 4/24/51.
 TU3105'
 TU3105'THE HYDROGRAPHIC SIGNAL HAS BEEN TORN DOWN.  THE BASE TIMBERS
 TU3105'ARE STILL IN PLACE, FASTENED TO THE CONCRETE FOUNDATIONS.
 TU3105'
 TU3105'THE DESCRIPTION IS ADEQUATE WITH THE ABOVE CORRECTIONS.
 TU3105
 TU3105                          STATION RECOVERY (1969)
 TU3105
 TU3105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3105'STATION MARK AND RM NO. 2 WERE RECOVERED IN GOOD CONDITION.  RM
 TU3105'NO. 1 HAS BEEN DESTROYED, SO A NEW RM, NO. 3, WAS ESTABLISHED.  A
 TU3105'COMPLETE DESCRIPTION FOLLOWS--
 TU3105'
 TU3105'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF LAHAINA AND 1000
 TU3105'FEET SOUTH-SOUTHWEST OF OLOWALU STORE, OUT ON THE END OF THE OLD
 TU3105'OLOWALU WHARF.
 TU3105'
 TU3105'TO REACH STATION FROM THE POST OFFICE IN WAILUKU, GO SOUTH ON
 TU3105'STATE HIGHWAY 30 FOR 5.3 MILES TO JUNCTION WITH STATE HIGHWAY
 TU3105'31.  CONTINUE ON HIGHWAY 30 FOR 6.3 MILES TO OLOWALU STORE.  TURN
 TU3105'LEFT AND GO 0.1 MILE TO END OF ROAD BY HOUSE ON RIGHT.  WALK SOUTH
 TU3105'ALONG WIDE TRAIL ABOUT 125 YARDS TO WHARF, THEN ABOUT 85 YARDS
 TU3105'OUT ONTO WHARF AND STATION.
 TU3105'
 TU3105'STATION MARK IS A STANDARD DISK STAMPED OLOWALU 1950, CEMENTED
 TU3105'IN A DRILL HOLE IN THE CENTER OF A 9 X 10-FOOT, CONCRETE SLAB
 TU3105'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS 33.5 FEET NORTHEAST OF
 TU3105'THE ROUNDED WALL AT SOUTHWEST END OF THE WHARF, AND 12.7 FEET
 TU3105'NORTHEAST OF THE CENTER OF 3 CONCRETE BLOCKS WHICH ARE THE
 TU3105'FOUNDATIONS OF THE OLD HYDROGRAPHIC SIGNAL.  TIDAL BM 1, 1925
 TU3105'(R.M. NO. 2) IS A STANDARD DISK (BENCH MARK DISK), VERY FAINTLY
 TU3105'STAMPED 1 1925, CEMENTED IN A DRILL HOLE IN THE SMOOTH,
 TU3105'CONCRETE BULKHEAD ALONG THE NORTHEAST EDGE OF THE WHARF, 30
 TU3105'FEET NORTHWEST OF END OF BULKHEAD, 15.5 FEET NORTHEAST OF THE
 TU3105'NORTHWEST 1 OF 2 CONCRETE BLOCKS, AND ABOUT 15 INCHES LOWER
 TU3105'THAN STATION MARK.
 TU3105'
 TU3105'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED OLOWALU
 TU3105'1950 NO 3 1969, CEMENTED IN A DRILL HOLE IN THE ROUGH ROCK AND
 TU3105'CONCRETE TOP OF THE CURVED SECTION OF WHARF BULKHEAD, 4 FEET NORTH
 TU3105'OF SEA EDGE OF THE WALL, AND AT SAME ELEVATION AS STATION MARK.
 TU3105
 TU3105                          STATION RECOVERY (1984)
 TU3105
 TU3105'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU3105'STATION MARK OLOWALU 1950 RECOVERED-CONDITION GOOD.
 TU3105'(CANNOT READ STAMP).
 TU3105'
 TU3105'LOCATING INFORMATION GOOD.  ASK FOR ACCESS AT SUGAR CO. HOUSE.
 TU3105'
 TU3105'RM 2 TIDAL BENCH MARK NO. 1 1925 RECOVERED -- CONDITION GOOD.
 TU3105'CANNOT READ 1-1925.
 TU3105'
 TU3105'RM 3 OLOWALU 1950 NO 3 1969 FOUND DESTROYED.
 TU3105'--LOCATED DRILL HOLE ON SEAWALL, DISK WAS MISSING.
 TU3105'
 TU3105'LOCATION FOR MISSING DISK RM 3 IS--32 FEET SOUTH OF STATION MARK,
 TU3105'ON THE SEAWALL.  IN LINE WITH THE STATION MARK AND THE TALL PALM
 TU3105'TREE IN THE FRONT YARD OF THE SUGAR CO. HOUSE.  HOUSE IS NW OF
 TU3105'WHARF.  PERMISSION FOR ACCESS TO WHARF IS GAINED AT THIS HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3095 ***********************************************************************
 TU3095  DESIGNATION -  OLOWALU STACK
 TU3095  PID         -  TU3095
 TU3095  STATE/COUNTY-  HI/MAUI
 TU3095  USGS QUAD   -  OLOWALU (1992)
 TU3095
 TU3095                         *CURRENT SURVEY CONTROL
 TU3095  ___________________________________________________________________
 TU3095* NAD 83(1993)-  20 48 35.09545(N)    156 37 21.87697(W)     ADJUSTED  
 TU3095* LOCAL TIDAL -                                                        
 TU3095  ___________________________________________________________________
 TU3095  EPOCH DATE  -        1993.62
 TU3095  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 TU3095  GEOID HEIGHT-          16.42  (meters)                     GEOID03
 TU3095
 TU3095  HORZ ORDER  -  THIRD
 TU3095
 TU3095.The horizontal coordinates were established by classical geodetic methods
 TU3095.and adjusted by the National Geodetic Survey in December 1998..
 TU3095.The horizontal coordinates are valid at the epoch date displayed above.
 TU3095.The epoch date for horizontal control is a decimal equivalence
 TU3095.of Year/Month/Day.
 TU3095
 TU3095
 TU3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3095
 TU3095.The geoid height was determined by GEOID03.
 TU3095
 TU3095;                    North         East     Units Scale Factor Converg.
 TU3095;SPC HI 2     -    52,743.534   504,572.308   MT  0.99996692   +0 00 56.2
 TU3095;UTM  04      - 2,302,916.576   747,430.591   MT  1.00035666   +0 50 42.0
 TU3095
 TU3095                          SUPERSEDED SURVEY CONTROL
 TU3095
 TU3095  NAD 83(1986)-  20 48 35.06061(N)    156 37 21.85511(W) AD(       ) 4
 TU3095  OLD HI      -  20 48 46.60000(N)    156 37 32.03100(W) AD(       ) 3
 TU3095
 TU3095.Superseded values are not recommended for survey control.
 TU3095.NGS no longer adjusts projects to the OLD HI datum.
 TU3095.See file dsdata.txt to determine how the superseded data were derived.
 TU3095
 TU3095_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4743102917(NAD 83)
 TU3095
 TU3095  HISTORY     - Date     Condition        Report By
 TU3095  HISTORY     - UNK      MONUMENTED
 TU3095  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3095  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3095
 TU3095                          STATION DESCRIPTION
 TU3095
 TU3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3095'STATION NOT VISITED.  STATION IS STEEL MILL STACK ABOUT 200
 TU3095'FT. HIGH, PAINTED WITH ALUMINUM PAINT, OWNED BY OLOWALU MILL, AND
 TU3095'IS LOCATED ABOUT 5 MILES WEST NORTH WEST OF MC GREGOR POINT ON A
 TU3095'PROMONTORY PLANTED IN SUGAR-CANE.  STATION IS PLAINLY VISIBLE
 TU3095'OFFSHORE.
 TU3095
 TU3095                          STATION RECOVERY (1961)
 TU3095
 TU3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3095'THE MILL AT OLOWALU HAS BEEN DISMANTLED AND THE STACK HAS BEEN
 TU3095'TORN DOWN.  THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3097 ***********************************************************************
 TU3097  DESIGNATION -  OLOWALU TIDAL BM 1 1950
 TU3097  PID         -  TU3097
 TU3097  STATE/COUNTY-  HI/MAUI
 TU3097  USGS QUAD   -  OLOWALU (1992)
 TU3097
 TU3097                         *CURRENT SURVEY CONTROL
 TU3097  ___________________________________________________________________
 TU3097* NAD 83(1993)-  20 48 31.05088(N)    156 37 23.56444(W)     ADJUSTED  
 TU3097* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU3097  ___________________________________________________________________
 TU3097  EPOCH DATE  -        1993.62
 TU3097  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 TU3097  GEOID HEIGHT-          16.41  (meters)                     GEOID03
 TU3097
 TU3097  HORZ ORDER  -  SECOND
 TU3097
 TU3097.The horizontal coordinates were established by classical geodetic methods
 TU3097.and adjusted by the National Geodetic Survey in December 1998..
 TU3097.The horizontal coordinates are valid at the epoch date displayed above.
 TU3097.The epoch date for horizontal control is a decimal equivalence
 TU3097.of Year/Month/Day.
 TU3097
 TU3097.The orthometric height was scaled from a topographic map.
 TU3097
 TU3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3097
 TU3097.The geoid height was determined by GEOID03.
 TU3097
 TU3097;                    North         East     Units Scale Factor Converg.
 TU3097;SPC HI 2     -    52,619.138   504,523.547   MT  0.99996692   +0 00 55.6
 TU3097;UTM  04      - 2,302,791.439   747,383.617   MT  1.00035637   +0 50 41.2
 TU3097
 TU3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3097!SPC HI 2     -   0.99999711  x   0.99996692  =   0.99996403
 TU3097!UTM  04      -   0.99999711  x   1.00035637  =   1.00035347
 TU3097
 TU3097                          SUPERSEDED SURVEY CONTROL
 TU3097
 TU3097  NAD 83(1986)-  20 48 31.01428(N)    156 37 23.54150(W) AD(       ) 2
 TU3097  OLD HI      -  20 48 42.53900(N)    156 37 33.71200(W) AD(       ) 2
 TU3097
 TU3097.Superseded values are not recommended for survey control.
 TU3097.NGS no longer adjusts projects to the OLD HI datum.
 TU3097.See file dsdata.txt to determine how the superseded data were derived.
 TU3097
 TU3097_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4738402791(NAD 83)
 TU3097_MARKER: Z = SEE DESCRIPTION
 TU3097_SETTING: 0 = UNSPECIFIED SETTING
 TU3097
 TU3097  HISTORY     - Date     Condition        Report By
 TU3097  HISTORY     - 1950     MONUMENTED       CGS
 TU3097
 TU3097                          STATION DESCRIPTION
 TU3097
 TU3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3097'(FROM LETTER OF H. O. FORTIN 3/22/55)
 TU3097'
 TU3097'IN CONFERENCE WITH MR. FANKHAUSER, IT WAS DECIDED THAT THE MARK
 TU3097'DESIGNATED AS BENCH MARK (USGS) 13.314 METERS FROM TRIANGULATION
 TU3097'STATION OLOWALU IS OLOWALU TIDAL BENCH MARK 1.  THE U.S. GEOLOGICAL
 TU3097'SURVEY HAS NO BENCH MARKS IN THAT IMMEDIATE VICINITY.
 TU3097'
 TU3097'THE BENCH MARK IS DESCRIBED IN TIDAL BENCH MARK RECORDS AS A
 TU3097'STANDARD DISK, STAMPED 1 1925, SET HORIZONTALLY FLUSH WITH THE
 TU3097'TOP OF THE CONCRETE LANDING FACE OF THE WHARF, NEAR THE NORTHERLY
 TU3097'DERRICK POST.  ELEVATION 5.82 FEET ABOVE MEAN LOWER LOW WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2293 ***********************************************************************
 TU2293  DESIGNATION -  OMAOKOILI 1891
 TU2293  PID         -  TU2293
 TU2293  STATE/COUNTY-  HI/HAWAII
 TU2293  USGS QUAD   -  PUU OO (1982)
 TU2293
 TU2293                         *CURRENT SURVEY CONTROL
 TU2293  ___________________________________________________________________
 TU2293* NAD 83(1993)-  19 42 42.80986(N)    155 29 45.89118(W)     ADJUSTED  
 TU2293* LOCAL TIDAL -      2161.0    (meters)    7090.     (feet)  VERT ANG  
 TU2293  ___________________________________________________________________
 TU2293  EPOCH DATE  -        1993.62
 TU2293  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TU2293  GEOID HEIGHT-          27.06  (meters)                     GEOID03
 TU2293
 TU2293  HORZ ORDER  -  THIRD
 TU2293
 TU2293.The horizontal coordinates were established by classical geodetic methods
 TU2293.and adjusted by the National Geodetic Survey in December 1998..
 TU2293.The horizontal coordinates are valid at the epoch date displayed above.
 TU2293.The epoch date for horizontal control is a decimal equivalence
 TU2293.of Year/Month/Day.
 TU2293
 TU2293.The orthometric height was determined by vertical angle observations.
 TU2293
 TU2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2293
 TU2293.The geoid height was determined by GEOID03.
 TU2293
 TU2293;                    North         East     Units Scale Factor Converg.
 TU2293;SPC HI 1     -    97,249.095   500,410.851   MT  0.99996667   +0 00 04.8
 TU2293;UTM  05      - 2,181,522.868   238,360.769   MT  1.00044621   -0 50 32.6
 TU2293
 TU2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2293!SPC HI 1     -   0.99965617  x   0.99996667  =   0.99962285
 TU2293!UTM  05      -   0.99965617  x   1.00044621  =   1.00010223
 TU2293
 TU2293:                Primary Azimuth Mark                     Grid Az
 TU2293:SPC HI 1     -  KOLE                                     064 00 13.3
 TU2293:UTM  05      -  KOLE                                     064 50 50.7
 TU2293
 TU2293|---------------------------------------------------------------------|
 TU2293| PID    Reference Object                     Distance      Geod. Az  |
 TU2293|                                                           dddmmss.s |
 TU2293| TU2303 KOLE                                APPROX. 8.9 KM 0640018.1 |
 TU2293| TU2290 HUIKAU                              APPROX. 5.9 KM 0913748.8 |
 TU2293|---------------------------------------------------------------------|
 TU2293
 TU2293                          SUPERSEDED SURVEY CONTROL
 TU2293
 TU2293  NAD 83(1986)-  19 42 42.78722(N)    155 29 45.92247(W) AD(       ) 3
 TU2293  OLD HI      -  19 42 54.78000(N)    155 29 55.33700(W) AD(       ) 3
 TU2293
 TU2293.Superseded values are not recommended for survey control.
 TU2293.NGS no longer adjusts projects to the OLD HI datum.
 TU2293.See file dsdata.txt to determine how the superseded data were derived.
 TU2293
 TU2293_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3836181523(NAD 83)
 TU2293
 TU2293  HISTORY     - Date     Condition        Report By
 TU2293  HISTORY     - 1891     MONUMENTED       HIGS
 TU2293  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2293  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TU2293
 TU2293                          STATION DESCRIPTION
 TU2293
 TU2293'DESCRIBED BY HAWAII GEODETIC SURVEY 1891
 TU2293'IN THE CENTRAL PART OF HAWAII, ON A HILL OF THE SAME NAME, NEAR
 TU2293'THE SOUTHWEST FOOT OF MAUNA KEA.  MARKED BY A TRIANGLE CUT IN A
 TU2293'ROCK IMBEDDED IN THE GROUND, WITH THREE RIDGES OF IMBEDDED ROCKS
 TU2293'RADIATING FROM THE CENTER.
 TU2293
 TU2293                          STATION RECOVERY (1938)
 TU2293
 TU2293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2293'LOCATION OF STATION--ON THE SUMMIT OF A LARGE HILL OF THE SAME
 TU2293'NAME NEAR THE SOUTHWEST FOOT OF MAUNA KEA SLOPE.  THE WAIKI-HUMUULA
 TU2293'ROAD SKIMS THE FOOT OF NORTH SLOPE OF THIS HILL AT A POINT 2-1/2
 TU2293'MILES FROM HUMUULA.
 TU2293'
 TU2293'OLD MARK FOUND--THE OLD MARK, A TRIANGULATION STATION ON ROCK
 TU2293'AND STONEPILE WAS FOUND.
 TU2293'
 TU2293'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2293'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG
 TU2293'SET ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO
 TU2293'VIEW.  A STANDARD METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2293
 TU2293                          STATION RECOVERY (1955)
 TU2293
 TU2293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (YY)
 TU2293'LOCATED ABOUT 3.2 MI. SE OF POHAKULOA HUNTING LODGE, 2.4 MI. W OF
 TU2293'HUMUULA SHEEP STATION, MOST NORTHERLY OF A GROUP OF SIX CINDER
 TU2293'HILLS, AT THE HIGHEST POINT OF THE HILL KNOWN AS OMAOKOILI.
 TU2293'
 TU2293'TO REACH FROM HILO POST OFFICE, DRIVE W FOR 29.8 MI. ALONG SADDLE
 TU2293'RD. TO SIDE RD. LEADING N TO HALEPOHAKU.  TURN N FOR 019 MI. TO
 TU2293'HUMUULA SHEEP STATION.  TURN W ON OLD RD. 2.1 MI. TO LOCKED
 TU2293'GATE.  0.7 MI. PAST THE FIRST GATE (KEY MAY BE OBTAINED FROM THE
 TU2293'FORESTRY DIVISION OF THE TERRITORIAL AGRICULTURE DEPT.). 0.2
 TU2293'MI. BEYOND THIS POINT AT A CREST IN THE RD. TURN 1 LEFT (S)
 TU2293'LEAVING THE RD. AND GO 0.5 MI. UP S RIM OF CINDER HILL TO TOP AND
 TU2293'STATION.
 TU2293'
 TU2293'STATION MARK--DRILL HOLE AND TRIANGLE CUT IN LAVA ROCK OVER WHICH
 TU2293'THE HAWAIIAN GOVT SURVEY HAS ERECTED A TYPE D MONUMENT.  (TRIANGULAR
 TU2293'CONCRETE PLATFORM 7-1/2 FT. ON A SIDE BUILT LEVEL WITH THE STATION
 TU2293'MARK.)
 TU2293'
 TU2293'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN LAVA
 TU2293'ROCK, 70.71 FT FROM STATION MARK IN AZIMUTH 183 DEG 51 MIN.
 TU2293'
 TU2293'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED IN LAVA
 TU2293'ROCK, 62.98 FT. FROM STATION MARK IN AZIMUTH 317 DEG 03 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3346 ***********************************************************************
 TU3346  DESIGNATION -  ONINI 1915
 TU3346  PID         -  TU3346
 TU3346  STATE/COUNTY-  HI/MAUI
 TU3346  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3346
 TU3346                         *CURRENT SURVEY CONTROL
 TU3346  ___________________________________________________________________
 TU3346* NAD 83(1993)-  21 04 20.17241(N)    156 58 24.75851(W)     ADJUSTED  
 TU3346* LOCAL TIDAL -        18.     (meters)      59.     (feet)  VERT ANG  
 TU3346  ___________________________________________________________________
 TU3346  EPOCH DATE  -        1993.62
 TU3346  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 TU3346  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU3346
 TU3346  HORZ ORDER  -  THIRD
 TU3346
 TU3346.The horizontal coordinates were established by classical geodetic methods
 TU3346.and adjusted by the National Geodetic Survey in December 1998..
 TU3346.The horizontal coordinates are valid at the epoch date displayed above.
 TU3346.The epoch date for horizontal control is a decimal equivalence
 TU3346.of Year/Month/Day.
 TU3346
 TU3346.The orthometric height was determined by vertical angle observations.
 TU3346.No vertical observational check was made to the station.
 TU3346
 TU3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3346
 TU3346.The geoid height was determined by GEOID03.
 TU3346
 TU3346;                    North         East     Units Scale Factor Converg.
 TU3346;SPC HI 2     -    81,838.034   468,110.170   MT  0.99997923   -0 06 37.2
 TU3346;UTM  04      - 2,331,485.049   710,538.389   MT  1.00014780   +0 43 43.9
 TU3346
 TU3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3346!SPC HI 2     -   0.99999466  x   0.99997923  =   0.99997389
 TU3346!UTM  04      -   0.99999466  x   1.00014780  =   1.00014246
 TU3346
 TU3346:                Primary Azimuth Mark                     Grid Az
 TU3346:SPC HI 2     -  MAKAKUPAIA 2                             028 07 41.3
 TU3346:UTM  04      -  MAKAKUPAIA 2                             027 17 20.2
 TU3346
 TU3346|---------------------------------------------------------------------|
 TU3346| PID    Reference Object                     Distance      Geod. Az  |
 TU3346|                                                           dddmmss.s |
 TU3346| TU3351 MAKAKUPAIA 2                        APPROX. 5.1 KM 0280104.1 |
 TU3346|---------------------------------------------------------------------|
 TU3346
 TU3346                          SUPERSEDED SURVEY CONTROL
 TU3346
 TU3346  NAD 83(1986)-  21 04 20.12750(N)    156 58 24.70724(W) AD(       ) 3
 TU3346  OLD HI      -  21 04 31.57700(N)    156 58 34.84500(W) AD(       ) 3
 TU3346
 TU3346.Superseded values are not recommended for survey control.
 TU3346.NGS no longer adjusts projects to the OLD HI datum.
 TU3346.See file dsdata.txt to determine how the superseded data were derived.
 TU3346
 TU3346_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1053831485(NAD 83)
 TU3346
 TU3346  HISTORY     - Date     Condition        Report By
 TU3346  HISTORY     - 1915     MONUMENTED       HIGS
 TU3346  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3346  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3346
 TU3346                          STATION DESCRIPTION
 TU3346
 TU3346'DESCRIBED BY HAWAII GEODETIC SURVEY 1915 (ERH)
 TU3346'ON SOUTHERN COAST OF MOLOKAI, ON THE SLOPE CLOSE TO THE SHORE, 50
 TU3346'METERS ABOVE ROAD AND 3-1/2 MILES EAST OF KAUNAKAKAI WHARF.  BETWEEN
 TU3346'MILEPOSTS 12 AND 13 AND ON THE UPPER SIDE OF THE ROAD THERE IS AN
 TU3346'APIARY, FROM THE MAIN SHED OF WHICH THE STATION BEARS N. 66
 TU3346'DEG E., 100 METERS.  SUBSURFACE MARK IS A BOTTLE.  SURFACE
 TU3346'MARK IS A CONCRETE MONUMENT WITH BRONZE DISK IN TOP, NOTE
 TU3346'6 1/2.  VIEW OF STATION FROM SEA INTERRUPTED BY ALGEROBA TREES
 TU3346'GROWING ALONG SHORE.
 TU3346
 TU3346                          STATION RECOVERY (1930)
 TU3346
 TU3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3346'STATION IS ON THE S COAST OF MOLOKAI ISLAND.  IT WAS RECOVERED AS
 TU3346'DESCRIBED.  THE TERRITORIAL GOVERNMENT HAS PLACED A STANDARD
 TU3346'OBSERVING PLATFORM ABOVE THE STATION AS DESCRIBED BY NOTE 14 A.
 TU3346
 TU3346                          STATION RECOVERY (1962)
 TU3346
 TU3346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3346'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TU3346'
 TU3346'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE WHARF AT KAMALO,
 TU3346'ABOUT 3 MILES SOUTHEAST OF KAUNAKAKAI, AND ABOUT 250 FEET NORTH
 TU3346'OF STATE ROUTE 45.  A STANDARD TRIANGULATION STATION DISK STAMPED
 TU3346'55 VA AND SET IN THE TOP OF A CONCRETE POST.  A TERRITORY OF
 TU3346'HAWAII TYPE A STRUCTURE IS BUILT OVER THE STATION.
 TU3346'
 TU3346'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 46
 TU3346'AT THE POST OFFICE IN KAUNAKAKAI, GO 4.0 MILES SOUTHEAST ON STATE
 TU3346'ROUTE 45 TO GATE AND TRACK ROAD ON LEFT, TURN LEFT AND GO ABOUT
 TU3346'0.05 MILE TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2142 ***********************************************************************
 TU2142  DESIGNATION -  ONOMEA ARCH
 TU2142  PID         -  TU2142
 TU2142  STATE/COUNTY-  HI/HAWAII
 TU2142  USGS QUAD   -  PAPAIKOU (1994)
 TU2142
 TU2142                         *CURRENT SURVEY CONTROL
 TU2142  ___________________________________________________________________
 TU2142* NAD 83(1993)-  19 48 38.40241(N)    155 05 26.60162(W)     ADJUSTED  
 TU2142* LOCAL TIDAL -                                                        
 TU2142  ___________________________________________________________________
 TU2142  EPOCH DATE  -        1993.62
 TU2142  LAPLACE CORR-         -19.43  (seconds)                    DEFLEC99
 TU2142  GEOID HEIGHT-          17.83  (meters)                     GEOID03
 TU2142
 TU2142  HORZ ORDER  -  THIRD
 TU2142
 TU2142.The horizontal coordinates were established by classical geodetic methods
 TU2142.and adjusted by the National Geodetic Survey in December 1998..
 TU2142.The horizontal coordinates are valid at the epoch date displayed above.
 TU2142.The epoch date for horizontal control is a decimal equivalence
 TU2142.of Year/Month/Day.
 TU2142
 TU2142
 TU2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2142
 TU2142.The geoid height was determined by GEOID03.
 TU2142
 TU2142;                    North         East     Units Scale Factor Converg.
 TU2142;SPC HI 1     -   108,235.232   542,879.508   MT  0.99998938   +0 08 19.4
 TU2142;UTM  05      - 2,191,884.569   281,001.495   MT  1.00019283   -0 42 31.9
 TU2142
 TU2142                          SUPERSEDED SURVEY CONTROL
 TU2142
 TU2142  NAD 83(1986)-  19 48 38.37216(N)    155 05 26.61542(W) AD(       ) 4
 TU2142  OLD HI      -  19 48 49.32500(N)    155 05 36.57700(W) AD(       ) 3
 TU2142
 TU2142.Superseded values are not recommended for survey control.
 TU2142.NGS no longer adjusts projects to the OLD HI datum.
 TU2142.See file dsdata.txt to determine how the superseded data were derived.
 TU2142
 TU2142_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8100191885(NAD 83)
 TU2142
 TU2142  HISTORY     - Date     Condition        Report By
 TU2142  HISTORY     - 1912     MONUMENTED       CGS
 TU2142  HISTORY     - 1964     SEE DESCRIPTION  USGS
 TU2142  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2142
 TU2142                          STATION DESCRIPTION
 TU2142
 TU2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2142'ON EAST COAST OF HAWAII, ON THE WELL-KNOWN AND VERY CONSPICUOUS
 TU2142'ONOMEA ARCH WHICH IS AT A LARGE SHARP POINT BETWEEN PAPAIKOU AND
 TU2142'PEPEEKEO.  JUST INSHORE FROM A POINT DIRECTLY OVER THE ARCH PROPER
 TU2142'IS A SHARP CONICAL HILL WITH TWO SMALL TREES ON IT.  THE LARGER
 TU2142'TREE IS DOUBLE, AND THE STATION MARK IS A 6-INCH TRIANGLE CUT
 TU2142'BASE DOWN, ON THE EAST SIDE OF THE EAST BRANCH OF THIS DOUBLE
 TU2142'TREE.  A FLAG WAS PLACED IN THE TREE DIRECTLY ABOVE THIS
 TU2142'TRIANGLE.  REFERENCE MARK IS A CROSS CUT ON A SMALL TREE FACING
 TU2142'TRIANGLE AND AT AN EQUAL HEIGHT.  IT IS 1.43 METERS (4.7
 TU2142'FEET) FROM STATION, BEARING S. 33 DEG E.
 TU2142
 TU2142                          STATION RECOVERY (1964)
 TU2142
 TU2142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TU2142'STATION DESTROYED.  THE TREE IS NO LONGER THERE.
 TU2142
 TU2142                          STATION RECOVERY (1966)
 TU2142
 TU2142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2142'STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2565 ***********************************************************************
 TU2565  DESIGNATION -  ONOULI
 TU2565  PID         -  TU2565
 TU2565  STATE/COUNTY-  HI/HAWAII
 TU2565  USGS QUAD   -  KEALAKEKUA (1996)
 TU2565
 TU2565                         *CURRENT SURVEY CONTROL
 TU2565  ___________________________________________________________________
 TU2565* NAD 83(1993)-  19 30 23.04959(N)    155 55 04.13457(W)     ADJUSTED  
 TU2565* LOCAL TIDAL -       475.     (meters)    1558.     (feet)  VERT ANG  
 TU2565  ___________________________________________________________________
 TU2565  EPOCH DATE  -        1993.62
 TU2565  LAPLACE CORR-          24.83  (seconds)                    DEFLEC99
 TU2565  GEOID HEIGHT-          20.66  (meters)                     GEOID03
 TU2565
 TU2565  HORZ ORDER  -  THIRD
 TU2565
 TU2565.The horizontal coordinates were established by classical geodetic methods
 TU2565.and adjusted by the National Geodetic Survey in December 1998..
 TU2565.The horizontal coordinates are valid at the epoch date displayed above.
 TU2565.The epoch date for horizontal control is a decimal equivalence
 TU2565.of Year/Month/Day.
 TU2565
 TU2565.The orthometric height was determined by vertical angle observations.
 TU2565.No vertical observational check was made to the station.
 TU2565
 TU2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2565
 TU2565.The geoid height was determined by GEOID03.
 TU2565
 TU2565;                    North         East     Units Scale Factor Converg.
 TU2565;SPC HI 1     -    74,555.728   456,143.351   MT  0.99999043   -0 08 22.3
 TU2565;UTM  05      - 2,159,466.858   193,737.642   MT  1.00075957   -0 58 30.2
 TU2565;UTM  04      - 2,159,769.000   823,527.756   MT  1.00089402   +1 01 48.3
 TU2565
 TU2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2565!SPC HI 1     -   0.99992209  x   0.99999043  =   0.99991252
 TU2565!UTM  05      -   0.99992209  x   1.00075957  =   1.00068160
 TU2565!UTM  04      -   0.99992209  x   1.00089402  =   1.00081604
 TU2565
 TU2565:                Primary Azimuth Mark                     Grid Az
 TU2565:SPC HI 1     -  PUU OHAU RESET                           278 56 58.5
 TU2565:UTM  05      -  PUU OHAU RESET                           279 47 06.4
 TU2565:UTM  04      -  PUU OHAU RESET                           277 46 47.9
 TU2565
 TU2565|---------------------------------------------------------------------|
 TU2565| PID    Reference Object                     Distance      Geod. Az  |
 TU2565|                                                           dddmmss.s |
 TU2565| TU2578 PUU OHAU RESET                      APPROX. 3.7 KM 2784836.2 |
 TU2565|---------------------------------------------------------------------|
 TU2565
 TU2565                          SUPERSEDED SURVEY CONTROL
 TU2565
 TU2565  NAD 83(1986)-  19 30 23.04866(N)    155 55 04.16355(W) AD(       ) 3
 TU2565  OLD HI      -  19 30 34.64000(N)    155 55 13.65800(W) AD(       ) 3
 TU2565
 TU2565.Superseded values are not recommended for survey control.
 TU2565.NGS no longer adjusts projects to the OLD HI datum.
 TU2565.See file dsdata.txt to determine how the superseded data were derived.
 TU2565
 TU2565_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9373859467(NAD 83)
 TU2565
 TU2565  HISTORY     - Date     Condition        Report By
 TU2565  HISTORY     - UNK      MONUMENTED
 TU2565  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2565
 TU2565                          STATION DESCRIPTION
 TU2565
 TU2565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2565'THIS STATION SHOULD BE DECLARED LOST UNLESS THE OCCASION ARISES
 TU2565'IN WHICH IT NEEDS TO BE RECOVERED AT CONSIDERABLE COST.  IT WOULD
 TU2565'THEN BE NECESSARY TO RUN AN ACCURATE TRAVERSE SOME DISTANCE OR
 TU2565'CUT IN AN OBJECT IN THE IMMEDIATE VICINITY.
 TU2565'
 TU2565'AT PRESENT THERE ARE NO OBJECTS IN THE IMMEDIATE VICINITY FROM
 TU2565'WHICH A CLOSE SEARCH CAN BE STARTED.  THE ORIGINAL MARK WAS A
 TU2565'BURIED COPPER TRIANGLE WITH STONE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2639 ***********************************************************************
 TU2639  DESIGNATION -  OOKALA STACK
 TU2639  PID         -  TU2639
 TU2639  STATE/COUNTY-  HI/HAWAII
 TU2639  USGS QUAD   -  KUKAIAU (1982)
 TU2639
 TU2639                         *CURRENT SURVEY CONTROL
 TU2639  ___________________________________________________________________
 TU2639* NAD 83(1993)-  20 01 00.80603(N)    155 17 01.97418(W)     ADJUSTED  
 TU2639* LOCAL TIDAL -                                                        
 TU2639  ___________________________________________________________________
 TU2639  EPOCH DATE  -        1993.62
 TU2639  LAPLACE CORR-         -17.14  (seconds)                    DEFLEC99
 TU2639  GEOID HEIGHT-          18.73  (meters)                     GEOID03
 TU2639
 TU2639  HORZ ORDER  -  THIRD
 TU2639
 TU2639.The horizontal coordinates were established by classical geodetic methods
 TU2639.and adjusted by the National Geodetic Survey in December 1998..
 TU2639.The horizontal coordinates are valid at the epoch date displayed above.
 TU2639.The epoch date for horizontal control is a decimal equivalence
 TU2639.of Year/Month/Day.
 TU2639
 TU2639
 TU2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2639
 TU2639.The geoid height was determined by GEOID03.
 TU2639
 TU2639;                    North         East     Units Scale Factor Converg.
 TU2639;SPC HI 1     -   131,026.739   522,613.023   MT  0.99997298   +0 04 26.3
 TU2639;UTM  05      - 2,214,981.047   261,070.747   MT  1.00030564   -0 46 55.7
 TU2639
 TU2639                          SUPERSEDED SURVEY CONTROL
 TU2639
 TU2639  NAD 83(1986)-  20 01 00.78784(N)    155 17 01.97305(W) AD(       ) 4
 TU2639  OLD HI      -  20 01 11.97000(N)    155 17 10.60900(W) AD(       ) 3
 TU2639
 TU2639.Superseded values are not recommended for survey control.
 TU2639.NGS no longer adjusts projects to the OLD HI datum.
 TU2639.See file dsdata.txt to determine how the superseded data were derived.
 TU2639
 TU2639_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6107114981(NAD 83)
 TU2639
 TU2639  HISTORY     - Date     Condition        Report By
 TU2639  HISTORY     - UNK      MONUMENTED
 TU2639  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2639
 TU2639                          STATION DESCRIPTION
 TU2639
 TU2639'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2639'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER IT IS TO BE
 TU2639'REMOVED SOON, AS THE OOKALA SUGAR MILL HAS BEEN ENLARGED, AND A
 TU2639'SLIGHTLY SHORTER STACK HAS BEEN BUILT AT THE NEW PLANT A SHORT
 TU2639'DISTANCE NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0683 ***********************************************************************
 TU0683  DESIGNATION -  OOMANO
 TU0683  PID         -  TU0683
 TU0683  STATE/COUNTY-  HI/KAUAI
 TU0683  USGS QUAD   -  KEKAHA (1983)
 TU0683
 TU0683                         *CURRENT SURVEY CONTROL
 TU0683  ___________________________________________________________________
 TU0683* NAD 83(1993)-  21 57 38.25228(N)    159 42 17.68536(W)     ADJUSTED  
 TU0683* LOCAL TIDAL -         3.229  (meters)      10.59   (feet)  ADJ UNCH  
 TU0683  ___________________________________________________________________
 TU0683  EPOCH DATE  -        1993.62
 TU0683  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 TU0683  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU0683
 TU0683  HORZ ORDER  -  SECOND
 TU0683  VERT ORDER  -  SECOND    CLASS 0
 TU0683
 TU0683.The horizontal coordinates were established by classical geodetic methods
 TU0683.and adjusted by the National Geodetic Survey in December 1998..
 TU0683.The horizontal coordinates are valid at the epoch date displayed above.
 TU0683.The epoch date for horizontal control is a decimal equivalence
 TU0683.of Year/Month/Day.
 TU0683
 TU0683.The orthometric height was key entered from printed documents
 TU0683.and not key verified.
 TU0683
 TU0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0683
 TU0683.The geoid height was determined by GEOID03.
 TU0683
 TU0683;                    North         East     Units Scale Factor Converg.
 TU0683;SPC HI 4     -    14,108.948   478,834.627   MT  0.99999553   -0 04 35.9
 TU0683;UTM  04      - 2,428,636.219   427,216.926   MT  0.99966545   -0 15 49.1
 TU0683
 TU0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0683!SPC HI 4     -   0.99999696  x   0.99999553  =   0.99999249
 TU0683!UTM  04      -   0.99999696  x   0.99966545  =   0.99966241
 TU0683
 TU0683:                Primary Azimuth Mark                     Grid Az
 TU0683:SPC HI 4     -  MAKEWELI MILL CHIMNEY                    121 51 56.5
 TU0683:UTM  04      -  MAKEWELI MILL CHIMNEY                    122 03 09.7
 TU0683
 TU0683|---------------------------------------------------------------------|
 TU0683| PID    Reference Object                     Distance      Geod. Az  |
 TU0683|                                                           dddmmss.s |
 TU0683| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 9.1 KM 1214720.6 |
 TU0683| CJ8891 OOMANO RM 1                          11.142 METERS 29821     |
 TU0683| TU1851 KEKAHA MILL CHIMNEY                 APPROX. 1.0 KM 3241604.1 |
 TU0683| TU1996 OPAE RESET                          APPROX. 8.4 KM 3583927.8 |
 TU0683|---------------------------------------------------------------------|
 TU0683
 TU0683                          SUPERSEDED SURVEY CONTROL
 TU0683
 TU0683  NAD 83(1986)-  21 57 38.21596(N)    159 42 17.70921(W) AD(       ) 2
 TU0683  OLD HI      -  21 57 49.49600(N)    159 42 27.74300(W) AD(       ) 2
 TU0683
 TU0683.Superseded values are not recommended for survey control.
 TU0683.NGS no longer adjusts projects to the OLD HI datum.
 TU0683.See file dsdata.txt to determine how the superseded data were derived.
 TU0683
 TU0683_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2721728636(NAD 83)
 TU0683_MARKER: DS = TRIANGULATION STATION DISK
 TU0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0683_SP_SET: SLAB
 TU0683_STAMPING: OOMANO 1927
 TU0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0683
 TU0683  HISTORY     - Date     Condition        Report By
 TU0683  HISTORY     - 1927     MONUMENTED       CGS
 TU0683  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU0683  HISTORY     - 1964     GOOD             NGS
 TU0683  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU0683  HISTORY     - 1966     GOOD             NGS
 TU0683  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU0683  HISTORY     - 1981     GOOD             USGS
 TU0683  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU0683  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU0683  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU0683
 TU0683                          STATION DESCRIPTION
 TU0683
 TU0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU0683'ON SOUTHWEST COAST OF KAUAI, IN THE BEACH SETTLEMENT OF
 TU0683'KEKAHA.  REACHED BY TAKING THE MACADAM ROAD TO THE BEACH WHICH
 TU0683'BRANCHES OFF FROM THE MAIN HIGHWAY ABOUT 1/2 MILE EAST OF THE
 TU0683'CENTER OF KEKAHA VILLAGE.  WHEN THE BEACH IS REACHED GO EAST
 TU0683'ALONG THE BEACH ABOUT 140 METERS TO THE STATION.  STATION IS
 TU0683'10.45 METERS FROM MEAN HIGH-WATER MARK, IS IN A PILE OF
 TU0683'LIMESTONE ROCK AND CONCRETE WHICH PROTRUDES 1/2 FOOT ABOVE THE
 TU0683'SANDY SOIL, AND IS MARKED ACCORDING TO NOTE 1C, A STANDARD DISK
 TU0683'IN IRREGULAR MASS OF CONCRETE.  REFERENCE MARK NOTE 12C, A
 TU0683'STANDARD REFERENCE DISK IN BOWLDER, IS 11.142 METERS (36.56
 TU0683'FEET) FROM STATION IN AZIMUTH 118 DEG 22 MIN.
 TU0683
 TU0683                          STATION RECOVERY (1932)
 TU0683
 TU0683'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1932
 TU0683'SEE PREVIOUS DESCRIPTION FOR METHOD OF ARRIVING AT
 TU0683'STATION.  ERECTED A TYPE B STATION OVER THE MONUMENT IN APRIL
 TU0683'1932.  TOP OF A 2-1/2-IN. PIPE IS 31 IN. ABOVE THE ELEVATION
 TU0683'OF THE ORIGINAL BRONZE DISK.
 TU0683
 TU0683                          STATION RECOVERY (1964)
 TU0683
 TU0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 TU0683'0.9 MI E FROM KEKAHA.
 TU0683'0.9 MILE EAST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0683'HIGHWAYS 50 AND 55 IN KEKAHA, 53 FEET SOUTH OF THE PAINTED CENTERLINE
 TU0683'OF STATE HIGHWAY 50, 31 FEET NORTH OF THE HIGH TIDE MARK AND RECESSED
 TU0683'IN A CONCRETE SLAB UNDER A TRUNCATED CONCRETE PYRAMID THAT IS 2 FEET
 TU0683'HIGH.  THE ROD WAS HELD ON THE TOP OF THE PIPE IN THE CONCRETE
 TU0683'PYRAMID.
 TU0683
 TU0683                          STATION RECOVERY (1965)
 TU0683
 TU0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU0683'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 TU0683'MARK WAS SEARCHED FOR BY DISTANCE AND ANGLE BUT WAS NOT FOUND.  A
 TU0683'COMPLETE DESCRIPTION FOLLOWS--
 TU0683'
 TU0683'STATION IS LOCATED ALONG THE SOUTHWEST COAST OF KAUAI, AT THE
 TU0683'SOUTHERNMOST POINT OF THE JOG IN STATE HIGHWAY 50 AT THE SOUTHEAST
 TU0683'END OF KEKAHA VILLAGE, IN THE SANDY STRIP BETWEEN SEA AND HIGHWAY.
 TU0683'
 TU0683'TO REACH STATION FROM THE POST OFFICE IN KEKAHA, GO SOUTHWEST
 TU0683'ON KALA ROAD FOR 0.2 MILE.  TURN LEFT AND GO SOUTHEAST ON STATE
 TU0683'HIGHWAY 50 FOR 0.85 MILE TO STATION ON RIGHT.
 TU0683'
 TU0683'STATION MARK IS A STANDARD DISK STAMPED OOMANO 1927, SET IN
 TU0683'CONCRETE 6 INCHES BENEATH THE SURFACE OF THE 6 X 6-FOOT, CONCRETE
 TU0683'PLATFORM, WHICH IS FLUSH WITH GROUND, OF THE TYPE B-1 SIGNAL
 TU0683'BUILT BY THE HAWAII TERRITORIAL SURVEY IN 1930.  IT IS 37 FEET
 TU0683'NORTH OF TOP OF SAND BEACH, 57 FEET SOUTH OF CENTER LINE OF
 TU0683'HIGHWAY, AND ACROSS HIGHWAY FROM THE EAST TREE OF A ROW OF 4
 TU0683'COCONUT PALMS.
 TU0683'
 TU0683'NOTE--ALL OLD LINES ARE BLOCKED BY TREES.
 TU0683
 TU0683                          STATION RECOVERY (1966)
 TU0683
 TU0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0683'RECOVERED IN GOOD CONDITION.
 TU0683
 TU0683                          STATION RECOVERY (1967)
 TU0683
 TU0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0683'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BECAUSE
 TU0683'MOST OF THE LINES WERE OBSTRUCTED, REFERENCE MARK NO. 1 WAS
 TU0683'ESTABLISHED AND OCCUPIED.  FOLLOWING IS A NEW DESCRIPTION.
 TU0683'
 TU0683'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND
 TU0683'55 IN KEKAHA, GO EAST ON STATE HIGHWAY 50 FOR 0.9 MILE TO THE
 TU0683'STATION ON THE RIGHT.
 TU0683'
 TU0683'THE STATION MARK, IS A STANDARD DISK STAMPED OOMANO 1927, SET
 TU0683'UNDER A TYPE B HAWAIIAN TERRITORIAL SURVEY MONUMENT.  IT IS 57.5
 TU0683'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 50 AND 38 FEET NORTH OF
 TU0683'THE HIGH TIDE MARK OF THE BEACH.
 TU0683
 TU0683                          STATION RECOVERY (1981)
 TU0683
 TU0683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0683'RECOVERED IN GOOD CONDITION.
 TU0683
 TU0683                          STATION RECOVERY (1983)
 TU0683
 TU0683'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0683'(OOMANO 1927) MARK NOT FOUND - EXTENSIVE BEACH AND ROAD DAMAGE IN
 TU0683'AREA.  NOTE--PER KEHAKA SUGAR MILL THIS MARK HAS NOT PROVED
 TU0683'RELIABLE (INFO FROM KAUAI CO. SURVEYOR.)
 TU0683
 TU0683                          STATION RECOVERY (1998)
 TU0683
 TU0683'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0683'MARK NOT FOUND.
 TU0683
 TU0683                          STATION RECOVERY (2005)
 TU0683
 TU0683'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1857 ***********************************************************************
 TU1857  DESIGNATION -  OOMANO 1967 RM 1
 TU1857  PID         -  TU1857
 TU1857  STATE/COUNTY-  HI/KAUAI
 TU1857  USGS QUAD   -  KEKAHA (1983)
 TU1857
 TU1857                         *CURRENT SURVEY CONTROL
 TU1857  ___________________________________________________________________
 TU1857* NAD 83(1993)-  21 57 38.08015(N)    159 42 17.44798(W)     ADJUSTED  
 TU1857* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1857  ___________________________________________________________________
 TU1857  EPOCH DATE  -        1993.62
 TU1857  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 TU1857  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU1857
 TU1857  HORZ ORDER  -  SECOND
 TU1857
 TU1857.The horizontal coordinates were established by classical geodetic methods
 TU1857.and adjusted by the National Geodetic Survey in December 1998..
 TU1857.The horizontal coordinates are valid at the epoch date displayed above.
 TU1857.The epoch date for horizontal control is a decimal equivalence
 TU1857.of Year/Month/Day.
 TU1857
 TU1857.The orthometric height was scaled from a topographic map.
 TU1857
 TU1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1857
 TU1857.The geoid height was determined by GEOID03.
 TU1857
 TU1857;                    North         East     Units Scale Factor Converg.
 TU1857;SPC HI 4     -    14,103.644   478,841.431   MT  0.99999553   -0 04 35.8
 TU1857;UTM  04      - 2,428,630.896   427,223.710   MT  0.99966544   -0 15 49.0
 TU1857
 TU1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1857!SPC HI 4     -   0.99999700  x   0.99999553  =   0.99999253
 TU1857!UTM  04      -   0.99999700  x   0.99966544  =   0.99966244
 TU1857
 TU1857                          SUPERSEDED SURVEY CONTROL
 TU1857
 TU1857  NAD 83(1986)-  21 57 38.04388(N)    159 42 17.47191(W) AD(       ) 2
 TU1857  OLD HI      -  21 57 49.32390(N)    159 42 27.50560(W) AD(       ) 2
 TU1857
 TU1857.Superseded values are not recommended for survey control.
 TU1857.NGS no longer adjusts projects to the OLD HI datum.
 TU1857.See file dsdata.txt to determine how the superseded data were derived.
 TU1857
 TU1857_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2722428631(NAD 83)
 TU1857_MARKER: Z = SEE DESCRIPTION
 TU1857_SETTING: 0 = UNSPECIFIED SETTING
 TU1857
 TU1857  HISTORY     - Date     Condition        Report By
 TU1857  HISTORY     - 1967     MONUMENTED       CGS
 TU1857  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 TU1857  HISTORY     - 19970108 MARK NOT FOUND   USPSQD
 TU1857  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1857  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1857
 TU1857                          STATION DESCRIPTION
 TU1857
 TU1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1857'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF KEKAHA, IN A
 TU1857'GRASSY AREA BETWEEN STATE HIGHWAY 50 AND THE BEACH.
 TU1857'
 TU1857'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 50 AND 55
 TU1857'IN KEKAHA, GO EAST ON STATE HIGHWAY 50 FOR 0.9 MILE TO THE
 TU1857'STATION ON THE RIGHT AS DESCRIBED.
 TU1857'
 TU1857'THE STATION MARK, IS A STANDARD REFERENCE MARK DISK STAMPED
 TU1857'OOMANO NO 1 1927 1967, CEMENTED IN THE TOP OF A 4-INCH
 TU1857'GALVANIZED PIPE WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF
 TU1857'THE GROUND.  IT IS 72 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 TU1857'50 AND 26 FEET NORTH OF THE HIGH TIDE MARK OF THE BEACH.
 TU1857'
 TU1857'OOMANO 1927, IS A STANDARD STATION MARK DISK STAMPED OOMANO
 TU1857'1927, SET UNDER A TYPE B HAWAIIAN TERRITORIAL SURVEY
 TU1857'MONUMENT.  IT IS 57.5 FEET SOUTH OF THE CENTER OF STATE
 TU1857'HIGHWAY 50 AND 38 FEET NORTH OF THE HIGH TIDE MARK OF THE
 TU1857'BEACH.
 TU1857'
 TU1857'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU1857
 TU1857                          STATION RECOVERY (1984)
 TU1857
 TU1857'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1857'OOMANO RM 1 DESTROYED. B-1 PLATFORM FOUND AT DESCRIBED LOCATION
 TU1857'TIPPED 90 DEG BY HURRICANE EWA OF 1983.
 TU1857'
 TU1857'ROAD WAS DESTROYED AND IS NOW REBUILT.
 TU1857
 TU1857                          STATION RECOVERY (1997)
 TU1857
 TU1857'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1857'MARK NOT FOUND.
 TU1857
 TU1857                          STATION RECOVERY (1998)
 TU1857
 TU1857'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1857'MARK NOT FOUND.
 TU1857
 TU1857                          STATION RECOVERY (2005)
 TU1857
 TU1857'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1996 ***********************************************************************
 TU1996  DESIGNATION -  OPAE RESET
 TU1996  PID         -  TU1996
 TU1996  STATE/COUNTY-  HI/KAUAI
 TU1996  USGS QUAD   -  KEKAHA (1983)
 TU1996
 TU1996                         *CURRENT SURVEY CONTROL
 TU1996  ___________________________________________________________________
 TU1996* NAD 83(1993)-  22 02 11.34052(N)    159 42 24.54870(W)     ADJUSTED  
 TU1996* LOCAL TIDAL -       653.0    (meters)    2142.     (feet)  VERT ANG  
 TU1996  ___________________________________________________________________
 TU1996  EPOCH DATE  -        1993.62
 TU1996  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 TU1996  GEOID HEIGHT-          16.70  (meters)                     GEOID03
 TU1996
 TU1996  HORZ ORDER  -  SECOND
 TU1996
 TU1996.The horizontal coordinates were established by classical geodetic methods
 TU1996.and adjusted by the National Geodetic Survey in December 1998..
 TU1996.The horizontal coordinates are valid at the epoch date displayed above.
 TU1996.The epoch date for horizontal control is a decimal equivalence
 TU1996.of Year/Month/Day.
 TU1996
 TU1996.The orthometric height was determined by vertical angle observations.
 TU1996
 TU1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1996
 TU1996.The geoid height was determined by GEOID03.
 TU1996
 TU1996;                    North         East     Units Scale Factor Converg.
 TU1996;SPC HI 4     -    22,508.926   478,649.064   MT  0.99999563   -0 04 39.4
 TU1996;UTM  04      - 2,437,033.988   427,058.875   MT  0.99966574   -0 15 54.7
 TU1996
 TU1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1996!SPC HI 4     -   0.99989476  x   0.99999563  =   0.99989039
 TU1996!UTM  04      -   0.99989476  x   0.99966574  =   0.99956053
 TU1996
 TU1996|---------------------------------------------------------------------|
 TU1996| PID    Reference Object                     Distance      Geod. Az  |
 TU1996|                                                           dddmmss.s |
 TU1996| CJ8894 OPAE RM 3                             3.436 METERS 07855     |
 TU1996| TU1827 MAKEWELI MILL CHIMNEY               APPROX.15.4 KM 1485752.3 |
 TU1996| CJ8893 OPAE RM 2                            11.009 METERS 17508     |
 TU1996| CJ8895 OPAE RM 4                            11.005 METERS 17508     |
 TU1996| TU1851 KEKAHA MILL CHIMNEY                 APPROX. 7.6 KM 1825411.4 |
 TU1996| TU1852 PALM                                APPROX. 7.4 KM 1944419.9 |
 TU1996| TU1860 BONE                                APPROX. 7.6 KM 1990912.0 |
 TU1996| TU1853 KAU                                 APPROX. 7.6 KM 2041200.0 |
 TU1996| TU1854 NAK                                 APPROX. 7.8 KM 2104601.4 |
 TU1996| TU1868 KEKAHA AR TRAINING STA RAD MST      APPROX. 7.9 KM 2221727.9 |
 TU1996| TU1863 ROPE                                APPROX. 8.2 KM 2234540.8 |
 TU1996| TU1865 KEN                                 APPROX. 7.9 KM 2305206.2 |
 TU1996| TU2030 RIC                                 APPROX. 7.7 KM 2374212.0 |
 TU1996| TU2032 AUG                                 APPROX. 7.6 KM 2425121.8 |
 TU1996| TU2034 WINDMILL                            APPROX. 7.9 KM 2491052.3 |
 TU1996| TU2041 NORTH HOUSE NORTHWEST GABLE         APPROX. 8.2 KM 2510755.0 |
 TU1996| CJ8892 OPAE RM 1                             6.257 METERS 25559     |
 TU1996| TU2054 POST 2                              APPROX. 8.4 KM 2572152.0 |
 TU1996| TU2053 BULL                                APPROX. 8.1 KM 2743316.1 |
 TU1996|---------------------------------------------------------------------|
 TU1996
 TU1996                          SUPERSEDED SURVEY CONTROL
 TU1996
 TU1996  NAD 83(1986)-  22 02 11.30605(N)    159 42 24.57204(W) AD(       ) 2
 TU1996  OLD HI      -  22 02 22.59300(N)    159 42 34.61600(W) AD(       ) 2
 TU1996
 TU1996.Superseded values are not recommended for survey control.
 TU1996.NGS no longer adjusts projects to the OLD HI datum.
 TU1996.See file dsdata.txt to determine how the superseded data were derived.
 TU1996
 TU1996_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2705937034(NAD 83)
 TU1996
 TU1996  HISTORY     - Date     Condition        Report By
 TU1996  HISTORY     - 1927     MONUMENTED       CGS
 TU1996  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1996  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1996  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1996  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1996  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1996  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU1996
 TU1996                          STATION DESCRIPTION
 TU1996
 TU1996'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1996'IN THE WESTERN UPLANDS OF KAUAI, ON PUU OPAE.  STATION MAY BE
 TU1996'REACHED BY TRAVELING KNUTZENS OLD WAGON ROAD, WHICH STARTS NEAR
 TU1996'A SHACK WEST OF THE KNUTZEN ESTATE AND GOES UP THE PULEHU RIDGE,
 TU1996'AND ENDS AT THE NEW PUU KA PELE MACADAM ROAD ABOUT 1 MILE SOUTH OF
 TU1996'PUU KA PELE.  WITH TRUCK IT IS BEST TO LEAVE THE TRUCK WHERE
 TU1996'THIS ROAD JOINS THE PUBLIC ROAD, 1 MILE SOUTH OF PUU KA PELE,
 TU1996'HIKE ALONG THE OLD ROAD TO OPAE, AND AFTERWARDS CONTINUE SOUTH
 TU1996'AND MEET THE TRUCK AT THE LOWER END OF THE ROAD NEAR
 TU1996'KNUTZENS.  STATION IS IDENTICAL WITH OLD GOVERNMENT SURVEY
 TU1996'STATION PUU OPAE, THE ORIGINAL MARK FOR WHICH WAS SAID TO BE A
 TU1996'3-INCH GALVANIZED IRON PIPE SET IN CEMENT AND SURROUNDED BY
 TU1996'A CAIRN OF STONES.  IN 1910 THE MARK AT CENTER WAS A SMALL
 TU1996'STONE WITH CROSS IN CENTER SET BETWEEN FOUR LARGER STONES WHICH
 TU1996'PROJECT 8 INCHES ABOVE THE SURFACE.  IN 1927 A STANDARD DISK
 TU1996'STATION MARK WAS SET DIRECTLY OVER THE CROSS IN THE CENTER
 TU1996'STONE AND THREE OF THE FOUR SURROUNDING STONES, BEING
 TU1996'RECOVERED, WERE CEMENTED INTO THE STATION.  IN 1927 STANDARD
 TU1996'REFERENCE DISKS WERE CEMENTED INTO THE CROSSES IN THE ROCKS
 TU1996'WHICH FORMED THE EARLIER REFERENCE MARKS.  THEY ARE AT
 TU1996'THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO.
 TU1996'1, 6.257 METERS (20.53 FEET), 75 DEG 59 MIN.  NO. 2, ON
 TU1996'OPPOSITE SIDE OF FENCE WHICH CROSSES HILL JUST SOUTH OF STATION,
 TU1996'11.036 METERS (36.21 FEET), 355 DEG 12 MIN.  NO. 3, 3.451
 TU1996'METERS (11.32 FEET), 258 DEG 55 MIN.
 TU1996
 TU1996                          STATION RECOVERY (1961)
 TU1996
 TU1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU1996'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND TO
 TU1996'BE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 TU1996'DESTROYED.  REFERENCE MARK 2 HAS BEEN DAMAGED, THE DISK HAS BEEN
 TU1996'BROKEN OUT AND WAS NOT FOUND, BUT THE ORIGINAL CROSS IN THE ROCK
 TU1996'WAS RECOVERED.  A NEW DESCRIPTION FOLLOWS--
 TU1996'
 TU1996'THE STATION IS LOCATED ON PUU OPAE MOUNTAIN.  IT IS 5 MILES, AIR
 TU1996'LINE, EAST OF THE WEST COAST OF KAUAI ISLAND, 4-3/4 MILES, AIR
 TU1996'LINE, NORTH OF KEKAHA, 4 MILES, AIR LINE, EAST OF MANA, AND 1-1/2
 TU1996'MILES, AIR LINE, NORTHWEST OF STATE HIGHWAY 55.
 TU1996'
 TU1996'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50
 TU1996'AND 55 IN KEKEHA, GO NORTHERLY ON STATE HIGHWAY 55 FOR 6.1 MILES
 TU1996'TO A DIRT ROAD LEFT.  TURN LEFT AND FOLLOW THE ROAD NORTHWESTERLY
 TU1996'FOR 3.1 MILES TO A REVERSE Y-FORK.  CONTINUE STRAIGHT AHEAD FOR
 TU1996'0.2 MILE TO A END FORK.  TURN LEFT AND GO ABOUT 150 FEET TO A
 TU1996'DIM TRACK ROAD RIGHT AND END OF 2-WHEEL DRIVE TRAVEL.  TURN
 TU1996'RIGHT AND GO UP THE MOUNTAIN ALONG THE TRACK ROAD FOR 0.3 MILE
 TU1996'TO THE END OF TRUCK TRAVEL.  PACK WESTERLY ALONG DIM TRAIL TO
 TU1996'HIGHEST POINT AND THE STATION.  A 10 MINUTE PACK.
 TU1996'
 TU1996'THE STATION MARK, A STANDARD DISK STAMPED OPAE 1927, IS SET IN
 TU1996'THE TOP OF A MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND.  THE
 TU1996'MARK IS SURROUNDED BY AN 8-FOOT SQUARE CONCRETE PLATFORM WHICH HAS
 TU1996'A 2-FOOT MONUMENT BUILT OVER THE MARK.  THE MONUMENT HAS A 2-INCH
 TU1996'OPENING DOWN THROUGH IT WHICH ALLOWS FOR OPTICAL PLUMB, BUT IS TO
 TU1996'SMALL TO BE PLUMBED WITH A PLUMBOB.  THERE IS A SLOT RUNNING
 TU1996'UNDER THE MONUMENT.
 TU1996'
 TU1996'REFERENCE MARK 2 IS A CHISLED CROSS IN THE TOP OF A 3-FOOT BOULDER.
 TU1996'
 TU1996'REFERENCE MARK 3, A STANDARD DISK STAMPED OPAE 3 1927, IS
 TU1996'CEMENTED IN THE TOP OF AN 8-INCH CONCRETE SLAB SECURED TO THE
 TU1996'TOP OF A BOULDER.  THE BOULDER PROJECTS 6 INCHES ABOVE THE GROUND.
 TU1996
 TU1996                          STATION RECOVERY (1964)
 TU1996
 TU1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1996'STATION MARK AND REFERENCE MARK NUMBER THREE WERE RECOVERED AND
 TU1996'FOUND IN GOOD CONDITION.  THE CHISELED CROSS MARKING REFERENCE
 TU1996'MARK NUMBER TWO WAS RECOVERED.  THE DISK IS GONE AND THE DRILL
 TU1996'HOLE HAS BEEN FILLED WITH CEMENT.  REFERENCE MARK NUMBER ONE HAS
 TU1996'BEEN DESTROYED, PROBABLY BY CONSTRUCTION, AS THERE ARE SOME OLD
 TU1996'CONCRETE FOUNDATIONS AND THE REMAINS OF A LARGE WOODEN TOWER AT
 TU1996'THE STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1996'
 TU1996'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES NORTH-NORTHWEST OF
 TU1996'WAIMEA VILLAGE AND 4 MILES DUE EAST OF OLD MANA VILLAGE, ON THE
 TU1996'SUMMIT OF A TIMBERED HILL OF 2147 FEET ELEVATION KNOWN AS PUU
 TU1996'OPAE.
 TU1996'
 TU1996'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 55
 TU1996'AT KEKAHA, GO NORTHERLY ON STATE HIGHWAY 55 FOR 6.0 MILES TO A
 TU1996'GRADED SIDE ROAD LEFT.  TURN LEFT, PASSING A HUNTER CHECKING
 TU1996'STATION, AND GO 3.0 MILES TO A REVERSE-Y.  CONTINUE AHEAD,
 TU1996'DOWNGRADE, FOR 0.2 MILE TO A FORK WITH WOODEN GATE ON RIGHT
 TU1996'FORK.  TAKE LEFT FORK FOR ABOUT 50 YARDS TO A DIM JEEP ROAD ON
 TU1996'THE RIGHT.  (4-WHEEL DRIVE VEHICLE IS NECESSARY).  GO UP THIS OLD
 TU1996'ROAD FOR 0.25 MILE TO END OF ROAD ON HILLSIDE.  PACK UP ALONG DIM
 TU1996'TRAIL ALONG LEFT SIDE OF RIDGE LINE AND ALONG FENCE LINE FOR
 TU1996'ABOUT 200 YARDS TO STATION.
 TU1996'
 TU1996'STATION MARK IS A STANDARD DISK STAMPED OPAE 1927, SET IN
 TU1996'CONCRETE.  THERE IS A TYPE B, HAWAII TERRITORY SURVEY SIGNAL
 TU1996'CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE CONCRETE PLATFORM
 TU1996'ABOUT 1 FOOT ABOVE GROUND AND A RED AND WHITE METAL TARGET
 TU1996'EXTENDING 8 FEET ABOVE THE FLOOR.  STATION MARK IS 15 FEET
 TU1996'NORTH OF A FENCE LINE.
 TU1996'
 TU1996'REFERENCE MARK NUMBER TWO IS A 4-INCH, CHISELED CROSS, WITH A
 TU1996'CEMENT FILLED DRILL HOLE AT ITS CENTER, IN THE TOP OF A 4-FOOT
 TU1996'BOULDER THAT PROJECTS 3 FEET ABOVE GROUND.  IT IS LOCATED IN
 TU1996'AN OPEN, GRAY DIRT AREA, 24 FEET SOUTH OF THE FENCE LINE AND
 TU1996'ABOUT 1-1/2 FEET LOWER THAN STATION.
 TU1996'
 TU1996'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED OPAE 3
 TU1996'1927, SET IN THE TOP OF A 12-INCH-DIAMETER MASS OF CONCRETE AND
 TU1996'SMALL STONES THAT IS SECURED TO THE TOP OF A 3-FOOT BOULDER
 TU1996'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS 12 FEET NORTH OF THE
 TU1996'FENCE LINE AND AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU1996
 TU1996                          STATION RECOVERY (1964)
 TU1996
 TU1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU1996'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED AND FOUND
 TU1996'TO BE IN GOOD CONDITION.  THE DRILL HOLE THAT WAS USED AS REFERENCE
 TU1996'MARK NO. 2 WAS RECOVERED AND A NEW REFERENCE DISK CEMENTED IN IT BY
 TU1996'THIS PARTY.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 TU1996'
 TU1996'THE STATION IS ABOUT 6 MILES NORTH-NORTHWEST OF WAIMEA AND 4 MILES
 TU1996'EAST OF MANA VILLAGE, ON THE TIMBERED SUMMIT OF A HILL OF 2147 FEET
 TU1996'ELEVATION KNOWN AS PUU OPAE.
 TU1996'
 TU1996'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 55
 TU1996'IN KEKAHA, GO NORTHERLY ON STATE HIGHWAY 55 FOR 6.0 MILES TO A
 TU1996'BLADED ROAD ON LEFT.  TURN LEFT, PASSING A HUNTER CHECKING STATION
 TU1996'AND GO 3.0 MILES TO A TRIANGULAR INTERSECTION WITH A ROAD ON THE
 TU1996'RIGHT.  CONTINUE STRAIGHT AHEAD AND GO DOWNGRADE FOR 0.2 MILE TO
 TU1996'A FORK.  TAKE THE LEFT FORK FOR ABOUT 50 YARDS TO A DIM TRACK
 TU1996'ROAD ON RIGHT.  TURN RIGHT AND GO UPHILL, THROUGH THICK BRUSH
 TU1996'FOR 0.25 MILE TO THE END OF THE ROAD ON THE HILLSIDE.  PACK UP
 TU1996'DIM TRAIL ALONG THE LEFT SIDE OF THE RIDGE, PARALLEL TO FENCE,
 TU1996'FOR ABOUT 200 YARDS TO THE STATION.
 TU1996'
 TU1996'THE STATION MARK IS A STANDARD DISK SET IN CONCRETE AND RECESSED IN
 TU1996'THE CENTER OF A 6-FOOT SQUARE CONCRETE SLAB.  THERE IS A TRUNCATED
 TU1996'PYRAMID 2 FEET HIGH OVER THE MARK, WITH A HOLE IN THE CENTER TO
 TU1996'SUPPORT AN 8-FOOT METAL TARGET.  THE MARK IS 22 FEET
 TU1996'EAST-NORTHEAST OF THE CONCRETE BASE OF AN OLD WOODEN TOWER, 15
 TU1996'FEET NORTH-NORTHWEST OF A FENCE AND 6 FEET SOUTHEAST OF A MASS OF
 TU1996'CONCRETE WITH AN INSCRIPTION IN IT REFERRING TO PEARL
 TU1996'HARBOR.  IT WAS NOT POSSIBLE TO ASCERTAIN THE STAMPING ON THE DISK.
 TU1996'
 TU1996'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED OPAE 3 1927, SET
 TU1996'IN THE TOP OF A MASS OF CONCRETE AND SMALL STONES ADHERING TO THE
 TU1996'TOP OF A BOULDER THAT PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF
 TU1996'THE SURFACE OF THE GROUND.  IT IS 11 FEET NORTH-NORTHWEST OF THE
 TU1996'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 TU1996'
 TU1996'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED OPAE NO 4 1964,
 TU1996'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS ABOUT
 TU1996'2 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS IN A GRAY, BARE
 TU1996'AREA, 22 FEET SOUTH-SOUTHEAST OF THE FENCE AND ABOUT THE SAME
 TU1996'ELEVATION AS THE STATION.
 TU1996'
 TU1996'A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THE STATION.
 TU1996'
 TU1996'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 TU1996
 TU1996                          STATION RECOVERY (1966)
 TU1996
 TU1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1996'STATION WAS RECOVERED AS DESCRIBED IN 1964 AND ALL MARKS FOUND
 TU1996'IN GOOD CONDITION.  DISTANCE AND ANGLE TO BOTH REFERENCE MARKS
 TU1996'WERE CHECKED AND COINCIDED VERY CLOSELY WITH THE 1964 MEASUREMENTS.
 TU1996
 TU1996                          STATION RECOVERY (1968)
 TU1996
 TU1996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU1996'THE STATION MARK, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4
 TU1996'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL
 TU1996'DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS WERE CHECKED AND
 TU1996'VERIFIED.  THE 1964 DESCRIPTION IS ADEQUATE WITH THE EXCEPTION
 TU1996'THAT THERE IS NOW A LOCKED GATE IN ROUTE TO THE STATION AND THE
 TU1996'KEY MAY BE OBTAINED FROM THE KEKAHA SUGAR COMPANY IN KEKAHA.
 TU1996'
 TU1996'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1996'4 MILES EAST OF MANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1496 ***********************************************************************
 TU1496  DESIGNATION -  OPANA
 TU1496  PID         -  TU1496
 TU1496  STATE/COUNTY-  HI/HONOLULU
 TU1496  USGS QUAD   -  KAHUKU (1983)
 TU1496
 TU1496                         *CURRENT SURVEY CONTROL
 TU1496  ___________________________________________________________________
 TU1496* NAD 83(1993)-  21 41 09.98033(N)    158 00 32.84657(W)     ADJUSTED  
 TU1496* LOCAL TIDAL -       162.6    (meters)     533.     (feet)  VERT ANG  
 TU1496  ___________________________________________________________________
 TU1496  EPOCH DATE  -        1993.62
 TU1496  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 TU1496  GEOID HEIGHT-          13.42  (meters)                     GEOID03
 TU1496
 TU1496  HORZ ORDER  -  FIRST
 TU1496
 TU1496.The horizontal coordinates were established by classical geodetic methods
 TU1496.and adjusted by the National Geodetic Survey in December 1998..
 TU1496.The horizontal coordinates are valid at the epoch date displayed above.
 TU1496.The epoch date for horizontal control is a decimal equivalence
 TU1496.of Year/Month/Day.
 TU1496
 TU1496.The orthometric height was determined by vertical angle observations.
 TU1496
 TU1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1496
 TU1496.The geoid height was determined by GEOID03.
 TU1496
 TU1496;                    North         East     Units Scale Factor Converg.
 TU1496;SPC HI 3     -    57,513.097   499,055.781   MT  0.99999001   -0 00 12.1
 TU1496;UTM  04      - 2,398,411.472   602,506.347   MT  0.99972983   +0 21 58.3
 TU1496
 TU1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1496!SPC HI 3     -   0.99997234  x   0.99999001  =   0.99996235
 TU1496!UTM  04      -   0.99997234  x   0.99972983  =   0.99970217
 TU1496
 TU1496:                Primary Azimuth Mark                     Grid Az
 TU1496:SPC HI 3     -  KAHUKU NEW 2                             054 17 09.6
 TU1496:UTM  04      -  KAHUKU NEW 2                             053 54 59.2
 TU1496
 TU1496|---------------------------------------------------------------------|
 TU1496| PID    Reference Object                     Distance      Geod. Az  |
 TU1496|                                                           dddmmss.s |
 TU1496| TU1490 KAHUKU NEW 2                        APPROX. 4.5 KM 0541657.5 |
 TU1496| TU1483 RADIO CORP POWER PLANT CHIMNEY      APPROX. 4.4 KM 0592738.4 |
 TU1496| CJ8896 OPANA RM 1                           34.744 METERS 07213     |
 TU1496| TU1493 KAHUKU RADAR DOME                   APPROX. 2.6 KM 1600643.6 |
 TU1496| CJ8897 OPANA RM 2                           50.775 METERS 18239     |
 TU1496| TU1497 KAHUKU WATER TANK                    50.150 METERS 25751     |
 TU1496|---------------------------------------------------------------------|
 TU1496
 TU1496                          SUPERSEDED SURVEY CONTROL
 TU1496
 TU1496  NAD 83(1986)-  21 41 09.93166(N)    158 00 32.85753(W) AD(       ) 1
 TU1496  OLD HI      -  21 41 21.38174(N)    158 00 42.76901(W) AD(       ) 1
 TU1496
 TU1496.Superseded values are not recommended for survey control.
 TU1496.NGS no longer adjusts projects to the OLD HI datum.
 TU1496.See file dsdata.txt to determine how the superseded data were derived.
 TU1496
 TU1496_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0250698411(NAD 83)
 TU1496_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1496_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1496_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1496
 TU1496  HISTORY     - Date     Condition        Report By
 TU1496  HISTORY     - 1927     MONUMENTED       CGS
 TU1496  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1496  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1496
 TU1496                          STATION DESCRIPTION
 TU1496
 TU1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1496'IN NORTHERN PART OF OAHU, IN OPANA DISTRICT, ABOUT 1 MILE EAST OF
 TU1496'WAIALEE INDUSTRIAL SCHOOL, NEAR EDGE OF BLUFF BEHIND THE SCHOOL
 TU1496'ON HIGHEST PART OF OPANA RIDGE.  THE UNITED STATES ENGINEERS
 TU1496'MARK WAS RECOVERED.  IT WAS A BRASS PLATE CEMENTED IN A 5-INCH
 TU1496'PIPE.  THE PLATE WAS REPLACED WITH A STANDARD DISK STATION MARK,
 TU1496'NOTE 6A.  REFERENCE MARKS WERE SET AS FOLLOWS--NO. 1 NOTE 12D,
 TU1496'A STANDARD REFERENCE DISK IN CONCRETE IN BOWLDER, 34.815 METERS
 TU1496'(114.22 FEET), FROM STATION IN AZIMUTH 252 DEG 25 MIN.  NO. 2,
 TU1496'NOTE 12C, STANDARD REFERENCE DISK IN BOWLDER, 50.790 METERS
 TU1496'(166.63 FEET) FROM STATION IN AZIMUTH 2 DEG 39 MIN.
 TU1496'RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1496
 TU1496                          STATION RECOVERY (1964)
 TU1496
 TU1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1496'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1496'COMPLETE DESCRIPTION FOLLOWS--
 TU1496'
 TU1496'STATION IS LOCATED ABOUT 4 MILES WEST OF KAHUKU, 2-1/2 MILES
 TU1496'SOUTHWEST OF THE NORTHERNMOST TIP OF OAHU, AND 3/4 MILE SOUTH OF
 TU1496'KAWALA BAY, AT ABOUT 552 FEET ELEVATION ON RIDGE AT EAST SIDE OF A
 TU1496'RADAR INSTALLATION.
 TU1496'
 TU1496'TO REACH STATION FROM THE KAHUKU PLANTATION COMPANY OFFICE IN
 TU1496'KAHUKU, GO NORTHWEST ON STATE HIGHWAY 83 FOR 4.2 MILES TO
 TU1496'CROSSROAD AT HANOPU ST.  TURN LEFT AND FOLLOW HARD-SURFACED ROAD
 TU1496'THROUGH CANE FIELD FOR 0.45 MILE TO CATTLEGUARD AT END OF
 TU1496'FIELD.  CROSS CATTLEGUARD AND FOLLOW HARD-SURFACED ROAD UPGRADE
 TU1496'FOR 0.9 MILE TO FORK AT TOP OF RIDGE.  GO RIGHT, ON THE
 TU1496'HARD-SURFACED ROAD, FOR 0.1 MILE TO STATION.
 TU1496'
 TU1496'STATION MARK IS A STANDARD DISK STAMPED OPANA 1927, SET IN
 TU1496'CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS 2
 TU1496'INCHES ABOVE GROUND.  IT IS LOCATED ON THE TOP OF A LARGE
 TU1496'CONCRETE SLAB THAT IS FLUSH WITH THE GROUND AND IS THE TOP OF
 TU1496'AN UNDERGROUND RESERVOIR.  THE MARK IS 88 FEET NORTH OF NORTH
 TU1496'EDGE OF ROAD, 52 FEET EAST OF WIRE-MESH FENCE, 13.3 FEET
 TU1496'SOUTHWEST OF NORTHEAST CORNER OF THE CONCRETE SLAB, AND 8.4 FEET
 TU1496'EAST-NORTHEAST OF THE APEX OF THE CONCRETE, PYRAMIDAL
 TU1496'TOP OF AN ENTRANCE INTO THE RESERVOIR.  A TYPE A SIGNAL BUILT
 TU1496'BY THE HAWAII TERRITORIAL SURVEY IS CENTERED OVER THE MARK.  THE
 TU1496'CONCRETE PLATFORM IS 3-1/2 FEET ABOVE GROUND AND A RED AND
 TU1496'WHITE METAL TARGET EXTENDS 8 FEET ABOVE THE PLATFORM.
 TU1496'
 TU1496'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED OPANA NO 1
 TU1496'CEMENTED IN A DRILL HOLE IN THE TOP OF A12-FOOT-DIAMETER
 TU1496'BOULDER THAT PROJECTS 6 FEET ABOVE GROUND.  IT IS LOCATED IN
 TU1496'BRUSH IN THE HEAD OF A DRAW.  THE MARK IS 15.7 FEET LOWER THAN
 TU1496'STATION MARK.
 TU1496'
 TU1496'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OPANA NO
 TU1496'2, CEMENTED IN A DRILL HOLE IN A 4 X 6-FOOT, RIBBED, LAVA BEDROCK
 TU1496'OUTCROP THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS AT THE NORTH
 TU1496'SIDE OF A TREE ROW.  67 FEET SOUTH OF SOUTH EDGE OF ROAD, 39
 TU1496'FEET EAST OF WIRE-MESH FENCE, AND 8.4 FEET LOWER THAN STATION
 TU1496'MARK.
 TU1496
 TU1496                          STATION RECOVERY (1969)
 TU1496
 TU1496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1496'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 TU1496'IN THE 1964 DATA AND FOUND TO BE IN GOOD CONDITION.  A SLIGHT
 TU1496'DIFFERENCE WAS FOUND IN THE MEASUREMENTS FROM THE STATION TO BOTH
 TU1496'REFERENCE MARKS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 TU1496'
 TU1496'THE STATION IS LOCATED ABOUT 4 MILES WEST OF KAHUKU, 2-1/2 MILES
 TU1496'SOUTHWEST OF THE NORTHERN-MOST POINT OF THE ISLAND AND ON THE
 TU1496'SAME RIDGE AS THE KAHUKU WATER TANK.
 TU1496'
 TU1496'TO REACH THE STATION FROM THE KAHUKU SUGAR PLANTATION OFFICE IN
 TU1496'KAHUKU, GO NORTHWEST ON STATE HIGHWAY 83 FOR 4.2 MILES TO A
 TU1496'CROSSROAD AND SIGN UNITED STATES ARMY TRAINING AREA--KAHUKU
 TU1496'B.  TURN LEFT, SOUTHERLY, ON SURFACED ROAD FOR 1.4 MILES TO A
 TU1496'TRACK ROAD ON THE RIGHT.  (THIS IS ABOUT 0.05 MILE BEFORE
 TU1496'REACHING THE ENCLOSED AREA WHERE THE KAHUKU WATER TANK IS
 TU1496'LOCATED.) TURN RIGHT FOR 0.05 MILE TO THE STATION ON THE LEFT.
 TU1496'
 TU1496'THE STATION MARK IS A STANDARD DISK, STAMPED OPANA 1927, SET IN
 TU1496'A CONCRETE FILLED 5-INCH PIPE WHICH PROJECTS FROM THE TOP OF
 TU1496'THE CONCRETE TOP OF A LARGE RESERVOIR.  THERE IS A ROCK AND
 TU1496'CONCRETE MONUMENT WHICH IS ABOUT 3-1/2 FEET TALL AND 5 FEET
 TU1496'SQUARE OVER THE MARK.  IT IS 93 FEET NORTH OF THE CENTER OF THE
 TU1496'SURFACED ROAD, 52 FEET EAST OF THE SECURITY FENCE ENCLOSING THE
 TU1496'WATER TANK, AND 8.5 FEET EAST-NORTHEAST OF THE RESERVOIR
 TU1496'CUPALO.
 TU1496'
 TU1496'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED OPANA NO 1, CEMENTED
 TU1496'IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH IS ABOUT 11
 TU1496'FEET ACROSS AND PROJECTS 5 FEET.  IT IS 50 FEET EAST OF THE CENTER
 TU1496'OF THE TRACK ROAD AND ABOUT 16 FEET LOWER THAN THE STATION.
 TU1496'
 TU1496'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED OPANA NO 2, CEMENTED
 TU1496'IN A DRILL HOLE IN A 5 BY 6 FOOT ROCK OUTCROP WHICH PROJECTS 1
 TU1496'FOOT.  IT IS 73.5 FEET SOUTH OF THE CENTER OF THE SURFACED ROAD,
 TU1496'39 FEET EAST OF THE SECURITY FENCE AND ABOUT 8 FEET LOWER THAN
 TU1496'THE STATION.
 TU1496'
 TU1496'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS BECAUSE OF
 TU1496'THICK BRUSH.
 TU1496'
 TU1496'THE DISTANCE TO THE WATER TANK COULD NOT BE MEASURED DUE TO
 TU1496'THE SECURITY FENCE AROUND IT.
 TU1496'
 TU1496'HEIGHT OF LIGHT ABOVE STATION MARK 9 FEET.
 TU1496'
 TU1496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1496'4 MILES WEST OF KAHUKU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2644 ***********************************************************************
 TU2644  DESIGNATION -  OPIHILALA RESET
 TU2644  PID         -  TU2644
 TU2644  STATE/COUNTY-  HI/HAWAII
 TU2644  USGS QUAD   -  HONOKAA (1995)
 TU2644
 TU2644                         *CURRENT SURVEY CONTROL
 TU2644  ___________________________________________________________________
 TU2644* NAD 83(1993)-  20 02 29.82386(N)    155 22 26.00710(W)     ADJUSTED  
 TU2644* LOCAL TIDAL -       253.0    (meters)     830.     (feet)  VERT ANG  
 TU2644  ___________________________________________________________________
 TU2644  EPOCH DATE  -        1993.62
 TU2644  LAPLACE CORR-         -13.90  (seconds)                    DEFLEC99
 TU2644  GEOID HEIGHT-          19.89  (meters)                     GEOID03
 TU2644
 TU2644  HORZ ORDER  -  THIRD
 TU2644
 TU2644.The horizontal coordinates were established by classical geodetic methods
 TU2644.and adjusted by the National Geodetic Survey in December 1998..
 TU2644.The horizontal coordinates are valid at the epoch date displayed above.
 TU2644.The epoch date for horizontal control is a decimal equivalence
 TU2644.of Year/Month/Day.
 TU2644
 TU2644.The orthometric height was determined by vertical angle observations.
 TU2644
 TU2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2644
 TU2644.The geoid height was determined by GEOID03.
 TU2644
 TU2644;                    North         East     Units Scale Factor Converg.
 TU2644;SPC HI 1     -   133,754.438   513,193.051   MT  0.99996882   +0 02 35.6
 TU2644;UTM  05      - 2,217,850.318   251,689.204   MT  1.00036214   -0 48 50.2
 TU2644
 TU2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2644!SPC HI 1     -   0.99995711  x   0.99996882  =   0.99992593
 TU2644!UTM  05      -   0.99995711  x   1.00036214  =   1.00031923
 TU2644
 TU2644:                Primary Azimuth Mark                     Grid Az
 TU2644:SPC HI 1     -  KOHOLALELE RESET=1506                    145 23 06.5
 TU2644:UTM  05      -  KOHOLALELE RESET=1506                    146 14 32.3
 TU2644
 TU2644|---------------------------------------------------------------------|
 TU2644| PID    Reference Object                     Distance      Geod. Az  |
 TU2644|                                                           dddmmss.s |
 TU2644| TU2641 KOHOLALELE RESET=1506               APPROX. 3.0 KM 1452542.1 |
 TU2644| CN5973 OPIHILALA RM 2                       23.034 METERS 15052     |
 TU2644| CN5972 OPIHILALA RM 1                       14.650 METERS 24753     |
 TU2644|---------------------------------------------------------------------|
 TU2644
 TU2644                          SUPERSEDED SURVEY CONTROL
 TU2644
 TU2644  NAD 83(1986)-  20 02 29.80670(N)    155 22 26.00468(W) AD(       ) 3
 TU2644  OLD HI      -  20 02 40.82700(N)    155 22 35.99500(W) AD(       ) 3
 TU2644
 TU2644.Superseded values are not recommended for survey control.
 TU2644.NGS no longer adjusts projects to the OLD HI datum.
 TU2644.See file dsdata.txt to determine how the superseded data were derived.
 TU2644
 TU2644_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC5168917850(NAD 83)
 TU2644
 TU2644  HISTORY     - Date     Condition        Report By
 TU2644  HISTORY     - 1938     MONUMENTED       HITS
 TU2644  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2644  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2644  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2644  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2644
 TU2644                          STATION DESCRIPTION
 TU2644
 TU2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2644'LOCATION OF STATION--ON THE UPPER BANK OF THE GOVERNMENT MAIN
 TU2644'ROAD THRU PAAUILO VILLAGE.  THE STATION IS LOCATED NEAR THE
 TU2644'TOP OF THE LONG CONCRETE STAIRWAY LEADING TO THE JAPANESE SCHOOL
 TU2644'LOT.
 TU2644'
 TU2644'OLD STATION MARK FOUND-- 10 IN CYLINDRICAL CONCRETE MONUMENT
 TU2644'MARKED WITH TRIANGLE AND DRILL HOLE IN CENTER OF SAME.
 TU2644'
 TU2644'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2644'MONUMENT 7-1/2 IN ON EACH SIDE WITH 2-1/2 FT PIPE 2 FEET LONG
 TU2644'SET ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO
 TU2644'VIEW.  A STANDARD METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2644
 TU2644                          STATION RECOVERY (1948)
 TU2644
 TU2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2644'THIS STATION IS AN OLD HAWAIIAN GOVERNMENT STATION ESTABLISHED
 TU2644'IN 1881.  IT IS LOCATED IN PAAUILO VILLAGE, HAMAKUA, HAWAII ON
 TU2644'THE HIGH ROAD OUT DIRECTLY ABOVE THE MIDDLE OF THE BUSINESS
 TU2644'PART OF THE VILLAGE AND ABOUT 200 FEET EAST OF THE POSTOFFICE.  AT
 TU2644'THE TOP OF A LONG CONCRETE STAIRWAY UP THE ROADBANK SOUTHWEST AND
 TU2644'45 FEET DISTANT FROM THE STATION.
 TU2644'
 TU2644'THE STATION IS MARKED BY A CONCRETE MONUMENT 10 INCHES IN DIAMETER,
 TU2644'THE TOP OF WHICH IS MARKED WITH A TRIANGLE CUT, WITH A DRILL HOLE IN
 TU2644'THE CENTER.  SURROUNDING THE MARK IS A TRIANGULAR SLAB OF CONCRETE
 TU2644'6 FEET ON EACH SIDE, WITH A 2-1/2 INCH PIPE 2 FEET LONG SET ON
 TU2644'STEEL LEGS, CEMENTED IN PLACE OVER THE OLD MARK WHICH IS EXPOSED
 TU2644'TO VIEW.
 TU2644
 TU2644                          STATION RECOVERY (1966)
 TU2644
 TU2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2644'STATION AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  AN
 TU2644'ADDITIONAL REFERENCE MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 TU2644'FOLLOWS.
 TU2644'
 TU2644'STATION IS LOCATED IN PAAUILO VILLAGE, IN THE NORTHWEST CORNER
 TU2644'OF THE LAWN AT THE NORTH END OF THE CEMETERY AT THE HONGWANJI
 TU2644'BUDDHIST CHURCH, ON TOP OF THE HIGH CUTBANK ABOVE THE BUSINESS
 TU2644'SECTION OF TOWN, AND 45 FEET EAST OF THE TOP OF THE LONG CONCRETE
 TU2644'STAIRWAY COMING UP FROM THE STREET BELOW.
 TU2644'
 TU2644'TO REACH FROM THE POST OFFICE IN LAUPAHOEHOE, GO NORTHWEST 0.1
 TU2644'MILE.  TURN LEFT ONTO STATE HIGHWAY 19 AND CONTINUE NORTHWEST
 TU2644'FOR 11.2 MILES TO FORK IN PAAUILO VILLAGE.  TURN LEFT OFF HIGHWAY
 TU2644'AND GO NORTHWEST ON THE MAIN STREET FOR 0.1 MILE TO NARROW
 TU2644'MACADAM DRIVEWAY ON LEFT, JUST WEST OF THE SCHOOL DRIVEWAY.  TURN
 TU2644'LEFT AND FOLLOW DRIVEWAY UPGRADE FOR 0.05 MILE TO MACADAM
 TU2644'PARKING AREA.  CONTINUE AHEAD ACROSS NORTH EDGE OF LAWN FOR 100
 TU2644'FEET TO STATION.
 TU2644'
 TU2644'STATION IS MARKED BY A 1-INCH DRILL HOLE IN THE CENTER OF A
 TU2644'9-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 TU2644'CENTER OF A TRIANGULAR CONCRETE PLATFORM THAT IS 7 FEET ON EACH
 TU2644'SIDE AND FLUSH WITH GROUND.  A 2-1/2-INCH IRON PIPE, SUPPORTED
 TU2644'BY 3 IRON LEGS EMBEDDED IN THE CONCRETE PLATFORM, IN MOUNTED
 TU2644'VERTICALLY OVER THE MARK AND SUPPORTS A METAL TARGET.  STATION
 TU2644'IS 68 FEET NORTH OF AN IRON CEMETERY FENCE, 230 FEET NORTHWEST
 TU2644'OF CENTER OF CHURCH FRONT ENTRANCE, 7-1/2 FEET WEST-NORTHWEST
 TU2644'OF A LINE EXTENDED FROM THE SOUTHEAST SIDE OF THE HIGASHI
 TU2644'GIFT SHOP, AND ABOUT 350 FEET NORTH-NORTHWEST OF THE COUNTY
 TU2644'WATER TANK.
 TU2644'
 TU2644'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948,
 TU2644'CEMENTED IN A DRILL HOLE IN THE WEST END OF THE CONCRETE APPROACH AT
 TU2644'HEAD OF THE LONG STAIRWAY, 6 INCHES IN FROM EDGE OF CONCRETE
 TU2644'AND PARTLY COVERED BY A 2-INCH WATER PIPE.  THE MARK IS 1.56
 TU2644'FEET HIGHER THAN STATION.
 TU2644'
 TU2644'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OPIHILALA
 TU2644'HGS 1948 NO 2 1966, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU2644'10-INCH-SQUARE CONCRETE BLOCK FLUSH WITH GROUND.  IT IS 21.5 FEET
 TU2644'EAST OF THE SOUTHEAST CORNER OF THE IRON CEMETERY FENCE, 33 FEET
 TU2644'WEST-NORTHWEST OF EDGE OF MACADAM PARKING AREA, 6 INCHES LOWER
 TU2644'THAN STATION MARK, AND AT THE BASE OF THE BANK ABOVE WHICH
 TU2644'THE CEMETERY IS LOCATED.
 TU2644
 TU2644                          STATION RECOVERY (1978)
 TU2644
 TU2644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2644'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 TU2644'CONDITION AS DESCRIBED IN 1966.  THE METAL SIGNAL OVER THE
 TU2644'STATION IS BADLY RUSTED.
 TU2644'
 TU2644'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2644'AT PAAUILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2782 ***********************************************************************
 TU2782  DESIGNATION -  OPIKOULA RESET
 TU2782  PID         -  TU2782
 TU2782  STATE/COUNTY-  HI/MAUI
 TU2782  USGS QUAD   -  NAHIKU (1983)
 TU2782
 TU2782                         *CURRENT SURVEY CONTROL
 TU2782  ___________________________________________________________________
 TU2782* NAD 83(1993)-  20 49 37.48757(N)    156 05 04.46116(W)     ADJUSTED  
 TU2782* LOCAL TIDAL -        16.6    (meters)      54.     (feet)  VERT ANG  
 TU2782  ___________________________________________________________________
 TU2782  EPOCH DATE  -        1993.62
 TU2782  LAPLACE CORR-         -11.64  (seconds)                    DEFLEC99
 TU2782  GEOID HEIGHT-          14.58  (meters)                     GEOID03
 TU2782
 TU2782  HORZ ORDER  -  FIRST
 TU2782
 TU2782.The horizontal coordinates were established by classical geodetic methods
 TU2782.and adjusted by the National Geodetic Survey in December 1998..
 TU2782.The horizontal coordinates are valid at the epoch date displayed above.
 TU2782.The epoch date for horizontal control is a decimal equivalence
 TU2782.of Year/Month/Day.
 TU2782
 TU2782.The orthometric height was determined by vertical angle observations.
 TU2782
 TU2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2782
 TU2782.The geoid height was determined by GEOID03.
 TU2782
 TU2782;                    North         East     Units Scale Factor Converg.
 TU2782;SPC HI 2     -    54,771.091   560,588.753   MT  1.00001202   +0 12 25.1
 TU2782;UTM  04      - 2,305,756.834   803,443.025   MT  1.00073808   +1 02 14.5
 TU2782
 TU2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2782!SPC HI 2     -   0.99999510  x   1.00001202  =   1.00000712
 TU2782!UTM  04      -   0.99999510  x   1.00073808  =   1.00073318
 TU2782
 TU2782:                Primary Azimuth Mark                     Grid Az
 TU2782:SPC HI 2     -  HONOKALANI 2                             112 47 22.9
 TU2782:UTM  04      -  HONOKALANI 2                             111 57 33.5
 TU2782
 TU2782|---------------------------------------------------------------------|
 TU2782| PID    Reference Object                     Distance      Geod. Az  |
 TU2782|                                                           dddmmss.s |
 TU2782| TU2774 HONOKALANI 2                        APPROX. 8.6 KM 1125948.0 |
 TU2782| CN5975 OPIKOULA RM 2                        21.143 METERS 18420     |
 TU2782| CN5974 OPIKOULA RM 1                        13.805 METERS 30527     |
 TU2782|---------------------------------------------------------------------|
 TU2782
 TU2782                          SUPERSEDED SURVEY CONTROL
 TU2782
 TU2782  NAD 83(1986)-  20 49 37.45370(N)    156 05 04.47313(W) AD(       ) 1
 TU2782  OLD HI      -  20 49 49.00200(N)    156 05 14.56300(W) AD(       ) 1
 TU2782
 TU2782.Superseded values are not recommended for survey control.
 TU2782.NGS no longer adjusts projects to the OLD HI datum.
 TU2782.See file dsdata.txt to determine how the superseded data were derived.
 TU2782
 TU2782_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ0344305757(NAD 83)
 TU2782
 TU2782  HISTORY     - Date     Condition        Report By
 TU2782  HISTORY     - 1877     MONUMENTED       HIGS
 TU2782  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2782  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2782  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2782  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2782
 TU2782                          STATION DESCRIPTION
 TU2782
 TU2782'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2782'ON NORTHEAST COAST OF EAST MAUI, IN KOOLAU DISTRICT, NAHIKU
 TU2782'SUBDISTRICT, NEAR THE EDGE OF THE SEA CLIFF.  MARKED BY A 4-INCH
 TU2782'IRON PIPE SET IN CONCRETE AND COVERED WITH CAIRN.
 TU2782
 TU2782                          STATION RECOVERY (1929)
 TU2782
 TU2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2782'ORIGINAL DESCRIPTION GOOD.
 TU2782'
 TU2782'ORIGINAL MARK REPLACED BY A 2 INCH PIPE SET IN A CONCRETE PIER.
 TU2782'
 TU2782'NEW MARK--STANDARD BRONZE TABLET SET IN CONCRETE PIER.  OVER
 TU2782'WHICH WAS BUILT A TYPE A HAWAII TERRITORY SURVEY TRIANGULATION
 TU2782'STATION MONUMENT.
 TU2782
 TU2782                          STATION RECOVERY (1950)
 TU2782
 TU2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2782'STATION WAS RECOVERED IN GOOD CONDITION.
 TU2782'
 TU2782'A NEW DESCRIPTION--
 TU2782'
 TU2782'THE STATION IS LOCATED NEAR THE NORTHERLY END OF A GRASSY POINT
 TU2782'WHICH IS LOCATED ABOUT 0.5 MILE NORTH OF THE VILLAGE OF NAHIKU AND
 TU2782'ABOUT 30 FEET WEST OF THE SEA BLUFF.
 TU2782'
 TU2782'THE STATION IS A STANDARD TERRITORY SURVEY BRONZE DISK, UNSTAMPED,
 TU2782'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 TU2782'SURFACE OF THE GROUND.
 TU2782'
 TU2782'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED OPIK OULA NO
 TU2782'1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 5 FEET
 TU2782'IN DIAMETER AND PROJECTS 4 FEET.
 TU2782'
 TU2782'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED OPIK OULA NO
 TU2782'2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 FEET
 TU2782'IN DIAMETER AND PROJECTS 3 FEET.
 TU2782
 TU2782                          STATION RECOVERY (1961)
 TU2782
 TU2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2782'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2782'CONDITION.  THE STATION WAS MARKED BY A TYPE A, HAWAIIAN
 TU2782'TERRITORY SURVEY MONUMENT IN 1929.  THE CENTER OF THE PIPE
 TU2782'PROJECTING FROM THE PLATFORM WAS USED BY THIS PARTY.  IT WAS NOT
 TU2782'POSSIBLE TO SEE WHETHER THE DISK IN THE MONUMENT WAS UNSTAMPED
 TU2782'AS THE PIPE MENTIONED IS PLUMBED OVER THE MONUMENT.
 TU2782'
 TU2782'TO REACH THE STATION FROM THE INTERSECTION OF THE HANA HIGHWAY
 TU2782'AND THE ROAD TO LOWER NAHIKU MARKED BY A HAWAII VISITORS BUREAU
 TU2782'SIGN, GO NORTH ON ROAD DOWN DRAW TO THE OLD CHURCH AT LOWER
 TU2782'NAHIKU.  TURN RIGHT (EAST) ON JEEP TRAIL FOR ABOUT 1/2 MILE
 TU2782'TO A GATE ON THE LEFT.  PASS THROUGH GATE AND GO NORTH THROUGH
 TU2782'PASTURE ON JEEP TRAIL WHICH LEADS DIRECTLY TO THE STATION.
 TU2782
 TU2782                          STATION RECOVERY (1968)
 TU2782
 TU2782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2782'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2782'HTS METAL TARGET WAS RUSTED IN AND COULD NOT BE REMOVED, SO
 TU2782'WAS HACKSAWED OFF AND A NEW TARGET INSTALLED.  A COMPLETE
 TU2782'DESCRIPTION FOLLOWS--
 TU2782'
 TU2782'STATION IS LOCATED ABOUT 8 MILES NORTHWEST OF HANA AND 1/2-MILE
 TU2782'EAST-NORTHEAST OF NAHIKU VILLAGE, ON THE BARE BLUFF AT OPIKOULA
 TU2782'POINT.
 TU2782'
 TU2782'TO REACH STATION FROM THE POST OFFICE IN HANA, GO NORTHWEST ON
 TU2782'STATE HIGHWAY 36 FOR 3.4 MILES TO JUNCTION WITH ROAD TO THE
 TU2782'HANA AIRPORT.  CONTINUE ON THE HIGHWAY FOR 6.5 MILES TO
 TU2782'GRAVEL SIDE ROAD RIGHT.  GO RIGHT FOR 2.3 MILES TO OLD CHURCH
 TU2782'AT NAHIKU.  TURN SHARP RIGHT AND FOLLOW TRACK ROAD FOR 0.3 MILE
 TU2782'TO WIRE GATE ON LEFT.  PASS THROUGH GATE AND GO 0.25 MILE DOWN
 TU2782'THROUGH PASTURE TO STATION OUT ON POINT.
 TU2782'
 TU2782'STATION MARK IS A HAWAII TERRITORIAL SURVEY DISK, UNSTAMPED,
 TU2782'SET IN CONCRETE FLUSH WITH GROUND, 20 FEET WEST OF EDGE OF
 TU2782'BLUFF.  THERE IS A TYPE A SIGNAL CENTERED OVER THE MARK, WITH
 TU2782'THE 6-FOOT-SQUARE, CONCRETE PLATFORM 4 FEET ABOVE GROUND.  A RED
 TU2782'AND WHITE METAL TARGET EXTENDS ABOUT 7 FEET ABOVE THE PLATFORM.
 TU2782'
 TU2782'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED
 TU2782'OPIKOULA NO 1 1950, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU2782'LARGE BOULDER PROJECTING 3-1/2 FEET ABOVE GROUND, AND IS 1.9
 TU2782'FEET LOWER THAN STATION MARK.
 TU2782'
 TU2782'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED OPIKOULA
 TU2782'NO 2 1950, CEMENTED IN A DRILL HOLE IN A BLACK, 4-FOOT
 TU2782'BOULDER PROJECTING 3 FEET ABOVE GROUND.  IT IS 8 FEET WEST OF EDGE
 TU2782'OF BLUFF, 30 FEET NORTH OF PEAK OF SMALL KNOLL AND 2 FEET HIGHER
 TU2782'THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3585 ***********************************************************************
 AA3585  DESIGNATION -  ORBIT
 AA3585  PID         -  AA3585
 AA3585  STATE/COUNTY-  HI/KAUAI
 AA3585  USGS QUAD   -  MAKAHA POINT (1983)
 AA3585
 AA3585                         *CURRENT SURVEY CONTROL
 AA3585  ___________________________________________________________________
 AA3585* NAD 83(1993)-  22 07 36.23920(N)    159 39 53.56874(W)     ADJUSTED  
 AA3585* LOCAL TIDAL -      1149.1    (meters)    3770.     (feet)  GPS OBS   
 AA3585  ___________________________________________________________________
 AA3585  EPOCH DATE  -        1993.62
 AA3585  X           -  -5,543,817.285 (meters)                     COMP
 AA3585  Y           -  -2,054,584.256 (meters)                     COMP
 AA3585  Z           -   2,387,857.868 (meters)                     COMP
 AA3585  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 AA3585  ELLIP HEIGHT-        1166.44  (meters)          (11/30/94) GPS OBS
 AA3585  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 AA3585
 AA3585  HORZ ORDER  -  FIRST
 AA3585  ELLP ORDER  -  FIFTH     CLASS I
 AA3585
 AA3585.The horizontal coordinates were established by GPS observations
 AA3585.and adjusted by the National Geodetic Survey in November 1994..
 AA3585.The horizontal coordinates are valid at the epoch date displayed above.
 AA3585.The epoch date for horizontal control is a decimal equivalence
 AA3585.of Year/Month/Day.
 AA3585
 AA3585.The orthometric height was determined by GPS observations and a
 AA3585.high-resolution geoid model.
 AA3585
 AA3585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3585
 AA3585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3585
 AA3585.The ellipsoidal height was determined by GPS observations
 AA3585.and is referenced to NAD 83.
 AA3585
 AA3585.The geoid height was determined by GEOID03.
 AA3585
 AA3585;                    North         East     Units Scale Factor Converg.
 AA3585;SPC HI 4     -    32,497.053   482,989.438   MT  0.99999357   -0 03 43.6
 AA3585;UTM  04      - 2,447,004.503   431,430.540   MT  0.99965809   -0 15 01.6
 AA3585
 AA3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3585!SPC HI 4     -   0.99981671  x   0.99999357  =   0.99981028
 AA3585!UTM  04      -   0.99981671  x   0.99965809  =   0.99947486
 AA3585
 AA3585|---------------------------------------------------------------------|
 AA3585| PID    Reference Object                     Distance      Geod. Az  |
 AA3585|                                                           dddmmss.s |
 AA3585| AA3587 1311 NCMN C                         105.054 METERS 20059     |
 AA3585|---------------------------------------------------------------------|
 AA3585
 AA3585                          SUPERSEDED SURVEY CONTROL
 AA3585
 AA3585.No superseded survey control is available for this station.
 AA3585
 AA3585_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3143147005(NAD 83)
 AA3585_MARKER: Z = SEE DESCRIPTION
 AA3585_SETTING: 0 = UNSPECIFIED SETTING
 AA3585_SP_SET: UNSPECIFIED
 AA3585_MARK LOGO: NONE  
 AA3585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3585+STABILITY: SURFACE MOTION
 AA3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3585+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 AA3585
 AA3585  HISTORY     - Date     Condition        Report By
 AA3585  HISTORY     - 1988     MONUMENTED       NGS
 AA3585  HISTORY     - 19930807 GOOD             NOS
 AA3585
 AA3585                          STATION DESCRIPTION
 AA3585
 AA3585'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF)
 AA3585'THE STATION IS LOCATED ABOUT 22.53 KM (14.00 MI) NORTH OF WAIMEA THE
 AA3585'NASA TRACKING STATIONIN KOKEE PARK, ON THE WEST SIDE OF THE USB
 AA3585'BUILDING. OWNERSHIP--NATIONAL AERONAUTICS AND SPACE ADMINISTRATION FOR
 AA3585'ACCESS AND FURTHER INFORMATION CONTACT MR CLYDE COX, NASA STDN
 AA3585'STATION, KOKEE PARK WAIMEA KAUAI HI PHONE 808-335-6495. TO REACH THE
 AA3585'STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 550 WAIMEA CANYON
 AA3585'DR, IN WAIMEA, GO NORTH FOR 10.62 KM (6.60 MI)ON HIGHWAY 550 TO THE
 AA3585'JUNCTION OF KOKEE ROAD. TURN RIGHT AND GO NORTHERLY FOR 11.67 KM (7.25
 AA3585'MI) ON HIGHWAY 550 TO THE END OF STATE HIGHWAY. CONTINUE STRAIGHT
 AA3585'AHEAD AND GO NORTHERLY FOR 0.48 KM (0.30 MI) ON THE PAVED ROAD TO A
 AA3585'PAVED ROAD LEFT AND SIGN, NASA TRACKING STATION, ON THE LEFT. TURN
 AA3585'LEFT AND GO NORTHERLY FOR 0.48 KM (0.30 MI) ON THE PAVED ROAD. PASSING
 AA3585'THROUGH A GATE TO A FORK, FOLLOW THE RIGHT FORK AND GO NORTHERLY FOR
 AA3585'0.40KM (0.25MI) ON THE PAVED ROAD TO A GATE. PASS THROUGH GATE AND GO
 AA3585'ABOUT 10 M (32.0 FT) TO THE USB BUILDING AND THE STATION. THE STATION
 AA3585'IS A PUNCH MARK ON THE TOP CENTER OF A METAL PLATE WELDED TO THE TOP
 AA3585'OF A METAL POLE 17 CM IN DIAMETER AND 5.27 M (17.3 FT) TALL, WHICH IS
 AA3585'BOLTED TO A ROUND CONCRETE MONUMENT 51 CM IN DIAMETER PROJECTING 61 CM
 AA3585'ABOVE GROUND. THE METAL POLE EXTENDS THROUGH THE WEST ROOF EAVE OF THE
 AA3585'USEB BUILDING. A METAL TRIPOD WITH A .25 IN MOUNTING PLATE HAS BEEN
 AA3585'PERMINATELY ATTACHED TO THE TOP OF THE STATION.  A STANDARD 5/8 IN
 AA3585'BOLT WILL BE REQUIRED TO MOUNT A TRIBRACH ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0274 ***********************************************************************
 TU0274  DESIGNATION -  P
 TU0274  PID         -  TU0274
 TU0274  STATE/COUNTY-  HI/HONOLULU
 TU0274  USGS QUAD   -  HONOLULU (1983)
 TU0274
 TU0274                         *CURRENT SURVEY CONTROL
 TU0274  ___________________________________________________________________
 TU0274* NAD 83(1986)-  21 19 18.     (N)    157 51 36.     (W)     SCALED    
 TU0274* LOCAL TIDAL -        14.642  (meters)      48.04   (feet)  ADJ UNCH  
 TU0274  ___________________________________________________________________
 TU0274  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0274
 TU0274  VERT ORDER  -  FIRST     CLASS II
 TU0274
 TU0274.The horizontal coordinates were scaled from a topographic map and have
 TU0274.an estimated accuracy of +/- 6 seconds.
 TU0274
 TU0274.The orthometric height was key entered from printed documents
 TU0274.and not key verified.
 TU0274
 TU0274.The geoid height was determined by GEOID03.
 TU0274
 TU0274;                    North         East    Units  Estimated Accuracy
 TU0274;SPC HI 3     -    17,170.      514,520.      MT  (+/- 180 meters Scaled)
 TU0274
 TU0274                          SUPERSEDED SURVEY CONTROL
 TU0274
 TU0274.No superseded survey control is available for this station.
 TU0274
 TU0274_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ182581(NAD 83)
 TU0274_MARKER: Z = SEE DESCRIPTION
 TU0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0274+STABILITY: SURFACE MOTION
 TU0274
 TU0274  HISTORY     - Date     Condition        Report By
 TU0274  HISTORY     - UNK      MONUMENTED
 TU0274  HISTORY     - 1963     GOOD             NGS
 TU0274
 TU0274                          STATION DESCRIPTION
 TU0274
 TU0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0274'IN HONOLULU.
 TU0274'1.0 MILE NORTH OF THE FEDERAL BUILDING IN HONOLULU, AT THE
 TU0274'INTERSECTION OF N. SCHOOL STREET AND LILIHA STREET, THE SOUTHWEST ONE
 TU0274'OF TWO SIMILAR MARKS, 26.8 FEET SOUTHWEST OF THE NORTHEAST MARK, 42
 TU0274'FEET EAST-SOUTHEAST OF FIRE HYDRANT NO. 381, 35 FEET NORTHWEST OF A
 TU0274'TRAFFIC SIGNAL, 9.5 FEET NORTHWEST OF THE SOUTHEAST CURB LINE OF
 TU0274'LILIHA STREET, 4.6 FEET NORTHEAST OF THE SOUTHWEST CURB LINE OF SCHOOL
 TU0274'STREET, AND PROJECTING ABOUT 1 INCH FROM THE TOP OF A 3-INCH-DIAMETER,
 TU0274'CONCRETE POST SET BELOW STREET SURFACE.  ACCESS TO THE MARK IS HAD
 TU0274'THROUGH A 7-INCH-DIAMETER, CAST-IRON COVER WITH STREET SURVEY MONUMENT
 TU0274'EMBOSSED ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0111 ***********************************************************************
 TU0111  DESIGNATION -  P 1
 TU0111  PID         -  TU0111
 TU0111  STATE/COUNTY-  HI/HAWAII
 TU0111  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0111
 TU0111                         *CURRENT SURVEY CONTROL
 TU0111  ___________________________________________________________________
 TU0111* NAD 83(1986)-  19 26 12.     (N)    155 18 04.     (W)     SCALED    
 TU0111* LOCAL TIDAL -      1204.258  (meters)    3950.97   (feet)  ADJ UNCH  
 TU0111  ___________________________________________________________________
 TU0111  GEOID HEIGHT-          23.48  (meters)                     GEOID03
 TU0111
 TU0111  VERT ORDER  -  FIRST     CLASS I
 TU0111
 TU0111.The horizontal coordinates were scaled from a topographic map and have
 TU0111.an estimated accuracy of +/- 6 seconds.
 TU0111
 TU0111.The orthometric height was key entered from printed documents
 TU0111.and not key verified.
 TU0111
 TU0111.The geoid height was determined by GEOID03.
 TU0111
 TU0111;                    North         East    Units  Estimated Accuracy
 TU0111;SPC HI 1     -    66,800.      520,890.      MT  (+/- 180 meters Scaled)
 TU0111
 TU0111                          SUPERSEDED SURVEY CONTROL
 TU0111
 TU0111.No superseded survey control is available for this station.
 TU0111
 TU0111_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB583507(NAD 83)
 TU0111_MARKER: DB = BENCH MARK DISK
 TU0111_SETTING: 66 = SET IN ROCK OUTCROP
 TU0111_SP_SET: LAVA ROCK
 TU0111_STAMPING: P 1 1926
 TU0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0111+STABILITY: POSITION/ELEVATION WELL
 TU0111
 TU0111  HISTORY     - Date     Condition        Report By
 TU0111  HISTORY     - 1926     MONUMENTED       CGS
 TU0111  HISTORY     - 1975     GOOD             NGS
 TU0111
 TU0111                          STATION DESCRIPTION
 TU0111
 TU0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0111'5.60 MI SW FROM VOLCANO.
 TU0111'0.80 MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0111'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0111'HIGHWAY 11, THENCE 1.50 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD TO
 TU0111'THE JUNCTION OF A PAVED ROAD LEADING TO BIRD PARK PICNIC AREA.  SET IN
 TU0111'LAVA ROCK ON THE RIGHT SIDE OF THE ROAD.  127.2 FEET NORTH OF THE
 TU0111'CENTERLINE MAUNA LOA ROAD.  48.2 FEET EAST OF THE CENTER OF BIRD PARK
 TU0111'ROAD.  ABOUT 2.5 FEET ABOVE THE LEVEL OF BIRD PARK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0350 ***********************************************************************
 TU0350  DESIGNATION -  P 11
 TU0350  PID         -  TU0350
 TU0350  STATE/COUNTY-  HI/HONOLULU
 TU0350  USGS QUAD   -  KOKO HEAD (1983)
 TU0350
 TU0350                         *CURRENT SURVEY CONTROL
 TU0350  ___________________________________________________________________
 TU0350* NAD 83(1986)-  21 19 38.     (N)    157 41 10.     (W)     SCALED    
 TU0350* LOCAL TIDAL -         4.593  (meters)      15.07   (feet)  ADJ UNCH  
 TU0350  ___________________________________________________________________
 TU0350  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU0350
 TU0350  VERT ORDER  -  FIRST     CLASS II
 TU0350
 TU0350.The horizontal coordinates were scaled from a topographic map and have
 TU0350.an estimated accuracy of +/- 6 seconds.
 TU0350
 TU0350.The orthometric height was key entered from printed documents
 TU0350.and not key verified.
 TU0350
 TU0350.The geoid height was determined by GEOID03.
 TU0350
 TU0350;                    North         East    Units  Estimated Accuracy
 TU0350;SPC HI 3     -    17,810.      532,560.      MT  (+/- 180 meters Scaled)
 TU0350
 TU0350                          SUPERSEDED SURVEY CONTROL
 TU0350
 TU0350.No superseded survey control is available for this station.
 TU0350
 TU0350_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ362589(NAD 83)
 TU0350_MARKER: DB = BENCH MARK DISK
 TU0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0350_SP_SET: SEAWALL
 TU0350_STAMPING: P 11 1969
 TU0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0350
 TU0350  HISTORY     - Date     Condition        Report By
 TU0350  HISTORY     - 1969     MONUMENTED       CGS
 TU0350
 TU0350                          STATION DESCRIPTION
 TU0350
 TU0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0350'0.9 MI SE FROM WAIMANALO.
 TU0350'0.9 MILE SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0350'WAIMANALO, DIRECTLY ACROSS THE HIGHWAY FROM RESIDENCE NO. 41-624, 160
 TU0350'FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF BELL STREET, IN THE
 TU0350'TOP OF THE SOUTHEAST END OF A CONCRETE SEAWALL, 17.4 FEET
 TU0350'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 130.5 FEET
 TU0350'NORTHWEST OF THE SOUTHEAST END OF A WOODEN GUARDRAIL WITH CONCRETE
 TU0350'POST, 2.0 FEET NORTH-NORTHEAST OF A WOODEN GUARDRAIL, 1.8 FEET
 TU0350'NORTHWEST OF THE SOUTHEAST END OF THE SEAWALL, AND ABOUT LEVEL WITH
 TU0350'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0362 ***********************************************************************
 TU0362  DESIGNATION -  P 12
 TU0362  PID         -  TU0362
 TU0362  STATE/COUNTY-  HI/HONOLULU
 TU0362  USGS QUAD   -  MOKAPU (1983)
 TU0362
 TU0362                         *CURRENT SURVEY CONTROL
 TU0362  ___________________________________________________________________
 TU0362* NAD 83(1986)-  21 22 33.     (N)    157 44 49.     (W)     SCALED    
 TU0362* LOCAL TIDAL -        57.843  (meters)     189.77   (feet)  ADJ UNCH  
 TU0362  ___________________________________________________________________
 TU0362  GEOID HEIGHT-          15.97  (meters)                     GEOID03
 TU0362
 TU0362  VERT ORDER  -  FIRST     CLASS II
 TU0362
 TU0362.The horizontal coordinates were scaled from a topographic map and have
 TU0362.an estimated accuracy of +/- 6 seconds.
 TU0362
 TU0362.The orthometric height was key entered from printed documents
 TU0362.and not key verified.
 TU0362
 TU0362.The geoid height was determined by GEOID03.
 TU0362
 TU0362;                    North         East    Units  Estimated Accuracy
 TU0362;SPC HI 3     -    23,180.      526,240.      MT  (+/- 180 meters Scaled)
 TU0362
 TU0362                          SUPERSEDED SURVEY CONTROL
 TU0362
 TU0362.No superseded survey control is available for this station.
 TU0362
 TU0362_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ299642(NAD 83)
 TU0362_MARKER: DB = BENCH MARK DISK
 TU0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0362_SP_SET: CULVERT
 TU0362_STAMPING: P 12 1969
 TU0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0362
 TU0362  HISTORY     - Date     Condition        Report By
 TU0362  HISTORY     - 1969     MONUMENTED       CGS
 TU0362
 TU0362                          STATION DESCRIPTION
 TU0362
 TU0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0362'4.9 MI NW FROM WAIMANALO.
 TU0362'4.9 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0362'WAIMANALO, AT THE JUNCTION OF A PAVED ROAD NORTHEAST TO A HOUSE, IN
 TU0362'THE TOP OF THE SOUTH CORNER OF THE LOWER PORTION OF A HEAD WALL OF A
 TU0362'CONCRETE BOX CULVERT, THE RAISED PORTION OF THE HEAD WALL PROJECTS
 TU0362'ABOUT 2 1/2 FEET ABOVE THE GROUND ON THE NORTHWEST AND NORTHEAST
 TU0362'SIDES, THE NORTHEAST SIDE HAS 4 IRON LATTER RUNGS, 27.7 FEET NORTHEAST
 TU0362'OF THE CENTER LINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 44.7
 TU0362'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3.4 FEET SOUTHEAST OF
 TU0362'THE NORTHWEST RAISED PORTION OF THE HEAD WALL, AND ABOUT 1/2 FOOT
 TU0362'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0245 ***********************************************************************
 TU0245  DESIGNATION -  P 13
 TU0245  PID         -  TU0245
 TU0245  STATE/COUNTY-  HI/HONOLULU
 TU0245  USGS QUAD   -  WAIPAHU (1983)
 TU0245
 TU0245                         *CURRENT SURVEY CONTROL
 TU0245  ___________________________________________________________________
 TU0245* NAD 83(1986)-  21 23 47.     (N)    157 58 46.     (W)     SCALED    
 TU0245* LOCAL TIDAL -         8.237  (meters)      27.02   (feet)  ADJ UNCH  
 TU0245  ___________________________________________________________________
 TU0245  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0245
 TU0245  VERT ORDER  -  FIRST     CLASS II
 TU0245
 TU0245.The horizontal coordinates were scaled from a topographic map and have
 TU0245.an estimated accuracy of +/- 6 seconds.
 TU0245
 TU0245.The orthometric height was key entered from printed documents
 TU0245.and not key verified.
 TU0245
 TU0245.The geoid height was determined by GEOID03.
 TU0245
 TU0245;                    North         East    Units  Estimated Accuracy
 TU0245;SPC HI 3     -    25,440.      502,130.      MT  (+/- 180 meters Scaled)
 TU0245
 TU0245                          SUPERSEDED SURVEY CONTROL
 TU0245
 TU0245.No superseded survey control is available for this station.
 TU0245
 TU0245_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ057663(NAD 83)
 TU0245_MARKER: DB = BENCH MARK DISK
 TU0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0245_SP_SET: ABUTMENT
 TU0245_STAMPING: P 13 1969
 TU0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0245
 TU0245  HISTORY     - Date     Condition        Report By
 TU0245  HISTORY     - 1969     MONUMENTED       CGS
 TU0245  HISTORY     - 19951019 GOOD             USPSQD
 TU0245
 TU0245                          STATION DESCRIPTION
 TU0245
 TU0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0245'0.65 MI NW FROM PEARL CITY.
 TU0245'0.65 MILE NORTHWEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0245'WAIMANO HOME ROAD AT PEARL CITY, IN THE TOP OF THE NORTHEAST END OF
 TU0245'THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER WAIAWA STREAM, 20.8
 TU0245'FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST LANES OF THE
 TU0245'HIGHWAY, 20.2 FEET WEST OF A METAL POST SUPPORTING HIGHWAY SIGN HAWAII
 TU0245'90, 5.4 FEET NORTHEAST OF THE NORTHWEST END OF A METAL GUARDRAIL, AND
 TU0245'ABOUT LEVEL WITH THE HIGHWAY.
 TU0245
 TU0245                          STATION RECOVERY (1995)
 TU0245
 TU0245'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0597 ***********************************************************************
 TU0597  DESIGNATION -  P 14
 TU0597  PID         -  TU0597
 TU0597  STATE/COUNTY-  HI/HONOLULU
 TU0597  USGS QUAD   -  WAIANAE (1983)
 TU0597
 TU0597                         *CURRENT SURVEY CONTROL
 TU0597  ___________________________________________________________________
 TU0597* NAD 83(1986)-  21 28 10.     (N)    158 12 56.     (W)     SCALED    
 TU0597* LOCAL TIDAL -         6.584  (meters)      21.60   (feet)  ADJ UNCH  
 TU0597  ___________________________________________________________________
 TU0597  GEOID HEIGHT-          15.17  (meters)                     GEOID03
 TU0597
 TU0597  VERT ORDER  -  FIRST     CLASS II
 TU0597
 TU0597.The horizontal coordinates were scaled from a topographic map and have
 TU0597.an estimated accuracy of +/- 6 seconds.
 TU0597
 TU0597.The orthometric height was key entered from printed documents
 TU0597.and not key verified.
 TU0597
 TU0597.The geoid height was determined by GEOID03.
 TU0597
 TU0597;                    North         East    Units  Estimated Accuracy
 TU0597;SPC HI 3     -    33,540.      477,660.      MT  (+/- 180 meters Scaled)
 TU0597
 TU0597                          SUPERSEDED SURVEY CONTROL
 TU0597
 TU0597.No superseded survey control is available for this station.
 TU0597
 TU0597_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ812743(NAD 83)
 TU0597_MARKER: DB = BENCH MARK DISK
 TU0597_SETTING: 0 = UNSPECIFIED SETTING
 TU0597_STAMPING: P 14 1969
 TU0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0597
 TU0597  HISTORY     - Date     Condition        Report By
 TU0597  HISTORY     - 1969     MONUMENTED       CGS
 TU0597
 TU0597                          STATION DESCRIPTION
 TU0597
 TU0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0597'2.95 MI NW FROM WAIANAE.
 TU0597'2.95 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0597'WAIANAE, AT THE JUNCTION OF MOUA STREET, IN THE TOP AND 1.4 FEET
 TU0597'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF CULVERT
 TU0597'900C-2.20 UNDER THE STREET, 34.7 FEET SOUTHWEST OF THE CENTER LINE OF
 TU0597'THE HIGHWAY, 18.0 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET,
 TU0597'48.0 FEET WEST OF GUY POLE H 30-50-73R, AND ABOUT 1 1/2 FEET HIGHER
 TU0597'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0522 ***********************************************************************
 TU0522  DESIGNATION -  P 15
 TU0522  PID         -  TU0522
 TU0522  STATE/COUNTY-  HI/HONOLULU
 TU0522  USGS QUAD   -  WAIMEA (1983)
 TU0522
 TU0522                         *CURRENT SURVEY CONTROL
 TU0522  ___________________________________________________________________
 TU0522* NAD 83(1986)-  21 38 15.     (N)    158 04 01.     (W)     SCALED    
 TU0522* LOCAL TIDAL -        17.932  (meters)      58.83   (feet)  ADJ UNCH  
 TU0522  ___________________________________________________________________
 TU0522  GEOID HEIGHT-          14.16  (meters)                     GEOID03
 TU0522
 TU0522  VERT ORDER  -  FIRST     CLASS II
 TU0522
 TU0522.The horizontal coordinates were scaled from a topographic map and have
 TU0522.an estimated accuracy of +/- 6 seconds.
 TU0522
 TU0522.The orthometric height was key entered from printed documents
 TU0522.and not key verified.
 TU0522
 TU0522.The geoid height was determined by GEOID03.
 TU0522
 TU0522;                    North         East    Units  Estimated Accuracy
 TU0522;SPC HI 3     -    52,130.      493,070.      MT  (+/- 180 meters Scaled)
 TU0522
 TU0522                          SUPERSEDED SURVEY CONTROL
 TU0522
 TU0522.No superseded survey control is available for this station.
 TU0522
 TU0522_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ965929(NAD 83)
 TU0522_MARKER: DB = BENCH MARK DISK
 TU0522_SETTING: 66 = SET IN ROCK OUTCROP
 TU0522_SP_SET: LAVA OUTCROP
 TU0522_STAMPING: P 15 1969
 TU0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0522+STABILITY: POSITION/ELEVATION WELL
 TU0522
 TU0522  HISTORY     - Date     Condition        Report By
 TU0522  HISTORY     - 1969     MONUMENTED       CGS
 TU0522  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0522
 TU0522                          STATION DESCRIPTION
 TU0522
 TU0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0522'4.6 MI NE FROM HALEIWA.
 TU0522'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0522'HALEIWA, ON THE OUTSIDE OF A CURVE, SET VERTICALLY IN THE SOUTHEAST
 TU0522'FACE OF A LAVA OUTCROP, 19.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 TU0522'HIGHWAY, 132.5 FEET NORTHEAST OF TELEPHONE POLE 184T, 72.3 FEET
 TU0522'SOUTHWEST OF TELEPHONE POLE 185T, AND ABOUT 2 FEET HIGHER THAN THE
 TU0522'GROUND.
 TU0522
 TU0522                          STATION RECOVERY (2006)
 TU0522
 TU0522'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0522'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0485 ***********************************************************************
 TU0485  DESIGNATION -  P 16
 TU0485  PID         -  TU0485
 TU0485  STATE/COUNTY-  HI/HONOLULU
 TU0485  USGS QUAD   -  KAHANA (1983)
 TU0485
 TU0485                         *CURRENT SURVEY CONTROL
 TU0485  ___________________________________________________________________
 TU0485* NAD 83(1986)-  21 33 26.     (N)    157 52 34.     (W)     SCALED    
 TU0485* LOCAL TIDAL -         2.713  (meters)       8.90   (feet)  ADJ UNCH  
 TU0485  ___________________________________________________________________
 TU0485  GEOID HEIGHT-          14.89  (meters)                     GEOID03
 TU0485
 TU0485  VERT ORDER  -  FIRST     CLASS II
 TU0485
 TU0485.The horizontal coordinates were scaled from a topographic map and have
 TU0485.an estimated accuracy of +/- 6 seconds.
 TU0485
 TU0485.The orthometric height was key entered from printed documents
 TU0485.and not key verified.
 TU0485
 TU0485.The geoid height was determined by GEOID03.
 TU0485
 TU0485;                    North         East    Units  Estimated Accuracy
 TU0485;SPC HI 3     -    43,250.      512,830.      MT  (+/- 180 meters Scaled)
 TU0485
 TU0485                          SUPERSEDED SURVEY CONTROL
 TU0485
 TU0485.No superseded survey control is available for this station.
 TU0485
 TU0485_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ163842(NAD 83)
 TU0485_MARKER: DB = BENCH MARK DISK
 TU0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0485_SP_SET: BRIDGE
 TU0485_STAMPING: P 16 1969
 TU0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0485
 TU0485  HISTORY     - Date     Condition        Report By
 TU0485  HISTORY     - 1969     MONUMENTED       CGS
 TU0485
 TU0485                          STATION DESCRIPTION
 TU0485
 TU0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0485'1.8 MI NW FROM KAAAWA.
 TU0485'1.8 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0485'KAAAWA, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE WING
 TU0485'WALL OF A BRIDGE OVER KAHANA STREAM, 14.0 FEET NORTHEAST OF THE CENTER
 TU0485'LINE OF THE HIGHWAY, 0.9 FOOT NORTHEAST OF THE BRIDGE BANISTER, AND
 TU0485'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0072 ***********************************************************************
 TU0072  DESIGNATION -  P 20
 TU0072  PID         -  TU0072
 TU0072  STATE/COUNTY-  HI/HAWAII
 TU0072  USGS QUAD   -  PUU MAKAALA (1981)
 TU0072
 TU0072                         *CURRENT SURVEY CONTROL
 TU0072  ___________________________________________________________________
 TU0072* NAD 83(1986)-  19 30 47.     (N)    155 08 20.     (W)     SCALED    
 TU0072* LOCAL TIDAL -       648.555  (meters)    2127.80   (feet)  ADJ UNCH  
 TU0072  ___________________________________________________________________
 TU0072  GEOID HEIGHT-          20.37  (meters)                     GEOID03
 TU0072
 TU0072  VERT ORDER  -  FIRST     CLASS I
 TU0072
 TU0072.The horizontal coordinates were scaled from a topographic map and have
 TU0072.an estimated accuracy of +/- 6 seconds.
 TU0072
 TU0072.The orthometric height was key entered from printed documents
 TU0072.and not key verified.
 TU0072
 TU0072.The geoid height was determined by GEOID03.
 TU0072
 TU0072;                    North         East    Units  Estimated Accuracy
 TU0072;SPC HI 1     -    75,280.      537,900.      MT  (+/- 180 meters Scaled)
 TU0072
 TU0072                          SUPERSEDED SURVEY CONTROL
 TU0072
 TU0072.No superseded survey control is available for this station.
 TU0072
 TU0072_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB755589(NAD 83)
 TU0072_MARKER: DB = BENCH MARK DISK
 TU0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0072_SP_SET: CULVERT
 TU0072_STAMPING: P 20 1975
 TU0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0072
 TU0072  HISTORY     - Date     Condition        Report By
 TU0072  HISTORY     - 1975     MONUMENTED       NGS
 TU0072
 TU0072                          STATION DESCRIPTION
 TU0072
 TU0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0072'3.4 MI SW FROM MOUNTAIN VIEW.
 TU0072'3.4 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE IN
 TU0072'MOUNTAIN VIEW.  0.55 MILES SOUTHWEST OF MILE POST 19.  SET IN THE TOP
 TU0072'OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A 20 FOOT LONG
 TU0072'CONCRETE BOX CULVERT UNDER THE HIGHWAY.  43.0 FEET EAST OF THE
 TU0072'CENTERLINE OF STATE HIGHWAY 11.  20.0 FEET EAST OF A METAL GUARD RAIL.
 TU0072'1.0 FOOT NORTH OF THE SOUTH END OF THE HEADWALL.  ABOUT 5 FEET BELOW
 TU0072'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0863 ***********************************************************************
 TU0863  DESIGNATION -  P 22
 TU0863  PID         -  TU0863
 TU0863  STATE/COUNTY-  HI/MAUI
 TU0863  USGS QUAD   -  PUU O KALI (1992)
 TU0863
 TU0863                         *CURRENT SURVEY CONTROL
 TU0863  ___________________________________________________________________
 TU0863* NAD 83(1986)-  20 44 01.     (N)    156 27 09.     (W)     SCALED    
 TU0863* LOCAL TIDAL -         1.808  (meters)       5.93   (feet)  ADJUSTED  
 TU0863  ___________________________________________________________________
 TU0863  GEOID HEIGHT-          16.61  (meters)                     GEOID03
 TU0863
 TU0863  VERT ORDER  -  FIRST     CLASS I
 TU0863
 TU0863.The horizontal coordinates were scaled from a topographic map and have
 TU0863.an estimated accuracy of +/- 6 seconds.
 TU0863
 TU0863.The orthometric height was determined by differential leveling
 TU0863.and adjusted by the National Geodetic Survey in December 2003..
 TU0863
 TU0863.The geoid height was determined by GEOID03.
 TU0863
 TU0863;                    North         East    Units  Estimated Accuracy
 TU0863;SPC HI 2     -    44,330.      522,310.      MT  (+/- 180 meters Scaled)
 TU0863
 TU0863                          SUPERSEDED SURVEY CONTROL
 TU0863
 TU0863.No superseded survey control is available for this station.
 TU0863
 TU0863_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH652947(NAD 83)
 TU0863_MARKER: DV = VERTICAL CONTROL DISK
 TU0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0863_SP_SET: ABUTMENT ON LAVA FLOW
 TU0863_STAMPING: P 22 1979
 TU0863_MARK LOGO: NGS   
 TU0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0863
 TU0863  HISTORY     - Date     Condition        Report By
 TU0863  HISTORY     - 1979     MONUMENTED       NGS
 TU0863
 TU0863                          STATION DESCRIPTION
 TU0863
 TU0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0863'IN KIHEI.
 TU0863'IN KIHEI, AT THE INTERSECTION OF HALELANI PLACE AND STATE HIGHWAY 31,
 TU0863'SET IN THE TOP CENTER OF A CONCRETE ABUTMENT PROTECTING A FIRE
 TU0863'HYDRANT, 25 FEET EAST OF THE CENTER OF THE HIGHWAY, 20 FEET SOUTH OF
 TU0863'THE CENTER OF THE ROAD, 11.4 FEET WEST OF THE NORTHWEST CORNER OF
 TU0863'CHUCKS STEAK HOUSE, AND 3 FEET WEST OF THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0899 ***********************************************************************
 TU0899  DESIGNATION -  P 23
 TU0899  PID         -  TU0899
 TU0899  STATE/COUNTY-  HI/MAUI
 TU0899  USGS QUAD   -  PUU O KALI (1992)
 TU0899
 TU0899                         *CURRENT SURVEY CONTROL
 TU0899  ___________________________________________________________________
 TU0899* NAD 83(1986)-  20 43 13.     (N)    156 20 41.     (W)     SCALED    
 TU0899* LOCAL TIDAL -       900.556  (meters)    2954.57   (feet)  ADJUSTED  
 TU0899  ___________________________________________________________________
 TU0899  GEOID HEIGHT-          17.37  (meters)                     GEOID03
 TU0899
 TU0899  VERT ORDER  -  FIRST     CLASS I
 TU0899
 TU0899.The horizontal coordinates were scaled from a topographic map and have
 TU0899.an estimated accuracy of +/- 6 seconds.
 TU0899
 TU0899.The orthometric height was determined by differential leveling
 TU0899.and adjusted by the National Geodetic Survey in December 2003..
 TU0899
 TU0899.The geoid height was determined by GEOID03.
 TU0899
 TU0899;                    North         East    Units  Estimated Accuracy
 TU0899;SPC HI 2     -    42,870.      533,530.      MT  (+/- 180 meters Scaled)
 TU0899
 TU0899                          SUPERSEDED SURVEY CONTROL
 TU0899
 TU0899.No superseded survey control is available for this station.
 TU0899
 TU0899_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH765934(NAD 83)
 TU0899_MARKER: DV = VERTICAL CONTROL DISK
 TU0899_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0899_SP_SET: BRIDGE ABUTMENT
 TU0899_STAMPING: P 23 1979
 TU0899_MARK LOGO: NGS   
 TU0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0899
 TU0899  HISTORY     - Date     Condition        Report By
 TU0899  HISTORY     - 1979     MONUMENTED       NGS
 TU0899
 TU0899                          STATION DESCRIPTION
 TU0899
 TU0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0899'3.15 MILES SOUTH ALONG HIGHWAY 37 FROM THE KEALAHOU SCHOOL IN WAIAKOA,
 TU0899'SET IN THE NORTHEAST CORNER OF THE WAIOHULI BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0182 ***********************************************************************
 TU0182  DESIGNATION -  P 5
 TU0182  PID         -  TU0182
 TU0182  STATE/COUNTY-  HI/MAUI
 TU0182  USGS QUAD   -  WAILUKU (1997)
 TU0182
 TU0182                         *CURRENT SURVEY CONTROL
 TU0182  ___________________________________________________________________
 TU0182* NAD 83(1986)-  20 51 04.     (N)    156 27 40.     (W)     SCALED    
 TU0182* LOCAL TIDAL -        31.007  (meters)     101.73   (feet)  ADJ UNCH  
 TU0182  ___________________________________________________________________
 TU0182  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0182
 TU0182  VERT ORDER  -  FIRST     CLASS I
 TU0182
 TU0182.The horizontal coordinates were scaled from a topographic map and have
 TU0182.an estimated accuracy of +/- 6 seconds.
 TU0182
 TU0182.The orthometric height was key entered from printed documents
 TU0182.and not key verified.
 TU0182
 TU0182.The geoid height was determined by GEOID03.
 TU0182
 TU0182;                    North         East    Units  Estimated Accuracy
 TU0182;SPC HI 2     -    57,340.      521,390.      MT  (+/- 180 meters Scaled)
 TU0182
 TU0182                          SUPERSEDED SURVEY CONTROL
 TU0182
 TU0182.No superseded survey control is available for this station.
 TU0182
 TU0182_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ641077(NAD 83)
 TU0182_MARKER: DB = BENCH MARK DISK
 TU0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0182_STAMPING: P 5 1950
 TU0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0182+STABILITY: SURFACE MOTION
 TU0182
 TU0182  HISTORY     - Date     Condition        Report By
 TU0182  HISTORY     - 1950     MONUMENTED       CGS
 TU0182  HISTORY     - 1968     GOOD             CGS
 TU0182  HISTORY     - 1979     GOOD             NGS
 TU0182
 TU0182                          STATION DESCRIPTION
 TU0182
 TU0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0182'3.1 MI S FROM KAHULUI.
 TU0182'3.1 MILES SOUTH ON STATE HIGHWAY 35 FROM THE INTERSECTION OF STATE
 TU0182'HIGHWAYS 32 AND 35 IN KAHULUI.  AT A DIAGONAL CROSSROAD, WHERE WAIHEE
 TU0182'DITCH CROSSES UNDER HIGHWAY.  38.3 FEET WEST OF CENTER LINE OF
 TU0182'HIGHWAY, 3 FEET SOUTHEAST OF SOUTHEAST EDGE OF CANAL, 12.5 FEET NORTH
 TU0182'OF A POWER POLE WITH A BIG PLATFORM PART WAY UP ON ITS SOUTHWEST SIDE,
 TU0182'3 FEET SOUTHWEST OF THE BASE OF A POWER POLE GUY-CABLE, 16.5 FEET
 TU0182'SOUTHWEST OF THE SOUTH END OF A CONCRETE, CANAL CULVERT ABUTMENT,
 TU0182'1-1/2 FEET NORTHWEST OF A WHITE WITNESS POST, AND SET IN THE TOP OF A
 TU0182'10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND,
 TU0182'AND IS PAINTED YELLOW.
 TU0182
 TU0182                          STATION RECOVERY (1979)
 TU0182
 TU0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0222 ***********************************************************************
 TU0222  DESIGNATION -  P 6 RESET 1962
 TU0222  PID         -  TU0222
 TU0222  STATE/COUNTY-  HI/MAUI
 TU0222  USGS QUAD   -  PAIA (1997)
 TU0222
 TU0222                         *CURRENT SURVEY CONTROL
 TU0222  ___________________________________________________________________
 TU0222* NAD 83(1986)-  20 53 37.     (N)    156 26 12.     (W)     SCALED    
 TU0222* LOCAL TIDAL -        13.308  (meters)      43.66   (feet)  ADJUSTED  
 TU0222  ___________________________________________________________________
 TU0222  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU0222
 TU0222  VERT ORDER  -  FIRST     CLASS I
 TU0222
 TU0222.This mark is at Kahului Airport  (OGG)
 TU0222
 TU0222.The horizontal coordinates were scaled from a topographic map and have
 TU0222.an estimated accuracy of +/- 6 seconds.
 TU0222
 TU0222.The orthometric height was determined by differential leveling
 TU0222.and adjusted by the National Geodetic Survey in December 2003..
 TU0222.No vertical observational check was made to the station.
 TU0222
 TU0222.The geoid height was determined by GEOID03.
 TU0222
 TU0222;                    North         East    Units  Estimated Accuracy
 TU0222;SPC HI 2     -    62,050.      523,930.      MT  (+/- 180 meters Scaled)
 TU0222
 TU0222                          SUPERSEDED SURVEY CONTROL
 TU0222
 TU0222.No superseded survey control is available for this station.
 TU0222
 TU0222_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ666125(NAD 83)
 TU0222_MARKER: DB = BENCH MARK DISK
 TU0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0222_SP_SET: BUILDING
 TU0222_STAMPING: P 6 RESET 1962
 TU0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0222
 TU0222  HISTORY     - Date     Condition        Report By
 TU0222  HISTORY     - 1962     MONUMENTED       CGS
 TU0222  HISTORY     - 1968     GOOD             CGS
 TU0222  HISTORY     - 1973     GOOD             NGS
 TU0222  HISTORY     - 1979     GOOD             NGS
 TU0222
 TU0222                          STATION DESCRIPTION
 TU0222
 TU0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0222'2 MI ENE FROM KAHULUI.
 TU0222'LOCATED IN FRONT OF THE WEATHER BUREAU AND CONTROL TOWER BUILDING AT
 TU0222'THE KAHULUI AIRPORT, 5-1/2 FEET SOUTHWEST OF WALL, IN FRONT OF DOOR
 TU0222'LEADING TO CONTROL TOWER, IN SOUTHWEST CORNER OF A 6 X 16-FOOT
 TU0222'CONCRETE LANDING ALONG SOUTHWEST SIDE OF THE BUILDING, ABOUT 5 INCHES
 TU0222'HIGHER THAN SIDEWALK AND CEMENTED IN A DRILL HOLE 1 FOOT NORTH FROM
 TU0222'SOUTHWEST CORNER OF THE CONCRETE LANDING.
 TU0222
 TU0222                          STATION RECOVERY (1973)
 TU0222
 TU0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TU0222'RECOVERED IN GOOD CONDITION.
 TU0222
 TU0222                          STATION RECOVERY (1979)
 TU0222
 TU0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3118 ***********************************************************************
 TU3118  DESIGNATION -  PA LAHAINA WIRELESS POLE
 TU3118  PID         -  TU3118
 TU3118  STATE/COUNTY-  HI/MAUI
 TU3118  USGS QUAD   -  LAHAINA (1992)
 TU3118
 TU3118                         *CURRENT SURVEY CONTROL
 TU3118  ___________________________________________________________________
 TU3118* NAD 83(1993)-  20 52 56.49097(N)    156 41 12.99917(W)     ADJUSTED  
 TU3118* LOCAL TIDAL -                                                        
 TU3118  ___________________________________________________________________
 TU3118  EPOCH DATE  -        1993.62
 TU3118  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 TU3118  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU3118
 TU3118  HORZ ORDER  -  THIRD
 TU3118
 TU3118.The horizontal coordinates were established by classical geodetic methods
 TU3118.and adjusted by the National Geodetic Survey in December 1998..
 TU3118.The horizontal coordinates are valid at the epoch date displayed above.
 TU3118.The epoch date for horizontal control is a decimal equivalence
 TU3118.of Year/Month/Day.
 TU3118
 TU3118
 TU3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3118
 TU3118.The geoid height was determined by GEOID03.
 TU3118
 TU3118;                    North         East     Units Scale Factor Converg.
 TU3118;SPC HI 2     -    60,781.780   497,890.158   MT  0.99996672   -0 00 26.0
 TU3118;UTM  04      - 2,310,860.027   740,630.087   MT  1.00031563   +0 49 29.6
 TU3118
 TU3118                          SUPERSEDED SURVEY CONTROL
 TU3118
 TU3118  NAD 83(1986)-  20 52 56.45005(N)    156 41 12.97360(W) AD(       ) 4
 TU3118  OLD HI      -  20 53 07.81300(N)    156 41 23.08500(W) AD(       ) 3
 TU3118
 TU3118.Superseded values are not recommended for survey control.
 TU3118.NGS no longer adjusts projects to the OLD HI datum.
 TU3118.See file dsdata.txt to determine how the superseded data were derived.
 TU3118
 TU3118_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4063010860(NAD 83)
 TU3118
 TU3118  HISTORY     - Date     Condition        Report By
 TU3118  HISTORY     - UNK      MONUMENTED
 TU3118  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3118
 TU3118                          STATION DESCRIPTION
 TU3118
 TU3118'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3118'STATION NOT VISITED.  SIGNAL PLAINLY VISIBLE AND IN GOOD
 TU3118'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1778 ***********************************************************************
 TU1778  DESIGNATION -  PAA
 TU1778  PID         -  TU1778
 TU1778  STATE/COUNTY-  HI/KAUAI
 TU1778  USGS QUAD   -  KOLOA (1996)
 TU1778
 TU1778                         *CURRENT SURVEY CONTROL
 TU1778  ___________________________________________________________________
 TU1778* NAD 83(1993)-  21 53 26.73408(N)    159 26 24.23576(W)     ADJUSTED  
 TU1778* LOCAL TIDAL -       105.     (meters)     344.     (feet)  SCALED    
 TU1778  ___________________________________________________________________
 TU1778  EPOCH DATE  -        1993.62
 TU1778  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 TU1778  GEOID HEIGHT-          15.16  (meters)                     GEOID03
 TU1778
 TU1778  HORZ ORDER  -  THIRD
 TU1778
 TU1778.The horizontal coordinates were established by classical geodetic methods
 TU1778.and adjusted by the National Geodetic Survey in December 1998..
 TU1778.The horizontal coordinates are valid at the epoch date displayed above.
 TU1778.The epoch date for horizontal control is a decimal equivalence
 TU1778.of Year/Month/Day.
 TU1778
 TU1778.The orthometric height was scaled from a topographic map.
 TU1778
 TU1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1778
 TU1778.The geoid height was determined by GEOID03.
 TU1778
 TU1778;                    North         East     Units Scale Factor Converg.
 TU1778;SPC HI 4     -     6,359.849   506,193.634   MT  0.99999047   +0 01 20.4
 TU1778;UTM  04      - 2,420,800.732   454,541.037   MT  0.99962553   -0 09 50.7
 TU1778
 TU1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1778!SPC HI 4     -   0.99998111  x   0.99999047  =   0.99997158
 TU1778!UTM  04      -   0.99998111  x   0.99962553  =   0.99960665
 TU1778
 TU1778:                Primary Azimuth Mark                     Grid Az
 TU1778:SPC HI 4     -  KOA                                      074 24 40.3
 TU1778:UTM  04      -  KOA                                      074 35 51.4
 TU1778
 TU1778|---------------------------------------------------------------------|
 TU1778| PID    Reference Object                     Distance      Geod. Az  |
 TU1778|                                                           dddmmss.s |
 TU1778| TU1787 KOA                                 APPROX. 5.3 KM 0742600.7 |
 TU1778| TU1776 AL                                  APPROX. 2.1 KM 1180025.6 |
 TU1778| TU1765 MAKAHUENA POINT LIGHT               APPROX. 2.4 KM 1914727.3 |
 TU1778| CJ8898 PAA RM 1                                           21300     |
 TU1778| TU1779 HIGH GABLE                          APPROX. 2.4 KM 2161506.2 |
 TU1778| TU1782 NUK                                 APPROX. 2.8 KM 2341655.6 |
 TU1778| TU1783 EAST GABLE                          APPROX. 3.2 KM 2455019.3 |
 TU1778| TU1784 SMALL WHITE HOUSE                   APPROX. 3.8 KM 2541714.3 |
 TU1778| CJ8899 PAA RM 2                                           28026     |
 TU1778| TU1780 KOLOA CHURCH SPIRE                  APPROX. 1.8 KM 2815333.8 |
 TU1778| CJ8900 PAA RM 3                                           32254     |
 TU1778|---------------------------------------------------------------------|
 TU1778
 TU1778                          SUPERSEDED SURVEY CONTROL
 TU1778
 TU1778  NAD 83(1986)-  21 53 26.71903(N)    159 26 24.27371(W) AD(       ) 3
 TU1778  OLD HI      -  21 53 38.01200(N)    159 26 34.32700(W) AD(       ) 3
 TU1778
 TU1778.Superseded values are not recommended for survey control.
 TU1778.NGS no longer adjusts projects to the OLD HI datum.
 TU1778.See file dsdata.txt to determine how the superseded data were derived.
 TU1778
 TU1778_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5454120801(NAD 83)
 TU1778
 TU1778  HISTORY     - Date     Condition        Report By
 TU1778  HISTORY     - 1910     MONUMENTED       CGS
 TU1778  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1778  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1778  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1778
 TU1778                          STATION DESCRIPTION
 TU1778
 TU1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1778'IN SOUTHERN PART OF KAUAI, ABOUT 2 MILES SOUTHEAST OF KOLOA, ON
 TU1778'A CONSPICUOUS ROUND-TOPPED HILL.  IDENTICAL WITH A HAWAIIAN
 TU1778'GOVERNMENT SURVEY STATION, BUT NOT WITH THEIR STATION PAA, WHICH
 TU1778'IS ON LOWER GROUND ABOUT 1 MILE TO THE SOUTH.  HILL IS IDENTIFIED
 TU1778'BY THE STEEL IRRIGATION PIPE LINE RUNNING UP ITS NORTH
 TU1778'SIDE.  STATION IS IN THE LANTANA NEAR THE EAST EDGE OF THE
 TU1778'ROUNDING SUMMIT, AND NEAR THE RIM OF A SMALL CRATER.
 TU1778'APPROACHED BY ROAD TO STABLES AT FOOT OF HILL, THENCE BY TRAIL
 TU1778'ALONG PIPE LINE.  MARKED BY 4 BY 6 INCH POST SET IN
 TU1778'GROUND AND PROJECTING ABOUT 1 FOOT.  REFERENCE MARKS
 TU1778'ARE STAKES AT THE FOLLOWING AZIMUTHS--133 DEG 00 MIN.  200
 TU1778'DEG 27 MIN.  AND 242 DEG 54 MIN.
 TU1778
 TU1778                          STATION RECOVERY (1961)
 TU1778
 TU1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU1778'THE ORIGINAL STATION HAS BEEN DESTROYED BY SUGAR CANE OPERATIONS.
 TU1778'
 TU1778'A NEW STATION WITH THE SAME NAME HAS BEEN ESTABLISHED BY THE
 TU1778'HGS, BUT IS NOT IN THE SAME LOCATION AS THE ORIGINAL ONE.
 TU1778
 TU1778                          STATION RECOVERY (1965)
 TU1778
 TU1778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1778'STATION IS GONE, APPARENTLY DESTROYED LONG AGO.  THE HAWAII
 TU1778'TERRITORIAL SURVEY ESABLISHED A NEW STATION IN 1930 WITHIN A
 TU1778'FEW FEET OF THE ORIGINAL POINT, BUT COULD NOT FIND THE OLD
 TU1778'STATION MARK AT THAT TIME.
 TU1778
 TU1778                          STATION RECOVERY (2005)
 TU1778
 TU1778'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2653 ***********************************************************************
 TU2653  DESIGNATION -  PAAUHAU 1877
 TU2653  PID         -  TU2653
 TU2653  STATE/COUNTY-  HI/HAWAII
 TU2653  USGS QUAD   -  HONOKAA (1995)
 TU2653
 TU2653                         *CURRENT SURVEY CONTROL
 TU2653  ___________________________________________________________________
 TU2653* NAD 83(1993)-  20 03 49.47480(N)    155 26 38.88383(W)     ADJUSTED  
 TU2653* LOCAL TIDAL -       412.7    (meters)    1354.     (feet)  VERT ANG  
 TU2653  ___________________________________________________________________
 TU2653  EPOCH DATE  -        1993.62
 TU2653  LAPLACE CORR-         -11.19  (seconds)                    DEFLEC99
 TU2653  GEOID HEIGHT-          20.41  (meters)                     GEOID03
 TU2653
 TU2653  HORZ ORDER  -  SECOND
 TU2653
 TU2653.The horizontal coordinates were established by classical geodetic methods
 TU2653.and adjusted by the National Geodetic Survey in December 1998..
 TU2653.The horizontal coordinates are valid at the epoch date displayed above.
 TU2653.The epoch date for horizontal control is a decimal equivalence
 TU2653.of Year/Month/Day.
 TU2653
 TU2653.The orthometric height was determined by vertical angle observations.
 TU2653
 TU2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2653
 TU2653.The geoid height was determined by GEOID03.
 TU2653
 TU2653;                    North         East     Units Scale Factor Converg.
 TU2653;SPC HI 1     -   136,199.734   505,843.622   MT  0.99996709   +0 01 09.0
 TU2653;UTM  05      - 2,220,406.413   244,374.151   MT  1.00040771   -0 50 20.2
 TU2653
 TU2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2653!SPC HI 1     -   0.99993192  x   0.99996709  =   0.99989902
 TU2653!UTM  05      -   0.99993192  x   1.00040771  =   1.00033961
 TU2653
 TU2653:                Primary Azimuth Mark                     Grid Az
 TU2653:SPC HI 1     -  PAAUHAU SUGAR CO STACK                   020 09 44.9
 TU2653:UTM  05      -  PAAUHAU SUGAR CO STACK                   021 01 14.1
 TU2653
 TU2653|---------------------------------------------------------------------|
 TU2653| PID    Reference Object                     Distance      Geod. Az  |
 TU2653|                                                           dddmmss.s |
 TU2653| TU2652 PAAUHAU SUGAR CO STACK              APPROX. 2.8 KM 0201053.9 |
 TU2653| TU2643 PAAUILO STACK                       APPROX. 8.9 KM 0990202.1 |
 TU2653|---------------------------------------------------------------------|
 TU2653
 TU2653                          SUPERSEDED SURVEY CONTROL
 TU2653
 TU2653  NAD 83(1986)-  20 03 49.45940(N)    155 26 38.88136(W) AD(       ) 2
 TU2653  OLD HI      -  20 04 00.48700(N)    155 26 48.88300(W) AD(       ) 2
 TU2653
 TU2653.Superseded values are not recommended for survey control.
 TU2653.NGS no longer adjusts projects to the OLD HI datum.
 TU2653.See file dsdata.txt to determine how the superseded data were derived.
 TU2653
 TU2653_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4437420406(NAD 83)
 TU2653
 TU2653  HISTORY     - Date     Condition        Report By
 TU2653  HISTORY     - 1877     MONUMENTED       COASUR
 TU2653  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2653  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2653  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2653  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2653
 TU2653                          STATION DESCRIPTION
 TU2653
 TU2653'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2653'ON NORTHERN COAST OF HAWAII, IN HAMAKUA DISTRICT, IN LAND OF
 TU2653'PAAUHAU, 150 METERS NORTHWEST OF THE WEHA-PAAUHAU GULCH, ON
 TU2653'A POORLY DEFINED FLAT-TOPPED HILL WHICH RISES GENTLY TO THE
 TU2653'SOUTHEAST OF THE PLANTATION CAMP CALLED PAAUHAU MAUKA AND WHICH
 TU2653'IS ABOUT 1/3 MILE FROM THE STATION.  PAAUHAU MAUKA IS ABOUT
 TU2653'3/4 MILE ABOVE THE MAIN GOVERNMENT ROAD, ABOUT 1-1/4 MILES
 TU2653'INSHORE FROM THE PAAUHAU MILL, AND BETWEEN HONOKAA AND PAAUILO
 TU2653'POST OFFICES.  TO REACH STATION, PROCEED ALONG THE GOVERNMENT
 TU2653'ROAD FROM EITHER HONOKAA OR PAAUILO POST OFFICE UNTIL THE
 TU2653'ROAD IS REACHED WHICH TURNS DOWN TO PAAUHAU POST OFFICE AND
 TU2653'MILL.  150 METERS FROM THIS ROAD INTERSECTION TOWARD PAAUILO
 TU2653'POST OFFICE (OR TO THE NORTHEAST) IS A ROAD LEADING UP THE
 TU2653'MOUNTAIN.  400 METERS UP THIS ROAD IS THE CAMP PAAUHAU
 TU2653'MAUKA.  CONTINUE ALONG, CROSSING THE PLANTATION RAILROAD, AND
 TU2653'ABOUT 140 METERS BEYOND THE TRACKS IS A ROAD TURNING LEFT TO
 TU2653'A YELLOW HOUSE, OCCUPIED IN 1913 BY DR. S. R. BROWN, PAAHAU
 TU2653'PLANTATION.  FOLLOW THIS ROAD UNTIL IT TURNS INTO A YARD,
 TU2653'PROCEED ALONG OUTSIDE OF FENCE IN FRONT OF HOUSE AND ALONG
 TU2653'TRAIL INTO CANE IN SAME DIRECTION AS FENCE.  IN ALL GO ABOUT
 TU2653'430 METERS FROM THE ROAD INTERSECTION, THEN TURN TO LEFT AT
 TU2653'RIGHT ANGLES AND PROCEED 50 METERS TO STATION.  FROM THE
 TU2653'STATION PAAUHAU MAUKA BEARS N. 35 DEG W., DISTANT ABOUT 1/3
 TU2653'MILE.  DOCTOR BROWNS HOUSE BEARS N. 15 DEG E. DISTANT ABOUT
 TU2653'275 METERS.  ORIGINAL MARK WAS A GRANITE POST SET IN
 TU2653'CONCRETE.  NOW MARKED BY CONCRETE CYLINDER, 6 INCHES IN
 TU2653'DIAMETER, ITS TOP FLUSH WITH GROUND, AND CENTERED WITH A
 TU2653'COPPER PLATE, UNITED STATES GEOLOGICAL SURVEY.  A CAIRN WAS
 TU2653'BUILT OVER THE STATION.
 TU2653
 TU2653                          STATION RECOVERY (1948)
 TU2653
 TU2653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2653'THE ORIGINAL STATION, A GRANITE POST SET IN CONCRETE, WAS NOT
 TU2653'RECOVERED.  IN 1913 MR. E. R. HAND OF THE U.S.C. AND
 TU2653'G.S. REPORTED RECOVERING A BRONZE DISK OF THE U.S. GEOLOGICAL
 TU2653'SURVEY.  IN 1929 THE HAWAIIAN GOVERNMENT SURVEY REPORTED
 TU2653'RECOVERING A SURVEY BRONZE DISK.  ALSO IN 1929 THE HAWAIIAN
 TU2653'GOVERNMENT SURVEY SURROUNDED THE STATION DISK BY A 6 FOOT
 TU2653'SQUARE SLAB OF CONCRETE WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 TU2653'SOIL.  A 2-1/2 INCH IRON PIPE PROJECTS ABOUT 18 INCHES FROM
 TU2653'THE TOP OF THIS PLATFORM AND WAS USED AS THE STATION ON THIS
 TU2653'1948 SURVEY.  A NEW DESCRIPTION FOLLOWS--
 TU2653'
 TU2653'THE STATION IS LOCATED IN A CANE FIELD ABOUT 2 MILES SOUTHEAST
 TU2653'OF HONOKAA, ABOUT 2 MILES SOUTH SOUTHWEST OF PAAUHAU, ABOUT 0.6 MILE
 TU2653'WEST OF THE ROAD WHICH RUNS BETWEEN HILO AND HONOKAA, ABOUT
 TU2653'500 FEET NORTHWEST OF THE WEHA PAAUHAU GULCH AND ABOUT 300 FEET
 TU2653'SOUTHEAST OF A FIELD ROAD.
 TU2653'
 TU2653'TO REACH FROM THE POST OFFICE IN HONOKAA.  GO SOUTHEASTERLY, ON
 TU2653'THE ROAD WHICH LEADS TOWARD HILO, FOR 0.4 MILE.  CONTINUE
 TU2653'STRAIGHT AHEAD, SOUTHEASTERLY, FOR 0.6 MILE.  TAKE THE LEFT
 TU2653'HAND FORK AND GO SOUTHEASTERLY, TOWARD HILO, FOR 0.7 MILE TO A
 TU2653'CONCRETE OVERPASS.  CROSS OVER THE OVERPASS, TURN RIGHT, ONTO
 TU2653'A DIRT ROAD, AND GO SOUTHERLY FOR 0.2 MILE TO A T ROAD
 TU2653'INTERSECTION.  TURN LEFT, SOUTHEAST, AND GO 0.1 MILE.  TURN
 TU2653'RIGHT, SOUTH, AND GO 0.3 MILE TO THE END OF TRUCK TRAVEL.
 TU2653'FROM THIS POINT PACK SOUTHEASTERLY, THROUGH A CANE FIELD, FOR
 TU2653'ABOUT 300 FEET TO THE STATION.
 TU2653'
 TU2653'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2653'ABOUT 18 INCHES FROM THE TOP OF A 6 FOOT SQUARE CONCRETE
 TU2653'PLATFORM.  THE PLATFORM PROJECTS ABOUT 1 FOOT ABOVE THE SOIL.
 TU2653'
 TU2653'NO REFERENCE MARKS WERE SET AT THIS STATION.
 TU2653'
 TU2653'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED
 TU2653'BY W.H. BARRINGER IN MARCH 1911.  REMARKED BY BRONZE TABLET
 TU2653'CENTERED IN TOP OF ORIGINAL GRANITE POST.  ELEVATION STAMPED 1348.
 TU2653
 TU2653                          STATION RECOVERY (1966)
 TU2653
 TU2653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2653'STATION WAS RECOVERED IN POOR CONDITION.  THE TYPE B-1 SIGNAL
 TU2653'WAS FOUND TO HAVE BEEN PUSHED ABOUT 6 FEET NORTH BY CANE-FIELD
 TU2653'MACHINERY, AND THE STATION MARK, A USGS DISK, COULD BE SEEN IN
 TU2653'A 7-INCH, OVAL-SHAPED ROCK LAYING IN THE DEPRESSION IN THE
 TU2653'CENTER OF THE CONCRETE PLATFORM.  FURTHER INVESTIGATION PROVED
 TU2653'THE ROCK TO BE THE TOP PART OF THE ORIGINAL GRANITE POST,
 TU2653'SNAPPED OFF AT ITS 5-INCH-DIAMETER NECK.  THE GRANITE POST WAS
 TU2653'FOUND VERY SOLIDLY EMBEDDED IN A LARGE MASS OF CONCRETE AND
 TU2653'NOT SHIFTED.  A NEW STATION MARK WAS SET IN THE TOP OF THE
 TU2653'GRANITE POST.  NO REFERENCE MARKS WERE SET BECAUSE SUGAR
 TU2653'CANE IS PLANTED UP TO THE STATION ON ALL SIDES.  A COMPLETE
 TU2653'DESCRIPTION FOLLOWS--
 TU2653'
 TU2653'STATION IS LOCATED IN CANE FIELD, ABOUT 2 MILES SOUTHEAST OF
 TU2653'HONOKAA AND 1/2-MILE SOUTHEAST OF THE JUNCTION OF STATE
 TU2653'HIGHWAYS 19 AND 24, AT ABOUT 1354 FEET ELEVATION, ALONG THE
 TU2653'WEST SIDE OF KAHAWAILIILII GULCH, 1/4 MILE SOUTHWEST OF A
 TU2653'CHURCH AND CEMETERY.
 TU2653'
 TU2653'TO REACH STATION FROM PAAUILO, GO WEST ON STATE HIGHWAY 19 FOR
 TU2653'5.3 MILES TO CROSSROAD AT MILEPOST HILO 39 MI.  TURN LEFT, GO
 TU2653'25 YARDS AND TURN LEFT AGAIN.  GO EAST 0.35 MILE TO FORK BY GAS
 TU2653'STATION.  TAKE RIGHT FORK AND GO 0.1 MILE TO OLD CHURCH.  PASS
 TU2653'ALONG RIGHT SIDE OF CHURCH AND CEMETERY AND FOLLOW FIELD ROAD UP
 TU2653'ALONG WEST SIDE OF GULCH FOR 0.3 MILE TO END OF TRUCK
 TU2653'TRAVEL.  WALK WESTERLY ACROSS CANE FIELD ABOUT 250 YARDS TO
 TU2653'STATION.
 TU2653'
 TU2653'STATION MARK IS A STANDARD DISK STAMPED PAAUHAU HGS 1877 1966,
 TU2653'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE 5-INCH-DIAMETER
 TU2653'NECK ON TOP OF AN 8-INCH-SQUARE GRANITE POST THAT IS SET IN A
 TU2653'LARGE MASS OF CONCRETE ABOUT 4 FEET IN DIAMETER AND FLUSH WITH
 TU2653'GROUND.  THE MARK PROJECTS ABOUT 1 INCH ABOVE CONCRETE.
 TU2653'
 TU2653'NOTE--OFFICIALS OF THE PAAUHAU SUGAR CO. PLAN TO
 TU2653'RE-ESTABLISH THE 6-FOOT-SQUARE CONCRETE PLATFORM OF THE TYPE
 TU2653'B-1 SIGNAL OVER THE STATION MARK AFTER THE PRESENT SUGAR CANE
 TU2653'CROP IS HARVESTED ABOUT MARCH, 1968.
 TU2653
 TU2653                          STATION RECOVERY (1967)
 TU2653
 TU2653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2653'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2652 ***********************************************************************
 TU2652  DESIGNATION -  PAAUHAU SUGAR CO STACK
 TU2652  PID         -  TU2652
 TU2652  STATE/COUNTY-  HI/HAWAII
 TU2652  USGS QUAD   -  HONOKAA (1995)
 TU2652
 TU2652                         *CURRENT SURVEY CONTROL
 TU2652  ___________________________________________________________________
 TU2652* NAD 83(1993)-  20 05 13.89043(N)    155 26 06.04094(W)     ADJUSTED  
 TU2652* LOCAL TIDAL -                                                        
 TU2652  ___________________________________________________________________
 TU2652  EPOCH DATE  -        1993.62
 TU2652  LAPLACE CORR-         -12.06  (seconds)                    DEFLEC99
 TU2652  GEOID HEIGHT-          19.54  (meters)                     GEOID03
 TU2652
 TU2652  HORZ ORDER  -  THIRD
 TU2652
 TU2652.The horizontal coordinates were established by classical geodetic methods
 TU2652.and adjusted by the National Geodetic Survey in December 1998..
 TU2652.The horizontal coordinates are valid at the epoch date displayed above.
 TU2652.The epoch date for horizontal control is a decimal equivalence
 TU2652.of Year/Month/Day.
 TU2652
 TU2652
 TU2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2652
 TU2652.The geoid height was determined by GEOID03.
 TU2652
 TU2652;                    North         East     Units Scale Factor Converg.
 TU2652;SPC HI 1     -   138,795.897   506,796.893   MT  0.99996724   +0 01 20.4
 TU2652;UTM  05      - 2,222,989.130   245,366.652   MT  1.00040145   -0 50 12.3
 TU2652
 TU2652                          SUPERSEDED SURVEY CONTROL
 TU2652
 TU2652  NAD 83(1986)-  20 05 13.87906(N)    155 26 06.03501(W) AD(       ) 4
 TU2652  OLD HI      -  20 05 24.91600(N)    155 26 16.03700(W) AD(       ) 3
 TU2652
 TU2652.Superseded values are not recommended for survey control.
 TU2652.NGS no longer adjusts projects to the OLD HI datum.
 TU2652.See file dsdata.txt to determine how the superseded data were derived.
 TU2652
 TU2652_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC4536722989(NAD 83)
 TU2652
 TU2652  HISTORY     - Date     Condition        Report By
 TU2652  HISTORY     - UNK      MONUMENTED
 TU2652  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU2652  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2652  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2652
 TU2652                          STATION DESCRIPTION
 TU2652
 TU2652'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU2652'STATION RECOVERED AND FOUND IN GOOD CONDITION.  STATION IS A GREY
 TU2652'METAL STACK OWNED BY PAAUHAU SUGAR PLANTATION LOCATED ON NORTHERN
 TU2652'COAST OF ISLAND OF HAWAII, ABOUT 1/2 MILE INLAND.
 TU2652
 TU2652                          STATION RECOVERY (1948)
 TU2652
 TU2652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2652'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2652'
 TU2652'THE STATION IS THE CENTER OF A BLACK STEEL STACK ABOUT 7 FEET IN
 TU2652'DIAMETER AND ABOUT 130 FEET IN HEIGHT.
 TU2652'
 TU2652'THE STACK IS LOCATED ON A STONE PLATFORM ON THE SOUTHEAST SIDE OF
 TU2652'THE PAAUHAU SUGAR COMPANY BOILER HOUSE.
 TU2652'
 TU2652'THE STATION IS ABOUT 2.0 MILES EAST NORTHEAST OF HONOKAA AND ABOUT
 TU2652'0.2 MILE SOUTHWEST OF PAAUHAU LANDING.
 TU2652
 TU2652                          STATION RECOVERY (1966)
 TU2652
 TU2652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2652'STATION WAS RECOVERED.  IT IS THE TALL SILVER STACK WITH BLACK TOP
 TU2652'SECTION, LOCATED AT THE PAAUHAU SUGAR MILL AT PAAUHAU VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2601 ***********************************************************************
 TU2601  DESIGNATION -  PACK 1928
 TU2601  PID         -  TU2601
 TU2601  STATE/COUNTY-  HI/HAWAII
 TU2601  USGS QUAD   -  PUU HINAI (1997)
 TU2601
 TU2601                         *CURRENT SURVEY CONTROL
 TU2601  ___________________________________________________________________
 TU2601* NAD 83(1993)-  19 58 19.89214(N)    155 49 16.21125(W)     ADJUSTED  
 TU2601* LOCAL TIDAL -        70.     (meters)     230.     (feet)  SCALED    
 TU2601  ___________________________________________________________________
 TU2601  EPOCH DATE  -        1993.62
 TU2601  LAPLACE CORR-          11.74  (seconds)                    DEFLEC99
 TU2601  GEOID HEIGHT-          21.18  (meters)                     GEOID03
 TU2601
 TU2601  HORZ ORDER  -  THIRD
 TU2601
 TU2601.The horizontal coordinates were established by classical geodetic methods
 TU2601.and adjusted by the National Geodetic Survey in December 1998..
 TU2601.The horizontal coordinates are valid at the epoch date displayed above.
 TU2601.The epoch date for horizontal control is a decimal equivalence
 TU2601.of Year/Month/Day.
 TU2601
 TU2601.The orthometric height was scaled from a topographic map.
 TU2601
 TU2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2601
 TU2601.The geoid height was determined by GEOID03.
 TU2601
 TU2601;                    North         East     Units Scale Factor Converg.
 TU2601;SPC HI 1     -   126,096.194   466,385.604   MT  0.99998063   -0 06 34.9
 TU2601;UTM  05      - 2,210,888.323   204,747.009   MT  1.00067761   -0 57 51.5
 TU2601
 TU2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2601!SPC HI 1     -   0.99998567  x   0.99998063  =   0.99996630
 TU2601!UTM  05      -   0.99998567  x   1.00067761  =   1.00066327
 TU2601
 TU2601                          SUPERSEDED SURVEY CONTROL
 TU2601
 TU2601  NAD 83(1986)-  19 58 19.87960(N)    155 49 16.22257(W) AD(       ) 3
 TU2601  OLD HI      -  19 58 31.33400(N)    155 49 26.15300(W) AD(       ) 3
 TU2601
 TU2601.Superseded values are not recommended for survey control.
 TU2601.NGS no longer adjusts projects to the OLD HI datum.
 TU2601.See file dsdata.txt to determine how the superseded data were derived.
 TU2601
 TU2601_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0474710888(NAD 83)
 TU2601_MARKER: Z = SEE DESCRIPTION
 TU2601_SETTING: 0 = UNSPECIFIED SETTING
 TU2601
 TU2601  HISTORY     - Date     Condition        Report By
 TU2601  HISTORY     - 1928     MONUMENTED       CGS
 TU2601  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2601
 TU2601                          STATION DESCRIPTION
 TU2601
 TU2601'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2601'NEAR NORTHWEST COAST OF HAWAII, IN SOUTH KOHALA DISTRICT, AT AN
 TU2601'APPROXIMATE ELEVATION OF 225 FEET, IN A LARGE OUTCROPPING OF
 TU2601'ROCK ON TOP OF A SMALL ROUNDED ROCKY KNOLL ABOUT 1,800 METERS
 TU2601'DUE EAST OF PUAKO POINT, AND ABOUT 1,000 METERS DUE EAST OF THE
 TU2601'TOWN OF PUAKO.  THE COUNTRY AROUND THIS STATION IS VERY UNIFORM
 TU2601'IN CHARACTER, CONSISTING OF ROLLING HILLS PARTIALLY COVERED
 TU2601'WITH ALGEROBA BUSHES.  THE STATION CAN BEST BE RECOVERED FROM
 TU2601'STATION PUAKO.  MARKED BY A BRONZE HYDROGRAPHIC DISK SET IN
 TU2601'THE OUTCROPPING BEDROCK.
 TU2601
 TU2601                          STATION RECOVERY (1968)
 TU2601
 TU2601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2601'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  LOCATED
 TU2601'ABOUT 4-1/2 MILES SOUTH OF KAWAIHAE HARBOR, 3/4-MILE EAST OF
 TU2601'PUAKO BAY AND 800 FEET SOUTHEAST OF STATION PUAKO NEW 1948,
 TU2601'ALONG THE SOUTH SIDE OF A TRACK ROAD, ON A SMALL ROUNDED KNOLL
 TU2601'OF ABOUT 231 FEET ELEVATION.
 TU2601'
 TU2601'TO REACH STATION FROM THE POST OFFICE IN KAWAIHAE, GO SOUTHERLY
 TU2601'ON THE MAIN ROAD FOR 1.55 MILES TO FORK AND SIGN PUAKO.  TAKE
 TU2601'RIGHT FORK AND GO 3.9 MILES TO CROSSROAD WHERE MACADAM ROAD
 TU2601'TURNS RIGHT AND THE ROAD LEFT LEADS TO A GARBAGE DUMP.  CONTINUE
 TU2601'AHEAD, ON ROUGH TRACK ROAD, FOR 0.1 MILE TO WIRE GATE.  PASS
 TU2601'THROUGH GATE AND CONTINUE FOR 0.2 MILE TO SECOND GATE.  PASS
 TU2601'THROUGH GATE AND CONTINUE AHEAD FOR 0.2 MILE TO STATION ON
 TU2601'RIGHT.
 TU2601'
 TU2601'STATION MARK IS A TOPOGRAPHIC SURVEY DISK, UNSTAMPED, CEMENTED
 TU2601'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 16 INCHES ABOVE
 TU2601'GROUND.  IT IS 5 FEET NORTH OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1595 ***********************************************************************
 TU1595  DESIGNATION -  PAD
 TU1595  PID         -  TU1595
 TU1595  STATE/COUNTY-  HI/HONOLULU
 TU1595  USGS QUAD   -  KAENA (1983)
 TU1595
 TU1595                         *CURRENT SURVEY CONTROL
 TU1595  ___________________________________________________________________
 TU1595* NAD 83(1993)-  21 34 20.39948(N)    158 16 00.44356(W)     ADJUSTED  
 TU1595* LOCAL TIDAL -       274.5    (meters)     901.     (feet)  VERT ANG  
 TU1595  ___________________________________________________________________
 TU1595  EPOCH DATE  -        1993.62
 TU1595  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 TU1595  GEOID HEIGHT-          14.52  (meters)                     GEOID03
 TU1595
 TU1595  HORZ ORDER  -  FIRST
 TU1595
 TU1595.The horizontal coordinates were established by classical geodetic methods
 TU1595.and adjusted by the National Geodetic Survey in December 1998..
 TU1595.The horizontal coordinates are valid at the epoch date displayed above.
 TU1595.The epoch date for horizontal control is a decimal equivalence
 TU1595.of Year/Month/Day.
 TU1595
 TU1595.The orthometric height was determined by vertical angle observations.
 TU1595
 TU1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1595
 TU1595.The geoid height was determined by GEOID03.
 TU1595
 TU1595;                    North         East     Units Scale Factor Converg.
 TU1595;SPC HI 3     -    44,939.358   472,369.070   MT  0.99999943   -0 05 53.1
 TU1595;UTM  04      - 2,385,670.051   575,908.910   MT  0.99967120   +0 16 10.5
 TU1595
 TU1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1595!SPC HI 3     -   0.99995458  x   0.99999943  =   0.99995401
 TU1595!UTM  04      -   0.99995458  x   0.99967120  =   0.99962579
 TU1595
 TU1595:                Primary Azimuth Mark                     Grid Az
 TU1595:SPC HI 3     -  BATH RM 3                                034 39 31.0
 TU1595:UTM  04      -  BATH RM 3                                034 17 27.4
 TU1595
 TU1595|---------------------------------------------------------------------|
 TU1595| PID    Reference Object                     Distance      Geod. Az  |
 TU1595|                                                           dddmmss.s |
 TU1595| TU0562 BATH RM 3                           APPROX. 0.7 KM 0343337.9 |
 TU1595| CJ8901 PAD RM 1                             20.361 METERS 07504     |
 TU1595| TU1589 KAENA POINT RADIO MAST              APPROX. 2.3 KM 1201912.6 |
 TU1595| CJ8902 PAD RM 2                              7.005 METERS 14239     |
 TU1595| TU1596 PUEO                                221.556 METERS 29959     |
 TU1595|---------------------------------------------------------------------|
 TU1595
 TU1595                          SUPERSEDED SURVEY CONTROL
 TU1595
 TU1595  NAD 83(1986)-  21 34 20.34872(N)    158 16 00.45576(W) AD(       ) 1
 TU1595  OLD HI      -  21 34 31.75990(N)    158 16 10.36260(W) AD(       ) 1
 TU1595
 TU1595.Superseded values are not recommended for survey control.
 TU1595.NGS no longer adjusts projects to the OLD HI datum.
 TU1595.See file dsdata.txt to determine how the superseded data were derived.
 TU1595
 TU1595_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7590985670(NAD 83)
 TU1595_MARKER: Z = SEE DESCRIPTION
 TU1595_SETTING: 0 = UNSPECIFIED SETTING
 TU1595
 TU1595  HISTORY     - Date     Condition        Report By
 TU1595  HISTORY     - 1969     MONUMENTED       CGS
 TU1595
 TU1595                          STATION DESCRIPTION
 TU1595
 TU1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1595'STATION IS LOCATED ABOUT 1.0 MILE EAST OF THE MOST NORTHWESTERLY
 TU1595'POINT OF THE ISLAND OF OAHU AND IS ON THE KAENA POINT TRACKING
 TU1595'STATION AND IS NEAR SUB STATION BUILDING NO. 41.
 TU1595'
 TU1595'TO REACH FROM THE POST OFFICE IN WAIANAE, GO NORTH ON THE HIGHWAY
 TU1595'FOR 7.0 MILES TO THE KANEANA CAVE ON THE RIGHT AND A PARKING AREA
 TU1595'ON THE LEFT, CONTINUE NORTHERLY ON THE HIGHWAY FOR 2.35 MILES TO
 TU1595'A SIDE ROAD ON THE RIGHT AND SIGN ON THE RIGHT KAENA PT TRACKING
 TU1595'STATION ETC., TURN RIGHT AND FOLLOW PAVED ROAD UPHILL FOR 2.1
 TU1595'MILES TO A GUARD SHACK ON THE LEFT WHICH IS JUST BEFORE REACHING
 TU1595'A T-ROAD, TURN LEFT AND FOLLOW PAVED ROAD WESTERLY ALONG THE
 TU1595'TOP OF THE RIDGE FOR 2.0 MILES TO THE END OF THE ROAD AND THE
 TU1595'STATION AS DESCRIBED.
 TU1595'
 TU1595'STATION MARK IS A STANDARD DISK, STAMPED PAD 1969, CEMENTED IN
 TU1595'A DRILL HOLE IN A 4 X 4 FOOT CONCRETE PAD WHICH IS FLUSH WITH
 TU1595'THE GROUND SURFACE.  IT IS 77.0 FEET WEST-NORTHWEST OF THE NORTH
 TU1595'GATE POST OF A METAL GATE, 34.0 FEET NORTH-NORTHWEST OF NORTHEAST
 TU1595'CORNER OF A METAL, WIRE MESH FENCE AND 11.4 FEET WEST-SOUTHWEST
 TU1595'OF A WITNESS POST.
 TU1595'
 TU1595'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PAD NO 1 1969,
 TU1595'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP WHICH IS ON
 TU1595'THE EXTREME EAST EDGE OF THE HILL.  IT IS 84.4 FEET NORTHEAST OF
 TU1595'A FENCE CORNER, 69.0 FEET NORTH OF A METAL FENCE, 55.3 FEET
 TU1595'EAST-NORTHEAST OF THE WITNESS POST AND 7.8 FEET NORTH OF A METAL
 TU1595'FENCE.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU1595'
 TU1595'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PAD NO 2 1969,
 TU1595'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 4-1/2 X
 TU1595'4-1/2 FOOT CONCRETE PAD WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 TU1595'IS 54.2 FEET WEST OF THE GATE, 21.5 FEET SOUTH-SOUTHEAST OF THE
 TU1595'NORTHEAST CORNER OF THE FENCE, 20.5 FEET NORTH OF THE NORTHWEST
 TU1595'CORNER OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2365 ***********************************************************************
 TU2365  DESIGNATION -  PAHALA HAWAIIAN AG CO STACK
 TU2365  PID         -  TU2365
 TU2365  STATE/COUNTY-  HI/HAWAII
 TU2365  USGS QUAD   -  PAHALA (1995)
 TU2365
 TU2365                         *CURRENT SURVEY CONTROL
 TU2365  ___________________________________________________________________
 TU2365* NAD 83(1993)-  19 11 49.54399(N)    155 28 36.30951(W)     ADJUSTED  
 TU2365* LOCAL TIDAL -                                                        
 TU2365  ___________________________________________________________________
 TU2365  EPOCH DATE  -        1993.62
 TU2365  LAPLACE CORR-         -11.01  (seconds)                    DEFLEC99
 TU2365  GEOID HEIGHT-          20.53  (meters)                     GEOID03
 TU2365
 TU2365  HORZ ORDER  -  THIRD
 TU2365
 TU2365.The horizontal coordinates were established by classical geodetic methods
 TU2365.and adjusted by the National Geodetic Survey in December 1998..
 TU2365.The horizontal coordinates are valid at the epoch date displayed above.
 TU2365.The epoch date for horizontal control is a decimal equivalence
 TU2365.of Year/Month/Day.
 TU2365
 TU2365
 TU2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2365
 TU2365.The geoid height was determined by GEOID03.
 TU2365
 TU2365;                    North         East     Units Scale Factor Converg.
 TU2365;SPC HI 1     -    40,264.481   502,444.783   MT  0.99996674   +0 00 27.5
 TU2365;UTM  05      - 2,124,487.588   239,566.499   MT  1.00043849   -0 48 53.5
 TU2365
 TU2365                          SUPERSEDED SURVEY CONTROL
 TU2365
 TU2365  NAD 83(1986)-  19 11 49.52281(N)    155 28 36.35324(W) AD(       ) 4
 TU2365  OLD HI      -  19 12 00.36500(N)    155 28 46.36800(W) AD(       ) 3
 TU2365
 TU2365.Superseded values are not recommended for survey control.
 TU2365.NGS no longer adjusts projects to the OLD HI datum.
 TU2365.See file dsdata.txt to determine how the superseded data were derived.
 TU2365
 TU2365_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3956624488(NAD 83)
 TU2365
 TU2365  HISTORY     - Date     Condition        Report By
 TU2365  HISTORY     - 1914     MONUMENTED       CGS
 TU2365  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2365  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2365  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2365
 TU2365                          STATION DESCRIPTION
 TU2365
 TU2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2365'IN SOUTHERN PART OF HAWAII.  AT PHALA, THE HIGHER AND MORE
 TU2365'EASTERLY OF THE TWO STACKS AT THE SUGAR MILL BELONGING TO THE
 TU2365'HAWAIIAN AGRICULTURAL CO.
 TU2365
 TU2365                          STATION RECOVERY (1929)
 TU2365
 TU2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2365'THE HIGHER AND MOST EASTERLY OF TWO, TALL, WHITE COLORED, STACKS
 TU2365'AT THE SUGAR MILL AT PAHALA BELONGING TO THE HAWAIIAN
 TU2365'AGRICULTURAL COMPANY.  THE MILL BUILDINGS ARE WHITE, AND THE
 TU2365'BUILDINGS AND THE STACKS ARE THE MOST PROMINENT STRUCTURES
 TU2365'ALONG THIS PART OF THE COAST, SHOWING VERY CLEARLY AGAINST A
 TU2365'BACKGROUND OF DARK GREEN TREES.  THEY ARE 3 MILES INLAND AND
 TU2365'800 FEET ABOVE SEA LEVEL.
 TU2365
 TU2365                          STATION RECOVERY (1949)
 TU2365
 TU2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2365'THE STATION IS THE TALLER AND MOST EASTERLY OF TWO SMOKE STACKS
 TU2365'AT THE SUGAR MILL OWNED BY THE HAWAIIAN AGRICULTURE COMPANY IN
 TU2365'THE VILLAGE OF PHALA.
 TU2365'
 TU2365'THE STACK IS 140 FEET HIGH AND HAS A DIAMETER OF ABOUT 7
 TU2365'FEET.  IT IS CONSTRUCTED OF STEEL AND IS PAINTED SILVER.  IT
 TU2365'RISES FROM THE TROUGH OF THE ROOF BETWEEN THE BOILER HOUSE
 TU2365'AND MILL.
 TU2365
 TU2365                          STATION RECOVERY (1967)
 TU2365
 TU2365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2365'STATION IS GONE.  THE STACK HAS BEEN DEMOLISHED AND ONLY THE
 TU2365'WESTERLY 1 OF THE 2 ORIGINAL STACKS STILL STANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2366 ***********************************************************************
 TU2366  DESIGNATION -  PAHALA HAWAIIAN AG CO MILL STK
 TU2366  PID         -  TU2366
 TU2366  STATE/COUNTY-  HI/HAWAII
 TU2366  USGS QUAD   -  PAHALA (1995)
 TU2366
 TU2366                         *CURRENT SURVEY CONTROL
 TU2366  ___________________________________________________________________
 TU2366* NAD 83(1993)-  19 11 49.59977(N)    155 28 37.52320(W)     ADJUSTED  
 TU2366* LOCAL TIDAL -                                                        
 TU2366  ___________________________________________________________________
 TU2366  EPOCH DATE  -        1993.62
 TU2366  LAPLACE CORR-         -11.01  (seconds)                    DEFLEC99
 TU2366  GEOID HEIGHT-          20.54  (meters)                     GEOID03
 TU2366
 TU2366  HORZ ORDER  -  THIRD
 TU2366
 TU2366.The horizontal coordinates were established by classical geodetic methods
 TU2366.and adjusted by the National Geodetic Survey in December 1998..
 TU2366.The horizontal coordinates are valid at the epoch date displayed above.
 TU2366.The epoch date for horizontal control is a decimal equivalence
 TU2366.of Year/Month/Day.
 TU2366
 TU2366
 TU2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2366
 TU2366.The geoid height was determined by GEOID03.
 TU2366
 TU2366;                    North         East     Units Scale Factor Converg.
 TU2366;SPC HI 1     -    40,266.192   502,409.328   MT  0.99996674   +0 00 27.1
 TU2366;UTM  05      - 2,124,489.809   239,531.056   MT  1.00043872   -0 48 53.9
 TU2366
 TU2366                          SUPERSEDED SURVEY CONTROL
 TU2366
 TU2366  NAD 83(1986)-  19 11 49.57796(N)    155 28 37.56468(W) AD(       ) 4
 TU2366  OLD HI      -  19 12 00.41940(N)    155 28 47.57410(W) AD(       ) 3
 TU2366
 TU2366.Superseded values are not recommended for survey control.
 TU2366.NGS no longer adjusts projects to the OLD HI datum.
 TU2366.See file dsdata.txt to determine how the superseded data were derived.
 TU2366
 TU2366_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3953124490(NAD 83)
 TU2366
 TU2366  HISTORY     - Date     Condition        Report By
 TU2366  HISTORY     - 1967     MONUMENTED       CGS
 TU2366
 TU2366                          STATION DESCRIPTION
 TU2366
 TU2366'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2366'LOCATED IN SOUTHERN PART OF THE ISLAND, IN PAHALA VILLAGE, AT THE
 TU2366'HAWAIIAN AGRICULTURE CO. SUGAR MILL.
 TU2366'
 TU2366'STATION IS THE CENTER OF THE TALL, STEEL STACK ABOUT 125 FEET
 TU2366'HIGH, BROWN-COLORED WITH BLACK TOP SECTION, AND SUPPORTED BY 3 SETS
 TU2366'OF GUY CABLES.  IT SETS BETWEEN THE FIRST TWO GABLE ROOFS AT THE
 TU2366'SOUTHWEST END OF THE ROW OF 4 GABLE ROOFS WHICH COVER THE LARGE,
 TU2366'MAIN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2369 ***********************************************************************
 TU2369  DESIGNATION -  PAHALA W BASE RM 3
 TU2369  PID         -  TU2369
 TU2369  STATE/COUNTY-  HI/HAWAII
 TU2369  USGS QUAD   -  PAHALA (1995)
 TU2369
 TU2369                         *CURRENT SURVEY CONTROL
 TU2369  ___________________________________________________________________
 TU2369* NAD 83(1993)-  19 09 35.35343(N)    155 29 18.14810(W)     ADJUSTED  
 TU2369* LOCAL TIDAL -        40.9    (meters)     134.     (feet)  VERT ANG  
 TU2369  ___________________________________________________________________
 TU2369  EPOCH DATE  -        1993.62
 TU2369  LAPLACE CORR-         -10.56  (seconds)                    DEFLEC99
 TU2369  GEOID HEIGHT-          19.57  (meters)                     GEOID03
 TU2369
 TU2369  HORZ ORDER  -  SECOND
 TU2369
 TU2369.The horizontal coordinates were established by classical geodetic methods
 TU2369.and adjusted by the National Geodetic Survey in December 1998..
 TU2369.The horizontal coordinates are valid at the epoch date displayed above.
 TU2369.The epoch date for horizontal control is a decimal equivalence
 TU2369.of Year/Month/Day.
 TU2369
 TU2369.The orthometric height was determined by vertical angle observations.
 TU2369
 TU2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2369
 TU2369.The geoid height was determined by GEOID03.
 TU2369
 TU2369;                    North         East     Units Scale Factor Converg.
 TU2369;SPC HI 1     -    36,138.353   501,222.861   MT  0.99996669   +0 00 13.7
 TU2369;UTM  05      - 2,120,377.453   238,284.918   MT  1.00044677   -0 49 01.8
 TU2369
 TU2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2369!SPC HI 1     -   0.99999049  x   0.99996669  =   0.99995719
 TU2369!UTM  05      -   0.99999049  x   1.00044677  =   1.00043726
 TU2369
 TU2369|---------------------------------------------------------------------|
 TU2369| PID    Reference Object                     Distance      Geod. Az  |
 TU2369|                                                           dddmmss.s |
 TU2369| TU2368 PAHALA WEST BASE                    156.618 METERS 10749     |
 TU2369| TU2363 KAMEHAME NEW                        APPROX. 2.9 KM 1250604.5 |
 TU2369|---------------------------------------------------------------------|
 TU2369
 TU2369                          SUPERSEDED SURVEY CONTROL
 TU2369
 TU2369  NAD 83(1986)-  19 09 35.33394(N)    155 29 18.19308(W) AD(       ) 2
 TU2369  OLD HI      -  19 09 46.16900(N)    155 29 28.20700(W) AD(       ) 2
 TU2369
 TU2369.Superseded values are not recommended for survey control.
 TU2369.NGS no longer adjusts projects to the OLD HI datum.
 TU2369.See file dsdata.txt to determine how the superseded data were derived.
 TU2369
 TU2369_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3828520377(NAD 83)
 TU2369
 TU2369  HISTORY     - Date     Condition        Report By
 TU2369  HISTORY     - 1949     MONUMENTED       CGS
 TU2369
 TU2369                          STATION DESCRIPTION
 TU2369
 TU2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 TU2369'SEE STATION PAHALA WEST BASE (HTS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2368 ***********************************************************************
 TU2368  DESIGNATION -  PAHALA WEST BASE
 TU2368  PID         -  TU2368
 TU2368  STATE/COUNTY-  HI/HAWAII
 TU2368  USGS QUAD   -  PAHALA (1995)
 TU2368
 TU2368                         *CURRENT SURVEY CONTROL
 TU2368  ___________________________________________________________________
 TU2368* NAD 83(1993)-  19 09 33.79519(N)    155 29 13.04507(W)     ADJUSTED  
 TU2368* LOCAL TIDAL -        36.7    (meters)     120.     (feet)  VERT ANG  
 TU2368  ___________________________________________________________________
 TU2368  EPOCH DATE  -        1993.62
 TU2368  LAPLACE CORR-         -10.55  (seconds)                    DEFLEC99
 TU2368  GEOID HEIGHT-          19.53  (meters)                     GEOID03
 TU2368
 TU2368  HORZ ORDER  -  SECOND
 TU2368
 TU2368.The horizontal coordinates were established by classical geodetic methods
 TU2368.and adjusted by the National Geodetic Survey in December 1998..
 TU2368.The horizontal coordinates are valid at the epoch date displayed above.
 TU2368.The epoch date for horizontal control is a decimal equivalence
 TU2368.of Year/Month/Day.
 TU2368
 TU2368.The orthometric height was determined by vertical angle observations.
 TU2368
 TU2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2368
 TU2368.The geoid height was determined by GEOID03.
 TU2368
 TU2368;                    North         East     Units Scale Factor Converg.
 TU2368;SPC HI 1     -    36,090.451   501,371.969   MT  0.99996669   +0 00 15.4
 TU2368;UTM  05      - 2,120,327.396   238,433.395   MT  1.00044581   -0 49 00.0
 TU2368
 TU2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2368!SPC HI 1     -   0.99999116  x   0.99996669  =   0.99995785
 TU2368!UTM  05      -   0.99999116  x   1.00044581  =   1.00043697
 TU2368
 TU2368|---------------------------------------------------------------------|
 TU2368| PID    Reference Object                     Distance      Geod. Az  |
 TU2368|                                                           dddmmss.s |
 TU2368| CN5976 PAHALA W BASE RM 1                    5.744 METERS 18350     |
 TU2368| TU2431 PUNALUU                             APPROX. 2.7 KM 2472447.8 |
 TU2368| TU2369 PAHALA W BASE RM 3                  156.618 METERS 28749     |
 TU2368| CN5977 PAHALA W BASE RM 2                    6.115 METERS 31149     |
 TU2368|---------------------------------------------------------------------|
 TU2368
 TU2368                          SUPERSEDED SURVEY CONTROL
 TU2368
 TU2368  NAD 83(1986)-  19 09 33.77564(N)    155 29 13.09009(W) AD(       ) 2
 TU2368  OLD HI      -  19 09 44.61100(N)    155 29 23.10400(W) AD(       ) 2
 TU2368
 TU2368.Superseded values are not recommended for survey control.
 TU2368.NGS no longer adjusts projects to the OLD HI datum.
 TU2368.See file dsdata.txt to determine how the superseded data were derived.
 TU2368
 TU2368_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3843320327(NAD 83)
 TU2368
 TU2368  HISTORY     - Date     Condition        Report By
 TU2368  HISTORY     - 1949     MONUMENTED       HITS
 TU2368  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2368
 TU2368                          STATION DESCRIPTION
 TU2368
 TU2368'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (LCW)
 TU2368'THE STATION IS LOCATED ON OPEN PASTURE LAND ABOUT 2-1/2 MILES
 TU2368'SOUTH SOUTHWEST OF PAHALA, ABOUT 2 MILES NORTHEAST OF PUNALUU,
 TU2368'ABOUT 1.7 MILES NORTH OF THE OCEAN, ABOUT 1 MILE SOUTHEAST OF THE
 TU2368'ROAD WHICH RUNS BETWEEN NAALEHU AND HILO, ABOUT 300 YARDS
 TU2368'SOUTHEAST OF A WOODEN WATER TANK, ABOUT 200 YARDS NORTH OF A SMALL
 TU2368'STREAM AND ABOUT 100 YARDS SOUTHEAST OF A WIRE FENCE.
 TU2368'
 TU2368'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO EASTERLY, ON THE
 TU2368'ROAD WHICH LEADS TOWARD HILO, FOR 3.5 MILES.  PASS THE SUGAR MILL,
 TU2368'IN THE VILLAGE OF HONUAPO, AND CONTINUE NORTHEASTERLY, TOWARD
 TU2368'HILO, FOR 6.7 MILES.  TURN SHARP RIGHT, ONTO THE OLD HIGHWAY, AND
 TU2368'GO SOUTHERLY FOR 0.1 MILE.  TURN LEFT, PASS THROUGH A BOARD GATE,
 TU2368'AND GO SOUTHEAST, ACROSS THE PASTURE, FOR 1.2 MILES TO A WIRE
 TU2368'FENCE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 TU2368'SOUTHEASTERLY FOR ABOUT 100 YARDS TO THE STATION.
 TU2368'
 TU2368'THE STATION IS THE CENTER OF A 2 INCH HOLE IN THE TOP OF A
 TU2368'CONCRETE PYRAMID WHICH HAS A BASE OF ABOUT 2-1/2 FEET AND IS ABOUT
 TU2368'2 FEET IN HEIGHT.
 TU2368'
 TU2368'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WEST BASE
 TU2368'NO 1 1949, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 TU2368'6 INCHES AND IS LOCATED ABOUT 2 FEET LOWER THAN THE STATION.
 TU2368'
 TU2368'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WEST BASE
 TU2368'NO 2 1949, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 TU2368'1 FOOT AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2368
 TU2368                          STATION RECOVERY (1967)
 TU2368
 TU2368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2368'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2368'WOODEN WATER TANK MENTIONED IN ORIGINAL DESCRIPTION IS GONE.  A
 TU2368'COMPLETE DESCRIPTION FOLLOWS--
 TU2368'
 TU2368'STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF PUNALUU, 2-1/2 MILES
 TU2368'SOUTH-SOUTHEAST OF PAHALA AND 1 MILE SOUTHEAST OF STATE HIGHWAY
 TU2368'11, AT ABOUT 120 FEET ELEVATION ON A SLIGHT RISE IN VERY BRUSHY
 TU2368'PASTURE LAND, 500 FEET SOUTHEAST OF A WIRE FENCE.
 TU2368'
 TU2368'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTH ON
 TU2368'PIKAKE ST. FOR 0.2 MILE.  TURN RIGHT ON STATE HIGHWAY 15 AND GO
 TU2368'0.85 MILE TO JUNCTION WITH STATE HIGHWAY 11.  TURN RIGHT AND GO
 TU2368'SOUTHWEST ON STATE HIGHWAY 11 FOR 2.2 MILES TO DIAGONAL, MACADAM
 TU2368'CROSSROAD.  GO LEFT 30 YARDS TO BOARD GATE.  PASS THROUGH GATE
 TU2368'AND GO 0.15 MILE TO BOARD GATE ON LEFT (THE LEFT 1 OF 2).  PASS
 TU2368'THROUGH GATE AND FOLLOW FIELD ROAD SOUTHEAST 0.3 MILE.  PASS
 TU2368'THROUGH METAL GATE AND CONTINUE 0.35 MILE TO WHERE ROAD BEARS
 TU2368'LEFT, OPPOSITE A BOARD GATE ON RIGHT.  CONTINUE ON THE ROAD
 TU2368'LEFT FOR 0.3 MILE TO END OF TRUCK TRAVEL WHERE ROAD COMES TO FENCE
 TU2368'ON RIGHT ON A 30 DEG ANGLE.  WALK SOUTHEAST ACROSS VERY
 TU2368'BRUSHY AREA FOR 500 FEET TO STATION.
 TU2368'
 TU2368'STATION MARK IS THE CENTER OF A 2-1/4-INCH HOLE IN THE TOP OF A
 TU2368'TRIANGULAR, CONCRETE PYRAMID, 3 FEET ON EACH SIDE AT THE BASE,
 TU2368'ABOUT 28 INCHES HIGH, AND 9 INCHES ON EACH SIDE AT THE TOP.  THE
 TU2368'WORDS WEST BASE 1904 ARE INSCRIBED IN THE CONCRETE ON THE
 TU2368'SOUTHEAST SIDE OF PYRAMID.  STATION IS 3 FEET SOUTHEAST OF A CAIRN
 TU2368'WITH A 7-FOOT 2 X 4 IN ITS CENTER.
 TU2368'
 TU2368'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WEST BASE
 TU2368'NO 1 1949, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT
 TU2368'PROJECTS 6 INCHES AND IS 2 FEET LOWER THAN STATION MARK, HIDDEN
 TU2368'IN BRUSH AND GRASS.
 TU2368'
 TU2368'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WEST BASE
 TU2368'NO 2 1949, CEMENTED IN A DRILL HOLE IN AN OPEN, LAVA AREA FLUSH
 TU2368'WITH GROUND AND ABOUT 4 INCHES HIGHER THAN STATION.
 TU2368'
 TU2368'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED WEST BASE
 TU2368'NO 3 1949, CEMENTED IN A DRILL HOLE IN BROWN BEDROCK AREA FLUSH
 TU2368'WITH GROUND IN PASTURE, 15 FEET NORTHWEST OF FENCE LINE AND 130
 TU2368'FEET SOUTHWEST ALONG FENCE FROM END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1711 ***********************************************************************
 TU1711  DESIGNATION -  PAHEEHEE 1875
 TU1711  PID         -  TU1711
 TU1711  STATE/COUNTY-  HI/HONOLULU
 TU1711  USGS QUAD   -  WAIANAE (1983)
 TU1711
 TU1711                         *CURRENT SURVEY CONTROL
 TU1711  ___________________________________________________________________
 TU1711* NAD 83(1993)-  21 26 43.68186(N)    158 10 11.67088(W)     ADJUSTED  
 TU1711* LOCAL TIDAL -       199.     (meters)     653.     (feet)  SCALED    
 TU1711  ___________________________________________________________________
 TU1711  EPOCH DATE  -        1993.62
 TU1711  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 TU1711  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1711
 TU1711  HORZ ORDER  -  THIRD
 TU1711
 TU1711.The horizontal coordinates were established by classical geodetic methods
 TU1711.and adjusted by the National Geodetic Survey in December 1998..
 TU1711.The horizontal coordinates are valid at the epoch date displayed above.
 TU1711.The epoch date for horizontal control is a decimal equivalence
 TU1711.of Year/Month/Day.
 TU1711
 TU1711.The orthometric height was scaled from a topographic map.
 TU1711
 TU1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1711
 TU1711.The geoid height was determined by GEOID03.
 TU1711
 TU1711;                    North         East     Units Scale Factor Converg.
 TU1711;SPC HI 3     -    30,878.320   482,387.640   MT  0.99999383   -0 03 43.6
 TU1711;UTM  04      - 2,371,677.827   586,014.070   MT  0.99969142   +0 18 12.6
 TU1711
 TU1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1711!SPC HI 3     -   0.99996628  x   0.99999383  =   0.99996011
 TU1711!UTM  04      -   0.99996628  x   0.99969142  =   0.99965771
 TU1711
 TU1711                          SUPERSEDED SURVEY CONTROL
 TU1711
 TU1711  NAD 83(1986)-  21 26 43.63066(N)    158 10 11.68354(W) AD(       ) 3
 TU1711  OLD HI      -  21 26 54.90800(N)    158 10 21.54300(W) AD(       ) 3
 TU1711
 TU1711.Superseded values are not recommended for survey control.
 TU1711.NGS no longer adjusts projects to the OLD HI datum.
 TU1711.See file dsdata.txt to determine how the superseded data were derived.
 TU1711
 TU1711_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8601471678(NAD 83)
 TU1711
 TU1711  HISTORY     - Date     Condition        Report By
 TU1711  HISTORY     - 1875     MONUMENTED       HIGS
 TU1711  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1711
 TU1711                          STATION DESCRIPTION
 TU1711
 TU1711'DESCRIBED BY HAWAII GEODETIC SURVEY 1875
 TU1711'ON SUMMIT OF RIDGE IN WAIANAE KAI, SOUTHEAST OF POKAI VILLAGE,
 TU1711'ABOUT 8000 FEET EAST OF KANEILIO POINT.  MARKED BY COPPER BOLT
 TU1711'IN CENTER OF CROSS CUT IN ROCK, WITH CAIRN OF STONES OVER IT.
 TU1711
 TU1711                          STATION RECOVERY (1964)
 TU1711
 TU1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1711'STATION IS DESTROYED.  AT THE DISTANCE AND AZIMUTH OF THE
 TU1711'STATION FROM PAHEEHEE NEW 1927 THERE ARE SCATTERED ROCKS,
 TU1711'POSSIBLY THE REMAINS OF A CAIRN, BUT NO MARK WAS FOUND.
 TU1711'
 TU1711'A STONE WITH A LARGE CHISELED CROSS, WITH A 1-INCH DRILL HOLE
 TU1711'IN ITS CENTER, WAS FOUND NEAR THE ORIGINAL LOCATION OF PAHEEHEE
 TU1711'(USE), HOWEVER IT HAS AN IRON PIPE INSTEAD OF A BRASS BOLT IN
 TU1711'THE HOLE.  BECAUSE OF THE RATHER SMALL SIZE OF THE ROCK IT IS
 TU1711'POSSIBLE THAT IT MIGHT BE THE OLD MARK, MOVED TO THE PRESENT
 TU1711'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1714 ***********************************************************************
 TU1714  DESIGNATION -  PAHEEHEE NEW
 TU1714  PID         -  TU1714
 TU1714  STATE/COUNTY-  HI/HONOLULU
 TU1714  USGS QUAD   -  WAIANAE (1983)
 TU1714
 TU1714                         *CURRENT SURVEY CONTROL
 TU1714  ___________________________________________________________________
 TU1714* NAD 83(1993)-  21 26 43.65141(N)    158 10 11.82219(W)     ADJUSTED  
 TU1714* LOCAL TIDAL -       198.7    (meters)     652.     (feet)  VERT ANG  
 TU1714  ___________________________________________________________________
 TU1714  EPOCH DATE  -        1993.62
 TU1714  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 TU1714  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1714
 TU1714  HORZ ORDER  -  FIRST
 TU1714
 TU1714.The horizontal coordinates were established by classical geodetic methods
 TU1714.and adjusted by the National Geodetic Survey in December 1998..
 TU1714.The horizontal coordinates are valid at the epoch date displayed above.
 TU1714.The epoch date for horizontal control is a decimal equivalence
 TU1714.of Year/Month/Day.
 TU1714
 TU1714.The orthometric height was determined by vertical angle observations.
 TU1714
 TU1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1714
 TU1714.The geoid height was determined by GEOID03.
 TU1714
 TU1714;                    North         East     Units Scale Factor Converg.
 TU1714;SPC HI 3     -    30,877.388   482,383.282   MT  0.99999383   -0 03 43.7
 TU1714;UTM  04      - 2,371,676.868   586,009.719   MT  0.99969141   +0 18 12.6
 TU1714
 TU1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1714!SPC HI 3     -   0.99996632  x   0.99999383  =   0.99996016
 TU1714!UTM  04      -   0.99996632  x   0.99969141  =   0.99965775
 TU1714
 TU1714|---------------------------------------------------------------------|
 TU1714| PID    Reference Object                     Distance      Geod. Az  |
 TU1714|                                                           dddmmss.s |
 TU1714| TU1712 PAHEEHEE USE 1927                     5.148 METERS 07520     |
 TU1714| TU1713 DRILL HOLE CROSS ON ROCK 1964         5.101 METERS 07532     |
 TU1714| TU1741 NANAKULI KAISER CEMENT PLT TK       APPROX. 5.3 KM 1475600.3 |
 TU1714| TU1739 MAILI USN RADIO CEN MAST OF 3       APPROX. 1.9 KM 1505436.5 |
 TU1714| TU1692 MAILI USN RADIO STA W TWR OF 7      APPROX. 2.9 KM 1553653.8 |
 TU1714| TU1691 PUU O HULU NORTH                    APPROX. 4.8 KM 1623630.5 |
 TU1714| TU1708 PUU O HULU MAKAI RESET              APPROX. 4.9 KM 1795219.5 |
 TU1714| CJ8903 PAHEEHEE NEW RM 1                     9.127 METERS 25440     |
 TU1714| CJ8904 PAHEEHEE NEW RM 2                     2.938 METERS 28758     |
 TU1714|---------------------------------------------------------------------|
 TU1714
 TU1714                          SUPERSEDED SURVEY CONTROL
 TU1714
 TU1714  NAD 83(1986)-  21 26 43.59995(N)    158 10 11.83415(W) AD(       ) 1
 TU1714  OLD HI      -  21 26 54.99447(N)    158 10 21.72982(W) AD(       ) 1
 TU1714
 TU1714.Superseded values are not recommended for survey control.
 TU1714.NGS no longer adjusts projects to the OLD HI datum.
 TU1714.See file dsdata.txt to determine how the superseded data were derived.
 TU1714
 TU1714_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8601071677(NAD 83)
 TU1714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1714_SETTING: 66 = SET IN ROCK OUTCROP
 TU1714
 TU1714  HISTORY     - Date     Condition        Report By
 TU1714  HISTORY     - 1927     MONUMENTED       CGS
 TU1714  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1714  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1714
 TU1714                          STATION DESCRIPTION
 TU1714
 TU1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1714'IN WESTERN PART OF OAHU, ON PUU PAHEEHEE, AT EASTERN END OF RIDGE
 TU1714'DIRECTLY EAST OF WAIANAE, JUST BEFORE IT DROPS DOWN TO THE SADDLE,
 TU1714'ABOUT 1-1/4 MILES EAST OF WAIANAE.  MARKED ACCORDING TO NOTE 2, A
 TU1714'STANDARD DISK STATION MARK IN OUTCROPPING BEDROCK.  STATION
 TU1714'PAHEEHEE (U.S.E.) WAS FOUND, MARKED BY BRASS PLATE IN CONCRETE
 TU1714'IN 5-INCH PIPE.  IT IS 5.148 METERS (16.89 FEET) FROM STATION IN
 TU1714'AZIMUTH 255 DEG 20 MIN.  REFERENCE MARKS, NOTE 12A, STANDARD
 TU1714'REFERENCE DISKS IN OUTCROPPING BEDROCK, ARE AT THE FOLLOWING
 TU1714'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 9.124 METERS
 TU1714'(29.93 FEET), 74 DEG 40 MIN.  NO. 2, 2.928 METERS (9.61 FEET),
 TU1714'107 DEG 59 MIN.  RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1714
 TU1714                          STATION RECOVERY (1964)
 TU1714
 TU1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1714'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU1714'5-INCH SOIL PIPE WITH BRASS PLATE IN TOP THAT MARKED PAHEEHEE
 TU1714'(USE) WAS FOUND LAYING ON TOP OF THE GROUND BY STATION.  A DRILL
 TU1714'HOLE IN THE MIDDLE OF A CROSS WAS FOUND IN THE TOP OF A ROCK.  IT
 TU1714'RESEMBLES THE DESCRIPTION OF PAHEEHEE 1875 BUT IS LOCATED AT
 TU1714'NEARLY THE AZIMUTH AND DISTANCE AS PAHEEHEE (USE) FROM THE
 TU1714'STATION.  THE ROCK IS 1 FOOT THICK AND 16 INCHES IN DIAMETER
 TU1714'AND SETS ON TOP OF THE GROUND SO MIGHT HAVE BEEN MOVED.  IT IS
 TU1714'SURROUNDED BY SCATTERED BOULDERS BELIEVED TO BE THE
 TU1714'REMAINS OF A CAIRN.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1714'
 TU1714'STATION IS LOCATED ABOUT 1 MILE EAST OF WAIANAE, ON THE EAST END
 TU1714'OF PAHEEHEE RIDGE AT ABOUT 652 FEET ELEVATION.
 TU1714'
 TU1714'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH 1
 TU1714'BLOCK ON FARRINGTON HIGHWAY.  TURN RIGHT AND GO EASTERLY ON LUALUALE
 TU1714'HOMESTEAD ROAD FOR 1.1 MILES TO TOP OF GRADE.  GO LEFT ON DIRT
 TU1714'ROAD FOR 0.05 MILE TO END OF TRUCK TRAVEL.  GO THROUGH FENCE AND
 TU1714'PICK WAY UP STEEP, BRUSHY HILLSIDE FOR ABOUT 1/2-MILE TO TOP AND
 TU1714'STATION.  A 1/2-HOUR PACK.
 TU1714'
 TU1714'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 TU1714'BEDROCK FLUSH WITH GROUND.  IT IS ON THE LAST KNOLL AT EAST END
 TU1714'OF THE RIDGE.  THERE IS A TYPE A HAWAII TERRITORIAL SURVEY SIGNAL
 TU1714'CENTERED OVER THE MARK.  THE CONCRETE PLATFORM IS 30 INCHES ABOVE
 TU1714'GROUND AND A METAL TARGET EXTENDS 7 FEET ABOVE THE PLATFORM.
 TU1714'
 TU1714'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PAHEEHEE NO
 TU1714'1, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND, AT
 TU1714'ABOUT SAME ELEVATION AS STATION.  IT IS USUALLY COVERED WITH GRASS
 TU1714'AND WEEDS.
 TU1714'
 TU1714'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PAHEEHEE NO
 TU1714'2, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS
 TU1714'1.2 FEET LOWER THAN STATION MARK AND USUALLY COVERED WITH GRASS
 TU1714'AND WEEDS.
 TU1714'
 TU1714'DRILL HOLE IN CROSS ON ROCK IS A 1-INCH-DIAMETER HOLE, WITH STUB
 TU1714'OF IRON PIPE DRIVEN INTO IT, AT THE CENTER OF A 4-INCH, CHISELED
 TU1714'CROSS ON THE TOP OF A 16-INCH-DIAMETER, FLAT ROCK, 1 FOOT
 TU1714'THICK.  IT IS ABOUT FLUSH WITH THE SURROUNDING ROCKS AND IS ABOUT
 TU1714'1 FOOT HIGHER THAN STATION MARK.
 TU1714
 TU1714                          STATION RECOVERY (1969)
 TU1714
 TU1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1714'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE DRILL HOLE WERE
 TU1714'RECOVERED AS DESCRIBED AND IN GOOD CONDITION, A COMPLETE
 TU1714'DESCRIPTION FOLLOWS--
 TU1714'
 TU1714'STATION IS LOCATED 4-1/2 MILES NORTHEAST OF NANAKULI, 3-1/2 MILES
 TU1714'SOUTHEAST OF MAKAHA, 1 MILE EAST OF WAIANAE, ON PAHEEHEE RIDGE
 TU1714'0.2 MILE EAST OF THE WEST END OF THE RIDGE.
 TU1714'
 TU1714'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE, GO
 TU1714'NORTHWEST ON STATE HIGHWAY 90, (FARRINGTON HIGHWAY), FOR 0.05 MILE
 TU1714'TO THE JUNCTION OF LUALUAEI ROAD, TURN RIGHT ON LUALUAEI ROAD FOR
 TU1714'1.0 MILE TO A TRACK ROAD ON THE LEFT AT THE TOP OF THE GRADE, TURN
 TU1714'LEFT AND FOLLOW TRACK ROAD FOR 0.35 MILE TO THE BASE OF PAHEEHEE
 TU1714'RIDGE AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY TO THE
 TU1714'TOP OF THE RIDGE, THEN BEAR RIGHT, EASTERLY TO WHERE THE RIDGE
 TU1714'DROPS OFF AND THE STATION IN THE CENTER OF THE RIDGE.  A 45
 TU1714'MINUTE BACK PACK.
 TU1714'
 TU1714'STATION MARK IS A STANDARD DISK STAMPED PAHEEHEE 1927, CEMENTED IN
 TU1714'A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  A
 TU1714'TYPE A SIGNAL, BUILT BY THE HAWAII TERRITORIAL SURVEY IS CENTERED
 TU1714'OVER THE MARK, THE CONCRETE PLATFORM OF THE SIGNAL IS 5-1/2 FEET
 TU1714'SQUARE AND PROJECTS 3 FEET ABOVE THE GROUND.
 TU1714'
 TU1714'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PAHEEHEE NO 1,
 TU1714'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND
 TU1714'SURFACE, ABOUT THE SAME ELEVATION AS THE STATION, AND IN A FOOT
 TU1714'TRAIL IN THE CENTER OF THE RIDGE.
 TU1714'
 TU1714'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PAHEEHEE NO 2,
 TU1714'CEMENTED IN A DRILL HOLE IN BEDROCK, FLUSH WITH THE GROUND SURFACE,
 TU1714'ABOUT 1 FOOT LOWER THAN THE STATION, AND 6 FEET NORTHWEST OF THE
 TU1714'NORTHWEST CORNER OF THE TYPE A SIGNAL.
 TU1714'
 TU1714'DRILL HOLE IN CROSS ON ROCK IS A 1-INCH DIAMETER HOLE, WITH
 TU1714'STUB OF LEAD PIPE DRIVEN INTO IT, AT THE CENTER OF A 4-INCH
 TU1714'CHISELED CROSS ON THE TOP OF AN 18-INCH DIAMETER, FLAT ROCK, WHICH
 TU1714'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE AND ABOUT 1 FOOT HIGHER
 TU1714'THAN THE STATION MARK.
 TU1714'
 TU1714'NOTE--NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 TU1714'
 TU1714'HEIGHT OF LIGHT ABOVE STATION MARK 7.5 FEET.
 TU1714'
 TU1714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1714'1 MILE EAST OF WAIANAE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1712 ***********************************************************************
 TU1712  DESIGNATION -  PAHEEHEE USE 1927
 TU1712  PID         -  TU1712
 TU1712  STATE/COUNTY-  HI/HONOLULU
 TU1712  USGS QUAD   -  WAIANAE (1983)
 TU1712
 TU1712                         *CURRENT SURVEY CONTROL
 TU1712  ___________________________________________________________________
 TU1712* NAD 83(1993)-  21 26 43.69379(N)    158 10 11.64923(W)     ADJUSTED  
 TU1712* LOCAL TIDAL -       199.     (meters)     653.     (feet)  SCALED    
 TU1712  ___________________________________________________________________
 TU1712  EPOCH DATE  -        1993.62
 TU1712  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 TU1712  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1712
 TU1712  HORZ ORDER  -  SECOND
 TU1712
 TU1712.The horizontal coordinates were established by classical geodetic methods
 TU1712.and adjusted by the National Geodetic Survey in December 1998..
 TU1712.The horizontal coordinates are valid at the epoch date displayed above.
 TU1712.The epoch date for horizontal control is a decimal equivalence
 TU1712.of Year/Month/Day.
 TU1712
 TU1712.The orthometric height was scaled from a topographic map.
 TU1712
 TU1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1712
 TU1712.The geoid height was determined by GEOID03.
 TU1712
 TU1712;                    North         East     Units Scale Factor Converg.
 TU1712;SPC HI 3     -    30,878.686   482,388.264   MT  0.99999383   -0 03 43.6
 TU1712;UTM  04      - 2,371,678.197   586,014.691   MT  0.99969142   +0 18 12.7
 TU1712
 TU1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1712!SPC HI 3     -   0.99996628  x   0.99999383  =   0.99996011
 TU1712!UTM  04      -   0.99996628  x   0.99969142  =   0.99965771
 TU1712
 TU1712                          SUPERSEDED SURVEY CONTROL
 TU1712
 TU1712  NAD 83(1986)-  21 26 43.64231(N)    158 10 11.66128(W) AD(       ) 2
 TU1712  OLD HI      -  21 26 54.99600(N)    158 10 21.55800(W) AD(       ) 2
 TU1712
 TU1712.Superseded values are not recommended for survey control.
 TU1712.NGS no longer adjusts projects to the OLD HI datum.
 TU1712.See file dsdata.txt to determine how the superseded data were derived.
 TU1712
 TU1712_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8601571678(NAD 83)
 TU1712
 TU1712  HISTORY     - Date     Condition        Report By
 TU1712  HISTORY     - 1927     MONUMENTED       CGS
 TU1712  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1712
 TU1712                          STATION DESCRIPTION
 TU1712
 TU1712'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1712'STATION IS DESTROYED.  THE MARK WAS FOUND LAYING ON TOP OF THE
 TU1712'GROUND BESIDE STATION PAHEEHEE NEW 1927.  THE MARK CONSISTED
 TU1712'OF A BRASS PLATE SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL
 TU1712'PIPE WHICH IS 3 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF6320 ***********************************************************************
 DF6320  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF6320  DESIGNATION -  PAHOA 1 CORS ARP
 DF6320  CORS_ID     -  PAH1
 DF6320  PID         -  DF6320
 DF6320  STATE/COUNTY-  HI/HAWAII
 DF6320  USGS QUAD   -  PAHOA NORTH (1997)
 DF6320
 DF6320                         *CURRENT SURVEY CONTROL
 DF6320  ___________________________________________________________________
 DF6320* NAD 83(CORS)-  19 31 04.42599(N)    154 57 42.64530(W)     ADJUSTED  
 DF6320* LOCAL TIDAL -                                                        
 DF6320  ___________________________________________________________________
 DF6320  EPOCH DATE  -        2002.00
 DF6320  X           -  -5,448,899.287 (meters)                     COMP
 DF6320  Y           -  -2,545,282.331 (meters)                     COMP
 DF6320  Z           -   2,117,535.336 (meters)                     COMP
 DF6320  ELLIP HEIGHT-         196.65  (meters)          (07/??/03) GPS OBS
 DF6320  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 DF6320
 DF6320  HORZ ORDER  -  SPECIAL (CORS)
 DF6320  ELLP ORDER  -  SPECIAL (CORS)
 DF6320
 DF6320.ITRF positions are available for this station.
 DF6320.The coordinates were established by GPS observations
 DF6320.and adjusted by the National Geodetic Survey in July 2003..
 DF6320.The coordinates are valid at the epoch date displayed above.
 DF6320.The epoch date for horizontal control is a decimal equivalence
 DF6320.of Year/Month/Day.
 DF6320
 DF6320
 DF6320.The PID for the CORS L1 Phase Center is DF6321.
 DF6320
 DF6320.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF6320
 DF6320.The ellipsoidal height was determined by GPS observations
 DF6320.and is referenced to NAD 83.
 DF6320
 DF6320.The geoid height was determined by GEOID03.
 DF6320
 DF6320;                    North         East     Units Scale Factor Converg.
 DF6320;SPC HI 1     -    75,863.222   556,484.486   MT  1.00000609   +0 10 47.3
 DF6320
 DF6320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6320!SPC HI 1     -   0.99996909  x   1.00000609  =   0.99997518
 DF6320
 DF6320                          SUPERSEDED SURVEY CONTROL
 DF6320
 DF6320.No superseded survey control is available for this station.
 DF6320
 DF6320_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9413259311(NAD 83)
 DF6320_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF6320
 DF6320                          STATION DESCRIPTION
 DF6320
 DF6320'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF6320'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF6320'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF6320'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF6320'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF6320'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF6321 ***********************************************************************
 DF6321  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF6321  DESIGNATION -  PAHOA 1 CORS L1 PHASE CENTER
 DF6321  CORS_ID     -  PAH1
 DF6321  PID         -  DF6321
 DF6321  STATE/COUNTY-  HI/HAWAII
 DF6321  USGS QUAD   -  PAHOA NORTH (1997)
 DF6321
 DF6321                         *CURRENT SURVEY CONTROL
 DF6321  ___________________________________________________________________
 DF6321* NAD 83(CORS)-  19 31 04.42595(N)    154 57 42.64533(W)     ADJUSTED  
 DF6321* LOCAL TIDAL -                                                        
 DF6321  ___________________________________________________________________
 DF6321  EPOCH DATE  -        2002.00
 DF6321  X           -  -5,448,899.365 (meters)                     COMP
 DF6321  Y           -  -2,545,282.366 (meters)                     COMP
 DF6321  Z           -   2,117,535.364 (meters)                     COMP
 DF6321  ELLIP HEIGHT-         196.74  (meters)          (07/??/03) GPS OBS
 DF6321  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 DF6321
 DF6321  HORZ ORDER  -  SPECIAL (CORS)
 DF6321  ELLP ORDER  -  SPECIAL (CORS)
 DF6321
 DF6321.ITRF positions are available for this station.
 DF6321.The coordinates were established by GPS observations
 DF6321.and adjusted by the National Geodetic Survey in July 2003..
 DF6321.The coordinates are valid at the epoch date displayed above.
 DF6321.The epoch date for horizontal control is a decimal equivalence
 DF6321.of Year/Month/Day.
 DF6321
 DF6321
 DF6321.The PID for the CORS ARP is DF6320.
 DF6321
 DF6321.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF6321
 DF6321.The ellipsoidal height was determined by GPS observations
 DF6321.and is referenced to NAD 83.
 DF6321
 DF6321.The geoid height was determined by GEOID03.
 DF6321
 DF6321;                    North         East     Units Scale Factor Converg.
 DF6321;SPC HI 1     -    75,863.221   556,484.486   MT  1.00000609   +0 10 47.3
 DF6321
 DF6321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6321!SPC HI 1     -   0.99996907  x   1.00000609  =   0.99997516
 DF6321
 DF6321                          SUPERSEDED SURVEY CONTROL
 DF6321
 DF6321.No superseded survey control is available for this station.
 DF6321
 DF6321_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9413259311(NAD 83)
 DF6321_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF6321
 DF6321                          STATION DESCRIPTION
 DF6321
 DF6321'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF6321'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF6321'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF6321'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF6321'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF6321'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF6322 ***********************************************************************
 DF6322  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF6322  DESIGNATION -  PAHOA 2 CORS ARP
 DF6322  CORS_ID     -  PAH2
 DF6322  PID         -  DF6322
 DF6322  STATE/COUNTY-  HI/HAWAII
 DF6322  USGS QUAD   -  PAHOA NORTH (1997)
 DF6322
 DF6322                         *CURRENT SURVEY CONTROL
 DF6322  ___________________________________________________________________
 DF6322* NAD 83(CORS)-  19 31 03.61052(N)    154 57 43.02981(W)     ADJUSTED  
 DF6322* LOCAL TIDAL -                                                        
 DF6322  ___________________________________________________________________
 DF6322  EPOCH DATE  -        2002.00
 DF6322  X           -  -5,448,912.852 (meters)                     COMP
 DF6322  Y           -  -2,545,276.293 (meters)                     COMP
 DF6322  Z           -   2,117,512.181 (meters)                     COMP
 DF6322  ELLIP HEIGHT-         198.09  (meters)          (07/??/03) GPS OBS
 DF6322  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 DF6322
 DF6322  HORZ ORDER  -  SPECIAL (CORS)
 DF6322  ELLP ORDER  -  SPECIAL (CORS)
 DF6322
 DF6322.ITRF positions are available for this station.
 DF6322.The coordinates were established by GPS observations
 DF6322.and adjusted by the National Geodetic Survey in July 2003..
 DF6322.The coordinates are valid at the epoch date displayed above.
 DF6322.The epoch date for horizontal control is a decimal equivalence
 DF6322.of Year/Month/Day.
 DF6322
 DF6322
 DF6322.The PID for the CORS L1 Phase Center is DF6323.
 DF6322
 DF6322.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF6322
 DF6322.The ellipsoidal height was determined by GPS observations
 DF6322.and is referenced to NAD 83.
 DF6322
 DF6322.The geoid height was determined by GEOID03.
 DF6322
 DF6322;                    North         East     Units Scale Factor Converg.
 DF6322;SPC HI 1     -    75,838.112   556,473.354   MT  1.00000607   +0 10 47.2
 DF6322
 DF6322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6322!SPC HI 1     -   0.99996886  x   1.00000607  =   0.99997493
 DF6322
 DF6322                          SUPERSEDED SURVEY CONTROL
 DF6322
 DF6322.No superseded survey control is available for this station.
 DF6322
 DF6322_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9412059286(NAD 83)
 DF6322_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF6322
 DF6322                          STATION DESCRIPTION
 DF6322
 DF6322'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF6322'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF6322'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF6322'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF6322'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF6322'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DF6323 ***********************************************************************
 DF6323  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF6323  DESIGNATION -  PAHOA 2 CORS L1 PHASE CENTER
 DF6323  CORS_ID     -  PAH2
 DF6323  PID         -  DF6323
 DF6323  STATE/COUNTY-  HI/HAWAII
 DF6323  USGS QUAD   -  PAHOA NORTH (1997)
 DF6323
 DF6323                         *CURRENT SURVEY CONTROL
 DF6323  ___________________________________________________________________
 DF6323* NAD 83(CORS)-  19 31 03.61048(N)    154 57 43.02984(W)     ADJUSTED  
 DF6323* LOCAL TIDAL -                                                        
 DF6323  ___________________________________________________________________
 DF6323  EPOCH DATE  -        2002.00
 DF6323  X           -  -5,448,912.930 (meters)                     COMP
 DF6323  Y           -  -2,545,276.328 (meters)                     COMP
 DF6323  Z           -   2,117,512.210 (meters)                     COMP
 DF6323  ELLIP HEIGHT-         198.18  (meters)          (07/??/03) GPS OBS
 DF6323  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 DF6323
 DF6323  HORZ ORDER  -  SPECIAL (CORS)
 DF6323  ELLP ORDER  -  SPECIAL (CORS)
 DF6323
 DF6323.ITRF positions are available for this station.
 DF6323.The coordinates were established by GPS observations
 DF6323.and adjusted by the National Geodetic Survey in July 2003..
 DF6323.The coordinates are valid at the epoch date displayed above.
 DF6323.The epoch date for horizontal control is a decimal equivalence
 DF6323.of Year/Month/Day.
 DF6323
 DF6323
 DF6323.The PID for the CORS ARP is DF6322.
 DF6323
 DF6323.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF6323
 DF6323.The ellipsoidal height was determined by GPS observations
 DF6323.and is referenced to NAD 83.
 DF6323
 DF6323.The geoid height was determined by GEOID03.
 DF6323
 DF6323;                    North         East     Units Scale Factor Converg.
 DF6323;SPC HI 1     -    75,838.111   556,473.353   MT  1.00000607   +0 10 47.2
 DF6323
 DF6323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6323!SPC HI 1     -   0.99996885  x   1.00000607  =   0.99997492
 DF6323
 DF6323                          SUPERSEDED SURVEY CONTROL
 DF6323
 DF6323.No superseded survey control is available for this station.
 DF6323
 DF6323_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9412059286(NAD 83)
 DF6323_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF6323
 DF6323                          STATION DESCRIPTION
 DF6323
 DF6323'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF6323'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF6323'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF6323'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF6323'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF6323'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2096 ***********************************************************************
 TU2096  DESIGNATION -  PAHOA STACK
 TU2096  PID         -  TU2096
 TU2096  STATE/COUNTY-  HI/HAWAII
 TU2096  USGS QUAD   -  PAHOA SOUTH (1994)
 TU2096
 TU2096                         *CURRENT SURVEY CONTROL
 TU2096  ___________________________________________________________________
 TU2096* NAD 83(1993)-  19 29 35.36121(N)    154 56 43.15060(W)     ADJUSTED  
 TU2096* LOCAL TIDAL -                                                        
 TU2096  ___________________________________________________________________
 TU2096  EPOCH DATE  -        1993.62
 TU2096  LAPLACE CORR-         -17.46  (seconds)                    DEFLEC99
 TU2096  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU2096
 TU2096  HORZ ORDER  -  THIRD
 TU2096
 TU2096.The horizontal coordinates were established by classical geodetic methods
 TU2096.and adjusted by the National Geodetic Survey in December 1998..
 TU2096.The horizontal coordinates are valid at the epoch date displayed above.
 TU2096.The epoch date for horizontal control is a decimal equivalence
 TU2096.of Year/Month/Day.
 TU2096
 TU2096
 TU2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2096
 TU2096.The geoid height was determined by GEOID03.
 TU2096
 TU2096;                    North         East     Units Scale Factor Converg.
 TU2096;SPC HI 1     -    73,130.044   558,227.977   MT  1.00000856   +0 11 06.4
 TU2096;UTM  05      - 2,156,552.398   295,835.336   MT  1.00011526   -0 38 57.7
 TU2096
 TU2096                          SUPERSEDED SURVEY CONTROL
 TU2096
 TU2096  NAD 83(1986)-  19 29 35.33892(N)    154 56 43.17271(W) AD(       ) 4
 TU2096  OLD HI      -  19 29 46.21900(N)    154 56 53.17900(W) AD(       ) 3
 TU2096
 TU2096.Superseded values are not recommended for survey control.
 TU2096.NGS no longer adjusts projects to the OLD HI datum.
 TU2096.See file dsdata.txt to determine how the superseded data were derived.
 TU2096
 TU2096_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9583556552(NAD 83)
 TU2096
 TU2096  HISTORY     - Date     Condition        Report By
 TU2096  HISTORY     - 1914     MONUMENTED       CGS
 TU2096
 TU2096                          STATION DESCRIPTION
 TU2096
 TU2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2096'IN THE EASTERN PART OF HAWAII, PUNA DISTRICT, TOWN OF PAHOA.  THE
 TU2096'STACK ON THE LUMBER MILL OF THE HAWAII HARDWOOD CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1097 ***********************************************************************
 TU1097  DESIGNATION -  PAHU
 TU1097  PID         -  TU1097
 TU1097  STATE/COUNTY-  HI/HONOLULU
 TU1097  USGS QUAD   -  KANEOHE (1983)
 TU1097
 TU1097                         *CURRENT SURVEY CONTROL
 TU1097  ___________________________________________________________________
 TU1097* NAD 83(1993)-  21 25 21.19089(N)    157 47 36.78655(W)     ADJUSTED  
 TU1097* LOCAL TIDAL -        86.3    (meters)     283.     (feet)  VERT ANG  
 TU1097  ___________________________________________________________________
 TU1097  EPOCH DATE  -        1993.62
 TU1097  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 TU1097  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU1097
 TU1097  HORZ ORDER  -  FIRST
 TU1097
 TU1097.The horizontal coordinates were established by classical geodetic methods
 TU1097.and adjusted by the National Geodetic Survey in December 1998..
 TU1097.The horizontal coordinates are valid at the epoch date displayed above.
 TU1097.The epoch date for horizontal control is a decimal equivalence
 TU1097.of Year/Month/Day.
 TU1097
 TU1097.The orthometric height was determined by vertical angle observations.
 TU1097
 TU1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1097
 TU1097.The geoid height was determined by GEOID03.
 TU1097
 TU1097;                    North         East     Units Scale Factor Converg.
 TU1097;SPC HI 3     -    28,345.763   521,403.328   MT  0.99999566   +0 04 31.5
 TU1097;UTM  04      - 2,369,394.762   625,035.265   MT  0.99979319   +0 26 26.5
 TU1097
 TU1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1097!SPC HI 3     -   0.99998393  x   0.99999566  =   0.99997959
 TU1097!UTM  04      -   0.99998393  x   0.99979319  =   0.99977712
 TU1097
 TU1097:                Primary Azimuth Mark                     Grid Az
 TU1097:SPC HI 3     -  PYRAMID ROCK LIGHT                       035 12 51.6
 TU1097:UTM  04      -  PYRAMID ROCK LIGHT                       034 50 56.6
 TU1097
 TU1097|---------------------------------------------------------------------|
 TU1097| PID    Reference Object                     Distance      Geod. Az  |
 TU1097|                                                           dddmmss.s |
 TU1097| TU1162 PYRAMID ROCK LIGHT                  APPROX. 5.4 KM 0351723.1 |
 TU1097| CJ8905 PAHU RM 1                             5.564 METERS 15718     |
 TU1097| CJ8906 PAHU RM 2                             4.658 METERS 33725     |
 TU1097|---------------------------------------------------------------------|
 TU1097
 TU1097                          SUPERSEDED SURVEY CONTROL
 TU1097
 TU1097  NAD 83(1986)-  21 25 21.14080(N)    157 47 36.79481(W) AD(       ) 1
 TU1097  OLD HI      -  21 25 32.56045(N)    157 47 46.67886(W) AD(       ) 1
 TU1097
 TU1097.Superseded values are not recommended for survey control.
 TU1097.NGS no longer adjusts projects to the OLD HI datum.
 TU1097.See file dsdata.txt to determine how the superseded data were derived.
 TU1097
 TU1097_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2503569395(NAD 83)
 TU1097
 TU1097  HISTORY     - Date     Condition        Report By
 TU1097  HISTORY     - 1910     MONUMENTED       CGS
 TU1097  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1097  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1097  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1097  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1097  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU1097  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1097
 TU1097                          STATION DESCRIPTION
 TU1097
 TU1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1097'ON THE PROMINENT HILL JUST SOUTHEAST OF THE OLD MILL AT HEIIA AND
 TU1097'NORTHEAST OF THE COURTHOUSE AT KAUROHE.  MARKED BY A CROSS IN TOP OF
 TU1097'A SQUARE CONCRETE POST.
 TU1097
 TU1097                          STATION RECOVERY (1932)
 TU1097
 TU1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1097'FOUND SIGNAL 14C AT SITE OF OLD STATION.  IT IS SUPPOSED THE
 TU1097'TERRITORIAL SURVEYOR RE-MARKED THE STATION.
 TU1097
 TU1097                          STATION RECOVERY (1961)
 TU1097
 TU1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1097'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS MARKED BY A
 TU1097'TYPE C, HAWAIIAN TERRITORY SURVEY MONUMENT SET ON THE HIGHEST POINT
 TU1097'OF THE RIDGE CALLED PUU PAHU IN THE VILLAGE OF KANEOHE.
 TU1097
 TU1097                          STATION RECOVERY (1963)
 TU1097
 TU1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1097'THE STATION, A TERRITORY OF HAWAII TYPE C SIGNAL, WAS RECOVERED
 TU1097'IN GOOD CONDITION.  TWO REFERENCE MARKS, NUMBERS ONE AND TWO,
 TU1097'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1097'
 TU1097'STATION IS LOCATED AT THE NORTH END OF KANEOHE, ABOUT 1/2 MILE
 TU1097'EAST-NORTHEAST OF THE POST OFFICE, ON PUU PAHU, A PROMINENT,
 TU1097'REDDISH HILL OF ABOUT 280 FEET ELEVATION, WHICH HAS A LONE LIGHT
 TU1097'POLE ON ITS TOP.
 TU1097'
 TU1097'TO REACH STATION FROM THE POST OFFICE IN KANEOHE, GO SOUTHEAST
 TU1097'ON KAMEHAMEHA HIGHWAY FOR 0.05 MILE--TURN LEFT AND GO EAST-NORTHEAST
 TU1097'ON LILIPUNA ROAD FOR 0.7 MILE TO SOUTH SIDE OF HILL.  TURN
 TU1097'LEFT AND GO UP STEEP DIRT ROAD FOR 0.2 MILE TO TOP OF HILL
 TU1097'AND STATION.
 TU1097'
 TU1097'STATION IS CENTER OF 2-1/2-INCH IRON PIPE THAT PROJECTS 2 FEET
 TU1097'FROM THE CENTER OF A 6-FOOT-SQUARE, CONCRETE PLATFORM FLUSH
 TU1097'WITH THE GROUND.  IT IS 17.5 FEET SOUTH-SOUTHEAST OF THE CENTER
 TU1097'OF THE LONE LIGHT POLE.
 TU1097'
 TU1097'REFERNCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PAHU NO 1
 TU1097'1910 1963, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE
 TU1097'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS ALONG THE
 TU1097'SHARP CREST OF THE HILL AND ABOUT 3 FEET LOWER THAN THE CONCRETE
 TU1097'PLATFORM.
 TU1097'
 TU1097'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PAHU NO 2
 TU1097'1910 1963, SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE
 TU1097'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS 2.9 FEET
 TU1097'SOUTHWEST OF THE CENTER OF THE LIGHT POLE AND ABOUT THE SAME
 TU1097'ELEVATION AS THE CONCRETE PLATFORM.
 TU1097
 TU1097                          STATION RECOVERY (1969)
 TU1097
 TU1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1097'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 TU1097'FOUND IN GOOD CONDITION.  THE STATION WAS PREVIOUSLY THE CENTER
 TU1097'OF A 2-1/2 INCH IRON PIPE WHICH WAS PART OF THE C TYPE HAWAII
 TU1097'TERRITORIAL SURVEY SIGNAL.  THE 2-1/2 INCH IRON PIPE WAS REMOVED
 TU1097'BY THE HAWAII STATE SURVEY OFFICE AND REPLACED BY A STANDARD
 TU1097'STATION DISK.  A NEW DESCRIPTION FOLLOWS.
 TU1097'
 TU1097'THE STATION IS LOCATED AT THE NORTH END OF KANEOHE AND ON A
 TU1097'PROMINENT, REDDISH COLORED HILL KNOWN AS PUU PAHU WHICH HAS
 TU1097'A LONE POWER POLE ON ITS TOP.
 TU1097'
 TU1097'TO REACH THE STATION FROM THE POST OFFICE IN KANEOHE, GO SOUTH
 TU1097'ON STATE HIGHWAY 83 FOR 0.05 MILE TO LINIPUNA ROAD ON THE LEFT,
 TU1097'TURN LEFT AND GO EASTERLY ON LINIPUNA ROAD FOR 0.65 MILE TO A
 TU1097'CONCRETE DRIVE ON THE LEFT, TURN LEFT AND GO NORTHERLY ON THE
 TU1097'STEEP CONCRETE DRIVE FOR 0.1 MILE TO THE END OF THE DRIVE, A TURN
 TU1097'AROUND AREA AND THE END OF TRUCK TRAVEL.  PACK EASTERLY FOR
 TU1097'ABOUT 75 YARDS TO THE TOP OF THE HILL AND STATION AS DESCRIBED.
 TU1097'
 TU1097'THE STATION MARK IS A STANDARD DISK STAMPED PAHU 1910 1969,
 TU1097'SET IN A MASS OF CONCRETE IN THE CENTER OF THE 5 X 5 FOOT CONCRETE
 TU1097'PAD.  IT IS ABOUT 8 INCHES BELOW THE SURFACE OF THE CONCRETE PAD
 TU1097'AND 17.5 FEET SOUTH OF THE LONE POWER POLE.
 TU1097'
 TU1097'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PAHU 1910 NO 1
 TU1097'1963, SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH
 TU1097'THE GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE POWER POLE
 TU1097'AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 TU1097'
 TU1097'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PAHU 1910 NO 2
 TU1097'1963, SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH
 TU1097'WITH THE GROUND SURFACE.  IT IS 2.0 FEET SOUTH OF THE POWER POLE
 TU1097'AND ABOUT THE SAME ELEVATION AS THE STATION.
 TU1097'
 TU1097'THE DISTANCE BETWEEN THE REFERNCE MARKS IS 33.53 FEET OR
 TU1097'10.222 METERS.
 TU1097'
 TU1097'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1097'
 TU1097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1097'1/2 MILE NORTH OF KANEOHE.
 TU1097
 TU1097                          STATION RECOVERY (1975)
 TU1097
 TU1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU1097'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TU1097'DESCRIBED IN 1969.
 TU1097'
 TU1097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1097'AT KANEOHE.
 TU1097
 TU1097                          STATION RECOVERY (1976)
 TU1097
 TU1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1097'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TU1097'DESCRIBED IN 1969.
 TU1097'
 TU1097'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1097'NORTH OF KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2807 ***********************************************************************
 TU2807  DESIGNATION -  PAHUOLONA 1904
 TU2807  PID         -  TU2807
 TU2807  STATE/COUNTY-  HI/MAUI
 TU2807  USGS QUAD   -  HANA (1983)
 TU2807
 TU2807                         *CURRENT SURVEY CONTROL
 TU2807  ___________________________________________________________________
 TU2807* NAD 83(1993)-  20 44 05.50764(N)    156 00 00.97889(W)     ADJUSTED  
 TU2807* LOCAL TIDAL -       256.     (meters)     840.     (feet)  SCALED    
 TU2807  ___________________________________________________________________
 TU2807  EPOCH DATE  -        1993.62
 TU2807  LAPLACE CORR-         -15.80  (seconds)                    DEFLEC99
 TU2807  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU2807
 TU2807  HORZ ORDER  -  THIRD
 TU2807
 TU2807.The horizontal coordinates were established by classical geodetic methods
 TU2807.and adjusted by the National Geodetic Survey in December 1998..
 TU2807.The horizontal coordinates are valid at the epoch date displayed above.
 TU2807.The epoch date for horizontal control is a decimal equivalence
 TU2807.of Year/Month/Day.
 TU2807
 TU2807.The orthometric height was scaled from a topographic map.
 TU2807
 TU2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2807
 TU2807.The geoid height was determined by GEOID03.
 TU2807
 TU2807;                    North         East     Units Scale Factor Converg.
 TU2807;SPC HI 2     -    44,595.212   569,405.812   MT  1.00002618   +0 14 09.4
 TU2807;UTM  04      - 2,295,701.972   812,413.083   MT  1.00080640   +1 03 46.4
 TU2807;UTM  05      - 2,295,703.024   187,530.240   MT  1.00080683   -1 03 47.1
 TU2807
 TU2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2807!SPC HI 2     -   0.99995745  x   1.00002618  =   0.99998363
 TU2807!UTM  04      -   0.99995745  x   1.00080640  =   1.00076382
 TU2807!UTM  05      -   0.99995745  x   1.00080683  =   1.00076425
 TU2807
 TU2807:                Primary Azimuth Mark                     Grid Az
 TU2807:SPC HI 2     -  IWI O PELE                               110 05 05.2
 TU2807:UTM  04      -  IWI O PELE                               109 15 28.2
 TU2807:UTM  05      -  IWI O PELE                               111 23 01.7
 TU2807
 TU2807|---------------------------------------------------------------------|
 TU2807| PID    Reference Object                     Distance      Geod. Az  |
 TU2807|                                                           dddmmss.s |
 TU2807| TU2765 IWI O PELE                          APPROX. 1.3 KM 1101914.6 |
 TU2807|---------------------------------------------------------------------|
 TU2807
 TU2807                          SUPERSEDED SURVEY CONTROL
 TU2807
 TU2807  NAD 83(1986)-  20 44 05.47646(N)    156 00 00.99855(W) AD(       ) 3
 TU2807  OLD HI      -  20 44 18.79000(N)    156 00 11.11000(W) AD(       ) 3
 TU2807
 TU2807.Superseded values are not recommended for survey control.
 TU2807.NGS no longer adjusts projects to the OLD HI datum.
 TU2807.See file dsdata.txt to determine how the superseded data were derived.
 TU2807
 TU2807_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH1241395702(NAD 83)
 TU2807
 TU2807  HISTORY     - Date     Condition        Report By
 TU2807  HISTORY     - 1904     MONUMENTED       HIGS
 TU2807
 TU2807                          STATION DESCRIPTION
 TU2807
 TU2807'DESCRIBED BY HAWAII GEODETIC SURVEY 1904
 TU2807'NEAR EASTERN END OF MAUI, IN ALEAMAI, HANA, ABOVE ROAD.  MARKED
 TU2807'BY CONCRETE POST.  REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3000 ***********************************************************************
 TU3000  DESIGNATION -  PAIA PUMPING PLANT STACK
 TU3000  PID         -  TU3000
 TU3000  STATE/COUNTY-  HI/MAUI
 TU3000  USGS QUAD   -  PAIA (1997)
 TU3000
 TU3000                         *CURRENT SURVEY CONTROL
 TU3000  ___________________________________________________________________
 TU3000* NAD 83(1993)-  20 54 37.54991(N)    156 23 00.66964(W)     ADJUSTED  
 TU3000* LOCAL TIDAL -                                                        
 TU3000  ___________________________________________________________________
 TU3000  EPOCH DATE  -        1993.62
 TU3000  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 TU3000  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU3000
 TU3000  HORZ ORDER  -  THIRD
 TU3000
 TU3000.The horizontal coordinates were established by classical geodetic methods
 TU3000.and adjusted by the National Geodetic Survey in December 1998..
 TU3000.The horizontal coordinates are valid at the epoch date displayed above.
 TU3000.The epoch date for horizontal control is a decimal equivalence
 TU3000.of Year/Month/Day.
 TU3000
 TU3000
 TU3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3000
 TU3000.The geoid height was determined by GEOID03.
 TU3000
 TU3000;                    North         East     Units Scale Factor Converg.
 TU3000;SPC HI 2     -    63,915.523   529,455.576   MT  0.99997738   +0 06 03.8
 TU3000;UTM  04      - 2,314,453.788   772,160.605   MT  1.00051548   +0 56 03.9
 TU3000
 TU3000                          SUPERSEDED SURVEY CONTROL
 TU3000
 TU3000  NAD 83(1986)-  20 54 37.50745(N)    156 23 00.66160(W) AD(       ) 4
 TU3000  OLD HI      -  20 54 49.06400(N)    156 23 10.80700(W) AD(       ) 3
 TU3000
 TU3000.Superseded values are not recommended for survey control.
 TU3000.NGS no longer adjusts projects to the OLD HI datum.
 TU3000.See file dsdata.txt to determine how the superseded data were derived.
 TU3000
 TU3000_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7216114454(NAD 83)
 TU3000
 TU3000  HISTORY     - Date     Condition        Report By
 TU3000  HISTORY     - 1929     MONUMENTED       CGS
 TU3000  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3000  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3000
 TU3000                          STATION DESCRIPTION
 TU3000
 TU3000'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3000'THE TALLEST AND SOUTHWEST OF TWO BLACK METAL SMOKE STACKS AT
 TU3000'THE PAIA PUMP, ABOUT 3/4 MILE NORTHWEST OF THE TOWN OF PAIA.  THE
 TU3000'STACK IS ABOUT 160 FEET IN HEIGHT.  THE SHORTER OF THE STACKS IS
 TU3000'125 FEET IN HEIGHT.  THE ELEVATION OF THE GROUND AT THIS PUMP IS
 TU3000'30 FEET.
 TU3000
 TU3000                          STATION RECOVERY (1950)
 TU3000
 TU3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3000'THE STATION IS THE TOP AND CENTER OF A STEEL SMOKE STACK, PAINTED
 TU3000'SILVER, WHICH RESTS ON A CONCRETE BASE TO THE WEST SIDE OF THE
 TU3000'PAIA PUMPING PLANT.
 TU3000'
 TU3000'THE STACK IS 177 FEET IN HEIGHT AND ABOUT 6 FEET IN
 TU3000'DIAMETER.
 TU3000'
 TU3000'PROBABLY THE SAME STACK AS LOCATED IN 1929.
 TU3000
 TU3000                          STATION RECOVERY (1960)
 TU3000
 TU3000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3000'THIS PLANT WAS CONVERTED TO ELECTRICITY IN 1956 AND THE STACK WAS
 TU3000'TORN DOWN.  THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2999 ***********************************************************************
 TU2999  DESIGNATION -  PAIA SUGAR MILL STACK
 TU2999  PID         -  TU2999
 TU2999  STATE/COUNTY-  HI/MAUI
 TU2999  USGS QUAD   -  PAIA (1997)
 TU2999
 TU2999                         *CURRENT SURVEY CONTROL
 TU2999  ___________________________________________________________________
 TU2999* NAD 83(1993)-  20 54 23.38737(N)    156 22 33.40195(W)     ADJUSTED  
 TU2999* LOCAL TIDAL -                                                        
 TU2999  ___________________________________________________________________
 TU2999  EPOCH DATE  -        1993.62
 TU2999  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 TU2999  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU2999
 TU2999  HORZ ORDER  -  THIRD
 TU2999
 TU2999.The horizontal coordinates were established by classical geodetic methods
 TU2999.and adjusted by the National Geodetic Survey in December 1998..
 TU2999.The horizontal coordinates are valid at the epoch date displayed above.
 TU2999.The epoch date for horizontal control is a decimal equivalence
 TU2999.of Year/Month/Day.
 TU2999
 TU2999
 TU2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2999
 TU2999.The geoid height was determined by GEOID03.
 TU2999
 TU2999;                    North         East     Units Scale Factor Converg.
 TU2999;SPC HI 2     -    63,481.381   530,244.323   MT  0.99997797   +0 06 13.5
 TU2999;UTM  04      - 2,314,030.934   772,956.013   MT  1.00052084   +0 56 13.1
 TU2999
 TU2999                          SUPERSEDED SURVEY CONTROL
 TU2999
 TU2999  NAD 83(1986)-  20 54 23.34530(N)    156 22 33.39459(W) AD(       ) 4
 TU2999  OLD HI      -  20 54 34.90500(N)    156 22 43.53700(W) AD(       ) 3
 TU2999
 TU2999.Superseded values are not recommended for survey control.
 TU2999.NGS no longer adjusts projects to the OLD HI datum.
 TU2999.See file dsdata.txt to determine how the superseded data were derived.
 TU2999
 TU2999_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7295614031(NAD 83)
 TU2999
 TU2999  HISTORY     - Date     Condition        Report By
 TU2999  HISTORY     - UNK      MONUMENTED
 TU2999  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2999  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU2999
 TU2999                          STATION DESCRIPTION
 TU2999
 TU2999'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2999'THE STATION IS THE TOP AND CENTER OF A STEEL SMOKE STACK, PAINTED
 TU2999'BLACK, WHICH RISES FROM A FRUSTUM OF A FOUR SIDED, CONCRETE,
 TU2999'PYRAMID IN THE WEST CENTRAL PART OF THE PAIA SUGAR MILL.
 TU2999'
 TU2999'THE STACK HAS A TOTAL HEIGHT OF 147 FEET AND A DIAMETER OF
 TU2999'ABOUT 9 FEET.
 TU2999
 TU2999                          STATION RECOVERY (1960)
 TU2999
 TU2999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU2999'THE PRESENT STACK AT THE PAIA SUGAR MILL REPLACED THE STACK
 TU2999'LOCATED IN 1950.  THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2847 ***********************************************************************
 TU2847  DESIGNATION -  PAKIHI KALUANUI 1883
 TU2847  PID         -  TU2847
 TU2847  STATE/COUNTY-  HI/MAUI
 TU2847  USGS QUAD   -  NAHIKU (1983)
 TU2847
 TU2847                         *CURRENT SURVEY CONTROL
 TU2847  ___________________________________________________________________
 TU2847* NAD 83(1993)-  20 43 49.49166(N)    156 08 25.94635(W)     ADJUSTED  
 TU2847* LOCAL TIDAL -      2470.     (meters)    8104.     (feet)  SCALED    
 TU2847  ___________________________________________________________________
 TU2847  EPOCH DATE  -        1993.62
 TU2847  LAPLACE CORR-         -10.60  (seconds)                    DEFLEC99
 TU2847  GEOID HEIGHT-          16.99  (meters)                     GEOID03
 TU2847
 TU2847  HORZ ORDER  -  THIRD
 TU2847
 TU2847.The horizontal coordinates were established by classical geodetic methods
 TU2847.and adjusted by the National Geodetic Survey in December 1998..
 TU2847.The horizontal coordinates are valid at the epoch date displayed above.
 TU2847.The epoch date for horizontal control is a decimal equivalence
 TU2847.of Year/Month/Day.
 TU2847
 TU2847.The orthometric height was scaled from a topographic map.
 TU2847
 TU2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2847
 TU2847.The geoid height was determined by GEOID03.
 TU2847
 TU2847;                    North         East     Units Scale Factor Converg.
 TU2847;SPC HI 2     -    44,048.831   554,797.905   MT  1.00000376   +0 11 10.5
 TU2847;UTM  04      - 2,294,944.296   797,803.832   MT  1.00069619   +1 00 46.5
 TU2847
 TU2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2847!SPC HI 2     -   0.99960924  x   1.00000376  =   0.99961300
 TU2847!UTM  04      -   0.99960924  x   1.00069619  =   1.00030516
 TU2847
 TU2847:                Primary Azimuth Mark                     Grid Az
 TU2847:SPC HI 2     -  KUIKI                                    168 21 21.7
 TU2847:UTM  04      -  KUIKI                                    167 31 45.7
 TU2847
 TU2847|---------------------------------------------------------------------|
 TU2847| PID    Reference Object                     Distance      Geod. Az  |
 TU2847|                                                           dddmmss.s |
 TU2847| TU2845 KUIKI                               APPROX. 1.4 KM 1683232.2 |
 TU2847| TU2848 PALAHA                              134.876 METERS 27259     |
 TU2847| TU2849 ALAEA 1877                          APPROX. 0.9 KM 3441032.9 |
 TU2847|---------------------------------------------------------------------|
 TU2847
 TU2847                          SUPERSEDED SURVEY CONTROL
 TU2847
 TU2847  NAD 83(1986)-  20 43 49.45200(N)    156 08 25.96801(W) AD(       ) 3
 TU2847  OLD HI      -  20 44 00.94500(N)    156 08 36.14000(W) AD(       ) 3
 TU2847
 TU2847.Superseded values are not recommended for survey control.
 TU2847.NGS no longer adjusts projects to the OLD HI datum.
 TU2847.See file dsdata.txt to determine how the superseded data were derived.
 TU2847
 TU2847_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9780494944(NAD 83)
 TU2847
 TU2847  HISTORY     - Date     Condition        Report By
 TU2847  HISTORY     - 1883     MONUMENTED       HIGS
 TU2847
 TU2847                          STATION DESCRIPTION
 TU2847
 TU2847'DESCRIBED BY HAWAII GEODETIC SURVEY 1883
 TU2847'IN EASTERN PART OF EAST MAUI, ON NORTHEAST SIDE OF HALEAKALA
 TU2847'CRATER, 134 METERS EAST OF POHAKU PALAHA NEAR THE BRINK OF THE
 TU2847'GREAT KIPAHULU VALLEY.  MARKED BY AN IRON STAKE PROJECTING ABOUT
 TU2847'2 INCHES ABOVE GROUND AND A CAIRN OF STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1088 ***********************************************************************
 TU1088  DESIGNATION -  PAKO
 TU1088  PID         -  TU1088
 TU1088  STATE/COUNTY-  HI/HONOLULU
 TU1088  USGS QUAD   -  MOKAPU (1983)
 TU1088
 TU1088                         *CURRENT SURVEY CONTROL
 TU1088  ___________________________________________________________________
 TU1088* NAD 83(1993)-  21 27 38.96764(N)    157 45 54.05325(W)     ADJUSTED  
 TU1088* LOCAL TIDAL -        22.     (meters)      72.     (feet)  SCALED    
 TU1088  ___________________________________________________________________
 TU1088  EPOCH DATE  -        1993.62
 TU1088  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 TU1088  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU1088
 TU1088  HORZ ORDER  -  THIRD
 TU1088
 TU1088.The horizontal coordinates were established by classical geodetic methods
 TU1088.and adjusted by the National Geodetic Survey in December 1998..
 TU1088.The horizontal coordinates are valid at the epoch date displayed above.
 TU1088.The epoch date for horizontal control is a decimal equivalence
 TU1088.of Year/Month/Day.
 TU1088
 TU1088.The orthometric height was scaled from a topographic map.
 TU1088
 TU1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1088
 TU1088.The geoid height was determined by GEOID03.
 TU1088
 TU1088;                    North         East     Units Scale Factor Converg.
 TU1088;SPC HI 3     -    32,587.418   524,355.537   MT  0.99999733   +0 05 09.5
 TU1088;UTM  04      - 2,373,654.322   627,959.766   MT  0.99980233   +0 27 06.8
 TU1088
 TU1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1088!SPC HI 3     -   0.99999412  x   0.99999733  =   0.99999145
 TU1088!UTM  04      -   0.99999412  x   0.99980233  =   0.99979645
 TU1088
 TU1088|---------------------------------------------------------------------|
 TU1088| PID    Reference Object                     Distance      Geod. Az  |
 TU1088|                                                           dddmmss.s |
 TU1088| TU1162 PYRAMID ROCK LIGHT                  222.405 METERS 04405     |
 TU1088| CJ8907 PAKO RM 2                            12.350 METERS 08837     |
 TU1088| CJ8908 PAKO RM 3                             7.637 METERS 14803     |
 TU1088| TU1128 HAWAIILOA HILL                      APPROX. 1.7 KM 1491341.3 |
 TU1088| TU1099 KANEOHE RADIO STA KANI NE TWR       APPROX. 6.1 KM 2161924.1 |
 TU1088| TU1100 KANEOHE RADIO STA KANI SW TWR       APPROX. 6.2 KM 2162301.0 |
 TU1088| TU1102 HEEIA RANGE TOWER                   APPROX. 5.1 KM 2351236.1 |
 TU1088|---------------------------------------------------------------------|
 TU1088
 TU1088                          SUPERSEDED SURVEY CONTROL
 TU1088
 TU1088  NAD 83(1986)-  21 27 38.91771(N)    157 45 54.06123(W) AD(       ) 3
 TU1088  OLD HI      -  21 27 50.33000(N)    157 46 03.95100(W) AD(       ) 3
 TU1088
 TU1088.Superseded values are not recommended for survey control.
 TU1088.NGS no longer adjusts projects to the OLD HI datum.
 TU1088.See file dsdata.txt to determine how the superseded data were derived.
 TU1088
 TU1088_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2796073654(NAD 83)
 TU1088_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1088_SETTING: 80 = SET IN A BOULDER
 TU1088_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1088
 TU1088  HISTORY     - Date     Condition        Report By
 TU1088  HISTORY     - 1932     MONUMENTED       CGS
 TU1088  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1088  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1088
 TU1088                          STATION DESCRIPTION
 TU1088
 TU1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1088'STATION IS ON THE HIGHEST PART OF A KNOLL ABOUT 250 METERS SW OF
 TU1088'PYRAMID ROCK WHICH COULD NOT BE OCCUPIED ON ACCOUNT OF ITS
 TU1088'SHARPNESS.
 TU1088
 TU1088                          STATION RECOVERY (1963)
 TU1088
 TU1088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1088'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 TU1088'MARK IS GONE.  TWO NEW REFERENCE MARKS, NUMBERS TWO AND THREE,
 TU1088'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1088'
 TU1088'STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE NORTHEAST OF
 TU1088'KANEOHE, ON THE NORTHWEST POINT OF MOKAPU PENINSULA, ON THE
 TU1088'KANEOHE MARINE CORPS AIR STATION, ON A KNOLL OF ABOUT 70 FEET
 TU1088'ELEVATION, WHICH HAS AMMUNITION STORAGE BUNKERS BENEATH IT.  THE
 TU1088'REMAINS OF AN OLD ARTILLERY FIRE-CONTROL POST ARE ON
 TU1088'THE HILLTOP NEAR THE STATION.
 TU1088'
 TU1088'STATION MAY BE REACHED BY OBTAINING PERMISSION AND DIRECTIONS
 TU1088'AT THE S-2 OFFICE IN THE BASE ADMINISTRATION BUILDING, NO. 215,
 TU1088'ON THE MARINE BASE.
 TU1088'
 TU1088'STATION MARK IS A STANDARD DISK STAMPED PAKO 1932, CEMENTED IN A
 TU1088'DRILL HOLE IN THE SOUTHWEST END OF A ROUGH, TWISTED, LAVA
 TU1088'ROCK OUTCROP ABOUT 2-1/2 BY 6 FEET IN SIZE, ON THE SOUTHEAST
 TU1088'SIDE OF A 6-FOOT HIGH BRUSH-ROW.  IT IS 31.7 FEET NORTHEAST OF THE
 TU1088'NORTHEAST CORNER OF A BRICK PEN, 23.1 FEET SOUTH OF THE SOUTHEAST
 TU1088'CORNER OF A SIMILAR PEN, 9.9 FEET SOUTH OF A 2-INCH PIPE THAT
 TU1088'PROJECTS 16 INCHES FROM THE TOP OF A 10 X 12-INCH CONCRETE
 TU1088'POST WHICH PROJECTS 3 FEET FROM THE CENTER OF A 4-FOOT-SQUARE
 TU1088'CONCRETE BASE, AND 31.1 FEET NORTHEAST OF AN 8-INCH-DIAMETER
 TU1088'PIPE THAT PROJECTS 5 FEET FROM A 5-FOOT-SQUARE CONCRETE
 TU1088'BASE.
 TU1088'
 TU1088'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PAKO NO
 TU1088'2 1932 1963, CEMENTED IN A DRILL HOLE IN A BEDROCK POINT PROJECTING
 TU1088'ABOUT 3 FEET ABOVE LINE OF EDGE OF HILL.  IT IS 5.66 FEET LOWER
 TU1088'THAN STATION MARK.
 TU1088'
 TU1088'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PAKO NO 3
 TU1088'1932 1963, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT
 TU1088'PROJECTS 2 FEET ABOVE LINE OF EDGE OF HILL.  IT IS ABOUT 6 FEET
 TU1088'ABOVE THE NORTHEAST CORNER OF THE CONCRETE ROOF THAT PROJECTS
 TU1088'OUT FROM THE HILLSIDE BELOW THE ROCK LINE.  THE MARK IS 8.83
 TU1088'FEET LOWER THAN STATION MARK.
 TU1088
 TU1088                          STATION RECOVERY (1976)
 TU1088
 TU1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1088'THE STATION AND ALL THREE REFERENCE MARKS WERE RECOVERED IN
 TU1088'GOOD CONDITION.  REFERENCE MARK 1 IS UNSTAMPED.
 TU1088'
 TU1088'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1088'3-1/2 MILES NE OF KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1912 ***********************************************************************
 TU1912  DESIGNATION -  PAL
 TU1912  PID         -  TU1912
 TU1912  STATE/COUNTY-  HI/KAUAI
 TU1912  USGS QUAD   -  KAPAA (1996)
 TU1912
 TU1912                         *CURRENT SURVEY CONTROL
 TU1912  ___________________________________________________________________
 TU1912* NAD 83(1993)-  22 06 14.75193(N)    159 17 51.77613(W)     ADJUSTED  
 TU1912* LOCAL TIDAL -                                                        
 TU1912  ___________________________________________________________________
 TU1912  EPOCH DATE  -        1993.62
 TU1912  LAPLACE CORR-         -15.55  (seconds)                    DEFLEC99
 TU1912  GEOID HEIGHT-          14.73  (meters)                     GEOID03
 TU1912
 TU1912  HORZ ORDER  -  THIRD
 TU1912
 TU1912.The horizontal coordinates were established by classical geodetic methods
 TU1912.and adjusted by the National Geodetic Survey in December 1998..
 TU1912.The horizontal coordinates are valid at the epoch date displayed above.
 TU1912.The epoch date for horizontal control is a decimal equivalence
 TU1912.of Year/Month/Day.
 TU1912
 TU1912
 TU1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1912
 TU1912.The geoid height was determined by GEOID03.
 TU1912
 TU1912;                    North         East     Units Scale Factor Converg.
 TU1912;SPC HI 4     -    29,995.270   520,872.866   MT  0.99999538   +0 04 34.0
 TU1912;UTM  04      - 2,444,379.214   469,291.924   MT  0.99961165   -0 06 43.3
 TU1912
 TU1912                          SUPERSEDED SURVEY CONTROL
 TU1912
 TU1912  NAD 83(1986)-  22 06 14.71972(N)    159 17 51.83602(W) AD(       ) 4
 TU1912  OLD HI      -  22 06 26.07000(N)    159 18 01.92000(W) AD(       ) 3
 TU1912
 TU1912.Superseded values are not recommended for survey control.
 TU1912.NGS no longer adjusts projects to the OLD HI datum.
 TU1912.See file dsdata.txt to determine how the superseded data were derived.
 TU1912
 TU1912_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6929244379(NAD 83)
 TU1912
 TU1912  HISTORY     - Date     Condition        Report By
 TU1912  HISTORY     - 1910     MONUMENTED       CGS
 TU1912  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1912
 TU1912                          STATION DESCRIPTION
 TU1912
 TU1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1912'ON EAST COAST OF KAUAI, ABOUT 1/2 MILE NORTHEAST OF KEALIA
 TU1912'LANDING, AT THE TOP OF A STEEP ROCKY SLOPE, 20 METERS BACK
 TU1912'FROM AND 40 FEET ABOVE HIGH-WATER MARK.  MARKED BY POLE SET
 TU1912'AGAINST LARGE ROCK AND BRACED BY PILE OF ROCKS WEDGED AGAINST
 TU1912'ANOTHER ROCK BELOW.  IT IS MIDWAY BETWEEN CROSSES CUT IN UPPER
 TU1912'AND LOWER ROCKS.  STATION IS ABOUT 30 METERS FROM FENCE TO WEST,
 TU1912'AND ABOUT 50 METERS FROM END OF THIS FENCE AT RAILROAD.  IN
 TU1912'1927 STATION WAS SEARCHED FOR AND NOT FOUND.
 TU1912
 TU1912                          STATION RECOVERY (1965)
 TU1912
 TU1912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1912'STATION IS DESTROYED.  THERE ARE SEVERAL LARGE ROCKS ON THE POINT
 TU1912'BUT NO CROSSES COULD BE FOUND ON ANY OF THEM.
 TU1912'
 TU1912'NOTE--STATION WAS REPORTED SEARCHED FOR BUT NOT FOUND IN 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2848 ***********************************************************************
 TU2848  DESIGNATION -  PALAHA
 TU2848  PID         -  TU2848
 TU2848  STATE/COUNTY-  HI/MAUI
 TU2848  USGS QUAD   -  NAHIKU (1983)
 TU2848
 TU2848                         *CURRENT SURVEY CONTROL
 TU2848  ___________________________________________________________________
 TU2848* NAD 83(1993)-  20 43 49.72014(N)    156 08 30.60180(W)     ADJUSTED  
 TU2848* LOCAL TIDAL -      2470.     (meters)    8104.     (feet)  SCALED    
 TU2848  ___________________________________________________________________
 TU2848  EPOCH DATE  -        1993.62
 TU2848  LAPLACE CORR-         -10.40  (seconds)                    DEFLEC99
 TU2848  GEOID HEIGHT-          17.01  (meters)                     GEOID03
 TU2848
 TU2848  HORZ ORDER  -  THIRD
 TU2848
 TU2848.The horizontal coordinates were established by classical geodetic methods
 TU2848.and adjusted by the National Geodetic Survey in December 1998..
 TU2848.The horizontal coordinates are valid at the epoch date displayed above.
 TU2848.The epoch date for horizontal control is a decimal equivalence
 TU2848.of Year/Month/Day.
 TU2848
 TU2848.The orthometric height was scaled from a topographic map.
 TU2848
 TU2848.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2848
 TU2848.The geoid height was determined by GEOID03.
 TU2848
 TU2848;                    North         East     Units Scale Factor Converg.
 TU2848;SPC HI 2     -    44,055.421   554,663.190   MT  1.00000358   +0 11 08.8
 TU2848;UTM  04      - 2,294,948.944   797,668.943   MT  1.00069519   +1 00 44.9
 TU2848
 TU2848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2848!SPC HI 2     -   0.99960924  x   1.00000358  =   0.99961282
 TU2848!UTM  04      -   0.99960924  x   1.00069519  =   1.00030416
 TU2848
 TU2848|---------------------------------------------------------------------|
 TU2848| PID    Reference Object                     Distance      Geod. Az  |
 TU2848|                                                           dddmmss.s |
 TU2848| TU2847 PAKIHI KALUANUI 1883                134.876 METERS 09259     |
 TU2848| TU2845 KUIKI                               APPROX. 1.5 KM 1632237.4 |
 TU2848| TU2851 HALEAKALA 2 RESET                   APPROX. 4.6 KM 2253932.5 |
 TU2848|---------------------------------------------------------------------|
 TU2848
 TU2848                          SUPERSEDED SURVEY CONTROL
 TU2848
 TU2848  NAD 83(1986)-  20 43 49.68001(N)    156 08 30.62351(W) AD(       ) 3
 TU2848  OLD HI      -  20 44 01.18200(N)    156 08 40.76900(W) AD(       ) 3
 TU2848
 TU2848.Superseded values are not recommended for survey control.
 TU2848.NGS no longer adjusts projects to the OLD HI datum.
 TU2848.See file dsdata.txt to determine how the superseded data were derived.
 TU2848
 TU2848_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9766994949(NAD 83)
 TU2848_MARKER: Z = SEE DESCRIPTION
 TU2848_SETTING: 0 = UNSPECIFIED SETTING
 TU2848
 TU2848  HISTORY     - Date     Condition        Report By
 TU2848  HISTORY     - 1877     MONUMENTED       HIGS
 TU2848
 TU2848                          STATION DESCRIPTION
 TU2848
 TU2848'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2848'IN EASTERN PART OF EAST MAUI, IN KOOLAU DISTRICT, AT NORTHEAST
 TU2848'CORNER OF HALEAKALA CRATER, NEAR THE EDGE OF THE PRECIPICE, ON A
 TU2848'LARGE FLAT ROCK WHICH IS THE CENTER WHERE THE EIGHT DISTRICTS
 TU2848'OF EAST MAUI MEET.  CALLED POHAKU PALAHA.  MARKED BY A PILLAR
 TU2848'OF STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2067 ***********************************************************************
 TU2067  DESIGNATION -  PALAHEMO RESET
 TU2067  PID         -  TU2067
 TU2067  STATE/COUNTY-  HI/HAWAII
 TU2067  USGS QUAD   -  KA LAE (1982)
 TU2067
 TU2067                         *CURRENT SURVEY CONTROL
 TU2067  ___________________________________________________________________
 TU2067* NAD 83(1993)-  18 55 43.62607(N)    155 39 30.16000(W)     ADJUSTED  
 TU2067* LOCAL TIDAL -        53.3    (meters)     175.     (feet)  VERT ANG  
 TU2067  ___________________________________________________________________
 TU2067  EPOCH DATE  -        1993.62
 TU2067  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TU2067  GEOID HEIGHT-          14.60  (meters)                     GEOID03
 TU2067
 TU2067  HORZ ORDER  -  SECOND
 TU2067
 TU2067.The horizontal coordinates were established by classical geodetic methods
 TU2067.and adjusted by the National Geodetic Survey in December 1998..
 TU2067.The horizontal coordinates are valid at the epoch date displayed above.
 TU2067.The epoch date for horizontal control is a decimal equivalence
 TU2067.of Year/Month/Day.
 TU2067
 TU2067.The orthometric height was determined by vertical angle observations.
 TU2067
 TU2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2067
 TU2067.The geoid height was determined by GEOID03.
 TU2067
 TU2067;                    North         East     Units Scale Factor Converg.
 TU2067;SPC HI 1     -    10,572.737   483,317.543   MT  0.99997011   -0 03 05.0
 TU2067;UTM  05      - 2,095,055.855   220,007.353   MT  1.00056923   -0 51 46.5
 TU2067
 TU2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2067!SPC HI 1     -   0.99998933  x   0.99997011  =   0.99995944
 TU2067!UTM  05      -   0.99998933  x   1.00056923  =   1.00055855
 TU2067
 TU2067|---------------------------------------------------------------------|
 TU2067| PID    Reference Object                     Distance      Geod. Az  |
 TU2067|                                                           dddmmss.s |
 TU2067| CN5979 PALAHEMO RM 2                         9.608 METERS 17155     |
 TU2067| TU2075 KALAE LIGHT                         APPROX. 3.1 KM 2331959.4 |
 TU2067| TU2081 ANTENNA TOWER SW LEG                APPROX. 3.1 KM 2984700.1 |
 TU2067| TU2072 UMIS AHU RESET                      APPROX. 5.3 KM 3255448.8 |
 TU2067| TU2068 TANK                                APPROX. 2.4 KM 3375826.1 |
 TU2067| CN5978 PALAHEMO RM 1                        11.653 METERS 35756     |
 TU2067|---------------------------------------------------------------------|
 TU2067
 TU2067                          SUPERSEDED SURVEY CONTROL
 TU2067
 TU2067  NAD 83(1986)-  18 55 43.61096(N)    155 39 30.21292(W) AD(       ) 2
 TU2067  OLD HI      -  18 55 54.40100(N)    155 39 40.23300(W) AD(       ) 2
 TU2067
 TU2067.Superseded values are not recommended for survey control.
 TU2067.NGS no longer adjusts projects to the OLD HI datum.
 TU2067.See file dsdata.txt to determine how the superseded data were derived.
 TU2067
 TU2067_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA2000795056(NAD 83)
 TU2067_MARKER: DD = SURVEY DISK
 TU2067_SETTING: 0 = UNSPECIFIED SETTING
 TU2067_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2067
 TU2067  HISTORY     - Date     Condition        Report By
 TU2067  HISTORY     - 1961     MONUMENTED       CGS
 TU2067  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2067  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2067  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2067  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2067  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2067  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2067  HISTORY     - 19791010 GOOD             NOS
 TU2067
 TU2067                          STATION DESCRIPTION
 TU2067
 TU2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2067'IN SOUTHERN KA-U, IN KANAOA, ABOUT 2 MILES NORTHEAST OF KA LAE,
 TU2067'THE SOUTHERN POINT OF HAWAII, ON A SMOOTH GRASSY HILL ABOUT 600
 TU2067'METERS FROM THE SEA.  HILL ALSO CALLED POHAKULOA OR PUU
 TU2067'ULAULA.  MARKED BY DRILL HOLE INSIDE TRIANGLE CUT IN A ROUGH
 TU2067'AA LAVA BOWLDER.  OVER THIS A CAIRN WAS BUILT.
 TU2067
 TU2067                          STATION RECOVERY (1938)
 TU2067
 TU2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2067'LOCATION OF STATION--IN THE SOUTHERN PART OF HAWAII ON A GRASSY
 TU2067'HILL ABOUT 2000 FEET ABOVE THE SEA AND ABOUT 2 MILES NORTHEAST OF
 TU2067'KALAE LIGHT HOUSE.
 TU2067'
 TU2067'OLD MARK FOUND--DRILL-HOLE IN + CUT IN ROCK OVER WHICH WAS A
 TU2067'STONEPILE ROUGHLY THROWN TOGETHER.
 TU2067'
 TU2067'NEW STATION MARK--H.T.S.  TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2067'MONUMENT 7-1/2 FT. ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG
 TU2067'SET ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO
 TU2067'VIEW.  A STANDARD METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2067
 TU2067                          STATION RECOVERY (1948)
 TU2067
 TU2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2067'THE STATION WAS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  THE
 TU2067'STATION IS NOW SURROUNDED BY A TRIANGULAR CONCRETE PLATFORM WHICH
 TU2067'IS ABOUT 6 FEET ON EACH SIDE.  A NEW DESCRIPTION FOLLOWS--
 TU2067'
 TU2067'THE STATION IS LOCATED ON THE ROCKY SUMMIT OF A LOW HILL,
 TU2067'SURROUNDED BY OPEN PASTURE LAND, WHICH LIES ABOUT 1.5 MILES
 TU2067'NORTHEAST OF KA LAE (SOUTH POINT), ABOUT 600 METERS NORTHWEST OF
 TU2067'THE SEA AND ABOUT 500 METERS NORTHWEST OF A TRACK ROAD.
 TU2067'
 TU2067'TO REACH FROM THE SCHOOL HOUSE AND CHURCH IN WAICHINU.  GO WEST
 TU2067'AND NORTH ON THE ROAD WHICH LEADS TOWARD CAPTAIN COOK FOR 4
 TU2067'MILES.  TURN LEFT, AS PER THE SIGN READING SOUTH POINT, AND GO
 TU2067'SOUTH FOR 10.4 MILES.  CONTINUE STRAIGHT AHEAD, SOUTH AND EAST
 TU2067'FOR 0.6 MILE TO AN OLD ARMY CAMP.  TURN RIGHT AND GO SOUTHEAST
 TU2067'FOR 0.5 MILE TO THE BEACH.  TURN LEFT, ONTO A TRACK ROAD, AND GO
 TU2067'EASTERLY FOR 0.5 MILE.  PASS THROUGH A BOARD GATE AND CONTINUE
 TU2067'EASTERLY FOR 0.9 MILE.  TURN LEFT AND GO ACROSS COUNTRY,
 TU2067'NORTHERLY, FOR 0.25 MILE TO THE SUMMIT OF A ROCKY KNOLL AND THE
 TU2067'STATION.
 TU2067'
 TU2067'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2067'PROJECTS ABOUT 2 FEET ABOVE THE TOP OF A TRIANGULAR CONCRETE
 TU2067'PLATFORM WHICH IS ABOUT 6 FEET ON EACH SIDE AND PROJECTS ABOUT
 TU2067'8 INCHES ABOVE THE GROUND.
 TU2067'
 TU2067'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PALAHEMO
 TU2067'NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 TU2067'6 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2067'
 TU2067'THE HAWAII TERRITORY SURVEY, REPORTS THAT THE OLD STATION, A
 TU2067'DRILL HOLE IN THE CENTER OF A CROSS CUT IN ROCK, WAS RECOVERED IN
 TU2067'1938, AND THE 2-1/2 INCH PIPE MENTIONED ABOVE IN THE DESCRIPTION,
 TU2067'INSTALLED VERTICALLY OVER THE OLD MARK.
 TU2067
 TU2067                          STATION RECOVERY (1961)
 TU2067
 TU2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU2067'THE STATION MARK AND REFERENCE MARK WERE RECOVERED AS DESCRIBED
 TU2067'BY L.C. WILDER IN 1948.  THE STATION WAS MARKED BY A STANDARD
 TU2067'DISK AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 TU2067'
 TU2067'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROCKY HILL ABOUT
 TU2067'1-1/2 MILES NORTHEAST OF THE MOST SOUTHERN POINT OF HAWAII ISLAND
 TU2067'AND 1/2 MILE NORTHWEST OF THE COAST.
 TU2067'
 TU2067'TO REACH FROM THE SCHOOL HOUSE IN WAIOHINU, GO WEST ON STATE
 TU2067'HIGHWAY 11 FOR 4.0 MILES TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 TU2067'SOUTH FOR 10.4 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 TU2067'SOUTHEAST FOR 0.6 MILE TO AN ABANDONED ARMY CAMP.  FOLLOW TRACK
 TU2067'ROAD SOUTHEAST FOR 0.5 MILE TO A REVERSE Y AT COAST LINE.  TURN
 TU2067'LEFT AND GO EAST FOR 0.5 MILE TO A BOARD GATE.  PASS THROUGH THE
 TU2067'GATE AND CONTINUE EAST FOR 0.9 MILE.  TURN LEFT AND GO NORTH
 TU2067'ACROSS COUNTRY FOR 0.25 MILE TO THE SUMMIT OF THE ROCKY KNOLL
 TU2067'AND THE STATION.
 TU2067'
 TU2067'THE STATION MARK, A STANDARD DISK STAMPED PALAHEMO 1898 1961, IS
 TU2067'SET IN THE CENTER OF A TRIANGLE SHAPED CONCRETE PLATFORM.  THE
 TU2067'2 1/2-INCH PIPE IS STILL SETTING OVER THE DISK.
 TU2067'
 TU2067'REFERENCE MARK 1, A STANDARD DISK STAMPED PALAHEMO NO 1 1948, IS
 TU2067'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES
 TU2067'ABOVE THE GROUND.
 TU2067
 TU2067                          STATION RECOVERY (1964)
 TU2067
 TU2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2067'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 TU2067'FOUND TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK NO. 2 WAS
 TU2067'SET AT THIS DATE.  A COMPLETE DESCRIPTION FOLLOWS.
 TU2067'
 TU2067'THE STATION IS LOCATED ABOUT 2.0 MILES, AIRLINE, NORTHEAST OF
 TU2067'SOUTH POINT, 0.5 MILE NORTH OF THE COAST LINE AND ABOUT 2.0 MILES
 TU2067'SOUTHEAST OF THE PACIFIC MISSILE RANGE TRACKING FACILITY.
 TU2067'
 TU2067'TO REACH THE STATION FROM THE PACIFIC MISSILE RANGE TRACKING
 TU2067'FACILITY, GO SOUTH ON THE MAIN ROAD FOR 1.1 MILES TO A T ROAD ON
 TU2067'THE RIGHT.  CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 0.6 MILE TO A
 TU2067'T ROAD AND AN OLD CAMP AREA.  TURN RIGHT AND GO EAST-SOUTHEAST
 TU2067'FOR 0.5 MILE TO THE COAST LINE AND AN OLD FISHING CAMP.  CONTINUE
 TU2067'EASTERLY ON THE MAIN ROAD, CROSSING AN OLD LAVA FLOW, FOR 0.55
 TU2067'MILE TO A CATTLE GUARD AND GATE.  CONTINUE EASTERLY ON THE MAIN
 TU2067'ROAD FOR 0.3 MILE TO THE END OF THE LAVA FLOW, THENCE EASTERLY
 TU2067'ON THE MAIN ROAD FOR 0.05 MILE TO A SMALL RIDGE.  TURN LEFT
 TU2067'AND GO NORTHERLY ALONG THE RIDGE FOR 0.45 MILE TO THE HIGHEST
 TU2067'POINT AND THE STATION.
 TU2067'
 TU2067'THE STATION MARK IS A STANDARD DISK, STAMPED PALAHEMO 1898 1961,
 TU2067'SET IN THE CENTER OF A TRIANGULAR CONCRETE SLAB THAT PROJECTS 10
 TU2067'INCHES ABOVE THE SURFACE OF THE GROUND.
 TU2067'
 TU2067'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED PALAHEMO NO 1
 TU2067'1948, CEMENTED IN A DRILL HOLE IN THE TOP OF A PIECE OF LAVA THAT
 TU2067'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU2067'
 TU2067'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED PALAHEMO NO 2
 TU2067'1898 1964, CEMENTED IN A DRILL HOLE IN THE TOP OF A PIECE OF LAVA
 TU2067'THAT PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU2067
 TU2067                          STATION RECOVERY (1967)
 TU2067
 TU2067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2067'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2067'COMPLETE DESCRIPTION FOLLOWS--
 TU2067'
 TU2067'STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHWEST OF NAALEHU, 2
 TU2067'MILES NORTHEAST OF KA LAE POINT, WHICH IS THE SOUTHERNMOST POINT
 TU2067'OF THE ISLAND, AND 0.4 MILE NORTHWEST OF THE COAST, ON THE SUMMIT
 TU2067'OF A LOW HILL OF ABOUT 175 FEET ELEVATION, IN OPEN PASTURE LAND.
 TU2067'
 TU2067'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU2067'STATE HIGHWAY 11 FOR 5.8 MILES.  TURN LEFT AND GO SOUTH ON THE
 TU2067'SOUTH POINT ROAD FOR 9.1 MILES TO THE SOUTH POINT TRACKING
 TU2067'STATION.  CONTINUE AHEAD FOR 1.2 MILES TO FORK.  TAKE LEFT FORK
 TU2067'AND GO EAST 0.85 MILE TO END OF MACADAM ROAD AT OLD CONCRETE
 TU2067'FOUNDATIONS.  GO RIGHT, SOUTH, ON TRACK ROAD FOR 0.2 MILE TO
 TU2067'BOAT LAUNCHING RAMP BY SHACK.  GO LEFT AND FOLLOW ROCKY COAST
 TU2067'ROAD EASTERLY FOR 0.55 MILE TO CATTLE GUARD.  CROSS AND
 TU2067'CONTINUE FOR 0.4 MILE TO FORK.  TAKE LEFT FORK AND CONTINUE
 TU2067'FOR 0.15 MILE TO TOP OF LOW RISE.  HERE GO LEFT, LEAVING ROAD,
 TU2067'AND GO NORTHERLY UP-SLOPE FOR 0.35 MILE TO TOP OF HILL AND
 TU2067'STATION.  NOTE--A 4-WHEEL-DRIVE VEHICLE IS BEST FOR THE
 TU2067'ROCKY BEACH ROAD.
 TU2067'
 TU2067'STATION MARK IS A STANDARD DISK, STAMPED PALAHEMO 1898 1961,
 TU2067'CEMENTED IN THE HOLE IN THE CENTER OF A TRIANGULAR, CONCRETE
 TU2067'PLATFORM ABOUT 7 FEET ON EACH SIDE AND PROJECTING 6 INCHES ABOVE
 TU2067'GROUND.  THE 2-1/2-INCH IRON PIPE FORMERLY OVER CENTER OF PLATFORM
 TU2067'IS RUSTED OFF.
 TU2067'
 TU2067'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PALAHEMO
 TU2067'NO 1 1948, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT
 TU2067'PROJECTS 8 INCHES ABOVE GROUND AND IS ABOUT 8 INCHES HIGHER THAN
 TU2067'STATION MARK.
 TU2067'
 TU2067'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PALAHEMO
 TU2067'NO 2 1898 1964, CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL,
 TU2067'POINTED, BEDROCK OUTCROP THAT PROJECTS 1 FOOT ABOVE GROUND, AND IS
 TU2067'3.7 FEET LOWER THAN STATION MARK.
 TU2067
 TU2067                          STATION RECOVERY (1979)
 TU2067
 TU2067'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2067'RECOVERED AS DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1668 ***********************************************************************
 TU1668  DESIGNATION -  PALAILAI RESET
 TU1668  PID         -  TU1668
 TU1668  STATE/COUNTY-  HI/HONOLULU
 TU1668  USGS QUAD   -  EWA (1983)
 TU1668
 TU1668                         *CURRENT SURVEY CONTROL
 TU1668  ___________________________________________________________________
 TU1668* NAD 83(1993)-  21 20 26.68210(N)    158 05 26.46485(W)     ADJUSTED  
 TU1668* LOCAL TIDAL -       150.0    (meters)     492.     (feet)  VERT ANG  
 TU1668  ___________________________________________________________________
 TU1668  EPOCH DATE  -        1993.62
 TU1668  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 TU1668  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1668
 TU1668  HORZ ORDER  -  FIRST
 TU1668
 TU1668.The horizontal coordinates were established by classical geodetic methods
 TU1668.and adjusted by the National Geodetic Survey in December 1998..
 TU1668.The horizontal coordinates are valid at the epoch date displayed above.
 TU1668.The epoch date for horizontal control is a decimal equivalence
 TU1668.of Year/Month/Day.
 TU1668
 TU1668.The orthometric height was determined by vertical angle observations.
 TU1668
 TU1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1668
 TU1668.The geoid height was determined by GEOID03.
 TU1668
 TU1668;                    North         East     Units Scale Factor Converg.
 TU1668;SPC HI 3     -    19,276.532   490,593.133   MT  0.99999109   -0 01 58.8
 TU1668;UTM  04      - 2,360,131.886   594,290.845   MT  0.99970986   +0 19 51.4
 TU1668
 TU1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1668!SPC HI 3     -   0.99997401  x   0.99999109  =   0.99996510
 TU1668!UTM  04      -   0.99997401  x   0.99970986  =   0.99968387
 TU1668
 TU1668:                Primary Azimuth Mark                     Grid Az
 TU1668:SPC HI 3     -  WAIPAHU MILL OLD STK OAHU MILL           059 38 06.2
 TU1668:UTM  04      -  WAIPAHU MILL OLD STK OAHU MILL           059 16 16.0
 TU1668
 TU1668|---------------------------------------------------------------------|
 TU1668| PID    Reference Object                     Distance      Geod. Az  |
 TU1668|                                                           dddmmss.s |
 TU1668| TU1615 WAIPAHU MILL OLD STK OAHU MILL      APPROX.10.0 KM 0593607.4 |
 TU1668| TU1614 WAIPAHU MILL STACK                  APPROX.10.0 KM 0594138.7 |
 TU1668| TU1450 AIEA MILL STACK                     APPROX.17.5 KM 0753724.9 |
 TU1668| TU1427 PEARL HARBOR LARGE WATER TANK       APPROX.13.4 KM 0814429.9 |
 TU1668| TU1429 PEARL HARBOR WEST RADIO TOWER       APPROX.13.2 KM 0845222.3 |
 TU1668| TU1417 PEARL HARBOR WATER TANK C           APPROX.14.1 KM 0852255.4 |
 TU1668| TU1416 PEARL HARBOR WATER TANK B           APPROX.14.2 KM 0852334.0 |
 TU1668| TU1422 PEARL HARBOR EAST RADIO TOWER       APPROX.13.5 KM 0852741.6 |
 TU1668| TU1414 PEARL HARBOR WATER TANK A           APPROX.14.2 KM 0853322.9 |
 TU1668| TU1428 PEARL HARBOR SOUTH RADIO TOWER      APPROX.13.2 KM 0861905.8 |
 TU1668| TU1654 EWA IMM CON CATH CH CROSS           APPROX. 5.8 KM 0871500.2 |
 TU1668| TU1656 EWA MILL OLD STACK                  APPROX. 5.7 KM 0912059.4 |
 TU1668| TU1655 EWA MILL STACK                      APPROX. 5.7 KM 0913853.0 |
 TU1668| TU1421 FORT KAMEHAMEHA FLAGSTAFF           APPROX.13.8 KM 0985321.6 |
 TU1668| TU1407 STATION G                           APPROX.17.2 KM 1005300.3 |
 TU1668| TU1420 PEARL HARBOR ENT DATUM POINT        APPROX.14.1 KM 1040921.6 |
 TU1668| TU1657 MOORING MAST                        APPROX. 5.0 KM 1071525.6 |
 TU1668| TU1652 STATION X ARMY                      APPROX. 8.6 KM 1143754.5 |
 TU1668| CJ8911 PALAILAI RM 3                         3.943 METERS 13504     |
 TU1668| TU1662 BARBERS PT NAS BASE CONT TR BN      APPROX. 3.9 KM 1482902.1 |
 TU1668| TU1667 BARBERS PT NAS BEACON               APPROX. 4.0 KM 1654317.9 |
 TU1668| CJ8909 PALAILAI RM 1                         9.043 METERS 17148     |
 TU1668| TU1674 BARBERS POINT LIGHTHOUSE NEW        APPROX. 5.2 KM 1980702.3 |
 TU1668| TU1676 BARBERS PT CEMENT PLT OBSTR LT      APPROX. 4.9 KM 2011628.0 |
 TU1668| CJ8910 PALAILAI RM 2                         5.815 METERS 27142     |
 TU1668| TU1640 MANAWAHUA PK RADAR DOME             APPROX. 5.3 KM 3433551.4 |
 TU1668|---------------------------------------------------------------------|
 TU1668
 TU1668                          SUPERSEDED SURVEY CONTROL
 TU1668
 TU1668  NAD 83(1986)-  21 20 26.63073(N)    158 05 26.47594(W) AD(       ) 1
 TU1668  OLD HI      -  21 20 38.01095(N)    158 05 36.36169(W) AD(       ) 1
 TU1668
 TU1668.Superseded values are not recommended for survey control.
 TU1668.NGS no longer adjusts projects to the OLD HI datum.
 TU1668.See file dsdata.txt to determine how the superseded data were derived.
 TU1668
 TU1668_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9429160132(NAD 83)
 TU1668
 TU1668  HISTORY     - Date     Condition        Report By
 TU1668  HISTORY     - 1927     MONUMENTED       CGS
 TU1668  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1668  HISTORY     - 1953     SEE DESCRIPTION  USGS
 TU1668  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1668  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1668  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1668  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1668
 TU1668                          STATION DESCRIPTION
 TU1668
 TU1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1668'NEAR S COAST OF OAHU, AT THE S END OF THE WAIANAE RANGE, ON THE
 TU1668'PEAK OF PUU PALAILAI.  IT IS ON THE SUMMIT OF A ROCKY CLIFF, ON
 TU1668'THE W SIDE AND HIGHEST POINT OF AN EXTINCT VOLCANO, N OF THE MAIN
 TU1668'ROAD BETWEEN HONOLULU AND WAIANAE, AND N OF THE RAILROAD STATION
 TU1668'OF GILBERT.  A ROAD LEADING FROM THE PUMPHOUSE, OAHU SUGAR
 TU1668'COMPANY, AT THE SE FOOT OF THE RANGE, UP THROUGH SOME PINEAPPLE
 TU1668'FIELDS GOES TO WITHIN 300 FEET (IN ELEVATION) OF THE
 TU1668'STATION.
 TU1668'
 TU1668'THE ORIGINAL MARK, A REDWOOD POST AND CAIRN OF STONES, HAD BEEN
 TU1668'REPLACED BY THE U.S.E. WITH A CONCRETE POST 3 INCHES SQUARE AND 18
 TU1668'INCHES LONG WITH NAIL IN TOP.  IN 1927 THE NAIL WAS REPLACED WITH
 TU1668'STANDARD STATION-MARK DISK.  (NOTE--DESCRIPTION CONFLICTING.
 TU1668'STATES MARKED WITH STANDARD DISK IN CONCRETE IN OUTCROPPING
 TU1668'BEDROCK.  BUT THE REPLACEMENT INDICATED MOST PROBABLE.)
 TU1668'RE-MARKED IN 1929 WITH TYPE A SIGNAL.
 TU1668'
 TU1668'REFERENCE MARKS, STANDARD REFERENCE-MARK DISKS WITH ARROWS
 TU1668'POINTING TOWARD STATION, WEDGED IN DRILL HOLES IN OUTCROPPING
 TU1668'BEDROCK, ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM
 TU1668'STATION--NO. 1, 9.043 METERS (29.67 FEET), 351 DEG 48
 TU1668'MIN.  NO. 2, 5.855 METERS (19.21 FEET), 92 DEG 25 MIN.
 TU1668
 TU1668                          STATION RECOVERY (1953)
 TU1668
 TU1668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 TU1668'STATION FOUND IN GOOD CONDITION.  MARKED BY TERRITORY WITH A TYPE
 TU1668'A SIGNAL AND STAMPED PALAILAI 1927.
 TU1668
 TU1668                          STATION RECOVERY (1963)
 TU1668
 TU1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1668'STATION MARK AND REFERENCE MARK NUMBER TWO WERE RECOVERED AND
 TU1668'FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER ONE WAS DESTROYED
 TU1668'WHEN A MILITARY INSTALATION WAS BUILT NEAR THE STATION, PROBABLY
 TU1668'DURING WW-2.  A NEW REFERENCE MARK, NUMBER THREE, WAS
 TU1668'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1668'
 TU1668'STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE WEST OF EWA AND 1
 TU1668'MILE NORTH OF THE WEST END OF BARBERS POINT NAVAL AIR STATION, ON
 TU1668'PUU PALAILAI, AT 492 FEET ELEVATION, ABOUT 1/4 MILE NORTHWEST,
 TU1668'ABOVE THE P.C. AND R. QUARRY.
 TU1668'
 TU1668'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 76
 TU1668'ABOUT 2 MILES WEST OF WAIPAHU, GO WESTERLY ON STATE HIGHWAY 90 FOR
 TU1668'5.0 MILES TO THE QUARRY ON RIGHT.  (KEY FOR LOCKED GATE MAY BE
 TU1668'OBTAINED AT QUARRY OFFICE).  FOLLOW MAIN ROAD UP THROUGH QUARRY
 TU1668'FOR 0.7 MILE TO T-JUNCTION AT LOCKED GATE ON LEFT.  PASS THROUGH
 TU1668'GATE AND FOLLOW TRACK ROAD FOR 0.3 MILE TO GATE.  PASS THROUGH
 TU1668'GATE AND CONTINUE FOR 0.1 MILE TO FORK WITH METAL GATE ON LEFT
 TU1668'FORK.  PASS THROUGH THIS GATE AND GO UPHILL FOR 0.25 MILE TO END
 TU1668'OF ROAD AT POWER POLE ON RIDGE LINE.  WALK SOUTHERLY ALONG
 TU1668'RIDGE ABOUT 100 YARDS TO STATION.
 TU1668'
 TU1668'STATION MARK IS A STANDARD DISK STAMPED PALAILAI, CEMENTED IN A
 TU1668'DRILL HOLE IN BEDROCK PROJECTING ABOUT 3 FEET ABOVE SURROUNDING
 TU1668'AREA.  (NOTE--THE IRON YOKE OF THE HAWAII TERRITORY SURVEY SIGNAL
 TU1668'SETS SO CLOSE TO THE TOP OF THE MARK THAT IT IS NOT POSSIBLE TO
 TU1668'SEE IF A DATE IS STAMPED ON THE DISK.) THE MARK IS AT THE NORTH
 TU1668'SIDE OF THE TOP 1 OF 4 CONCRETE, FIRE-CONTROL BUILDINGS SET IN
 TU1668'THE SOUTH FACE OF THE HILL.
 TU1668'
 TU1668'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PALAILAI NO
 TU1668'2 CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE.  12.7 FEET WEST OF TH
 TU1668'NORTHWEST CORNER OF THE BUILDING AND 4.3 FEET LOWER THAN STATION
 TU1668'MARK.  THE MARK IS USUALLY COVERED WITH DIRT AND LEAVES.
 TU1668'
 TU1668'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PALAILAI
 TU1668'NO 3 1873-1927 1963, CEMENTED IN A DRILL HOLE IN THE NORTHEAST
 TU1668'CORNER OF THE FIRE-CONTROL BUILDING.  12.3 FEET NORTHEAST OF A VENT
 TU1668'PIPE PROJECTING FROM THE ROOF, 14 INCHES WEST OF THE CORNER, AND
 TU1668'2.4 FEET LOWER THAN STATION MARK.
 TU1668
 TU1668                          STATION RECOVERY (1967)
 TU1668
 TU1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1668'THE STATION MARK, REFERENCE MARK NO.2 AND REFERENCE NO.3 WERE
 TU1668'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE HORIZONTAL
 TU1668'DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS WAS VERIFIED.  A
 TU1668'NEW AND COMPLETE DESCRIPTION FOLLOWS--
 TU1668'
 TU1668'THE STATION IS LOCATED ON THE SOUTHEAST END OF A CRESCENT-SHAPED
 TU1668'RIDGE, ABOUT 3-1/2 MILES WEST OF EWA, 1 MILE NORTH OF THE WEST END
 TU1668'OF THE BARBERS POINT NAVAL AIR STATION, 0.5 MILE SOUTH OF MAKAKILO
 TU1668'AND 1/4 MILE NORTHWEST OF A QUARRY.
 TU1668'
 TU1668'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND
 TU1668'90 AT THE WEST EDGE OF WAIPAHU, GO WEST AND SOUTHWEST ON HIGHWAY
 TU1668'90 FOR 4.7 MILES TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY ON
 TU1668'MAKAKILO DRIVE FOR 0.4 MILE TO PALAILAI STREET.  TURN LEFT AND GO
 TU1668'SOUTH AND WEST ON PALAILAI STREET FOR 0.75 MILE TO THE END OF THE
 TU1668'STREET.  CONTINUE AHEAD, FOLLOWING A BLADED ROAD AROUND A
 TU1668'CONSTRUCTION AREA FOR 0.3 MILE TO A DIM TRACK ROAD ON THE
 TU1668'LEFT.  TURN LEFT AND GO EAST AND SOUTH ON THE TRACK ROAD FOR
 TU1668'0.2 MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTHEAST ALONG THE
 TU1668'TOP OF THE RIDGE FOR ABOUT 100 YARDS TO THE STATION MARK, AS
 TU1668'DESCRIBED BELOW.
 TU1668'
 TU1668'THE STATION MARK IS A STANDARD DISK, STAMPED PALAILAI 1927,
 TU1668'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  A TYPE A
 TU1668'HAWAIIAN TERRITORY SURVEY SIGNAL HAS BEEN BUILT OVER THE MARK.  THE
 TU1668'PIPE THAT HOLDS THE SIGNAL WAS FOUND TO BE ECCENTRIC BY 6
 TU1668'MILLIMETERS.  THE MARK IS JUST NORTH OF THE NORTH ONE OF FOUR
 TU1668'CONCRETE FIRE CONTROL BOXES.
 TU1668'
 TU1668'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED PALAILAI NO 2,
 TU1668'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 4 FEET
 TU1668'LOWER IN ELEVATION THAN THE STATION MARK.
 TU1668'
 TU1668'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED PALAILAI NO 3
 TU1668'1963, CEMENTED IN A DRILL HOLE IN THE TOP AND NORTHEAST CORNER OF
 TU1668'THE TOP ONE OF FOUR FIRE CONTROL BOXES.  IT IS 2 FEET LOWER IN
 TU1668'ELEVATION THAN THE STATION MARK.
 TU1668'
 TU1668'NOTE--THE ROUTE TO THE STATION MAY CHANGE DUE TO CONSTRUCTION IN
 TU1668'THE AREA.
 TU1668'
 TU1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1668'3-1/2 MILES WEST OF EWA.
 TU1668
 TU1668                          STATION RECOVERY (1969)
 TU1668
 TU1668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1668'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND IN
 TU1668'GOOD CONDITION, AS DESCRIBED IN THE 1963 RECOVERY NOTE BY W.R.P.
 TU1668'
 TU1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1668'3-1/2 MILES WEST OF EWA.
 TU1668
 TU1668                          STATION RECOVERY (1973)
 TU1668
 TU1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 TU1668'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND TO
 TU1668'BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS TO THE MARKS
 TU1668'WAS VERIFIED, HOWEVER A SMALL DIFFERENCE IN THE MEASUREMENTS TO
 TU1668'THE REFERENCE MARKS WAS NOTED, HOWEVER THE ORIGINAL MEASUREMENTS
 TU1668'APPEAR TO BE ACCURATE, DUE TO THE HIGH WINDS EXPERIENCED AT THIS
 TU1668'OCCUPATION.
 TU1668'
 TU1668'THE 1967 DESCRIPTION AND TO REACH BY P.C. JOHNSON IS ACCURATE
 TU1668'AND ADEQUATE.
 TU1668'
 TU1668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1668'APPROX. 3-1/2 MILES WEST OF EWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3193 ***********************************************************************
 TU3193  DESIGNATION -  PALAOA POINT LIGHT
 TU3193  PID         -  TU3193
 TU3193  STATE/COUNTY-  HI/MAUI
 TU3193  USGS QUAD   -  
 TU3193
 TU3193                         *CURRENT SURVEY CONTROL
 TU3193  ___________________________________________________________________
 TU3193* NAD 83(1993)-  20 43 56.49373(N)    156 57 53.49296(W)     ADJUSTED  
 TU3193* LOCAL TIDAL -                                                        
 TU3193  ___________________________________________________________________
 TU3193  EPOCH DATE  -        1993.62
 TU3193  LAPLACE CORR-           7.42  (seconds)                    DEFLEC99
 TU3193  GEOID HEIGHT-          15.32  (meters)                     GEOID03
 TU3193
 TU3193  HORZ ORDER  -  THIRD
 TU3193
 TU3193.The horizontal coordinates were established by classical geodetic methods
 TU3193.and adjusted by the National Geodetic Survey in December 1998..
 TU3193.The horizontal coordinates are valid at the epoch date displayed above.
 TU3193.The epoch date for horizontal control is a decimal equivalence
 TU3193.of Year/Month/Day.
 TU3193
 TU3193
 TU3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3193
 TU3193.The geoid height was determined by GEOID03.
 TU3193
 TU3193;                    North         East     Units Scale Factor Converg.
 TU3193;SPC HI 2     -    44,203.715   468,942.807   MT  0.99997858   -0 06 20.0
 TU3193;UTM  04      - 2,293,860.316   711,918.139   MT  1.00015504   +0 43 14.6
 TU3193
 TU3193                          SUPERSEDED SURVEY CONTROL
 TU3193
 TU3193  NAD 83(1986)-  20 43 56.44685(N)    156 57 53.45516(W) AD(       ) 4
 TU3193  OLD HI      -  20 44 07.80100(N)    156 58 03.56200(W) AD(       ) 3
 TU3193
 TU3193.Superseded values are not recommended for survey control.
 TU3193.NGS no longer adjusts projects to the OLD HI datum.
 TU3193.See file dsdata.txt to determine how the superseded data were derived.
 TU3193
 TU3193_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH1191893860(NAD 83)
 TU3193
 TU3193  HISTORY     - Date     Condition        Report By
 TU3193  HISTORY     - 1962     MONUMENTED       CGS
 TU3193  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU3193
 TU3193                          STATION DESCRIPTION
 TU3193
 TU3193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3193'STATION IS A WHITE-PAINTED, SQUARE, WOODEN SKELETON STRUCTURE THAT
 TU3193'IS 8 FEET SQUARE AT THE BASE AND TAPERS TO 4 FEET SQUARE ON TOP,
 TU3193'WHICH IS 41 FEET ABOVE THE FOUNDATION.  A 10-INCH LIGHT GLASS IS
 TU3193'MOUNTED ON TOP OF THE TOWER.  TOWER SETS ON AN 8-FOOT-SQUARE,
 TU3193'CONCRETE FOUNDATION.  IT IS LOCATED ON PALAOA POINT, AT THE
 TU3193'SOUTHWEST CORNER OF LANAI ISLAND, ON SHORELINE BLUFF AT EAST
 TU3193'EDGE OF KAUNOLU BAY, AND ABOUT 150 YARDS WEST-SOUTHWEST OF
 TU3193'STATION KAEA 1914 (USLHS) 1914.
 TU3193
 TU3193                          STATION RECOVERY (1976)
 TU3193
 TU3193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU3193'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1962.
 TU3193'
 TU3193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3193'7.5 MILES SOUTH WEST OF LANAI CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2536 ***********************************************************************
 TU2536  DESIGNATION -  PALEMANO 2 RESET
 TU2536  PID         -  TU2536
 TU2536  STATE/COUNTY-  HI/HAWAII
 TU2536  USGS QUAD   -  HONAUNAU (1996)
 TU2536
 TU2536                         *CURRENT SURVEY CONTROL
 TU2536  ___________________________________________________________________
 TU2536* NAD 83(1993)-  19 27 32.28197(N)    155 55 38.20197(W)     ADJUSTED  
 TU2536* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU2536  ___________________________________________________________________
 TU2536  EPOCH DATE  -        1993.62
 TU2536  LAPLACE CORR-          25.02  (seconds)                    DEFLEC99
 TU2536  GEOID HEIGHT-          19.79  (meters)                     GEOID03
 TU2536
 TU2536  HORZ ORDER  -  THIRD
 TU2536
 TU2536.The horizontal coordinates were established by classical geodetic methods
 TU2536.and adjusted by the National Geodetic Survey in December 1998..
 TU2536.The horizontal coordinates are valid at the epoch date displayed above.
 TU2536.The epoch date for horizontal control is a decimal equivalence
 TU2536.of Year/Month/Day.
 TU2536
 TU2536.The orthometric height was scaled from a topographic map.
 TU2536
 TU2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2536
 TU2536.The geoid height was determined by GEOID03.
 TU2536
 TU2536;                    North         East     Units Scale Factor Converg.
 TU2536;SPC HI 1     -    69,307.230   455,136.960   MT  0.99999154   -0 08 32.4
 TU2536;UTM  05      - 2,154,229.532   192,654.074   MT  1.00076780   -0 58 33.4
 TU2536;UTM  04      - 2,154,496.337   822,627.771   MT  1.00088684   +1 01 28.2
 TU2536
 TU2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2536!SPC HI 1     -   0.99999657  x   0.99999154  =   0.99998811
 TU2536!UTM  05      -   0.99999657  x   1.00076780  =   1.00076437
 TU2536!UTM  04      -   0.99999657  x   1.00088684  =   1.00088341
 TU2536
 TU2536:                Primary Azimuth Mark                     Grid Az
 TU2536:SPC HI 1     -  HONAUNAU ST BENEDICT CATH CH             123 01 54.4
 TU2536:UTM  05      -  HONAUNAU ST BENEDICT CATH CH             123 51 55.4
 TU2536:UTM  04      -  HONAUNAU ST BENEDICT CATH CH             121 51 53.8
 TU2536
 TU2536|---------------------------------------------------------------------|
 TU2536| PID    Reference Object                     Distance      Geod. Az  |
 TU2536|                                                           dddmmss.s |
 TU2536| TU2518 HONAUNAU ST BENEDICT CATH CH        APPROX. 4.9 KM 1225322.0 |
 TU2536| CN5982 PALEMANO 2 RM 1                       6.844 METERS 16124     |
 TU2536| CN5980 PALEMANO RM 1                        10.459 METERS 23139     |
 TU2536| TU2537 PALEMANO RESET                       29.202 METERS 24917     |
 TU2536| CN5981 PALEMANO RM 2                        34.418 METERS 28846     |
 TU2536| TU2539 NAPOOPOO LIGHT                      APPROX. 2.4 KM 3363051.7 |
 TU2536|---------------------------------------------------------------------|
 TU2536
 TU2536                          SUPERSEDED SURVEY CONTROL
 TU2536
 TU2536  NAD 83(1986)-  19 27 32.27968(N)    155 55 38.23747(W) AD(       ) 3
 TU2536  OLD HI      -  19 27 43.14600(N)    155 55 48.27300(W) AD(       ) 3
 TU2536
 TU2536.Superseded values are not recommended for survey control.
 TU2536.NGS no longer adjusts projects to the OLD HI datum.
 TU2536.See file dsdata.txt to determine how the superseded data were derived.
 TU2536
 TU2536_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9265454230(NAD 83)
 TU2536_MARKER: DS = TRIANGULATION STATION DISK
 TU2536_SETTING: 0 = UNSPECIFIED SETTING
 TU2536
 TU2536  HISTORY     - Date     Condition        Report By
 TU2536  HISTORY     - 1979     MONUMENTED       NOS
 TU2536
 TU2536                          STATION DESCRIPTION
 TU2536
 TU2536'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2536'THE MARK SET IN 1968 IS GONE AND HAS BEEN REPLACED WITH A
 TU2536'TRIANGULAR CONCRETE SLAB, 7.5 FEET PER SIDE, WITH A PIPE
 TU2536'PROJECTING 2.8 FEET OUT OF THE CENTER. THIS PIPE IS SLIGHTLY
 TU2536'BENT. ENGRAVED IN THE CONCRETE IS---PALEMANO 2 1976---.
 TU2536'ALSO ENGRAVED IS---CK 5/20/76---. THE REFERENCE MARK IS
 TU2536'INTACT. THERE IS NO LONGER A CONCRETE PAD NEARBY.STATION
 TU2536'WAS REACHED BY SMALL BOAT LANDING ON TTHE SMALL BEACH ON THE
 TU2536'SOUTH SIDE OF KEALAKEKUA BAY AND WALKING OUT TO PALEMANO PT.
 TU2536'THE STATION IS EASILY SEEN AS YOU REACH THE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2537 ***********************************************************************
 TU2537  DESIGNATION -  PALEMANO RESET
 TU2537  PID         -  TU2537
 TU2537  STATE/COUNTY-  HI/HAWAII
 TU2537  USGS QUAD   -  HONAUNAU (1996)
 TU2537
 TU2537                         *CURRENT SURVEY CONTROL
 TU2537  ___________________________________________________________________
 TU2537* NAD 83(1993)-  19 27 31.94602(N)    155 55 39.13846(W)     ADJUSTED  
 TU2537* LOCAL TIDAL -         2.0    (meters)       7.     (feet)  VERT ANG  
 TU2537  ___________________________________________________________________
 TU2537  EPOCH DATE  -        1993.62
 TU2537  LAPLACE CORR-          25.02  (seconds)                    DEFLEC99
 TU2537  GEOID HEIGHT-          19.78  (meters)                     GEOID03
 TU2537
 TU2537  HORZ ORDER  -  SECOND
 TU2537
 TU2537.The horizontal coordinates were established by classical geodetic methods
 TU2537.and adjusted by the National Geodetic Survey in December 1998..
 TU2537.The horizontal coordinates are valid at the epoch date displayed above.
 TU2537.The epoch date for horizontal control is a decimal equivalence
 TU2537.of Year/Month/Day.
 TU2537
 TU2537.The orthometric height was determined by vertical angle observations.
 TU2537
 TU2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2537
 TU2537.The geoid height was determined by GEOID03.
 TU2537
 TU2537;                    North         East     Units Scale Factor Converg.
 TU2537;SPC HI 1     -    69,296.968   455,109.620   MT  0.99999157   -0 08 32.7
 TU2537;UTM  05      - 2,154,219.661   192,626.566   MT  1.00076801   -0 58 33.7
 TU2537;UTM  04      - 2,154,485.510   822,600.622   MT  1.00088662   +1 01 27.9
 TU2537
 TU2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2537!SPC HI 1     -   0.99999658  x   0.99999157  =   0.99998815
 TU2537!UTM  05      -   0.99999658  x   1.00076801  =   1.00076458
 TU2537!UTM  04      -   0.99999658  x   1.00088662  =   1.00088319
 TU2537
 TU2537:                Primary Azimuth Mark                     Grid Az
 TU2537:SPC HI 1     -  NAPOOPOO KAHIKOLU CHURCH SPIRE           047 09 40.9
 TU2537:UTM  05      -  NAPOOPOO KAHIKOLU CHURCH SPIRE           047 59 41.9
 TU2537:UTM  04      -  NAPOOPOO KAHIKOLU CHURCH SPIRE           045 59 40.3
 TU2537
 TU2537|---------------------------------------------------------------------|
 TU2537| PID    Reference Object                     Distance      Geod. Az  |
 TU2537|                                                           dddmmss.s |
 TU2537| TU2532 NAPOOPOO KAHIKOLU CHURCH SPIRE      APPROX. 1.7 KM 0470108.2 |
 TU2537| TU2520 KALAMA UMI                          APPROX. 4.6 KM 0471352.8 |
 TU2537| TU2536 PALEMANO 2 RESET                     29.202 METERS 06917     |
 TU2537| CN5980 PALEMANO RM 1                        19.496 METERS 07838     |
 TU2537| CN5982 PALEMANO 2 RM 1                                    08233     |
 TU2537| TU2519 KEEI LATTER DAY SAINTS CHURCH       APPROX. 3.9 KM 0990254.9 |
 TU2537| TU2518 HONAUNAU ST BENEDICT CATH CH        APPROX. 4.9 KM 1223650.7 |
 TU2537| TU2540 KEAWEKAHEKA RESET                   APPROX. 3.6 KM 3222322.4 |
 TU2537| TU2539 NAPOOPOO LIGHT                      APPROX. 2.4 KM 3371200.1 |
 TU2537| TU2538 CAPTAIN COOKS MONUMENT              APPROX. 2.6 KM 3460316.3 |
 TU2537| CN5981 PALEMANO RM 2                        22.050 METERS 34609     |
 TU2537|---------------------------------------------------------------------|
 TU2537
 TU2537                          SUPERSEDED SURVEY CONTROL
 TU2537
 TU2537  NAD 83(1986)-  19 27 31.94373(N)    155 55 39.17399(W) AD(       ) 2
 TU2537  OLD HI      -  19 27 42.81000(N)    155 55 49.21000(W) AD(       ) 2
 TU2537
 TU2537.Superseded values are not recommended for survey control.
 TU2537.NGS no longer adjusts projects to the OLD HI datum.
 TU2537.See file dsdata.txt to determine how the superseded data were derived.
 TU2537
 TU2537_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9262754220(NAD 83)
 TU2537_MARKER: DS = TRIANGULATION STATION DISK
 TU2537_SETTING: 0 = UNSPECIFIED SETTING
 TU2537
 TU2537  HISTORY     - Date     Condition        Report By
 TU2537  HISTORY     - 1948     MONUMENTED       CGS
 TU2537  HISTORY     - 1968     GOOD             CGS
 TU2537  HISTORY     - 1972     GOOD             NGS
 TU2537  HISTORY     - 1979     GOOD             NOS
 TU2537
 TU2537                          STATION DESCRIPTION
 TU2537
 TU2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2537'THE STATION, AS DESCRIBED IN THE 1928 SURVEY, WAS RECOVERED IN
 TU2537'GOOD CONDITION.  A STANDARD DISK WAS SET IN THE CENTER OF THE 2
 TU2537'INCH PIPE AND TWO REFERENCE MARKS WERE ESTABLISHED.  A NEW
 TU2537'DESCRIPTION FOLLOWS--
 TU2537'
 TU2537'THE STATION IS LOCATED ON PALEMANO POINT ABOUT 3 MILES NORTH
 TU2537'OF HONAUNAU BAY, ABOUT 1.3 MILES SOUTHWEST OF NAPOOPOO, ABOUT 300
 TU2537'FEET EAST OF THE WESTERNMOST POINT OF PALEMANO POINT, 96 FEET
 TU2537'SOUTHWEST OF A CONCRETE SLAB WHICH FORMED THE FOUNDATION FOR THE
 TU2537'OLD LIGHTHOUSE AND ON THE TOP OF A MOUND OF CONCRETE WHICH IS
 TU2537'AWASH DURING STORMY WEATHER.
 TU2537'
 TU2537'TO REACH FROM THE POST OFFICE AT NAPOOPOO.  GO SOUTH ON THE ROAD
 TU2537'WHICH LEADS TOWARD HONAUNAU FOR 0.6 MILE.  TURN RIGHT, ONTO A
 TU2537'GRADED ROAD, AND GO WEST AND SOUTH FOR 0.5 MILE.  PASS THROUGH THE
 TU2537'SETTLEMENT AT KEEI AND CONTINUE SOUTHERLY FOR 0.2 MILE.  PASS
 TU2537'THROUGH A BOARD GATE INTO THE GROUNDS OF THE KONA MALUHIA
 TU2537'CAMP.  TURN RIGHT AND GO WESTERLY FOR 0.3 MILE TO THE STATION.
 TU2537'
 TU2537'THE STATION IS A STANDARD DISK, STAMPED PALEMANO RESET 1948, SET
 TU2537'IN THE TOP OF A MOUND OF CONCRETE WHICH PROJECTS ABOUT 2 FEET.
 TU2537'
 TU2537'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PALEMANO NO 1
 TU2537'1948, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 TU2537'SURROUNDING ROCK.  IT IS LOCATED 34 FEET SOUTHWEST OF THE
 TU2537'FOUNDATION OF AN OLD LIGHTHOUSE AND IS ABOUT 2 FEET LOWER THAN THE
 TU2537'STATION.
 TU2537'
 TU2537'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PALEMANO NO 2
 TU2537'1948, SET INTO A DRILL HOLE IN FLAT BEDROCK.  IT IS LOCATED ABOUT 3
 TU2537'FEET LOWER THAN THE STATION.
 TU2537'
 TU2537'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 TU2537'NUMBER 2 IS 98.760 FEET.
 TU2537
 TU2537                          STATION RECOVERY (1968)
 TU2537
 TU2537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2537'STATION WAS RECOVERED AND BOTH REFERENCE MARKS FOUND IN GOOD
 TU2537'CONDITION.  THE STONE AND CONCRETE MOUND IN WHICH THE STATION MARK
 TU2537'IS SET IS CRACKING AND THE SOFT BEDROCK LEDGE ON WHICH IT IS
 TU2537'LOCATED IS BEING BROKEN UP BY WAVE ACTION AND IT WILL NOT LAST
 TU2537'LONG, SO A NEW STATION, PALEMANO 2, WAS ESTABLISHED, HOWEVER THE
 TU2537'OLD STATION WAS NOT REMOVED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2537'
 TU2537'STATION IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF THE POST
 TU2537'OFFICE AT HONAUNAU, 1 MILE SOUTHWEST OF NAPOOPOO, 1400 FEET
 TU2537'SOUTHWEST OF KEEI VILLAGE, AND 800 FEET WEST-NORTHWEST OF MALUHIA
 TU2537'BOYS CAMP, NEAR THE SEA, ON PALEMANO POINT.
 TU2537'
 TU2537'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH ON
 TU2537'STATE HIGHWAY 11 FOR 1.8 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2537'16.  TURN SHARP RIGHT AND GO DOWNHILL ON STATE HIGHWAY 16 FOR 3.5
 TU2537'MILES TO THE CITY OF REFUGE.  CONTINUE NORTH ON THE ROAD TO
 TU2537'NAPOOPOO FOR 3.05 MILES TO SIDE ROAD LEFT, JUST PAST STATION KEEI
 TU2537'NORTH BASE 1948.  TURN LEFT AND GO 0.65 MILE TO SAND BEACH AT
 TU2537'END OF KEEI VILLAGE.  FOLLOW SANDY ROAD RIGHT, ALONG BEACH, FOR
 TU2537'0.15 MILE TO END OF BEACH.  FROM HERE PACK SOUTHWEST ACROSS
 TU2537'BEDROCK BEACH ABOUT 125 YARDS TO STATION.
 TU2537'
 TU2537'STATION MARK IS A STANDARD DISK STAMPED PALEMANO RESET 1948, SET
 TU2537'IN A CONCRETE POST IN THE CENTER OF A 3-FOOT-DIAMETER, STONE AND
 TU2537'CONCRETE MOUND 16 INCHES HIGH, ON THE NORTH EDGE OF A 2-FOOT
 TU2537'LEDGE OF SOFT LAVA ROCK.
 TU2537'
 TU2537'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PALEMANO NO 1
 TU2537'1948, CEMENTED IN A DRILL HOLE IN BEDROCK, 34.3 FEET SOUTHWEST OF A
 TU2537'LARGE CONCRETE PAD (IN WHICH PALEMANO 2 IS SET), AND IS ABOUT 16
 TU2537'INCHES LOWER THAN STATION MARK.
 TU2537'
 TU2537'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PALEMANO NO 2
 TU2537'1948, CEMENTED IN A DRILL HOLE IN FLAT LAVA AREA, 2-1/2 FEET LOWER
 TU2537'THAN STATION MARK.
 TU2537
 TU2537                          STATION RECOVERY (1972)
 TU2537
 TU2537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2537'STATION MARK WAS RECOVERED AS DESCRIBED BY R.C. MUNSON (1968) IN
 TU2537'FAIR CONDITION.  IT APPEARS THAT THE MARK HAS NOT DETERIORATED
 TU2537'SIGNIFICANTLY SINCE IT WAS VISITED IN 1968.  REFERENCE MARKS 1 AND
 TU2537'2 WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TU2537
 TU2537                          STATION RECOVERY (1979)
 TU2537
 TU2537'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2537'STATION WAS RECOVERED AS DESCRIBED.
 TU2537'THE DESCRIPTION TO REACH THE STATION WAS NOT VERIFIED. THE
 TU2537'STATION WAS REACHED BY LANDING A SMALL BOAT AT THE BEACH
 TU2537'ON SOUTH SIDE OF KEALAKEKUA BAY AND WALKING OUT TO THE
 TU2537'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1188 ***********************************************************************
 TU1188  DESIGNATION -  PALI
 TU1188  PID         -  TU1188
 TU1188  STATE/COUNTY-  HI/HONOLULU
 TU1188  USGS QUAD   -  HONOLULU (1983)
 TU1188
 TU1188                         *CURRENT SURVEY CONTROL
 TU1188  ___________________________________________________________________
 TU1188* NAD 83(1993)-  21 22 03.08244(N)    157 47 39.18009(W)     ADJUSTED  
 TU1188* LOCAL TIDAL -       390.     (meters)    1280.     (feet)  SCALED    
 TU1188  ___________________________________________________________________
 TU1188  EPOCH DATE  -        1993.62
 TU1188  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 TU1188  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU1188
 TU1188  HORZ ORDER  -  THIRD
 TU1188
 TU1188.The horizontal coordinates were established by classical geodetic methods
 TU1188.and adjusted by the National Geodetic Survey in December 1998..
 TU1188.The horizontal coordinates are valid at the epoch date displayed above.
 TU1188.The epoch date for horizontal control is a decimal equivalence
 TU1188.of Year/Month/Day.
 TU1188
 TU1188.The orthometric height was scaled from a topographic map.
 TU1188
 TU1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1188
 TU1188.The geoid height was determined by GEOID03.
 TU1188
 TU1188;                    North         East     Units Scale Factor Converg.
 TU1188;SPC HI 3     -    22,252.648   521,342.381   MT  0.99999563   +0 04 29.9
 TU1188;UTM  04      - 2,363,302.616   625,013.123   MT  0.99979312   +0 26 21.8
 TU1188
 TU1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1188!SPC HI 3     -   0.99993617  x   0.99999563  =   0.99993180
 TU1188!UTM  04      -   0.99993617  x   0.99979312  =   0.99972930
 TU1188
 TU1188                          SUPERSEDED SURVEY CONTROL
 TU1188
 TU1188  NAD 83(1986)-  21 22 03.03159(N)    157 47 39.18875(W) AD(       ) 3
 TU1188  OLD HI      -  21 22 14.42800(N)    157 47 49.06700(W) AD(       ) 3
 TU1188
 TU1188.Superseded values are not recommended for survey control.
 TU1188.NGS no longer adjusts projects to the OLD HI datum.
 TU1188.See file dsdata.txt to determine how the superseded data were derived.
 TU1188
 TU1188_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2501363303(NAD 83)
 TU1188
 TU1188  HISTORY     - Date     Condition        Report By
 TU1188  HISTORY     - UNK      MONUMENTED
 TU1188  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1188
 TU1188                          STATION DESCRIPTION
 TU1188
 TU1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1188'THE STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU1188'DESCRIPTION FOLLOWS--
 TU1188'
 TU1188'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF KAILUA, ON A
 TU1188'SHOULDER OF THE RIDGE LINE IN THE DEEP SADDLE OF THE KOOLAU
 TU1188'MOUNTAINS WHERE THE PALI HIGHWAY TUNNELS ARE LOCATED.  IT IS ABOUT
 TU1188'500 FEET NORTHWEST, ACROSS THE HIGHWAY, FROM THE PALI LOOKOUT
 TU1188'POINT, IS AT ABOUT 1275 FEET ELEVATION, AND IS ABOUT 90 FEET
 TU1188'HIGHER THAN THE LOOKOUT POINT.
 TU1188'
 TU1188'TO REACH STATION FROM THE INTERSECTION OF VINYARD STREET AND THE
 TU1188'PALI HIGHWAY IN HONOLULU, GO NORTHEAST ON PALI HIGHWAY FOR 5.5
 TU1188'MILES.  TAKE RIGHT FORK AND GO 0.35 MILE.  TURN BACK SHARP LEFT,
 TU1188'JUST BEFORE REACHING THE PALI LOOKOUT POINT, AND GO 0.05 MILE TO
 TU1188'WHERE POWER LINE CROSSES ROAD.  FROM HERE WALK UP ALONG POWER
 TU1188'LINE ABOUT 50 YARDS TO TOP OF RIDGE.  BEAR LEFT AND GO UP THROUGH
 TU1188'TREES ABOUT 150 YARDS TO STATION.
 TU1188'
 TU1188'STATION IS CENTER OF A 2-1/2-INCH IRON PIPE THAT PROJECTS 2
 TU1188'FEET FROM THE CENTER OF A CONCRETE PLATFORM THAT IS ABOUT 5 FEET
 TU1188'SQUARE AND 16 INCHES THICK.  THIS SIGNAL WAS BUILT LONG AGO BY
 TU1188'THE HAWAII TERRITORIAL SURVEY AND IS KNOWN AS A TYPE C
 TU1188'SIGNAL.  IT IS AT THE NORTHEAST POINT OF A GROVE OF IRONWOODS
 TU1188'AND AT EDGE OF SHEER CLIFF TO NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2388 ***********************************************************************
 TU2388  DESIGNATION -  PALI
 TU2388  PID         -  TU2388
 TU2388  STATE/COUNTY-  HI/HAWAII
 TU2388  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2388
 TU2388                         *CURRENT SURVEY CONTROL
 TU2388  ___________________________________________________________________
 TU2388* NAD 83(1993)-  19 24 06.78199(N)    155 18 09.96659(W)     ADJUSTED  
 TU2388* LOCAL TIDAL -      1142.20   (meters)    3747.4    (feet)  LEVELING  
 TU2388  ___________________________________________________________________
 TU2388  EPOCH DATE  -        1993.62
 TU2388  LAPLACE CORR-         -12.47  (seconds)                    DEFLEC99
 TU2388  GEOID HEIGHT-          22.97  (meters)                     GEOID03
 TU2388
 TU2388  HORZ ORDER  -  THIRD
 TU2388  VERT ORDER  -  THIRD
 TU2388
 TU2388.The horizontal coordinates were established by classical geodetic methods
 TU2388.and adjusted by the National Geodetic Survey in December 1998..
 TU2388.The horizontal coordinates are valid at the epoch date displayed above.
 TU2388.The epoch date for horizontal control is a decimal equivalence
 TU2388.of Year/Month/Day.
 TU2388
 TU2388.The orthometric height was determined by differential leveling.
 TU2388.The vertical network tie was performed by a horz. field party for horz.
 TU2388.obs reductions. Reset procedures were used to establish the elevation.
 TU2388
 TU2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2388
 TU2388.The geoid height was determined by GEOID03.
 TU2388
 TU2388;                    North         East     Units Scale Factor Converg.
 TU2388;SPC HI 1     -    62,944.590   520,715.879   MT  0.99997197   +0 03 55.9
 TU2388;UTM  05      - 2,146,910.944   258,170.567   MT  1.00032294   -0 45 55.2
 TU2388
 TU2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2388!SPC HI 1     -   0.99981687  x   0.99997197  =   0.99978885
 TU2388!UTM  05      -   0.99981687  x   1.00032294  =   1.00013975
 TU2388
 TU2388:                Primary Azimuth Mark                     Grid Az
 TU2388:SPC HI 1     -  NORTH RIM                                046 39 40.8
 TU2388:UTM  05      -  NORTH RIM                                047 29 31.9
 TU2388
 TU2388|---------------------------------------------------------------------|
 TU2388| PID    Reference Object                     Distance      Geod. Az  |
 TU2388|                                                           dddmmss.s |
 TU2388| TU2383 NORTH RIM                           APPROX. 2.1 KM 0464336.7 |
 TU2388|---------------------------------------------------------------------|
 TU2388
 TU2388                          SUPERSEDED SURVEY CONTROL
 TU2388
 TU2388  NAD 83(1986)-  19 24 06.77632(N)    155 18 10.01925(W) AD(       ) 3
 TU2388  OLD HI      -  19 24 18.65700(N)    155 18 19.97900(W) AD(       ) 3
 TU2388
 TU2388.Superseded values are not recommended for survey control.
 TU2388.NGS no longer adjusts projects to the OLD HI datum.
 TU2388.See file dsdata.txt to determine how the superseded data were derived.
 TU2388
 TU2388_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5817146911(NAD 83)
 TU2388_MARKER: DD = SURVEY DISK
 TU2388_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU2388_SP_SET: UNSPECIFIED ROCK
 TU2388_STAMPING: PALI
 TU2388_MARK LOGO: USGS  
 TU2388_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2388
 TU2388  HISTORY     - Date     Condition        Report By
 TU2388  HISTORY     - 1920     MONUMENTED       USGS
 TU2388  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2388  HISTORY     - 1967     GOOD             CGS
 TU2388
 TU2388                          STATION DESCRIPTION
 TU2388
 TU2388'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2388'IN SOUTHEAST HAWAII, 1-1/4 MILES WEST OF HALEMAUMAU, AT THE
 TU2388'PLACE WHERE THE PALI RUNNING SOUTHWEST FROM UWEKAHUNA GRADUALLY
 TU2388'DISAPPEARS INTO A LOW ROUNDED RIDGE.  STATION IS ON LOW KNOB
 TU2388'OF PAHOEHOE LAVA.  MARK, A BRONZE TABLET CEMENTED IN SOLID ROCK.
 TU2388
 TU2388                          STATION RECOVERY (1967)
 TU2388
 TU2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2388'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2388'DESCRIPTION FOLLOWS--
 TU2388'
 TU2388'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK,
 TU2388'ABOUT 3-1/2 MILES SOUTHWEST OF THE PARK HEADQUARTERS BUILDING,
 TU2388'1/2-MILE SOUTHWEST OF THE CRATER RIM ROAD, AND 600 FEET
 TU2388'SOUTHEAST OF THE KAU DESERT TRAIL, AT ABOUT 3747 FEET
 TU2388'ELEVATION, ON A LOW MOUND WHICH IS THE HIGHEST POINT IN THE
 TU2388'VICINITY, ON THE HIGH GROUND RUNNING SOUTHWEST BETWEEN THE KAU
 TU2388'DESERT TRAIL AND A LARGE, SANDY DRAW TO SOUTHEAST.
 TU2388'
 TU2388'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2388'HEADQUARTERS BUILDING, GO WEST AND SOUTHWEST ON THE CRATER RIM
 TU2388'ROAD FOR 3.7 MILES TO END OF TRUCK TRAVEL WHERE THE CRATER RIM ROAD
 TU2388'REACHES ITS WESTERNMOST POINT BEFORE TURNING BACK TO
 TU2388'SOUTHEAST.  WALK NORTHWEST ABOUT 100 YARDS TO TOP OF LOW RIDGE
 TU2388'AND THE KAU DESERT TRAIL.  GO LEFT, SOUTHWEST, ALONG, THE
 TU2388'WELL-MARKED TRAIL FOR ABOUT 0.6 MILE, THEN LEAVE TRAIL AND GO
 TU2388'LEFT SOUTHEAST, ABOUT 600 FEET TO STATION.
 TU2388'
 TU2388'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED PALI,
 TU2388'CEMENTED IN A DRILL HOLE IN A 3-FOOT ROCK, 6 FEET NORTHEAST OF
 TU2388'A CAIRN.
 TU2388
 TU2388                          STATION RECOVERY (1967)
 TU2388
 TU2388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU2388'THE FOLLOWING TEXT IS FROM A 1967 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2388'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ABOUT 3.5
 TU2388'MILES (5.6 KM) SOUTHWEST OF THE PARK HEADQUARTERS BUILDING, 0.5 MILE
 TU2388'(0.8 KM) SOUTHWEST OF THE CRATER RIM ROAD, AND 600 FEET (182.9 M)
 TU2388'SOUTHEAST OF THE KAU DESERT TRAIL, AT ABOUT 3747 FEET (1142.1 M)
 TU2388'ELEVATION, ON A LOW MOUND WHICH IS THE HIGHEST POINT IN THE VICINITY,
 TU2388'ON THE HIGH GROUND RUNNING SOUTHWEST BETWEEN THE KAU DESERT TRAIL AND
 TU2388'A LARGE, SANDY DRAW TO SOUTHEAST. TO REACH STATION FROM THE HAWAII
 TU2388'VOLCANOES NATIONAL PARK HEADQUARTERS BUILDING, GO WEST AND SOUTHWEST
 TU2388'ON THE CRATER RIM ROAD FOR 3.7 MILES (6.0 KM) TO END OF TRUCK TRAVEL
 TU2388'WHERE THE CRATER RIM ROAD REACHES ITS WESTERNMOST POINT BEFORE
 TU2388'TURNING BACK TO SOUTHEAST.  WALK NORTHWEST ABOUT 100 YARDS TO TOP OF
 TU2388'LOW RIDGE AND THE KAU DESERT TRAIL.  GO LEFT, SOUTHWEST, ALONG, THE
 TU2388'WELL-MARKED TRAIL FOR ABOUT 0.6 MILE, THEN LEAVE TRAIL AND GO LEFT
 TU2388'SOUTHEAST, ABOUT 600 FEET (182.9 M) TO STATION. STATION MARK IS A US
 TU2388'GEOLOGICAL SURVEY DISK, STAMPED PALI, CEMENTED IN A DRILL HOLE IN A
 TU2388'3-FOOT ROCK, 6 FEET (1.8 M) NORTHEAST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1986 ***********************************************************************
 TU1986  DESIGNATION -  PALI RESET
 TU1986  PID         -  TU1986
 TU1986  STATE/COUNTY-  HI/KAUAI
 TU1986  USGS QUAD   -  HAENA (1983)
 TU1986
 TU1986                         *CURRENT SURVEY CONTROL
 TU1986  ___________________________________________________________________
 TU1986* NAD 83(1993)-  22 09 46.00747(N)    159 35 50.13776(W)     ADJUSTED  
 TU1986* LOCAL TIDAL -      1250.     (meters)    4101.     (feet)  SCALED    
 TU1986  ___________________________________________________________________
 TU1986  EPOCH DATE  -        1993.62
 TU1986  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 TU1986  GEOID HEIGHT-          16.71  (meters)                     GEOID03
 TU1986
 TU1986  HORZ ORDER  -  THIRD
 TU1986
 TU1986.The horizontal coordinates were established by classical geodetic methods
 TU1986.and adjusted by the National Geodetic Survey in December 1998..
 TU1986.The horizontal coordinates are valid at the epoch date displayed above.
 TU1986.The epoch date for horizontal control is a decimal equivalence
 TU1986.of Year/Month/Day.
 TU1986
 TU1986.The orthometric height was scaled from a topographic map.
 TU1986
 TU1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1986
 TU1986.The geoid height was determined by GEOID03.
 TU1986
 TU1986;                    North         East     Units Scale Factor Converg.
 TU1986;SPC HI 4     -    36,482.542   489,968.272   MT  0.99999124   -0 02 12.1
 TU1986;UTM  04      - 2,450,965.666   438,420.070   MT  0.99964685   -0 13 31.1
 TU1986
 TU1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1986!SPC HI 4     -   0.99980096  x   0.99999124  =   0.99979220
 TU1986!UTM  04      -   0.99980096  x   0.99964685  =   0.99944788
 TU1986
 TU1986|---------------------------------------------------------------------|
 TU1986| PID    Reference Object                     Distance      Geod. Az  |
 TU1986|                                                           dddmmss.s |
 TU1986| CJ8913 PALI RM 2                             0.792 METERS 09927     |
 TU1986| CJ8912 PALI RM 1                             0.488 METERS 25704     |
 TU1986|---------------------------------------------------------------------|
 TU1986
 TU1986                          SUPERSEDED SURVEY CONTROL
 TU1986
 TU1986  NAD 83(1986)-  22 09 45.96610(N)    159 35 50.17095(W) AD(       ) 3
 TU1986  OLD HI      -  22 09 57.29700(N)    159 36 00.24300(W) AD(       ) 3
 TU1986
 TU1986.Superseded values are not recommended for survey control.
 TU1986.NGS no longer adjusts projects to the OLD HI datum.
 TU1986.See file dsdata.txt to determine how the superseded data were derived.
 TU1986
 TU1986_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3842050966(NAD 83)
 TU1986
 TU1986  HISTORY     - Date     Condition        Report By
 TU1986  HISTORY     - 1910     MONUMENTED       CGS
 TU1986  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1986
 TU1986                          STATION DESCRIPTION
 TU1986
 TU1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1986'IN NORTHWEST KAUAI, ON MIDDLE OF THREE SHARP PEAKS AT THE EDGE OF
 TU1986'PALI, ABOUT 1/4 MILE NORTH OF THE EAST END OF THE KAUNUOHUA
 TU1986'RIDGE.  STATION IS ON HIGHEST PART OF SUMMIT AT ITS NORTH SIDE, AND
 TU1986'IS APPROACHED BY TRAIL FROM EAST END OF KAUNUOHUA RIDGE ACROSS AN
 TU1986'OPEN MARSHY SPOT, THENCE UP OVER THE FIRST PEAK.  THESE PEAKS
 TU1986'ALONG THE PALI ARE ALL COVERED WITH AN EXCEEDINGLY DENSE AND
 TU1986'TANGLED MAT OF LIHUE AND OTHER UNDERBRUSH.  MARKED BY A BOTTLE
 TU1986'SET IN THE GROUND WITH NECK FLUSH WITH THE CLAY SURFACE FROM
 TU1986'WHICH THE HUMUS AND ROOTS HAVE BEEN CLEARED.  REFERENCE MARKS
 TU1986'ARE AS FOLLOWS--NO. 1, A 3/4 BY 15 INCH IRON ROD
 TU1986'DRIVEN IN CLEARED GROUND, WITH 2 INCHES PROJECTING.  IT IS
 TU1986'1.6 FEET FROM STATION IN AZIMUTH 177 DEG.  NO. 2 SIMILAR TO NO.
 TU1986'1, DISTANT 2.6 FEET AZIMUTH 19-1/2 DEG.
 TU1986
 TU1986                          STATION RECOVERY (1966)
 TU1986
 TU1986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1986'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU1986'ALTHOUGH THE AZIMUTHS TO BOTH REFERENCE RODS WERE FOUND TO BE IN
 TU1986'ERROR.  THE STATION WAS RE-MARKED WITH A STANDARD DISK, AND THE OLD
 TU1986'BOTTLE WAS SET FOR AN ADDITIONAL REFERENCE MARK.  A COMPLETE
 TU1986'DESCRIPTION FOLLOWS--
 TU1986'
 TU1986'STATION IS LOCATED IN NORTHWEST KAUAI, ABOUT 6-1/2 MILES
 TU1986'SOUTHWEST OF HANALEI, ALONG WAINIHA RIDGE, ABOUT 1/4-MILE NORTH
 TU1986'OF ITS JUNCTION WITH KAUNUOHUA RIDGE, AND ABOUT 200 YARDS NORTH OF
 TU1986'A LARGE, PROMINENT, BARE AREA IN SADDLE, ON THE MIDDLE ONE OF 3
 TU1986'CLOSELY-GROUPED POINTS ON AN EXTREMELY NARROW, RUGGED PART OF
 TU1986'THE RIDGE.  THE POINT IS COVERED WITH BRUSH AND SMALL TREES.
 TU1986'
 TU1986'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO NORTH ON
 TU1986'ON MAIN ROAD FOR 0.35 MILE.  TAKE GRAVEL SIDE ROAD RIGHT, AT
 TU1986'SIGN MOHIHI 6.2 MILES, AND GO 0.7 MILE.  TAKE RIGHT FORK AND
 TU1986'GO 0.4 MILE.  TAKE LEFT FORK AT SIGN MOHIHI 5.1 MILES AND GO
 TU1986'0.3 MILE.  TAKE LEFT FORK AND GO 0.05 MILE.  TAKE RIGHT FORK
 TU1986'AT SIGN MOHIHI 4.7 MILES AND GO 1.5 MILES.  TAKE LEFT FORK AT
 TU1986'SIGN ALAKAI SWAMP TRAIL 1/4 AND FOLLOW OLD ROAD FOR 0.9 MILE TO
 TU1986'END OF ROAD AT A TELEPHONE POLE.  PACK EASTERLY ON TRAIL ALONG
 TU1986'OLD TELEPHONE LINE ABOUT 2 MILES TO MILEPOST 3.  HERE LEAVE
 TU1986'TRAIL AND GO DUE NORTH CLEARING TRAIL THROUGH BRUSH, DOWN
 TU1986'ACROSS SHALLOW CANYON AND THEN UP ONTO RIDGE, ABOUT 1/2-MILE,
 TU1986'TO STATION AFTER CROSSING BARE AREA.  ABOUT A 2-HOUR PACK.
 TU1986'
 TU1986'STATION MARK IS A STANDARD DISK STAMPED PALI 1910 1966, SECURED
 TU1986'TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET IN CEMENT AND PROJECTS
 TU1986'3 INCHES FROM GROUND.  IT IS IN THE CENTER OF A SMALL BARE PATCH.
 TU1986'
 TU1986'REFERENCE ROD NUMBER ONE IS A 3/4-INCH-DIAMETER IRON ROD THAT
 TU1986'PROJECTS 1 INCH FROM GROUND.  IT IS AT SOUTHWEST END OF THE BARE
 TU1986'PATCH AND AT SAME ELEVATION AS STATION.
 TU1986'
 TU1986'REFERENCE ROD NUMBER TWO IS A 3/4-INCH-DIAMETER IRON ROD THAT
 TU1986'PROJECTS 2 INCHES FROM GROUND AND IS AT SAME ELEVATION AS
 TU1986'STATION.
 TU1986'
 TU1986'REFERENCE BOTTLE NUMBER THREE IS A 1-QUART BOTTLE, SET WITH THE
 TU1986'NECK PROJECTING 3 INCHES FROM GROUND.
 TU1986'
 TU1986'NOTE--4-WHEEL-DRIVE VEHICLE REQUIRED FOR LAST MILE OF ROAD
 TU1986'TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2523 ***********************************************************************
 TU2523  DESIGNATION -  PALIANIHI RESET
 TU2523  PID         -  TU2523
 TU2523  STATE/COUNTY-  HI/HAWAII
 TU2523  USGS QUAD   -  HONAUNAU (1996)
 TU2523
 TU2523                         *CURRENT SURVEY CONTROL
 TU2523  ___________________________________________________________________
 TU2523* NAD 83(1993)-  19 22 48.50973(N)    155 53 50.42288(W)     ADJUSTED  
 TU2523* LOCAL TIDAL -        43.     (meters)     141.     (feet)  SCALED    
 TU2523  ___________________________________________________________________
 TU2523  EPOCH DATE  -        1993.62
 TU2523  LAPLACE CORR-          25.51  (seconds)                    DEFLEC99
 TU2523  GEOID HEIGHT-          19.89  (meters)                     GEOID03
 TU2523
 TU2523  HORZ ORDER  -  THIRD
 TU2523
 TU2523.The horizontal coordinates were established by classical geodetic methods
 TU2523.and adjusted by the National Geodetic Survey in December 1998..
 TU2523.The horizontal coordinates are valid at the epoch date displayed above.
 TU2523.The epoch date for horizontal control is a decimal equivalence
 TU2523.of Year/Month/Day.
 TU2523
 TU2523.The orthometric height was scaled from a topographic map.
 TU2523
 TU2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2523
 TU2523.The geoid height was determined by GEOID03.
 TU2523
 TU2523;                    North         East     Units Scale Factor Converg.
 TU2523;SPC HI 1     -    60,574.050   458,260.355   MT  0.99998819   -0 07 54.7
 TU2523;UTM  05      - 2,145,445.192   195,652.631   MT  1.00074513   -0 57 43.8
 TU2523
 TU2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2523!SPC HI 1     -   0.99999011  x   0.99998819  =   0.99997830
 TU2523!UTM  05      -   0.99999011  x   1.00074513  =   1.00073524
 TU2523
 TU2523:                Primary Azimuth Mark                     Grid Az
 TU2523:SPC HI 1     -  LAE LOA RESET                            325 31 15.7
 TU2523:UTM  05      -  LAE LOA RESET                            326 21 04.8
 TU2523
 TU2523|---------------------------------------------------------------------|
 TU2523| PID    Reference Object                     Distance      Geod. Az  |
 TU2523|                                                           dddmmss.s |
 TU2523| TU2530 LAE LOA RESET                       APPROX. 2.4 KM 3252321.0 |
 TU2523|---------------------------------------------------------------------|
 TU2523
 TU2523                          SUPERSEDED SURVEY CONTROL
 TU2523
 TU2523  NAD 83(1986)-  19 22 48.50728(N)    155 53 50.46093(W) AD(       ) 3
 TU2523  OLD HI      -  19 23 00.21900(N)    155 53 59.92300(W) AD(       ) 3
 TU2523
 TU2523.Superseded values are not recommended for survey control.
 TU2523.NGS no longer adjusts projects to the OLD HI datum.
 TU2523.See file dsdata.txt to determine how the superseded data were derived.
 TU2523
 TU2523_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9565345445(NAD 83)
 TU2523_MARKER: I = METAL ROD
 TU2523_SETTING: 0 = UNSPECIFIED SETTING
 TU2523
 TU2523  HISTORY     - Date     Condition        Report By
 TU2523  HISTORY     - 1938     MONUMENTED       HITS
 TU2523  HISTORY     - 1948     GOOD             CGS
 TU2523  HISTORY     - 1968     GOOD             CGS
 TU2523  HISTORY     - 1972     GOOD             NGS
 TU2523  HISTORY     - 1979     GOOD             NOS
 TU2523
 TU2523                          STATION DESCRIPTION
 TU2523
 TU2523'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1938 (CLM)
 TU2523'LOCATION OF STATION--WEST COAST OF HAWAII, SOUTH KONA
 TU2523'ON TOP OF AND 8-FEET AWAY FROM THE PERPENDICULAR BLUFF JUST
 TU2523'BACK OF HOOKENA VILLAGE AND ON THE LOWER SIDE OF THE ROAD LEADING
 TU2523'DOWN TO HOOKENA.
 TU2523'
 TU2523'OLD MARK FOUND--DRILL HOLE IN MIDDLE OF TRIANGLE CUT IN
 TU2523'ROCK AND 4 +S DISTANT 1.2 FEET, 0.82 FEET, 2.10 FEET AND 2.67
 TU2523'FEET FROM THE STATION MARK.
 TU2523'
 TU2523'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2523'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET
 TU2523'LONG SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT
 TU2523'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE
 TU2523'STEEL BAR).
 TU2523
 TU2523                          STATION RECOVERY (1948)
 TU2523
 TU2523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2523'THIS STATION WAS MONUMENTED IN 1938 BY THE HAWAII TERRITORY
 TU2523'SURVEY, WITH CONCRETE INSTRUMENT PLATFORM, METAL POLE AND
 TU2523'TARGET.  AT THAT TIME THEY RECOVERED A DRILL HOLE IN MIDDLE OF
 TU2523'TRIANGLE AND 4 CROSSES DISTANT 1.2 FEET, 0.82 FEET, 2.10 FEET AND
 TU2523'2.67 FEET FROM THE STATION MARK.  THE PRESENT PIPE AND TARGET
 TU2523'WERE INSTALLED OVER THE OLD CENTER MARK.
 TU2523
 TU2523                          STATION RECOVERY (1968)
 TU2523
 TU2523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2523'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 4-1/2 MILES
 TU2523'SOUTH-SOUTHWEST OF HONAUNAU, AT THE EAST EDGE OF HOOKENA VILLAGE,
 TU2523'ALONG WEST SIDE OF MACADAM ROAD, ON THE EDGE OF THE CURVING CLIFF
 TU2523'ABOUT 100 FEET HIGH OVERLOOKING THE SAND BEACH AT KAUHAKO BAY
 TU2523'AT SOUTH SIDE OF HOOKENA VILLAGE.
 TU2523'
 TU2523'TO REACH STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH ON
 TU2523'STATE HIGHWAY 11 FOR 3.9 MILES TO HOOKENA SCHOOL.  CONTINUE FOR
 TU2523'0.4 MILE TO FORK AND SIGN HOOKENA.  TAKE RIGHT FORK AND GO
 TU2523'DOWNGRADE FOR 2.0 MILES TO STATION ON LEFT, IN TREES.
 TU2523'
 TU2523'STATION IS MARKED BY A TRIANGULAR, CONCRETE PLATFORM 7 FEET ON
 TU2523'EACH SIDE, WITH A 3-1/2-INCH HOLE THROUGH THE CENTER.  A 1-7/8-INCH
 TU2523'IRON SHAFT, 2 FEET LONG, MOUNTED ON 3 IRON LEGS, IS CENTERED
 TU2523'OVER THE HOLE, AND A PUNCH MARK IN THE TOP IS USED FOR
 TU2523'CENTER.  STATION IS 50 YARDS NORTH-NORTHWEST OF TELEPHONE POLE
 TU2523'NO. 23, 100 YARDS NORTHWEST OF TELEPHONE POLE NO. 22, 57 FEET
 TU2523'WEST OF CENTER OF MACADAM ROAD, AND 200 YARDS SOUTHEAST,
 TU2523'UPGRADE, FROM A HAIRPIN LEFT TURN.
 TU2523
 TU2523                          STATION RECOVERY (1972)
 TU2523
 TU2523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2523'STATION MARK WAS RECOVERED AS DESCRIBED BY R.C. MUNSON
 TU2523'(1968) IN GOOD CONDITION.
 TU2523
 TU2523                          STATION RECOVERY (1979)
 TU2523
 TU2523'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2523'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1638 ***********************************************************************
 TU1638  DESIGNATION -  PALIKEA
 TU1638  PID         -  TU1638
 TU1638  STATE/COUNTY-  HI/HONOLULU
 TU1638  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1638
 TU1638                         *CURRENT SURVEY CONTROL
 TU1638  ___________________________________________________________________
 TU1638* NAD 83(1993)-  21 24 52.15787(N)    158 06 01.29481(W)     ADJUSTED  
 TU1638* LOCAL TIDAL -       947.9    (meters)    3110.     (feet)  VERT ANG  
 TU1638  ___________________________________________________________________
 TU1638  EPOCH DATE  -        1993.62
 TU1638  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 TU1638  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU1638
 TU1638  HORZ ORDER  -  FIRST
 TU1638
 TU1638.The horizontal coordinates were established by classical geodetic methods
 TU1638.and adjusted by the National Geodetic Survey in December 1998..
 TU1638.The horizontal coordinates are valid at the epoch date displayed above.
 TU1638.The epoch date for horizontal control is a decimal equivalence
 TU1638.of Year/Month/Day.
 TU1638
 TU1638.The orthometric height was determined by vertical angle observations.
 TU1638
 TU1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1638
 TU1638.The geoid height was determined by GEOID03.
 TU1638
 TU1638;                    North         East     Units Scale Factor Converg.
 TU1638;SPC HI 3     -    27,442.069   489,594.744   MT  0.99999134   -0 02 11.9
 TU1638;UTM  04      - 2,368,288.600   593,240.821   MT  0.99970743   +0 19 42.6
 TU1638
 TU1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1638!SPC HI 3     -   0.99984854  x   0.99999134  =   0.99983989
 TU1638!UTM  04      -   0.99984854  x   0.99970743  =   0.99955602
 TU1638
 TU1638|---------------------------------------------------------------------|
 TU1638| PID    Reference Object                     Distance      Geod. Az  |
 TU1638|                                                           dddmmss.s |
 TU1638| CJ8915 PALIKEA RM 2                          3.888 METERS 01657     |
 TU1638| TU1626 KUNIA FACILITY RADAR TOWER          APPROX. 8.0 KM 0361744.7 |
 TU1638| TU1631 KUNIA RADIO STA KAHU MAST           APPROX. 5.2 KM 0532319.3 |
 TU1638| CJ8914 PALIKEA RM 1                          4.248 METERS 25443     |
 TU1638| TU1692 MAILI USN RADIO STA W TWR OF 7      APPROX. 6.1 KM 2774638.7 |
 TU1638| TU1739 MAILI USN RADIO CEN MAST OF 3       APPROX. 6.5 KM 2852745.1 |
 TU1638| TU1529 MT KAALA SE RADAR DOME              APPROX.11.2 KM 3371209.8 |
 TU1638|---------------------------------------------------------------------|
 TU1638
 TU1638                          SUPERSEDED SURVEY CONTROL
 TU1638
 TU1638  NAD 83(1986)-  21 24 52.10754(N)    158 06 01.30558(W) AD(       ) 1
 TU1638  OLD HI      -  21 25 03.50120(N)    158 06 11.19634(W) AD(       ) 1
 TU1638
 TU1638.Superseded values are not recommended for survey control.
 TU1638.NGS no longer adjusts projects to the OLD HI datum.
 TU1638.See file dsdata.txt to determine how the superseded data were derived.
 TU1638
 TU1638_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9324168289(NAD 83)
 TU1638_MARKER: Z = SEE DESCRIPTION
 TU1638_SETTING: 0 = UNSPECIFIED SETTING
 TU1638
 TU1638  HISTORY     - Date     Condition        Report By
 TU1638  HISTORY     - 1969     MONUMENTED       CGS
 TU1638
 TU1638                          STATION DESCRIPTION
 TU1638
 TU1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1638'THE STATION IS LOCATED ON THE HIGHEST POINT OF PALIKEA
 TU1638'PEAK, WHICH IS ABOUT 8-1/2 MILES SOUTHWEST OF WAHIAWA, 6-1/2
 TU1638'MILES NORTHWEST OF WAIPAHU, 6 MILES SOUTHEAST OF WAIANAE AND
 TU1638'ON FOREST RESERVE LAND IN THE WAIANAE MOUNTAINS.
 TU1638'
 TU1638'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 90
 TU1638'AND 75, ABOUT 1/2 MILE WEST OF WAIPAHU, GO WEST ON HIGHWAY 90
 TU1638'FOR 0.35 MILE TO THE JUNCTION WITH STATE HIGHWAY 76, CONTINUE
 TU1638'WEST ON STATE HIGHWAY 90 FOR 1.95 MILES TO A CROSSROAD, TURN
 TU1638'RIGHT AND GO NORTHERLY ON A SURFACED ROAD, PASSING THROUGH AN
 TU1638'UNDERPASS, FOR 0.6 MILE TO A FORK, KEEP THE LEFT FORK AND FOLLOW
 TU1638'THE MAIN SURFACED ROAD WEST AND NORTH FOR 3.85 MILES TO A FORK,
 TU1638'KEEP THE RIGHT FORK AND FOLLOW THE SURFACED ROAD UPGRADE FOR 0.6
 TU1638'MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE ON THE SURFACED
 TU1638'ROAD FOR 0.25 MILE TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 TU1638'FOR 0.05 MILE TO A LOCKED GATE, PASS THROUGH THE GATE AND CONTINUE
 TU1638'NORTHERLY ON THE MAIN SURFACED ROAD FOR 1.35 MILES TO A LARGE
 TU1638'BUILDING ON THE RIGHT CONTINUE AHEAD ON THE SURFACED ROAD FOR
 TU1638'0.55 MILE TO ANOTHER LARGE BUILDING ON THE RIGHT AND A 3-WAY FORK
 TU1638'JUST BEYOND, KEEP THE EXTREME RIGHT FORK AND CONTINUE ON THE MAIN
 TU1638'SURFACED ROAD FOR 0.65 MILE TO A GROUP OF BUILDINGS, THE END OF
 TU1638'THE ROAD AND THE END OF TRUCK TRAVEL.  PACK NORTH, UP SOME
 TU1638'CONCRETE STEPS FOR ABOUT 100 FEET, TURN LEFT AND FOLLOW A WELL
 TU1638'DEFINED TRAIL NORTHERLY FOR ABOUT 1-1/2 HOURS TO A HIGH PEAK ON
 TU1638'THE RIDGE AND THE STATION.
 TU1638'
 TU1638'THE STATION MARK IS A STANDARD DISK STAMPED PALIKEA 1969, BRAZED
 TU1638'TO THE TOP OF A 4 INCH SOIL PIPE PROJECTING 5 INCHES ABOVE THE
 TU1638'GROUND.
 TU1638'
 TU1638'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PALIKEA NO 1 1969,
 TU1638'BRAZED TO THE TOP OF A 4 INCH SOIL PIPE PROJECTING ABOUT 4
 TU1638'INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU1638'
 TU1638'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PALIKEA NO 2
 TU1638'1969, BRAZED TO THE TOP OF A 4 INCH SOIL PIPE PROJECTING ABOUT
 TU1638'6 INCHES.  IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 TU1638'STATION.
 TU1638'
 TU1638'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 TU1638'
 TU1638'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 23.39 FEET OR 7.130
 TU1638'METERS.
 TU1638'
 TU1638'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1852 ***********************************************************************
 TU1852  DESIGNATION -  PALM
 TU1852  PID         -  TU1852
 TU1852  STATE/COUNTY-  HI/KAUAI
 TU1852  USGS QUAD   -  KEKAHA (1983)
 TU1852
 TU1852                         *CURRENT SURVEY CONTROL
 TU1852  ___________________________________________________________________
 TU1852* NAD 83(1993)-  21 58 18.28913(N)    159 43 30.27754(W)     ADJUSTED  
 TU1852* LOCAL TIDAL -                                                        
 TU1852  ___________________________________________________________________
 TU1852  EPOCH DATE  -        1993.62
 TU1852  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 TU1852  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU1852
 TU1852  HORZ ORDER  -  THIRD
 TU1852
 TU1852.The horizontal coordinates were established by classical geodetic methods
 TU1852.and adjusted by the National Geodetic Survey in December 1998..
 TU1852.The horizontal coordinates are valid at the epoch date displayed above.
 TU1852.The epoch date for horizontal control is a decimal equivalence
 TU1852.of Year/Month/Day.
 TU1852
 TU1852
 TU1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1852
 TU1852.The geoid height was determined by GEOID03.
 TU1852
 TU1852;                    North         East     Units Scale Factor Converg.
 TU1852;SPC HI 4     -    15,343.330   476,753.644   MT  0.99999667   -0 05 03.2
 TU1852;UTM  04      - 2,429,876.980   425,140.665   MT  0.99966924   -0 16 16.7
 TU1852
 TU1852                          SUPERSEDED SURVEY CONTROL
 TU1852
 TU1852  NAD 83(1986)-  21 58 18.25342(N)    159 43 30.30159(W) AD(       ) 4
 TU1852  OLD HI      -  21 58 29.53000(N)    159 43 40.34000(W) AD(       ) 3
 TU1852
 TU1852.Superseded values are not recommended for survey control.
 TU1852.NGS no longer adjusts projects to the OLD HI datum.
 TU1852.See file dsdata.txt to determine how the superseded data were derived.
 TU1852
 TU1852_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2514129877(NAD 83)
 TU1852
 TU1852  HISTORY     - Date     Condition        Report By
 TU1852  HISTORY     - UNK      MONUMENTED
 TU1852  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1852
 TU1852                          STATION DESCRIPTION
 TU1852
 TU1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1852'A SEARCH WAS MADE BUT NO MARK WAS FOUND.  THE VICINITY IS NOW
 TU1852'DENSELY COVERED WITH A GROVE OF KIAWE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2510 ***********************************************************************
 TU2510  DESIGNATION -  PAM
 TU2510  PID         -  TU2510
 TU2510  STATE/COUNTY-  HI/HAWAII
 TU2510  USGS QUAD   -  KAULUOA POINT (1996)
 TU2510
 TU2510                         *CURRENT SURVEY CONTROL
 TU2510  ___________________________________________________________________
 TU2510* NAD 83(1993)-  19 20 24.39055(N)    155 52 23.09214(W)     ADJUSTED  
 TU2510* LOCAL TIDAL -       333.7    (meters)    1095.     (feet)  VERT ANG  
 TU2510  ___________________________________________________________________
 TU2510  EPOCH DATE  -        1993.62
 TU2510  LAPLACE CORR-          26.38  (seconds)                    DEFLEC99
 TU2510  GEOID HEIGHT-          20.32  (meters)                     GEOID03
 TU2510
 TU2510  HORZ ORDER  -  SECOND
 TU2510
 TU2510.The horizontal coordinates were established by classical geodetic methods
 TU2510.and adjusted by the National Geodetic Survey in December 1998..
 TU2510.The horizontal coordinates are valid at the epoch date displayed above.
 TU2510.The epoch date for horizontal control is a decimal equivalence
 TU2510.of Year/Month/Day.
 TU2510
 TU2510.The orthometric height was determined by vertical angle observations.
 TU2510
 TU2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2510
 TU2510.The geoid height was determined by GEOID03.
 TU2510
 TU2510;                    North         East     Units Scale Factor Converg.
 TU2510;SPC HI 1     -    56,136.918   460,799.124   MT  0.99998565   -0 07 24.8
 TU2510;UTM  05      - 2,140,968.421   198,128.751   MT  1.00072658   -0 57 08.0
 TU2510
 TU2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2510!SPC HI 1     -   0.99994435  x   0.99998565  =   0.99993000
 TU2510!UTM  05      -   0.99994435  x   1.00072658  =   1.00067089
 TU2510
 TU2510|---------------------------------------------------------------------|
 TU2510| PID    Reference Object                     Distance      Geod. Az  |
 TU2510|                                                           dddmmss.s |
 TU2510| CN5983 PAM RM 1                              6.230 METERS 12143     |
 TU2510| TU2543 HOOKENA                             APPROX. 5.3 KM 3273725.0 |
 TU2510| CN5984 PAM RM 2                              4.460 METERS 35954     |
 TU2510|---------------------------------------------------------------------|
 TU2510
 TU2510                          SUPERSEDED SURVEY CONTROL
 TU2510
 TU2510  NAD 83(1986)-  19 20 24.38641(N)    155 52 23.12543(W) AD(       ) 2
 TU2510  OLD HI      -  19 20 35.22934(N)    155 52 33.17083(W) AD(       ) 2
 TU2510
 TU2510.Superseded values are not recommended for survey control.
 TU2510.NGS no longer adjusts projects to the OLD HI datum.
 TU2510.See file dsdata.txt to determine how the superseded data were derived.
 TU2510
 TU2510_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9812940968(NAD 83)
 TU2510_MARKER: Z = SEE DESCRIPTION
 TU2510_SETTING: 0 = UNSPECIFIED SETTING
 TU2510
 TU2510  HISTORY     - Date     Condition        Report By
 TU2510  HISTORY     - 1972     MONUMENTED       NGS
 TU2510
 TU2510                          STATION DESCRIPTION
 TU2510
 TU2510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2510'STATION IS LOCATED IN THE HONOKUA LAVA FLOW OF 1950, ABOUT
 TU2510'10 MILES SOUTH OF KEALAKEKUA BAY ON THE WEST SIDE OF THE ISLAND
 TU2510'OF HAWAII.
 TU2510'
 TU2510'TO REACH STATION, FOLLOW STATE HIGHWAY 11 SOUTH FROM THE TOWN
 TU2510'OF KEALIA ABOUT 3.9 MILES, OR ABOUT 3.2 MILES SOUTH OF HOOKENA
 TU2510'SCHOOL.  GO TO THE SOUTHERN SIDE OF THE HONOKUA LAVA FLOW OF
 TU2510'1950 AND TURN RIGHT ON AN UNPAVED ROAD WHICH BENDS BACK NORTH,
 TU2510'PARALLEL TO AND APPROXIMATELY 150 FEET WEST OF ROUTE 11.  FOLLOW
 TU2510'THIS ROAD TO ABOUT MIDDLE OF LAVA FLOW.  STATION IS LOCATED ON
 TU2510'WESTERN EDGE OF UNPAVED ROAD.
 TU2510'
 TU2510'STATION IS A STANDARD DISK STAMPED PAM 1972 AND SET IN A
 TU2510'LARGE BOULDER.
 TU2510'
 TU2510'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NO. 1 SET
 TU2510'ON EASTERN EDGE OF UNPAVED ROAD.
 TU2510'
 TU2510'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED NO. 2 SET IN
 TU2510'LAVA ROCK IN THE FLOW NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2245 ***********************************************************************
 TU2245  DESIGNATION -  PANAEWA
 TU2245  PID         -  TU2245
 TU2245  STATE/COUNTY-  HI/HAWAII
 TU2245  USGS QUAD   -  HILO (1995)
 TU2245
 TU2245                         *CURRENT SURVEY CONTROL
 TU2245  ___________________________________________________________________
 TU2245* NAD 83(1993)-  19 40 24.99737(N)    155 03 51.50512(W)     ADJUSTED  
 TU2245* LOCAL TIDAL -        66.2    (meters)     217.     (feet)  VERT ANG  
 TU2245  ___________________________________________________________________
 TU2245  EPOCH DATE  -        1993.62
 TU2245  LAPLACE CORR-         -17.40  (seconds)                    DEFLEC99
 TU2245  GEOID HEIGHT-          18.16  (meters)                     GEOID03
 TU2245
 TU2245  HORZ ORDER  -  FIRST
 TU2245
 TU2245.The horizontal coordinates were established by classical geodetic methods
 TU2245.and adjusted by the National Geodetic Survey in December 1998..
 TU2245.The horizontal coordinates are valid at the epoch date displayed above.
 TU2245.The epoch date for horizontal control is a decimal equivalence
 TU2245.of Year/Month/Day.
 TU2245
 TU2245.The orthometric height was determined by vertical angle observations.
 TU2245
 TU2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2245
 TU2245.The geoid height was determined by GEOID03.
 TU2245
 TU2245;                    North         East     Units Scale Factor Converg.
 TU2245;SPC HI 1     -    93,069.959   545,686.062   MT  0.99999246   +0 08 48.1
 TU2245;UTM  05      - 2,176,676.603   283,584.664   MT  1.00017894   -0 41 42.9
 TU2245
 TU2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2245!SPC HI 1     -   0.99998674  x   0.99999246  =   0.99997920
 TU2245!UTM  05      -   0.99998674  x   1.00017894  =   1.00016568
 TU2245
 TU2245|---------------------------------------------------------------------|
 TU2245| PID    Reference Object                     Distance      Geod. Az  |
 TU2245|                                                           dddmmss.s |
 TU2245| CN5986 PANAEWA RM 2                          9.750 METERS 06049     |
 TU2245| TU2244 11 C HIGS 1978                      246.284 METERS 18603     |
 TU2245| TU2265 HALAI 2                             APPROX. 5.8 KM 3243840.6 |
 TU2245| CN5985 PANAEWA RM 1                          8.650 METERS 34741     |
 TU2245|---------------------------------------------------------------------|
 TU2245
 TU2245                          SUPERSEDED SURVEY CONTROL
 TU2245
 TU2245  NAD 83(1986)-  19 40 24.96433(N)    155 03 51.52802(W) AD(       ) 1
 TU2245  OLD HI      -  19 40 35.89439(N)    155 04 01.49903(W) AD(       ) 1
 TU2245
 TU2245.Superseded values are not recommended for survey control.
 TU2245.NGS no longer adjusts projects to the OLD HI datum.
 TU2245.See file dsdata.txt to determine how the superseded data were derived.
 TU2245
 TU2245_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8358576677(NAD 83)
 TU2245_MARKER: Z = SEE DESCRIPTION
 TU2245_SETTING: 0 = UNSPECIFIED SETTING
 TU2245
 TU2245  HISTORY     - Date     Condition        Report By
 TU2245  HISTORY     - 1977     MONUMENTED       HIGS
 TU2245
 TU2245                          STATION DESCRIPTION
 TU2245
 TU2245'DESCRIBED BY HAWAII GEODETIC SURVEY 1977 (LAC)
 TU2245'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF KEAAU AND 3
 TU2245'MILES SOUTH OF HILO ON THE EAST SIDE OF STATE HIGHWAY 11 ON THE
 TU2245'HIGHWAY RIGHT-OF-WAY.
 TU2245'
 TU2245'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2245'19 IN HILO, GO SOUTH ON STATE HIGHWAY 11 FOR 3.45 MILES TO A
 TU2245'SMALL POWERLINE CROSSING, 0.05 MILES SOUTH OF A HIGHWAY
 TU2245'BRIDGE.  PACK EASTERLY UP STEEP BANK ABOUT 40 FEET FROM THE EDGE
 TU2245'OF THE HIGHWAY TO THE STATION SITE.
 TU2245'
 TU2245'THE STATION MARKS ARE STATE OF HAWAII SURVEY DISKS STAMPED
 TU2245'PANAEWA 1977.  THE SURFACE DISK IS SET IN A ROUND CONCRETE POST
 TU2245'CENTERED IN A 4 BY 4 FOOT CONCRETE PLATFORM AND RECESSED 0.3
 TU2245'FOOT.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 TU2245'CONCRETE ABOUT 4 FEET BELOW THE GROUND.  THEY ARE ABOUT 40 FEET
 TU2245'EAST OF THE EAST EDGE OF THE HIGHWAY, 29 FEET SOUTH OF A
 TU2245'POWERPOLE AND 8 FEET EAST OF THE TOP OF A SLOPE.
 TU2245'
 TU2245'REFERENCE MARK 1, STAMPED 1, IS A RAILROAD SPIKE WITH A PUNCH
 TU2245'HOLE MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN A BOULDER,
 TU2245'13 FEET EAST OF THE TOP OF A SLOPE AND 10 FEET SOUTHEAST OF
 TU2245'UPPER END OF A ROCK AND CONCRETE WATERLINE COVER.
 TU2245'
 TU2245'REFERENCE MARK 2, STAMPED 2, IS A RAILROAD SPIKE WITH A PUNCH
 TU2245'HOLE MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN A CONCRETE
 TU2245'FOUNDATION FOR A MANHOLE COVER 18 FEET EAST OF A POWERPOLE.
 TU2245'
 TU2245'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2245'
 TU2245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2245'3 MILES SOUTH OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1870 ***********************************************************************
 TU1870  DESIGNATION -  PANIAU
 TU1870  PID         -  TU1870
 TU1870  STATE/COUNTY-  HI/KAUAI
 TU1870  USGS QUAD   -  
 TU1870
 TU1870                         *CURRENT SURVEY CONTROL
 TU1870  ___________________________________________________________________
 TU1870* NAD 83(1993)-  21 56 19.18439(N)    160 04 59.97691(W)     ADJUSTED  
 TU1870* LOCAL TIDAL -       352.     (meters)    1155.     (feet)  SCALED    
 TU1870  ___________________________________________________________________
 TU1870  EPOCH DATE  -        1993.62
 TU1870  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 TU1870  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU1870
 TU1870  HORZ ORDER  -  THIRD
 TU1870
 TU1870.The horizontal coordinates were established by classical geodetic methods
 TU1870.and adjusted by the National Geodetic Survey in December 1998..
 TU1870.The horizontal coordinates are valid at the epoch date displayed above.
 TU1870.The epoch date for horizontal control is a decimal equivalence
 TU1870.of Year/Month/Day.
 TU1870
 TU1870.The orthometric height was scaled from a topographic map.
 TU1870
 TU1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1870
 TU1870.The geoid height was determined by GEOID03.
 TU1870
 TU1870;                    North         East     Units Scale Factor Converg.
 TU1870;SPC HI 5     -    30,119.772   508,609.540   MT  1.00000092   +0 01 52.1
 TU1870;UTM  04      - 2,426,432.945   388,125.219   MT  0.99975465   -0 24 17.2
 TU1870
 TU1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1870!SPC HI 5     -   0.99994231  x   1.00000092  =   0.99994323
 TU1870!UTM  04      -   0.99994231  x   0.99975465  =   0.99969697
 TU1870
 TU1870|---------------------------------------------------------------------|
 TU1870| PID    Reference Object                     Distance      Geod. Az  |
 TU1870|                                                           dddmmss.s |
 TU1870| CJ8916 PANIAU RM 1                                        05220     |
 TU1870| TU1881 KAEO                                APPROX. 7.0 KM 2320447.6 |
 TU1870| TU1877 ROB                                 APPROX.17.4 KM 2334028.1 |
 TU1870| CJ8917 PANIAU RM 2                                        33554     |
 TU1870|---------------------------------------------------------------------|
 TU1870
 TU1870                          SUPERSEDED SURVEY CONTROL
 TU1870
 TU1870  NAD 83(1986)-  21 56 19.13602(N)    160 04 59.99943(W) AD(       ) 3
 TU1870  OLD HI      -  21 56 30.41400(N)    160 05 10.07300(W) AD(       ) 3
 TU1870
 TU1870.Superseded values are not recommended for survey control.
 TU1870.NGS no longer adjusts projects to the OLD HI datum.
 TU1870.See file dsdata.txt to determine how the superseded data were derived.
 TU1870
 TU1870_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK8812526433(NAD 83)
 TU1870_MARKER: Z = SEE DESCRIPTION
 TU1870_SETTING: 0 = UNSPECIFIED SETTING
 TU1870
 TU1870  HISTORY     - Date     Condition        Report By
 TU1870  HISTORY     - 1926     MONUMENTED       CGS
 TU1870
 TU1870                          STATION DESCRIPTION
 TU1870
 TU1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1870'A HAWAIIAN GOVERNMENT SURVEY STATION, ON THE HIGHEST POINT OF
 TU1870'NIIHAU, NEAR THE EASTERN LINE OF CLIFFS, ABOUT 2,070 METERS SOUTH
 TU1870'OF THE PRECIPICE AT THE NORTHERN EDGE OF THE CENTRAL PLATEAU,
 TU1870'AND 4,880 METERS NORTH OF PUEO POINT.  IN 1926 A STANDARD COAST
 TU1870'AND GEODETIC SURVEY DISK WAS CEMENTED INTO THE CENTER OF THE
 TU1870'CONCRETE MONUMENT PREVIOUSLY ESTABLISHED, AND TWO STANDARD
 TU1870'DISK REFERENCE MARKS WERE CEMENTED INTO DRILL HOLES IN THE ROCK
 TU1870'AT THE FOLLOWING DISTANCES AND AZIMUTHS--NO. 1,11.98 METERS
 TU1870'(39.30 FEET), 232 DEG 20 MIN.20 SEC. NO. 2,6.02 METERS
 TU1870'(19.75 FEET), 155 DEG 54 MIN.  A CORNER FENCE POST IS 9.70
 TU1870'METERS (31.82 FEET) DISTANT, IN AZIMUTH 334 DEG 40 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1892 ***********************************************************************
 TU1892  DESIGNATION -  PAP
 TU1892  PID         -  TU1892
 TU1892  STATE/COUNTY-  HI/KAUAI
 TU1892  USGS QUAD   -  ANAHOLA (1996)
 TU1892
 TU1892                         *CURRENT SURVEY CONTROL
 TU1892  ___________________________________________________________________
 TU1892* NAD 83(1993)-  22 10 16.63859(N)    159 18 42.82617(W)     ADJUSTED  
 TU1892* LOCAL TIDAL -                                                        
 TU1892  ___________________________________________________________________
 TU1892  EPOCH DATE  -        1993.62
 TU1892  LAPLACE CORR-         -14.15  (seconds)                    DEFLEC99
 TU1892  GEOID HEIGHT-          14.56  (meters)                     GEOID03
 TU1892
 TU1892  HORZ ORDER  -  THIRD
 TU1892
 TU1892.The horizontal coordinates were established by classical geodetic methods
 TU1892.and adjusted by the National Geodetic Survey in December 1998..
 TU1892.The horizontal coordinates are valid at the epoch date displayed above.
 TU1892.The epoch date for horizontal control is a decimal equivalence
 TU1892.of Year/Month/Day.
 TU1892
 TU1892
 TU1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1892
 TU1892.The geoid height was determined by GEOID03.
 TU1892
 TU1892;                    North         East     Units Scale Factor Converg.
 TU1892;SPC HI 4     -    37,433.523   519,400.425   MT  0.99999465   +0 04 15.6
 TU1892;UTM  04      - 2,451,819.420   467,844.506   MT  0.99961277   -0 07 03.7
 TU1892
 TU1892                          SUPERSEDED SURVEY CONTROL
 TU1892
 TU1892  NAD 83(1986)-  22 10 16.60187(N)    159 18 42.88422(W) AD(       ) 4
 TU1892  OLD HI      -  22 10 27.96000(N)    159 18 52.98000(W) AD(       ) 3
 TU1892
 TU1892.Superseded values are not recommended for survey control.
 TU1892.NGS no longer adjusts projects to the OLD HI datum.
 TU1892.See file dsdata.txt to determine how the superseded data were derived.
 TU1892
 TU1892_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6784551819(NAD 83)
 TU1892
 TU1892  HISTORY     - Date     Condition        Report By
 TU1892  HISTORY     - 1910     MONUMENTED       CGS
 TU1892  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1892
 TU1892                          STATION DESCRIPTION
 TU1892
 TU1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1892'ON EAST COAST OF KAUAI, ON THE POINT SOUTHEAST OF PAPAA
 TU1892'HARBOR.  MARKED BY POLE IN CRACK BETWEEN TWO ROCKS AT TOP OF
 TU1892'SLOPE.  IN 1927 STATION WAS SEARCHED FOR AND NOT FOUND.
 TU1892
 TU1892                          STATION RECOVERY (1965)
 TU1892
 TU1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1892'STATION IS DESTROYED.  THE AREA WHERE IT WAS LOCATED IS NOW
 TU1892'BARE, RED DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3081 ***********************************************************************
 TU3081  DESIGNATION -  PAP
 TU3081  PID         -  TU3081
 TU3081  STATE/COUNTY-  HI/MAUI
 TU3081  USGS QUAD   -  MAALAEA (1996)
 TU3081
 TU3081                         *CURRENT SURVEY CONTROL
 TU3081  ___________________________________________________________________
 TU3081* NAD 83(1993)-  20 46 31.22628(N)    156 32 10.98645(W)     ADJUSTED  
 TU3081* LOCAL TIDAL -        34.     (meters)     112.     (feet)  SCALED    
 TU3081  ___________________________________________________________________
 TU3081  EPOCH DATE  -        1993.62
 TU3081  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 TU3081  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU3081
 TU3081  HORZ ORDER  -  THIRD
 TU3081
 TU3081.The horizontal coordinates were established by classical geodetic methods
 TU3081.and adjusted by the National Geodetic Survey in December 1998..
 TU3081.No horizontal observational check was made to the station.
 TU3081.The horizontal coordinates are valid at the epoch date displayed above.
 TU3081.The epoch date for horizontal control is a decimal equivalence
 TU3081.of Year/Month/Day.
 TU3081
 TU3081.The orthometric height was scaled from a topographic map.
 TU3081
 TU3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3081
 TU3081.The geoid height was determined by GEOID03.
 TU3081
 TU3081;                    North         East     Units Scale Factor Converg.
 TU3081;SPC HI 2     -    48,939.038   513,565.146   MT  0.99996894   +0 02 46.4
 TU3081;UTM  04      - 2,299,241.019   756,481.288   MT  1.00041304   +0 52 27.6
 TU3081
 TU3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3081!SPC HI 2     -   0.99999207  x   0.99996894  =   0.99996101
 TU3081!UTM  04      -   0.99999207  x   1.00041304  =   1.00040510
 TU3081
 TU3081|---------------------------------------------------------------------|
 TU3081| PID    Reference Object                     Distance      Geod. Az  |
 TU3081|                                                           dddmmss.s |
 TU3081| CN5989 PAP RM 1                              4.592 METERS 08717     |
 TU3081| TU2925 KAMOA                               APPROX.10.9 KM 1193001.4 |
 TU3081| CN5990 PAP RM 2                             11.305 METERS 15259     |
 TU3081|---------------------------------------------------------------------|
 TU3081
 TU3081                          SUPERSEDED SURVEY CONTROL
 TU3081
 TU3081  NAD 83(1986)-  20 46 31.19288(N)    156 32 10.97008(W) AD(       ) 3
 TU3081  OLD HI      -  20 46 42.71500(N)    156 32 21.15700(W) AD(       ) 3
 TU3081
 TU3081.Superseded values are not recommended for survey control.
 TU3081.NGS no longer adjusts projects to the OLD HI datum.
 TU3081.See file dsdata.txt to determine how the superseded data were derived.
 TU3081
 TU3081_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5648199241(NAD 83)
 TU3081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3081
 TU3081  HISTORY     - Date     Condition        Report By
 TU3081  HISTORY     - 1962     MONUMENTED       CGS
 TU3081  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3081  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU3081
 TU3081                          STATION DESCRIPTION
 TU3081
 TU3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ALW)
 TU3081'THE STATION IS LOCATED ON MAUI ISLAND, ON PAPAWAI POINT AT THE
 TU3081'SOUTHWEST SIDE OF MAALAEA BAY.  TO REACH FROM THE GENERAL STORE AND
 TU3081'SERVICE STATION IN MAALAEA VILLAGE, GO SOUTH AND WEST FOR 2.2 MILES
 TU3081'ON STATE HIGHWAY 30 TO THE MIDDLE OF A SMALL CUT JUST BEFORE THE
 TU3081'HIGHWAY TURNS NORTH, AND THE STATION ON THE LEFT.
 TU3081'
 TU3081'STATION MARK IS 136 FEET EAST OF THE EAST END OF A GUARD RAIL,
 TU3081'57.4 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 30, AND 22 FEET SOUTH
 TU3081'OF THE TOP OF THE CUT, A STANDARD DISK SET IN A SQUARE CONCRETE
 TU3081'POST FLUSH WITH THE SURFACE OF THE GROUND.
 TU3081
 TU3081                          STATION RECOVERY (1968)
 TU3081
 TU3081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3081'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER,
 TU3081'BECAUSE OF THE PLANNED CONSTRUCTION OF A SCENIC OBSERVATION
 TU3081'POINT BY THE STATE HIGHWAY DEPT. IT WAS NECESSARY TO REMOVE
 TU3081'THE MARK.  BEFORE CONSTRUCTION BEGAN THE STATION WAS REFERENCED
 TU3081'BY DISTANCE AND ANGLE TO 3 POINTS OUT OF THE WAY OF PLANNED
 TU3081'CONSTRUCTION.  UPON COMPLETION OF THE CONSTRUCTION, WHICH
 TU3081'LOWERED THE STATION KNOLL ABOUT 12 FEET, THE STATION WAS
 TU3081'REPLACED AT THE SAME POINT FROM THE REFERENCE POINTS.  TWO
 TU3081'REFERENCE MARKS WERE ALSO ESTABLISHED.  A COMPLETE
 TU3081'DESCRIPTION FOLLOWS--
 TU3081'
 TU3081'STATION IS LOCATED ABOUT 5 MILES WEST OF THE KIHEI POST OFFICE
 TU3081'AND 2-1/2 MILES SOUTHWEST OF MAALAEA, AT PAPAWAI POINT, ON
 TU3081'SOUTH SIDE OF HIGHWAY, IN A BARE DIRT AREA AT THE WEST END OF
 TU3081'A MACADAM PARKING AREA.
 TU3081'
 TU3081'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO NORTHWEST
 TU3081'ON STATE HIGHWAY 31 FOR 3.7 MILES.  GO LEFT, ON STATE HIGHWAY
 TU3081'30, AND GO SOUTH 6.0 MILES TO STATION ON LEFT.
 TU3081'
 TU3081'STATION MARK IS A STANDARD DISK STAMPED PAP 1962 1968, SET
 TU3081'IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH
 TU3081'GROUND.  IT IS 57.0 FEET SOUTH OF CENTER LINE OF HIGHWAY, 14
 TU3081'FEET WEST OF WEST END OF THE MACADAM PARKING AREA, 55.0 FEET
 TU3081'SOUTHWEST OF A HIGHWAY STOP SIGN, AND 14 FEET WEST OF THE NORTH
 TU3081'END OF THE PIPE RAILING BORDERING THE MACADAM.
 TU3081'
 TU3081'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PAP 1962
 TU3081'NO 1 1968, SET IN CONCRETE IN A 5-INCH-SQUARE HOLE IN THE
 TU3081'MACADAM SURFACE, AND FLUSH WITH THE SURFACE.  IT IS AT WEST END
 TU3081'OF THE PARKING AREA, 5.2 FEET SOUTH OF NORTH END OF PIPE
 TU3081'RAILING AND 1 FOOT LOWER THAN STATION MARK.
 TU3081'
 TU3081'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PAP 1962
 TU3081'NO 2 1968, SET IN CONCRETE IN A 5-INCH-SQUARE HOLE IN THE
 TU3081'MACADAM SURFACE, AND FLUSH WITH SURFACE.  IT IS IN SOUTHWEST
 TU3081'CORNER OF THE PARKING AREA, 1.4 FEET NORTHEAST OF THE CORNER
 TU3081'POST OF THE PIPE RAILING AND ABOUT 1-1/2 FEET LOWER THAN STATION
 TU3081'MARK.
 TU3081
 TU3081                          STATION RECOVERY (1984)
 TU3081
 TU3081'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU3081'STATION MARK PAP 1962 1968 NOT FOUND.
 TU3081'
 TU3081'SEARCHED ENTIRE AREA WITH A METAL DETECTOR.  AREA IS NOW GRADED LEVEL
 TU3081'AND COVERED WITH CRUSHED ROCK.
 TU3081'
 TU3081'NOTE--NEW LOCATING INFORMATION IS NEEDED--REFERENCES TO KIHEI POST
 TU3081'OFFICE ARE NO LONGER VALID.  OLD KIHEI POST OFFICE IS VACANT.  NEW
 TU3081'POST OFFICE IS 2.1 MILES SOUTH OF THE KIHEI WHARF ON S. KIHEI ROAD
 TU3081'AT AZEKA PLACE.  STATION IS LOCATED 2-1/2 MILES SW OF MAALAEA, AT
 TU3081'THE STATE SCENIC VIEWPOINT AT PAPAWAI POINT, ON THE SOUTH SIDE OF
 TU3081'HIGHWAY AND WEST SIDE OF PARK AREA.
 TU3081'
 TU3081'RM 1 PAP 1962 NO 1 1968 RECOVERED -- CONDITION GOOD.
 TU3081'
 TU3081'RM 2 PAP 1962 NO 2 1968 RECOVERED - CONDITION GOOD.
 TU3081'
 TU3081'(LOCATING INFORMATION AT VIEW POINT IS ADEQUATE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3465 ***********************************************************************
 TU3465  DESIGNATION -  PAP 1925
 TU3465  PID         -  TU3465
 TU3465  STATE/COUNTY-  HI/MAUI
 TU3465  USGS QUAD   -  ILIO POINT (1993)
 TU3465
 TU3465                         *CURRENT SURVEY CONTROL
 TU3465  ___________________________________________________________________
 TU3465* NAD 83(1993)-  21 10 13.49662(N)    157 15 24.29005(W)     ADJUSTED  
 TU3465* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU3465  ___________________________________________________________________
 TU3465  EPOCH DATE  -        1993.62
 TU3465  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 TU3465  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU3465
 TU3465  HORZ ORDER  -  THIRD
 TU3465
 TU3465.The horizontal coordinates were established by classical geodetic methods
 TU3465.and adjusted by the National Geodetic Survey in December 1998..
 TU3465.The horizontal coordinates are valid at the epoch date displayed above.
 TU3465.The epoch date for horizontal control is a decimal equivalence
 TU3465.of Year/Month/Day.
 TU3465
 TU3465.The orthometric height was scaled from a topographic map.
 TU3465
 TU3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3465
 TU3465.The geoid height was determined by GEOID03.
 TU3465
 TU3465;                    North         East     Units Scale Factor Converg.
 TU3465;SPC HI 2     -    92,787.475   438,720.231   MT  1.00001305   -0 12 47.2
 TU3465;UTM  04      - 2,342,002.763   680,988.530   MT  1.00000481   +0 37 47.0
 TU3465
 TU3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3465!SPC HI 2     -   0.99999632  x   1.00001305  =   1.00000937
 TU3465!UTM  04      -   0.99999632  x   1.00000481  =   1.00000113
 TU3465
 TU3465:                Primary Azimuth Mark                     Grid Az
 TU3465:SPC HI 2     -  PORT                                     018 58 58.5
 TU3465:UTM  04      -  PORT                                     018 08 24.3
 TU3465
 TU3465|---------------------------------------------------------------------|
 TU3465| PID    Reference Object                     Distance      Geod. Az  |
 TU3465|                                                           dddmmss.s |
 TU3465| TU3459 PORT                                APPROX. 2.5 KM 0184611.3 |
 TU3465| TU3461 DERRICK                             APPROX. 1.4 KM 0212101.5 |
 TU3465| TU3462 OKE                                 APPROX. 0.8 KM 0391906.2 |
 TU3465|---------------------------------------------------------------------|
 TU3465
 TU3465                          SUPERSEDED SURVEY CONTROL
 TU3465
 TU3465  NAD 83(1986)-  21 10 13.45531(N)    157 15 24.24538(W) AD(       ) 3
 TU3465  OLD HI      -  21 10 24.92000(N)    157 15 34.46000(W) AD(       ) 3
 TU3465
 TU3465.Superseded values are not recommended for survey control.
 TU3465.NGS no longer adjusts projects to the OLD HI datum.
 TU3465.See file dsdata.txt to determine how the superseded data were derived.
 TU3465
 TU3465_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8098942003(NAD 83)
 TU3465_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3465
 TU3465  HISTORY     - Date     Condition        Report By
 TU3465  HISTORY     - 1925     MONUMENTED       CGS
 TU3465  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3465  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3465
 TU3465                          STATION DESCRIPTION
 TU3465
 TU3465'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3465'ION THE WESTERN END OF MOLOKAI, ON THE BACK OF THE LONG SAND
 TU3465'RIDGE BUILT UP BETWEEN POPAHAKU BEACH AND A LONG GRASS MEADOW,
 TU3465'ABOUT 3/4 MILE SOUTH OF THE ROCKY BLUFF AT PUU O KAIAKA.  STATION
 TU3465'IS 200 METERS SOUTH OF THE NORTHERLY LIMIT OF THE MEADOW, IN
 TU3465'SUCH LOCATION THAT THE HIGH-WATER LINE OF THE AFOREMENTIONED
 TU3465'BLUFF IS IN RANGE WITH THE 100-FOOT CLIFF A HALF MILE FARTHER
 TU3465'NORTH.  MARKED BY A CONCRETE POST, 1 FOOT SQUARE, WITH
 TU3465'STANDARD DISK IN TOP, SEE NOTE 1A.  BOTH POST AND DISK ARE
 TU3465'MARKED 1925.  POST PROJECTS ABOUT 4 INCHES ABOVE
 TU3465'GROUND.
 TU3465
 TU3465                          STATION RECOVERY (1930)
 TU3465
 TU3465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3465'STATION IS ON THE W COAST OF MOLOKAI ISLAND.  IT WAS RECOVERED
 TU3465'AS DESCRIBED, EXCEPT THAT THE POST IS NOW ABOUT FLUSH WITH THE
 TU3465'TOP OF THE GROUND.  A SIGNAL WAS PLACED ABOUT 1/2 M. S OF THE
 TU3465'STATION.  THE SAND RIDGE IS GRASSY ON THE E SIDE AND SPARSE
 TU3465'GRASS ON THE W SIDE.
 TU3465
 TU3465                          STATION RECOVERY (1962)
 TU3465
 TU3465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3465'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED.
 TU3465'
 TU3465'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUANDRANGLE
 TU3465'AND THE AREA VISITED.  THE SAND HILL IS NOW COVERED WITH BRUSH
 TU3465'AND TREES.  THE STATION MAY STILL BE IN PLACE BUT IS COVERED
 TU3465'BY SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1052 ***********************************************************************
 TU1052  DESIGNATION -  PAPA
 TU1052  PID         -  TU1052
 TU1052  STATE/COUNTY-  HI/HONOLULU
 TU1052  USGS QUAD   -  MOKAPU (1983)
 TU1052
 TU1052                         *CURRENT SURVEY CONTROL
 TU1052  ___________________________________________________________________
 TU1052* NAD 83(1993)-  21 23 07.79772(N)    157 42 59.94484(W)     ADJUSTED  
 TU1052* LOCAL TIDAL -                                                        
 TU1052  ___________________________________________________________________
 TU1052  EPOCH DATE  -        1993.62
 TU1052  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 TU1052  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1052
 TU1052  HORZ ORDER  -  THIRD
 TU1052
 TU1052.The horizontal coordinates were established by classical geodetic methods
 TU1052.and adjusted by the National Geodetic Survey in December 1998..
 TU1052.The horizontal coordinates are valid at the epoch date displayed above.
 TU1052.The epoch date for horizontal control is a decimal equivalence
 TU1052.of Year/Month/Day.
 TU1052
 TU1052
 TU1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1052
 TU1052.The geoid height was determined by GEOID03.
 TU1052
 TU1052;                    North         East     Units Scale Factor Converg.
 TU1052;SPC HI 3     -    24,255.547   529,383.362   MT  1.00000066   +0 06 12.0
 TU1052;UTM  04      - 2,365,356.242   633,039.654   MT  0.99981871   +0 28 04.9
 TU1052
 TU1052                          SUPERSEDED SURVEY CONTROL
 TU1052
 TU1052  NAD 83(1986)-  21 23 07.74762(N)    157 42 59.95202(W) AD(       ) 4
 TU1052  OLD HI      -  21 23 19.16900(N)    157 43 09.84100(W) AD(       ) 3
 TU1052
 TU1052.Superseded values are not recommended for survey control.
 TU1052.NGS no longer adjusts projects to the OLD HI datum.
 TU1052.See file dsdata.txt to determine how the superseded data were derived.
 TU1052
 TU1052_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3304065356(NAD 83)
 TU1052
 TU1052  HISTORY     - Date     Condition        Report By
 TU1052  HISTORY     - UNK      MONUMENTED
 TU1052  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1052
 TU1052                          STATION DESCRIPTION
 TU1052
 TU1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1052'STATION WAS NOT FOUND AND IS BELIEVED DESTROYED.  IT IS ON THE
 TU1052'SAME POINT OF RIDGE AS STATION PODMORE.  DURING WW-2 A CONCRETE
 TU1052'PILLBOX WAS CONSTRUCTED ON THE POINT AND IT MAY HAVE BEEN
 TU1052'DESTROYED THEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1130 ***********************************************************************
 TU1130  DESIGNATION -  PAPAA
 TU1130  PID         -  TU1130
 TU1130  STATE/COUNTY-  HI/HONOLULU
 TU1130  USGS QUAD   -  MOKAPU (1983)
 TU1130
 TU1130                         *CURRENT SURVEY CONTROL
 TU1130  ___________________________________________________________________
 TU1130* NAD 83(1993)-  21 25 20.80630(N)    157 45 24.87094(W)     ADJUSTED  
 TU1130* LOCAL TIDAL -                                                        
 TU1130  ___________________________________________________________________
 TU1130  EPOCH DATE  -        1993.62
 TU1130  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 TU1130  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1130
 TU1130  HORZ ORDER  -  THIRD
 TU1130
 TU1130.The horizontal coordinates were established by classical geodetic methods
 TU1130.and adjusted by the National Geodetic Survey in December 1998..
 TU1130.The horizontal coordinates are valid at the epoch date displayed above.
 TU1130.The epoch date for horizontal control is a decimal equivalence
 TU1130.of Year/Month/Day.
 TU1130
 TU1130
 TU1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1130
 TU1130.The geoid height was determined by GEOID03.
 TU1130
 TU1130;                    North         East     Units Scale Factor Converg.
 TU1130;SPC HI 3     -    28,339.378   525,202.316   MT  0.99999785   +0 05 19.6
 TU1130;UTM  04      - 2,369,412.594   628,833.465   MT  0.99980510   +0 27 14.7
 TU1130
 TU1130                          SUPERSEDED SURVEY CONTROL
 TU1130
 TU1130  NAD 83(1986)-  21 25 20.75655(N)    157 45 24.87876(W) AD(       ) 4
 TU1130  OLD HI      -  21 25 32.16900(N)    157 45 34.76600(W) AD(       ) 3
 TU1130
 TU1130.Superseded values are not recommended for survey control.
 TU1130.NGS no longer adjusts projects to the OLD HI datum.
 TU1130.See file dsdata.txt to determine how the superseded data were derived.
 TU1130
 TU1130_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2883369413(NAD 83)
 TU1130
 TU1130  HISTORY     - Date     Condition        Report By
 TU1130  HISTORY     - UNK      MONUMENTED
 TU1130  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1130
 TU1130                          STATION DESCRIPTION
 TU1130
 TU1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1130'STATION WAS SEARCHED FOR AND NOT RECOVERED.  STATION PAPAA 2
 TU1130'ESTABLISHED.  SEE DESCRIPTION OF PAPAA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1893 ***********************************************************************
 TU1893  DESIGNATION -  PAPAA
 TU1893  PID         -  TU1893
 TU1893  STATE/COUNTY-  HI/KAUAI
 TU1893  USGS QUAD   -  ANAHOLA (1996)
 TU1893
 TU1893                         *CURRENT SURVEY CONTROL
 TU1893  ___________________________________________________________________
 TU1893* NAD 83(1993)-  22 10 16.31414(N)    159 18 43.20950(W)     ADJUSTED  
 TU1893* LOCAL TIDAL -        26.0    (meters)      85.     (feet)  VERT ANG  
 TU1893  ___________________________________________________________________
 TU1893  EPOCH DATE  -        1993.62
 TU1893  LAPLACE CORR-         -14.15  (seconds)                    DEFLEC99
 TU1893  GEOID HEIGHT-          14.56  (meters)                     GEOID03
 TU1893
 TU1893  HORZ ORDER  -  THIRD
 TU1893
 TU1893.The horizontal coordinates were established by classical geodetic methods
 TU1893.and adjusted by the National Geodetic Survey in December 1998..
 TU1893.The horizontal coordinates are valid at the epoch date displayed above.
 TU1893.The epoch date for horizontal control is a decimal equivalence
 TU1893.of Year/Month/Day.
 TU1893
 TU1893.The orthometric height was determined by vertical angle observations.
 TU1893
 TU1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1893
 TU1893.The geoid height was determined by GEOID03.
 TU1893
 TU1893;                    North         East     Units Scale Factor Converg.
 TU1893;SPC HI 4     -    37,423.529   519,389.456   MT  0.99999464   +0 04 15.4
 TU1893;UTM  04      - 2,451,809.466   467,833.508   MT  0.99961278   -0 07 03.9
 TU1893
 TU1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1893!SPC HI 4     -   0.99999363  x   0.99999464  =   0.99998827
 TU1893!UTM  04      -   0.99999363  x   0.99961278  =   0.99960641
 TU1893
 TU1893|---------------------------------------------------------------------|
 TU1893| PID    Reference Object                     Distance      Geod. Az  |
 TU1893|                                                           dddmmss.s |
 TU1893| CJ8918 PAPAA RM 1                           11.390 METERS 03430     |
 TU1893| TU1908 KAHALA LIGHT                        APPROX. 3.2 KM 1473748.8 |
 TU1893|---------------------------------------------------------------------|
 TU1893
 TU1893                          SUPERSEDED SURVEY CONTROL
 TU1893
 TU1893  NAD 83(1986)-  22 10 16.27669(N)    159 18 43.26820(W) AD(       ) 3
 TU1893  OLD HI      -  22 10 27.63900(N)    159 18 53.35800(W) AD(       ) 3
 TU1893
 TU1893.Superseded values are not recommended for survey control.
 TU1893.NGS no longer adjusts projects to the OLD HI datum.
 TU1893.See file dsdata.txt to determine how the superseded data were derived.
 TU1893
 TU1893_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6783451809(NAD 83)
 TU1893_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1893_SETTING: 66 = SET IN ROCK OUTCROP
 TU1893
 TU1893  HISTORY     - Date     Condition        Report By
 TU1893  HISTORY     - 1927     MONUMENTED       CGS
 TU1893  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1893  HISTORY     - 1983     GOOD             USPSQD
 TU1893  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 TU1893
 TU1893                          STATION DESCRIPTION
 TU1893
 TU1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1893'ON NORTHEAST COAST OF KAUAI, ON A VERY LARGE ROCK OUTCROP,
 TU1893'LOCATED ON WASHED-OUT GROUND, 20 METERS EAST OF A GRASSY MEADOW,
 TU1893'AND SOUTH OF PAPAA BAY.  REACHED BY TAKING A ROAD ON THE SOUTH
 TU1893'SIDE OF THE GULLEY TO PAPAA BAY, ALONGSIDE PINEAPPLE FIELDS TO
 TU1893'A MEADOW.  GO THROUGH FENCE, ACROSS MEADOW, TO SHORE.  MARKED
 TU1893'ACCORDING TO NOTE 2, STANDARD DISK IN OUTCROPPING
 TU1893'BEDROCK.  REFERENCE MARK, NOTE 4, A STANDARD REFERENCE DISK IN
 TU1893'BOWLDER, IS 11.390 METERS (37.37 FEET) FROM STATION IN AZIMUTH
 TU1893'214 DEG 30 MIN.
 TU1893
 TU1893                          STATION RECOVERY (1965)
 TU1893
 TU1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1893'STATION WAS RECOVERED AND BOTH MARKS FOUND IN GOOD CONDITION,
 TU1893'ALTHOUGH THE METAL TARGET IS RUSTED SO THAT IT CANNOT BE REMOVED
 TU1893'FROM THE TYPE B-1 SIGNAL WHICH WAS BUILT BY THE HAWAII TERRITORIAL
 TU1893'SURVEY IN 1930.  THE STATION IS NOW COMPLETELY HIDDEN BY LARGE
 TU1893'IRONWOOD TREES.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1893'
 TU1893'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE ANAHOLA POST OFFICE,
 TU1893'ALONG THE NORTHEAST COAST OF KAUAI, ON THE POINT OF THE SOUTH SIDE
 TU1893'OF PAPAA BAY AND IS ABOUT 86 FEET ABOVE SEA LEVEL.  IT IS AT THE
 TU1893'LOWER END OF A BARE, ERODED AREA, ON A SMALL LANTANA-COVERED
 TU1893'HUMMOCK, ABOUT 100 FEET EAST OF A PINEAPPLE FIELD.
 TU1893'
 TU1893'TO REACH STATION FROM THE POST OFFICE IN ANAHOLA, GO NORTH FOR
 TU1893'0.05 MILE.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 56 FOR 2.1
 TU1893'MILES TO SIDE ROAD RIGHT.  GO RIGHT, FOLLOWING ALONG POWER LINE,
 TU1893'EAST, FOR 0.6 MILE TO CORNER OF PINEAPPLE FIELD.  GO RIGHT,
 TU1893'FOLLOWING ALONG EDGE OF FIELD AND IRONWOOD TREES ON LEFT, FOR
 TU1893'0.3 MILE TO END OF TRUCK TRAVEL IN A CORNER OF THE FIELD.  WALK
 TU1893'ABOUT 100 FEET DOWN ACROSS BARE PATCH TO STATION.
 TU1893'
 TU1893'STATION MARK IS A STANDARD HYDROGRAPHIC STATION DISK, STAMPED
 TU1893'PAPAA 1927, SET 6 INCHES BENEATH THE 6-FOOT-SQUARE, CONCRETE
 TU1893'PLATFORM OF THE TYPE B-1 SIGNAL.  IT IS ON TOP OF THE HUMMOCK BUT
 TU1893'HIDDEN BY BRUSH AND IS 38 FEET SOUTH OF A FENCE LINE.
 TU1893'
 TU1893'THE REFERENCE MARK IS A STANDARD DISK STAMPED PAPAA 1 1927,
 TU1893'CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT BOULDER THAT PROJECTS
 TU1893'8 INCHES ABOVE GROUND.  IT IS 6.5 FEET SOUTH OF THE FENCE LINE
 TU1893'AND 6.3 FEET SOUTH-SOUTHWEST OF A 1-1/4-INCH, IRON PIPE THAT IS
 TU1893'SET UNDER THE FENCE LINE AND PROJECTS 4 INCHES ABOVE GROUND.  THE
 TU1893'MARK IS 11.241 M (36.880 FT.) FROM STATION IN AZIMUTH 214 DEG 30
 TU1893'MIN.
 TU1893'
 TU1893'NOTE--THE DISCREPANCY IN DISTANCE TO THE REFERENCE MARK WAS
 TU1893'NOTED AND CHECKED IN THE FIELD AND THE NEW DISTANCE IS
 TU1893'CORRECT.  THE DISTANCE LISTED IN A 1962 RECOVERY DESCRIPTION OF
 TU1893'THE STATION BY THE U.S. GEOLOGICAL SURVEY ALSO COINCIDES VERY
 TU1893'CLOSELY WITH THE NEW DISTANCE.
 TU1893
 TU1893                          STATION RECOVERY (1983)
 TU1893
 TU1893'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1893'PAPAA 1927 RECOVERED GOOD USED BY CO. ENGR IN 1983 NOT VISITED.
 TU1893
 TU1893                          STATION RECOVERY (1997)
 TU1893
 TU1893'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1129 ***********************************************************************
 TU1129  DESIGNATION -  PAPAA 2
 TU1129  PID         -  TU1129
 TU1129  STATE/COUNTY-  HI/HONOLULU
 TU1129  USGS QUAD   -  MOKAPU (1983)
 TU1129
 TU1129                         *CURRENT SURVEY CONTROL
 TU1129  ___________________________________________________________________
 TU1129* NAD 83(1993)-  21 25 20.85862(N)    157 45 24.84895(W)     ADJUSTED  
 TU1129* LOCAL TIDAL -       166.4    (meters)     546.     (feet)  VERT ANG  
 TU1129  ___________________________________________________________________
 TU1129  EPOCH DATE  -        1993.62
 TU1129  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 TU1129  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1129
 TU1129  HORZ ORDER  -  FIRST
 TU1129
 TU1129.The horizontal coordinates were established by classical geodetic methods
 TU1129.and adjusted by the National Geodetic Survey in December 1998..
 TU1129.The horizontal coordinates are valid at the epoch date displayed above.
 TU1129.The epoch date for horizontal control is a decimal equivalence
 TU1129.of Year/Month/Day.
 TU1129
 TU1129.The orthometric height was determined by vertical angle observations.
 TU1129
 TU1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1129
 TU1129.The geoid height was determined by GEOID03.
 TU1129
 TU1129;                    North         East     Units Scale Factor Converg.
 TU1129;SPC HI 3     -    28,340.988   525,202.946   MT  0.99999785   +0 05 19.6
 TU1129;UTM  04      - 2,369,414.208   628,834.085   MT  0.99980510   +0 27 14.7
 TU1129
 TU1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1129!SPC HI 3     -   0.99997137  x   0.99999785  =   0.99996922
 TU1129!UTM  04      -   0.99997137  x   0.99980510  =   0.99977648
 TU1129
 TU1129:                Primary Azimuth Mark                     Grid Az
 TU1129:SPC HI 3     -  KANEOHE BAY HAWAIILOA HILL BCN           000 05 32.0
 TU1129:UTM  04      -  KANEOHE BAY HAWAIILOA HILL BCN           359 43 36.9
 TU1129
 TU1129|---------------------------------------------------------------------|
 TU1129| PID    Reference Object                     Distance      Geod. Az  |
 TU1129|                                                           dddmmss.s |
 TU1129| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX. 2.8 KM 0001051.6 |
 TU1129| TU1074 KANEOHE BAY E RADIO TOWER OF 3      APPROX. 3.3 KM 0074750.3 |
 TU1129| TU1073 MOKAPU WINDMILL 1                   APPROX. 3.3 KM 0143437.0 |
 TU1129| TU1065 MOKAPU WINDMILL 2                   APPROX. 3.4 KM 0240837.0 |
 TU1129| TU1062 MOKAPU WINDMILL 3                   APPROX. 3.3 KM 0382839.5 |
 TU1129| TU1060 PILE                                APPROX. 3.3 KM 0422308.1 |
 TU1129| TU1076 KAILUA TANK                         334.032 METERS 05735     |
 TU1129| CJ8920 PAPAA 2 RM 1                         14.556 METERS 11800     |
 TU1129| CJ8919 PAPAA 2 RM PIPE                      29.580 METERS 12348     |
 TU1129| CJ8921 PAPAA 2 RM 2                          5.270 METERS 22651     |
 TU1129| TU1080 KANEOHE HAWAIIAN TEL MICROWAVE       11.918 METERS 26235     |
 TU1129| TU1103 RADIO TOWER 1                       APPROX. 5.1 KM 2752950.5 |
 TU1129| TU1105 HEEIA NRS OBSERVATION TOWER         APPROX. 5.2 KM 2761104.4 |
 TU1129| TU1101 RADIO TOWER 2                       APPROX. 4.9 KM 2764826.9 |
 TU1129| TU1104 RADIO TOWER 3                       APPROX. 5.1 KM 2773140.3 |
 TU1129|---------------------------------------------------------------------|
 TU1129
 TU1129                          SUPERSEDED SURVEY CONTROL
 TU1129
 TU1129  NAD 83(1986)-  21 25 20.80836(N)    157 45 24.85717(W) AD(       ) 1
 TU1129  OLD HI      -  21 25 32.23069(N)    157 45 34.73979(W) AD(       ) 1
 TU1129
 TU1129.Superseded values are not recommended for survey control.
 TU1129.NGS no longer adjusts projects to the OLD HI datum.
 TU1129.See file dsdata.txt to determine how the superseded data were derived.
 TU1129
 TU1129_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2883469414(NAD 83)
 TU1129_MARKER: Z = SEE DESCRIPTION
 TU1129_SETTING: 0 = UNSPECIFIED SETTING
 TU1129
 TU1129  HISTORY     - Date     Condition        Report By
 TU1129  HISTORY     - 1932     MONUMENTED       CGS
 TU1129  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1129  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU1129  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1129  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU1129  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1129  HISTORY     - 20020126 GOOD             INDIV
 TU1129
 TU1129                          STATION DESCRIPTION
 TU1129
 TU1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1129'STATION OF 1910 WAS NOT RECOVERED SO A NEW STATION WAS
 TU1129'ESTABLISHED.  STATION IS ON THE HIGHEST OF 4 SMALL PEAKS ON
 TU1129'THE TOP OF A PROMINENT HILL ABOUT 1/2 MILE SW OF NUUPIA
 TU1129'POND.  THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE
 TU1129'IN A BOULDER.
 TU1129'
 TU1129'REFERENCE MARK IS A GALVANIZED-IRON PIPE 2 INCHES IN
 TU1129'DIAMETER PROJECTING ABOUT 2 FEET ABOVE THE GROUND.  IT IS
 TU1129'LOCATED ON THE MOST E OF THE 4 SMALL PEAKS WHILE THE STATION
 TU1129'MARK IS ON THE SECOND PEAK FROM THE W.
 TU1129
 TU1129                          STATION RECOVERY (1963)
 TU1129
 TU1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1129'STATION MARK AND REFERENCE PIPE WERE RECOVERED IN GOOD
 TU1129'CONDITION.  TWO REFERENCE MARKS, NUMBERS ONE AND TWO, WERE
 TU1129'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1129'
 TU1129'STATION IS LOCATED 2-1/2 MILE AIRLINE EAST, ACROSS KANEOHE
 TU1129'BAY, FROM KANEOHE TOWN, JUST NORTHWEST OF THE NORTHERN END OF
 TU1129'KAILUA, ON PUU PAPAA, A BARE HILL OF 542 FEET ELEVATION, THAT
 TU1129'HAS A ROW OF 5 WOODEN ANTENNA AND POWER POLES IN A NORTH-SOUTH
 TU1129'ROW ON ITS TOP.
 TU1129'
 TU1129'TO REACH STATION FROM THE TRAFFIC LIGHT AT JUNCTION OF KANEOHE BAY
 TU1129'DRIVE AND MOKAPU ROAD IN THE NORTH END OF KAILUA, GO WESTERLY ON
 TU1129'KANEOHE BAY DRIVE FOR 1.35 MILES TO OLD TRACK SIDE ROAD LEFT, AT A
 TU1129'LOCKED, BOARD GATE.  PASS THROUGH GATE AND FOLLOW ROAD UPGRADE FOR
 TU1129'0.55 MILE TO END OF ROAD AT TELEPHONE BUILDING.  WALK NORTH PAST
 TU1129'BUILDING AND GO RIGHT, UP WOODEN STEPS ABOUT 20 FEET TO CREST OF
 TU1129'HILL AND STATION ON HIGH POINT TO RIGHT.  (NOTE--1-KEY FOR
 TU1129'LOCKED GATE WAS OBTAINED AT THE KANEOHE RANCH OFFICE AT CASTLE
 TU1129'JUNCTION), (NOTE--2-A 4-WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE UP
 TU1129'HILL ON OLD TRACK ROAD).
 TU1129'
 TU1129'STATION MARK IS A STANDARD DISK STAMPED PAPAA 2 1932, CEMENTED IN
 TU1129'A DRILL HOLE IN A 16-INCH BOULDER THAT PROJECTS 8 INCHES ABOVE
 TU1129'GROUND.  IT IS 9.6 FEET NORTHEAST FROM THE CENTER OF THE SOUTH
 TU1129'1 OF THE ROW OF POLES.
 TU1129'
 TU1129'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PAPAA 2 NO 1
 TU1129'1932 1963, CEMENTED IN A DRILL HOLE IN A 16-INCH BOULDER THAT
 TU1129'PROJECTS 1 FOOT ABOVE GROUND.  IT IS ALONG CREST OF HILL, 6 FEET
 TU1129'NORTH OF TRAIL, ABOUT 5 FEET HIGHER THAN TRAIL AND 2.3 FEET
 TU1129'LOWER THAN STATION MARK.
 TU1129'
 TU1129'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PAPAA 2
 TU1129'NO 2 1932 1963, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE
 TU1129'PROJECTING 4 FEET ABOVE GROUND.  IT IS 8.1 FEET SOUTHEAST OF THE
 TU1129'CENTER OF THE SOUTH 1 OF THE 5 POLES AND IS 2.1 FEET LOWER
 TU1129'THAN STATION MARK.
 TU1129'
 TU1129'REFERENCE PIPE IS A 1-1/4-INCH, IRON PIPE THAT PROJECTS ON A SLANT
 TU1129'ABOUT 18 INCHES ABOVE THE GROUND.  IT IS 6 FEET SOUTHWEST FROM
 TU1129'THE SOUTHWEST CORNER OF AN OLD, WOODEN BUILDING AND ABOUT 3 FEET
 TU1129'LOWER THAN THE STATION MARK.
 TU1129
 TU1129                          STATION RECOVERY (1968)
 TU1129
 TU1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EHF)
 TU1129'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 TU1129'
 TU1129'A TYPE B-1 CONCRETE MONUMENT WAS BUILT OVER THE STATION.
 TU1129'
 TU1129'THE STATION MARK WAS NOT DISTURBED AND CAN BE SEEN THRU OPENINGS
 TU1129'AT THE BASE OF CONCRETE PIER HOLDING THE TARGET.  THIS WORK WAS
 TU1129'DONE BY THE STATE SURVEY DIVISION ON JULY 6, 1968.
 TU1129
 TU1129                          STATION RECOVERY (1969)
 TU1129
 TU1129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1129'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE REFERENCE PIPE
 TU1129'WERE RECOVERED AS DESCRIBED IN THE 1963 RECOVERY NOTE AND FOUND
 TU1129'TO BE IN GOOD CONDITION.  THE 1963 TO REACH IS SUFFICIENT.  A
 TU1129'SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO THE
 TU1129'REFERENCE MARKS AND THE REFERENCE PIPE AND IS NOTED BELOW.
 TU1129'
 TU1129'NO MEASUREMENT BETWEEN MARKS DUE TO HEAVY BRUSH.
 TU1129'
 TU1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1129'1-1/2 MILES NORTHWEST OF KAIALUA.
 TU1129
 TU1129                          STATION RECOVERY (1975)
 TU1129
 TU1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU1129'THE STATION AND THE REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 TU1129'1963 AND 1968.  THE TO REACH HAS CHANGED AS THE ACCESS ROAD BEGINS
 TU1129'ALONG THE EAST SIDE OF THE HIGHWAY OVERPASS OVER KANEOHE BAY
 TU1129'DRIVE.  THERE ARE TWO LOCKED GATES (CONSULT THE HAWAIIAN
 TU1129'TELEPHONE CO. FOR KEY).  THE DIRT ROAD HAS BEEN SURFACED AND A 2
 TU1129'WHEEL DRIVE VEHICLE CAN BE DRIVEN TO WITHIN 100 FEET OF THE
 TU1129'STATION.
 TU1129'
 TU1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1129'2-1/2 MILES EAST OF KANEOHE.
 TU1129
 TU1129                          STATION RECOVERY (1976)
 TU1129
 TU1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1129'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 TU1129'
 TU1129'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1129'1 MILE WEST OF KAILUA.
 TU1129
 TU1129                          STATION RECOVERY (2002)
 TU1129
 TU1129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSD)
 TU1129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2180 ***********************************************************************
 TU2180  DESIGNATION -  PAPAALOA RESET
 TU2180  PID         -  TU2180
 TU2180  STATE/COUNTY-  HI/HAWAII
 TU2180  USGS QUAD   -  PAPAALOA (1980)
 TU2180
 TU2180                         *CURRENT SURVEY CONTROL
 TU2180  ___________________________________________________________________
 TU2180* NAD 83(1993)-  19 58 04.79745(N)    155 13 42.05894(W)     ADJUSTED  
 TU2180* LOCAL TIDAL -       280.3    (meters)     920.     (feet)  VERT ANG  
 TU2180  ___________________________________________________________________
 TU2180  EPOCH DATE  -        1993.62
 TU2180  LAPLACE CORR-         -19.19  (seconds)                    DEFLEC99
 TU2180  GEOID HEIGHT-          18.77  (meters)                     GEOID03
 TU2180
 TU2180  HORZ ORDER  -  SECOND
 TU2180
 TU2180.The horizontal coordinates were established by classical geodetic methods
 TU2180.and adjusted by the National Geodetic Survey in December 1998..
 TU2180.The horizontal coordinates are valid at the epoch date displayed above.
 TU2180.The epoch date for horizontal control is a decimal equivalence
 TU2180.of Year/Month/Day.
 TU2180
 TU2180.The orthometric height was determined by vertical angle observations.
 TU2180
 TU2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2180
 TU2180.The geoid height was determined by GEOID03.
 TU2180
 TU2180;                    North         East     Units Scale Factor Converg.
 TU2180;SPC HI 1     -   125,622.869   528,432.287   MT  0.99997665   +0 05 34.0
 TU2180;UTM  05      - 2,209,489.210   266,810.519   MT  1.00027214   -0 45 40.7
 TU2180
 TU2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2180!SPC HI 1     -   0.99995299  x   0.99997665  =   0.99992964
 TU2180!UTM  05      -   0.99995299  x   1.00027214  =   1.00022512
 TU2180
 TU2180|---------------------------------------------------------------------|
 TU2180| PID    Reference Object                     Distance      Geod. Az  |
 TU2180|                                                           dddmmss.s |
 TU2180| CN5991 PAPAALOA RM 1                        17.984 METERS 17202     |
 TU2180| CN5992 PAPAALOA RM 2                        21.160 METERS 20408     |
 TU2180| TU2638 HUMUULA 1877                        APPROX. 6.1 KM 3032515.8 |
 TU2180| TU2639 OOKALA STACK                        APPROX. 7.9 KM 3125823.5 |
 TU2180|---------------------------------------------------------------------|
 TU2180
 TU2180                          SUPERSEDED SURVEY CONTROL
 TU2180
 TU2180  NAD 83(1986)-  19 58 04.77320(N)    155 13 42.06262(W) AD(       ) 2
 TU2180  OLD HI      -  19 58 15.78400(N)    155 13 52.04700(W) AD(       ) 2
 TU2180
 TU2180.Superseded values are not recommended for survey control.
 TU2180.NGS no longer adjusts projects to the OLD HI datum.
 TU2180.See file dsdata.txt to determine how the superseded data were derived.
 TU2180
 TU2180_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6681109489(NAD 83)
 TU2180
 TU2180  HISTORY     - Date     Condition        Report By
 TU2180  HISTORY     - 1912     MONUMENTED       USGS
 TU2180  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2180  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2180  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2180  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2180
 TU2180                          STATION DESCRIPTION
 TU2180
 TU2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2180'ON NORTHEAST COAST OF HAWAII, NORTH HILO DISTRICT, LAND OF
 TU2180'PAPAALOA, ON THE HIGH FLAT-TOPPED HILL IMMEDIATELY BEHIND THE
 TU2180'PAPAALOA AND ABOUT 3/4 MILE FROM THE ROAD.  TO REACH THE STATION
 TU2180'TAKE THE ROAD OR TRAIL AT PLANTATION STABLES, NEAR HOSPITAL, AND
 TU2180'GO DIRECTLY UP THE HILL.  THE TRAIL WILL TURN TO RIGHT AND GO
 TU2180'UNDER A FLUME, THEN CONTINUE AGAIN TO TOP OF HILL.  JUST BEFORE
 TU2180'TOP IS REACHED THE TRAIL FORKS AND GOES EITHER SIDE OF STATION,
 TU2180'WHICH WILL BE FOUND AT HIGHEST POINT OF HILL.  STATION
 TU2180'ORIGINALLY MARKED BY A BURIED COPPER TRIANGLE.  LATER BY A
 TU2180'CYLINDER OF CONCRETE, WITH TOP, 1 FOOT IN DIAMETER, LEVEL WITH
 TU2180'GROUND.  A UNITED STATES GEOLOGICAL SURVEY TABLET SET IN
 TU2180'THE CONCRETE MARKS THE CENTER.  A LARGE PILE OF STONES SURROUNDS
 TU2180'IT.
 TU2180
 TU2180                          STATION RECOVERY (1949)
 TU2180
 TU2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2180'ORIGINAL STATION WAS DESCRIBED AS AN OHIA POST WITH A COPPER
 TU2180'TRIANGLE UNDER IT.  IN 1899 STATION WAS REMARKED WITH A CONCRETE
 TU2180'CYLINDER SET IN RAMMED STONE AND CEMENT, MARKED WITH A DRILL HOLE
 TU2180'TWO INCHES DEEP AND A CROSS.  IN 1912 THE STATION WAS REMARKED BY
 TU2180'THE U.S. GEOLOGICAL SURVEY WITH A BRONZE TABLET SET IN A CONCRETE
 TU2180'CYLINDER 12 INCHES IN DIAMETER AND PROJECTING ABOUT SIX INCHES
 TU2180'ABOVE THE GROUND.  IN 1929 THE HAWAII TERRITORY SURVEY PLACED A
 TU2180'SIX FOOT SQUARE CONCRETE PLATFORM WITH FOUR FOOT HIGH MASONRY
 TU2180'SUPPORTS OVER THE STATION.  THE DISK MAY BE PLUMBED TO
 TU2180'THROUGH A 2.5 INCH PIPE IN THE CENTER OF THE PLATFORM.
 TU2180'
 TU2180'LOCATED ON THE NORTHEAST COAST OF HAWAII, IN NORTH HILO DISTRICT,
 TU2180'LAND OF PAPAALOA, ON A HIGH FLAT TOPPED CANE COVERED HILL
 TU2180'IMMEDIATELY BEHIND THE PAPAALOA AND ABOUT 3/4 MILE FROM THE
 TU2180'GOVERNMENT ROAD.
 TU2180'
 TU2180'TO REACH FROM THE POST OFFICE IN HILO--GO NORTH ON THE COAST
 TU2180'HIGHWAY FOR 25.0 MILES TO PAPAALOA POST OFFICE, TURN LEFT AND
 TU2180'FOLLOW PAVED ROAD UP STEEP HILL FOR 0.7 MILES TO A FORK AT SMALL
 TU2180'SHACK AND STATION ON RIGHT.
 TU2180'
 TU2180'REFERENCE MARK NO.1 IS EAST SOUTHEAST OF THE STATION, ON THE WEST
 TU2180'SIDE OF THE ROAD, TWO FEET FROM THE FENCE LINE AND NEAR THE
 TU2180'SOUTHEAST CORNER OF THE SHACK.  A STANDARD REFERENCE DISK STAMPED
 TU2180'PAPAALOA NO 1 1949, SET IN THE TOP OF A SQUARE TOPPED CONCRETE
 TU2180'POST PROJECTING THREE INCHES ABOVE THE GROUND.
 TU2180'
 TU2180'REFERENCE MARK NO.2 IS SOUTH SOUTHWEST OF THE STATION, ON THE
 TU2180'SOUTH SIDE OF THE ROAD AT A FENCE CORNER, NEAR THE NORTHWEST CORNER
 TU2180'OF THE SHACK.  A STANDARD REFERENCE DISK STAMPED, PAPAALOA NO 2
 TU2180'1949, SET IN THE TOP OF A SQUARE TOPPED CONCRETE FLUSH WITH THE
 TU2180'GROUND.
 TU2180
 TU2180                          STATION RECOVERY (1966)
 TU2180
 TU2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2180'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 TU2180'WERE SEARCHED FOR BY DISTANCE AND ANGLE BUT NOT FOUND AND ARE
 TU2180'BELIEVED DESTROYED BY CULTIVATION.  NO NEW REFERENCE MARKS WERE
 TU2180'SET AS CANE IS PLANTED UP TO ROAD EDGES AND THERE IS NO SUITABLE
 TU2180'LOCATION.  THE SHACK MENTIONED IN THE 1949 DESCRIPTION HAS BEEN
 TU2180'REMOVED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2180'
 TU2180'STATION IS LOCATED ABOUT 3/4-MILE SOUTHWEST OF PAPAALOA VILLAGE
 TU2180'AND STATE HIGHWAY 19, ON NORTHWEST BANK OF ROAD AT FORK OF PAVED
 TU2180'CANE FIELD ROADS, AT ABOUT 915 FEET ELEVATION, AND 100 FEET
 TU2180'NORTHWEST OF A PROMINENT, LONE, SLENDER IRONWOOD TREE ABOUT 100
 TU2180'FEET TALL.
 TU2180'
 TU2180'TO REACH STATION FROM THE POST OFFICE IN PAPAALOA, GO UPGRADE FOR
 TU2180'0.05 MILE.  CROSS STATE HIGHWAY 19 AND CONTINUE UPGRADE FOR 1.0
 TU2180'MILE TO STATION.
 TU2180'
 TU2180'STATION MARK IS A USGS DISK STAMPED 917 1912, SET IN THE TOP OF A
 TU2180'12-INCH-DIAMETER CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  A
 TU2180'TYPE A SIGNAL IS CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE,
 TU2180'CONCRETE PLATFORM 4 FEET ABOVE GROUND.  IT IS 16 FEET NORTHWEST OF
 TU2180'CENTER LINE OF ROAD AND 25 FEET NORTH-NORTHWEST OF THE ROAD FORK
 TU2180'JUNCTION.
 TU2180
 TU2180                          STATION RECOVERY (1969)
 TU2180
 TU2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JMC)
 TU2180'STATION RECOVERED IN GOOD CONDITION.  1966 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1822 ***********************************************************************
 TU1822  DESIGNATION -  PAPAI
 TU1822  PID         -  TU1822
 TU1822  STATE/COUNTY-  HI/KAUAI
 TU1822  USGS QUAD   -  HANAPEPE (1996)
 TU1822
 TU1822                         *CURRENT SURVEY CONTROL
 TU1822  ___________________________________________________________________
 TU1822* NAD 83(1993)-  21 55 51.16510(N)    159 36 45.76329(W)     ADJUSTED  
 TU1822* LOCAL TIDAL -       147.     (meters)     482.     (feet)  SCALED    
 TU1822  ___________________________________________________________________
 TU1822  EPOCH DATE  -        1993.62
 TU1822  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 TU1822  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU1822
 TU1822  HORZ ORDER  -  THIRD
 TU1822
 TU1822.The horizontal coordinates were established by classical geodetic methods
 TU1822.and adjusted by the National Geodetic Survey in December 1998..
 TU1822.The horizontal coordinates are valid at the epoch date displayed above.
 TU1822.The epoch date for horizontal control is a decimal equivalence
 TU1822.of Year/Month/Day.
 TU1822
 TU1822.The orthometric height was scaled from a topographic map.
 TU1822
 TU1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1822
 TU1822.The geoid height was determined by GEOID03.
 TU1822
 TU1822;                    North         East     Units Scale Factor Converg.
 TU1822;SPC HI 4     -    10,805.295   488,355.593   MT  0.99999167   -0 02 31.5
 TU1822;UTM  04      - 2,425,302.652   436,723.869   MT  0.99964947   -0 13 43.9
 TU1822
 TU1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1822!SPC HI 4     -   0.99997438  x   0.99999167  =   0.99996605
 TU1822!UTM  04      -   0.99997438  x   0.99964947  =   0.99962386
 TU1822
 TU1822:                Primary Azimuth Mark                     Grid Az
 TU1822:SPC HI 4     -  LANI RESET=1023                          052 04 50.7
 TU1822:UTM  04      -  LANI RESET=1023                          052 16 03.1
 TU1822
 TU1822|---------------------------------------------------------------------|
 TU1822| PID    Reference Object                     Distance      Geod. Az  |
 TU1822|                                                           dddmmss.s |
 TU1822| TU1810 LANI RESET=1023                     APPROX. 3.4 KM 0520219.2 |
 TU1822| CJ8922 PAPAI RM 1                           41.483 METERS 07937     |
 TU1822| CJ8923 PAPAI RM 2                            8.260 METERS 10912     |
 TU1822| TU1806 WAHIAWA STABLES NORTH CUPOLA        APPROX. 5.4 KM 1232244.6 |
 TU1822| TU1802 MCBRYDE SUGAR MILL NW STACK         APPROX. 6.7 KM 1234201.8 |
 TU1822| TU1805 WALL                                APPROX. 6.4 KM 1314009.4 |
 TU1822| TU1809 ELEELE CATHOLIC CHURCH SPIRE        APPROX. 3.9 KM 1331301.4 |
 TU1822| TU1807 REEF                                APPROX. 5.6 KM 1370429.4 |
 TU1822| TU1812 SAND                                APPROX. 3.9 KM 1404432.5 |
 TU1822| TU1811 MC BRYDE LANDING WHSE NW GABLE      APPROX. 4.2 KM 1421857.3 |
 TU1822| TU1824 OLD                                 APPROX. 4.4 KM 1432659.8 |
 TU1822| CJ8924 PAPAI RM 3                           33.985 METERS 15014     |
 TU1822| TU1816 CAVE                                APPROX. 3.8 KM 1554624.3 |
 TU1822| TU1815 LAVA                                APPROX. 4.2 KM 1573832.1 |
 TU1822| TU1817 STOLE                               APPROX. 4.0 KM 1581715.1 |
 TU1822| TU1820 KAIOLE                              APPROX. 4.0 KM 1713041.1 |
 TU1822| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 2.3 KM 2294407.1 |
 TU1822| TU1829 MAKA                                APPROX. 3.9 KM 2814754.2 |
 TU1822| TU1858 POINT 2                             APPROX.10.1 KM 2890818.1 |
 TU1822| TU1848 DIE                                 APPROX. 9.4 KM 2901838.5 |
 TU1822| TU1851 KEKAHA MILL CHIMNEY                 APPROX.10.9 KM 2920646.9 |
 TU1822| TU1847 BAT                                 APPROX. 8.0 KM 2921221.8 |
 TU1822| TU1842 WAR                                 APPROX. 6.5 KM 2924824.1 |
 TU1822| TU1833 WAIMEA CHURCH                       APPROX. 5.7 KM 2973246.1 |
 TU1822|---------------------------------------------------------------------|
 TU1822
 TU1822                          SUPERSEDED SURVEY CONTROL
 TU1822
 TU1822  NAD 83(1986)-  21 55 51.13482(N)    159 36 45.78350(W) AD(       ) 3
 TU1822  OLD HI      -  21 56 02.40800(N)    159 36 55.82800(W) AD(       ) 3
 TU1822
 TU1822.Superseded values are not recommended for survey control.
 TU1822.NGS no longer adjusts projects to the OLD HI datum.
 TU1822.See file dsdata.txt to determine how the superseded data were derived.
 TU1822
 TU1822_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3672425303(NAD 83)
 TU1822
 TU1822  HISTORY     - Date     Condition        Report By
 TU1822  HISTORY     - 1910     MONUMENTED       CGS
 TU1822  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1822  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1822  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1822
 TU1822                          STATION DESCRIPTION
 TU1822
 TU1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1822'IDENTICAL WITH THE HAWAIIAN GOVERNMENT SURVEY STATION PUU O PAPAI
 TU1822'NEAR THE SOUTH COAST OF KAUAI, ON THE WEST SLOPE OF PUU O PAPAI
 TU1822'CRATER AND NEAR ITS TOP.  IT IS ABOUT 1-1/2 MILES MAUKA (INLAND)
 TU1822'FROM MAKAWELI.  STATION IS IN A CANE FIELD, AND ABOUT 100 FEET
 TU1822'WEST OF A ROAD WHICH RUNS APPROXIMATELY NORTH AND SOUTH.  MARKED
 TU1822'BY CONCRETE PIER 10 INCHES SQUARE, PROJECTING 1-1/2 FEET ABOVE
 TU1822'GROUND, AND CENTERED WITH 1-1/2 INCH (2-INCH IN OLD
 TU1822'DESCRIPTION) GAS PIPE.  REFERENCE MARKS ARE AS FOLLOWS--NO. 1,
 TU1822'CORNER OF CONCRETE BASIN ALONGSIDE OF ROAD AND AT HEAD OF
 TU1822'WOODEN PIPE LINE LEADING NORTH, DISTANT 136.1 FEET ON LINE 27
 TU1822'DEG 34 MIN FROM POHAKEA.  NO. 2, CROSS CUT IN TOP OF LARGE
 TU1822'STONE (3 CUBIC FEET) LYING ON SURFACE OF GROUND, DISTANT 27.1
 TU1822'FEET, ON LINE 57 DEG 10 MIN FROM POHAKEA.  NO. 3, FIVE NAILS
 TU1822'DRIVEN IN THE WEST SIDE OF FENCE POST AT EDGE OF ROAD, DISTANT
 TU1822'111.5 FEET, ON LINE 98 DEG 12 MIN FROM POHAKEA.  IN 1926 ONLY
 TU1822'REFERENCE MARK NO. 1 WAS RECOVERED.
 TU1822
 TU1822                          STATION RECOVERY (1965)
 TU1822
 TU1822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1822'STATION IS DESTROYED.  THE ENTIRE HILL IS PLANTED IN SUGAR CANE
 TU1822'EXCEPT FOR A SMALL PLOT BY EDGE OF ROAD, ON WHICH AN OLD
 TU1822'OBSERVATION TOWER STANDS.
 TU1822
 TU1822                          STATION RECOVERY (2005)
 TU1822
 TU1822'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2140 ***********************************************************************
 TU2140  DESIGNATION -  PAPAIKOU STACK
 TU2140  PID         -  TU2140
 TU2140  STATE/COUNTY-  HI/HAWAII
 TU2140  USGS QUAD   -  PAPAIKOU (1994)
 TU2140
 TU2140                         *CURRENT SURVEY CONTROL
 TU2140  ___________________________________________________________________
 TU2140* NAD 83(1993)-  19 46 43.65477(N)    155 05 22.26435(W)     ADJUSTED  
 TU2140* LOCAL TIDAL -                                                        
 TU2140  ___________________________________________________________________
 TU2140  EPOCH DATE  -        1993.62
 TU2140  LAPLACE CORR-         -19.06  (seconds)                    DEFLEC99
 TU2140  GEOID HEIGHT-          18.09  (meters)                     GEOID03
 TU2140
 TU2140  HORZ ORDER  -  THIRD
 TU2140
 TU2140.The horizontal coordinates were established by classical geodetic methods
 TU2140.and adjusted by the National Geodetic Survey in December 1998..
 TU2140.The horizontal coordinates are valid at the epoch date displayed above.
 TU2140.The epoch date for horizontal control is a decimal equivalence
 TU2140.of Year/Month/Day.
 TU2140
 TU2140
 TU2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2140
 TU2140.The geoid height was determined by GEOID03.
 TU2140
 TU2140;                    North         East     Units Scale Factor Converg.
 TU2140;SPC HI 1     -   104,707.040   543,014.296   MT  0.99998953   +0 08 20.1
 TU2140;UTM  05      - 2,188,354.053   281,084.135   MT  1.00019239   -0 42 26.5
 TU2140
 TU2140                          SUPERSEDED SURVEY CONTROL
 TU2140
 TU2140  NAD 83(1986)-  19 46 43.62465(N)    155 05 22.28050(W) AD(       ) 4
 TU2140  OLD HI      -  19 46 54.57000(N)    155 05 32.24000(W) AD(       ) 3
 TU2140
 TU2140.Superseded values are not recommended for survey control.
 TU2140.NGS no longer adjusts projects to the OLD HI datum.
 TU2140.See file dsdata.txt to determine how the superseded data were derived.
 TU2140
 TU2140_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8108488354(NAD 83)
 TU2140
 TU2140  HISTORY     - Date     Condition        Report By
 TU2140  HISTORY     - UNK      MONUMENTED
 TU2140  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2140
 TU2140                          STATION DESCRIPTION
 TU2140
 TU2140'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2140'STATION IS GONE.  THE STACK WAS REBUILT IN A NEW LOCATION IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2157 ***********************************************************************
 TU2157  DESIGNATION -  PAPAIKOU SUGAR CO STACK
 TU2157  PID         -  TU2157
 TU2157  STATE/COUNTY-  HI/HAWAII
 TU2157  USGS QUAD   -  PAPAIKOU (1994)
 TU2157
 TU2157                         *CURRENT SURVEY CONTROL
 TU2157  ___________________________________________________________________
 TU2157* NAD 83(1993)-  19 46 43.01773(N)    155 05 21.45572(W)     ADJUSTED  
 TU2157* LOCAL TIDAL -                                                        
 TU2157  ___________________________________________________________________
 TU2157  EPOCH DATE  -        1993.62
 TU2157  LAPLACE CORR-         -19.05  (seconds)                    DEFLEC99
 TU2157  GEOID HEIGHT-          18.09  (meters)                     GEOID03
 TU2157
 TU2157  HORZ ORDER  -  THIRD
 TU2157
 TU2157.The horizontal coordinates were established by classical geodetic methods
 TU2157.and adjusted by the National Geodetic Survey in December 1998..
 TU2157.The horizontal coordinates are valid at the epoch date displayed above.
 TU2157.The epoch date for horizontal control is a decimal equivalence
 TU2157.of Year/Month/Day.
 TU2157
 TU2157
 TU2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2157
 TU2157.The geoid height was determined by GEOID03.
 TU2157
 TU2157;                    North         East     Units Scale Factor Converg.
 TU2157;SPC HI 1     -   104,687.508   543,037.882   MT  0.99998955   +0 08 20.3
 TU2157;UTM  05      - 2,188,334.171   281,107.434   MT  1.00019226   -0 42 26.2
 TU2157
 TU2157                          SUPERSEDED SURVEY CONTROL
 TU2157
 TU2157  NAD 83(1986)-  19 46 42.98731(N)    155 05 21.47188(W) AD(       ) 4
 TU2157  OLD HI      -  19 46 53.93822(N)    155 05 31.43718(W) AD(       ) 3
 TU2157
 TU2157.Superseded values are not recommended for survey control.
 TU2157.NGS no longer adjusts projects to the OLD HI datum.
 TU2157.See file dsdata.txt to determine how the superseded data were derived.
 TU2157
 TU2157_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8110788334(NAD 83)
 TU2157_MARKER: 63 = STACK
 TU2157
 TU2157  HISTORY     - Date     Condition        Report By
 TU2157  HISTORY     - 1975     FIRST OBSERVED   NGS
 TU2157
 TU2157                          STATION DESCRIPTION
 TU2157
 TU2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2157'LOCATED ABOUT 4 MILES NORTH OF THE CITY OF HILO, ABOUT 1/2 MILE
 TU2157'SOUTHEAST OF THE TOWN OF PAPAIKOU, ABOUT 1/4 MILE EAST OF STATE
 TU2157'HIGHWAY 19 AND ABOUT 200 YARDS EAST OF THE COAST LINE.
 TU2157'
 TU2157'THE STATION IS A TALL, STEEL STACK AT A SUGAR MILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2330 ***********************************************************************
 TU2330  DESIGNATION -  PAPALEKOKI 1877
 TU2330  PID         -  TU2330
 TU2330  STATE/COUNTY-  HI/HAWAII
 TU2330  USGS QUAD   -  UMIKOA (1982)
 TU2330
 TU2330                         *CURRENT SURVEY CONTROL
 TU2330  ___________________________________________________________________
 TU2330* NAD 83(1993)-  19 52 26.86323(N)    155 28 56.26105(W)     ADJUSTED  
 TU2330* LOCAL TIDAL -      3426.     (meters)   11240.     (feet)  SCALED    
 TU2330  ___________________________________________________________________
 TU2330  EPOCH DATE  -        1993.62
 TU2330  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 TU2330  GEOID HEIGHT-          25.65  (meters)                     GEOID03
 TU2330
 TU2330  HORZ ORDER  -  THIRD
 TU2330
 TU2330.The horizontal coordinates were established by classical geodetic methods
 TU2330.and adjusted by the National Geodetic Survey in December 1998..
 TU2330.The horizontal coordinates are valid at the epoch date displayed above.
 TU2330.The epoch date for horizontal control is a decimal equivalence
 TU2330.of Year/Month/Day.
 TU2330
 TU2330.The orthometric height was scaled from a topographic map.
 TU2330
 TU2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2330
 TU2330.The geoid height was determined by GEOID03.
 TU2330
 TU2330;                    North         East     Units Scale Factor Converg.
 TU2330;SPC HI 1     -   115,208.508   501,854.211   MT  0.99996671   +0 00 21.7
 TU2330;UTM  05      - 2,199,467.484   240,070.275   MT  1.00043517   -0 50 39.6
 TU2330
 TU2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2330!SPC HI 1     -   0.99945772  x   0.99996671  =   0.99942445
 TU2330!UTM  05      -   0.99945772  x   1.00043517  =   0.99989266
 TU2330
 TU2330:                Primary Azimuth Mark                     Grid Az
 TU2330:SPC HI 1     -  KOLE N                                   071 59 16.3
 TU2330:UTM  05      -  KOLE N                                   072 50 17.6
 TU2330
 TU2330|---------------------------------------------------------------------|
 TU2330| PID    Reference Object                     Distance      Geod. Az  |
 TU2330|                                                           dddmmss.s |
 TU2330| TU2329 KOLE N                              APPROX. 3.6 KM 0715938.0 |
 TU2330| TU2331 KALUAMAKANI 1876                    APPROX. 3.5 KM 3480649.1 |
 TU2330|---------------------------------------------------------------------|
 TU2330
 TU2330                          SUPERSEDED SURVEY CONTROL
 TU2330
 TU2330  NAD 83(1986)-  19 52 26.82571(N)    155 28 56.28039(W) AD(       ) 3
 TU2330  OLD HI      -  19 52 38.54100(N)    155 29 06.08200(W) AD(       ) 3
 TU2330
 TU2330.Superseded values are not recommended for survey control.
 TU2330.NGS no longer adjusts projects to the OLD HI datum.
 TU2330.See file dsdata.txt to determine how the superseded data were derived.
 TU2330
 TU2330_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4007099467(NAD 83)
 TU2330
 TU2330  HISTORY     - Date     Condition        Report By
 TU2330  HISTORY     - 1877     MONUMENTED       HIGS
 TU2330  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2330
 TU2330                          STATION DESCRIPTION
 TU2330
 TU2330'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2330'IN THE NORTHERN PART OF HAWAII, ON THE NORTHERN SLOPE OF MAUNA
 TU2330'KEA, ON THE NORTH BROW OF THE SUMMIT CALLED PAPALEKOKI, BETWEEN
 TU2330'THE SUMMITS OF MAUNA KEA AND KALUAMAKANI.  STATION MARKED BY A
 TU2330'COPPER TRIANGLE UNDERGROUND, WITH AN IMMENSE CAIRN OVER IT.
 TU2330
 TU2330                          STATION RECOVERY (1948)
 TU2330
 TU2330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2330'THE MARK FOR THIS STATION WAS NOT SEARCHED FOR AS IT IS BURIED
 TU2330'IN AN IMMENSE CAIRN.  SOME OF THE ROCKS OF THE CAIRN WERE REMOVED
 TU2330'BUT AS THE TIME FOR THE BUILDING PARTY WAS LIMITED, THE TASK
 TU2330'WAS DISCONTINUED.
 TU2330'
 TU2330'STATION PAPALEKOKI 2 (ECE) IS AT THE SURFACE OF THIS SAME CAIRN
 TU2330'WHICH IS VERY PROMINENT FOR MILES DISTANT.
 TU2330'
 TU2330'STATION PAPALEKOKI 2 IS NNW OF THE CAIRN, 3.342 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2333 ***********************************************************************
 TU2333  DESIGNATION -  PAPALEKOKI 2 1948
 TU2333  PID         -  TU2333
 TU2333  STATE/COUNTY-  HI/HAWAII
 TU2333  USGS QUAD   -  UMIKOA (1982)
 TU2333
 TU2333                         *CURRENT SURVEY CONTROL
 TU2333  ___________________________________________________________________
 TU2333* NAD 83(1993)-  19 52 26.97340(N)    155 28 56.33789(W)     ADJUSTED  
 TU2333* LOCAL TIDAL -      3426.4    (meters)   11241.     (feet)  VERT ANG  
 TU2333  ___________________________________________________________________
 TU2333  EPOCH DATE  -        1993.62
 TU2333  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 TU2333  GEOID HEIGHT-          25.65  (meters)                     GEOID03
 TU2333
 TU2333  HORZ ORDER  -  SECOND
 TU2333
 TU2333.The horizontal coordinates were established by classical geodetic methods
 TU2333.and adjusted by the National Geodetic Survey in December 1998..
 TU2333.The horizontal coordinates are valid at the epoch date displayed above.
 TU2333.The epoch date for horizontal control is a decimal equivalence
 TU2333.of Year/Month/Day.
 TU2333
 TU2333.The orthometric height was determined by vertical angle observations.
 TU2333
 TU2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2333
 TU2333.The geoid height was determined by GEOID03.
 TU2333
 TU2333;                    North         East     Units Scale Factor Converg.
 TU2333;SPC HI 1     -   115,211.896   501,851.975   MT  0.99996671   +0 00 21.6
 TU2333;UTM  05      - 2,199,470.906   240,068.089   MT  1.00043518   -0 50 39.7
 TU2333
 TU2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2333!SPC HI 1     -   0.99945766  x   0.99996671  =   0.99942439
 TU2333!UTM  05      -   0.99945766  x   1.00043518  =   0.99989260
 TU2333
 TU2333|---------------------------------------------------------------------|
 TU2333| PID    Reference Object                     Distance      Geod. Az  |
 TU2333|                                                           dddmmss.s |
 TU2333| TU2332 PAPALEKOKI 2 ECC 1948                 3.342 METERS 14937     |
 TU2333| TU2559 NOHONAOHAE RESET                    APPROX.21.7 KM 2832633.0 |
 TU2333|---------------------------------------------------------------------|
 TU2333
 TU2333                          SUPERSEDED SURVEY CONTROL
 TU2333
 TU2333  NAD 83(1986)-  19 52 26.93718(N)    155 28 56.35676(W) AD(       ) 2
 TU2333  OLD HI      -  19 52 37.92200(N)    155 29 06.34800(W) AD(       ) 2
 TU2333
 TU2333.Superseded values are not recommended for survey control.
 TU2333.NGS no longer adjusts projects to the OLD HI datum.
 TU2333.See file dsdata.txt to determine how the superseded data were derived.
 TU2333
 TU2333_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4006899471(NAD 83)
 TU2333_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2333_SETTING: 80 = SET IN A BOULDER
 TU2333_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2333
 TU2333  HISTORY     - Date     Condition        Report By
 TU2333  HISTORY     - 1948     MONUMENTED       CGS
 TU2333  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2333
 TU2333                          STATION DESCRIPTION
 TU2333
 TU2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2333'THE STATION IS LOCATED ON THE NORTHEASTERLY AND LOWER END OF
 TU2333'A PROMINENT RED RIDGE, ON THE NORTHERN SLOPE OF MAUNA KEA.  IT
 TU2333'IS ABOUT 15 MILES SOUTH OF HONOKAA, ABOUT 3.5 MILES NORTH
 TU2333'NORTHWEST OF THE SUMMIT OF MAUNA KEA, ABOUT 0.2 MILE NORTHEAST
 TU2333'OF THE SUMMIT OF A PROMINENT RED RIDGE, ABOUT 100 FEET NORTH
 TU2333'OF A SMALL CRATER AND 3.342 METERS NORTHWEST OF A LARGE CAIRN.
 TU2333'
 TU2333'THE STATION IS BEST REACHED, BY HORSE, FROM THE NORTHERLY
 TU2333'FOOT OF MAUNA KEA.  THIS IS ABOUT A 4 HOUR HORSE PACK.  THE
 TU2333'STATION IS ABOUT 1000 FEET ABOVE TIMBER LINE.  ALL WATER MUST
 TU2333'BE PACKED FROM THE FOOT OF THE MOUNTAIN.  GOOD SHELTER FOR A
 TU2333'TENT IS AVAILABLE IN THE SMALL CRATER WHICH LIES ABOUT 100 FEET
 TU2333'SOUTH OF THE STATION.
 TU2333'
 TU2333'THE STATION IS A STANDARD DISK, STAMPED PAPALEKOKI 1948, SET
 TU2333'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES.
 TU2333
 TU2333                          STATION RECOVERY (1968)
 TU2333
 TU2333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2333'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NOW POSSIBLE TO
 TU2333'REACH STATION WITHOUT THE USE OF HORSES BY USING A 4-WHEEL-DRIVE
 TU2333'VEHICLE TO GAIN STATION ELEVATION AND THEN HIKING ABOUT 4-1/2
 TU2333'MILES AT SAME LEVEL.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2333'
 TU2333'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF KAMUELA, 15
 TU2333'MILES SOUTH OF HONOKAA AND 4 MILES NORTH OF THE SUMMIT OF MAUNA
 TU2333'KEA, AT ABOUT 11,241 FEET ELEVATION, ON THE NORTHEAST AND LOWER
 TU2333'POINT OF A NORTHEAST-SOUTHWEST RED RIDGE ABOUT 1600 FEET LONG
 TU2333'(THE SOUTHWEST, HIGHER, POINT IS ABOUT 200 FEET HIGHER THAN
 TU2333'STATION).  STATION IS AT NORTHWEST SIDE OF A VERY LARGE CAIRN
 TU2333'ABOUT 12 FEET IN DIAMETER AND 6 FEET HIGH, WHICH IS REPORTEDLY
 TU2333'BUILT OVER OLD STATION PAPALEKOKI (HGS) 1877.
 TU2333'
 TU2333'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH
 TU2333'ON STATE HIGHWAY 19 FOR 6.2 MILES TO JUNCTION WITH STATE
 TU2333'HIGHWAY 20.  GO LEFT, ON HIGHWAY 20, FOR 9.8 MILES TO BOARD
 TU2333'GATE ON LEFT, BY POWER POLE 91.  PASS THROUGH GATE AND FOLLOW
 TU2333'RED CINDER ROAD FOR 1.7 MILES.  TAKE LEFT FORK AND GO 0.05
 TU2333'MILE.  TAKE LEFT FORK AND FOLLOW MAIN ROAD FOR 2.25 MILES TO
 TU2333'GATE AT PUU LAAU CABIN.  PASS THROUGH GATE AND CONTINUE ON
 TU2333'TRACK ROAD FOR 0.9 MILE TO FORK.  TAKE RIGHT FORK AND GO 1.25
 TU2333'MILES.  TAKE LEFT FORK AND GO 1.6 MILES TO FORK.  TAKE LEFT
 TU2333'FORK AND GO 2.35 MILES TO FORK.  TAKE RIGHT FORK AND GO 1.1
 TU2333'MILES TO END OF ROAD AT BASE OF CINDER HILLS AT ABOUT
 TU2333'11,400 FEET ELEVATION.  FROM HERE PACK LEFT, NORTHEAST,
 TU2333'ALONG APPROXIMATELY SAME ELEVATION FOR ABOUT 4-1/2
 TU2333'MILES TO STATION.
 TU2333'
 TU2333'STATION MARK IS A STANDARD DISK STAMPED PAPALEKOKI 1948,
 TU2333'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH SURROUNDING AREA.
 TU2333'
 TU2333'PAPALEKOKI 2 ECC 1948 IS 3.342 METERS (10.96 FT.) FROM STATION,
 TU2333'IN AZIMUTH 329 DEG 37 MIN 34 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2332 ***********************************************************************
 TU2332  DESIGNATION -  PAPALEKOKI 2 ECC 1948
 TU2332  PID         -  TU2332
 TU2332  STATE/COUNTY-  HI/HAWAII
 TU2332  USGS QUAD   -  UMIKOA (1982)
 TU2332
 TU2332                         *CURRENT SURVEY CONTROL
 TU2332  ___________________________________________________________________
 TU2332* NAD 83(1993)-  19 52 26.87965(N)    155 28 56.27979(W)     ADJUSTED  
 TU2332* LOCAL TIDAL -      3428.3    (meters)   11248.     (feet)  VERT ANG  
 TU2332  ___________________________________________________________________
 TU2332  EPOCH DATE  -        1993.62
 TU2332  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 TU2332  GEOID HEIGHT-          25.65  (meters)                     GEOID03
 TU2332
 TU2332  HORZ ORDER  -  SECOND
 TU2332
 TU2332.The horizontal coordinates were established by classical geodetic methods
 TU2332.and adjusted by the National Geodetic Survey in December 1998..
 TU2332.The horizontal coordinates are valid at the epoch date displayed above.
 TU2332.The epoch date for horizontal control is a decimal equivalence
 TU2332.of Year/Month/Day.
 TU2332
 TU2332.The orthometric height was determined by vertical angle observations.
 TU2332
 TU2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2332
 TU2332.The geoid height was determined by GEOID03.
 TU2332
 TU2332;                    North         East     Units Scale Factor Converg.
 TU2332;SPC HI 1     -   115,209.013   501,853.666   MT  0.99996671   +0 00 21.7
 TU2332;UTM  05      - 2,199,467.997   240,069.737   MT  1.00043517   -0 50 39.6
 TU2332
 TU2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2332!SPC HI 1     -   0.99945736  x   0.99996671  =   0.99942409
 TU2332!UTM  05      -   0.99945736  x   1.00043517  =   0.99989230
 TU2332
 TU2332                          SUPERSEDED SURVEY CONTROL
 TU2332
 TU2332  NAD 83(1986)-  19 52 26.84358(N)    155 28 56.29877(W) AD(       ) 2
 TU2332  OLD HI      -  19 52 37.82800(N)    155 29 06.29000(W) AD(       ) 2
 TU2332
 TU2332.Superseded values are not recommended for survey control.
 TU2332.NGS no longer adjusts projects to the OLD HI datum.
 TU2332.See file dsdata.txt to determine how the superseded data were derived.
 TU2332
 TU2332_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4007099468(NAD 83)
 TU2332_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2332_SETTING: 80 = SET IN A BOULDER
 TU2332_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2332
 TU2332  HISTORY     - Date     Condition        Report By
 TU2332  HISTORY     - 1948     MONUMENTED       CGS
 TU2332  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2332
 TU2332                          STATION DESCRIPTION
 TU2332
 TU2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2332'THIS STATION WAS LOCATED BY DISTANCE AND DIRECTION FROM
 TU2332'TRIANGULATION STATION PAPALEKOKI 2
 TU2332'
 TU2332'THE STATION IS LOCATED ON THE NORTHEASTERLY AND LOWER END OF A
 TU2332'PROMINENT RED RIDGE ON THE NORTHERN SLOPE OF MAUNA KEA.  IT IS
 TU2332'ABOUT 15 MILES SOUTH OF HONOKAA AND ABOUT 3.5 MILES NORTH NORTHWEST
 TU2332'OF THE SUMMIT OF MAUNA KEA.  THE SUMMIT OF THE RED RIDGE LIES
 TU2332'ABOUT 0.2 MILE SOUTHWEST OF THE STATION AND A SMALL CRATER LIES
 TU2332'ABOUT 100 FEET SOUTH.
 TU2332'
 TU2332'THE STATION IS BEST REACHED, BY HORSE, FROM THE NORTHERLY FOOT OF
 TU2332'MAUNA KEA.  THIS IS ABOUT A 4 HOUR HORSE PACK.  THE STATION IS
 TU2332'ABOUT 1000 FEET ABOVE TIMBERLINE.  ALL WATER MUST BE PACKED FROM
 TU2332'THE FOOT OF THE MOUNTAIN.  GOOD SHELTER FOR A TENT IS AVAILABLE IN
 TU2332'THE SMALL CRATER ABOUT 100 FEET SOUTH OF THE STATION.
 TU2332'
 TU2332'THE STATION IS A STANDARD DISK, STAMPED PAPALEKOKI 2 ECC 1948, SET
 TU2332'INTO A DRILL HOLE IN A FLAT BOULDER.  THE STATION WAS ESTABLISHED
 TU2332'IN THE CENTER OF A CAIRN WHICH IS ABOUT 12 FEET IN DIAMETER AND IS
 TU2332'1.90 METERS HIGH.  A SMALLER CAIRN 5 FEET IN DIAMETER AND 1.52
 TU2332'METERS HIGH WAS ERECTED OVER THE STATION.  A 3 INCH BY 3 INCH
 TU2332'WOODEN POST EXTENDS FROM THE STATION DISK TO A POINT 1.2 METERS
 TU2332'ABOVE THE TOP OF THE UPPER CAIRN.
 TU2332'
 TU2332'TRIANGULATION STATION PAPALEKOKI 1948 IS LOCATED 3.342 METERS
 TU2332'NORTHWEST OF THE STATION.
 TU2332
 TU2332                          STATION RECOVERY (1968)
 TU2332
 TU2332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2332'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS NOW POSSIBLE TO
 TU2332'REACH STATION WITHOUT THE USE OF HORSES, BY USING A 4-WHEEL-DRIVE
 TU2332'VEHICLE TO GAIN STATION ELEVATION, AND THEN HIKING ABOUT 4-1/2
 TU2332'MILES AT SAME LEVEL.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2332'
 TU2332'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF KAMUELA, 15 MILES
 TU2332'SOUTH OF HONOKAA AND 4 MILES NORTH OF THE SUMMIT OF MAUNA KEA, AT
 TU2332'ABOUT 11,241 FEET ELEVATION, ON THE NORTHEAST AND LOWER POINT OF A
 TU2332'NORTHEAST-SOUTHWEST RED RIDGE ABOUT 1600 FEET LONG (THE SOUTHWEST,
 TU2332'HIGHER, POINT IS ABOUT 200 FEET HIGHER THAN STATION).  STATION IS
 TU2332'LOCATED ON TOP OF A VERY LARGE CAIRN ABOUT 12 FEET IN DIAMETER
 TU2332'AND 6 FEET HIGH, WHICH IS REPORTEDLY BUILT OVER OLD STATION
 TU2332'PAPALEKOKI (HGS) 1877.
 TU2332'
 TU2332'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON STATE
 TU2332'HIGHWAY 19 FOR 6.2 MILES TO JUNCTION WITH STATE HIGHWAY 20.  GO
 TU2332'LEFT, ON STATE HIGHWAY 20, FOR 9.8 MILES TO BOARD GATE ON LEFT,
 TU2332'BY POWER POLE 91.  PASS THROUGH GATE AND FOLLOW RED CINDER ROAD
 TU2332'FOR 1.7 MILES.  TAKE LEFT FORK AND GO 0.05 MILE.  TAKE LEFT FORK
 TU2332'AND FOLLOW MAIN ROAD FOR 2.25 MILES TO GATE AT PUU LAAU CABIN.
 TU2332'PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.9 MILE TO
 TU2332'FORK.  TAKE RIGHT FORK AND GO 1.25 MILES.  TAKE LEFT FORK AND GO
 TU2332'1.6 MILES TO FORK.  TAKE LEFT FORK AND GO 2.35 MILES TO FORK.
 TU2332'TAKE RIGHT FORK AND GO 1.1 MILES TO END OF ROAD AT BASE OF
 TU2332'CINDER HILLS AT ABOUT 11,400 FEET ELEVATION.  FROM HERE PACK
 TU2332'LEFT, NORTHEAST, ALONG APPROXIMATELY SAME ELEVATION FOR
 TU2332'ABOUT 4-1/2 MILES TO STATION.
 TU2332'
 TU2332'STATION MARK IS A STANDARD DISK STAMPED PAPALEKOKI 2 ECC 1948,
 TU2332'CEMENTED IN A DRILL HOLE IN A ROCK IN THE TOP AND CENTER OF THE
 TU2332'LARGE CAIRN.  A SMALLER CAIRN, WITH A 4 X 4-INCH SIGNAL POLE IN THE
 TU2332'CENTER, IS BUILT OVER THE MARK AND EXTENDS 4 FEET ABOVE THE TOP
 TU2332'OF THE LARGE CAIRN.
 TU2332'
 TU2332'PAPALEKOKI 2 1948 IS 3.342 METERS (10.96 FT.) FROM STATION, IN
 TU2332'AZIMUTH 149 DEG 37 MIN 34 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1472 ***********************************************************************
 TU1472  DESIGNATION -  PAPAU 1910
 TU1472  PID         -  TU1472
 TU1472  STATE/COUNTY-  HI/HONOLULU
 TU1472  USGS QUAD   -  HAUULA (1983)
 TU1472
 TU1472                         *CURRENT SURVEY CONTROL
 TU1472  ___________________________________________________________________
 TU1472* NAD 83(1993)-  21 36 33.21894(N)    157 55 49.77319(W)     ADJUSTED  
 TU1472* LOCAL TIDAL -       366.     (meters)    1201.     (feet)  SCALED    
 TU1472  ___________________________________________________________________
 TU1472  EPOCH DATE  -        1993.62
 TU1472  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 TU1472  GEOID HEIGHT-          14.47  (meters)                     GEOID03
 TU1472
 TU1472  HORZ ORDER  -  THIRD
 TU1472
 TU1472.The horizontal coordinates were established by classical geodetic methods
 TU1472.and adjusted by the National Geodetic Survey in December 1998..
 TU1472.The horizontal coordinates are valid at the epoch date displayed above.
 TU1472.The epoch date for horizontal control is a decimal equivalence
 TU1472.of Year/Month/Day.
 TU1472
 TU1472.The orthometric height was scaled from a topographic map.
 TU1472
 TU1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1472
 TU1472.The geoid height was determined by GEOID03.
 TU1472
 TU1472;                    North         East     Units Scale Factor Converg.
 TU1472;SPC HI 3     -    49,002.385   507,196.915   MT  0.99999064   +0 01 32.2
 TU1472;UTM  04      - 2,389,955.470   610,700.067   MT  0.99975142   +0 23 38.1
 TU1472
 TU1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1472!SPC HI 3     -   0.99994020  x   0.99999064  =   0.99993085
 TU1472!UTM  04      -   0.99994020  x   0.99975142  =   0.99969164
 TU1472
 TU1472                          SUPERSEDED SURVEY CONTROL
 TU1472
 TU1472  NAD 83(1986)-  21 36 33.16867(N)    157 55 49.78374(W) AD(       ) 3
 TU1472  OLD HI      -  21 36 44.61600(N)    157 55 59.68200(W) AD(       ) 3
 TU1472
 TU1472.Superseded values are not recommended for survey control.
 TU1472.NGS no longer adjusts projects to the OLD HI datum.
 TU1472.See file dsdata.txt to determine how the superseded data were derived.
 TU1472
 TU1472_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1070089955(NAD 83)
 TU1472
 TU1472  HISTORY     - Date     Condition        Report By
 TU1472  HISTORY     - 1910     MONUMENTED       CGS
 TU1472  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1472
 TU1472                          STATION DESCRIPTION
 TU1472
 TU1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1472'MORE THAN A MILE BACK FROM THE SHORE, ON THE EASTERN BROW OF
 TU1472'THE LAST AND HIGHEST SUMMIT, BUT ONE, OF THE KAIPAPAU RIDGE.  IT
 TU1472'IS THE FARTHEST SUMMIT TO THE WEST FROM WHICH STATION PUNA CAN
 TU1472'BE SEEN.  STATION IS JUST OFF THE TOP OF THE HILL, AVOIDING BAD
 TU1472'BRUSH ON ITS TOP.  MARKED BY 1/2-INCH DRILL HOLE IN A SMALL
 TU1472'STONE SET WITH TOP JUST ABOVE GROUND.
 TU1472
 TU1472                          STATION RECOVERY (1964)
 TU1472
 TU1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1472'STATION IS BELIEVED TO BE DESTROYED.  A SEARCH WAS MADE BUT IT
 TU1472'COULD NOT BE FOUND.  A ROAD WAS BULLDOZED ALONG THE CREST OF
 TU1472'THE ENTIRE RIDGE DURING WW2 AND SINCE THE TOP OF THE STATION HILL
 TU1472'IS QUITE NARROW IT IS BELIEVED THAT THE MARK WAS DESTROYED THEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3082 ***********************************************************************
 TU3082  DESIGNATION -  PAPAWAI
 TU3082  PID         -  TU3082
 TU3082  STATE/COUNTY-  HI/MAUI
 TU3082  USGS QUAD   -  MAALAEA (1996)
 TU3082
 TU3082                         *CURRENT SURVEY CONTROL
 TU3082  ___________________________________________________________________
 TU3082* NAD 83(1993)-  20 46 43.57082(N)    156 32 16.27706(W)     ADJUSTED  
 TU3082* LOCAL TIDAL -       116.0    (meters)     381.     (feet)  VERT ANG  
 TU3082  ___________________________________________________________________
 TU3082  EPOCH DATE  -        1993.62
 TU3082  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 TU3082  GEOID HEIGHT-          16.48  (meters)                     GEOID03
 TU3082
 TU3082  HORZ ORDER  -  FIRST
 TU3082
 TU3082.The horizontal coordinates were established by classical geodetic methods
 TU3082.and adjusted by the National Geodetic Survey in December 1998..
 TU3082.The horizontal coordinates are valid at the epoch date displayed above.
 TU3082.The epoch date for horizontal control is a decimal equivalence
 TU3082.of Year/Month/Day.
 TU3082
 TU3082.The orthometric height was determined by vertical angle observations.
 TU3082
 TU3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3082
 TU3082.The geoid height was determined by GEOID03.
 TU3082
 TU3082;                    North         East     Units Scale Factor Converg.
 TU3082;SPC HI 2     -    49,318.546   513,411.824   MT  0.99996889   +0 02 44.5
 TU3082;UTM  04      - 2,299,618.439   756,322.426   MT  1.00041203   +0 52 26.2
 TU3082
 TU3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3082!SPC HI 2     -   0.99997918  x   0.99996889  =   0.99994807
 TU3082!UTM  04      -   0.99997918  x   1.00041203  =   1.00039120
 TU3082
 TU3082|---------------------------------------------------------------------|
 TU3082| PID    Reference Object                     Distance      Geod. Az  |
 TU3082|                                                           dddmmss.s |
 TU3082| CN5993 PAPAWAI RM 1                          6.343 METERS 06349     |
 TU3082| CN5994 PAPAWAI RM 2                          5.428 METERS 13638     |
 TU3082| TU3130 MOLOKINI LIGHTHOUSE 1950            APPROX.16.9 KM 1653652.9 |
 TU3082|---------------------------------------------------------------------|
 TU3082
 TU3082                          SUPERSEDED SURVEY CONTROL
 TU3082
 TU3082  NAD 83(1986)-  20 46 43.53631(N)    156 32 16.26016(W) AD(       ) 1
 TU3082  OLD HI      -  20 46 55.05200(N)    156 32 26.41900(W) AD(       ) 1
 TU3082
 TU3082.Superseded values are not recommended for survey control.
 TU3082.NGS no longer adjusts projects to the OLD HI datum.
 TU3082.See file dsdata.txt to determine how the superseded data were derived.
 TU3082
 TU3082_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5632299618(NAD 83)
 TU3082_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3082_SETTING: 80 = SET IN A BOULDER
 TU3082_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3082
 TU3082  HISTORY     - Date     Condition        Report By
 TU3082  HISTORY     - 1950     MONUMENTED       CGS
 TU3082  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3082  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3082
 TU3082                          STATION DESCRIPTION
 TU3082
 TU3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3082'LOCATED ON THE SOUTH SHORE OF WEST MAUI, WAILUKU DISTRICT, ABOUT
 TU3082'5 MILES WEST OF KIHEI POST OFFICE, ABOUT 0.5 MILES WEST OF MC GREGOR
 TU3082'POINT AND ABOUT 0.3 MILES NORTH OF THE COAST HIGHWAY, AT THE
 TU3082'SOUTHWEST EDGE OF A SMALL GRASSY FLAT.  STATION IS A STANDARD DISK
 TU3082'SET IN A BOULDER PROJECTING 8 INCHES, STAMPED PAPAWAI 1949.
 TU3082'
 TU3082'REFERENCE MARK NO.1 IS EAST NORTHEAST OF THE STATION.  A
 TU3082'STANDARD DISK SET IN A BOULDER FLUSH WITH THE GROUND, STAMPED
 TU3082'PAPAWAI NO 1 1949.
 TU3082'
 TU3082'REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION.  A STANDARD DISK
 TU3082'SET IN A BOULDER PROJECTING 2 FEET, STAMPED PAPAWAI NO 2 1949.
 TU3082'
 TU3082'TO REACH FROM THE POST OFFICE AT WAILUKU--GO SOUTH AND WEST ON
 TU3082'LAHAINA HIGHWAY FOR 9.0 MILES.  TURN RIGHT ONTO TRACK ROAD AND GO
 TU3082'NORTHWEST UP GRADE FOR 0.1 MILE TO AN OLD ARMY OBSERVATION
 TU3082'POST.  FROM HERE PACK NORTHERLY FOR ABOUT 0.3 MILES TO TOP OF
 TU3082'RIDGE AND STATION AT WEST END OF FLAT.
 TU3082'
 TU3082'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 TU3082
 TU3082                          STATION RECOVERY (1961)
 TU3082
 TU3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3082'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU3082'CONDITION AS DESCRIBED.  THE DIRECTIONS FOR REACHING THE STATION ARE
 TU3082'ADEQUATE EXCEPT THAT NO OBSERVATION POST OR A ROAD LEADING TO IT
 TU3082'WERE FOUND.  PARK ON HIGHWAY 30 AND PACK NORTHERLY TO TOP OF HILL
 TU3082'AND STATION.  A TEN FOOT 2X2 POLE WAS FOUND OVER THE STATION.
 TU3082
 TU3082                          STATION RECOVERY (1969)
 TU3082
 TU3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3082'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3082'COMPLETE DESCRIPTION FOLLOWS--
 TU3082'
 TU3082'STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHWEST OF WAILUKU AND 2
 TU3082'MILES WEST-SOUTHWEST OF MAALAEA HARBOR AND 1700 FEET NORTH-NORTHWEST
 TU3082'OF THE SCENIC OBSERVATION POINT, WHERE THE HIGHWAY ROUNDS PAPAWAI
 TU3082'POINT.  IT IS UP ON THE SLOPES OF THE STEEP HILLSIDE, AT ABOUT 381
 TU3082'FEET ELEVATION, ON THE SOUTH EDGE OF A LARGE FLAT AREA SEVERAL
 TU3082'ACRES IN SIZE.
 TU3082'
 TU3082'TO REACH STATION FROM THE POST OFFICE IN WAILUKU, GO SOUTH ON
 TU3082'STATE HIGHWAY 30 FOR 5.25 MILES TO JUNCTION WITH STATE HIGHWAY
 TU3082'31.  CONTINUE AHEAD ON HIGHWAY 30 FOR 3.65 MILES TO THE SCENIC
 TU3082'OVERLOOK ON LEFT.  CONTINUE AHEAD FOR 0.35 MILE TO END OF TRUCK
 TU3082'TRAVEL ON RIGHT, AT A CULVERT AND A HIGHWAY SIGN DO NOT PASS.
 TU3082'PACK NORTHERLY, UP STEEP HILLSIDE, ABOUT 300 YARDS TO STATION.
 TU3082'
 TU3082'STATION MARK IS A STANDARD DISK STAMPED PAPAWAI 1949, CEMENTED IN
 TU3082'A DRILL HOLE IN A 30-INCH-DIAMETER, ROUND-TOPPED, BEDROCK OUTCROP
 TU3082'THAT PROJECTS ABOUT 6 INCHES FROM GROUND.  IT IS 6 FEET NORTH OF A
 TU3082'LARGE CAIRN.
 TU3082'
 TU3082'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PAPAWAI NO 1
 TU3082'1949, CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT BEDROCK OUTCROP THAT
 TU3082'PROJECTS 2 INCHES FROM GROUND.  IT IS 0.3 FOOT LOWER THAN STATION
 TU3082'MARK.
 TU3082'
 TU3082'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PAPAWAI NO 2
 TU3082'1979, CEMENTED IN A DRILL HOLE IN A 3-1/2-FOOT, RED ROCK OUTCROP
 TU3082'THAT PROJECTS 2 FEET FROM GROUND.  IT IS 2 FEET HIGHER THAN STATION
 TU3082'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2557 ***********************************************************************
 TU2557  DESIGNATION -  PARKER RANCH TANK A
 TU2557  PID         -  TU2557
 TU2557  STATE/COUNTY-  HI/HAWAII
 TU2557  USGS QUAD   -  NOHONAOHAE (1997)
 TU2557
 TU2557                         *CURRENT SURVEY CONTROL
 TU2557  ___________________________________________________________________
 TU2557* NAD 83(1993)-  19 59 24.85611(N)    155 40 11.25376(W)     ADJUSTED  
 TU2557* LOCAL TIDAL -                                                        
 TU2557  ___________________________________________________________________
 TU2557  EPOCH DATE  -        1993.62
 TU2557  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 TU2557  GEOID HEIGHT-          23.06  (meters)                     GEOID03
 TU2557
 TU2557  HORZ ORDER  -  THIRD
 TU2557
 TU2557.The horizontal coordinates were established by classical geodetic methods
 TU2557.and adjusted by the National Geodetic Survey in December 1998..
 TU2557.The horizontal coordinates are valid at the epoch date displayed above.
 TU2557.The epoch date for horizontal control is a decimal equivalence
 TU2557.of Year/Month/Day.
 TU2557
 TU2557
 TU2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2557
 TU2557.The geoid height was determined by GEOID03.
 TU2557
 TU2557;                    North         East     Units Scale Factor Converg.
 TU2557;SPC HI 1     -   128,070.664   482,231.165   MT  0.99997057   -0 03 29.0
 TU2557;UTM  05      - 2,212,627.267   220,630.514   MT  1.00056476   -0 54 47.8
 TU2557
 TU2557                          SUPERSEDED SURVEY CONTROL
 TU2557
 TU2557  NAD 83(1986)-  19 59 24.84070(N)    155 40 11.26908(W) AD(       ) 4
 TU2557  OLD HI      -  19 59 35.84700(N)    155 40 21.27200(W) AD(       ) 3
 TU2557
 TU2557.Superseded values are not recommended for survey control.
 TU2557.NGS no longer adjusts projects to the OLD HI datum.
 TU2557.See file dsdata.txt to determine how the superseded data were derived.
 TU2557
 TU2557_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2063112627(NAD 83)
 TU2557
 TU2557  HISTORY     - Date     Condition        Report By
 TU2557  HISTORY     - 1948     MONUMENTED       CGS
 TU2557  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2557  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2557
 TU2557                          STATION DESCRIPTION
 TU2557
 TU2557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2557'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2557'
 TU2557'THE STATION IS THE CENTER OF A WOODEN WATER TANK WHICH IS
 TU2557'ABOUT 15 FEET IN DIAMETER AND ABOUT 10 FEET HIGH.  THE TANK
 TU2557'HAS A FLAT ROOF AND IS PAINTED RED.
 TU2557'
 TU2557'THE STATION IS LOCATED ABOUT 2.2 MILES SOUTH OF WAIMEA, ABOUT
 TU2557'0.5 MILE EAST OF THE ROAD WHICH RUNS BETWEEN WAIMEA AND THE
 TU2557'KONA DISTRICT, ABOUT 150 FEET NORTH OF A CONCRETE WATER
 TU2557'TROUGH, ABOUT 100 FEET SOUTH OF A GROVE OF TREES AND ABOUT 50
 TU2557'FEET SOUTH OF A ROCK WALL.
 TU2557'
 TU2557'THE STATION IS ON PARKER RANCH PROPERTY.
 TU2557
 TU2557                          STATION RECOVERY (1967)
 TU2557
 TU2557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2557'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 2
 TU2557'MILES AIRLINE SOUTH OF KAMUELA, 1/2-MILE SOUTHEAST OF THE
 TU2557'SOUTHWEST END OF THE KAMUELA AIRPORT RUNWAY, AND 1/2-MILE EAST
 TU2557'OF STATE HIGHWAY 19, AT 2676 FEET ELEVATION, IN PASTURE
 TU2557'LAND, AT THE SOUTHEAST CORNER OF A LARGE, SQUARE, GROVE OF TREES.
 TU2557'
 TU2557'STATION IS THE CENTER OF A GREEN, WOODEN, FLAT-TOPPED, WATER
 TU2557'TANK 18 FEET IN DIAMETER AND 14 FEET HIGH.
 TU2557
 TU2557                          STATION RECOVERY (1978)
 TU2557
 TU2557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU2557'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TU2557'
 TU2557'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2557'2.3 MIS. SOUTH OF WAIMEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2556 ***********************************************************************
 TU2556  DESIGNATION -  PARKER RANCH TANK C
 TU2556  PID         -  TU2556
 TU2556  STATE/COUNTY-  HI/HAWAII
 TU2556  USGS QUAD   -  NOHONAOHAE (1997)
 TU2556
 TU2556                         *CURRENT SURVEY CONTROL
 TU2556  ___________________________________________________________________
 TU2556* NAD 83(1993)-  19 56 18.08145(N)    155 40 07.00913(W)     ADJUSTED  
 TU2556* LOCAL TIDAL -                                                        
 TU2556  ___________________________________________________________________
 TU2556  EPOCH DATE  -        1993.62
 TU2556  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 TU2556  GEOID HEIGHT-          23.66  (meters)                     GEOID03
 TU2556
 TU2556  HORZ ORDER  -  THIRD
 TU2556
 TU2556.The horizontal coordinates were established by classical geodetic methods
 TU2556.and adjusted by the National Geodetic Survey in December 1998..
 TU2556.The horizontal coordinates are valid at the epoch date displayed above.
 TU2556.The epoch date for horizontal control is a decimal equivalence
 TU2556.of Year/Month/Day.
 TU2556
 TU2556
 TU2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2556
 TU2556.The geoid height was determined by GEOID03.
 TU2556
 TU2556;                    North         East     Units Scale Factor Converg.
 TU2556;SPC HI 1     -   122,327.191   482,348.783   MT  0.99997052   -0 03 27.0
 TU2556;UTM  05      - 2,206,879.266   220,662.517   MT  1.00056455   -0 54 38.2
 TU2556
 TU2556                          SUPERSEDED SURVEY CONTROL
 TU2556
 TU2556  NAD 83(1986)-  19 56 18.06470(N)    155 40 07.02807(W) AD(       ) 4
 TU2556  OLD HI      -  19 56 29.06200(N)    155 40 17.03100(W) AD(       ) 3
 TU2556
 TU2556.Superseded values are not recommended for survey control.
 TU2556.NGS no longer adjusts projects to the OLD HI datum.
 TU2556.See file dsdata.txt to determine how the superseded data were derived.
 TU2556
 TU2556_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2066306879(NAD 83)
 TU2556
 TU2556  HISTORY     - Date     Condition        Report By
 TU2556  HISTORY     - 1948     MONUMENTED       CGS
 TU2556  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2556
 TU2556                          STATION DESCRIPTION
 TU2556
 TU2556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2556'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2556'
 TU2556'THE STATION IS THE CENTER OF A WOODEN WATER TANK WHICH IS
 TU2556'ABOUT 15 FEET IN DIAMETER AND ABOUT 12 FEET HIGH.  THE TANK
 TU2556'HAS A FLAT ROOF AND IS PAINTED RED.
 TU2556'
 TU2556'THE STATION IS LOCATED ABOUT 6.2 MILES SOUTH OF WAIMEA, ABOUT
 TU2556'1.5 MILES EAST OF JUNCTION OF THE ROAD WHICH GOES TO HILO AND
 TU2556'THE ROAD WHICH RUNS BETWEEN WAIMEA AND THE KONA DISTRICT, ABOUT
 TU2556'1.0 MILE SOUTH OF THE KAMAKOA GULCH, ABOUT 200 FEET NORTH OF A
 TU2556'SMALLER WATER TANK AND ABOUT 200 FEET NORTHEAST OF A CONCRETE
 TU2556'WATER TROUGH.
 TU2556'
 TU2556'THE STATION IS ON PARKER RANCH PROPERTY.
 TU2556
 TU2556                          STATION RECOVERY (1967)
 TU2556
 TU2556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2556'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 5-1/2
 TU2556'MILES SOUTH OF KAMUELA AND 1-1/4 MILES EAST OF THE JUNCTION
 TU2556'OF STATE HIGHWAYS 19 AND 20, AT 2693 FEET ELEVATION, IN OPEN
 TU2556'PASTURE LAND, ALONG A 6-INCH PIPELINE.
 TU2556'
 TU2556'STATION IS THE CENTER OF A RED, WOODEN, FLAT-TOPPED, WATER TANK
 TU2556'30 FEET IN DIAMETER AND 17 FEET HIGH.  165 FEET NORTH OF THE END
 TU2556'POLE OF A POWER LINE AND 63 FEET NORTH OF A GROUP OF RED-ROOFED
 TU2556'SHACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2560 ***********************************************************************
 TU2560  DESIGNATION -  PARKER RANCH TANK D
 TU2560  PID         -  TU2560
 TU2560  STATE/COUNTY-  HI/HAWAII
 TU2560  USGS QUAD   -  NOHONAOHAE (1997)
 TU2560
 TU2560                         *CURRENT SURVEY CONTROL
 TU2560  ___________________________________________________________________
 TU2560* NAD 83(1993)-  19 57 17.19401(N)    155 41 39.37361(W)     ADJUSTED  
 TU2560* LOCAL TIDAL -                                                        
 TU2560  ___________________________________________________________________
 TU2560  EPOCH DATE  -        1993.62
 TU2560  LAPLACE CORR-           8.30  (seconds)                    DEFLEC99
 TU2560  GEOID HEIGHT-          23.20  (meters)                     GEOID03
 TU2560
 TU2560  HORZ ORDER  -  THIRD
 TU2560
 TU2560.The horizontal coordinates were established by classical geodetic methods
 TU2560.and adjusted by the National Geodetic Survey in December 1998..
 TU2560.The horizontal coordinates are valid at the epoch date displayed above.
 TU2560.The epoch date for horizontal control is a decimal equivalence
 TU2560.of Year/Month/Day.
 TU2560
 TU2560
 TU2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2560
 TU2560.The geoid height was determined by GEOID03.
 TU2560
 TU2560;                    North         East     Units Scale Factor Converg.
 TU2560;SPC HI 1     -   124,147.810   479,665.012   MT  0.99997178   -0 03 58.7
 TU2560;UTM  05      - 2,208,740.779   218,004.561   MT  1.00058299   -0 55 12.4
 TU2560
 TU2560                          SUPERSEDED SURVEY CONTROL
 TU2560
 TU2560  NAD 83(1986)-  19 57 17.17845(N)    155 41 39.39216(W) AD(       ) 4
 TU2560  OLD HI      -  19 57 28.17900(N)    155 41 49.39700(W) AD(       ) 3
 TU2560
 TU2560.Superseded values are not recommended for survey control.
 TU2560.NGS no longer adjusts projects to the OLD HI datum.
 TU2560.See file dsdata.txt to determine how the superseded data were derived.
 TU2560
 TU2560_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1800508741(NAD 83)
 TU2560
 TU2560  HISTORY     - Date     Condition        Report By
 TU2560  HISTORY     - 1948     MONUMENTED       CGS
 TU2560  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2560
 TU2560                          STATION DESCRIPTION
 TU2560
 TU2560'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2560'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2560'
 TU2560'THE STATION IS THE CENTER OF A WOODEN WATER TANK WHICH IS
 TU2560'ABOUT 10 FEET IN DIAMETER AND ABOUT 8 FEET HIGH.  THE TANK
 TU2560'HAS A FLAT ROOF, A LADDER ON ITS NORTH SIDE AND IS PAINTED
 TU2560'RED.
 TU2560'
 TU2560'THE STATION IS LOCATED ABOUT 5 MILES SOUTH SOUTHWEST OF
 TU2560'WAIMEA, ABOUT 0.8 MILE WEST OF THE ROAD WHICH RUNS BETWEEN
 TU2560'WAIMEA AND THE KONA DISTRICT, ABOUT 100 YARDS SOUTH OF THE
 TU2560'KAMAKOA GULCH AND ABOUT 100 FEET SOUTH OF A CONCRETE WATER
 TU2560'TROUGH.
 TU2560'
 TU2560'THE STATION IS ON PARKER RANCH PROPERTY.
 TU2560
 TU2560                          STATION RECOVERY (1967)
 TU2560
 TU2560'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2560'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 4-3/4
 TU2560'MILES SOUTH-SOUTHWEST OF KAMUELA AND 0.8 MILE WEST OF STATE
 TU2560'HIGHWAY 19, AT ABOUT 2398 FEET ELEVATION, ON A KNOLL IN
 TU2560'PASTURE LAND, ON A LINE AND EXACTLY MIDWAY BETWEEN STATIONS
 TU2560'PUU PA (HGS) AND NOHONAOHAE (HGS).
 TU2560'
 TU2560'STATION IS THE CENTER OF A GREEN, WOODEN, FLAT-TOPPED, WATER
 TU2560'TANK 18 FEET IN DIAMETER AND 14 FEET HIGH.  ABOUT 45 FEET
 TU2560'SOUTHWEST OF A CONCRETE WATER TROUGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2929 ***********************************************************************
 TU2929  DESIGNATION -  PATCH
 TU2929  PID         -  TU2929
 TU2929  STATE/COUNTY-  HI/MAUI
 TU2929  USGS QUAD   -  MAKENA (1995)
 TU2929
 TU2929                         *CURRENT SURVEY CONTROL
 TU2929  ___________________________________________________________________
 TU2929* NAD 83(1993)-  20 42 16.68215(N)    156 26 47.95127(W)     ADJUSTED  
 TU2929* LOCAL TIDAL -                                                        
 TU2929  ___________________________________________________________________
 TU2929  EPOCH DATE  -        1993.62
 TU2929  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 TU2929  GEOID HEIGHT-          16.66  (meters)                     GEOID03
 TU2929
 TU2929  HORZ ORDER  -  THIRD
 TU2929
 TU2929.The horizontal coordinates were established by classical geodetic methods
 TU2929.and adjusted by the National Geodetic Survey in December 1998..
 TU2929.The horizontal coordinates are valid at the epoch date displayed above.
 TU2929.The epoch date for horizontal control is a decimal equivalence
 TU2929.of Year/Month/Day.
 TU2929
 TU2929
 TU2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2929
 TU2929.The geoid height was determined by GEOID03.
 TU2929
 TU2929;                    North         East     Units Scale Factor Converg.
 TU2929;SPC HI 2     -    41,121.188   522,918.873   MT  0.99997316   +0 04 40.0
 TU2929;UTM  04      - 2,291,555.326   765,951.326   MT  1.00047421   +0 54 11.8
 TU2929
 TU2929                          SUPERSEDED SURVEY CONTROL
 TU2929
 TU2929  NAD 83(1986)-  20 42 16.65206(N)    156 26 47.94128(W) AD(       ) 4
 TU2929  OLD HI      -  20 42 28.09900(N)    156 26 58.05900(W) AD(       ) 3
 TU2929
 TU2929.Superseded values are not recommended for survey control.
 TU2929.NGS no longer adjusts projects to the OLD HI datum.
 TU2929.See file dsdata.txt to determine how the superseded data were derived.
 TU2929
 TU2929_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6595191555(NAD 83)
 TU2929
 TU2929  HISTORY     - Date     Condition        Report By
 TU2929  HISTORY     - UNK      MONUMENTED
 TU2929  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU2929
 TU2929                          STATION DESCRIPTION
 TU2929
 TU2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU2929'NO DESCRIPTION, SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3230 ***********************************************************************
 TU3230  DESIGNATION -  PAU
 TU3230  PID         -  TU3230
 TU3230  STATE/COUNTY-  HI/MAUI
 TU3230  USGS QUAD   -  
 TU3230
 TU3230                         *CURRENT SURVEY CONTROL
 TU3230  ___________________________________________________________________
 TU3230* NAD 83(1993)-  20 46 49.13641(N)    156 59 09.58835(W)     ADJUSTED  
 TU3230* LOCAL TIDAL -       131.7    (meters)     432.     (feet)  VERT ANG  
 TU3230  ___________________________________________________________________
 TU3230  EPOCH DATE  -        1993.62
 TU3230  LAPLACE CORR-           9.79  (seconds)                    DEFLEC99
 TU3230  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU3230
 TU3230  HORZ ORDER  -  THIRD
 TU3230
 TU3230.The horizontal coordinates were established by classical geodetic methods
 TU3230.and adjusted by the National Geodetic Survey in December 1998..
 TU3230.The horizontal coordinates are valid at the epoch date displayed above.
 TU3230.The epoch date for horizontal control is a decimal equivalence
 TU3230.of Year/Month/Day.
 TU3230
 TU3230.The orthometric height was determined by vertical angle observations.
 TU3230
 TU3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3230
 TU3230.The geoid height was determined by GEOID03.
 TU3230
 TU3230;                    North         East     Units Scale Factor Converg.
 TU3230;SPC HI 2     -    49,517.228   466,751.763   MT  0.99998032   -0 06 47.9
 TU3230;UTM  04      - 2,299,142.540   709,650.230   MT  1.00014321   +0 42 53.3
 TU3230
 TU3230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3230!SPC HI 2     -   0.99997686  x   0.99998032  =   0.99995718
 TU3230!UTM  04      -   0.99997686  x   1.00014321  =   1.00012007
 TU3230
 TU3230|---------------------------------------------------------------------|
 TU3230| PID    Reference Object                     Distance      Geod. Az  |
 TU3230|                                                           dddmmss.s |
 TU3230| CN5995 PAU RM 1                             14.085 METERS 22544     |
 TU3230| TU3237 KAUMALAPAU WHITE LIGHT              APPROX. 0.7 KM 2973553.2 |
 TU3230| TU3234 KAUMALAPAU STANDARD OIL N TK        APPROX. 0.9 KM 3294342.4 |
 TU3230| CN5996 PAU RM 2                              3.113 METERS 35651     |
 TU3230|---------------------------------------------------------------------|
 TU3230
 TU3230                          SUPERSEDED SURVEY CONTROL
 TU3230
 TU3230  NAD 83(1986)-  20 46 49.09317(N)    156 59 09.55106(W) AD(       ) 3
 TU3230  OLD HI      -  20 47 00.49400(N)    156 59 19.65400(W) AD(       ) 3
 TU3230
 TU3230.Superseded values are not recommended for survey control.
 TU3230.NGS no longer adjusts projects to the OLD HI datum.
 TU3230.See file dsdata.txt to determine how the superseded data were derived.
 TU3230
 TU3230_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH0965099143(NAD 83)
 TU3230_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3230_SETTING: 80 = SET IN A BOULDER
 TU3230_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3230
 TU3230  HISTORY     - Date     Condition        Report By
 TU3230  HISTORY     - 1962     MONUMENTED       CGS
 TU3230
 TU3230                          STATION DESCRIPTION
 TU3230
 TU3230'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3230'STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTHWEST OF LANAI
 TU3230'CITY AND 1/2 MILE SOUTHEAST OF THE WHARF AT KAUMALAPAU
 TU3230'HARBOR.  AT ABOUT 450 FEET ELEVATION.  IT IS 0.4 MILE WEST OF A
 TU3230'POWER LINE WHICH RUNS ALONG A GRASSY RIDGE, AND IS ON A ROCKY
 TU3230'POINT AT THE WEST EDGE OF THE GRASSY SLOPES WHICH RUN WEST DOWN
 TU3230'TOWARDS THE COAST FROM THE POWER LINE.
 TU3230'
 TU3230'TO REACH FROM THE JUNCTION OF HIGHWAYS 44 AND 441 AT THE SOUTH
 TU3230'EDGE OF LANAI CITY, GO WEST ON HIGHWAY 44 FOR 3.6 MILES TO PAVED
 TU3230'LEFT FORK.  TAKE LEFT FORK AND GO SOUTHERLY ON WINDING ROAD FOR
 TU3230'1.25 MILES TO DIRT SIDE ROAD RIGHT, AT A HYDRANT.  TURN RIGHT
 TU3230'AND GO 0.4 MILE TO FORK.  TAKE LEFT FORK, THROUGH PINEAPPLE
 TU3230'FIELDS, FOR 0.5 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.1 MILE
 TU3230'TO EDGE OF FIELD.  BEAR LEFT AND FOLLOW ROAD ALONG EDGE OF
 TU3230'FIELD FOR 0.35 MILE TO SIDE ROAD RIGHT, 100 YARDS BEFORE
 TU3230'REACHING THE LANAI VOR INSTALLATION.  TURN RIGHT AND GO 0.1
 TU3230'MILE ACROSS FLAT TOP OF HILL TO FORK.  TAKE RIGHT FORK AND
 TU3230'FOLLOW BULLDOZED ROAD DOWN ALONG POWER LINE FOR 1.25 MILES
 TU3230'TO CROSSROAD.  CONTINUE AHEAD FOR 50 YARDS TO LAST
 TU3230'POWER POLE.  BEAR LEFT AND GO WESTERLY, DOWN-SLOPE FOR 0.4 MILE
 TU3230'TO STATION.
 TU3230'
 TU3230'STATION MARK IS A STANDARD DISK STAMPED PAU 1962, CEMENTED IN A
 TU3230'DRILL HOLE IN A 3-FOOT-DIAMETER, BEDROCK OUTCROP THAT PROJECTS
 TU3230'2 INCHES ABOVE GROUND.  IT IS 7.0 FEET EAST-SOUTHEAST OF A
 TU3230'WHITE WITNESS POST.
 TU3230'
 TU3230'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PAU NO 1
 TU3230'1962, CEMENTED IN A DRILL HOLE IN A 3 X 5-FOOT, RED BOULDER THAT
 TU3230'PROJECTS 2-1/2 FEET ABOVE GROUND.  IT IS ON A SMALL KNOLL THAT
 TU3230'IS SEPARATE FROM STATION HILL, AND IS ABOUT 5 FEET LOWER THAN
 TU3230'THE STATION.
 TU3230'
 TU3230'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PAU NO 2
 TU3230'1962, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE THAT PROJECTS
 TU3230'6 INCHES ABOVE GROUND.  IT IS ON NORTH EDGE OF STATION HILL AND
 TU3230'7.5 FEET NORTH OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2141 ***********************************************************************
 TU2141  DESIGNATION -  PAUKAA POINT LIGHT
 TU2141  PID         -  TU2141
 TU2141  STATE/COUNTY-  HI/HAWAII
 TU2141  USGS QUAD   -  PAPAIKOU (1994)
 TU2141
 TU2141                         *CURRENT SURVEY CONTROL
 TU2141  ___________________________________________________________________
 TU2141* NAD 83(1993)-  19 45 44.02187(N)    155 05 23.03597(W)     ADJUSTED  
 TU2141* LOCAL TIDAL -                                                        
 TU2141  ___________________________________________________________________
 TU2141  EPOCH DATE  -        1993.62
 TU2141  LAPLACE CORR-         -18.78  (seconds)                    DEFLEC99
 TU2141  GEOID HEIGHT-          18.23  (meters)                     GEOID03
 TU2141
 TU2141  HORZ ORDER  -  THIRD
 TU2141
 TU2141.The horizontal coordinates were established by classical geodetic methods
 TU2141.and adjusted by the National Geodetic Survey in December 1998..
 TU2141.The horizontal coordinates are valid at the epoch date displayed above.
 TU2141.The epoch date for horizontal control is a decimal equivalence
 TU2141.of Year/Month/Day.
 TU2141
 TU2141
 TU2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2141
 TU2141.The geoid height was determined by GEOID03.
 TU2141
 TU2141;                    North         East     Units Scale Factor Converg.
 TU2141;SPC HI 1     -   102,873.275   542,996.277   MT  0.99998951   +0 08 19.4
 TU2141;UTM  05      - 2,186,520.382   281,039.036   MT  1.00019263   -0 42 24.7
 TU2141
 TU2141                          SUPERSEDED SURVEY CONTROL
 TU2141
 TU2141  NAD 83(1986)-  19 45 43.99110(N)    155 05 23.05297(W) AD(       ) 4
 TU2141  OLD HI      -  19 45 54.93600(N)    155 05 33.01900(W) AD(       ) 3
 TU2141
 TU2141.Superseded values are not recommended for survey control.
 TU2141.NGS no longer adjusts projects to the OLD HI datum.
 TU2141.See file dsdata.txt to determine how the superseded data were derived.
 TU2141
 TU2141_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8103986520(NAD 83)
 TU2141
 TU2141  HISTORY     - Date     Condition        Report By
 TU2141  HISTORY     - UNK      MONUMENTED
 TU2141  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2141
 TU2141                          STATION DESCRIPTION
 TU2141
 TU2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2141'STATION IS DESTROYED.  THE LIGHT WAS REBUILT IN 1929 IN A SLIGHTLY
 TU2141'DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2158 ***********************************************************************
 TU2158  DESIGNATION -  PAUKAA POINT LIGHT NEW
 TU2158  PID         -  TU2158
 TU2158  STATE/COUNTY-  HI/HAWAII
 TU2158  USGS QUAD   -  PAPAIKOU (1994)
 TU2158
 TU2158                         *CURRENT SURVEY CONTROL
 TU2158  ___________________________________________________________________
 TU2158* NAD 83(1993)-  19 45 43.99286(N)    155 05 23.04076(W)     ADJUSTED  
 TU2158* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU2158  ___________________________________________________________________
 TU2158  EPOCH DATE  -        1993.62
 TU2158  LAPLACE CORR-         -18.78  (seconds)                    DEFLEC99
 TU2158  GEOID HEIGHT-          18.23  (meters)                     GEOID03
 TU2158
 TU2158  HORZ ORDER  -  THIRD
 TU2158
 TU2158.The horizontal coordinates were established by classical geodetic methods
 TU2158.and adjusted by the National Geodetic Survey in December 1998..
 TU2158.The horizontal coordinates are valid at the epoch date displayed above.
 TU2158.The epoch date for horizontal control is a decimal equivalence
 TU2158.of Year/Month/Day.
 TU2158
 TU2158.The orthometric height was scaled from a topographic map.
 TU2158
 TU2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2158
 TU2158.The geoid height was determined by GEOID03.
 TU2158
 TU2158;                    North         East     Units Scale Factor Converg.
 TU2158;SPC HI 1     -   102,872.382   542,996.139   MT  0.99998951   +0 08 19.4
 TU2158;UTM  05      - 2,186,519.491   281,038.885   MT  1.00019263   -0 42 24.7
 TU2158
 TU2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2158!SPC HI 1     -   0.99999635  x   0.99998951  =   0.99998586
 TU2158!UTM  05      -   0.99999635  x   1.00019263  =   1.00018898
 TU2158
 TU2158                          SUPERSEDED SURVEY CONTROL
 TU2158
 TU2158  NAD 83(1986)-  19 45 43.96291(N)    155 05 23.05879(W) AD(       ) 4
 TU2158  OLD HI      -  19 45 54.90972(N)    155 05 33.02322(W) AD(       ) 3
 TU2158
 TU2158.Superseded values are not recommended for survey control.
 TU2158.NGS no longer adjusts projects to the OLD HI datum.
 TU2158.See file dsdata.txt to determine how the superseded data were derived.
 TU2158
 TU2158_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8103986519(NAD 83)
 TU2158_MARKER: 14 = NAVIGATION LIGHT
 TU2158
 TU2158  HISTORY     - Date     Condition        Report By
 TU2158  HISTORY     - 1975     FIRST OBSERVED   NGS
 TU2158
 TU2158                          STATION DESCRIPTION
 TU2158
 TU2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2158'LOCATED ABOUT 2-1/2 MILES NORTH OF THE CITY OF HILO, AT THE
 TU2158'COMMUNITY OF PAUKAA, ON THE WEST SHORE OF HILO BAY, ABOUT 150
 TU2158'YARDS SOUTHWEST OF PAUKAA POINT, ON THE COASTAL BLUFF AND ABOUT 145
 TU2158'FEET ABOVE SEA LEVEL.
 TU2158'
 TU2158'THE STATION IS THE CENTER OF THE DOUBLE, GREEN NAVIGATION LIGHTS
 TU2158'(SUPERIMPOSED), ON THE TOP OF THE CENTER OF A SQUARE, WHITE
 TU2158'CONCRETE, PYRAMIDAL TOWER.  DESIGNATED AS NO. 3672 IN THE
 TU2158'PUBLICATION LIGHT LIST VOLUME III, PACIFIC COAST AND PACIFIC
 TU2158'ISLANDS, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1501 ***********************************************************************
 TU1501  DESIGNATION -  PAUMALU USE
 TU1501  PID         -  TU1501
 TU1501  STATE/COUNTY-  HI/HONOLULU
 TU1501  USGS QUAD   -  WAIMEA (1983)
 TU1501
 TU1501                         *CURRENT SURVEY CONTROL
 TU1501  ___________________________________________________________________
 TU1501* NAD 83(1993)-  21 38 50.91695(N)    158 01 49.38270(W)     ADJUSTED  
 TU1501* LOCAL TIDAL -       300.     (meters)     984.     (feet)  SCALED    
 TU1501  ___________________________________________________________________
 TU1501  EPOCH DATE  -        1993.62
 TU1501  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 TU1501  GEOID HEIGHT-          14.07  (meters)                     GEOID03
 TU1501
 TU1501  HORZ ORDER  -  THIRD
 TU1501
 TU1501.The horizontal coordinates were established by classical geodetic methods
 TU1501.and adjusted by the National Geodetic Survey in December 1998..
 TU1501.The horizontal coordinates are valid at the epoch date displayed above.
 TU1501.The epoch date for horizontal control is a decimal equivalence
 TU1501.of Year/Month/Day.
 TU1501
 TU1501.The orthometric height was scaled from a topographic map.
 TU1501
 TU1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1501
 TU1501.The geoid height was determined by GEOID03.
 TU1501
 TU1501;                    North         East     Units Scale Factor Converg.
 TU1501;SPC HI 3     -    53,236.224   496,854.810   MT  0.99999012   -0 00 40.4
 TU1501;UTM  04      - 2,394,121.632   600,333.555   MT  0.99972439   +0 21 27.8
 TU1501
 TU1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1501!SPC HI 3     -   0.99995064  x   0.99999012  =   0.99994076
 TU1501!UTM  04      -   0.99995064  x   0.99972439  =   0.99967504
 TU1501
 TU1501:                Primary Azimuth Mark                     Grid Az
 TU1501:SPC HI 3     -  MAILI RESET                              205 05 30.5
 TU1501:UTM  04      -  MAILI RESET                              204 43 22.3
 TU1501
 TU1501|---------------------------------------------------------------------|
 TU1501| PID    Reference Object                     Distance      Geod. Az  |
 TU1501|                                                           dddmmss.s |
 TU1501| TU1520 MAILI RESET                         APPROX.15.4 KM 2050450.1 |
 TU1501|---------------------------------------------------------------------|
 TU1501
 TU1501                          SUPERSEDED SURVEY CONTROL
 TU1501
 TU1501  NAD 83(1986)-  21 38 50.86751(N)    158 01 49.39384(W) AD(       ) 3
 TU1501  OLD HI      -  21 39 02.38800(N)    158 01 59.27500(W) AD(       ) 3
 TU1501
 TU1501.Superseded values are not recommended for survey control.
 TU1501.NGS no longer adjusts projects to the OLD HI datum.
 TU1501.See file dsdata.txt to determine how the superseded data were derived.
 TU1501
 TU1501_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0033494122(NAD 83)
 TU1501
 TU1501  HISTORY     - Date     Condition        Report By
 TU1501  HISTORY     - UNK      MONUMENTED
 TU1501  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1501
 TU1501                          STATION DESCRIPTION
 TU1501
 TU1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1501'STATION WAS SEARCHED FOR BUT NOT FOUND.  THIS POINT IS JUST
 TU1501'OUTSIDE THE NORTHWEST BOUNDARY OF THE PUPUKEA-PAUMALU FOREST
 TU1501'RESERVE AND IS COVERED WITH A DENSE GROWTH OF BRUSH AND LARGE
 TU1501'EUCALYPTUS TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1222 ***********************************************************************
 TU1222  DESIGNATION -  PAUOA RESET
 TU1222  PID         -  TU1222
 TU1222  STATE/COUNTY-  HI/HONOLULU
 TU1222  USGS QUAD   -  HONOLULU (1983)
 TU1222
 TU1222                         *CURRENT SURVEY CONTROL
 TU1222  ___________________________________________________________________
 TU1222* NAD 83(1993)-  21 20 03.91069(N)    157 49 45.01216(W)     ADJUSTED  
 TU1222* LOCAL TIDAL -       365.4    (meters)    1199.     (feet)  VERT ANG  
 TU1222  ___________________________________________________________________
 TU1222  EPOCH DATE  -        1993.62
 TU1222  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 TU1222  GEOID HEIGHT-          15.98  (meters)                     GEOID03
 TU1222
 TU1222  HORZ ORDER  -  FIRST
 TU1222
 TU1222.The horizontal coordinates were established by classical geodetic methods
 TU1222.and adjusted by the National Geodetic Survey in December 1998..
 TU1222.The horizontal coordinates are valid at the epoch date displayed above.
 TU1222.The epoch date for horizontal control is a decimal equivalence
 TU1222.of Year/Month/Day.
 TU1222
 TU1222.The orthometric height was determined by vertical angle observations.
 TU1222
 TU1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1222
 TU1222.The geoid height was determined by GEOID03.
 TU1222
 TU1222;                    North         East     Units Scale Factor Converg.
 TU1222;SPC HI 3     -    18,583.085   517,721.238   MT  0.99999388   +0 03 43.7
 TU1222;UTM  04      - 2,359,610.878   621,416.120   MT  0.99978217   +0 25 33.6
 TU1222
 TU1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1222!SPC HI 3     -   0.99994006  x   0.99999388  =   0.99993394
 TU1222!UTM  04      -   0.99994006  x   0.99978217  =   0.99972224
 TU1222
 TU1222|---------------------------------------------------------------------|
 TU1222| PID    Reference Object                     Distance      Geod. Az  |
 TU1222|                                                           dddmmss.s |
 TU1222| CJ8926 PAUOA RM 2                            4.054 METERS 17446     |
 TU1222| TU1255 HONOLULU MCKINLEY HSCH ADM CUP      APPROX. 4.4 KM 2064248.2 |
 TU1222| TU1310 HONOLULU ALOHA TOWER                APPROX. 4.9 KM 2313512.8 |
 TU1222| CJ8925 PAUOA RM 1                            2.624 METERS 35350     |
 TU1222|---------------------------------------------------------------------|
 TU1222
 TU1222                          SUPERSEDED SURVEY CONTROL
 TU1222
 TU1222  NAD 83(1986)-  21 20 03.86087(N)    157 49 45.02109(W) AD(       ) 1
 TU1222  OLD HI      -  21 20 15.26050(N)    157 49 54.89706(W) AD(       ) 1
 TU1222
 TU1222.Superseded values are not recommended for survey control.
 TU1222.NGS no longer adjusts projects to the OLD HI datum.
 TU1222.See file dsdata.txt to determine how the superseded data were derived.
 TU1222
 TU1222_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2141659611(NAD 83)
 TU1222
 TU1222  HISTORY     - Date     Condition        Report By
 TU1222  HISTORY     - 1969     MONUMENTED       CGS
 TU1222  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1222  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1222  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1222  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1222  HISTORY     - 19990523 MARK NOT FOUND   USPSQD
 TU1222
 TU1222                          STATION DESCRIPTION
 TU1222
 TU1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1222'OLD MARK CONSISTING OF A 6-INCH CONCRETE POST WITH CROSS ON TOP
 TU1222'WAS RECOVERED, BUT FOUND TO BE LOOSE IN THE GROUND.  IT WAS
 TU1222'REPLACED BY A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN
 TU1222'CONCRETE IN A 5-INCH CAST IRON PIPE WHICH WAS IMBEDDED IN THE
 TU1222'GROUND.  A CONCRETE SHOULDER WAS PLACED AROUND THE SURFACE.
 TU1222'
 TU1222'AZIMUTH PAUOA - MC KINLEY HIGH SCHOOL, CENTRAL TOWER 26 DEG
 TU1222'42 MIN 41 SEC.
 TU1222
 TU1222                          STATION RECOVERY (1956)
 TU1222
 TU1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1222'STATION IS OAHU ISLAND, NORTH OF HONOLULU, ON THE RIDGE BEHIND
 TU1222'PACIFIC HEIGHTS.  TO REACH STATION GO TO THE END OF PACIFIC
 TU1222'HEIGHTS ROAD, THEN CONTINUE ALONG THE RIDGE FOR APPROXIMATELY
 TU1222'1/2 MILE.  IT IS A TYPE C MARK AND IS AT THE CREST OF THE RIDGE.
 TU1222
 TU1222                          STATION RECOVERY (1963)
 TU1222
 TU1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1222'A TYPE C, HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED IN
 TU1222'GOOD CONDITION.  STATION WAS PREVIOUSLY DESCRIBED AS BEING
 TU1222'MARKED BY A HAWAIIAN TERRITORIAL SURVEY BRONZE DISK SET IN A
 TU1222'5-INCH, CAST-IRON PIPE, BUT THIS COULD NOT BE CHECKED BECAUSE
 TU1222'OF THE SIGNAL.  THE STATION IS INCORRECTLY SPELLED PAOUA ON THE
 TU1222'G.P. LIST.  TWO NEW REFERENCE MARKS, NUMBERS ONE AND TWO, WERE
 TU1222'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1222'
 TU1222'STATION IS LOCATED ABOUT 2-3/4 MILES AIRLINE NORTHEAST OF THE
 TU1222'FEDERAL BUILDING IN HONOLULU AND 1/2 MILE NORTHEAST OF THE END
 TU1222'OF PACIFIC HEIGHTS ROAD, ON A SHARP-TOPPED KNOLL OF ABOUT 1194
 TU1222'FEET ELEVATION ON THE RIDGE ALONG THE SOUTHEAST SIDE OF THE PALI
 TU1222'HIGHWAY.
 TU1222'
 TU1222'TO REACH STATION FROM THE INTERSECTION OF BERETANIA STREET AND THE
 TU1222'PALI HIGHWAY IN HONOLULU, GO NORTHEAST ON THE PALI HIGHWAY FOR
 TU1222'0.8 MILE.  ANGLE RIGHT, ONTO PACIFIC HEIGHTS ROAD, AND GO 0.15
 TU1222'MILE TO TRAFFIC LIGHT AT PAUOA ROAD.  CONTINUE AHEAD, WINDING
 TU1222'UPHILL, FOR 2.75 MILE TO END OF ROAD AT ADDRESS 3300 PACIFIC
 TU1222'HEIGHTS ROAD, THE HOME OF MR. J. NEVILLE, AND END OF TRUCK
 TU1222'TRAVEL.  WALK NORTHEAST UP STEEP, PAVED DRIVE FOR ABOUT 125
 TU1222'YARDS TO WATER RESERVOIR.  GET ONTO TRACK ROAD UP BEHIND
 TU1222'RESERVOIR AND PACK NORTHEAST ABOUT 1/4 MILE TO END OF ROAD
 TU1222'AT BUILDING.  CONTINUE, ON TRAIL ALONG RIDGE FOR ABOUT 0.4
 TU1222'MILE, FOLLOWING RADIO ANTENNA PART OF THE WAY, TO STATION ON
 TU1222'SECOND PROMINENT KNOLL BEYOND LAST ANTENNA POLE.
 TU1222'
 TU1222'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE THAT PROJECTS 2 FEET
 TU1222'FROM THE CENTER OF A 5-FOOT-SQUARE, CONCRETE PLATFORM FLUSH WITH
 TU1222'THE GROUND.  A RED AND WHITE, METAL TARGET EXTENDS 10 FEET ABOVE
 TU1222'PLATFORM.
 TU1222'
 TU1222'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PAUOA NO 1
 TU1222'1927 1963, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT
 TU1222'PROJECTS HORIZONTALLY TO THE NORTH FROM THE SHEER NORTH EDGE OF
 TU1222'THE RIDGE AND IS ABOUT FLUSH WITH TOP OF KNOLL, AND IS 1 FOOT
 TU1222'LOWER THAN PLATFORM.
 TU1222'
 TU1222'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PAUOA NO 2
 TU1222'1927 1963, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS
 TU1222'SET IN CEMENT AND PROJECTS 9 INCHES ABOVE GROUND.  IT IS SET ON THE
 TU1222'BRUSHY, FLAT TOP OF THE KNOLL AT ABOUT SAME ELEVATION AS THE
 TU1222'PLATFORM.
 TU1222
 TU1222                          STATION RECOVERY (1969)
 TU1222
 TU1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1222'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 TU1222'IN GOOD CONDITION.  A NEW STATION MARK WAS SET IN TOP OF PIPE
 TU1222'THAT SUPPORTED SIGNAL.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 TU1222'
 TU1222'STATION IS LOCATED ABOUT 2-3/4 MILES NORTHEAST OF THE FEDERAL
 TU1222'BUILDINGS IN HONOLULU AND 1/2 MILE NORTHEAST OF THE END OF
 TU1222'PACIFIC HEIGHTS ROAD, ON A SHARP-TOPPED KNOLL, ON RIDGE ALONG
 TU1222'SOUTHEAST SIDE OF PALI HIGHWAY.
 TU1222'
 TU1222'TO REACH THE STATION FROM THE INTERSECTION OF BERETANIA STREET
 TU1222'AND THE PALI HIGHWAY IN HONOLULU, GO NORTHERLY ON PALI HIGHWAY
 TU1222'FOR 0.75 MILE TO THE PACIFIC HEIGHTS ROAD ON THE RIGHT, BEAR
 TU1222'RIGHT ON PACIFIC HEIGHTS ROAD FOR 0.2 MILE TO A SIGNAL LIGHT AT
 TU1222'THE CROSSING OF PAUOA ROAD.  CONTINUE AHEAD NORTHERLY UPHILL
 TU1222'ON PACIFIC HEIGHTS ROAD FOR 2.25 MILES TO THE END OF STREET AND
 TU1222'A THREE WAY FORK AT 3300 PACIFIC HEIGHTS ROAD, BEAR RIGHT ON OLD
 TU1222'BLADED ROAD WITH A SMALL CABLE AND SIGN HAIWIIAN HILLS
 TU1222'NEVILLE, PASS THROUGH CABLE AND FOLLOW OLD ROAD FOR 0.1 MILE
 TU1222'TO A REVERSE FORK, CONTINUE UPHILL FOR 0.15 MILE TO A
 TU1222'CONCRETE BLOCK BUILDING AND THE END OF TRUCK TRAVEL.  FROM
 TU1222'HERE PACK UP STEEP RIDGE FOR APPROXIMATELY 25 MINUTES TO
 TU1222'STATION.
 TU1222'
 TU1222'STATION MARK IS A STANDARD DISK STAMPED PAUOA 1927 1969,
 TU1222'CEMENTED IN THE MIDDLE OF A 2-1/2 INCH PIPE WHICH PROJECTS 2
 TU1222'INCHES ABOVE A 5 FOOT CONCRETE PLATFORM, THIS PIPE IS IN THE
 TU1222'APPROXIMATE CENTER OF A 5 FOOT-SQUARE PLATFORM.
 TU1222'
 TU1222'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PAUOA NO 1 1927
 TU1222'1963, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP THAT PROJECTS
 TU1222'HORIZONTALLY TO THE NORTH FROM THE SHEER NORTH EDGE OF THE RIDGE
 TU1222'AND IS ABOUT FLUSH WITH THE TOP OF THE KNOLL, AND IS ABOUT 1 FOOT
 TU1222'LOWER THAN THE PLATFORM.
 TU1222'
 TU1222'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PAUOA NO 2 1927
 TU1222'1963, BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT IS SET
 TU1222'IN CEMENT AND PROJECTS 9 INCHES ABOVE THE GROUND, AND ABOUT THE
 TU1222'SAME ELEVATION AS THE STATION.
 TU1222'
 TU1222'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO ROUGH TERRAIN.
 TU1222'
 TU1222'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1222'
 TU1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1222'2-3/4 MILES NORTHEAST OF FEDERAL BUILDINGS IN HONOLULU.
 TU1222
 TU1222                          STATION RECOVERY (1999)
 TU1222
 TU1222'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3107 ***********************************************************************
 TU3107  DESIGNATION -  PAUPAU 1879
 TU3107  PID         -  TU3107
 TU3107  STATE/COUNTY-  HI/MAUI
 TU3107  USGS QUAD   -  LAHAINA (1992)
 TU3107
 TU3107                         *CURRENT SURVEY CONTROL
 TU3107  ___________________________________________________________________
 TU3107* NAD 83(1993)-  20 53 16.57654(N)    156 38 22.80468(W)     ADJUSTED  
 TU3107* LOCAL TIDAL -       687.2    (meters)    2255.     (feet)  VERT ANG  
 TU3107  ___________________________________________________________________
 TU3107  EPOCH DATE  -        1993.62
 TU3107  LAPLACE CORR-           5.44  (seconds)                    DEFLEC99
 TU3107  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU3107
 TU3107  HORZ ORDER  -  FIRST
 TU3107
 TU3107.The horizontal coordinates were established by classical geodetic methods
 TU3107.and adjusted by the National Geodetic Survey in December 1998..
 TU3107.The horizontal coordinates are valid at the epoch date displayed above.
 TU3107.The epoch date for horizontal control is a decimal equivalence
 TU3107.of Year/Month/Day.
 TU3107
 TU3107.The orthometric height was determined by vertical angle observations.
 TU3107
 TU3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3107
 TU3107.The geoid height was determined by GEOID03.
 TU3107
 TU3107;                    North         East     Units Scale Factor Converg.
 TU3107;SPC HI 2     -    61,399.580   502,809.062   MT  0.99996676   +0 00 34.7
 TU3107;UTM  04      - 2,311,549.458   745,541.284   MT  1.00034514   +0 50 31.1
 TU3107
 TU3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3107!SPC HI 2     -   0.99988941  x   0.99996676  =   0.99985617
 TU3107!UTM  04      -   0.99988941  x   1.00034514  =   1.00023451
 TU3107
 TU3107:                Primary Azimuth Mark                     Grid Az
 TU3107:SPC HI 2     -  LAINA                                    286 52 23.8
 TU3107:UTM  04      -  LAINA                                    286 02 27.4
 TU3107
 TU3107|---------------------------------------------------------------------|
 TU3107| PID    Reference Object                     Distance      Geod. Az  |
 TU3107|                                                           dddmmss.s |
 TU3107| TU3110 LAINA                               APPROX. 3.1 KM 2865258.5 |
 TU3107|---------------------------------------------------------------------|
 TU3107
 TU3107                          SUPERSEDED SURVEY CONTROL
 TU3107
 TU3107  NAD 83(1986)-  20 53 16.53580(N)    156 38 22.77988(W) AD(       ) 1
 TU3107  OLD HI      -  20 53 28.08100(N)    156 38 32.95200(W) AD(       ) 1
 TU3107
 TU3107.Superseded values are not recommended for survey control.
 TU3107.NGS no longer adjusts projects to the OLD HI datum.
 TU3107.See file dsdata.txt to determine how the superseded data were derived.
 TU3107
 TU3107_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4554111549(NAD 83)
 TU3107
 TU3107  HISTORY     - Date     Condition        Report By
 TU3107  HISTORY     - 1879     MONUMENTED       CGS
 TU3107  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU3107  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3107  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3107  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3107  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3107  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3107
 TU3107                          STATION DESCRIPTION
 TU3107
 TU3107'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3107'NEAR THE WESTERN COAST OF WEST MAUI, IN LAHAINA DISTRICT, ON A
 TU3107'CONSPICUOUS HILL OF THE SAME NAME ABOUT 1 MILE EAST OF
 TU3107'LAHAINALUNA.  STATION IS ON WESTERN SUMMIT NEAR GRAVE OF
 TU3107'D. MALO.  MARKED BY A 4-INCH IRON PIPE PROJECTING 4 FEET ABOVE
 TU3107'THE GROUND AND SURMOUNTED BY AN IRON PLATE BEAING THE LETTERS
 TU3107'T.H.F.R.  (TERRITORY OF HAWAII FOREST RESERVE).  A TRIPOD SIGNAL
 TU3107'STANDS ABOUT 15 METERS SOUTH OF THE STATION, AND SHOULD NOT BE
 TU3107'CONFUSED WITH THE STATION.  THERE IS NO MARK UNDER THE TRIPOD,
 TU3107'BUT THE TRIPOD MAY LAST A NUMBER OF YEARS.
 TU3107
 TU3107                          STATION RECOVERY (1929)
 TU3107
 TU3107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU3107'ORIGINAL DESCRIPTION BY W.D. ALEXANDER GOOD.
 TU3107'
 TU3107'ORIGINAL MARK REPLACED BY HAWAII FOREST RESERVE MONUMENT - BEING
 TU3107'A 2-1/2 IN PIPE BEARING THE LEGEND H.F. T.H.  THIS MARK WAS
 TU3107'FOUND TO BE IN GOOD CONDITION.
 TU3107'
 TU3107'NEW MARK--STANDARD BRONZE TABLET SET IN CONCRETE PIER, 3 INCHES
 TU3107'ABOVE GROUND.  OVER THIS MARK WAS BUILT A TYPE A HAWAII TERRITORY
 TU3107'SURVEY TRIANGULATION STATION MONUMENT.
 TU3107'
 TU3107'NOTE--HAWAII FOREST RESERVE MONUMENT PIPE WAS CEMENTED IN THE
 TU3107'WALL OF NEW MONUMENT WITH THE LEGEND H.F. T.H.  SET WITHIN A FEW
 TU3107'INCHES OF THE STANDARD BRONZE TABLET, WHICH IS BOTH THE NEW
 TU3107'STATION MARK, AND THE NEW FOREST RESERVE MARK.
 TU3107
 TU3107                          STATION RECOVERY (1931)
 TU3107
 TU3107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3107'STATION WAS NOT VISITED, BUT SIGNAL WAS PLAINLY VISIBLE.  TERR.
 TU3107'GOVT. HAS EVIDENTLY BUILT CONCRETE OBSERVING PLATFORM AND SIGNAL
 TU3107'OVER STATION MARK.
 TU3107
 TU3107                          STATION RECOVERY (1950)
 TU3107
 TU3107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3107'STATION WAS RECOVERED IN GOOD CONDITION.
 TU3107'
 TU3107'A NEW DESCRIPTION FOLLOWS.--
 TU3107'
 TU3107'THE STATION IS LOCATED ON THE MOST WESTERLY SUMMIT OF PAUPAU
 TU3107'WHICH LIES ABOUT 3 MILES EAST SOUTHEAST OF LAHAINA.  THE STATION
 TU3107'HILL IS MARKED ON ITS WESTERLY SIDE BY A LARGE L WHICH HAS BEEN
 TU3107'CUT INTO THE BRUSH.  HIGHER GROUND LIES TO THE EAST OF THE
 TU3107'STATION.
 TU3107'
 TU3107'TO REACH FROM THE COURTHOUSE IN THE CITY OF LAHAINA.  GO WESTERLY
 TU3107'FOR ONE BLOCK TO THE SHELL OIL COMPANY SERVICE STATION.  TURN
 TU3107'RIGHT AND GO NORTHEAST FOR 0.3 MILE.  CROSS OVER THE RAILROAD
 TU3107'TRACKS, TURN RIGHT, PASS BETWEEN TWO LONE COCONUT TREES AND FOLLOW
 TU3107'THE MAIN TRAVELED ROAD NORTHEASTERLY, UP A STEEP GRADE FOR 2.5
 TU3107'MILES TO THE END OF THE ROAD AND THE END OF TRUCK TRAVEL.  FROM
 TU3107'THIS POINT, CROSS OVER THE IRRIGATION DITCH AND FOLLOW THE WELL
 TU3107'WORN TRAIL, NORTHERLY FOR ABOUT 0.6 MILE TO THE END OF THE
 TU3107'TRAIL AND THE STATION.
 TU3107'
 TU3107'THE STATION IS A STANDARD TERRITORY SURVEY BRONZE DISK,
 TU3107'UNSTAMPED, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 TU3107'FLUSH WITH THE SURFACE OF THE GROUND.  A STONE AND CONCRETE
 TU3107'PLATFORM 6 FEET SQUARE AND 5 FEET HIGH HAS BEEN BUILT OVER
 TU3107'THIS STATION.
 TU3107
 TU3107                          STATION RECOVERY (1961)
 TU3107
 TU3107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3107'THE STATION AND THE OBSERVING PLATFORM WERE RECOVERED IN GOOD
 TU3107'CONDITION AS DESCRIBED BY C.T.H. IN 1950 EXCEPT THAT THE
 TU3107'RAILROAD MENTIONED HAS BEEN DISMANTLED AND THE GRADE PAVED INTO
 TU3107'A PRIVATE ROAD OF THE PIONEER SUGAR MILL CO. AT LAHAINA.  THE L
 TU3107'ON THE HILL IS PLAINLY VISIBLE.  NO HYDROGRAPHIC TRIPOD WAS FOUND
 TU3107'BUT AN OLD HAWAIIAN GRAVE IS LOCATED ABOUT 50 FEET EAST OF THE
 TU3107'STATION.
 TU3107
 TU3107                          STATION RECOVERY (1969)
 TU3107
 TU3107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3107'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 2-3/4
 TU3107'MILES EAST-NORTHEAST OF LAHAINA, ON THE WEST, AND LOWER, ROUNDED
 TU3107'HILL OF PAUPAU HILL, AT ABOUT 2261 FEET ELEVATION, NEAR THE GRAVE
 TU3107'OF DAVID MALO.
 TU3107'
 TU3107'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST
 TU3107'ON PAPALAUA ST. FOR 0.2 MILE.  TURN RIGHT AND GO 0.3 MILE TO
 TU3107'CROSSROAD.  TURN LEFT, ON DICKENSON ST., AND FOLLOW MAIN CANE
 TU3107'ROAD UPGRADE FOR 2.8 MILES TO CORNER OF CANE FIELD AT
 TU3107'STOCK-LOADING CHUTE.  PACK NORTHERLY, FOLLOWING OLD TRAIL, FOR
 TU3107'ABOUT 1/2-MILE TO STATION.
 TU3107'
 TU3107'STATION MARK IS AN HTS DISK, UNSTAMPED, SET IN THE TOP OF A
 TU3107'12-INCH SQUARE, CONCRETE MONUMENT FLUSH WITH GROUND.  A TYPE-A
 TU3107'SIGNAL IS CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE CONCRETE
 TU3107'PLATFORM 4 FEET ABOVE GROUND.  A METAL TARGET EXTENDS ABOUT 7
 TU3107'FEET ABOVE PLATFORM.
 TU3107'
 TU3107'STATION IS 30 FEET EAST OF THE DAVID MALO MEMORIAL AND GRAVE,
 TU3107'AND 33 FEET NORTHEAST OF A LARGE, GREEN, METAL BOX ON A PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2790 ***********************************************************************
 TU2790  DESIGNATION -  PAUWALU 1877
 TU2790  PID         -  TU2790
 TU2790  STATE/COUNTY-  HI/MAUI
 TU2790  USGS QUAD   -  KEANAE (1983)
 TU2790
 TU2790                         *CURRENT SURVEY CONTROL
 TU2790  ___________________________________________________________________
 TU2790* NAD 83(1993)-  20 51 31.76449(N)    156 07 53.76906(W)     ADJUSTED  
 TU2790* LOCAL TIDAL -        32.7    (meters)     107.     (feet)  VERT ANG  
 TU2790  ___________________________________________________________________
 TU2790  EPOCH DATE  -        1993.62
 TU2790  LAPLACE CORR-         -10.71  (seconds)                    DEFLEC99
 TU2790  GEOID HEIGHT-          14.57  (meters)                     GEOID03
 TU2790
 TU2790  HORZ ORDER  -  FIRST
 TU2790
 TU2790.The horizontal coordinates were established by classical geodetic methods
 TU2790.and adjusted by the National Geodetic Survey in December 1998..
 TU2790.The horizontal coordinates are valid at the epoch date displayed above.
 TU2790.The epoch date for horizontal control is a decimal equivalence
 TU2790.of Year/Month/Day.
 TU2790
 TU2790.The orthometric height was determined by vertical angle observations.
 TU2790
 TU2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2790
 TU2790.The geoid height was determined by GEOID03.
 TU2790
 TU2790;                    North         East     Units Scale Factor Converg.
 TU2790;SPC HI 2     -    58,268.611   555,681.729   MT  1.00000497   +0 11 25.9
 TU2790;UTM  04      - 2,309,185.257   798,482.267   MT  1.00070117   +1 01 19.6
 TU2790
 TU2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2790!SPC HI 2     -   0.99999257  x   1.00000497  =   0.99999754
 TU2790!UTM  04      -   0.99999257  x   1.00070117  =   1.00069374
 TU2790
 TU2790:                Primary Azimuth Mark                     Grid Az
 TU2790:SPC HI 2     -  PUU KUKAI 1877                           297 26 51.3
 TU2790:UTM  04      -  PUU KUKAI 1877                           296 36 57.6
 TU2790
 TU2790|---------------------------------------------------------------------|
 TU2790| PID    Reference Object                     Distance      Geod. Az  |
 TU2790|                                                           dddmmss.s |
 TU2790| TU2798 PUU KUKAI 1877                      APPROX. 8.5 KM 2973817.2 |
 TU2790|---------------------------------------------------------------------|
 TU2790
 TU2790                          SUPERSEDED SURVEY CONTROL
 TU2790
 TU2790  NAD 83(1986)-  20 51 31.72763(N)    156 07 53.77710(W) AD(       ) 1
 TU2790  OLD HI      -  20 51 43.28600(N)    156 08 03.88000(W) AD(       ) 1
 TU2790
 TU2790.Superseded values are not recommended for survey control.
 TU2790.NGS no longer adjusts projects to the OLD HI datum.
 TU2790.See file dsdata.txt to determine how the superseded data were derived.
 TU2790
 TU2790_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ9848209185(NAD 83)
 TU2790
 TU2790  HISTORY     - Date     Condition        Report By
 TU2790  HISTORY     - 1877     MONUMENTED       COASUR
 TU2790  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2790  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2790  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2790  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2790  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2790
 TU2790                          STATION DESCRIPTION
 TU2790
 TU2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU2790'ON NORTHEAST COAST OF MAUI, IN KOOLAU DISTRICT, 1 METER
 TU2790'SOUTH-SOUTHWEST FROM THE BASE OF THE PAUWALU POINT LIGHT.  THE
 TU2790'LIGHT BEARS N. 38 DEG E., 1.61 METERS (5.3 FEET).  MARKED (IN 1912)
 TU2790'BY CONCRETE POST WITH CROSS IN TOP, SUNK NEARLY FLUSH WITH
 TU2790'SURFACE OF GROUND.
 TU2790
 TU2790                          STATION RECOVERY (1929)
 TU2790
 TU2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2790'ORIGINAL DESCRIPTION AND MARK GOOD.
 TU2790'
 TU2790'NEW MARK--STANDARD BRONZE TABLET SET IN CONCRETE PIER.  OVER
 TU2790'WHICH WAS BUILT A TYPE A HAWAII TERRITORY SURVEY TRIANGULATION
 TU2790'STATION MONUMENT.
 TU2790
 TU2790                          STATION RECOVERY (1950)
 TU2790
 TU2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2790'THE 1912 MARK, CONSISTING OF A CONCRETE POST WITH A CROSS IN
 TU2790'TOP WAS NOT RECOVERED.  AT THE TIME OF THIS 1950 SURVEY, A
 TU2790'TERRITORY SURVEY BRONZE DISK, UNSTAMPED, WAS FOUND SET INTO THE
 TU2790'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2790'SOIL.  OVER THIS DISK IS A 5 BY 5 FOOT CONCRETE PLATFORM WHICH
 TU2790'PROJECTS 3 FEET.  INSCRIBED ON THE UPPER SURFACE OF THIS
 TU2790'PLATFORM IS THE WORD PAWALA.  A NEW DESCRIPTION FOLLOWS--
 TU2790'
 TU2790'THE STATION IS LOCATED ON THE MOST NORTHERLY PROMONTORY
 TU2790'OF PAUWALU POINT, JUST INSHORE FROM A PROMINENT ISLAND AND
 TU2790'75 FEET BACK FROM THE EDGE OF THE SEA BLUFF.
 TU2790'
 TU2790'THE STATION IS THE TOP AND CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2790'PROJECTS ABOUT 4 INCHES FROM THE TOP OF A SQUARE CONCRETE PLATFORM
 TU2790'WHICH IS 5 FEET ON EACH SIDE AND 3 FEET IN HEIGHT.  (DUE TO
 TU2790'THE RUSTED CONDITION OF THE PIPE IT WAS IMPOSSIBLE TO PLUMB
 TU2790'TO THE LOWER DISK.)
 TU2790'
 TU2790'NO REFERENCE MARKS WERE SET AT THIS STATION.
 TU2790
 TU2790                          STATION RECOVERY (1961)
 TU2790
 TU2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2790'THE STATION WAS NOT VISITED BUT THE TYPE A, HAWAIIAN TERRITORY
 TU2790'SURVEY MONUMENT IS CLEARLY VISIBLE FROM KEANAE PENINSULA.
 TU2790'
 TU2790'THE 1950 RECOVERY NOTE APPEARS TO BE ADEQUATE.
 TU2790
 TU2790                          STATION RECOVERY (1968)
 TU2790
 TU2790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2790'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 12 MILES
 TU2790'NORTHWEST OF HANA AND 3/4 MILE NORTHEAST OF THE KEANAE SCHOOL,
 TU2790'ON PAUWALU POINT JUST ACROSS SMALL COVE FROM THE NATURAL ARCH,
 TU2790'AND AT ABOUT 107 FEET ELEVATION, ON AN OPEN, GRASSY BLUFF.
 TU2790'
 TU2790'TO REACH STATION FROM THE MAIN INTERSECTION IN PAIA, GO EAST ON
 TU2790'STATE HIGHWAY 36 FOR 28.1 MILES TO THE KEANAE SCHOOL.  CONTINUE
 TU2790'FOR 0.2 MILE TO POWER POLE NO. 55.  TURN LEFT INTO YARD, PASS TO
 TU2790'RIGHT OF GARAGE, AND GO 0.15 MILE, PASS THROUGH GATE, TURN LEFT
 TU2790'AND GO 0.05 MILE TO FORK.  TAKE LEFT FORK AND FOLLOW WINDING
 TU2790'ROAD THROUGH FOREST FOR 0.6 MILE TO SEA BLUFF.  PACK NORTHWEST
 TU2790'DOWN ACROSS BEACH AND UP OTHER SIDE TO STATION.  A 5-MIN. PACK.
 TU2790'
 TU2790'STATION MARK IS AN UNSTAMPED HTS DISK, SET IN THE TOP OF A
 TU2790'12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH GROUND.  A TYPE A
 TU2790'SIGNAL IS CENTERED OVER THE MARK, WITH THE 6-FOOT-SQUARE, CONCRETE
 TU2790'PLATFORM 3 FEET ABOVE GROUND.  THE WORDS PAWALA STA ARE INSCRIBED
 TU2790'IN THE CONCRETE PLATFORM.  STATION IS 23 YARDS SOUTH OF END OF
 TU2790'BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2953 ***********************************************************************
 TU2953  DESIGNATION -  PAUWELA POINT LIGHTHOUSE
 TU2953  PID         -  TU2953
 TU2953  STATE/COUNTY-  HI/MAUI
 TU2953  USGS QUAD   -  HAIKU (1992)
 TU2953
 TU2953                         *CURRENT SURVEY CONTROL
 TU2953  ___________________________________________________________________
 TU2953* NAD 83(1993)-  20 56 44.32166(N)    156 19 16.70763(W)     ADJUSTED  
 TU2953* LOCAL TIDAL -                                                        
 TU2953  ___________________________________________________________________
 TU2953  EPOCH DATE  -        1993.62
 TU2953  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 TU2953  GEOID HEIGHT-          14.65  (meters)                     GEOID03
 TU2953
 TU2953  HORZ ORDER  -  THIRD
 TU2953
 TU2953.The horizontal coordinates were established by classical geodetic methods
 TU2953.and adjusted by the National Geodetic Survey in December 1998..
 TU2953.The horizontal coordinates are valid at the epoch date displayed above.
 TU2953.The epoch date for horizontal control is a decimal equivalence
 TU2953.of Year/Month/Day.
 TU2953
 TU2953
 TU2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2953
 TU2953.The geoid height was determined by GEOID03.
 TU2953
 TU2953;                    North         East     Units Scale Factor Converg.
 TU2953;SPC HI 2     -    67,826.913   535,919.062   MT  0.99998260   +0 07 24.5
 TU2953;UTM  04      - 2,318,461.081   778,570.041   MT  1.00055911   +0 57 29.5
 TU2953
 TU2953                          SUPERSEDED SURVEY CONTROL
 TU2953
 TU2953  NAD 83(1986)-  20 56 44.27739(N)    156 19 16.70309(W) AD(       ) 4
 TU2953  OLD HI      -  20 56 55.84700(N)    156 19 26.84000(W) AD(       ) 3
 TU2953
 TU2953.Superseded values are not recommended for survey control.
 TU2953.NGS no longer adjusts projects to the OLD HI datum.
 TU2953.See file dsdata.txt to determine how the superseded data were derived.
 TU2953
 TU2953_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7857018461(NAD 83)
 TU2953
 TU2953  HISTORY     - Date     Condition        Report By
 TU2953  HISTORY     - 1950     MONUMENTED       CGS
 TU2953  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU2953  HISTORY     - 19990724 GOOD             USPSQD
 TU2953
 TU2953                          STATION DESCRIPTION
 TU2953
 TU2953'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2953'THE STATION IS THE CENTER OF THE FLASHING WHITE LIGHT OF THE
 TU2953'PAUWELA POINT LIGHTHOUSE WHICH IS LOCATED ABOUT 12 MILES EAST
 TU2953'NORTHEAST OF KAHULUI.
 TU2953'
 TU2953'IT IS A WHITE PYRAMIDAL SKELETON TOWER WHICH IS 47 FEET IN
 TU2953'HEIGHT.
 TU2953
 TU2953                          STATION RECOVERY (1960)
 TU2953
 TU2953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU2953'THIS LIGHT, SHOWN IN THE LIGHT LIST, PACIFIC COAST, 1960 AS
 TU2953'NO. 2933, WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TU2953'LIGHT IS A REVOLVING AERO TYPE BEACON LIGHT.
 TU2953
 TU2953                          STATION RECOVERY (1999)
 TU2953
 TU2953'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1823 ***********************************************************************
 TU1823  DESIGNATION -  PAW 1910
 TU1823  PID         -  TU1823
 TU1823  STATE/COUNTY-  HI/KAUAI
 TU1823  USGS QUAD   -  HANAPEPE (1996)
 TU1823
 TU1823                         *CURRENT SURVEY CONTROL
 TU1823  ___________________________________________________________________
 TU1823* NAD 83(1993)-  21 54 06.89096(N)    159 36 52.96913(W)     ADJUSTED  
 TU1823* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU1823  ___________________________________________________________________
 TU1823  EPOCH DATE  -        1993.62
 TU1823  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 TU1823  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1823
 TU1823  HORZ ORDER  -  THIRD
 TU1823
 TU1823.The horizontal coordinates were established by classical geodetic methods
 TU1823.and adjusted by the National Geodetic Survey in December 1998..
 TU1823.The horizontal coordinates are valid at the epoch date displayed above.
 TU1823.The epoch date for horizontal control is a decimal equivalence
 TU1823.of Year/Month/Day.
 TU1823
 TU1823.The orthometric height was scaled from a topographic map.
 TU1823
 TU1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1823
 TU1823.The geoid height was determined by GEOID03.
 TU1823
 TU1823;                    North         East     Units Scale Factor Converg.
 TU1823;SPC HI 4     -     7,598.201   488,146.406   MT  0.99999174   -0 02 34.0
 TU1823;UTM  04      - 2,422,097.354   436,504.312   MT  0.99964981   -0 13 45.5
 TU1823
 TU1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1823!SPC HI 4     -   0.99999677  x   0.99999174  =   0.99998851
 TU1823!UTM  04      -   0.99999677  x   0.99964981  =   0.99964658
 TU1823
 TU1823                          SUPERSEDED SURVEY CONTROL
 TU1823
 TU1823  NAD 83(1986)-  21 54 06.86210(N)    159 36 52.98810(W) AD(       ) 3
 TU1823  OLD HI      -  21 54 18.14000(N)    159 37 03.04000(W) AD(       ) 3
 TU1823
 TU1823.Superseded values are not recommended for survey control.
 TU1823.NGS no longer adjusts projects to the OLD HI datum.
 TU1823.See file dsdata.txt to determine how the superseded data were derived.
 TU1823
 TU1823_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3650422097(NAD 83)
 TU1823
 TU1823  HISTORY     - Date     Condition        Report By
 TU1823  HISTORY     - 1910     MONUMENTED       CGS
 TU1823  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1823  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 TU1823
 TU1823                          STATION DESCRIPTION
 TU1823
 TU1823'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1823'ON SOUTHERN COAST OF KAUAI, ON A ROCKY SLOPE 1-1/2 MILES WEST OF
 TU1823'PORT ALLEN, 15 METERS BACK FROM AND 15 FEET ABOVE HIGH-WATER
 TU1823'MARK.  MARKED BY DRILL HOLE IN ROCK.
 TU1823
 TU1823                          STATION RECOVERY (1965)
 TU1823
 TU1823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1823'STATION WAS SEARCHED FOR BUT NOT FOUND.  EXACT POINT COULD NOT BE
 TU1823'FOUND BY CHECK ANGLE BECAUSE OF KIAWE TREES IN THE AREA.
 TU1823
 TU1823                          STATION RECOVERY (2005)
 TU1823
 TU1823'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3471 ***********************************************************************
 TU3471  DESIGNATION -  PBM HALEOLONO
 TU3471  PID         -  TU3471
 TU3471  STATE/COUNTY-  HI/MAUI
 TU3471  USGS QUAD   -  ILIO POINT (1993)
 TU3471
 TU3471                         *CURRENT SURVEY CONTROL
 TU3471  ___________________________________________________________________
 TU3471* NAD 83(1993)-  21 06 03.70599(N)    157 14 50.57255(W)     ADJUSTED  
 TU3471* LOCAL TIDAL -       148.28   (meters)     486.5    (feet)  LEVELING  
 TU3471  ___________________________________________________________________
 TU3471  EPOCH DATE  -        1993.62
 TU3471  X           -  -5,489,942.480 (meters)                     COMP
 TU3471  Y           -  -2,302,418.990 (meters)                     COMP
 TU3471  Z           -   2,281,893.542 (meters)                     COMP
 TU3471  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 TU3471  ELLIP HEIGHT-         164.63  (meters)          (11/30/94) GPS OBS
 TU3471  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU3471
 TU3471  HORZ ORDER  -  FIRST
 TU3471  VERT ORDER  -  THIRD ?
 TU3471  ELLP ORDER  -  FIFTH     CLASS I
 TU3471
 TU3471.The horizontal coordinates were established by GPS observations
 TU3471.and adjusted by the National Geodetic Survey in November 1994..
 TU3471.No horizontal observational check was made to the station.
 TU3471.The horizontal coordinates are valid at the epoch date displayed above.
 TU3471.The epoch date for horizontal control is a decimal equivalence
 TU3471.of Year/Month/Day.
 TU3471
 TU3471.The orthometric height was determined by differential leveling.
 TU3471.The vertical network tie was performed by a horz. field party for horz.
 TU3471.obs reductions. Reset procedures were used to establish the elevation.
 TU3471
 TU3471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3471
 TU3471.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3471
 TU3471.The ellipsoidal height was determined by GPS observations
 TU3471.and is referenced to NAD 83.
 TU3471
 TU3471.The geoid height was determined by GEOID03.
 TU3471
 TU3471;                    North         East     Units Scale Factor Converg.
 TU3471;SPC HI 2     -    85,101.482   439,664.833   MT  1.00001163   -0 12 32.7
 TU3471;UTM  04      - 2,334,331.512   682,045.909   MT  1.00000955   +0 37 52.1
 TU3471
 TU3471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3471!SPC HI 2     -   0.99997412  x   1.00001163  =   0.99998575
 TU3471!UTM  04      -   0.99997412  x   1.00000955  =   0.99998367
 TU3471
 TU3471                          SUPERSEDED SURVEY CONTROL
 TU3471
 TU3471  NAD 83(1986)-  21 06 03.66377(N)    157 14 50.52837(W) AD(       ) 2
 TU3471  OLD HI      -  21 06 15.10600(N)    157 15 00.66100(W) AD(       ) 2
 TU3471
 TU3471.Superseded values are not recommended for survey control.
 TU3471.NGS no longer adjusts projects to the OLD HI datum.
 TU3471.See file dsdata.txt to determine how the superseded data were derived.
 TU3471
 TU3471_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8204634332(NAD 83)
 TU3471_MARKER: DD = SURVEY DISK
 TU3471_SETTING: 80 = SET IN A BOULDER
 TU3471_SP_SET: BOULDER
 TU3471_STAMPING: 487
 TU3471_MARK LOGO: USGS  
 TU3471_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU3471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3471+STABILITY: SURFACE MOTION
 TU3471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3471+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU3471
 TU3471  HISTORY     - Date     Condition        Report By
 TU3471  HISTORY     - 1962     MONUMENTED       USGS
 TU3471  HISTORY     - 19930807 GOOD             NOS
 TU3471
 TU3471                          STATION DESCRIPTION
 TU3471
 TU3471'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 TU3471'SEE STATION HALENA
 TU3471
 TU3471                          STATION RECOVERY (1993)
 TU3471
 TU3471'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3471'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1720 ***********************************************************************
 TU1720  DESIGNATION -  PC MON 173+79.31
 TU1720  PID         -  TU1720
 TU1720  STATE/COUNTY-  HI/HONOLULU
 TU1720  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1720
 TU1720                         *CURRENT SURVEY CONTROL
 TU1720  ___________________________________________________________________
 TU1720* NAD 83(1993)-  21 22 41.09736(N)    158 08 30.25590(W)     ADJUSTED  
 TU1720* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1720  ___________________________________________________________________
 TU1720  EPOCH DATE  -        1993.62
 TU1720  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 TU1720  GEOID HEIGHT-          15.39  (meters)                     GEOID03
 TU1720
 TU1720  HORZ ORDER  -  THIRD
 TU1720
 TU1720.The horizontal coordinates were established by classical geodetic methods
 TU1720.and adjusted by the National Geodetic Survey in December 1998..
 TU1720.The horizontal coordinates are valid at the epoch date displayed above.
 TU1720.The epoch date for horizontal control is a decimal equivalence
 TU1720.of Year/Month/Day.
 TU1720
 TU1720.The orthometric height was scaled from a topographic map.
 TU1720
 TU1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1720
 TU1720.The geoid height was determined by GEOID03.
 TU1720
 TU1720;                    North         East     Units Scale Factor Converg.
 TU1720;SPC HI 3     -    23,414.489   485,301.035   MT  0.99999267   -0 03 06.0
 TU1720;UTM  04      - 2,364,234.936   588,974.080   MT  0.99969782   +0 18 46.3
 TU1720
 TU1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1720!SPC HI 3     -   0.99999695  x   0.99999267  =   0.99998962
 TU1720!UTM  04      -   0.99999695  x   0.99969782  =   0.99969477
 TU1720
 TU1720:                Primary Azimuth Mark                     Grid Az
 TU1720:SPC HI 3     -  PT MON 188+95.88                         142 21 46.5
 TU1720:UTM  04      -  PT MON 188+95.88                         141 59 54.2
 TU1720
 TU1720|---------------------------------------------------------------------|
 TU1720| PID    Reference Object                     Distance      Geod. Az  |
 TU1720|                                                           dddmmss.s |
 TU1720| TU1719 PT MON 188+95.88                    460.987 METERS 1421840.5 |
 TU1720|---------------------------------------------------------------------|
 TU1720
 TU1720                          SUPERSEDED SURVEY CONTROL
 TU1720
 TU1720  NAD 83(1986)-  21 22 41.04542(N)    158 08 30.26766(W) AD(       ) 3
 TU1720  OLD HI      -  21 22 52.42941(N)    158 08 40.15707(W) AD(       ) 3
 TU1720
 TU1720.Superseded values are not recommended for survey control.
 TU1720.NGS no longer adjusts projects to the OLD HI datum.
 TU1720.See file dsdata.txt to determine how the superseded data were derived.
 TU1720
 TU1720_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8897464235(NAD 83)
 TU1720
 TU1720  HISTORY     - Date     Condition        Report By
 TU1720  HISTORY     - 1970     MONUMENTED       HIDT
 TU1720
 TU1720                          STATION DESCRIPTION
 TU1720
 TU1720'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1720'TO REACH STATION FROM THE U.S. POST OFFICE, NANAKULI BRANCH,
 TU1720'AT THE INTERSECTION OF HIGHWAY 90 AND LUALUALEI NAVAL AMMUNITION
 TU1720'DEPOT ROAD, PROCEED 1.0 MILE SOUTHEST ALONG HIGHWAY 90 TO
 TU1720'STATION.  STATION IS LOCATED ON THE NORTHEAST SIDE OF HIGHWAY
 TU1720'90, OPPOSITE A DRIVEWAY OF HOUSE 89-280, ABOUT THE WHITE LINE
 TU1720'THAT DENOTES THE LIMITS OF A FOUR LANE HIGHWAY.
 TU1720'
 TU1720'STATION MARK IS A STANDARD STATE HIGHWAY 1/2 INCH BRASS PIN
 TU1720'SET IN CONCRETE TO MARK THE CENTERLINES AND BASELINES OF
 TU1720'HIGHWAYS.  TIES TO STATION ARE--S 14.9 FT. FROM THE END OF A
 TU1720'STONEWALL, SE 93.5 FT. FROM THE CENTERLINE OF HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1474 ***********************************************************************
 TU1474  DESIGNATION -  PEAHINAIA
 TU1474  PID         -  TU1474
 TU1474  STATE/COUNTY-  HI/HONOLULU
 TU1474  USGS QUAD   -  HAUULA (1983)
 TU1474
 TU1474                         *CURRENT SURVEY CONTROL
 TU1474  ___________________________________________________________________
 TU1474* NAD 83(1993)-  21 33 17.54835(N)    157 59 27.78727(W)     ADJUSTED  
 TU1474* LOCAL TIDAL -       488.     (meters)    1601.     (feet)  SCALED    
 TU1474  ___________________________________________________________________
 TU1474  EPOCH DATE  -        1993.62
 TU1474  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 TU1474  GEOID HEIGHT-          15.30  (meters)                     GEOID03
 TU1474
 TU1474  HORZ ORDER  -  THIRD
 TU1474
 TU1474.The horizontal coordinates were established by classical geodetic methods
 TU1474.and adjusted by the National Geodetic Survey in December 1998..
 TU1474.The horizontal coordinates are valid at the epoch date displayed above.
 TU1474.The epoch date for horizontal control is a decimal equivalence
 TU1474.of Year/Month/Day.
 TU1474
 TU1474.The orthometric height was scaled from a topographic map.
 TU1474
 TU1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1474
 TU1474.The geoid height was determined by GEOID03.
 TU1474
 TU1474;                    North         East     Units Scale Factor Converg.
 TU1474;SPC HI 3     -    42,982.653   500,926.834   MT  0.99999001   +0 00 11.8
 TU1474;UTM  04      - 2,383,897.102   604,470.305   MT  0.99973486   +0 22 14.6
 TU1474
 TU1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1474!SPC HI 3     -   0.99992090  x   0.99999001  =   0.99991091
 TU1474!UTM  04      -   0.99992090  x   0.99973486  =   0.99965578
 TU1474
 TU1474:                Primary Azimuth Mark                     Grid Az
 TU1474:SPC HI 3     -  MAILI RESET                              250 53 16.1
 TU1474:UTM  04      -  MAILI RESET                              250 31 13.3
 TU1474
 TU1474|---------------------------------------------------------------------|
 TU1474| PID    Reference Object                     Distance      Geod. Az  |
 TU1474|                                                           dddmmss.s |
 TU1474| TU1520 MAILI RESET                         APPROX.11.2 KM 2505327.9 |
 TU1474|---------------------------------------------------------------------|
 TU1474
 TU1474                          SUPERSEDED SURVEY CONTROL
 TU1474
 TU1474  NAD 83(1986)-  21 33 17.49805(N)    157 59 27.79861(W) AD(       ) 3
 TU1474  OLD HI      -  21 33 28.89900(N)    157 59 37.71900(W) AD(       ) 3
 TU1474
 TU1474.Superseded values are not recommended for survey control.
 TU1474.NGS no longer adjusts projects to the OLD HI datum.
 TU1474.See file dsdata.txt to determine how the superseded data were derived.
 TU1474
 TU1474_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0447083897(NAD 83)
 TU1474
 TU1474  HISTORY     - Date     Condition        Report By
 TU1474  HISTORY     - 1875     MONUMENTED       HIGS
 TU1474  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1474  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1474
 TU1474                          STATION DESCRIPTION
 TU1474
 TU1474'DESCRIBED BY HAWAII GEODETIC SURVEY 1875
 TU1474'ON A HIGH POINT, ON A RIDGE BACK OF WAIALUA, ON THE BOUNDARY
 TU1474'OF KAWAILOA, NEAR THE CORNER OF THE LANDS OF HELEMANO AND
 TU1474'PAALAA.  MARKED BY AN IRON STAKE.
 TU1474
 TU1474                          STATION RECOVERY (1945)
 TU1474
 TU1474'RECOVERY NOTE BY US ARMY 1945
 TU1474'STATION LOST.  CONSTRUCTION IN THE IMMEDIATE AREA.
 TU1474
 TU1474                          STATION RECOVERY (1965)
 TU1474
 TU1474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1474'STATION WAS SEARCHED FOR BUT NOT FOUND.  ALTHOUGH THERE IS AT
 TU1474'PRESENT NO BUILDING IN THIS VICINITY, ARMY VEHICLES DRIVE OUT
 TU1474'ONTO THE POINT.  VIEW TO ADJACENT TRIANGULATION STATIONS IS
 TU1474'BLOCKED BY TREES.  STATION IS PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2443 ***********************************************************************
 TU2443  DESIGNATION -  PEAK 2 RESET
 TU2443  PID         -  TU2443
 TU2443  STATE/COUNTY-  HI/HAWAII
 TU2443  USGS QUAD   -  NAALEHU (1981)
 TU2443
 TU2443                         *CURRENT SURVEY CONTROL
 TU2443  ___________________________________________________________________
 TU2443* NAD 83(1993)-  19 04 50.91185(N)    155 34 20.59208(W)     ADJUSTED  
 TU2443* LOCAL TIDAL -       399.3    (meters)    1310.     (feet)  VERT ANG  
 TU2443  ___________________________________________________________________
 TU2443  EPOCH DATE  -        1993.62
 TU2443  LAPLACE CORR-          -9.09  (seconds)                    DEFLEC99
 TU2443  GEOID HEIGHT-          18.38  (meters)                     GEOID03
 TU2443
 TU2443  HORZ ORDER  -  THIRD
 TU2443
 TU2443.The horizontal coordinates were established by classical geodetic methods
 TU2443.and adjusted by the National Geodetic Survey in December 1998..
 TU2443.The horizontal coordinates are valid at the epoch date displayed above.
 TU2443.The epoch date for horizontal control is a decimal equivalence
 TU2443.of Year/Month/Day.
 TU2443
 TU2443.The orthometric height was determined by vertical angle observations.
 TU2443
 TU2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2443
 TU2443.The geoid height was determined by GEOID03.
 TU2443
 TU2443;                    North         East     Units Scale Factor Converg.
 TU2443;SPC HI 1     -    27,394.110   492,382.199   MT  0.99996738   -0 01 25.2
 TU2443;UTM  05      - 2,111,756.140   229,315.549   MT  1.00050582   -0 50 29.2
 TU2443
 TU2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2443!SPC HI 1     -   0.99993434  x   0.99996738  =   0.99990173
 TU2443!UTM  05      -   0.99993434  x   1.00050582  =   1.00044013
 TU2443
 TU2443|---------------------------------------------------------------------|
 TU2443| PID    Reference Object                     Distance      Geod. Az  |
 TU2443|                                                           dddmmss.s |
 TU2443| CU9090 PUNALUU HOKULOA CONG CH SPIRE                      04930     |
 TU2443| CN5998 PEAK 2 RM 2                           9.635 METERS 05224     |
 TU2443| TU2363 KAMEHAME NEW                                       05734     |
 TU2443| TU2444 STEIN 2                             APPROX. 2.3 KM 1905100.7 |
 TU2443| CN5997 PEAK 2 RM 1                           6.502 METERS 30838     |
 TU2443|---------------------------------------------------------------------|
 TU2443
 TU2443                          SUPERSEDED SURVEY CONTROL
 TU2443
 TU2443  NAD 83(1986)-  19 04 50.89879(N)    155 34 20.64006(W) AD(       ) 3
 TU2443  OLD HI      -  19 05 01.72000(N)    155 34 30.65900(W) AD(       ) 3
 TU2443
 TU2443.Superseded values are not recommended for survey control.
 TU2443.NGS no longer adjusts projects to the OLD HI datum.
 TU2443.See file dsdata.txt to determine how the superseded data were derived.
 TU2443
 TU2443_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2931611756(NAD 83)
 TU2443_MARKER: DD = SURVEY DISK
 TU2443_SETTING: 0 = UNSPECIFIED SETTING
 TU2443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2443
 TU2443  HISTORY     - Date     Condition        Report By
 TU2443  HISTORY     - 1949     MONUMENTED       HITS
 TU2443  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2443  HISTORY     - 19791010 GOOD             NOS
 TU2443
 TU2443                          STATION DESCRIPTION
 TU2443
 TU2443'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (LCW)
 TU2443'THE STATION IS LOCATED ABOUT 2 MILES WEST OF HONUAPO, ABOUT 1.5
 TU2443'MILES NORTH NORTHEAST OF NAALEHU, ABOUT 0.1 MILE SOUTH OF A ROAD
 TU2443'FORKS, ABOUT 100 FEET SOUTH OF A GOOD GRADED ROAD AND ON SIDE
 TU2443'HILL PASTURE LAND WITH HIGHER GROUND TO THE NORTH.
 TU2443'
 TU2443'TO REACH FROM THE POST OFFICE IN NAALEHU.  GO NORTH, ON THE
 TU2443'GOOD GRADED ROAD WHICH LEADS TO THE CANE FIELDS, FOR 2.1 MILES
 TU2443'TO THE STATION ON THE RIGHT HAND SIDE OF THE ROAD.
 TU2443'
 TU2443'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2443'PROJECTS ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2443'CONCRETE WHICH IS ABOUT 1 FOOT ON EACH SIDE AND PROJECTS 1 INCH.
 TU2443'
 TU2443'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PEAK 2 NO 1
 TU2443'1949, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 TU2443'SURFACE OF THE GROUND AND IS ABOUT 6 INCHES HIGHER THAN THE
 TU2443'STATION.
 TU2443'
 TU2443'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PEAK 2 NO 2
 TU2443'1949, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 TU2443'SURFACE OF THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2443'
 TU2443'THIS STATION WAS ORIGINALLY CALLED PEAK 2 TO DISTINGUISH IT FROM
 TU2443'ANOTHER STATION CALLED PEAK 1.
 TU2443
 TU2443                          STATION RECOVERY (1967)
 TU2443
 TU2443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2443'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2443'CONDITION.  STATION WAS RE-MARKED WITH A STANDARD DISK AND THE
 TU2443'STATION PIPE WAS RE-ENFORCED WITH A BUILD-UP OF STONES AND
 TU2443'CONCRETE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2443'
 TU2443'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF NAALEHU AND
 TU2443'1-1/2 MILES WEST-SOUTHWEST OF HONUAPO, AT ABOUT 1310 FEET
 TU2443'ELEVATION ON A SIDEHILL IN PASTURELAND, AT CURVE OF GRADED ROAD.
 TU2443'
 TU2443'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO EAST ON
 TU2443'STATE HIGHWAY 11 FOR 0.1 MILE TO CROSSROAD.  TURN LEFT AND GO
 TU2443'UPGRADE ON MAIN ROAD FOR 2.0 MILES TO LEFT CURVE OF ROAD, AND
 TU2443'STATION ON RIGHT.
 TU2443'
 TU2443'STATION IS MARKED WITH A STANDARD DISK, STAMPED PEAK 2 HTS 1949
 TU2443'1967, SET IN CONCRETE IN THE TOP OF A 2-1/2-INCH, IRON PIPE THAT
 TU2443'PROJECTS 10 INCHES FROM THE TOP OF A MASS OF STONE AND CONCRETE
 TU2443'30 INCHES IN DIAMETER.  IT IS 127 FEET SOUTHEAST OF CENTER LINE OF
 TU2443'ROAD, 94 FEET SOUTHEAST OF FENCE LINE, 5 FEET SOUTHEAST OF A
 TU2443'WHITE WITNESS POST, AND IN THE CENTER OF A LARGE ROCK PILE 12
 TU2443'FEET IN DIAMETER AND 3 FEET HIGH.
 TU2443'
 TU2443'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PEAK 2 NO 1
 TU2443'1949, CEMENTED IN A DRILL HOLE IN BEDROCK 1 INCH BELOW GROUND
 TU2443'SURFACE.  IT IS 73-1/2 FEET SOUTHEAST OF FENCE LINE AND 0.3 FOOT
 TU2443'LOWER THAN STATION MARK.
 TU2443'
 TU2443'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PEAK 2 NO 2
 TU2443'1949, CEMENTED IN A DRILL HOLE IN BEDROCK 1 INCH BELOW GROUND
 TU2443'SURFACE AND ABOUT 4 FEET LOWER THAN STATION MARK.
 TU2443
 TU2443                          STATION RECOVERY (1979)
 TU2443
 TU2443'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2443'RECOVERED AS DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2313 ***********************************************************************
 TU2313  DESIGNATION -  PEAK A POLIAHU
 TU2313  PID         -  TU2313
 TU2313  STATE/COUNTY-  HI/HAWAII
 TU2313  USGS QUAD   -  MAUNA KEA (1982)
 TU2313
 TU2313                         *CURRENT SURVEY CONTROL
 TU2313  ___________________________________________________________________
 TU2313* NAD 83(1993)-  19 49 15.31997(N)    155 28 52.84202(W)     ADJUSTED  
 TU2313* LOCAL TIDAL -      4154.     (meters)   13629.     (feet)  SCALED    
 TU2313  ___________________________________________________________________
 TU2313  EPOCH DATE  -        1993.62
 TU2313  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 TU2313  GEOID HEIGHT-          26.42  (meters)                     GEOID03
 TU2313
 TU2313  HORZ ORDER  -  THIRD
 TU2313
 TU2313.The horizontal coordinates were established by classical geodetic methods
 TU2313.and adjusted by the National Geodetic Survey in December 1998..
 TU2313.The horizontal coordinates are valid at the epoch date displayed above.
 TU2313.The epoch date for horizontal control is a decimal equivalence
 TU2313.of Year/Month/Day.
 TU2313
 TU2313.The orthometric height was scaled from a topographic map.
 TU2313
 TU2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2313
 TU2313.The geoid height was determined by GEOID03.
 TU2313
 TU2313;                    North         East     Units Scale Factor Converg.
 TU2313;SPC HI 1     -   109,318.633   501,954.324   MT  0.99996671   +0 00 22.8
 TU2313;UTM  05      - 2,193,574.012   240,083.083   MT  1.00043509   -0 50 30.7
 TU2313
 TU2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2313!SPC HI 1     -   0.99934330  x   0.99996671  =   0.99931003
 TU2313!UTM  05      -   0.99934330  x   1.00043509  =   0.99977811
 TU2313
 TU2313:                Primary Azimuth Mark                     Grid Az
 TU2313:SPC HI 1     -  PEAK B                                   134 44 42.9
 TU2313:UTM  05      -  PEAK B                                   135 35 36.4
 TU2313
 TU2313|---------------------------------------------------------------------|
 TU2313| PID    Reference Object                     Distance      Geod. Az  |
 TU2313|                                                           dddmmss.s |
 TU2313| TU2309 PEAK B                              APPROX. 1.2 KM 1344505.7 |
 TU2313|---------------------------------------------------------------------|
 TU2313
 TU2313                          SUPERSEDED SURVEY CONTROL
 TU2313
 TU2313  NAD 83(1986)-  19 49 15.29052(N)    155 28 52.86844(W) AD(       ) 3
 TU2313  OLD HI      -  19 49 26.92000(N)    155 29 02.68000(W) AD(       ) 3
 TU2313
 TU2313.Superseded values are not recommended for survey control.
 TU2313.NGS no longer adjusts projects to the OLD HI datum.
 TU2313.See file dsdata.txt to determine how the superseded data were derived.
 TU2313
 TU2313_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4008393574(NAD 83)
 TU2313
 TU2313  HISTORY     - Date     Condition        Report By
 TU2313  HISTORY     - 1892     MONUMENTED       HIGS
 TU2313
 TU2313                          STATION DESCRIPTION
 TU2313
 TU2313'DESCRIBED BY HAWAII GEODETIC SURVEY 1892
 TU2313'ON THE MOST CONSPICUOUS, BUT NOT THE HIGHEST PEAK OF MAUNA
 TU2313'KEA.  MARKED BY A TALL STONE CAIRN, WITH TIN BOX CONTAINING
 TU2313'RECORDS OF SIX PARTIES SINCE 1885.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0785 ***********************************************************************
 TU0785  DESIGNATION -  PEAR
 TU0785  PID         -  TU0785
 TU0785  STATE/COUNTY-  HI/KAUAI
 TU0785  USGS QUAD   -  MAKAHA POINT (1983)
 TU0785
 TU0785                         *CURRENT SURVEY CONTROL
 TU0785  ___________________________________________________________________
 TU0785* NAD 83(1993)-  22 03 37.47057(N)    159 46 39.58351(W)     ADJUSTED  
 TU0785* LOCAL TIDAL -         4.298  (meters)      14.10   (feet)  ADJ UNCH  
 TU0785  ___________________________________________________________________
 TU0785  EPOCH DATE  -        1993.62
 TU0785  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 TU0785  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0785
 TU0785  HORZ ORDER  -  SECOND
 TU0785  VERT ORDER  -  SECOND    CLASS 0
 TU0785
 TU0785.The horizontal coordinates were established by classical geodetic methods
 TU0785.and adjusted by the National Geodetic Survey in December 1998..
 TU0785.The horizontal coordinates are valid at the epoch date displayed above.
 TU0785.The epoch date for horizontal control is a decimal equivalence
 TU0785.of Year/Month/Day.
 TU0785
 TU0785.The orthometric height was key entered from printed documents
 TU0785.and not key verified.
 TU0785
 TU0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0785
 TU0785.The geoid height was determined by GEOID03.
 TU0785
 TU0785;                    North         East     Units Scale Factor Converg.
 TU0785;SPC HI 4     -    25,169.763   471,340.381   MT  1.00000014   -0 06 15.4
 TU0785;UTM  04      - 2,439,717.881   419,761.323   MT  0.99967955   -0 17 31.5
 TU0785
 TU0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0785!SPC HI 4     -   0.99999679  x   1.00000014  =   0.99999693
 TU0785!UTM  04      -   0.99999679  x   0.99967955  =   0.99967634
 TU0785
 TU0785|---------------------------------------------------------------------|
 TU0785| PID    Reference Object                     Distance      Geod. Az  |
 TU0785|                                                           dddmmss.s |
 TU0785| TU0786 PEAR RM 1                            20.273 METERS 15006     |
 TU0785| TU0787 PEAR RM 2                            21.253 METERS 23443     |
 TU0785| TU0753 SANDIA                              457.683 METERS 2532232.3 |
 TU0785|---------------------------------------------------------------------|
 TU0785
 TU0785                          SUPERSEDED SURVEY CONTROL
 TU0785
 TU0785  NAD 83(1986)-  22 03 37.43575(N)    159 46 39.60966(W) AD(       ) 2
 TU0785  OLD HI      -  22 03 48.71840(N)    159 46 49.65820(W) AD(       ) 2
 TU0785
 TU0785.Superseded values are not recommended for survey control.
 TU0785.NGS no longer adjusts projects to the OLD HI datum.
 TU0785.See file dsdata.txt to determine how the superseded data were derived.
 TU0785
 TU0785_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1976139718(NAD 83)
 TU0785_MARKER: DB = BENCH MARK DISK
 TU0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0785_STAMPING: PEAR 1967
 TU0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0785+STABILITY: SURFACE MOTION
 TU0785
 TU0785  HISTORY     - Date     Condition        Report By
 TU0785  HISTORY     - 1967     MONUMENTED       CGS
 TU0785  HISTORY     - 1967     GOOD             CGS
 TU0785  HISTORY     - 1983     GOOD             USPSQD
 TU0785
 TU0785                          STATION DESCRIPTION
 TU0785
 TU0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0785'THE STATION IS LOCATED ON BARKING SANDS PACIFIC MISSILE RANGE
 TU0785'FACILITY, IN THE SANDIA CORPORATION COMPOUND.  IT IS 2.0 MILES
 TU0785'NORTH OF THE CONTROL TOWER, 0.4 MILE EAST OF THE OCEAN SHORE
 TU0785'LINE, 0.3 MILE NORTHWEST OF SANDIA NORTHEAST BOUNDARY LINE AND
 TU0785'0.1 MILE NORTH OF SANDIA CORPORATION HEADQUARTERS.
 TU0785'
 TU0785'TO REACH THE STATION FROM THE MAIN GATE OF BARKING SANDS
 TU0785'PACIFIC MISSILE RANGE FACILITY, GO NORTHERLY ON ASPHALT ROAD
 TU0785'FOR 2.05 MILES TO THE SANDIA CORPORATION HEADQUARTERS.  TURN
 TU0785'RIGHT, NORTHWEST ON OILED ROAD FOR 0.1 MILE TO GATE.  CONTINUE
 TU0785'STRAIGHT AHEAD FOR 50 FEET AND THE STATION ON RIGHT.
 TU0785'
 TU0785'THE STATION MARK IS A STANDARD DISK, STAMPED PEAR 1967, SET IN
 TU0785'THE TOP OF A 12-INCH ROUND COONCRETE MONUMENT, FLUSH WITH THE
 TU0785'GROUND.  IT IS 72-1/2 FEET EAST OF A FENCE CORNER, 68-1/2 FEET
 TU0785'NORTHWEST OF A GATE ACROSS THE OILED ROAD AND 20 FEET NORTHEAST
 TU0785'OF THE CENTERLINE OF THE OILED ROAD.
 TU0785'
 TU0785'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED PEAR NO 1
 TU0785'1967, SET IN A DRILL HOLE IN A MASS OF CONCRETE, FLUSH WITH
 TU0785'THE GROUND AND IS 2 FEET LOWER THAN THE STATION.  IT IS 59
 TU0785'FEET NORTHEAST OF A FENCELINE, 6-1/2 FEET NORTHEAST OF
 TU0785'CENTERLINE OF THE OILED ROAD AND 6-INCHES NORTHWEST OF A
 TU0785'4-INCH IRON GATE POST.
 TU0785'
 TU0785'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED PEAR
 TU0785'NO 2 1967, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 TU0785'MONUMENT, FLUSH WITH THE GROUND AND IS THE SAME ELEVATION AS
 TU0785'THE STATION.  IT IS 9 FEET SOUTHEAST OF A FENCE CORNER AND 1.3
 TU0785'FEET NORTHEAST OF A SOUTHEAST AND NORTHWEST FENCELINE.
 TU0785
 TU0785                          STATION RECOVERY (1967)
 TU0785
 TU0785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU0785'IN BARKING SANDS P M R F.
 TU0785'2.05 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE TO
 TU0785'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.1 MILE
 TU0785'NORTHWEST ALONG AN OILED ROAD, 72-1/2 FEET EAST OF A FENCE CORNER,
 TU0785'68-1/2 FEET NORTHWEST OF A GATE ACROSS THE OILED ROAD AND 20 FEET
 TU0785'NORTHEAST OF THE CENTER OF AN OILED ROAD.  SET IN THE TOP OF A 12-INCH
 TU0785'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 TU0785
 TU0785                          STATION RECOVERY (1983)
 TU0785
 TU0785'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0785'PEAR 1967 RECOVERED GOOD STATION VISITED BY PAC. MISSILE RANGE
 TU0785'SURVEYOR 1983 REF. MARKS NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0786 ***********************************************************************
 TU0786  DESIGNATION -  PEAR RM 1
 TU0786  PID         -  TU0786
 TU0786  STATE/COUNTY-  HI/KAUAI
 TU0786  USGS QUAD   -  MAKAHA POINT (1983)
 TU0786
 TU0786                         *CURRENT SURVEY CONTROL
 TU0786  ___________________________________________________________________
 TU0786* NAD 83(1986)-  22 03 38.     (N)    159 46 40.     (W)     SCALED    
 TU0786* LOCAL TIDAL -         3.815  (meters)      12.52   (feet)  ADJ UNCH  
 TU0786  ___________________________________________________________________
 TU0786  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0786
 TU0786  VERT ORDER  -  SECOND    CLASS 0
 TU0786
 TU0786.The horizontal coordinates were scaled from a topographic map and have
 TU0786.an estimated accuracy of +/- 6 seconds.
 TU0786
 TU0786.The orthometric height was key entered from printed documents
 TU0786.and not key verified.
 TU0786
 TU0786.The geoid height was determined by GEOID03.
 TU0786
 TU0786;                    North         East    Units  Estimated Accuracy
 TU0786;SPC HI 4     -    25,190.      471,330.      MT  (+/- 180 meters Scaled)
 TU0786
 TU0786                          SUPERSEDED SURVEY CONTROL
 TU0786
 TU0786.No superseded survey control is available for this station.
 TU0786
 TU0786_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK197397(NAD 83)
 TU0786_MARKER: DR = REFERENCE MARK DISK
 TU0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0786_STAMPING: PEAR NO 1 1967
 TU0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0786+STABILITY: SURFACE MOTION
 TU0786
 TU0786  HISTORY     - Date     Condition        Report By
 TU0786  HISTORY     - 1967     MONUMENTED       CGS
 TU0786
 TU0786                          STATION DESCRIPTION
 TU0786
 TU0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU0786'IN BARKING SANDS P M R F.
 TU0786'2.05 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE TO
 TU0786'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.1 MILE
 TU0786'NORTHWEST ALONG AN OILED ROAD, 59 FEET NORTHEAST OF A FENCE LINE,
 TU0786'6-1/2 FEET NORTHEAST OF THE CENTER OF AN OILED ROAD AND 6 INCHES
 TU0786'NORTHWEST OF A 4-INCH IRON GATE POST.  SET IN A DRILL HOLE IN A MASS
 TU0786'OF CONCRETE THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0787 ***********************************************************************
 TU0787  DESIGNATION -  PEAR RM 2
 TU0787  PID         -  TU0787
 TU0787  STATE/COUNTY-  HI/KAUAI
 TU0787  USGS QUAD   -  MAKAHA POINT (1983)
 TU0787
 TU0787                         *CURRENT SURVEY CONTROL
 TU0787  ___________________________________________________________________
 TU0787* NAD 83(1986)-  22 03 38.     (N)    159 46 40.     (W)     SCALED    
 TU0787* LOCAL TIDAL -         4.545  (meters)      14.91   (feet)  ADJ UNCH  
 TU0787  ___________________________________________________________________
 TU0787  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU0787
 TU0787  VERT ORDER  -  SECOND    CLASS 0
 TU0787
 TU0787.The horizontal coordinates were scaled from a topographic map and have
 TU0787.an estimated accuracy of +/- 6 seconds.
 TU0787
 TU0787.The orthometric height was key entered from printed documents
 TU0787.and not key verified.
 TU0787
 TU0787.The geoid height was determined by GEOID03.
 TU0787
 TU0787;                    North         East    Units  Estimated Accuracy
 TU0787;SPC HI 4     -    25,190.      471,330.      MT  (+/- 180 meters Scaled)
 TU0787
 TU0787                          SUPERSEDED SURVEY CONTROL
 TU0787
 TU0787.No superseded survey control is available for this station.
 TU0787
 TU0787_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK197397(NAD 83)
 TU0787_MARKER: DR = REFERENCE MARK DISK
 TU0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0787_STAMPING: PEAR NO 2 1967
 TU0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0787+STABILITY: SURFACE MOTION
 TU0787
 TU0787  HISTORY     - Date     Condition        Report By
 TU0787  HISTORY     - 1967     MONUMENTED       CGS
 TU0787
 TU0787                          STATION DESCRIPTION
 TU0787
 TU0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU0787'IN BARKING SANDS P M R F.
 TU0787'2.05 MILES NORTHERLY ALONG AN ASPHALT ROAD FROM THE MAIN GATE TO
 TU0787'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.1 MILE
 TU0787'NORTHWEST ALONG AN OILED ROAD, 88 FEET NORTHWEST OF THE CENTER OF A
 TU0787'GATE ACROSS THE OILED ROAD, 9 FEET SOUTHEAST OF A FENCE CORNER AND 1.3
 TU0787'FEET NORTHEAST OF A FENCE LINE.  SET IN THE TOP OF A 12-INCH ROUND
 TU0787'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 TU0787'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE5202 ***********************************************************************
 DE5202  DESIGNATION -  PEARL ASTRO 1959
 DE5202  PID         -  DE5202
 DE5202  STATE/COUNTY-  HI/HONOLULU
 DE5202  USGS QUAD   -  
 DE5202
 DE5202                         *CURRENT SURVEY CONTROL
 DE5202  ___________________________________________________________________
 DE5202* NAD 83(1993)-  27 47 19.95316(N)    175 48 58.92279(W)     ADJUSTED  
 DE5202* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 DE5202  ___________________________________________________________________
 DE5202  EPOCH DATE  -        1993.62
 DE5202  X           -  -5,631,624.357 (meters)                     COMP
 DE5202  Y           -    -411,943.237 (meters)                     COMP
 DE5202  Z           -   2,955,830.014 (meters)                     COMP
 DE5202  ELLIP HEIGHT-           5.65  (meters)          (07/03/02) GPS OBS
 DE5202
 DE5202  HORZ ORDER  -  B
 DE5202  ELLP ORDER  -  THIRD     CLASS I
 DE5202
 DE5202.The horizontal coordinates were established by GPS observations
 DE5202.and adjusted by the National Geodetic Survey in July 2002..
 DE5202.The horizontal coordinates are valid at the epoch date displayed above.
 DE5202.The epoch date for horizontal control is a decimal equivalence
 DE5202.of Year/Month/Day.
 DE5202
 DE5202.The orthometric height was scaled from a topographic map.
 DE5202
 DE5202.Photographs are available for this station.
 DE5202
 DE5202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5202
 DE5202.The ellipsoidal height was determined by GPS observations
 DE5202.and is referenced to NAD 83.
 DE5202
 DE5202;                    North         East     Units Scale Factor Converg.
 DE5202;SPC HI 5     -   778,676.948 *,***,*******   MT  1.02990561   -7 26 35.7
 DE5202;UTM  01      - 3,074,377.020   616,608.494   MT  0.99976783   +0 33 06.8
 DE5202
 DE5202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5202!SPC HI 5     -   0.99999911  x   1.02990561  =   1.02990470
 DE5202!UTM  01      -   0.99999911  x   0.99976783  =   0.99976694
 DE5202
 DE5202                          SUPERSEDED SURVEY CONTROL
 DE5202
 DE5202.No superseded survey control is available for this station.
 DE5202
 DE5202_U.S. NATIONAL GRID SPATIAL ADDRESS:  1RFL1660874377(NAD 83)
 DE5202_MARKER: DS = TRIANGULATION STATION DISK
 DE5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5202_STAMPING: PEARL ASTRO 1959
 DE5202_MARK LOGO: USN   
 DE5202_PROJECTION: PROJECTING 100 CENTIMETERS
 DE5202_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5202+STABILITY: SURFACE MOTION
 DE5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5202+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 DE5202
 DE5202  HISTORY     - Date     Condition        Report By
 DE5202  HISTORY     - 1959     MONUMENTED       USN
 DE5202  HISTORY     - 20010811 GOOD             NGS
 DE5202  HISTORY     - 20010811 GOOD             NGS
 DE5202
 DE5202                          STATION DESCRIPTION
 DE5202
 DE5202'DESCRIBED BY US NAVY 1959
 DE5202'LOCASTED ON SE ISLAND OF THE PEARL AND HERMES REEF MIDWAY BETWEEN THE
 DE5202'N AND S BEACHES, APPROXIMATELY 200 FT (61.0 M) FROM THE E BEACH, WHERE
 DE5202'THE ONLY WATER APPROACH TO THE ISLAND IS POSSIBLE, AND APPROXIMATELY
 DE5202'200 FT (61.0 M) E OF THE LARGER OF 3 SALT WATER LAKES NEAR THE CENTER
 DE5202'OF THE ISLAND. RM 2 IS MARKED BY A USNH TRIANGULATIN DISK
 DE5202'STAMPED-PEARL ASTRO 1959, SET IN A 18 INCH X 36 INCH CONCRETE
 DE5202'MONUMENT, 9.529 METERS (31.263 FT) IN ASTRONOMIC AZ FROM S OF 15 50 58
 DE5202'FROM STATION.  (RM 2 WAS OCCUPIED AS LIGHT CROSSING STATION FOR AZ
 DE5202'OBSERVATIN) .
 DE5202
 DE5202                          STATION RECOVERY (2001)
 DE5202
 DE5202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 DE5202'US HAVY HYDROGRAPHIC OFFICE TRIANGULATION STATION  ON SE SHORE OF
 DE5202'SOUTHEAST ISLAND OF PERL. IT SERVES AS PEARL RM 2.
 DE5202
 DE5202                          STATION RECOVERY (2001)
 DE5202
 DE5202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 DE5202'THE STATION IS LOCATED ON PEARL AND HERMES ATOLL ON THE LARGEST ISLAND
 DE5202'IN THE GROUP
 DE5202'KNOWN AS SOUTHEAST ISLAND WHICH IS LOCATED NEAR THE SOUTHEAST LIMITS
 DE5202'OF THE ATOLL
 DE5202'PROPER.  IT IS IN THE EASTERN PART OF THE ISLAND ABOUT MIDWAY BETWEEN
 DE5202'THE SOUTH BEACH
 DE5202'AND SOME SMALL PONDS IN THE MIDDLE OF THE ISLAND.  THIS STATION WAS
 DE5202'DESCRIBED AS A
 DE5202'REFERENCE MARK FOR PEARL 1961 DURING THE U.S. NAVY EASTERN PACIFIC
 DE5202'SURVEY CONDUCTED BY
 DE5202'THE U.S.S. DUVAL COUNTY (LST-758), LT. F.L. ROACH AND THE OINC SURVEY.
 DE5202'NONE OF THE MARKERS
 DE5202'ESTABLISHED IN 1961 WERE FOUND.  THE 1961 DESCRIPTION ALLUDES TO A
 DE5202'BREAK IN THE REEF JUST
 DE5202'TO THE SOUTH OF THE ISLAND WHICH WAS USED FOR BEACH LANDINGS.  THE
 DE5202'BREAK WAS OBSERVED
 DE5202'BUT SEA CONDITIONS DID NOT PERMIT USE OF THE BREAK AT THIS TIME AS THE
 DE5202'TRANSPORT SHIP
 DE5202'WAS UNABLE TO SET ANCHOR IN THE VICINITY.  ANOTHER BREAK WAS FOUND
 DE5202'ABOUT 3 MILES WEST
 DE5202'OF THE ISLAND WHICH PERMITTED SMALL CRAFT ENTRY INTO THE LAGOON AND A
 DE5202'LANDING WAS
 DE5202'MADE ON THE NORTH SHORE OF THE ISLAND WITH A 10 MINUTE HIKE TO THE
 DE5202'STATION.  ACCESS TO
 DE5202'THE ATOLL WATERS AND ALL ISLANDS REQUIRE A SPECIAL USE PERMIT FROM THE
 DE5202'U.S. FISH AND
 DE5202'WILDLIFE SERVICE AND A TRAINED ESCORT.  THE ISLAND IS DIVIDED INTO TWO
 DE5202'SEGMENTS - A
 DE5202'LARGER EASTERN SEGMENT AND SMALLER WESTERN SEGMENT - BY A TIDAL POOL
 DE5202'WHICH IS
 DE5202'OPEN TO THE SOUTH BUT BRIDGED ON THE NORTH BY A SAND AND CORAL RUBBLE
 DE5202'BURM WHICH
 DE5202'PROBABLY WASHES OUT IN EXTREME SEA CONDITIONS.  THE SOUTH SIDE IF THE
 DE5202'TIDAL POOL CAN
 DE5202'BE CROSSED EASILY BY FOOT IN NORMAL SEA CONDITIONS AS IT IS SPANNED BY
 DE5202'SOLID
 DE5202'LIMESTONE LEDGE BUT PARTS OF THE TIDAL POOL APPEAR TO BE OF
 DE5202'SIGNIFICANT DEPTH.  THE MARK
 DE5202'IS A U.S. NAVY HYDROGRAPHIC OFFICE TRIANGULATION STATION BRONZE DISK
 DE5202'SET IN THE TOP OF AN
 DE5202'18 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 METER ABOVE
 DE5202'GROUND LEVEL
 DE5202'AND APPEARS TO BE QUITE STURDY AND WELL ANCHORED.  WIRE, REMAINS OF
 DE5202'WOOD STRIPS AND
 DE5202'RUSTY NAILS WERE OBSERVED ON THE SIDES OF THE MONUMENT INDICATING
 DE5202'POSSIBLE USE IN THE
 DE5202'NOT VERY DISTANT PAST.  IT IS THE ONLY MAN MADE FEATURE IN THE
 DE5202'VICINITY AND IS OBVIOUSLY A
 DE5202'PREFERRED ROOSTING LOCATION FOR AVIANS.  THE 1961 REPORT BY THE U.S.S.
 DE5202'DUVAL COUNTY
 DE5202'INDICATED THAT THERE WAS A 20 FT TALL SAFETY TOWER LOCATED ON THE WEST
 DE5202'SIDE OF THE
 DE5202'EASTERN SEGMENT OF THE ISLAND BUT ALL THAT WAS FOUND STANDING WAS ONE
 DE5202'RUSTED METAL
 DE5202'LEG OF THE STRUCTURE AND THE GROUND LITTERED IN THE VICINITY WITH
 DE5202'RUINS.
 DE5202' 
 DE5202'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1422 ***********************************************************************
 TU1422  DESIGNATION -  PEARL HARBOR EAST RADIO TOWER
 TU1422  PID         -  TU1422
 TU1422  STATE/COUNTY-  HI/HONOLULU
 TU1422  USGS QUAD   -  PEARL HARBOR (1983)
 TU1422
 TU1422                         *CURRENT SURVEY CONTROL
 TU1422  ___________________________________________________________________
 TU1422* NAD 83(1993)-  21 21 01.18127(N)    157 57 40.11013(W)     ADJUSTED  
 TU1422* LOCAL TIDAL -                                                        
 TU1422  ___________________________________________________________________
 TU1422  EPOCH DATE  -        1993.62
 TU1422  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 TU1422  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1422
 TU1422  HORZ ORDER  -  THIRD
 TU1422
 TU1422.The horizontal coordinates were established by classical geodetic methods
 TU1422.and adjusted by the National Geodetic Survey in December 1998..
 TU1422.The horizontal coordinates are valid at the epoch date displayed above.
 TU1422.The epoch date for horizontal control is a decimal equivalence
 TU1422.of Year/Month/Day.
 TU1422
 TU1422
 TU1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1422
 TU1422.The geoid height was determined by GEOID03.
 TU1422
 TU1422;                    North         East     Units Scale Factor Converg.
 TU1422;SPC HI 3     -    20,335.366   504,030.570   MT  0.99999020   +0 00 50.9
 TU1422;UTM  04      - 2,361,275.769   607,717.738   MT  0.99974338   +0 22 41.7
 TU1422
 TU1422                          SUPERSEDED SURVEY CONTROL
 TU1422
 TU1422  NAD 83(1986)-  21 21 01.13058(N)    157 57 40.11993(W) AD(       ) 4
 TU1422  OLD HI      -  21 21 12.51600(N)    157 57 49.98700(W) AD(       ) 3
 TU1422
 TU1422.Superseded values are not recommended for survey control.
 TU1422.NGS no longer adjusts projects to the OLD HI datum.
 TU1422.See file dsdata.txt to determine how the superseded data were derived.
 TU1422
 TU1422_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0771861276(NAD 83)
 TU1422
 TU1422  HISTORY     - Date     Condition        Report By
 TU1422  HISTORY     - 1927     MONUMENTED       CGS
 TU1422  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1422  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1422
 TU1422                          STATION DESCRIPTION
 TU1422
 TU1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1422'IN S OAHU, E SIDE OF ENTRANCE TO PEARL HARBOR, THE MOST E OF THREE
 TU1422'RADIO TOWERS.
 TU1422
 TU1422                          STATION RECOVERY (1964)
 TU1422
 TU1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1422'STATION IS GONE.  THERE ARE NO LONGER ANY RADIO TOWERS IN THE AREA.
 TU1422
 TU1422                          STATION RECOVERY (1995)
 TU1422
 TU1422'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1420 ***********************************************************************
 TU1420  DESIGNATION -  PEARL HARBOR ENT DATUM POINT
 TU1420  PID         -  TU1420
 TU1420  STATE/COUNTY-  HI/HONOLULU
 TU1420  USGS QUAD   -  PEARL HARBOR (1983)
 TU1420
 TU1420                         *CURRENT SURVEY CONTROL
 TU1420  ___________________________________________________________________
 TU1420* NAD 83(1993)-  21 18 34.18658(N)    157 57 31.28748(W)     ADJUSTED  
 TU1420* LOCAL TIDAL -                                                        
 TU1420  ___________________________________________________________________
 TU1420  EPOCH DATE  -        1993.62
 TU1420  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 TU1420  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU1420
 TU1420  HORZ ORDER  -  THIRD
 TU1420
 TU1420.The horizontal coordinates were established by classical geodetic methods
 TU1420.and adjusted by the National Geodetic Survey in December 1998..
 TU1420.The horizontal coordinates are valid at the epoch date displayed above.
 TU1420.The epoch date for horizontal control is a decimal equivalence
 TU1420.of Year/Month/Day.
 TU1420
 TU1420
 TU1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1420
 TU1420.The geoid height was determined by GEOID03.
 TU1420
 TU1420;                    North         East     Units Scale Factor Converg.
 TU1420;SPC HI 3     -    15,814.517   504,285.958   MT  0.99999023   +0 00 54.0
 TU1420;UTM  04      - 2,356,757.747   608,001.753   MT  0.99974414   +0 22 42.4
 TU1420
 TU1420                          SUPERSEDED SURVEY CONTROL
 TU1420
 TU1420  NAD 83(1986)-  21 18 34.12924(N)    157 57 31.30233(W) AD(       ) 4
 TU1420  OLD HI      -  21 18 45.51900(N)    157 57 41.14400(W) AD(       ) 3
 TU1420
 TU1420.Superseded values are not recommended for survey control.
 TU1420.NGS no longer adjusts projects to the OLD HI datum.
 TU1420.See file dsdata.txt to determine how the superseded data were derived.
 TU1420
 TU1420_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0800256758(NAD 83)
 TU1420
 TU1420  HISTORY     - Date     Condition        Report By
 TU1420  HISTORY     - 1925     MONUMENTED       CGS
 TU1420  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1420  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1420
 TU1420                          STATION DESCRIPTION
 TU1420
 TU1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1420'ON SOUTH COAST OF OAHU, EAST SIDE OF PEARL HARBOR ENTRANCE,
 TU1420'A PLATFORM ON CONCRETE PILE WITH VERTICAL BOARDING.
 TU1420
 TU1420                          STATION RECOVERY (1965)
 TU1420
 TU1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1420'STATION IS GONE.  ALSO REPORTED DESTROYED IN 1944.
 TU1420
 TU1420                          STATION RECOVERY (1995)
 TU1420
 TU1420'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1410 ***********************************************************************
 TU1410  DESIGNATION -  PEARL HARBOR ESCAPE TRAIN TWR
 TU1410  PID         -  TU1410
 TU1410  STATE/COUNTY-  HI/HONOLULU
 TU1410  USGS QUAD   -  PEARL HARBOR (1983)
 TU1410
 TU1410                         *CURRENT SURVEY CONTROL
 TU1410  ___________________________________________________________________
 TU1410* NAD 83(1993)-  21 21 20.29570(N)    157 56 34.06438(W)     ADJUSTED  
 TU1410* LOCAL TIDAL -                                                        
 TU1410  ___________________________________________________________________
 TU1410  EPOCH DATE  -        1993.62
 TU1410  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 TU1410  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1410
 TU1410  HORZ ORDER  -  THIRD
 TU1410
 TU1410.The horizontal coordinates were established by classical geodetic methods
 TU1410.and adjusted by the National Geodetic Survey in December 1998..
 TU1410.The horizontal coordinates are valid at the epoch date displayed above.
 TU1410.The epoch date for horizontal control is a decimal equivalence
 TU1410.of Year/Month/Day.
 TU1410
 TU1410
 TU1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1410
 TU1410.The geoid height was determined by GEOID03.
 TU1410
 TU1410;                    North         East     Units Scale Factor Converg.
 TU1410;SPC HI 3     -    20,923.825   505,933.297   MT  0.99999043   +0 01 15.0
 TU1410;UTM  04      - 2,361,876.162   609,616.222   MT  0.99974848   +0 23 06.1
 TU1410
 TU1410                          SUPERSEDED SURVEY CONTROL
 TU1410
 TU1410  NAD 83(1986)-  21 21 20.24504(N)    157 56 34.07433(W) AD(       ) 4
 TU1410  OLD HI      -  21 21 31.62300(N)    157 56 43.95200(W) AD(       ) 3
 TU1410
 TU1410.Superseded values are not recommended for survey control.
 TU1410.NGS no longer adjusts projects to the OLD HI datum.
 TU1410.See file dsdata.txt to determine how the superseded data were derived.
 TU1410
 TU1410_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0961661876(NAD 83)
 TU1410
 TU1410  HISTORY     - Date     Condition        Report By
 TU1410  HISTORY     - UNK      MONUMENTED
 TU1410  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1410  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1410  HISTORY     - 19951015 GOOD             USPSQD
 TU1410
 TU1410                          STATION DESCRIPTION
 TU1410
 TU1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1410'STATION WAS RECOVERED.
 TU1410'
 TU1410'LOCATED AT PEARL HARBOR, NEAR NORTH END OF THE NAVAL BASE,
 TU1410'ACROSS MORTON STREET FROM COMSUBPAC HEADQUARTERS.  IT IS A TAN,
 TU1410'STEEL, STANDPIPE ABOUT 125 FEET HIGH, WITH OCTAGON, WINDOWED
 TU1410'ROOM ON TOP AND OUTSIDE, SPIRAL STAIRS.  A SQUARE, CORRUGATED
 TU1410'METAL CHUTE RISES ALONG THE NORTH SIDE OF THE STANDPIPE AND
 TU1410'IS CONNECTED TO IT BY 3 CATWALKS.  TOP OF CHUTE IS ABOUT 10 FEET
 TU1410'HIGHER THAN ROOF OF OCTAGON ROOM.  AN ANGLE CHECK AT STATION
 TU1410'EWA CHURCH INDICATES THAT POINT INTERSECTED WAS CENTER OF
 TU1410'STANDPIPE AND OCTAGON ROOM.
 TU1410
 TU1410                          STATION RECOVERY (1969)
 TU1410
 TU1410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1410'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1410'DESCRIBED.
 TU1410
 TU1410                          STATION RECOVERY (1995)
 TU1410
 TU1410'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1425 ***********************************************************************
 TU1425  DESIGNATION -  PEARL HARBOR FORD IS CONT TWR
 TU1425  PID         -  TU1425
 TU1425  STATE/COUNTY-  HI/HONOLULU
 TU1425  USGS QUAD   -  PEARL HARBOR (1983)
 TU1425
 TU1425                         *CURRENT SURVEY CONTROL
 TU1425  ___________________________________________________________________
 TU1425* NAD 83(1993)-  21 21 38.30157(N)    157 57 41.35091(W)     ADJUSTED  
 TU1425* LOCAL TIDAL -                                                        
 TU1425  ___________________________________________________________________
 TU1425  EPOCH DATE  -        1993.62
 TU1425  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 TU1425  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1425
 TU1425  HORZ ORDER  -  THIRD
 TU1425
 TU1425.The horizontal coordinates were established by classical geodetic methods
 TU1425.and adjusted by the National Geodetic Survey in December 1998..
 TU1425.The horizontal coordinates are valid at the epoch date displayed above.
 TU1425.The epoch date for horizontal control is a decimal equivalence
 TU1425.of Year/Month/Day.
 TU1425
 TU1425
 TU1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1425
 TU1425.The geoid height was determined by GEOID03.
 TU1425
 TU1425;                    North         East     Units Scale Factor Converg.
 TU1425;SPC HI 3     -    21,477.019   503,994.541   MT  0.99999020   +0 00 50.5
 TU1425;UTM  04      - 2,362,416.888   607,674.463   MT  0.99974326   +0 22 41.9
 TU1425
 TU1425                          SUPERSEDED SURVEY CONTROL
 TU1425
 TU1425  NAD 83(1986)-  21 21 38.25223(N)    157 57 41.36077(W) AD(       ) 4
 TU1425  OLD HI      -  21 21 49.64400(N)    157 57 51.24237(W) AD(       ) 3
 TU1425
 TU1425.Superseded values are not recommended for survey control.
 TU1425.NGS no longer adjusts projects to the OLD HI datum.
 TU1425.See file dsdata.txt to determine how the superseded data were derived.
 TU1425
 TU1425_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0767462417(NAD 83)
 TU1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1425+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2004
 TU1425
 TU1425  HISTORY     - Date     Condition        Report By
 TU1425  HISTORY     - UNK      MONUMENTED
 TU1425  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1425  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1425  HISTORY     - 19951015 GOOD             USPSQD
 TU1425  HISTORY     - 20040326 GOOD             GEOCAC
 TU1425
 TU1425                          STATION DESCRIPTION
 TU1425
 TU1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FJT)
 TU1425'STATION WAS IDENTIFIED BY ANGLE AT SALT LAKE AND EWA CHURCH
 TU1425'TRIANGULATION STATIONS, AND RECOVERED.  IT IS A TALL, ENCLOSED
 TU1425'TOWER, OR STANDPIPE, PAINTED ALTERNATE RED AND WHITE, WITH AN
 TU1425'OCTAGONAL, GLASS-ENCLOSED, OBSERVATION ROOM MOUNTED ON TOP.  THE
 TU1425'TOWER IS ABOUT 195 FEET HIGH AND HAS AN EXTERNAL STAIRWAY RUNNING
 TU1425'UP THE EAST SIDE.
 TU1425
 TU1425                          STATION RECOVERY (1969)
 TU1425
 TU1425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1425'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1425'DESCRIBED BY F. J. TUCKER IN 1964.
 TU1425
 TU1425                          STATION RECOVERY (1995)
 TU1425
 TU1425'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1425'RECOVERED IN GOOD CONDITION.
 TU1425
 TU1425                          STATION RECOVERY (2004)
 TU1425
 TU1425'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1427 ***********************************************************************
 TU1427  DESIGNATION -  PEARL HARBOR LARGE WATER TANK
 TU1427  PID         -  TU1427
 TU1427  STATE/COUNTY-  HI/HONOLULU
 TU1427  USGS QUAD   -  PEARL HARBOR (1983)
 TU1427
 TU1427                         *CURRENT SURVEY CONTROL
 TU1427  ___________________________________________________________________
 TU1427* NAD 83(1993)-  21 21 28.93707(N)    157 57 47.30610(W)     ADJUSTED  
 TU1427* LOCAL TIDAL -                                                        
 TU1427  ___________________________________________________________________
 TU1427  EPOCH DATE  -        1993.62
 TU1427  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 TU1427  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1427
 TU1427  HORZ ORDER  -  THIRD
 TU1427
 TU1427.The horizontal coordinates were established by classical geodetic methods
 TU1427.and adjusted by the National Geodetic Survey in December 1998..
 TU1427.The horizontal coordinates are valid at the epoch date displayed above.
 TU1427.The epoch date for horizontal control is a decimal equivalence
 TU1427.of Year/Month/Day.
 TU1427
 TU1427
 TU1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1427
 TU1427.The geoid height was determined by GEOID03.
 TU1427
 TU1427;                    North         East     Units Scale Factor Converg.
 TU1427;SPC HI 3     -    21,188.965   503,823.037   MT  0.99999018   +0 00 48.3
 TU1427;UTM  04      - 2,362,127.822   607,504.836   MT  0.99974281   +0 22 39.6
 TU1427
 TU1427                          SUPERSEDED SURVEY CONTROL
 TU1427
 TU1427  NAD 83(1986)-  21 21 28.88684(N)    157 57 47.31600(W) AD(       ) 4
 TU1427  OLD HI      -  21 21 40.30600(N)    157 57 57.20000(W) AD(       ) 3
 TU1427
 TU1427.Superseded values are not recommended for survey control.
 TU1427.NGS no longer adjusts projects to the OLD HI datum.
 TU1427.See file dsdata.txt to determine how the superseded data were derived.
 TU1427
 TU1427_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0750562128(NAD 83)
 TU1427
 TU1427  HISTORY     - Date     Condition        Report By
 TU1427  HISTORY     - UNK      MONUMENTED
 TU1427  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1427  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1427  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1427
 TU1427                          STATION DESCRIPTION
 TU1427
 TU1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1427'IN S OAHU, IN PEARL HARBOR, ON FORD ISLAND, A LONE TANK ON A VERY
 TU1427'HIGH FRAME.  IT HAS SUPERSTRUCTURE FOR OBSERVATION PURPOSES.
 TU1427
 TU1427                          STATION RECOVERY (1964)
 TU1427
 TU1427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1427'STATION IS GONE.  THE ONLY HIGH STRUCTURE REMAINING ON FORD
 TU1427'ISLAND IS THE FORD ISLAND CONTROL TOWER.
 TU1427
 TU1427                          STATION RECOVERY (1995)
 TU1427
 TU1427'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1409 ***********************************************************************
 TU1409  DESIGNATION -  PEARL HARBOR MAKALAPA W RAD TR
 TU1409  PID         -  TU1409
 TU1409  STATE/COUNTY-  HI/HONOLULU
 TU1409  USGS QUAD   -  PEARL HARBOR (1983)
 TU1409
 TU1409                         *CURRENT SURVEY CONTROL
 TU1409  ___________________________________________________________________
 TU1409* NAD 83(1993)-  21 21 11.43822(N)    157 56 02.57590(W)     ADJUSTED  
 TU1409* LOCAL TIDAL -                                                        
 TU1409  ___________________________________________________________________
 TU1409  EPOCH DATE  -        1993.62
 TU1409  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 TU1409  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1409
 TU1409  HORZ ORDER  -  THIRD
 TU1409
 TU1409.The horizontal coordinates were established by classical geodetic methods
 TU1409.and adjusted by the National Geodetic Survey in December 1998..
 TU1409.The horizontal coordinates are valid at the epoch date displayed above.
 TU1409.The epoch date for horizontal control is a decimal equivalence
 TU1409.of Year/Month/Day.
 TU1409
 TU1409
 TU1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1409
 TU1409.The geoid height was determined by GEOID03.
 TU1409
 TU1409;                    North         East     Units Scale Factor Converg.
 TU1409;SPC HI 3     -    20,651.761   506,840.639   MT  0.99999058   +0 01 26.4
 TU1409;UTM  04      - 2,361,609.936   610,525.056   MT  0.99975095   +0 23 17.4
 TU1409
 TU1409                          SUPERSEDED SURVEY CONTROL
 TU1409
 TU1409  NAD 83(1986)-  21 21 11.38628(N)    157 56 02.58646(W) AD(       ) 4
 TU1409  OLD HI      -  21 21 22.75900(N)    157 56 12.46500(W) AD(       ) 3
 TU1409
 TU1409.Superseded values are not recommended for survey control.
 TU1409.NGS no longer adjusts projects to the OLD HI datum.
 TU1409.See file dsdata.txt to determine how the superseded data were derived.
 TU1409
 TU1409_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1052561610(NAD 83)
 TU1409
 TU1409  HISTORY     - Date     Condition        Report By
 TU1409  HISTORY     - UNK      MONUMENTED
 TU1409  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1409  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1409
 TU1409                          STATION DESCRIPTION
 TU1409
 TU1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1409'STATION WAS IDENTIFIED BY ANGLE FROM EWA CHURCH AND RECOVERED.
 TU1409'
 TU1409'LOCATED ABOUT 1-1/2 MILES SOUTH OF AIEA, IN A WIDE DRAW, ALONG
 TU1409'EAST SIDE OF KAMEHAMEHA HIGHWAY AND ON SOUTH SIDE OF MAKALAPA
 TU1409'DRIVE, 0.1 MILE EAST OF THE JUNCTION OF THESE TWO ROADS.
 TU1409'
 TU1409'STATION IS WEST ONE OF THREE IDENTICAL TOWERS THAT SET IN A
 TU1409'TRIANGLE ABOUT 400 FEET ON A SIDE.  BUILDING NO. 200 SETS IN
 TU1409'THE CENTER OF THE TRIANGLE.  THE TOWERS ARE THREE-LEGGED,
 TU1409'SKELETON STEEL STRUCTURES ABOUT 150 FEET HIGH.  ALL 3 HAVE A
 TU1409'SMALL CATWALK WITH GUARDRAILS, MOUNTED ON TOP.  THE TOWERS ARE
 TU1409'PAINTED ALTERNATE RED AND WHITE.
 TU1409
 TU1409                          STATION RECOVERY (1969)
 TU1409
 TU1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1409'INTERSECTION STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1428 ***********************************************************************
 TU1428  DESIGNATION -  PEARL HARBOR SOUTH RADIO TOWER
 TU1428  PID         -  TU1428
 TU1428  STATE/COUNTY-  HI/HONOLULU
 TU1428  USGS QUAD   -  PEARL HARBOR (1983)
 TU1428
 TU1428                         *CURRENT SURVEY CONTROL
 TU1428  ___________________________________________________________________
 TU1428* NAD 83(1993)-  21 20 54.08982(N)    157 57 48.93466(W)     ADJUSTED  
 TU1428* LOCAL TIDAL -                                                        
 TU1428  ___________________________________________________________________
 TU1428  EPOCH DATE  -        1993.62
 TU1428  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 TU1428  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1428
 TU1428  HORZ ORDER  -  THIRD
 TU1428
 TU1428.The horizontal coordinates were established by classical geodetic methods
 TU1428.and adjusted by the National Geodetic Survey in December 1998..
 TU1428.The horizontal coordinates are valid at the epoch date displayed above.
 TU1428.The epoch date for horizontal control is a decimal equivalence
 TU1428.of Year/Month/Day.
 TU1428
 TU1428
 TU1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1428
 TU1428.The geoid height was determined by GEOID03.
 TU1428
 TU1428;                    North         East     Units Scale Factor Converg.
 TU1428;SPC HI 3     -    20,117.202   503,776.364   MT  0.99999018   +0 00 47.7
 TU1428;UTM  04      - 2,361,056.050   607,464.986   MT  0.99974271   +0 22 38.4
 TU1428
 TU1428                          SUPERSEDED SURVEY CONTROL
 TU1428
 TU1428  NAD 83(1986)-  21 20 54.03901(N)    157 57 48.94449(W) AD(       ) 4
 TU1428  OLD HI      -  21 21 05.41100(N)    157 57 58.81800(W) AD(       ) 3
 TU1428
 TU1428.Superseded values are not recommended for survey control.
 TU1428.NGS no longer adjusts projects to the OLD HI datum.
 TU1428.See file dsdata.txt to determine how the superseded data were derived.
 TU1428
 TU1428_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0746561056(NAD 83)
 TU1428
 TU1428  HISTORY     - Date     Condition        Report By
 TU1428  HISTORY     - 1927     MONUMENTED       CGS
 TU1428  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1428  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1428
 TU1428                          STATION DESCRIPTION
 TU1428
 TU1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1428'IN S OAHU, E SIDE OF ENTRANCE TO PEARL HARBOR, THE MOST S OF THREE
 TU1428'RADIO MASTS.
 TU1428
 TU1428                          STATION RECOVERY (1964)
 TU1428
 TU1428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1428'STATION IS GONE.  THERE ARE NO LONGER ANY RADIO TOWERS IN THE AREA.
 TU1428
 TU1428                          STATION RECOVERY (1995)
 TU1428
 TU1428'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1414 ***********************************************************************
 TU1414  DESIGNATION -  PEARL HARBOR WATER TANK A
 TU1414  PID         -  TU1414
 TU1414  STATE/COUNTY-  HI/HONOLULU
 TU1414  USGS QUAD   -  PEARL HARBOR (1983)
 TU1414
 TU1414                         *CURRENT SURVEY CONTROL
 TU1414  ___________________________________________________________________
 TU1414* NAD 83(1993)-  21 21 02.27482(N)    157 57 14.82143(W)     ADJUSTED  
 TU1414* LOCAL TIDAL -                                                        
 TU1414  ___________________________________________________________________
 TU1414  EPOCH DATE  -        1993.62
 TU1414  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 TU1414  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1414
 TU1414  HORZ ORDER  -  THIRD
 TU1414
 TU1414.The horizontal coordinates were established by classical geodetic methods
 TU1414.and adjusted by the National Geodetic Survey in December 1998..
 TU1414.The horizontal coordinates are valid at the epoch date displayed above.
 TU1414.The epoch date for horizontal control is a decimal equivalence
 TU1414.of Year/Month/Day.
 TU1414
 TU1414
 TU1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1414
 TU1414.The geoid height was determined by GEOID03.
 TU1414
 TU1414;                    North         East     Units Scale Factor Converg.
 TU1414;SPC HI 3     -    20,369.195   504,759.190   MT  0.99999028   +0 01 00.1
 TU1414;UTM  04      - 2,361,314.219   608,445.949   MT  0.99974532   +0 22 50.9
 TU1414
 TU1414                          SUPERSEDED SURVEY CONTROL
 TU1414
 TU1414  NAD 83(1986)-  21 21 02.22416(N)    157 57 14.83111(W) AD(       ) 4
 TU1414  OLD HI      -  21 21 13.60200(N)    157 57 24.72500(W) AD(       ) 3
 TU1414
 TU1414.Superseded values are not recommended for survey control.
 TU1414.NGS no longer adjusts projects to the OLD HI datum.
 TU1414.See file dsdata.txt to determine how the superseded data were derived.
 TU1414
 TU1414_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0844661314(NAD 83)
 TU1414
 TU1414  HISTORY     - Date     Condition        Report By
 TU1414  HISTORY     - 1925     MONUMENTED       CGS
 TU1414  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1414  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1414  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1414
 TU1414                          STATION DESCRIPTION
 TU1414
 TU1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1414'IN S OAHU, ON E SIDE OF ENTRANCE TO PEARL HARBOR, A WATER TANK,
 TU1414'GRAY, ON HIGH STEEL FRAME, THE HIGHEST OF THREE.  NO SUPERSTRUCTURE.
 TU1414
 TU1414                          STATION RECOVERY (1956)
 TU1414
 TU1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1414'STATION INSIDE PEARL HARBOR NAVY BASE, ON THE SOUTH SIDE OF
 TU1414'AVENUE D AT SE CORNER OF BUILDING 64A.  IT IS AN ORANGE AND WHITE
 TU1414'CHECKED WATER TANK WITH SUPERSTRUCTURE (HOUSE).  THERE IS A SLATTED
 TU1414'TRIANGLE ON TOP OF THE HOUSE.
 TU1414
 TU1414                          STATION RECOVERY (1963)
 TU1414
 TU1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1414'STATION IS GONE.  THERE IS NOW ONLY ONE WATER TANK, WATER TANK
 TU1414'B, IN THE VICINITY.
 TU1414
 TU1414                          STATION RECOVERY (1995)
 TU1414
 TU1414'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1416 ***********************************************************************
 TU1416  DESIGNATION -  PEARL HARBOR WATER TANK B
 TU1416  PID         -  TU1416
 TU1416  STATE/COUNTY-  HI/HONOLULU
 TU1416  USGS QUAD   -  PEARL HARBOR (1983)
 TU1416
 TU1416                         *CURRENT SURVEY CONTROL
 TU1416  ___________________________________________________________________
 TU1416* NAD 83(1993)-  21 21 03.44643(N)    157 57 16.85188(W)     ADJUSTED  
 TU1416* LOCAL TIDAL -                                                        
 TU1416  ___________________________________________________________________
 TU1416  EPOCH DATE  -        1993.62
 TU1416  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 TU1416  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1416
 TU1416  HORZ ORDER  -  THIRD
 TU1416
 TU1416.The horizontal coordinates were established by classical geodetic methods
 TU1416.and adjusted by the National Geodetic Survey in December 1998..
 TU1416.The horizontal coordinates are valid at the epoch date displayed above.
 TU1416.The epoch date for horizontal control is a decimal equivalence
 TU1416.of Year/Month/Day.
 TU1416
 TU1416
 TU1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1416
 TU1416.The geoid height was determined by GEOID03.
 TU1416
 TU1416;                    North         East     Units Scale Factor Converg.
 TU1416;SPC HI 3     -    20,405.212   504,700.678   MT  0.99999027   +0 00 59.4
 TU1416;UTM  04      - 2,361,349.854   608,387.223   MT  0.99974517   +0 22 50.2
 TU1416
 TU1416                          SUPERSEDED SURVEY CONTROL
 TU1416
 TU1416  NAD 83(1986)-  21 21 03.39563(N)    157 57 16.86170(W) AD(       ) 4
 TU1416  OLD HI      -  21 21 14.78889(N)    157 57 26.74759(W) AD(       ) 3
 TU1416
 TU1416.Superseded values are not recommended for survey control.
 TU1416.NGS no longer adjusts projects to the OLD HI datum.
 TU1416.See file dsdata.txt to determine how the superseded data were derived.
 TU1416
 TU1416_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0838761350(NAD 83)
 TU1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1416+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2003
 TU1416
 TU1416  HISTORY     - Date     Condition        Report By
 TU1416  HISTORY     - 1925     MONUMENTED       CGS
 TU1416  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1416  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1416  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1416  HISTORY     - 19951015 GOOD             USPSQD
 TU1416  HISTORY     - 20030716 GOOD             GEOCAC
 TU1416
 TU1416                          STATION DESCRIPTION
 TU1416
 TU1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1416'IN S OAHU, ON E SIDE OF ENTRANCE TO PEARL HARBOR, A WATER TANK,
 TU1416'GRAY, ON HIGH STEEL FRAME.  HAS SUPERSTRUCTURE.
 TU1416
 TU1416                          STATION RECOVERY (1956)
 TU1416
 TU1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1416'STATION IS INSIDE PEARL HARBOR NAVY BASE, ON THE SOUTH SIDE OF
 TU1416'AVENUE D ON SOUTH SIDE OF BUILDING 64.  IT IS AN ORANGE AND WHITE
 TU1416'CHECKED WATER TANK WITH SUPERSTRUCTURE (HOUSE).  RADIO MAST ON TOP
 TU1416'OF HOUSE.
 TU1416
 TU1416                          STATION RECOVERY (1963)
 TU1416
 TU1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1416'STATION WAS RECOVERED.  IT IS ON THE PEARL HARBOR NAVY BASE, IN
 TU1416'THE SOUTH ANGLE OF THE INTERSECTION OF AVENUE D AND 7TH AVENUE,
 TU1416'AT THE SOUTHWEST SIDE OF BUILDING NO. 64 AND NEAR THE NORTHWEST
 TU1416'END OF BUILDING NO. 64A (THE NAVY POST OFFICE BUILDING).
 TU1416'
 TU1416'STATION IS LARGE, ORANGE AND WHITE CHECKED, WATER TANK MOUNTED
 TU1416'ATOP 8 STEEL GIRDER LEGS.  THERE IS A GLASS ENCLOSED CONTROL
 TU1416'BOOTH ON TOP OF THE TANK, WITH A LARGE MAST WITH CROSS-ARM
 TU1416'EXTENDING ABOVE IT.  TOP OF CONTROL BOOTH IS ABOUT 170 FEET ABOVE
 TU1416'GROUND.
 TU1416
 TU1416                          STATION RECOVERY (1969)
 TU1416
 TU1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1416'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1416
 TU1416                          STATION RECOVERY (1995)
 TU1416
 TU1416'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1416'RECOVERED IN GOOD CONDITION.
 TU1416
 TU1416                          STATION RECOVERY (2003)
 TU1416
 TU1416'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU1416'AVENUE D HAS BEEN RENAMED PAUL HAMILTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1417 ***********************************************************************
 TU1417  DESIGNATION -  PEARL HARBOR WATER TANK C
 TU1417  PID         -  TU1417
 TU1417  STATE/COUNTY-  HI/HONOLULU
 TU1417  USGS QUAD   -  PEARL HARBOR (1983)
 TU1417
 TU1417                         *CURRENT SURVEY CONTROL
 TU1417  ___________________________________________________________________
 TU1417* NAD 83(1993)-  21 21 03.44198(N)    157 57 18.06409(W)     ADJUSTED  
 TU1417* LOCAL TIDAL -                                                        
 TU1417  ___________________________________________________________________
 TU1417  EPOCH DATE  -        1993.62
 TU1417  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 TU1417  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1417
 TU1417  HORZ ORDER  -  THIRD
 TU1417
 TU1417.The horizontal coordinates were established by classical geodetic methods
 TU1417.and adjusted by the National Geodetic Survey in December 1998..
 TU1417.The horizontal coordinates are valid at the epoch date displayed above.
 TU1417.The epoch date for horizontal control is a decimal equivalence
 TU1417.of Year/Month/Day.
 TU1417
 TU1417
 TU1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1417
 TU1417.The geoid height was determined by GEOID03.
 TU1417
 TU1417;                    North         East     Units Scale Factor Converg.
 TU1417;SPC HI 3     -    20,405.065   504,665.751   MT  0.99999027   +0 00 59.0
 TU1417;UTM  04      - 2,361,349.485   608,352.307   MT  0.99974507   +0 22 49.8
 TU1417
 TU1417                          SUPERSEDED SURVEY CONTROL
 TU1417
 TU1417  NAD 83(1986)-  21 21 03.39138(N)    157 57 18.07381(W) AD(       ) 4
 TU1417  OLD HI      -  21 21 14.76800(N)    157 57 27.96700(W) AD(       ) 3
 TU1417
 TU1417.Superseded values are not recommended for survey control.
 TU1417.NGS no longer adjusts projects to the OLD HI datum.
 TU1417.See file dsdata.txt to determine how the superseded data were derived.
 TU1417
 TU1417_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0835261349(NAD 83)
 TU1417
 TU1417  HISTORY     - Date     Condition        Report By
 TU1417  HISTORY     - 1925     MONUMENTED       CGS
 TU1417  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1417  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1417
 TU1417                          STATION DESCRIPTION
 TU1417
 TU1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1417'IN S OAHU, E SIDE OF ENTRANCE TO PEARL HARBOR, A WATER TANK, GRAY,
 TU1417'ON STEEL FRAME.  THE LOWEST TANK OF GROUP OF THREE.
 TU1417
 TU1417                          STATION RECOVERY (1963)
 TU1417
 TU1417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1417'STATION IS GONE.  IT WAS ALSO REPORTED LOST IN 1956.  THERE IS
 TU1417'NOW ONLY ONE TANK, WATER TANK B IN THE VICINITY.
 TU1417
 TU1417                          STATION RECOVERY (1995)
 TU1417
 TU1417'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1649 ***********************************************************************
 TU1649  DESIGNATION -  PEARL HARBOR WEST LOCH TANK
 TU1649  PID         -  TU1649
 TU1649  STATE/COUNTY-  HI/HONOLULU
 TU1649  USGS QUAD   -  PEARL HARBOR (1983)
 TU1649
 TU1649                         *CURRENT SURVEY CONTROL
 TU1649  ___________________________________________________________________
 TU1649* NAD 83(1993)-  21 21 08.65840(N)    158 00 19.99656(W)     ADJUSTED  
 TU1649* LOCAL TIDAL -                                                        
 TU1649  ___________________________________________________________________
 TU1649  EPOCH DATE  -        1993.62
 TU1649  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 TU1649  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1649
 TU1649  HORZ ORDER  -  THIRD
 TU1649
 TU1649.The horizontal coordinates were established by classical geodetic methods
 TU1649.and adjusted by the National Geodetic Survey in December 1998..
 TU1649.The horizontal coordinates are valid at the epoch date displayed above.
 TU1649.The epoch date for horizontal control is a decimal equivalence
 TU1649.of Year/Month/Day.
 TU1649
 TU1649
 TU1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1649
 TU1649.The geoid height was determined by GEOID03.
 TU1649
 TU1649;                    North         East     Units Scale Factor Converg.
 TU1649;SPC HI 3     -    20,564.843   499,423.858   MT  0.99999000   -0 00 07.3
 TU1649;UTM  04      - 2,361,475.915   603,110.825   MT  0.99973138   +0 21 43.6
 TU1649
 TU1649                          SUPERSEDED SURVEY CONTROL
 TU1649
 TU1649  NAD 83(1986)-  21 21 08.60736(N)    158 00 20.00693(W) AD(       ) 4
 TU1649  OLD HI      -  21 21 19.99577(N)    158 00 29.89069(W) AD(       ) 3
 TU1649
 TU1649.Superseded values are not recommended for survey control.
 TU1649.NGS no longer adjusts projects to the OLD HI datum.
 TU1649.See file dsdata.txt to determine how the superseded data were derived.
 TU1649
 TU1649_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0311161476(NAD 83)
 TU1649
 TU1649  HISTORY     - Date     Condition        Report By
 TU1649  HISTORY     - 1932     MONUMENTED       CGS
 TU1649  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1649  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1649  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1649  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1649
 TU1649                          STATION DESCRIPTION
 TU1649
 TU1649'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CKG)
 TU1649'THE TALL WATER TANK ON A STEEL SKELETON STRUCTURE ABOUT 100 FEET
 TU1649'HIGH, BUILT IN 1932, AT THE AMMUNITION DEPOT NEAR THE S SHORE OF
 TU1649'WEST LOCH, PEARL HARBOR.  A CONSPICUOUS OBJECT FROM ALL
 TU1649'DIRECTIONS.  IN 1932 THE TANK WAS PAINTED RED.
 TU1649
 TU1649                          STATION RECOVERY (1956)
 TU1649
 TU1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1649'STATION IS ON OAHU ISLAND, ABOUT 2-1/2 MILES NORTHWEST OF PEARL
 TU1649'HARBOR ENTRANCE, ON SOUTH SHORE OF WEST LOCH, AND 100 YARDS INSIDE
 TU1649'GATE NO. 1 OF WEST LOCH AMMUNITION DEPOT ON WEST LOCH ROAD.  IT IS
 TU1649'AN IRON WATER TANK, ROUND, WITH FLAT TOP, PAINTED BLUE-GREEN AND
 TU1649'APPROXIMATELY 130 FEET HIGH.  THERE IS AN ENCLOSED LADDER ON SE
 TU1649'LEG LEADING TO WATER TANK (WHICH IS 37 FT HIGH).
 TU1649
 TU1649                          STATION RECOVERY (1964)
 TU1649
 TU1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1649'THE STATION WAS RECOVERED.
 TU1649'
 TU1649'LOCATED ABOUT 3 MILES EAST OF EWA, ALONG THE SOUTH SIDE OF THE
 TU1649'WEST LOCH CHANNEL, AT THE WEST LOCH AMMUNITION DEPOT.
 TU1649'
 TU1649'STATION IS CENTER OF ELEVATED TANK WITH ROUNDED BOTTOM AND FLAT
 TU1649'TOP, SUPPORTED BY 4 STEEL LEGS.  THE TANK IS NOW PAINTED ORANGE
 TU1649'AND WHITE CHECKERED PATTERN WITH VERY LARGE SQUARES, TWO SQUARES
 TU1649'VERTICALLY COVERING THE HEIGHT OF THE TANK.  TOP OF TANK IS ABOUT
 TU1649'130 FEET ABOVE GROUND.  THERE IS A PAIR OF RED OBSTRUCTION LIGHTS
 TU1649'MOUNTED ON A BRACKET ON TOP OF A SINGLE, METAL POLE AT CENTER OF
 TU1649'TOP OF TANK.
 TU1649
 TU1649                          STATION RECOVERY (1969)
 TU1649
 TU1649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1649'RECOVERED AS DESCRIBED BY W. R. PORTER IN 1964.  THE INTERSECTION
 TU1649'STATION IS IN GOOD CONDITION.
 TU1649
 TU1649                          STATION RECOVERY (1995)
 TU1649
 TU1649'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1429 ***********************************************************************
 TU1429  DESIGNATION -  PEARL HARBOR WEST RADIO TOWER
 TU1429  PID         -  TU1429
 TU1429  STATE/COUNTY-  HI/HONOLULU
 TU1429  USGS QUAD   -  PEARL HARBOR (1983)
 TU1429
 TU1429                         *CURRENT SURVEY CONTROL
 TU1429  ___________________________________________________________________
 TU1429* NAD 83(1993)-  21 21 04.78862(N)    157 57 51.07581(W)     ADJUSTED  
 TU1429* LOCAL TIDAL -                                                        
 TU1429  ___________________________________________________________________
 TU1429  EPOCH DATE  -        1993.62
 TU1429  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 TU1429  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1429
 TU1429  HORZ ORDER  -  THIRD
 TU1429
 TU1429.The horizontal coordinates were established by classical geodetic methods
 TU1429.and adjusted by the National Geodetic Survey in December 1998..
 TU1429.The horizontal coordinates are valid at the epoch date displayed above.
 TU1429.The epoch date for horizontal control is a decimal equivalence
 TU1429.of Year/Month/Day.
 TU1429
 TU1429
 TU1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1429
 TU1429.The geoid height was determined by GEOID03.
 TU1429
 TU1429;                    North         East     Units Scale Factor Converg.
 TU1429;SPC HI 3     -    20,446.237   503,714.597   MT  0.99999017   +0 00 46.9
 TU1429;UTM  04      - 2,361,384.604   607,401.145   MT  0.99974254   +0 22 37.8
 TU1429
 TU1429                          SUPERSEDED SURVEY CONTROL
 TU1429
 TU1429  NAD 83(1986)-  21 21 04.73792(N)    157 57 51.08568(W) AD(       ) 4
 TU1429  OLD HI      -  21 21 16.12200(N)    157 58 00.95600(W) AD(       ) 3
 TU1429
 TU1429.Superseded values are not recommended for survey control.
 TU1429.NGS no longer adjusts projects to the OLD HI datum.
 TU1429.See file dsdata.txt to determine how the superseded data were derived.
 TU1429
 TU1429_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0740161385(NAD 83)
 TU1429
 TU1429  HISTORY     - Date     Condition        Report By
 TU1429  HISTORY     - 1925     MONUMENTED       CGS
 TU1429  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1429  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1429
 TU1429                          STATION DESCRIPTION
 TU1429
 TU1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1429'IN S OAHU, E SIDE OF ENTRANCE TO PEARL HARBOR, THE MOST W OF THREE
 TU1429'RADIO MASTS.
 TU1429
 TU1429                          STATION RECOVERY (1964)
 TU1429
 TU1429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1429'STATION IS GONE.  THERE ARE NO LONGER ANY RADIO TOWERS IN THE AREA.
 TU1429
 TU1429                          STATION RECOVERY (1995)
 TU1429
 TU1429'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1999 ***********************************************************************
 TU1999  FBN         -  This is a Federal Base Network Control Station.
 TU1999  DESIGNATION -  PELE RESET
 TU1999  PID         -  TU1999
 TU1999  STATE/COUNTY-  HI/KAUAI
 TU1999  USGS QUAD   -  MAKAHA POINT (1983)
 TU1999
 TU1999                         *CURRENT SURVEY CONTROL
 TU1999  ___________________________________________________________________
 TU1999* NAD 83(1993)-  22 04 50.53718(N)    159 39 59.33924(W)     ADJUSTED  
 TU1999* LOCAL TIDAL -      1116.1    (meters)    3662.     (feet)  GPS OBS   
 TU1999  ___________________________________________________________________
 TU1999  EPOCH DATE  -        1993.62
 TU1999  X           -  -5,545,645.041 (meters)                     COMP
 TU1999  Y           -  -2,055,085.183 (meters)                     COMP
 TU1999  Z           -   2,383,122.516 (meters)                     COMP
 TU1999  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 TU1999  ELLIP HEIGHT-        1133.77  (meters)          (11/30/94) GPS OBS
 TU1999  GEOID HEIGHT-          16.95  (meters)                     GEOID03
 TU1999
 TU1999  HORZ ORDER  -  A
 TU1999  ELLP ORDER  -  THIRD     CLASS II
 TU1999
 TU1999.The horizontal coordinates were established by GPS observations
 TU1999.and adjusted by the National Geodetic Survey in November 1994..
 TU1999.The horizontal coordinates are valid at the epoch date displayed above.
 TU1999.The epoch date for horizontal control is a decimal equivalence
 TU1999.of Year/Month/Day.
 TU1999
 TU1999.The orthometric height was determined by GPS observations and a
 TU1999.high-resolution geoid model.
 TU1999
 TU1999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1999
 TU1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1999
 TU1999.The ellipsoidal height was determined by GPS observations
 TU1999.and is referenced to NAD 83.
 TU1999
 TU1999.The geoid height was determined by GEOID03.
 TU1999
 TU1999;                    North         East     Units Scale Factor Converg.
 TU1999;SPC HI 4     -    27,400.474   482,818.494   MT  0.99999365   -0 03 45.3
 TU1999;UTM  04      - 2,441,910.221   431,242.923   MT  0.99965841   -0 15 02.0
 TU1999
 TU1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1999!SPC HI 4     -   0.99982184  x   0.99999365  =   0.99981549
 TU1999!UTM  04      -   0.99982184  x   0.99965841  =   0.99948031
 TU1999
 TU1999|---------------------------------------------------------------------|
 TU1999| PID    Reference Object                     Distance      Geod. Az  |
 TU1999|                                                           dddmmss.s |
 TU1999| TU1998 3655                                  7.585 METERS 10239     |
 TU1999| CJ8928 PELE WM 1                            13.686 METERS 18900     |
 TU1999| TU1854 NAK                                 APPROX.14.2 KM 2150611.8 |
 TU1999| CJ8927 PELE RM                              13.496 METERS 32334     |
 TU1999| CJ8929 PELE WM 2                            13.503 METERS 32524     |
 TU1999|---------------------------------------------------------------------|
 TU1999
 TU1999                          SUPERSEDED SURVEY CONTROL
 TU1999
 TU1999  NAD 83(1986)-  22 04 50.50322(N)    159 39 59.36174(W) AD(       ) 2
 TU1999  OLD HI      -  22 05 01.80000(N)    159 40 09.41700(W) AD(       ) 2
 TU1999
 TU1999.Superseded values are not recommended for survey control.
 TU1999.NGS no longer adjusts projects to the OLD HI datum.
 TU1999.See file dsdata.txt to determine how the superseded data were derived.
 TU1999
 TU1999_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3124341910(NAD 83)
 TU1999_MARKER: DD = SURVEY DISK
 TU1999_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1999_SP_SET: IRREGULAR CONCRETE MASS
 TU1999_STAMPING: PELE 1926
 TU1999_MARK LOGO: NOS   
 TU1999_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU1999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1999+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU1999
 TU1999  HISTORY     - Date     Condition        Report By
 TU1999  HISTORY     - 1926     MONUMENTED       CGS
 TU1999  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1999  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1999  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1999  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1999  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1999  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU1999  HISTORY     - 1984     GOOD             USPSQD
 TU1999  HISTORY     - 1988     GOOD             USPSQD
 TU1999  HISTORY     - 19930807 GOOD             NOS
 TU1999
 TU1999                          STATION DESCRIPTION
 TU1999
 TU1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1999'IN WESTERN KAUAI, ON THE HIGH CONICAL PEAK NAMED PUU KA PELE,
 TU1999'ABOUT 13 KILOMETERS DUE NORTH OF WAIMEA.  THIS IS IDENTICAL WITH
 TU1999'STATION PUU KA PELE OF THE HAWAIIAN GOVERNMENT SURVEY, AND
 TU1999'WAS MARKED BY A 3-INCH GALVANIZED IRON PIPE SET UPRIGHT IN A
 TU1999'MASS OF CEMENT, AND SURROUNDED BY A CAIRN.  IN 1926 A STANDARD
 TU1999'TRIANGULATION DISK MARKED KAPELE, 1926 WAS CEMENTED INTO THE
 TU1999'PIPE, AND A STANDARD DISK REFERENCE MARK WAS SET IN ROCK
 TU1999'OUTCROP 13.70 METERS (4.9 FEET) FROM THE STATION IN AZIMUTH 143
 TU1999'DEG 23 MIN.  A UNITED STATES GEOLOGICAL SURVEY BENCH MARK
 TU1999'STAMPED 3655 IS 7.89 METERS (25.9 FEET) FROM THE STATION IN
 TU1999'AZIMUTH 282 DEG 36 MIN.
 TU1999
 TU1999                          STATION RECOVERY (1961)
 TU1999
 TU1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU1999'THE STATION MARK, REFERENCE MARK, AND A U.S. GEOLOGICAL SURVEY
 TU1999'BENCH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 TU1999'CONCRETE PLATFORM HAS BEEN BUILT AROUND THE STATION MARK.  A
 TU1999'LARGE DIFFERENCE IN DISTANCE AND DIRECTION TO THE REFERENCE MARK
 TU1999'AND BENCH MARK WERE NOTED.  A NEW DESCRIPTION FOLLOWS--
 TU1999'
 TU1999'THE STATION IS LOCATED ON THE SUMMIT OF PUU KA PELE MOUNTAIN.  IT
 TU1999'IS 8-1/2 MILES, AIRLINE, NORTH OF WAIMEA, 8-1/2 MILES, AIRLINE,
 TU1999'NORTH-NORTHEAST OF KEKAHA, AND 7-3/4 MILES, AIRLINE, EAST
 TU1999'NORTHEAST OF THE WEST COAST OF KAUAI ISLAD AT AN AREA KNOWN
 TU1999'AS BARKING SANDS.  IT IS 0.1 MILE EAST OF STATE HIGHWAY 55.
 TU1999'
 TU1999'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS, GO SOUTH
 TU1999'ON STATE HIGHWAY 55 FOR 4.55 MILES TO A ROAD LEFT AT A
 TU1999'TELEPHONE MICROWAVE STATION AND THE END OF TRUCK TRAVEL.  PACK
 TU1999'NORTHERLY UP THE HILL TO THE HIGHEST POINT AND THE STATION.  A
 TU1999'10 MINUTE PACK.
 TU1999'
 TU1999'THE STATION MARK, A STANDARD DISK STAMPED PELE 1926, IS SET IN
 TU1999'A MASS OF CONCRETE FLUSH WITH THE GROUND.  THE MARK IS SURROUNDED
 TU1999'BY AN 8-FOOT SQUARE CONCRETE BASE, WHICH HAS A 2-FOOT CONCRETE
 TU1999'MONUMENT BUILT OVER THE MARK.  THE MONUMENT HAS A 2-INCH OPENING
 TU1999'DOWN THROUGH IT WHICH ALLOWS FOR OPTICAL PLUMB, BUT IS TO SMALL
 TU1999'TO BE PLUMBED WITH A PLUMBOB.  THERE IS A SLOT RUNNING UNDER THE
 TU1999'MONUMENT.
 TU1999'
 TU1999'THE REFERENCE MARK IS A STANDARD DISK STAMPED PELE 1926.  IT IS
 TU1999'SET IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH PROJECTS
 TU1999'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 4 FEET LOWER THAN THE
 TU1999'STATION MARK.
 TU1999'
 TU1999'BENCH MARK 3655 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 3655
 TU1999'FT.  IT IS SET IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 TU1999'WHICH PROJECTS 3 FEET ABOVE THE GROUND.
 TU1999
 TU1999                          STATION RECOVERY (1962)
 TU1999
 TU1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1999'THE STATION MARK, REFERENCE MARK, AND A U.S. GEOLOGICAL SURVEY
 TU1999'BENCH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 TU1999'STATION WAS RECOVERED AS PER A RECOVERY NOTE BY WALTER R. HELM
 TU1999'IN 1961.
 TU1999'
 TU1999'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 TU1999
 TU1999                          STATION RECOVERY (1964)
 TU1999
 TU1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU1999'THE STATION MARK, REFERENCE MARK AND A U.S. GEOLOGICAL SURVEY
 TU1999'BENCH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 TU1999'COMPLETE AND NEW DESCRIPTION FOLLOWS.
 TU1999'
 TU1999'THE STATION IS LOCATED ON THE SUMMIT OF PUU KA PELE MOUNTAIN,
 TU1999'ABOUT 8.5 MILES NORTH OF WAIMEA, ABOUT 8.5 MILES NORTH-NORTHEAST
 TU1999'OF KEKAHA AND 0.1 MILE EAST OF STATE HIGHWAY 55.
 TU1999'
 TU1999'TO REACH THE STATION FROM THE KOKEE PARK HEADQUARTERS, GO
 TU1999'SOUTH ON STATE HIGHWAY 55 FOR 4.5 MILES TO A SIDE ROAD LEFT AND
 TU1999'THE HAWAII TELEPHONE MICROWAVE STATION AND THE END OF TRUCK
 TU1999'TRAVEL.  PACK NORTHERLY UP THE HILL TO THE HIGHEST POINT AND THE
 TU1999'STATION.  A 10 MINUTE PACK.
 TU1999'
 TU1999'THE STATION MARK, A STANDARD DISK STAMPED PELE 1926, IS SET
 TU1999'IN A MASS OF CONCRETE FLUSH WITH THE GROUND. THE MARK IS
 TU1999'SURROUNDED BY AN 8 FOOT SQUARE CONCRETE BASE, WHICH HAS A 2-FOOT
 TU1999'CONCRETE MONUMENT BUILT OVER THE MARK.  THE MONUMENT HAS A 2-INCH
 TU1999'OPENING DOWN THROUGH IT WHICH ALLOWS FOR OPTICAL PLUMB, BUT IS
 TU1999'TOO SMALL TO BE PLUMBED WITH A PLUMBOB.  THERE IS A SLOT RUNNING
 TU1999'UNDER THE MONUMENT.  IT IS 75 FEET NORTHWEST OF THE MICROWAVE
 TU1999'TOWER.
 TU1999'
 TU1999'THE REFERENCE MARK IS A STANDARD DISK STAMPED PELE 1926, IS
 TU1999'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 TU1999'PROJECTING 4 INCHES ABOVE THE GROUND.  IT IS 119 FEET NORTHWEST
 TU1999'OF THE MICROWAVE TOWER AND ABOUT 6 FEET LOWER THAN THE STATION.
 TU1999'
 TU1999'BENCH MARK 3655 IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 3655
 TU1999'FT, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 TU1999'PROJECTING 3 FEET ABOVE THE GROUND.  IT IS 50 FEET NORTH OF THE
 TU1999'MICROWAVE TOWER AND ABOUT 4 FEET LOWER THAN THE STATION.
 TU1999
 TU1999                          STATION RECOVERY (1966)
 TU1999
 TU1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1999'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1999'COMPLETE DESCRIPTION FOLLOWS--STATION IS LOCATED ABOUT 8-1/2
 TU1999'MILES NORTHEAST OF KEKAHA, ON THE SUMMIT OF PUU KA PELE, A
 TU1999'PEAK OF ABOUT 3662 FEET ELEVATION, ON THE RIM OF WAIMEA CANYON
 TU1999'AND ALONG THE EAST SIDE OF STATE HIGHWAY 55.  THERE IS A
 TU1999'TELEPHONE COMPANY MICRO-WAVE RELAY TOWER ON THIS HILL.
 TU1999'
 TU1999'TO REACH STATION FROM THE POST OFFICE IN KEKAHA, GO NORTHWEST
 TU1999'FOR 0.2 MILE.  TURN RIGHT AND FOLLOW STATE HIGHWAY 55 FOR 12.1
 TU1999'MILES TO PUU KA PELE ON RIGHT.  GO RIGHT 0.05 MILE TO TELEPHONE
 TU1999'COMPANY BUILDING AND END OF TRUCK TRAVEL.  PACK UP STEEP HILL
 TU1999'ABOUT 150 YARDS TO STATION.
 TU1999'
 TU1999'STATION MARK IS A STANDARD DISK STAMPED PELE 1926, SET IN
 TU1999'CONCRETE 6 INCHES BENEATH A 6 X 6-FOOT, CONCRETE PLATFORM, ON
 TU1999'HIGHEST POINT OF HILL, 66 FEET NORTHWEST OF THE MICRO-WAVE
 TU1999'RELAY TOWER.  A RED AND WHITE, METAL SIGNAL EXTENDS FROM THE
 TU1999'CENTER OF THE CONCRETE PLATFORM.
 TU1999'
 TU1999'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PELE 1927,
 TU1999'CEMENTED IN A DRILL HOLE IN A ROUND, 6-FOOT BOULDER THAR PROJECTS
 TU1999'4 FEET ON THE NORTHWEST SIDE AND IS FLUSH WITH GROUND ON THE
 TU1999'UPHILL SIDE.  IT IS IN BRUSH, UNDER A EUCALYPTUS TREE AND 9
 TU1999'FEET LOWER THAN STATION MARK.
 TU1999'
 TU1999'USGS BENCH MARK 3655 SERVES AS REFERENCE MARK NUMBER TWO.  IT IS
 TU1999'A BRONZE USGS DISK STAMPED 3655, CEMENTED IN A DRILL HOLE IN A
 TU1999'3-FOOT BOULDER THAT PROJECTS 2 FEET.  IT IS ON EAST SLOPE OF
 TU1999'HILLTOP AND 4.5 FEET LOWER THAN THE STATION MARK.
 TU1999
 TU1999                          STATION RECOVERY (1968)
 TU1999
 TU1999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU1999'THE STATION MARK, REFERENCE MARK, AND A U.S. GEOLOGICAL SURVEY
 TU1999'BENCH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  ALL
 TU1999'MARKS FOUND TO BE AS DESCRIBED IN 1961.
 TU1999
 TU1999                          STATION RECOVERY (1984)
 TU1999
 TU1999'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1999'PELE 1926 RECOVERED GOOD.  STATION MARK, REFERENCE MARK AND USGS
 TU1999'3655 WERE RECOVERED AS DESCRIBED BY DMW IN 1966.
 TU1999
 TU1999                          STATION RECOVERY (1988)
 TU1999
 TU1999'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1999'RECOVERED IN GOOD CONDITION.
 TU1999
 TU1999                          STATION RECOVERY (1993)
 TU1999
 TU1999'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU1999'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AH8366 ***********************************************************************
 AH8366  DESIGNATION -  PELINI
 AH8366  PID         -  AH8366
 AH8366  STATE/COUNTY-  HI/HAWAII
 AH8366  USGS QUAD   -  KA LAE (1982)
 AH8366
 AH8366                         *CURRENT SURVEY CONTROL
 AH8366  ___________________________________________________________________
 AH8366* NAD 83(1986)-  18 57 33.63865(N)    155 37 42.26804(W)     ADJUSTED  
 AH8366* LOCAL TIDAL -        50.0    (meters)     164.     (feet)  VERT ANG  
 AH8366  ___________________________________________________________________
 AH8366  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 AH8366  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 AH8366
 AH8366  HORZ ORDER  -  THIRD
 AH8366
 AH8366.The horizontal coordinates were established by classical geodetic methods
 AH8366.and adjusted by the National Geodetic Survey in August 2000..
 AH8366
 AH8366.The orthometric height was determined by vertical angle observations.
 AH8366
 AH8366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8366
 AH8366.The geoid height was determined by GEOID03.
 AH8366
 AH8366;                    North         East     Units Scale Factor Converg.
 AH8366;SPC HI 1     -    13,952.692   486,476.848   MT  0.99996893   -0 02 30.2
 AH8366;UTM  05      - 2,098,392.652   223,216.136   MT  1.00054713   -0 51 16.2
 AH8366
 AH8366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8366!SPC HI 1     -   0.99998973  x   0.99996893  =   0.99995866
 AH8366!UTM  05      -   0.99998973  x   1.00054713  =   1.00053685
 AH8366
 AH8366                          SUPERSEDED SURVEY CONTROL
 AH8366
 AH8366.No superseded survey control is available for this station.
 AH8366
 AH8366_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA2321698393(NAD 83)
 AH8366_MARKER: DD = SURVEY DISK
 AH8366_SETTING: 0 = UNSPECIFIED SETTING
 AH8366_STAMPING: PELINI 1979
 AH8366_MARK LOGO: NOS   
 AH8366_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8366
 AH8366  HISTORY     - Date     Condition        Report By
 AH8366  HISTORY     - 1979     MONUMENTED       NOS
 AH8366
 AH8366                          STATION DESCRIPTION
 AH8366
 AH8366'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (WLM)
 AH8366'THE STATION IS LOCATED ON A GRASSY HILL OVERLOOKING KAALUALU BAY ABOUT
 AH8366'4 MI (6.4 KM) NORTHEAST OF SOUTH POINT AND 1 MI (1.6 KM) WEST OF
 AH8366'KAMILO POINT ON THE SOUTHEAST COAST OF THE ISLAND OF HAWAII. TO REACH
 AH8366'FROM THE POST OFFICE IN NAALEHU GO WEST ON STATE HWY 11 FOR 5.0 MI
 AH8366'(8.0 KM) TO SOUTH POINT ROAD.  TURN LEFT AND GO SOUTH FOR 10.4 MI
 AH8366'(16.7 KM) ON SOUTH POINT ROAD TO A FORK ABOUT 1 MI (1.6 KM) NORTH OF
 AH8366'THE SOUTH POINT LIGHT.  CONTINUE STRAIGHT AT THE FORK AND FOLLOW THE
 AH8366'ROAD IN AN EASTERLY DIRECTION FOR 0.6 MI (1.0 KM) TO AN ABANDONED ARMY
 AH8366'AIR FIELD.  FOLLOW ROAD AT SHARP RIGHT TURN AT AIR FIELD AND PROCEED
 AH8366'SOUTH 0.5 MI (0.8 KM) TO BEACH AND BOAT LAUNCH.  TURN LEFT AND FOLLOW
 AH8366'POOR TRACK ROAD THRU LAVA FIELD 0.5 MI (0.8 KM) TO BOARD GATE.  PASS
 AH8366'THRU GATE AND FOLLOW BEACH ROAD FOR 2 MI (3.2 KM) TO REMAINS OF FENCE
 AH8366'AND OLD CATTLE GUARD GATE.  PASS THRU GATE AND FOLLOW BEACH ROAD
 AH8366'AROUND NORTH SIDE OF SMALL HILL ADJACENT TO BEACH. CONTINUE ON BEACH
 AH8366'ROAD THROUGH OPEN TERRAIN WITH SEVERAL GULLIES FOR 1.6 MI.  LEAVE ROAD
 AH8366'AND GO NORTHERLY ACROSS COUNTRY TO THE SUMMIT OF A LOW BROAD HILL
 AH8366'OVERLOOKING KAALUALU BAY AND THE STATION. STATION IS SET IN THE TOP OF
 AH8366'A WHITE 4 INCH DIAMETER PVC PIPE IMBEDDED AND PROJECTING ABOUT 6
 AH8366'INCHES ABOVE THE GROUND. REFERENCE MARK 1 IS A STANDARD DISK
 AH8366'STAMPED---PELINI 1979 RM1---SET IN THE TOP OF A WHITE 4 INCH DIAMETER
 AH8366'PVC PIPE IMBEDDED IN THE GROUND 16.226 M (53.235 FT) NORTHEAST OF THE
 AH8366'STATION AND AT ABOUT THE SAME LEVEL. REFERENCE MARK 2 IS A STANDARD
 AH8366'DISK STAMPED---PELINI 1979 RM2---SET IN THE TOP OF A WHITE 4 INCH
 AH8366'DIAMETER PVC PIPE IMBEDDED IN THE GROUND 8.753 M (28.717 FT) SOUTHEAST
 AH8366'AND AT THE SAME LEVEL AS THE STATION.  DISTANCES ARE SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2150 ***********************************************************************
 TU2150  DESIGNATION -  PEPEEKEO POINT LIGHT
 TU2150  PID         -  TU2150
 TU2150  STATE/COUNTY-  HI/HAWAII
 TU2150  USGS QUAD   -  PAPAIKOU (1994)
 TU2150
 TU2150                         *CURRENT SURVEY CONTROL
 TU2150  ___________________________________________________________________
 TU2150* NAD 83(1993)-  19 50 50.10664(N)    155 04 57.54268(W)     ADJUSTED  
 TU2150* LOCAL TIDAL -                                                        
 TU2150  ___________________________________________________________________
 TU2150  EPOCH DATE  -        1993.62
 TU2150  LAPLACE CORR-         -19.20  (seconds)                    DEFLEC99
 TU2150  GEOID HEIGHT-          17.19  (meters)                     GEOID03
 TU2150
 TU2150  HORZ ORDER  -  THIRD
 TU2150
 TU2150.The horizontal coordinates were established by classical geodetic methods
 TU2150.and adjusted by the National Geodetic Survey in December 1998..
 TU2150.The horizontal coordinates are valid at the epoch date displayed above.
 TU2150.The epoch date for horizontal control is a decimal equivalence
 TU2150.of Year/Month/Day.
 TU2150
 TU2150
 TU2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2150
 TU2150.The geoid height was determined by GEOID03.
 TU2150
 TU2150;                    North         East     Units Scale Factor Converg.
 TU2150;SPC HI 1     -   112,287.232   543,715.199   MT  0.99999028   +0 08 30.1
 TU2150;UTM  05      - 2,195,924.562   281,897.265   MT  1.00018799   -0 42 26.5
 TU2150
 TU2150                          SUPERSEDED SURVEY CONTROL
 TU2150
 TU2150  NAD 83(1986)-  19 50 50.07674(N)    155 04 57.55411(W) AD(       ) 4
 TU2150  OLD HI      -  19 51 01.04100(N)    155 05 07.50900(W) AD(       ) 3
 TU2150
 TU2150.Superseded values are not recommended for survey control.
 TU2150.NGS no longer adjusts projects to the OLD HI datum.
 TU2150.See file dsdata.txt to determine how the superseded data were derived.
 TU2150
 TU2150_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8189795925(NAD 83)
 TU2150
 TU2150  HISTORY     - Date     Condition        Report By
 TU2150  HISTORY     - 1949     MONUMENTED       CGS
 TU2150  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2150  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2150  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2150  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2150
 TU2150                          STATION DESCRIPTION
 TU2150
 TU2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2150'THE STATION IS THE CENTER OF THE LIGHT OF PEPEEKEO POINT LIGHTHOUSE
 TU2150'ON THE EAST COAST OF THE ISLAND OF HAWAII.
 TU2150'
 TU2150'THE LIGHT FLASHES WHITE AND IS MOUNTED OF A STEEL TOWER WHICH IS
 TU2150'ABOUT 75 FEET IN HEIGHT.  IT IS 147 FEET ABOVE THE OCEAN.
 TU2150'
 TU2150'THE STATION IS LOCATED ON PEPEEKEO POINT ABOUT 0.4 MILE SOUTH OF
 TU2150'ALIA POINT.
 TU2150
 TU2150                          STATION RECOVERY (1962)
 TU2150
 TU2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2150'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TU2150'STATION IS LOCATED ON THE WATER SIDE OF THE PLANTATION VILLAGE AND
 TU2150'NORTH OF A PLAYGROUND.
 TU2150
 TU2150                          STATION RECOVERY (1966)
 TU2150
 TU2150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2150'STATION WAS IDENTIFIED BY ANGLE CHECK AND RECOVERED.  LOCATED AT
 TU2150'NORTH END OF PEPEEKEO VILLAGE, ON PEPEEKEO POINT, AT NORTH END OF
 TU2150'LARGE LAWN AREA.  STATION IS CENTER OF FLASHING WHITE LIGHT MOUNTED
 TU2150'ATOP A WHITE, STEEL TOWER.  LIGHT IS ABOUT 57 FEET ABOVE GROUND
 TU2150'AND 142 ABOVE SEA LEVEL.
 TU2150
 TU2150                          STATION RECOVERY (1975)
 TU2150
 TU2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2150'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TU2150'DESIGNATED AS NO. 3671 IN THE PUBLICATION LIGHT LIST, VOLUME III,
 TU2150'PACIFIC COAST AND PACIFIC ISLANDS, 1975.
 TU2150'
 TU2150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2150'8-1/2 MILES NORTH OF HILO.
 TU2150
 TU2150                          STATION RECOVERY (1978)
 TU2150
 TU2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2150'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1966.
 TU2150'
 TU2150'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2150'8 MILES NORTH OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2156 ***********************************************************************
 TU2156  DESIGNATION -  PEPEEKEO RAD STA KIPA MAST
 TU2156  PID         -  TU2156
 TU2156  STATE/COUNTY-  HI/HAWAII
 TU2156  USGS QUAD   -  PAPAIKOU (1994)
 TU2156
 TU2156                         *CURRENT SURVEY CONTROL
 TU2156  ___________________________________________________________________
 TU2156* NAD 83(1993)-  19 50 51.87861(N)    155 04 59.37440(W)     ADJUSTED  
 TU2156* LOCAL TIDAL -                                                        
 TU2156  ___________________________________________________________________
 TU2156  EPOCH DATE  -        1993.62
 TU2156  LAPLACE CORR-         -19.21  (seconds)                    DEFLEC99
 TU2156  GEOID HEIGHT-          17.20  (meters)                     GEOID03
 TU2156
 TU2156  HORZ ORDER  -  THIRD
 TU2156
 TU2156.The horizontal coordinates were established by classical geodetic methods
 TU2156.and adjusted by the National Geodetic Survey in December 1998..
 TU2156.The horizontal coordinates are valid at the epoch date displayed above.
 TU2156.The epoch date for horizontal control is a decimal equivalence
 TU2156.of Year/Month/Day.
 TU2156
 TU2156
 TU2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2156
 TU2156.The geoid height was determined by GEOID03.
 TU2156
 TU2156;                    North         East     Units Scale Factor Converg.
 TU2156;SPC HI 1     -   112,341.589   543,661.768   MT  0.99999022   +0 08 29.5
 TU2156;UTM  05      - 2,195,979.716   281,844.636   MT  1.00018827   -0 42 27.2
 TU2156
 TU2156                          SUPERSEDED SURVEY CONTROL
 TU2156
 TU2156  NAD 83(1986)-  19 50 51.84830(N)    155 04 59.38646(W) AD(       ) 4
 TU2156  OLD HI      -  19 51 02.81074(N)    155 05 09.34818(W) AD(       ) 3
 TU2156
 TU2156.Superseded values are not recommended for survey control.
 TU2156.NGS no longer adjusts projects to the OLD HI datum.
 TU2156.See file dsdata.txt to determine how the superseded data were derived.
 TU2156
 TU2156_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8184595980(NAD 83)
 TU2156
 TU2156  HISTORY     - Date     Condition        Report By
 TU2156  HISTORY     - 1978     MONUMENTED       NGS
 TU2156
 TU2156                          STATION DESCRIPTION
 TU2156
 TU2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2156'LOCATED ABOUT 8 MILES NORTH OF THE CITY OF HILO, ON PEPEEKEO
 TU2156'POINT, ABOUT 250 FEET NORTHWEST OF PEPEEKEO POINT LIGHT (AN AID
 TU2156'TO NAVIGATION) AND IN A SMALL CLEARING ON THE EAST SIDE OF THE
 TU2156'HOUSES.
 TU2156'
 TU2156'THE STATION IS THE RED LIGHT ATOP A GUYED, 385 FOOT HIGH, SKELETON
 TU2156'STEEL MAST, OF RADIO STATION KIPA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2135 ***********************************************************************
 TU2135  DESIGNATION -  PEPEEKEO STACK
 TU2135  PID         -  TU2135
 TU2135  STATE/COUNTY-  HI/HAWAII
 TU2135  USGS QUAD   -  PAPAIKOU (1994)
 TU2135
 TU2135                         *CURRENT SURVEY CONTROL
 TU2135  ___________________________________________________________________
 TU2135* NAD 83(1993)-  19 50 33.15912(N)    155 05 08.33601(W)     ADJUSTED  
 TU2135* LOCAL TIDAL -                                                        
 TU2135  ___________________________________________________________________
 TU2135  EPOCH DATE  -        1993.62
 TU2135  LAPLACE CORR-         -19.33  (seconds)                    DEFLEC99
 TU2135  GEOID HEIGHT-          17.34  (meters)                     GEOID03
 TU2135
 TU2135  HORZ ORDER  -  THIRD
 TU2135
 TU2135.The horizontal coordinates were established by classical geodetic methods
 TU2135.and adjusted by the National Geodetic Survey in December 1998..
 TU2135.The horizontal coordinates are valid at the epoch date displayed above.
 TU2135.The epoch date for horizontal control is a decimal equivalence
 TU2135.of Year/Month/Day.
 TU2135
 TU2135
 TU2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2135
 TU2135.The geoid height was determined by GEOID03.
 TU2135
 TU2135;                    North         East     Units Scale Factor Converg.
 TU2135;SPC HI 1     -   111,765.318   543,402.434   MT  0.99998994   +0 08 26.3
 TU2135;UTM  05      - 2,195,407.237   281,576.738   MT  1.00018972   -0 42 29.6
 TU2135
 TU2135                          SUPERSEDED SURVEY CONTROL
 TU2135
 TU2135  NAD 83(1986)-  19 50 33.12969(N)    155 05 08.34737(W) AD(       ) 4
 TU2135  OLD HI      -  19 50 44.09000(N)    155 05 18.31000(W) AD(       ) 3
 TU2135
 TU2135.Superseded values are not recommended for survey control.
 TU2135.NGS no longer adjusts projects to the OLD HI datum.
 TU2135.See file dsdata.txt to determine how the superseded data were derived.
 TU2135
 TU2135_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8157795407(NAD 83)
 TU2135
 TU2135  HISTORY     - Date     Condition        Report By
 TU2135  HISTORY     - UNK      MONUMENTED
 TU2135  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2135
 TU2135                          STATION DESCRIPTION
 TU2135
 TU2135'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2135'STATION IS GONE.  THE STACK WAS REBUILT IN A DIFFERENT LOCATION
 TU2135'IN 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1721 ***********************************************************************
 TU1721  DESIGNATION -  PI MON 1 A
 TU1721  PID         -  TU1721
 TU1721  STATE/COUNTY-  HI/HONOLULU
 TU1721  USGS QUAD   -  WAIANAE (1983)
 TU1721
 TU1721                         *CURRENT SURVEY CONTROL
 TU1721  ___________________________________________________________________
 TU1721* NAD 83(1993)-  21 23 00.77610(N)    158 08 51.45508(W)     ADJUSTED  
 TU1721* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1721  ___________________________________________________________________
 TU1721  EPOCH DATE  -        1993.62
 TU1721  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 TU1721  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1721
 TU1721  HORZ ORDER  -  THIRD
 TU1721
 TU1721.The horizontal coordinates were established by classical geodetic methods
 TU1721.and adjusted by the National Geodetic Survey in December 1998..
 TU1721.The horizontal coordinates are valid at the epoch date displayed above.
 TU1721.The epoch date for horizontal control is a decimal equivalence
 TU1721.of Year/Month/Day.
 TU1721
 TU1721.The orthometric height was scaled from a topographic map.
 TU1721
 TU1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1721
 TU1721.The geoid height was determined by GEOID03.
 TU1721
 TU1721;                    North         East     Units Scale Factor Converg.
 TU1721;SPC HI 3     -    24,020.289   484,690.917   MT  0.99999289   -0 03 13.8
 TU1721;UTM  04      - 2,364,836.662   588,360.301   MT  0.99969648   +0 18 38.9
 TU1721
 TU1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1721!SPC HI 3     -   0.99999695  x   0.99999289  =   0.99998984
 TU1721!UTM  04      -   0.99999695  x   0.99969648  =   0.99969343
 TU1721
 TU1721:                Primary Azimuth Mark                     Grid Az
 TU1721:SPC HI 3     -  PC MON 173+79.31                         134 47 47.4
 TU1721:UTM  04      -  PC MON 173+79.31                         134 25 54.7
 TU1721
 TU1721|---------------------------------------------------------------------|
 TU1721| PID    Reference Object                     Distance      Geod. Az  |
 TU1721|                                                           dddmmss.s |
 TU1721| TU1720 PC MON 173+79.31                    APPROX. 0.9 KM 1344433.6 |
 TU1721|---------------------------------------------------------------------|
 TU1721
 TU1721                          SUPERSEDED SURVEY CONTROL
 TU1721
 TU1721  NAD 83(1986)-  21 23 00.72412(N)    158 08 51.46698(W) AD(       ) 3
 TU1721  OLD HI      -  21 23 12.10880(N)    158 09 01.35691(W) AD(       ) 3
 TU1721
 TU1721.Superseded values are not recommended for survey control.
 TU1721.NGS no longer adjusts projects to the OLD HI datum.
 TU1721.See file dsdata.txt to determine how the superseded data were derived.
 TU1721
 TU1721_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8836064837(NAD 83)
 TU1721
 TU1721  HISTORY     - Date     Condition        Report By
 TU1721  HISTORY     - 1970     MONUMENTED       HIDT
 TU1721
 TU1721                          STATION DESCRIPTION
 TU1721
 TU1721'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1721'TO REACH STATION FROM THE U.S. POST OFFICE, NANAKULI BRANCH,
 TU1721'AT THE INTERSECTION OF HIGHWAY 90 AND LUALUALEI NAVAL AMMUNITION
 TU1721'DEPOT ROAD, PROCEED 0.4 MILE SOUTHEAST ALONG HIGHWAY 90 TO
 TU1721'STATION.  STATION IS LOCATED ON THE NORTHEAST EDGE OF HIGHWAY 90,
 TU1721'AND IN A SOUTHWESTERLY DIRECTION FROM YUENS GROCERY,
 TU1721'BLDG. 87-2230, ABOUT THE WHITE LINE THAT DENOTES THE LIMITS OF
 TU1721'A FOUR LANE HIGHWAY.
 TU1721'
 TU1721'STATION MARK IS A STANDARD STATE HIGHWAY 1/2 INCH BRASS PIN SET
 TU1721'IN CONCRETE TO MARK THE CENTERLINES AND BASELINES OF
 TU1721'HIGHWAYS.  TIES TO STATION ARE--SE 47.2 FT. FROM THE SOUTHWEST
 TU1721'CORNER OF BLDG. 87-2230, SW 27.0 FT. FROM THE SOUTH CORNER OF
 TU1721'BLDG. 87-2230, SW 6.8 FT. FROM UTILITY POLE 54, SW 8.9 FT. FROM
 TU1721'THE END OF A STONEWALL, AND NE 22.3 FT. FROM THE CENTERLINE OF
 TU1721'HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2884 ***********************************************************************
 TU2884  DESIGNATION -  PICOS
 TU2884  PID         -  TU2884
 TU2884  STATE/COUNTY-  HI/MAUI
 TU2884  USGS QUAD   -  LUALAILUA HILLS (1983)
 TU2884
 TU2884                         *CURRENT SURVEY CONTROL
 TU2884  ___________________________________________________________________
 TU2884* NAD 83(1993)-  20 37 08.93791(N)    156 15 50.08038(W)     ADJUSTED  
 TU2884* LOCAL TIDAL -       376.     (meters)    1234.     (feet)  SCALED    
 TU2884  ___________________________________________________________________
 TU2884  EPOCH DATE  -        1993.62
 TU2884  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 TU2884  GEOID HEIGHT-          16.78  (meters)                     GEOID03
 TU2884
 TU2884  HORZ ORDER  -  THIRD
 TU2884
 TU2884.The horizontal coordinates were established by classical geodetic methods
 TU2884.and adjusted by the National Geodetic Survey in December 1998..
 TU2884.The horizontal coordinates are valid at the epoch date displayed above.
 TU2884.The epoch date for horizontal control is a decimal equivalence
 TU2884.of Year/Month/Day.
 TU2884
 TU2884.The orthometric height was scaled from a topographic map.
 TU2884
 TU2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2884
 TU2884.The geoid height was determined by GEOID03.
 TU2884
 TU2884;                    North         East     Units Scale Factor Converg.
 TU2884;SPC HI 2     -    31,693.686   541,978.808   MT  0.99998844   +0 08 30.6
 TU2884;UTM  04      - 2,282,397.757   785,155.579   MT  1.00060505   +0 57 51.0
 TU2884
 TU2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2884!SPC HI 2     -   0.99993827  x   0.99998844  =   0.99992671
 TU2884!UTM  04      -   0.99993827  x   1.00060505  =   1.00054328
 TU2884
 TU2884:                Primary Azimuth Mark                     Grid Az
 TU2884:SPC HI 2     -  MAWINI PUU 1882                          335 06 59.6
 TU2884:UTM  04      -  MAWINI PUU 1882                          334 17 39.2
 TU2884
 TU2884|---------------------------------------------------------------------|
 TU2884| PID    Reference Object                     Distance      Geod. Az  |
 TU2884|                                                           dddmmss.s |
 TU2884| TU2863 MAWINI PUU 1882                     APPROX. 3.1 KM 3351530.2 |
 TU2884|---------------------------------------------------------------------|
 TU2884
 TU2884                          SUPERSEDED SURVEY CONTROL
 TU2884
 TU2884  NAD 83(1986)-  20 37 08.90814(N)    156 15 50.08464(W) AD(       ) 3
 TU2884  OLD HI      -  20 37 20.36000(N)    156 16 00.17000(W) AD(       ) 3
 TU2884
 TU2884.Superseded values are not recommended for survey control.
 TU2884.NGS no longer adjusts projects to the OLD HI datum.
 TU2884.See file dsdata.txt to determine how the superseded data were derived.
 TU2884
 TU2884_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8515682398(NAD 83)
 TU2884_MARKER: W = UNMONUMENTED
 TU2884_SETTING: 0 = UNSPECIFIED SETTING
 TU2884
 TU2884  HISTORY     - Date     Condition        Report By
 TU2884  HISTORY     - UNK      MONUMENTED
 TU2884  HISTORY     - 1968     MARK NOT FOUND   CGS
 TU2884
 TU2884                          STATION DESCRIPTION
 TU2884
 TU2884'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2884'SEARCHED FOR BUT NOT FOUND, AND BELIEVED DESTROYED, OR NOT
 TU2884'PERMANENTLY MARKED.
 TU2884'
 TU2884'A TRIAL POINT WAS ESTABLISHED IN THE VICINITY BY TRIANGULATION
 TU2884'FROM STATIONS SHORE D AND LUALAILUA, AND A SEARCH MADE AT THE
 TU2884'DISTANCE AND ANGLE DETERMINED BY INVERSE FROM THIS POINT, BUT
 TU2884'NO MARK WAS FOUND.  A CROSS CHISELED INTO A ROCK WAS FOUND
 TU2884'NEARBY, HOWEVER AN ANGLE CHECK WITH INSTRUMENT SET OVER THE
 TU2884'CROSS INDICATED THAT THIS WAS NOT THE STATION.  IT WAS POSSIBLY
 TU2884'A REFERENCE MARK FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0015 ***********************************************************************
 TU0015  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0015  DESIGNATION -  PIER 1=TIDAL BM
 TU0015  PID         -  TU0015
 TU0015  STATE/COUNTY-  HI/HAWAII
 TU0015  USGS QUAD   -  HILO (1995)
 TU0015
 TU0015                         *CURRENT SURVEY CONTROL
 TU0015  ___________________________________________________________________
 TU0015* NAD 83(1986)-  19 43 59.     (N)    155 03 15.     (W)     SCALED    
 TU0015* LOCAL TIDAL -         2.291  (meters)       7.52   (feet)  ADJ UNCH  
 TU0015  ___________________________________________________________________
 TU0015  GEOID HEIGHT-          17.54  (meters)                     GEOID03
 TU0015
 TU0015  VERT ORDER  -  FIRST     CLASS I
 TU0015
 TU0015.The horizontal coordinates were scaled from a topographic map and have
 TU0015.an estimated accuracy of +/- 6 seconds.
 TU0015
 TU0015.The orthometric height was key entered from printed documents
 TU0015.and not key verified.
 TU0015
 TU0015.This Tidal Bench Mark is designated as VM 1661
 TU0015.by the Center for Operational Oceanographic Products and Services.
 TU0015
 TU0015.The geoid height was determined by GEOID03.
 TU0015
 TU0015;                    North         East    Units  Estimated Accuracy
 TU0015;SPC HI 1     -    99,650.      546,730.      MT  (+/- 180 meters Scaled)
 TU0015
 TU0015                          SUPERSEDED SURVEY CONTROL
 TU0015
 TU0015.No superseded survey control is available for this station.
 TU0015
 TU0015_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB847832(NAD 83)
 TU0015_MARKER: DB = BENCH MARK DISK
 TU0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0015_SP_SET: PIER
 TU0015_STAMPING: PIER 1
 TU0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0015
 TU0015  HISTORY     - Date     Condition        Report By
 TU0015  HISTORY     - UNK      MONUMENTED       DOD
 TU0015  HISTORY     - 1975     GOOD             NGS
 TU0015
 TU0015                          STATION DESCRIPTION
 TU0015
 TU0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0015'1.0 MI NE FROM HILO.
 TU0015'0.7 MILE NORTHEAST ALONG KALANIANAOLE AVE. FROM THE INTERSECTIONS OF
 TU0015'STATE HIGHWAYS 11 AND 19, THENCE 0.01 MILE NORTH ALONG KUHIO ST. TO
 TU0015'THE ENTRANCE TO PORT OF HILO, THENCE 0.20 MILE NORTH TO B.M. AT THE
 TU0015'NORTHWEST END OF PIER 1,124.0 FEET SOUTH OF THE NORTHWEST CORNER OF
 TU0015'PIER 1, 113.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF PIER 1
 TU0015'BUILDING, 110.0 FEET NORTHWEST OF B.M. F 2 = TIDAL BM, 5.0 FEET EAST
 TU0015'OF WEST EDGE OF PIER, SET IN A 12-INCH SQUARE STEEL BOX WITH COVER
 TU0015'FLUSH WITH ASPHALT.  BM 5 INCHES BELOW LEVEL OF ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1774 ***********************************************************************
 TU1774  DESIGNATION -  PIHAKAPU
 TU1774  PID         -  TU1774
 TU1774  STATE/COUNTY-  HI/KAUAI
 TU1774  USGS QUAD   -  LIHUE (1996)
 TU1774
 TU1774                         *CURRENT SURVEY CONTROL
 TU1774  ___________________________________________________________________
 TU1774* NAD 83(1993)-  21 54 23.85891(N)    159 23 55.04157(W)     ADJUSTED  
 TU1774* LOCAL TIDAL -       261.     (meters)     856.     (feet)  SCALED    
 TU1774  ___________________________________________________________________
 TU1774  EPOCH DATE  -        1993.62
 TU1774  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 TU1774  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU1774
 TU1774  HORZ ORDER  -  THIRD
 TU1774
 TU1774.The horizontal coordinates were established by classical geodetic methods
 TU1774.and adjusted by the National Geodetic Survey in December 1998..
 TU1774.The horizontal coordinates are valid at the epoch date displayed above.
 TU1774.The epoch date for horizontal control is a decimal equivalence
 TU1774.of Year/Month/Day.
 TU1774
 TU1774.The orthometric height was scaled from a topographic map.
 TU1774
 TU1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1774
 TU1774.The geoid height was determined by GEOID03.
 TU1774
 TU1774;                    North         East     Units Scale Factor Converg.
 TU1774;SPC HI 4     -     8,119.128   510,475.181   MT  0.99999136   +0 02 16.2
 TU1774;UTM  04      - 2,422,545.425   458,826.710   MT  0.99962095   -0 08 55.4
 TU1774
 TU1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1774!SPC HI 4     -   0.99995661  x   0.99999136  =   0.99994797
 TU1774!UTM  04      -   0.99995661  x   0.99962095  =   0.99957758
 TU1774
 TU1774                          SUPERSEDED SURVEY CONTROL
 TU1774
 TU1774  NAD 83(1986)-  21 54 23.84526(N)    159 23 55.08526(W) AD(       ) 3
 TU1774  OLD HI      -  21 54 35.15000(N)    159 24 05.14000(W) AD(       ) 3
 TU1774
 TU1774.Superseded values are not recommended for survey control.
 TU1774.NGS no longer adjusts projects to the OLD HI datum.
 TU1774.See file dsdata.txt to determine how the superseded data were derived.
 TU1774
 TU1774_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5882722545(NAD 83)
 TU1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1774+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 TU1774
 TU1774  HISTORY     - Date     Condition        Report By
 TU1774  HISTORY     - UNK      MONUMENTED
 TU1774  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1774  HISTORY     - 1983     GOOD             USPSQD
 TU1774  HISTORY     - 19980817 GOOD             USPSQD
 TU1774  HISTORY     - 20050926 GOOD             USPSQD
 TU1774
 TU1774                          STATION DESCRIPTION
 TU1774
 TU1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1774'STATION WAS IDENTIFIED BY ANGLE AT STATION KAI.  IT IS A
 TU1774'SHARP-TIPPED PEAK OF ABOUT 733 FEET ELEVATION, AND LIES ABOUT 1/2
 TU1774'MILE WEST-NORTHWEST FROM STATION KAWELIKOA ON THE SAME RIDGE.
 TU1774
 TU1774                          STATION RECOVERY (1983)
 TU1774
 TU1774'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1774'STATION RECOVERED GOOD STATION LIES AS DESCRIBED BY DMW 1965.
 TU1774
 TU1774                          STATION RECOVERY (1998)
 TU1774
 TU1774'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1774'RECOVERED IN GOOD CONDITION.
 TU1774
 TU1774                          STATION RECOVERY (2005)
 TU1774
 TU1774'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1989 ***********************************************************************
 TU1989  DESIGNATION -  PIHEA
 TU1989  PID         -  TU1989
 TU1989  STATE/COUNTY-  HI/KAUAI
 TU1989  USGS QUAD   -  HAENA (1983)
 TU1989
 TU1989                         *CURRENT SURVEY CONTROL
 TU1989  ___________________________________________________________________
 TU1989* NAD 83(1993)-  22 09 17.84716(N)    159 37 02.72961(W)     ADJUSTED  
 TU1989* LOCAL TIDAL -      1306.0    (meters)    4285.     (feet)  VERT ANG  
 TU1989  ___________________________________________________________________
 TU1989  EPOCH DATE  -        1993.62
 TU1989  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 TU1989  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU1989
 TU1989  HORZ ORDER  -  THIRD
 TU1989
 TU1989.The horizontal coordinates were established by classical geodetic methods
 TU1989.and adjusted by the National Geodetic Survey in December 1998..
 TU1989.The horizontal coordinates are valid at the epoch date displayed above.
 TU1989.The epoch date for horizontal control is a decimal equivalence
 TU1989.of Year/Month/Day.
 TU1989
 TU1989.The orthometric height was determined by vertical angle observations.
 TU1989
 TU1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1989
 TU1989.The geoid height was determined by GEOID03.
 TU1989
 TU1989;                    North         East     Units Scale Factor Converg.
 TU1989;SPC HI 4     -    35,617.836   487,887.786   MT  0.99999181   -0 02 39.4
 TU1989;UTM  04      - 2,450,108.107   436,337.463   MT  0.99965007   -0 13 58.2
 TU1989
 TU1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1989!SPC HI 4     -   0.99979216  x   0.99999181  =   0.99978397
 TU1989!UTM  04      -   0.99979216  x   0.99965007  =   0.99944230
 TU1989
 TU1989|---------------------------------------------------------------------|
 TU1989| PID    Reference Object                     Distance      Geod. Az  |
 TU1989|                                                           dddmmss.s |
 TU1989| CJ8930 PIHEA RM 1 ROD                        2.225 METERS 00556     |
 TU1989| CJ8931 PIHEA RM 1                            2.343 METERS 03156     |
 TU1989| CJ8933 PIHEA RM 2                            1.536 METERS 12948     |
 TU1989| CJ8932 PIHEA RM 2 ROD                        1.574 METERS 13020     |
 TU1989| CJ9506 PIHEA RM 3 ROD                        1.371 METERS 20256     |
 TU1989|---------------------------------------------------------------------|
 TU1989
 TU1989                          SUPERSEDED SURVEY CONTROL
 TU1989
 TU1989  NAD 83(1986)-  22 09 17.80652(N)    159 37 02.75963(W) AD(       ) 3
 TU1989  OLD HI      -  22 09 29.13200(N)    159 37 12.83100(W) AD(       ) 3
 TU1989
 TU1989.Superseded values are not recommended for survey control.
 TU1989.NGS no longer adjusts projects to the OLD HI datum.
 TU1989.See file dsdata.txt to determine how the superseded data were derived.
 TU1989
 TU1989_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3633750108(NAD 83)
 TU1989
 TU1989  HISTORY     - Date     Condition        Report By
 TU1989  HISTORY     - 1910     MONUMENTED       CGS
 TU1989  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1989  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1989
 TU1989                          STATION DESCRIPTION
 TU1989
 TU1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1989'IN NORTHWEST KAUAI, ON THE MOST WESTERLY OF THE THREE PEAKS
 TU1989'CALLED PIHEA, AT THE NORTHWEST END OF THE ALAKAI SWAMP.  IT IS
 TU1989'ABOUT 6 MILES FROM THE PUU KA PELE, FROM WHICH THE THREE SUMMITS
 TU1989'APPEAR AS ONE.  THE SUMMIT WAS ORIGINALLY TIMBERED BUT IN
 TU1989'1910 WAS CLEARED.  IN 1927 THE TREES AND BRUSH WERE CLEARED OFF
 TU1989'IN THE DIRECTIONS OF STATIONS HALE AND KALA.  PIHEA IS REACHED
 TU1989'BY TAKING THE TRAIL TO KALALAU LOOKOUT.  A TRAIL WAS THEN CUT
 TU1989'EASTWARD AND THEN NORTHEAST ALONG THE KAUNUOHUA RIDGE.  THE
 TU1989'LAST 2 MILES ARE EXTREMELY BAD GOING.  MARKED BY A 3/4 BY 15
 TU1989'INCH IRON ROD, DRIVEN FLUSH WITH GROUND.  IN 1927 A
 TU1989'STANDARD DISK STATION MARK WAS SET DIRECTLY ABOVE THIS IRON
 TU1989'ROD IN A CEMENT MOUND.  REFERENCE MARK NO. 1, 1910, IS LOST.
 TU1989'OTHER REFERENCE MARKS ARE AS FOLLOWS--NO. 2, A 3/4 BY 15
 TU1989'INCH IRON ROD DRIVEN IN THE GROUND WITH 2 INCHES PROJECTING,
 TU1989'AND PROTECTED BY THREE GUARD STAKES, IS 1.574 METERS (5.16
 TU1989'FEET) FROM STATION IN AZIMUTH 310 DEG 20 MIN.  NO. 3, A
 TU1989'3/4 BY 15 INCH IRON ROD DRIVEN IN THE GROUND WITH 2 INCHES
 TU1989'PROJECTING, IS CLOSE TO A LIHUE STUMP AND IS PROTECTED BY
 TU1989'THREE GUARD STAKES.  IT IS 1.371 METERS (4.50 FEET) FROM
 TU1989'STATION, IN AZIMUTH 22 DEG 53 MIN.
 TU1989
 TU1989                          STATION RECOVERY (1966)
 TU1989
 TU1989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1989'STATION MARK AND OLD IRON-ROD REFERENCE POINTS NO. 2 AND 3 WERE
 TU1989'RECOVERED IN GOOD CONDITION.  ROD NO. 2 WAS REMOVED AND ONE OF
 TU1989'THE TWO NEW REFERENCE MARKS ESTABLISHED AT THIS TIME WAS SET IN
 TU1989'ITS PLACE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1989'
 TU1989'STATION IS LOCATED IN THE NORTHWEST PART OF KAUAI, ABOUT 3-1/2
 TU1989'MILES AIRLINE NORTHEAST OF KOKEE PARK HEADQUARTERS, ON THE
 TU1989'WESTERLY ONE OF 3 SIMILAR PEAKS ALONG KAUNUOHUA RIDGE, AT THE
 TU1989'SOUTHEAST CORNER OF KALALAU VALLEY AND ABOUT 1/4 MILE EAST FROM
 TU1989'THE END OF A JEEP ROAD.
 TU1989'
 TU1989'TO REACH STATION FROM THE KOKEE PARK HEADQUARTERS, GO NORTHERLY
 TU1989'ON PAVED ROAD FOR 2.5 MILES.  TAKE RIGHT FORK AT AIR NATIONAL
 TU1989'GUARD SITE AND GO 0.2 MILE TO DIRT RIGHT FORK AT ENTRANCE TO
 TU1989'KALALAU LOOKOUT PARKING AREA.  TAKE THIS RIGHT FORK AND GO 2.0
 TU1989'MILE TO END OF ROAD (A 4-WHEEL-DRIVE VEHICLE IS REQUIRED).  FROM
 TU1989'HERE PACK EASTERLY ON TRAIL THROUGH BRUSH FOR ABOUT 1/4 MILE TO
 TU1989'TOP OF FIRST PEAK AND STATION.
 TU1989'
 TU1989'STATION MARK IS A STANDARD DISK STAMPED PIHEA 1927, SET IN THE
 TU1989'TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT FLUSH WITH GROUND
 TU1989'ON HIGH POINT.
 TU1989'
 TU1989'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PIHEA 1910
 TU1989'NO 1 1966, RIVETED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET
 TU1989'IN CEMENT AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS 1 FOOT SOUTH
 TU1989'OF THE TRAIL AND ABOUT 4 INCHES HIGHER THAN STATION MARK.
 TU1989'
 TU1989'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PIHEA 1910
 TU1989'NO 2 1966, RIVETED TO THE TOP OF A 1-INCH IRON PIPE THAT IS SET
 TU1989'IN CEMENT, PROJECTS 3 INCHES ABOVE GROUND, AND IS ABOUT 3 INCHES
 TU1989'LOWER THAN STATION MARK.  IT IS SET AT THE POINT WHERE IRON-ROD
 TU1989'REFERENCE POINT 2 WAS RECOVERED.
 TU1989'
 TU1989'IRON-ROD REFERENCE POINT 3 IS A 3/4-INCH IRON ROD PROJECTING
 TU1989'3 INCHES ABOVE GROUND.  IT IS 1 FOOT SOUTHWEST OF THE TRAIL AND
 TU1989'ABOUT 3 INCHES LOWER THAN STATION MARK.
 TU1989'
 TU1989'NOTE--A 20-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2963 ***********************************************************************
 TU2963  DESIGNATION -  PIIHOLO RESET
 TU2963  PID         -  TU2963
 TU2963  STATE/COUNTY-  HI/MAUI
 TU2963  USGS QUAD   -  HAIKU (1992)
 TU2963
 TU2963                         *CURRENT SURVEY CONTROL
 TU2963  ___________________________________________________________________
 TU2963* NAD 83(1993)-  20 51 08.15565(N)    156 17 37.63454(W)     ADJUSTED  
 TU2963* LOCAL TIDAL -       688.7    (meters)    2260.     (feet)  VERT ANG  
 TU2963  ___________________________________________________________________
 TU2963  EPOCH DATE  -        1993.62
 TU2963  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 TU2963  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU2963
 TU2963  HORZ ORDER  -  THIRD
 TU2963
 TU2963.The horizontal coordinates were established by classical geodetic methods
 TU2963.and adjusted by the National Geodetic Survey in December 1998..
 TU2963.The horizontal coordinates are valid at the epoch date displayed above.
 TU2963.The epoch date for horizontal control is a decimal equivalence
 TU2963.of Year/Month/Day.
 TU2963
 TU2963.The orthometric height was determined by vertical angle observations.
 TU2963
 TU2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2963
 TU2963.The geoid height was determined by GEOID03.
 TU2963
 TU2963;                    North         East     Units Scale Factor Converg.
 TU2963;SPC HI 2     -    57,494.934   538,805.342   MT  0.99998527   +0 07 57.8
 TU2963;UTM  04      - 2,308,166.128   781,607.996   MT  1.00058016   +0 57 50.2
 TU2963
 TU2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2963!SPC HI 2     -   0.99988922  x   0.99998527  =   0.99987449
 TU2963!UTM  04      -   0.99988922  x   1.00058016  =   1.00046932
 TU2963
 TU2963|---------------------------------------------------------------------|
 TU2963| PID    Reference Object                     Distance      Geod. Az  |
 TU2963|                                                           dddmmss.s |
 TU2963| CN5999 PIIHOLO RM 1                          9.371 METERS 01256     |
 TU2963| CN6000 PIIHOLO RM 2                          8.342 METERS 11540     |
 TU2963| TU2967 AHUPAI                              APPROX. 4.6 KM 2591604.6 |
 TU2963|---------------------------------------------------------------------|
 TU2963
 TU2963                          SUPERSEDED SURVEY CONTROL
 TU2963
 TU2963  NAD 83(1986)-  20 51 08.11306(N)    156 17 37.63308(W) AD(       ) 3
 TU2963  OLD HI      -  20 51 19.65700(N)    156 17 47.76100(W) AD(       ) 3
 TU2963
 TU2963.Superseded values are not recommended for survey control.
 TU2963.NGS no longer adjusts projects to the OLD HI datum.
 TU2963.See file dsdata.txt to determine how the superseded data were derived.
 TU2963
 TU2963_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ8160808166(NAD 83)
 TU2963
 TU2963  HISTORY     - Date     Condition        Report By
 TU2963  HISTORY     - 1871     MONUMENTED       HIGS
 TU2963  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2963  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2963  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2963
 TU2963                          STATION DESCRIPTION
 TU2963
 TU2963'DESCRIBED BY HAWAII GEODETIC SURVEY 1871
 TU2963'IN NORTH CENTRAL PART OF MAUI, ON SUMMIT OF CONSPICUOUS HILL OF
 TU2963'SAME NAME, IN HAMAKUALOA DISTRICT, 6-1/2 MILES SOUTH OF THE
 TU2963'NORTHERNMOST POINT OF EAST MAUI.  MARKED BY GRANITE POST 3-1/2
 TU2963'FEET LONG SET IN GROUND TOP LEVEL WITH SURFACE AND HAVING
 TU2963'CROSS CUT IN TOP.  IT WAS SURROUNDED BY FOUR REDWOOD POSTS 6
 TU2963'BY 6 INCHES IN SIZE.
 TU2963
 TU2963                          STATION RECOVERY (1929)
 TU2963
 TU2963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2963'ORIGINAL DESCRIPTION AND MARK OF 1877 GOOD.  (NOTE CONCRETE PIER
 TU2963'AND PIPE SET OVER ORIGINAL MARK.)
 TU2963'
 TU2963'NEW MARK--3/4 IN PIPE SET IN CONCRETE PIER.  TOP OF PIER 5
 TU2963'INCHES BELOW SURFACE OF GROUND AND COVERED WITH 1 INCH OF
 TU2963'SOIL.  OVER WHICH WAS BUILT A TYPE B HAWAII TERRITORY SURVEY
 TU2963'TRIANGULATION STATION MONUMENT.
 TU2963'
 TU2963'(NOTE--FOUR 5 IN X 5 IN X 2 FT 0 IN REINFORCED CONCRETE POSTS
 TU2963'WERE BUILT AROUND THE 12 IN X 12 IN X 2 FT 0 IN CONCRETE SUPPORT FOR
 TU2963'THE PIPE MARKING THE STATION.
 TU2963'
 TU2963'THESE POSTS ARE STRONG ENOUGH TO PROTECT THE MARK AND TARGET
 TU2963'FROM CATTLE SHOULD THEY AT ANY FUTURE TIME COME IN CONTACT
 TU2963'WITH THIS STATION.  AT THE PRESENT TIME NO CATTLE ARE PASTURED
 TU2963'ON THE TOP OF PIIHOLO.)
 TU2963
 TU2963                          STATION RECOVERY (1950)
 TU2963
 TU2963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2963'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH, BRUSH COVERED,
 TU2963'KNOLL WHICH LIES ABOUT 12 MILES EAST SOUTHEAST OF KAHULUI, ABOUT
 TU2963'5 MILES SOUTH OF HAIKU, ABOUT 1.5 MILES EAST OF THE VILLAGE OF
 TU2963'MAKAWAO AND ABOUT 100 YARDS SOUTH OF A HEAVY GROWTH OF TREES.  THE
 TU2963'STATION HILL, PIIHOLO, IS BRUSH AND GRASS TO THE SOUTH AND HEAVY
 TU2963'TIMBER TO THE NORTH.
 TU2963'
 TU2963'TO REACH FROM THE POST OFFICE AT MAKAWAO, GO NORTHERLY, ON THE
 TU2963'ROAD WHICH LEADS TOWARD HAIKU FOR 1.2 MILES.  TURN RIGHT, AT
 TU2963'POLE NUMBER 86, ONTO A GRADED ROAD, AND GO SOUTHEAST FOR 1.6
 TU2963'MILES.  TURN RIGHT, PASS THROUGH A BOARD GATE (KEY FOR THIS GATE
 TU2963'MAY BE OBTAINED FROM THE HALEAKALA RANCH COMPANY) AND TAKE THE
 TU2963'HIGHER OF TWO DIRT ROADS AND GO COUNTER CLOCKWISE, AROUND THE
 TU2963'NORTH SIDE OF THE HILL, FOR 0.4 MILE TO THE HIGH GROUND AND THE
 TU2963'STATION.
 TU2963'
 TU2963'THE STATION IS THE TOP AND CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2963'PROJECTS ABOUT 2 FEET FROM THE TOP OF A CONCRETE PLATFORM WHICH IS
 TU2963'5 FEET SQUARE AND FLUSH WITH THE SURFACE OF THE GROUND.  IN 1929
 TU2963'WHEN THIS STATION WAS REMARKED, BY THE TERRITORY SURVEY, THE
 TU2963'STATION PIPE WAS REPORTED AS BEING ONLY 3/4 INCH IN DIAMETER.  IN
 TU2963'ADDITION TO THE STATION PIPE, FOUR OTHER PIPES, 2-1/2 INCHES IN
 TU2963'DIAMETER AND 2 FEET HIGH, ARE SET IN THE CEMENT SLAB 16 INCHES
 TU2963'FROM THE STATION.
 TU2963'
 TU2963'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PIIHOLO NO
 TU2963'1 1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TU2963'ABOUT 8 INCHES.  IT IS LOCATED ABOUT 3 FEET LOWER THAN THE STATION.
 TU2963'
 TU2963'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PIIHOLO NO
 TU2963'2 1949, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 TU2963'ABOUT 8 INCHES.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS
 TU2963'THE STATION.
 TU2963
 TU2963                          STATION RECOVERY (1968)
 TU2963
 TU2963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2963'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2963'COMPLETE DESCRIPTION FOLLOWS--
 TU2963'
 TU2963'STATION IS LOCATED ABOUT 2 MILE EAST OF MAKAWAO AND 1/4-MILE
 TU2963'WEST OF KAILIILI ROAD, ON A PROMINENT HILL OF ABOUT 2260 FEET
 TU2963'ELEVATION THAT HAS A HEAVY COVER OF TALL TREES ON THE NORTHERN
 TU2963'PART.
 TU2963'
 TU2963'TO REACH STATION FROM THE POST OFFICE IN MAKAWAO, GO NORTH
 TU2963'ON STATE HIGHWAY 40 FOR 1.1 MILES TO CROSSROAD IN KOKOMO.  TURN
 TU2963'RIGHT ON KAILIILI RD. AND GO 0.4 MILE TO LOCKED GATE.  PASS
 TU2963'THROUGH GATE AND CONTINUE FOR 0.45 MILE TO SECOND GATE.  PASS
 TU2963'THROUGH GATE AND CONTINUE FOR 0.5 MILE TO BOARD GATE ON RIGHT
 TU2963'NEAR BASE OF HILL, AND END OF TRUCK TRAVEL.  PACK WESTERLY, UP
 TU2963'AROUND RIGHT SIDE OF HILL, ON OLD BULLDOZED GRADE FOR ABOUT 0.3
 TU2963'MILE TO TOP AND STATION.
 TU2963'
 TU2963'STATION IS MARKED BY A 2-1/2-INCH, IRON PIPE IN THE CENTER OF
 TU2963'A 12 X 12-INCH CONCRETE PIER 2 FEET HIGH, AT THE CENTER OF A
 TU2963'6-FOOT-SQUARE CONCRETE PLATFORM FLUSH WITH GROUND.  THERE ARE 4
 TU2963'IRON PIPES 2 FEET HIGH, EMBEDDED IN THE CONCRETE PLATFORM IN A
 TU2963'SQUARE AROUND THE CENTER.  STATION IS IN THE BRUSHY AREA OF THE
 TU2963'HILLTOP, ABOUT 75 YARDS SOUTHWEST OF THE TALL TREES.
 TU2963'
 TU2963'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PIIHOLO
 TU2963'NO 1 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2963'THAT PROJECTS 4 INCHES FROM GROUND.  IT IS 5 FEET LOWER THAN TOP
 TU2963'OF STATION PIPE.
 TU2963'
 TU2963'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PIIHOLO NO
 TU2963'2 1949, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2963'PROJECTING 4 INCHES FROM GROUND.  IT IS 3 FEET LOWER THAN TOP OF
 TU2963'STATION PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3206 ***********************************************************************
 TU3206  DESIGNATION -  PIILANI
 TU3206  PID         -  TU3206
 TU3206  STATE/COUNTY-  HI/MAUI
 TU3206  USGS QUAD   -  
 TU3206
 TU3206                         *CURRENT SURVEY CONTROL
 TU3206  ___________________________________________________________________
 TU3206* NAD 83(1993)-  20 46 14.52414(N)    156 49 42.34621(W)     ADJUSTED  
 TU3206* LOCAL TIDAL -         5.7    (meters)      19.     (feet)  VERT ANG  
 TU3206  ___________________________________________________________________
 TU3206  EPOCH DATE  -        1993.62
 TU3206  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 TU3206  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU3206
 TU3206  HORZ ORDER  -  SECOND
 TU3206
 TU3206.The horizontal coordinates were established by classical geodetic methods
 TU3206.and adjusted by the National Geodetic Survey in December 1998..
 TU3206.The horizontal coordinates are valid at the epoch date displayed above.
 TU3206.The epoch date for horizontal control is a decimal equivalence
 TU3206.of Year/Month/Day.
 TU3206
 TU3206.The orthometric height was determined by vertical angle observations.
 TU3206
 TU3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3206
 TU3206.The geoid height was determined by GEOID03.
 TU3206
 TU3206;                    North         East     Units Scale Factor Converg.
 TU3206;SPC HI 2     -    48,428.361   483,156.446   MT  0.99997017   -0 03 26.5
 TU3206;UTM  04      - 2,298,290.651   726,072.418   MT  1.00023166   +0 46 13.5
 TU3206
 TU3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3206!SPC HI 2     -   0.99999657  x   0.99997017  =   0.99996674
 TU3206!UTM  04      -   0.99999657  x   1.00023166  =   1.00022823
 TU3206
 TU3206|---------------------------------------------------------------------|
 TU3206| PID    Reference Object                     Distance      Geod. Az  |
 TU3206|                                                           dddmmss.s |
 TU3206| CN6001 PIILANI RM 1                          2.063 METERS 02324     |
 TU3206| CN6002 PIILANI RM 2                          3.153 METERS 08049     |
 TU3206| TU3212 LEHUA                               APPROX. 4.0 KM 3064544.9 |
 TU3206|---------------------------------------------------------------------|
 TU3206
 TU3206                          SUPERSEDED SURVEY CONTROL
 TU3206
 TU3206  NAD 83(1986)-  20 46 14.47906(N)    156 49 42.30584(W) AD(       ) 2
 TU3206  OLD HI      -  20 46 25.82200(N)    156 49 52.41800(W) AD(       ) 2
 TU3206
 TU3206.Superseded values are not recommended for survey control.
 TU3206.NGS no longer adjusts projects to the OLD HI datum.
 TU3206.See file dsdata.txt to determine how the superseded data were derived.
 TU3206
 TU3206_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH2607298291(NAD 83)
 TU3206_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3206_SETTING: 80 = SET IN A BOULDER
 TU3206_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3206
 TU3206  HISTORY     - Date     Condition        Report By
 TU3206  HISTORY     - 1962     MONUMENTED       CGS
 TU3206  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU3206
 TU3206                          STATION DESCRIPTION
 TU3206
 TU3206'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3206'STATION IS LOCATED ABOUT 7 MILES AIRLINE SOUTHEAST OF LANAI CITY
 TU3206'AND 5-1/2 MILES DUE SOUTH OF OLD VILLAGE OF KEOMUKU, ON THE
 TU3206'PROMINENT, BLACK ROCK POINT THAT LIES ABOUT 1/4 MILE SOUTHWEST OF
 TU3206'NAHA GULCH AND THE SOUTHWEST END OF HIGHWAY 44.
 TU3206'
 TU3206'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3206'NORTHERLY ON HIGHWAY 44 FOR 8.6 MILES TO END OF PAVED
 TU3206'ROAD.  CONTINUE ON DIRT ROAD, HIGHWAY 44, FOR 6.5 MILES
 TU3206'TO OLD KEOMUKU VILLAGE.  CONTINUE ON THE ROAD FOR 1.0 MILE TO
 TU3206'FORK.  TAKE LEFT FORK AND FOLLOW ROAD ALONG SHORELINE FOR 6.4
 TU3206'MILES TO FISHING SHACK AND SIGN NO 13 ON RIGHT.  CONTINUE AHEAD
 TU3206'ABOUT 50 YARDS TO END OF ROAD.  PACK SOUTHWEST ALONG SANDY
 TU3206'BEACH FOR ABOUT 1/4 MILE TO PROMINENT ROCK POINT AND STATION.
 TU3206'
 TU3206'STATION MARK IS A STANDARD DISK STAMPED PIILANI 1962, CEMENTED
 TU3206'IN A DRILL HOLE IN A 6 X 8-FOOT BEDROCK LEDGE THAT EXTENDS EASTWARD
 TU3206'OUT ONTO THE LARGE HALFROUND LEDGE THAT COMPRISES THE MAIN AND
 TU3206'PROMINENT PART OF THE POINT.  THE STATION MARK IS ABOUT 12 FEET
 TU3206'WEST OF EAST EDGE OF MAIN LEDGE AND ABOUT 2-1/2 FEET HIGHER, AND
 TU3206'IS ABOUT 18 FEET ABOVE SEA LEVEL.
 TU3206'
 TU3206'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PIILANI NO
 TU3206'1 1962, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER AT THE NORTH
 TU3206'EDGE OF THE MAIN LEDGE.  IT EXTENDS ABOUT 4 FEET ABOVE THE
 TU3206'GENERAL GROUND LINE AND IS ABOUT 6 INCHES LOWER THAN THE STATION.
 TU3206'
 TU3206'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PIILANI NO
 TU3206'2 1962, CEMENTED IN A DRILL HOLE IN THE EAST OF THE MAIN LEDGE,
 TU3206'WHICH EXTENDS ABOUT 5 FEET ABOVE GROUND AT THIS POINT.  THE MARK
 TU3206'IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 TU3206
 TU3206                          STATION RECOVERY (1976)
 TU3206
 TU3206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU3206'STATION AND REFERENCE MARKS WERE RECOVERED AND DISTANCE TO
 TU3206'REFERENCE CHECKED WITH THE 1962 DESCRIPTION.  STATION IS IN GOOD
 TU3206'CONDITION.  STATION WAS REACHED BY HELICOPTER.
 TU3206'
 TU3206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3206'7 MILES SOUTHEAST OF LANAI CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1060 ***********************************************************************
 TU1060  DESIGNATION -  PILE
 TU1060  PID         -  TU1060
 TU1060  STATE/COUNTY-  HI/HONOLULU
 TU1060  USGS QUAD   -  MOKAPU (1983)
 TU1060
 TU1060                         *CURRENT SURVEY CONTROL
 TU1060  ___________________________________________________________________
 TU1060* NAD 83(1993)-  21 26 41.21763(N)    157 44 06.50569(W)     ADJUSTED  
 TU1060* LOCAL TIDAL -                                                        
 TU1060  ___________________________________________________________________
 TU1060  EPOCH DATE  -        1993.62
 TU1060  LAPLACE CORR-          -7.63  (seconds)                    DEFLEC99
 TU1060  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1060
 TU1060  HORZ ORDER  -  THIRD
 TU1060
 TU1060.The horizontal coordinates were established by classical geodetic methods
 TU1060.and adjusted by the National Geodetic Survey in December 1998..
 TU1060.The horizontal coordinates are valid at the epoch date displayed above.
 TU1060.The epoch date for horizontal control is a decimal equivalence
 TU1060.of Year/Month/Day.
 TU1060
 TU1060
 TU1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1060
 TU1060.The geoid height was determined by GEOID03.
 TU1060
 TU1060;                    North         East     Units Scale Factor Converg.
 TU1060;SPC HI 3     -    30,816.182   527,454.943   MT  0.99999931   +0 05 48.6
 TU1060;UTM  04      - 2,371,903.244   631,069.822   MT  0.99981228   +0 27 45.0
 TU1060
 TU1060                          SUPERSEDED SURVEY CONTROL
 TU1060
 TU1060  NAD 83(1986)-  21 26 41.16812(N)    157 44 06.51327(W) AD(       ) 4
 TU1060  OLD HI      -  21 26 52.58400(N)    157 44 16.40600(W) AD(       ) 3
 TU1060
 TU1060.Superseded values are not recommended for survey control.
 TU1060.NGS no longer adjusts projects to the OLD HI datum.
 TU1060.See file dsdata.txt to determine how the superseded data were derived.
 TU1060
 TU1060_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3107071903(NAD 83)
 TU1060
 TU1060  HISTORY     - Date     Condition        Report By
 TU1060  HISTORY     - 1932     MONUMENTED       CGS
 TU1060  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1060
 TU1060                          STATION DESCRIPTION
 TU1060
 TU1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1060'ON THE E SIDE OF MOKAPU PENINSULA, AT EDGE OF CORAL REEF AT THE
 TU1060'N END OF A SAND BEACH, AND ABOUT 150 METERS S OF PLACE WHERE
 TU1060'SHORELINE TURNS E.  A PILE OF AN OLD FISHING PIER, THE OFFSHORE
 TU1060'ONE OF TWO.  THE PILE CONSISTS OF TWO JOINTS OF 15-INCH TILE
 TU1060'FILLED WITH CONCRETE.
 TU1060
 TU1060                          STATION RECOVERY (1963)
 TU1060
 TU1060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1060'STATION IS GONE.  THERE ARE NO REMAINS OF ANY OF THE OLD PILINGS
 TU1060'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1115 ***********************************************************************
 TU1115  DESIGNATION -  PILOT 1969
 TU1115  PID         -  TU1115
 TU1115  STATE/COUNTY-  HI/HONOLULU
 TU1115  USGS QUAD   -  KANEOHE (1983)
 TU1115
 TU1115                         *CURRENT SURVEY CONTROL
 TU1115  ___________________________________________________________________
 TU1115* NAD 83(1993)-  21 24 05.86012(N)    157 49 41.14383(W)     ADJUSTED  
 TU1115* LOCAL TIDAL -       219.4    (meters)     720.     (feet)  VERT ANG  
 TU1115  ___________________________________________________________________
 TU1115  EPOCH DATE  -        1993.62
 TU1115  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TU1115  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU1115
 TU1115  HORZ ORDER  -  SECOND
 TU1115
 TU1115.The horizontal coordinates were established by classical geodetic methods
 TU1115.and adjusted by the National Geodetic Survey in December 1998..
 TU1115.The horizontal coordinates are valid at the epoch date displayed above.
 TU1115.The epoch date for horizontal control is a decimal equivalence
 TU1115.of Year/Month/Day.
 TU1115
 TU1115.The orthometric height was determined by vertical angle observations.
 TU1115
 TU1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1115
 TU1115.The geoid height was determined by GEOID03.
 TU1115
 TU1115;                    North         East     Units Scale Factor Converg.
 TU1115;SPC HI 3     -    26,024.569   517,824.572   MT  0.99999392   +0 03 45.8
 TU1115;UTM  04      - 2,367,051.294   621,472.111   MT  0.99978233   +0 25 39.7
 TU1115
 TU1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1115!SPC HI 3     -   0.99996298  x   0.99999392  =   0.99995690
 TU1115!UTM  04      -   0.99996298  x   0.99978233  =   0.99974532
 TU1115
 TU1115|---------------------------------------------------------------------|
 TU1115| PID    Reference Object                     Distance      Geod. Az  |
 TU1115|                                                           dddmmss.s |
 TU1115| TU1114 TRAM 1969                           337.437 METERS 06051     |
 TU1115|---------------------------------------------------------------------|
 TU1115
 TU1115                          SUPERSEDED SURVEY CONTROL
 TU1115
 TU1115  NAD 83(1986)-  21 24 05.80988(N)    157 49 41.15237(W) AD(       ) 2
 TU1115  OLD HI      -  21 24 17.22271(N)    157 49 51.03590(W) AD(       ) 2
 TU1115
 TU1115.Superseded values are not recommended for survey control.
 TU1115.NGS no longer adjusts projects to the OLD HI datum.
 TU1115.See file dsdata.txt to determine how the superseded data were derived.
 TU1115
 TU1115_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2147267051(NAD 83)
 TU1115_MARKER: Z = SEE DESCRIPTION
 TU1115_SETTING: 0 = UNSPECIFIED SETTING
 TU1115
 TU1115  HISTORY     - Date     Condition        Report By
 TU1115  HISTORY     - 1969     MONUMENTED       LOCSUR
 TU1115
 TU1115                          STATION DESCRIPTION
 TU1115
 TU1115'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 TU1115'THE STATION IS ABOUT 2 MILES WEST OF KANEOHE TOWN AT THE BASE
 TU1115'OF KOOLAU RANGE, IN THE HAIKU VALLEY FOREST RESERVE, ON THE
 TU1115'SOUTH SIDE OF THE NAVAL RESERVATION PROPERTY.
 TU1115'
 TU1115'TO REACH THIS STATION FROM KANEOHE SHOPPING CENTER, GO
 TU1115'NORTHERLY ON KAMEHAMEHA HIGHWAY FOR ABOUT 0.6 MILE TO HAIKU
 TU1115'VALLEY ROAD.  TURN LEFT ON HAIKU VALLEY ROAD AND HEAD WESTERLY
 TU1115'FOR ABOUT 0.7 MILE TO KAHEKILI HIGHWAY.  PROCEED WESTERLY ACROSS
 TU1115'KAHEKILI HIGHWAY ON HAIKU ROAD 0.9 MILE TO THE NAVAL RESERVATION
 TU1115'GATE.  PASS THROUGH GATE AND FOLLOW PAVED ROAD 0.3 MILE TO A
 TU1115'FORK IN THE ROAD.  TAKE LEFT FORK 0.4 MILE, PASSING BLDGS. 24
 TU1115'AND 40 ON RIGHT SIDE OF ROAD TO A DIRT SIDE ROAD ON LEFT.  GO
 TU1115'ON DIRT ROAD 200 FT. TO AN OLD SHACK.  TURN RIGHT (SOUTH
 TU1115'WESTERLY) AND FOLLOW TRAIL ON RIDGE LINE.  THERE ARE 3 ANTENNAE
 TU1115'POLES ON THE TRAIL.  GO PASS THE SECOND POLE AND TURN RIGHT
 TU1115'ON A TRAIL FOR ABOUT 50 FT.  TURN LEFT 75 FT. TO RIDGE LINE.
 TU1115'TURN RIGHT AND FOLLOW RIDGE LINE FOR ABOUT 150 FT. STATION.
 TU1115'
 TU1115'STATION MARK IS A STATE OF HAWAII BRONZE DISC IN CONCRETE,
 TU1115'3 IN ABOVE THE GROUND, AND STAMPED PILOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2891 ***********************************************************************
 TU2891  DESIGNATION -  PIMOE RESET
 TU2891  PID         -  TU2891
 TU2891  STATE/COUNTY-  HI/MAUI
 TU2891  USGS QUAD   -  MAKENA (1995)
 TU2891
 TU2891                         *CURRENT SURVEY CONTROL
 TU2891  ___________________________________________________________________
 TU2891* NAD 83(1993)-  20 36 37.75309(N)    156 22 16.01147(W)     ADJUSTED  
 TU2891* LOCAL TIDAL -       538.4    (meters)    1766.     (feet)  VERT ANG  
 TU2891  ___________________________________________________________________
 TU2891  EPOCH DATE  -        1993.62
 TU2891  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 TU2891  GEOID HEIGHT-          16.67  (meters)                     GEOID03
 TU2891
 TU2891  HORZ ORDER  -  FIRST
 TU2891
 TU2891.The horizontal coordinates were established by classical geodetic methods
 TU2891.and adjusted by the National Geodetic Survey in December 1998..
 TU2891.The horizontal coordinates are valid at the epoch date displayed above.
 TU2891.The epoch date for horizontal control is a decimal equivalence
 TU2891.of Year/Month/Day.
 TU2891
 TU2891.The orthometric height was determined by vertical angle observations.
 TU2891
 TU2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2891
 TU2891.The geoid height was determined by GEOID03.
 TU2891
 TU2891;                    North         East     Units Scale Factor Converg.
 TU2891;SPC HI 2     -    30,710.692   530,806.788   MT  0.99997839   +0 06 14.5
 TU2891;UTM  04      - 2,281,253.895   773,992.309   MT  1.00052789   +0 55 33.5
 TU2891
 TU2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2891!SPC HI 2     -   0.99991276  x   0.99997839  =   0.99989115
 TU2891!UTM  04      -   0.99991276  x   1.00052789  =   1.00044060
 TU2891
 TU2891|---------------------------------------------------------------------|
 TU2891| PID    Reference Object                     Distance      Geod. Az  |
 TU2891|                                                           dddmmss.s |
 TU2891| CN6004 PIMOE RM 2                           24.483 METERS 03207     |
 TU2891| TU2900 HANAMANIOA POINT LIGHT              APPROX. 5.2 KM 2344213.8 |
 TU2891| CN6003 PIMOE RM 1                           17.623 METERS 30455     |
 TU2891|---------------------------------------------------------------------|
 TU2891
 TU2891                          SUPERSEDED SURVEY CONTROL
 TU2891
 TU2891  NAD 83(1986)-  20 36 37.72740(N)    156 22 16.00632(W) AD(       ) 1
 TU2891  OLD HI      -  20 36 49.19500(N)    156 22 26.14200(W) AD(       ) 1
 TU2891
 TU2891.Superseded values are not recommended for survey control.
 TU2891.NGS no longer adjusts projects to the OLD HI datum.
 TU2891.See file dsdata.txt to determine how the superseded data were derived.
 TU2891
 TU2891_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7399281254(NAD 83)
 TU2891
 TU2891  HISTORY     - Date     Condition        Report By
 TU2891  HISTORY     - 1879     MONUMENTED       HIGS
 TU2891  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2891  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2891  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2891
 TU2891                          STATION DESCRIPTION
 TU2891
 TU2891'DESCRIBED BY HAWAII GEODETIC SURVEY 1879
 TU2891'IN SOUTHEASTERN PART OF EAST MAUI, ON SUMMIT OF HILL OF SAME
 TU2891'NAME, IN HONUAULA DISTRICT, IN THE LAND OF KANAIO, ABOUT 3,500
 TU2891'FEET SOUTH OF THE MAIN ROAD.  MARKED BY COPPER TRIANGLE BURIED,
 TU2891'WITH REDWOOD POST AND CAIRN OVER IT.
 TU2891
 TU2891                          STATION RECOVERY (1950)
 TU2891
 TU2891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2891'THE ORIGINAL STATION, CONSISTING OF A BURIED COPPER TRIANGLE,
 TU2891'WAS RECOVERED IN GOOD CONDITION.  A STANDARD DISK STATION MARK
 TU2891'WAS SET AT THE EXACT POSITION OF THE COPPER TRIANGLE AND TWO
 TU2891'REFERENCE MARKS WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 TU2891'
 TU2891'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT, RED, CINDER
 TU2891'CONE, NAMED PUU PIMOE, WHICH LIES ABOUT 5.5 MILES SOUTHEAST OF OLD
 TU2891'MAKENA, ABOUT 3.5 MILES EAST OF LA PEROUSE BAY AND ABOUT 0.3 MILE
 TU2891'SOUTH OF A PRISON CAMP.
 TU2891'
 TU2891'TO REACH FROM THE MAKENA POST OFFICE AT THE ULUPALAKUA
 TU2891'RANCH.  GO SOUTH AND EAST, ON THE DIRT ROAD, FOR 4.0 MILES.  TURN
 TU2891'RIGHT AND GO DOWN GRADE FOR 0.5 MILE TO THE PRISON CAMP.  PASS TO
 TU2891'THE LEFT HAND SIDE OF THE BUILDINGS AND FOLLOW A TRACK ROAD FOR
 TU2891'0.2 MILE TO THE NORTHERLY FOOT OF THE STATION HILL AND THE END OF
 TU2891'TRUCK TRAVEL.  FROM THIS POINT PACK SOUTH, UP THE STEEP SLOPE FOR
 TU2891'ABOUT 0.1 MILE TO THE SUMMIT AND THE STATION.
 TU2891'
 TU2891'THE STATION IS A STANDARD DISK, STAMPED PIMOE 1950, BRAZED TO THE
 TU2891'TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 14 INCHES.
 TU2891'
 TU2891'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PIMOE NO 1
 TU2891'1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 8 FEET
 TU2891'IN DIAMETER AND PROJECTS ABOUT 8 FEET.  IT IS LOCATED ON THE
 TU2891'WESTERLY SLOPE OF THE HILL ABOUT 10 FEET LOWER THAN THE STATION.
 TU2891'
 TU2891'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PIMOE NO 2
 TU2891'1949, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2891'ABOUT 2 FEET.  IT IS LOCATED ON THE CREST OF THE HILL AT ABOUT THE
 TU2891'SAME ELEVATION AS THE STATION.
 TU2891
 TU2891                          STATION RECOVERY (1961)
 TU2891
 TU2891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2891'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2891'CONDITION AS DESCRIBED BY C.T.H. IN 1950.  THE PRISON CAMP IS
 TU2891'NOW ABANDONED.
 TU2891'
 TU2891'THE 1950 DESCRIPTION IS ADEQUATE.
 TU2891
 TU2891                          STATION RECOVERY (1968)
 TU2891
 TU2891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2891'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2891'COMPLETE DESCRIPTION FOLLOWS--
 TU2891'
 TU2891'STATION IS LOCATED IN THE SOUTHERN PART OF THE ISLAND, ABOUT
 TU2891'3 MILES NORTHEAST OF LA PEROUSE BAY AND 3 MILES SOUTHEAST OF
 TU2891'THE ULUPALAKUA RANCH HEADQUARTERS, ON A PROMINENT, BARE HILL
 TU2891'OF ABOUT 1766 FEET ELEVATION THAT LIES ABOUT 1-1/2 MILES SOUTH OF
 TU2891'PIILANI HIGHWAY.
 TU2891'
 TU2891'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO
 TU2891'SOUTHEAST ON STATE HIGHWAY 37 FOR 0.9 MILE TO FORK.  TAKE RIGHT
 TU2891'FORK AND GO 2.7 MILES.  TAKE SIDE ROAD RIGHT AND GO DOWNHILL 0.6
 TU2891'MILE TO BASE OF HILL AND END OF TRUCK TRAVEL.  PACK UP STEEP HILL
 TU2891'ABOUT 1/4-MILE TO STATION.
 TU2891'
 TU2891'STATION MARK IS A STANDARD DISK STAMPED PIMOE 1950, SET IN THE
 TU2891'TOP OF A 2-INCH IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS
 TU2891'1 FOOT FROM GROUND.  IT IS AT THE SOUTHERLY AND LOWER END OF
 TU2891'THE HILLTOP.  A SMALL CAIRN IS BUILT OVER THE MARK.
 TU2891'
 TU2891'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PIMOE NO
 TU2891'1 1949, CEMENTED IN A DRILL HOLE IN THE MAUKA END OF A LARGE,
 TU2891'PROMINENT LAVA ROCK FORMATION ABOUT 5 FEET THICK, 12 FEET LONG
 TU2891'AND PROJECTING ABOUT 7 FEET ABOVE GROUND ON UPPER SIDE.  THE
 TU2891'MARK IS 14.2 FEET LOWER THAN STATION MARK.
 TU2891'
 TU2891'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PIMOE NO
 TU2891'2 1949, SET IN THE TOP OF A 2-INCH IRON PIPE PROJECTING 1 FOOT
 TU2891'FROM GROUND.  IT IS ON THE HIGHEST POINT OF THE HILLTOP, ABOUT
 TU2891'4 FEET HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1872 ***********************************************************************
 TU1872  DESIGNATION -  PIN
 TU1872  PID         -  TU1872
 TU1872  STATE/COUNTY-  HI/KAUAI
 TU1872  USGS QUAD   -  
 TU1872
 TU1872                         *CURRENT SURVEY CONTROL
 TU1872  ___________________________________________________________________
 TU1872* NAD 83(1993)-  21 57 19.16079(N)    160 06 29.95669(W)     ADJUSTED  
 TU1872* LOCAL TIDAL -                                                        
 TU1872  ___________________________________________________________________
 TU1872  EPOCH DATE  -        1993.62
 TU1872  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 TU1872  GEOID HEIGHT-          14.92  (meters)                     GEOID03
 TU1872
 TU1872  HORZ ORDER  -  THIRD
 TU1872
 TU1872.The horizontal coordinates were established by classical geodetic methods
 TU1872.and adjusted by the National Geodetic Survey in December 1998..
 TU1872.The horizontal coordinates are valid at the epoch date displayed above.
 TU1872.The epoch date for horizontal control is a decimal equivalence
 TU1872.of Year/Month/Day.
 TU1872
 TU1872
 TU1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1872
 TU1872.The geoid height was determined by GEOID03.
 TU1872
 TU1872;                    North         East     Units Scale Factor Converg.
 TU1872;SPC HI 5     -    31,963.347   506,026.754   MT  1.00000045   +0 01 18.5
 TU1872;UTM  04      - 2,428,295.672   385,557.162   MT  0.99976183   -0 24 51.9
 TU1872
 TU1872                          SUPERSEDED SURVEY CONTROL
 TU1872
 TU1872  NAD 83(1986)-  21 57 19.11276(N)    160 06 29.98190(W) AD(       ) 4
 TU1872  OLD HI      -  21 57 30.39800(N)    160 06 40.04300(W) AD(       ) 3
 TU1872
 TU1872.Superseded values are not recommended for survey control.
 TU1872.NGS no longer adjusts projects to the OLD HI datum.
 TU1872.See file dsdata.txt to determine how the superseded data were derived.
 TU1872
 TU1872_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK8555728296(NAD 83)
 TU1872
 TU1872  HISTORY     - Date     Condition        Report By
 TU1872  HISTORY     - 1926     MONUMENTED       CGS
 TU1872
 TU1872                          STATION DESCRIPTION
 TU1872
 TU1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1872'THE HIGHEST POINT OF BLACK ROCK DETACHED HILL ABOUT 3-1/2 MILES
 TU1872'SOUTH BY WEST, FROM LEHUA ISLAND AND AT THE FOOTHILLS OF THE
 TU1872'MOUNTAIN MASS.  EASILY IDENTIFIED FROM NEAR BY.  NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1900 ***********************************************************************
 TU1900  DESIGNATION -  PINE
 TU1900  PID         -  TU1900
 TU1900  STATE/COUNTY-  HI/KAUAI
 TU1900  USGS QUAD   -  ANAHOLA (1996)
 TU1900
 TU1900                         *CURRENT SURVEY CONTROL
 TU1900  ___________________________________________________________________
 TU1900* NAD 83(1993)-  22 12 00.23194(N)    159 19 55.50921(W)     ADJUSTED  
 TU1900* LOCAL TIDAL -        48.0    (meters)     157.     (feet)  VERT ANG  
 TU1900  ___________________________________________________________________
 TU1900  EPOCH DATE  -        1993.62
 TU1900  LAPLACE CORR-         -11.57  (seconds)                    DEFLEC99
 TU1900  GEOID HEIGHT-          14.52  (meters)                     GEOID03
 TU1900
 TU1900  HORZ ORDER  -  THIRD
 TU1900
 TU1900.The horizontal coordinates were established by classical geodetic methods
 TU1900.and adjusted by the National Geodetic Survey in December 1998..
 TU1900.The horizontal coordinates are valid at the epoch date displayed above.
 TU1900.The epoch date for horizontal control is a decimal equivalence
 TU1900.of Year/Month/Day.
 TU1900
 TU1900.The orthometric height was determined by vertical angle observations.
 TU1900
 TU1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1900
 TU1900.The geoid height was determined by GEOID03.
 TU1900
 TU1900;                    North         East     Units Scale Factor Converg.
 TU1900;SPC HI 4     -    40,617.498   517,314.590   MT  0.99999370   +0 03 48.4
 TU1900;UTM  04      - 2,455,009.037   465,769.964   MT  0.99961448   -0 07 31.7
 TU1900
 TU1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1900!SPC HI 4     -   0.99999017  x   0.99999370  =   0.99998387
 TU1900!UTM  04      -   0.99999017  x   0.99961448  =   0.99960466
 TU1900
 TU1900|---------------------------------------------------------------------|
 TU1900| PID    Reference Object                     Distance      Geod. Az  |
 TU1900|                                                           dddmmss.s |
 TU1900| CJ8937 PINE RM 4                             8.639 METERS 06622     |
 TU1900| CJ8935 PINE RM 2                             7.498 METERS 07258     |
 TU1900| CJ8934 PINE RM 1                            12.835 METERS 15651     |
 TU1900| CJ8936 PINE RM 3                             8.658 METERS 24622     |
 TU1900|---------------------------------------------------------------------|
 TU1900
 TU1900                          SUPERSEDED SURVEY CONTROL
 TU1900
 TU1900  NAD 83(1986)-  22 12 00.19247(N)    159 19 55.56788(W) AD(       ) 3
 TU1900  OLD HI      -  22 12 11.55800(N)    159 20 05.66100(W) AD(       ) 3
 TU1900
 TU1900.Superseded values are not recommended for survey control.
 TU1900.NGS no longer adjusts projects to the OLD HI datum.
 TU1900.See file dsdata.txt to determine how the superseded data were derived.
 TU1900
 TU1900_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6577055009(NAD 83)
 TU1900_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1900_SETTING: 80 = SET IN A BOULDER
 TU1900_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1900
 TU1900  HISTORY     - Date     Condition        Report By
 TU1900  HISTORY     - 1927     MONUMENTED       CGS
 TU1900  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1900  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU1900  HISTORY     - 1988     GOOD             USPSQD
 TU1900  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 TU1900  HISTORY     - 19970611 GOOD             USPSQD
 TU1900
 TU1900                          STATION DESCRIPTION
 TU1900
 TU1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1900'ON THE NORTHEAST COAST OF KAUAI ON THE NORTH SIDE OF MOLOAA
 TU1900'BAY.  REACHED BY A ROAD STARTING AT THE TOP OF THE GRADE ON
 TU1900'THE MAIN HIGHWAY NORTH OF THE VALLEY OF MOLOAA STREAM.  THIS
 TU1900'ROAD PASSES THREE PINEAPPLE FIELDS DOWN A PLATEAULIKE POINT TO
 TU1900'LANTANA LAND.  FOLLOW SOUTH EDGE OF THIS LANTANA LAND ALONG A
 TU1900'BORDER OF IRONWOOD TREES TO THE POINT.  THE STATION IS BEYOND
 TU1900'THE IRONWOOD TREES ON ERODED LAND.  MARKED ACCORDING TO NOTE,
 TU1900'4, STANDARD DISK IN BOWLDER.  REFERENCE MARKS, NOTE 12C,
 TU1900'STANDARD REFERENCE DISKS IN BOWLDERS, ARE AT THE FOLLOWING
 TU1900'DISTANCES AND AZIMUTHS FROM STATION--NO. 1,12.835 METERS
 TU1900'(42.11 FEET), 336 DEG 51 MIN.  NO. 2, 7.498 METERS (24.60
 TU1900'FEET), 252 DEG 58 MIN.
 TU1900
 TU1900                          STATION RECOVERY (1965)
 TU1900
 TU1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1900'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TU1900'MARKS ARE GONE DUE TO EROSION.  A PIPE SET IN CONCRETE AND WITH
 TU1900'RM INSCRIBED IN THE CEMENT WAS FOUND.  IT WAS APPARENTLY SET
 TU1900'BY THE HAWAII TERRITORIAL SURVEY WHEN THEY BUILT THE TYPE B-1
 TU1900'SIGNAL OVER THE STATION MARK, IN 1930.
 TU1900'
 TU1900'ONE NEW REFERENCE MARK, NUMBER 3, WAS SET AND THE PIPE WAS USED
 TU1900'FOR NUMBER 4.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1900'
 TU1900'STATION IS LOCATED ABOUT 5 MILES EAST OF KILAUEA AND 4 MILES
 TU1900'NORTH-NORTHWEST OF ANAHOLA, ON THE TIP OF THE POINT AT THE NORTH
 TU1900'SIDE OF MOLOAA BAY, AT ABOUT 156 FEET ELEVATION.
 TU1900'
 TU1900'TO REACH STATION FROM THE POST OFICE IN ANAHOLA, GO NORTH 0.05
 TU1900'MILE.  TURN LEFT AND FOLLOW STATE HIGHWAY 56 NORTHERLY FOR 5.2
 TU1900'MILES TO REVERSE-Y FORK ON RIGHT (THE FIRST SIDE ROAD AFTER COMING
 TU1900'UP OUT OF MOLOAA STREAM GULCH).  TURN SHARP RIGHT AND GO 0.2
 TU1900'MILE, PASSING OLD CEMETERY, TO FORK.  TAKE LEFT FORK AND GO
 TU1900'0.15 MILE TO CROSSROAD.  CONTINUE AHEAD, ALONG FENCE, TO END OF
 TU1900'RIDGE AND AGATE ON RIGHT.  PASS THROUGH GATE AND DRIVE ACROSS
 TU1900'PASTURE ABOUT 75 YARDS TO TRAIL.  WALK DOWN TRAIL ACROSS
 TU1900'ERODED AREA ABOUT 200 FEET TO STATION.
 TU1900'
 TU1900'STATION MARK IS A STANDARD DISK STAMPED PINE 1927, SET 6 INCHES
 TU1900'BENEATH THE 5-FOOT-SQUARE, CONCRETE PLATORM OF THE TYPE B-1
 TU1900'SIGNAL.  IT IS 38 FEET NORTHEAST OF AN OLD, WARTIME EXCAVATION,
 TU1900'32 FEET SOUTHWEST OF EDGE OF BLUFF AND 300 FEET SOUTHEAST OF
 TU1900'FENCELINE.  ACCESS TO THE MARK IS HAD THROUGH A SMALL HAND-TUNNEL
 TU1900'PASSING BENEATH THE CENTER CONCRETE PEDESTAL.
 TU1900'
 TU1900'REERENCE MARK NUMBER THREE IS A STANDARD DISK, STAMPED PINE
 TU1900'1927 NO 3 1965, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE
 TU1900'THAT IS SET IN CONCRETE AND PROJCTS 6 INCHES.  IT IS SET IN
 TU1900'CENTER OF A PROMINENT, 20-FOOT DIAMETER GRASS PATCH, 10 FEET
 TU1900'NORTHEAST FROM OLD EXCAVATION AND ABOUT 4-1/2 FEET HIGHER THAN
 TU1900'STATION MARK.
 TU1900'
 TU1900'REFERENCE MARK NUMBER FOUR IS A 1-1/4-INCH IRON PIPE,
 TU1900'PROJECTING 6 INCHES FROM THE CENTER OF A 12-INCH-SQUARE,
 TU1900'CONCRETE BLOCK WHICH HAS RM INSCRIBED IN IT.  IT IS AT EXTREME
 TU1900'EDGE OF BLUFF, 6.1 FEET LOWER THAN STATION MARK.
 TU1900
 TU1900                          STATION RECOVERY (1971)
 TU1900
 TU1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHF)
 TU1900'PREVIOUS LOCATION AND TO REACH DESCRIPTIONS BY D.M. WHIPP (1965)
 TU1900'IS ADEQUATE.
 TU1900'
 TU1900'THE TYPE B-1 SUPERSTRUCTURE BUILT IN 1931 HAS BEEN CONVERTED TO
 TU1900'TYPE A STATION WITH SIDE WALLS BUILT OF CONCRETE TILE SET ON
 TU1900'EXISTING GROUND LEVEL PLATFORM AND 36 IN HIGH TO TOP OF 6 FT X 6 FT
 TU1900'OBSERVING CONCRETE PLATFORM.  THE STATION MARK IS EXPOSED AT
 TU1900'GROUND LEVEL AND IN MIDDLE OF, BUT NOT CONNECTED TO, OLD CONCRETE
 TU1900'GROUND LEVEL OBSERVING PLATFORM.
 TU1900'
 TU1900'REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN GOOD CONDITON.
 TU1900
 TU1900                          STATION RECOVERY (1988)
 TU1900
 TU1900'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1900'RECOVERED IN GOOD CONDITION.
 TU1900
 TU1900                          STATION RECOVERY (1997)
 TU1900
 TU1900'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1900'MARK NOT FOUND.
 TU1900
 TU1900                          STATION RECOVERY (1997)
 TU1900
 TU1900'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3213 ***********************************************************************
 TU3213  DESIGNATION -  PINE
 TU3213  PID         -  TU3213
 TU3213  STATE/COUNTY-  HI/MAUI
 TU3213  USGS QUAD   -  
 TU3213
 TU3213                         *CURRENT SURVEY CONTROL
 TU3213  ___________________________________________________________________
 TU3213* NAD 83(1993)-  20 46 20.35473(N)    156 52 10.54370(W)     ADJUSTED  
 TU3213* LOCAL TIDAL -       596.     (meters)    1955.     (feet)  SCALED    
 TU3213  ___________________________________________________________________
 TU3213  EPOCH DATE  -        1993.62
 TU3213  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 TU3213  GEOID HEIGHT-          16.20  (meters)                     GEOID03
 TU3213
 TU3213  HORZ ORDER  -  THIRD
 TU3213
 TU3213.The horizontal coordinates were established by classical geodetic methods
 TU3213.and adjusted by the National Geodetic Survey in December 1998..
 TU3213.No horizontal observational check was made to the station.
 TU3213.The horizontal coordinates are valid at the epoch date displayed above.
 TU3213.The epoch date for horizontal control is a decimal equivalence
 TU3213.of Year/Month/Day.
 TU3213
 TU3213.The orthometric height was scaled from a topographic map.
 TU3213
 TU3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3213
 TU3213.The geoid height was determined by GEOID03.
 TU3213
 TU3213;                    North         East     Units Scale Factor Converg.
 TU3213;SPC HI 2     -    48,612.507   478,870.252   MT  0.99997218   -0 04 19.1
 TU3213;UTM  04      - 2,298,412.883   721,782.945   MT  1.00020791   +0 45 21.1
 TU3213
 TU3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3213!SPC HI 2     -   0.99990378  x   0.99997218  =   0.99987597
 TU3213!UTM  04      -   0.99990378  x   1.00020791  =   1.00011167
 TU3213
 TU3213|---------------------------------------------------------------------|
 TU3213| PID    Reference Object                     Distance      Geod. Az  |
 TU3213|                                                           dddmmss.s |
 TU3213| CN6005 PINE RM 1                            10.532 METERS 00844     |
 TU3213| TU3214 PUU MANU                            477.982 METERS 3584321.5 |
 TU3213|---------------------------------------------------------------------|
 TU3213
 TU3213                          SUPERSEDED SURVEY CONTROL
 TU3213
 TU3213  NAD 83(1986)-  20 46 20.31157(N)    156 52 10.50513(W) AD(       ) 3
 TU3213  OLD HI      -  20 46 31.67500(N)    156 52 20.61100(W) AD(       ) 3
 TU3213
 TU3213.Superseded values are not recommended for survey control.
 TU3213.NGS no longer adjusts projects to the OLD HI datum.
 TU3213.See file dsdata.txt to determine how the superseded data were derived.
 TU3213
 TU3213_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH2178398413(NAD 83)
 TU3213_MARKER: Z = SEE DESCRIPTION
 TU3213_SETTING: 0 = UNSPECIFIED SETTING
 TU3213
 TU3213  HISTORY     - Date     Condition        Report By
 TU3213  HISTORY     - 1965     MONUMENTED       CGS
 TU3213
 TU3213                          STATION DESCRIPTION
 TU3213
 TU3213'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU3213'STATION IS LOCATED ABOUT 4-1/2 MILES AIRLINE SOUTHEAST OF LANAI
 TU3213'CITY AND 2-1/2 MILES NORTH-NORTHEAST OF MANELE BAY ON A RIDGE TO
 TU3213'THE SOUTH OF THE HILL TOP CALLED PUU MANU.
 TU3213'
 TU3213'TO REACH STATION FROM JUNCTION OF HIGHWAYS 44 AND 441 AT THE
 TU3213'SOUTH EDGE OF LANAI CITY, GO SOUTHERLY ON HIGHWAY 441 FOR 1.7
 TU3213'MILES TO A PAVED FORK.  TAKE THE LEFT FORK AND GO 1.15 MILES TO
 TU3213'END OF PAVED ROAD.  CONTINUE AHEAD ON GRADED ROAD FOR 0.2 MILES
 TU3213'TO T-ROAD LEFT.  TURN LEFT AND GO 0.5 MILES TO CROSSROAD AT
 TU3213'EDGE OF PINEAPPLE FIELD.  CONTINUE AHEAD ON NARROW, GRADED ROAD
 TU3213'UP BRUSHY DRAW AND UP ALONG HILLSIDE, SOUTHEASTERLY, FOR 1.8
 TU3213'MILES TO FORK AT EDGE OF PINEAPPLE FIELDS ON TOP OF MESA.
 TU3213'TAKE RIGHT FORK AND GO ALONG EDGE OF FIELD FOR 0.35 MILE TO
 TU3213'CROSSROAD.  TURN RIGHT AND FOLLOW GRADED ROAD FOR 0.25
 TU3213'MILE TO DIM RIGHT FORK AT BOTTOM OF GRADE AND JUST
 TU3213'BEFORE FENCE.  TAKE RIGHT FORK AND FOLLOW DIM TRACKS UP
 TU3213'SIDE OF HILL AND ALONG CREST 0.55 MILE TO HIGH POINT AND
 TU3213'STATION PUU MANU.  CONTINUE ON DIM TRACKS DOWN RIDGE
 TU3213'TO THE SOUTH FOR 0.3 MILE TO A BARE WASH IN THE RIDGE.  TURN LEFT
 TU3213'(EAST) 200 FEET TO THE CREST OF THE RIDGE AND STATION.
 TU3213'
 TU3213'STATION MARK IS A STANDARD TRAVERSE DISK STAMPED PINE 1965,
 TU3213'CEMENTED IN THE TOP OF A 2 INCH GALVANIZED PIPE DRIVEN INTO THE
 TU3213'GROUND AND PROJECTING 1 FOOT.
 TU3213'
 TU3213'REFERENCE MARK IS A STANDARD DISK STAMPED PINE NO.1 1965,
 TU3213'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 FOOT BOULDER THAT
 TU3213'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS IN A GROUP TO
 TU3213'THE SOUTH OF THE WASHOUT IN THE RIDGE AND AT ABOUT THE SAME
 TU3213'ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3261 ***********************************************************************
 TU3261  DESIGNATION -  PINE 1931
 TU3261  PID         -  TU3261
 TU3261  STATE/COUNTY-  HI/MAUI
 TU3261  USGS QUAD   -  
 TU3261
 TU3261                         *CURRENT SURVEY CONTROL
 TU3261  ___________________________________________________________________
 TU3261* NAD 83(1993)-  20 52 27.89531(N)    157 02 30.30388(W)     ADJUSTED  
 TU3261* LOCAL TIDAL -       158.6    (meters)     520.     (feet)  VERT ANG  
 TU3261  ___________________________________________________________________
 TU3261  EPOCH DATE  -        1993.62
 TU3261  LAPLACE CORR-           7.36  (seconds)                    DEFLEC99
 TU3261  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU3261
 TU3261  HORZ ORDER  -  THIRD
 TU3261
 TU3261.The horizontal coordinates were established by classical geodetic methods
 TU3261.and adjusted by the National Geodetic Survey in December 1998..
 TU3261.The horizontal coordinates are valid at the epoch date displayed above.
 TU3261.The epoch date for horizontal control is a decimal equivalence
 TU3261.of Year/Month/Day.
 TU3261
 TU3261.The orthometric height was determined by vertical angle observations.
 TU3261
 TU3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3261
 TU3261.The geoid height was determined by GEOID03.
 TU3261
 TU3261;                    North         East     Units Scale Factor Converg.
 TU3261;SPC HI 2     -    59,947.758   460,970.888   MT  0.99998548   -0 08 01.1
 TU3261;UTM  04      - 2,309,489.750   703,718.029   MT  1.00011290   +0 41 52.8
 TU3261
 TU3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3261!SPC HI 2     -   0.99997264  x   0.99998548  =   0.99995812
 TU3261!UTM  04      -   0.99997264  x   1.00011290  =   1.00008554
 TU3261
 TU3261:                Primary Azimuth Mark                     Grid Az
 TU3261:SPC HI 2     -  APPLE 1931                               001 11 16.6
 TU3261:UTM  04      -  APPLE 1931                               000 21 22.7
 TU3261
 TU3261|---------------------------------------------------------------------|
 TU3261| PID    Reference Object                     Distance      Geod. Az  |
 TU3261|                                                           dddmmss.s |
 TU3261| TU3260 APPLE 1931                          APPROX. 1.1 KM 0010315.5 |
 TU3261|---------------------------------------------------------------------|
 TU3261
 TU3261                          SUPERSEDED SURVEY CONTROL
 TU3261
 TU3261  NAD 83(1986)-  20 52 27.85302(N)    157 02 30.26530(W) AD(       ) 3
 TU3261  OLD HI      -  20 52 39.29400(N)    157 02 40.32800(W) AD(       ) 3
 TU3261
 TU3261.Superseded values are not recommended for survey control.
 TU3261.NGS no longer adjusts projects to the OLD HI datum.
 TU3261.See file dsdata.txt to determine how the superseded data were derived.
 TU3261
 TU3261_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0371809490(NAD 83)
 TU3261_MARKER: Z = SEE DESCRIPTION
 TU3261_SETTING: 0 = UNSPECIFIED SETTING
 TU3261
 TU3261  HISTORY     - Date     Condition        Report By
 TU3261  HISTORY     - 1931     MONUMENTED       CGS
 TU3261  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3261
 TU3261                          STATION DESCRIPTION
 TU3261
 TU3261'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3261'STATION IS ON THE NW PART OF LANAI ISLAND, ABOUT 1 MI. NW OF
 TU3261'KOAPAHU HILL, AND 1 MI. E OF THE BEACH.  IT IS AT ABOUT THE
 TU3261'MIDDLE PART OF THE W EDGE OF A PROMINENT 500-FT. HILL, AND ABOUT
 TU3261'20 FT. BACK FROM THE EDGE.  IT IS MARKED BY A STANDARD DISK
 TU3261'CEMENTED IN A DRILL HOLE IN A BOULDER.
 TU3261
 TU3261                          STATION RECOVERY (1962)
 TU3261
 TU3261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3261'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU3261'DESCRIPTION FOLLOWS--
 TU3261'
 TU3261'STATION IS LOCATED ABOUT 8-1/2 MILES AIRLINE WEST-NORTHWEST OF
 TU3261'LANAI CITY AND 1/2 MILE NORTH OF THE COASTLINE OF THE LARGE BULGE
 TU3261'OF THE NORTHWEST END OF THE ISLAND, ON THE WEST END OF A FLAT HILL
 TU3261'OF ABOUT 500 FEET ELEVATION.
 TU3261'
 TU3261'TO REACH FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST 0.05
 TU3261'MILE.  TURN LEFT AND GO 0.15 MILE.  TURN RIGHT AND GO NORTHWEST
 TU3261'FOR 0.5 MILE TO END OF PAVED ROAD.  CONTINUE ON GRADED ROAD 0.8
 TU3261'MILE TO CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH
 TU3261'PINEAPPLE FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE AHEAD
 TU3261'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES
 TU3261'FOR 0.85 MILE TO FORK.  TAKE LEFT FORK AND GO 2.5 MILES TO FORK
 TU3261'ON GRASSY FLAT.  TAKE LEFT FORK AND GO 2.65 MILES TO FORK ON
 TU3261'SMALL RED FLAT.  TAKE LEFT FORK AND GO 0.9 MILE TO STATION APPLE
 TU3261'1931 ON LEFT.  CONTINUE DOWNGRADE ON ROCKY ROAD FOR 0.5 MILE
 TU3261'TO END OF TRUCK TRAVEL.  PACK SOUTHERLY, CROSS-COUNTRY, AT
 TU3261'ABOUT SAME ELEVATION FOR ABOUT 3/4 MILE TO SUMMIT OF
 TU3261'PROMINENT HILL AND STATION.
 TU3261'
 TU3261'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU3261'HOLE IN A 12-FOOT DIAMETER BEDROCK OUTCROP THAT PROJECTS 3 FEET
 TU3261'ABOVE GROUND.  IT IS ABOUT 100 YARDS SOUTHWEST OF A ROCKY POINT OF
 TU3261'THE SAME ELEVATION, AND ABOUT 1/4 MILE SOUTHEAST OF AN OLD BLACK
 TU3261'WATER TANK THAT SETS AT THE BASE OF THE STATION HILL.
 TU3261'
 TU3261'NO REFERENCE MARKS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1959 ***********************************************************************
 TU1959  DESIGNATION -  PINNACLE
 TU1959  PID         -  TU1959
 TU1959  STATE/COUNTY-  HI/KAUAI
 TU1959  USGS QUAD   -  ANAHOLA (1996)
 TU1959
 TU1959                         *CURRENT SURVEY CONTROL
 TU1959  ___________________________________________________________________
 TU1959* NAD 83(1993)-  22 08 59.84320(N)    159 24 43.07783(W)     ADJUSTED  
 TU1959* LOCAL TIDAL -       782.     (meters)    2566.     (feet)  SCALED    
 TU1959  ___________________________________________________________________
 TU1959  EPOCH DATE  -        1993.62
 TU1959  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 TU1959  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU1959
 TU1959  HORZ ORDER  -  THIRD
 TU1959
 TU1959.The horizontal coordinates were established by classical geodetic methods
 TU1959.and adjusted by the National Geodetic Survey in December 1998..
 TU1959.The horizontal coordinates are valid at the epoch date displayed above.
 TU1959.The epoch date for horizontal control is a decimal equivalence
 TU1959.of Year/Month/Day.
 TU1959
 TU1959.The orthometric height was scaled from a topographic map.
 TU1959
 TU1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1959
 TU1959.The geoid height was determined by GEOID03.
 TU1959
 TU1959;                    North         East     Units Scale Factor Converg.
 TU1959;SPC HI 4     -    35,062.008   509,080.897   MT  0.99999102   +0 01 59.5
 TU1959;UTM  04      - 2,449,482.765   457,521.103   MT  0.99962229   -0 09 19.2
 TU1959
 TU1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1959!SPC HI 4     -   0.99987458  x   0.99999102  =   0.99986560
 TU1959!UTM  04      -   0.99987458  x   0.99962229  =   0.99949691
 TU1959
 TU1959:                Primary Azimuth Mark                     Grid Az
 TU1959:SPC HI 4     -  KILAUEA LANDING STACK                    020 10 47.9
 TU1959:UTM  04      -  KILAUEA LANDING STACK                    020 22 06.6
 TU1959
 TU1959|---------------------------------------------------------------------|
 TU1959| PID    Reference Object                     Distance      Geod. Az  |
 TU1959|                                                           dddmmss.s |
 TU1959| TU1951 KILAUEA LANDING STACK               APPROX. 8.7 KM 0201247.4 |
 TU1959| TU1907 RED                                 APPROX. 9.3 KM 0401817.4 |
 TU1959| TU1958 PUU EU                              APPROX. 2.1 KM 1735806.3 |
 TU1959| CJ8938 PINNACLE RM 1                         4.084 METERS 17416     |
 TU1959| CJ8939 PINNACLE RM 2                         3.566 METERS 21459     |
 TU1959| TU1968 EEYRIE                              APPROX. 7.9 KM 2883428.4 |
 TU1959| TU1965 LAN                                 APPROX.11.1 KM 3224715.4 |
 TU1959| TU1962 CRES                                APPROX. 9.4 KM 3322944.9 |
 TU1959| CJ8940 PINNACLE RM 3                         5.913 METERS 34156     |
 TU1959|---------------------------------------------------------------------|
 TU1959
 TU1959                          SUPERSEDED SURVEY CONTROL
 TU1959
 TU1959  NAD 83(1986)-  22 08 59.80255(N)    159 24 43.13359(W) AD(       ) 3
 TU1959  OLD HI      -  22 09 11.15500(N)    159 24 53.21700(W) AD(       ) 3
 TU1959
 TU1959.Superseded values are not recommended for survey control.
 TU1959.NGS no longer adjusts projects to the OLD HI datum.
 TU1959.See file dsdata.txt to determine how the superseded data were derived.
 TU1959
 TU1959_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5752149483(NAD 83)
 TU1959
 TU1959  HISTORY     - Date     Condition        Report By
 TU1959  HISTORY     - 1910     MONUMENTED       CGS
 TU1959  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1959
 TU1959                          STATION DESCRIPTION
 TU1959
 TU1959'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1959'IN NORTHEAST KAUAI, AT THE EAST END OF NAMAHANA RIDGE, ON THE
 TU1959'WESTERLY OF TWO CONSPICUOUS PEAKS.  IT IS NOT THE HIGHEST PEAK
 TU1959'OF THE RIDGE.  THE SUMMIT WAS CLEARED OF UNDERBRUSH (1910).  THE
 TU1959'STATION STANDS NEAR THE MIDDLE.  APPROACHED BY TRAIL LEADING UP
 TU1959'THE SPUR FROM THE MAUKA (INLAND) END OF THE LOW RIDGE 1-1/2 MILES
 TU1959'SOUTH-SOUTHWEST OF KILAUEA AND THENCE ALONG THE TOP OF THE
 TU1959'MAIN RIDGE.  MARKED BY CROSS CUT IN A SMALL ROCK SET IN THE
 TU1959'GROUND FLUSH WITH SURFACE.  REFERENCE MARKS WERE SET AS
 TU1959'FOLLOWS--NO. 1, FIVE NAILS DRIVEN IN NEAR THE TOP OF A 4-INCH
 TU1959'LIHUE STUMP 2 FEET ABOVE GROUND, DISTANT 15.4 FEET IN AZIMUTH
 TU1959'354 DEG 16 MIN.  NO. 2, FIVE NAILS DRIVEN IN STUMP SIMILAR TO NO.
 TU1959'1, AND 2-1/2 FEET ABOVE GROUND, 11.7 FEET, 34 DEG 59 MIN.  NO.
 TU1959'3, FIVE NAILS DRIVEN IN STUMP SIMILAR TO NO. 1 , AND 3 FEET
 TU1959'ABOVE GROUND, 19.4 FEET, 161 DEG 56 MIN.
 TU1959
 TU1959                          STATION RECOVERY (1966)
 TU1959
 TU1959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1959'STATION WAS SEARCHED FOR BUT NOT FOUND.  ALL THE ROCKS ON THE
 TU1959'PEAK ARE COVERED WITH A LAYER OF HUMUS AND VEGETATION AND IT IS
 TU1959'BELIEVED THAT THE CROSS WAS DESTROYED BY EROSION SINCE THE ROCK
 TU1959'IS EXTREMELY SOFT AND THE HEAVY ROOT SYSTEM CAUSES QUITE RAPID
 TU1959'BREAKDOWN OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3127 ***********************************************************************
 TU3127  DESIGNATION -  PIONEER MILL STACK
 TU3127  PID         -  TU3127
 TU3127  STATE/COUNTY-  HI/MAUI
 TU3127  USGS QUAD   -  LAHAINA (1992)
 TU3127
 TU3127                         *CURRENT SURVEY CONTROL
 TU3127  ___________________________________________________________________
 TU3127* NAD 83(1993)-  20 52 42.45238(N)    156 40 33.85154(W)     ADJUSTED  
 TU3127* LOCAL TIDAL -                                                        
 TU3127  ___________________________________________________________________
 TU3127  EPOCH DATE  -        1993.62
 TU3127  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 TU3127  GEOID HEIGHT-          16.28  (meters)                     GEOID03
 TU3127
 TU3127  HORZ ORDER  -  THIRD
 TU3127
 TU3127.The horizontal coordinates were established by classical geodetic methods
 TU3127.and adjusted by the National Geodetic Survey in December 1998..
 TU3127.The horizontal coordinates are valid at the epoch date displayed above.
 TU3127.The epoch date for horizontal control is a decimal equivalence
 TU3127.of Year/Month/Day.
 TU3127
 TU3127
 TU3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3127
 TU3127.The geoid height was determined by GEOID03.
 TU3127
 TU3127;                    North         East     Units Scale Factor Converg.
 TU3127;SPC HI 2     -    60,349.943   499,021.588   MT  0.99996668   -0 00 12.1
 TU3127;UTM  04      - 2,310,444.519   741,768.070   MT  1.00032241   +0 49 43.0
 TU3127
 TU3127                          SUPERSEDED SURVEY CONTROL
 TU3127
 TU3127  NAD 83(1986)-  20 52 42.41286(N)    156 40 33.82598(W) AD(       ) 4
 TU3127  OLD HI      -  20 52 53.77900(N)    156 40 43.93400(W) AD(       ) 3
 TU3127
 TU3127.Superseded values are not recommended for survey control.
 TU3127.NGS no longer adjusts projects to the OLD HI datum.
 TU3127.See file dsdata.txt to determine how the superseded data were derived.
 TU3127
 TU3127_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4176810445(NAD 83)
 TU3127
 TU3127  HISTORY     - Date     Condition        Report By
 TU3127  HISTORY     - UNK      MONUMENTED
 TU3127  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3127
 TU3127                          STATION DESCRIPTION
 TU3127
 TU3127'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3127'THE OLD STACK WAS TORN DOWN AND REPLACED BY A NEW ONE IN ANOTHER
 TU3127'POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1559 ***********************************************************************
 TU1559  DESIGNATION -  PIPE
 TU1559  PID         -  TU1559
 TU1559  STATE/COUNTY-  HI/HONOLULU
 TU1559  USGS QUAD   -  KAENA (1983)
 TU1559
 TU1559                         *CURRENT SURVEY CONTROL
 TU1559  ___________________________________________________________________
 TU1559* NAD 83(1993)-  21 33 23.16156(N)    158 13 21.01748(W)     ADJUSTED  
 TU1559* LOCAL TIDAL -       574.9    (meters)    1886.     (feet)  VERT ANG  
 TU1559  ___________________________________________________________________
 TU1559  EPOCH DATE  -        1993.62
 TU1559  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 TU1559  GEOID HEIGHT-          14.89  (meters)                     GEOID03
 TU1559
 TU1559  HORZ ORDER  -  FIRST
 TU1559
 TU1559.The horizontal coordinates were established by classical geodetic methods
 TU1559.and adjusted by the National Geodetic Survey in December 1998..
 TU1559.The horizontal coordinates are valid at the epoch date displayed above.
 TU1559.The epoch date for horizontal control is a decimal equivalence
 TU1559.of Year/Month/Day.
 TU1559
 TU1559.The orthometric height was determined by vertical angle observations.
 TU1559
 TU1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1559
 TU1559.The geoid height was determined by GEOID03.
 TU1559
 TU1559;                    North         East     Units Scale Factor Converg.
 TU1559;SPC HI 3     -    43,171.711   476,953.093   MT  0.99999656   -0 04 54.3
 TU1559;UTM  04      - 2,383,932.407   580,502.697   MT  0.99968008   +0 17 08.5
 TU1559
 TU1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1559!SPC HI 3     -   0.99990731  x   0.99999656  =   0.99990387
 TU1559!UTM  04      -   0.99990731  x   0.99968008  =   0.99958742
 TU1559
 TU1559:                Primary Azimuth Mark                     Grid Az
 TU1559:SPC HI 3     -  MOKU RADAR ANTENNA                       112 13 56.7
 TU1559:UTM  04      -  MOKU RADAR ANTENNA                       111 51 53.9
 TU1559
 TU1559|---------------------------------------------------------------------|
 TU1559| PID    Reference Object                     Distance      Geod. Az  |
 TU1559|                                                           dddmmss.s |
 TU1559| TU1544 MOKU RADAR ANTENNA                  APPROX. 3.1 KM 1120902.4 |
 TU1559| TU1529 MT KAALA SE RADAR DOME              APPROX. 9.9 KM 1230012.6 |
 TU1559| CJ8941 PIPE RM 1                             6.721 METERS 19130     |
 TU1559| CJ8942 PIPE RM 2                             7.459 METERS 27951     |
 TU1559| TU1575 KAENA POINT RADAR DOME              APPROX. 2.1 KM 2873906.4 |
 TU1559|---------------------------------------------------------------------|
 TU1559
 TU1559                          SUPERSEDED SURVEY CONTROL
 TU1559
 TU1559  NAD 83(1986)-  21 33 23.11049(N)    158 13 21.02880(W) AD(       ) 1
 TU1559  OLD HI      -  21 33 34.52178(N)    158 13 30.93319(W) AD(       ) 1
 TU1559
 TU1559.Superseded values are not recommended for survey control.
 TU1559.NGS no longer adjusts projects to the OLD HI datum.
 TU1559.See file dsdata.txt to determine how the superseded data were derived.
 TU1559
 TU1559_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8050383932(NAD 83)
 TU1559_MARKER: Z = SEE DESCRIPTION
 TU1559_SETTING: 0 = UNSPECIFIED SETTING
 TU1559
 TU1559  HISTORY     - Date     Condition        Report By
 TU1559  HISTORY     - 1969     MONUMENTED       CGS
 TU1559
 TU1559                          STATION DESCRIPTION
 TU1559
 TU1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1559'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST OF WAIALUA, 4 MILES
 TU1559'SOUTHEAST OF KAENA POINT AND 1 MILE SOUTHEAST OF THE KAENA POINT
 TU1559'TRACKING STATION.
 TU1559'
 TU1559'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE, GO NORTHERLY
 TU1559'ON STATE HIGHWAY 90 FOR 6.4 MILES TO KANEANA CAVE ON THE RIGHT,
 TU1559'CONTINUE NORTHERLY ON STATE HIGHWAY 90 FOR 2.1 MILES TO A SIDE
 TU1559'ROAD RIGHT AND A SIGN UNITED STATES AIR FORCE-SPACE AND MISSLE
 TU1559'SYSTEMS-KAENA POINT TRACKING STATION, TURN RIGHT AND GO EASTERLY
 TU1559'ON THE WINDING, SURFACED ROAD FOR 1.9 MILES TO THE GUARD STATION
 TU1559'JUST AFTER CROSSING A RIDGE.  TURN RIGHT AND FOLLOW THE
 TU1559'SURFACED ROAD SOUTH, EAST AND NORTHEAST FOR 0.6 MILE TO A DIM
 TU1559'TRACK ROAD RIGHT.  WITH A 4-WHEEL DRIVE VEHICLE, TURN RIGHT
 TU1559'AND GO SOUTHEASTERLY ON THE ROUGH, WINDING ROAD FOR
 TU1559'1.7 MILES TO WHERE THE MAIN ROAD CROSSES OVER A RIDGE AND A
 TU1559'DIM TRACK ROAD LEADS NORTHERLY ALONG THE RIDGE, BEAR LEFT
 TU1559'AND FOLLOW THE DIM TRACK ROAD NORTHERLY TO THE HIGHEST POINT
 TU1559'IN THE IMMEDIATE VICINITY AND THE STATION ABOUT 0.05 MILE NORTH
 TU1559'OF WHERE THE MAIN ROAD CROSSES THE RIDGE.
 TU1559'
 TU1559'THE STATION MARK IS A STANDARD DISK STAMPED PIPE 1969, BRAZED TO
 TU1559'THE TOP OF A 2-1/2 INCH SOIL PIPE PROJECTING ABOUT 2 INCHES ABOVE
 TU1559'THE GROUND.  IT IS ABOUT 0.2 MILE NORTH OF AN OLD BUNKER WHICH IS
 TU1559'ON A SLIGHTLY HIGHER POINT OF THE RIDGE, 9 FEET EAST OF THE
 TU1559'APPROXIMATE CENTER OF THE TRACK ROAD AND 5.0 FEET NORTHWEST OF A
 TU1559'WITNESS POST.
 TU1559'
 TU1559'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PIPE NO 1 1969,
 TU1559'BRAZED TO THE TOP OF A 2-1/2 INCH SOIL PIPE PROJECTING ABOUT 7
 TU1559'INCHES ABOVE THE GROUND.  IT IS 20.4 FEET SOUTHWEST OF THE WITNESS
 TU1559'POST AND 7 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 TU1559'
 TU1559'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PIPE NO 2 1969,
 TU1559'BRAZED TO THE TOP OF A 2-1/2 INCH SOIL PIPE PROJECTING ABOUT 6
 TU1559'INCHES ABOVE THE GROUND.  IT IS 29.1 FEET NORTHWEST OF THE WITNESS
 TU1559'POST AND 5 FEET WEST OF THE TRACK ROAD.
 TU1559'
 TU1559'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 TU1559'
 TU1559'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2162 ***********************************************************************
 TU2162  DESIGNATION -  PIPE
 TU2162  PID         -  TU2162
 TU2162  STATE/COUNTY-  HI/HAWAII
 TU2162  USGS QUAD   -  PAPAALOA (1980)
 TU2162
 TU2162                         *CURRENT SURVEY CONTROL
 TU2162  ___________________________________________________________________
 TU2162* NAD 83(1993)-  19 54 00.85107(N)    155 07 33.22403(W)     ADJUSTED  
 TU2162* LOCAL TIDAL -                                                        
 TU2162  ___________________________________________________________________
 TU2162  EPOCH DATE  -        1993.62
 TU2162  LAPLACE CORR-         -19.56  (seconds)                    DEFLEC99
 TU2162  GEOID HEIGHT-          17.54  (meters)                     GEOID03
 TU2162
 TU2162  HORZ ORDER  -  THIRD
 TU2162
 TU2162.The horizontal coordinates were established by classical geodetic methods
 TU2162.and adjusted by the National Geodetic Survey in December 1998..
 TU2162.The horizontal coordinates are valid at the epoch date displayed above.
 TU2162.The epoch date for horizontal control is a decimal equivalence
 TU2162.of Year/Month/Day.
 TU2162
 TU2162
 TU2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2162
 TU2162.The geoid height was determined by GEOID03.
 TU2162
 TU2162;                    North         East     Units Scale Factor Converg.
 TU2162;SPC HI 1     -   118,142.046   539,172.453   MT  0.99998563   +0 07 38.4
 TU2162;UTM  05      - 2,201,847.392   277,440.946   MT  1.00021226   -0 43 26.1
 TU2162
 TU2162                          SUPERSEDED SURVEY CONTROL
 TU2162
 TU2162  NAD 83(1986)-  19 54 00.82382(N)    155 07 33.23210(W) AD(       ) 4
 TU2162  OLD HI      -  19 54 11.81000(N)    155 07 43.20000(W) AD(       ) 3
 TU2162
 TU2162.Superseded values are not recommended for survey control.
 TU2162.NGS no longer adjusts projects to the OLD HI datum.
 TU2162.See file dsdata.txt to determine how the superseded data were derived.
 TU2162
 TU2162_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC7744101847(NAD 83)
 TU2162
 TU2162  HISTORY     - Date     Condition        Report By
 TU2162  HISTORY     - 1912     MONUMENTED       CGS
 TU2162  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2162
 TU2162                          STATION DESCRIPTION
 TU2162
 TU2162'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2162'ON EAST COAST OF HAWAII, AT HAKALAU, THE VERY SLENDER STACK RISING
 TU2162'FROM THE GROUP OF BUILDINGS STANDING AT THE CORNER WHERE GULCH
 TU2162'BREAKS THROUGH CLIFF.  IT IS 13 METERS DUE WEST OF STATION HOIST.
 TU2162
 TU2162                          STATION RECOVERY (1966)
 TU2162
 TU2162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2162'STATION IS DESTROYED.  STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3397 ***********************************************************************
 TU3397  DESIGNATION -  PIPE
 TU3397  PID         -  TU3397
 TU3397  STATE/COUNTY-  HI/MAUI
 TU3397  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3397
 TU3397                         *CURRENT SURVEY CONTROL
 TU3397  ___________________________________________________________________
 TU3397* NAD 83(1993)-  21 05 40.44731(N)    157 01 08.66411(W)     ADJUSTED  
 TU3397* LOCAL TIDAL -                                                        
 TU3397  ___________________________________________________________________
 TU3397  EPOCH DATE  -        1993.62
 TU3397  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 TU3397  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU3397
 TU3397  HORZ ORDER  -  THIRD
 TU3397
 TU3397.The horizontal coordinates were established by classical geodetic methods
 TU3397.and adjusted by the National Geodetic Survey in December 1998..
 TU3397.The horizontal coordinates are valid at the epoch date displayed above.
 TU3397.The epoch date for horizontal control is a decimal equivalence
 TU3397.of Year/Month/Day.
 TU3397
 TU3397
 TU3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3397
 TU3397.The geoid height was determined by GEOID03.
 TU3397
 TU3397;                    North         East     Units Scale Factor Converg.
 TU3397;SPC HI 2     -    84,316.631   463,384.311   MT  0.99998323   -0 07 36.6
 TU3397;UTM  04      - 2,333,894.500   705,775.982   MT  1.00012330   +0 42 47.5
 TU3397
 TU3397                          SUPERSEDED SURVEY CONTROL
 TU3397
 TU3397  NAD 83(1986)-  21 05 40.40270(N)    157 01 08.61443(W) AD(       ) 4
 TU3397  OLD HI      -  21 05 51.82000(N)    157 01 18.69000(W) AD(       ) 3
 TU3397
 TU3397.Superseded values are not recommended for survey control.
 TU3397.NGS no longer adjusts projects to the OLD HI datum.
 TU3397.See file dsdata.txt to determine how the superseded data were derived.
 TU3397
 TU3397_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0577633895(NAD 83)
 TU3397
 TU3397  HISTORY     - Date     Condition        Report By
 TU3397  HISTORY     - UNK      MONUMENTED
 TU3397  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3397
 TU3397                          STATION DESCRIPTION
 TU3397
 TU3397'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3397'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE AND
 TU3397'THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3397'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK WAS FOUND.
 TU3397'
 TU3397'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2258 ***********************************************************************
 TU2258  DESIGNATION -  PLATFORM BOLLARD
 TU2258  PID         -  TU2258
 TU2258  STATE/COUNTY-  HI/HAWAII
 TU2258  USGS QUAD   -  HILO (1995)
 TU2258
 TU2258                         *CURRENT SURVEY CONTROL
 TU2258  ___________________________________________________________________
 TU2258* NAD 83(1993)-  19 44 05.03527(N)    155 03 22.03161(W)     ADJUSTED  
 TU2258* LOCAL TIDAL -         2.0    (meters)       7.     (feet)  VERT ANG  
 TU2258  ___________________________________________________________________
 TU2258  EPOCH DATE  -        1993.62
 TU2258  LAPLACE CORR-         -17.39  (seconds)                    DEFLEC99
 TU2258  GEOID HEIGHT-          17.58  (meters)                     GEOID03
 TU2258
 TU2258  HORZ ORDER  -  THIRD
 TU2258
 TU2258.The horizontal coordinates were established by classical geodetic methods
 TU2258.and adjusted by the National Geodetic Survey in December 1998..
 TU2258.The horizontal coordinates are valid at the epoch date displayed above.
 TU2258.The epoch date for horizontal control is a decimal equivalence
 TU2258.of Year/Month/Day.
 TU2258
 TU2258.The orthometric height was determined by vertical angle observations.
 TU2258
 TU2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2258
 TU2258.The geoid height was determined by GEOID03.
 TU2258
 TU2258;                    North         East     Units Scale Factor Converg.
 TU2258;SPC HI 1     -    99,838.313   546,526.886   MT  0.99999341   +0 08 59.6
 TU2258;UTM  05      - 2,183,433.090   284,525.171   MT  1.00017391   -0 41 40.4
 TU2258
 TU2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2258!SPC HI 1     -   0.99999692  x   0.99999341  =   0.99999033
 TU2258!UTM  05      -   0.99999692  x   1.00017391  =   1.00017083
 TU2258
 TU2258                          SUPERSEDED SURVEY CONTROL
 TU2258
 TU2258  NAD 83(1986)-  19 44 05.00281(N)    155 03 22.05002(W) AD(       ) 4
 TU2258  OLD HI      -  19 44 15.94780(N)    155 03 32.01695(W) AD(       ) 3
 TU2258
 TU2258.Superseded values are not recommended for survey control.
 TU2258.NGS no longer adjusts projects to the OLD HI datum.
 TU2258.See file dsdata.txt to determine how the superseded data were derived.
 TU2258
 TU2258_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8452583433(NAD 83)
 TU2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2258+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 TU2258
 TU2258  HISTORY     - Date     Condition        Report By
 TU2258  HISTORY     - UNK      MONUMENTED
 TU2258  HISTORY     - 20051010 GOOD             USPSQD
 TU2258
 TU2258                          STATION DESCRIPTION
 TU2258
 TU2258'DESCRIBED UNK
 TU2258'RECOVERED AS DESCRIBED.
 TU2258
 TU2258                          STATION RECOVERY (2005)
 TU2258
 TU2258'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU2258'PICTURE 1133
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2471 ***********************************************************************
 TU2471  DESIGNATION -  PO
 TU2471  PID         -  TU2471
 TU2471  STATE/COUNTY-  HI/HAWAII
 TU2471  USGS QUAD   -  POHUE BAY (1995)
 TU2471
 TU2471                         *CURRENT SURVEY CONTROL
 TU2471  ___________________________________________________________________
 TU2471* NAD 83(1993)-  19 00 17.95821(N)    155 47 42.73622(W)     ADJUSTED  
 TU2471* LOCAL TIDAL -        16.8    (meters)      55.     (feet)  VERT ANG  
 TU2471  ___________________________________________________________________
 TU2471  EPOCH DATE  -        1993.62
 TU2471  LAPLACE CORR-           9.01  (seconds)                    DEFLEC99
 TU2471  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU2471
 TU2471  HORZ ORDER  -  THIRD
 TU2471
 TU2471.The horizontal coordinates were established by classical geodetic methods
 TU2471.and adjusted by the National Geodetic Survey in December 1998..
 TU2471.The horizontal coordinates are valid at the epoch date displayed above.
 TU2471.The epoch date for horizontal control is a decimal equivalence
 TU2471.of Year/Month/Day.
 TU2471
 TU2471.The orthometric height was determined by vertical angle observations.
 TU2471
 TU2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2471
 TU2471.The geoid height was determined by GEOID03.
 TU2471
 TU2471;                    North         East     Units Scale Factor Converg.
 TU2471;SPC HI 1     -    19,026.130   468,919.178   MT  0.99997860   -0 05 46.1
 TU2471;UTM  05      - 2,103,718.325   205,721.190   MT  1.00067066   -0 54 39.3
 TU2471
 TU2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2471!SPC HI 1     -   0.99999487  x   0.99997860  =   0.99997347
 TU2471!UTM  05      -   0.99999487  x   1.00067066  =   1.00066553
 TU2471
 TU2471|---------------------------------------------------------------------|
 TU2471| PID    Reference Object                     Distance      Geod. Az  |
 TU2471|                                                           dddmmss.s |
 TU2471| CN6006 PO RM 1                              14.724 METERS 03920     |
 TU2471| TU2468 PUU KI RESET                        245.764 METERS 09339     |
 TU2471| CN6007 PO RM 2                              11.982 METERS 17257     |
 TU2471| TU2470 NA PUU A PELE RESET                 APPROX. 6.6 KM 2915152.3 |
 TU2471|---------------------------------------------------------------------|
 TU2471
 TU2471                          SUPERSEDED SURVEY CONTROL
 TU2471
 TU2471  NAD 83(1986)-  19 00 17.94905(N)    155 47 42.78777(W) AD(       ) 3
 TU2471  OLD HI      -  19 00 28.75025(N)    155 47 52.81761(W) AD(       ) 3
 TU2471
 TU2471.Superseded values are not recommended for survey control.
 TU2471.NGS no longer adjusts projects to the OLD HI datum.
 TU2471.See file dsdata.txt to determine how the superseded data were derived.
 TU2471
 TU2471_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0572103718(NAD 83)
 TU2471_MARKER: DH = HORIZONTAL CONTROL DISK
 TU2471_SETTING: 66 = SET IN ROCK OUTCROP
 TU2471_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TU2471_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2471+STABILITY: POSITION/ELEVATION WELL
 TU2471
 TU2471  HISTORY     - Date     Condition        Report By
 TU2471  HISTORY     - 1979     MONUMENTED       NOS
 TU2471
 TU2471                          STATION DESCRIPTION
 TU2471
 TU2471'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2471'THE STATION IS LOCATED ATOP THE CLIFF ON THE SOUTH SIDE
 TU2471'OF POHUE BAY. THE STATION WAS ESTABLISHED TO FACILITATE
 TU2471'THE SURVEY OF THE BAY. CONSEQUENTLY IT WAS PLACED VERY
 TU2471'CLOSE TO THE CLIFF EDGE. THE STATION AND REFERENCE MARKS
 TU2471'ARE STANDARD DISKS. TO REACH FROM HIGHWAY 11 AND PRINCE
 TU2471'KUHIO ROAD, DRIVE WEST 0.2 MILES TO FIRST LEFT, MAILE
 TU2471'DRIVE. DRIVE SOUTH ON MAILE DRIVE TO SECOND RIGHT, MAKAI
 TU2471'BLVD. FOLLOW MAKAI DOWN ABOUT 3 MILES TO A DIRT ROAD AND
 TU2471'A CABLE STRUNG ACROSS THE ROAD. THE KEY TO THIS GATE CAN
 TU2471'BE OBTAINED AT KAHUKU RANCH, WHICH IS 5 MILES SOUTH OF THE
 TU2471'INTERSECTION OF HIGHWAY 11 AND PRINCE KUHIO ROAD. FOLLOW
 TU2471'THE DIRT ROAD 1.6 MILES TO ANOTHER SUCH GATE. KEY IS ALSO
 TU2471'OBTAINED AT KAHUKU RANCH. FROM THIS GATE FOLLOW THE ROAD
 TU2471'0.6 MILE TO THE COAST. TURN SOUTH AND HEAD TOWARDS THE LOW
 TU2471'HILLS TO THE SOUTH AND EAST. STATION PUU KI IS ON TOP OF THE
 TU2471'HIGHEST POINT IN THE AREA. STATION PO IS ON THE CLIFFS
 TU2471'BELOW PUU KI. FROM STATION PO, STATION PUU KI BEARS EAST
 TU2471'NA PUU A PELE BEARS WEST, A WOODEN SHACK ON THE SOUTHERN
 TU2471'MOST BEACH BEARS NNW. A CAIRN HAS BEEN BUILT OVER THE
 TU2471'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1512 ***********************************************************************
 TU1512  DESIGNATION -  POAMOHO
 TU1512  PID         -  TU1512
 TU1512  STATE/COUNTY-  HI/HONOLULU
 TU1512  USGS QUAD   -  HALEIWA (1983)
 TU1512
 TU1512                         *CURRENT SURVEY CONTROL
 TU1512  ___________________________________________________________________
 TU1512* NAD 83(1993)-  21 30 47.99851(N)    158 02 26.43723(W)     ADJUSTED  
 TU1512* LOCAL TIDAL -       299.4    (meters)     982.     (feet)  VERT ANG  
 TU1512  ___________________________________________________________________
 TU1512  EPOCH DATE  -        1993.62
 TU1512  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 TU1512  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1512
 TU1512  HORZ ORDER  -  FIRST
 TU1512
 TU1512.The horizontal coordinates were established by classical geodetic methods
 TU1512.and adjusted by the National Geodetic Survey in December 1998..
 TU1512.The horizontal coordinates are valid at the epoch date displayed above.
 TU1512.The epoch date for horizontal control is a decimal equivalence
 TU1512.of Year/Month/Day.
 TU1512
 TU1512.The orthometric height was determined by vertical angle observations.
 TU1512
 TU1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1512
 TU1512.The geoid height was determined by GEOID03.
 TU1512
 TU1512;                    North         East     Units Scale Factor Converg.
 TU1512;SPC HI 3     -    38,383.564   495,785.466   MT  0.99999022   -0 00 53.7
 TU1512;UTM  04      - 2,379,266.381   599,359.845   MT  0.99972199   +0 21 06.6
 TU1512
 TU1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1512!SPC HI 3     -   0.99995049  x   0.99999022  =   0.99994071
 TU1512!UTM  04      -   0.99995049  x   0.99972199  =   0.99967250
 TU1512
 TU1512:                Primary Azimuth Mark                     Grid Az
 TU1512:SPC HI 3     -  WHITMORE MIL RES DOUBLE TANK             039 34 42.7
 TU1512:UTM  04      -  WHITMORE MIL RES DOUBLE TANK             039 12 42.4
 TU1512
 TU1512|---------------------------------------------------------------------|
 TU1512| PID    Reference Object                     Distance      Geod. Az  |
 TU1512|                                                           dddmmss.s |
 TU1512| TU1509 WHITMORE MIL RES DOUBLE TANK        APPROX. 3.9 KM 0393349.0 |
 TU1512| TU1508 WAHIAWA USN COMM STA TOWER          APPROX. 3.6 KM 0851419.4 |
 TU1512| CJ8943 POAMOHO RM 1                         10.036 METERS 16923     |
 TU1512| TU1631 KUNIA RADIO STA KAHU MAST           APPROX. 8.1 KM 1943343.5 |
 TU1512| CJ8944 POAMOHO RM 2                         10.150 METERS 35040     |
 TU1512|---------------------------------------------------------------------|
 TU1512
 TU1512                          SUPERSEDED SURVEY CONTROL
 TU1512
 TU1512  NAD 83(1986)-  21 30 47.94848(N)    158 02 26.44833(W) AD(       ) 1
 TU1512  OLD HI      -  21 30 59.36321(N)    158 02 36.34515(W) AD(       ) 1
 TU1512
 TU1512.Superseded values are not recommended for survey control.
 TU1512.NGS no longer adjusts projects to the OLD HI datum.
 TU1512.See file dsdata.txt to determine how the superseded data were derived.
 TU1512
 TU1512_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9936079266(NAD 83)
 TU1512_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1512_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1512
 TU1512  HISTORY     - Date     Condition        Report By
 TU1512  HISTORY     - 1969     MONUMENTED       CGS
 TU1512
 TU1512                          STATION DESCRIPTION
 TU1512
 TU1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1512'THE STATION IS LOCATED ON THE ISLAND OAHU, ABOUT 1-1/2 MILES NORTH
 TU1512'OF WAHIAWA, 2 MILES NORTHEAST OF SCHOFIELD BARRACKS, ON THE ROAD
 TU1512'RIGHT OF WAY AND ON THE EAST SIDE OF A TRIANGLE FORMED BY THE
 TU1512'JUNCTION OF STATE HIGHWAYS 80 AND 82.
 TU1512'
 TU1512'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 80
 TU1512'AND CALIFORNIA BOULEVARD IN THE APPROXIMATE CENTER OF WAHIAWA,
 TU1512'GO NORTHERLY ON STATE HIGHWAY 80 FOR 1.35 MILES TO A FORK.  TAKE
 TU1512'THE RIGHT FORK AND CONTINUE NORTH FOR 0.2 MILE TO THE STATION ON
 TU1512'THE LEFT.
 TU1512'
 TU1512'THE STATION MARK IS A STANDARD DISK STAMPED POAMOHO 1969, SET IN
 TU1512'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 125
 TU1512'PACES SOUTH OF THE NORTH POINT OF THE TRIANGLE, 122 FEET NORTH
 TU1512'OF A POWERLINE POLE AND 27.5 FEET WEST OF THE CENTERLINE OF THE
 TU1512'HIGHWAY.
 TU1512'
 TU1512'REFERENCE MARK 1 IS A STANDARD DISK STAMPED POAMOHO NO 1 1969,
 TU1512'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 TU1512'IS 88 FEET NORTH OF THE POWERLINE POLE AND 25.3 FEET WEST OF
 TU1512'THE CENTERLINE OF THE HIGHWAY.
 TU1512'
 TU1512'REFERENCE MARK 2 IS A STANDARD DISK STAMPED POAMOHO NO 2 1969,
 TU1512'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 TU1512'IS 155 FEET NORTH OF THE POWERLINE POLE AND 30.0 FEET WEST OF THE
 TU1512'CENTERLINE OF THE HIGHWAY.
 TU1512'
 TU1512'AN AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 TU1512'
 TU1512'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1725 ***********************************************************************
 TU1725  DESIGNATION -  POC 241+00
 TU1725  PID         -  TU1725
 TU1725  STATE/COUNTY-  HI/HONOLULU
 TU1725  USGS QUAD   -  WAIANAE (1983)
 TU1725
 TU1725                         *CURRENT SURVEY CONTROL
 TU1725  ___________________________________________________________________
 TU1725* NAD 83(1993)-  21 23 47.10676(N)    158 09 45.99483(W)     ADJUSTED  
 TU1725* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1725  ___________________________________________________________________
 TU1725  EPOCH DATE  -        1993.62
 TU1725  LAPLACE CORR-           7.49  (seconds)                    DEFLEC99
 TU1725  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU1725
 TU1725  HORZ ORDER  -  THIRD
 TU1725
 TU1725.The horizontal coordinates were established by classical geodetic methods
 TU1725.and adjusted by the National Geodetic Survey in December 1998..
 TU1725.The horizontal coordinates are valid at the epoch date displayed above.
 TU1725.The epoch date for horizontal control is a decimal equivalence
 TU1725.of Year/Month/Day.
 TU1725
 TU1725.The orthometric height was scaled from a topographic map.
 TU1725
 TU1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1725
 TU1725.The geoid height was determined by GEOID03.
 TU1725
 TU1725;                    North         East     Units Scale Factor Converg.
 TU1725;SPC HI 3     -    25,446.783   483,121.319   MT  0.99999352   -0 03 33.8
 TU1725;UTM  04      - 2,366,252.713   586,782.126   MT  0.99969306   +0 18 19.6
 TU1725
 TU1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1725!SPC HI 3     -   0.99999712  x   0.99999352  =   0.99999064
 TU1725!UTM  04      -   0.99999712  x   0.99969306  =   0.99969018
 TU1725
 TU1725|---------------------------------------------------------------------|
 TU1725| PID    Reference Object                     Distance      Geod. Az  |
 TU1725|                                                           dddmmss.s |
 TU1725| TU1724 253+00                              365.027 METERS 12250     |
 TU1725| TU1726 PT 223+58.26                        APPROX. 0.5 KM 2882025.8 |
 TU1725|---------------------------------------------------------------------|
 TU1725
 TU1725                          SUPERSEDED SURVEY CONTROL
 TU1725
 TU1725  NAD 83(1986)-  21 23 47.05465(N)    158 09 46.00697(W) AD(       ) 3
 TU1725  OLD HI      -  21 23 58.44082(N)    158 09 55.89827(W) AD(       ) 3
 TU1725
 TU1725.Superseded values are not recommended for survey control.
 TU1725.NGS no longer adjusts projects to the OLD HI datum.
 TU1725.See file dsdata.txt to determine how the superseded data were derived.
 TU1725
 TU1725_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8678266253(NAD 83)
 TU1725_MARKER: Z = SEE DESCRIPTION
 TU1725_SETTING: 0 = UNSPECIFIED SETTING
 TU1725
 TU1725  HISTORY     - Date     Condition        Report By
 TU1725  HISTORY     - 1970     MONUMENTED       HIDT
 TU1725
 TU1725                          STATION DESCRIPTION
 TU1725
 TU1725'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1725'TO REACH STATION FROM THE U.S. POST OFFICE, NANAKULI BRANCH, AT
 TU1725'THE INTERSECTION OF HIGHWAY 90 AND LUALUALEI AMMUNITION DEPOT
 TU1725'ROAD, PROCEED 0.9 MILE NORTHWEST ALONG HIGHWAY 90 TO
 TU1725'STATION.  STATION IS LOCATED ON THE CENTERLINE OF HIGHWAY 90
 TU1725'OPPOSITE THE DRIVEWAY OF HOUSE 87-524.
 TU1725'
 TU1725'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 241 + 00
 TU1725'SET IN CONCRETE AND LEVEL WITH ROAD.  TIES TO STATION ARE--SSE
 TU1725'45.7 FT. FROM BANYAN TREE IN LOT 87-1524, SW 43.0 FT. FROM
 TU1725'UTILITY POLE 100 AND NW 3.8 FT. FROM WATER VALVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1051 ***********************************************************************
 TU1051  DESIGNATION -  PODMORE 1926
 TU1051  PID         -  TU1051
 TU1051  STATE/COUNTY-  HI/HONOLULU
 TU1051  USGS QUAD   -  MOKAPU (1983)
 TU1051
 TU1051                         *CURRENT SURVEY CONTROL
 TU1051  ___________________________________________________________________
 TU1051* NAD 83(1993)-  21 23 08.11449(N)    157 42 59.79764(W)     ADJUSTED  
 TU1051* LOCAL TIDAL -       172.     (meters)     564.     (feet)  SCALED    
 TU1051  ___________________________________________________________________
 TU1051  EPOCH DATE  -        1993.62
 TU1051  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 TU1051  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1051
 TU1051  HORZ ORDER  -  THIRD
 TU1051
 TU1051.The horizontal coordinates were established by classical geodetic methods
 TU1051.and adjusted by the National Geodetic Survey in December 1998..
 TU1051.The horizontal coordinates are valid at the epoch date displayed above.
 TU1051.The epoch date for horizontal control is a decimal equivalence
 TU1051.of Year/Month/Day.
 TU1051
 TU1051.The orthometric height was scaled from a topographic map.
 TU1051
 TU1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1051
 TU1051.The geoid height was determined by GEOID03.
 TU1051
 TU1051;                    North         East     Units Scale Factor Converg.
 TU1051;SPC HI 3     -    24,265.297   529,387.584   MT  1.00000067   +0 06 12.0
 TU1051;UTM  04      - 2,365,366.017   633,043.814   MT  0.99981873   +0 28 05.0
 TU1051
 TU1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1051!SPC HI 3     -   0.99997050  x   1.00000067  =   0.99997117
 TU1051!UTM  04      -   0.99997050  x   0.99981873  =   0.99978924
 TU1051
 TU1051:                Primary Azimuth Mark                     Grid Az
 TU1051:SPC HI 3     -  MOKULUA ISLAND                           070 05 40.5
 TU1051:UTM  04      -  MOKULUA ISLAND                           069 43 47.5
 TU1051
 TU1051|---------------------------------------------------------------------|
 TU1051| PID    Reference Object                     Distance      Geod. Az  |
 TU1051|                                                           dddmmss.s |
 TU1051| TU1049 MOKULUA ISLAND                      APPROX. 2.0 KM 0701152.5 |
 TU1051| TU1012 MANANA ISLAND                       APPROX. 9.0 KM 1353237.6 |
 TU1051| TU1019 WAIMANALO WHARF DERRICK             APPROX. 6.5 KM 1563946.4 |
 TU1051| TU1091 KAILUA RESET                        APPROX. 6.1 KM 2681924.2 |
 TU1051| TU1067 G P WILCOX FLAGPOLE                 APPROX. 4.1 KM 3163549.5 |
 TU1051| TU1053 MOKOLEA ROCK HIGHEST PART           APPROX. 5.1 KM 3563657.8 |
 TU1051|---------------------------------------------------------------------|
 TU1051
 TU1051                          SUPERSEDED SURVEY CONTROL
 TU1051
 TU1051  NAD 83(1986)-  21 23 08.06418(N)    157 42 59.80574(W) AD(       ) 3
 TU1051  OLD HI      -  21 23 19.47500(N)    157 43 09.68800(W) AD(       ) 3
 TU1051
 TU1051.Superseded values are not recommended for survey control.
 TU1051.NGS no longer adjusts projects to the OLD HI datum.
 TU1051.See file dsdata.txt to determine how the superseded data were derived.
 TU1051
 TU1051_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3304465366(NAD 83)
 TU1051
 TU1051  HISTORY     - Date     Condition        Report By
 TU1051  HISTORY     - 1926     MONUMENTED       CGS
 TU1051  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1051  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1051
 TU1051                          STATION DESCRIPTION
 TU1051
 TU1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1051'ON THE SOUTHEAST COAST OF OAHU, ON TOP OF SHARP HILL MIDWAY
 TU1051'BETWEEN WAILEA AND ALALA POINTS, AND 600 METERS BACK FROM THE
 TU1051'BEACH.  IT IS ABOVE THE RECENTLY SUBDIVIDED RESIDENTIAL DISTRICT
 TU1051'OF LANAKAI, THE DIVIDING LINE BETWEEN LOTS 2 AND 3 (M. R. KELLEM
 TU1051'OWNS THE LATTER) WOULD IF CONTINUED FROM THE BEACH UP THE HILL
 TU1051'PASS 100 METERS NORTH OF THE STATION.  MARK IS A SHORT SECTION
 TU1051'OF 1 1/2-INCH GALVANIZED IRON PIPE SET VERTICALLY IN ROCK WITH
 TU1051'CONCRETE.  A SMOOTHED SPOT IN THE CONCRETE IS MARKED PODMORE,
 TU1051'5/27/15.  THIS IS A PRIVATE SURVEY MARK.
 TU1051
 TU1051                          STATION RECOVERY (1933)
 TU1051
 TU1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1051'STATION RECOVERED IN GOOD CONDITION.  A GOOD TRAIL LEADS TO
 TU1051'STATION ALONG RIDGE E OF STATION, STARTING AT END OF PAVED STREET
 TU1051'BELOW AND E OF STATION.  A FENCE PASSES ALONGSIDE OF MARK.
 TU1051
 TU1051                          STATION RECOVERY (1965)
 TU1051
 TU1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1051'STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE IS AN OLD
 TU1051'CONCRETE, ARMY PILLBOX ON THE HILL AND IT IS BELIEVED THAT THE
 TU1051'STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1797 ***********************************************************************
 TU1797  DESIGNATION -  POHAKEA
 TU1797  PID         -  TU1797
 TU1797  STATE/COUNTY-  HI/KAUAI
 TU1797  USGS QUAD   -  HANAPEPE (1996)
 TU1797
 TU1797                         *CURRENT SURVEY CONTROL
 TU1797  ___________________________________________________________________
 TU1797* NAD 83(1993)-  21 56 32.77873(N)    159 32 28.00543(W)     ADJUSTED  
 TU1797* LOCAL TIDAL -       436.0    (meters)    1430.     (feet)  VERT ANG  
 TU1797  ___________________________________________________________________
 TU1797  EPOCH DATE  -        1993.62
 TU1797  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 TU1797  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU1797
 TU1797  HORZ ORDER  -  SECOND
 TU1797
 TU1797.The horizontal coordinates were established by classical geodetic methods
 TU1797.and adjusted by the National Geodetic Survey in December 1998..
 TU1797.The horizontal coordinates are valid at the epoch date displayed above.
 TU1797.The epoch date for horizontal control is a decimal equivalence
 TU1797.of Year/Month/Day.
 TU1797
 TU1797.The orthometric height was determined by vertical angle observations.
 TU1797
 TU1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1797
 TU1797.The geoid height was determined by GEOID03.
 TU1797
 TU1797;                    North         East     Units Scale Factor Converg.
 TU1797;SPC HI 4     -    12,081.533   495,752.954   MT  0.99999022   -0 00 55.3
 TU1797;UTM  04      - 2,426,554.332   444,122.783   MT  0.99963858   -0 12 07.9
 TU1797
 TU1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1797!SPC HI 4     -   0.99992892  x   0.99999022  =   0.99991914
 TU1797!UTM  04      -   0.99992892  x   0.99963858  =   0.99956753
 TU1797
 TU1797:                Primary Azimuth Mark                     Grid Az
 TU1797:SPC HI 4     -  POIPU LORAN TRANSM STA MAST              128 53 10.1
 TU1797:UTM  04      -  POIPU LORAN TRANSM STA MAST              129 04 22.7
 TU1797
 TU1797|---------------------------------------------------------------------|
 TU1797| PID    Reference Object                     Distance      Geod. Az  |
 TU1797|                                                           dddmmss.s |
 TU1797| TU1764 POIPU LORAN TRANSM STA MAST         APPROX.12.9 KM 1285214.8 |
 TU1797| CJ8945 POHAKEA RM 1                          7.082 METERS 17733     |
 TU1797| TU1800 NUMILA RADIO STATION KUAI MAST      APPROX. 5.9 KM 1934523.7 |
 TU1797| TU1801 MAC                                 APPROX. 6.1 KM 1972126.1 |
 TU1797| TU1803 MCBRYDE SUGAR MILL STACK            APPROX. 5.3 KM 2003229.4 |
 TU1797| TU1804 GOVERNMENT FLAG                     APPROX. 5.8 KM 2011648.5 |
 TU1797| TU1808 HAW                                 APPROX. 6.5 KM 2170648.9 |
 TU1797| TU1814 OLD GOVT WHARF SOUTHEAST COR        APPROX. 6.8 KM 2301454.1 |
 TU1797| TU1821 DRY                                 APPROX. 8.4 KM 2362541.9 |
 TU1797| CJ8946 POHAKEA RM 2                          6.936 METERS 31443     |
 TU1797|---------------------------------------------------------------------|
 TU1797
 TU1797                          SUPERSEDED SURVEY CONTROL
 TU1797
 TU1797  NAD 83(1986)-  21 56 32.75140(N)    159 32 28.03018(W) AD(       ) 2
 TU1797  OLD HI      -  21 56 44.04000(N)    159 32 38.09600(W) AD(       ) 2
 TU1797
 TU1797.Superseded values are not recommended for survey control.
 TU1797.NGS no longer adjusts projects to the OLD HI datum.
 TU1797.See file dsdata.txt to determine how the superseded data were derived.
 TU1797
 TU1797_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4412326554(NAD 83)
 TU1797_MARKER: DS = TRIANGULATION STATION DISK
 TU1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1797
 TU1797  HISTORY     - Date     Condition        Report By
 TU1797  HISTORY     - 1910     MONUMENTED       CGS
 TU1797  HISTORY     - 1928     GOOD             CGS
 TU1797  HISTORY     - 1961     GOOD             CGS
 TU1797  HISTORY     - 1962     GOOD             CGS
 TU1797  HISTORY     - 1963     GOOD             CGS
 TU1797  HISTORY     - 1988     GOOD             USPSQD
 TU1797
 TU1797                          STATION DESCRIPTION
 TU1797
 TU1797'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU1797'IN SOUTHERN PARK OF KAUAI, ABOUT 4 MILES NORTHEAST OF ELEELE,
 TU1797'ON A PEAK OF SAME NAME.  IDENTICAL WITH HAWAIIAN GOVERNMENT
 TU1797'SURVEY STATION POHAKEA.  THERE ARE THREE CONSPICUOUS TREELESS
 TU1797'PEAKS CLOSE TOGETHER AT THIS POINT, THE STATION BEING ON THE
 TU1797'LOWEST AND SLIGHTLY FLAT-TOPPED ONE TOWARDS THE SEA.  APPROACHED
 TU1797'BY A ROAD WHICH FOLLOWS UP THE EAST SIDE OF HANAPEPE CANYON
 TU1797'FROM WHERE MAIN ROAD TURNS EAST.  A TRAIL BRANCHING OFF TO THE
 TU1797'RIGHT LEADS UP THE VALLEY TO WITHIN 1 MILE OF THE
 TU1797'STATION.  STATION MARKED BY 2-INCH GAS PIPE SET IN AN AHU
 TU1797'(CAIRN).  REFERENCE MARKS ARE AS FOLLOWS--NO. 1, DRILL HOLE
 TU1797'IN SOFT ROCK AT TOP OF SMALL PRECIPICE, ABOUT 15 FEET FROM
 TU1797'STATION S 2 DEG 11 MIN E.  NO. 2, CROSS CUT IN SOFT
 TU1797'ROCK AT EDGE OF PRECIPICE, ABOUT 20 FEET, N 65 DEG 45 MIN W.
 TU1797'REPORTED IN 1928 THAT REFERENCE MARKS HAD BEEN DESTROYED
 TU1797'BY WEATHERING.
 TU1797
 TU1797                          STATION RECOVERY (1961)
 TU1797
 TU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU1797'STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 TU1797'WERE NOT RECOVERED.
 TU1797'
 TU1797'ASTRONOMIC OBSERVATIONS WERE PERFORMED AT THIS STATION IN
 TU1797'ADVANCE OF FUTURE HIRAN MEASUREMENTS.
 TU1797'
 TU1797'TO REACH THE STATION FROM THE ELEELE POST OFFICE AT THE
 TU1797'JUNCTION OF STATE ROUTES 541 AND 50 IN ELEELE, GO WEST ON STATE
 TU1797'ROUTE 50 FOR 2.1 MILES TO WHERE THE OLD HIGHWAY BRANCHES
 TU1797'LEFT.  GO ON THE OLD HIGHWAY FOR 0.1 MILE TO A DIRT ROAD
 TU1797'LEFT.  PROCEED ON DIRT ROAD, THROUGH A GATE, FOR 0.4 MILE TO
 TU1797'A FORK.  TAKE A RIGHT FORK AND PASS THROUGH A LOCKED GATE
 TU1797'(KEY MUST BE OBTAINED FROM THE GAY-ROBINSON RANCH), AND
 TU1797'CONTINUE ON ROAD TO SOME BRANDING PENS AND ANOTHER GATE.  A
 TU1797'4-WHEEL DRIVE VEHICLE IS REQUIRED BEYOND THIS POINT.  PASS
 TU1797'THROUGH GATE AND FOLLOW WINDING TRACK ROAD, TURNING A SHARP
 TU1797'RIGHT AT TWO WATER TANKS, AND CONTINUE 2.4 MILES TO A T-ROAD.  GO
 TU1797'RIGHT TO TOP OF RIDGE, AND THEN ALONG RIDGE, SOUTH, ABOUT 1/2
 TU1797'MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT, PACK UP
 TU1797'RIDGE, SOUTH, OVER TWO TREELESS PEAKS TO A THIRD PEAK AND
 TU1797'STATION.  A 15 MINUTE PACK.
 TU1797
 TU1797                          STATION RECOVERY (1962)
 TU1797
 TU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1797'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD
 TU1797'CONDITION.  THE REFERENCE MARKS WERE SEARCHED FOR BUT WERE NOT
 TU1797'FOUND.  A NEW DESCRIPTION FOLLOWS--
 TU1797'
 TU1797'THE STATION IS IN THE SOUTHERN PART OF KAUAI, 4 MILES NORTHEAST
 TU1797'OF ELEELE, 5 MILES NORTHWEST OF KOLOA AND ON A PEAK OF THE
 TU1797'SAME NAME.  THERE ARE THREE CONSPICUOUS TREELESS PEAKS CLOSE
 TU1797'TOGETHER AT THIS POINT, THE STATION BEING ON THE LOWEST AND
 TU1797'SLIGHTLY FLAT-TOPPED ONE TOWARDS THE SEA.
 TU1797'
 TU1797'TO REACH THE STATION FROM POST OFFICE IN ELEELE, GO EASTERLY
 TU1797'ON STATE HIGHWAY 50 FOR 2.1 MILES TO WHERE THE OLD CONCRETE ROAD
 TU1797'BEARS LEFT ON THE EAST SIDE OF HANAPEPE CANYON.  TURN LEFT
 TU1797'NORTHERLY FOR 0.1 MILE TO A FORK AND GATE ON THE LEFT.  PASS
 TU1797'THROUGH THE GATE AND GO NORTHERLY, EAST SIDE OF HANAPEPE CANYON,
 TU1797'ON A TRACK ROAD FOR 0.4 MILE TO A LOCKED GATE ON THE RIGHT.  (KEY
 TU1797'MUST BE OBTAINED FROM THE GAY-ROBINSON RANCH HEADQUARTERS AT
 TU1797'MAKAWELI).  PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD
 TU1797'FOR 0.6 MILE TO A GATE AT SOME CORRALS.  PASS THROUGH TWO
 TU1797'GATES AND CONTINUE ON A TRACK ROAD FOR 0.4 MILE TO TWO WATER
 TU1797'TANKS.  TURN RIGHT JUST BEYOND THEM AND FOLLOW THE TRACK ROAD
 TU1797'FOR 1.5 MILES TO A FORK.  TURN RIGHT TO THE TOP OF THE RIDGE
 TU1797'THENCE SOUTH ALONG THE RIDGE FOR 0.5 MILE TO THE END OF TRUCK
 TU1797'TRAVEL.  FROM HERE PACK SOUTHERLY, PASSING TO THE LEFT, EAST OF
 TU1797'THE TWO HIGHEST PEAKS, TO THE THIRD PEAK AND STATION.  IT IS A
 TU1797'15 MINUTE PACK.
 TU1797'
 TU1797'THE STATION MARK IS A STANDARD DISK, STAMPING UNKNOWN, SET IN
 TU1797'A 12 BY 12 BY 18 INCH DEEP CONCRETE POST WITH A SUPERSTRUCTURE
 TU1797'TYPE B-1 MONUMENT BUILT OVER THE MARK.  IT IS ABOUT 25 FEET LOWER
 TU1797'AND 150 FEET SOUTH OF THE HIGHEST POINT.
 TU1797
 TU1797                          STATION RECOVERY (1963)
 TU1797
 TU1797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1797'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1962 RECOVERY
 TU1797'NOTE BY C.A.B.
 TU1797
 TU1797                          STATION RECOVERY (1988)
 TU1797
 TU1797'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1609 ***********************************************************************
 TU1609  DESIGNATION -  POHAKU
 TU1609  PID         -  TU1609
 TU1609  STATE/COUNTY-  HI/HONOLULU
 TU1609  USGS QUAD   -  WAIPAHU (1983)
 TU1609
 TU1609                         *CURRENT SURVEY CONTROL
 TU1609  ___________________________________________________________________
 TU1609* NAD 83(1993)-  21 25 03.41628(N)    157 59 54.46580(W)     ADJUSTED  
 TU1609* LOCAL TIDAL -       121.0    (meters)     397.     (feet)  VERT ANG  
 TU1609  ___________________________________________________________________
 TU1609  EPOCH DATE  -        1993.62
 TU1609  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 TU1609  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1609
 TU1609  HORZ ORDER  -  FIRST
 TU1609
 TU1609.The horizontal coordinates were established by classical geodetic methods
 TU1609.and adjusted by the National Geodetic Survey in December 1998..
 TU1609.The horizontal coordinates are valid at the epoch date displayed above.
 TU1609.The epoch date for horizontal control is a decimal equivalence
 TU1609.of Year/Month/Day.
 TU1609
 TU1609.The orthometric height was determined by vertical angle observations.
 TU1609
 TU1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1609
 TU1609.The geoid height was determined by GEOID03.
 TU1609
 TU1609;                    North         East     Units Scale Factor Converg.
 TU1609;SPC HI 3     -    27,785.005   500,159.381   MT  0.99999000   +0 00 02.0
 TU1609;UTM  04      - 2,368,698.750   603,800.202   MT  0.99973314   +0 21 56.7
 TU1609
 TU1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1609!SPC HI 3     -   0.99997850  x   0.99999000  =   0.99996850
 TU1609!UTM  04      -   0.99997850  x   0.99973314  =   0.99971165
 TU1609
 TU1609:                Primary Azimuth Mark                     Grid Az
 TU1609:SPC HI 3     -  WAIMANO                                  076 00 49.5
 TU1609:UTM  04      -  WAIMANO                                  075 38 54.8
 TU1609
 TU1609|---------------------------------------------------------------------|
 TU1609| PID    Reference Object                     Distance      Geod. Az  |
 TU1609|                                                           dddmmss.s |
 TU1609| TU1453 WAIMANO                             APPROX. 5.7 KM 0760051.5 |
 TU1609| CJ8947 POHAKU RM 1                           6.300 METERS 15450     |
 TU1609| CJ8948 POHAKU RM 2                           9.275 METERS 33425     |
 TU1609|---------------------------------------------------------------------|
 TU1609
 TU1609                          SUPERSEDED SURVEY CONTROL
 TU1609
 TU1609  NAD 83(1986)-  21 25 03.36587(N)    157 59 54.47627(W) AD(       ) 1
 TU1609  OLD HI      -  21 25 14.76733(N)    158 00 04.36477(W) AD(       ) 1
 TU1609
 TU1609.Superseded values are not recommended for survey control.
 TU1609.NGS no longer adjusts projects to the OLD HI datum.
 TU1609.See file dsdata.txt to determine how the superseded data were derived.
 TU1609
 TU1609_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0380068699(NAD 83)
 TU1609_MARKER: Z = SEE DESCRIPTION
 TU1609_SETTING: 0 = UNSPECIFIED SETTING
 TU1609
 TU1609  HISTORY     - Date     Condition        Report By
 TU1609  HISTORY     - 1969     MONUMENTED       CGS
 TU1609
 TU1609                          STATION DESCRIPTION
 TU1609
 TU1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1609'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF
 TU1609'WAHIAWA, 2-1/2 MILES NORTHWEST OF PEARL CITY, 2-1/4 MILES
 TU1609'NORTHEAST OF WAIPAHU, SET ON TOP OF A CONCRETE RESERVOIR.
 TU1609'
 TU1609'TO REACH FROM THE INTERSECTION OF WAIMANO HOME ROAD AND
 TU1609'KAMEHAMAHA HIGHWAY (STATE HIGHWAY 99) IN PEARL CITY, GO WEST
 TU1609'AND NORTHERLY ON STATE HIGHWAY 99 FOR 2.4 MILES TO A BLADED
 TU1609'CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON BLADED ROAD FOR 0.45
 TU1609'MILE TO A CONCRETE RESERVOIR ENCLOSED BY A CYCLONE FENCE AND
 TU1609'STATION ON TOP.  THE RESERVOIR IS APPROXIMATELY 20 FEET HIGH
 TU1609'AND A LADDER IS NEEDED TO REACH THE TOP.  A KEY IS NEEDED AND
 TU1609'CAN BE OBTAINED FROM HONOLULU WATER DEPARTMENT.
 TU1609'
 TU1609'STATION MARK, A STANDARD DISK STAMPED POHAKU 1969, CEMENTED IN
 TU1609'A DRILL HOLE SET IN THE TOP OF A CONCRETE WATER RESERVOIR.  IT
 TU1609'IS 8.3 FEET EAST OF THE WEST EDGE OF THE RESERVOIR, 23.1 FEET
 TU1609'NORTH OF A METAL TRAP DOOR LEADING INTO WATER TANK.
 TU1609'
 TU1609'REFERENCE MARK 1, A STANDARD DISK STAMPED POHAKU NO 1
 TU1609'1969, CEMENTED IN A DRILL HOLE SET IN THE TOP OF A CONCRETE
 TU1609'RESERVOIR.  IT IS 4.5 FEET NORTHWEST OF A METAL TRAP DOOR
 TU1609'LEADING INTO WATER TANK, 7 FEET EAST OF THE WEST EDGE OF THE
 TU1609'RESERVOIR.
 TU1609'
 TU1609'REFERENCE MARK 2, A STANDARD DISK STAMPED POHAKU NO 2
 TU1609'1969, CEMENTED IN A DRILL HOLE SET IN THE TOP OF A CONCRETE
 TU1609'RESERVOIR.  IT IS 1.2 FEET EAST OF THE WEST EDGE OF THE
 TU1609'RESERVOIR, 53.2 FEET NORTH OF A METAL TRAP DOOR LEADING INTO
 TU1609'WATER TANK.
 TU1609'
 TU1609'STATE OF HAWAII SURVEY STATION MARK WAS USED FOR AN AZIMUTH
 TU1609'MARK, IT IS A STANDARD STATION MARK DISK STAMPED 6-18 1969 SET
 TU1609'IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH
 TU1609'THE SURFACE OF THE GROUND.  IT IS 85 FEET EAST OF A LIGHT
 TU1609'POLE, 34 FEET EAST OF THE CENTER OF STATE HIGHWAY 99, SET ABOUT
 TU1609'4 FEET HIGHER THAN THE ROAD ON THE EAST SIDE OF THE ROAD.
 TU1609'
 TU1609'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3256 ***********************************************************************
 TU3256  DESIGNATION -  POHAKU
 TU3256  PID         -  TU3256
 TU3256  STATE/COUNTY-  HI/MAUI
 TU3256  USGS QUAD   -  
 TU3256
 TU3256                         *CURRENT SURVEY CONTROL
 TU3256  ___________________________________________________________________
 TU3256* NAD 83(1993)-  20 52 52.20901(N)    157 01 03.66947(W)     ADJUSTED  
 TU3256* LOCAL TIDAL -       378.3    (meters)    1241.     (feet)  VERT ANG  
 TU3256  ___________________________________________________________________
 TU3256  EPOCH DATE  -        1993.62
 TU3256  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 TU3256  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU3256
 TU3256  HORZ ORDER  -  SECOND
 TU3256
 TU3256.The horizontal coordinates were established by classical geodetic methods
 TU3256.and adjusted by the National Geodetic Survey in December 1998..
 TU3256.The horizontal coordinates are valid at the epoch date displayed above.
 TU3256.The epoch date for horizontal control is a decimal equivalence
 TU3256.of Year/Month/Day.
 TU3256
 TU3256.The orthometric height was determined by vertical angle observations.
 TU3256
 TU3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3256
 TU3256.The geoid height was determined by GEOID03.
 TU3256
 TU3256;                    North         East     Units Scale Factor Converg.
 TU3256;SPC HI 2     -    60,689.840   463,476.621   MT  0.99998315   -0 07 30.4
 TU3256;UTM  04      - 2,310,268.235   706,213.062   MT  1.00012554   +0 42 24.5
 TU3256
 TU3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3256!SPC HI 2     -   0.99993807  x   0.99998315  =   0.99992122
 TU3256!UTM  04      -   0.99993807  x   1.00012554  =   1.00006360
 TU3256
 TU3256|---------------------------------------------------------------------|
 TU3256| PID    Reference Object                     Distance      Geod. Az  |
 TU3256|                                                           dddmmss.s |
 TU3256| CN6008 POHAKU RM 1                           3.173 METERS 17402     |
 TU3256| TU3263 FLAG 2                              APPROX. 3.7 KM 2994032.3 |
 TU3256| CN6009 POHAKU RM 2                           5.795 METERS 32158     |
 TU3256|---------------------------------------------------------------------|
 TU3256
 TU3256                          SUPERSEDED SURVEY CONTROL
 TU3256
 TU3256  NAD 83(1986)-  20 52 52.16655(N)    157 01 03.63022(W) AD(       ) 2
 TU3256  OLD HI      -  20 53 03.59500(N)    157 01 13.68900(W) AD(       ) 2
 TU3256
 TU3256.Superseded values are not recommended for survey control.
 TU3256.NGS no longer adjusts projects to the OLD HI datum.
 TU3256.See file dsdata.txt to determine how the superseded data were derived.
 TU3256
 TU3256_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0621310268(NAD 83)
 TU3256_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3256_SETTING: 66 = SET IN ROCK OUTCROP
 TU3256
 TU3256  HISTORY     - Date     Condition        Report By
 TU3256  HISTORY     - 1962     MONUMENTED       CGS
 TU3256
 TU3256                          STATION DESCRIPTION
 TU3256
 TU3256'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3256'STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTHWEST OF LANAI CITY
 TU3256'AND 3 MILES EAST-SOUTHEAST OF KAENAPAPA POINT.  ON THE WEST SIDE
 TU3256'OF A ROUND-TOPPED HILL OF ABOUT 1240 FEET ELEVATION THAT IS
 TU3256'COVERED WITH VERY LARGE BOULDERS.
 TU3256'
 TU3256'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3256'NORTHWEST ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO 0.15
 TU3256'MILE TO CROSSROAD.  TURN RIGHT AND GO NORTHWEST FOR 0.5 MILE TO
 TU3256'END OF PAVED ROAD.  CONTINUE AHEAD ON WIDE GRADED ROAD FOR 0.8
 TU3256'MILE TO CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH
 TU3256'PINEAPPLE FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE AHEAD
 TU3256'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES
 TU3256'FOR 0.85 MILE TO FORK.  TAKE LEFT FORK AND GO 2.5 MILES TO
 TU3256'FORK ON GRASSY FLAT.  TAKE LEFT FORK AND GO 0.4 MILE TO DIM
 TU3256'LEFT FORK.  TAKE LEFT FORK AND GO 0.4 MILE TO
 TU3256'BOULDER-COVERED HILL ON LEFT SIDE OF SADDLE, AND END OF TRUCK
 TU3256'TRAVEL.  PACK WESTERLY ABOUT 100 YARDS TO WEST SIDE OF HILL AND
 TU3256'STATION.
 TU3256'
 TU3256'STATION MARK IS A STANDARD DISK STAMPED POHAKU 1962, CEMENTED IN
 TU3256'A DRILL HOLE IN A 2-FOOT-DIAMETER BOULDER THAT PROJECTS 6 INCHES
 TU3256'ABOVE GROUND.  IT IS 20 YARDS WEST OF HIGH POINT OF HILL.
 TU3256'
 TU3256'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POHAKU NO 1
 TU3256'1962, CEMENTED IN A DRILL HOLE IN A 2-FOOT-DIAMETER BOULDER THAT
 TU3256'PROJECTS 6 INCHES ABOVE GROUND.  IT IS AT SAME ELEVATION AS
 TU3256'STATION.
 TU3256'
 TU3256'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POHAKU NO
 TU3256'2 1962, CEMENTED IN A DRILL HOLE IN THE WEST SIDE OF A LARGE
 TU3256'BOULDER THAT PROJECTS ABOUT 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2645 ***********************************************************************
 TU2645  DESIGNATION -  POHAKUHAKU 1913
 TU2645  PID         -  TU2645
 TU2645  STATE/COUNTY-  HI/HAWAII
 TU2645  USGS QUAD   -  HONOKAA (1995)
 TU2645
 TU2645                         *CURRENT SURVEY CONTROL
 TU2645  ___________________________________________________________________
 TU2645* NAD 83(1993)-  20 03 47.68236(N)    155 22 54.68723(W)     ADJUSTED  
 TU2645* LOCAL TIDAL -        62.     (meters)     203.     (feet)  SCALED    
 TU2645  ___________________________________________________________________
 TU2645  EPOCH DATE  -        1993.62
 TU2645  LAPLACE CORR-         -13.48  (seconds)                    DEFLEC99
 TU2645  GEOID HEIGHT-          19.35  (meters)                     GEOID03
 TU2645
 TU2645  HORZ ORDER  -  THIRD
 TU2645
 TU2645.The horizontal coordinates were established by classical geodetic methods
 TU2645.and adjusted by the National Geodetic Survey in December 1998..
 TU2645.The horizontal coordinates are valid at the epoch date displayed above.
 TU2645.The epoch date for horizontal control is a decimal equivalence
 TU2645.of Year/Month/Day.
 TU2645
 TU2645.The orthometric height was scaled from a topographic map.
 TU2645
 TU2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2645
 TU2645.The geoid height was determined by GEOID03.
 TU2645
 TU2645;                    North         East     Units Scale Factor Converg.
 TU2645;SPC HI 1     -   136,148.009   512,357.911   MT  0.99996855   +0 02 25.9
 TU2645;UTM  05      - 2,220,257.074   250,889.669   MT  1.00036706   -0 49 03.1
 TU2645
 TU2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2645!SPC HI 1     -   0.99998721  x   0.99996855  =   0.99995576
 TU2645!UTM  05      -   0.99998721  x   1.00036706  =   1.00035427
 TU2645
 TU2645:                Primary Azimuth Mark                     Grid Az
 TU2645:SPC HI 1     -  OOKALA STACK                             116 32 12.8
 TU2645:UTM  05      -  OOKALA STACK                             117 23 41.8
 TU2645
 TU2645|---------------------------------------------------------------------|
 TU2645| PID    Reference Object                     Distance      Geod. Az  |
 TU2645|                                                           dddmmss.s |
 TU2645| TU2639 OOKALA STACK                        APPROX.11.5 KM 1163438.7 |
 TU2645| TU2643 PAAUILO STACK                       APPROX. 2.6 KM 1205245.6 |
 TU2645| TU2642 WATER                               APPROX. 5.3 KM 1521059.4 |
 TU2645| TU2641 KOHOLALELE RESET=1506               APPROX. 5.5 KM 1522821.6 |
 TU2645| TU2652 PAAUHAU SUGAR CO STACK              APPROX. 6.2 KM 2953007.5 |
 TU2645|---------------------------------------------------------------------|
 TU2645
 TU2645                          SUPERSEDED SURVEY CONTROL
 TU2645
 TU2645  NAD 83(1986)-  20 03 47.66720(N)    155 22 54.68152(W) AD(       ) 3
 TU2645  OLD HI      -  20 03 58.87000(N)    155 23 04.94400(W) AD(       ) 3
 TU2645
 TU2645.Superseded values are not recommended for survey control.
 TU2645.NGS no longer adjusts projects to the OLD HI datum.
 TU2645.See file dsdata.txt to determine how the superseded data were derived.
 TU2645
 TU2645_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC5089020257(NAD 83)
 TU2645
 TU2645  HISTORY     - Date     Condition        Report By
 TU2645  HISTORY     - 1913     MONUMENTED       CGS
 TU2645  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2645
 TU2645                          STATION DESCRIPTION
 TU2645
 TU2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2645'ON NORTHEAST COAST OF HAWAII, ABOUT 1-1/2 MILES WEST-NORTHWEST
 TU2645'FROM PAAUILO SUGAR MILL, ON A PRONOUNCED RISE CROWNED WITH A
 TU2645'GREAT QUANTITY OF JAGGED ROCK AND OUTCROPPINGS, AND ABOUT
 TU2645'25 METERS BACK FROM THE EDGE OF THE CLIFF.  THIS IS THE
 TU2645'HIGHEST POINT OF THE CLIFFS IN THIS VICINITY.  THIS IS A
 TU2645'ROUNDED POINT, AND TO THE WEST-NORTHWEST OF THE SHORE LINE
 TU2645'CURVES INWARD, FORMING A COVE ACROSS WHICH THE STACK OF
 TU2645'PAAUHAU SUGAR MILL IS SEEN, BEARING N. 75 DEG W.  STATION
 TU2645'MARKED BY CROSS CUT DEEPLY INTO THE ROCK OUTCROP.  IT IS
 TU2645'ABOUT 3 FEET ABOVE THE GRASSY SLOPE, AND IS SURROUNDED BY A
 TU2645'WHITE-WASHED CAIRN OF STONES BUILT UP TO A HEIGHT OF 5
 TU2645'FEET.  A TRIANGLE CUT IN THE OUTCROP IS 0.7 METER
 TU2645'FROM THE STATION, BEARING N. 65 DEG E.
 TU2645
 TU2645                          STATION RECOVERY (1966)
 TU2645
 TU2645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2645'STATION WAS SEARCHED FOR BUT NOT FOUND.  A LARGE PILE OF ROCK
 TU2645'WAS FOUND IN THE VICINITY, HOWEVER NEITHER OF THE DESCRIBED MARKS
 TU2645'IN ROCK WERE FOUND UNDER IT AND THERE WAS NO EVIDENCE OF THE
 TU2645'ROCKS HAVING BEEN WHITEWASHED.  THIS AREA IS NOW COVERED WITH
 TU2645'LARGE IRONWOOD TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3307 ***********************************************************************
 TU3307  DESIGNATION -  POHAKULOA
 TU3307  PID         -  TU3307
 TU3307  STATE/COUNTY-  HI/MAUI
 TU3307  USGS QUAD   -  
 TU3307
 TU3307                         *CURRENT SURVEY CONTROL
 TU3307  ___________________________________________________________________
 TU3307* NAD 83(1993)-  21 09 39.25414(N)    156 47 23.10255(W)     ADJUSTED  
 TU3307* LOCAL TIDAL -       706.     (meters)    2316.     (feet)  SCALED    
 TU3307  ___________________________________________________________________
 TU3307  EPOCH DATE  -        1993.62
 TU3307  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 TU3307  GEOID HEIGHT-          14.85  (meters)                     GEOID03
 TU3307
 TU3307  HORZ ORDER  -  THIRD
 TU3307
 TU3307.The horizontal coordinates were established by classical geodetic methods
 TU3307.and adjusted by the National Geodetic Survey in December 1998..
 TU3307.The horizontal coordinates are valid at the epoch date displayed above.
 TU3307.The epoch date for horizontal control is a decimal equivalence
 TU3307.of Year/Month/Day.
 TU3307
 TU3307.The orthometric height was scaled from a topographic map.
 TU3307
 TU3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3307
 TU3307.The geoid height was determined by GEOID03.
 TU3307
 TU3307;                    North         East     Units Scale Factor Converg.
 TU3307;SPC HI 2     -    91,625.364   487,217.087   MT  0.99996869   -0 02 40.0
 TU3307;UTM  04      - 2,341,554.017   729,503.878   MT  1.00025094   +0 47 53.6
 TU3307
 TU3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3307!SPC HI 2     -   0.99988671  x   0.99996869  =   0.99985541
 TU3307!UTM  04      -   0.99988671  x   1.00025094  =   1.00013762
 TU3307
 TU3307:                Primary Azimuth Mark                     Grid Az
 TU3307:SPC HI 2     -  KAUHIAHUA                                070 03 39.2
 TU3307:UTM  04      -  KAUHIAHUA                                069 13 05.6
 TU3307
 TU3307|---------------------------------------------------------------------|
 TU3307| PID    Reference Object                     Distance      Geod. Az  |
 TU3307|                                                           dddmmss.s |
 TU3307| TU3306 KAUHIAHUA                           APPROX. 0.9 KM 0700059.2 |
 TU3307| TU3308 KAUNUPAHU                           211.943 METERS 22445     |
 TU3307| TU3309 HUMU                                APPROX. 1.9 KM 2933006.3 |
 TU3307|---------------------------------------------------------------------|
 TU3307
 TU3307                          SUPERSEDED SURVEY CONTROL
 TU3307
 TU3307  NAD 83(1986)-  21 09 39.20948(N)    156 47 23.04990(W) AD(       ) 3
 TU3307  OLD HI      -  21 09 50.63000(N)    156 47 33.17000(W) AD(       ) 3
 TU3307
 TU3307.Superseded values are not recommended for survey control.
 TU3307.NGS no longer adjusts projects to the OLD HI datum.
 TU3307.See file dsdata.txt to determine how the superseded data were derived.
 TU3307
 TU3307_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2950441554(NAD 83)
 TU3307
 TU3307  HISTORY     - Date     Condition        Report By
 TU3307  HISTORY     - UNK      MONUMENTED
 TU3307  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3307
 TU3307                          STATION DESCRIPTION
 TU3307
 TU3307'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3307'THE ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3307'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED BY A
 TU3307'4 X 4 REDWOOD POST.
 TU3307'
 TU3307'STATION WAS SEARCHED FOR AND A REDWOOD POST WAS RECOVERED.  A
 TU3307'COMPLETE DESCRIPTION FOLLOWS--
 TU3307'
 TU3307'STATION IS LOCATED, AIRLINE, ABOUT 3-1/4 MILES WEST OF THE OLD
 TU3307'VILLAGE OF HALAWA, 2-1/2 MILES EAST-SOUTHEAST OF THE MOUTH OF
 TU3307'WAILAU STREAM, ON A SMALL ROUND KNOLL OF ABOUT 2260 FEET ELEVATION
 TU3307'ON THE SOUTHWEST END OF A NARROW TOPPED RIDGE.  IT SETS AT THE
 TU3307'NORTHEAST SIDE OF A LARGE AND PROMINENT DOUBLE-TOPPED HILL THAT
 TU3307'IS ABOUT 150 FEET HIGHER.
 TU3307'
 TU3307'TO REACH FROM THE GAS PUMP AT CROSSROAD AT ENTRANCE TO THE PUU O
 TU3307'HOKU RANCH HEADQUARTERS, GO NORTHERLY ON STATE HIGHWAY 45 FOR 2.7
 TU3307'MILES TO BOTTOM OF GRADE AT OLD CHURCH.  TURN BACK SHARP LEFT FOR
 TU3307'0.05 MILE TO FORK.  TAKE RIGHT FORK AND GO 0.1 MILE TO CONCRETE
 TU3307'BRIDGE, AND END OF TRUCK TRAVEL.  PACK NORTHEAST ALONG OLD BEACH
 TU3307'ROAD FOR ABOUT 1/4 MILE TO GATE AT FENCE CORNER.  PASS THROUGH
 TU3307'GATE AND CONTINUE FOR 1/4 MILE TO FENCE CORNER ON LEFT.  CONTINUE
 TU3307'ON WASHED OUT ROAD WINDING UP CANYON FOR ABOUT 1 MILE TO GATE
 TU3307'AT TOP OF GRADE.  PASS THROUGH GATE AND CONTINUE ON ROAD FOR
 TU3307'ABOUT 1 MILE TO STATION KAWAIKAPU 2 ON THE KNOLL ON LEFT.
 TU3307'CONTINUE WESTERLY ON ROAD ABOUT 3/4 MILE TO FORK.  TAKE
 TU3307'RIGHT FORK, OVER SMALL RISE, THEN DOWN INTO BRUSHY DRAW AND UP
 TU3307'ALONG RIDGE, FOR ABOUT 1 MILE TO TOP OF RIDGE AND BEGINNING
 TU3307'OF CLEARED PASTURE LAND AT END OF ROAD.  CONTINUE WEST, ON
 TU3307'TRAIL ALONG NARROW RIDGE TOPS FOR ABOUT 1 MILE, KEEPING TOWARDS
 TU3307'THE HIGHER AND MORE PROMINENT HILL TO STATION ON RIDGE
 TU3307'JUST BEFORE REACHING THIS HIGHER HILL.
 TU3307'
 TU3307'THE REDWOOD POST IS ON THE HIGHEST POINT OF A SMALL ROUND-TOPPED
 TU3307'KNOLL AND PROJECTS ABOUT 20 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3449 ***********************************************************************
 TU3449  DESIGNATION -  POHAKULOA 1885
 TU3449  PID         -  TU3449
 TU3449  STATE/COUNTY-  HI/MAUI
 TU3449  USGS QUAD   -  ILIO POINT (1993)
 TU3449
 TU3449                         *CURRENT SURVEY CONTROL
 TU3449  ___________________________________________________________________
 TU3449* NAD 83(1993)-  21 07 26.34894(N)    157 14 00.36454(W)     ADJUSTED  
 TU3449* LOCAL TIDAL -       249.     (meters)     817.     (feet)  VERT ANG  
 TU3449  ___________________________________________________________________
 TU3449  EPOCH DATE  -        1993.62
 TU3449  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 TU3449  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU3449
 TU3449  HORZ ORDER  -  SECOND
 TU3449
 TU3449.The horizontal coordinates were established by classical geodetic methods
 TU3449.and adjusted by the National Geodetic Survey in December 1998..
 TU3449.The horizontal coordinates are valid at the epoch date displayed above.
 TU3449.The epoch date for horizontal control is a decimal equivalence
 TU3449.of Year/Month/Day.
 TU3449
 TU3449.The orthometric height was determined by vertical angle observations.
 TU3449.No vertical observational check was made to the station.
 TU3449
 TU3449.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3449
 TU3449.The geoid height was determined by GEOID03.
 TU3449
 TU3449;                    North         East     Units Scale Factor Converg.
 TU3449;SPC HI 2     -    87,637.961   441,122.958   MT  1.00000949   -0 12 15.3
 TU3449;UTM  04      - 2,336,889.117   683,466.666   MT  1.00001597   +0 38 12.6
 TU3449
 TU3449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3449!SPC HI 2     -   0.99995839  x   1.00000949  =   0.99996788
 TU3449!UTM  04      -   0.99995839  x   1.00001597  =   0.99997436
 TU3449
 TU3449:                Primary Azimuth Mark                     Grid Az
 TU3449:SPC HI 2     -  PUU APALU TANK                           003 37 30.6
 TU3449:UTM  04      -  PUU APALU TANK                           002 47 02.7
 TU3449
 TU3449|---------------------------------------------------------------------|
 TU3449| PID    Reference Object                     Distance      Geod. Az  |
 TU3449|                                                           dddmmss.s |
 TU3449| TU3448 PUU APALU TANK                      APPROX. 5.8 KM 0032515.3 |
 TU3449| TU3477 LAAU POINT LIGHT                    APPROX. 7.9 KM 2500955.0 |
 TU3449|---------------------------------------------------------------------|
 TU3449
 TU3449                          SUPERSEDED SURVEY CONTROL
 TU3449
 TU3449  NAD 83(1986)-  21 07 26.30675(N)    157 14 00.31989(W) AD(       ) 2
 TU3449  OLD HI      -  21 07 37.75300(N)    157 14 10.45600(W) AD(       ) 2
 TU3449
 TU3449.Superseded values are not recommended for survey control.
 TU3449.NGS no longer adjusts projects to the OLD HI datum.
 TU3449.See file dsdata.txt to determine how the superseded data were derived.
 TU3449
 TU3449_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8346736889(NAD 83)
 TU3449
 TU3449  HISTORY     - Date     Condition        Report By
 TU3449  HISTORY     - 1885     MONUMENTED       CGS
 TU3449  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU3449  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU3449  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3449  HISTORY     - 1967     GOOD             CGS
 TU3449
 TU3449                          STATION DESCRIPTION
 TU3449
 TU3449'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3449'IN SOUTHWEST MOLOKAI, ON A HILL OF THE SAME NAME, HALFWAY BETWEEN
 TU3449'THE KA LAE O KAAU LIGHTHOUSE AND THE SUMMIT OF MAUNA LOA.  IT IS
 TU3449'WITHIN THE LIBBY-MC NEILL-LIBBY PINEAPPLE PLANTATION, AT THE
 TU3449'WESTERLY LIMIT OF THEIR FIELDS, NEAR A CATTLE CORRAL.  STATION
 TU3449'MARKED BY A CROSS CUT ON A MEDIUM SIZED ROCK.  NO REFERENCE MARKS
 TU3449'WERE FOUND IN 1925, WHEN IT WAS REPORTED THAT THE GROUND AROUND
 TU3449'THE STATION MARK SHOWED CONSIDERABLE EVIDENCES OF EROSION AND
 TU3449'STREAM FLOW, INDICATING THAT THE STATION MAY HAVE SHIFTED
 TU3449'POSITION TO WESTWARD.  IT WAS FURTHER REPORTED THAT THE STATION
 TU3449'WOULD SOON BE REMOVED AS THE FIELD WAS BEING PUT UNDER
 TU3449'CULTIVATION AND THE FEW ROCKS IN IT REMOVED.
 TU3449
 TU3449                          STATION RECOVERY (1932)
 TU3449
 TU3449'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1932
 TU3449'THE ORIGINAL STATION WAS MARKED BY A + CUT IN THE ROCK.  IT IS
 TU3449'NOW MARKED BY A TYPE A MONUMENT.  THE ELEVATION WAS RAISED 3 FT. TO
 TU3449'THE TOP OF THE CONCRETE PLATFORM FROM THE ORIGINAL MARK.
 TU3449'
 TU3449'IT IS SITUATED ON A HILL OF THE SAME NAME, HALFWAY BETWEEN KA
 TU3449'LAE O KAAU LIGHTHOUSE AND THE SUMMIT OF MAUNALOA.  IT IS WITHIN THE
 TU3449'LIBBY, MC NEILL AND LIBBY PINEAPPLE FIELDS, NEAR A CATTLE CORRAL.
 TU3449'
 TU3449'THERE IS A TRIANGULATION SHEET ON THIS STATION IN THE H.T.S. FILES.
 TU3449
 TU3449                          STATION RECOVERY (1962)
 TU3449
 TU3449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3449'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU3449'RECOVERY NOTE BY HAWAIIAN GOVERNMENT SURVEY IN 1932.
 TU3449'
 TU3449'TO REACH THE STATION FROM THE POST OFFICE AT MAUNA LOA, GO 0.3
 TU3449'MILE WEST AND NORTH ON STATE ROUTE 46 TO ROAD ON LEFT, TURN LEFT GO
 TU3449'1.2 MILES TO END OF ROAD, TURN RIGHT GO 0.4 MILE WEST TO FORK IN
 TU3449'ROAD, TAKE RIGHT FORK 0.2 MILE WEST TO STATION ON THE RIGHT IN AN
 TU3449'UNCULTIVATED GRASSY AREA.  STATE SURVEY MONUMENT, TYPE A, NOW
 TU3449'OVER STATION.
 TU3449
 TU3449                          STATION RECOVERY (1967)
 TU3449
 TU3449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3449'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 TU3449'
 TU3449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ISLAND--MOLOKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3450 ***********************************************************************
 TU3450  DESIGNATION -  POHAKUMAULIULI
 TU3450  PID         -  TU3450
 TU3450  STATE/COUNTY-  HI/MAUI
 TU3450  USGS QUAD   -  ILIO POINT (1993)
 TU3450
 TU3450                         *CURRENT SURVEY CONTROL
 TU3450  ___________________________________________________________________
 TU3450* NAD 83(1993)-  21 11 44.07795(N)    157 14 47.70148(W)     ADJUSTED  
 TU3450* LOCAL TIDAL -        70.     (meters)     230.     (feet)  SCALED    
 TU3450  ___________________________________________________________________
 TU3450  EPOCH DATE  -        1993.62
 TU3450  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 TU3450  GEOID HEIGHT-          15.21  (meters)                     GEOID03
 TU3450
 TU3450  HORZ ORDER  -  THIRD
 TU3450
 TU3450.The horizontal coordinates were established by classical geodetic methods
 TU3450.and adjusted by the National Geodetic Survey in December 1998..
 TU3450.The horizontal coordinates are valid at the epoch date displayed above.
 TU3450.The epoch date for horizontal control is a decimal equivalence
 TU3450.of Year/Month/Day.
 TU3450
 TU3450.The orthometric height was scaled from a topographic map.
 TU3450
 TU3450.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3450
 TU3450.The geoid height was determined by GEOID03.
 TU3450
 TU3450;                    North         East     Units Scale Factor Converg.
 TU3450;SPC HI 2     -    95,569.461   439,785.924   MT  1.00001145   -0 12 34.8
 TU3450;UTM  04      - 2,344,800.118   682,013.156   MT  1.00000940   +0 38 02.9
 TU3450
 TU3450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3450!SPC HI 2     -   0.99998661  x   1.00001145  =   0.99999806
 TU3450!UTM  04      -   0.99998661  x   1.00000940  =   0.99999601
 TU3450
 TU3450:                Primary Azimuth Mark                     Grid Az
 TU3450:SPC HI 2     -  KAHENAWAI                                354 35 35.8
 TU3450:UTM  04      -  KAHENAWAI                                353 44 58.1
 TU3450
 TU3450|---------------------------------------------------------------------|
 TU3450| PID    Reference Object                     Distance      Geod. Az  |
 TU3450|                                                           dddmmss.s |
 TU3450| TU3457 KAHENAWAI                           APPROX. 1.9 KM 3542301.0 |
 TU3450|---------------------------------------------------------------------|
 TU3450
 TU3450                          SUPERSEDED SURVEY CONTROL
 TU3450
 TU3450  NAD 83(1986)-  21 11 44.03653(N)    157 14 47.65656(W) AD(       ) 3
 TU3450  OLD HI      -  21 11 55.53000(N)    157 14 57.85000(W) AD(       ) 3
 TU3450
 TU3450.Superseded values are not recommended for survey control.
 TU3450.NGS no longer adjusts projects to the OLD HI datum.
 TU3450.See file dsdata.txt to determine how the superseded data were derived.
 TU3450
 TU3450_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8201344800(NAD 83)
 TU3450
 TU3450  HISTORY     - Date     Condition        Report By
 TU3450  HISTORY     - UNK      MONUMENTED
 TU3450  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3450
 TU3450                          STATION DESCRIPTION
 TU3450
 TU3450'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3450'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUANDRANGLE
 TU3450'AND THE AREA VISITED.  THE AREA WAS THOROUGHLY SEARCHED BUT
 TU3450'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK COULD BE
 TU3450'FOUND.  THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3383 ***********************************************************************
 TU3383  DESIGNATION -  POHAKUNUI 1888
 TU3383  PID         -  TU3383
 TU3383  STATE/COUNTY-  HI/MAUI
 TU3383  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3383
 TU3383                         *CURRENT SURVEY CONTROL
 TU3383  ___________________________________________________________________
 TU3383* NAD 83(1993)-  21 11 04.26163(N)    157 03 01.03967(W)     ADJUSTED  
 TU3383* LOCAL TIDAL -       262.     (meters)     860.     (feet)  VERT ANG  
 TU3383  ___________________________________________________________________
 TU3383  EPOCH DATE  -        1993.62
 TU3383  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 TU3383  GEOID HEIGHT-          15.23  (meters)                     GEOID03
 TU3383
 TU3383  HORZ ORDER  -  SECOND
 TU3383
 TU3383.The horizontal coordinates were established by classical geodetic methods
 TU3383.and adjusted by the National Geodetic Survey in December 1998..
 TU3383.The horizontal coordinates are valid at the epoch date displayed above.
 TU3383.The epoch date for horizontal control is a decimal equivalence
 TU3383.of Year/Month/Day.
 TU3383
 TU3383.The orthometric height was determined by vertical angle observations.
 TU3383.No vertical observational check was made to the station.
 TU3383
 TU3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3383
 TU3383.The geoid height was determined by GEOID03.
 TU3383
 TU3383;                    North         East     Units Scale Factor Converg.
 TU3383;SPC HI 2     -    94,282.949   460,164.984   MT  0.99998627   -0 08 19.1
 TU3383;UTM  04      - 2,343,813.738   702,410.153   MT  1.00010631   +0 42 17.3
 TU3383
 TU3383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3383!SPC HI 2     -   0.99995643  x   0.99998627  =   0.99994270
 TU3383!UTM  04      -   0.99995643  x   1.00010631  =   1.00006273
 TU3383
 TU3383:                Primary Azimuth Mark                     Grid Az
 TU3383:SPC HI 2     -  MIDDLE HILL                              181 44 12.9
 TU3383:UTM  04      -  MIDDLE HILL                              180 53 36.5
 TU3383
 TU3383|---------------------------------------------------------------------|
 TU3383| PID    Reference Object                     Distance      Geod. Az  |
 TU3383|                                                           dddmmss.s |
 TU3383| TU3385 MIDDLE HILL                         APPROX. 3.8 KM 1813553.8 |
 TU3383|---------------------------------------------------------------------|
 TU3383
 TU3383                          SUPERSEDED SURVEY CONTROL
 TU3383
 TU3383  NAD 83(1986)-  21 11 04.21966(N)    157 03 00.98953(W) AD(       ) 2
 TU3383  OLD HI      -  21 11 15.69100(N)    157 03 11.12800(W) AD(       ) 2
 TU3383
 TU3383.Superseded values are not recommended for survey control.
 TU3383.NGS no longer adjusts projects to the OLD HI datum.
 TU3383.See file dsdata.txt to determine how the superseded data were derived.
 TU3383
 TU3383_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0241043814(NAD 83)
 TU3383
 TU3383  HISTORY     - Date     Condition        Report By
 TU3383  HISTORY     - 1888     MONUMENTED       CGS
 TU3383  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU3383  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3383  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3383
 TU3383                          STATION DESCRIPTION
 TU3383
 TU3383'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1932
 TU3383'THE STATION WAS ORIGINALLY MARKED BY A 4- BY 4-IN. REDWOOD POST
 TU3383'WITH A STAFF.  THE REDWOOD POST WAS REPLACED WITH A 2-IN. PIPE IN
 TU3383'1924 BY THE H.T.S.  STATION IS NOW MARKED BY A TYPE B MONUMENT.
 TU3383'
 TU3383'THE STATION IS SITUATED ON THE SUMMIT OF THE HILL OF THE SAME
 TU3383'NAME, 300 FT. FROM THE EDGE OF THE SEACOAST, AND ABOUT 1000 FT. E OF
 TU3383'THE E BOUNDARY OF LOT 1 OF THE HOOLEHUA-PALAAU HOMESTEADS.
 TU3383'
 TU3383'THERE IS A TRIANGULATION SHEET FOR THIS STATION IN THE
 TU3383'H.T.S. FILES.
 TU3383
 TU3383                          STATION RECOVERY (1962)
 TU3383
 TU3383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3383'STATION WAS RECOVERED IN GOOD CONDITION.
 TU3383'
 TU3383'STATION IS LOCATED ON A LOW BUT PROMINENT HILL BETWEEN TWO DEEP
 TU3383'GULCHES, ABOUT 4.3 MILES WEST OF KALAUPAPA, ABOUT 3.8 MILES
 TU3383'NORTHEAST OF HOOLEHUA, ABOUT 2.3 MILES NORTH-NORTHWEST OF KUALAPUU,
 TU3383'AND ABOUT 200 FEET SOUTH OF THE COAST.
 TU3383'
 TU3383'TO REACH THE STATION FROM THE POST OFFICE IN KUALAPUU, GO 0.9
 TU3383'MILE NORTHWEST ON STATE ROUTE 48 TO JUNCTION WITH STATE ROUTE 482,
 TU3383'TURN RIGHT GO 1.3 MILES NORTHWEST ON STATE ROUTE 482 TO GRAVEL
 TU3383'ROAD ON RIGHT, GO RIGHT 0.65 MILE NORTHWEST TO FORK IN ROAD, TAKE
 TU3383'RIGHT FORK 0.05 MILE TO LOCKED GATE, CONTINUE ON TRACK ROAD
 TU3383'THROUGH PASTURE ABOUT 0.8 MILE NORTHEAST, EAST, AND SOUTHEAST TO
 TU3383'END OF TRUCK TRAVEL AT THE EAST END OF EAST-WEST FENCELINE.
 TU3383'FROM HERE PACK ACROSS DEEP GULCH TO THE EAST AND GO NORTHWEST
 TU3383'TO SUMMIT OF HILL AND STATION.  A 10-15 MINUTE PACK.
 TU3383'
 TU3383'STATE SURVEY MONUMENT, TYPE B NOW OVER STATION.
 TU3383
 TU3383                          STATION RECOVERY (1964)
 TU3383
 TU3383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3383'STATION WAS NOT VISITED BUT THE HAWAII TERRITORIAL SURVEY TYPE B
 TU3383'SIGNAL WAS SEEN AND OBSERVATIONS MADE ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1946 ***********************************************************************
 TU1946  DESIGNATION -  POHAKUPILI=2589
 TU1946  PID         -  TU1946
 TU1946  STATE/COUNTY-  HI/KAUAI
 TU1946  USGS QUAD   -  ANAHOLA (1996)
 TU1946
 TU1946                         *CURRENT SURVEY CONTROL
 TU1946  ___________________________________________________________________
 TU1946* NAD 83(1993)-  22 06 52.78625(N)    159 23 36.89134(W)     ADJUSTED  
 TU1946* LOCAL TIDAL -       790.     (meters)    2592.     (feet)  SCALED    
 TU1946  ___________________________________________________________________
 TU1946  EPOCH DATE  -        1993.62
 TU1946  LAPLACE CORR-         -11.62  (seconds)                    DEFLEC99
 TU1946  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 TU1946
 TU1946  HORZ ORDER  -  THIRD
 TU1946
 TU1946.The horizontal coordinates were established by classical geodetic methods
 TU1946.and adjusted by the National Geodetic Survey in December 1998..
 TU1946.The horizontal coordinates are valid at the epoch date displayed above.
 TU1946.The epoch date for horizontal control is a decimal equivalence
 TU1946.of Year/Month/Day.
 TU1946
 TU1946.The orthometric height was scaled from a topographic map.
 TU1946
 TU1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1946
 TU1946.The geoid height was determined by GEOID03.
 TU1946
 TU1946;                    North         East     Units Scale Factor Converg.
 TU1946;SPC HI 4     -    31,155.123   510,980.101   MT  0.99999149   +0 02 24.2
 TU1946;UTM  04      - 2,445,571.104   459,406.754   MT  0.99962036   -0 08 53.4
 TU1946
 TU1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1946!SPC HI 4     -   0.99987330  x   0.99999149  =   0.99986480
 TU1946!UTM  04      -   0.99987330  x   0.99962036  =   0.99949371
 TU1946
 TU1946:                Primary Azimuth Mark                     Grid Az
 TU1946:SPC HI 4     -  ANAHOLA DERRICK MAST                     068 46 15.2
 TU1946:UTM  04      -  ANAHOLA DERRICK MAST                     068 57 32.8
 TU1946
 TU1946|---------------------------------------------------------------------|
 TU1946| PID    Reference Object                     Distance      Geod. Az  |
 TU1946|                                                           dddmmss.s |
 TU1946| TU1888 ANAHOLA DERRICK MAST                APPROX.10.1 KM 0684839.4 |
 TU1946| TU1909 KAHALA LIGHT MAST                   APPROX.10.7 KM 0703839.5 |
 TU1946| TU1910 SPALD                               APPROX.10.2 KM 0863530.1 |
 TU1946| CJ8951 POHAKUPILI RM 3                                    08801     |
 TU1946| CJ8952 POHAKUPILI RM 4                                    08812     |
 TU1946| TU1911 LIK                                 APPROX.10.1 KM 0934420.4 |
 TU1946| TU1913 VANE                                APPROX. 9.6 KM 1000900.7 |
 TU1946| TU1916 KEALIA GRAY CHIMNEY                 APPROX. 9.1 KM 1005446.5 |
 TU1946| TU1917 KEALIA BLACK CHIMNEY                APPROX. 9.0 KM 1010029.6 |
 TU1946| TU1918 KEALIA CATHOLIC CHURCH SPIRE        APPROX. 9.2 KM 1061022.9 |
 TU1946| TU1914 GAS                                 APPROX. 9.5 KM 1063452.1 |
 TU1946| TU1923 TANK POST                           APPROX. 8.7 KM 1084046.2 |
 TU1946| TU1922 KAPAA GRAY CHIMNEY                  APPROX. 9.1 KM 1134523.3 |
 TU1946| TU1924 KAPAA DERRICK                       APPROX. 9.1 KM 1170312.9 |
 TU1946| TU1928 KAPAA CHURCH SPIRE                  APPROX. 8.9 KM 1194931.8 |
 TU1946| TU1925 KAP                                 APPROX. 9.1 KM 1203410.1 |
 TU1946| TU1926 HEN                                 APPROX. 9.6 KM 1252219.9 |
 TU1946| TU1929 OL                                  APPROX. 9.8 KM 1293443.4 |
 TU1946| TU1932 WAIPOULI WINDMILL                   APPROX. 9.6 KM 1321630.9 |
 TU1946| TU1931 WAIPOULI FLAGSTAFF                  APPROX. 9.7 KM 1323747.4 |
 TU1946| CJ8949 POHAKUPILI RM 1                                    26004     |
 TU1946| CJ8950 POHAKUPILI RM 2                                    26626     |
 TU1946|---------------------------------------------------------------------|
 TU1946
 TU1946                          SUPERSEDED SURVEY CONTROL
 TU1946
 TU1946  NAD 83(1986)-  22 06 52.74921(N)    159 23 36.94692(W) AD(       ) 3
 TU1946  OLD HI      -  22 07 04.09600(N)    159 23 47.02600(W) AD(       ) 3
 TU1946
 TU1946.Superseded values are not recommended for survey control.
 TU1946.NGS no longer adjusts projects to the OLD HI datum.
 TU1946.See file dsdata.txt to determine how the superseded data were derived.
 TU1946
 TU1946_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5940745571(NAD 83)
 TU1946
 TU1946  HISTORY     - Date     Condition        Report By
 TU1946  HISTORY     - 1910     MONUMENTED       CGS
 TU1946  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1946
 TU1946                          STATION DESCRIPTION
 TU1946
 TU1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1946'IN NORTHEASTERN PART OF KAUAI, ON A VERY SHARP PEAK OF THE
 TU1946'SAME NAME, ABOUT 5-1/2 MILES MAUKA (INLAND) FROM KEALIA.  THE PEAK
 TU1946'IS ABOUT 1/2 MILE EAST OF THE MAIN RIDGE OF MOKULEIEA MOUNTAIN
 TU1946'HENCE IT IS NOT CONSPICUOUS FROM THE COAST, BUT IS MORE SO AS
 TU1946'ONE APPROACHES IT.  APPROACHED BY THE ROAD FROM KEALIA TO
 TU1946'SPALDINGS RESIDENCE AND THENCE THROUGH THE FIELDS BY A PRIVATE
 TU1946'ROAD WHICH LEADS TO THE PLANTATION POWER HOUSE.  THE TRAIL
 TU1946'LEADS OFF FROM THIS ROAD 1/2 MILE SOUTH OF THE POWER
 TU1946'HOUSE.  STATION IS ON THE MIDDLE OF THREE LARGE ROCKS, AND IS
 TU1946'MARKED BY STANDARD UNITED STATES GEOLOGICAL SURVEY BRONZE
 TU1946'TABLET.  REFERENCE MARKS ARE AS FOLLOWS--NO. 1, BOTTLE BURIED IN
 TU1946'GROUND, 10.0 FEET, 80 DEG O4 MIN.  NO. 2.  CROSS CUT IN FACE
 TU1946'OF LARGE ROCK, 12.25 FEET, 86 DEG 26 MIN.  NO. 3 CROSS CUT
 TU1946'IN FACE OF ROCK, 15.25 FEET, 268 DEG 01 MIN.  NO. 4, BOTTLE
 TU1946'BURIED IN GROUND, 14.25 FEET, 268 DEG 12 MIN.  THE BOTTLES
 TU1946'WERE LEFT WITH THEIR NECKS PROJECTING 2 INCHES, AND HAVE PILES OF
 TU1946'SMALL STONES AROUND THEM.
 TU1946
 TU1946                          STATION RECOVERY (1965)
 TU1946
 TU1946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1946'STATION MARK AND BOTH REFERENCE CROSSES WERE RECOVERED IN GOOD
 TU1946'CONDITION.  ONE OF THE 1910 BOTTLE REFERENCE MARKS WAS RECOVERED
 TU1946'IN GOOD CONDITION AND THE OTHER FOUND LAYING ON TOP OF GROUND.  A
 TU1946'COMPLETE DESCRIPTION FOLLOWS--
 TU1946'
 TU1946'STATION IS LOCATED ABOUT 5-3/4 MILES WEST-NORTHWEST OF KEALIA
 TU1946'AND 2 MILES DUE WEST OF MIMINO RESERVOIR, ON THE EXTREME HIGH
 TU1946'POINT OF A VERY SHARP-TIPPED, ROCKY PEAK OF ABOUT 2592 FEET
 TU1946'ELEVATION ALONG A RIDGE RUNNING UP TO THE MAIN DIVIDE OF THE
 TU1946'MAKALEHA MOUNTAINS ABOUT 1-1/2 MILES WESTWARD.
 TU1946'
 TU1946'TO REACH STATION FROM THE POST OFFICE IN KEALIA, GO NORTHWEST
 TU1946'FOR 0.4 MILE.  TAKE LEFT FORK AND GO WEST FOR 2.0 MILES TO THE
 TU1946'SPALDING MEMORIAL.  TURN LEFT AND GO 0.7 MILE.  TAKE SIDE ROAD
 TU1946'RIGHT AND GO 0.5 MILE TO BRIDGE AT BOTTOM OF CANYON.  CONTINUE
 TU1946'AHEAD FOR 0.55 MILE.  TAKE LEFT FORK AND FOLLOW MAIN ROAD WEST
 TU1946'TO ITS END AT RIGHT SIDE OF MIMINO RESERVOIR.  WALK WEST ALONG
 TU1946'BASE OF HILL ABOUT 100 YARDS TO TRAIL GOING UP BANK.  FOLLOW
 TU1946'TRAIL NORTHWEST TO TOP OF RIDGE.  GO LEFT, FOLLOWING OLD DITCH
 TU1946'TRAIL WEST FOR ABOUT 1/2 MILE TO POINT OF RIDGE ON LEFT ABOUT
 TU1946'100 YARDS AFTER CROSSING WOODEN FOOTBRIDGE.  HERE LEAVE
 TU1946'TRAIL AND GO UP ALONG RIDGE ABOUT 1-1/2 MILES TO THE VERY
 TU1946'NOTICEABLE SHARP PEAK AND STATION.
 TU1946'
 TU1946'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 2589,
 TU1946'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 X 4-FOOT ROCK WHICH
 TU1946'COMPRISES THE HIGHEST POINT OF THE PEAK.  IT IS COVERED WITH DIRT
 TU1946'AND MOSS AND APPEARS TO BE A MOUND RATHER THAN A ROCK.  THE
 TU1946'ONLY NOTICEABLE ROCK BEARS REFERENCE CROSS 3.  THE MARK IS LIKELY
 TU1946'TO BE COVERED WITH DIRT AND MOSS.
 TU1946'
 TU1946'REFERENCE CROSS 2 IS A 2-INCH CROSS CUT INTO THE POINTED EAST
 TU1946'END OF THE TOP OF A SHARP ROCK PROJECTING 3-1/2 FEET.  IT IS
 TU1946'ABOUT 6 INCHES LOWER THAN STATION AND IS 3.758 M (12.330 FT)
 TU1946'FROM STATION IN AZIMUTH 86 DEG 26 MIN.
 TU1946'
 TU1946'REFERENCE CROSS 3 IS A 2-INCH CROSS CUT INTO THE FACE OF THE
 TU1946'MOST PROMINENT ROCK OF THE PEAK, 1-1/2 FEET ABOVE RIDGE LINE AND
 TU1946'3 FEET LOWER THAN STATION.  IT IS 4.645 M (15.240 FT) FROM
 TU1946'STATION IN AZIMUTH 268 DEG 01 MIN.
 TU1946'
 TU1946'NOTE--BOTH CROSSES WERE COVERED WITH MOSS.
 TU1946'
 TU1946'THE 1910 REFERENCE BOTTLE IS A GREEN BOTTLE SET IN GROUND ON
 TU1946'RIDGE LINE, WITH 3 INCHES OF NECK PROJECTING, 1 FOOT WEST OF
 TU1946'BASE OF ROCK IN WHICH REFERENCE CROSS 3 IS CUT, AND IS ABOUT
 TU1946'4-1/2 FEET LOWER THAN STATION.  IT IS 4.298 M (14.1 FT) FROM
 TU1946'STATION IN AZIMUTH 268 DEG 12 MIN.
 TU1946'
 TU1946'NOTE--THE RIDGE LEADING UP TO STATION IS DENSELY COVERED WITH
 TU1946'HIGH FERNS AND REQUIRES EXTENSIVE CLEARING OF TRAIL ALL THE
 TU1946'WAY.  ABOUT A 4-1/2-HOUR PACK AFTER TRAIL IS CLEARED.  IT IS
 TU1946'ADVISABLE TO HAVE A ROPE TO GET UP THE 30-FOOT ROCK POINT
 TU1946'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2083 ***********************************************************************
 TU2083  DESIGNATION -  POHOIKI
 TU2083  PID         -  TU2083
 TU2083  STATE/COUNTY-  HI/HAWAII
 TU2083  USGS QUAD   -  KAPOHO (1995)
 TU2083
 TU2083                         *CURRENT SURVEY CONTROL
 TU2083  ___________________________________________________________________
 TU2083* NAD 83(1993)-  19 28 32.99152(N)    154 49 24.29731(W)     ADJUSTED  
 TU2083* LOCAL TIDAL -         6.66   (meters)      21.9    (feet)  LEVELING  
 TU2083  ___________________________________________________________________
 TU2083  EPOCH DATE  -        1993.62
 TU2083  LAPLACE CORR-         -21.31  (seconds)                    DEFLEC99
 TU2083  GEOID HEIGHT-          12.12  (meters)                     GEOID03
 TU2083
 TU2083  HORZ ORDER  -  FIRST
 TU2083  VERT ORDER  -  THIRD ?
 TU2083
 TU2083.The horizontal coordinates were established by classical geodetic methods
 TU2083.and adjusted by the National Geodetic Survey in December 1998..
 TU2083.The horizontal coordinates are valid at the epoch date displayed above.
 TU2083.The epoch date for horizontal control is a decimal equivalence
 TU2083.of Year/Month/Day.
 TU2083
 TU2083.The orthometric height was determined by differential leveling.
 TU2083.The vertical network tie was performed by a horz. field party for horz.
 TU2083.obs reductions. Reset procedures were used to establish the elevation.
 TU2083
 TU2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2083
 TU2083.The geoid height was determined by GEOID03.
 TU2083
 TU2083;                    North         East     Units Scale Factor Converg.
 TU2083;SPC HI 1     -    71,258.057   571,032.884   MT  1.00002901   +0 13 32.1
 TU2083;UTM  05      - 2,154,494.073   308,612.469   MT  1.00005278   -0 36 29.3
 TU2083
 TU2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2083!SPC HI 1     -   0.99999705  x   1.00002901  =   1.00002606
 TU2083!UTM  05      -   0.99999705  x   1.00005278  =   1.00004983
 TU2083
 TU2083:                Primary Azimuth Mark                     Grid Az
 TU2083:SPC HI 1     -  CAPE KUMUKAHI LIGHTHOUSE                 016 09 57.5
 TU2083:UTM  05      -  CAPE KUMUKAHI LIGHTHOUSE                 016 59 58.9
 TU2083
 TU2083|---------------------------------------------------------------------|
 TU2083| PID    Reference Object                     Distance      Geod. Az  |
 TU2083|                                                           dddmmss.s |
 TU2083| TU2114 CAPE KUMUKAHI LIGHTHOUSE            APPROX. 4.7 KM 0162329.6 |
 TU2083| CN6010 POHOIKI RM 1                          3.358 METERS 06437     |
 TU2083| CN6011 POHOIKI RM 2                          6.018 METERS 30248     |
 TU2083|---------------------------------------------------------------------|
 TU2083
 TU2083                          SUPERSEDED SURVEY CONTROL
 TU2083
 TU2083  NAD 83(1986)-  19 28 32.95092(N)    154 49 24.31832(W) AD(       ) 1
 TU2083  OLD HI      -  19 28 43.82116(N)    154 49 34.30732(W) AD(       ) 1
 TU2083
 TU2083.Superseded values are not recommended for survey control.
 TU2083.NGS no longer adjusts projects to the OLD HI datum.
 TU2083.See file dsdata.txt to determine how the superseded data were derived.
 TU2083
 TU2083_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0861254494(NAD 83)
 TU2083_MARKER: Z = SEE DESCRIPTION
 TU2083_SETTING: 0 = UNSPECIFIED SETTING
 TU2083
 TU2083  HISTORY     - Date     Condition        Report By
 TU2083  HISTORY     - 1914     MONUMENTED       CGS
 TU2083  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2083  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2083
 TU2083                          STATION DESCRIPTION
 TU2083
 TU2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2083'ON EASTERN SHORE OF HAWAII, ON A ROUNDING POINT WHICH IS THE
 TU2083'OUTERMOST POINT TO THE SOUTH AS SEEN FROM CAPE KUMUKAHI.  IT IS
 TU2083'A SHORT DISTANCE NORTHEAST OF THE VILLAGE OF POHOIKI.  FROM STATION
 TU2083'THE HIGHEST POINT OF RIM OF KAPOHO CRATER BEARS N. 44 DEG
 TU2083'W.  STATION MARKED BY SURVEY TABLET SET IN A HUGE BLOCK OF
 TU2083'PAHOEHOE LAVA (SMOOTH) WHICH IS ITSELF FLUSH WITH TOP AND IN
 TU2083'CENTER OF CIRCULAR CAIRN OF AA LAVA (ROUGH), 10 FEET IN DIAMETER.
 TU2083'A RIM WAS BUILT UP HALFWAY ROUND AND THE CAIRN WHITEWASHED.
 TU2083'CAIRN IS ABOUT 50 METERS FROM HIGH-WATER MARK AND AT NORTH
 TU2083'EDGE OF OLD AA LAVA FLOW.
 TU2083
 TU2083                          STATION RECOVERY (1967)
 TU2083
 TU2083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2083'STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO NEW REFERENCE
 TU2083'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2083'
 TU2083'STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF CAPE
 TU2083'KUMUKAHI, THE EASTERNMOST POINT OF THE ISLAND.  1700 FEET
 TU2083'SOUTHWEST OF AN OLD BEACH SHACK THAT SETS ON A PROPERTY LINE
 TU2083'RUNNING IN TO THE SOUTHEAST FROM THE HIGHWAY, 3/4-MILE NORTHEAST
 TU2083'OF THE POINT WHERE STATE HIGHWAY 137 CHANGES FROM DUE SOUTH TO
 TU2083'SOUTHWEST, 1/4-MILE SOUTH OF THE END OF THE KII LAVA FLOW OF
 TU2083'1955, AND NEAR THE NORTHEAST EDGE OF AN OLD BLACK LAVA FLOW,
 TU2083'NOW MOSTLY BRUSHCOVERED, ON A RAISED, CIRCULAR, ROCK PLATFORM
 TU2083'ABOUT 16 FEET IN DIAMETER WHICH IS THE HIGHEST PART OF THE LOW
 TU2083'RISE ON WHICH IT SETS.
 TU2083'
 TU2083'TO REACH STATION FROM THE POST OFFICE IN PAHOA, GO EAST ON THE
 TU2083'MAIN STREET 0.4 MILE.  TAKE LEFT FORK AND FOLLOW STATE HIGHWAY 132
 TU2083'EAST 2.8 MILES TO FORK JUST PAST THE LAVA TREE STATE PARK.  TAKE
 TU2083'LEFT FORK AND GO 5.2 MILES TO CROSSROAD.  TURN RIGHT AND GO SOUTH
 TU2083'ON STATE HIGHWAY 137 FOR 2.0 MILES TO THE KII LAVA FLOW OF
 TU2083'1955.  CONTINUE ON THE HIGHWAY 0.6 MILE TO RIGHT CURVE OF
 TU2083'HIGHWAY AND END OF TRUCK TRAVEL AT OLD ROAD LEFT.  WALK EAST
 TU2083'DOWN OLD ROAD, AND TRAIL, ABOUT 150 YARDS TO BEACH.  GO LEFT
 TU2083'ALONG ROCKY BEACH ABOUT 3/4-MILE TO STATION.  NOTE--A RAISED,
 TU2083'CIRCULAR, ROCK PLATFORM, SIMILAR TO THE ONE THE STATION IS ON,
 TU2083'IS SITUATED ABOUT HALFWAY TO THE STATION.
 TU2083'
 TU2083'STATION MARK IS A STANDARD DISK STAMPED POHOIKI 1914, CEMENTED
 TU2083'IN A DRILL HOLE IN A BOULDER FLUSH WITH SURROUNDING ROCK, IN
 TU2083'CENTER OF THE ROCK PLATFORM.  IT IS 125 YARDS NORTHWEST OF WATER
 TU2083'LINE AND 150 FEET SOUTHWEST OF NORTHEAST EDGE OF THE BLACK LAVA
 TU2083'AREA.
 TU2083'
 TU2083'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POHOIKI 1914
 TU2083'NO 1 1967, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE JUST
 TU2083'BELOW THE STATION PLATFORM.  IT IS ABOUT 2 FEET LOWER THAN
 TU2083'STATION MARK.
 TU2083'
 TU2083'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POHOIKI
 TU2083'1914 NO 2 1967, CEMENTED IN A DRILL HOLE IN A LARGE LAVA CHUNK,
 TU2083'0.9 FOOT LOWER THAN STATION MARK.
 TU2083
 TU2083                          STATION RECOVERY (1977)
 TU2083
 TU2083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (IAC)
 TU2083'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2083'GOOD CONDITION.  THE DIRECTION TO THE REFERENCE MARKS MEASURED ON
 TU2083'THIS DATE DIFFERED BY 4 MINUTES ON REFERENCE MARK 1 AND 3 MINUTES
 TU2083'ON REFERENCE MARK 2.  THE DISTANCES COMPARED FAVORABLY WITH THE
 TU2083'1967 MEASUREMENTS.  THE DIRECTION TO CAPE KUMUKAHI LIGHTHOUSE
 TU2083'DIFFERS BY ABOUT 10 SECONDS FROM THE 1967 MEASUREMENTS.  THE
 TU2083'1967 RECOVERY NOTE IS ADEQUATE.
 TU2083'
 TU2083'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2083'
 TU2083'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2083'8-1/2 MILES EAST OF PAHOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3222 ***********************************************************************
 TU3222  DESIGNATION -  POHOULA RESET
 TU3222  PID         -  TU3222
 TU3222  STATE/COUNTY-  HI/MAUI
 TU3222  USGS QUAD   -  
 TU3222
 TU3222                         *CURRENT SURVEY CONTROL
 TU3222  ___________________________________________________________________
 TU3222* NAD 83(1993)-  20 50 42.08999(N)    156 55 16.81692(W)     ADJUSTED  
 TU3222* LOCAL TIDAL -       617.6    (meters)    2026.     (feet)  VERT ANG  
 TU3222  ___________________________________________________________________
 TU3222  EPOCH DATE  -        1993.62
 TU3222  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 TU3222  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU3222
 TU3222  HORZ ORDER  -  SECOND
 TU3222
 TU3222.The horizontal coordinates were established by classical geodetic methods
 TU3222.and adjusted by the National Geodetic Survey in December 1998..
 TU3222.The horizontal coordinates are valid at the epoch date displayed above.
 TU3222.The epoch date for horizontal control is a decimal equivalence
 TU3222.of Year/Month/Day.
 TU3222
 TU3222.The orthometric height was determined by vertical angle observations.
 TU3222
 TU3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3222
 TU3222.The geoid height was determined by GEOID03.
 TU3222
 TU3222;                    North         East     Units Scale Factor Converg.
 TU3222;SPC HI 2     -    56,669.346   473,495.299   MT  0.99997534   -0 05 26.2
 TU3222;UTM  04      - 2,306,392.842   716,290.752   MT  1.00017817   +0 44 23.9
 TU3222
 TU3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3222!SPC HI 2     -   0.99990037  x   0.99997534  =   0.99987572
 TU3222!UTM  04      -   0.99990037  x   1.00017817  =   1.00007853
 TU3222
 TU3222|---------------------------------------------------------------------|
 TU3222| PID    Reference Object                     Distance      Geod. Az  |
 TU3222|                                                           dddmmss.s |
 TU3222| CN6012 POHOULA RM 1                         12.229 METERS 04054     |
 TU3222| TU3218 CAIRN ON HILL                       APPROX. 9.4 KM 1583203.2 |
 TU3222| CN6013 POHOULA RM 2                          9.585 METERS 17600     |
 TU3222| TU3223 WATER TANK                          APPROX. 5.7 KM 2013216.5 |
 TU3222| TU3229 KANEPUU RESET                       APPROX. 6.9 KM 2934054.5 |
 TU3222|---------------------------------------------------------------------|
 TU3222
 TU3222                          SUPERSEDED SURVEY CONTROL
 TU3222
 TU3222  NAD 83(1986)-  20 50 42.04612(N)    156 55 16.77679(W) AD(       ) 2
 TU3222  OLD HI      -  20 50 53.43600(N)    156 55 26.85500(W) AD(       ) 2
 TU3222
 TU3222.Superseded values are not recommended for survey control.
 TU3222.NGS no longer adjusts projects to the OLD HI datum.
 TU3222.See file dsdata.txt to determine how the superseded data were derived.
 TU3222
 TU3222_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1629106393(NAD 83)
 TU3222
 TU3222  HISTORY     - Date     Condition        Report By
 TU3222  HISTORY     - 1962     MONUMENTED       CGS
 TU3222  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU3222  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3222  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3222
 TU3222                          STATION DESCRIPTION
 TU3222
 TU3222'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3222'IN THE CENTRAL PART OF LANAI, DISTRICT OF PAOMAI, LAND OF
 TU3222'PAOMAI, ON THE SUMMIT OF A RED BLUFF ABOUT 1,700 METERS NORTH OF
 TU3222'KOELE RANCH.  REACHED BY ROAD TURNING NORTHEAST NEAR HOUSE OF
 TU3222'MR. GIBSON, AND RUNNING BACK TO CEMETERY ON TOP OF BLUFF.  STATION
 TU3222'IS 300 METERS SOUTHWEST OF CEMETERY.  MARKED BY DRILL HOLE
 TU3222'SURROUNDED BY TRIANGLE IN TOP OF STONE.  REFERENCE MARKS (1927)
 TU3222'ARE DRILL HOLES IN STONES WHICH PROJECT SEVERAL INCHES ABOVE
 TU3222'GROUND.  THEY ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM
 TU3222'THE STATION--NO. 1, 12.228 METERS (40.12 FEET), 220 DEG
 TU3222'56 MIN.  NO. 2, 9.570 METERS (31.40 FEET), 355 DEG 57 MIN.
 TU3222
 TU3222                          STATION RECOVERY (1962)
 TU3222
 TU3222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3222'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 TU3222'CONDITION.  ORIGINAL STATION MARK WAS A 1-1/2-INCH DIAMETER HOLE,
 TU3222'DRILLED IN 1-1/2 INCHES DEEP IN THE TOP OF A 12-INCH
 TU3222'BOULDER.  A NEW STATION DISK WAS ESTABLISHED.  A COMPLETE
 TU3222'DESCRIPTION FOLLOWS--
 TU3222'
 TU3222'STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF LANAI CITY, ON
 TU3222'A HEAVILY TIMBERED HILL, 50 YARDS SOUTHWEST OF A CEMETERY BOUNDARY
 TU3222'FENCE.
 TU3222'
 TU3222'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3222'NORTHWEST ON LANAI AVENUE FOR 0.75 MILE TO LEFT CURVE OF
 TU3222'HIGHWAY, BY GOLF COURSE ON RIGHT.  GO LEFT ON HIGHWAY FOR 0.15
 TU3222'MILE TO DIRT SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW GRADED
 TU3222'ROAD ALONG LEFT SIDE OF GRASSY DRAIN COURSE AND UP SIDE OF HILL
 TU3222'FOR 0.7 MILE TO CEMETERY GATE ON LEFT.  CONTINUE AHEAD, PASSING
 TU3222'AROUND FENCE CORNER, BEAR LEFT AND GO SOUTHWEST ALONG RIGHT
 TU3222'SIDE OF FENCE AND CONTINUE AHEAD TO EDGE OF HILL, A DISTANCE OF
 TU3222'0.1 MILE.  THEN BEAR LEFT ALONG EDGE OF HILL FOR 50 YARDS TO
 TU3222'STATION.
 TU3222'
 TU3222'STATION MARK IS A STANDARD DISK STAMPED POHOULA 1879 1962,
 TU3222'CEMENTED IN THE ORIGINAL STATION HOLE, IN THE TOP OF A
 TU3222'12-INCH-DIAMETER BOULDER THAT PROJECTS 2 INCHES ABOVE
 TU3222'GROUND.  THERE IS A WHITE, 6-INCH CIRCLE PAINTED THE MARK.
 TU3222'
 TU3222'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POHOULA
 TU3222'1 1927, CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 X 8-INCH
 TU3222'BOULDER THAT PROJECTS ABOUT 3 INCHES ABOVE GROUND.  IT IS ABOUT
 TU3222'1 FOOT LOWER THAN THE STATION.
 TU3222'
 TU3222'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POHOULA
 TU3222'2 1927, CEMENTED IN A DRILL HOLE IN A 6 X 8-INCH BOULDER THAT
 TU3222'PROJECTS 3 INCHES ABOVE GROUND.  IT IS ABOUT 2 FEET HIGHER THAN
 TU3222'THE STATION.
 TU3222
 TU3222                          STATION RECOVERY (1964)
 TU3222
 TU3222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3222'THE STATION WAS RECOVERED AS DESCRIBED IN 1962 RECOVERY BY HJS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2806 ***********************************************************************
 TU2806  DESIGNATION -  POHUE
 TU2806  PID         -  TU2806
 TU2806  STATE/COUNTY-  HI/MAUI
 TU2806  USGS QUAD   -  KIPAHULU (1983)
 TU2806
 TU2806                         *CURRENT SURVEY CONTROL
 TU2806  ___________________________________________________________________
 TU2806* NAD 83(1993)-  20 41 43.10628(N)    155 59 56.27376(W)     ADJUSTED  
 TU2806* LOCAL TIDAL -         8.2    (meters)      27.     (feet)  VERT ANG  
 TU2806  ___________________________________________________________________
 TU2806  EPOCH DATE  -        1993.62
 TU2806  LAPLACE CORR-         -13.53  (seconds)                    DEFLEC99
 TU2806  GEOID HEIGHT-          14.85  (meters)                     GEOID03
 TU2806
 TU2806  HORZ ORDER  -  FIRST
 TU2806
 TU2806.The horizontal coordinates were established by classical geodetic methods
 TU2806.and adjusted by the National Geodetic Survey in December 1998..
 TU2806.The horizontal coordinates are valid at the epoch date displayed above.
 TU2806.The epoch date for horizontal control is a decimal equivalence
 TU2806.of Year/Month/Day.
 TU2806
 TU2806.The orthometric height was determined by vertical angle observations.
 TU2806
 TU2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2806
 TU2806.The geoid height was determined by GEOID03.
 TU2806
 TU2806;                    North         East     Units Scale Factor Converg.
 TU2806;SPC HI 2     -    40,216.325   569,559.994   MT  1.00002644   +0 14 09.5
 TU2806;UTM  05      - 2,291,318.349   187,585.244   MT  1.00080642   -1 03 38.5
 TU2806;UTM  04      - 2,291,322.346   812,630.560   MT  1.00080808   +1 03 41.1
 TU2806
 TU2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2806!SPC HI 2     -   0.99999638  x   1.00002644  =   1.00002282
 TU2806!UTM  05      -   0.99999638  x   1.00080642  =   1.00080279
 TU2806!UTM  04      -   0.99999638  x   1.00080808  =   1.00080445
 TU2806
 TU2806:                Primary Azimuth Mark                     Grid Az
 TU2806:SPC HI 2     -  PUUIKI CATHOLIC CHURCH SPIRE             002 13 00.2
 TU2806:UTM  05      -  PUUIKI CATHOLIC CHURCH SPIRE             003 30 48.2
 TU2806:UTM  04      -  PUUIKI CATHOLIC CHURCH SPIRE             001 23 28.6
 TU2806
 TU2806|---------------------------------------------------------------------|
 TU2806| PID    Reference Object                     Distance      Geod. Az  |
 TU2806|                                                           dddmmss.s |
 TU2806| TU2805 PUUIKI CATHOLIC CHURCH SPIRE        APPROX. 0.8 KM 0022709.7 |
 TU2806| CN6016 POHUE RM 2                            7.331 METERS 20842     |
 TU2806| CN6014 POHUE AZ MK                                        2374519.9 |
 TU2806| CN6015 POHUE RM 1                           11.148 METERS 33101     |
 TU2806|---------------------------------------------------------------------|
 TU2806
 TU2806                          SUPERSEDED SURVEY CONTROL
 TU2806
 TU2806  NAD 83(1986)-  20 41 43.07437(N)    155 59 56.29319(W) AD(       ) 1
 TU2806  OLD HI      -  20 41 54.56700(N)    156 00 06.35700(W) AD(       ) 1
 TU2806
 TU2806.Superseded values are not recommended for survey control.
 TU2806.NGS no longer adjusts projects to the OLD HI datum.
 TU2806.See file dsdata.txt to determine how the superseded data were derived.
 TU2806
 TU2806_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8758591318(NAD 83)
 TU2806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2806_SETTING: 66 = SET IN ROCK OUTCROP
 TU2806
 TU2806  HISTORY     - Date     Condition        Report By
 TU2806  HISTORY     - 1950     MONUMENTED       CGS
 TU2806  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2806
 TU2806                          STATION DESCRIPTION
 TU2806
 TU2806'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2806'LOCATED ON THE SOUTHEAST COAST OF EAST MAUI, LAND OF POHUE, ABOUT
 TU2806'4 MILES, AIRLINE, SOUTH SOUTHWEST OF HANA, AND ABOUT 4.5 MILES
 TU2806'NORTHEAST OF KIPAHULU VILLAGE, ON THE WEST SIDE OF A GRASSY POINT
 TU2806'ABOUT 250 FEET IN FROM THE EXTREME END OF LAND.  75 FEET FROM
 TU2806'AND 20 FEET ABOVE THE SEA, 17 PACES EAST AND INSHORE FROM A
 TU2806'STONE WALL THAT EXTENDS TO THE VERY EDGE OF THE LAVA BLUFF.
 TU2806'
 TU2806'A STANDARD DISK SET IN LAVA OUT CROP PROJECTING 6
 TU2806'INCHES, STAMPED POHUE 1950.
 TU2806'
 TU2806'REFERENCE MARK NO. 1 IS NORTHWEST OF THE STATION.  A STANDARD
 TU2806'DISK CEMENTED IN DRILL HOLE IN A LARGE LAVA BOULDER USED AS BASE
 TU2806'STONE FOR CORNER OF STONE WALL.  SQUARE ON OUTSIDE AND MARK IN
 TU2806'EXTREME SOUTHEAST CORNER.  STAMPED POHUE NO 1 1950.
 TU2806'
 TU2806'REFERENCE MARK NO. 2 IS SOUTH SOUTHWEST OF THE STATION AND 10
 TU2806'PACES SOUTH OF A STONE WALL.  A STANDARD DISK CEMENTED IN A
 TU2806'DRILL HOLE IN SOLID LAVA.  STAMPED POHUE NO 2 1950.
 TU2806'
 TU2806'TO REACH FROM THE POST OFFICE IN HANA--GO SOUTHWESTERLY ON
 TU2806'COAST HIGHWAY TOWARD KIPAHULU FOR 4.8 MILES TO A POINT WHERE
 TU2806'HIGHWAY PASSES THROUGH A CUT IN LOW ROCK RIDGE.  FROM HERE
 TU2806'PACK EAST FOR ABOUT 0.15 MILES TO SEA SHORE AND STATION.
 TU2806'
 TU2806'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 TU2806
 TU2806                          STATION RECOVERY (1969)
 TU2806
 TU2806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2806'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2806'NEW AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2806'
 TU2806'STATION IS LOCATED ABOUT 4 MILES SOUTH OF HANA, IN PASTURE LAND
 TU2806'ON POPOKANALOA POINT, ABOUT 27 FEET ABOVE SEA LEVEL.
 TU2806'
 TU2806'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2806'STATE HIGHWAY 31 FOR 3.8 MILES TO FORK.  TAKE LEFT FORK AND GO
 TU2806'0.35 MILE, TURN LEFT ON MACADAM DRIVEWAY, AT POWER POLE 100, AND
 TU2806'GO 0.1 MILE TO GATE IN FENCE CORNER.  FROM HERE PACK SOUTHERLY
 TU2806'DOWN ACROSS PASTURE, ABOUT 1000 FEET.
 TU2806'
 TU2806'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 TU2806'AN 18-INCH, TRIANGULAR ROCK OUTCROP THAT PROJECTS 8 INCHES FROM
 TU2806'GROUND.  IT IS AT THE HEAD OF A SMALL, NAUPAKA-FILLED
 TU2806'GULLY, ABOUT 75 FEET FROM WATER LINE, AT NORTH CORNER OF A
 TU2806'COVE, 38 YARDS EAST OF A LONE COCONUT PALM, 50 YARDS SOUTH OF
 TU2806'A STONE WALL, AND ABOUT 50 YARDS NORTHEAST OF THE MOUTH OF
 TU2806'PAKUILUA STREAM.  THERE IS A TRIPOD SIGNAL, BUILT OF 2 X 4S
 TU2806'ABOUT 7 FEET HIGH, CENTERED OVER THE STATION.
 TU2806'
 TU2806'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POHUE
 TU2806'NO 1 1950 CEMENTED IN A DRILL HOLE IN A SQUARE BOULDER
 TU2806'PROJECTING 2 FEET FROM GROUND.  IT IS IN THE SOUTHEAST CORNER
 TU2806'OF A STONE ENCLOSURE AND 4 FEET HIGHER THAN STATION MARK.
 TU2806'
 TU2806'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POHUE
 TU2806'NO 2 1950 CEMENTED IN A DRILL HOLE IN A LAVA OUTCROP, 6
 TU2806'FEET MAUKA FROM THE NAUPAKA BRUSH LINE AND 2 FEET LOWER THAN
 TU2806'STATION MARK.
 TU2806'
 TU2806'AZIMUTH MARK IS A STANDARD DISK STAMPED POHUE 1950
 TU2806'1969, CEMENTED IN A DRILL HOLE IN THE TOP OF A 30-INCH BEDROCK
 TU2806'OUTCROP PROJECTING 2-1/2 FEET FROM GROUND.  IT IS DOWN ON A
 TU2806'SLOPE, IN PASTURE, 95 FEET SOUTHEAST OF CENTER LINE OF
 TU2806'HIGHWAY, 81.5 FEET SOUTHEAST OF FENCE CORNER, 92 FEET EAST OF
 TU2806'TELEPHONE POLE NO. 92T, AND 14.3 FEET SOUTHWEST OF THE FENCE
 TU2806'LINE.
 TU2806'
 TU2806'TO REACH FROM END OF TRUCK TRAVEL, GO BACK OUT TO HIGHWAY, TURN
 TU2806'LEFT, AND GO SOUTH 0.55 MILE TO TELEPHONE POLE 92T AND AZIMUTH
 TU2806'MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1757 ***********************************************************************
 TU1757  DESIGNATION -  POINT
 TU1757  PID         -  TU1757
 TU1757  STATE/COUNTY-  HI/KAUAI
 TU1757  USGS QUAD   -  LIHUE (1996)
 TU1757
 TU1757                         *CURRENT SURVEY CONTROL
 TU1757  ___________________________________________________________________
 TU1757* NAD 83(1993)-  21 55 56.28024(N)    159 21 21.23644(W)     ADJUSTED  
 TU1757* LOCAL TIDAL -                                                        
 TU1757  ___________________________________________________________________
 TU1757  EPOCH DATE  -        1993.62
 TU1757  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 TU1757  GEOID HEIGHT-          14.93  (meters)                     GEOID03
 TU1757
 TU1757  HORZ ORDER  -  THIRD
 TU1757
 TU1757.The horizontal coordinates were established by classical geodetic methods
 TU1757.and adjusted by the National Geodetic Survey in December 1998..
 TU1757.The horizontal coordinates are valid at the epoch date displayed above.
 TU1757.The epoch date for horizontal control is a decimal equivalence
 TU1757.of Year/Month/Day.
 TU1757
 TU1757
 TU1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1757
 TU1757.The geoid height was determined by GEOID03.
 TU1757
 TU1757;                    North         East     Units Scale Factor Converg.
 TU1757;SPC HI 4     -    10,965.340   514,887.093   MT  0.99999274   +0 03 13.8
 TU1757;UTM  04      - 2,425,376.192   463,246.221   MT  0.99961669   -0 07 58.6
 TU1757
 TU1757                          SUPERSEDED SURVEY CONTROL
 TU1757
 TU1757  NAD 83(1986)-  21 55 56.26436(N)    159 21 21.28460(W) AD(       ) 4
 TU1757  OLD HI      -  21 56 07.60000(N)    159 21 31.40000(W) AD(       ) 3
 TU1757
 TU1757.Superseded values are not recommended for survey control.
 TU1757.NGS no longer adjusts projects to the OLD HI datum.
 TU1757.See file dsdata.txt to determine how the superseded data were derived.
 TU1757
 TU1757_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6324625376(NAD 83)
 TU1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1757+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 TU1757
 TU1757  HISTORY     - Date     Condition        Report By
 TU1757  HISTORY     - UNK      MONUMENTED
 TU1757  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1757  HISTORY     - 1984     GOOD             USPSQD
 TU1757  HISTORY     - 1988     GOOD             USPSQD
 TU1757  HISTORY     - 19970107 GOOD             USPSQD
 TU1757  HISTORY     - 19970608 GOOD             USPSQD
 TU1757  HISTORY     - 19980819 GOOD             USPSQD
 TU1757  HISTORY     - 20050926 GOOD             USPSQD
 TU1757
 TU1757                          STATION DESCRIPTION
 TU1757
 TU1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1757'STATION WAS IDENTIFIED BY ANGLE AT STATION KAI.  IT IS A
 TU1757'PROMINENT, ROUNDED ROCK KNOB ON THE POINT AT SOUTHWEST SIDE
 TU1757'OF NOHIU COVE, AND IS AT ABOUT 570 FEET ELEVATION.
 TU1757
 TU1757                          STATION RECOVERY (1984)
 TU1757
 TU1757'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1757'GOOD. POINT ROUNDED KNOB EXISTS AS DESCRIBED BY DM WHIPP 1965.
 TU1757
 TU1757                          STATION RECOVERY (1988)
 TU1757
 TU1757'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1757'RECOVERED IN GOOD CONDITION.
 TU1757
 TU1757                          STATION RECOVERY (1997)
 TU1757
 TU1757'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1757'RECOVERED IN GOOD CONDITION.
 TU1757
 TU1757                          STATION RECOVERY (1997)
 TU1757
 TU1757'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1757'RECOVERED IN GOOD CONDITION.
 TU1757
 TU1757                          STATION RECOVERY (1998)
 TU1757
 TU1757'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1757'RECOVERED IN GOOD CONDITION.
 TU1757
 TU1757                          STATION RECOVERY (2005)
 TU1757
 TU1757'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2581 ***********************************************************************
 TU2581  DESIGNATION -  POINT
 TU2581  PID         -  TU2581
 TU2581  STATE/COUNTY-  HI/HAWAII
 TU2581  USGS QUAD   -  KEALAKEKUA (1996)
 TU2581
 TU2581                         *CURRENT SURVEY CONTROL
 TU2581  ___________________________________________________________________
 TU2581* NAD 83(1993)-  19 33 31.43436(N)    155 57 58.14119(W)     ADJUSTED  
 TU2581* LOCAL TIDAL -         9.0    (meters)      30.     (feet)  VERT ANG  
 TU2581  ___________________________________________________________________
 TU2581  EPOCH DATE  -        1993.62
 TU2581  LAPLACE CORR-          25.10  (seconds)                    DEFLEC99
 TU2581  GEOID HEIGHT-          19.41  (meters)                     GEOID03
 TU2581
 TU2581  HORZ ORDER  -  THIRD
 TU2581
 TU2581.The horizontal coordinates were established by classical geodetic methods
 TU2581.and adjusted by the National Geodetic Survey in December 1998..
 TU2581.The horizontal coordinates are valid at the epoch date displayed above.
 TU2581.The epoch date for horizontal control is a decimal equivalence
 TU2581.of Year/Month/Day.
 TU2581
 TU2581.The orthometric height was determined by vertical angle observations.
 TU2581
 TU2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2581
 TU2581.The geoid height was determined by GEOID03.
 TU2581
 TU2581;                    North         East     Units Scale Factor Converg.
 TU2581;SPC HI 1     -    80,361.508   451,085.446   MT  0.99999623   -0 09 21.8
 TU2581;UTM  05      - 2,165,350.488   188,761.144   MT  1.00079756   -0 59 37.6
 TU2581;UTM  04      - 2,165,475.213   818,347.694   MT  1.00085290   +1 00 59.4
 TU2581
 TU2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2581!SPC HI 1     -   0.99999553  x   0.99999623  =   0.99999176
 TU2581!UTM  05      -   0.99999553  x   1.00079756  =   1.00079309
 TU2581!UTM  04      -   0.99999553  x   1.00085290  =   1.00084843
 TU2581
 TU2581:                Primary Azimuth Mark                     Grid Az
 TU2581:SPC HI 1     -  SIGNAL 1928                              002 56 01.6
 TU2581:UTM  05      -  SIGNAL 1928                              003 46 17.4
 TU2581:UTM  04      -  SIGNAL 1928                              001 45 40.4
 TU2581
 TU2581|---------------------------------------------------------------------|
 TU2581| PID    Reference Object                     Distance      Geod. Az  |
 TU2581|                                                           dddmmss.s |
 TU2581| TU2580 SIGNAL 1928                         APPROX. 0.7 KM 0024639.8 |
 TU2581| TU2587 SQUARE                              APPROX. 8.5 KM 0125751.5 |
 TU2581| TU2570 KAINALIU ST PAUL CATH CH SPIRE      APPROX. 4.1 KM 1174316.5 |
 TU2581| CN6017 POINT RM 1                            3.891 METERS 16303     |
 TU2581| TU2579 TARGET 1928                         434.428 METERS 1742352.4 |
 TU2581| CN6018 POINT RM 2                           13.607 METERS 23522     |
 TU2581| CN6019 POINT WM CROSS                        1.890 METERS 33850     |
 TU2581| TU2624 KAILUA WEST OIL TANK                APPROX. 9.5 KM 3392439.6 |
 TU2581| TU2623 KAILUA EAST OIL TANK                APPROX. 9.5 KM 3392509.7 |
 TU2581| TU2593 KAILUA MOKUAIKAUA CHURCH SPIRE      APPROX. 9.4 KM 3420546.4 |
 TU2581|---------------------------------------------------------------------|
 TU2581
 TU2581                          SUPERSEDED SURVEY CONTROL
 TU2581
 TU2581  NAD 83(1986)-  19 33 31.43197(N)    155 57 58.17278(W) AD(       ) 3
 TU2581  OLD HI      -  19 33 42.32600(N)    155 58 08.20700(W) AD(       ) 3
 TU2581
 TU2581.Superseded values are not recommended for survey control.
 TU2581.NGS no longer adjusts projects to the OLD HI datum.
 TU2581.See file dsdata.txt to determine how the superseded data were derived.
 TU2581
 TU2581_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8876165350(NAD 83)
 TU2581_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2581_SETTING: 66 = SET IN ROCK OUTCROP
 TU2581
 TU2581  HISTORY     - Date     Condition        Report By
 TU2581  HISTORY     - 1928     MONUMENTED       CGS
 TU2581  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2581  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2581  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2581
 TU2581                          STATION DESCRIPTION
 TU2581
 TU2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2581'ON THE WEST COAST OF HAWAII, KONA DISTRICT, ON SOUTH SIDE OF
 TU2581'ENTRANCE TO KEAUHOU BAY, JUST SOUTHWARD OF A CREVICE IN THE
 TU2581'ROCK.  THIS CREVICE EXTENDS IN AN EAST AND WEST DIRECTION, AND
 TU2581'JUST EAST OF THE STATION IT BENDS IN A SOUTHERLY DIRECTION.  THE
 TU2581'MOST NORTHERLY PART OF THE CREVICE IS ABOUT 18 INCHES HIGHER THAN
 TU2581'THE STATION.  STATION IS MARKED ACCORDING TO NOTE 2, A STANDARD
 TU2581'DISK IN OUTCROPPING BEDROCK.  REFERENCE MARKS, NOTE 12A,
 TU2581'STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK, WERE SET AT THE
 TU2581'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 3.92
 TU2581'METERS (12.9 FEET), 342 DEG 54 MIN.  NO. 2, 10 METERS
 TU2581'(APPROXIMATE), 55 DEG 23 MIN.  A CROSS CUT IN A STONE IS
 TU2581'1.89 METERS (6.2 FEET) FROM STATION IN AZIMUTH 158 DEG 50 MIN.
 TU2581'STATION AND REFERENCE MARK 1 ARE IN RANGE WITH PUU OHAU.
 TU2581'STATION AND REFERENCE MARKS FORM A RANGE WHICH PASSES JUST
 TU2581'WESTWARD OF THE SOUTH POINT OF ENTRANCE.  EXTENDED TO KAILUA
 TU2581'BAY IT PASSES EASTWARD OF THE WHARF AND JUST WESTWARD OF
 TU2581'RED HOUSE AT EASTERN END OF BAY.  FROM THE STATION THREE HOUSES
 TU2581'ON HILL EASTWARD OF KEAUHOU BAY ARE ON RANGE.  STATION IS
 TU2581'INSHORE FROM WESTERN EDGE OF POINT, TO AVOID PUU OHAU BEING
 TU2581'CUT OUT BY A HIGH POINT ABOUT 1/4 MILE TO SOUTHWARD.
 TU2581
 TU2581                          STATION RECOVERY (1948)
 TU2581
 TU2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2581'THE STATION AND TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2581'CONDITION.  THIS STATION WAS NOT OCCUPIED AT THIS TIME BUT WAS
 TU2581'USED AS AN AZIMUTH TO TRIANGULATION STATION LAALOA WHICH IS ABOUT
 TU2581'2 MILES TO THE NORTH.  A NEW DESCRIPTION FOLLOWS--
 TU2581'
 TU2581'THE STATION IS LOCATED ON KAUKALAELAE POINT ABOUT 6 MILES SOUTH
 TU2581'SOUTHEAST OF KAILUA, ABOUT 0.4 MILE WEST OF THE KEAUHOU BAY
 TU2581'SHIPYARD, ABOUT 0.4 MILE SOUTH OF HAWAII BOARD OF MISSIONS CAMP,
 TU2581'ABOUT 0.2 MILE SOUTH OF THE MOUTH OF KEAUHOU BAY, ABOUT 100 FEET
 TU2581'EAST OF THE EDGE OF THE CLIFF FORMING THE SHORELINE AT THIS POINT
 TU2581'AND ON THE SUMMIT OF A LOW LAVA KNOLL.
 TU2581'
 TU2581'TO REACH THE STATION FROM THE KEAUHOU BAY SHIPYARD.  GO WESTERLY,
 TU2581'ALONG THE SOUTH SIDE OF THE BAY, KEEPING ALL LEFT HAND FORKS, FOR
 TU2581'0.35 MILE TO A FENCE INTERSECTION AND THE END OF TRUCK
 TU2581'TRAVEL.  FROM THIS POINT PACK WESTERLY ABOUT 75 YARDS TO THE HIGH
 TU2581'GROUND AND THE STATION.
 TU2581'
 TU2581'THE STATION IS A STANDARD DISK, UNSTAMPED, SET INTO A DRILL HOLE
 TU2581'IN BEDROCK WHICH IS ABOUT FLUSH WITH THE SURROUNDING ROCK.
 TU2581'
 TU2581'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, UNSTAMPED, SET INTO
 TU2581'A DRILL HOLE IN BEDROCK WHICH IS ABOUT FLUSH WITH THE SURROUNDING
 TU2581'ROCK.  IT IS LOCATED ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2581'
 TU2581'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, UNSTAMPED, SET INTO A
 TU2581'DRILL HOLE IN BEDROCK WHICH IS ABOUT FLUSH WITH THE SURROUNDING
 TU2581'ROCK.
 TU2581
 TU2581                          STATION RECOVERY (1967)
 TU2581
 TU2581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2581'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2581'COMPLETE DESCRIPTION FOLLOWS--
 TU2581'
 TU2581'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF KAILUA AND
 TU2581'4 MILES NORTHWEST OF KEALAKEKUA, ON KAUKALAELAE POINT, ABOUT 2000
 TU2581'FEET SOUTHWEST OF THE SMALL-BOAT DOCKS AT KEAUHOU BAY, AND AT
 TU2581'THE SOUTH SIDE OF THE MOUTH OF KEAUHOU BAY, ON A BRUSHY, LAVA
 TU2581'MOUND ABOUT 80 YARDS SOUTHWEST OF A HOME.
 TU2581'
 TU2581'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO SOUTH ON
 TU2581'STATE HIGHWAY 19 FOR 0.1 MILE TO T-INTERSECTION.  TURN LEFT AND
 TU2581'FOLLOW HIGHWAY SOUTHEAST, THROUGH KAILUA, AND ALONG COAST, FOR
 TU2581'6.3 MILES TO KEAUHOU BAY.  CONTINUE AHEAD FOR 0.2 MILE TO SIDE
 TU2581'ROAD RIGHT.  TURN RIGHT AND FOLLOW MACADAM TRACK ROAD ALONG POWER
 TU2581'LINE FOR 0.1 MILE TO END OF ROAD AT HOUSE.  WALK ABOUT 80 YARDS
 TU2581'SOUTHWEST TO STATION.
 TU2581'
 TU2581'STATION MARK IS A STANDARD DISK STAMPED POINT 1928, CEMENTED IN
 TU2581'A DRILL HOLE IN BEDROCK ON TOP OF LAVA MOUND, AT NORTHWEST EDGE
 TU2581'OF BRUSH PATCH, ABOUT 75 FEET EAST OF EDGE OF SEA BLUFF.
 TU2581'
 TU2581'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POINT NO 1
 TU2581'1928, CEMENTED IN A DRILL HOLE IN BEDROCK ON SOUTH SLOPE OF
 TU2581'STATION MOUND, IN THORNY BRUSH, 1 FOOT LOWER THAN STATION MARK.
 TU2581'
 TU2581'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POINT NO 2
 TU2581'1928, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, 45 FEET EAST OF
 TU2581'EDGE OF SEA BLUFF AND 1 FOOT LOWER THAN STATION MARK.
 TU2581
 TU2581                          STATION RECOVERY (1972)
 TU2581
 TU2581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2581'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2581'STAMPED AS INDICATED BY D.M. WHIPP, 1967.  A REVISED
 TU2581'DESCRIPTION FOLLOWS--
 TU2581'
 TU2581'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF KAILUA AND
 TU2581'4 MILES NORTHWEST OF KEALAKEKUA, ON KAUKULAELAE POINT, BETWEEN
 TU2581'THE NORTHERN AND WESTERN WINGS OF THE KONA SURF HOTEL, ON A
 TU2581'LANDSCAPED LAVA MOUND ABOUT 15 YARDS NORTH OF THE HOTELS WEST
 TU2581'WING.
 TU2581'
 TU2581'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO SOUTH ON
 TU2581'STATE HWY 19 FOR 0.1 MILE TO T-INTERSECTION.  TURN LEFT AND
 TU2581'FOLLOW HIGHWAY SOUTHEAST THROUGH KAILUA AND ALONG THE COAST FOR
 TU2581'6.3 MILES TO KEAUHOU BAY.  CONTINUE AHEAD FOR 0.2 MILES TO THE
 TU2581'KONA SURF HOTEL ENTRANCE ON THE RIGHT.  TURN RIGHT AND TRAVEL 0.3
 TU2581'MILES TO THE HOTEL MAIN ENTRANCE.  ACCESS TO THE STATION IS
 TU2581'THROUGH THE HOTEL LOBBY TO THE WESTERN END OF THE HOTELS WEST
 TU2581'WING AND NORTHEAST ALONG THE ASPHALT PATH ABOUT 100 FEET TO
 TU2581'THE STATION.
 TU2581'
 TU2581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2581'6 MILES SSE OF KAILUA KONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1855 ***********************************************************************
 TU1855  DESIGNATION -  POINT 1926
 TU1855  PID         -  TU1855
 TU1855  STATE/COUNTY-  HI/KAUAI
 TU1855  USGS QUAD   -  HANAPEPE (1996)
 TU1855
 TU1855                         *CURRENT SURVEY CONTROL
 TU1855  ___________________________________________________________________
 TU1855* NAD 83(1993)-  21 57 45.63445(N)    159 39 48.71360(W)     ADJUSTED  
 TU1855* LOCAL TIDAL -        85.     (meters)     279.     (feet)  SCALED    
 TU1855  ___________________________________________________________________
 TU1855  EPOCH DATE  -        1993.62
 TU1855  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TU1855  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU1855
 TU1855  HORZ ORDER  -  THIRD
 TU1855
 TU1855.The horizontal coordinates were established by classical geodetic methods
 TU1855.and adjusted by the National Geodetic Survey in December 1998..
 TU1855.The horizontal coordinates are valid at the epoch date displayed above.
 TU1855.The epoch date for horizontal control is a decimal equivalence
 TU1855.of Year/Month/Day.
 TU1855
 TU1855.The orthometric height was scaled from a topographic map.
 TU1855
 TU1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1855
 TU1855.The geoid height was determined by GEOID03.
 TU1855
 TU1855;                    North         East     Units Scale Factor Converg.
 TU1855;SPC HI 4     -    14,330.869   483,109.117   MT  0.99999352   -0 03 40.2
 TU1855;UTM  04      - 2,428,844.120   431,490.694   MT  0.99965799   -0 14 53.4
 TU1855
 TU1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1855!SPC HI 4     -   0.99998408  x   0.99999352  =   0.99997760
 TU1855!UTM  04      -   0.99998408  x   0.99965799  =   0.99964208
 TU1855
 TU1855:                Primary Azimuth Mark                     Grid Az
 TU1855:SPC HI 4     -  DEAD SNAG                                120 34 55.8
 TU1855:UTM  04      -  DEAD SNAG                                120 46 09.0
 TU1855
 TU1855|---------------------------------------------------------------------|
 TU1855| PID    Reference Object                     Distance      Geod. Az  |
 TU1855|                                                           dddmmss.s |
 TU1855| TU1831 DEAD SNAG                           APPROX. 0.6 KM 1203115.6 |
 TU1855| TU1830 CLIFF                               APPROX. 0.7 KM 1294518.5 |
 TU1855| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 6.1 KM 1452340.3 |
 TU1855| TU1836 FORT                                APPROX. 1.2 KM 1863346.3 |
 TU1855| TU1839 EPISCOPAL CHURCH SPIRE              APPROX. 0.8 KM 2315348.5 |
 TU1855| TU1835 CANE                                107.406 METERS 27020     |
 TU1855|---------------------------------------------------------------------|
 TU1855
 TU1855                          SUPERSEDED SURVEY CONTROL
 TU1855
 TU1855  NAD 83(1986)-  21 57 45.59995(N)    159 39 48.73258(W) AD(       ) 3
 TU1855  OLD HI      -  21 57 56.57000(N)    159 39 58.90000(W) AD(       ) 3
 TU1855
 TU1855.Superseded values are not recommended for survey control.
 TU1855.NGS no longer adjusts projects to the OLD HI datum.
 TU1855.See file dsdata.txt to determine how the superseded data were derived.
 TU1855
 TU1855_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3149128844(NAD 83)
 TU1855
 TU1855  HISTORY     - Date     Condition        Report By
 TU1855  HISTORY     - 1926     MONUMENTED       CGS
 TU1855  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1855  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU1855  HISTORY     - 19970107 MARK NOT FOUND   USPSQD
 TU1855  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 TU1855
 TU1855                          STATION DESCRIPTION
 TU1855
 TU1855'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1855'A STATION OF THE HAWAIIAN TERRITORIAL SURVEY, ON THE EDGE OF
 TU1855'A BLUFF LINE OVERLOOKING WAIMEA VALLEY IN SOUTHWEST
 TU1855'KAUAI.  MARKED BY 3/4-INCH IRON PIPE ABOUT 2 FEET LONG SET IN
 TU1855'CEMENT.
 TU1855
 TU1855                          STATION RECOVERY (1965)
 TU1855
 TU1855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1855'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS PROVEN TO BE THE
 TU1855'CORRECT POINT BY TRAVERSE TO CANE 1926.  A COMPLETE DESCRIPTION
 TU1855'FOLLOWS--
 TU1855'
 TU1855'STATION IS LOCATED ABOUT 1/2-MILE NORTHEAST OF WAIMEA AND
 TU1855'1/4-MILE NORTHWEST OF THE WAIMEA RIVER, ON EDGE OF BLUFF AT ABOUT
 TU1855'278 FEET ELEVATION, AND IS ABOUT 75 YARDS SOUTHEAST, SLIGHTLY
 TU1855'DOWNSLOPE, FROM A HAIRPIN CURVE OF ROAD.
 TU1855'
 TU1855'TO REACH FROM THE FIRST NATIONAL BANK IN WAIMEA, GO WEST ON
 TU1855'STATE HIGHWAY 50 FOR 0.4 MILE.  TURN RIGHT AND FOLLOW ONAONA
 TU1855'ROAD, GOING UP WINDING ROAD, FOR 1.1 MILES TO A BARE PARKING
 TU1855'AREA ON RIGHT, AT END OF LAST HAIRPIN CURVE.  FROM HERE PACK
 TU1855'SOUTHWEST 20 YARDS TO FENCE LINE, PASS THROUGH AND CONTINUE
 TU1855'45 YARDS TO STATION.
 TU1855'
 TU1855'STATION IS MARKED BY A 3/4-INCH IRON PIPE WHICH PROJECTS 1
 TU1855'INCH FROM THE TOP OF A 10-INCH DIAMETER CONCRETE MONUMENT FLUSH
 TU1855'WITH GROUND AND WITH 1917 INSCRIBED IN THE CONCRETE.  IT IS
 TU1855'61.0 FEET EAST-SOUTHEAST OF A WOODEN, TV-ANTENNA POLE AND 20
 TU1855'FEET WEST OF THE END OF A NARROW ROCK POINT.
 TU1855
 TU1855                          STATION RECOVERY (1984)
 TU1855
 TU1855'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1855'LOST - HOUSES CONSTRUCTED AT APPROXIMATE LOCATION.  NO ANTENNA POLES
 TU1855'AT SITE.  ROAD CHANGES MAKE SEARCH DIFFICULT.  COULD NOT LOCATE.
 TU1855
 TU1855                          STATION RECOVERY (1997)
 TU1855
 TU1855'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1855'MARK NOT FOUND.
 TU1855
 TU1855                          STATION RECOVERY (1998)
 TU1855
 TU1855'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1858 ***********************************************************************
 TU1858  DESIGNATION -  POINT 2
 TU1858  PID         -  TU1858
 TU1858  STATE/COUNTY-  HI/KAUAI
 TU1858  USGS QUAD   -  KEKAHA (1983)
 TU1858
 TU1858                         *CURRENT SURVEY CONTROL
 TU1858  ___________________________________________________________________
 TU1858* NAD 83(1993)-  21 57 38.48195(N)    159 42 17.56484(W)     ADJUSTED  
 TU1858* LOCAL TIDAL -                                                        
 TU1858  ___________________________________________________________________
 TU1858  EPOCH DATE  -        1993.62
 TU1858  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 TU1858  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU1858
 TU1858  HORZ ORDER  -  THIRD
 TU1858
 TU1858.The horizontal coordinates were established by classical geodetic methods
 TU1858.and adjusted by the National Geodetic Survey in December 1998..
 TU1858.The horizontal coordinates are valid at the epoch date displayed above.
 TU1858.The epoch date for horizontal control is a decimal equivalence
 TU1858.of Year/Month/Day.
 TU1858
 TU1858
 TU1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1858
 TU1858.The geoid height was determined by GEOID03.
 TU1858
 TU1858;                    North         East     Units Scale Factor Converg.
 TU1858;SPC HI 4     -    14,116.007   478,838.095   MT  0.99999553   -0 04 35.8
 TU1858;UTM  04      - 2,428,643.265   427,220.415   MT  0.99966545   -0 15 49.0
 TU1858
 TU1858                          SUPERSEDED SURVEY CONTROL
 TU1858
 TU1858  NAD 83(1986)-  21 57 38.44591(N)    159 42 17.58486(W) AD(       ) 4
 TU1858  OLD HI      -  21 57 49.69000(N)    159 42 27.53000(W) AD(       ) 3
 TU1858
 TU1858.Superseded values are not recommended for survey control.
 TU1858.NGS no longer adjusts projects to the OLD HI datum.
 TU1858.See file dsdata.txt to determine how the superseded data were derived.
 TU1858
 TU1858_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2722028643(NAD 83)
 TU1858
 TU1858  HISTORY     - Date     Condition        Report By
 TU1858  HISTORY     - 1910     MONUMENTED       CGS
 TU1858  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1858
 TU1858                          STATION DESCRIPTION
 TU1858
 TU1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1858'ON SOUTHWEST COAST OF KAUAI, ON A LOW FLAT POINT 3/4 MILE
 TU1858'SOUTHEAST FROM KEKAHA MILL, AND CLOSE TO HIGH-WATER
 TU1858'MARK.  MARKED BY STAKE.
 TU1858
 TU1858                          STATION RECOVERY (1965)
 TU1858
 TU1858'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1858'STATION IS GONE.  IT WAS ONLY MARKED BY A STAKE, NEAR THE
 TU1858'LOCATION OF OOMANO 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1856 ***********************************************************************
 TU1856  DESIGNATION -  POINT 3 1962
 TU1856  PID         -  TU1856
 TU1856  STATE/COUNTY-  HI/KAUAI
 TU1856  USGS QUAD   -  HANAPEPE (1996)
 TU1856
 TU1856                         *CURRENT SURVEY CONTROL
 TU1856  ___________________________________________________________________
 TU1856* NAD 83(1993)-  21 57 45.37749(N)    159 39 48.92697(W)     ADJUSTED  
 TU1856* LOCAL TIDAL -        85.0    (meters)     279.     (feet)  VERT ANG  
 TU1856  ___________________________________________________________________
 TU1856  EPOCH DATE  -        1993.62
 TU1856  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 TU1856  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU1856
 TU1856  HORZ ORDER  -  THIRD
 TU1856
 TU1856.The horizontal coordinates were established by classical geodetic methods
 TU1856.and adjusted by the National Geodetic Survey in December 1998..
 TU1856.The horizontal coordinates are valid at the epoch date displayed above.
 TU1856.The epoch date for horizontal control is a decimal equivalence
 TU1856.of Year/Month/Day.
 TU1856
 TU1856.The orthometric height was determined by vertical angle observations.
 TU1856
 TU1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1856
 TU1856.The geoid height was determined by GEOID03.
 TU1856
 TU1856;                    North         East     Units Scale Factor Converg.
 TU1856;SPC HI 4     -    14,322.972   483,102.987   MT  0.99999353   -0 03 40.3
 TU1856;UTM  04      - 2,428,836.245   431,484.540   MT  0.99965800   -0 14 53.5
 TU1856
 TU1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1856!SPC HI 4     -   0.99998408  x   0.99999353  =   0.99997761
 TU1856!UTM  04      -   0.99998408  x   0.99965800  =   0.99964209
 TU1856
 TU1856:                Primary Azimuth Mark                     Grid Az
 TU1856:SPC HI 4     -  LANI RESET=1023                          100 06 53.0
 TU1856:UTM  04      -  LANI RESET=1023                          100 18 06.2
 TU1856
 TU1856|---------------------------------------------------------------------|
 TU1856| PID    Reference Object                     Distance      Geod. Az  |
 TU1856|                                                           dddmmss.s |
 TU1856| TU1810 LANI RESET=1023                     APPROX. 8.1 KM 1000312.7 |
 TU1856| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 6.1 KM 1451818.4 |
 TU1856|---------------------------------------------------------------------|
 TU1856
 TU1856                          SUPERSEDED SURVEY CONTROL
 TU1856
 TU1856  NAD 83(1986)-  21 57 45.34264(N)    159 39 48.95020(W) AD(       ) 3
 TU1856  OLD HI      -  21 57 56.61300(N)    159 39 58.98700(W) AD(       ) 3
 TU1856
 TU1856.Superseded values are not recommended for survey control.
 TU1856.NGS no longer adjusts projects to the OLD HI datum.
 TU1856.See file dsdata.txt to determine how the superseded data were derived.
 TU1856
 TU1856_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3148528836(NAD 83)
 TU1856
 TU1856  HISTORY     - Date     Condition        Report By
 TU1856  HISTORY     - 1962     MONUMENTED       USGS
 TU1856
 TU1856                          STATION DESCRIPTION
 TU1856
 TU1856'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 TU1856'STATION IS ON A BLUFF, NEAR THE S COAST OF KAUAI.  IT IS ABOUT
 TU1856'1 MI. N OF WAIMEA VILLAGE AND ABOUT 0.5 MI. W OF THE WAIMEA RIVER.
 TU1856'
 TU1856'THE STATION MARK IS A 3/4 IN. IRON PIPE SET IN CONCRETE
 TU1856'PROJECTING ABOUT 0.05 FT. ABOVE GROUND.  THE DATE 1917 IS INSCRIBED
 TU1856'IN THE CONCRETE.
 TU1856'
 TU1856'NO REFERENCE MARKS WERE SET.
 TU1856'
 TU1856'NOTE--THIS STATION IS PROBABLY POINT 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1764 ***********************************************************************
 TU1764  DESIGNATION -  POIPU LORAN TRANSM STA MAST
 TU1764  PID         -  TU1764
 TU1764  STATE/COUNTY-  HI/KAUAI
 TU1764  USGS QUAD   -  KOLOA (1996)
 TU1764
 TU1764                         *CURRENT SURVEY CONTROL
 TU1764  ___________________________________________________________________
 TU1764* NAD 83(1993)-  21 52 09.28209(N)    159 26 37.92958(W)     ADJUSTED  
 TU1764* LOCAL TIDAL -                                                        
 TU1764  ___________________________________________________________________
 TU1764  EPOCH DATE  -        1993.62
 TU1764  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 TU1764  GEOID HEIGHT-          14.82  (meters)                     GEOID03
 TU1764
 TU1764  HORZ ORDER  -  THIRD
 TU1764
 TU1764.The horizontal coordinates were established by classical geodetic methods
 TU1764.and adjusted by the National Geodetic Survey in December 1998..
 TU1764.The horizontal coordinates are valid at the epoch date displayed above.
 TU1764.The epoch date for horizontal control is a decimal equivalence
 TU1764.of Year/Month/Day.
 TU1764
 TU1764
 TU1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1764
 TU1764.The geoid height was determined by GEOID03.
 TU1764
 TU1764;                    North         East     Units Scale Factor Converg.
 TU1764;SPC HI 4     -     3,977.458   505,801.415   MT  0.99999042   +0 01 15.3
 TU1764;UTM  04      - 2,418,420.498   454,141.217   MT  0.99962598   -0 09 55.2
 TU1764
 TU1764                          SUPERSEDED SURVEY CONTROL
 TU1764
 TU1764  NAD 83(1986)-  21 52 09.26652(N)    159 26 37.96386(W) AD(       ) 4
 TU1764  OLD HI      -  21 52 20.56000(N)    159 26 48.01400(W) AD(       ) 3
 TU1764
 TU1764.Superseded values are not recommended for survey control.
 TU1764.NGS no longer adjusts projects to the OLD HI datum.
 TU1764.See file dsdata.txt to determine how the superseded data were derived.
 TU1764
 TU1764_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5414118420(NAD 83)
 TU1764_MARKER: 28 = LORAN MAST
 TU1764
 TU1764  HISTORY     - Date     Condition        Report By
 TU1764  HISTORY     - 1962     FIRST OBSERVED   CGS
 TU1764  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1764
 TU1764                          STATION DESCRIPTION
 TU1764
 TU1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1764'THE MAST IS EAST OF POIPU AND 3 MILES SOUTH SOUTHEAST OF KOLOA IN
 TU1764'THE SOUTHERN PART OF KAUAI.  IT IS A U.S. COAST GUARD
 TU1764'INSTALLATION.  THE MAST IS 280 FEET HIGH, 3 LEGGED WITH A POINT
 TU1764'SUPPORT AT THE BASE AND GUYED WITH 1 SET OF 3 GUY WIRES.  IT IS
 TU1764'PAINTED RED AND WHITE AND HAS RED CLEARANCE LIGHTS.
 TU1764'
 TU1764'THE POINT OBSERVED WAS THE TOP CENTER OF THE MAST.
 TU1764
 TU1764                          STATION RECOVERY (1983)
 TU1764
 TU1764'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1764'STATION DESTROYED ANTENNA MAST HAS BEEN REMOVED AND STATION
 TU1764'VACATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1738 ***********************************************************************
 TU1738  DESIGNATION -  POKAI
 TU1738  PID         -  TU1738
 TU1738  STATE/COUNTY-  HI/HONOLULU
 TU1738  USGS QUAD   -  WAIANAE (1983)
 TU1738
 TU1738                         *CURRENT SURVEY CONTROL
 TU1738  ___________________________________________________________________
 TU1738* NAD 83(1993)-  21 26 27.00927(N)    158 11 21.53092(W)     ADJUSTED  
 TU1738* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1738  ___________________________________________________________________
 TU1738  EPOCH DATE  -        1993.62
 TU1738  LAPLACE CORR-           8.73  (seconds)                    DEFLEC99
 TU1738  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU1738
 TU1738  HORZ ORDER  -  THIRD
 TU1738
 TU1738.The horizontal coordinates were established by classical geodetic methods
 TU1738.and adjusted by the National Geodetic Survey in December 1998..
 TU1738.The horizontal coordinates are valid at the epoch date displayed above.
 TU1738.The epoch date for horizontal control is a decimal equivalence
 TU1738.of Year/Month/Day.
 TU1738
 TU1738.The orthometric height was scaled from a topographic map.
 TU1738
 TU1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1738
 TU1738.The geoid height was determined by GEOID03.
 TU1738
 TU1738;                    North         East     Units Scale Factor Converg.
 TU1738;SPC HI 3     -    30,367.840   480,375.476   MT  0.99999476   -0 04 09.1
 TU1738;UTM  04      - 2,371,154.678   584,005.817   MT  0.99968720   +0 17 46.9
 TU1738
 TU1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1738!SPC HI 3     -   0.99999712  x   0.99999476  =   0.99999188
 TU1738!UTM  04      -   0.99999712  x   0.99968720  =   0.99968432
 TU1738
 TU1738|---------------------------------------------------------------------|
 TU1738| PID    Reference Object                     Distance      Geod. Az  |
 TU1738|                                                           dddmmss.s |
 TU1738| TU1737 FARRINGTON LUALUALEI HOMESTEAD      279.996 METERS 07207     |
 TU1738| TU1708 PUU O HULU MAKAI RESET              APPROX. 4.9 KM 1553001.3 |
 TU1738| TU0605 8 4                                 145.623 METERS 26952     |
 TU1738|---------------------------------------------------------------------|
 TU1738
 TU1738                          SUPERSEDED SURVEY CONTROL
 TU1738
 TU1738  NAD 83(1986)-  21 26 26.95720(N)    158 11 21.54364(W) AD(       ) 3
 TU1738  OLD HI      -  21 26 38.34959(N)    158 11 31.43897(W) AD(       ) 3
 TU1738
 TU1738.Superseded values are not recommended for survey control.
 TU1738.NGS no longer adjusts projects to the OLD HI datum.
 TU1738.See file dsdata.txt to determine how the superseded data were derived.
 TU1738
 TU1738_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8400671155(NAD 83)
 TU1738_MARKER: Z = SEE DESCRIPTION
 TU1738_SETTING: 0 = UNSPECIFIED SETTING
 TU1738
 TU1738  HISTORY     - Date     Condition        Report By
 TU1738  HISTORY     - 1970     MONUMENTED       HIDT
 TU1738  HISTORY     - 1984     GOOD             USPSQD
 TU1738
 TU1738                          STATION DESCRIPTION
 TU1738
 TU1738'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1738'TO REACH STATION FROM THE POST OFFICE AT WAIANAE, PROCEED 0.1 MILE
 TU1738'NORTHWEST ALONG HIGHWAY 90 TO THE INTERSECTION AT LUALUALEI
 TU1738'HOMESTEAD ROAD, THEN TURN LEFT AND HEAD 0.1 MILE SOUTHWEST ALONG
 TU1738'LUALUALEI HOMESTEAD ROAD TO THE INTERSECTION AT POKAI BAY STREET,
 TU1738'CONTINUE ACROSS POKAI BAY ST., 200 FT. IN A SOUTHWESTERLY
 TU1738'DIRECTION ON THE SOUTHERLY SIDE OF POKAI BAY PARK ROADWAY TO
 TU1738'STATION.
 TU1738'
 TU1738'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED POKAI 1970
 TU1738'SET ON TOP OF A CONCRETE CURB IN POKAI BAY PARK.  TIES TO STATION
 TU1738'ARE--E 78.3 FT. FROM A LAMP POST, SE 93.9 FT. FROM ANOTHER LAMP
 TU1738'POST, S 29.0 FT. FROM A BOAT TRAILER ONLY PARKING SIGN ON A
 TU1738'MEDIAL STRIP, AND SW 60.1 FT. FROM THE P.C. POINT OF A CONCRETE
 TU1738'CURB.
 TU1738
 TU1738                          STATION RECOVERY (1984)
 TU1738
 TU1738'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU1738'POKAI 1970 IS IN GOOD CONDITION.  SURFACE SLIGHTLY SCRATCHED BUT
 TU1738'READABLE.  SKETCH FOR LOCATION IS EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1997 ***********************************************************************
 TU1997  DESIGNATION -  POLIHALE
 TU1997  PID         -  TU1997
 TU1997  STATE/COUNTY-  HI/KAUAI
 TU1997  USGS QUAD   -  MAKAHA POINT (1983)
 TU1997
 TU1997                         *CURRENT SURVEY CONTROL
 TU1997  ___________________________________________________________________
 TU1997* NAD 83(1993)-  22 05 51.81969(N)    159 43 45.90685(W)     ADJUSTED  
 TU1997* LOCAL TIDAL -       518.     (meters)    1699.     (feet)  SCALED    
 TU1997  ___________________________________________________________________
 TU1997  EPOCH DATE  -        1993.62
 TU1997  LAPLACE CORR-           9.27  (seconds)                    DEFLEC99
 TU1997  GEOID HEIGHT-          16.39  (meters)                     GEOID03
 TU1997
 TU1997  HORZ ORDER  -  SECOND
 TU1997
 TU1997.The horizontal coordinates were established by classical geodetic methods
 TU1997.and adjusted by the National Geodetic Survey in December 1998..
 TU1997.The horizontal coordinates are valid at the epoch date displayed above.
 TU1997.The epoch date for horizontal control is a decimal equivalence
 TU1997.of Year/Month/Day.
 TU1997
 TU1997.The orthometric height was scaled from a topographic map.
 TU1997
 TU1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1997
 TU1997.The geoid height was determined by GEOID03.
 TU1997
 TU1997;                    North         East     Units Scale Factor Converg.
 TU1997;SPC HI 4     -    29,293.874   476,326.203   MT  0.99999692   -0 05 10.7
 TU1997;UTM  04      - 2,443,824.284   424,759.028   MT  0.99966995   -0 16 27.9
 TU1997
 TU1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1997!SPC HI 4     -   0.99991602  x   0.99999692  =   0.99991294
 TU1997!UTM  04      -   0.99991602  x   0.99966995  =   0.99958600
 TU1997
 TU1997|---------------------------------------------------------------------|
 TU1997| PID    Reference Object                     Distance      Geod. Az  |
 TU1997|                                                           dddmmss.s |
 TU1997| CJ8954 POLIHALE RM 2                                      08814     |
 TU1997| CJ8953 POLIHALE RM 1                                      35742     |
 TU1997|---------------------------------------------------------------------|
 TU1997
 TU1997                          SUPERSEDED SURVEY CONTROL
 TU1997
 TU1997  NAD 83(1986)-  22 05 51.78529(N)    159 43 45.93203(W) AD(       ) 2
 TU1997  OLD HI      -  22 06 03.07800(N)    159 43 55.98850(W) AD(       ) 2
 TU1997
 TU1997.Superseded values are not recommended for survey control.
 TU1997.NGS no longer adjusts projects to the OLD HI datum.
 TU1997.See file dsdata.txt to determine how the superseded data were derived.
 TU1997
 TU1997_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2475943824(NAD 83)
 TU1997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1997_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1997
 TU1997  HISTORY     - Date     Condition        Report By
 TU1997  HISTORY     - 1966     MONUMENTED       CGS
 TU1997  HISTORY     - 19910624 MARK NOT FOUND   USPSQD
 TU1997
 TU1997                          STATION DESCRIPTION
 TU1997
 TU1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU1997'THE STATION IS LOCATED ON POLIHALE RIDGE, IN THE PUU KA PELE
 TU1997'FOREST PRESERVE, ABOUT 9 MILES NORTH OF KEKAHA, 6 MILES NORTHEAST
 TU1997'OF BONHAM AUXILIARY LANDING FIELD AND 4 MILES WEST OF HAWAII
 TU1997'STATE HIGHWAY 55.
 TU1997'
 TU1997'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50 AND
 TU1997'55 AT KEKAHA, GO NORTHERLY ON STATE HIGHWAY 55 FOR 14.8 MILES TO
 TU1997'A DIRT ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY, DOWNHILL,
 TU1997'PASSING A PICNIC SHELTER ON THE LEFT, FOR 0.1 MILE TO A THREE-WAY
 TU1997'FORK.  TAKE THE EXTREME LEFT FORK, AS PER SIGN, TRAIL NO. 4 AND
 TU1997'GO SOUTH FOR 0.1 MILE TO A FORK AND A HOUSE ON THE RIGHT.  TAKE
 TU1997'THE RIGHT FORK AND CONTINUE SOUTH, PARALLEL TO FENCE, FOR 0.1
 TU1997'MILE TO A LOCKED GATE AND SIGN, GAME MANAGEMENT AREA.  PASS
 TU1997'THROUGH THE LOCKED GATE AND GO WESTERLY, DOWNHILL, ALONG A BLADED
 TU1997'ROAD FOR 4.0 MILES TO THE STATION ON THE RIGHT.
 TU1997'
 TU1997'THE KEY TO THE LOCKED GATE MAY BE OBTAINED FROM THE STATE
 TU1997'DIVISION OF FORESTRY IN LIHUE.
 TU1997'
 TU1997'THE STATION MARK IS A STANDARD DISK, STAMPED POLIHALE 1966, SET
 TU1997'IN THE TOP OF AN 11-INCH DIAMETER CONCRETE POST THAT PROJECTS 5
 TU1997'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 78 FEET NORTH OF
 TU1997'THE CENTER OF THE BLADED ROAD AND 11 FEET WEST-SOUTHWEST OF A
 TU1997'WOODEN WITNESS POST AND SIGN.
 TU1997'
 TU1997'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED POLIHALE NO 1
 TU1997'1966, SET IN THE TOP OF A 15-INCH DIAMETER CONCRETE POST THAT IS
 TU1997'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 101 FEET NORTH OF
 TU1997'THE CENTER OF THE BLADED ROAD AND 23 FEET NORTHWEST OF A WOODEN
 TU1997'WITNESS POST AND SIGN.
 TU1997'
 TU1997'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED POLIHALE NO 2
 TU1997'1966, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT
 TU1997'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 68-1/2
 TU1997'FEET NORTH OF THE CENTER OF THE BLADED ROAD AND 15 FEET EAST OF A
 TU1997'WOODEN WITNESS POST AND SIGN.
 TU1997
 TU1997                          STATION RECOVERY (1991)
 TU1997
 TU1997'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3259 ***********************************************************************
 TU3259  DESIGNATION -  POLIHUA
 TU3259  PID         -  TU3259
 TU3259  STATE/COUNTY-  HI/MAUI
 TU3259  USGS QUAD   -  
 TU3259
 TU3259                         *CURRENT SURVEY CONTROL
 TU3259  ___________________________________________________________________
 TU3259* NAD 83(1993)-  20 55 06.37896(N)    157 02 23.68580(W)     ADJUSTED  
 TU3259* LOCAL TIDAL -        13.2    (meters)      43.     (feet)  VERT ANG  
 TU3259  ___________________________________________________________________
 TU3259  EPOCH DATE  -        1993.62
 TU3259  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 TU3259  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU3259
 TU3259  HORZ ORDER  -  SECOND
 TU3259
 TU3259.The horizontal coordinates were established by classical geodetic methods
 TU3259.and adjusted by the National Geodetic Survey in December 1998..
 TU3259.The horizontal coordinates are valid at the epoch date displayed above.
 TU3259.The epoch date for horizontal control is a decimal equivalence
 TU3259.of Year/Month/Day.
 TU3259
 TU3259.The orthometric height was determined by vertical angle observations.
 TU3259
 TU3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3259
 TU3259.The geoid height was determined by GEOID03.
 TU3259
 TU3259;                    North         East     Units Scale Factor Converg.
 TU3259;SPC HI 2     -    64,821.290   461,173.504   MT  0.99998529   -0 07 59.8
 TU3259;UTM  04      - 2,314,366.335   703,849.831   MT  1.00011356   +0 42 00.2
 TU3259
 TU3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3259!SPC HI 2     -   0.99999546  x   0.99998529  =   0.99998075
 TU3259!UTM  04      -   0.99999546  x   1.00011356  =   1.00010902
 TU3259
 TU3259|---------------------------------------------------------------------|
 TU3259| PID    Reference Object                     Distance      Geod. Az  |
 TU3259|                                                           dddmmss.s |
 TU3259| CN6021 POLIHUA RM 2                          7.063 METERS 09949     |
 TU3259| TU3258 KAALA                               APPROX. 2.6 KM 1325451.7 |
 TU3259| CN6020 POLIHUA RM 1                          5.929 METERS 35626     |
 TU3259|---------------------------------------------------------------------|
 TU3259
 TU3259                          SUPERSEDED SURVEY CONTROL
 TU3259
 TU3259  NAD 83(1986)-  20 55 06.33633(N)    157 02 23.64712(W) AD(       ) 2
 TU3259  OLD HI      -  20 55 17.78400(N)    157 02 33.68600(W) AD(       ) 2
 TU3259
 TU3259.Superseded values are not recommended for survey control.
 TU3259.NGS no longer adjusts projects to the OLD HI datum.
 TU3259.See file dsdata.txt to determine how the superseded data were derived.
 TU3259
 TU3259_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0385014366(NAD 83)
 TU3259_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3259_SETTING: 66 = SET IN ROCK OUTCROP
 TU3259
 TU3259  HISTORY     - Date     Condition        Report By
 TU3259  HISTORY     - 1962     MONUMENTED       CGS
 TU3259
 TU3259                          STATION DESCRIPTION
 TU3259
 TU3259'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3259'STATION IS LOCATED ABOUT 10 MILES AIRLINE NORTHWEST OF LANAI CITY,
 TU3259'ON THE NORTHWEST TIP OF LANAI ISLAND, AT THE WEST END OF POLIHUA
 TU3259'BEACH, A LARGE, SANDY BEACH.  IT IS ON A ROCKY RIDGE THAT RUNS UP
 TU3259'TO THE SOUTHEAST FROM A BLACK ROCKY POINT THAT IS THE ONLY ONE IN
 TU3259'THE VICINITY, AND IS ON THE SOUTHWEST SIDE OF THE MOUTH OF A DEEP
 TU3259'RAVINE THAT HAS A POOL OF WATER IN IT, AND A DENSE GROWTH OF
 TU3259'VEGETATION AT THE SOUTHWEST SIDE OF THE POOL.
 TU3259'
 TU3259'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST
 TU3259'ON LANAI AVENUE FOR 0.05 MILE.  TURN LEFT AND GO SOUTHWEST FOR 0.15
 TU3259'MILE TO CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON FRAZIER STREET
 TU3259'FOR 0.5 MILE TO END OF PAVED RAD.  CONTINUE AHEAD ON WIDE, GRADED
 TU3259'ROAD, WHICH BEARS LEFT, FOR 0.8 MILE TO CROSSROAD.  TURN RIGHT
 TU3259'AND GO NORTHWESTERLY ON MAIN ROAD THROUGH PINEAPPLE FIELDS FOR
 TU3259'2.7 MILES TO END OF FIELDS.  CONTINUE AHEAD ON TRACK ROAD FOR
 TU3259'0.95 MILE TO FORK.  TAKE RIGHT FORK, FOLLOWING ROAD BETWEEN TWO
 TU3259'ROWS OF IRONWOOD TREES FOR 0.75 MILE TO FORK JUST AFTER
 TU3259'PASSING THROUGH TREE ROW AT RIGHT ANGLES TO ROAD.  TAKE LEFT
 TU3259'FORK AND GO 2.5 MILES TO DIM LEFT FORK.  KEEP AHEAD ON RIGHT FORK
 TU3259'FOR 3.6 MILES TO A SIDE ROAD SHARP RIGHT JUST AFTER END OF VERY
 TU3259'ROCKY ROAD.  KEEP AHEAD ON SANDY ROAD, BEARING LEFT ALONG BEACH,
 TU3259'FOR 0.2 MILE TO END OF TRUCK TRAVEL 50 YARDS BEFORE REACHING THE
 TU3259'RAVINE.  WALK WESTERLY ALONG BEACH ABOUT 80 YARDS TO BLACK
 TU3259'ROCKY POINT, THEN GO LEFT UP ALONG RIDGE ABOUT 100 YARDS TO
 TU3259'STATION.
 TU3259'
 TU3259'STATION MARK IS A STANDARD DISK STAMPED POLIHUA 1962, CEMENTED IN
 TU3259'A DRILL HOLE IN A 4-FOOT-SQUARE, BEDROCK LEDGE THAT PROJECTS 1
 TU3259'FOOT ABOVE GROUND ON ITS EAST SIDE.  IT IS 7.8 FEET NORTHEAST OF
 TU3259'A WHITE WITNESS POST, 20 FEET NORTHEAST OF CREST OF RIDGE, 3 FEET
 TU3259'LOWER THAN CREST OF RIDGE, 15 YARDS SOUTHWEST OF CLIFF EDGE, AND
 TU3259'ABOUT 50 FEET ABOVE SEA LEVEL.
 TU3259'
 TU3259'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POLIHUA NO 1
 TU3259'1962, CEMENTED IN A DRILL HOLE IN A 4 X 4-FOOT BOULDER THAT
 TU3259'PROJECTS ABOUT 14 INCHES ABOVE GROUND.  IT IS 12 YARDS
 TU3259'WEST-SOUTHWEST OF THE CLIFF EDGE AND ABOUT 4 FEET LOWER THAN THE
 TU3259'STATION.
 TU3259'
 TU3259'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POLIHUA NO 2
 TU3259'1962, CEMENTED IN A DRILL HOLE IN A 2-FOOT-SQUARE BEDROCK OUTCROP
 TU3259'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS 10 YARDS WEST-SOUTHWEST
 TU3259'OF THE CLIFF EDGE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 TU3259'
 TU3259'STATION KAALA WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2867 ***********************************************************************
 TU2867  DESIGNATION -  POLIPOLI 1879
 TU2867  PID         -  TU2867
 TU2867  STATE/COUNTY-  HI/MAUI
 TU2867  USGS QUAD   -  MAKENA (1995)
 TU2867
 TU2867                         *CURRENT SURVEY CONTROL
 TU2867  ___________________________________________________________________
 TU2867* NAD 83(1993)-  20 40 16.50294(N)    156 20 04.60273(W)     ADJUSTED  
 TU2867* LOCAL TIDAL -      1972.6    (meters)    6472.     (feet)  VERT ANG  
 TU2867  ___________________________________________________________________
 TU2867  EPOCH DATE  -        1993.62
 TU2867  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 TU2867  GEOID HEIGHT-          17.43  (meters)                     GEOID03
 TU2867
 TU2867  HORZ ORDER  -  THIRD
 TU2867
 TU2867.The horizontal coordinates were established by classical geodetic methods
 TU2867.and adjusted by the National Geodetic Survey in December 1998..
 TU2867.The horizontal coordinates are valid at the epoch date displayed above.
 TU2867.The epoch date for horizontal control is a decimal equivalence
 TU2867.of Year/Month/Day.
 TU2867
 TU2867.The orthometric height was determined by vertical angle observations.
 TU2867
 TU2867.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2867
 TU2867.The geoid height was determined by GEOID03.
 TU2867
 TU2867;                    North         East     Units Scale Factor Converg.
 TU2867;SPC HI 2     -    37,445.200   534,597.892   MT  0.99998145   +0 07 02.0
 TU2867;UTM  04      - 2,288,045.974   777,688.347   MT  1.00055309   +0 56 29.4
 TU2867
 TU2867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2867!SPC HI 2     -   0.99968730  x   0.99998145  =   0.99966876
 TU2867!UTM  04      -   0.99968730  x   1.00055309  =   1.00024022
 TU2867
 TU2867:                Primary Azimuth Mark                     Grid Az
 TU2867:SPC HI 2     -  MAHOE RESET                              229 56 18.8
 TU2867:UTM  04      -  MAHOE RESET                              229 06 51.4
 TU2867
 TU2867|---------------------------------------------------------------------|
 TU2867| PID    Reference Object                     Distance      Geod. Az  |
 TU2867|                                                           dddmmss.s |
 TU2867| TU2942 MAHOE RESET                         APPROX. 6.8 KM 2300320.8 |
 TU2867|---------------------------------------------------------------------|
 TU2867
 TU2867                          SUPERSEDED SURVEY CONTROL
 TU2867
 TU2867  NAD 83(1986)-  20 40 16.47446(N)    156 20 04.59663(W) AD(       ) 3
 TU2867  OLD HI      -  20 40 27.96200(N)    156 20 14.72800(W) AD(       ) 3
 TU2867
 TU2867.Superseded values are not recommended for survey control.
 TU2867.NGS no longer adjusts projects to the OLD HI datum.
 TU2867.See file dsdata.txt to determine how the superseded data were derived.
 TU2867
 TU2867_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7768888046(NAD 83)
 TU2867
 TU2867  HISTORY     - Date     Condition        Report By
 TU2867  HISTORY     - 1879     MONUMENTED       CGS
 TU2867  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2867  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU2867
 TU2867                          STATION DESCRIPTION
 TU2867
 TU2867'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2867'OLD DESCRIPTION- IN HONUAULA DISTRICT, IN SOUTHERN MAUI, NEAR
 TU2867'THE SOUTH END OF A HILL OF THE SAME NAME.  THIS HILL FORMS PART
 TU2867'OF THE HIGH RIDGE WHICH RUNS SOUTHWEST FROM THE HIGHEST
 TU2867'POINT OF HALEAKALA TO ULUPALAKUA.  MARKED BY COPPER TRIANGLE
 TU2867'BURIED, WITH IRON PIN AND REDWOOD POST ABOVE IT. --- THE HILL IS
 TU2867'WOODED ON THE WEST SIDE AND IS COVERED WITH GRASS ON OTHER
 TU2867'SIDES.  FROM A DISTANCE IT APPEARS TO BE BARE YELLOW SAND.
 TU2867'
 TU2867'IN 1929 THE STATION WAS RECOVERED BY HAWAII TERRITORY SURVEY
 TU2867'AND MARK WAS REPLACED BY A TYPE B MONUMENT WHICH WAS ACCEPTED
 TU2867'AS CORRECT.  THE CENTER OF THE 2-1/2 INCH PIPE WAS USED AS
 TU2867'STATION.
 TU2867'
 TU2867'TO REACH FROM THE KULA SANITARIUM.  PACK EASTERLY UP STEEP
 TU2867'GRASSY SLOPE TO THE FOREST SERVICE CABIN AT OLD C.C.C. CAMP
 TU2867'THEN FOLLOW TRAIL SOUTHEASTERLY PAST POILPOLI SPRING TO TOP OF
 TU2867'HILL AND STATION.
 TU2867
 TU2867                          STATION RECOVERY (1969)
 TU2867
 TU2867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU2867'STATION WAS RECOVERED IN GOOD CONDITION, ALTHOUGH THE HEAVY GROWTH
 TU2867'OF LARGE TREES ON THE HILL BLOCKS MOST LINES.  STATION IS OPEN ONLY
 TU2867'TO SHORE D AND KANAHAU.
 TU2867'
 TU2867'LOCATED ABOUT 8 MILES NORTHEAST OF LA PEROUSE BAY AND 2 1/2 MILES
 TU2867'SOUTHEAST OF THE KULA SANATORIUM, ON A TIMBERED POINT OF 6472 FEET
 TU2867'ELEVATION, ALONG THE MAIN RIDGE RUNNING DOWN TO SOUTHWEST FROM THE
 TU2867'SUMMIT OF HALEAKALA MOUNTAIN, AND ABOUT 1/4 MILE SOUTH OF POLIPOLI
 TU2867'PARK.
 TU2867'
 TU2867'TO REACH STATION FROM THE POST OFFICE AT PUKALANI, GO SOUTHEAST ON
 TU2867'STATE HIGHWAY 37 FOR 0.35 MILE, TAKE LEFT FORK AND FOLLOW STATE
 TU2867'HIGHWAY 377 FOR 6.2 MILES TO JUNCTION WITH STATE HIGHWAY 378.  KEEP
 TU2867'AHEAD ON HIGHWAY 377 FOR 2.9 MILES TO MACADAM ROAD LEFT, AT SIGN
 TU2867'POLIPOLI PARK 10.5.  GO LEFT, UPGRADE, FOR 9.4 MILES TO PARK
 TU2867'JUNCTION, TAKE LEFT FORK AND GO 0.7 MILE TO HAIRPIN LEFT TURN AND END
 TU2867'OF TRUCK TRAVEL.  PACK WEST, DOWN ALONG OPEN RIDGE, ABOUT 1/3 MILE
 TU2867'TO STATION IN TIMBER.
 TU2867'
 TU2867'STATION IS MARKED WITH A TYPE B SIGNAL, WHICH HAS A 6-FOOT SQUARE,
 TU2867'CONCRETE PLATFORM FLUSH WITH GROUND, AND A TALL, RED AND WHITE METAL
 TU2867'TARGET EXTENDING FROM A 12 X 12 INCH CONCRETE PIER IN CENTER.
 TU2867'
 TU2867'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ISLAND - MAUI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1930 ***********************************************************************
 TU1930  DESIGNATION -  POLO
 TU1930  PID         -  TU1930
 TU1930  STATE/COUNTY-  HI/KAUAI
 TU1930  USGS QUAD   -  KAPAA (1996)
 TU1930
 TU1930                         *CURRENT SURVEY CONTROL
 TU1930  ___________________________________________________________________
 TU1930* NAD 83(1993)-  22 03 17.59548(N)    159 19 25.51336(W)     ADJUSTED  
 TU1930* LOCAL TIDAL -         4.0    (meters)      13.     (feet)  VERT ANG  
 TU1930  ___________________________________________________________________
 TU1930  EPOCH DATE  -        1993.62
 TU1930  LAPLACE CORR-         -14.63  (seconds)                    DEFLEC99
 TU1930  GEOID HEIGHT-          15.23  (meters)                     GEOID03
 TU1930
 TU1930  HORZ ORDER  -  THIRD
 TU1930
 TU1930.The horizontal coordinates were established by classical geodetic methods
 TU1930.and adjusted by the National Geodetic Survey in December 1998..
 TU1930.The horizontal coordinates are valid at the epoch date displayed above.
 TU1930.The epoch date for horizontal control is a decimal equivalence
 TU1930.of Year/Month/Day.
 TU1930
 TU1930.The orthometric height was determined by vertical angle observations.
 TU1930
 TU1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1930
 TU1930.The geoid height was determined by GEOID03.
 TU1930
 TU1930;                    North         East     Units Scale Factor Converg.
 TU1930;SPC HI 4     -    24,542.863   518,192.398   MT  0.99999409   +0 03 58.2
 TU1930;UTM  04      - 2,438,937.709   466,594.615   MT  0.99961379   -0 07 17.6
 TU1930
 TU1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1930!SPC HI 4     -   0.99999698  x   0.99999409  =   0.99999107
 TU1930!UTM  04      -   0.99999698  x   0.99961379  =   0.99961077
 TU1930
 TU1930|---------------------------------------------------------------------|
 TU1930| PID    Reference Object                     Distance      Geod. Az  |
 TU1930|                                                           dddmmss.s |
 TU1930| CJ8955 POLO RM 1                             9.535 METERS 07952     |
 TU1930| TU1931 WAIPOULI FLAGSTAFF                   44.653 METERS 29558     |
 TU1930| CJ8956 POLO RM 2                             5.698 METERS 32737     |
 TU1930|---------------------------------------------------------------------|
 TU1930
 TU1930                          SUPERSEDED SURVEY CONTROL
 TU1930
 TU1930  NAD 83(1986)-  22 03 17.56761(N)    159 19 25.56934(W) AD(       ) 3
 TU1930  OLD HI      -  22 03 28.91100(N)    159 19 35.63600(W) AD(       ) 3
 TU1930
 TU1930.Superseded values are not recommended for survey control.
 TU1930.NGS no longer adjusts projects to the OLD HI datum.
 TU1930.See file dsdata.txt to determine how the superseded data were derived.
 TU1930
 TU1930_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6659538938(NAD 83)
 TU1930_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1930_SETTING: 80 = SET IN A BOULDER
 TU1930_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1930+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 TU1930
 TU1930  HISTORY     - Date     Condition        Report By
 TU1930  HISTORY     - 1927     MONUMENTED       CGS
 TU1930  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1930  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1930  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU1930  HISTORY     - 1982     GOOD             USPSQD
 TU1930  HISTORY     - 1983     GOOD             USPSQD
 TU1930  HISTORY     - 1988     GOOD             USPSQD
 TU1930  HISTORY     - 19970108 GOOD             USPSQD
 TU1930  HISTORY     - 19970612 MARK NOT FOUND   USPSQD
 TU1930  HISTORY     - 19980811 GOOD             USPSQD
 TU1930  HISTORY     - 20041030 GOOD             USPSQD
 TU1930
 TU1930                          STATION DESCRIPTION
 TU1930
 TU1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1930'ON EAST COAST OF KAUAI, 1 MILE NORTHEAST OF WAILUA.  REACHED BY
 TU1930'GOING THROUGH THE BY-ROAD NORTH OF WAILUA RACE TRACK TO THE
 TU1930'STABLES.  THEN TURNING SOUTH INTO THE PASTURE.  STATION IS
 TU1930'LOCATED ON THE SHORE EDGE OF THE PASTURE SEVERAL METERS SOUTH OF
 TU1930'A FENCE SURROUNDING A PLOT OF TREES.  MARKED ACCORDING TO NOTE
 TU1930'4, STANDARD DISK IN BOWLDER.  REFERENCE MARK, NOTE 12C, A
 TU1930'STANDARD REFERENCE DISK IN BOWLDER, IS 9.550 METERS (31.33
 TU1930'FEET) FROM STATION IN AZIMUTH 259 DEG 53 MIN.  THE AZIMUTH OF
 TU1930'FLAGSTAFF AT THE RACE COURSE, DISTANT ABOUT 100 METERS, IS 115
 TU1930'DEG 59 MIN.
 TU1930
 TU1930                          STATION RECOVERY (1958)
 TU1930
 TU1930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1930'THE STATION AND R.M. WERE RECOVERED IN GOOD CONDITION.  MEASUREMENT
 TU1930'TO R.M. CHECKED.  A NEW DESCRIPTION FOLLOWS--
 TU1930'
 TU1930'THE STATION IS ON THE BEACH SIDE AND CLOSER TO THE N.E. CORNER
 TU1930'OF A PASTURE (FORMERLY A RACE TRACK).  ABOUT 500 FEET S.E. OF
 TU1930'TWO LARGE IRONWOOD TREES IN THE PASTURE.  381 FEET S.W. OF THE
 TU1930'NORTHERLY ONE OF TWO KAMANA TREES.  ABOUT 300 FEET S.S.W. OF A
 TU1930'GROVE OF 10 COCOANUT TREES.  IN A SMALL BREAK IN THE TREE LINE
 TU1930'AND IN LINE WITH THE BEACH ROW OF FOUR ROWS OF IRONWOOD
 TU1930'TREES.  78 FEET N.E. OF THE BEGINNING OF A ROW OF FLESHY LEAVED
 TU1930'BRUSH ALONG THE BEACH AND ABOUT 20 FEET N.W. OF AND 6 FEET
 TU1930'HIGHER THAN THE M.H.W. LINE.  AN OLD CIRCULAR, STONE, CONCRETE
 TU1930'OBSERVATION STATION HAS TOPPLED OVER ABOUT 5 FEET
 TU1930'TOWARDS THE BEACH FROM THE STATION.  THE STATION MARK IS SET
 TU1930'IN A SMALL BOULDER, FLUSH WITH THE GROUND, AND THE R.M. IS
 TU1930'SET IN A SMALL BOULDER, PROTRUDING ABOUT FOUR INCHES ABOVE
 TU1930'THE GROUND, N.E. OF THE STATION.
 TU1930'
 TU1930'TO REACH FROM THE P.O. IN LIHUE, GO 7.3 MILES N.E. ALONG THE
 TU1930'MAIN HIGHWAY TOWARDS WAILUA, TO THE CORNER OF A PASTURE AND A
 TU1930'COCOANUT GROVE ON RIGHT SIDE OF HIGHWAY, OR 1.2 MILES N.E.
 TU1930'FROM THE BRIDGE OVER THE WAILUA RIVER.  WALK ABOUT 0.2 MILE
 TU1930'S.E. ACROSS THE PASTURE TO THE STATION IN A SMALL BREAK IN A ROW
 TU1930'OF IRONWOOD TREES, NEAR THE BEACH LINE.
 TU1930
 TU1930                          STATION RECOVERY (1965)
 TU1930
 TU1930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1930'STATION WAS RECOVERED AND BOTH MARKS FOUND IN GOOD
 TU1930'CONDITION.  A NEW REFERENCE MARK, NUMBER TWO, WAS ESTABLISHED.  A
 TU1930'COMPLETE DESCRIPTION FOLLOWS--
 TU1930'
 TU1930'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF KAPAA AND
 TU1930'1 MILE NORTHEAST OF THE MOUTH OF THE WAILUA RIVER, ALONG COASTLINE
 TU1930'IN IRONWOOD TREES AT SOUTHEAST SIDE OF THE LARGE PASTURE THAT LIES
 TU1930'AT THE SOUTHWEST SIDE OF THE LARGE COCONUT GROVE AND WAS ONCE A
 TU1930'RACETRACK.
 TU1930'
 TU1930'TO REACH STATION FROM THE POST OFFICE IN KAPAA, GO SOUTH ON
 TU1930'STATE HIGHWAY 56 FOR 1.15 MILES TO WIRE GATE ON LEFT.  PASS
 TU1930'THROUGH GATE AND GO SOUTHEAST ACROSS PASTURE, ALONG LEFT SIDE
 TU1930'OF FENCE, FOR 0.2 MILE TO SHORELINE.  GO LEFT ALONG TREES FOR
 TU1930'0.15 MILE TO STATION ON RIGHT.
 TU1930'
 TU1930'STATION IS IN A 40-FOOT GAP IN TREE LINE AND AT TOP OF SLOPE
 TU1930'OF BEACH.  THE MARK IS A STANDARD DISK STAMPED POLO 1927, CEMENTED
 TU1930'IN A DRILL HOLE IN A ROCK 2 INCHES BENEATH SAND LEVEL.  IT IS 3
 TU1930'FEET SOUTHEAST OF THE BEACH ROW OF 4 ROWS OF TREES, 9 FEET
 TU1930'NORTHEAST OF THE TREE ON SOUTHWEST SIDE OF GAP, 5 FEET NORTHWEST
 TU1930'OF A 5-FOOT-DIAMETER CONCRETE PAD PROJECTING 6 INCHES, 66 FEET
 TU1930'NORTHEAST OF THE END OF A ROW OF LOW, GNARLED TREES RUNNING
 TU1930'BETWEEN IRONWOODS AND WATER, 255 FEET SOUTH OF THE SOUTH END
 TU1930'OF A CLUMP OF 10 PALM TREES, AND ABOUT 500 FEET SOUTHWEST OF
 TU1930'AN OLD CONCRETE BUILDING BY BEACH.
 TU1930'
 TU1930'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POLO R
 TU1930'1 1927, CEMENTED IN A DRILL HOLE IN THE TOP OF A 10-INCH BOULDER
 TU1930'PROJECTING 5 INCHES.  IT IS 5 FEET SOUTHEAST OF THE BEACH ROW OF
 TU1930'TREES AND THE TREE AT NORTHEAST SIDE OF GAP, AND 6 INCHES HIGHER
 TU1930'THAN STATION MARK.
 TU1930'
 TU1930'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POLO 1927
 TU1930'NO 2 1965, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU1930'PROJECTING 5 INCHES.  IT IS SET AMONG THE IRONWOOD TREES, 3 FEET
 TU1930'SEAWARD FROM THE INLAND ROW OF THE 4 ROWS OF TREES, AND AT SAME
 TU1930'ELEVATION AS STATION MARK.
 TU1930
 TU1930                          STATION RECOVERY (1971)
 TU1930
 TU1930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHF)
 TU1930'THE 1965 DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING--TO
 TU1930'REACH STATION FROM MOUTH OF THE WAILUA RIVER, GO NORTHEAST ALONG
 TU1930'STATE HIGHWAY 56 FOR 0.75 MILE AND TURN RIGHT INTO ENTRANCE TO
 TU1930'A COMPLEX OF SEVERAL HOTELS ALONG THE BEACH.  TURN LEFT ALONG THE
 TU1930'BEACH BOY HOTEL AND AFTER PASSING PARKING AREA CONTINUE ALONG
 TU1930'ON PRIVATE PAVED ROAD TO BREAK IN SEAWARD SIDE OF CURB, TURN
 TU1930'RIGHT INTO UNIMPROVED AREA AND FOLLOW TRACK ROAD EASTERLY ABOUT
 TU1930'0.3 MILE TO STATION ON UPPER SIDE OF BEACH SLOPE.
 TU1930'
 TU1930'A 4-FT. X 4-FT. CONCRETE PLATFORM, 4-INCHES THICK WAS CONSTRUCTED
 TU1930'AND ANCHORED INTO THE SAND WITH CONCRETE PIERS EXTENDING 2-1/2
 TU1930'FEET UNDER EACH CORNER OF THE PLATFORM.  THE STATION MARK IS
 TU1930'ACCESSIBLE THRU A 9-INCH X 10-INCH OPENING IN MIDDLE OF
 TU1930'PLATFORM.  THIS WORK TO PRESERVE THE STATION WAS DONE IN AUGUST
 TU1930'OF 1971.
 TU1930
 TU1930                          STATION RECOVERY (1982)
 TU1930
 TU1930'RECOVERY NOTE BY US POWER SQUADRON 1982 (EJS)
 TU1930'POLO 1927 NO 2 1965 RECOVERED GOOD REFERENCE MARK IN GOOD
 TU1930'CONDITION.
 TU1930
 TU1930                          STATION RECOVERY (1983)
 TU1930
 TU1930'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1930'POLO 1927 RECOVERED GOOD RECOVERED AS DESCRIBED BY EHF 1971 EXCEPT
 TU1930'(REF. NO 1 IS A VICTIM OF HURRICANE IWA. COULD NOT FOUND).
 TU1930'
 TU1930'POLO 1927 NO 2 1965 RECOVERED GOOD RECOVERED AS DESCRIBED BY EHF
 TU1930'1971.
 TU1930
 TU1930                          STATION RECOVERY (1988)
 TU1930
 TU1930'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1930'RECOVERED IN GOOD CONDITION.
 TU1930
 TU1930                          STATION RECOVERY (1997)
 TU1930
 TU1930'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1930'RECOVERED IN GOOD CONDITION.
 TU1930
 TU1930                          STATION RECOVERY (1997)
 TU1930
 TU1930'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1930'MARK NOT FOUND.
 TU1930
 TU1930                          STATION RECOVERY (1998)
 TU1930
 TU1930'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1930'RECOVERED IN GOOD CONDITION.
 TU1930
 TU1930                          STATION RECOVERY (2004)
 TU1930
 TU1930'RECOVERY NOTE BY US POWER SQUADRON 2004 (EBS)
 TU1930'POLO 1927 NO 2 1965 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH5815 ***********************************************************************
 DH5815  DESIGNATION -  POMAI 1
 DH5815  PID         -  DH5815
 DH5815  STATE/COUNTY-  HI/KAUAI
 DH5815  USGS QUAD   -  KEKAHA (1983)
 DH5815
 DH5815                         *CURRENT SURVEY CONTROL
 DH5815  ___________________________________________________________________
 DH5815* NAD 83(1993)-  22 00 11.38969(N)    159 45 39.25595(W)     ADJUSTED  
 DH5815* LOCAL TIDAL -         4.4    (meters)      14.     (feet)  GPS OBS   
 DH5815  ___________________________________________________________________
 DH5815  EPOCH DATE  -        1993.62
 DH5815  X           -  -5,551,080.404 (meters)                     COMP
 DH5815  Y           -  -2,046,701.505 (meters)                     COMP
 DH5815  Z           -   2,374,745.732 (meters)                     COMP
 DH5815  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 DH5815  ELLIP HEIGHT-          21.41  (meters)          (08/26/05) GPS OBS
 DH5815  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 DH5815
 DH5815  HORZ ORDER  -  B
 DH5815  ELLP ORDER  -  FOURTH    CLASS I
 DH5815
 DH5815.The horizontal coordinates were established by GPS observations
 DH5815.and adjusted by the National Geodetic Survey in August 2005..
 DH5815.The horizontal coordinates are valid at the epoch date displayed above.
 DH5815.The epoch date for horizontal control is a decimal equivalence
 DH5815.of Year/Month/Day.
 DH5815
 DH5815.The orthometric height was determined by GPS observations and a
 DH5815.high-resolution geoid model.
 DH5815
 DH5815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5815
 DH5815.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5815
 DH5815.The ellipsoidal height was determined by GPS observations
 DH5815.and is referenced to NAD 83.
 DH5815
 DH5815.The geoid height was determined by GEOID03.
 DH5815
 DH5815;                    North         East     Units Scale Factor Converg.
 DH5815;SPC HI 4     -    18,827.981   473,059.247   MT  0.99999896   -0 05 51.9
 DH5815;UTM  04      - 2,433,372.547   421,458.872   MT  0.99967622   -0 17 06.3
 DH5815
 DH5815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5815!SPC HI 4     -   0.99999664  x   0.99999896  =   0.99999560
 DH5815!UTM  04      -   0.99999664  x   0.99967622  =   0.99967286
 DH5815
 DH5815:                Primary Azimuth Mark                     Grid Az
 DH5815:SPC HI 4     -  POMAI 2                                  318 50 48.4
 DH5815:UTM  04      -  POMAI 2                                  319 02 02.8
 DH5815
 DH5815|---------------------------------------------------------------------|
 DH5815| PID    Reference Object                     Distance      Geod. Az  |
 DH5815|                                                           dddmmss.s |
 DH5815| DH5813 POMAI 2                             APPROX. 0.8 KM 3184456.5 |
 DH5815|---------------------------------------------------------------------|
 DH5815
 DH5815                          SUPERSEDED SURVEY CONTROL
 DH5815
 DH5815.No superseded survey control is available for this station.
 DH5815
 DH5815_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2145933373(NAD 83)
 DH5815_MARKER: DD = SURVEY DISK
 DH5815_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH5815_STAMPING: POMAI 1
 DH5815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5815+SATELLITE: SATELLITE OBSERVATIONS - July , 2003
 DH5815
 DH5815  HISTORY     - Date     Condition        Report By
 DH5815  HISTORY     - 200307   MONUMENTED       LOCSUR
 DH5815
 DH5815                          STATION DESCRIPTION
 DH5815
 DH5815'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (AG)
 DH5815'THE STATION IS LOCATED ABOUT 5.1 MILES FROM THE TOWN KOKEE ON THE
 DH5815'ISLAND OF KAUAI. ABOUT 9.2 MILES FROM THE POST OFFICE IN THE TOWN OF
 DH5815'MAKAWELI. ABOUT 12.8 MILES FORM THE HANAPEPE FIRE STATION AND ABOUT
 DH5815'26.9 MILES FROM THE LIHUE AIRPORT. THE STATION IS ON THE RIGHT-OF-WAY
 DH5815'OF THE STATE HIGHWAY.  TO REACH THE STATION FROM THE POST OFFICE IN
 DH5815'THE TOWN OF WAIMEA PROCEED NORTH ON HIGHWAY 50 FOR ABOUT 7.2 MILES.
 DH5815'THE STATION IS LOCATED ON THE RIGHT SIDE OF HIGHWAY 50.  THE STATION
 DH5815'LOCATED 11.5 FEET FROM MAG NAIL AND 10 FEET FROM UTILITY POLE 1560.
 DH5815'THE STATION IS BRASS DISK SET IN CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH5813 ***********************************************************************
 DH5813  DESIGNATION -  POMAI 2
 DH5813  PID         -  DH5813
 DH5813  STATE/COUNTY-  HI/KAUAI
 DH5813  USGS QUAD   -  KEKAHA (1983)
 DH5813
 DH5813                         *CURRENT SURVEY CONTROL
 DH5813  ___________________________________________________________________
 DH5813* NAD 83(1993)-  22 00 30.29332(N)    159 45 57.03487(W)     ADJUSTED  
 DH5813* LOCAL TIDAL -         3.9    (meters)      13.     (feet)  GPS OBS   
 DH5813  ___________________________________________________________________
 DH5813  EPOCH DATE  -        1993.62
 DH5813  X           -  -5,551,051.922 (meters)                     COMP
 DH5813  Y           -  -2,046,147.506 (meters)                     COMP
 DH5813  Z           -   2,375,284.625 (meters)                     COMP
 DH5813  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 DH5813  ELLIP HEIGHT-          20.89  (meters)          (08/26/05) GPS OBS
 DH5813  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 DH5813
 DH5813  HORZ ORDER  -  FIRST
 DH5813  ELLP ORDER  -  FOURTH    CLASS I
 DH5813
 DH5813.The horizontal coordinates were established by GPS observations
 DH5813.and adjusted by the National Geodetic Survey in August 2005..
 DH5813.The horizontal coordinates are valid at the epoch date displayed above.
 DH5813.The epoch date for horizontal control is a decimal equivalence
 DH5813.of Year/Month/Day.
 DH5813
 DH5813.The orthometric height was determined by GPS observations and a
 DH5813.high-resolution geoid model.
 DH5813
 DH5813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5813
 DH5813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5813
 DH5813.The ellipsoidal height was determined by GPS observations
 DH5813.and is referenced to NAD 83.
 DH5813
 DH5813.The geoid height was determined by GEOID03.
 DH5813
 DH5813;                    North         East     Units Scale Factor Converg.
 DH5813;SPC HI 4     -    19,410.304   472,550.301   MT  0.99999931   -0 05 58.6
 DH5813;UTM  04      - 2,433,956.343   420,951.997   MT  0.99967720   -0 17 13.2
 DH5813
 DH5813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5813!SPC HI 4     -   0.99999672  x   0.99999931  =   0.99999603
 DH5813!UTM  04      -   0.99999672  x   0.99967720  =   0.99967392
 DH5813
 DH5813:                Primary Azimuth Mark                     Grid Az
 DH5813:SPC HI 4     -  POMAI 1                                  138 50 48.4
 DH5813:UTM  04      -  POMAI 1                                  139 02 03.0
 DH5813
 DH5813|---------------------------------------------------------------------|
 DH5813| PID    Reference Object                     Distance      Geod. Az  |
 DH5813|                                                           dddmmss.s |
 DH5813| DH5815 POMAI 1                             APPROX. 0.8 KM 1384449.8 |
 DH5813|---------------------------------------------------------------------|
 DH5813
 DH5813                          SUPERSEDED SURVEY CONTROL
 DH5813
 DH5813.No superseded survey control is available for this station.
 DH5813
 DH5813_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2095233956(NAD 83)
 DH5813_MARKER: DD = SURVEY DISK
 DH5813_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH5813_STAMPING: POMAI 2
 DH5813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5813+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 DH5813
 DH5813  HISTORY     - Date     Condition        Report By
 DH5813  HISTORY     - 200307   MONUMENTED       LOCSUR
 DH5813  HISTORY     - 20050926 GOOD             USPSQD
 DH5813
 DH5813                          STATION DESCRIPTION
 DH5813
 DH5813'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (AG)
 DH5813'THE STATION IS LOCATED ABOUT 5.5 MILES FROM THE TOWN KOKEE ON THE
 DH5813'ISLAND OF KAUAI. ABOUT 9.6 MILES FROM THE POST OFFICE IN THE TOWN OF
 DH5813'MAKAWELI. ABOUT 13.2 MILES FORM THE HANAPEPE FIRE STATION AND ABOUT
 DH5813'27.3 MILES FROM THE LIHUE AIRPORT. THE STATION IS ON THE RIGHT-OF-WAY
 DH5813'OF THE STATE HIGHWAY 50.  TO REACH THE STATION FROM THE POST OFFICE IN
 DH5813'THE TOWN OF WAIMEA PROCEED NORTH ON HIGHWAY 50 FOR ABOUT 7.6 MILES.
 DH5813'THE STATION IS LOCATED ON THE RIGHT SIDE OF HIGHWAY 50.  THE STATION
 DH5813'LOCATED 13 FEET FROM MAG NAIL, 10 FEET FROM UTILITY POLE 8960 AND 24
 DH5813'FEET FROM GUY WIRE. THE STATION IS BRASS DISK SET IN CONCRETE FLUSH
 DH5813'WITH THE GROUND.
 DH5813
 DH5813                          STATION RECOVERY (2005)
 DH5813
 DH5813'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DH5813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DH5814 ***********************************************************************
 DH5814  DESIGNATION -  POMAI 3
 DH5814  PID         -  DH5814
 DH5814  STATE/COUNTY-  HI/KAUAI
 DH5814  USGS QUAD   -  KEKAHA (1983)
 DH5814
 DH5814                         *CURRENT SURVEY CONTROL
 DH5814  ___________________________________________________________________
 DH5814* NAD 83(1993)-  22 01 57.24017(N)    159 46 37.80541(W)     ADJUSTED  
 DH5814* LOCAL TIDAL -         2.1    (meters)       7.     (feet)  GPS OBS   
 DH5814  ___________________________________________________________________
 DH5814  EPOCH DATE  -        1993.62
 DH5814  X           -  -5,550,513.767 (meters)                     COMP
 DH5814  Y           -  -2,044,703.043 (meters)                     COMP
 DH5814  Z           -   2,377,763.209 (meters)                     COMP
 DH5814  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 DH5814  ELLIP HEIGHT-          19.07  (meters)          (08/26/05) GPS OBS
 DH5814  GEOID HEIGHT-          16.20  (meters)                     GEOID03
 DH5814
 DH5814  HORZ ORDER  -  FIRST
 DH5814  ELLP ORDER  -  FOURTH    CLASS I
 DH5814
 DH5814.The horizontal coordinates were established by GPS observations
 DH5814.and adjusted by the National Geodetic Survey in August 2005..
 DH5814.The horizontal coordinates are valid at the epoch date displayed above.
 DH5814.The epoch date for horizontal control is a decimal equivalence
 DH5814.of Year/Month/Day.
 DH5814
 DH5814.The orthometric height was determined by GPS observations and a
 DH5814.high-resolution geoid model.
 DH5814
 DH5814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5814
 DH5814.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5814
 DH5814.The ellipsoidal height was determined by GPS observations
 DH5814.and is referenced to NAD 83.
 DH5814
 DH5814.The geoid height was determined by GEOID03.
 DH5814
 DH5814;                    North         East     Units Scale Factor Converg.
 DH5814;SPC HI 4     -    22,086.730   471,385.764   MT  1.00000011   -0 06 14.3
 DH5814;UTM  04      - 2,436,635.704   419,796.595   MT  0.99967948   -0 17 29.6
 DH5814
 DH5814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5814!SPC HI 4     -   0.99999700  x   1.00000011  =   0.99999711
 DH5814!UTM  04      -   0.99999700  x   0.99967948  =   0.99967648
 DH5814
 DH5814                          SUPERSEDED SURVEY CONTROL
 DH5814
 DH5814.No superseded survey control is available for this station.
 DH5814
 DH5814_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1979736636(NAD 83)
 DH5814_MARKER: DD = SURVEY DISK
 DH5814_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH5814_STAMPING: POMAI 3
 DH5814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5814+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 DH5814
 DH5814  HISTORY     - Date     Condition        Report By
 DH5814  HISTORY     - 200307   MONUMENTED       LOCSUR
 DH5814  HISTORY     - 20050926 GOOD             USPSQD
 DH5814
 DH5814                          STATION DESCRIPTION
 DH5814
 DH5814'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (AG)
 DH5814'THE STATION IS LOCATED ABOUT 7.5 MILES FROM THE TOWN KOKEE ON THE
 DH5814'ISLAND OF KAUAI. ABOUT 11.6 MILES FROM THE POST OFFICE IN THE TOWN OF
 DH5814'MAKAWELI. ABOUT 15.2 MILES FORM THE HANAPEPE FIRE STATION AND ABOUT
 DH5814'28.2 MILES FROM THE LIHUE AIRPORT. THE STATION IS ON THE RIGHT-OF-WAY
 DH5814'OF THE STATE HIGHWAY 50.  TO REACH THE STATION FROM THE POST OFFICE IN
 DH5814'THE TOWN OF WAIMEA PROCEED NORTH ON HIGHWAY 50 FOR ABOUT 9.6 MILES.
 DH5814'THE STATION IS LOCATED ON THE RIGHT SIDE OF HIGHWAY 50.  THE STATION
 DH5814'LOCATED 9.0 FEET FROM MAG NAIL, 56 FEET FROM UTILITY POLE 0760 AND 32
 DH5814'FEET FROM A SIGN SAYING PREVENT WILD FIRE. THE STATION IS BRASS DISK
 DH5814'SET IN CONCRETE FLUSH WITH THE GROUND.
 DH5814
 DH5814                          STATION RECOVERY (2005)
 DH5814
 DH5814'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DH5814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3053 ***********************************************************************
 TU3053  DESIGNATION -  POND
 TU3053  PID         -  TU3053
 TU3053  STATE/COUNTY-  HI/MAUI
 TU3053  USGS QUAD   -  WAILUKU (1997)
 TU3053
 TU3053                         *CURRENT SURVEY CONTROL
 TU3053  ___________________________________________________________________
 TU3053* NAD 83(1993)-  20 56 48.17592(N)    156 30 33.27854(W)     ADJUSTED  
 TU3053* LOCAL TIDAL -        20.     (meters)      66.     (feet)  SCALED    
 TU3053  ___________________________________________________________________
 TU3053  EPOCH DATE  -        1993.62
 TU3053  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 TU3053  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU3053
 TU3053  HORZ ORDER  -  THIRD
 TU3053
 TU3053.The horizontal coordinates were established by classical geodetic methods
 TU3053.and adjusted by the National Geodetic Survey in December 1998..
 TU3053.The horizontal coordinates are valid at the epoch date displayed above.
 TU3053.The epoch date for horizontal control is a decimal equivalence
 TU3053.of Year/Month/Day.
 TU3053
 TU3053.The orthometric height was scaled from a topographic map.
 TU3053
 TU3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3053
 TU3053.The geoid height was determined by GEOID03.
 TU3053
 TU3053;                    North         East     Units Scale Factor Converg.
 TU3053;SPC HI 2     -    67,914.787   516,372.565   MT  0.99996998   +0 03 22.6
 TU3053;UTM  04      - 2,318,264.094   759,014.216   MT  1.00042916   +0 53 27.4
 TU3053
 TU3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3053!SPC HI 2     -   0.99999441  x   0.99996998  =   0.99996439
 TU3053!UTM  04      -   0.99999441  x   1.00042916  =   1.00042356
 TU3053
 TU3053:                Primary Azimuth Mark                     Grid Az
 TU3053:SPC HI 2     -  KAHULUI APT CONTROL TWR BCN              128 14 36.6
 TU3053:UTM  04      -  KAHULUI APT CONTROL TWR BCN              127 24 31.8
 TU3053
 TU3053|---------------------------------------------------------------------|
 TU3053| PID    Reference Object                     Distance      Geod. Az  |
 TU3053|                                                           dddmmss.s |
 TU3053| TU3006 KAHULUI APT CONTROL TWR BCN         APPROX. 9.6 KM 1281759.2 |
 TU3053| CN6022 POND RM 1                             5.081 METERS 21852     |
 TU3053| CN6023 POND RM 2                            11.803 METERS 28244     |
 TU3053| TU3067 OLAI 2                              APPROX. 4.3 KM 3220925.6 |
 TU3053|---------------------------------------------------------------------|
 TU3053
 TU3053                          SUPERSEDED SURVEY CONTROL
 TU3053
 TU3053  NAD 83(1986)-  20 56 48.13447(N)    156 30 33.26263(W) AD(       ) 3
 TU3053  OLD HI      -  20 56 59.62800(N)    156 30 43.45000(W) AD(       ) 3
 TU3053
 TU3053.Superseded values are not recommended for survey control.
 TU3053.NGS no longer adjusts projects to the OLD HI datum.
 TU3053.See file dsdata.txt to determine how the superseded data were derived.
 TU3053
 TU3053_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5901418264(NAD 83)
 TU3053_MARKER: Z = SEE DESCRIPTION
 TU3053_SETTING: 0 = UNSPECIFIED SETTING
 TU3053
 TU3053  HISTORY     - Date     Condition        Report By
 TU3053  HISTORY     - 1912     MONUMENTED       CGS
 TU3053  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3053
 TU3053                          STATION DESCRIPTION
 TU3053
 TU3053'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3053'ON NORTHWEST COAST OF MAUI, IN WAILUKU DISTRICT, ON THE SLOPE NEAR
 TU3053'THE OUTER END OF THE SANDSTONE RIDGE ON THE SOUTH SIDE OF WAIHEE
 TU3053'CREEK, ABOUT 65 METERS BACK FROM THE BEACH.  MARKED BY A 5-INCH
 TU3053'DRAINTILE PIPE SET IN A BLOCK OF CEMENT AND PROJECTING 5 INCHES
 TU3053'ABOVE SURFACE OF GROUND.  PIPE IS FILLED WITH CONCRETE AND IS
 TU3053'CENTERED WITH A STANDARD BRONZE DISK.
 TU3053
 TU3053                          STATION RECOVERY (1968)
 TU3053
 TU3053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3053'STATION MARK WAS RECOVERED IN GOOD CONDITION, IN A DENSE KIAWE
 TU3053'THICKET.  TWO REFERENCE MARKS WERE ESTABLISHED, A WITNESS POST WAS
 TU3053'SET AND LINES WERE CLEARED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3053'
 TU3053'STATION IS LOCATED ABOUT 1 MILE NORTH OF WAIHEE VILLAGE AND
 TU3053'3/4-MILE NORTH-NORTHWEST OF THE WAIHEE DAIRY, ON THE SLOPE OF THE
 TU3053'NORTHEAST END OF THE SAND RIDGE AT WAIHEE POINT, AND AT ABOUT 65
 TU3053'FEET ELEVATION, IN THE SOUTHEAST EDGE OF A VERY DENSE KIAWE
 TU3053'THICKET.
 TU3053'
 TU3053'TO REACH STATION FROM THE INTERSECTION OF MAIN AND MARKET STREETS
 TU3053'IN WAILUKU, GO NORTH ON MARKET STREET FOR 0.5 MILE TO CROSSROAD
 TU3053'IN HAPPY VALLEY.  CONTINUE AHEAD, IN KAHEKILI HIGHWAY, FOR 1.8
 TU3053'MILES TO JUNCTION WITH HIGHWAY 341.  CONTINUE AHEAD, ON HIGHWAY
 TU3053'33, FOR 1.25 MILES TO SIGN WAIEHU GOLF COURSE.  TURN RIGHT AND GO
 TU3053'0.45 MILE TO FORK.  TAKE LEFT FORK AND GO 0.35 MILE TO THE
 TU3053'WAIHEE DAIRY BUILDINGS.  CONTINUE AHEAD, THROUGH GATE, AND
 TU3053'FOLLOW TRACK ROAD RIGHT FOR 1.0 MILE TO BOARD GATE.  PASS
 TU3053'THROUGH GATE AND CONTINUE FOR 0.15 MILE TO POINT OF RIDGE.
 TU3053'PACK LEFT ABOUT 50 YARDS UP SLOPE ON DIM TRAIL TO STATION.
 TU3053'
 TU3053'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 TU3053'CONCRETE-FILLED, 8-INCH-DIAMETER, BROWN, SEWER PIPE PROJECTING 8
 TU3053'INCHES FROM GROUND.  IT IS ABOUT 100 YARDS NORTH-NORTHEAST OF A
 TU3053'LARGE, LONE IRONWOOD TREE, 22 FEET WEST OF A TRAIL PASSING THROUGH
 TU3053'THE THICKET, 100 FEET WEST OF THE TRACK ROAD, 3.3 FEET NORTH OF A
 TU3053'WHITE WITNESS POST, AND ABOUT 6 FEET INSIDE THE THICKET.
 TU3053'
 TU3053'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POND 1912 NO
 TU3053'1 1968, SET IN THE TOP OF A 2-INCH IRON PIPE THAT IS SET IN
 TU3053'CONCRETE AND PROJECTS 8 INCHES FROM GROUND.  IT IS IN SAND AREA,
 TU3053'JUST SOUTH FROM EDGE OF KIAWE THICKET.
 TU3053'
 TU3053'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED POND 1912 NO
 TU3053'2 1968, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU3053'PROJECTS 6 INCHES FROM GROUND.  IT IS SET JUST OUTSIDE THE WEST
 TU3053'EDGE OF THE THICKET, 1-1/2 FEET HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1107 ***********************************************************************
 TU1107  DESIGNATION -  POND 1926
 TU1107  PID         -  TU1107
 TU1107  STATE/COUNTY-  HI/HONOLULU
 TU1107  USGS QUAD   -  KANEOHE (1983)
 TU1107
 TU1107                         *CURRENT SURVEY CONTROL
 TU1107  ___________________________________________________________________
 TU1107* NAD 83(1993)-  21 26 32.03866(N)    157 48 29.44185(W)     ADJUSTED  
 TU1107* LOCAL TIDAL -        17.     (meters)      56.     (feet)  SCALED    
 TU1107  ___________________________________________________________________
 TU1107  EPOCH DATE  -        1993.62
 TU1107  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 TU1107  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU1107
 TU1107  HORZ ORDER  -  THIRD
 TU1107
 TU1107.The horizontal coordinates were established by classical geodetic methods
 TU1107.and adjusted by the National Geodetic Survey in December 1998..
 TU1107.The horizontal coordinates are valid at the epoch date displayed above.
 TU1107.The epoch date for horizontal control is a decimal equivalence
 TU1107.of Year/Month/Day.
 TU1107
 TU1107.The orthometric height was scaled from a topographic map.
 TU1107
 TU1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1107
 TU1107.The geoid height was determined by GEOID03.
 TU1107
 TU1107;                    North         East     Units Scale Factor Converg.
 TU1107;SPC HI 3     -    30,522.841   519,884.272   MT  0.99999488   +0 04 12.4
 TU1107;UTM  04      - 2,371,561.663   623,502.666   MT  0.99978848   +0 26 08.7
 TU1107
 TU1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1107!SPC HI 3     -   0.99999484  x   0.99999488  =   0.99998972
 TU1107!UTM  04      -   0.99999484  x   0.99978848  =   0.99978332
 TU1107
 TU1107                          SUPERSEDED SURVEY CONTROL
 TU1107
 TU1107  NAD 83(1986)-  21 26 31.98887(N)    157 48 29.45006(W) AD(       ) 3
 TU1107  OLD HI      -  21 26 43.39100(N)    157 48 39.33400(W) AD(       ) 3
 TU1107
 TU1107.Superseded values are not recommended for survey control.
 TU1107.NGS no longer adjusts projects to the OLD HI datum.
 TU1107.See file dsdata.txt to determine how the superseded data were derived.
 TU1107
 TU1107_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2350371562(NAD 83)
 TU1107
 TU1107  HISTORY     - Date     Condition        Report By
 TU1107  HISTORY     - 1926     MONUMENTED       CGS
 TU1107  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1107  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1107
 TU1107                          STATION DESCRIPTION
 TU1107
 TU1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1107'ON EAST COAST OF OAHU, IN THE EXACT CENTER OF THE LONG,
 TU1107'HUMPED-UP, NARROW, STEEP-SIDED POINT THAT JUTS OUT INTO KANEOHE
 TU1107'BAY, 1 MILE NORTH OF HEEIA LANDING AND 1 MILE EAST OF THE HIGH
 TU1107'HILL ON WHICH HEEIA TRIANGULATION STATION IS LOCATED.  THERE
 TU1107'IS AN IMMENSE FISH POND BETWEEN THIS POINT AND HEEIA.  THE
 TU1107'MAIN HIGHWAY IS WEST OF THE STATION WHICH IS ON THE HIGHEST
 TU1107'PART OF THE RISE IN THE CENTER OF THE POINT.  MARKED BY A
 TU1107'2-INCH GALVANIZED IRON PIPE, WHICH WAS PRESUMABLY ESTABLISHED
 TU1107'FOR PRIVATE LAND SURVEYS.
 TU1107
 TU1107                          STATION RECOVERY (1932)
 TU1107
 TU1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1107'FOUND A 1-1/2 INCH IRON ROD EXTENDING 8 INCHES ABOVE GROUND
 TU1107'INSTEAD OF A 2-INCH PIPE.  REMAINS OF OLD SIGNAL FOUND ON
 TU1107'GROUND.  A PATH HAS BEEN CLEARED RECENTLY FROM THE ROAD, ALONG
 TU1107'THE MIDDLE OF POINT.  IT PASSES 4 METERS S OF STATION.
 TU1107
 TU1107                          STATION RECOVERY (1964)
 TU1107
 TU1107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1107'STATION IS GONE.  THIS POINT IS NOW OCCUPIED BY A RESTAURANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1332 ***********************************************************************
 TU1332  DESIGNATION -  POND 1928
 TU1332  PID         -  TU1332
 TU1332  STATE/COUNTY-  HI/HONOLULU
 TU1332  USGS QUAD   -  KOKO HEAD (1983)
 TU1332
 TU1332                         *CURRENT SURVEY CONTROL
 TU1332  ___________________________________________________________________
 TU1332* NAD 83(1993)-  21 16 25.95623(N)    157 45 30.90950(W)     ADJUSTED  
 TU1332* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1332  ___________________________________________________________________
 TU1332  EPOCH DATE  -        1993.62
 TU1332  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TU1332  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1332
 TU1332  HORZ ORDER  -  THIRD
 TU1332
 TU1332.The horizontal coordinates were established by classical geodetic methods
 TU1332.and adjusted by the National Geodetic Survey in December 1998..
 TU1332.The horizontal coordinates are valid at the epoch date displayed above.
 TU1332.The epoch date for horizontal control is a decimal equivalence
 TU1332.of Year/Month/Day.
 TU1332
 TU1332.The orthometric height was scaled from a topographic map.
 TU1332
 TU1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1332
 TU1332.The geoid height was determined by GEOID03.
 TU1332
 TU1332;                    North         East     Units Scale Factor Converg.
 TU1332;SPC HI 3     -    11,889.320   525,053.646   MT  0.99999775   +0 05 15.3
 TU1332;UTM  04      - 2,352,965.095   628,789.340   MT  0.99980497   +0 27 01.7
 TU1332
 TU1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1332!SPC HI 3     -   0.99999724  x   0.99999775  =   0.99999499
 TU1332!UTM  04      -   0.99999724  x   0.99980497  =   0.99980222
 TU1332
 TU1332:                Primary Azimuth Mark                     Grid Az
 TU1332:SPC HI 3     -  DIAMOND HEAD                             254 03 54.8
 TU1332:UTM  04      -  DIAMOND HEAD                             253 42 08.4
 TU1332
 TU1332|---------------------------------------------------------------------|
 TU1332| PID    Reference Object                     Distance      Geod. Az  |
 TU1332|                                                           dddmmss.s |
 TU1332| TU1336 DIAMOND HEAD                        APPROX. 5.7 KM 2540910.1 |
 TU1332|---------------------------------------------------------------------|
 TU1332
 TU1332                          SUPERSEDED SURVEY CONTROL
 TU1332
 TU1332  NAD 83(1986)-  21 16 25.90569(N)    157 45 30.91791(W) AD(       ) 3
 TU1332  OLD HI      -  21 16 37.30500(N)    157 45 40.78800(W) AD(       ) 3
 TU1332
 TU1332.Superseded values are not recommended for survey control.
 TU1332.NGS no longer adjusts projects to the OLD HI datum.
 TU1332.See file dsdata.txt to determine how the superseded data were derived.
 TU1332
 TU1332_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2878952965(NAD 83)
 TU1332_MARKER: Z = SEE DESCRIPTION
 TU1332_SETTING: 0 = UNSPECIFIED SETTING
 TU1332
 TU1332  HISTORY     - Date     Condition        Report By
 TU1332  HISTORY     - 1928     MONUMENTED       CGS
 TU1332  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1332
 TU1332                          STATION DESCRIPTION
 TU1332
 TU1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1332'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN CONCRETE PIER,
 TU1332'ON THE KUAPA AROUND THE FISH POND AT WAILUPE.  ON THE W SIDE OF
 TU1332'POND JUST S OF CREEK, ABOUT 100 YARDS S OF PICNIC BENCHES, AND 50
 TU1332'YARDS N OF SW BEND IN THE KUAPA.
 TU1332'
 TU1332'HIND AND CLARKE DAIRY, LARGE WATER TANK IS 202 DEG 33 MIN 22 SEC
 TU1332'IN AZIMUTH FROM STATION.
 TU1332
 TU1332                          STATION RECOVERY (1964)
 TU1332
 TU1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1332'THE OLD FISHPOND WAS FILLED IN ABOUT 1946 AND HOMES BUILT.  THIS
 TU1332'IS NOW THE WAILUPE DISTRICT.  IT WAS LEARNED FROM THE MAN WHO
 TU1332'OWNED THE LAND WHERE THE STATION WAS LOCATED AT THE TIME OF THE
 TU1332'DEVELOPMENT, THAT THE ROCK WALL WAS RAISED ABOUT 2 FEET
 TU1332'AT FIRST.  BEFORE THE DEVELOPMENT WAS COMPLETED A TIDAL WAVE
 TU1332'HIT AND MORE HEIGHT SEEMED ADVISABLE SO ANOTHER 2 FEET WAS
 TU1332'ADDED ONTO THE WALL.
 TU1332'
 TU1332'IT IS POSSIBLE THAT THE MARK IS STILL IN PLACE BELOW THE TOP
 TU1332'OF THE PRESENT WALL, BUT SINCE IT IS NOT PRACTICAL TO BREAK THE
 TU1332'SEAWALL APART NO EXCAVATION WAS DONE IN A SEARCH FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1964 ***********************************************************************
 TU1964  DESIGNATION -  POOKU=HANALEI LATITUDE STATION RESET
 TU1964  PID         -  TU1964
 TU1964  STATE/COUNTY-  HI/KAUAI
 TU1964  USGS QUAD   -  HANALEI (1996)
 TU1964
 TU1964                         *CURRENT SURVEY CONTROL
 TU1964  ___________________________________________________________________
 TU1964* NAD 83(1993)-  22 12 20.55712(N)    159 27 53.10679(W)     ADJUSTED  
 TU1964* LOCAL TIDAL -       140.     (meters)     459.     (feet)  GPS OBS   
 TU1964  ___________________________________________________________________
 TU1964  EPOCH DATE  -        1993.62
 TU1964  X           -  -5,532,641.054 (meters)                     COMP
 TU1964  Y           -  -2,072,450.073 (meters)                     COMP
 TU1964  Z           -   2,395,576.723 (meters)                     COMP
 TU1964  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 TU1964  ELLIP HEIGHT-         156.64  (meters)          (11/30/94) GPS OBS
 TU1964  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1964
 TU1964  HORZ ORDER  -  FIRST
 TU1964  ELLP ORDER  -  FIFTH     CLASS I
 TU1964
 TU1964.The horizontal coordinates were established by GPS observations
 TU1964.and adjusted by the National Geodetic Survey in November 1994..
 TU1964.No horizontal observational check was made to the station.
 TU1964.The horizontal coordinates are valid at the epoch date displayed above.
 TU1964.The epoch date for horizontal control is a decimal equivalence
 TU1964.of Year/Month/Day.
 TU1964
 TU1964.The orthometric height was determined by GPS observations and a
 TU1964.high-resolution geoid model.
 TU1964.No vertical observational check was made to the station.
 TU1964
 TU1964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1964
 TU1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1964
 TU1964.The ellipsoidal height was determined by GPS observations
 TU1964.and is referenced to NAD 83.
 TU1964
 TU1964.The geoid height was determined by GEOID03.
 TU1964
 TU1964;                    North         East     Units Scale Factor Converg.
 TU1964;SPC HI 4     -    41,233.514   503,634.487   MT  0.99999016   +0 00 48.0
 TU1964;UTM  04      - 2,455,669.918   452,097.035   MT  0.99962835   -0 10 32.3
 TU1964
 TU1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1964!SPC HI 4     -   0.99997538  x   0.99999016  =   0.99996554
 TU1964!UTM  04      -   0.99997538  x   0.99962835  =   0.99960374
 TU1964
 TU1964|---------------------------------------------------------------------|
 TU1964| PID    Reference Object                     Distance      Geod. Az  |
 TU1964|                                                           dddmmss.s |
 TU1964| CJ8957 POOKU RM 4                            5.912 METERS 20204     |
 TU1964| CJ8958 POOKU RM 5                            8.998 METERS 27446     |
 TU1964|---------------------------------------------------------------------|
 TU1964
 TU1964                          SUPERSEDED SURVEY CONTROL
 TU1964
 TU1964  NAD 83(1986)-  22 12 20.51391(N)    159 27 53.15959(W) AD(       ) 3
 TU1964  OLD HI      -  22 12 31.86600(N)    159 28 03.24500(W) AD(       ) 3
 TU1964
 TU1964.Superseded values are not recommended for survey control.
 TU1964.NGS no longer adjusts projects to the OLD HI datum.
 TU1964.See file dsdata.txt to determine how the superseded data were derived.
 TU1964
 TU1964_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5209755670(NAD 83)
 TU1964_MARKER: DD = SURVEY DISK
 TU1964_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TU1964_SP_SET: RED BRICK PIER
 TU1964_STAMPING: POOKU 1927
 TU1964_MARK LOGO: CGS   
 TU1964_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU1964+STABILITY: SURFACE MOTION
 TU1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1964+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1993
 TU1964
 TU1964  HISTORY     - Date     Condition        Report By
 TU1964  HISTORY     - 1927     MONUMENTED       CGS
 TU1964  HISTORY     - 1965     GOOD             CGS
 TU1964  HISTORY     - 1983     GOOD             USPSQD
 TU1964  HISTORY     - 1988     GOOD             USPSQD
 TU1964  HISTORY     - 19930807 GOOD             NOS
 TU1964
 TU1964                          STATION DESCRIPTION
 TU1964
 TU1964'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1964'ALSO CALLED CROWS NEST LATITUDE STATION.  NEAR THE NORTH COAST
 TU1964'OF KAUAI, ON A LOW FLAT-TOPPED HILL OVERLOOKING THE HANALEI
 TU1964'VALLEY, AND 2 MILES EAST OF THE VILLAGE OF HANALEI.  STATION
 TU1964'IS AT THE SOUTH EDGE OF THE PRACTICALLY LEVEL SUMMIT, WHICH
 TU1964'IS OVERGROWN WITH LANTANA AND LAUHALA.  MARKED BY A BRICK PIER
 TU1964'WITH HOLE IN CENTER.  IN 1927 A STANDARD DISK STATION MARK WAS
 TU1964'SET IN THIS HOLE.  THE PIER IS 1-1/2 BY 2-1/2 FEET IN PLAN, AND
 TU1964'ABOUT 1-1/2 FEET ABOVE THE GROUND.  IN 1927 STANDARD REFERENCE
 TU1964'DISKS WERE SET AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU1964'STATION.--NO. 1, 10.345 METERS (33.94 FEET), 142 DEG
 TU1964'15 MIN.  NO. 2, 29.235 METERS (95.92 FEET ). 136 DEG 59
 TU1964'MIN.  NO. 3 17.663 METERS (57.95 FEET), 185 DEG 46 MIN.
 TU1964
 TU1964                          STATION RECOVERY (1965)
 TU1964
 TU1964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1964'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER THE TYPE
 TU1964'A SIGNAL, BUILT BY THE HAWAII TERRITORIAL SURVEY IN 1930, WAS IN
 TU1964'BAD CONDITION DUE TO EROSION OF THE GROUND AT SOUTHEAST END OF
 TU1964'THE 2 ROCK WALLS SUPPORTING THE PLATFORM.  THE NORTHEAST WALL HAD
 TU1964'ALREADY BEGUN TO FALL APART AND WAS ABOUT HALF GONE.  SINCE PART
 TU1964'OF THE SIGNAL RESTS DIRECTLY UPON THE BRICK PIER THE STATION
 TU1964'WOULD BE DESTROYED WHEN THE SIGNAL COLLAPSED, SO THE NORTHEAST
 TU1964'WALL WAS REBUILT WITH ROCKS AND MORTAR AND THE SOUTHWEST WALL
 TU1964'WAS RE-ENFORCED.
 TU1964'
 TU1964'NONE OF THE OLD REFERENCE MARKS WERE RECOVERED, IT IS BELIEVED
 TU1964'THEY WERE DESTROYED BY CULTIVATION.  TWO NEW REFERENCE MARKS,
 TU1964'NUMBERS 4 AND 5, WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU1964'FOLLOWS--
 TU1964'
 TU1964'STATION IS LOCATED ABOUT 2 MILES EAST OF HANALEI AND 1/4 MILE SOUTH
 TU1964'OF STATE HIGHWAY 56, IN A PASTURE OF THE PRINCEVILLE RANCH, ON THE
 TU1964'SOUTHEAST END OF A LOW, FLAT-TOPPED HILL OF 460 FEET ELEVATION.
 TU1964'
 TU1964'TO REACH STATION FROM THE MAIN INTERSECTION IN KILAUEA, GO WEST
 TU1964'ON STATE HIGHWAY 56 FOR 2.4 MILES TO AN AIRSTRIP ON LEFT.  CONTINUE
 TU1964'AHEAD FOR 2.0 MILES TO BOARD GATE ON LEFT, 0.2 MILE BEFORE
 TU1964'REACHING RANCH OFFICE.  GO THROUGH GATE AND FOLLOW FIELD ROAD
 TU1964'SOUTHEAST FOR 0.4 MILE.  TURN RIGHT, UP ONTO HILL, AND GO 0.1
 TU1964'MILE TO STATION.
 TU1964'
 TU1964'STATION MARK IS A STANDARD DISK STAMPED POOKU 1927, SET IN THE
 TU1964'TOP OF A RED BRICK PIER 1.8 X 2.2 FEET AND PROJECTING 2 FEET
 TU1964'ABOVE GROUND.  IT IS ON THE BREAK WHERE HILL STARTS STEEP SLOPE
 TU1964'DOWN TO SOUTHEAST, AND IS 19 FEET NORTHEAST OF FENCELINE AND
 TU1964'95 FEET SOUTHWEST OF A PROMINENT, LONE TREE.  THE FLOOR OF THE
 TU1964'TYPE A SIGNAL IS 6 FEET ABOVE GROUND.
 TU1964'
 TU1964'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED POOKU 1910
 TU1964'1927 NO 4 1965, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU1964'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 1 FOOT NORTHEAST OF
 TU1964'FENCE-LINE AND 0.8 FOOT LOWER THAN STATION MARK.
 TU1964'
 TU1964'REFERENCE MARK NUMBER FIVE IS A STANDARD DISK STAMPED POOKU
 TU1964'1910 1927 NO 5 1965, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU1964'MONUMENT PROJECTING 6 INCHES.  IT IS 9 INCHES NORTHEAST OF
 TU1964'FENCE-LINE AND 4 INCHES LOWER THAN STATION MARK.
 TU1964
 TU1964                          STATION RECOVERY (1983)
 TU1964
 TU1964'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1964'POOKU 1927 RECOVERED GOOD REVISE LOCATION TO READ FROM PRINCEVILE
 TU1964'POLICE STA. ON HIGHWAY 56, GO EAST FOR 1.3 MILES TO POOKU STABLES,
 TU1964'TURN RIGHT THROUGH GATE 0.2 MILE TO STA. ON RIGHT PACK 200 YD TO
 TU1964'TOP OF HILL.
 TU1964'
 TU1964'NOTE FENCE NO LONGER THERE NEAR STA. REF. MARKS NOT FOUND, HEAVY
 TU1964'BRUSH NEARBY.
 TU1964
 TU1964                          STATION RECOVERY (1988)
 TU1964
 TU1964'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1964'RECOVERED IN GOOD CONDITION.
 TU1964
 TU1964                          STATION RECOVERY (1993)
 TU1964
 TU1964'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU1964'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3467 ***********************************************************************
 TU3467  DESIGNATION -  POOLAU
 TU3467  PID         -  TU3467
 TU3467  STATE/COUNTY-  HI/MAUI
 TU3467  USGS QUAD   -  ILIO POINT (1993)
 TU3467
 TU3467                         *CURRENT SURVEY CONTROL
 TU3467  ___________________________________________________________________
 TU3467* NAD 83(1993)-  21 08 50.71502(N)    157 16 26.82509(W)     ADJUSTED  
 TU3467* LOCAL TIDAL -        44.08   (meters)     144.6    (feet)  LEVELING  
 TU3467  ___________________________________________________________________
 TU3467  EPOCH DATE  -        1993.62
 TU3467  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 TU3467  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU3467
 TU3467  HORZ ORDER  -  SECOND
 TU3467  VERT ORDER  -  THIRD ?
 TU3467
 TU3467.The horizontal coordinates were established by classical geodetic methods
 TU3467.and adjusted by the National Geodetic Survey in December 1998..
 TU3467.The horizontal coordinates are valid at the epoch date displayed above.
 TU3467.The epoch date for horizontal control is a decimal equivalence
 TU3467.of Year/Month/Day.
 TU3467
 TU3467.The orthometric height was determined by differential leveling.
 TU3467.The vertical network tie was performed by a horz. field party for horz.
 TU3467.obs reductions. Reset procedures were used to establish the elevation.
 TU3467
 TU3467.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3467
 TU3467.The geoid height was determined by GEOID03.
 TU3467
 TU3467;                    North         East     Units Scale Factor Converg.
 TU3467;SPC HI 2     -    90,248.289   436,906.478   MT  1.00001584   -0 13 09.0
 TU3467;UTM  04      - 2,339,437.220   679,212.329   MT  0.99999690   +0 37 22.1
 TU3467
 TU3467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3467!SPC HI 2     -   0.99999063  x   1.00001584  =   1.00000647
 TU3467!UTM  04      -   0.99999063  x   0.99999690  =   0.99998753
 TU3467
 TU3467:                Primary Azimuth Mark                     Grid Az
 TU3467:SPC HI 2     -  ILIO PT COAST GUARD LORAN MAST           013 51 53.5
 TU3467:UTM  04      -  ILIO PT COAST GUARD LORAN MAST           013 01 22.4
 TU3467
 TU3467|---------------------------------------------------------------------|
 TU3467| PID    Reference Object                     Distance      Geod. Az  |
 TU3467|                                                           dddmmss.s |
 TU3467| TU3464 ILIO PT COAST GUARD LORAN MAST      APPROX. 7.9 KM 0133844.5 |
 TU3467| TU3448 PUU APALU TANK                      APPROX. 5.6 KM 0544030.9 |
 TU3467| CN6025 POOLAU RM 1                          16.195 METERS 06244     |
 TU3467| CN6026 POOLAU RM 2                           8.675 METERS 29758     |
 TU3467| CN6024 POOLAU AZ MK                                       3282800.9 |
 TU3467|---------------------------------------------------------------------|
 TU3467
 TU3467                          SUPERSEDED SURVEY CONTROL
 TU3467
 TU3467  NAD 83(1986)-  21 08 50.67355(N)    157 16 26.78061(W) AD(       ) 2
 TU3467  OLD HI      -  21 09 02.11800(N)    157 16 36.91900(W) AD(       ) 2
 TU3467
 TU3467.Superseded values are not recommended for survey control.
 TU3467.NGS no longer adjusts projects to the OLD HI datum.
 TU3467.See file dsdata.txt to determine how the superseded data were derived.
 TU3467
 TU3467_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7921239437(NAD 83)
 TU3467_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3467_SETTING: 66 = SET IN ROCK OUTCROP
 TU3467
 TU3467  HISTORY     - Date     Condition        Report By
 TU3467  HISTORY     - 1962     MONUMENTED       CGS
 TU3467
 TU3467                          STATION DESCRIPTION
 TU3467
 TU3467'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3467'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES WEST-NORTHWEST OF
 TU3467'THE VILLAGE OF MAUNA LOA, 4 MILES NORTHEAST OF LAAU POINT, 3/4
 TU3467'MILE EAST-SOUTHEAST OF POOLAU POINT AND IN THE NORTHEAST SIDE
 TU3467'OF THE OLD NAVY BOMBING RANGE ALONG THE NORTHWEST SIDE OF A
 TU3467'TRACK ROAD.
 TU3467'
 TU3467'TO REACH FROM THE POST OFFICE IN MAUNA LOA, GO WEST ON STATE
 TU3467'HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD SHARP LEFT, AFTER
 TU3467'ROUNDING A RIGHT CURVE IN THE HIGHWAY.  TURN LEFT AND GO SOUTHWEST
 TU3467'1.0 MILE TO A T-JUNCTION.  TURN RIGHT AND GO WEST FOR 0.4 MILE
 TU3467'TO A FORK.  TAKE RIGHT FORK AND GO 0.25 MILE TO STATION
 TU3467'POHAKULOA ON THE RIGHT.  CONTINUE WESTERLY FOR 1.05 MILES, CROSS
 TU3467'WASH AND CONTINUE ON GRADED ROAD ALONG FENCE FOR 0.5 MILE TO
 TU3467'LOCKED GATE.  PASS THROUGH GATE AND CONTINUE WESTERLY FOR 0.4
 TU3467'MILE TO A T-JUNCTION JUST LEFT OF A CATTLEGUARD.  TURN RIGHT,
 TU3467'ACROSS CATTLEGUARD, AND GO 1.4 MILES TO DIRT CROSSROAD.
 TU3467'TURN LEFT AND GO SOUTHERLY ON TRACK ROAD FOR 0.2 MILE TO A
 TU3467'FORK.  TAKE RIGHT FORK, MAIN ROAD, AND CONTINUE AHEAD FOR 0.15
 TU3467'MILE TO FORK.  TAKE RIGHT FORK AND GO 0.15 MILE TO FORK.
 TU3467'TAKE RIGHT FORK AND GO 0.6 MILE TO SIDE ROAD LEFT AT SOME POSTS.
 TU3467'TURN LEFT AND GO SOUTHWESTERLY FOR 0.15 MILE TO STATION ON
 TU3467'RIGHT.
 TU3467'
 TU3467'STATION MARK IS A STANDARD DISK STAMPED POOLAU 1962, CEMENTED
 TU3467'IN A DRILL HOLE IN A LARGE, FLAT, RED BEDROCK OUTCROP THAT
 TU3467'PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT IS 6.7 FEET NORTH OF
 TU3467'A WHITE WITNESS POST, 21.0 FEET WEST-NORTHWEST OF THE CENTER OF
 TU3467'A 60-FOOT-LONG DIRT BANK, 35 FEET WEST-NORTHWEST OF CENTER LINE
 TU3467'OF TRACK ROAD, ABOUT 250 YARDS SOUTHEAST OF A CONCRETE CISTERN,
 TU3467'200 YARDS SOUTH OF OLD CONCRETE FOUNDATION AND ABOUT 1/4 MILE
 TU3467'EAST-SOUTHEAST OF CENTER OF BOMB RANGE.
 TU3467'
 TU3467'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED POOLAU
 TU3467'NO 1 1962, CEMENTED IN A DRILL HOLE IN RED BOULDER AT ABOUT
 TU3467'SAME ELEVATION AS STATION.
 TU3467'
 TU3467'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAPED POOLAU
 TU3467'NO 2 1962, CEMENTED IN A DRILL HOLE IN A BOULDER AT ABOUT
 TU3467'SAME ELEVATION AS THE STATION.
 TU3467'
 TU3467'THE AZIMUTH MARK IS A STANDARD DISK STAMPED POOLAU 1962,
 TU3467'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP ON A LOW ROCKY
 TU3467'KNOLL, 180 FEET SOUTHWEST OF A TRACK ROAD, 0.1 MILE WEST-NORTHWEST
 TU3467'OF CONCRETE CISTERN AND 5 FEET NORTHEAST OF A 3-FOOT CAIRN.  TO
 TU3467'REACH AZIMUTH MARK FROM STATION, GO NORTHEAST ON TRACK ROAD
 TU3467'FOR 0.15 MILE.  TURN LEFT AND GO WESTERLY ON TRACK ROAD FOR 0.15
 TU3467'MILE TO CONCRETE CISTERN.  CONTINUE ON ROAD FOR 0.1 MILE, THEN
 TU3467'WALK CROSS-COUNTRY SOUTHWEST FOR 180 FEET TO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3459 ***********************************************************************
 TU3459  DESIGNATION -  PORT
 TU3459  PID         -  TU3459
 TU3459  STATE/COUNTY-  HI/MAUI
 TU3459  USGS QUAD   -  ILIO POINT (1993)
 TU3459
 TU3459                         *CURRENT SURVEY CONTROL
 TU3459  ___________________________________________________________________
 TU3459* NAD 83(1993)-  21 11 29.90391(N)    157 14 56.60256(W)     ADJUSTED  
 TU3459* LOCAL TIDAL -         7.     (meters)      23.     (feet)  SCALED    
 TU3459  ___________________________________________________________________
 TU3459  EPOCH DATE  -        1993.62
 TU3459  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 TU3459  GEOID HEIGHT-          15.24  (meters)                     GEOID03
 TU3459
 TU3459  HORZ ORDER  -  THIRD
 TU3459
 TU3459.The horizontal coordinates were established by classical geodetic methods
 TU3459.and adjusted by the National Geodetic Survey in December 1998..
 TU3459.The horizontal coordinates are valid at the epoch date displayed above.
 TU3459.The epoch date for horizontal control is a decimal equivalence
 TU3459.of Year/Month/Day.
 TU3459
 TU3459.The orthometric height was scaled from a topographic map.
 TU3459
 TU3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3459
 TU3459.The geoid height was determined by GEOID03.
 TU3459
 TU3459;                    North         East     Units Scale Factor Converg.
 TU3459;SPC HI 2     -    95,134.471   439,527.588   MT  1.00001184   -0 12 37.9
 TU3459;UTM  04      - 2,344,361.373   681,761.254   MT  1.00000827   +0 37 59.2
 TU3459
 TU3459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3459!SPC HI 2     -   0.99999650  x   1.00001184  =   1.00000834
 TU3459!UTM  04      -   0.99999650  x   1.00000827  =   1.00000477
 TU3459
 TU3459:                Primary Azimuth Mark                     Grid Az
 TU3459:SPC HI 2     -  KAEO                                     041 25 41.3
 TU3459:UTM  04      -  KAEO                                     040 35 04.2
 TU3459
 TU3459|---------------------------------------------------------------------|
 TU3459| PID    Reference Object                     Distance      Geod. Az  |
 TU3459|                                                           dddmmss.s |
 TU3459| TU3447 KAEO                                APPROX. 3.2 KM 0411303.4 |
 TU3459| CN6029 PORT RM 3                                          06600     |
 TU3459| CN6027 PORT RM 1                            13.920 METERS 17007     |
 TU3459| TU3458 HOCK                                APPROX. 0.7 KM 1754212.3 |
 TU3459| TU3461 DERRICK                             APPROX. 1.0 KM 1951334.0 |
 TU3459| CN6028 PORT RM 2                            18.200 METERS 33345     |
 TU3459|---------------------------------------------------------------------|
 TU3459
 TU3459                          SUPERSEDED SURVEY CONTROL
 TU3459
 TU3459  NAD 83(1986)-  21 11 29.86276(N)    157 14 56.55772(W) AD(       ) 3
 TU3459  OLD HI      -  21 11 41.34000(N)    157 15 06.76000(W) AD(       ) 3
 TU3459
 TU3459.Superseded values are not recommended for survey control.
 TU3459.NGS no longer adjusts projects to the OLD HI datum.
 TU3459.See file dsdata.txt to determine how the superseded data were derived.
 TU3459
 TU3459_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8176144361(NAD 83)
 TU3459_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3459_SETTING: 66 = SET IN ROCK OUTCROP
 TU3459_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU3459
 TU3459  HISTORY     - Date     Condition        Report By
 TU3459  HISTORY     - 1925     MONUMENTED       CGS
 TU3459  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3459  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3459
 TU3459                          STATION DESCRIPTION
 TU3459
 TU3459'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3459'ON WESTERN COAST OF MOLOKAI, 25 FEET ABOVE HIGH WATER ON THE
 TU3459'SOUTHERLY SIDE OF THE ROCKY POINT 1/2 MILE NORTH OF PUU O KAIAKA
 TU3459'(THE HILL ON WHICH THE LOADING TOWER IS SITUATED), AND 1/4 MILE
 TU3459'NORTH OF A FRAME HOUSE, THE ONLY ONE IN THE VICINITY.  STATION
 TU3459'IS 5 FEET LOWER IN ELEVATION THAN THE HIGHEST PART OF THE
 TU3459'POINT, AND IS MARKED ACCORDING TO NOTE 3, A STANDARD BRONZE
 TU3459'TABLET SET IN CONCRETE IN A DEPRESSION IN OUTCROPPING
 TU3459'BEDROCK.  THREE REFERENCE MARKS, ALL STANDARD BRONZE TABLETS
 TU3459'WITH ARROWS POINTING TOWARD THE STATION, WERE SET IN CONCRETE
 TU3459'IN DEPRESSIONS IN OUTCROPPING BEDROCK, NOTE 12B, AT THE
 TU3459'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 13.92
 TU3459'METERS (45.7 FEET), 350 DEG 07 MIN.  NO. 2, 18.20 METERS
 TU3459'(59.7 FEET), 153 DEG 45 MIN.  NO. 3, 14.01 METERS (46.0
 TU3459'FEET), 246 DEG 00 MIN.
 TU3459
 TU3459                          STATION RECOVERY (1962)
 TU3459
 TU3459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3459'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  NO
 TU3459'CHECK WAS MADE ON THE DISTANCE TO THE REFERENCE MARKS.  DESCRIPTION
 TU3459'IS ADEQUATE AND CORRECT EXCEPT FOR THE LOADING TOWER AND FRAME
 TU3459'HOUSE WHICH HAVE BEEN REMOVED.
 TU3459
 TU3459                          STATION RECOVERY (1967)
 TU3459
 TU3459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3459'STATION AND REFERENCE MARKS RECOVERED AS PREVIOUSLY DESCRIBED
 TU3459'AND FOUND TO BE IN GOOD CONDITION.
 TU3459'
 TU3459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3459'SIX (6) MILES NW OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1084 ***********************************************************************
 TU1084  DESIGNATION -  POST
 TU1084  PID         -  TU1084
 TU1084  STATE/COUNTY-  HI/HONOLULU
 TU1084  USGS QUAD   -  MOKAPU (1983)
 TU1084
 TU1084                         *CURRENT SURVEY CONTROL
 TU1084  ___________________________________________________________________
 TU1084* NAD 83(1993)-  21 26 34.44499(N)    157 45 43.57044(W)     ADJUSTED  
 TU1084* LOCAL TIDAL -                                                        
 TU1084  ___________________________________________________________________
 TU1084  EPOCH DATE  -        1993.62
 TU1084  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 TU1084  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1084
 TU1084  HORZ ORDER  -  THIRD
 TU1084
 TU1084.The horizontal coordinates were established by classical geodetic methods
 TU1084.and adjusted by the National Geodetic Survey in December 1998..
 TU1084.The horizontal coordinates are valid at the epoch date displayed above.
 TU1084.The epoch date for horizontal control is a decimal equivalence
 TU1084.of Year/Month/Day.
 TU1084
 TU1084
 TU1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1084
 TU1084.The geoid height was determined by GEOID03.
 TU1084
 TU1084;                    North         East     Units Scale Factor Converg.
 TU1084;SPC HI 3     -    30,603.398   524,660.361   MT  0.99999751   +0 05 13.1
 TU1084;UTM  04      - 2,371,672.674   628,277.188   MT  0.99980333   +0 27 09.4
 TU1084
 TU1084                          SUPERSEDED SURVEY CONTROL
 TU1084
 TU1084  NAD 83(1986)-  21 26 34.39550(N)    157 45 43.57839(W) AD(       ) 4
 TU1084  OLD HI      -  21 26 45.80600(N)    157 45 53.46600(W) AD(       ) 3
 TU1084
 TU1084.Superseded values are not recommended for survey control.
 TU1084.NGS no longer adjusts projects to the OLD HI datum.
 TU1084.See file dsdata.txt to determine how the superseded data were derived.
 TU1084
 TU1084_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2827771673(NAD 83)
 TU1084
 TU1084  HISTORY     - Date     Condition        Report By
 TU1084  HISTORY     - 1926     MONUMENTED       CGS
 TU1084  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1084  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1084
 TU1084                          STATION DESCRIPTION
 TU1084
 TU1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1084'ON THE EAST COAST OF OAHU, ON MOKAPU PENINSULA, IN THE GRASSY FLAT
 TU1084'AT THE BASE OF AND SOUTHWEST OF HAWAIILOA HILL, 130 METERS FROM
 TU1084'THE WATER ON THE WEST.  IT IS TRUE EAST OF THE POINT ON THE SOUTH
 TU1084'END OF THE PENINSULA TO THE WEST OF WHERE SHERIFF DAVISS HOUSE
 TU1084'STANDS.  MARKED BY A HEAVY LOG, ABOUT 2 FEET IN DIAMETER, SET ON
 TU1084'END IN THE GRASSY FLAT.  THE LOG WAS FOUND ALREADY IN PLACE, ITS
 TU1084'PURPOSE NOT KNOWN.
 TU1084
 TU1084                          STATION RECOVERY (1932)
 TU1084
 TU1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1084'RECOVERED AS DESCRIBED.  HIGH-WATER LINE IS 130 METERS W.
 TU1084
 TU1084                          STATION RECOVERY (1963)
 TU1084
 TU1084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1084'STATION IS GONE.  IT WAS PROBABLY DESTROYED WHEN THE KANEOHE
 TU1084'MARINE CORPS AIR STATION WAS CONSTRUCTED.  BUILDING NO. 208 NOW
 TU1084'SETS OVER THE OLD STATION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1785 ***********************************************************************
 TU1785  DESIGNATION -  POST 1910
 TU1785  PID         -  TU1785
 TU1785  STATE/COUNTY-  HI/KAUAI
 TU1785  USGS QUAD   -  KOLOA (1996)
 TU1785
 TU1785                         *CURRENT SURVEY CONTROL
 TU1785  ___________________________________________________________________
 TU1785* NAD 83(1993)-  21 52 53.82480(N)    159 28 55.77117(W)     ADJUSTED  
 TU1785* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1785  ___________________________________________________________________
 TU1785  EPOCH DATE  -        1993.62
 TU1785  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 TU1785  GEOID HEIGHT-          15.18  (meters)                     GEOID03
 TU1785
 TU1785  HORZ ORDER  -  THIRD
 TU1785
 TU1785.The horizontal coordinates were established by classical geodetic methods
 TU1785.and adjusted by the National Geodetic Survey in December 1998..
 TU1785.The horizontal coordinates are valid at the epoch date displayed above.
 TU1785.The epoch date for horizontal control is a decimal equivalence
 TU1785.of Year/Month/Day.
 TU1785
 TU1785.The orthometric height was scaled from a topographic map.
 TU1785
 TU1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1785
 TU1785.The geoid height was determined by GEOID03.
 TU1785
 TU1785;                    North         East     Units Scale Factor Converg.
 TU1785;SPC HI 4     -     5,346.535   501,843.842   MT  0.99999004   +0 00 23.9
 TU1785;UTM  04      - 2,419,801.935   450,189.548   MT  0.99963066   -0 10 46.9
 TU1785
 TU1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1785!SPC HI 4     -   0.99999746  x   0.99999004  =   0.99998750
 TU1785!UTM  04      -   0.99999746  x   0.99963066  =   0.99962812
 TU1785
 TU1785                          SUPERSEDED SURVEY CONTROL
 TU1785
 TU1785  NAD 83(1986)-  21 52 53.80787(N)    159 28 55.80412(W) AD(       ) 3
 TU1785  OLD HI      -  21 53 05.10000(N)    159 29 05.86000(W) AD(       ) 3
 TU1785
 TU1785.Superseded values are not recommended for survey control.
 TU1785.NGS no longer adjusts projects to the OLD HI datum.
 TU1785.See file dsdata.txt to determine how the superseded data were derived.
 TU1785
 TU1785_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5019019802(NAD 83)
 TU1785
 TU1785  HISTORY     - Date     Condition        Report By
 TU1785  HISTORY     - 1910     MONUMENTED       CGS
 TU1785  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1785  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1785  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1785  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU1785  HISTORY     - 19980817 MARK NOT FOUND   USPSQD
 TU1785
 TU1785                          STATION DESCRIPTION
 TU1785
 TU1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1785'ON THE SOUTH COAST OF KAUAI, ON A ROCKY POINT 1 MILE WEST OF
 TU1785'KOLOA LANDING, AND JUST INSIDE HIGH-WATER MARK.  MARKED IN
 TU1785'1910 BY AN OLD 6 BY 6 INCH POST.  IN 1926 A PLANE TABLE
 TU1785'TRAVERSE WAS RUN TO THIS STATION FROM STATION HORN AND A MARK
 TU1785'FOUND CONSISTING OF A BADLY CORRODED 4-INCH IRON PIPE SET IN
 TU1785'CONCRETE AND PROJECTING ABOUT 2 FEET.  IT WAS BELIEVED TO BE
 TU1785'A RE-MARKING OF THE ORIGINAL STATION BY A LOCAL SURVEY.
 TU1785
 TU1785                          STATION RECOVERY (1966)
 TU1785
 TU1785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1785'A MARK CONSISTING OF A 2-INCH PIPE IN THE CENTER OF AN 8-INCH
 TU1785'SQUARE COPPER PLATE SET IN CONCRETE WAS FOUND BY INVERSE
 TU1785'FROM A TRIAL POINT ESTABLISHED NEARBY AND IS BELIEVED TO BE
 TU1785'THE STATION.  IT IS IN THE SOUTH END OF A LARGE LAWN OF A HOME
 TU1785'ON KA LAE KIKI POINT, 18 FEET NORTH OF END OF LAWN AND 18 FEET
 TU1785'NORTHEAST OF A LARGE, STONE AND-MORTAR BOX.  LOCATED ABOUT 2
 TU1785'MILES SOUTHWEST OF KOLOA AND 1-2-MILE WEST OF THE KUHIO HOTEL.
 TU1785
 TU1785                          STATION RECOVERY (1983)
 TU1785
 TU1785'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1785'STATION NOT FOUND.  VERY EXTENSIVE BEACH DAMAGE - BULKHEADS ALL HAVE
 TU1785'BEEN REPLACED SINCE HURRICANE EWA 1982.  BULLDOZED FILL HAS PRUSABLY
 TU1785'COVERED MARK.  (HOUSE AT KA LAE KIKI PT. IS IN SHAMBLES) SEE
 TU1785'ATTACHMENT RE STA SAND AND POST DIFFERENCES BETWEEN USC AND GS AND
 TU1785'MCBRYDE SUGAR CO.
 TU1785
 TU1785                          STATION RECOVERY (1984)
 TU1785
 TU1785'RECOVERY NOTE BY US POWER SQUADRON 1984 (EJS)
 TU1785'LOST BY HURRICANE EWA. RECHECKED WITH LOCAL RESIDENTS. NO TRACE OF
 TU1785'STONE AND MORTAR BOX FOUND AS DESCRIBED BY PMW 1966.
 TU1785
 TU1785                          STATION RECOVERY (1998)
 TU1785
 TU1785'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2054 ***********************************************************************
 TU2054  DESIGNATION -  POST 2
 TU2054  PID         -  TU2054
 TU2054  STATE/COUNTY-  HI/KAUAI
 TU2054  USGS QUAD   -  KEKAHA (1983)
 TU2054
 TU2054                         *CURRENT SURVEY CONTROL
 TU2054  ___________________________________________________________________
 TU2054* NAD 83(1993)-  22 01 11.75362(N)    159 47 09.28589(W)     ADJUSTED  
 TU2054* LOCAL TIDAL -                                                        
 TU2054  ___________________________________________________________________
 TU2054  EPOCH DATE  -        1993.62
 TU2054  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 TU2054  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2054
 TU2054  HORZ ORDER  -  THIRD
 TU2054
 TU2054.The horizontal coordinates were established by classical geodetic methods
 TU2054.and adjusted by the National Geodetic Survey in December 1998..
 TU2054.The horizontal coordinates are valid at the epoch date displayed above.
 TU2054.The epoch date for horizontal control is a decimal equivalence
 TU2054.of Year/Month/Day.
 TU2054
 TU2054
 TU2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2054
 TU2054.The geoid height was determined by GEOID03.
 TU2054
 TU2054;                    North         East     Units Scale Factor Converg.
 TU2054;SPC HI 4     -    20,689.297   470,480.369   MT  1.00000076   -0 06 25.9
 TU2054;UTM  04      - 2,435,241.688   418,886.922   MT  0.99968129   -0 17 40.8
 TU2054
 TU2054                          SUPERSEDED SURVEY CONTROL
 TU2054
 TU2054  NAD 83(1986)-  22 01 11.71756(N)    159 47 09.31148(W) AD(       ) 4
 TU2054  OLD HI      -  22 01 22.99000(N)    159 47 19.35000(W) AD(       ) 3
 TU2054
 TU2054.Superseded values are not recommended for survey control.
 TU2054.NGS no longer adjusts projects to the OLD HI datum.
 TU2054.See file dsdata.txt to determine how the superseded data were derived.
 TU2054
 TU2054_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1888735242(NAD 83)
 TU2054
 TU2054  HISTORY     - Date     Condition        Report By
 TU2054  HISTORY     - 1910     MONUMENTED       CGS
 TU2054  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2054
 TU2054                          STATION DESCRIPTION
 TU2054
 TU2054'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2054'ON THE WESTERN COAST OF KAUAI, ON THE BEACH 1 MILE SOUTH OF
 TU2054'MANA, 15 METERS BACK FROM AND 10 FEET ABOVE HIGH-WATER
 TU2054'MARK.  MARKED BY AN 8 BY 8 INCH SAWED-OFF FENCE POST.
 TU2054
 TU2054                          STATION RECOVERY (1966)
 TU2054
 TU2054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2054'STATION WAS SEARCHED FOR BUT NOT FOUND.  PROBABLY LOST AS
 TU2054'THIS IS A PURE SAND AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1284 ***********************************************************************
 TU1284  DESIGNATION -  POST OFFICE NW TWR INSTRUM CUP
 TU1284  PID         -  TU1284
 TU1284  STATE/COUNTY-  HI/HONOLULU
 TU1284  USGS QUAD   -  HONOLULU (1983)
 TU1284
 TU1284                         *CURRENT SURVEY CONTROL
 TU1284  ___________________________________________________________________
 TU1284* NAD 83(1993)-  21 18 22.38870(N)    157 51 38.68182(W)     ADJUSTED  
 TU1284* LOCAL TIDAL -                                                        
 TU1284  ___________________________________________________________________
 TU1284  EPOCH DATE  -        1993.62
 TU1284  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 TU1284  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1284
 TU1284  HORZ ORDER  -  THIRD
 TU1284
 TU1284.The horizontal coordinates were established by classical geodetic methods
 TU1284.and adjusted by the National Geodetic Survey in December 1998..
 TU1284.The horizontal coordinates are valid at the epoch date displayed above.
 TU1284.The epoch date for horizontal control is a decimal equivalence
 TU1284.of Year/Month/Day.
 TU1284
 TU1284
 TU1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1284
 TU1284.The geoid height was determined by GEOID03.
 TU1284
 TU1284;                    North         East     Units Scale Factor Converg.
 TU1284;SPC HI 3     -    15,457.485   514,448.533   MT  0.99999258   +0 03 02.2
 TU1284;UTM  04      - 2,356,465.250   618,164.020   MT  0.99977254   +0 24 50.4
 TU1284
 TU1284                          SUPERSEDED SURVEY CONTROL
 TU1284
 TU1284  NAD 83(1986)-  21 18 22.33771(N)    157 51 38.69189(W) AD(       ) 4
 TU1284  OLD HI      -  21 18 33.72400(N)    157 51 48.56400(W) AD(       ) 3
 TU1284
 TU1284.Superseded values are not recommended for survey control.
 TU1284.NGS no longer adjusts projects to the OLD HI datum.
 TU1284.See file dsdata.txt to determine how the superseded data were derived.
 TU1284
 TU1284_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1816456465(NAD 83)
 TU1284
 TU1284  HISTORY     - Date     Condition        Report By
 TU1284  HISTORY     - 1925     MONUMENTED       CGS
 TU1284  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1284  HISTORY     - 19990927 GOOD             USPSQD
 TU1284
 TU1284                          STATION DESCRIPTION
 TU1284
 TU1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1284'SLENDER CUPOLA ON MASSIVE SQUARE YELLOW TOWER, THE NORTHWESTERN
 TU1284'OF TWIN TOWERS RISING FROM THE FEDERAL BUILDING.  ON THIS CUPOLA
 TU1284'ARE AN ANEMOMETER AND OTHER WEATHER BUREAU INSTRUMENTS.
 TU1284
 TU1284                          STATION RECOVERY (1964)
 TU1284
 TU1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1284'STATION WAS RECOVERED.  IT IS A SLENDER, OCTAGON-SHAPED,
 TU1284'LOUVERED CUPOLA SETTING ON TOP OF THE NORTHWEST ONE OF THE TWIN
 TU1284'TOWERS ON THE FEDERAL BUILDING IN HONOLULU.
 TU1284
 TU1284                          STATION RECOVERY (1999)
 TU1284
 TU1284'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1281 ***********************************************************************
 TU1281  DESIGNATION -  POST OFFICE SE TOWER FLAGSTAFF
 TU1281  PID         -  TU1281
 TU1281  STATE/COUNTY-  HI/HONOLULU
 TU1281  USGS QUAD   -  HONOLULU (1983)
 TU1281
 TU1281                         *CURRENT SURVEY CONTROL
 TU1281  ___________________________________________________________________
 TU1281* NAD 83(1993)-  21 18 21.22564(N)    157 51 37.82695(W)     ADJUSTED  
 TU1281* LOCAL TIDAL -                                                        
 TU1281  ___________________________________________________________________
 TU1281  EPOCH DATE  -        1993.62
 TU1281  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 TU1281  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1281
 TU1281  HORZ ORDER  -  THIRD
 TU1281
 TU1281.The horizontal coordinates were established by classical geodetic methods
 TU1281.and adjusted by the National Geodetic Survey in December 1998..
 TU1281.The horizontal coordinates are valid at the epoch date displayed above.
 TU1281.The epoch date for horizontal control is a decimal equivalence
 TU1281.of Year/Month/Day.
 TU1281
 TU1281
 TU1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1281
 TU1281.The geoid height was determined by GEOID03.
 TU1281
 TU1281;                    North         East     Units Scale Factor Converg.
 TU1281;SPC HI 3     -    15,421.736   514,473.203   MT  0.99999259   +0 03 02.5
 TU1281;UTM  04      - 2,356,429.666   618,188.911   MT  0.99977261   +0 24 50.7
 TU1281
 TU1281                          SUPERSEDED SURVEY CONTROL
 TU1281
 TU1281  NAD 83(1986)-  21 18 21.17551(N)    157 51 37.83510(W) AD(       ) 4
 TU1281  OLD HI      -  21 18 32.56200(N)    157 51 47.70900(W) AD(       ) 3
 TU1281
 TU1281.Superseded values are not recommended for survey control.
 TU1281.NGS no longer adjusts projects to the OLD HI datum.
 TU1281.See file dsdata.txt to determine how the superseded data were derived.
 TU1281
 TU1281_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1818956430(NAD 83)
 TU1281
 TU1281  HISTORY     - Date     Condition        Report By
 TU1281  HISTORY     - 1925     MONUMENTED       CGS
 TU1281  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1281  HISTORY     - 19990927 GOOD             USPSQD
 TU1281
 TU1281                          STATION DESCRIPTION
 TU1281
 TU1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1281'FLAGSTAFF ON MASSIVE SQUARE YELLOW TOWER, THE SOUTHEASTERN OF
 TU1281'TWIN TOWERS, RISING FROM THE FEDERAL BUILDING.
 TU1281
 TU1281                          STATION RECOVERY (1964)
 TU1281
 TU1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1281'THE FLAGSTAFF HAS BEEN REMOVED, BUT THE SOUTHEAST TWIN TOWER
 TU1281'REMAINS.
 TU1281
 TU1281                          STATION RECOVERY (1999)
 TU1281
 TU1281'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1722 ***********************************************************************
 TU1722  DESIGNATION -  POT 124+29.46 LUALUALEI
 TU1722  PID         -  TU1722
 TU1722  STATE/COUNTY-  HI/HONOLULU
 TU1722  USGS QUAD   -  WAIANAE (1983)
 TU1722
 TU1722                         *CURRENT SURVEY CONTROL
 TU1722  ___________________________________________________________________
 TU1722* NAD 83(1993)-  21 23 15.61965(N)    158 09 07.46649(W)     ADJUSTED  
 TU1722* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1722  ___________________________________________________________________
 TU1722  EPOCH DATE  -        1993.62
 TU1722  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 TU1722  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1722
 TU1722  HORZ ORDER  -  THIRD
 TU1722
 TU1722.The horizontal coordinates were established by classical geodetic methods
 TU1722.and adjusted by the National Geodetic Survey in December 1998..
 TU1722.The horizontal coordinates are valid at the epoch date displayed above.
 TU1722.The epoch date for horizontal control is a decimal equivalence
 TU1722.of Year/Month/Day.
 TU1722
 TU1722.The orthometric height was scaled from a topographic map.
 TU1722
 TU1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1722
 TU1722.The geoid height was determined by GEOID03.
 TU1722
 TU1722;                    North         East     Units Scale Factor Converg.
 TU1722;SPC HI 3     -    24,477.255   484,230.133   MT  0.99999307   -0 03 19.6
 TU1722;UTM  04      - 2,365,290.552   587,896.756   MT  0.99969547   +0 18 33.3
 TU1722
 TU1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1722!SPC HI 3     -   0.99999711  x   0.99999307  =   0.99999018
 TU1722!UTM  04      -   0.99999711  x   0.99969547  =   0.99969258
 TU1722
 TU1722:                Primary Azimuth Mark                     Grid Az
 TU1722:SPC HI 3     -  PI MON 1 A                               134 45 42.2
 TU1722:UTM  04      -  PI MON 1 A                               134 23 49.3
 TU1722
 TU1722|---------------------------------------------------------------------|
 TU1722| PID    Reference Object                     Distance      Geod. Az  |
 TU1722|                                                           dddmmss.s |
 TU1722| TU1721 PI MON 1 A                          APPROX. 0.6 KM 1344222.6 |
 TU1722|---------------------------------------------------------------------|
 TU1722
 TU1722                          SUPERSEDED SURVEY CONTROL
 TU1722
 TU1722  NAD 83(1986)-  21 23 15.56766(N)    158 09 07.47850(W) AD(       ) 3
 TU1722  OLD HI      -  21 23 26.95285(N)    158 09 17.36885(W) AD(       ) 3
 TU1722
 TU1722.Superseded values are not recommended for survey control.
 TU1722.NGS no longer adjusts projects to the OLD HI datum.
 TU1722.See file dsdata.txt to determine how the superseded data were derived.
 TU1722
 TU1722_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8789765291(NAD 83)
 TU1722
 TU1722  HISTORY     - Date     Condition        Report By
 TU1722  HISTORY     - 1970     MONUMENTED       HIDT
 TU1722
 TU1722                          STATION DESCRIPTION
 TU1722
 TU1722'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1722'STATION IS LOCATED ON THE NORTHWEST SIDE OF THE INTERSECTION
 TU1722'OF HIGHWAY 90 AND LUALUALEI NAVAL AMMUNITION DEPOT ROAD, WEST OF
 TU1722'U.S. POST OFFICE, NANAKULI BRANCH, ABOUT THE WHITE LINE THAT
 TU1722'DENOTES THE LIMITS OF A FOUR LANE HIGHWAY.
 TU1722'
 TU1722'STATION MARK IS A STANDARD STATE HIGHWAY 1/2 INCH BRASS PIN
 TU1722'SET IN CONCRETE TO MARK THE CENTERLINES AND BASELINES OF
 TU1722'HIGHWAYS.  TIES TO STATION ARE--SE 40.0 FT. FROM UTILITY POLE
 TU1722'69, S 34.7 FT. FROM THE CORNER OF A CORRUGATED IRON FENCE,
 TU1722'SW 2.85 FT. FROM WATER VALVE AND NE 21.5 FT. FROM THE CENTERLINE
 TU1722'OF HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2760 ***********************************************************************
 TU2760  DESIGNATION -  PRIMARY POINT 2
 TU2760  PID         -  TU2760
 TU2760  STATE/COUNTY-  HI/HAWAII
 TU2760  USGS QUAD   -  KAWAIHAE (1995)
 TU2760
 TU2760                         *CURRENT SURVEY CONTROL
 TU2760  ___________________________________________________________________
 TU2760* NAD 83(1993)-  20 15 57.46991(N)    155 51 28.94980(W)     ADJUSTED  
 TU2760* LOCAL TIDAL -        24.7    (meters)      81.     (feet)  VERT ANG  
 TU2760  ___________________________________________________________________
 TU2760  EPOCH DATE  -        1993.62
 TU2760  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 TU2760  GEOID HEIGHT-          17.51  (meters)                     GEOID03
 TU2760
 TU2760  HORZ ORDER  -  SECOND
 TU2760
 TU2760.The horizontal coordinates were established by classical geodetic methods
 TU2760.and adjusted by the National Geodetic Survey in December 1998..
 TU2760.The horizontal coordinates are valid at the epoch date displayed above.
 TU2760.The epoch date for horizontal control is a decimal equivalence
 TU2760.of Year/Month/Day.
 TU2760
 TU2760.The orthometric height was determined by vertical angle observations.
 TU2760
 TU2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2760
 TU2760.The geoid height was determined by GEOID03.
 TU2760
 TU2760;                    North         East     Units Scale Factor Converg.
 TU2760;SPC HI 1     -   158,625.626   462,596.380   MT  0.99998395   -0 07 26.5
 TU2760;UTM  05      - 2,243,494.051   201,444.488   MT  1.00070181   -0 59 26.5
 TU2760
 TU2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2760!SPC HI 1     -   0.99999337  x   0.99998395  =   0.99997732
 TU2760!UTM  05      -   0.99999337  x   1.00070181  =   1.00069517
 TU2760
 TU2760|---------------------------------------------------------------------|
 TU2760| PID    Reference Object                     Distance      Geod. Az  |
 TU2760|                                                           dddmmss.s |
 TU2760| CN6032 PRIMARY POINT 2 WM 3 CAP             42.186 METERS 10440     |
 TU2760| CN6033 PRIMARY POINT 2 RM 4                105.305 METERS 14051     |
 TU2760| CN6030 PRIMARY POINT 2 WM 1 CAP            122.485 METERS 19927     |
 TU2760| TU2758 HAWI UPOLU AIRPORT BCN              APPROX. 0.5 KM 2302140.4 |
 TU2760| TU2761 LORAN C TOWER                       APPROX. 3.5 KM 2341347.6 |
 TU2760| CN6031 PRIMARY POINT 2 WM 2 CAP             74.454 METERS 24256     |
 TU2760| TU2759 PRIMARY POINT 2 RM 5                456.842 METERS 2584139.8 |
 TU2760|---------------------------------------------------------------------|
 TU2760
 TU2760                          SUPERSEDED SURVEY CONTROL
 TU2760
 TU2760  NAD 83(1986)-  20 15 57.43868(N)    155 51 28.94489(W) AD(       ) 2
 TU2760  OLD HI      -  20 16 08.51686(N)    155 51 38.99427(W) AD(       ) 2
 TU2760
 TU2760.Superseded values are not recommended for survey control.
 TU2760.NGS no longer adjusts projects to the OLD HI datum.
 TU2760.See file dsdata.txt to determine how the superseded data were derived.
 TU2760
 TU2760_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0144443494(NAD 83)
 TU2760_MARKER: Z = SEE DESCRIPTION
 TU2760_SETTING: 0 = UNSPECIFIED SETTING
 TU2760
 TU2760  HISTORY     - Date     Condition        Report By
 TU2760  HISTORY     - 1977     MONUMENTED       NGS
 TU2760
 TU2760                          STATION DESCRIPTION
 TU2760
 TU2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2760'THE STATION IS LOCATED ON THE NORTH SIDE OF THE UPOLU AIRSTRIP,
 TU2760'91 FEET WEST OF THE EXTENDED CENTERLINE OF A GRADED ROAD, 84
 TU2760'FEET NORTH OF THE NORTH EDGE OF THE MAIN RUNWAY, 74 FEET NORTH
 TU2760'OF A RUNWAY LIGHT AND OPPOSITE AN OLD METAL BUILDING ON THE SOUTH
 TU2760'SIDE OF THE RUNWAY.  IT IS A USGS DISK, UNSTAMPED, SET IN AN
 TU2760'IRREGULAR MASS OF CONCRETE ABOUT 8 INCHES UNDERGROUND.
 TU2760'
 TU2760'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25
 TU2760'AND 27 IN HAWI, GO WEST ON HIGHWAY 27 FOR 1.25 MILES TO A ROAD
 TU2760'RIGHT.  TURN RIGHT AND GO NORTH ON PAVED AND GRADED ROAD FOR 1.8
 TU2760'MILES TO THE UPOLU AIRSTRIP AND THE STATION AS DESCRIBED.
 TU2760'
 TU2760'REFERENCE MARK 1 IS A CROSS ON THE TOP OF A BRASS SURVEYORS CAP
 TU2760'SURROUNDED BY CONCRETE AND 4 INCHES BELOW GROUND LEVEL.  IT IS
 TU2760'32 FEET NORTHWEST OF A METAL UTILITY LIGHT POLE, 31 FEET NORTH OF
 TU2760'THE EXTENDED LINE OF THE SOUTH EDGE OF A PAVED PARKING RAMP AND
 TU2760'83 FEET SOUTHWEST OF A BLUE RUNWAY LIGHT.
 TU2760'
 TU2760'REFERENCE MARK 2 IS A CROSS ON THE TOP OF A BRASS SURVEYORS CAP
 TU2760'SURROUNDED BY CONCRETE AND ABOUT 8 INCHES BELOW GROUND LEVEL.  IT
 TU2760'IS 24 FEET NORTH OF THE NORTH EDGE OF THE MAIN RUNWAY PAVEMENT
 TU2760'AND 40 FEET NORTHWEST OF A WHITE RUNWAY LIGHT.
 TU2760'
 TU2760'REFERENCE MARK 3 IS A CROSS ON THE TOP OF A BRASS SURVEYORS CAP
 TU2760'SURROUNDED BY CONCRETE AND ABOUT 6 INCHES BELOW GROUND LEVEL.  IT
 TU2760'IS 19 FEET NORTH OF THE NORTH EDGE OF MAIN RUNWAY PAVEMENT, 78
 TU2760'FEET WEST OF A WHITE RUNWAY LIGHT AND 28 FEET EAST OF THE EXTENDED
 TU2760'CENTERLINE OF THE GRADED ROAD.
 TU2760'
 TU2760'REFERENCE MARK 4 IS A STANDARD USGS DISK, UNSTAMPED, SET IN AN
 TU2760'IRREGULAR MASS OF CONCRETE 6 INCHES BELOW THE GROUND LEVEL.  IT IS
 TU2760'14 FEET NORTH OF A FENCE, 22 FEET NORTHEAST OF A PIPE FENCE CORNER
 TU2760'POST AND 45 FEET SOUTHEAST OF A BLUE RUNWAY LIGHT.
 TU2760'
 TU2760'REFERENCE MARK 5 IS A STANDARD USGS DISK, UNSTAMPED, SET IN AN
 TU2760'IRREGULAR MASS OF CONCRETE ABOUT 8 INCHES BELOW THE GROUND
 TU2760'SURFACE.  IT IS 128 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY
 TU2760'PAVEMENT, 201 FEET EAST OF AN AIRSOCK, 32 FEET SOUTH OF THE NORTH
 TU2760'EDGE OF A SMALL BLUFF AND 152 FEET NORTHWEST OF A RUNWAY LIGHT.
 TU2760'
 TU2760'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 TU2760'
 TU2760'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2760'ABOUT 2-1/2 MILES NORTHWEST OF HAWI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2759 ***********************************************************************
 TU2759  DESIGNATION -  PRIMARY POINT 2 RM 5
 TU2759  PID         -  TU2759
 TU2759  STATE/COUNTY-  HI/HAWAII
 TU2759  USGS QUAD   -  KAWAIHAE (1995)
 TU2759
 TU2759                         *CURRENT SURVEY CONTROL
 TU2759  ___________________________________________________________________
 TU2759* NAD 83(1993)-  20 15 54.55739(N)    155 51 44.38684(W)     ADJUSTED  
 TU2759* LOCAL TIDAL -        27.2    (meters)      89.     (feet)  VERT ANG  
 TU2759  ___________________________________________________________________
 TU2759  EPOCH DATE  -        1993.62
 TU2759  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 TU2759  GEOID HEIGHT-          17.50  (meters)                     GEOID03
 TU2759
 TU2759  HORZ ORDER  -  SECOND
 TU2759
 TU2759.The horizontal coordinates were established by classical geodetic methods
 TU2759.and adjusted by the National Geodetic Survey in December 1998..
 TU2759.The horizontal coordinates are valid at the epoch date displayed above.
 TU2759.The epoch date for horizontal control is a decimal equivalence
 TU2759.of Year/Month/Day.
 TU2759
 TU2759.The orthometric height was determined by vertical angle observations.
 TU2759
 TU2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2759
 TU2759.The geoid height was determined by GEOID03.
 TU2759
 TU2759;                    North         East     Units Scale Factor Converg.
 TU2759;SPC HI 1     -   158,537.037   462,148.217   MT  0.99998437   -0 07 31.8
 TU2759;UTM  05      - 2,243,412.192   200,994.713   MT  1.00070513   -0 59 31.7
 TU2759
 TU2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2759!SPC HI 1     -   0.99999297  x   0.99998437  =   0.99997734
 TU2759!UTM  05      -   0.99999297  x   1.00070513  =   1.00069810
 TU2759
 TU2759:                Primary Azimuth Mark                     Grid Az
 TU2759:SPC HI 1     -  PRIMARY POINT 2                          078 49 06.3
 TU2759:UTM  05      -  PRIMARY POINT 2                          079 41 06.2
 TU2759
 TU2759|---------------------------------------------------------------------|
 TU2759| PID    Reference Object                     Distance      Geod. Az  |
 TU2759|                                                           dddmmss.s |
 TU2759| TU2760 PRIMARY POINT 2                     456.842 METERS 0784134.5 |
 TU2759| TU2758 HAWI UPOLU AIRPORT BCN              252.098 METERS 17102     |
 TU2759| TU2761 LORAN C TOWER                       APPROX. 3.1 KM 2304532.3 |
 TU2759| TU2756 KEALAHEWA 2                         APPROX. 0.6 KM 2653749.3 |
 TU2759|---------------------------------------------------------------------|
 TU2759
 TU2759                          SUPERSEDED SURVEY CONTROL
 TU2759
 TU2759  NAD 83(1986)-  20 15 54.52627(N)    155 51 44.38155(W) AD(       ) 2
 TU2759  OLD HI      -  20 16 05.60358(N)    155 51 54.43170(W) AD(       ) 2
 TU2759
 TU2759.Superseded values are not recommended for survey control.
 TU2759.NGS no longer adjusts projects to the OLD HI datum.
 TU2759.See file dsdata.txt to determine how the superseded data were derived.
 TU2759
 TU2759_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0099543412(NAD 83)
 TU2759_MARKER: Z = SEE DESCRIPTION
 TU2759_SETTING: 0 = UNSPECIFIED SETTING
 TU2759
 TU2759  HISTORY     - Date     Condition        Report By
 TU2759  HISTORY     - 1977     MONUMENTED       NGS
 TU2759
 TU2759                          STATION DESCRIPTION
 TU2759
 TU2759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2759'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF HAWI, AT
 TU2759'THE UPOLU AIRPORT AND NORTH OF THE RUNWAY.
 TU2759'
 TU2759'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND
 TU2759'27 IN HAWI, GO WEST ON HIGHWAY 27 FOR 1.25 MILES TO A ROAD
 TU2759'RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED AND GRADED ROAD FOR 1.8
 TU2759'MILES TO THE UPOLU AIRSTRIP AND THE STATION AS DESCRIBED.
 TU2759'
 TU2759'THE STATION MARK IS A USGS DISK, UNSTAMPED, SET IN AN IRREGULAR
 TU2759'MASS OF CONCRETE THAT IS ABOUT 8 INCHES BELOW THE GROUND
 TU2759'SURFACE.  IT IS 128 FEET NORTH OF THE NORTH EDGE OF THE RUNWAY
 TU2759'PAVEMENT, 201 FEET EAST OF AN AIRSOCK, 32 FEET SOUTH OF THE NORTH
 TU2759'EDGE OF A SMALL BLUFF AND 152 FEET NORTHWEST OF A RUNWAY LIGHT.
 TU2759'
 TU2759'PRIMARY POINT 2 IS A USGS DISK, UNSTAMPED, SET IN AN IRREGULAR
 TU2759'MASS OF CONCRETE ABOUT 8 INCHES BELOW THE GROUND SURFACE.  IT IS
 TU2759'91 FEET FEET WEST OF THE EXTENDED CENTERLINE OF A GRADED ROAD, 84
 TU2759'FEET NORTH OF THE NORTH EDGE OF THE MAIN RUNWAY, 74 FEET NORTH
 TU2759'OF A RUNWAY LIGHT AND OPPOSITE AN OLD METAL BUILDING ON THE SOUTH
 TU2759'SIDE OF THE RUNWAY.
 TU2759'
 TU2759'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 TU2759'
 TU2759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2759'ABOUT 2-1/2 MILES NORTHWEST OF HAWI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1898 ***********************************************************************
 TU1898  DESIGNATION -  PROMINENT PEAK PROM
 TU1898  PID         -  TU1898
 TU1898  STATE/COUNTY-  HI/KAUAI
 TU1898  USGS QUAD   -  ANAHOLA (1996)
 TU1898
 TU1898                         *CURRENT SURVEY CONTROL
 TU1898  ___________________________________________________________________
 TU1898* NAD 83(1993)-  22 09 35.54410(N)    159 19 48.65199(W)     ADJUSTED  
 TU1898* LOCAL TIDAL -                                                        
 TU1898  ___________________________________________________________________
 TU1898  EPOCH DATE  -        1993.62
 TU1898  LAPLACE CORR-         -13.49  (seconds)                    DEFLEC99
 TU1898  GEOID HEIGHT-          14.98  (meters)                     GEOID03
 TU1898
 TU1898  HORZ ORDER  -  THIRD
 TU1898
 TU1898.The horizontal coordinates were established by classical geodetic methods
 TU1898.and adjusted by the National Geodetic Survey in December 1998..
 TU1898.The horizontal coordinates are valid at the epoch date displayed above.
 TU1898.The epoch date for horizontal control is a decimal equivalence
 TU1898.of Year/Month/Day.
 TU1898
 TU1898
 TU1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1898
 TU1898.The geoid height was determined by GEOID03.
 TU1898
 TU1898;                    North         East     Units Scale Factor Converg.
 TU1898;SPC HI 4     -    36,167.282   517,515.984   MT  0.99999379   +0 03 50.6
 TU1898;UTM  04      - 2,450,559.870   465,956.625   MT  0.99961432   -0 07 28.4
 TU1898
 TU1898                          SUPERSEDED SURVEY CONTROL
 TU1898
 TU1898  NAD 83(1986)-  22 09 35.50691(N)    159 19 48.70959(W) AD(       ) 4
 TU1898  OLD HI      -  22 09 46.86700(N)    159 19 58.79700(W) AD(       ) 3
 TU1898
 TU1898.Superseded values are not recommended for survey control.
 TU1898.NGS no longer adjusts projects to the OLD HI datum.
 TU1898.See file dsdata.txt to determine how the superseded data were derived.
 TU1898
 TU1898_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6595750560(NAD 83)
 TU1898_MARKER: 03 = MOUNTAIN PEAK
 TU1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1898+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 TU1898
 TU1898  HISTORY     - Date     Condition        Report By
 TU1898  HISTORY     - 1927     FIRST OBSERVED   CGS
 TU1898  HISTORY     - 1965     GOOD             CGS
 TU1898  HISTORY     - 1983     GOOD             USPSQD
 TU1898  HISTORY     - 1988     GOOD             USPSQD
 TU1898  HISTORY     - 19910620 GOOD             USPSQD
 TU1898  HISTORY     - 20050926 GOOD             USPSQD
 TU1898
 TU1898                          STATION DESCRIPTION
 TU1898
 TU1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1898'IN NORTHEASTERN PART OF KAUAI, A PROMINENT, PINNACLE, CONELIKE
 TU1898'PEAK, ABOUT 1/2 MILE NORTH OF KIKOO.  TO A SHIP UNFAMILIAR WITH
 TU1898'KAUAI, AND SAILING ALONG ITS NORTH COAST, PROM IS LIKELY TO BE
 TU1898'CONFUSED WITH PUU KONANAE.
 TU1898
 TU1898                          STATION RECOVERY (1965)
 TU1898
 TU1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1898'STATION WAS IDENTIFIED AND IS IN GOOD CONDITION.
 TU1898'
 TU1898'LOCATED ABOUT 1-3/4 MILES NORTHWEST OF ANAHOLA AND 3/4-MILE
 TU1898'NORTH OF HOLE-IN-THE-MOUNTAIN, ON NORTHEAST END OF A SPUR RIDGE
 TU1898'RUNNING DOWN FROM THE MAIN, HIGH MOUNTAINS.
 TU1898'
 TU1898'STATION IS A SHARP, CONE-SHAPED PEAK OF ABOUT 1121 FEET ELEVATION,
 TU1898'NOT TO BE CONFUSED WITH THE TWO VERY PROMINENT SPIRES AT EXTREME
 TU1898'EAST END OF THE MAIN MOUNTAIN RANGE.
 TU1898
 TU1898                          STATION RECOVERY (1983)
 TU1898
 TU1898'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1898'STATION RECOVERED GOOD.  IDENT. AS DESCRIBED BY DMW 1965.
 TU1898
 TU1898                          STATION RECOVERY (1988)
 TU1898
 TU1898'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1898'RECOVERED IN GOOD CONDITION.
 TU1898
 TU1898                          STATION RECOVERY (1991)
 TU1898
 TU1898'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1898'RECOVERED IN GOOD CONDITION.
 TU1898
 TU1898                          STATION RECOVERY (2005)
 TU1898
 TU1898'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1436 ***********************************************************************
 TU1436  DESIGNATION -  PROPERTY COR MARKER PIPE 1964
 TU1436  PID         -  TU1436
 TU1436  STATE/COUNTY-  HI/HONOLULU
 TU1436  USGS QUAD   -  HONOLULU (1983)
 TU1436
 TU1436                         *CURRENT SURVEY CONTROL
 TU1436  ___________________________________________________________________
 TU1436* NAD 83(1993)-  21 19 17.99745(N)    157 53 30.54450(W)     ADJUSTED  
 TU1436* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1436  ___________________________________________________________________
 TU1436  EPOCH DATE  -        1993.62
 TU1436  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 TU1436  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1436
 TU1436  HORZ ORDER  -  THIRD
 TU1436
 TU1436.The horizontal coordinates were established by classical geodetic methods
 TU1436.and adjusted by the National Geodetic Survey in December 1998..
 TU1436.No horizontal observational check was made to the station.
 TU1436.The horizontal coordinates are valid at the epoch date displayed above.
 TU1436.The epoch date for horizontal control is a decimal equivalence
 TU1436.of Year/Month/Day.
 TU1436
 TU1436.The orthometric height was scaled from a topographic map.
 TU1436
 TU1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1436
 TU1436.The geoid height was determined by GEOID03.
 TU1436
 TU1436;                    North         East     Units Scale Factor Converg.
 TU1436;SPC HI 3     -    17,165.236   511,223.353   MT  0.99999156   +0 02 21.6
 TU1436;UTM  04      - 2,358,152.126   614,928.794   MT  0.99976322   +0 24 10.7
 TU1436
 TU1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1436!SPC HI 3     -   0.99999723  x   0.99999156  =   0.99998879
 TU1436!UTM  04      -   0.99999723  x   0.99976322  =   0.99976045
 TU1436
 TU1436                          SUPERSEDED SURVEY CONTROL
 TU1436
 TU1436  NAD 83(1986)-  21 19 17.94658(N)    157 53 30.55374(W) AD(       ) 3
 TU1436  OLD HI      -  21 19 29.32600(N)    157 53 40.42900(W) AD(       ) 3
 TU1436
 TU1436.Superseded values are not recommended for survey control.
 TU1436.NGS no longer adjusts projects to the OLD HI datum.
 TU1436.See file dsdata.txt to determine how the superseded data were derived.
 TU1436
 TU1436_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1492958152(NAD 83)
 TU1436
 TU1436  HISTORY     - Date     Condition        Report By
 TU1436  HISTORY     - 1964     MONUMENTED       CGS
 TU1436
 TU1436                          STATION DESCRIPTION
 TU1436
 TU1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU1436'SEE STATION KALIHI 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1466 ***********************************************************************
 TU1466  DESIGNATION -  PROTESTANT CHURCH SPIRE
 TU1466  PID         -  TU1466
 TU1466  STATE/COUNTY-  HI/HONOLULU
 TU1466  USGS QUAD   -  KAHANA (1983)
 TU1466
 TU1466                         *CURRENT SURVEY CONTROL
 TU1466  ___________________________________________________________________
 TU1466* NAD 83(1993)-  21 35 11.47820(N)    157 53 17.14306(W)     ADJUSTED  
 TU1466* LOCAL TIDAL -                                                        
 TU1466  ___________________________________________________________________
 TU1466  EPOCH DATE  -        1993.62
 TU1466  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 TU1466  GEOID HEIGHT-          14.53  (meters)                     GEOID03
 TU1466
 TU1466  HORZ ORDER  -  THIRD
 TU1466
 TU1466.The horizontal coordinates were established by classical geodetic methods
 TU1466.and adjusted by the National Geodetic Survey in December 1998..
 TU1466.The horizontal coordinates are valid at the epoch date displayed above.
 TU1466.The epoch date for horizontal control is a decimal equivalence
 TU1466.of Year/Month/Day.
 TU1466
 TU1466
 TU1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1466
 TU1466.The geoid height was determined by GEOID03.
 TU1466
 TU1466;                    North         East     Units Scale Factor Converg.
 TU1466;SPC HI 3     -    46,490.874   511,588.608   MT  0.99999166   +0 02 28.2
 TU1466;UTM  04      - 2,387,472.807   615,106.776   MT  0.99976372   +0 24 32.8
 TU1466
 TU1466                          SUPERSEDED SURVEY CONTROL
 TU1466
 TU1466  NAD 83(1986)-  21 35 11.42949(N)    157 53 17.15192(W) AD(       ) 4
 TU1466  OLD HI      -  21 35 22.88500(N)    157 53 27.13400(W) AD(       ) 3
 TU1466
 TU1466.Superseded values are not recommended for survey control.
 TU1466.NGS no longer adjusts projects to the OLD HI datum.
 TU1466.See file dsdata.txt to determine how the superseded data were derived.
 TU1466
 TU1466_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1510787473(NAD 83)
 TU1466
 TU1466  HISTORY     - Date     Condition        Report By
 TU1466  HISTORY     - UNK      MONUMENTED
 TU1466  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1466  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1466
 TU1466                          STATION DESCRIPTION
 TU1466
 TU1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1466'THE STATION IS IN THE LOCALITY OF PANALUU.  IT HAS BEEN DESTROYED.
 TU1466'A NEW BUILDING HAS BEEN BUILT ABOUT 100 METERS S OF THE OLD
 TU1466'SITE.
 TU1466
 TU1466                          STATION RECOVERY (1964)
 TU1466
 TU1466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1466'THE STATION IS DESTROYED.  APPARENTLY REMOVED LONG AGO.  THERE
 TU1466'ARE NOW ONLY HOMES IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1726 ***********************************************************************
 TU1726  DESIGNATION -  PT 223+58.26
 TU1726  PID         -  TU1726
 TU1726  STATE/COUNTY-  HI/HONOLULU
 TU1726  USGS QUAD   -  WAIANAE (1983)
 TU1726
 TU1726                         *CURRENT SURVEY CONTROL
 TU1726  ___________________________________________________________________
 TU1726* NAD 83(1993)-  21 23 52.51882(N)    158 10 03.42829(W)     ADJUSTED  
 TU1726* LOCAL TIDAL -         7.     (meters)      23.     (feet)  SCALED    
 TU1726  ___________________________________________________________________
 TU1726  EPOCH DATE  -        1993.62
 TU1726  LAPLACE CORR-           7.83  (seconds)                    DEFLEC99
 TU1726  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1726
 TU1726  HORZ ORDER  -  THIRD
 TU1726
 TU1726.The horizontal coordinates were established by classical geodetic methods
 TU1726.and adjusted by the National Geodetic Survey in December 1998..
 TU1726.The horizontal coordinates are valid at the epoch date displayed above.
 TU1726.The epoch date for horizontal control is a decimal equivalence
 TU1726.of Year/Month/Day.
 TU1726
 TU1726.The orthometric height was scaled from a topographic map.
 TU1726
 TU1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1726
 TU1726.The geoid height was determined by GEOID03.
 TU1726
 TU1726;                    North         East     Units Scale Factor Converg.
 TU1726;SPC HI 3     -    25,613.764   482,619.352   MT  0.99999373   -0 03 40.2
 TU1726;UTM  04      - 2,366,416.445   586,279.257   MT  0.99969199   +0 18 13.3
 TU1726
 TU1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1726!SPC HI 3     -   0.99999649  x   0.99999373  =   0.99999022
 TU1726!UTM  04      -   0.99999649  x   0.99969199  =   0.99968848
 TU1726
 TU1726:                Primary Azimuth Mark                     Grid Az
 TU1726:SPC HI 3     -  POC 241+00                               108 23 59.7
 TU1726:UTM  04      -  POC 241+00                               108 02 06.2
 TU1726
 TU1726|---------------------------------------------------------------------|
 TU1726| PID    Reference Object                     Distance      Geod. Az  |
 TU1726|                                                           dddmmss.s |
 TU1726| TU1725 POC 241+00                          APPROX. 0.5 KM 1082019.5 |
 TU1726| TU1727 NEL 2                               150.435 METERS 25429     |
 TU1726|---------------------------------------------------------------------|
 TU1726
 TU1726                          SUPERSEDED SURVEY CONTROL
 TU1726
 TU1726  NAD 83(1986)-  21 23 52.46668(N)    158 10 03.44048(W) AD(       ) 3
 TU1726  OLD HI      -  21 24 03.85279(N)    158 10 13.33196(W) AD(       ) 3
 TU1726
 TU1726.Superseded values are not recommended for survey control.
 TU1726.NGS no longer adjusts projects to the OLD HI datum.
 TU1726.See file dsdata.txt to determine how the superseded data were derived.
 TU1726
 TU1726_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8627966416(NAD 83)
 TU1726_MARKER: Z = SEE DESCRIPTION
 TU1726_SETTING: 0 = UNSPECIFIED SETTING
 TU1726
 TU1726  HISTORY     - Date     Condition        Report By
 TU1726  HISTORY     - 1970     MONUMENTED       HIDT
 TU1726
 TU1726                          STATION DESCRIPTION
 TU1726
 TU1726'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1726'TO REACH STATION FROM THE U.S. POST OFFICE, NANAKULI BRANCH,
 TU1726'AT THE INTERSECTION OF HIGHWAY 90 AND LUALUALEI AMMUNITION
 TU1726'DEPOT ROAD, PROCEED 1.3 MILES NORTHWEST ALONG HIGHWAY 90 TO
 TU1726'STATION.  STATION IS LOCATED SLIGHTLY OFF THE CENTERLINE
 TU1726'DIVISIONAL MARKINGS OF HIGHWAY 90.
 TU1726'
 TU1726'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED
 TU1726'223+58.26 SET IN CONCRETE AND LEVEL WITH THE ROAD.  TIES TO
 TU1726'STATION ARE--S 38.6 FT. FROM UTILITY POLE 114 AND SW
 TU1726'56.7 FT. FROM POLE 63T.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1735 ***********************************************************************
 TU1735  DESIGNATION -  PT 795+18.65
 TU1735  PID         -  TU1735
 TU1735  STATE/COUNTY-  HI/HONOLULU
 TU1735  USGS QUAD   -  WAIANAE (1983)
 TU1735
 TU1735                         *CURRENT SURVEY CONTROL
 TU1735  ___________________________________________________________________
 TU1735* NAD 83(1993)-  21 25 53.89820(N)    158 10 59.61131(W)     ADJUSTED  
 TU1735* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1735  ___________________________________________________________________
 TU1735  EPOCH DATE  -        1993.62
 TU1735  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 TU1735  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1735
 TU1735  HORZ ORDER  -  THIRD
 TU1735
 TU1735.The horizontal coordinates were established by classical geodetic methods
 TU1735.and adjusted by the National Geodetic Survey in December 1998..
 TU1735.The horizontal coordinates are valid at the epoch date displayed above.
 TU1735.The epoch date for horizontal control is a decimal equivalence
 TU1735.of Year/Month/Day.
 TU1735
 TU1735.The orthometric height was scaled from a topographic map.
 TU1735
 TU1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1735
 TU1735.The geoid height was determined by GEOID03.
 TU1735
 TU1735;                    North         East     Units Scale Factor Converg.
 TU1735;SPC HI 3     -    29,348.722   481,005.458   MT  0.99999446   -0 04 01.0
 TU1735;UTM  04      - 2,370,139.911   584,642.091   MT  0.99968853   +0 17 54.5
 TU1735
 TU1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1735!SPC HI 3     -   0.99999696  x   0.99999446  =   0.99999142
 TU1735!UTM  04      -   0.99999696  x   0.99968853  =   0.99968549
 TU1735
 TU1735:                Primary Azimuth Mark                     Grid Az
 TU1735:SPC HI 3     -  PUU O HULU MAKAI RESET                   157 56 09.8
 TU1735:UTM  04      -  PUU O HULU MAKAI RESET                   157 34 14.3
 TU1735
 TU1735|---------------------------------------------------------------------|
 TU1735| PID    Reference Object                     Distance      Geod. Az  |
 TU1735|                                                           dddmmss.s |
 TU1735| TU1708 PUU O HULU MAKAI RESET              APPROX. 3.7 KM 1575208.8 |
 TU1735| TU1734 STATE SURVEY 8 4A                   175.136 METERS 16629     |
 TU1735| TU1736 PT 806+26.50                        337.320 METERS 33704     |
 TU1735|---------------------------------------------------------------------|
 TU1735
 TU1735                          SUPERSEDED SURVEY CONTROL
 TU1735
 TU1735  NAD 83(1986)-  21 25 53.84615(N)    158 10 59.62394(W) AD(       ) 3
 TU1735  OLD HI      -  21 26 05.23724(N)    158 11 09.51832(W) AD(       ) 3
 TU1735
 TU1735.Superseded values are not recommended for survey control.
 TU1735.NGS no longer adjusts projects to the OLD HI datum.
 TU1735.See file dsdata.txt to determine how the superseded data were derived.
 TU1735
 TU1735_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8464270140(NAD 83)
 TU1735
 TU1735  HISTORY     - Date     Condition        Report By
 TU1735  HISTORY     - 1970     MONUMENTED       HIDT
 TU1735
 TU1735                          STATION DESCRIPTION
 TU1735
 TU1735'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1735'TO REACH STATION FROM THE U.S. POST OFFICE, AT WAIANAE, PROCEED
 TU1735'0.65 MILE SOUTHEAST ALONG HIGHWAY 90 TO THE ENTRANCE OF
 TU1735'LUALUALEI BEACH PARK.  STATION IS LOCATED AT THE INTERSECTION
 TU1735'OF HIGHWAY 90 AND THE DRIVEWAY INTO LUALUALEI BEACH PARK.
 TU1735'
 TU1735'STATION MARK IS A STANDARD STATE HIGHWAY 1/2 INCH BRASS PIN
 TU1735'SET IN CONCRETE TO MARK THE CENTERLINE AND BASELINES OF
 TU1735'HIGHWAYS AND LEVEL WITH THE ROAD.  TIES TO STATION ARE--SW 49.7
 TU1735'FT. FROM THE CHAINLINK FENCE ON THE NORTHEAST SIDE OF THE HIGHWAY,
 TU1735'NE 37.5 FT. FROM A STOP SIGN AND ENE 57.0 FT. FROM A COCONUT
 TU1735'TREE IN LUALUALEI BEACH PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1736 ***********************************************************************
 TU1736  DESIGNATION -  PT 806+26.50
 TU1736  PID         -  TU1736
 TU1736  STATE/COUNTY-  HI/HONOLULU
 TU1736  USGS QUAD   -  WAIANAE (1983)
 TU1736
 TU1736                         *CURRENT SURVEY CONTROL
 TU1736  ___________________________________________________________________
 TU1736* NAD 83(1993)-  21 26 03.99822(N)    158 11 04.17727(W)     ADJUSTED  
 TU1736* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1736  ___________________________________________________________________
 TU1736  EPOCH DATE  -        1993.62
 TU1736  LAPLACE CORR-           8.43  (seconds)                    DEFLEC99
 TU1736  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1736
 TU1736  HORZ ORDER  -  THIRD
 TU1736
 TU1736.The horizontal coordinates were established by classical geodetic methods
 TU1736.and adjusted by the National Geodetic Survey in December 1998..
 TU1736.The horizontal coordinates are valid at the epoch date displayed above.
 TU1736.The epoch date for horizontal control is a decimal equivalence
 TU1736.of Year/Month/Day.
 TU1736
 TU1736.The orthometric height was scaled from a topographic map.
 TU1736
 TU1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1736
 TU1736.The geoid height was determined by GEOID03.
 TU1736
 TU1736;                    North         East     Units Scale Factor Converg.
 TU1736;SPC HI 3     -    29,659.513   480,874.339   MT  0.99999452   -0 04 02.7
 TU1736;UTM  04      - 2,370,449.765   584,509.033   MT  0.99968825   +0 17 52.9
 TU1736
 TU1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1736!SPC HI 3     -   0.99999696  x   0.99999452  =   0.99999148
 TU1736!UTM  04      -   0.99999696  x   0.99968825  =   0.99968521
 TU1736
 TU1736|---------------------------------------------------------------------|
 TU1736| PID    Reference Object                     Distance      Geod. Az  |
 TU1736|                                                           dddmmss.s |
 TU1736| TU1735 PT 795+18.65                        337.320 METERS 15704     |
 TU1736| TU1708 PUU O HULU MAKAI RESET              APPROX. 4.0 KM 1574802.4 |
 TU1736|---------------------------------------------------------------------|
 TU1736
 TU1736                          SUPERSEDED SURVEY CONTROL
 TU1736
 TU1736  NAD 83(1986)-  21 26 03.94617(N)    158 11 04.18993(W) AD(       ) 3
 TU1736  OLD HI      -  21 26 15.33771(N)    158 11 14.08459(W) AD(       ) 3
 TU1736
 TU1736.Superseded values are not recommended for survey control.
 TU1736.NGS no longer adjusts projects to the OLD HI datum.
 TU1736.See file dsdata.txt to determine how the superseded data were derived.
 TU1736
 TU1736_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8450970450(NAD 83)
 TU1736
 TU1736  HISTORY     - Date     Condition        Report By
 TU1736  HISTORY     - 1970     MONUMENTED       HIDT
 TU1736
 TU1736                          STATION DESCRIPTION
 TU1736
 TU1736'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1736'TO REACH STATION FROM THE POST OFFICE AT WAIANAE, PROCEED 0.4
 TU1736'MILE SOUTHEAST ALONG HIGHWAY 90 TO THE INTERSECTION OF HIGHWAY
 TU1736'90 AND POKAI BAY STREET TO STATION.  STATION IS LOCATED ON THE
 TU1736'CENTERLINE OF HIGHWAY 90 ABOUT 104.0 FT. SOUTHEAST FROM POKAI
 TU1736'BAY ST.
 TU1736'
 TU1736'STATION MARK IS A STANDARD STATE HIGHWAY 1/2 INCH BRASS PIN SET
 TU1736'IN CONCRETE AND LEVEL WITH ROAD.  TIES TO STATION ARE--SW
 TU1736'52.3 FT. FROM THE SOUTHWEST CORNER OF A CONCRETE CULVERT ON THE
 TU1736'NORTHEAST SIDE OF HIGHWAY, W 32.7 FT. FROM THE SOUTHWEST CORNER
 TU1736'OF A CONCRETE CULVERT ON THE EASTERLY SIDE OF HIGHWAY AND SE
 TU1736'49.0 FEET FROM UTILITY POLE 215.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1719 ***********************************************************************
 TU1719  DESIGNATION -  PT MON 188+95.88
 TU1719  PID         -  TU1719
 TU1719  STATE/COUNTY-  HI/HONOLULU
 TU1719  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1719
 TU1719                         *CURRENT SURVEY CONTROL
 TU1719  ___________________________________________________________________
 TU1719* NAD 83(1993)-  21 22 29.23624(N)    158 08 20.47268(W)     ADJUSTED  
 TU1719* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU1719  ___________________________________________________________________
 TU1719  EPOCH DATE  -        1993.62
 TU1719  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 TU1719  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1719
 TU1719  HORZ ORDER  -  THIRD
 TU1719
 TU1719.The horizontal coordinates were established by classical geodetic methods
 TU1719.and adjusted by the National Geodetic Survey in December 1998..
 TU1719.The horizontal coordinates are valid at the epoch date displayed above.
 TU1719.The epoch date for horizontal control is a decimal equivalence
 TU1719.of Year/Month/Day.
 TU1719
 TU1719.The orthometric height was scaled from a topographic map.
 TU1719
 TU1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1719
 TU1719.The geoid height was determined by GEOID03.
 TU1719
 TU1719;                    North         East     Units Scale Factor Converg.
 TU1719;SPC HI 3     -    23,049.439   485,582.538   MT  0.99999257   -0 03 02.4
 TU1719;UTM  04      - 2,363,871.790   589,257.817   MT  0.99969845   +0 18 49.8
 TU1719
 TU1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1719!SPC HI 3     -   0.99999680  x   0.99999257  =   0.99998937
 TU1719!UTM  04      -   0.99999680  x   0.99969845  =   0.99969525
 TU1719
 TU1719:                Primary Azimuth Mark                     Grid Az
 TU1719:SPC HI 3     -  STATE SURVEY 8 9A HARRIET                149 54 36.0
 TU1719:UTM  04      -  STATE SURVEY 8 9A HARRIET                149 32 43.8
 TU1719
 TU1719|---------------------------------------------------------------------|
 TU1719| PID    Reference Object                     Distance      Geod. Az  |
 TU1719|                                                           dddmmss.s |
 TU1719| TU1683 STATE SURVEY 8 9A HARRIET           APPROX. 0.6 KM 1495133.6 |
 TU1719| TU1720 PC MON 173+79.31                    460.987 METERS 3221844.1 |
 TU1719|---------------------------------------------------------------------|
 TU1719
 TU1719                          SUPERSEDED SURVEY CONTROL
 TU1719
 TU1719  NAD 83(1986)-  21 22 29.18435(N)    158 08 20.48440(W) AD(       ) 3
 TU1719  OLD HI      -  21 22 40.56778(N)    158 08 30.37344(W) AD(       ) 3
 TU1719
 TU1719.Superseded values are not recommended for survey control.
 TU1719.NGS no longer adjusts projects to the OLD HI datum.
 TU1719.See file dsdata.txt to determine how the superseded data were derived.
 TU1719
 TU1719_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8925863872(NAD 83)
 TU1719
 TU1719  HISTORY     - Date     Condition        Report By
 TU1719  HISTORY     - 1970     MONUMENTED       HIDT
 TU1719
 TU1719                          STATION DESCRIPTION
 TU1719
 TU1719'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1719'TO REACH STATION FROM THE U.S. POST OFFICE, NANAKULI BRANCH, AT
 TU1719'THE INTERSECTION OF HIGHWAY 90 AND LUALUALEI NAVAL AMMUNITION
 TU1719'DEPOT ROAD, PROCEED 1.3 MILES SOUTHEAST ALONG HIGHWAY 90 TO
 TU1719'STATION.  STATION IS LOCATED ON THE NORTHEAST SIDE OF HIGHWAY 90
 TU1719'OPPOSITE HOUSE 89-430 ABOUT THE WHITE LINE THAT DENOTES THE
 TU1719'LIMITS OF A FOUR LANE HIGHWAY.
 TU1719'
 TU1719'STATION MARK IS A STANDARD STATE HIGHWAY 1/2 INCH BRASS PIN
 TU1719'SET IN CONCRETE TO MARK THE CENTERLINE AND BASELINES OF
 TU1719'HIGHWAYS.  TIES TO STATION ARE--SW 31.5 FT. FROM A GAS PUMP,
 TU1719'W 29.7 FT. FROM THE CORNER OF A CORAL WALL OF HOUSE 89-430,
 TU1719'NW 22.5 FT. FROM UTILITY POLE 29 AND SW 2.4 FT. FROM
 TU1719'THE FACE OF ASPHALT CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1523 ***********************************************************************
 TU1523  DESIGNATION -  PUAENA 1875
 TU1523  PID         -  TU1523
 TU1523  STATE/COUNTY-  HI/HONOLULU
 TU1523  USGS QUAD   -  HALEIWA (1983)
 TU1523
 TU1523                         *CURRENT SURVEY CONTROL
 TU1523  ___________________________________________________________________
 TU1523* NAD 83(1993)-  21 36 07.71295(N)    158 06 22.00945(W)     ADJUSTED  
 TU1523* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1523  ___________________________________________________________________
 TU1523  EPOCH DATE  -        1993.62
 TU1523  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 TU1523  GEOID HEIGHT-          14.59  (meters)                     GEOID03
 TU1523
 TU1523  HORZ ORDER  -  THIRD
 TU1523
 TU1523.The horizontal coordinates were established by classical geodetic methods
 TU1523.and adjusted by the National Geodetic Survey in December 1998..
 TU1523.The horizontal coordinates are valid at the epoch date displayed above.
 TU1523.The epoch date for horizontal control is a decimal equivalence
 TU1523.of Year/Month/Day.
 TU1523
 TU1523.The orthometric height was scaled from a topographic map.
 TU1523
 TU1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1523
 TU1523.The geoid height was determined by GEOID03.
 TU1523
 TU1523;                    North         East     Units Scale Factor Converg.
 TU1523;SPC HI 3     -    48,220.045   489,012.272   MT  0.99999149   -0 02 20.6
 TU1523;UTM  04      - 2,389,056.507   592,525.598   MT  0.99970578   +0 19 44.8
 TU1523
 TU1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1523!SPC HI 3     -   0.99999755  x   0.99999149  =   0.99998904
 TU1523!UTM  04      -   0.99999755  x   0.99970578  =   0.99970333
 TU1523
 TU1523                          SUPERSEDED SURVEY CONTROL
 TU1523
 TU1523  NAD 83(1986)-  21 36 07.66405(N)    158 06 22.02100(W) AD(       ) 3
 TU1523  OLD HI      -  21 36 19.06800(N)    158 06 31.94700(W) AD(       ) 3
 TU1523
 TU1523.Superseded values are not recommended for survey control.
 TU1523.NGS no longer adjusts projects to the OLD HI datum.
 TU1523.See file dsdata.txt to determine how the superseded data were derived.
 TU1523
 TU1523_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9252689057(NAD 83)
 TU1523
 TU1523  HISTORY     - Date     Condition        Report By
 TU1523  HISTORY     - 1875     MONUMENTED       HIGS
 TU1523
 TU1523                          STATION DESCRIPTION
 TU1523
 TU1523'DESCRIBED BY HAWAII GEODETIC SURVEY 1875
 TU1523'ON THE EAST SIDE OF WAIALUA HARBOR, ON A PROJECTING
 TU1523'POINT.  MARKED BY CONCRETE POST.  DESTROYED BY STORM IN 1880.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2602 ***********************************************************************
 TU2602  DESIGNATION -  PUAKO NEW
 TU2602  PID         -  TU2602
 TU2602  STATE/COUNTY-  HI/HAWAII
 TU2602  USGS QUAD   -  PUU HINAI (1997)
 TU2602
 TU2602                         *CURRENT SURVEY CONTROL
 TU2602  ___________________________________________________________________
 TU2602* NAD 83(1993)-  19 58 25.33753(N)    155 49 22.72681(W)     ADJUSTED  
 TU2602* LOCAL TIDAL -        61.3    (meters)     201.     (feet)  VERT ANG  
 TU2602  ___________________________________________________________________
 TU2602  EPOCH DATE  -        1993.62
 TU2602  LAPLACE CORR-          11.71  (seconds)                    DEFLEC99
 TU2602  GEOID HEIGHT-          21.14  (meters)                     GEOID03
 TU2602
 TU2602  HORZ ORDER  -  SECOND
 TU2602
 TU2602.The horizontal coordinates were established by classical geodetic methods
 TU2602.and adjusted by the National Geodetic Survey in December 1998..
 TU2602.The horizontal coordinates are valid at the epoch date displayed above.
 TU2602.The epoch date for horizontal control is a decimal equivalence
 TU2602.of Year/Month/Day.
 TU2602
 TU2602.The orthometric height was determined by vertical angle observations.
 TU2602
 TU2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2602
 TU2602.The geoid height was determined by GEOID03.
 TU2602
 TU2602;                    North         East     Units Scale Factor Converg.
 TU2602;SPC HI 1     -   126,264.006   466,196.498   MT  0.99998078   -0 06 37.2
 TU2602;UTM  05      - 2,211,059.056   204,560.298   MT  1.00067897   -0 57 54.0
 TU2602
 TU2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2602!SPC HI 1     -   0.99998704  x   0.99998078  =   0.99996782
 TU2602!UTM  05      -   0.99998704  x   1.00067897  =   1.00066600
 TU2602
 TU2602|---------------------------------------------------------------------|
 TU2602| PID    Reference Object                     Distance      Geod. Az  |
 TU2602|                                                           dddmmss.s |
 TU2602| CN6038 PUAKO NEW RM 3                       17.833 METERS 03621     |
 TU2602| CN6039 PUAKO NEW RM 4                       12.575 METERS 08616     |
 TU2602| CN6036 PUAKO NEW RM 1                       27.737 METERS 16822     |
 TU2602| CN6037 PUAKO NEW RM 2                       22.855 METERS 32533     |
 TU2602| TU2731 KAWAIHAE LIGHT                      APPROX. 7.6 KM 3521018.6 |
 TU2602|---------------------------------------------------------------------|
 TU2602
 TU2602                          SUPERSEDED SURVEY CONTROL
 TU2602
 TU2602  NAD 83(1986)-  19 58 25.32454(N)    155 49 22.73693(W) AD(       ) 2
 TU2602  OLD HI      -  19 58 36.32000(N)    155 49 32.75300(W) AD(       ) 2
 TU2602
 TU2602.Superseded values are not recommended for survey control.
 TU2602.NGS no longer adjusts projects to the OLD HI datum.
 TU2602.See file dsdata.txt to determine how the superseded data were derived.
 TU2602
 TU2602_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0456011059(NAD 83)
 TU2602_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2602_SETTING: 66 = SET IN ROCK OUTCROP
 TU2602
 TU2602  HISTORY     - Date     Condition        Report By
 TU2602  HISTORY     - 1948     MONUMENTED       CGS
 TU2602  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2602  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2602  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2602  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2602  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2602
 TU2602                          STATION DESCRIPTION
 TU2602
 TU2602'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2602'STATION IS LOCATED ON THE HIGHEST GROUND IN THE GENERAL LOCALITY,
 TU2602'0.6 MILES EAST OF THE EASTERN SHORE OF PUAKO BAY WHICH IS 5
 TU2602'MILES SOUTH OF KAWAIHAE, WEST COAST OF HAWAII ISLAND.  THERE
 TU2602'ARE NUMEROUS FLAT TOPPED HILLS ADJACENT TO THE STATION AND OF
 TU2602'ABOUT THE SAME HEIGHT, ALL OVERGROWN WITH SCATTERED KIAWE
 TU2602'BRUSH.  STATION IS 1/2 MILE, A LITTLE SOUTH OF EAST OF STATION
 TU2602'PUAKO, WHICH HAS A 22 FOOT PIPE POLE OVER SAME.
 TU2602'
 TU2602'STATION IS REACHED BY A ROAD FROM KAWAIHAE WHICH IS MAINTAINED
 TU2602'TO THE EXTENT THAT TRUCKS CAN PASS OVER IT.  HOWEVER, AT TIMES,
 TU2602'THERE ARE WASH-OUTS.  THERE IS A LOCKED GATE ACROSS THE ROAD
 TU2602'(END OF TRUCK TRAVEL ON THIS ROAD) AT THE LOCALITY OF THE
 TU2602'STATION.  FROM THE GATE TURN TO THE EASTWARD TO THE HIGHEST
 TU2602'GROUND.  STATION CAN BE REACHED BY TRUCK BY CAREFULLY PICKING
 TU2602'THE WAY.  AT PRESENT ONE FAMILY LIVES ON THE BAY.
 TU2602'
 TU2602'FOUR REFERENCE MARKS WERE ESTABLISHED.  A ROCK CAIRN WAS BUILT
 TU2602'AT THE STATION TO ASSIST IN LOCATING SAME.
 TU2602
 TU2602                          STATION RECOVERY (1950)
 TU2602
 TU2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2602'STATION RECOVERED IN GOOD CONDITION.
 TU2602'
 TU2602'TO REACH FROM KAWAIHAE PARK.  GO SOUTHERLY ALONG BLADED ROAD
 TU2602'FOR ABOUT 4 MILES TO A POINT ABOUT 1/4 MILE NORTHEAST OF PUAKO
 TU2602'VILLAGE.  HERE TURN LEFT AND FOLLOW DIM TRACKS UP HILL TO FIRST
 TU2602'PROMINENT FLAT AND STATION.
 TU2602'
 TU2602'A SMALL CAIRN IS BUILT AROUND THE STATION.
 TU2602
 TU2602                          STATION RECOVERY (1961)
 TU2602
 TU2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2602'THE STATION AND FOUR REFERENCE MARKS WERE FOUND IN GOOD
 TU2602'CONDITION.  A NEW TO REACH FOLLOWS--
 TU2602'
 TU2602'TO REACH THE STATION FROM THE INTERSECTION OF HAWAII HIGHWAY
 TU2602'26 AND THE PUAKO ROAD JUST EAST OF KAWAIHAE, GO SOUTH ON THE PUAKO
 TU2602'ROAD FOR 4.1 MILES TO THE PUAKO PUBLIC DUMP ON LEFT.  PASS THROUGH
 TU2602'DUMP ON A ROUGH TRACK ROAD AND CONTINUE FOR 0.4 MILE TO HIGH
 TU2602'GROUND AND STATION.
 TU2602
 TU2602                          STATION RECOVERY (1967)
 TU2602
 TU2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2602'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2602'COMPLETE DESCRIPTION FOLLOWS--
 TU2602'
 TU2602'STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST OF KAMUELA
 TU2602'AND 4-1/2 MILES SOUTH OF KAWAIHAE, ON A LOW, FLAT RIDGE, 1/2-MILE
 TU2602'EAST OF THE EAST END OF PUAKO BAY AND 700 FEET SOUTH OF A
 TU2602'GROUP OF 3 WATER TANKS LOCATED ABOUT 500 YARDS EAST-SOUTHEAST OF
 TU2602'THE PUAKO ROAD.
 TU2602'
 TU2602'TO REACH STATION FROM THE POST OFFICE IN KAWAIHAE, GO SOUTHERLY
 TU2602'ON MAIN ROAD FOR 1.55 MILES TO FORK AND SIGN PUAKO.  TAKE RIGHT
 TU2602'FORK AND GO 2.6 MILES TO SIDE ROAD TO HAPUNA BEACH PARK ON
 TU2602'RIGHT.  CONTINUE AHEAD FOR 1.25 MILES TO CROSSROAD, WHERE MACADAM
 TU2602'ROAD GOES RIGHT, AND THE ROAD LEFT GOES TO GARBAGE DUMP.
 TU2602'CONTINUE AHEAD, ON A ROUGH TRACK ROAD, FOR 0.1 MILE TO WIRE GATE.
 TU2602'PASS THROUGH GATE AND CONTINUE FOR 0.2 MILE TO SECOND WIRE
 TU2602'GATE.  PASS THROUGH GATE, TURN LEFT, AND FOLLOW BULLDOZED STRIP
 TU2602'ALONG FENCE FOR 0.15 MILE TO TOP OF GRADE AND STATION ON LEFT
 TU2602'OF FENCE.
 TU2602'
 TU2602'STATION MARK IS A STANDARD DISK STAMPED PUAKO NEW 1948, CEMENTED IN
 TU2602'A DRILL HOLE IN A 12-INCH-SQUARE BEDROCK OUTCROP THAT PROJECTS
 TU2602'6 INCHES ABOVE GROUND.  IT IS 99.7 FEET WEST OF THE FENCE-LINE.
 TU2602'
 TU2602'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUAKO
 TU2602'NEW NO 1 1948, CEMENTED IN A DRILL HOLE IN BLACK LAVA OUTCROP
 TU2602'THAT PROJECTS 2 FEET ABOVE GROUND.  IT IS 2 FEET NORTH OF A
 TU2602'LARGE CHISELED CROSS IN THE SAME ROCK, 13 FEET NORTHWEST OF
 TU2602'THE FENCE-LINE AND 1.7 FEET LOWER THAN STATION MARK.
 TU2602'
 TU2602'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUAKO
 TU2602'NEW NO 2 1948, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 TU2602'PROJECTS 1 FOOT ABOVE GROUND.  IT IS ON A ROCKY POINT AND ABOUT
 TU2602'3 FEET LOWER THAN STATION MARK.
 TU2602'
 TU2602'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PUAKO
 TU2602'NEW NO 3 1948, CEMENTED IN A DRILL HOLE IN A 10 X 24-INCH ROCK
 TU2602'OUTCROP THAT PROJECTS ABOUT 7 INCHES ABOVE GROUND AND IS ABOUT
 TU2602'1 FOOT HIGHER THAN STATION MARK.
 TU2602'
 TU2602'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED PUAKO NEW
 TU2602'NO 4 1948, CEMENTED IN A DRILL HOLE IN THE TOP OF A SMALL ROCK
 TU2602'OUTCROP THAT PROJECTS 10 INCHES ABOVE GROUND AND IS 1-1/2 FEET
 TU2602'HIGHER THAN STATION MARK.
 TU2602
 TU2602                          STATION RECOVERY (1968)
 TU2602
 TU2602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2602'STATION AND ALL FOUR REFERENCE MARKS RECOVERED IN GOOD CONDITION
 TU2602'AS DESCRIBED BY D.M. WHIPP, 1967.  WOODEN HYDROGRAPHIC SURVEY
 TU2602'SIGNAL (TRIPOD) BUILT OVER STATION NOVEMBER, 1968.
 TU2602
 TU2602                          STATION RECOVERY (1971)
 TU2602
 TU2602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2602'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 TU2602'DESCRIBED IN 1967.
 TU2602'
 TU2602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2602'4.5 MILES SOUTH OF KAWAIHAE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2603 ***********************************************************************
 TU2603  DESIGNATION -  PUAKO RESET
 TU2603  PID         -  TU2603
 TU2603  STATE/COUNTY-  HI/HAWAII
 TU2603  USGS QUAD   -  PUU HINAI (1997)
 TU2603
 TU2603                         *CURRENT SURVEY CONTROL
 TU2603  ___________________________________________________________________
 TU2603* NAD 83(1993)-  19 58 34.52765(N)    155 49 49.20819(W)     ADJUSTED  
 TU2603* LOCAL TIDAL -        16.8    (meters)      55.     (feet)  VERT ANG  
 TU2603  ___________________________________________________________________
 TU2603  EPOCH DATE  -        1993.62
 TU2603  LAPLACE CORR-          11.53  (seconds)                    DEFLEC99
 TU2603  GEOID HEIGHT-          21.00  (meters)                     GEOID03
 TU2603
 TU2603  HORZ ORDER  -  THIRD
 TU2603
 TU2603.The horizontal coordinates were established by classical geodetic methods
 TU2603.and adjusted by the National Geodetic Survey in December 1998..
 TU2603.The horizontal coordinates are valid at the epoch date displayed above.
 TU2603.The epoch date for horizontal control is a decimal equivalence
 TU2603.of Year/Month/Day.
 TU2603
 TU2603.The orthometric height was determined by vertical angle observations.
 TU2603
 TU2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2603
 TU2603.The geoid height was determined by GEOID03.
 TU2603
 TU2603;                    North         East     Units Scale Factor Converg.
 TU2603;SPC HI 1     -   126,548.106   465,427.166   MT  0.99998143   -0 06 46.3
 TU2603;UTM  05      - 2,211,354.807   203,794.753   MT  1.00068457   -0 58 03.5
 TU2603
 TU2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2603!SPC HI 1     -   0.99999406  x   0.99998143  =   0.99997549
 TU2603!UTM  05      -   0.99999406  x   1.00068457  =   1.00067862
 TU2603
 TU2603:                Primary Azimuth Mark                     Grid Az
 TU2603:SPC HI 1     -  PUAKO NEW                                110 16 05.7
 TU2603:UTM  05      -  PUAKO NEW                                111 07 22.9
 TU2603
 TU2603|---------------------------------------------------------------------|
 TU2603| PID    Reference Object                     Distance      Geod. Az  |
 TU2603|                                                           dddmmss.s |
 TU2603| TU2602 PUAKO NEW                           APPROX. 0.8 KM 1100919.4 |
 TU2603| CN6034 PUAKO RM 1                           23.312 METERS 19005     |
 TU2603| CN6035 PUAKO RM 2                            4.666 METERS 34035     |
 TU2603| TU2730 KAWAIHAE LIGHTHOUSE                 APPROX. 7.2 KM 3575529.4 |
 TU2603|---------------------------------------------------------------------|
 TU2603
 TU2603                          SUPERSEDED SURVEY CONTROL
 TU2603
 TU2603  NAD 83(1986)-  19 58 34.51498(N)    155 49 49.21825(W) AD(       ) 3
 TU2603  OLD HI      -  19 58 45.50900(N)    155 49 59.23100(W) AD(       ) 3
 TU2603
 TU2603.Superseded values are not recommended for survey control.
 TU2603.NGS no longer adjusts projects to the OLD HI datum.
 TU2603.See file dsdata.txt to determine how the superseded data were derived.
 TU2603
 TU2603_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0379511355(NAD 83)
 TU2603
 TU2603  HISTORY     - Date     Condition        Report By
 TU2603  HISTORY     - 1938     MONUMENTED       CGS
 TU2603  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2603  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2603  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2603  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2603  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU2603
 TU2603                          STATION DESCRIPTION
 TU2603
 TU2603'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2603'ON THE NORTHWESTERN COAST OF HAWAII, IN SOUTH KOHALA DISTRICT,
 TU2603'A SHORT DISTANCE NORTH OF THE VILLAGE OF PUAKO, ON THE HIGHEST
 TU2603'POINT OF A SLIGHT RISE, 370 METERS, N. 18 DEG W. FROM THE
 TU2603'STACK OF AN ABANDONED SUGAR MILL AT PUAKO (IN 1928 NO LONGER
 TU2603'STANDING), 100 METERS FROM THE SHORE AND 30 METERS EAST OF THE
 TU2603'TRAIL BETWEEN PUAKO AND KAWAIHAE.  IT WAS MARKED BY A CONCRETE
 TU2603'POST SET IN THE GROUND, OVER WHICH WAS BUILT A SMALL CAIRN.  A
 TU2603'TELEPHONE POLE A LITTLE WAY DOWN THE SLOPE BEARS N. 87 DEG E.
 TU2603'IN 1928 WHEN THE STATION WAS VISITED THE CAIRN OVER THE MARK WAS
 TU2603'REMOVED AND THE MARK FOUND TO BE ABOUT 3 FEET NORTH OF THE
 TU2603'CENTER OF THE CAIRN.  AT THAT TIME TWO REFERENCE MARKS WERE
 TU2603'ESTABLISHED.  NO. 1, ALMOST ON LINE OF TELEPHONE POLES,
 TU2603'IS A STANDARD DISK REFERENCE MARK CEMENTED IN THE TOP OF AN
 TU2603'OUTCROPPING ROCK ON THE EDGE OF THE SLOPE LEADING TO THE GULLEY,
 TU2603'ABOUT 8 INCHES ABOVE THE SURFACE OF THE GROUND AND 23.330
 TU2603'METERS (76.54 FEET) FROM THE STATION IN AZIMUTH 10 DEG 04 MIN.
 TU2603'NO. 2 IS A STANDARD DISK REFERENCE MARK CEMENTED INTO THE
 TU2603'TOP OF AN OUTCROPPING ROCK 1 FOOT ABOVE THE SURFACE OF
 TU2603'THE GROUND ON THE EDGE OF THE KNOLL, 4.652 METERS (15.26
 TU2603'FEET) FROM THE STATION, IN AZIMUTH 160 DEG 36 MIN.
 TU2603
 TU2603                          STATION RECOVERY (1938)
 TU2603
 TU2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2603'LOCATION OF STATION--ON NORTHWESTERN COAST OF HAWAII, 1/4 MILE
 TU2603'NORTH OF PUAKO AND ABOUT 300 FEET INSHORE ON THE HIGHEST POINT
 TU2603'OF A SMALL RISE.
 TU2603'
 TU2603'OLD MARK FOUND--U.S.G.S. BRONZE TABLET SET IN CONCRETE PRESUMABLY
 TU2603'OVER THE ORIGINAL H.T.S. MARK.  SMALL PILE OF STONES AND 25 FEET
 TU2603'TOWER OVER MARK.
 TU2603'
 TU2603'NEW STATION MARK--H.T.S. TYPE E MONUMENT (TRIPOD BUILT OF 2 IN
 TU2603'PIPE 10 FEET LONG FOR LEGS WHICH IS SET FIRMLY IN THE GROUND
 TU2603'WITH CONCRETE.  A REMOVABLE SIGNAL OF 1-1/2 IN PIPE 27 FEET LONG
 TU2603'IS SET OVER THE STATION MARK AND THRU THE TOP OF THE TRIPOD.
 TU2603
 TU2603                          STATION RECOVERY (1948)
 TU2603
 TU2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2603'STATION IS LOCATED ON A SMALL RISE NOW SURROUNDED WITH KIAWE
 TU2603'TREES, ABOUT 150 YARDS EAST OF THE EAST SHORE OF PUAKO BAY,
 TU2603'WHICH IS 5 MILES SOUTH OF KAWAIHAE.  ABOUT 200 YARDS SOUTH OF
 TU2603'THE NORTHERLY OF THE ONLY TWO KNOWN GATES INTO PROPERTY SKIRTING
 TU2603'THE BAY.  THE TWO GATES ARE PERHAPS 500 YARDS APART IN A SOUTH
 TU2603'OR SOUTHEASTERLY DIRECTION.  A LINE OF TELEPHONE POLES PASSES
 TU2603'CLOSE TO THE STATION, WHICH SERVES A GOOD MEANS OF FINDING THE
 TU2603'STATION WHICH IS HIDDEN BY TREES.
 TU2603'
 TU2603'STATION IS MARKED BY A USGS BRONZE DISK, PRESUMABLY OVER THE
 TU2603'OLD STATION, ALTHO IN 1928 THE OLD CAIRN OVER THE STATION WAS
 TU2603'REMOVED AND THE STATION FOUND ABOUT 3 FEET NORTH OF THE CENTER
 TU2603'OF THE CAIRN.  A PIPE TRIPOD AND 22 FOOT PIPE POLE HAS BEEN
 TU2603'ESTABLISHED OVER THE STATION (IN 1938 BY HAWAII TERRITORY
 TU2603'SURVEY).  THERE ARE TWO USC AND GS REFERENCE MARKS CEMENTED IN
 TU2603'LEDGE.
 TU2603'
 TU2603'TO REACH THE STATION PROCEED BY TRUCK FROM KAWAIHAE, IF
 TU2603'THE ROAD IS IN REPAIR, TO THE SECOND OR SOUTHERLY GATE ABOVE
 TU2603'MENTIONED.  TURN BACK ABOUT 500 YARDS AND FIND THE TELEPHONE LINE
 TU2603'TO THE WESTWARD OF THE ROAD.
 TU2603
 TU2603                          STATION RECOVERY (1967)
 TU2603
 TU2603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2603'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION,
 TU2603'HOWEVER THE STATION MARK IS A COAST AND GEODETIC SURVEY DISK
 TU2603'INSTEAD OF A USGS DISK AS PREVIOUSLY DESCRIBED.  A COMPLETE
 TU2603'DESCRIPTION FOLLOWS--
 TU2603'
 TU2603'STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST
 TU2603'OF KAMUELA, 4-1/2 MILES SOUTH OF KAWAIHAE, AND 1 MILE
 TU2603'SOUTH OF HAPUNA BEACH PARK, AT THE NORTHWEST END OF AN OPEN,
 TU2603'GRASSY STRIP THROUGH THE KIAWE TREES, ABOUT 1000 FEET NORTHWEST
 TU2603'FROM THE JUNCTION OF THE PUAKO ROAD AND ROAD LEADING LEFT TO
 TU2603'GARBAGE DUMP.
 TU2603'
 TU2603'TO REACH STATION FROM THE POST OFFICE IN KAWAIHAE,
 TU2603'GO SOUTHERLY ON THE MAIN ROAD FOR 1.55 MILES.  TURN RIGHT AT
 TU2603'SIGN PUAKO AND GO 2.6 MILES TO SIDE ROAD RIGHT TO HAPUNA BEACH
 TU2603'PARK.  CONTINUE AHEAD ON MAIN ROAD FOR 1.15 MILES TO SIDE ROAD
 TU2603'RIGHT, BETWEEN POWER POLES 77 AND 78.  TURN RIGHT AND GO 0.15
 TU2603'MILE.  TAKE LEFT FORK AND GO 0.05 MILE TO END OF TRUCK TRAVEL AT
 TU2603'A FENCE CORNER.  WALK WESTERLY ALONG TRAIL ABOUT 75 YARDS, THEN
 TU2603'BEAR LEFT ABOUT 30 YARDS TO STATION ON SMALL KNOLL.
 TU2603'
 TU2603'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2603'HOLE IN AN 8-INCH ROCK OUTCROP.  IT IS ABOUT 400 FEET EAST OF
 TU2603'THE NORTHEAST CORNER OF PUAKO BAY, 280 FEET SOUTHWEST OF THE
 TU2603'FENCE CORNER, 80 YARDS SOUTH OF POWER POLE NO. 14 AND A
 TU2603'FENCE-LINE, AND 30 YARDS SOUTH OF A TRAIL.  THERE IS AN
 TU2603'8-FOOT-TALL, IRON PIPE TRIPOD SIGNAL CENTERED OVER THE
 TU2603'MARK, WITH A 20-FOOT-LONG IRON PIPE IN ITS CENTER.  THE BOTTOM OF
 TU2603'THE PIPE RESTS ON A 4-LEGGED, STRAP-IRON SUPPORT
 TU2603'WHICH IS 20 INCHES HIGHER THAN STATION MARK.
 TU2603'
 TU2603'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUAKO HGS NO
 TU2603'1 1873, CEMENTED IN A DRILL HOLE IN A BLACK LAVA BEDROCK OUTCROP
 TU2603'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS 5.8 FEET LOWER THAN
 TU2603'STATION MARK.
 TU2603'
 TU2603'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUAKO HGS NO
 TU2603'2 1873, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK AT NORTH EDGE
 TU2603'OF STATION KNOLL, 3 FEET NORTHEAST OF A CLUMP OF KIAWES AND
 TU2603'ABOUT 1/2-FOOT LOWER THAN STATION MARK.
 TU2603
 TU2603                          STATION RECOVERY (1971)
 TU2603
 TU2603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RHH)
 TU2603'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2603'CONDITION AS DESCRIBED IN 1967.  THIS STATION WAS NOT OCCUPIED
 TU2603'AT THIS TIME.
 TU2603'
 TU2603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2603'4.5 MILES SOUTH OF KAWAIHAE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2821 ***********************************************************************
 TU2821  DESIGNATION -  PUALU 1912
 TU2821  PID         -  TU2821
 TU2821  STATE/COUNTY-  HI/MAUI
 TU2821  USGS QUAD   -  KIPAHULU (1983)
 TU2821
 TU2821                         *CURRENT SURVEY CONTROL
 TU2821  ___________________________________________________________________
 TU2821* NAD 83(1993)-  20 40 23.64043(N)    156 02 42.19450(W)     ADJUSTED  
 TU2821* LOCAL TIDAL -       244.     (meters)     801.     (feet)  SCALED    
 TU2821  ___________________________________________________________________
 TU2821  EPOCH DATE  -        1993.62
 TU2821  LAPLACE CORR-         -12.11  (seconds)                    DEFLEC99
 TU2821  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU2821
 TU2821  HORZ ORDER  -  THIRD
 TU2821
 TU2821.The horizontal coordinates were established by classical geodetic methods
 TU2821.and adjusted by the National Geodetic Survey in December 1998..
 TU2821.The horizontal coordinates are valid at the epoch date displayed above.
 TU2821.The epoch date for horizontal control is a decimal equivalence
 TU2821.of Year/Month/Day.
 TU2821
 TU2821.The orthometric height was scaled from a topographic map.
 TU2821
 TU2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2821
 TU2821.The geoid height was determined by GEOID03.
 TU2821
 TU2821;                    North         East     Units Scale Factor Converg.
 TU2821;SPC HI 2     -    37,753.344   564,767.731   MT  1.00001849   +0 13 10.1
 TU2821;UTM  04      - 2,288,788.675   807,870.608   MT  1.00077157   +1 02 38.5
 TU2821;UTM  05      - 2,288,962.499   182,734.608   MT  1.00084418   -1 04 33.3
 TU2821
 TU2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2821!SPC HI 2     -   0.99995920  x   1.00001849  =   0.99997769
 TU2821!UTM  04      -   0.99995920  x   1.00077157  =   1.00073074
 TU2821!UTM  05      -   0.99995920  x   1.00084418  =   1.00080335
 TU2821
 TU2821:                Primary Azimuth Mark                     Grid Az
 TU2821:SPC HI 2     -  MOPUA RESET                              052 02 45.4
 TU2821:UTM  04      -  MOPUA RESET                              051 13 17.0
 TU2821:UTM  05      -  MOPUA RESET                              053 20 28.8
 TU2821
 TU2821|---------------------------------------------------------------------|
 TU2821| PID    Reference Object                     Distance      Geod. Az  |
 TU2821|                                                           dddmmss.s |
 TU2821| TU2818 MOPUA RESET                         APPROX. 1.0 KM 0521555.5 |
 TU2821|---------------------------------------------------------------------|
 TU2821
 TU2821                          SUPERSEDED SURVEY CONTROL
 TU2821
 TU2821  NAD 83(1986)-  20 40 23.60909(N)    156 02 42.21575(W) AD(       ) 3
 TU2821  OLD HI      -  20 40 35.29000(N)    156 02 52.49000(W) AD(       ) 3
 TU2821
 TU2821.Superseded values are not recommended for survey control.
 TU2821.NGS no longer adjusts projects to the OLD HI datum.
 TU2821.See file dsdata.txt to determine how the superseded data were derived.
 TU2821
 TU2821_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0787188789(NAD 83)
 TU2821
 TU2821  HISTORY     - Date     Condition        Report By
 TU2821  HISTORY     - 1912     MONUMENTED       HIGS
 TU2821
 TU2821                          STATION DESCRIPTION
 TU2821
 TU2821'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU2821'NEAR SOUTHEASTERN COAST OF MAUI, IN LAND OF SAME NAME, IN SOUTH
 TU2821'HANA, IN GRANT NO. 1761 TO NAKILA, 2,500 FEET INLAND.  MARKED BY
 TU2821'IRON PIN AND PILE OF STONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1524 ***********************************************************************
 TU1524  DESIGNATION -  PUENA=ENA
 TU1524  PID         -  TU1524
 TU1524  STATE/COUNTY-  HI/HONOLULU
 TU1524  USGS QUAD   -  HALEIWA (1983)
 TU1524
 TU1524                         *CURRENT SURVEY CONTROL
 TU1524  ___________________________________________________________________
 TU1524* NAD 83(1993)-  21 36 11.22551(N)    158 06 22.71432(W)     ADJUSTED  
 TU1524* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1524  ___________________________________________________________________
 TU1524  EPOCH DATE  -        1993.62
 TU1524  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 TU1524  GEOID HEIGHT-          14.58  (meters)                     GEOID03
 TU1524
 TU1524  HORZ ORDER  -  THIRD
 TU1524
 TU1524.The horizontal coordinates were established by classical geodetic methods
 TU1524.and adjusted by the National Geodetic Survey in December 1998..
 TU1524.The horizontal coordinates are valid at the epoch date displayed above.
 TU1524.The epoch date for horizontal control is a decimal equivalence
 TU1524.of Year/Month/Day.
 TU1524
 TU1524.The orthometric height was scaled from a topographic map.
 TU1524
 TU1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1524
 TU1524.The geoid height was determined by GEOID03.
 TU1524
 TU1524;                    North         East     Units Scale Factor Converg.
 TU1524;SPC HI 3     -    48,328.094   488,992.071   MT  0.99999150   -0 02 20.9
 TU1524;UTM  04      - 2,389,164.393   592,504.710   MT  0.99970574   +0 19 44.6
 TU1524
 TU1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1524!SPC HI 3     -   0.99999755  x   0.99999150  =   0.99998905
 TU1524!UTM  04      -   0.99999755  x   0.99970574  =   0.99970329
 TU1524
 TU1524:                Primary Azimuth Mark                     Grid Az
 TU1524:SPC HI 3     -  KAWAILOA 1927                            094 50 39.3
 TU1524:UTM  04      -  KAWAILOA 1927                            094 28 33.8
 TU1524
 TU1524|---------------------------------------------------------------------|
 TU1524| PID    Reference Object                     Distance      Geod. Az  |
 TU1524|                                                           dddmmss.s |
 TU1524| TU1515 KAWAILOA 1927                       APPROX. 4.7 KM 0944818.4 |
 TU1524| CJ9440 PUENA RM 1                           32.780 METERS 14637     |
 TU1524| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 3.8 KM 2105524.0 |
 TU1524| CJ9441 PUENA RM 2                           42.330 METERS 23541     |
 TU1524|---------------------------------------------------------------------|
 TU1524
 TU1524                          SUPERSEDED SURVEY CONTROL
 TU1524
 TU1524  NAD 83(1986)-  21 36 11.17676(N)    158 06 22.72600(W) AD(       ) 3
 TU1524  OLD HI      -  21 36 22.57700(N)    158 06 32.64500(W) AD(       ) 3
 TU1524
 TU1524.Superseded values are not recommended for survey control.
 TU1524.NGS no longer adjusts projects to the OLD HI datum.
 TU1524.See file dsdata.txt to determine how the superseded data were derived.
 TU1524
 TU1524_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9250589164(NAD 83)
 TU1524
 TU1524  HISTORY     - Date     Condition        Report By
 TU1524  HISTORY     - 1910     MONUMENTED       CGS
 TU1524  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1524  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1524  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1524
 TU1524                          STATION DESCRIPTION
 TU1524
 TU1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1524'THE STATION PUAENA OF 1875 WAS NOT RECOVERED IN 1910, BUT A NEW
 TU1524'STATION CALLED ENA, WAS ESTABLISHED IN APPROXIMATELY THE SAME
 TU1524'LOCATION.  BETWEEN 1914 AND 1920 THE UNITED STATES ENGINEERS HAD
 TU1524'A STATION IN THE SAME POSITION AS THE 1910 STATION, BUT NO
 TU1524'DESCRIPTION OF THEIR STATION IS AVAILABLE, OTHER THAN THE REPORT
 TU1524'IN 1927 THAT THE ARMY MARK WAS RECOVERED AND USED.  THE 1927
 TU1524'DESCRIPTION TALLIES SO CLOSELY WITH 1910 DESCRIPTION, AND THE
 TU1524'POSITIONS DETERMINED IN 1910, 1914-1920, AND 1927 ARE SO
 TU1524'CLOSELY IN AGREEMENT THAT IT SEEMS REASONABLY CERTAIN THAT THE
 TU1524'SAME STATION WAS USED IN EACH OF THESE YEARS, AND FOR IT
 TU1524'THE POSITION DETERMINED IN 1910, BEING THE STRONGEST, IS GIVEN.
 TU1524'THE STATION IS ON THE NORTHWEST COAST OF OAHU, ABOUT 0.6 MILE
 TU1524'NORTH OF HALEIWA HOTEL, ON NORTH SIDE OF WAIALUA BAY,
 TU1524'ABOUT HALFWAY OUT ON PUENA POINT, AND ON SOUTH SIDE OF
 TU1524'POINT.  MARKED BY A 1-INCH PIPE CEMENTED IN A BLOCK OF
 TU1524'CONCRETE 3 FEET SQUARE.  REFERENCE MARKS WERE
 TU1524'STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK, NOTE
 TU1524'12A, SET AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU1524'STATION--NO. 1, 32.78 METERS (107.6 FEET), 91 DEG 21 MIN.  NO.
 TU1524'2, 42.33 METERS (138.9 FEET), 180 DEG 25 MIN.  RE-MARKED
 TU1524'ACCORDING TO NOTE 14A IN 1929.
 TU1524
 TU1524                          STATION RECOVERY (1945)
 TU1524
 TU1524'RECOVERY NOTE BY US ARMY 1945
 TU1524'ABOUT 0.6 MILE N OF HALEIWA HOTEL ON THE S SIDE OF PUENA
 TU1524'POINT.  THE NOTE 14A MARKING PLACED IN 1929 HAS BEEN DESTROYED
 TU1524'BY AIRSTRIP CONSTRUCTION.  REFERENCE MARKS WERE RECOVERED IN
 TU1524'GOOD CONDITION.  THESE BEING SET IN CORAL OUTCROP AND CLEAR OF
 TU1524'CONSTRUCTION AREA.
 TU1524
 TU1524                          STATION RECOVERY (1963)
 TU1524
 TU1524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1524'THE STATION MARK HAS BEEN DESTROYED.  BOTH REFERENCE MARKS
 TU1524'WERE RECOVERED IN GOOD CONDITION, AND THE EXACT STATION POINT
 TU1524'DETERMINED BY MEASURING FROM THEM, IN ADDITION TO MEASURING CHECK
 TU1524'ANGLES.  AN EXCAVATION 5 FEET DEEP WAS MADE BUT NOTHING
 TU1524'FOUND.  PIECES OF THE OLD SIGNAL BUILT OVER THE MARK WERE
 TU1524'FOUND SCATTERED IN THE VICINITY.
 TU1524'
 TU1524'REERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUENA NO
 TU1524'1 1927, CEMENTED IN A DRILL HOLE IN CORAL BEDROCK, 60 FEET
 TU1524'SOUTHEAST OF THE SHORELINE AND 27 FEET NORTHWEST OF EDGE OF
 TU1524'SAND.
 TU1524'
 TU1524'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUENA NO
 TU1524'2 1927, CEMENTED IN A DRILL HOLE IN CORAL BEDROCK, 40 FEET
 TU1524'SOUTHEAST OF THE SHORELINE AND 45 FEET NORTHWEST OF A SANDBANK.
 TU1524'
 TU1524'LOCATED ON PUAENA POINT, ABOUT 1 MILE NORTH OF HALEIWA AND 175
 TU1524'YARDS WEST FROM SOUTHWEST END OF OLD AIRSTRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1596 ***********************************************************************
 TU1596  DESIGNATION -  PUEO
 TU1596  PID         -  TU1596
 TU1596  STATE/COUNTY-  HI/HONOLULU
 TU1596  USGS QUAD   -  KAENA (1983)
 TU1596
 TU1596                         *CURRENT SURVEY CONTROL
 TU1596  ___________________________________________________________________
 TU1596* NAD 83(1993)-  21 34 24.00015(N)    158 16 07.11366(W)     ADJUSTED  
 TU1596* LOCAL TIDAL -       231.8    (meters)     760.     (feet)  VERT ANG  
 TU1596  ___________________________________________________________________
 TU1596  EPOCH DATE  -        1993.62
 TU1596  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 TU1596  GEOID HEIGHT-          14.50  (meters)                     GEOID03
 TU1596
 TU1596  HORZ ORDER  -  SECOND
 TU1596
 TU1596.The horizontal coordinates were established by classical geodetic methods
 TU1596.and adjusted by the National Geodetic Survey in December 1998..
 TU1596.The horizontal coordinates are valid at the epoch date displayed above.
 TU1596.The epoch date for horizontal control is a decimal equivalence
 TU1596.of Year/Month/Day.
 TU1596
 TU1596.The orthometric height was determined by vertical angle observations.
 TU1596
 TU1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1596
 TU1596.The geoid height was determined by GEOID03.
 TU1596
 TU1596;                    North         East     Units Scale Factor Converg.
 TU1596;SPC HI 3     -    45,050.433   472,177.368   MT  0.99999956   -0 05 55.6
 TU1596;UTM  04      - 2,385,779.857   575,716.562   MT  0.99967084   +0 16 08.1
 TU1596
 TU1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1596!SPC HI 3     -   0.99996129  x   0.99999956  =   0.99996085
 TU1596!UTM  04      -   0.99996129  x   0.99967084  =   0.99963214
 TU1596
 TU1596|---------------------------------------------------------------------|
 TU1596| PID    Reference Object                     Distance      Geod. Az  |
 TU1596|                                                           dddmmss.s |
 TU1596| TU1595 PAD                                 221.556 METERS 11959     |
 TU1596| TU1594 ROCKY                               245.162 METERS 12009     |
 TU1596| CJ8960 PUEO RM 2                            15.711 METERS 13735     |
 TU1596| CJ8959 PUEO RM 1                             8.889 METERS 18112     |
 TU1596| TU0567 KAENA POINT                         APPROX. 1.1 KM 2754646.4 |
 TU1596|---------------------------------------------------------------------|
 TU1596
 TU1596                          SUPERSEDED SURVEY CONTROL
 TU1596
 TU1596  NAD 83(1986)-  21 34 23.94940(N)    158 16 07.12593(W) AD(       ) 2
 TU1596  OLD HI      -  21 34 35.36018(N)    158 16 17.03197(W) AD(       ) 2
 TU1596
 TU1596.Superseded values are not recommended for survey control.
 TU1596.NGS no longer adjusts projects to the OLD HI datum.
 TU1596.See file dsdata.txt to determine how the superseded data were derived.
 TU1596
 TU1596_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7571785780(NAD 83)
 TU1596_MARKER: Z = SEE DESCRIPTION
 TU1596_SETTING: 0 = UNSPECIFIED SETTING
 TU1596
 TU1596  HISTORY     - Date     Condition        Report By
 TU1596  HISTORY     - 1932     MONUMENTED       CGS
 TU1596  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1596  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1596  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1596
 TU1596                          STATION DESCRIPTION
 TU1596
 TU1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1596'ABOUT 3/4 MILE E OF KAENA POINT, ON THE N SIDE OF THE RIDGE,
 TU1596'ABOUT 270 METERS NW OF THE KNOB KNOWN AS PUU PUEO, AND ON A
 TU1596'NARROW SHOULDER ABOUT 300 METERS E OF KAENA S.  THIS STATION SEES
 TU1596'ALL SHORE STATIONS TO LAND.
 TU1596'
 TU1596'STATION AND R.M.S 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE
 TU1596'IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 TU1596'
 TU1596'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1596
 TU1596                          STATION RECOVERY (1958)
 TU1596
 TU1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1596'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION,
 TU1596'THERE WAS NO SIGN OF MOVEMENT AT THE STATION OR REFERENCE MARKS,
 TU1596'HOWEVER THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS CHECKS
 TU1596'VERY POORLY, AN ALTERNATE ROUTE TO THE STATION FOLLOWS.
 TU1596'
 TU1596'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST
 TU1596'AND NORTH ON THE MAIN TRAVELED ROAD FOR 6.9 MILES TO THE END OF
 TU1596'THE PAVEMENT AT A CEMETERY ON THE RIGHT CONTINUE STRAIGHT AHEAD
 TU1596'FOR 1.5 MILES TO A T-ROAD RIGHT, TURN RIGHT AND FOLLOW THE
 TU1596'WINDING ROAD 1.6 MILES TO THE TOP OF THE HILL AND A
 TU1596'T-INTERSECTION, TURN LEFT AND FOLLOW THE MAIN RAOD WEST FOR 2.0
 TU1596'MILES TO ITS END AT THE BOTTOM OF A HILL, PACK WEST TO THE TOP
 TU1596'OF THE HILL AND STATION ROCKY, THENCE DOWN THE RIDGE TO A
 TU1596'NARROW SHOULDER AND THE STATION ABOUT A 15 MINUTE PACK.
 TU1596'
 TU1596'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1596
 TU1596                          STATION RECOVERY (1964)
 TU1596
 TU1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1596'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1596'COMPLETE DESCRIPTION FOLLOWS--
 TU1596'
 TU1596'STATION IS LOCATED ABOUT 3/4 MILE EAST OF KAENA POINT, AT ABOUT
 TU1596'700 FEET ELEVATION, ON A ROCK POINT ALONG NORTH SIDE OF RIDGE,
 TU1596'ABOUT 270 YARDS NORTHWEST FROM RADAR BUILDING NO. 41 AND 90 YARDS
 TU1596'NORTHWEST FROM THE TERMINAL PLATFORM OF AN OLD WW-II AERIAL TRAM.
 TU1596'
 TU1596'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTHERLY
 TU1596'ON FARRINGTON HIGHWAY FOR 9.1 MILES TO A MACADAM SIDE ROAD
 TU1596'RIGHT.  FOLLOW THIS ROAD UP SIDE OF RIDGE FOR 2.0 MILES TO TOP OF
 TU1596'RIDGE AND A GUARD BOOTH AT RADAR SITE, AT A T-JUNCTION.  TURN
 TU1596'LEFT AND FOLLOW MACADAM ROAD ALONG RIDGE FOR 2.0 MILES TO END OF
 TU1596'ROAD AT BUILDING NO. 41.  PACK DOWN ALONG RIDGE NORTHWESTERLY
 TU1596'FOR ABOUT 270 YARDS TO STATION.
 TU1596'
 TU1596'STATION MARK IS A STANDARD DISK STAMPED PUEO 1932, CEMENTED IN A
 TU1596'DRILL HOLE IN A 2 X 5-FOOT BEDROCK OUTCROP THAT PROJECTS 6 INCHES
 TU1596'ABOVE GROUND.  IT IS ABOUT 16 FEET SOUTH FROM EXTREME EDGE OF
 TU1596'ROCK POINT.
 TU1596'
 TU1596'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUEO NO 1,
 TU1596'CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK OUTCROP THAT PROJECTS
 TU1596'2 INCHES ABOVE GROUND.  IT IS 6 FEET EAST OF BLUFF EDGE AND 1.9
 TU1596'FEET HIGHER THAN STATION MARK.
 TU1596'
 TU1596'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUEO NO 2,
 TU1596'CEMENTED IN A DRILL HOLE IN A 3-FOOT-DIAMETER, BROWN, FLAT-TOPPED
 TU1596'BOULDER THAT PROJECTS 1-1/2 FEET ABOVE GROUND.  THE BOULDER IS
 TU1596'RINGED BY A SEMI-CIRCLE, ABOUT 15 FEET IN DIAMETER, OF WHITISH
 TU1596'BOULDERS, GENERALLY 3 TO 4 FEET HIGHER THAN THE MARK.  THE MARK
 TU1596'IS 3.5 FEET HIGHER THAN STATION MARK.
 TU1596'
 TU1596'NOTE--A DIFFERENCE IN THE DISTANCE AND ANGLE TO REFERENCE MARK
 TU1596'NUMBER TWO WAS NOTED AND CHECKED IN THE FIELD.  IT IS BELIEVED
 TU1596'THAT THE BOULDER THE MARK IS IN HAS SETTLED DOWNHILL.
 TU1596
 TU1596                          STATION RECOVERY (1969)
 TU1596
 TU1596'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1596'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AND
 TU1596'FOUND TO BE IN GOOD CONDITION.  A SLIGHT DIFFERENCE WAS FOUND
 TU1596'IN THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS, FROM WHAT
 TU1596'WAS RECORDED IN 1964.  A NEW DESCRIPTION FOLLOWS.
 TU1596'
 TU1596'THE STATION IS LOCATED ABOUT 9-1/4 MILES WEST OF WAIALUA, 8
 TU1596'MILES NORTH-NORTHWEST OF MAKAHA, 3/4 MILES EAST OF KAENA POINT
 TU1596'AND 90 YARDS WEST OF THE PLATFORM OF AN OLD AERIAL TRAM, ON THE
 TU1596'NORTH SLOPE OF A RIDGE.
 TU1596'
 TU1596'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE, GO
 TU1596'NORTHWEST ON STATE HIGHWAY 90 FOR 7.0 MILES TO KANEANA CAVE ON
 TU1596'THE RIGHT.  CONTINUE AHEAD ON STATE HIGHWAY 90 FOR 2.3 MILES TO
 TU1596'A SIDE ROAD RIGHT AND SIGN RESTRICTED AREA-UNITED STATES AIR
 TU1596'FORCE SPACE AND MISSILE SYSTEMS.  TURN RIGHT ON ASPHALT ROAD,
 TU1596'UP STEEP HILL, FOR 2.0 MILES TO A T ROAD INTERSECTION AND GUARD
 TU1596'GATE ON THE LEFT.  (STOP AT GUARD SHACK FOR CLEARANCE.) TURN
 TU1596'LEFT, NORTHWEST ON ASPHALT ROAD FOR 2.0 MILES TO THE END OF
 TU1596'THE ROAD, A BUILDING ON THE LEFT AND TRIANGULATION STATION
 TU1596'PAD.  PACK WESTERLY ALONG RIDGE THROUGH BRUSH TO THE
 TU1596'REMAINS OF SOME OLD BUILDINGS.  HERE BEAR RIGHT, LEAVING TOP
 TU1596'OF RIDGE, AND PICK WAY DOWN TO A ROCK LEDGE AND THE STATION.
 TU1596'
 TU1596'THE STATON MARK IS A STANDARD DISK, STAMPED PUEO 1932, CEMENTED
 TU1596'IN A DRILL HOLE IN BEDROCK WHICH IS PROJECTING ABOUT 2 INCHES
 TU1596'ABOVE THE GROUND SURFACE.  IT IS ABOUT 90 YARDS WEST OF THE
 TU1596'PLATFORM OF AN OLD AERIAL TRAM AND 16 FEET SOUTHEAST OF THE EDGE
 TU1596'OF THE ROCK LEDGE.
 TU1596'
 TU1596'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PUEO NO 1, CEMENTED
 TU1596'IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE
 TU1596'THE SURFACE.  IT IS ABOUT 6 FEET EAST OF THE EDGE OF THE LEDGE
 TU1596'AND ABOUT 2 FOOT HIGHER THAN THE STATION.
 TU1596'
 TU1596'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PUEO NO 2, CEMENTED
 TU1596'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET IN DIAMETER
 TU1596'AND PROJECTS ABOUT 18 INCHES.  IT IS A FLAT TOPPED BOULDER,
 TU1596'BROWN IN COLOR AND ABOUT 3-1/2 FEET HIGHER THAN THE STATION.
 TU1596'
 TU1596'TRIANGULATION STATION PAD IS ONLY ABOUT 1/4 MILE FROM THIS
 TU1596'STATION, THEREFORE NO AZIMUTH MARK IS NEEDED.
 TU1596'
 TU1596'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO ROUGH TERRAIN.
 TU1596'
 TU1596'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1596'
 TU1596'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1596'8 MILES NORTH-NORTHWEST OF MAKAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1061 ***********************************************************************
 TU1061  DESIGNATION -  PUHI
 TU1061  PID         -  TU1061
 TU1061  STATE/COUNTY-  HI/HONOLULU
 TU1061  USGS QUAD   -  MOKAPU (1983)
 TU1061
 TU1061                         *CURRENT SURVEY CONTROL
 TU1061  ___________________________________________________________________
 TU1061* NAD 83(1993)-  21 25 53.78514(N)    157 44 11.19192(W)     ADJUSTED  
 TU1061* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1061  ___________________________________________________________________
 TU1061  EPOCH DATE  -        1993.62
 TU1061  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 TU1061  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1061
 TU1061  HORZ ORDER  -  THIRD
 TU1061
 TU1061.The horizontal coordinates were established by classical geodetic methods
 TU1061.and adjusted by the National Geodetic Survey in December 1998..
 TU1061.The horizontal coordinates are valid at the epoch date displayed above.
 TU1061.The epoch date for horizontal control is a decimal equivalence
 TU1061.of Year/Month/Day.
 TU1061
 TU1061.The orthometric height was scaled from a topographic map.
 TU1061
 TU1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1061
 TU1061.The geoid height was determined by GEOID03.
 TU1061
 TU1061;                    North         East     Units Scale Factor Converg.
 TU1061;SPC HI 3     -    29,357.109   527,322.459   MT  0.99999922   +0 05 46.7
 TU1061;UTM  04      - 2,370,443.629   630,946.674   MT  0.99981189   +0 27 42.3
 TU1061
 TU1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1061!SPC HI 3     -   0.99999725  x   0.99999922  =   0.99999647
 TU1061!UTM  04      -   0.99999725  x   0.99981189  =   0.99980914
 TU1061
 TU1061|---------------------------------------------------------------------|
 TU1061| PID    Reference Object                     Distance      Geod. Az  |
 TU1061|                                                           dddmmss.s |
 TU1061| CJ8961 PUHI RM 2                            17.112 METERS 11832     |
 TU1061| CJ8962 PUHI RM 3                            16.799 METERS 21453     |
 TU1061| TU1075 KAILUA KANEOHE RESERVOIR            APPROX. 2.0 KM 2421717.2 |
 TU1061| TU1129 PAPAA 2                             APPROX. 2.4 KM 2442857.5 |
 TU1061| TU1074 KANEOHE BAY E RADIO TOWER OF 3      APPROX. 2.8 KM 3230820.6 |
 TU1061|---------------------------------------------------------------------|
 TU1061
 TU1061                          SUPERSEDED SURVEY CONTROL
 TU1061
 TU1061  NAD 83(1986)-  21 25 53.73547(N)    157 44 11.19971(W) AD(       ) 3
 TU1061  OLD HI      -  21 26 05.15000(N)    157 44 21.08900(W) AD(       ) 3
 TU1061
 TU1061.Superseded values are not recommended for survey control.
 TU1061.NGS no longer adjusts projects to the OLD HI datum.
 TU1061.See file dsdata.txt to determine how the superseded data were derived.
 TU1061
 TU1061_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3094770444(NAD 83)
 TU1061_MARKER: Z = SEE DESCRIPTION
 TU1061_SETTING: 0 = UNSPECIFIED SETTING
 TU1061
 TU1061  HISTORY     - Date     Condition        Report By
 TU1061  HISTORY     - 1932     MONUMENTED       CGS
 TU1061  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1061
 TU1061                          STATION DESCRIPTION
 TU1061
 TU1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1061'STATION IS ON A LITTLE MOUND JUST TO THE N OF THE FLOODGATE
 TU1061'TO KALUAPUHI POND.
 TU1061'
 TU1061'STATION MARK IS A STANDARD DISK SET IN CONCRETE.
 TU1061'
 TU1061'REFERENCE MARK IS A STANDARD DISK SET IN THE CENTER OF THE
 TU1061'MIDDLE CONCRETE PIER OF THE FLOODGATE.
 TU1061
 TU1061                          STATION RECOVERY (1964)
 TU1061
 TU1061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1061'STATION WAS RECOVERED.  THE CONCRETE MONUMENT WAS PROJECTING
 TU1061'ABOUT 1 FOOT ABOVE THE SAND, APPEARED SLIGHTLY TILTED, AND WAS
 TU1061'SLIGHTLY LOOSE.  A CHECK RUN WAS TAKEN WHICH PROVED THE STATION
 TU1061'TO BE AT THE ORIGINAL POINT.  THE REFERENCE MARK HAS BEEN
 TU1061'DESTROYED.  THE CENTER PIER OF THE FLOODGATE, IN WHICH IT WAS
 TU1061'SET, IS GONE.  THE STATION MONUMENT WAS LOWERED AND RE-INFORCED
 TU1061'WITH A LARGE MASS OF ROCK AND CONCRETE.  TWO NEW REFERENCE
 TU1061'MARKS, NUMBERS TWO AND THREE, WERE ESTABLISHED.  A COMPLETE
 TU1061'DESCRIPTION FOLLOWS--
 TU1061'
 TU1061'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE CENTER OF
 TU1061'KAILUA, ALONG THE EAST SHORE OF MOKAPU PENINSULA, AND AT THE
 TU1061'SOUTHEAST CORNER OF THE KANECHE MARINE CORPS AIR STATION, AT
 TU1061'THE NORTH SIDE OF THE MOUTH OF THE CHANNEL RUNNING FROM
 TU1061'KALUAPUHI POND.
 TU1061'
 TU1061'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 TU1061'MOKAPU RD. AND KANEOHE BAY DRIVE AT THE NORTH END OF KAILUA, GO
 TU1061'NORTHEAST ON MOKAPU RD. FOR 0.7 MILE TO THE ENTRANCE GATE OF
 TU1061'KANEOHE MARINE CORPS AIR STATION.  PASS THROUGH GATE, GO ABOUT
 TU1061'25 YARDS, THEN TURN RIGHT AND FOLLOW TRACK ROAD EAST ALONG
 TU1061'BOUNDARY FENCE FOR 0.35 MILE TO SHORELINE.  TURN LEFT AND GO
 TU1061'0.25 MILE TO END OF ROAD AT CHANNEL.  WALK ACROSS FOOTBRIDGE
 TU1061'TO STATION.
 TU1061'
 TU1061'STATION MARK IS A STANDARD DISK STAMPED PUHI 1932, SET IN THE
 TU1061'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 TU1061'GROUND.  IT IS 28 FEET NORTHEAST OF NORTH END OF FOOTBRIDGE, 65
 TU1061'FEET WEST OF WATERLINE AND 15 FEET WEST OF EDGE OF SANDBANK.
 TU1061'
 TU1061'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUHI NO
 TU1061'2 1932 1964, CEMENTED IN A DRILL HOLE IN BEDROCK ON THE BEACH
 TU1061'SHELF.  IT IS 30 FEET NORTH OF MOUTH OF CHANNEL AND 7 FEET
 TU1061'LOWER THAN STATION.
 TU1061'
 TU1061'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PUHI NO
 TU1061'3 1932 1964, CEMENTED IN A DRILL HOLE IN THE TOP OF THE STONE
 TU1061'AND CONCRETE CHANNEL WALL ALONG SOUTH SIDE OF CHANNEL.  IT IS 4
 TU1061'FEET EAST OF SOUTH END OF FOOTBRIDGE, 3.4 FEET LOWER THAN
 TU1061'STATION, AND SET AT A CURVE OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2822 ***********************************************************************
 TU2822  DESIGNATION -  PUHILELE
 TU2822  PID         -  TU2822
 TU2822  STATE/COUNTY-  HI/MAUI
 TU2822  USGS QUAD   -  KIPAHULU (1983)
 TU2822
 TU2822                         *CURRENT SURVEY CONTROL
 TU2822  ___________________________________________________________________
 TU2822* NAD 83(1993)-  20 39 11.28221(N)    156 02 50.24962(W)     ADJUSTED  
 TU2822* LOCAL TIDAL -        23.9    (meters)      78.     (feet)  VERT ANG  
 TU2822  ___________________________________________________________________
 TU2822  EPOCH DATE  -        1993.62
 TU2822  LAPLACE CORR-         -10.35  (seconds)                    DEFLEC99
 TU2822  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU2822
 TU2822  HORZ ORDER  -  FIRST
 TU2822
 TU2822.The horizontal coordinates were established by classical geodetic methods
 TU2822.and adjusted by the National Geodetic Survey in December 1998..
 TU2822.The horizontal coordinates are valid at the epoch date displayed above.
 TU2822.The epoch date for horizontal control is a decimal equivalence
 TU2822.of Year/Month/Day.
 TU2822
 TU2822.The orthometric height was determined by vertical angle observations.
 TU2822
 TU2822.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2822
 TU2822.The geoid height was determined by GEOID03.
 TU2822
 TU2822;                    North         East     Units Scale Factor Converg.
 TU2822;SPC HI 2     -    35,527.158   564,543.078   MT  1.00001813   +0 13 06.5
 TU2822;UTM  04      - 2,286,557.811   807,677.855   MT  1.00077011   +1 02 32.2
 TU2822;UTM  05      - 2,286,740.122   182,459.481   MT  1.00084634   -1 04 32.6
 TU2822
 TU2822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2822!SPC HI 2     -   0.99999382  x   1.00001813  =   1.00001195
 TU2822!UTM  04      -   0.99999382  x   1.00077011  =   1.00076392
 TU2822!UTM  05      -   0.99999382  x   1.00084634  =   1.00084015
 TU2822
 TU2822|---------------------------------------------------------------------|
 TU2822| PID    Reference Object                     Distance      Geod. Az  |
 TU2822|                                                           dddmmss.s |
 TU2822| CN6040 PUHILELE RM 1                        11.653 METERS 21014     |
 TU2822| TU2826 KIPAHULU OLD SUGAR MILL STACK       APPROX. 0.9 KM 2752802.6 |
 TU2822| CN6041 PUHILELE RM 2                        10.354 METERS 30413     |
 TU2822| TU2837 KIPAHULU CATH CHURCH                350.831 METERS 32042     |
 TU2822|---------------------------------------------------------------------|
 TU2822
 TU2822                          SUPERSEDED SURVEY CONTROL
 TU2822
 TU2822  NAD 83(1986)-  20 39 11.25046(N)    156 02 50.26964(W) AD(       ) 1
 TU2822  OLD HI      -  20 39 22.72600(N)    156 03 00.34700(W) AD(       ) 1
 TU2822
 TU2822.Superseded values are not recommended for survey control.
 TU2822.NGS no longer adjusts projects to the OLD HI datum.
 TU2822.See file dsdata.txt to determine how the superseded data were derived.
 TU2822
 TU2822_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHH0767886558(NAD 83)
 TU2822_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2822_SETTING: 66 = SET IN ROCK OUTCROP
 TU2822
 TU2822  HISTORY     - Date     Condition        Report By
 TU2822  HISTORY     - 1950     MONUMENTED       CGS
 TU2822  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU2822  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2822
 TU2822                          STATION DESCRIPTION
 TU2822
 TU2822'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2822'THE STATION IS LOCATED ON PUHILELE POINT AND LIES ABOUT 1.0 EAST OF
 TU2822'KIPAHULU, ABOUT 0.3 MILE SOUTH OF THE CATHOLIC CHURCH, ABOUT 100
 TU2822'FEET NORTH OF THE SEA BLUFF AND IN THE EASTERLY PART OF A ROCK WALL
 TU2822'INCLOSURE.
 TU2822'
 TU2822'THE STATION IS A STANDARD DISK, STAMPED PUHILELE 1950, SET INTO A
 TU2822'DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 TU2822'
 TU2822'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUHILELE NO 1
 TU2822'1950 , SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 10
 TU2822'INCHES.  IT IS LOCATED 25 FEET EAST OF A ROCK WALL AND ABOUT 4
 TU2822'FEET LOWER THAN THE STATION.
 TU2822'
 TU2822'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PUHILELE
 TU2822'NO 2 1950, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT
 TU2822'10 INCHES.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE
 TU2822'STATION.
 TU2822
 TU2822                          STATION RECOVERY (1963)
 TU2822
 TU2822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU2822'STATION WAS RECOVERED IN GOOD CONDITION.  THE FOLLOWING SHOULD BE
 TU2822'ADDED TO THE DESCRIPTION--
 TU2822'
 TU2822'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN KIPAHULU, PROCEED
 TU2822'EAST ALONG STATE HIGHWAY FOR ABOUT 0.5 MILES TO A LOCKED GATE AT
 TU2822'THE HEAD OF KUKUI BAY.  (THE KEY TO THIS GATE CAN BE OBTAINED FROM
 TU2822'THE REPAIR SHEDS OF THE UPPER KIPAHULU RANCH, LOCATED IN
 TU2822'KIPAHULU).  THENCE PROCEED ALONG THE WESTERN SHORE OF KUKUI BAY
 TU2822'FOR ABOUT 0.4 MILES OVER PASTURE ROADS TO THE FIRST GROUP OF
 TU2822'BROKEN ROCK WALLS AND THE STATION.
 TU2822
 TU2822                          STATION RECOVERY (1968)
 TU2822
 TU2822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2822'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2822'DISCREPANCY OF .023 METER WAS NOTED IN THE DISTANCE TO RM NO. 1.  IT
 TU2822'WAS DOUBLE-CHECKED AND FOUND THAT THE 1950 DISTANCE WAS APPARENTLY
 TU2822'SLOPE DISTANCE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2822'
 TU2822'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF HANA, 1/2-MILE EAST
 TU2822'OF THE KIPAHULU RANCH HEADQUARTERS, AND ABOUT 1150 FEET SOUTHEAST OF
 TU2822'A CEMETERY AND THE KANEKAUILA HEIAU, ON A BARE KNOLL SURROUNDED BY
 TU2822'A STONE FENCE ABOUT 80 FEET SQUARE.
 TU2822'
 TU2822'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO SOUTHEAST
 TU2822'ON STATE HIGHWAY 37 FOR 0.85 MILE.  TAKE RIGHT FORK AND FOLLOW
 TU2822'STATE HIGHWAY 31 FOR 26.9 MILES TO THE KIPAHULU RANCH HEADQUARTERS
 TU2822'ON LEFT.  CONTINUE ON HIGHWAY FOR 0.65 MILE TO LOCKED BOARD GATE
 TU2822'ON RIGHT.  (KEY WAS OBTAINED AT THE RANCH HEADQUARTERS).  PASS
 TU2822'THROUGH GATE AND FOLLOW TRACK ROAD DOWN SLOPE FOR 0.45 MILE TO
 TU2822'STATION ON LEFT, WHERE ROAD PASSES THROUGH GAP IN STONE WALL.
 TU2822'
 TU2822'STATION MARK IS A STANDARD DISK STAMPED PUHILELE 1950, CEMENTED IN
 TU2822'A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 20 FEET
 TU2822'SOUTHWEST OF THE NORTHEAST STONE FENCE AND 64 FEET SOUTHEAST OF
 TU2822'CENTER LINE OF ROAD.
 TU2822'
 TU2822'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUHILELE NO
 TU2822'1 1950, CEMENTED IN A DRILL HOLE IN LAVA BEDROCK THAT PROJECTS 6
 TU2822'INCHES FROM GROUND.  IT IS 2.9 FEET LOWER THAN STATION MARK.
 TU2822'
 TU2822'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUHILELE NO
 TU2822'2 1950, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE THAT PROJECTS
 TU2822'6 INCHES FROM GROUND.  IT IS 30 FEET SOUTHEAST OF CENTER LINE OF
 TU2822'ROAD AND 10 INCHES HIGHER THAN STATION MARK.
 TU2822'
 TU2822'STATION KIPAHULU CATHOLIC CHURCH 1950 WILL SERVE AS THE AZIMUTH
 TU2822'MARK.  IT IS 1151 FEET NORTHWEST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2542 ***********************************************************************
 TU2542  DESIGNATION -  PUIWA
 TU2542  PID         -  TU2542
 TU2542  STATE/COUNTY-  HI/HAWAII
 TU2542  USGS QUAD   -  HONAUNAU (1996)
 TU2542
 TU2542                         *CURRENT SURVEY CONTROL
 TU2542  ___________________________________________________________________
 TU2542* NAD 83(1993)-  19 22 29.82238(N)    155 53 42.67462(W)     ADJUSTED  
 TU2542* LOCAL TIDAL -        31.0    (meters)     102.     (feet)  VERT ANG  
 TU2542  ___________________________________________________________________
 TU2542  EPOCH DATE  -        1993.62
 TU2542  LAPLACE CORR-          25.60  (seconds)                    DEFLEC99
 TU2542  GEOID HEIGHT-          19.91  (meters)                     GEOID03
 TU2542
 TU2542  HORZ ORDER  -  SECOND
 TU2542
 TU2542.The horizontal coordinates were established by classical geodetic methods
 TU2542.and adjusted by the National Geodetic Survey in December 1998..
 TU2542.The horizontal coordinates are valid at the epoch date displayed above.
 TU2542.The epoch date for horizontal control is a decimal equivalence
 TU2542.of Year/Month/Day.
 TU2542
 TU2542.The orthometric height was determined by vertical angle observations.
 TU2542
 TU2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2542
 TU2542.The geoid height was determined by GEOID03.
 TU2542
 TU2542;                    North         East     Units Scale Factor Converg.
 TU2542;SPC HI 1     -    59,998.921   458,485.137   MT  0.99998796   -0 07 52.0
 TU2542;UTM  05      - 2,144,866.429   195,869.220   MT  1.00074350   -0 57 40.4
 TU2542
 TU2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2542!SPC HI 1     -   0.99999200  x   0.99998796  =   0.99997996
 TU2542!UTM  05      -   0.99999200  x   1.00074350  =   1.00073549
 TU2542
 TU2542|---------------------------------------------------------------------|
 TU2542| PID    Reference Object                     Distance      Geod. Az  |
 TU2542|                                                           dddmmss.s |
 TU2542| CN6042 PUIWA RM 1                            2.287 METERS 15241     |
 TU2542| TU2502 WAIKAKUU 4 RESET                    APPROX. 7.6 KM 1635535.3 |
 TU2542| CN6043 PUIWA RM 2                            4.882 METERS 21714     |
 TU2542|---------------------------------------------------------------------|
 TU2542
 TU2542                          SUPERSEDED SURVEY CONTROL
 TU2542
 TU2542  NAD 83(1986)-  19 22 29.81894(N)    155 53 42.71191(W) AD(       ) 2
 TU2542  OLD HI      -  19 22 40.67068(N)    155 53 52.75145(W) AD(       ) 2
 TU2542
 TU2542.Superseded values are not recommended for survey control.
 TU2542.NGS no longer adjusts projects to the OLD HI datum.
 TU2542.See file dsdata.txt to determine how the superseded data were derived.
 TU2542
 TU2542_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9586944866(NAD 83)
 TU2542_MARKER: Z = SEE DESCRIPTION
 TU2542_SETTING: 0 = UNSPECIFIED SETTING
 TU2542
 TU2542  HISTORY     - Date     Condition        Report By
 TU2542  HISTORY     - 1972     MONUMENTED       NGS
 TU2542
 TU2542                          STATION DESCRIPTION
 TU2542
 TU2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2542'THE STATION IS LOCATED 4.1 MILES SOUTHWEST OF THE POST OFFICE
 TU2542'AT HONAUNAU, 3.3 MILES SOUTH OF THE CITY OF REFUGE AND 1.5
 TU2542'MILES SOUTHEAST OF HOOKENA VILLAGE ON A PROMINENT BLUFF, ON A
 TU2542'FLAT LAVA MOUND, AT THE WEST END OF A CLIFF AND BRUSH LINE.  TO
 TU2542'REACH THE STATION FROM THE POST OFFICE IN HONAUNAU, GO SOUTH ON
 TU2542'STATE HIGHWAY 11 FOR 3.9 MILES TO HOOKENA SCHOOL, CONTINUE ON
 TU2542'THE HIGHWAY FOR 0.4 MILE TO A FORK IN THE ROAD AND A SIGN
 TU2542'SAYING HOOKENA.  TAKE THE RIGHT FORK AND GO 1.6 MILES TO A
 TU2542'SHARP RIGHT TURN IN THE ROAD.  FROM THERE PACK 0.2 MILE
 TU2542'TOWARDS THE OCEAN IN A SOUTHWESTERLY DIRECTION UNTIL REACHING
 TU2542'THE EDGE OF A CLIFF.  THE STATION IS MIDWAY BETWEEN LAINAMAIA
 TU2542'PT. AND KANEKAUKII PT. AND SEES ALL OF KAUHAKO BAY AND
 TU2542'HOOKENAS BEACH.
 TU2542'
 TU2542'STATION MARK IS A STANDARD DISK STAMPED PUIWA 1972, SET IN A
 TU2542'DRILL HOLE IN THE TOP OF A 5 FOOT DIAMETER LAVA MOUND.  IT IS 8
 TU2542'FEET FROM THE CLIFFS EDGE NEAR THE EDGE OF THE BRUSH LINE AND
 TU2542'150 FEET ABOVE THE OCEAN LEVEL.
 TU2542'
 TU2542'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED NO. 1 1972,
 TU2542'CEMENTED IN A DRILL HOLE IN A LAVA MOUND ABOUT 16 FEET FROM
 TU2542'THE CLIFFS EDGE.
 TU2542'
 TU2542'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED NO. 2 1972,
 TU2542'CEMENTED IN LAVA BED ABOUT 8 FEET FROM THE CLIFFS EDGE AND ABOUT
 TU2542'4 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3322 ***********************************************************************
 TU3322  DESIGNATION -  PUKOO
 TU3322  PID         -  TU3322
 TU3322  STATE/COUNTY-  HI/MAUI
 TU3322  USGS QUAD   -  
 TU3322
 TU3322                         *CURRENT SURVEY CONTROL
 TU3322  ___________________________________________________________________
 TU3322* NAD 83(1993)-  21 05 21.97882(N)    156 48 20.59957(W)     ADJUSTED  
 TU3322* LOCAL TIDAL -       469.     (meters)    1539.     (feet)  SCALED    
 TU3322  ___________________________________________________________________
 TU3322  EPOCH DATE  -        1993.62
 TU3322  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TU3322  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU3322
 TU3322  HORZ ORDER  -  THIRD
 TU3322
 TU3322.The horizontal coordinates were established by classical geodetic methods
 TU3322.and adjusted by the National Geodetic Survey in December 1998..
 TU3322.The horizontal coordinates are valid at the epoch date displayed above.
 TU3322.The epoch date for horizontal control is a decimal equivalence
 TU3322.of Year/Month/Day.
 TU3322
 TU3322.The orthometric height was scaled from a topographic map.
 TU3322
 TU3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3322
 TU3322.The geoid height was determined by GEOID03.
 TU3322
 TU3322;                    North         East     Units Scale Factor Converg.
 TU3322;SPC HI 2     -    83,714.431   485,551.452   MT  0.99996925   -0 03 00.1
 TU3322;UTM  04      - 2,333,617.278   727,954.147   MT  1.00024219   +0 47 23.6
 TU3322
 TU3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3322!SPC HI 2     -   0.99992382  x   0.99996925  =   0.99989307
 TU3322!UTM  04      -   0.99992382  x   1.00024219  =   1.00016599
 TU3322
 TU3322:                Primary Azimuth Mark                     Grid Az
 TU3322:SPC HI 2     -  KALUAAHA 1925                            255 07 18.0
 TU3322:UTM  04      -  KALUAAHA 1925                            254 16 54.3
 TU3322
 TU3322|---------------------------------------------------------------------|
 TU3322| PID    Reference Object                     Distance      Geod. Az  |
 TU3322|                                                           dddmmss.s |
 TU3322| TU3327 KALUAAHA 1925                       APPROX. 2.3 KM 2550417.9 |
 TU3322|---------------------------------------------------------------------|
 TU3322
 TU3322                          SUPERSEDED SURVEY CONTROL
 TU3322
 TU3322  NAD 83(1986)-  21 05 21.93296(N)    156 48 20.54779(W) AD(       ) 3
 TU3322  OLD HI      -  21 05 33.40000(N)    156 48 30.61000(W) AD(       ) 3
 TU3322
 TU3322.Superseded values are not recommended for survey control.
 TU3322.NGS no longer adjusts projects to the OLD HI datum.
 TU3322.See file dsdata.txt to determine how the superseded data were derived.
 TU3322
 TU3322_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2795433617(NAD 83)
 TU3322
 TU3322  HISTORY     - Date     Condition        Report By
 TU3322  HISTORY     - 1925     MONUMENTED       CGS
 TU3322  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3322
 TU3322                          STATION DESCRIPTION
 TU3322
 TU3322'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3322'ON THE SOUTHEASTERN COAST OF MOLOKAI, BACK FROM THE VILLAGE OF
 TU3322'PUKOO, ON TOP OF A GRASS-COVERED KNOB ON THE RIDGE RUNNING
 TU3322'BACK FROM PUKOO FISH POND, THE FIRST RIDGE EAST OF THE ONE ALONG
 TU3322'WHICH RUNS THE WAILUA FOOT TRAIL.  STATION IS AT THE APEX OF
 TU3322'THE TRIANGLE FORMED BY TWO GREAT CONVERGING GULCHES WHICH
 TU3322'BECOME ONE JUST ABOVE THE STATION, AND WHOSE BASE IS FLAT GROUND
 TU3322'AT SEA LEVEL.  THIS TRIANGLE SHOWS SMOOTH GRASS-COVERED
 TU3322'SLOPE OF LIGHT GREEN AGAINST THE DARK GREEN OF THE GULCHES ON
 TU3322'EITHER SIDE AND THE TIMBER SEEN ABOVE THE APEX ACROSS THE
 TU3322'REMARKABLY DEEP GULCH FORMATION.  PINEAPPLE CULTIVATION IS
 TU3322'BEING STARTED ON THE LOWER SLOPES OF THE HILL, AND A ROAD IS
 TU3322'UNDER CONSTRUCTION WHICH WILL LEAD SOME HALF WAY UP THE
 TU3322'HILL.  SUBSURFACE MARK IS A BOTTLE.  SURFACE MARK IS
 TU3322'A CONCRETE MONUMENT WITH STANDARD BRONZE DISK, NOTE 6 1/2.
 TU3322
 TU3322                          STATION RECOVERY (1962)
 TU3322
 TU3322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3322'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU3322'DESCRIPTION FOLLOWS--
 TU3322'
 TU3322'STATION IS LOCATED, AIRLINE, ABOUT 1-1/2 MILES NORTHWEST OF
 TU3322'KUPEKE FISHPOND AND 1-3/4 MILES NORTHEAST OF THE KALUAAHA CHURCH,
 TU3322'ON A BRUSHY POINT OF ABOUT 1500 FEET ELEVATION ON A RIDGE THAT LIES
 TU3322'BETWEEN PUNAULA GULCH AND PUKOO GULCH AND IS THE FIRST RIDGE EAST
 TU3322'OF THE ONE THAT THE WAILAU TRAIL RUNS UP.
 TU3322'
 TU3322'TO REACH FROM THE PUKOO POST OFFICE, GO EAST ON STATE HIGHWAY
 TU3322'45 FOR 0.8 MILE TO THE KALUAAHA CHURCH ON THE LEFT.  CONTINUE
 TU3322'FOR 1.7 MILES TO SIGN ON RIGHT WAILAU TRAIL.  CONTINUE FOR 0.15
 TU3322'MILE TO OLD BOARD GATE ON LEFT, 10 YARDS AFTER CROSSING A WHITE
 TU3322'WOODEN BRIDGE.  GO LEFT, THROUGH GATE, AND FOLLOW TRACK ROAD
 TU3322'NORTH FOR 0.25 MILE TO WIRE GATE IN FENCE CORNER.  PASS THROUGH
 TU3322'GATE AND GO RIGHT ON OLD TRACK ROAD FOR 0.15 MILE TO DIM FORK
 TU3322'BY A LONE FENCE POST.  TAKE LEFT FORK AND FOLLOW BULLDOZED
 TU3322'ROAD UP RIDGE FOR 0.45 MILE TO DIM CROSSROAD.  TURN RIGHT AND
 TU3322'GO UPGRADE ON TRACK ROAD FOR 0.7 MILE TO STATION ON NARROW,
 TU3322'BRUSHY POINT.
 TU3322'
 TU3322'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN A HORIZONTAL,
 TU3322'SQUARE OPENING OR TUNNEL WHICH PASSES THROUGH THE SIDE OF A 12-
 TU3322'INCH-SQUARE, CONCRETE MONUMENT.  THE MARK SETS ABOUT 14 INCHES
 TU3322'ABOVE GROUND.  THE TOP OF THE MONUMENT EXTENDS TO ABOUT 24
 TU3322'INCHES ABOVE GROUND.  AN IRON PIPE IS INSTALLED VERTICALLY
 TU3322'THROUGH THE CENTER OF THIS TOP PART, PERMITTING AN INSTRUMENT TO
 TU3322'BE PLUMBED OVER THE MARK, AND ALSO SERVING AS A SOCKET
 TU3322'WHICH SUPPORTS A REMOVEABLE METAL CYLINDER TARGET MOUNTED ON A
 TU3322'1-INCH IRON PIPE.  THE TARGET IS 8 INCHES IN DIAMETER AND
 TU3322'ABOUT 40 INCHES LONG.  IT EXTENDS ABOUT 8 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2336 ***********************************************************************
 TU2336  DESIGNATION -  PULAMA
 TU2336  PID         -  TU2336
 TU2336  STATE/COUNTY-  HI/HAWAII
 TU2336  USGS QUAD   -  KALAPANA (1994)
 TU2336
 TU2336                         *CURRENT SURVEY CONTROL
 TU2336  ___________________________________________________________________
 TU2336* NAD 83(1993)-  19 21 09.45490(N)    155 02 24.73149(W)     ADJUSTED  
 TU2336* LOCAL TIDAL -       201.5    (meters)     661.     (feet)  VERT ANG  
 TU2336  ___________________________________________________________________
 TU2336  EPOCH DATE  -        1993.62
 TU2336  LAPLACE CORR-         -18.17  (seconds)                    DEFLEC99
 TU2336  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU2336
 TU2336  HORZ ORDER  -  FIRST
 TU2336
 TU2336.The horizontal coordinates were established by classical geodetic methods
 TU2336.and adjusted by the National Geodetic Survey in December 1998..
 TU2336.The horizontal coordinates are valid at the epoch date displayed above.
 TU2336.The epoch date for horizontal control is a decimal equivalence
 TU2336.of Year/Month/Day.
 TU2336
 TU2336.The orthometric height was determined by vertical angle observations.
 TU2336
 TU2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2336
 TU2336.The geoid height was determined by GEOID03.
 TU2336
 TU2336;                    North         East     Units Scale Factor Converg.
 TU2336;SPC HI 1     -    57,544.521   548,308.834   MT  0.99999550   +0 09 08.5
 TU2336;UTM  05      - 2,141,110.325   285,689.622   MT  1.00016776   -0 40 34.8
 TU2336
 TU2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2336!SPC HI 1     -   0.99996579  x   0.99999550  =   0.99996129
 TU2336!UTM  05      -   0.99996579  x   1.00016776  =   1.00013355
 TU2336
 TU2336:                Primary Azimuth Mark                     Grid Az
 TU2336:SPC HI 1     -  HAKUMA                                   096 26 29.1
 TU2336:UTM  05      -  HAKUMA                                   097 16 12.4
 TU2336
 TU2336|---------------------------------------------------------------------|
 TU2336| PID    Reference Object                     Distance      Geod. Az  |
 TU2336|                                                           dddmmss.s |
 TU2336| TU2090 HAKUMA                              APPROX. 6.5 KM 0963537.6 |
 TU2336| CN6044 PULAMA RM 1                           0.545 METERS 23538     |
 TU2336| CN6045 PULAMA RM 2                          13.064 METERS 35428     |
 TU2336|---------------------------------------------------------------------|
 TU2336
 TU2336                          SUPERSEDED SURVEY CONTROL
 TU2336
 TU2336  NAD 83(1986)-  19 21 09.40537(N)    155 02 24.75720(W) AD(       ) 1
 TU2336  OLD HI      -  19 21 20.28055(N)    155 02 34.76289(W) AD(       ) 1
 TU2336
 TU2336.Superseded values are not recommended for survey control.
 TU2336.NGS no longer adjusts projects to the OLD HI datum.
 TU2336.See file dsdata.txt to determine how the superseded data were derived.
 TU2336
 TU2336_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8569041110(NAD 83)
 TU2336_MARKER: Z = SEE DESCRIPTION
 TU2336_SETTING: 0 = UNSPECIFIED SETTING
 TU2336
 TU2336  HISTORY     - Date     Condition        Report By
 TU2336  HISTORY     - 1914     MONUMENTED       CGS
 TU2336  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2336  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2336  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2336
 TU2336                          STATION DESCRIPTION
 TU2336
 TU2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2336'ON EASTERN COAST OF HAWAII, 4 MILES WEST OF KALAPANA, 2-1/4 MILES
 TU2336'NORTHWEST FROM KUPAPAU POINT, UP ON THE STEEP SLOPE, 50 METERS
 TU2336'BELOW TIMBER LINE.  A BLACK LAVA FLOW IS BETWEEN THE STATION AND
 TU2336'KUPAPAU POINT.  POSITION OF STATION MAY BE DETERMINED AS
 TU2336'FOLLOWS--THERE IS AN ISOLATED HOUSE BELONGING TO JOE CANARIO
 TU2336'ABOVE THE TRAIL, AND 330 METERS TO SOUTHWEST IN THE LAVA FLOW IS
 TU2336'A GRAVE WITH A GALVANIZED IRON ROOF.  FROM THE STATION THE
 TU2336'NORTHEAST PART OF KUPAPAU POINT WILL BE SEEN BETWEEN THE
 TU2336'HOUSE AND GRAVE.  AND THE COCONUT GROVE AT LAEAPUKI
 TU2336'WILL BEAR S. 20 DEG W.  ALSO FROM THE STATION THE HOUSE WILL
 TU2336'BE ON RANGE WITH A SMALL LAGOON IN THE BAY JUST ABOVE KUPAPAU
 TU2336'POINT.  MARKED BY A SURVEY TABLET SET IN A PATCH OF CEMENT
 TU2336'DOWN IN A FISSURE IN A NATURAL ROCK PILE SOME 4 FEET HIGH.
 TU2336'REFERENCE MARK IS A TABLET SET IN HIGHEST PART OF ABOVE ROCK
 TU2336'PILE.  IT IS 1.2 FEET HIGHER THAN THE STATION, AND IS 0.54
 TU2336'METERS (1.8 FEET) THEREFROM, BEARING S. 34 DEG W.
 TU2336
 TU2336                          STATION RECOVERY (1967)
 TU2336
 TU2336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2336'STATION MARK AND REFERENCE MARK WERE RECOVERED AND FOUND IN GOOD
 TU2336'CONDITION.  DISTANCE TO REFERENCE MARK WAS CHECKED AND FOUND
 TU2336'CORRECT.  THERE IS NOW A SUBDIVISION IN FLAT LAND TO SOUTHEAST OF
 TU2336'STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2336'
 TU2336'STATION IS LOCATED ABOUT 4 MILES WEST OF KALAPANA AND 2 MILES
 TU2336'NORTHWEST OF STATE HIGHWAY 13 AT ABOUT 660 FEET ELEVATION, ALONG
 TU2336'A RIDGE LINE RUNNING DOWN FROM THE HIGHER COUNTRY ABOVE.  IT IS
 TU2336'SLIGHTLY LEFT OF A LINE EXTENDED NORTH FROM THE WEST BOUNDARY
 TU2336'ROAD OF THE NEW SUBDIVISION.
 TU2336'
 TU2336'TO REACH STATION FROM THE POST OFFICE IN PAHOA, GO EAST 0.4
 TU2336'MILE.  TAKE RIGHT FORK AND GO SOUTH ON STATE HIGHWAY 13 FOR 9.7
 TU2336'MILES TO JUNCTION WITH STATE HIGHWAY 137.  CONTINUE ON STATE
 TU2336'HIGHWAY 13 FOR 1.3 MILES TO THE CHURCHES IN KALAPANA.  CONTINUE
 TU2336'WEST ON THE HIGHWAY FOR 3.0 MILES.  TURN RIGHT 20 YARDS THEN GO
 TU2336'LEFT FOR 0.5 MILE.  TAKE T-ROAD RIGHT AND GO NORTH 1.0 MILE TO
 TU2336'NORTHEAST CORNER OF SUBDIVISION.  TURN LEFT AND GO WEST 0.7
 TU2336'MILE TO NORTHWEST CORNER OF SUBDIVISION AND END OF TRUCK
 TU2336'TRAVEL AT 200 FEET ELEVATION.  PACK NORTHERLY, CLEARING TRAIL
 TU2336'UP ALONG RIDGE ABOUT 0.3 MILE TO STATION.  ABOUT 1-1/2 HOURS
 TU2336'REQUIRED TO CLEAR TRAIL.
 TU2336'
 TU2336'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN ROCK
 TU2336'1-1/2 FEET DOWN INSIDE A NARROW DEPRESSION IN THE TOP OF A LARGE
 TU2336'ROCK PILE ABOUT 8 FEET IN DIAMETER AND PROJECTING ABOUT 5 FEET
 TU2336'ABOVE GENERAL GROUND LINE.  IT IS ON A SMALL FLAT PART OF THE
 TU2336'SLOPING RIDGE LINE AND 60 FEET SOUTH OF THE FIRST OHIA TREE ON
 TU2336'THE RIDGE (ABOUT 40 FEET TALL).  THE MORE DENSE OHIA GROWTH IS
 TU2336'UPHILL ABOUT 200 YARDS AND A FEW ARE SCATTERED DOWN STATION
 TU2336'RIDGE.
 TU2336'
 TU2336'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2336'IN A DRILL HOLE IN AN OUTCROPPING PART OF THE TOP OF THE ROCK
 TU2336'PILE.  IT IS ABOUT 1-1/2 FEET HIGHER THAN STATION MARK.
 TU2336
 TU2336                          STATION RECOVERY (1977)
 TU2336
 TU2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2336'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 TU2336'CONDITION, BUT NO DATA WAS AVAILABLE FOR A COMPARISON CHECK TO
 TU2336'REFERENCE MARK 1.  REFERENCE MARK 2 WAS SET AT THIS TIME AND DUE
 TU2336'TO CHANGES A NEW DESCRIPTION FOLLOWS.
 TU2336'
 TU2336'THE STATION IS LOCATED ABOUT 4 MILES WEST OF KALAPANA VILLAGE, 2
 TU2336'MILES NORTH OF HIGHWAY 13 AT ABOUT 660 FEET ELEVATION AND IS ON
 TU2336'PROPERTY OWNED BY NORONA CONSTRUCTION COMPANY, PHONE NUMBER
 TU2336'935-1997.
 TU2336'
 TU2336'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 137 AND
 TU2336'13 AT THE NORTHEAST EDGE OF KALAPANA VILLAGE, GO SOUTHWEST ON
 TU2336'HIGHWAY 13 FOR 1.2 MILES TO KALAPANA VILLAGE AND TWO CHURCHES,
 TU2336'ONE ON EACH SIDE OF THE HIGHWAY.  CONTINUE SOUTHWEST ON HIGHWAY 13
 TU2336'FOR 3.1 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, THEN LEFT AND
 TU2336'CONTINUE WEST ON A PAVED ROAD FOR 1.1 MILES TO A SIDE ROAD
 TU2336'RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 1.45 MILES
 TU2336'TO A CROSS ROAD.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.15
 TU2336'MILE TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD
 TU2336'FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY
 TU2336'ON THE PAVED ROAD FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT.
 TU2336'TURN LEFT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.1 MILE TO
 TU2336'THE STATION ON THE RIGHT.
 TU2336'
 TU2336'STATION MARK IS A C AND GS DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2336'HOLE IN ROCK, 1-1/2 FEET DOWN INSIDE A NARROW DEPRESSION IN THE TOP
 TU2336'A LARGE ROCK PILE ABOUT 8 FEET IN DIAMETER AND PROJECTING ABOUT
 TU2336'5 FEET ABOVE THE GENERAL GROUND LINE.  IT IS 55 FEET WEST OF THE
 TU2336'TRACK ROAD AND ABOUT 15 FEET HIGHER.
 TU2336'
 TU2336'REFERENCE MARK 1 IS A C AND GS DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2336'HOLE IN THE ROCK THAT SURROUNDS THE STATION MARK AND IS ABOUT
 TU2336'1-1/2 FEET ABOVE THE STATION MARK.  IT IS 57 FEET WEST OF THE
 TU2336'TRACK ROAD AND ABOUT 15 FEET HIGHER.
 TU2336'
 TU2336'REFERENCE MARK 2 IS A NGS DISK STAMPED PULANA 1914 NO 2 1977,
 TU2336'CEMENTED IN A DRILL HOLE IN LAVA ROCK AND IS FLUSH WITH THE GROUND
 TU2336'SURFACE.  IT IS 55 FEET WEST OF THE TRACK ROAD, 23 FEET SOUTH OF A
 TU2336'12-INCH OHIA TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION
 TU2336'MARK.
 TU2336'
 TU2336'HEIGHT OF LIGHT ABOVE STATION MARK 7.6 FEET.
 TU2336'
 TU2336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2336'4 MILES WEST OF KALAPANA VILLAGE.
 TU2336
 TU2336                          STATION RECOVERY (1978)
 TU2336
 TU2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2336'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TU2336'
 TU2336'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2336'4 MILES WEST OF KALAPANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2970 ***********************************************************************
 TU2970  DESIGNATION -  PULEHU
 TU2970  PID         -  TU2970
 TU2970  STATE/COUNTY-  HI/MAUI
 TU2970  USGS QUAD   -  PUU O KALI (1992)
 TU2970
 TU2970                         *CURRENT SURVEY CONTROL
 TU2970  ___________________________________________________________________
 TU2970* NAD 83(1993)-  20 47 50.47134(N)    156 25 06.40406(W)     ADJUSTED  
 TU2970* LOCAL TIDAL -       158.3    (meters)     519.     (feet)  VERT ANG  
 TU2970  ___________________________________________________________________
 TU2970  EPOCH DATE  -        1993.62
 TU2970  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 TU2970  GEOID HEIGHT-          16.48  (meters)                     GEOID03
 TU2970
 TU2970  HORZ ORDER  -  FIRST
 TU2970
 TU2970.The horizontal coordinates were established by classical geodetic methods
 TU2970.and adjusted by the National Geodetic Survey in December 1998..
 TU2970.The horizontal coordinates are valid at the epoch date displayed above.
 TU2970.The epoch date for horizontal control is a decimal equivalence
 TU2970.of Year/Month/Day.
 TU2970
 TU2970.The orthometric height was determined by vertical angle observations.
 TU2970
 TU2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2970
 TU2970.The geoid height was determined by GEOID03.
 TU2970
 TU2970;                    North         East     Units Scale Factor Converg.
 TU2970;SPC HI 2     -    51,390.461   525,841.519   MT  0.99997492   +0 05 17.3
 TU2970;UTM  04      - 2,301,870.978   768,726.813   MT  1.00049254   +0 55 01.8
 TU2970
 TU2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2970!SPC HI 2     -   0.99997253  x   0.99997492  =   0.99994745
 TU2970!UTM  04      -   0.99997253  x   1.00049254  =   1.00046506
 TU2970
 TU2970:                Primary Azimuth Mark                     Grid Az
 TU2970:SPC HI 2     -  WAIAKOA HOLY GHOST CATH CHURCH           111 47 50.7
 TU2970:UTM  04      -  WAIAKOA HOLY GHOST CATH CHURCH           110 58 06.2
 TU2970
 TU2970|---------------------------------------------------------------------|
 TU2970| PID    Reference Object                     Distance      Geod. Az  |
 TU2970|                                                           dddmmss.s |
 TU2970| TU2966 WAIAKOA HOLY GHOST CATH CHURCH      APPROX.10.2 KM 1115308.0 |
 TU2970| CN6046 PULEHU RM 1                           5.896 METERS 12417     |
 TU2970| CN6047 PULEHU RM 2                           6.624 METERS 27602     |
 TU2970| TU2987 PUU NENE AIRPORT BEACON             APPROX. 5.0 KM 3011050.4 |
 TU2970| TU2980 PUU NENE SUGAR MILL S STACK         APPROX. 8.6 KM 3343448.9 |
 TU2970|---------------------------------------------------------------------|
 TU2970
 TU2970                          SUPERSEDED SURVEY CONTROL
 TU2970
 TU2970  NAD 83(1986)-  20 47 50.43520(N)    156 25 06.39465(W) AD(       ) 1
 TU2970  OLD HI      -  20 48 01.96000(N)    156 25 16.53900(W) AD(       ) 1
 TU2970
 TU2970.Superseded values are not recommended for survey control.
 TU2970.NGS no longer adjusts projects to the OLD HI datum.
 TU2970.See file dsdata.txt to determine how the superseded data were derived.
 TU2970
 TU2970_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6872701871(NAD 83)
 TU2970_MARKER: Z = SEE DESCRIPTION
 TU2970_SETTING: 0 = UNSPECIFIED SETTING
 TU2970
 TU2970  HISTORY     - Date     Condition        Report By
 TU2970  HISTORY     - 1950     MONUMENTED       CGS
 TU2970  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2970
 TU2970                          STATION DESCRIPTION
 TU2970
 TU2970'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2970'LOCATED IN SOUTHERN MAUI, WAILUKU DISTRICT, ABOUT 7 MILES
 TU2970'SOUTHEAST OF KAHULUI ABOUT 3 MILES EAST SOUTHEAST OF KIHEI
 TU2970'AND ABOUT 0.4 MILES SOUTH OF A PLANTATION DIRT ROAD, ON SUMMIT
 TU2970'OF A LOW KNOLL IN OPEN PASTURE LAND.
 TU2970'
 TU2970'STATION IS A STANDARD DISK CEMENTED IN THE TOP OF A 4 INCH
 TU2970'IRON PIPE WHICH IS SET IN CONCRETE AND PROJECTS ABOUT 2
 TU2970'FEET.  STAMPED PULEHU 1949.
 TU2970'
 TU2970'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  A STANDARD
 TU2970'DISK SET IN A BOULDER PROJECTING ABOUT 1 FOOT, STAMPED PULEHU
 TU2970'NO 1 1949.
 TU2970'
 TU2970'REFERENCE MARK NO.2 IS WEST OF THE STATION.  A STANDARD DISK
 TU2970'SET IN A BOULDER FLUSH WITH THE GROUND, STAMPED PULEHU NO 2 1949.
 TU2970'
 TU2970'TO REACH FROM THE POST OFFICE AT KIHEI--GO SOUTHEAST FOR ABOUT
 TU2970'200 FEET THEN TURN LEFT AND GO NORTHEAST ON A GRADED ROAD FOR
 TU2970'3.0 MILES, TURN RIGHT AND GO EASTERLY ON A FIELD ROAD FOR
 TU2970'0.5 MILES, CROSS OVER IRRIGATION DITCH, TURN LEFT AND GO NORTHERLY
 TU2970'FOR 0.25 MILES, TURN RIGHT AND FOLLOW DIM TRACK ROAD FOR
 TU2970'0.2 MILES TO A GATE.  ENTER PASTURE, TURN RIGHT AND GO ACROSS
 TU2970'COUNTRY FOR 0.5 MILES TO TOP OF RIDGE AND STATION.
 TU2970'
 TU2970'HEIGHT OF LIGHT ABOVE STATION MARK 1.06 METERS.
 TU2970
 TU2970                          STATION RECOVERY (1968)
 TU2970
 TU2970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2970'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2970'TRACK ROAD IS NOW BLOCKED BY A FENCE LINE AT EDGE OF CANE FIELD
 TU2970'AND THE STATION CANNOT BE DRIVEN.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2970'
 TU2970'STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF PUUNENE, 3
 TU2970'MILES EAST-NORTHEAST OF THE POST OFFICE AT KIHEI, 1250 FEET EAST
 TU2970'OF A FENCE LINE, AND ABOUT 2000 FEET EAST OF THE EAST EDGE OF
 TU2970'CANE FIELDS AND ANOTHER FENCE LINE BORDERING THE FIELD.  ON A
 TU2970'FLAT, GRASSY RISE IN PASTURELAND, AT ABOUT 519 FEET ELEVATION.
 TU2970'
 TU2970'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO EAST AND
 TU2970'NORTHEAST ON UPPER KIHEI ROAD FOR 0.8 MILE TO DIAGONAL
 TU2970'CROSSROAD.  BEAR RIGHT AND GO 2.25 MILES TO A T-ROAD RIGHT.  TURN
 TU2970'RIGHT AND GO 0.5 MILE TO T-JUNCTION, JUST AFTER CROSSING
 TU2970'CANAL.  TURN RIGHT AND GO SOUTH 0.3 MILE TO FORK.  TAKE LEFT FORK
 TU2970'AND GO 0.15 MILE TO END OF TRUCK TRAVEL BY AN ARTERIAL CANAL
 TU2970'JUNCTION ON RIGHT.  PACK EAST, UP THROUGH TREES, FOR ABOUT 2000
 TU2970'FEET TO STATION.
 TU2970'
 TU2970'STATION MARK IS A STANDARD DISK STAMPED PULEHU 1949, SET IN
 TU2970'CEMENT IN THE TOP OF A 3-INCH IRON PIPE SET IN CONCRETE AND
 TU2970'PROJECTING 14 INCHES FROM GROUND.  THERE IS A LARGE CAIRN WITH A
 TU2970'TARGET POLE, CENTERED OVER THE MARK.
 TU2970'
 TU2970'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PULEHU NO 1
 TU2970'1949, CEMENTED IN A DRILL HOLE IN A ROUNDED BEDROCK OUTCROP
 TU2970'PROJECTING 8 INCHES FROM GROUND, AND 16 INCHES LOWER THAN STATION
 TU2970'MARK.
 TU2970'
 TU2970'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PULEHU NO 2
 TU2970'1949, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND, AND
 TU2970'3 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3204 ***********************************************************************
 TU3204  DESIGNATION -  PUM WINDMILL
 TU3204  PID         -  TU3204
 TU3204  STATE/COUNTY-  HI/MAUI
 TU3204  USGS QUAD   -  
 TU3204
 TU3204                         *CURRENT SURVEY CONTROL
 TU3204  ___________________________________________________________________
 TU3204* NAD 83(1993)-  20 46 29.24409(N)    156 49 37.79406(W)     ADJUSTED  
 TU3204* LOCAL TIDAL -                                                        
 TU3204  ___________________________________________________________________
 TU3204  EPOCH DATE  -        1993.62
 TU3204  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 TU3204  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU3204
 TU3204  HORZ ORDER  -  THIRD
 TU3204
 TU3204.The horizontal coordinates were established by classical geodetic methods
 TU3204.and adjusted by the National Geodetic Survey in December 1998..
 TU3204.The horizontal coordinates are valid at the epoch date displayed above.
 TU3204.The epoch date for horizontal control is a decimal equivalence
 TU3204.of Year/Month/Day.
 TU3204
 TU3204
 TU3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3204
 TU3204.The geoid height was determined by GEOID03.
 TU3204
 TU3204;                    North         East     Units Scale Factor Converg.
 TU3204;SPC HI 2     -    48,880.912   483,288.560   MT  0.99997012   -0 03 24.9
 TU3204;UTM  04      - 2,298,745.183   726,198.013   MT  1.00023236   +0 46 15.7
 TU3204
 TU3204                          SUPERSEDED SURVEY CONTROL
 TU3204
 TU3204  NAD 83(1986)-  20 46 29.19839(N)    156 49 37.77590(W) AD(       ) 4
 TU3204  OLD HI      -  20 46 40.58000(N)    156 49 47.83000(W) AD(       ) 3
 TU3204
 TU3204.Superseded values are not recommended for survey control.
 TU3204.NGS no longer adjusts projects to the OLD HI datum.
 TU3204.See file dsdata.txt to determine how the superseded data were derived.
 TU3204
 TU3204_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH2619898745(NAD 83)
 TU3204
 TU3204  HISTORY     - Date     Condition        Report By
 TU3204  HISTORY     - UNK      MONUMENTED
 TU3204  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3204  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3204
 TU3204                          STATION DESCRIPTION
 TU3204
 TU3204'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3204'STATION WAS NOT VISITED.  THE WINDMILL IS VISIBLE AND APPARENTLY
 TU3204'IN GOOD CONDITION.
 TU3204
 TU3204                          STATION RECOVERY (1962)
 TU3204
 TU3204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3204'STATION IS DESTROYED.  THE OLD FAN OF THE WINDMILL IS LAYING
 TU3204'UP IN A KIAWE TREE AND THE DERRICK IS COMPLETELY MISSING.  A POLE
 TU3204'CORRAL SURROUNDS THE WELL WHERE IT STOOD AND THE METAL HOOPS
 TU3204'OF AN OLD WOODEN TANK ARE LAYING IN A PILE ON THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1539 ***********************************************************************
 TU1539  DESIGNATION -  PUMP
 TU1539  PID         -  TU1539
 TU1539  STATE/COUNTY-  HI/HONOLULU
 TU1539  USGS QUAD   -  KAENA (1983)
 TU1539
 TU1539                         *CURRENT SURVEY CONTROL
 TU1539  ___________________________________________________________________
 TU1539* NAD 83(1993)-  21 34 27.66252(N)    158 10 51.31699(W)     ADJUSTED  
 TU1539* LOCAL TIDAL -                                                        
 TU1539  ___________________________________________________________________
 TU1539  EPOCH DATE  -        1993.62
 TU1539  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 TU1539  GEOID HEIGHT-          14.83  (meters)                     GEOID03
 TU1539
 TU1539  HORZ ORDER  -  THIRD
 TU1539
 TU1539.The horizontal coordinates were established by classical geodetic methods
 TU1539.and adjusted by the National Geodetic Survey in December 1998..
 TU1539.The horizontal coordinates are valid at the epoch date displayed above.
 TU1539.The epoch date for horizontal control is a decimal equivalence
 TU1539.of Year/Month/Day.
 TU1539
 TU1539
 TU1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1539
 TU1539.The geoid height was determined by GEOID03.
 TU1539
 TU1539;                    North         East     Units Scale Factor Converg.
 TU1539;SPC HI 3     -    45,149.969   481,262.596   MT  0.99999434   -0 03 59.5
 TU1539;UTM  04      - 2,385,937.649   584,798.083   MT  0.99968885   +0 18 04.3
 TU1539
 TU1539                          SUPERSEDED SURVEY CONTROL
 TU1539
 TU1539  NAD 83(1986)-  21 34 27.61359(N)    158 10 51.32914(W) AD(       ) 4
 TU1539  OLD HI      -  21 34 38.99500(N)    158 11 01.25200(W) AD(       ) 3
 TU1539
 TU1539.Superseded values are not recommended for survey control.
 TU1539.NGS no longer adjusts projects to the OLD HI datum.
 TU1539.See file dsdata.txt to determine how the superseded data were derived.
 TU1539
 TU1539_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8479885938(NAD 83)
 TU1539
 TU1539  HISTORY     - Date     Condition        Report By
 TU1539  HISTORY     - 1910     MONUMENTED       CGS
 TU1539  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1539  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1539
 TU1539                          STATION DESCRIPTION
 TU1539
 TU1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1539'CENTER OF TALL SLENDER BLACK SMOKE-STACK ON THE PUMPING STATION
 TU1539'NEAR WEST SIDE OF THE WAIALUA SUGAR PLANTATION.
 TU1539
 TU1539                          STATION RECOVERY (1932)
 TU1539
 TU1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1539'THE POWER PLANT HAS BEEN REMOVED, BUT THE FOUNDATIONS WERE
 TU1539'FOUND.  A NEW ELECTRIC PUMPING STATION HAS BEEN BUILT E OF
 TU1539'THE OLD FOUNDATION.
 TU1539
 TU1539                          STATION RECOVERY (1952)
 TU1539
 TU1539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1539'THIS PUMPING STATION HAS BEEN REMOVED.  STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2972 ***********************************************************************
 TU2972  DESIGNATION -  PUMP STACK
 TU2972  PID         -  TU2972
 TU2972  STATE/COUNTY-  HI/MAUI
 TU2972  USGS QUAD   -  PUU O KALI (1992)
 TU2972
 TU2972                         *CURRENT SURVEY CONTROL
 TU2972  ___________________________________________________________________
 TU2972* NAD 83(1993)-  20 48 34.08036(N)    156 25 40.35504(W)     ADJUSTED  
 TU2972* LOCAL TIDAL -                                                        
 TU2972  ___________________________________________________________________
 TU2972  EPOCH DATE  -        1993.62
 TU2972  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 TU2972  GEOID HEIGHT-          16.38  (meters)                     GEOID03
 TU2972
 TU2972  HORZ ORDER  -  THIRD
 TU2972
 TU2972.The horizontal coordinates were established by classical geodetic methods
 TU2972.and adjusted by the National Geodetic Survey in December 1998..
 TU2972.The horizontal coordinates are valid at the epoch date displayed above.
 TU2972.The epoch date for horizontal control is a decimal equivalence
 TU2972.of Year/Month/Day.
 TU2972
 TU2972
 TU2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2972
 TU2972.The geoid height was determined by GEOID03.
 TU2972
 TU2972;                    North         East     Units Scale Factor Converg.
 TU2972;SPC HI 2     -    52,730.096   524,857.716   MT  0.99997430   +0 05 05.4
 TU2972;UTM  04      - 2,303,196.916   767,723.209   MT  1.00048588   +0 54 51.6
 TU2972
 TU2972                          SUPERSEDED SURVEY CONTROL
 TU2972
 TU2972  NAD 83(1986)-  20 48 34.04231(N)    156 25 40.34314(W) AD(       ) 4
 TU2972  OLD HI      -  20 48 45.55000(N)    156 25 50.53000(W) AD(       ) 3
 TU2972
 TU2972.Superseded values are not recommended for survey control.
 TU2972.NGS no longer adjusts projects to the OLD HI datum.
 TU2972.See file dsdata.txt to determine how the superseded data were derived.
 TU2972
 TU2972_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6772303197(NAD 83)
 TU2972
 TU2972  HISTORY     - Date     Condition        Report By
 TU2972  HISTORY     - UNK      MONUMENTED
 TU2972  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU2972  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU2972
 TU2972                          STATION DESCRIPTION
 TU2972
 TU2972'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU2972'STATION IS A PROMINENT BLACK STACK ABOUT 2 MILES NORTHEAST OF
 TU2972'KIHEI, SOUTHWEST COAST OF MAUI.
 TU2972
 TU2972                          STATION RECOVERY (1999)
 TU2972
 TU2972'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1295 ***********************************************************************
 TU1295  DESIGNATION -  PUMPING STATION CHIMNEY
 TU1295  PID         -  TU1295
 TU1295  STATE/COUNTY-  HI/HONOLULU
 TU1295  USGS QUAD   -  HONOLULU (1983)
 TU1295
 TU1295                         *CURRENT SURVEY CONTROL
 TU1295  ___________________________________________________________________
 TU1295* NAD 83(1993)-  21 17 53.44455(N)    157 51 46.30484(W)     ADJUSTED  
 TU1295* LOCAL TIDAL -                                                        
 TU1295  ___________________________________________________________________
 TU1295  EPOCH DATE  -        1993.62
 TU1295  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 TU1295  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1295
 TU1295  HORZ ORDER  -  THIRD
 TU1295
 TU1295.The horizontal coordinates were established by classical geodetic methods
 TU1295.and adjusted by the National Geodetic Survey in December 1998..
 TU1295.The horizontal coordinates are valid at the epoch date displayed above.
 TU1295.The epoch date for horizontal control is a decimal equivalence
 TU1295.of Year/Month/Day.
 TU1295
 TU1295
 TU1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1295
 TU1295.The geoid height was determined by GEOID03.
 TU1295
 TU1295;                    North         East     Units Scale Factor Converg.
 TU1295;SPC HI 3     -    14,567.098   514,229.603   MT  0.99999250   +0 02 59.3
 TU1295;UTM  04      - 2,355,573.689   617,950.788   MT  0.99977192   +0 24 47.1
 TU1295
 TU1295                          SUPERSEDED SURVEY CONTROL
 TU1295
 TU1295  NAD 83(1986)-  21 17 53.39336(N)    157 51 46.31466(W) AD(       ) 4
 TU1295  OLD HI      -  21 18 04.78700(N)    157 51 56.17600(W) AD(       ) 3
 TU1295
 TU1295.Superseded values are not recommended for survey control.
 TU1295.NGS no longer adjusts projects to the OLD HI datum.
 TU1295.See file dsdata.txt to determine how the superseded data were derived.
 TU1295
 TU1295_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1795155574(NAD 83)
 TU1295
 TU1295  HISTORY     - Date     Condition        Report By
 TU1295  HISTORY     - UNK      MONUMENTED
 TU1295  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1295  HISTORY     - 19990926 GOOD             USPSQD
 TU1295
 TU1295                          STATION DESCRIPTION
 TU1295
 TU1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1295'STATION WAS IDENTIFIED BY ANGLE AT STATION PUNCHBOWL AND
 TU1295'RECOVERED.  IT IS A SQUARE, SLIGHTLY-TAPERING, GREY BRICK
 TU1295'STACK, 63 FEET HIGH, WITH A CORNICED TOP.  LOCATED AT THE
 TU1295'NORTHEAST CORNER OF FORT ARMSTRONG IN HONOLULU, AT INTERSECTION
 TU1295'OF KEAWE STREET AND ALA MOANA BOULEVARD, AT THE CITY OF
 TU1295'HONOLULU SEWER PUMPING PLANT.
 TU1295
 TU1295                          STATION RECOVERY (1999)
 TU1295
 TU1295'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2367 ***********************************************************************
 TU2367  DESIGNATION -  PUN
 TU2367  PID         -  TU2367
 TU2367  STATE/COUNTY-  HI/HAWAII
 TU2367  USGS QUAD   -  PAHALA (1995)
 TU2367
 TU2367                         *CURRENT SURVEY CONTROL
 TU2367  ___________________________________________________________________
 TU2367* NAD 83(1993)-  19 08 15.78546(N)    155 29 11.81302(W)     ADJUSTED  
 TU2367* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU2367  ___________________________________________________________________
 TU2367  EPOCH DATE  -        1993.62
 TU2367  LAPLACE CORR-         -10.20  (seconds)                    DEFLEC99
 TU2367  GEOID HEIGHT-          18.87  (meters)                     GEOID03
 TU2367
 TU2367  HORZ ORDER  -  THIRD
 TU2367
 TU2367.The horizontal coordinates were established by classical geodetic methods
 TU2367.and adjusted by the National Geodetic Survey in December 1998..
 TU2367.The horizontal coordinates are valid at the epoch date displayed above.
 TU2367.The epoch date for horizontal control is a decimal equivalence
 TU2367.of Year/Month/Day.
 TU2367
 TU2367.The orthometric height was scaled from a topographic map.
 TU2367
 TU2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2367
 TU2367.The geoid height was determined by GEOID03.
 TU2367
 TU2367;                    North         East     Units Scale Factor Converg.
 TU2367;SPC HI 1     -    33,691.868   501,408.152   MT  0.99996669   +0 00 15.8
 TU2367;UTM  05      - 2,117,927.391   238,435.227   MT  1.00044580   -0 48 56.4
 TU2367
 TU2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2367!SPC HI 1     -   0.99999578  x   0.99996669  =   0.99996247
 TU2367!UTM  05      -   0.99999578  x   1.00044580  =   1.00044157
 TU2367
 TU2367:                Primary Azimuth Mark                     Grid Az
 TU2367:SPC HI 1     -  KAMEHAME NEW                             069 56 06.8
 TU2367:UTM  05      -  KAMEHAME NEW                             070 45 19.0
 TU2367
 TU2367|---------------------------------------------------------------------|
 TU2367| PID    Reference Object                     Distance      Geod. Az  |
 TU2367|                                                           dddmmss.s |
 TU2367| TU2363 KAMEHAME NEW                        APPROX. 2.3 KM 0695622.6 |
 TU2367| CN6049 PUN RM 2                             32.112 METERS 26011     |
 TU2367| CN6048 PUN RM 1                              6.289 METERS 34230     |
 TU2367|---------------------------------------------------------------------|
 TU2367
 TU2367                          SUPERSEDED SURVEY CONTROL
 TU2367
 TU2367  NAD 83(1986)-  19 08 15.76466(N)    155 29 11.85943(W) AD(       ) 3
 TU2367  OLD HI      -  19 08 26.59500(N)    155 29 21.88000(W) AD(       ) 3
 TU2367
 TU2367.Superseded values are not recommended for survey control.
 TU2367.NGS no longer adjusts projects to the OLD HI datum.
 TU2367.See file dsdata.txt to determine how the superseded data were derived.
 TU2367
 TU2367_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3843517927(NAD 83)
 TU2367_MARKER: DD = SURVEY DISK
 TU2367_SETTING: 0 = UNSPECIFIED SETTING
 TU2367_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2367_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2367
 TU2367  HISTORY     - Date     Condition        Report By
 TU2367  HISTORY     - 1929     MONUMENTED       CGS
 TU2367  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2367  HISTORY     - 19791010 GOOD             NOS
 TU2367
 TU2367                          STATION DESCRIPTION
 TU2367
 TU2367'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2367'A BRONZE DISC SET FLUSH IN THE SURFACE OF THE LAVA ON THE FIRST
 TU2367'PROMINENT MOUND OF THE PAHOEHOE LAVA ON THE SEASHORE EAST OF THE
 TU2367'TOWN OF PUNALUU, HAWAII, AND ONE MILE E. X N. OF THE WAREHOUSE
 TU2367'AT PUNALUU.  THE STATION MARK IS ABOUT 18 METERS FROM THE HIGH
 TU2367'WATER LINE AND ABOUT 12 OR 15 FEET ABOVE SEA LEVEL.
 TU2367'
 TU2367'R. M. NO. 1 IS ON THE SAME MOUND.
 TU2367'
 TU2367'R. M. NO. 2 IS ON THE LOWER MOUND TO THE WESTWARD.
 TU2367'
 TU2367'HEIGHT OF SIGNAL ABOVE STATION MARK - 6 METERS.
 TU2367
 TU2367                          STATION RECOVERY (1967)
 TU2367
 TU2367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2367'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2367'COMPLETE DESCRIPTION FOLLOWS--
 TU2367'
 TU2367'STATION IS LOCATED IN THE SOUTHERN PART OF THE ISLAND, ALONG THE
 TU2367'COASTLINE, ABOUT 1 MILE EAST OF PUNALUU VILLAGE, IN ROUGH LAVA
 TU2367'AREA, ON TOP OF A LAVA MOUND.
 TU2367'
 TU2367'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTHEAST ON
 TU2367'PIKAKE ST. FOR 0.2 MILE.  TURN RIGHT ON STATE HIGHWAY 15 AND GO
 TU2367'0.85 MILE.  TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 11 FOR
 TU2367'3.8 MILES.  TURN LEFT ON THE PUNALUU ROAD AND GO DOWNGRADE 0.75
 TU2367'MILE.  TURN LEFT ONTO OLD RAILROAD GRADE AND GO 0.35 MILE TO END
 TU2367'OF ROAD AT OLD DOCK.  WALK EASTERLY ON GOOD TRAIL ACROSS ROCK
 TU2367'AND LAVA ABOUT 1 MILE TO STATION.
 TU2367'
 TU2367'STATION MARK IS A STANDARD DISK STAMPED PUN 1929, CEMENTED IN A
 TU2367'DRILL HOLE IN LAVA BEDROCK 20 FEET NORTH OF THE 8-FOOT-HIGH, SHEER
 TU2367'SOUTH EDGE OF THE MOUND.  IT IS 5-1/2 FEET NORTHEAST OF A CAIRN
 TU2367'WITH A 6 X 6-INCH TIMBER 9 FEET LONG IN THE CENTER, AND ABOUT 100
 TU2367'FEET NORTH OF WATER LINE.  AN AREA COVERED WITH LARGE, ROUNDED
 TU2367'BOULDERS BEGINS AT EAST SIDE OF STATION AND RUNS EAST ABOUT
 TU2367'200 YARDS.
 TU2367'
 TU2367'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1929,
 TU2367'CEMENTED IN A DRILL HOLE IN THE NORTH PART OF THE STATION MOUND,
 TU2367'ACROSS A LARGE CRACK FROM STATION MARK AND 6 FEET EAST OF ANOTHER
 TU2367'LARGE CRACK.
 TU2367'
 TU2367'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 2 1929,
 TU2367'CEMENTED IN A DRILL HOLE IN A LAVA AREA ACROSS A BOULDER-STREWN
 TU2367'DRAW FROM STATION.  IT IS 21 FEET NORTH OF A BLUFF EDGE AND ABOUT
 TU2367'4 FEET LOWER THAN STATION MARK.
 TU2367
 TU2367                          STATION RECOVERY (1979)
 TU2367
 TU2367'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2367'RECOVERED AS DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1464 ***********************************************************************
 TU1464  DESIGNATION -  PUNA 1910
 TU1464  PID         -  TU1464
 TU1464  STATE/COUNTY-  HI/HONOLULU
 TU1464  USGS QUAD   -  KAHANA (1983)
 TU1464
 TU1464                         *CURRENT SURVEY CONTROL
 TU1464  ___________________________________________________________________
 TU1464* NAD 83(1993)-  21 34 20.53640(N)    157 52 30.37926(W)     ADJUSTED  
 TU1464* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1464  ___________________________________________________________________
 TU1464  EPOCH DATE  -        1993.62
 TU1464  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 TU1464  GEOID HEIGHT-          14.65  (meters)                     GEOID03
 TU1464
 TU1464  HORZ ORDER  -  THIRD
 TU1464
 TU1464.The horizontal coordinates were established by classical geodetic methods
 TU1464.and adjusted by the National Geodetic Survey in December 1998..
 TU1464.The horizontal coordinates are valid at the epoch date displayed above.
 TU1464.The epoch date for horizontal control is a decimal equivalence
 TU1464.of Year/Month/Day.
 TU1464
 TU1464.The orthometric height was scaled from a topographic map.
 TU1464
 TU1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1464
 TU1464.The geoid height was determined by GEOID03.
 TU1464
 TU1464;                    North         East     Units Scale Factor Converg.
 TU1464;SPC HI 3     -    44,925.100   512,935.076   MT  0.99999207   +0 02 45.3
 TU1464;UTM  04      - 2,385,916.062   616,462.961   MT  0.99976760   +0 24 49.1
 TU1464
 TU1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1464!SPC HI 3     -   0.99999754  x   0.99999207  =   0.99998961
 TU1464!UTM  04      -   0.99999754  x   0.99976760  =   0.99976514
 TU1464
 TU1464:                Primary Azimuth Mark                     Grid Az
 TU1464:SPC HI 3     -  PROTESTANT CHURCH SPIRE                  319 18 23.5
 TU1464:UTM  04      -  PROTESTANT CHURCH SPIRE                  318 56 19.7
 TU1464
 TU1464|---------------------------------------------------------------------|
 TU1464| PID    Reference Object                     Distance      Geod. Az  |
 TU1464|                                                           dddmmss.s |
 TU1464| TU1466 PROTESTANT CHURCH SPIRE             APPROX. 2.1 KM 3192108.8 |
 TU1464| TU1467 OLD CATHOLIC CHURCH SPIRE           APPROX. 2.3 KM 3212702.7 |
 TU1464| TU1476 LAIE=LAIE 2 RESET                   APPROX. 9.6 KM 3315902.7 |
 TU1464|---------------------------------------------------------------------|
 TU1464
 TU1464                          SUPERSEDED SURVEY CONTROL
 TU1464
 TU1464  NAD 83(1986)-  21 34 20.48710(N)    157 52 30.38762(W) AD(       ) 3
 TU1464  OLD HI      -  21 34 31.97200(N)    157 52 40.32900(W) AD(       ) 3
 TU1464
 TU1464.Superseded values are not recommended for survey control.
 TU1464.NGS no longer adjusts projects to the OLD HI datum.
 TU1464.See file dsdata.txt to determine how the superseded data were derived.
 TU1464
 TU1464_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1646385916(NAD 83)
 TU1464
 TU1464  HISTORY     - Date     Condition        Report By
 TU1464  HISTORY     - 1910     MONUMENTED       CGS
 TU1464  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1464
 TU1464                          STATION DESCRIPTION
 TU1464
 TU1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1464'ON THE NORTH SIDE OF KAHANA BAY, IN A SMALL OPENING OF THE LOW
 TU1464'BRUSH, SOME 40 FEET FROM THE ROAD TOWARD THE SEA.  AN ANGLE
 TU1464'IN THE FENCE WHICH BORDERS THE LAND SIDE OF THE ROAD IS IN
 TU1464'LINE WITH THE LOWEST GAP IN THE MOUNTAINS TOWARD THE WEST, THE
 TU1464'POINT WHERE THE NORTH SLOPE OF THE NEAR RIDGE CUTS THE SOUTH
 TU1464'SLOPE OF THE MORE DISTANT MOUNTAINS.  KAHANA BAY IS OPEN EXCEPT
 TU1464'FOR A SMALL PART OF ITS NORTHWEST CORNER.  STATION MARKED BY A
 TU1464'SMALL STONE ABOUT 8 BY 6 INCHES AND 4 INCHES THICK WITH CROSS
 TU1464'CUT IN TOP SET SOME 6 INCHES BELOW SURFACE OF GROUND.  ABOVE
 TU1464'THIS IS AN IRREGULAR STONE WITH 1/2-INCH DRILL HOLE IN TOP,
 TU1464'PROJECTING SOME 3 OR 4 INCHES ABOVE GROUND.
 TU1464
 TU1464                          STATION RECOVERY (1965)
 TU1464
 TU1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1464'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED TO BE
 TU1464'DESTROYED.  THERE ARE NOW HOMES IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3437 ***********************************************************************
 TU3437  DESIGNATION -  PUNAKOU
 TU3437  PID         -  TU3437
 TU3437  STATE/COUNTY-  HI/MAUI
 TU3437  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3437
 TU3437                         *CURRENT SURVEY CONTROL
 TU3437  ___________________________________________________________________
 TU3437* NAD 83(1993)-  21 07 34.27666(N)    157 08 55.54652(W)     ADJUSTED  
 TU3437* LOCAL TIDAL -       384.     (meters)    1260.     (feet)  VERT ANG  
 TU3437  ___________________________________________________________________
 TU3437  EPOCH DATE  -        1993.62
 TU3437  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 TU3437  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU3437
 TU3437  HORZ ORDER  -  SECOND
 TU3437
 TU3437.The horizontal coordinates were established by classical geodetic methods
 TU3437.and adjusted by the National Geodetic Survey in December 1998..
 TU3437.The horizontal coordinates are valid at the epoch date displayed above.
 TU3437.The epoch date for horizontal control is a decimal equivalence
 TU3437.of Year/Month/Day.
 TU3437
 TU3437.The orthometric height was determined by vertical angle observations.
 TU3437.No vertical observational check was made to the station.
 TU3437
 TU3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3437
 TU3437.The geoid height was determined by GEOID03.
 TU3437
 TU3437;                    North         East     Units Scale Factor Converg.
 TU3437;SPC HI 2     -    87,852.762   449,919.737   MT  0.99999765   -0 10 25.5
 TU3437;UTM  04      - 2,337,233.044   692,259.632   MT  1.00005680   +0 40 02.8
 TU3437
 TU3437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3437!SPC HI 2     -   0.99993715  x   0.99999765  =   0.99993480
 TU3437!UTM  04      -   0.99993715  x   1.00005680  =   0.99999395
 TU3437
 TU3437|---------------------------------------------------------------------|
 TU3437| PID    Reference Object                     Distance      Geod. Az  |
 TU3437|                                                           dddmmss.s |
 TU3437| CN6050 PUNAKOU RM 1                          7.967 METERS 04316     |
 TU3437| CN6051 PUNAKOU RM 2                          7.511 METERS 15655     |
 TU3437| TU3439 MAUNA LOA 1872                      APPROX. 2.0 KM 3342600.5 |
 TU3437|---------------------------------------------------------------------|
 TU3437
 TU3437                          SUPERSEDED SURVEY CONTROL
 TU3437
 TU3437  NAD 83(1986)-  21 07 34.23356(N)    157 08 55.49994(W) AD(       ) 2
 TU3437  OLD HI      -  21 07 45.68500(N)    157 09 05.63400(W) AD(       ) 2
 TU3437
 TU3437.Superseded values are not recommended for survey control.
 TU3437.NGS no longer adjusts projects to the OLD HI datum.
 TU3437.See file dsdata.txt to determine how the superseded data were derived.
 TU3437
 TU3437_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9226037233(NAD 83)
 TU3437_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU3437
 TU3437  HISTORY     - Date     Condition        Report By
 TU3437  HISTORY     - 1962     MONUMENTED       CGS
 TU3437  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3437
 TU3437                          STATION DESCRIPTION
 TU3437
 TU3437'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3437'STATION IS LOCATED, AIRLINE, ABOUT 9 MILES WEST OF KAUNAKAKAI,
 TU3437'4.0 EAST NORTHEAST OF THE TOWN OF MAUNA LOA, ON THE EAST END OF
 TU3437'A SMALL RIDGE.
 TU3437'
 TU3437'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45
 TU3437'AND 46, JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY
 TU3437'ON STATE HIGHWAY 46 FOR 7.1 MILES TO A FORK AND SIGN MAUNA
 TU3437'LOA.  KEEP LEFT AND FOLLOW STATE HIGHWAY 46 FOR 5.75 MILES TO A
 TU3437'DIRT CROSSROAD AT THE TOP OF THE GRADE, AND SIGN ON RIGHT UNITED
 TU3437'STATES COAST GUARD.  TURN LEFT AND GO SOUTHERLY ON ROAD THROUGH
 TU3437'PINEAPPLE FIELD FOR 0.2 MILE TO GATE ON RIGHT, AT NORTH END OF
 TU3437'GROVE OF TREES.  BEAR RIGHT, THROUGH GATE, AND FOLLOW GRADED
 TU3437'ROAD FOR 0.4 MILE TO A T-INTERSECTION, TURN LEFT AND GO 0.1
 TU3437'MILE TO A LOCKED GATE ON THE LEFT, PASS THROUGH GATE AND FOLLOW
 TU3437'ROAD .7 MILE TO A BOARD GATE, PASS THROUGH GATE AND FOLLOW
 TU3437'ROAD SOUTHEAST 0.7 MILE TO THE TOP OF THE HILL AND A
 TU3437'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE TRACK
 TU3437'ROAD FOR 0.2 MILE TO THE SOUTHEAST EDGE OF THE HILL AND THE
 TU3437'STATION MARK.
 TU3437'
 TU3437'THE STATION MARK IS A STANDARD DISK STAMPED, PUNAKOU 1962,
 TU3437'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 INCH, 4.8
 TU3437'FEET EAST OF A WHITE WITNESS POST.
 TU3437'
 TU3437'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, PUNAKOU NO 1
 TU3437'1962 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 TU3437'1 FOOT ABOVE THE SURFACE OF THE GROUND.
 TU3437'
 TU3437'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, PUNAKOU NO 2
 TU3437'1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 TU3437'1 FOOT ABOVE GROUND.
 TU3437'
 TU3437'MAUNA LOA CAN BE USED AS THE AZIMUTH.
 TU3437
 TU3437                          STATION RECOVERY (1964)
 TU3437
 TU3437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3437'STATION WAS RECOVERED AS DESCRIBED IN 1962.  THE ORIGINAL
 TU3437'TO-REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3480 ***********************************************************************
 TU3480  DESIGNATION -  PUNAKUA 2
 TU3480  PID         -  TU3480
 TU3480  STATE/COUNTY-  HI/MAUI
 TU3480  USGS QUAD   -  ILIO POINT (1993)
 TU3480
 TU3480                         *CURRENT SURVEY CONTROL
 TU3480  ___________________________________________________________________
 TU3480* NAD 83(1993)-  21 05 52.43620(N)    157 16 21.79107(W)     ADJUSTED  
 TU3480* LOCAL TIDAL -        87.     (meters)     285.     (feet)  VERT ANG  
 TU3480  ___________________________________________________________________
 TU3480  EPOCH DATE  -        1993.62
 TU3480  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 TU3480  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU3480
 TU3480  HORZ ORDER  -  SECOND
 TU3480
 TU3480.The horizontal coordinates were established by classical geodetic methods
 TU3480.and adjusted by the National Geodetic Survey in December 1998..
 TU3480.The horizontal coordinates are valid at the epoch date displayed above.
 TU3480.The epoch date for horizontal control is a decimal equivalence
 TU3480.of Year/Month/Day.
 TU3480
 TU3480.The orthometric height was determined by vertical angle observations.
 TU3480.No vertical observational check was made to the station.
 TU3480
 TU3480.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3480
 TU3480.The geoid height was determined by GEOID03.
 TU3480
 TU3480;                    North         East     Units Scale Factor Converg.
 TU3480;SPC HI 2     -    84,764.692   437,030.821   MT  1.00001565   -0 13 05.4
 TU3480;UTM  04      - 2,333,956.140   679,417.144   MT  0.99999781   +0 37 18.9
 TU3480
 TU3480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3480!SPC HI 2     -   0.99998386  x   1.00001565  =   0.99999951
 TU3480!UTM  04      -   0.99998386  x   0.99999781  =   0.99998167
 TU3480
 TU3480|---------------------------------------------------------------------|
 TU3480| PID    Reference Object                     Distance      Geod. Az  |
 TU3480|                                                           dddmmss.s |
 TU3480| CN6052 PUNAKUA 2 RM 1                        6.918 METERS 06358     |
 TU3480| TU3472 HALENA                              APPROX. 2.6 KM 0831230.4 |
 TU3480| CN6053 PUNAKUA 2 RM 2                        4.513 METERS 15025     |
 TU3480|---------------------------------------------------------------------|
 TU3480
 TU3480                          SUPERSEDED SURVEY CONTROL
 TU3480
 TU3480  NAD 83(1986)-  21 05 52.39422(N)    157 16 21.74710(W) AD(       ) 2
 TU3480  OLD HI      -  21 06 03.83400(N)    157 16 31.87800(W) AD(       ) 2
 TU3480
 TU3480.Superseded values are not recommended for survey control.
 TU3480.NGS no longer adjusts projects to the OLD HI datum.
 TU3480.See file dsdata.txt to determine how the superseded data were derived.
 TU3480
 TU3480_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7941733956(NAD 83)
 TU3480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3480_SETTING: 66 = SET IN ROCK OUTCROP
 TU3480
 TU3480  HISTORY     - Date     Condition        Report By
 TU3480  HISTORY     - 1962     MONUMENTED       CGS
 TU3480
 TU3480                          STATION DESCRIPTION
 TU3480
 TU3480'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3480'STATION IS LOCATED, AIRLINE, ABOUT 4-3/4 MILES SOUTHWEST OF
 TU3480'THE VILLAGE OF MAUNA LOA, 1-3/4 MILES WEST-NORTHWEST OF THE
 TU3480'SAND-LOADING PLANT AT HALE O LONO POINT, 2-1/2 MILES EAST OF
 TU3480'LAAU POINT WHICH IS THE WESTERNMOST POINT OF MOLOKAI ISLAND, AND
 TU3480'1/2 MILE NORTH OF THE SOUTH COAST OF THE ISLAND, ON THE SUMMIT
 TU3480'OF A REDROCK AND BRUSHY KNOLL OF ABOUT 298 FEET ELEVATION.
 TU3480'
 TU3480'TO REACH FROM THE POST OFFICE IN MAUNA LOA, GO WESTERLY ON
 TU3480'STATE HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD SHARP
 TU3480'LEFT, AFTER ROUNDING A RIGHT CURVE IN THE HIGHWAY.  TURN SHARP
 TU3480'LEFT AND GO SOUTHWEST FOR 1.0 MILE TO A T-JUNCTION.  TURN RIGHT
 TU3480'AND GO WEST ON WIDE GRADED ROAD FOR 0.4 MILE TO A FORK.  TAKE
 TU3480'RIGHT FORK AND GO 0.25 MILE TO STATION POHAKULOA ON THE
 TU3480'RIGHT.  CONTINUE WESTERLY ON GRADED ROAD FOR 1.05 MILES TO
 TU3480'WASH.  CROSS WASH AND CONTINUE ON GRADED ROAD ALONG FENCE LINE
 TU3480'FOR 0.5 MILE TO A LOCKED GATE.  PASS THROUGH GATE AND
 TU3480'CONTINUE FOR 0.4 MILE TO A T-JUNCTION JUST LEFT OF A
 TU3480'CATTLEGUARD.  TURN LEFT AND FOLLOW WIDE SAND ROAD FOR 1.7
 TU3480'MILES TO A TRACK ROAD RIGHT, AT TOP OF GRADE.  TURN RIGHT
 TU3480'AND GO WESTERLY FOR 0.65 MILE TO A FORK.  TAKE LEFT FORK
 TU3480'FOR 0.15 MILE TO CROSSROAD AT STAKE.  TURN LEFT FOR 20 YARDS
 TU3480'THEN TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 0.6 MILE TO
 TU3480'GROVE OF TREES ON RIGHT, WHERE FENCE BEGINS TO BEAR AWAY FROM
 TU3480'ROAD ON LEFT.  CONTINUE AHEAD FOR 0.1 MILE TO DIM SIDE ROAD
 TU3480'LEFT.  GO LEFT FOR 0.1 MILE TO FENCE CORNER ON LEFT.
 TU3480'PASS AROUND FENCE CORNER AND BEAR SOUTHEAST ON OLD TRACK
 TU3480'ROAD FOR 0.3 MILE TO CAIRN ON RIGHT.  TURN RIGHT AND GO
 TU3480'CROSS-COUNTRY SOUTH-SOUTHWEST FOR 0.15 MILE TO END OF TRUCK
 TU3480'TRAVEL AT LEFT SIDE OF SHALLOW ROCKY WASH AT EDGE OF DENSE
 TU3480'BRUSH.  PACK SOUTH-SOUTHWEST THROUGH TREES FOR ABOUT 250 YARDS
 TU3480'TO SUMMIT OF KNOLL AND STATION.
 TU3480'
 TU3480'STATION MARK IS A STANDARD DISK STAMPED PUNAKUA 2 1962, CEMENTED
 TU3480'IN A DRILL HOLE IN A 3-FOOT-DIAMETER RED ROCK OUTCROP THAT
 TU3480'PROJECTS 16 INCHES ABOVE GROUND.  IT IS ON THE OPEN NORTH SIDE OF
 TU3480'THE HILL, ABOUT 10 YARDS NORTHEAST OF DENSE BRUSH.
 TU3480'
 TU3480'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUNAKUA 2 NO
 TU3480'1 1962, CEMENTED IN A DRILL HOLE IN THE WEST END OF A
 TU3480'6-FOOT-DIAMETER RED ROCK OUTCROP THAT PROJECTS 2 FEET ABOVE
 TU3480'GROUND.  IT IS ON THE NORTHEAST SLOPE OF THE HILL AND ABOUT 2 FEET
 TU3480'LOWER THAN THE STATION.
 TU3480'
 TU3480'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUNAKUA 2
 TU3480'NO 2 1962, CEMENTED IN A DRILL HOLE IN A 4-FOOT-DIAMETER, RED
 TU3480'ROCK OUTCROP THAT PROJECTS ABOUT 2-1/2 FEET ABOVE GROUND.  IT
 TU3480'IS THE HIGHEST OUTCROP IN THE VICINITY, IS 20 FEET NORTHWEST OF
 TU3480'DENSE BRUSH AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 TU3480'
 TU3480'STATION HALENA WILL SERVE AS THE AZIMUTH MARK.
 TU3480'
 TU3480'NOTE--KEY FOR LOCKED GATE MAY BE OBTAINED FROM THE MOLOKAI
 TU3480'RANCH OFFICE IN KAUNAKAKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2431 ***********************************************************************
 TU2431  DESIGNATION -  PUNALUU
 TU2431  PID         -  TU2431
 TU2431  STATE/COUNTY-  HI/HAWAII
 TU2431  USGS QUAD   -  PUNALUU (1982)
 TU2431
 TU2431                         *CURRENT SURVEY CONTROL
 TU2431  ___________________________________________________________________
 TU2431* NAD 83(1993)-  19 08 59.55924(N)    155 30 39.63127(W)     ADJUSTED  
 TU2431* LOCAL TIDAL -       117.6    (meters)     386.     (feet)  VERT ANG  
 TU2431  ___________________________________________________________________
 TU2431  EPOCH DATE  -        1993.62
 TU2431  LAPLACE CORR-         -10.32  (seconds)                    DEFLEC99
 TU2431  GEOID HEIGHT-          19.61  (meters)                     GEOID03
 TU2431
 TU2431  HORZ ORDER  -  FIRST
 TU2431
 TU2431.The horizontal coordinates were established by classical geodetic methods
 TU2431.and adjusted by the National Geodetic Survey in December 1998..
 TU2431.The horizontal coordinates are valid at the epoch date displayed above.
 TU2431.The epoch date for horizontal control is a decimal equivalence
 TU2431.of Year/Month/Day.
 TU2431
 TU2431.The orthometric height was determined by vertical angle observations.
 TU2431
 TU2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2431
 TU2431.The geoid height was determined by GEOID03.
 TU2431
 TU2431;                    North         East     Units Scale Factor Converg.
 TU2431;SPC HI 1     -    35,037.774   498,841.954   MT  0.99996668   -0 00 13.0
 TU2431;UTM  05      - 2,119,310.573   235,887.320   MT  1.00046236   -0 49 27.1
 TU2431
 TU2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2431!SPC HI 1     -   0.99997843  x   0.99996668  =   0.99994511
 TU2431!UTM  05      -   0.99997843  x   1.00046236  =   1.00044078
 TU2431
 TU2431:                Primary Azimuth Mark                     Grid Az
 TU2431:SPC HI 1     -  PAHALA HAWAIIAN AG CO MILL STK           034 18 21.3
 TU2431:UTM  05      -  PAHALA HAWAIIAN AG CO MILL STK           035 07 35.4
 TU2431
 TU2431|---------------------------------------------------------------------|
 TU2431| PID    Reference Object                     Distance      Geod. Az  |
 TU2431|                                                           dddmmss.s |
 TU2431| TU2366 PAHALA HAWAIIAN AG CO MILL STK      APPROX. 6.3 KM 0341808.3 |
 TU2431| TU2365 PAHALA HAWAIIAN AG CO STACK         APPROX. 6.3 KM 0343431.2 |
 TU2431| TU2358 PUU ULAULA RESET                    APPROX.10.3 KM 0544532.3 |
 TU2431| CN6054 PUNALUU RM 1                          4.480 METERS 12853     |
 TU2431| TU2439 HONUAPO HUTCHINSON STACK 1967       APPROX. 7.7 KM 2111050.7 |
 TU2431| TU2440 HONUAPO HUTCHINSON MILL STACK       APPROX. 7.7 KM 2111416.5 |
 TU2431| CN6055 PUNALUU RM 2                          5.144 METERS 23906     |
 TU2431|---------------------------------------------------------------------|
 TU2431
 TU2431                          SUPERSEDED SURVEY CONTROL
 TU2431
 TU2431  NAD 83(1986)-  19 08 59.54147(N)    155 30 39.67611(W) AD(       ) 1
 TU2431  OLD HI      -  19 09 10.37600(N)    155 30 49.68700(W) AD(       ) 1
 TU2431
 TU2431.Superseded values are not recommended for survey control.
 TU2431.NGS no longer adjusts projects to the OLD HI datum.
 TU2431.See file dsdata.txt to determine how the superseded data were derived.
 TU2431
 TU2431_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3588719311(NAD 83)
 TU2431_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2431_SETTING: 80 = SET IN A BOULDER
 TU2431_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2431
 TU2431  HISTORY     - Date     Condition        Report By
 TU2431  HISTORY     - 1949     MONUMENTED       CGS
 TU2431  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2431  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2431
 TU2431                          STATION DESCRIPTION
 TU2431
 TU2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2431'THE STATION IS LOCATED ON THE CREST OF A LOW LAVA RIDGE WHICH
 TU2431'LIES ABOUT 5 MILES NORTHEAST OF HONUAPO, ABOUT 4 MILES SOUTHWEST
 TU2431'OF PAHALA, ABOUT 1 MILE NORTH OF PUNALUU AND ABOUT 200 FEET NORTH
 TU2431'OF THE ROAD WHICH RUNS BETWEEN NAALEHU AND HILO.
 TU2431'
 TU2431'TO REACH THE STATION FROM THE POST OFFICE AT NAALEHU.  GO
 TU2431'EAST AND NORTH, TOWARD HILO, FOR 3.5 MILES.  PASS THE SUGAR MILL
 TU2431'AT HONUAPE AND FOLLOW THE HIGHWAY NORTHEASTERLY FOR 5 MILES TO
 TU2431'THE PUNALUU CUT-OFF ROAD.  CONTINUE STRAIGHT AHEAD, TOWARD HILO,
 TU2431'FOR 0.1 MILE TO THE POINT ABOUT MIDWAY BETWEEN TELEPHONE POLES
 TU2431'NUMBER 1207 AND 1208 WHICH IS THE END OF TRUCK TRAVEL.  FROM
 TU2431'THIS POINT PACK NORTHWEST FOR ABOUT 200 FEET TO THE HIGH POINT
 TU2431'OF THE LOW RIDGE AND THE STATION.
 TU2431'
 TU2431'THE STATION IS A STANDARD DISK, STAMPED PUNALUU 1949, SET INTO
 TU2431'A DRILL HOLE IN A FLAT BOULDER WHICH IS ABOUT FLUSH WITH THE
 TU2431'SURFACE OF THE GROUND.
 TU2431'
 TU2431'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUNALUU NO 1
 TU2431'1949, SET IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET IN
 TU2431'DIAMETER AND PROJECTS ABOUT 2 FEET.  IT IS LOCATED ON THE CREST OF
 TU2431'THE LOW RIDGE AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 TU2431'
 TU2431'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PUNALUU NO
 TU2431'2 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 FEET
 TU2431'IN DIAMETER AND IS FLUSH WITH THE GROUND TO THE EAST AND PROJECTS
 TU2431'ABOUT 5 FEET ON THE WEST.  IT IS LOCATED ABOUT 2 FEET LOWER THAN
 TU2431'THE STATION.
 TU2431'
 TU2431'A 2-1/2 X 2-1/2 BLACK AND WHITE POLE HAS BEEN PLUMBED OVER THIS
 TU2431'STATION AND A CAIRN OF ROCKS BUILT AROUND THE POLE.
 TU2431
 TU2431                          STATION RECOVERY (1967)
 TU2431
 TU2431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2431'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2431'COMPLETE DESCRIPTION FOLLOWS--
 TU2431'
 TU2431'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF PAHALA, 1 MILE
 TU2431'NORTH OF PUNALUU, AND 5 MILES NORTHEAST OF HONUAPO, AT ABOUT 383
 TU2431'FEET ELEVATION, ON THE HIGH POINT OF A SMALL BRUSHY RIDGE RUNNING
 TU2431'UP NORTHWEST FROM THE HIGHWAY.  IT IS ABOUT 75 YARDS NORTHWEST OF
 TU2431'THE HIGHWAY AND 40 FEET HIGHER, OPPOSITE A LARGE PARKING AREA AND
 TU2431'A STATE HISTORICAL MARKER ON SOUTHEAST SIDE OF THE HIGHWAY.  TO
 TU2431'REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTH ON
 TU2431'PIKAKE ST. 0.2 MILE TO CROSSROAD.  TURN RIGHT ON STATE HIGHWAY
 TU2431'15 AND GO 0.85 MILE TO JUNCTION WITH STATE HIGHWAY 11.  TURN
 TU2431'RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 11 FOR 3.7 MILES TO
 TU2431'THE WIDE PARKING AREA ON LEFT, AND END OF TRUCK TRAVEL, 0.15
 TU2431'MILE BEFORE REACHING THE PUNALUU ROAD JUNCTION.  WALK NORTHWEST
 TU2431'UP SHALLOW GULLY ABOUT 75 YARDS TO STATION.
 TU2431'
 TU2431'STATION MARK IS A STANDARD DISK STAMPED PUNALUU 1949, CEMENTED
 TU2431'IN A DRILL HOLE IN A ROCK FLUSH WITH GROUND.  THERE IS A LARGE
 TU2431'CAIRN BUILT OVER STATION MARK, WITH A LONG, BLACK AND WHITE,
 TU2431'2-1/2-INCH-SQUARE, TARGET POLE IN THE CENTER.
 TU2431'
 TU2431'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUNALUU NO
 TU2431'1 1949, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE ON TOP OF
 TU2431'RIDGE LINE, 10 INCHES HIGHER THAN STATION MARK.
 TU2431'
 TU2431'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUNALUU NO
 TU2431'2 1949, CEMENTED IN A DRILL HOLE IN A BEDROCK KNOB OUTCROP AT
 TU2431'SOUTHWEST EDGE OF RIDGE, WHERE IT DROPS STEEPLY FOR 8 FEET INTO
 TU2431'A GULLY.  IT IS ABOUT 2 FEET LOWER THAN STATION MARK.
 TU2431
 TU2431                          STATION RECOVERY (1977)
 TU2431
 TU2431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2431'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2431'GOOD CONDITION.  THE DIRECTION AND DISTANCES MEASURED ON THIS
 TU2431'DATE COMPARED FAVORABLY WITH THE 1949 AND 1967 MEASUREMENTS.  THE
 TU2431'1967 RECOVERY NOTE IS ADEQUATE WITH THE ADDITION OF THE FOLLOWING
 TU2431'NEW TO REACH DESCRIPTION--
 TU2431'
 TU2431'TO REACH THE STATION FROM THE INTERSECTION OF PIKAKE AND KAMANI
 TU2431'STREETS, JUST NORTH OF PAHALA POST OFFICE, GO EAST ON KAMANI
 TU2431'STREET 0.4 MILE TO THE INTERSECTION OF STATE HIGHWAY 11.  TURN
 TU2431'RIGHT AND GO SOUTHWEST ALONG HIGHWAY 11, 4.3 MILES TO A PARKING
 TU2431'AREA ON THE LEFT.  PACK NORTHWEST UP A SHALLOW GULLY ABOUT 75
 TU2431'YARDS TO THE TOP OF A HILL AND THE STATION SITE.
 TU2431'
 TU2431'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2431'
 TU2431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2431'5 MILES SW OF PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2338 ***********************************************************************
 TU2338  DESIGNATION -  PUNAU
 TU2338  PID         -  TU2338
 TU2338  STATE/COUNTY-  HI/HAWAII
 TU2338  USGS QUAD   -  KALAPANA (1994)
 TU2338
 TU2338                         *CURRENT SURVEY CONTROL
 TU2338  ___________________________________________________________________
 TU2338* NAD 83(1993)-  19 19 10.43474(N)    155 06 21.24517(W)     ADJUSTED  
 TU2338* LOCAL TIDAL -       340.0    (meters)    1115.     (feet)  VERT ANG  
 TU2338  ___________________________________________________________________
 TU2338  EPOCH DATE  -        1993.62
 TU2338  LAPLACE CORR-         -17.41  (seconds)                    DEFLEC99
 TU2338  GEOID HEIGHT-          16.97  (meters)                     GEOID03
 TU2338
 TU2338  HORZ ORDER  -  FIRST
 TU2338
 TU2338.The horizontal coordinates were established by classical geodetic methods
 TU2338.and adjusted by the National Geodetic Survey in December 1998..
 TU2338.The horizontal coordinates are valid at the epoch date displayed above.
 TU2338.The epoch date for horizontal control is a decimal equivalence
 TU2338.of Year/Month/Day.
 TU2338
 TU2338.The orthometric height was determined by vertical angle observations.
 TU2338
 TU2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2338
 TU2338.The geoid height was determined by GEOID03.
 TU2338
 TU2338;                    North         East     Units Scale Factor Converg.
 TU2338;SPC HI 1     -    53,867.788   541,414.450   MT  0.99998786   +0 07 49.4
 TU2338;UTM  05      - 2,137,532.914   278,741.470   MT  1.00020517   -0 41 49.2
 TU2338
 TU2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2338!SPC HI 1     -   0.99994389  x   0.99998786  =   0.99993175
 TU2338!UTM  05      -   0.99994389  x   1.00020517  =   1.00014905
 TU2338
 TU2338:                Primary Azimuth Mark                     Grid Az
 TU2338:SPC HI 1     -  PULAMA                                   061 55 45.8
 TU2338:UTM  05      -  PULAMA                                   062 45 24.4
 TU2338
 TU2338|---------------------------------------------------------------------|
 TU2338| PID    Reference Object                     Distance      Geod. Az  |
 TU2338|                                                           dddmmss.s |
 TU2338| TU2336 PULAMA                              APPROX. 7.8 KM 0620335.2 |
 TU2338| CN5988 PUNAU RM 2                           10.277 METERS 16820     |
 TU2338| CN5987 PUNAU RM 1                            4.427 METERS 33916     |
 TU2338|---------------------------------------------------------------------|
 TU2338
 TU2338                          SUPERSEDED SURVEY CONTROL
 TU2338
 TU2338  NAD 83(1986)-  19 19 10.38965(N)    155 06 21.27422(W) AD(       ) 1
 TU2338  OLD HI      -  19 19 21.59600(N)    155 06 31.38800(W) AD(       ) 1
 TU2338
 TU2338.Superseded values are not recommended for survey control.
 TU2338.NGS no longer adjusts projects to the OLD HI datum.
 TU2338.See file dsdata.txt to determine how the superseded data were derived.
 TU2338
 TU2338_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7874137533(NAD 83)
 TU2338_MARKER: DD = SURVEY DISK
 TU2338_SETTING: 0 = UNSPECIFIED SETTING
 TU2338_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2338
 TU2338  HISTORY     - Date     Condition        Report By
 TU2338  HISTORY     - 1914     MONUMENTED       CGS
 TU2338  HISTORY     - 19791010 GOOD             NOS
 TU2338
 TU2338                          STATION DESCRIPTION
 TU2338
 TU2338'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2338'RECOVERED AS DESCRIBED IN 1977.  NAME APPEARS IN NGS DATABASE AS
 TU2338'PUNAU.  CORRECT SPELLING IS PANAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1249 ***********************************************************************
 TU1249  DESIGNATION -  PUNCHBOWL EAST 1927
 TU1249  PID         -  TU1249
 TU1249  STATE/COUNTY-  HI/HONOLULU
 TU1249  USGS QUAD   -  HONOLULU (1983)
 TU1249
 TU1249                         *CURRENT SURVEY CONTROL
 TU1249  ___________________________________________________________________
 TU1249* NAD 83(1993)-  21 18 45.66465(N)    157 50 35.39125(W)     ADJUSTED  
 TU1249* LOCAL TIDAL -       132.     (meters)     433.     (feet)  VERT ANG  
 TU1249  ___________________________________________________________________
 TU1249  EPOCH DATE  -        1993.62
 TU1249  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 TU1249  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1249
 TU1249  HORZ ORDER  -  SECOND
 TU1249
 TU1249.The horizontal coordinates were established by classical geodetic methods
 TU1249.and adjusted by the National Geodetic Survey in December 1998..
 TU1249.The horizontal coordinates are valid at the epoch date displayed above.
 TU1249.The epoch date for horizontal control is a decimal equivalence
 TU1249.of Year/Month/Day.
 TU1249
 TU1249.The orthometric height was determined by vertical angle observations.
 TU1249.No vertical observational check was made to the station.
 TU1249
 TU1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1249
 TU1249.The geoid height was determined by GEOID03.
 TU1249
 TU1249;                    North         East     Units Scale Factor Converg.
 TU1249;SPC HI 3     -    16,175.064   516,271.927   MT  0.99999327   +0 03 25.2
 TU1249;UTM  04      - 2,357,194.223   619,982.429   MT  0.99977789   +0 25 13.8
 TU1249
 TU1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1249!SPC HI 3     -   0.99997678  x   0.99999327  =   0.99997005
 TU1249!UTM  04      -   0.99997678  x   0.99977789  =   0.99975467
 TU1249
 TU1249                          SUPERSEDED SURVEY CONTROL
 TU1249
 TU1249  NAD 83(1986)-  21 18 45.61435(N)    157 50 35.40039(W) AD(       ) 2
 TU1249  OLD HI      -  21 18 57.00819(N)    157 50 45.27408(W) AD(       ) 2
 TU1249
 TU1249.Superseded values are not recommended for survey control.
 TU1249.NGS no longer adjusts projects to the OLD HI datum.
 TU1249.See file dsdata.txt to determine how the superseded data were derived.
 TU1249
 TU1249_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1998257194(NAD 83)
 TU1249
 TU1249  HISTORY     - Date     Condition        Report By
 TU1249  HISTORY     - 1927     MONUMENTED       CGS
 TU1249  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1249
 TU1249                          STATION DESCRIPTION
 TU1249
 TU1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1249'THE STATION, A HAWAII TERRITORY SURVEY TYPE C SIGNAL, WAS
 TU1249'RECOVERED IN GOOD CONDITION.  THERE IS A CRACK ACROSS THE CONCRETE
 TU1249'FLOOR OF THE SIGNAL, BUT THE STRUCTURE IS SOLID.  A COMPLETE
 TU1249'DESCRIPTION FOLLOWS--
 TU1249'
 TU1249'STATION IS LOCATED ABOUT 1-1/4 MILES AIRLINE EAST-NORTHEAST OF
 TU1249'THE FEDERAL BUILDING IN HONOLULU, ON THE EAST RIM OF PUNCHBOWL
 TU1249'CRATER, ABOUT 600 FEET EAST-NORTHEAST OF THE OFFICE BUILDING OF
 TU1249'THE NATIONAL MEMORIAL CEMETERY OF THE PACIFIC WHICH IS JUST INSIDE
 TU1249'THE ENTRANCE GATE OF PUNCHBOWL CRATER.
 TU1249'
 TU1249'STATION IS CENTER OF 2-1/2-INCH IRON PIPE THAT PROJECTS 18 INCHES
 TU1249'FROM THE CENTER OF A 6-FOOT-SQUARE, CONCRETE PLATFORM EXTENDING
 TU1249'20 INCHES ABOVE GROUND.  IT IS ABOUT 15 YARDS NORTHEAST OF A
 TU1249'LARGE, PROMINENT KEAWE TREE THAT IS THE LAST ONE AT THE NORTHEAST
 TU1249'END OF THE ROW OF KEAWE TREES ALONG THE CRATER RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1258 ***********************************************************************
 TU1258  DESIGNATION -  PUNCHBOWL RESET
 TU1258  PID         -  TU1258
 TU1258  STATE/COUNTY-  HI/HONOLULU
 TU1258  USGS QUAD   -  HONOLULU (1983)
 TU1258
 TU1258                         *CURRENT SURVEY CONTROL
 TU1258  ___________________________________________________________________
 TU1258* NAD 83(1993)-  21 18 43.99034(N)    157 50 56.87448(W)     ADJUSTED  
 TU1258* LOCAL TIDAL -       152.50   (meters)     500.3    (feet)  LEVELING  
 TU1258  ___________________________________________________________________
 TU1258  EPOCH DATE  -        1993.62
 TU1258  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 TU1258  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU1258
 TU1258  HORZ ORDER  -  THIRD
 TU1258  VERT ORDER  -  THIRD ?
 TU1258
 TU1258.The horizontal coordinates were established by classical geodetic methods
 TU1258.and adjusted by the National Geodetic Survey in December 1998..
 TU1258.The horizontal coordinates are valid at the epoch date displayed above.
 TU1258.The epoch date for horizontal control is a decimal equivalence
 TU1258.of Year/Month/Day.
 TU1258
 TU1258.The orthometric height was determined by differential leveling.
 TU1258.The vertical network tie was performed by a horz. field party for horz.
 TU1258.obs reductions. Reset procedures were used to establish the elevation.
 TU1258
 TU1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1258
 TU1258.The geoid height was determined by GEOID03.
 TU1258
 TU1258;                    North         East     Units Scale Factor Converg.
 TU1258;SPC HI 3     -    16,122.965   515,652.833   MT  0.99999303   +0 03 17.4
 TU1258;UTM  04      - 2,357,138.209   619,363.811   MT  0.99977606   +0 25 06.0
 TU1258
 TU1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1258!SPC HI 3     -   0.99997356  x   0.99999303  =   0.99996659
 TU1258!UTM  04      -   0.99997356  x   0.99977606  =   0.99974962
 TU1258
 TU1258:                Primary Azimuth Mark                     Grid Az
 TU1258:SPC HI 3     -  MOANA HOTEL FLAGSTAFF OLD                149 18 11.8
 TU1258:UTM  04      -  MOANA HOTEL FLAGSTAFF OLD                148 56 23.2
 TU1258
 TU1258|---------------------------------------------------------------------|
 TU1258| PID    Reference Object                     Distance      Geod. Az  |
 TU1258|                                                           dddmmss.s |
 TU1258| TU1341 MOANA HOTEL FLAGSTAFF OLD           APPROX. 4.6 KM 1492129.2 |
 TU1258| TU1340 MOANA HOTEL FLAGSTAFF               APPROX. 4.6 KM 1492118.6 |
 TU1258| TU1220 HONOLULU ROYAL HAWAIIAN C TWR       APPROX. 4.4 KM 1512922.2 |
 TU1258| CJ8963 PUNCHBOWL RM 1                        6.808 METERS 15447     |
 TU1258| TU1230 FORT DE RUSSY FLAGPOLE              APPROX. 3.8 KM 1553022.5 |
 TU1258| TU1242 HONOLULU ILIKAI HOTEL CUPOLA        APPROX. 3.3 KM 1602347.5 |
 TU1258| TU1273 KEWALO BASIN R RNG LT               APPROX. 2.1 KM 2033730.7 |
 TU1258| TU1276 KEWALO BASIN F RNG LT               APPROX. 2.2 KM 2035831.0 |
 TU1258| TU1290 HONOLULU NEW INCINERATOR STACK      APPROX. 2.4 KM 2122332.6 |
 TU1258| TU1295 PUMPING STATION CHIMNEY             APPROX. 2.1 KM 2223019.9 |
 TU1258| TU1300 CREMATORY RED BRICK CHIMNEY         APPROX. 2.2 KM 2230331.1 |
 TU1258| TU1313 USE SEAWALL                         APPROX. 2.4 KM 2271654.7 |
 TU1258| TU1325 RED BEACON 4                        APPROX. 3.1 KM 2283759.8 |
 TU1258| TU1324 RED BEACON 6                        APPROX. 2.8 KM 2310019.4 |
 TU1258| TU1308 IMMIGRATION BUILDING FLAGSTAFF      APPROX. 2.0 KM 2310950.0 |
 TU1258| TU1353 BLACK BEACON 3                      APPROX. 3.1 KM 2312126.2 |
 TU1258| TU1317 RED BEACON 8                        APPROX. 2.5 KM 2324940.3 |
 TU1258| TU1348 BLACK BEACON 5                      APPROX. 2.9 KM 2340611.0 |
 TU1258| TU1349 HONOLULU HARBOR BEACON 3            APPROX. 2.9 KM 2340728.8 |
 TU1258| TU1296 WIRELESS POLE TOP                   APPROX. 1.7 KM 2351839.4 |
 TU1258| TU1322 BLACK BEACON 7                      APPROX. 2.6 KM 2361350.4 |
 TU1258| TU1280 HONOLULU JUDICIARY BLDG FS          APPROX. 1.3 KM 2362904.9 |
 TU1258| TU1346 SAND ISLAND LIGHT                   APPROX. 2.5 KM 2382948.2 |
 TU1258| TU1344 FRONT RANGE LIGHTHOUSE              APPROX. 2.3 KM 2400820.2 |
 TU1258| TU1316 SAND ISLAND LIGHT                   APPROX. 2.3 KM 2411158.0 |
 TU1258| TU1311 REAR RANGE LIGHTHOUSE               APPROX. 1.9 KM 2523020.7 |
 TU1258| TU1302 HONOLULU HARBOR F RNG LT            APPROX. 1.6 KM 2531505.8 |
 TU1258| CJ8964 PUNCHBOWL RM 2                        4.156 METERS 25320     |
 TU1258| TU1342 HACKFIELD BUILDING FLAGSTAFF        APPROX. 1.6 KM 2532826.5 |
 TU1258| TU1384 KALIHI CHANNEL RED LIGHT 6          APPROX. 5.1 KM 2533707.3 |
 TU1258| TU1387 KALIHI CHANNEL GREEN LIGHT 5        APPROX. 5.2 KM 2541811.9 |
 TU1258| TU1360 QUARANTINE FLAGSTAFF                APPROX. 2.9 KM 2563655.4 |
 TU1258| TU1382 KALIHI CHANNEL RED LIGHT 8          APPROX. 4.9 KM 2595004.8 |
 TU1258| TU1385 KALIHI CHANNEL GREEN LIGHT 9        APPROX. 5.0 KM 2603126.1 |
 TU1258| CJ8965 PUNCHBOWL RM 3                        2.110 METERS 26042     |
 TU1258| TU1379 KALIHI CHANNEL RED LIGHT 12         APPROX. 4.6 KM 2642823.0 |
 TU1258| TU1383 KALIHI CHANNEL F RNG LT             APPROX. 4.8 KM 2654821.5 |
 TU1258| TU1381 KALIHI CHANNEL GREEN LIGHT 13       APPROX. 4.8 KM 2654814.1 |
 TU1258| TU1377 KALIHI CHANNEL RED LIGHT 16         APPROX. 4.5 KM 2672202.3 |
 TU1258| TU1404 STA G HONOLULU AHUA PT ATC TWR      APPROX. 8.0 KM 2684750.2 |
 TU1258| TU1401 HONOLULU AHUA PT RADAR TOWER        APPROX. 7.9 KM 2695549.5 |
 TU1258| TU1371 KALIHI CHANNEL RED LIGHT 20         APPROX. 4.2 KM 2705242.7 |
 TU1258| TU1378 KALIHI CHANNEL GREEN LIGHT 17       APPROX. 4.6 KM 2712227.0 |
 TU1258| TU1374 KALIHI CHANNEL GREEN LIGHT 19       APPROX. 4.3 KM 2724940.0 |
 TU1258| TU1380 KALIHI CHANNEL R RNG LT             APPROX. 4.7 KM 2731221.7 |
 TU1258| TU1656 EWA MILL OLD STACK                  APPROX.19.6 KM 2785445.7 |
 TU1258| TU1393 HONOLULU INTL APT CONT TWR BCN      APPROX. 6.5 KM 2801632.1 |
 TU1258| TU1411 HICKAM AFB CONTROL TOWER            APPROX.10.3 KM 2825121.5 |
 TU1258| TU1326 HONOLULU HAWAIIAN PINEAPPLE TK      APPROX. 2.4 KM 2825642.5 |
 TU1258| TU1418 HICKAM AFB BEACON                   APPROX.11.3 KM 2834407.5 |
 TU1258| TU1320 HONOLULU AMERICAN CANNERY TANK      APPROX. 2.2 KM 2835642.3 |
 TU1258| TU1649 PEARL HARBOR WEST LOCH TANK         APPROX.16.8 KM 2852142.7 |
 TU1258| TU1426 HICKAM AFB WATER TOWER              APPROX.12.2 KM 2860914.9 |
 TU1258| TU1399 HONOLULU INTL APT CONT TWR BCN      APPROX. 7.7 KM 2864053.3 |
 TU1258| TU1416 PEARL HARBOR WATER TANK B           APPROX.11.8 KM 2912436.6 |
 TU1258| TU1611 LOOKOUT TOWER                       APPROX.17.2 KM 2925418.8 |
 TU1258| TU1425 PEARL HARBOR FORD IS CONT TWR       APPROX.12.8 KM 2944318.3 |
 TU1258| TU1410 PEARL HARBOR ESCAPE TRAIN TWR       APPROX.10.8 KM 2962029.2 |
 TU1258| TU1615 WAIPAHU MILL OLD STK OAHU MILL      APPROX.18.4 KM 2963027.2 |
 TU1258| TU1409 PEARL HARBOR MAKALAPA W RAD TR      APPROX. 9.9 KM 2971516.5 |
 TU1258| TU1402 HONOLULU MOANALUA WATER TANK        APPROX. 9.0 KM 2981809.5 |
 TU1258| TU1365 OAHU JAIL FLAG                      APPROX. 4.1 KM 2985503.2 |
 TU1258| TU1329 HONOLULU BOARD WTR SUPPLY STK       APPROX. 2.9 KM 3062220.6 |
 TU1258| TU1367 MILL CHIMNEY                        APPROX. 4.6 KM 3062805.2 |
 TU1258| TU1392 SALT LAKE RESET                     APPROX. 8.3 KM 3124620.3 |
 TU1258| TU1368 FORT SHAFTER FLAGSTAFF              APPROX. 5.5 KM 3134821.0 |
 TU1258| TU1373 HONOLULU TRIPLER HOSP TWIN LTS      APPROX. 6.8 KM 3205541.5 |
 TU1258| TU1266 KAMEHAMEHA SCHOOL CUPOLA            APPROX. 3.4 KM 3484941.2 |
 TU1258|---------------------------------------------------------------------|
 TU1258
 TU1258                          SUPERSEDED SURVEY CONTROL
 TU1258
 TU1258  NAD 83(1986)-  21 18 43.94013(N)    157 50 56.88361(W) AD(       ) 3
 TU1258  OLD HI      -  21 18 55.33321(N)    157 51 06.75850(W) AD(       ) 3
 TU1258
 TU1258.Superseded values are not recommended for survey control.
 TU1258.NGS no longer adjusts projects to the OLD HI datum.
 TU1258.See file dsdata.txt to determine how the superseded data were derived.
 TU1258
 TU1258_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1936457138(NAD 83)
 TU1258_MARKER: DD = SURVEY DISK
 TU1258_SETTING: 0 = UNSPECIFIED SETTING
 TU1258
 TU1258  HISTORY     - Date     Condition        Report By
 TU1258  HISTORY     - 1942     MONUMENTED       HITS
 TU1258  HISTORY     - 1943     GOOD             CGS
 TU1258  HISTORY     - 1943     GOOD             USE
 TU1258  HISTORY     - 1955     GOOD             CGS
 TU1258  HISTORY     - 1963     GOOD             CGS
 TU1258  HISTORY     - 1969     GOOD             CGS
 TU1258  HISTORY     - 1970     GOOD             NGS
 TU1258  HISTORY     - 1973     GOOD             NGS
 TU1258
 TU1258                          STATION DESCRIPTION
 TU1258
 TU1258'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1942
 TU1258'WITH REFERENCE TO THE REPORT OF FEBRUARY 18, 1942 ON RECOVERY
 TU1258'NOTE OF 1928-29, THE U.S. ENGINEERS WERE DIRECTED TO REESTABLISH
 TU1258'AND RE-MARK THIS STATION.  ON FEBRUARY 25, 1942, T.J.K. EVANS OF
 TU1258'THE TERRITORIAL SURVEY DEPARTMENT SUPERVISED THE RE-MARKING OF
 TU1258'THIS STATION WITH A TYPE B MARKER, AS SHOWN BELOW.
 TU1258'
 TU1258'THE REFERENCE MARKS GIVEN IN 1928-29 RECOVERY WERE FOUND AND
 TU1258'ARE STILL IN EXISTENCE, NAMELY--NO. 1, THE BENCH MARK SET BY THE
 TU1258'U.S. GEOLOGICAL SURVEY 22.67 FEET FROM STATION IN AZIMUTH 333 DEG
 TU1258'58 MIN AND NO. 2, A STANDARD REFERENCE-MARK DISK 13.62 FEET FROM
 TU1258'STATION IN AZIMUTH 73 DEG 10 MIN.
 TU1258'
 TU1258'MR. EVANS OCCUPIED PUNCHBOWL EAST STATION AND OBSERVED ON THE
 TU1258'RECOVERED STATION IN AZIMUTH 85 DEG 14 MIN 39.9 SEC 2038.4
 TU1258'FEET AND ALSO TRANSFERRED AN ELEVATION FROM SAID PUNCHBOWL EAST
 TU1258'(HAVING AN ALTITUDE OF 435.73 FEET AT THE TOP OF PIPE) FROM SAID
 TU1258'STATION TO THE BRONZE DISK MARKING PUNCHBOWL BY VERTICAL ANGLES.
 TU1258'
 TU1258'THE ELEVATION OF THE BRONZE DISK MARKING STATION IS 497.23 FEET
 TU1258'AND OF R.M. 1 496.50 FEET, WHICH ELEVATION WAS ALSO DETERMINED
 TU1258'BY VERTICAL ANGLES FROM STATION.
 TU1258
 TU1258                          STATION RECOVERY (1943)
 TU1258
 TU1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RDH)
 TU1258'NEW CONSTRUCTION NECESSITATED REMOVAL OF THE ORIGINAL R.M. 1 AND
 TU1258'IT WAS REINSTALLED BY THE U.S.E. IN ACCORDANCE WITH THE FOLLOWING
 TU1258'NOTE--R.M. 1 IS A STANDARD U.S.C. AND G.S. DISK SET IN ROOF OF
 TU1258'CONCRETE BUILDING, 6.809 METERS (22.34 FEET) FROM STATION IN
 TU1258'AZIMUTH 334 DEG 42 MIN.
 TU1258'
 TU1258'THE STATION MARK AND R.M. 2 WERE UNDISTURBED AND ARE IN
 TU1258'AGREEMENT WITH THE OLD DESCRIPTION.
 TU1258'
 TU1258'STATION IS REACHED FROM HONOLULU BY GOING NE ON QUEEN EMMA
 TU1258'STREET TO LUSITANA STREET TO PUOWAINA DRIVE, CONTINUING ON
 TU1258'PUOWAINA DRIVE TO THE S RIM OF PUNCHBOWL CRATER.  THE STATION IS
 TU1258'ON THE HIGHEST POINT OF THE CRATER RIM.
 TU1258'
 TU1258'THE NEW R.M. 1 WAS RESET BY GORDON E. FORREST, SURVEY SECTION,
 TU1258'U.S. ENGINEERS.
 TU1258
 TU1258                          STATION RECOVERY (1943)
 TU1258
 TU1258'RECOVERY NOTE BY US ENGINEERS 1943
 TU1258'R.M. 1 IS A STANDARD U.S.C. AND G.S. DISK SET IN ROOF OF CONCRETE
 TU1258'BUILDING, 6.809 METERS (22.34 FEET) FROM STATION IN AZIMUTH
 TU1258'334 DEG 42 MIN.
 TU1258'
 TU1258'STATION IS REACHED FROM HONOLULU BY GOING NE ON QUEEN EMMA
 TU1258'STREET TO LUSITANA STREET TO PUOWAINA DRIVE, CONTINUING ON
 TU1258'PUOWAINA DRIVE TO THE S RIM OF PUNCHBOWL CRATER.  THE STATION IS
 TU1258'ON THE HIGHEST POINT OF THE CRATER RIM.
 TU1258
 TU1258                          STATION RECOVERY (1955)
 TU1258
 TU1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU1258'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY
 TU1258'DESCRIBED IN 1942 AND 1943.  A STEEL, RED AND WHITE TARGET, OF
 TU1258'THE CROSS BANNER TYPE USED BY THE C AND GS, HAS BEEN ERECTED OVER
 TU1258'THE MARK BY HAWAIIAN TERRITORIAL SURVEY DEPARTMENT.  THE REFERENCE
 TU1258'MARKS WERE NOT SEARCHED FOR.
 TU1258
 TU1258                          STATION RECOVERY (1963)
 TU1258
 TU1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1258'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU1258'GOOD CONDITION.  REFERENCE MARK NUMBER TWO WAS FOUND IN POOR
 TU1258'CONDITION.  IT WAS COVERED WITH DIRT AND VEGETATION, WHICH HAS
 TU1258'CAUSED THE ROCK TO ERODE UNTIL THE DISK EXTENDS 1 INCH FROM THE
 TU1258'ROCK.  THE ARROW POINTS ABOUT 30 DEGREES RIGHT OF THE STATION
 TU1258'MARK AND THE LOCATION OF THE MARK MAKES IT VERY DIFFICULT TO
 TU1258'MEASURE ACCURATELY TO THE STATION.  REFERENCE MARK NUMBER TWO
 TU1258'WAS RE-INFORCED WITH CEMENT AND A NEW REFERENCE MARK, NUMBER
 TU1258'THREE, WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1258'
 TU1258'STATION IS LOCATED ABOUT 0.8 MILE AIRLINE NORTHEAST OF THE FEDERAL
 TU1258'BUILDING IN HONOLULU, ON THE WEST RIM OF PUNCHBOWL CRATER, AND ON
 TU1258'THE HIGHEST KNOLL ON THE RIM.
 TU1258'
 TU1258'TO REACH STATION FROM THE OFFICE OF THE PUNCHBOWL CEMETERY
 TU1258'(NATIONAL MEMORIAL CEMETERY OF THE PACIFIC), JUST INSIDE THE
 TU1258'ENTRANCE GATE TO PUNCHBOWL CRATER, GO LEFT AND FOLLOW S. OUTER
 TU1258'DRIVE AROUND SOUTH SIDE OF CEMETERY FOR 0.3 MILE TO JUNCTION WITH
 TU1258'OBSERVATION POINT DRIVE, AND END OF TRUCK TRAVEL.  PACK WESTERLY
 TU1258'ON DIM TRAIL UP THROUGH BRUSH FOR ABOUT 75 YARDS TO TOP OF KNOLL
 TU1258'AND STATION.
 TU1258'
 TU1258'STATION MARK IS AN UNSTAMPED, HAWAII TERRITORIAL SURVEY DISK,
 TU1258'SET IN CONCRETE, ABOUT 7 INCHES BELOW GROUND LEVEL.  IT IS 4.5
 TU1258'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 TU1258'PILLBOX.  THERE IS A TYPE B, HAWAII TERRITORIAL SURVEY SIGNAL
 TU1258'CENTERED OVER THE MARK.
 TU1258'
 TU1258'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED PUNCHBOWL
 TU1258'NO 1, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE BLOCK THAT
 TU1258'PROJECTS 1 FOOT FROM THE FLAT, CONCRETE ROOF OF THE PILLBOX.  THE
 TU1258'MARK IS 8.7 FEET SOUTHEAST OF A TALL VENT-PIPE, 5 FEET SOUTHWEST
 TU1258'OF A SHORT VENT-PIPE, AND ABOUT 4-1/2 FEET HIGHER THAN STATION
 TU1258'MARK.
 TU1258'
 TU1258'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUNCHBOWL
 TU1258'NO 2, CEMENTED IN A DRILL HOLE IN THE BOTTOM STEP OF A BEDROCK
 TU1258'LEDGE THAT DROPS DOWN TO THE SOUTHWEST FROM STATION ELEVATION.  THE
 TU1258'MARK IS 4.7 FEET WEST OF A METAL STAKE, 5 FEET WEST OF A
 TU1258'RIGHT-ANGLE JOG IN THE BEDROCK LEDGE, AND 4.3 FEET LOWER THAN
 TU1258'STATION MARK.
 TU1258'
 TU1258'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PUNCHBOWL
 TU1258'1873-1928 NO 3 1963, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU1258'BEDROCK LEDGE.  IT IS 3-1/2 FEET EAST OF THE METAL STAKE AND ABOUT
 TU1258'0.3 FOOT HIGHER THAN STATION MARK.
 TU1258
 TU1258                          STATION RECOVERY (1969)
 TU1258
 TU1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1258'STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AS
 TU1258'DESCRIBED IN THE 1963 DESCRIPTION AND WERE FOUND IN GOOD
 TU1258'CONDITION.  THE TO REACH IS ADEQUATE.
 TU1258'
 TU1258'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THEIR LOCATION.
 TU1258'
 TU1258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1258'0.8 MILE NORTHEAST OF FEDERAL BUILDING IN HONOLULU.
 TU1258
 TU1258                          STATION RECOVERY (1970)
 TU1258
 TU1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EHF)
 TU1258'PREVIOUS DESCRIPTION OF 1963 IS ADEQUATE.  THE REFERENCE MARKS
 TU1258'ARE IN GOOD CONDITION.
 TU1258'
 TU1258'THE TYPE B SUPERSTRUCTION OVER THE STATION HAS BEEN CONVERTED
 TU1258'TO TYPE A.  THE SIDE WALLS ARE BUILT OF CONCRETE TILE BLOCKS
 TU1258'ABOUT 6 FEET HIGH AND SUPPORTING A 6X6 FOOT CONCRETE OBSERVING
 TU1258'PLATFORM.  THE STATION MARK IS ACCESSIBLE FOR INSPECTION.  THIS
 TU1258'WORK WAS COMPLETED ON JANUARY 30, 1970.
 TU1258
 TU1258                          STATION RECOVERY (1973)
 TU1258
 TU1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1258'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2546 ***********************************************************************
 TU2546  DESIGNATION -  PUNOHU 1876
 TU2546  PID         -  TU2546
 TU2546  STATE/COUNTY-  HI/HAWAII
 TU2546  USGS QUAD   -  MAKAHALAU (1981)
 TU2546
 TU2546                         *CURRENT SURVEY CONTROL
 TU2546  ___________________________________________________________________
 TU2546* NAD 83(1993)-  19 58 29.62879(N)    155 31 01.03568(W)     ADJUSTED  
 TU2546* LOCAL TIDAL -      1317.     (meters)    4321.     (feet)  SCALED    
 TU2546  ___________________________________________________________________
 TU2546  EPOCH DATE  -        1993.62
 TU2546  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 TU2546  GEOID HEIGHT-          23.55  (meters)                     GEOID03
 TU2546
 TU2546  HORZ ORDER  -  THIRD
 TU2546
 TU2546.The horizontal coordinates were established by classical geodetic methods
 TU2546.and adjusted by the National Geodetic Survey in December 1998..
 TU2546.The horizontal coordinates are valid at the epoch date displayed above.
 TU2546.The epoch date for horizontal control is a decimal equivalence
 TU2546.of Year/Month/Day.
 TU2546
 TU2546.The orthometric height was scaled from a topographic map.
 TU2546
 TU2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2546
 TU2546.The geoid height was determined by GEOID03.
 TU2546
 TU2546;                    North         East     Units Scale Factor Converg.
 TU2546;SPC HI 1     -   126,363.507   498,225.554   MT  0.99996671   -0 00 20.9
 TU2546;UTM  05      - 2,210,680.609   236,606.316   MT  1.00045757   -0 51 37.1
 TU2546
 TU2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2546!SPC HI 1     -   0.99978932  x   0.99996671  =   0.99975604
 TU2546!UTM  05      -   0.99978932  x   1.00045757  =   1.00024680
 TU2546
 TU2546:                Primary Azimuth Mark                     Grid Az
 TU2546:SPC HI 1     -  PUU IO RESET=3983                        278 39 09.8
 TU2546:UTM  05      -  PUU IO RESET=3983                        279 30 26.0
 TU2546
 TU2546|---------------------------------------------------------------------|
 TU2546| PID    Reference Object                     Distance      Geod. Az  |
 TU2546|                                                           dddmmss.s |
 TU2546| TU2547 PUU IO RESET=3983                   APPROX. 5.1 KM 2783848.9 |
 TU2546|---------------------------------------------------------------------|
 TU2546
 TU2546                          SUPERSEDED SURVEY CONTROL
 TU2546
 TU2546  NAD 83(1986)-  19 58 29.60353(N)    155 31 01.04632(W) AD(       ) 3
 TU2546  OLD HI      -  19 58 41.24700(N)    155 31 10.93200(W) AD(       ) 3
 TU2546
 TU2546.Superseded values are not recommended for survey control.
 TU2546.NGS no longer adjusts projects to the OLD HI datum.
 TU2546.See file dsdata.txt to determine how the superseded data were derived.
 TU2546
 TU2546_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3660610681(NAD 83)
 TU2546
 TU2546  HISTORY     - Date     Condition        Report By
 TU2546  HISTORY     - 1876     MONUMENTED       HIGS
 TU2546
 TU2546                          STATION DESCRIPTION
 TU2546
 TU2546'DESCRIBED BY HAWAII GEODETIC SURVEY 1876
 TU2546'IN THE NORTHERN PART OF HAWAII, ON THE NORTHERN SLOPE OF MAUNA
 TU2546'KEA, ON THE EXTREME WEST SUMMIT OF THE HILL, PUNOHU, AND 272 FEET
 TU2546'WEST OF A POST ON THE PAAUHAU BOUNDARY MARKED PAAUHAU.  MARKED
 TU2546'BY A MAMANE POST, WITH THREE TRIANGULAR PITS, 1 FOOT DEEP AND
 TU2546'EACH 3 FEET ON SIDE DISTANT 3 FEET FROM STATION.  A CHANNEL FROM
 TU2546'EACH PIT TO CENTER WAS FILLED WITH CHARCOAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1819 ***********************************************************************
 TU1819  DESIGNATION -  PUOLO RESET
 TU1819  PID         -  TU1819
 TU1819  STATE/COUNTY-  HI/KAUAI
 TU1819  USGS QUAD   -  HANAPEPE (1996)
 TU1819
 TU1819                         *CURRENT SURVEY CONTROL
 TU1819  ___________________________________________________________________
 TU1819* NAD 83(1993)-  21 53 33.88581(N)    159 36 16.29485(W)     ADJUSTED  
 TU1819* LOCAL TIDAL -         4.     (meters)      13.     (feet)  VERT ANG  
 TU1819  ___________________________________________________________________
 TU1819  EPOCH DATE  -        1993.62
 TU1819  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 TU1819  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU1819
 TU1819  HORZ ORDER  -  SECOND
 TU1819
 TU1819.The horizontal coordinates were established by classical geodetic methods
 TU1819.and adjusted by the National Geodetic Survey in December 1998..
 TU1819.The horizontal coordinates are valid at the epoch date displayed above.
 TU1819.The epoch date for horizontal control is a decimal equivalence
 TU1819.of Year/Month/Day.
 TU1819
 TU1819.The orthometric height was determined by vertical angle observations.
 TU1819.No vertical observational check was made to the station.
 TU1819
 TU1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1819
 TU1819.The geoid height was determined by GEOID03.
 TU1819
 TU1819;                    North         East     Units Scale Factor Converg.
 TU1819;SPC HI 4     -     6,582.286   489,198.391   MT  0.99999144   -0 02 20.3
 TU1819;UTM  04      - 2,421,078.369   437,552.625   MT  0.99964818   -0 13 31.5
 TU1819
 TU1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1819!SPC HI 4     -   0.99999695  x   0.99999144  =   0.99998839
 TU1819!UTM  04      -   0.99999695  x   0.99964818  =   0.99964513
 TU1819
 TU1819:                Primary Azimuth Mark                     Grid Az
 TU1819:SPC HI 4     -  LANI RESET=1023                          016 19 52.1
 TU1819:UTM  04      -  LANI RESET=1023                          016 31 03.3
 TU1819
 TU1819|---------------------------------------------------------------------|
 TU1819| PID    Reference Object                     Distance      Geod. Az  |
 TU1819|                                                           dddmmss.s |
 TU1819| TU1810 LANI RESET=1023                     APPROX. 6.6 KM 0161731.8 |
 TU1819| CJ8966 PUOLO WM 1 CROSS NNE                  4.731 METERS 02332     |
 TU1819| CJ8967 PUOLO WM 2 CROSS ESE                 23.579 METERS 04531     |
 TU1819| CJ8973 PUOLO RM 5                           23.573 METERS 04531     |
 TU1819| TU1818 BAY 1910                            468.455 METERS 0773442.8 |
 TU1819| TU1808 HAW                                 APPROX. 2.7 KM 0823508.1 |
 TU1819| TU1803 MCBRYDE SUGAR MILL STACK            APPROX. 4.7 KM 0832947.4 |
 TU1819| TU1807 REEF                                APPROX. 3.0 KM 0881042.4 |
 TU1819| TU1804 GOVERNMENT FLAG                     APPROX. 4.4 KM 0884851.1 |
 TU1819| TU1805 WALL                                APPROX. 3.9 KM 0901910.0 |
 TU1819| TU1800 NUMILA RADIO STATION KUAI MAST      APPROX. 5.2 KM 0924043.2 |
 TU1819| TU1801 MAC                                 APPROX. 4.7 KM 0935324.2 |
 TU1819| TU1799 BRY                                 APPROX. 5.6 KM 0960448.8 |
 TU1819| TU1764 POIPU LORAN TRANSM STA MAST         APPROX.16.8 KM 0985238.7 |
 TU1819| CJ8969 PUOLO RM 3 CROSS SE                   7.396 METERS 13202     |
 TU1819| CJ8968 PUOLO RM 2                                         13213     |
 TU1819| CJ8972 PUOLO WM 4 CROSS WSW                  4.995 METERS 26459     |
 TU1819| CJ8970 PUOLO WM 3 CROSS WNW                  7.986 METERS 28850     |
 TU1819| CJ8971 PUOLO RM 4                           18.764 METERS 31101     |
 TU1819| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 3.8 KM 3155623.7 |
 TU1819| TU1820 KAIOLE                              372.745 METERS 31636     |
 TU1819|---------------------------------------------------------------------|
 TU1819
 TU1819                          SUPERSEDED SURVEY CONTROL
 TU1819
 TU1819  NAD 83(1986)-  21 53 33.85800(N)    159 36 16.31364(W) AD(       ) 2
 TU1819  OLD HI      -  21 53 45.13100(N)    159 36 26.35400(W) AD(       ) 2
 TU1819
 TU1819.Superseded values are not recommended for survey control.
 TU1819.NGS no longer adjusts projects to the OLD HI datum.
 TU1819.See file dsdata.txt to determine how the superseded data were derived.
 TU1819
 TU1819_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3755321078(NAD 83)
 TU1819
 TU1819  HISTORY     - Date     Condition        Report By
 TU1819  HISTORY     - 1959     MONUMENTED       HIDT
 TU1819  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1819  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1819  HISTORY     - 1962     SEE DESCRIPTION  HIGS
 TU1819  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1819  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1819  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 TU1819
 TU1819                          STATION DESCRIPTION
 TU1819
 TU1819'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU1819'ON SOUTH COAST OF KAUAI, ON PUOLO POINT, AT THE WEST SIDE OF
 TU1819'HANAPEPE BAY.  STATION IS ON THE EXTREME SOUTHEAST POINT OF
 TU1819'ROCKY GROUND, ABOUT 25 METERS SOUTHWEST OF HANAPEPE LIGHTHOUSE,
 TU1819'NEAR AN OLD WALL AND SMALL RECTANGULAR STONE INCLOSURE, AND IS
 TU1819'ABOUT 10 METERS BACK FROM AND 5 FEET ABOVE HIGH WATER
 TU1819'MARK.  APPROACHED FROM HANAPEPE VILLAGE BY THE ROAD LEADING
 TU1819'SOUTH FROM THE MAIN ROAD 3/4 MILE WEST OF THE VILLAGE.  THIS
 TU1819'ROAD RUNS ALONG THE EDGE OF THE BAY BUT SOME DISTANCE BACK
 TU1819'FROM IT AND ENDS IN A TRAIL JUST TO THE NORTHEAST OF THE
 TU1819'STATION.  MARKED BY A DRILL HOLE IN A ROCK, AND BY AN
 TU1819'AHU (CAIRN) WHICH WAS PLACED AROUND THE CENTER POLE.
 TU1819'REFERENCE MARKS WERE AS FOLLOWS--NO. 1, CROSS CUT IN ROCK
 TU1819'AT SURFACE OF GROUND, 15.5 FEET, AZIMUTH 203 DEG 26 MIN.
 TU1819'NO. 2 CROSS CUT IN ROCK ON SURFACE, 25.1 FEET, 291 DEG 50
 TU1819'MIN.  NO. 3, CROSS CUT IN ROCK ON SURFACE, 26.2 FEET, 108
 TU1819'DEG 50 MIN.  NEAR CORNER OF OLD STONE WALL IS 37.3 FEET
 TU1819'FROM STATION IN AZIMUTH 178 DEG 16 MIN.  THE EAST CORNER OF
 TU1819'THE SMALL STONE RECTANGULAR INCLOSURE IS 58.6 FEET DISTANT IN
 TU1819'AZIMUTH 102 DEG 14 MIN.
 TU1819
 TU1819                          STATION RECOVERY (1961)
 TU1819
 TU1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU1819'THIS STATION HAS BEEN DESTROYED BY WAVE ACTION.  A NEW STATION
 TU1819'WITH THE SAME NAME HAS BEEN ESTABLISHED AT THE SAME LOCATION,
 TU1819'NEAR THE HANAPEPE LIGHT ON PUOLO POINT, BUT IT IS DOUBTFUL
 TU1819'WHETHER THE NEW STATION IS IN THE EXACT POSITION AS THE ORIGINAL
 TU1819'MARK.
 TU1819
 TU1819                          STATION RECOVERY (1962)
 TU1819
 TU1819'RECOVERY NOTE BY HAWAII GEODETIC SURVEY 1962 (RH)
 TU1819'LETTER OF MR. J.M. DUNN, SURVEYOR, STATE OF HAWAII, HONOLULU,
 TU1819'HAWAII DATED 5/23/62--
 TU1819'
 TU1819'STATION AND REFERENCE MARKS 2 AND 3 WERE WASHED AWAY BY THE TIDAL
 TU1819'WAVE OF APRIL 1, 1946.  IN 1959 REFERENCE MARK NO. 1 WAS FOUND AND
 TU1819'FROM THAT MARK RESET THE STATION.  ALSO TWO NEW REFERENCE MARKS
 TU1819'NOS. 3 AND 4 WERE SET.
 TU1819
 TU1819                          STATION RECOVERY (1965)
 TU1819
 TU1819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1819'STATION MARK, REFERENCE MARK NO. 4 AND REFERENCE CROSSES
 TU1819'NO. 1, 2, 3 AND 4 WERE RECOVERED IN GOOD CONDITION.  A NEW
 TU1819'REFERENCE MARK, NO. 5, WAS ESTABLISHED AT THE CENTER OF REFERENCE
 TU1819'CROSS NO. 2.
 TU1819'
 TU1819'STATION WAS DESTROYED BY A TIDAL WAVE IN 1946, WHICH ALSO
 TU1819'DESTROYED REFERENCE CROSSES NO. 2 AND 3.  IN 1959 REFERENCE
 TU1819'CROSS NO. 1 WAS RECOVERED BY THE HAWAII STATE SURVEY AND A NEW
 TU1819'STATION ESTABLISHED FROM THE OLD DISTANCE TO IT, HOWEVER IT IS
 TU1819'DOUBTFUL THAT THE STATION IS IN EXACTLY THE SAME LOCATION.  A
 TU1819'COMPLETE DESCRIPTION FOLLOWS--
 TU1819'
 TU1819'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF HANAPEPE, ON THE
 TU1819'SOUTH END OF PUOLO POINT, NEAR THE PUOLO POINT LIGHT.
 TU1819'
 TU1819'TO REACH STATION FROM THE POST OFFICE IN ELEELE, GO WEST ON
 TU1819'STATE HIGHWAY 50 FOR 1.1 MILES.  TURN LEFT ON STATE HIGHWAY
 TU1819'543 AND GO SOUTH 0.4 MILE TO FORK AT PORT ALLEN AIRPORT.  TAKE
 TU1819'LEFT FORK, AROUND EAST END OF AIRPORT, AND GO 0.5 MILE TO
 TU1819'STATION.
 TU1819'
 TU1819'STATION MARK IS A HAWAII TERRITORIAL SURVEY DISK SET IN CONCRETE
 TU1819'6 INCHES BENEATH THE 6 X 6-FOOT, CONCRETE PLATFORM OF A TYPE
 TU1819'B-1 SIGNAL.  IT IS 24 FEET SOUTH OF EDGE OF TRACK ROAD AND 60
 TU1819'FEET NORTH OF WATER LINE.  THE DISK COULD NOT BE EXAMINED FOR
 TU1819'STAMPING DUE TO A PIPE WHICH HAS SLIPPED DOWN THROUGH CENTER OF
 TU1819'SIGNAL AND IS LODGED ON DISK.
 TU1819'
 TU1819'REFERENCE MARK NUMBER 4 IS A STANDARD DISK STAMPED PUOLO NO 4
 TU1819'1910, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU1819'PROJECTING 4 INCHES.  IT IS 9 FEET SOUTH OF EDGE OF TRACK ROAD
 TU1819'AND 1 FOOT HIGHER THAN STATION.
 TU1819'
 TU1819'REFERENCE MARK NUMBER 5 IS A STANDARD DISK STAMPED PUOLO 1910
 TU1819'1928 NO 5 1965, CEMENTED IN A DRILL HOLE AT THE CENTER OF
 TU1819'REFERENCE CROSS NO. 2 IN THE SOUTHWEST CORNER OF THE CONCRETE
 TU1819'FOUNDATION OF THE SOUTHWEST LEG OF PUOLO POINT LIGHT.
 TU1819'
 TU1819'REFERENCE CROSS 1 IS CHISELED IN THE TOP OF A 6 X 10-INCH ROCK
 TU1819'OUTCROP PROJECTING 1 INCH.  IT IS 7 FEET SOUTH OF EDGE OF TRACK
 TU1819'ROAD AND ABOUT 1 FOOT HIGHER THAN STATION.
 TU1819'
 TU1819'REFERENCE CROSS 3 IS CHISELED IN THE TOP OF A 2 X 3-FOOT BLACK
 TU1819'ROCK THAT PROJECTS 2 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN
 TU1819'STATION.
 TU1819'
 TU1819'REFERENCE CROSS 4 IS CHISELED IN THE TOP OF A 2 X 4-FOOT, RED
 TU1819'ROCK FLUSH WITH GROUND, ABOUT 1 FOOT HIGHER THAN STATION.
 TU1819'
 TU1819'NOTE--REFERENCE MARK NUMBER 4 IS A NEW TYPE, SHEET METAL DISK
 TU1819'AND WAS PROBABLY SET IN 1961.
 TU1819
 TU1819                          STATION RECOVERY (1983)
 TU1819
 TU1819'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1819'PUOLO 1910 1928 NO 5 1965 RECOVERED GOOD.  (REF. NO. 5)
 TU1819'
 TU1819'(DIRECTIONS BY DMW 1965 ADEQUATE) STATION NOT FOUND.  EXTENSIVE
 TU1819'DISRUPTION OF POINT BY HURRICANE IWA 1982 (NOV) FOUND 2 B-1
 TU1819'PLATFORMS BROKEN UP AND TILTED ONE MARKED PUOLO 4/29/59 60 YDS N OF
 TU1819'PUOLO LIGHT.  NO OTHER REFERENCE MARKS LOCATED.  (NOTE PUOLO
 TU1819'LIGHT IS 7 FEET E OF REF 5 MARK).
 TU1819
 TU1819                          STATION RECOVERY (1998)
 TU1819
 TU1819'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1504 ***********************************************************************
 TU1504  DESIGNATION -  PUPUKEA RESET
 TU1504  PID         -  TU1504
 TU1504  STATE/COUNTY-  HI/HONOLULU
 TU1504  USGS QUAD   -  WAIMEA (1983)
 TU1504
 TU1504                         *CURRENT SURVEY CONTROL
 TU1504  ___________________________________________________________________
 TU1504* NAD 83(1993)-  21 39 25.52268(N)    158 02 44.32918(W)     ADJUSTED  
 TU1504* LOCAL TIDAL -       168.5    (meters)     553.     (feet)  VERT ANG  
 TU1504  ___________________________________________________________________
 TU1504  EPOCH DATE  -        1993.62
 TU1504  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 TU1504  GEOID HEIGHT-          13.89  (meters)                     GEOID03
 TU1504
 TU1504  HORZ ORDER  -  FIRST
 TU1504
 TU1504.The horizontal coordinates were established by classical geodetic methods
 TU1504.and adjusted by the National Geodetic Survey in December 1998..
 TU1504.The horizontal coordinates are valid at the epoch date displayed above.
 TU1504.The epoch date for horizontal control is a decimal equivalence
 TU1504.of Year/Month/Day.
 TU1504
 TU1504.The orthometric height was determined by vertical angle observations.
 TU1504
 TU1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1504
 TU1504.The geoid height was determined by GEOID03.
 TU1504
 TU1504;                    North         East     Units Scale Factor Converg.
 TU1504;SPC HI 3     -    54,300.973   495,275.192   MT  0.99999028   -0 01 00.6
 TU1504;UTM  04      - 2,395,175.903   598,747.537   MT  0.99972049   +0 21 08.0
 TU1504
 TU1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1504!SPC HI 3     -   0.99997133  x   0.99999028  =   0.99996161
 TU1504!UTM  04      -   0.99997133  x   0.99972049  =   0.99969183
 TU1504
 TU1504|---------------------------------------------------------------------|
 TU1504| PID    Reference Object                     Distance      Geod. Az  |
 TU1504|                                                           dddmmss.s |
 TU1504| CJ8976 PUPUKEA RM 2                          2.939 METERS 04824     |
 TU1504| CJ8977 PUPUKEA RM 3                         20.204 METERS 13833     |
 TU1504| CJ8974 PUPUKEA AZ MK                                      2220958.6 |
 TU1504| CJ8975 PUPUKEA RM 1                          2.489 METERS 31841     |
 TU1504|---------------------------------------------------------------------|
 TU1504
 TU1504                          SUPERSEDED SURVEY CONTROL
 TU1504
 TU1504  NAD 83(1986)-  21 39 25.47373(N)    158 02 44.34040(W) AD(       ) 1
 TU1504  OLD HI      -  21 39 36.91564(N)    158 02 54.24989(W) AD(       ) 1
 TU1504
 TU1504.Superseded values are not recommended for survey control.
 TU1504.NGS no longer adjusts projects to the OLD HI datum.
 TU1504.See file dsdata.txt to determine how the superseded data were derived.
 TU1504
 TU1504_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9874895176(NAD 83)
 TU1504
 TU1504  HISTORY     - Date     Condition        Report By
 TU1504  HISTORY     - 1927     MONUMENTED       CGS
 TU1504  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1504  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1504  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1504  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1504
 TU1504                          STATION DESCRIPTION
 TU1504
 TU1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1504'ON THE SEA END OF THE MOST PROMINENT RIDGE ABOUT 2 MILES
 TU1504'NORTHEAST OF THE WAIMEA RIVER AND ABOUT 1/4 MILE FROM STEEP
 TU1504'PART OF THE BLUFF WHICH BORDERS THE SEA.  BEST REACHED BY
 TU1504'FOLLOWING THE ROAD FROM WAIMEA TO TOP OF HILL, AND TAKING LEFT
 TU1504'HAND ROAD JUST AFTER REACHING STEEP PART OF HILL, THENCE
 TU1504'FOLLOWING ROAD ALONG TOP OF BLUFF SOME TWO MILES.  THIS ROAD
 TU1504'MAKES LONG SLANTS INLAND TO GET AROUND GULCHES.  AFTER PASSING
 TU1504'THE SECOND SUCH GULCH TURN OFF TO RIGHT TO REACH STATION,
 TU1504'WHICH IS ABOUT 1/4 MILE FROM WHERE ROAD EMERGES FROM GULCH.
 TU1504'STATION IS SHORT DISTANCE FROM TOP OF RIDGE.  MARKED BY
 TU1504'CONCRETE POST 5 INCHES SQUARE WITH CROSS IN TOP.  OVER
 TU1504'THIS WAS BUILT (IN 1927) A CONCRETE PIER WITH STANDARD DISK
 TU1504'STATION MARK CENTERED OVER OLD MARK.  REFERENCE MARKS
 TU1504'ARE AS FOLLOWS--NO. 1, STANDARD DISK REFERENCE MARK IN
 TU1504'CONCRETE IN TILE, NOTE 13A, 2.463 METERS (8.08 FEET) FROM
 TU1504'STATION IN AZIMUTH 138 DEG 41 MIN. NO. 2, AN 8-INCH
 TU1504'CONCRETE CYLINDER WITH CROSS IN TOP, 2.942 METERS (9.65 FEET)
 TU1504'FROM STATION IN AZIMUTH 238 DEG 42 MIN.  RE-MARKED
 TU1504'ACCORDING TO NOTE 14A IN 1929.
 TU1504
 TU1504                          STATION RECOVERY (1945)
 TU1504
 TU1504'RECOVERY NOTE BY US ARMY 1945
 TU1504'ON THE SEAWARD END OF THE MOST PROMINENT RIDGE ABOUT 2 MILES NE
 TU1504'OF WAIMEA RIVER AND ABOUT 1/4 MILE BACK FROM THE STEEP COASTAL
 TU1504'BLUFF.
 TU1504'
 TU1504'AT WAIMEA STATION ON HIGHWAY 1, TURN E ON DIRT ROAD 135A
 TU1504'AND CONTINUE 1.5 MILES TO FIRST ROAD E OF HIGHWAY RANCH.  TURN
 TU1504'LEFT (N) ON THIS ROAD AND PROCEED FOR 1 MILE TO WATER TOWER
 TU1504'AT CATTLE GATE.  STATION IS IN OPEN FIELD ABOUT 1300 FEET FROM
 TU1504'WATER TOWER.  A TRAIL RUNS THROUGH FIELD AFTER PASSING TANK.
 TU1504'
 TU1504'STATION IS MARKED ACCORDING TO NOTE 14A.  MARKS ARE IN GOOD
 TU1504'CONDITION.
 TU1504
 TU1504                          STATION RECOVERY (1964)
 TU1504
 TU1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1504'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU1504'HOWEVER A DISCREPANCY OF APPROXIMATELY 10 DEGREES WAS NOTED IN
 TU1504'THE DIRECTION TO R.M. NO. 2.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1504'
 TU1504'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF WAIMEA BAY
 TU1504'AND 1/2 MILE INLAND FROM STATE HIGHWAY 83, AT ABOUT 520 FEET
 TU1504'ELEVATION IN A PASTURE ON THE RIDGE BETWEEN KALUNAWAIKAALA
 TU1504'AND PAKULENA GULCHES.
 TU1504'
 TU1504'TO REACH STATION FROM THE FIRE STATION IN WAIMEA VILLAGE, GO
 TU1504'EAST ON PUPUKEA RD. FOR 1.5 MILES.  TURN LEFT ON ALAPIO RD. AND
 TU1504'GO 0.2 MILE.  CONTINUE STRAIGHT AHEAD, WHERE MAIN ROAD TURNS
 TU1504'LEFT, AND GO 0.15 MILE TO TRACK ROAD RIGHT, WITH A LOCKED
 TU1504'GATE ABOUT 25 YARDS DOWN ROAD.  PASS THROUGH GATE AND CONTINUE
 TU1504'ON TRACK ROAD FOR 0.3 MILE TO FORK.  TAKE LEFT FORK AND GO 0.35
 TU1504'MILE TO LOCKED GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.1
 TU1504'MILE.  TURN LEFT INTO A WIRE CORRAL, PASS THROUGH WIRE GATE IN
 TU1504'CORNER, AND GO ACROSS PASTURE FOR 0.2 MILE TO STATION.
 TU1504'
 TU1504'STATION MARK IS A STANDARD DISK STAMPED PUPUKEA 1927, SET IN
 TU1504'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 TU1504'INCHES ABOVE GROUND.  IT IS 50 YARDS SOUTHWEST OF A CLUMP OF
 TU1504'IRONWOODS, 130 FEET SOUTHEAST OF A FENCE, AND HAS A CLUMP OF
 TU1504'BRUSH BY THE WEST SIDE.  A TYPE A SIGNAL, BUILT BY THE HAWAII
 TU1504'TERRITORIAL SURVEY IN 1929, IS CENTERED OVER THE MARK.  THE
 TU1504'CONCRETE PLATFORM OF THE SIGNAL IS ABOUT 3 FEET ABOVE GROUND
 TU1504'AND THE RED AND WHITE METAL TARGET EXTENDS 8 FEET ABOVE THE
 TU1504'PLATFORM.
 TU1504'
 TU1504'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUPUKEA
 TU1504'NO 1, SET IN CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS
 TU1504'7 INCHES ABOVE GROUND.  IT IS AT THE NORTHEAST CORNER OF THE
 TU1504'BRUSH CLUMP AND IS ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU1504'
 TU1504'REFERENCE MARK NUMBER TWO IS A CROSS IN THE TOP OF A
 TU1504'10-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE
 TU1504'GROUND.  IT IS 0.62 FOOT LOWER THAN STATION MARK.
 TU1504'
 TU1504'NOTE--KEYS FOR THE LOCKED GATES WERE OBTAINED FROM MR. A. FORSYTHE
 TU1504'AT 59395 PUPUKEA RD.
 TU1504
 TU1504                          STATION RECOVERY (1969)
 TU1504
 TU1504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1504'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 TU1504'IN GOOD CONDTION.  DUE TO A DISCREPANCY IN THE DISTANCE AND
 TU1504'DIRECTION OF REFERENCE MARK NUMBER 1, THE ESTABLISHMENT OF AN
 TU1504'AZIMUTH MARK AND A FEW ROAD CHANGES, A COMPLETE DESCRIPTION
 TU1504'FOLLOWS--
 TU1504'
 TU1504'STATION IS LOCATED 1-1/2 MILES NORTHEAST OF WAIMEA BAY,
 TU1504'1/2 MILE INLAND FROM STATE HIGHWAY 83 AND ON THE RIDGE BETWEEN
 TU1504'KALUNAWAIKAALA AND PAKULENA GULCHES.
 TU1504'
 TU1504'TO REACH THE STATION FROM THE WAIMEA FIRE STATION, WHICH IS
 TU1504'LOCATED AT THE JUNCTION OF STATE HIGHWAY 83 AND PUPUKEA ROAD, GO
 TU1504'EASTERLY ON PUPUKEA ROAD FOR 0.75 MILE UP STEEP SLOPE TO ALAPIO
 TU1504'ROAD ON THE LEFT, TURN LEFT, ON ALAPIO ROAD FOR 0.5 MILE TO
 TU1504'WHERE ALAPIO ROAD TURNS RIGHT, CONTINUE STRAIGHT AHEAD ON A
 TU1504'SURFACED ROAD FOR 0.05 MILE TO THE ENTRANCE OF SUNSET HILLS,
 TU1504'CONTINUE AHEAD PASSING THROUGH ENTRANCE GATE FOR 0.05 MILE TO
 TU1504'A FORK, TURN RIGHT AND GO 0.3 MILE ON WILINAU ROAD TO THE
 TU1504'INTERSECTION OF WILINAU AND MAKANA ROADS, (TO REACH THE
 TU1504'AZIMUTH MARK FROM HERE, TURN RIGHT ON MAKANA ROAD FOR 0.2 MILE TO
 TU1504'THE MARK ON THE LEFT), CONTINUE AHEAD, LEAVING WILINAU ROAD AND
 TU1504'FOLLOWING A TRACK ROAD EASTERLY DOWN GRADE FOR 0.25 MILE TO A
 TU1504'LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE TRACK
 TU1504'ROAD FOR 0.6 MILE TO A GATE ON THE LEFT.  TURN LEFT PASSING
 TU1504'THROUGH THE GATE, THEN BEAR SHARP RIGHT AND FOLLOW TRACK ROAD
 TU1504'NORTHEASTERLY ALONG THE NORTH SIDE OF THE FENCE LINE FOR 0.1
 TU1504'MILE TO A GATE.  PASS THROUGH THE GATE, THEN TURN SHARP LEFT
 TU1504'PASSING THROUGH ANOTHER GATE, THEN PICK WAY NORTHERLY ACROSS
 TU1504'PASTURE FOR 0.1 MILE TO THE STATION.
 TU1504'
 TU1504'STATION IS A STANDARD DISK STAMPED PUPUKEA 1927, SET IN THE
 TU1504'TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 TU1504'INCHES ABOVE THE GROUND SURFACE AND 130 FEET SOUTHEAST OF A
 TU1504'FENCE.  THE STATION HAS A TYPE A SIGNAL BUILT BY THE HAWAII
 TU1504'TERRITORIAL SURVEY IN 1929 CENTERED OVER IT, THE CONCRETE
 TU1504'PLATFORM OF THE SIGNAL IS 3 FEET ABOVE THE GROUND.
 TU1504'
 TU1504'REFERENCE MARK 1, IS A STANDARD DISK STAMPED PUPUKEA NO 1, SET
 TU1504'IN THE TOP OF A CEMENT FILLED 5-INCH IRON PIPE WHICH PROJECTS
 TU1504'5 INCHES ABOVE THE GROUND SURFACE, 5.0 FEET WEST OF THE WEST
 TU1504'EDGE OF THE TYPE A MONUMENT.
 TU1504'
 TU1504'REFERENCE MARK 2, IS A CROSS IN THE TOP OF A 10-INCH CONCRETE
 TU1504'CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE, 6.4 FEET
 TU1504'NORTHEAST OF THE NORTHWEST CORNER OF THE TYPE A MONUMENT.
 TU1504'
 TU1504'REFERENCE MARK 3 IS A STANDARD DISK STAMPED PUPUKEA 1875 NO 3
 TU1504'1969, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 TU1504'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE, AND 4.5 FEET EAST
 TU1504'OF THE EAST EDGE OF THE TYPE A MONUMENT.
 TU1504'
 TU1504'AZIMUTH MARK IS A STANDARD DISK STAMPED PUPUKEA 1875 1969, SET
 TU1504'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES
 TU1504'ABOVE THE GROUND SURFACE, 19 FEET NORTH OF THE CENTER OF MAKANA
 TU1504'ROAD, 8 FEET SOUTH OF THE EDGE OF A CUTBANK AND 2.5 FEET NORTH
 TU1504'OF A POWER-LINE-POLE.
 TU1504'
 TU1504'DISTANCE BETWEEN REFERENCE MARKS 1 AND 2, 12.57 FEET OR 3.833
 TU1504'METERS.
 TU1504'
 TU1504'HEIGHT OF LIGHT ABOVE STATION MARK 85.6 FEET.
 TU1504'
 TU1504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1504'1-1/2 MILES NORTHEAST OF WAIAMEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2497 ***********************************************************************
 TU2497  DESIGNATION -  PUU AHINUI
 TU2497  PID         -  TU2497
 TU2497  STATE/COUNTY-  HI/HAWAII
 TU2497  USGS QUAD   -  PUU POHAKULOA (1982)
 TU2497
 TU2497                         *CURRENT SURVEY CONTROL
 TU2497  ___________________________________________________________________
 TU2497* NAD 83(1993)-  19 14 53.58190(N)    155 49 52.80045(W)     ADJUSTED  
 TU2497* LOCAL TIDAL -      1209.6    (meters)    3968.     (feet)  VERT ANG  
 TU2497  ___________________________________________________________________
 TU2497  EPOCH DATE  -        1993.62
 TU2497  LAPLACE CORR-          22.35  (seconds)                    DEFLEC99
 TU2497  GEOID HEIGHT-          20.60  (meters)                     GEOID03
 TU2497
 TU2497  HORZ ORDER  -  SECOND
 TU2497
 TU2497.The horizontal coordinates were established by classical geodetic methods
 TU2497.and adjusted by the National Geodetic Survey in December 1998..
 TU2497.The horizontal coordinates are valid at the epoch date displayed above.
 TU2497.The epoch date for horizontal control is a decimal equivalence
 TU2497.of Year/Month/Day.
 TU2497
 TU2497.The orthometric height was determined by vertical angle observations.
 TU2497
 TU2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2497
 TU2497.The geoid height was determined by GEOID03.
 TU2497
 TU2497;                    North         East     Units Scale Factor Converg.
 TU2497;SPC HI 1     -    45,956.230   465,166.298   MT  0.99998166   -0 06 33.2
 TU2497;UTM  05      - 2,130,718.329   202,351.642   MT  1.00069529   -0 56 02.7
 TU2497
 TU2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2497!SPC HI 1     -   0.99980665  x   0.99998166  =   0.99978831
 TU2497!UTM  05      -   0.99980665  x   1.00069529  =   1.00050181
 TU2497
 TU2497|---------------------------------------------------------------------|
 TU2497| PID    Reference Object                     Distance      Geod. Az  |
 TU2497|                                                           dddmmss.s |
 TU2497| CN6056 PUU AHINUI RM 1                       1.570 METERS 08727     |
 TU2497| TU2483 KAPUKAWAA RESET                     APPROX.10.4 KM 2295112.5 |
 TU2497|---------------------------------------------------------------------|
 TU2497
 TU2497                          SUPERSEDED SURVEY CONTROL
 TU2497
 TU2497  NAD 83(1986)-  19 14 53.58482(N)    155 49 52.82943(W) AD(       ) 2
 TU2497  OLD HI      -  19 15 04.42100(N)    155 50 02.87900(W) AD(       ) 2
 TU2497
 TU2497.Superseded values are not recommended for survey control.
 TU2497.NGS no longer adjusts projects to the OLD HI datum.
 TU2497.See file dsdata.txt to determine how the superseded data were derived.
 TU2497
 TU2497_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0235230718(NAD 83)
 TU2497
 TU2497  HISTORY     - Date     Condition        Report By
 TU2497  HISTORY     - 1890     MONUMENTED       HIGS
 TU2497  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2497  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2497  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2497
 TU2497                          STATION DESCRIPTION
 TU2497
 TU2497'DESCRIBED BY HAWAII GEODETIC SURVEY 1890
 TU2497'IN THE SOUTHERN PART OF HAWAII, IN SOUTH KONA, ON THE LAND OF
 TU2497'KAAPUNA, ON PUU AHINUI, IN AN OPEN SPACE OR KIPUKA IN THE
 TU2497'FOREST, ABOUT 7,300 METERS FROM THE SEA, AND ABOUT 400 METERS
 TU2497'SOUTH OF TRAIL THROUGH OHIA FOREST.  MARKED BY A LARGE TRIANGLE
 TU2497'CUT IN SOLID ROCK, AND BY A LARGE STONE CAIRN.
 TU2497
 TU2497                          STATION RECOVERY (1948)
 TU2497
 TU2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2497'THE ORIGINAL STATION WAS RECOVERED IN GOOD CONDITION.  A NEW
 TU2497'DESCRIPTION FOLLOWS--
 TU2497'
 TU2497'THE STATION IS LOCATED ON THE SUMMIT OF A LOW LAVA KNOLL
 TU2497'WHICH PROJECTS ABOUT 15 FEET ABOVE THE SCRUB TREES AND LIES
 TU2497'ABOUT 7.5 MILES NORTHEAST OF MILOLII, ABOUT 5 MILES EAST OF
 TU2497'THE SEA, ABOUT 4.5 MILES SOUTH SOUTHEAST OF THE KAOHE
 TU2497'RANCH, ABOUT 2 MILES NORTHWEST OF THE OLD KOA MILL, ABOUT
 TU2497'0.4 MILE SOUTH OF THE 1919 LAVA FLOW AND ABOUT 200 YARDS SOUTH
 TU2497'OF AN OLD TRAIL WHICH RUNS BETWEEN THE SEA AND THE KAAPUNA
 TU2497'RANCH.
 TU2497'
 TU2497'TO REACH FROM THE POST OFFICE AT HONAUNAU.  GO SOUTH ON THE
 TU2497'ROAD WHICH LEAD TOWARD WAIOHINU FOR 15.8 MILES TO THE ALIKA
 TU2497'LAVA FLOW OF 1919.  CONTINUE SOUTH FOR 0.3 MILE.  TURN LEFT, ONTO
 TU2497'AN OILED ROAD, AND GO EASTERLY, UP THE STEEP GRADE FOR 1.2 MILES
 TU2497'TO THE SITE OF AN OHIA MILL.  TURN LEFT AND FOLLOW THE OILED
 TU2497'ROAD EASTERLY FOR 3.45 MILES TO THE SITE OF AN OLD KOA
 TU2497'MILL.  PASS TO THE EASTWARD OF THE MILL AND FOLLOW A GRADED
 TU2497'ROAD NORTHERLY, ACROSS THE ALIKI LAVA FLOW, FOR ABOUT 0.4
 TU2497'MILE.  TAKE THE LEFT HAND FORK AND FOLLOW THE DIM TRACK ROAD
 TU2497'NORTHERLY FOR ABOUT 0.5 MILE TO AN EAST-WEST ROCK WALL AND
 TU2497'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY, DOWN
 TU2497'GRADE, KEEPING TO THE NORTH SIDE OF THE ROCK WALL FOR ABOUT
 TU2497'0.5 MILE TO AN OLD POLE CORRAL.  HERE, LEAVE THE TIMBER
 TU2497'AND HEAD SOUTHWEST FOR ABOUT 0.3 MILE TO THE STATION.
 TU2497'
 TU2497'THE STATION IS A 2 INCH DRILL HOLE SURROUNDED BY A TRIANGLE
 TU2497'CARVED INTO THE ROCK.
 TU2497'
 TU2497'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, UNSTAMPED, SET INTO
 TU2497'DRILL HOLE IN A BOULDER WHICH PROJECTS 3 FEET AND IS ABOUT 4
 TU2497'FEET HIGHER THAN THE STATION.
 TU2497
 TU2497                          STATION RECOVERY (1958)
 TU2497
 TU2497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2497'STATION RECOVERED.
 TU2497'
 TU2497'TO REACH FROM THE POST OFFICE AT HONAUNAU.  GO SOUTH ON THE ROAD
 TU2497'WHICH LEADS TOWARD WAIOHINU FOR 15.8 MILES TO THE ALIKA LAVA
 TU2497'FLOW OF 1919.  CONTINUE SOUTH FOR 0.3 MILE.  TURN LEFT ONTO AN
 TU2497'OILED ROAD AND GO EASTERLY FOR 1.2 MILES TO THE SITE OF AN OLD
 TU2497'OHIA MILL.  TURN LEFT AND FOLLOW OILED ROAD EASTERLY FOR 3.45
 TU2497'MILES TO THE SITE OF AN OLD KOA MILL.  PASS TO THE EASTWARD OF
 TU2497'THE MILL AND FOLLOW GRADED ROAD NORTHERLY ACROSS ALIKA LAVA
 TU2497'FLOW FOR 2.8 MILES TO AN OLD CORRAL.  TAKE ROAD FORK TO LEFT
 TU2497'ON GRADED ROAD WESTERLY DOWN LAVA FLOW FOR 1.9 MILES TO A
 TU2497'LARGE WOODED CORRAL AND END OF TRUCK TRAVEL.  FROM THIS
 TU2497'POINT PACK SOUTHERLY FOR ABOUT 0.3 MILE THRU DENSE BRUSH TO
 TU2497'THE WEST SIDE OF A SMALL DENSELY BRUSHED KNOLL AND STATION.
 TU2497
 TU2497                          STATION RECOVERY (1968)
 TU2497
 TU2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2497'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION
 TU2497'AND THE DISTANCE TO THE RM WAS CHECKED.  THE OLD TRAIL MENTIONED
 TU2497'IN 1948 IS GONE.  THE TREES AND BRUSH IN THE AREA ARE GROWING
 TU2497'AND THE STATION KNOLL NO LONGER PROJECTS ABOVE THE BRUSH, BUT IS
 TU2497'CAMOUFLAGED BY IT AND IS DIFFICULT TO LOCATE.
 TU2497'
 TU2497'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF MILOLII, 5
 TU2497'MILES SOUTHWEST OF KAOHE RANCH, 2000 FEET SOUTH OF A TRACK ROAD
 TU2497'AND 2100 FEET SOUTH-SOUTHWEST OF A CORRAL WHERE A WIRE FENCE
 TU2497'LEADS OFF TO EAST-SOUTHEAST AND A CLEARED STRIP RUNS DUE EAST
 TU2497'UP THROUGH LARGE TREES.  IT IS AT 3968 FEET ELEVATION, IN A
 TU2497'ROUGH LAVA AREA THAT IS COVERED WITH SMALL OHIA TREES, BRUSH,
 TU2497'AND ULUHE FERN, AND IS ABOUT 200 YARDS NORTHWEST OF A PROMINENT
 TU2497'CLUMP OF VERY TALL TREES.
 TU2497'
 TU2497'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO
 TU2497'SOUTHERLY ON STATE HIGHWAY 11 FOR 13.2 MILES TO A BOARD GATE
 TU2497'ON LEFT BY CORRAL, JUST SOUTH OF A QUARRY AT THE SOUTH EDGE OF
 TU2497'THE 1950 KAPUNA LAVA FLOW.  PASS THROUGH GATE AND GO UPGRADE
 TU2497'ON TRACK ROAD FOR 2.3 MILES TO A CROSSROAD AT 3200 FEET
 TU2497'ELEVATION.  CONTINUE ON ROAD, ALONG A FINGER OF THE LAVA
 TU2497'FLOW, FOR 0.9 MILE TO A BOARD GATE AT 3820 FEET ELEVATION.
 TU2497'PASS THROUGH GATE AND CONTINUE FOR 0.35 MILE TO CORRAL AND END
 TU2497'OF TRUCK TRAVEL AT 3980 FEET ELEVATION.  PACK
 TU2497'SOUTH-SOUTHWEST AT ABOUT SAME ELEVATION, THROUGH VERY DENSE
 TU2497'BRUSH AND FERN, FOR ABOUT 2100 FEET TO STATION.  NOTE--AN
 TU2497'ALTIMETER IS OF GREAT HELP BECAUSE THE BRUSH
 TU2497'OBSTRUCTS THE VIEW MOST OF THE WAY.
 TU2497'
 TU2497'STATION IS MARKED BY A 2-INCH DRILL HOLE IN FLAT BEDROCK, ON
 TU2497'WEST POINT OF THE BROKEN-UP LAVA KNOLL, AT WEST SIDE OF A
 TU2497'4-FOOT-HIGH ROCK THAT IS THE HIGHEST POINT OF THE KNOLL.  A
 TU2497'SMALL CAIRN WITH A 3 X 3-INCH TARGET IS CENTERED OVER STATION.
 TU2497'
 TU2497'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED, CEMENTED
 TU2497'IN A DRILL HOLE IN THE TOP OF THE 4-FOOT-HIGH ROCK.  IT IS
 TU2497'1.570 M (5.150 FT) FROM STATION, IN AZIMUTH 267 DEG
 TU2497'27 MIN 27 SEC.  NOTE--THE DISK WAS UNDER A 6-INCH LAYER OF MOSS.
 TU2497'
 TU2497'NOTE--AT THE BOARD GATE AT 3820 FEET ELEVATION A TIMBERED HILL
 TU2497'MAY BE SEEN A FEW HUNDRED YARDS TO SOUTH-SOUTHEAST, AND ABOUT
 TU2497'THE SAME DISTANCE BEYOND IT, OVER ITS RIGHT END, MAY BE SEEN
 TU2497'ANOTHER TIMBERED HILL, WHICH IS THE STATION HILL.
 TU2497'
 TU2497'A 4-WHEEL-DRIVE VEHICLE IS REQUIRED AFTER LEAVING STATE
 TU2497'HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2703 ***********************************************************************
 TU2703  DESIGNATION -  PUU AIEA RESET
 TU2703  PID         -  TU2703
 TU2703  STATE/COUNTY-  HI/HAWAII
 TU2703  USGS QUAD   -  HAWI (1995)
 TU2703
 TU2703                         *CURRENT SURVEY CONTROL
 TU2703  ___________________________________________________________________
 TU2703* NAD 83(1993)-  20 07 24.87555(N)    155 48 03.84233(W)     ADJUSTED  
 TU2703* LOCAL TIDAL -       932.6    (meters)    3060.     (feet)  VERT ANG  
 TU2703  ___________________________________________________________________
 TU2703  EPOCH DATE  -        1993.62
 TU2703  LAPLACE CORR-           9.62  (seconds)                    DEFLEC99
 TU2703  GEOID HEIGHT-          20.33  (meters)                     GEOID03
 TU2703
 TU2703  HORZ ORDER  -  THIRD
 TU2703
 TU2703.The horizontal coordinates were established by classical geodetic methods
 TU2703.and adjusted by the National Geodetic Survey in December 1998..
 TU2703.The horizontal coordinates are valid at the epoch date displayed above.
 TU2703.The epoch date for horizontal control is a decimal equivalence
 TU2703.of Year/Month/Day.
 TU2703
 TU2703.The orthometric height was determined by vertical angle observations.
 TU2703
 TU2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2703
 TU2703.The geoid height was determined by GEOID03.
 TU2703
 TU2703;                    North         East     Units Scale Factor Converg.
 TU2703;SPC HI 1     -   142,850.891   468,519.780   MT  0.99997891   -0 06 12.9
 TU2703;UTM  05      - 2,227,620.719   207,133.395   MT  1.00066023   -0 57 51.8
 TU2703
 TU2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2703!SPC HI 1     -   0.99985023  x   0.99997891  =   0.99982915
 TU2703!UTM  05      -   0.99985023  x   1.00066023  =   1.00051036
 TU2703
 TU2703:                Primary Azimuth Mark                     Grid Az
 TU2703:SPC HI 1     -  PUU AIEA AZ MK                           075 40 56.4
 TU2703:UTM  05      -  PUU AIEA AZ MK                           076 32 35.3
 TU2703
 TU2703|---------------------------------------------------------------------|
 TU2703| PID    Reference Object                     Distance      Geod. Az  |
 TU2703|                                                           dddmmss.s |
 TU2703| CN6057 PUU AIEA AZ MK                                     0753443.5 |
 TU2703| CN6058 PUU AIEA RM 1                         5.255 METERS 16624     |
 TU2703| CN6059 PUU AIEA RM 2                         4.565 METERS 26552     |
 TU2703| TU2704 CAIRN                               APPROX. 1.5 KM 3460214.4 |
 TU2703|---------------------------------------------------------------------|
 TU2703
 TU2703                          SUPERSEDED SURVEY CONTROL
 TU2703
 TU2703  NAD 83(1986)-  20 07 24.85196(N)    155 48 03.84644(W) AD(       ) 3
 TU2703  OLD HI      -  20 07 35.88400(N)    155 48 13.87000(W) AD(       ) 3
 TU2703
 TU2703.Superseded values are not recommended for survey control.
 TU2703.NGS no longer adjusts projects to the OLD HI datum.
 TU2703.See file dsdata.txt to determine how the superseded data were derived.
 TU2703
 TU2703_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0713327621(NAD 83)
 TU2703
 TU2703  HISTORY     - Date     Condition        Report By
 TU2703  HISTORY     - 1948     MONUMENTED       HITS
 TU2703  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2703  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2703
 TU2703                          STATION DESCRIPTION
 TU2703
 TU2703'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2703'THE STATION IS LOCATED ON THE SUMMIT OF A LOW VOLCANIC KNOLL
 TU2703'KNOWN AS PUU AIEA, ABOUT 12 MILES NORTHWEST OF WAIMEA, ABOUT 8
 TU2703'MILES SOUTH SOUTHEAST OF HAWI, ABOUT 0.5 MILE WEST OF THE ROAD
 TU2703'WHICH RUNS BETWEEN HAWI AND WAIMEA AND ABOUT 1.0 MILE WEST OF
 TU2703'THE KAHUA RANCH HEADQUARTERS.
 TU2703'
 TU2703'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO WEST AND NORTH ON
 TU2703'THE ROAD WHICH LEADS TOWARD HAWI FOR 12.4 MILES.  TURN LEFT, PASS
 TU2703'THROUGH A BOARD GATE AT A FENCE CORNER, AND GO WESTERLY FOR
 TU2703'ABOUT 0.5 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 TU2703'
 TU2703'THE STATION IS THE CENTER OF A DRILL HOLE WHICH IS IN THE CENTER
 TU2703'OF A CROSS WHICH IS CARVED INTO A FLAT ROCK.  THE STATION ROCK IS
 TU2703'SURROUNDED BY A TRIANGULAR SLAB OF CONCRETE WHICH IS 7 FEET ON
 TU2703'EACH SIDE.  THE STATION ROCK IS ABOUT FLUSH WITH THE TOP OF THE
 TU2703'HILL AND THE CONCRETE PLATFORM PROJECTS ABOUT 1 FOOT.
 TU2703'
 TU2703'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU AIEA
 TU2703'1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1
 TU2703'INCH AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2703
 TU2703                          STATION RECOVERY (1961)
 TU2703
 TU2703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2703'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  A
 TU2703'NAIL WAS DRIVEN INTO THE CENTER OF THE DRILL-HOLE.
 TU2703'
 TU2703'FIRST-ORDER ASTRONOMIC OBSERVATIONS WERE PERFORMED AT THIS
 TU2703'STATION IN ADVANCE OF FUTURE HIRAN MEASUREMENTS.  THE ORIGINAL
 TU2703'TO REACH IS ADEQUATE.
 TU2703'
 TU2703'AN AZIMUTH MARK WAS ESTABLISHED ABOUT 500 FEET NORTH OF THE GATE
 TU2703'AT THE HIGHWAY, ALONG THE FENCELINE IN AN OUTCROP OF BEDROCK.  THIS
 TU2703'MARK IS ABOUT 80 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 124.  IT
 TU2703'IS A STANDARD C AND GS AZIMUTH MARK DISK UNSTAMPED.
 TU2703
 TU2703                          STATION RECOVERY (1967)
 TU2703
 TU2703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2703'STATION, AZIMUTH MARK AND R.M. 1 WERE RECOVERED.  STATION WAS
 TU2703'RE-MARKED WITH A STANDARD STATION DISK, AND A NEW REFERENCE MARK,
 TU2703'NUMBER TWO, WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2703'
 TU2703'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF KAMUELA, 8 MILES
 TU2703'SOUTH-SOUTHEAST OF HAWI, AND 1 MILE WEST OF THE KAHUA RANCH
 TU2703'HEADQUARTERS, ON THE WEST RIM OF PUU AIEA, AN OLD CRATER OF ABOUT
 TU2703'3052 FEET ELEVATION.
 TU2703'
 TU2703'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO WEST ON
 TU2703'STATE HIGHWAY 25 FOR 2.1 MILES.  TAKE RIGHT FORK, CONTINUING ON
 TU2703'HIGHWAY 25, AND GO 9.3 MILES TO THE KAHUA RANCH DRIVEWAY ON
 TU2703'RIGHT.  CONTINUE AHEAD FOR 0.6 MILE TO GATE ON LEFT.  PASS THROUGH
 TU2703'GATE AND GO RIGHT, ALONG FENCE, FOR 0.1 MILE TO AZIMUTH MARK IN
 TU2703'FENCE LINE ON RIGHT.  GO LEFT, WESTERLY ON TRACK ROAD FOR 0.2
 TU2703'MILE TO LONE POST AT BASE OF HILL.  CONTINUE WESTERLY, ON TRACK
 TU2703'ROAD UP ONTO SOUTH RIM OF CRATER, AND GO 0.45 MILE TO STATION.
 TU2703'
 TU2703'STATION MARK IS A STANDARD DISK STAMPED PUU AIEA HTS 1948 1967,
 TU2703'SET IN CEMENT IN DRILL HOLE IN ROCK IN A 6-INCH-DIAMETER RECESS
 TU2703'IN THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM 7 FEET ON EACH
 TU2703'SIDE AND PROJECTING 8 INCHES ABOVE GROUND.
 TU2703'
 TU2703'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU AIEA 1
 TU2703'1948, CEMENTED IN A DRILL HOLE IN AN 8-INCH ROCK OUTCROP PROJECTING
 TU2703'2 INCHES ABOVE GROUND.  IT IS 10 INCHES LOWER THAN STATION MARK.
 TU2703'
 TU2703'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU AIEA HTS
 TU2703'1948 NO 2 1967, SET IN THE TOP OF A CONCRETE-FILLED, 3-INCH IRON
 TU2703'PIPE THAT IS SET IN CONCRETE AND PROJECTS 2 INCHES ABOVE
 TU2703'GROUND.  IT IS 2 FEET LOWER THAN STATION MARK.
 TU2703'
 TU2703'AZIMUTH MARK IS A STANDARD DISK STAMPED PUU AIEA HTS 1948 1961,
 TU2703'CEMENTED IN A DRILL HOLE IN THE TOP OF A SLOPING BEDROCK OUTCROP
 TU2703'THAT PROJECTS 2 FEET ABOVE GROUND.  IT IS 93 FEET EAST FROM POWER
 TU2703'POLE 124, 39 FEET SOUTHWEST OF CENTER LINE OF STATE HIGHWAY 25,
 TU2703'50 FEET NORTHWEST OF HIGHWAY CULVERT 9-92, 8 INCHES SOUTHWEST OF
 TU2703'THE FENCE, AND A FEW INCHES LOWER THAN BOTTOM WIRE OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3379 ***********************************************************************
 TU3379  DESIGNATION -  PUU ANOANO
 TU3379  PID         -  TU3379
 TU3379  STATE/COUNTY-  HI/MAUI
 TU3379  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3379
 TU3379                         *CURRENT SURVEY CONTROL
 TU3379  ___________________________________________________________________
 TU3379* NAD 83(1993)-  21 09 56.32694(N)    157 01 30.23949(W)     ADJUSTED  
 TU3379* LOCAL TIDAL -       411.     (meters)    1348.     (feet)  SCALED    
 TU3379  ___________________________________________________________________
 TU3379  EPOCH DATE  -        1993.62
 TU3379  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 TU3379  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU3379
 TU3379  HORZ ORDER  -  THIRD
 TU3379
 TU3379.The horizontal coordinates were established by classical geodetic methods
 TU3379.and adjusted by the National Geodetic Survey in December 1998..
 TU3379.The horizontal coordinates are valid at the epoch date displayed above.
 TU3379.The epoch date for horizontal control is a decimal equivalence
 TU3379.of Year/Month/Day.
 TU3379
 TU3379.The orthometric height was scaled from a topographic map.
 TU3379
 TU3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3379
 TU3379.The geoid height was determined by GEOID03.
 TU3379
 TU3379;                    North         East     Units Scale Factor Converg.
 TU3379;SPC HI 2     -    92,187.503   462,779.350   MT  0.99998378   -0 07 45.9
 TU3379;UTM  04      - 2,341,756.724   705,055.407   MT  1.00011963   +0 42 48.0
 TU3379
 TU3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3379!SPC HI 2     -   0.99993297  x   0.99998378  =   0.99991676
 TU3379!UTM  04      -   0.99993297  x   1.00011963  =   1.00005260
 TU3379
 TU3379:                Primary Azimuth Mark                     Grid Az
 TU3379:SPC HI 2     -  MIDDLE HILL                              237 35 03.7
 TU3379:UTM  04      -  MIDDLE HILL                              236 44 29.8
 TU3379
 TU3379|---------------------------------------------------------------------|
 TU3379| PID    Reference Object                     Distance      Geod. Az  |
 TU3379|                                                           dddmmss.s |
 TU3379| TU3385 MIDDLE HILL                         APPROX. 3.2 KM 2372717.8 |
 TU3379|---------------------------------------------------------------------|
 TU3379
 TU3379                          SUPERSEDED SURVEY CONTROL
 TU3379
 TU3379  NAD 83(1986)-  21 09 56.28417(N)    157 01 30.18852(W) AD(       ) 3
 TU3379  OLD HI      -  21 10 07.74000(N)    157 01 40.26000(W) AD(       ) 3
 TU3379
 TU3379.Superseded values are not recommended for survey control.
 TU3379.NGS no longer adjusts projects to the OLD HI datum.
 TU3379.See file dsdata.txt to determine how the superseded data were derived.
 TU3379
 TU3379_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0505541757(NAD 83)
 TU3379
 TU3379  HISTORY     - Date     Condition        Report By
 TU3379  HISTORY     - UNK      MONUMENTED
 TU3379  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3379
 TU3379                          STATION DESCRIPTION
 TU3379
 TU3379'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3379'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3379'AND THE AREA VISITED.  A 2 INCH IRON PIPE, PROJECTING ABOUT 12
 TU3379'INCHES, AND IN A LEANING POSITION WAS FOUND IN THE APPROXIMATE
 TU3379'LOCATION OF THE STATION.
 TU3379'
 TU3379'STATION IS LOCATED ON A PROMINENT GRASS COVERED HILL, ABOUT 1.3
 TU3379'MILES EAST-NORTHEAST OF KALAE, ABOUT 1.2 MILES NORTHWEST OF
 TU3379'KUALAPUU, AND ABOUT 1.2 MILES SOUTH OF THE COAST.
 TU3379'
 TU3379'TO REACH THE STATION FROM THE POST OFFICE IN KAULAPUU, GO 0.7
 TU3379'MILE WEST ON STATE ROUTE 48 TO ROAD ON RIGHT, TURN RIGHT AND
 TU3379'TAKE RIGHT FORK IN ROAD, GO ABOUT 0.9 MILE NORTHERLY TO A GATE
 TU3379'AT THE END OF CULTIVATED PINEAPPLE FIELD, TURN RIGHT AND FOLLOW
 TU3379'ROAD AROUND EDGE OF PINEAPPLE FIELD 1.0 MILE TO PROMINENT HILL
 TU3379'ON LEFT AND END OF TRUCK TRAVEL.  FROM HERE PACK ABOUT 0.1 MILE
 TU3379'TO HIGHEST PART OF HILL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3448 ***********************************************************************
 TU3448  DESIGNATION -  PUU APALU TANK
 TU3448  PID         -  TU3448
 TU3448  STATE/COUNTY-  HI/MAUI
 TU3448  USGS QUAD   -  ILIO POINT (1993)
 TU3448
 TU3448                         *CURRENT SURVEY CONTROL
 TU3448  ___________________________________________________________________
 TU3448* NAD 83(1993)-  21 10 36.08526(N)    157 13 48.27215(W)     ADJUSTED  
 TU3448* LOCAL TIDAL -                                                        
 TU3448  ___________________________________________________________________
 TU3448  EPOCH DATE  -        1993.62
 TU3448  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 TU3448  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU3448
 TU3448  HORZ ORDER  -  THIRD
 TU3448
 TU3448.The horizontal coordinates were established by classical geodetic methods
 TU3448.and adjusted by the National Geodetic Survey in December 1998..
 TU3448.The horizontal coordinates are valid at the epoch date displayed above.
 TU3448.The epoch date for horizontal control is a decimal equivalence
 TU3448.of Year/Month/Day.
 TU3448
 TU3448
 TU3448.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3448
 TU3448.The geoid height was determined by GEOID03.
 TU3448
 TU3448;                    North         East     Units Scale Factor Converg.
 TU3448;SPC HI 2     -    93,472.129   441,492.611   MT  1.00000895   -0 12 12.7
 TU3448;UTM  04      - 2,342,728.130   683,750.538   MT  1.00001725   +0 38 22.4
 TU3448
 TU3448                          SUPERSEDED SURVEY CONTROL
 TU3448
 TU3448  NAD 83(1986)-  21 10 36.04385(N)    157 13 48.22726(W) AD(       ) 4
 TU3448  OLD HI      -  21 10 47.49800(N)    157 13 58.36800(W) AD(       ) 3
 TU3448
 TU3448.Superseded values are not recommended for survey control.
 TU3448.NGS no longer adjusts projects to the OLD HI datum.
 TU3448.See file dsdata.txt to determine how the superseded data were derived.
 TU3448
 TU3448_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8375142728(NAD 83)
 TU3448
 TU3448  HISTORY     - Date     Condition        Report By
 TU3448  HISTORY     - 1962     MONUMENTED       CGS
 TU3448
 TU3448                          STATION DESCRIPTION
 TU3448
 TU3448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3448'STATON IS LOCATED ON PUU APALU, ABOUT 3.5 MILES SOUTH-SOUTHEAST
 TU3448'OF THE U.S. COAST GUARD, ILIO POINT, LORAN TRANSMITTING STATION,
 TU3448'ABOUT 3 MILES NORTH-NORTHWEST OF MAUNALOA, AND ABOUT 1.5 MILES
 TU3448'EAST OF THE WEST COAST OF MOLOKAI ISLAND.
 TU3448'
 TU3448'STATION IS THE CENTER OF FINIAL ON A BROWNISH GREY WOODEN WATER
 TU3448'TANK.  TANK IS ABOUT 18 FEET HIGH.
 TU3448'
 TU3448'STATION WAS LOCATED FOR CHARTING AS A LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1902 ***********************************************************************
 TU1902  DESIGNATION -  PUU AUAU
 TU1902  PID         -  TU1902
 TU1902  STATE/COUNTY-  HI/KAUAI
 TU1902  USGS QUAD   -  ANAHOLA (1996)
 TU1902
 TU1902                         *CURRENT SURVEY CONTROL
 TU1902  ___________________________________________________________________
 TU1902* NAD 83(1993)-  22 10 57.82019(N)    159 19 59.31480(W)     ADJUSTED  
 TU1902* LOCAL TIDAL -       100.0    (meters)     328.     (feet)  VERT ANG  
 TU1902  ___________________________________________________________________
 TU1902  EPOCH DATE  -        1993.62
 TU1902  LAPLACE CORR-         -12.22  (seconds)                    DEFLEC99
 TU1902  GEOID HEIGHT-          14.77  (meters)                     GEOID03
 TU1902
 TU1902  HORZ ORDER  -  THIRD
 TU1902
 TU1902.The horizontal coordinates were established by classical geodetic methods
 TU1902.and adjusted by the National Geodetic Survey in December 1998..
 TU1902.The horizontal coordinates are valid at the epoch date displayed above.
 TU1902.The epoch date for horizontal control is a decimal equivalence
 TU1902.of Year/Month/Day.
 TU1902
 TU1902.The orthometric height was determined by vertical angle observations.
 TU1902
 TU1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1902
 TU1902.The geoid height was determined by GEOID03.
 TU1902
 TU1902;                    North         East     Units Scale Factor Converg.
 TU1902;SPC HI 4     -    38,697.660   517,207.697   MT  0.99999366   +0 03 46.8
 TU1902;UTM  04      - 2,453,090.290   465,656.787   MT  0.99961457   -0 07 32.8
 TU1902
 TU1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1902!SPC HI 4     -   0.99998196  x   0.99999366  =   0.99997562
 TU1902!UTM  04      -   0.99998196  x   0.99961457  =   0.99959654
 TU1902
 TU1902                          SUPERSEDED SURVEY CONTROL
 TU1902
 TU1902  NAD 83(1986)-  22 10 57.78157(N)    159 19 59.37209(W) AD(       ) 3
 TU1902  OLD HI      -  22 11 09.14500(N)    159 20 09.46700(W) AD(       ) 3
 TU1902
 TU1902.Superseded values are not recommended for survey control.
 TU1902.NGS no longer adjusts projects to the OLD HI datum.
 TU1902.See file dsdata.txt to determine how the superseded data were derived.
 TU1902
 TU1902_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6565753090(NAD 83)
 TU1902_MARKER: DD = SURVEY DISK
 TU1902_SETTING: 0 = UNSPECIFIED SETTING
 TU1902
 TU1902  HISTORY     - Date     Condition        Report By
 TU1902  HISTORY     - 1962     MONUMENTED       HITS
 TU1902  HISTORY     - 1983     GOOD             USPSQD
 TU1902  HISTORY     - 1988     GOOD             USPSQD
 TU1902
 TU1902                          STATION DESCRIPTION
 TU1902
 TU1902'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1962
 TU1902'STATION IS ON THE TOP OF A LOW ROUNDED HILL, IN A CULTIVATED AREA
 TU1902'WHICH IS A BOUNDARY BETWEEN THE LANDS OF MOLOAA AND PAPAA.  IT
 TU1902'IS ABOUT 3 MI. NW OF ANAHOLA BAY, ABOUT 1 MI. S OF MOLOAA BAY
 TU1902'AND ABOUT 300 FT. E OF STATE HIGHWAY 56.
 TU1902'
 TU1902'STATION MARK IS A HAWAIIAN TERRITORIAL SURVEY DISK CENTERED
 TU1902'UNDER A TYPE B-1 SUPERSTRUCTURE.
 TU1902'
 TU1902'NO REFERENCE MARKS WERE SET.
 TU1902
 TU1902                          STATION RECOVERY (1983)
 TU1902
 TU1902'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1902'(HTS PLAIN DISC) STATION FOUND 300 FEET E. OF OLD HIGHWAY.  TO REACH
 TU1902'TURN RT AT PROMINENT PAPAYA FARM FRUIT STAND 3 MI NW OF ANAHULA BAY
 TU1902'AND FOLLOW OLD HIGHWAY TO SECOND ROAD ON RIGHT.  PERMISSION
 TU1902'REQUIRED FROM FARM, MARK IS LOCATED S.W. SIDE OF LARGE PROMINENT
 TU1902'WATER TANK 300 FEET E.
 TU1902
 TU1902                          STATION RECOVERY (1988)
 TU1902
 TU1902'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1905 ***********************************************************************
 TU1905  DESIGNATION -  PUU EHU
 TU1905  PID         -  TU1905
 TU1905  STATE/COUNTY-  HI/KAUAI
 TU1905  USGS QUAD   -  ANAHOLA (1996)
 TU1905
 TU1905                         *CURRENT SURVEY CONTROL
 TU1905  ___________________________________________________________________
 TU1905* NAD 83(1993)-  22 09 24.25722(N)    159 20 57.58685(W)     ADJUSTED  
 TU1905* LOCAL TIDAL -       593.     (meters)    1946.     (feet)  SCALED    
 TU1905  ___________________________________________________________________
 TU1905  EPOCH DATE  -        1993.62
 TU1905  LAPLACE CORR-         -11.36  (seconds)                    DEFLEC99
 TU1905  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1905
 TU1905  HORZ ORDER  -  THIRD
 TU1905
 TU1905.The horizontal coordinates were established by classical geodetic methods
 TU1905.and adjusted by the National Geodetic Survey in December 1998..
 TU1905.The horizontal coordinates are valid at the epoch date displayed above.
 TU1905.The epoch date for horizontal control is a decimal equivalence
 TU1905.of Year/Month/Day.
 TU1905
 TU1905.The orthometric height was scaled from a topographic map.
 TU1905
 TU1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1905
 TU1905.The geoid height was determined by GEOID03.
 TU1905
 TU1905;                    North         East     Units Scale Factor Converg.
 TU1905;SPC HI 4     -    35,818.028   515,541.243   MT  0.99999298   +0 03 24.6
 TU1905;UTM  04      - 2,450,217.247   463,981.493   MT  0.99961603   -0 07 54.3
 TU1905
 TU1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1905!SPC HI 4     -   0.99990441  x   0.99999298  =   0.99989739
 TU1905!UTM  04      -   0.99990441  x   0.99961603  =   0.99952047
 TU1905
 TU1905:                Primary Azimuth Mark                     Grid Az
 TU1905:SPC HI 4     -  DAN                                      057 33 05.4
 TU1905:UTM  04      -  DAN                                      057 44 24.3
 TU1905
 TU1905|---------------------------------------------------------------------|
 TU1905| PID    Reference Object                     Distance      Geod. Az  |
 TU1905|                                                           dddmmss.s |
 TU1905| TU1894 DAN                                 APPROX. 4.5 KM 0573630.0 |
 TU1905| TU1892 PAP                                 APPROX. 4.2 KM 0672031.7 |
 TU1905| TU1891 EAT                                 APPROX. 4.1 KM 0781623.8 |
 TU1905| TU1898 PROMINENT PEAK PROM                 APPROX. 2.0 KM 0800137.8 |
 TU1905| TU1909 KAHALA LIGHT MAST                   APPROX. 5.7 KM 1011314.9 |
 TU1905| TU1910 SPALD                               APPROX. 7.0 KM 1253736.8 |
 TU1905| CJ8979 PUU EHU RM 2                          1.017 METERS 12603     |
 TU1905| TU1911 LIK                                 APPROX. 7.6 KM 1340837.7 |
 TU1905| TU1916 KEALIA GRAY CHIMNEY                 APPROX. 7.7 KM 1454921.0 |
 TU1905| TU1917 KEALIA BLACK CHIMNEY                APPROX. 7.7 KM 1455914.6 |
 TU1905| TU1914 GAS                                 APPROX. 8.7 KM 1482337.8 |
 TU1905| TU1919 KEALIA CHURCH SPIRE                 APPROX. 8.4 KM 1491229.1 |
 TU1905| TU1918 KEALIA CATHOLIC CHURCH SPIRE        APPROX. 8.4 KM 1491455.4 |
 TU1905| TU1923 TANK POST                           APPROX. 8.3 KM 1534139.7 |
 TU1905| TU1922 KAPAA GRAY CHIMNEY                  APPROX. 9.1 KM 1555014.6 |
 TU1905| TU1924 KAPAA DERRICK                       APPROX. 9.5 KM 1580206.1 |
 TU1905| TU1925 KAP                                 APPROX. 9.9 KM 1603214.7 |
 TU1905| TU1928 KAPAA CHURCH SPIRE                  APPROX. 9.6 KM 1610233.6 |
 TU1905| TU1926 HEN                                 APPROX.10.7 KM 1622541.6 |
 TU1905| TU1931 WAIPOULI FLAGSTAFF                  APPROX.11.6 KM 1665948.3 |
 TU1905| TU1932 WAIPOULI WINDMILL                   APPROX.11.4 KM 1671344.7 |
 TU1905| TU1937 DIN                                 APPROX.13.3 KM 1740509.5 |
 TU1905| CJ8978 PUU EHU RM 1                          1.873 METERS 17654     |
 TU1905| CJ8980 PUU EHU RM 3                          1.700 METERS 19808     |
 TU1905| TU1962 CRES                                APPROX.13.2 KM 3051156.4 |
 TU1905| TU1955 CANE                                APPROX. 9.5 KM 3223227.4 |
 TU1905| TU1951 KILAUEA LANDING STACK               APPROX. 8.2 KM 3351101.3 |
 TU1905|---------------------------------------------------------------------|
 TU1905
 TU1905                          SUPERSEDED SURVEY CONTROL
 TU1905
 TU1905  NAD 83(1986)-  22 09 24.21811(N)    159 20 57.64668(W) AD(       ) 3
 TU1905  OLD HI      -  22 09 35.57600(N)    159 21 07.73100(W) AD(       ) 3
 TU1905
 TU1905.Superseded values are not recommended for survey control.
 TU1905.NGS no longer adjusts projects to the OLD HI datum.
 TU1905.See file dsdata.txt to determine how the superseded data were derived.
 TU1905
 TU1905_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6398150217(NAD 83)
 TU1905
 TU1905  HISTORY     - Date     Condition        Report By
 TU1905  HISTORY     - 1910     MONUMENTED       CGS
 TU1905  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1905  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1905
 TU1905                          STATION DESCRIPTION
 TU1905
 TU1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1905'IN THE NORTHEASTERN PART OF KAUAI, ABOUT 3 MILES WEST-NORTHWEST
 TU1905'OF ANAHOLA, AND ALMOST AT THE SUMMIT OF THE HIGHEST PEAK OF THE
 TU1905'ANAHOLA MOUNTAIN.  THE STATION IS ON A LITTLE KNOB WHICH FROM
 TU1905'THE VALLEY TO THE SOUTH SEEMS TO BE THE SUMMIT, BUT THE REAL
 TU1905'SUMMIT IS ABOUT 100 FEET TO THE NORTHWEST AND 25 FEET
 TU1905'HIGHER.  APPROACHED BY A TRAIL LEADING DIRECTLY UP THE SIDE OF
 TU1905'THE MOUNTAIN FROM A HOU TREE ON THE ANAHOLA RIVER JUST SOUTH OF
 TU1905'THE STATION.  MARKED BY A STANDARD UNITED STATES GEOLOGICAL
 TU1905'SURVEY TABLET SET IN CEMENT.  IN 1927 REFERENCE MARKS NOS. 1
 TU1905'AND 3 OF 1910 WERE RECOVERED.  THEY ARE AS FOLLOWS--NO. 1,
 TU1905'BOTTLE SET IN GROUND WITH NECK PROJECTING AND PROTECTED BY THREE
 TU1905'GUARD STAKES.  IT IS UNDER A LEANING TREE STUMP, AND IS
 TU1905'21.6 FEET FROM STATION IN AZIMUTH 200 DEG 58 MIN.  NO. 3 IS A
 TU1905'BOTTLE SET IN SLOPE ABOUT 5 FEET BELOW STATION AND
 TU1905'PROTECTED BY THREE GUARD STAKES.  NECK PROJECTS 2 INCHES.
 TU1905'IT IS 12.4 FEET FROM STATION IN AZIMUTH 60 DEG 24 MIN.  IN 1927
 TU1905'STANDARD REFERENCE DISKS WERE SET IN ROCK OUTCROP AT THE
 TU1905'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION.--NO. 1
 TU1905'1.873 METERS (6.15 FEET ), 356 DEG 54 MIN.  NO. 2 1.017
 TU1905'METERS (3.34 FEET), 306 DEG 03 MIN.  NO. 3, 1.701 METERS (5.58
 TU1905'FEET ), 18 DEG 08 MIN.
 TU1905
 TU1905                          STATION RECOVERY (1965)
 TU1905
 TU1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1905'STATION MARK AND REFERENCE MARK NUMBER 3 WERE RECOVERED IN GOOD
 TU1905'CONDITION, HOWEVER THE PUBLISHED AZIMUTH FOR THE REFERENCE MARK
 TU1905'WAS 180 DEGREES OFF.  REFERENCE MARKS NUMBER 1 AND 2 WERE NOT
 TU1905'FOUND AND ARE BELIEVED DESTROYED.  THE 1910 REFERENCE MARK NUMBER
 TU1905'3 , CONSISTING OF A BOTTLE SET IN GROUND, WAS ALSO RECOVERED.  A
 TU1905'COMPLETE DESCRIPTION FOLLOWS--
 TU1905'
 TU1905'STATION IS LOCATED 2-1/2 MILES WEST-NORTHWEST OF ANAHOLA, ON
 TU1905'A KNOLL THAT IS ABOUT 100 FEET SOUTHWEST OF THE KNOB WHICH IS
 TU1905'THE HIGHEST POINT OF THE ANAHOLA MOUNTAINS AND IS ABOUT 25 FEET
 TU1905'HIGHER THAN STATION.
 TU1905'
 TU1905'TO REACH STATION FROM THE POST OFFICE IN KEALIA, GO NORTH ON
 TU1905'OLD ROAD FOR 0.5 MILE.  TAKE LEFT FORK AND GO 2.0 MILES TO
 TU1905'CROSSROAD AT SPALDING MEMORIAL.  CONTINUE AHEAD FOR 2.3 MILES
 TU1905'TO FORK.  TAKE RIGHT FORK AND GO 0.75 MILE TO FORK.  TAKE RIGHT
 TU1905'FORK AND GO 0.55 MILE TO FORK.  TAKE LEFT FORK AND GO 0.6 MILE TO
 TU1905'START OF TRAIL ON RIGHT.  PACK DOWN TRAIL TO ANAHOLA RIVER, THEN
 TU1905'FOLLOW DOWNRIVER ABOUT 1/4-MILE TO START OF TRAIL UP BANK ACROSS
 TU1905'STREAM.  FOLLOW UP THIS TRAIL TO MAIN DIVIDE, THEN LEFT
 TU1905'ALONG DIVIDE ABOUT 1/2-MILE TO STATION.  NOTE--THE LAST PART OF THE
 TU1905'TRAIL, UP THE STEEP, FERN-COVERED RIDGE AND ALONG BRUSHY MAIN
 TU1905'DIVIDE IS NOT USED AND MUST BE CLEARED.  A 4-HOUR PACK AFTER
 TU1905'TRAIL IS CLEARED.  CLEARING WOULD BE REQUIRED AT
 TU1905'STATION BEFORE A HELICOPTER COULD LAND.
 TU1905'
 TU1905'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK SET IN CONCRETE
 TU1905'FLUSH WITH GROUND.  IN 1930 THE HAWAII TERRITORIAL SURVEY PUT A
 TU1905'12-INCH-SQUARE CONCRETE EXTENSION, 3 INCHES THICK WITH A
 TU1905'2-1/2-INCH-DIAMETER PIPE IN THE MIDDLE CENTERED OVER THE MARK, TO
 TU1905'SUPPORT A METAL TARGET.  NO STAMPING COULD BE SEEN ON THE DISK.
 TU1905'
 TU1905'REFERENCE MARK NUMBER THREE, 1927, IS A STANDARD DISK, STAMPED
 TU1905'PUU EHU 3 1927 CEMENTED IN A DRILL HOLE IN ROCK 2 INCHES BELOW
 TU1905'GROUND LEVEL.  IT IS 1.697 M, (5.568 FT.) FROM STATION IN
 TU1905'AZIMUTH 198 DEG.
 TU1905'
 TU1905'REFERENCE MARK NUMBER THREE, 1910 IS A GREEN BOTTLE BURIED IN
 TU1905'THE GROUND WITH 2 INCHES OF THE NECK PROJECTING.  IS IS 3.672 M,
 TU1905'(12.048 FT) FROM STATION IN AZIMUTH 60 DEG 24 MIN, AND IS ABOUT
 TU1905'4 FEET LOWER THAN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2434 ***********************************************************************
 TU2434  DESIGNATION -  PUU ENUHE 1894
 TU2434  PID         -  TU2434
 TU2434  STATE/COUNTY-  HI/HAWAII
 TU2434  USGS QUAD   -  PUNALUU (1982)
 TU2434
 TU2434                         *CURRENT SURVEY CONTROL
 TU2434  ___________________________________________________________________
 TU2434* NAD 83(1993)-  19 10 34.68789(N)    155 32 11.91894(W)     ADJUSTED  
 TU2434* LOCAL TIDAL -       711.     (meters)    2333.     (feet)  SCALED    
 TU2434  ___________________________________________________________________
 TU2434  EPOCH DATE  -        1993.62
 TU2434  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 TU2434  GEOID HEIGHT-          20.80  (meters)                     GEOID03
 TU2434
 TU2434  HORZ ORDER  -  THIRD
 TU2434
 TU2434.The horizontal coordinates were established by classical geodetic methods
 TU2434.and adjusted by the National Geodetic Survey in December 1998..
 TU2434.The horizontal coordinates are valid at the epoch date displayed above.
 TU2434.The epoch date for horizontal control is a decimal equivalence
 TU2434.of Year/Month/Day.
 TU2434
 TU2434.The orthometric height was scaled from a topographic map.
 TU2434
 TU2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2434
 TU2434.The geoid height was determined by GEOID03.
 TU2434
 TU2434;                    North         East     Units Scale Factor Converg.
 TU2434;SPC HI 1     -    37,963.093   496,145.874   MT  0.99996685   -0 00 43.3
 TU2434;UTM  05      - 2,122,275.724   233,232.101   MT  1.00047979   -0 50 01.4
 TU2434
 TU2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2434!SPC HI 1     -   0.99988497  x   0.99996685  =   0.99985183
 TU2434!UTM  05      -   0.99988497  x   1.00047979  =   1.00036471
 TU2434
 TU2434:                Primary Azimuth Mark                     Grid Az
 TU2434:SPC HI 1     -  PAHALA HAWAIIAN AG CO STACK              069 55 46.4
 TU2434:UTM  05      -  PAHALA HAWAIIAN AG CO STACK              070 45 04.5
 TU2434
 TU2434|---------------------------------------------------------------------|
 TU2434| PID    Reference Object                     Distance      Geod. Az  |
 TU2434|                                                           dddmmss.s |
 TU2434| TU2365 PAHALA HAWAIIAN AG CO STACK         APPROX. 6.7 KM 0695503.1 |
 TU2434| TU2357 KEAIWA CAIRN                        APPROX.14.5 KM 0844022.2 |
 TU2434| TU2362 KAMEHAME                            APPROX. 8.2 KM 1150754.0 |
 TU2434| TU2441 HONUAPO CHURCH                      APPROX.10.0 KM 1885845.6 |
 TU2434|---------------------------------------------------------------------|
 TU2434
 TU2434                          SUPERSEDED SURVEY CONTROL
 TU2434
 TU2434  NAD 83(1986)-  19 10 34.67310(N)    155 32 11.96671(W) AD(       ) 3
 TU2434  OLD HI      -  19 10 45.51000(N)    155 32 21.98800(W) AD(       ) 3
 TU2434
 TU2434.Superseded values are not recommended for survey control.
 TU2434.NGS no longer adjusts projects to the OLD HI datum.
 TU2434.See file dsdata.txt to determine how the superseded data were derived.
 TU2434
 TU2434_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB3323222276(NAD 83)
 TU2434
 TU2434  HISTORY     - Date     Condition        Report By
 TU2434  HISTORY     - 1894     MONUMENTED       CGS
 TU2434  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2434  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2434  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2434
 TU2434                          STATION DESCRIPTION
 TU2434
 TU2434'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2434'IN THE SOUTHERN PART OF HAWAII, IN SOUTHERN KA-U, ON THE SUMMIT OF
 TU2434'PUU ENUHE, A HILL NORTHWEST OF PUNALUU LANDING.  STATION IS NOT ON
 TU2434'HIGHEST POINT OF HILL, BUT ABOUT 10 FEET BELOW IT AND 114 METERS
 TU2434'N. 60 DEG E. FROM A SMALL BUSHY TREE WHICH IS ALMOST AT THE
 TU2434'HIGHEST PART.  THIS HILL IS ROUGHLY A TRUNCATED PYRAMID, ITS FLAT
 TU2434'TOP SLOPING TOWARD THE SEA, AND THE POSITION OF THE STATION MAY
 TU2434'BE APPROXIMATED, FROM A DISTANCE, AS FOLLOWS--AS SEEN FROM
 TU2434'PUNALUU ITS POSITION IS ONE-FOURTH THE DISTANCE ALONG ITS FLAT
 TU2434'TOP FROM ITS WEST END.  FROM HONUAPO THE SMALL LONE TREE ON
 TU2434'ITS SUMMIT RESEMBLES A CAIRN, AND THE STATION APPEARS ABOUT
 TU2434'100 METERS EAST FROM IT ALONG THE SKYLINE.  PALAHA MILL STACK
 TU2434'IS SEEN OVER THE EDGE OF THE HILL, ACROSS A GULLY, ABOVE THE
 TU2434'GROUND, AND TO THE LEFT OF THE SUMMIT, ON A BEARING N. 57 DEG E.
 TU2434'PUNALUU WAREHOUSE BEARS S. 50 DEG E.  MARKED BY A STANDARD
 TU2434'BRONZE DISK STATION MARK SET IN CENTER OF ORIGINAL MARK, A
 TU2434'TRIANGLE CUT IN A LONG STONE SET IN THE GROUND, SURROUNDED BY
 TU2434'THREE SIMILAR UNMARKED STONES FOR INSTRUMENT TRIPOD
 TU2434'SUPPORTS.  SPOT IS FURTHER MARKED BY A PILE OF DECAYED TREE
 TU2434'FERN LOGS.
 TU2434
 TU2434                          STATION RECOVERY (1938)
 TU2434
 TU2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2434'LOCATION OF STATION--ON A FLAT-TOPPED, TRIANGULAR HILL, THE TOP
 TU2434'OF WHICH SLOPES TOWARD THE SEA.  THIS HILL IS LOCATED ABOUT 2-1/2
 TU2434'MILES ABOVE PUNALUU.  IT IS BEST REACHED BY TAKING THE PLANTATION
 TU2434'ROAD AT THE PLANTATION STABLES, IN PAHALA.  THE STATION IS
 TU2434'LOCATED NEAR THE UPPER END OF THE FLAT TOP AND IS DIFFICULT TO
 TU2434'REACH DUE TO THE HEAVY GROWTH OF FERN AND BRUSH.
 TU2434'
 TU2434'OLD STATION MARK--U.S.G.S. BRONZE TABLET IN BURIED ROCK WHICH IS
 TU2434'BURIED IN A SMALL MOUND OF DIRT FORMED FROM DECOMPOSED FERN STUMPS.
 TU2434'
 TU2434'NEW STATION MARK--TWO U-SHAPED STEEL BRACKETS, BOLTED TOGETHER TO
 TU2434'FORM A FOUR-LEGGED STAND, DRIVEN IN THE GROUND OVER THE BRONZE
 TU2434'TABLET.  A 20-FOOT 1-1/2 IN PIPE WITH METAL TARGET SET OVER THE
 TU2434'BOLT UNITING THE TWO BRACKETS AND GUYED WITH HEAVY GALVANIZED WIRE
 TU2434'TO THREE STEEL PLATES AND EYE-BOLT ANCHORS FORM THE SIGNAL.
 TU2434
 TU2434                          STATION RECOVERY (1967)
 TU2434
 TU2434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2434'STATION MARK WAS RECOVERED IN GOOD CONDITION, ALTHOUGH THE PIPE
 TU2434'TARGET CONSTRUCTED BY THE HAWAII TERRITORIAL SURVEY IS NOW RUSTED
 TU2434'AND FALLEN OVER.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2434'
 TU2434'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF PAHALA AND 8-1/2
 TU2434'MILES NORTH-NORTHEAST OF NAALEHU, AT 2336 FEET ELEVATION, ON A
 TU2434'PROMINENT, TIMBERED, STEEP-SIDED HILL, OR BUTTE, THAT SETS IN THE
 TU2434'CANEFIELDS, AND HAS A RATHER FLAT TOP WHICH SLOPES TOWARDS THE
 TU2434'SEA.
 TU2434'
 TU2434'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTHWEST ON
 TU2434'PIKAKE ST. FOR 0.15 MILE TO CROSSROAD.  TURN RIGHT ON HUAPALA
 TU2434'ST. AND GO 0.5 MILE TO CROSSROAD.  KEEP AHEAD AND GO UPGRADE
 TU2434'FOR 0.35 MILES.  TAKE LEFT FORK AND FOLLOW WIDE MACADAM CANE ROAD
 TU2434'FOR 2.6 MILES TO FORK JUST PAST OLD HOUSES.  TAKE LEFT FORK AND
 TU2434'GO 0.6 MILE TO CROSSROAD.  KEEP AHEAD ON MAIN ROAD FOR 0.75 MILE
 TU2434'TO CROSSROAD.  TURN RIGHT AND GO 0.6 MILE.  TAKE SIDE ROAD RIGHT
 TU2434'AND GO 0.05 MILE TO T-JUNCTION.  TURN LEFT AND GO DOWNGRADE FOR 0.2
 TU2434'MILE TO CROSSROAD.  TURN RIGHT, ALONG DRAINAGE, AND GO 0.05 MILE
 TU2434'TO END OF TRUCK TRAVEL AT DIM CROSSROAD.  WALK RIGHT, WEST, ON
 TU2434'TRAIL BETWEEN BASE OF HILL AND CANEFIELD FOR ABOUT 350 YARDS
 TU2434'TO POINT ABOUT BELOW STATION, THEN CLIMB UP VERY STEEP AND
 TU2434'SLIPPERY HILLSIDE ABOUT 150 YARDS TO STATION.
 TU2434'
 TU2434'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2434'HOLE IN A FLAT BOULDER FLUSH WITH GROUND.  IT IS LOCATED IN AN OPEN
 TU2434'AREA, ON A SLIGHTLY ROUNDED POINT COVERED WITH GRASS AND FERNS,
 TU2434'ABOUT 100 YARDS EAST FROM HIGHEST POINT OF HILL, 45 FEET SOUTH OF
 TU2434'A 10-INCH OHIA TREE WITH A TRIANGULAR BLAZE AND 40 FEET SOUTHWEST
 TU2434'OF ANOTHER SIMILAR TREE WITH A TRIANGULAR BLAZE.  AN OLD TARGET
 TU2434'SUPPORT, MADE OF 2 STRAP-IRONS 2 INCHES WIDE AND 10 INCHES
 TU2434'LONG, CROSSED AND BOLTED IN THE MIDDLE, AND PROJECTING 3 INCHES
 TU2434'ABOVE GROUND, IS CENTERED OVER THE MARK.
 TU2434'
 TU2434'NOTE--ALL LINES ARE NOW OBSTRUCTED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1958 ***********************************************************************
 TU1958  DESIGNATION -  PUU EU
 TU1958  PID         -  TU1958
 TU1958  STATE/COUNTY-  HI/KAUAI
 TU1958  USGS QUAD   -  ANAHOLA (1996)
 TU1958
 TU1958                         *CURRENT SURVEY CONTROL
 TU1958  ___________________________________________________________________
 TU1958* NAD 83(1993)-  22 07 51.14253(N)    159 24 35.28652(W)     ADJUSTED  
 TU1958* LOCAL TIDAL -                                                        
 TU1958  ___________________________________________________________________
 TU1958  EPOCH DATE  -        1993.62
 TU1958  LAPLACE CORR-          -8.82  (seconds)                    DEFLEC99
 TU1958  GEOID HEIGHT-          16.32  (meters)                     GEOID03
 TU1958
 TU1958  HORZ ORDER  -  THIRD
 TU1958
 TU1958.The horizontal coordinates were established by classical geodetic methods
 TU1958.and adjusted by the National Geodetic Survey in December 1998..
 TU1958.The horizontal coordinates are valid at the epoch date displayed above.
 TU1958.The epoch date for horizontal control is a decimal equivalence
 TU1958.of Year/Month/Day.
 TU1958
 TU1958
 TU1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1958
 TU1958.The geoid height was determined by GEOID03.
 TU1958
 TU1958;                    North         East     Units Scale Factor Converg.
 TU1958;SPC HI 4     -    32,948.999   509,305.398   MT  0.99999107   +0 02 02.3
 TU1958;UTM  04      - 2,447,369.808   457,738.573   MT  0.99962207   -0 09 15.8
 TU1958
 TU1958                          SUPERSEDED SURVEY CONTROL
 TU1958
 TU1958  NAD 83(1986)-  22 07 51.10660(N)    159 24 35.33899(W) AD(       ) 4
 TU1958  OLD HI      -  22 08 02.46000(N)    159 24 45.42000(W) AD(       ) 3
 TU1958
 TU1958.Superseded values are not recommended for survey control.
 TU1958.NGS no longer adjusts projects to the OLD HI datum.
 TU1958.See file dsdata.txt to determine how the superseded data were derived.
 TU1958
 TU1958_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5773947370(NAD 83)
 TU1958_MARKER: 03 = MOUNTAIN PEAK
 TU1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1958+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 TU1958
 TU1958  HISTORY     - Date     Condition        Report By
 TU1958  HISTORY     - UNK      FIRST OBSERVED
 TU1958  HISTORY     - 1966     GOOD             CGS
 TU1958  HISTORY     - 1983     GOOD             USPSQD
 TU1958  HISTORY     - 1988     GOOD             USPSQD
 TU1958  HISTORY     - 19910625 GOOD             USPSQD
 TU1958  HISTORY     - 19970106 GOOD             USPSQD
 TU1958  HISTORY     - 19970611 GOOD             USPSQD
 TU1958  HISTORY     - 19980811 GOOD             USPSQD
 TU1958  HISTORY     - 20050926 GOOD             USPSQD
 TU1958
 TU1958                          STATION DESCRIPTION
 TU1958
 TU1958'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1958'STATION IS SMALL CONICAL PEAK ON EASTERNMOST PART OF CURVING,
 TU1958'NORTH-SOUTH RIDGE BETWEEN HANALEI AND KAWAIHAU DISTRICTS,
 TU1958'ELEVATION IS 2750 FEET.  LOCATED ABOUT 5-1/2 MILES DUE SOUTH OF
 TU1958'KILAUEA AND 2-1/2 MILES WEST OF KANEHA RESERVOIR.
 TU1958
 TU1958                          STATION RECOVERY (1983)
 TU1958
 TU1958'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1958'STA. RECOVERED AS DESCRIBED BY DMW 1966.
 TU1958
 TU1958                          STATION RECOVERY (1988)
 TU1958
 TU1958'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1958'RECOVERED IN GOOD CONDITION.
 TU1958
 TU1958                          STATION RECOVERY (1991)
 TU1958
 TU1958'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1958'RECOVERED IN GOOD CONDITION.
 TU1958
 TU1958                          STATION RECOVERY (1997)
 TU1958
 TU1958'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1958'RECOVERED IN GOOD CONDITION.
 TU1958
 TU1958                          STATION RECOVERY (1997)
 TU1958
 TU1958'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1958'RECOVERED IN GOOD CONDITION.
 TU1958
 TU1958                          STATION RECOVERY (1998)
 TU1958
 TU1958'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1958'RECOVERED IN GOOD CONDITION.
 TU1958
 TU1958                          STATION RECOVERY (2005)
 TU1958
 TU1958'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU1958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3475 ***********************************************************************
 TU3475  DESIGNATION -  PUU HAKINA
 TU3475  PID         -  TU3475
 TU3475  STATE/COUNTY-  HI/MAUI
 TU3475  USGS QUAD   -  ILIO POINT (1993)
 TU3475
 TU3475                         *CURRENT SURVEY CONTROL
 TU3475  ___________________________________________________________________
 TU3475* NAD 83(1993)-  21 05 43.88804(N)    157 15 09.29176(W)     ADJUSTED  
 TU3475* LOCAL TIDAL -       112.     (meters)     367.     (feet)  SCALED    
 TU3475  ___________________________________________________________________
 TU3475  EPOCH DATE  -        1993.62
 TU3475  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 TU3475  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU3475
 TU3475  HORZ ORDER  -  THIRD
 TU3475
 TU3475.The horizontal coordinates were established by classical geodetic methods
 TU3475.and adjusted by the National Geodetic Survey in December 1998..
 TU3475.The horizontal coordinates are valid at the epoch date displayed above.
 TU3475.The epoch date for horizontal control is a decimal equivalence
 TU3475.of Year/Month/Day.
 TU3475
 TU3475.The orthometric height was scaled from a topographic map.
 TU3475
 TU3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3475
 TU3475.The geoid height was determined by GEOID03.
 TU3475
 TU3475;                    North         East     Units Scale Factor Converg.
 TU3475;SPC HI 2     -    84,493.956   439,122.328   MT  1.00001245   -0 12 39.2
 TU3475;UTM  04      - 2,333,716.099   681,512.371   MT  1.00000716   +0 37 44.8
 TU3475
 TU3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3475!SPC HI 2     -   0.99997992  x   1.00001245  =   0.99999237
 TU3475!UTM  04      -   0.99997992  x   1.00000716  =   0.99998708
 TU3475
 TU3475:                Primary Azimuth Mark                     Grid Az
 TU3475:SPC HI 2     -  PUNAKUA                                  277 15 47.5
 TU3475:UTM  04      -  PUNAKUA                                  276 25 23.5
 TU3475
 TU3475|---------------------------------------------------------------------|
 TU3475| PID    Reference Object                     Distance      Geod. Az  |
 TU3475|                                                           dddmmss.s |
 TU3475| TU3481 PUNAKUA                             APPROX. 2.1 KM 2770308.3 |
 TU3475|---------------------------------------------------------------------|
 TU3475
 TU3475                          SUPERSEDED SURVEY CONTROL
 TU3475
 TU3475  NAD 83(1986)-  21 05 43.84541(N)    157 15 09.24816(W) AD(       ) 3
 TU3475  OLD HI      -  21 05 55.23000(N)    157 15 19.48000(W) AD(       ) 3
 TU3475
 TU3475.Superseded values are not recommended for survey control.
 TU3475.NGS no longer adjusts projects to the OLD HI datum.
 TU3475.See file dsdata.txt to determine how the superseded data were derived.
 TU3475
 TU3475_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8151233716(NAD 83)
 TU3475
 TU3475  HISTORY     - Date     Condition        Report By
 TU3475  HISTORY     - UNK      MONUMENTED
 TU3475  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3475
 TU3475                          STATION DESCRIPTION
 TU3475
 TU3475'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3475'A 1-INCH IRON PIPE WITH A TARGET POLE CENTERED OVER IT WAS
 TU3475'RECOVERED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3475'
 TU3475'STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES SOUTHWEST OF THE
 TU3475'VILLAGE OF MAUNA LOA, 1/2 MILE NORTH OF THE SOUTH SHORE LINE AND
 TU3475'0.6 MILE NORTHWEST OF THE H.C. AND D. COMPANYS SAND LOADING PLANT
 TU3475'AT HALE O LONO POINT, ON WEST SLOPE OF A BRUSHY KNOLL OF ABOUT
 TU3475'325 FEET ELEVATION.
 TU3475'
 TU3475'TO REACH FROM THE POST OFFICE IN MAUNA LOA, GO WEST ON STATE
 TU3475'HIGHWAY 46 FOR 0.25 MILE TO A GRADED SIDE ROAD LEFT, AFTER ROUNDING
 TU3475'A RIGHT TURN IN THE HIGHWAY.  TURN SHARP LEFT AND GO SOUTHWEST
 TU3475'FOR 1.0 MILE TO A T-JUNCTION.  TURN RIGHT AND GO WEST ON WIDE
 TU3475'GRADED ROAD FOR 0.4 MILE TO FORK.  TAKE LEFT FORK, MAIN CINDERED
 TU3475'ROAD, AND GO 0.5 MILE TO FENCE CORNER ON LEFT.  CONTINUE AHEAD
 TU3475'ON MAIN ROAD FOR 0.25 MILE TO A GRAVELED SIDE ROAD LEFT, 0.1
 TU3475'MILE BEFORE REACHING A BLACK WATER TANK.  TURN LEFT AND GO
 TU3475'SOUTHERLY 0.15 MILE TO A FENCE CORNER ON LEFT.  CONTINUE
 TU3475'SOUTHERLY ALONG FENCE LINE FOR 0.6 MILE TO FORK.  TAKE LEFT
 TU3475'FORK, THROUGH GATE, THEN TAKE RIGHT FORK AND GO 0.15 MILE TO
 TU3475'LOCKED GATE.  PASS THROUGH GATE AND GO 0.15 MILE TO FORK.
 TU3475'TAKE RIGHT FORK AND CONTINUE ON MAIN GRAVELED ROAD FOR
 TU3475'0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.4
 TU3475'MILE TO A FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO JUNCTION WITH
 TU3475'WIDE SAND ROAD.  TURN LEFT AND GO DOWNGRADE ON SAND ROAD
 TU3475'FOR 0.15 MILE TO A LEFT CURVE IN ROAD.  HERE LEAVE ROAD AND TURN
 TU3475'BACK SHARP RIGHT DOWN THROUGH TREES AND ACROSS DRAW FOR 0.1 MILE
 TU3475'TO DIM CROSSROAD.  BEAR LEFT AND FOLLOW TRACK ROAD SOUTHWEST
 TU3475'DOWN ALONG CREST OF RIDGE FOR 0.3 MILE TO STATION ON
 TU3475'LEFT.
 TU3475'
 TU3475'STATION IS MARKED BY A 1-INCH IRON PIPE PROJECTING 10 INCHES
 TU3475'ABOVE GROUND AND SURROUNDED BY A CIRCLE OF ROCKS.  IT IS 27 YARDS
 TU3475'SOUTH OF CENTER LINE OF TRACK ROAD AND ABOUT 50 YARDS WEST OF
 TU3475'HIGH POINT OF HILL.
 TU3475'
 TU3475'NO REFERENCE OBJECTS WERE FOUND.
 TU3475'
 TU3475'NOTE--KEY TO LOCKED GATE MAY BE OBTAINED FROM THE MOLOKAI
 TU3475'RANCH OFFICE IN KAUNAKAKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3093 ***********************************************************************
 TU3093  DESIGNATION -  PUU HELE 1912
 TU3093  PID         -  TU3093
 TU3093  STATE/COUNTY-  HI/MAUI
 TU3093  USGS QUAD   -  MAALAEA (1996)
 TU3093
 TU3093                         *CURRENT SURVEY CONTROL
 TU3093  ___________________________________________________________________
 TU3093* NAD 83(1993)-  20 48 44.19440(N)    156 30 19.07623(W)     ADJUSTED  
 TU3093* LOCAL TIDAL -        49.     (meters)     161.     (feet)  SCALED    
 TU3093  ___________________________________________________________________
 TU3093  EPOCH DATE  -        1993.62
 TU3093  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TU3093  GEOID HEIGHT-          16.45  (meters)                     GEOID03
 TU3093
 TU3093  HORZ ORDER  -  THIRD
 TU3093
 TU3093.The horizontal coordinates were established by classical geodetic methods
 TU3093.and adjusted by the National Geodetic Survey in December 1998..
 TU3093.The horizontal coordinates are valid at the epoch date displayed above.
 TU3093.The epoch date for horizontal control is a decimal equivalence
 TU3093.of Year/Month/Day.
 TU3093
 TU3093.The orthometric height was scaled from a topographic map.
 TU3093
 TU3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3093
 TU3093.The geoid height was determined by GEOID03.
 TU3093
 TU3093;                    North         East     Units Scale Factor Converg.
 TU3093;SPC HI 2     -    53,031.136   516,797.811   MT  0.99997015   +0 03 26.4
 TU3093;UTM  04      - 2,303,381.328   759,655.860   MT  1.00043329   +0 53 12.8
 TU3093
 TU3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3093!SPC HI 2     -   0.99998971  x   0.99997015  =   0.99995986
 TU3093!UTM  04      -   0.99998971  x   1.00043329  =   1.00042300
 TU3093
 TU3093                          SUPERSEDED SURVEY CONTROL
 TU3093
 TU3093  NAD 83(1986)-  20 48 44.15852(N)    156 30 19.06181(W) AD(       ) 3
 TU3093  OLD HI      -  20 48 55.62400(N)    156 30 29.24100(W) AD(       ) 3
 TU3093
 TU3093.Superseded values are not recommended for survey control.
 TU3093.NGS no longer adjusts projects to the OLD HI datum.
 TU3093.See file dsdata.txt to determine how the superseded data were derived.
 TU3093
 TU3093_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5965603381(NAD 83)
 TU3093
 TU3093  HISTORY     - Date     Condition        Report By
 TU3093  HISTORY     - 1912     MONUMENTED       HIGS
 TU3093  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3093  HISTORY     - 1943     SEE DESCRIPTION  CGS
 TU3093  HISTORY     - 1944     SEE DESCRIPTION  USE
 TU3093
 TU3093                          STATION DESCRIPTION
 TU3093
 TU3093'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU3093'IN THE SOUTHERN PART OF WAILUKU DISTRICT, ON SUMMIT OF PUU HELE,
 TU3093'NEAR A SMALL CEMETERY, EAST OF THE ROAD FROM WAILUKU TO MAALAEA
 TU3093'LANDING, AND 6,000 FEET NORTH OF MAALAEA BAY.  MARKED BY A
 TU3093'CONCRETE POST.
 TU3093
 TU3093                          STATION RECOVERY (1929)
 TU3093
 TU3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU3093'ON THE SUMMIT OF A HILL OF THE SAME NAME, NEAR A SMALL
 TU3093'CEMETERY.  EAST OF THE ROAD FROM WAILUKU TO MAALAEA LANDING, AND
 TU3093'6000 FEET NORTH OF MAALAEA BAY.
 TU3093'
 TU3093'ORIGINAL MARK--A CONCRETE POST AND TRIPOD SIGNAL.
 TU3093'
 TU3093'MARK FOUND--1/2 INCH HOLE DRILLED IN TOP OF ROCK FLUSH WITH
 TU3093'GROUND.  BURIED 1 FOOT UNDER THIS MARK WAS A BOTTLE IN AN UPRIGHT
 TU3093'POSITION.
 TU3093'
 TU3093'NEW MARK--STANDARD TERRITORY OF HAWAII BRONZE TABLET SET IN
 TU3093'CONCRETE PIER.  OVER WHICH WAS BUILT A TYPE A HAWAII TERRITORY
 TU3093'SURVEY TRIANGULATION STATION MONUMENT.
 TU3093
 TU3093                          STATION RECOVERY (1943)
 TU3093
 TU3093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KM)
 TU3093'ORIGINAL DESCRIPTION ADEQUATE AND STATION IS WELL MARKED.  CONCRETE
 TU3093'AND MASONRY OBSERVING PLATFORM, 30 IN HIGH, HAS BEEN ERECTED
 TU3093'OVER STANDARD DISC MARKER BY THE TERRITORY OF HAWAII, AND TARGET
 TU3093'ERECTED.  THIS STATION IS BEING ENCROACHED UPON BY BORROW PIT
 TU3093'EXCAVATION AND DISTURBED BY BLASTING AND SHOULD HENCEFORTH BE
 TU3093'REGARDED AS UNCERTAIN.  IT WILL PROBABLY BE DESTROYED IN
 TU3093'1943.  BEFORE IT WAS DISTURBED, A NEW STATION, PUU HONA, WAS
 TU3093'ESTABLISHED 4,784.560 FEET DISTANT, AZIMUTH 91 DEG 52 MIN 23.0
 TU3093'SEC, FROM PUU HELE.
 TU3093
 TU3093                          STATION RECOVERY (1944)
 TU3093
 TU3093'RECOVERY NOTE BY US ENGINEERS 1944
 TU3093'LETTER OF W.D. PATTERSON, SUPERVISOR, PACIFIC DISTRICT, HONOLULU,
 TU3093'T.H. DATED AUGUST 18, 1944--
 TU3093'
 TU3093'STATION HAS BEEN DESTROYED BY EXCAVATION OF PUU HELE FOR SURFACING
 TU3093'MATERIAL.  IT IS RECOVERABLE ON AERIAL PHOTOGRAPHS BY RESECTION
 TU3093'FROM VISIBLE CULTURAL FEATURES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3092 ***********************************************************************
 TU3092  DESIGNATION -  PUU HELE 2 1900
 TU3092  PID         -  TU3092
 TU3092  STATE/COUNTY-  HI/MAUI
 TU3092  USGS QUAD   -  MAALAEA (1996)
 TU3092
 TU3092                         *CURRENT SURVEY CONTROL
 TU3092  ___________________________________________________________________
 TU3092* NAD 83(1993)-  20 48 44.17626(N)    156 30 19.08106(W)     ADJUSTED  
 TU3092* LOCAL TIDAL -        50.     (meters)     164.     (feet)  SCALED    
 TU3092  ___________________________________________________________________
 TU3092  EPOCH DATE  -        1993.62
 TU3092  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TU3092  GEOID HEIGHT-          16.45  (meters)                     GEOID03
 TU3092
 TU3092  HORZ ORDER  -  THIRD
 TU3092
 TU3092.The horizontal coordinates were established by classical geodetic methods
 TU3092.and adjusted by the National Geodetic Survey in December 1998..
 TU3092.The horizontal coordinates are valid at the epoch date displayed above.
 TU3092.The epoch date for horizontal control is a decimal equivalence
 TU3092.of Year/Month/Day.
 TU3092
 TU3092.The orthometric height was scaled from a topographic map.
 TU3092
 TU3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3092
 TU3092.The geoid height was determined by GEOID03.
 TU3092
 TU3092;                    North         East     Units Scale Factor Converg.
 TU3092;SPC HI 2     -    53,030.578   516,797.671   MT  0.99997015   +0 03 26.4
 TU3092;UTM  04      - 2,303,380.768   759,655.729   MT  1.00043329   +0 53 12.8
 TU3092
 TU3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3092!SPC HI 2     -   0.99998956  x   0.99997015  =   0.99995971
 TU3092!UTM  04      -   0.99998956  x   1.00043329  =   1.00042284
 TU3092
 TU3092                          SUPERSEDED SURVEY CONTROL
 TU3092
 TU3092  NAD 83(1986)-  20 48 44.14026(N)    156 30 19.06652(W) AD(       ) 3
 TU3092  OLD HI      -  20 48 55.67900(N)    156 30 29.22200(W) AD(       ) 3
 TU3092
 TU3092.Superseded values are not recommended for survey control.
 TU3092.NGS no longer adjusts projects to the OLD HI datum.
 TU3092.See file dsdata.txt to determine how the superseded data were derived.
 TU3092
 TU3092_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5965603381(NAD 83)
 TU3092_MARKER: Z = SEE DESCRIPTION
 TU3092_SETTING: 0 = UNSPECIFIED SETTING
 TU3092
 TU3092  HISTORY     - Date     Condition        Report By
 TU3092  HISTORY     - 1929     MONUMENTED       CGS
 TU3092  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3092  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3092
 TU3092                          STATION DESCRIPTION
 TU3092
 TU3092'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU3092'ON THE SUMMIT OF A HILL OF THE SAME NAME, NEAR A SMALL
 TU3092'CEMETERY.  EAST OF THE ROAD FROM WAILUKU TO MAALAEA LANDING, AND
 TU3092'6000 FEET NORTH OF MAALAEA BAY.
 TU3092'
 TU3092'ORIGINAL MARK--A CONCRETE POST AND TRIPOD SIGNAL.
 TU3092'
 TU3092'MARK FOUND--1/2 INCH HOLE DRILLED IN TOP OF ROCK FLUSH WITH
 TU3092'GROUND.  BURIED 1 FOOT UNDER THIS MARK WAS A BOTTLE IN AN
 TU3092'UPRIGHT POSITION.
 TU3092'
 TU3092'NEW MARK--STANDARD TERRITORY OF HAWAII BRONZE TABLET SET IN
 TU3092'CONCRETE PIER.  OVER WHICH WAS BUILT A TYPE A HAWAII TERRITORY
 TU3092'SURVEY TRIANGULATION STATION MONUMENT.
 TU3092
 TU3092                          STATION RECOVERY (1961)
 TU3092
 TU3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3092'THE STATION WAS NOT FOUND.  THE HILL HAS BEEN LEVELED BY
 TU3092'EXCAVATION, AND IN VIEW OF THE LETTER BY THE SUPERVISOR, PACIFIC
 TU3092'DISTRICT, DATED 18 AUGUST 1944, IT IS RECOMMENDED THAT THE STATION
 TU3092'BE CONSIDERED DESTROYED.
 TU3092
 TU3092                          STATION RECOVERY (1968)
 TU3092
 TU3092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3092'STATION WAS DESTROYED LONG AGO BY EXCAVATION OF A CINDER
 TU3092'QUARRY.  THERE IS NOW A LARGE PIT HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2600 ***********************************************************************
 TU2600  DESIGNATION -  PUU HINAI
 TU2600  PID         -  TU2600
 TU2600  STATE/COUNTY-  HI/HAWAII
 TU2600  USGS QUAD   -  PUU HINAI (1997)
 TU2600
 TU2600                         *CURRENT SURVEY CONTROL
 TU2600  ___________________________________________________________________
 TU2600* NAD 83(1993)-  19 54 06.62683(N)    155 46 40.40597(W)     ADJUSTED  
 TU2600* LOCAL TIDAL -       438.7    (meters)    1439.     (feet)  VERT ANG  
 TU2600  ___________________________________________________________________
 TU2600  EPOCH DATE  -        1993.62
 TU2600  LAPLACE CORR-          11.77  (seconds)                    DEFLEC99
 TU2600  GEOID HEIGHT-          22.45  (meters)                     GEOID03
 TU2600
 TU2600  HORZ ORDER  -  SECOND
 TU2600
 TU2600.The horizontal coordinates were established by classical geodetic methods
 TU2600.and adjusted by the National Geodetic Survey in December 1998..
 TU2600.The horizontal coordinates are valid at the epoch date displayed above.
 TU2600.The epoch date for horizontal control is a decimal equivalence
 TU2600.of Year/Month/Day.
 TU2600
 TU2600.The orthometric height was determined by vertical angle observations.
 TU2600
 TU2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2600
 TU2600.The geoid height was determined by GEOID03.
 TU2600
 TU2600;                    North         East     Units Scale Factor Converg.
 TU2600;SPC HI 1     -   118,300.140   470,902.462   MT  0.99997713   -0 05 40.6
 TU2600;UTM  05      - 2,203,020.509   209,150.290   MT  1.00064571   -0 56 46.6
 TU2600
 TU2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2600!SPC HI 1     -   0.99992752  x   0.99997713  =   0.99990465
 TU2600!UTM  05      -   0.99992752  x   1.00064571  =   1.00057318
 TU2600
 TU2600:                Primary Azimuth Mark                     Grid Az
 TU2600:SPC HI 1     -  PUU PA RESET=2677                        038 28 28.5
 TU2600:UTM  05      -  PUU PA RESET=2677                        039 19 34.5
 TU2600
 TU2600|---------------------------------------------------------------------|
 TU2600| PID    Reference Object                     Distance      Geod. Az  |
 TU2600|                                                           dddmmss.s |
 TU2600| TU2561 PUU PA RESET=2677                   APPROX.12.4 KM 0382247.9 |
 TU2600| CN6060 PUU HINAI RM 1                        6.540 METERS 04402     |
 TU2600| CN6061 PUU HINAI RM 2                       11.590 METERS 19120     |
 TU2600|---------------------------------------------------------------------|
 TU2600
 TU2600                          SUPERSEDED SURVEY CONTROL
 TU2600
 TU2600  NAD 83(1986)-  19 54 06.61368(N)    155 46 40.42135(W) AD(       ) 2
 TU2600  OLD HI      -  19 54 17.59800(N)    155 46 50.43200(W) AD(       ) 2
 TU2600
 TU2600.Superseded values are not recommended for survey control.
 TU2600.NGS no longer adjusts projects to the OLD HI datum.
 TU2600.See file dsdata.txt to determine how the superseded data were derived.
 TU2600
 TU2600_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0915003021(NAD 83)
 TU2600
 TU2600  HISTORY     - Date     Condition        Report By
 TU2600  HISTORY     - 1938     MONUMENTED       HITS
 TU2600  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2600  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2600
 TU2600                          STATION DESCRIPTION
 TU2600
 TU2600'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1938
 TU2600'LOCATION OF STATION--ON THE SOUTHWEST CRATER RIM OF A CONSPICUOUS
 TU2600'HILL NAMED PUU HINAI SITUATED ABOUT 4-1/2 MILES BELOW THE
 TU2600'WAIMEA KONA ROAD AT A POINT ON THE ROAD ABOUT 10 MILES DISTANT
 TU2600'FROM KAMUELA.
 TU2600'
 TU2600'OLD STATION MARK FOUND--THE BURIED COPPER TRIANGULATION STATION AND
 TU2600'COWS HORN MARKING THE STATION COULD NOT BE FOUND.  HOWEVER,
 TU2600'THE STATION WAS REMARKED FROM THE ORIGINAL TIE MARKS (TRIANGULATION
 TU2600'STATIONS ON STONE) 11.6 AND 38 FEET AWAY FROM THE STATION.  THESE
 TU2600'APPEAR NOT TO HAVE BEEN DISTURBED.  ALL OTHER ORIGINAL TIE MARKS
 TU2600'(+S ON STONES) WERE FOUND REMOVED.  AS NO SURFACE MARK IDENTIFIED
 TU2600'THE STATION THE TIE MARK 38-FEET DISTANT FROM THE STATION
 TU2600'APPEARS TO HAVE BEEN USED AS THE STATION AS A PILE OF STONES
 TU2600'AND FLAG ROD WAS FOUND OVER THIS TIE MARK.
 TU2600'
 TU2600'NEW STATION MARK--H.T.S. TYPE C TRIANGULAR MONUMENT (2-1/2 IN PIPE
 TU2600'4-FEET LONG SET IN TRIANGULAR CONCRETE MONUMENT 7-1/2 FEET ON
 TU2600'EACH SIDE, WITH STANDARD METAL TARGET).
 TU2600
 TU2600                          STATION RECOVERY (1948)
 TU2600
 TU2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2600'UNABLE TO LOCATE THE ORIGINAL DESCRIPTION.  A NEW DESCRIPTION
 TU2600'FOLLOWS--
 TU2600'
 TU2600'THE STATION IS LOCATED ON THE WESTERN RIM AND THE
 TU2600'HIGHEST POINT OF A PROMINENT VOLCANIC KNOLL NAMED PUU HINAI
 TU2600'WHICH LIES ABOUT 11 MILES SOUTHWEST OF WAIMEA, ABOUT 8 MILES
 TU2600'EAST OF ANAEHOOMALU BAY, ABOUT 7 MILES SOUTHEAST OF PUAKO BAY
 TU2600'AND ABOUT 4 MILES WEST OF THE ROAD WHICH LEADS BETWEEN WAIMEA
 TU2600'AND THE KONA DISTRICT.
 TU2600'
 TU2600'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO SOUTH, ON THE ROAD
 TU2600'WHICH LEADS TOWARD THE KONA DISTRICT, FOR 6.4 MILES.  CONTINUE
 TU2600'STRAIGHT AHEAD ON THE ROAD WHICH LEADS TOWARD THE KONA DISTRICT
 TU2600'FOR 4.2 MILES.  TURN RIGHT, PASS THROUGH A BOARD GATE AND GO
 TU2600'WESTERLY, ON A TRACK ROAD, FOR 4.6 MILES TO THE BASE OF THE HILL
 TU2600'AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY, UP THE
 TU2600'STEEP SLOPE, FOR ABOUT 0.3 MILE TO THE SUMMIT AND THE STATION.
 TU2600'
 TU2600'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2600'PROJECTS ABOUT 2-1/2 INCHES FROM THE TOP OF A CONCRETE FRUSTUM
 TU2600'OF A PYRAMID, WHICH IN TURN PROJECTS ABOUT 2-1/2 FEET FROM THE
 TU2600'TOP OF A TRIANGULAR SLAB OF CONCRETE WHICH IS ABOUT 7 FEET ON
 TU2600'EACH SIDE.
 TU2600'
 TU2600'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948,
 TU2600'SET IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH IS FLUSH WITH
 TU2600'THE GROUND.
 TU2600'
 TU2600'REFERENCE MARK NUMBER 2 IS A CROSS CUT IN A FLAT ROCK,
 TU2600'SURROUNDED BY A TRIANGLE WHICH IS ABOUT 6 INCHES ON EACH SIDE.  THE
 TU2600'ROCK IS FLUSH WITH THE GROUND AND IS AT ABOUT THE SAME ELEVATION
 TU2600'AS THE STATION.
 TU2600
 TU2600                          STATION RECOVERY (1967)
 TU2600
 TU2600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2600'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 TU2600'NUMBER ONE AND THE CHISELED CROSS AND TRIANGLE MARKING RM 2
 TU2600'WERE ALSO RECOVERED.  A NEW REFERENCE MARK DISK WAS ESTABLISHED
 TU2600'AT THE CHISELED CROSS.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2600'
 TU2600'STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF KAMUELA, 6-1/2 MILES
 TU2600'WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 19 AND 20, AND 6
 TU2600'MILES SOUTHWEST OF PUAKO, AT ABOUT 1439 FEET ELEVATION, ON THE
 TU2600'WEST RIM OF PUU HINAI, A PROMINENT, GRASSY HILL.
 TU2600'
 TU2600'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON
 TU2600'STATE HIGHWAY 19 FOR 6.6 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2600'20.  CONTINUE ON STATE HIGHWAY 19 FOR 4.2 MILES TO BOARD GATE
 TU2600'ON RIGHT, AT POWER POLE 96.  PASS THROUGH GATE AND FOLLOW TRACK
 TU2600'ROAD WEST-NORTHWEST FOR 0.8 MILE.  TAKE RIGHT FORK AND GO 1.6
 TU2600'MILES TO GREEN WOODEN WATER TANK.  CONTINUE ON TRACK ROAD FOR
 TU2600'2.2 MILES TO END OF TRUCK TRAVEL AT BASE OF HILL.  PACK WEST TO
 TU2600'HIGHEST POINT OF HILL AND STATION.  ABOUT A 15-MINUTE PACK.
 TU2600'
 TU2600'STATION IS MARKED WITH A TYPE C SIGNAL CONSTRUCTED BY THE
 TU2600'HAWAII TERRITORIAL SURVEY.  THIS CONSISTS OF A 2-1/2-INCH IRON
 TU2600'PIPE PROJECTING 2 FEET FROM THE CENTER OF A TRIANGULAR, CONCRETE
 TU2600'PLATFORM ABOUT 7 FEET ON EACH SIDE AND PROJECTING 4 INCHES
 TU2600'ABOVE GROUND.  STATION IS CENTER OF THE 2-1/2-INCH PIPE
 TU2600'WHICH HOLDS A REMOVEABLE, RED AND WHITE METAL TARGET.
 TU2600'
 TU2600'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948, SET IN
 TU2600'THE TOP OF A 2-INCH IRON PIPE FLUSH WITH GROUND AND 4.9 FEET
 TU2600'LOWER THAN TOP OF STATION PIPE.
 TU2600'
 TU2600'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU HINAI
 TU2600'HGS 1938 NO 2 1967, CEMENTED IN A DRILL HOLE IN A 14-INCH,
 TU2600'TRIANGULAR ROCK PROJECTING 3 INCHES ABOVE GROUND, AT THE POINT
 TU2600'MARKED BY THE CHISELED CROSS IN CHISELED TRIANGLE, DESCRIBED
 TU2600'AS RM 2 IN 1948.
 TU2600'
 TU2600'GREEN WATER TANK IS A GREEN, WOODEN, FLAT-TOPPED, WATER TANK 18
 TU2600'FEET IN DIAMETER AND 14 FEET HIGH.
 TU2600'
 TU2600'NOTE--THERE IS NO CONCRETE FRUSTUM OF A PYRAMID ON THE PLATFORM
 TU2600'AS DESCRIBED IN 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2786 ***********************************************************************
 TU2786  DESIGNATION -  PUU HINAI 2
 TU2786  PID         -  TU2786
 TU2786  STATE/COUNTY-  HI/MAUI
 TU2786  USGS QUAD   -  HANA (1983)
 TU2786
 TU2786                         *CURRENT SURVEY CONTROL
 TU2786  ___________________________________________________________________
 TU2786* NAD 83(1993)-  20 47 02.51333(N)    156 03 31.57567(W)     ADJUSTED  
 TU2786* LOCAL TIDAL -       502.0    (meters)    1647.     (feet)  VERT ANG  
 TU2786  ___________________________________________________________________
 TU2786  EPOCH DATE  -        1993.62
 TU2786  LAPLACE CORR-         -13.13  (seconds)                    DEFLEC99
 TU2786  GEOID HEIGHT-          15.10  (meters)                     GEOID03
 TU2786
 TU2786  HORZ ORDER  -  FIRST
 TU2786
 TU2786.The horizontal coordinates were established by classical geodetic methods
 TU2786.and adjusted by the National Geodetic Survey in December 1998..
 TU2786.The horizontal coordinates are valid at the epoch date displayed above.
 TU2786.The epoch date for horizontal control is a decimal equivalence
 TU2786.of Year/Month/Day.
 TU2786
 TU2786.The orthometric height was determined by vertical angle observations.
 TU2786
 TU2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2786
 TU2786.The geoid height was determined by GEOID03.
 TU2786
 TU2786;                    North         East     Units Scale Factor Converg.
 TU2786;SPC HI 2     -    50,014.882   563,292.407   MT  1.00001615   +0 12 56.6
 TU2786;UTM  04      - 2,301,036.805   806,217.295   MT  1.00075900   +1 02 40.2
 TU2786;UTM  05      - 2,301,264.546   181,536.573   MT  1.00085358   -1 05 10.7
 TU2786
 TU2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2786!SPC HI 2     -   0.99991873  x   1.00001615  =   0.99993488
 TU2786!UTM  04      -   0.99991873  x   1.00075900  =   1.00067767
 TU2786!UTM  05      -   0.99991873  x   1.00085358  =   1.00077224
 TU2786
 TU2786|---------------------------------------------------------------------|
 TU2786| PID    Reference Object                     Distance      Geod. Az  |
 TU2786|                                                           dddmmss.s |
 TU2786| CN6063 PUU HINAI 2 RM 2                      6.147 METERS 13328     |
 TU2786| TU2788 KAPAULA                             APPROX. 7.3 KM 2941835.9 |
 TU2786| CN6062 PUU HINAI 2 RM 1                      6.647 METERS 35515     |
 TU2786|---------------------------------------------------------------------|
 TU2786
 TU2786                          SUPERSEDED SURVEY CONTROL
 TU2786
 TU2786  NAD 83(1986)-  20 47 02.47961(N)    156 03 31.59359(W) AD(       ) 1
 TU2786  OLD HI      -  20 47 14.01200(N)    156 03 41.67500(W) AD(       ) 1
 TU2786
 TU2786.Superseded values are not recommended for survey control.
 TU2786.NGS no longer adjusts projects to the OLD HI datum.
 TU2786.See file dsdata.txt to determine how the superseded data were derived.
 TU2786
 TU2786_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHJ0621701037(NAD 83)
 TU2786_MARKER: Z = SEE DESCRIPTION
 TU2786_SETTING: 0 = UNSPECIFIED SETTING
 TU2786
 TU2786  HISTORY     - Date     Condition        Report By
 TU2786  HISTORY     - 1950     MONUMENTED       CGS
 TU2786  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2786  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU2786  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2786
 TU2786                          STATION DESCRIPTION
 TU2786
 TU2786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2786'LOCATED NEAR THE EAST END OF EAST MAUI, IN LAND OF MAKAPUU,
 TU2786'ON THE SOUTH END OF A LOW HILL OF THE SAME NAME, ABOUT 5 MILES,
 TU2786'AIRLINE, WEST OF HANA, ABOUT 2 MILES IN FROM THE COAST AND 3/4
 TU2786'MILE SOUTH OF THE HIGHWAY.
 TU2786'
 TU2786'STATION IS A STANDARD DISK CEMENTED IN A 2 INCH GALVANIZED
 TU2786'IRON PIPE SET IN CONCRETE PROJECTING 8 INCHES.  STAMPED PUU
 TU2786'HINAI 2 1950.
 TU2786'
 TU2786'REFERENCE MARK NO.1 IS NORTHWEST OF THE STATION.  A STANDARD
 TU2786'DISK CEMENTED TO THE TOP OF A 2 INCH GALVANIZED IRON PIPE
 TU2786'PROJECTING 12 INCHES.  STAMPED PUU HINAI 2 NO 1 1950.
 TU2786'
 TU2786'REFERENCE MARK NO.2 IS SOUTHEAST OF THE STATION.  A STANDARD
 TU2786'DISK CEMENTED TO THE TOP OF A 2 INCH GALVANIZED IRON PIPE
 TU2786'PROJECTING 12 INCHES.  STAMPED PUU HINAI 2 NO 2 1950.
 TU2786'
 TU2786'TO REACH FROM THE POST OFFICE AT HANA--GO WESTERLY ON COAST
 TU2786'HIGHWAY FOR -- MILES.  TURN LEFT TROUGH A WIRE GATE JUST AFTER
 TU2786'CROSSING A CONCRETE BRIDGE AND FOLLOW TRACK ROAD SOUTH FOR 1.2
 TU2786'MILES TO A FENCE.  FROM HERE PACK SOUTH TO TOP OF HILL AND
 TU2786'STATION.
 TU2786'
 TU2786'HEIGHT OF LIGHT ABOVE STATION MARK 1.13 METERS.
 TU2786
 TU2786                          STATION RECOVERY (1961)
 TU2786
 TU2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2786'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU2786'CONDITION IN AN AREA OF HEAVY GUAVA BRUSH.  THE HILL ON WHICH
 TU2786'THE STATION IS LOCATED IS PROMINENT BUT THE LINES OUT OF THE
 TU2786'STATION ARE BLOCKED.
 TU2786'
 TU2786'TO REACH THE STATION FROM THE INTERSECTION OF THE HANA HIGHWAY
 TU2786'AND THE ROAD TO HANA AIRPORT, GO WEST ALONG THE HANA HIGHWAY
 TU2786'FOR 3.2 MILES TO A BANANA FARM AND AN ALUMINUM SHED ON THE
 TU2786'LEFT (SOUTH).  TURN LEFT THROUGH GATE AND FOLLOW ROAD THROUGH
 TU2786'BANANA FARM FOR 1.2 MILES TO A FENCE AND THE END OF TRUCK
 TU2786'TRAVEL.  LEAVE TRUCK AND PACK SOUTHEASTERLY UP OLD VOLCANIC CONE
 TU2786'TO LEVEL TOP AND STATION.  AN ABANDONED PILLBOX IS ON THE HILL
 TU2786'ABOUT 100 FEET LOWER THAN THE STATION.  CARE SHOULD BE EXERCISED
 TU2786'IN CLIMBING THE HILL AS THE HEAVY BRUSH CONCEALS MANY
 TU2786'PITFALLS.
 TU2786
 TU2786                          STATION RECOVERY (1963)
 TU2786
 TU2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU2786'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 TU2786'REFERENCE MARKS WERE NOT SEARCHED FOR.  THE TOP OF HILL IS OVERGROWN
 TU2786'WITH DENSE BRUSH AND GRASS.  THE MARK PROJECTS ONLY A FEW INCHES
 TU2786'AND IS NEAR THE NORTHEASTERLY EDGE OF HILL.
 TU2786
 TU2786                          STATION RECOVERY (1968)
 TU2786
 TU2786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2786'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2786'CONDITION.  THE STATION BECOMES BLOCKED BY HIGH BRUSH IN A
 TU2786'SHORT TIME.  LINES FROM NORTHWEST AROUND TO SOUTHEAST WERE
 TU2786'CLEARED AT THIS TIME AND A TARGET PUT UP.  A COMPLETE
 TU2786'DESCRIPTION FOLLOWS--
 TU2786'
 TU2786'STATION IS LOCATED ABOUT 5 MILES WEST-NORTHWEST OF HANA AND 1
 TU2786'MILE SOUTH OF STATE HIGHWAY 36, ON THE NORTH END OF THE TOP OF PUU
 TU2786'HINAI, A SHARP, BRUSH AND TREE COVERED HILL OF ABOUT 1647 FEET
 TU2786'ELEVATION.
 TU2786'
 TU2786'TO REACH STATION FROM THE POST OFFICE IN HANA, GO NORTH AND WEST
 TU2786'ON STATE HIGHWAY 36 FOR 3.4 MILES TO JUNCTION WITH THE AIRPORT
 TU2786'ROAD.  CONTINUE AHEAD FOR 3.0 MILES TO METAL HOUSE
 TU2786'ON LEFT.  PASS THROUGH GATE ON LEFT, AND FOLLOW TRACK ROAD
 TU2786'FOR 0.75 MILE TO END OF ROAD NEAR BASE OF HILL.  PACK UP
 TU2786'THROUGH TREES, AROUND RIGHT SIDE OF HILL, THEN BEAR LEFT AND GO
 TU2786'UP MORE GRADUAL CLIMB TO TOP AND STATION.  ABOUT A 1-1/2-HR.
 TU2786'PACK DUE TO DENSE BRUSH.
 TU2786'
 TU2786'STATION MARK IS A STANDARD DISK STAMPED PUU HINAI 2 1950,
 TU2786'SET IN THE TOP OF A 2-INCH IRON PIPE SET IN CONCRETE AND
 TU2786'PROJECTING 8 INCHES.
 TU2786'
 TU2786'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU
 TU2786'HINAI 2 NO 1 1950, SET IN THE TOP OF A 2-INCH IRON PIPE
 TU2786'PROJECTING 1 FOOT FROM GROUND, AND 30 INCHES LOWER THAN
 TU2786'STATION MARK.  IT IS 6.650 M (21.817 FT.) FROM STATION, IN
 TU2786'AZIMUTH 175 DEG 14 MIN 53 SEC.
 TU2786'
 TU2786'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU HINAI
 TU2786'2 NO 2 1950, SET IN THE TOP OF A 2-INCH IRON PIPE
 TU2786'PROJECTING 8 INCHES FROM GROUND, AND 14 INCHES LOWER THAN
 TU2786'STATION MARK.  IT IS 6.141 M, (20.143 FT.) FROM STATION, IN
 TU2786'AZIMUTH 313 DEG 27 MIN 35 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3079 ***********************************************************************
 TU3079  DESIGNATION -  PUU HONA
 TU3079  PID         -  TU3079
 TU3079  STATE/COUNTY-  HI/MAUI
 TU3079  USGS QUAD   -  MAALAEA (1996)
 TU3079
 TU3079                         *CURRENT SURVEY CONTROL
 TU3079  ___________________________________________________________________
 TU3079* NAD 83(1993)-  20 48 45.72664(N)    156 31 09.48723(W)     ADJUSTED  
 TU3079* LOCAL TIDAL -       276.     (meters)     906.     (feet)  SCALED    
 TU3079  ___________________________________________________________________
 TU3079  EPOCH DATE  -        1993.62
 TU3079  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 TU3079  GEOID HEIGHT-          16.50  (meters)                     GEOID03
 TU3079
 TU3079  HORZ ORDER  -  THIRD
 TU3079
 TU3079.The horizontal coordinates were established by classical geodetic methods
 TU3079.and adjusted by the National Geodetic Survey in December 1998..
 TU3079.The horizontal coordinates are valid at the epoch date displayed above.
 TU3079.The epoch date for horizontal control is a decimal equivalence
 TU3079.of Year/Month/Day.
 TU3079
 TU3079.The orthometric height was scaled from a topographic map.
 TU3079
 TU3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3079
 TU3079.The geoid height was determined by GEOID03.
 TU3079
 TU3079;                    North         East     Units Scale Factor Converg.
 TU3079;SPC HI 2     -    53,076.862   515,340.096   MT  0.99996957   +0 03 08.5
 TU3079;UTM  04      - 2,303,405.956   758,196.968   MT  1.00042395   +0 52 54.9
 TU3079
 TU3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3079!SPC HI 2     -   0.99995403  x   0.99996957  =   0.99992360
 TU3079!UTM  04      -   0.99995403  x   1.00042395  =   1.00037796
 TU3079
 TU3079:                Primary Azimuth Mark                     Grid Az
 TU3079:SPC HI 2     -  PUU HONA AZ MK                           077 04 28.6
 TU3079:UTM  04      -  PUU HONA AZ MK                           076 14 42.2
 TU3079
 TU3079|---------------------------------------------------------------------|
 TU3079| PID    Reference Object                     Distance      Geod. Az  |
 TU3079|                                                           dddmmss.s |
 TU3079| CN6064 PUU HONA AZ MK                                     0770737.1 |
 TU3079| CN6065 PUU HONA RM 1                        15.260 METERS 09152     |
 TU3079| CN6066 PUU HONA RM 3                         3.060 METERS 33312     |
 TU3079|---------------------------------------------------------------------|
 TU3079
 TU3079                          SUPERSEDED SURVEY CONTROL
 TU3079
 TU3079  NAD 83(1986)-  20 48 45.69076(N)    156 31 09.47278(W) AD(       ) 3
 TU3079  OLD HI      -  20 48 57.22600(N)    156 31 19.62800(W) AD(       ) 3
 TU3079
 TU3079.Superseded values are not recommended for survey control.
 TU3079.NGS no longer adjusts projects to the OLD HI datum.
 TU3079.See file dsdata.txt to determine how the superseded data were derived.
 TU3079
 TU3079_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5819703406(NAD 83)
 TU3079_MARKER: Z = SEE DESCRIPTION
 TU3079_SETTING: 0 = UNSPECIFIED SETTING
 TU3079
 TU3079  HISTORY     - Date     Condition        Report By
 TU3079  HISTORY     - 1943     MONUMENTED       CGS
 TU3079  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3079  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3079  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3079  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU3079
 TU3079                          STATION DESCRIPTION
 TU3079
 TU3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KM)
 TU3079'IN MAALAEA DISTRICT OF SOUTHWEST MAUI, ON A PROMINENT KNOB ON THE
 TU3079'RIDGE SOUTH OF POHAHEA GULCH, 0.9 MILES WEST OF HELE HILL, AND
 TU3079'0.75 MILES WEST OF THE JUNCTION OF THE WAILUKU-MAALAEA ROAD WITH
 TU3079'THE KIHEI ROAD ONE MILE NORTH OF MAALAEA.  THE STATION IS MARKED
 TU3079'BY A STANDARD DISC, CEMENTED IN A DRILL HOLE IN LEDGE ROCK, AND
 TU3079'IS ON THE EAST EDGE OF THE SUMMIT OF THE KNOB, 34.7 FEET EAST OF
 TU3079'A ROCK CAIRN MARKING AN ANGLE POINT IN THE UKUMEHAME LAND
 TU3079'GRANT BOUNDARY, BUT IS NOT INTENDED TO IDENTIFY THIS
 TU3079'BOUNDARY.
 TU3079'
 TU3079'RM 1 IS A STANDARD DISC SET IN CONCRETE IN ROCK, 50 FT ON LINE
 TU3079'WITH PUU HELE 2, AZIMUTH 91 DEG 52 MIN 23.0 SEC.  RM 2 IS A
 TU3079'STANDARD DISC STAMPED AZ MARK, 2300 FEET TRUE NORTH, ON THE RIDGE
 TU3079'NORTH OF POHAKEA GULCH.
 TU3079
 TU3079                          STATION RECOVERY (1950)
 TU3079
 TU3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3079'LOCATED ON THE SOUTH SIDE OF WEST MAUI, WAILUKU DISTRICT AND
 TU3079'ABOUT 5.5 MILES SOUTH OF WAILUKU TOWN AND ABOUT 2.5 MILES NORTH
 TU3079'OF MC GREGOR POINT.  THE RIDGE BELOW THE STATION CAN BE READILY
 TU3079'SEEN BY ITS BARE SCATTERED ROCK FORMATION, THE COLOR OF WHICH IS
 TU3079'ALMOST WHITE IN APPEARANCE FROM A DISTANCE.
 TU3079'
 TU3079'STATION MARK IS A STANDARD DISK SET FLUSH IN A LARGE FLAT ROCK
 TU3079'ABOUT 1 FOOT HIGH.  STAMPED PUU HONA, 1943.
 TU3079'
 TU3079'REFERENCE MARK NO. 1 IS EAST OF THE STATION.  A STANDARD DISK
 TU3079'CEMENTED INTO A 2-1/2 INCH GALVANIZED PIPE PROJECTING 1
 TU3079'FOOT.  STAMPED R. M. 1 1943.
 TU3079'
 TU3079'TO REACH FROM JUNCTION OF MAIN ROADS TO LAHAINA, WAILUKU AND
 TU3079'KIHEI, GO TOWARDS LAHAINA FOR 0.30 MILE AND 150 FEET BEYOND
 TU3079'TELEPHONE POLE 127 THEN TURN RIGHT INTO FIELD DIRT ROAD AND
 TU3079'FOLLOW FOR 0.20 MILE THEN TURN RIGHT ALONG CONCRETE DITCH FOR
 TU3079'0.10 MILE.  FROM HERE PACK WESTERLY ACROSS FENCE, THROUGH PASTURE
 TU3079'WITH KIAWE GROWTH TO FOOT OF HILL THEN FOLLOW BARE RIDGE TO TOP
 TU3079'OF HILL AND STATION.
 TU3079
 TU3079                          STATION RECOVERY (1961)
 TU3079
 TU3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3079'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION
 TU3079'AS DESCRIBED BY C.T.H. IN 1960.  A POWER LINE CROSSES THE RIDGE
 TU3079'ABOUT 1/4 MILE NORTHWEST OF THE STATION.
 TU3079
 TU3079                          STATION RECOVERY (1968)
 TU3079
 TU3079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3079'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  RM
 TU3079'NO. 2 WAS NOT SEARCHED FOR SINCE IT IS IN AN ISOLATED LOCATION
 TU3079'WHICH MAKES IT ALMOST UNUSABLE FOR AN AZIMUTH MARK.  A NEW
 TU3079'REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED.  A COMPLETE
 TU3079'DESCRIPTION FOLLOWS--
 TU3079'
 TU3079'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH-NORTHWEST OF MAALAEA,
 TU3079'5-1/2 MILES SOUTH-SOUTHWEST OF WAILUKU, AND 3/4-MILE DUE WEST OF
 TU3079'THE JUNCTION OF STATE HIGHWAYS 30 AND 31, ON A HILL OF ABOUT 905
 TU3079'FEET ELEVATION, ABOUT ON LINE WITH THE POWER LINE RUNNING UP THE
 TU3079'RIDGE TO WEST, AND IS ABOUT 150 YARDS EAST OF THE FIRST POWER
 TU3079'LINE POLES ON THE RIDGE, AND THE LOWER END OF A BULLDOZED ROAD.
 TU3079'
 TU3079'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO NORTHWEST ON
 TU3079'STATE HIGHWAY 31 FOR 3.7 MILES TO JUNCTION WITH STATE HIGHWAY
 TU3079'30.  TURN LEFT AND GO SOUTH ON HIGHWAY 30 FOR 0.55 MILE.  TURN
 TU3079'RIGHT, AT CULVERT, AND GO UP CANE FIELD ROAD FOR 0.45 MILE TO
 TU3079'T-JUNCTION AT CANAL AND EDGE OF FIELD.  GO RIGHT, ALONG CANAL
 TU3079'ROAD, FOR 0.15 MILE TO END OF TRUCK TRAVEL JUST PAST JOG IN
 TU3079'CANAL.  PACK WEST ABOUT 1/2-MILE TO STATION.
 TU3079'
 TU3079'STATION MARK IS A STANDARD DISK STAMPED PUU HONA 1943, CEMENTED
 TU3079'IN A DRILL HOLE IN THE WEST SIDE OF A FLAT, 10-FOOT-DIAMETER
 TU3079'BEDROCK FORMATION THAT PROJECTS 2 FEET ABOVE GROUND.  IT IS 14.7
 TU3079'FEET SOUTH OF A FENCE LINE.
 TU3079'
 TU3079'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RM 1 1943,
 TU3079'SET INTO THE TOP OF A 2-INCH PIPE PROJECTING 10 INCHES FROM
 TU3079'GROUND.  IT IS 25 FEET SOUTH OF THE FENCE AND 15.2 FEET LOWER
 TU3079'THAN STATION MARK.
 TU3079'
 TU3079'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PUU HONA
 TU3079'1943 NO 3 1968, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER
 TU3079'PROJECTING 1 FOOT FROM GROUND.  IT IS 6 FEET SOUTH OF THE FENCE
 TU3079'AND ABOUT 1 FOOT HIGHER THAN STATION MARK.
 TU3079'
 TU3079'AZIMUTH MARK IS A STANDARD DISK STAMPED PUU HONA 1943 1968,
 TU3079'CEMENTED IN A DRILL HOLE IN THE NORTH END OF THE WEST CONCRETE
 TU3079'BRIDGE ABUTMENT OF THE HIGHWAY BRIDGE AT POHAKEA GULCH.  THE MARK
 TU3079'IS 18 FEET WEST OF CENTER LINE OF HIGHWAY, 6 FEET WEST OF THE
 TU3079'METAL GUARD RAIL, 3 FEET EAST OF THE WEST FACE OF THE ABUTMENT
 TU3079'WALL, 3 FEET NORTH OF THE 1937 INSCRIBED IN THE CONCRETE BRIDGE
 TU3079'RAIL, AND 10 INCHES ABOVE GROUND.  TO REACH FROM JUNCTION OF
 TU3079'STATE HIGHWAYS 30 AND 31 GO NORTH ON HIGHWAY 30 FOR 0.2 MILE TO
 TU3079'NORTH END OF HIGHWAY BRIDGE AND THE MARK ON LEFT.
 TU3079
 TU3079                          STATION RECOVERY (1973)
 TU3079
 TU3079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU3079'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED AS
 TU3079'DESCRIBED IN THE 1968 RECOVERY NOTE.  THE AZIMUTH MARK WAS NOT
 TU3079'SEARCHED FOR.
 TU3079'
 TU3079'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3079'ABOUT 1-1/2 MILES NORTH OF MAALAEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2457 ***********************************************************************
 TU2457  DESIGNATION -  PUU HOOMAHA 1890
 TU2457  PID         -  TU2457
 TU2457  STATE/COUNTY-  HI/HAWAII
 TU2457  USGS QUAD   -  PAPA (1995)
 TU2457
 TU2457                         *CURRENT SURVEY CONTROL
 TU2457  ___________________________________________________________________
 TU2457* NAD 83(1993)-  19 14 16.75552(N)    155 45 43.72624(W)     ADJUSTED  
 TU2457* LOCAL TIDAL -      2025.     (meters)    6644.     (feet)  SCALED    
 TU2457  ___________________________________________________________________
 TU2457  EPOCH DATE  -        1993.62
 TU2457  LAPLACE CORR-          14.81  (seconds)                    DEFLEC99
 TU2457  GEOID HEIGHT-          22.18  (meters)                     GEOID03
 TU2457
 TU2457  HORZ ORDER  -  THIRD
 TU2457
 TU2457.The horizontal coordinates were established by classical geodetic methods
 TU2457.and adjusted by the National Geodetic Survey in December 1998..
 TU2457.The horizontal coordinates are valid at the epoch date displayed above.
 TU2457.The epoch date for horizontal control is a decimal equivalence
 TU2457.of Year/Month/Day.
 TU2457
 TU2457.The orthometric height was scaled from a topographic map.
 TU2457
 TU2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2457
 TU2457.The geoid height was determined by GEOID03.
 TU2457
 TU2457;                    North         East     Units Scale Factor Converg.
 TU2457;SPC HI 1     -    44,811.480   472,438.423   MT  0.99997605   -0 05 11.0
 TU2457;UTM  05      - 2,129,468.178   209,611.545   MT  1.00064250   -0 54 38.7
 TU2457
 TU2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2457!SPC HI 1     -   0.99967829  x   0.99997605  =   0.99965434
 TU2457!UTM  05      -   0.99967829  x   1.00064250  =   1.00032058
 TU2457
 TU2457:                Primary Azimuth Mark                     Grid Az
 TU2457:SPC HI 1     -  PUU O KEOKEO 1890                        141 40 21.8
 TU2457:UTM  05      -  PUU O KEOKEO 1890                        142 29 49.5
 TU2457
 TU2457|---------------------------------------------------------------------|
 TU2457| PID    Reference Object                     Distance      Geod. Az  |
 TU2457|                                                           dddmmss.s |
 TU2457| TU2454 PUU O KEOKEO 1890                   APPROX. 3.4 KM 1413510.8 |
 TU2457|---------------------------------------------------------------------|
 TU2457
 TU2457                          SUPERSEDED SURVEY CONTROL
 TU2457
 TU2457  NAD 83(1986)-  19 14 16.75729(N)    155 45 43.75439(W) AD(       ) 3
 TU2457  OLD HI      -  19 14 28.75500(N)    155 45 53.37900(W) AD(       ) 3
 TU2457
 TU2457.Superseded values are not recommended for survey control.
 TU2457.NGS no longer adjusts projects to the OLD HI datum.
 TU2457.See file dsdata.txt to determine how the superseded data were derived.
 TU2457
 TU2457_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0961229468(NAD 83)
 TU2457
 TU2457  HISTORY     - Date     Condition        Report By
 TU2457  HISTORY     - 1890     MONUMENTED       HIGS
 TU2457
 TU2457                          STATION DESCRIPTION
 TU2457
 TU2457'DESCRIBED BY HAWAII GEODETIC SURVEY 1890
 TU2457'IN SOUTHERN HAWAII, SOUTH KONA, LAND OF KIPAHOEHOE, ON THE SUMMIT
 TU2457'OF PUU HOOMAHA, JUST ABOVE THE FOREST BELT, ON AN OLD PAHOEHOE
 TU2457'FLOW, AND 250 FEET NORTH OF AN AA FLOW.  MARKED BY A LARGE TRIANGLE
 TU2457'CUT IN THE SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2073 ***********************************************************************
 TU2073  DESIGNATION -  PUU HOU
 TU2073  PID         -  TU2073
 TU2073  STATE/COUNTY-  HI/HAWAII
 TU2073  USGS QUAD   -  PUU HOU (1981)
 TU2073
 TU2073                         *CURRENT SURVEY CONTROL
 TU2073  ___________________________________________________________________
 TU2073* NAD 83(1993)-  18 57 41.03458(N)    155 42 57.08642(W)     ADJUSTED  
 TU2073* LOCAL TIDAL -        49.     (meters)     161.     (feet)  VERT ANG  
 TU2073  ___________________________________________________________________
 TU2073  EPOCH DATE  -        1993.62
 TU2073  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 TU2073  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU2073
 TU2073  HORZ ORDER  -  THIRD
 TU2073
 TU2073.The horizontal coordinates were established by classical geodetic methods
 TU2073.and adjusted by the National Geodetic Survey in December 1998..
 TU2073.The horizontal coordinates are valid at the epoch date displayed above.
 TU2073.The epoch date for horizontal control is a decimal equivalence
 TU2073.of Year/Month/Day.
 TU2073
 TU2073.The orthometric height was determined by vertical angle observations.
 TU2073.No vertical observational check was made to the station.
 TU2073
 TU2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2073
 TU2073.The geoid height was determined by GEOID03.
 TU2073
 TU2073;                    North         East     Units Scale Factor Converg.
 TU2073;SPC HI 1     -    14,189.083   477,267.426   MT  0.99997305   -0 04 12.5
 TU2073;UTM  05      - 2,098,759.892   214,005.397   MT  1.00061123   -0 52 59.0
 TU2073
 TU2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2073!SPC HI 1     -   0.99998988  x   0.99997305  =   0.99996293
 TU2073!UTM  05      -   0.99998988  x   1.00061123  =   1.00060110
 TU2073
 TU2073:                Primary Azimuth Mark                     Grid Az
 TU2073:SPC HI 1     -  OLOKUANA                                 018 08 43.8
 TU2073:UTM  05      -  OLOKUANA                                 018 57 30.3
 TU2073
 TU2073|---------------------------------------------------------------------|
 TU2073| PID    Reference Object                     Distance      Geod. Az  |
 TU2073|                                                           dddmmss.s |
 TU2073| TU2450 OLOKUANA                            APPROX.12.3 KM 0180431.3 |
 TU2073| TU2072 UMIS AHU RESET                      APPROX. 3.2 KM 0750235.6 |
 TU2073|---------------------------------------------------------------------|
 TU2073
 TU2073                          SUPERSEDED SURVEY CONTROL
 TU2073
 TU2073  NAD 83(1986)-  18 57 41.02222(N)    155 42 57.13827(W) AD(       ) 3
 TU2073  OLD HI      -  18 57 53.41500(N)    155 43 06.81200(W) AD(       ) 3
 TU2073
 TU2073.Superseded values are not recommended for survey control.
 TU2073.NGS no longer adjusts projects to the OLD HI datum.
 TU2073.See file dsdata.txt to determine how the superseded data were derived.
 TU2073
 TU2073_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1400598760(NAD 83)
 TU2073
 TU2073  HISTORY     - Date     Condition        Report By
 TU2073  HISTORY     - UNK      MONUMENTED
 TU2073  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2073
 TU2073                          STATION DESCRIPTION
 TU2073
 TU2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2073'ON SOUTHWEST COAST OF HAWAII, IN SOUTHEASTERN KA-U, ON THE SUMMIT
 TU2073'OF PUU HOU, A LARGE ISOLATED HILL 3-1/2 MILES NORTHWEST OF KA LAE,
 TU2073'THE SOUTH POINT OF THE ISLAND.  EROSION BY THE SEA AT THE BASE OF
 TU2073'THE HILL HAS COMPLETELY REMOVED ALL TRACE OF THE STATION, BUT
 TU2073'PLANE TABLE TESTS SHOWED THAT THE PEAK OF THE HILL REMAINING,
 TU2073'WHICH IS VERY SHARP AND SOME 13 FEET LOWER THAN THE STATION, IS
 TU2073'PROBABLY WITHIN 5 METERS OF THE STATION, AND WOULD SERVE FOR
 TU2073'OFF-SHORE HYDROGRAPHY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2343 ***********************************************************************
 TU2343  DESIGNATION -  PUU HULUHULU RESET
 TU2343  PID         -  TU2343
 TU2343  STATE/COUNTY-  HI/HAWAII
 TU2343  USGS QUAD   -  MAKAOPUHI CRATER (1995)
 TU2343
 TU2343                         *CURRENT SURVEY CONTROL
 TU2343  ___________________________________________________________________
 TU2343* NAD 83(1993)-  19 22 17.36111(N)    155 12 19.45410(W)     ADJUSTED  
 TU2343* LOCAL TIDAL -      1049.39   (meters)    3442.9    (feet)  LEVELING  
 TU2343  ___________________________________________________________________
 TU2343  EPOCH DATE  -        1993.62
 TU2343  LAPLACE CORR-         -14.95  (seconds)                    DEFLEC99
 TU2343  GEOID HEIGHT-          20.50  (meters)                     GEOID03
 TU2343
 TU2343  HORZ ORDER  -  FIRST
 TU2343  VERT ORDER  -  THIRD ?
 TU2343
 TU2343.The horizontal coordinates were established by classical geodetic methods
 TU2343.and adjusted by the National Geodetic Survey in December 1998..
 TU2343.The horizontal coordinates are valid at the epoch date displayed above.
 TU2343.The epoch date for horizontal control is a decimal equivalence
 TU2343.of Year/Month/Day.
 TU2343
 TU2343.The orthometric height was determined by differential leveling.
 TU2343.The vertical network tie was performed by a horz. field party for horz.
 TU2343.obs reductions. Reset procedures were used to establish the elevation.
 TU2343
 TU2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2343
 TU2343.The geoid height was determined by GEOID03.
 TU2343
 TU2343;                    North         East     Units Scale Factor Converg.
 TU2343;SPC HI 1     -    59,594.655   530,948.205   MT  0.99997850   +0 05 51.8
 TU2343;UTM  05      - 2,143,411.990   268,356.518   MT  1.00026332   -0 43 54.6
 TU2343
 TU2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2343!SPC HI 1     -   0.99983184  x   0.99997850  =   0.99981035
 TU2343!UTM  05      -   0.99983184  x   1.00026332  =   1.00009512
 TU2343
 TU2343|---------------------------------------------------------------------|
 TU2343| PID    Reference Object                     Distance      Geod. Az  |
 TU2343|                                                           dddmmss.s |
 TU2343| CN6068 PUU HULUHULU RM 3                     1.836 METERS 02633     |
 TU2343| TU2342 3440                                  2.818 METERS 13226     |
 TU2343| TU2404 OHALE RESET                         APPROX. 7.8 KM 2525640.9 |
 TU2343| CN6067 PUU HULUHULU RM 1                     9.815 METERS 35111     |
 TU2343|---------------------------------------------------------------------|
 TU2343
 TU2343                          SUPERSEDED SURVEY CONTROL
 TU2343
 TU2343  NAD 83(1986)-  19 22 17.33035(N)    155 12 19.48723(W) AD(       ) 1
 TU2343  OLD HI      -  19 22 28.20542(N)    155 12 29.49206(W) AD(       ) 1
 TU2343
 TU2343.Superseded values are not recommended for survey control.
 TU2343.NGS no longer adjusts projects to the OLD HI datum.
 TU2343.See file dsdata.txt to determine how the superseded data were derived.
 TU2343
 TU2343_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6835743412(NAD 83)
 TU2343
 TU2343  HISTORY     - Date     Condition        Report By
 TU2343  HISTORY     - 1938     MONUMENTED       HIGS
 TU2343  HISTORY     - 1920     SEE DESCRIPTION  USGS
 TU2343  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2343  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2343  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2343  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2343
 TU2343                          STATION DESCRIPTION
 TU2343
 TU2343'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2343'IM SOUTHEASTERN PART OF HAWAII, IN SOUTHERN PUNA, ABOUT 3 MILES
 TU2343'SOUTHEAST OF THE VOLCANO HOUSE AT KILAUEA, ON THE WESTERN AND
 TU2343'HIGHEST PEAK ON THE SHARP RIM OF THE PUU HULUHULU CRATER.  MARKED
 TU2343'BY A TRIANGLE CUT IN A STONE SET FIRMLY IN THE GROUND, AND THREE
 TU2343'LARGE STONES TO SUPPORT INSTRUMENT.  ALSO BY A STONE PYRAMID 13
 TU2343'FEET HIGH.
 TU2343
 TU2343                          STATION RECOVERY (1938)
 TU2343
 TU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2343'LOCATION O A STATION--IN THE S.E. PART OF HAWAII ABOUT 3 MILES
 TU2343'SOUTHEAST OF THE VOLCANO HOUSE ON THE HIGHEST PART OF THE WESTERN
 TU2343'CRATER RIM OF A PROMINENT HILL CALLED PUU HULUHULU.  IT CAN BE
 TU2343'REACHED BY TAKING THE CHAIN OF CRATERS ROAD.
 TU2343'
 TU2343'OLD STATION MARK FOUND--DRILL HOLE IN TRIANGULATION STATION
 TU2343'ON ROCK FIRMLY SET IN GROUND WITH LARGE STONEPILE OVER IT.
 TU2343'
 TU2343'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR
 TU2343'CONCRETE MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR
 TU2343'2 FEET LONG SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT
 TU2343'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL
 TU2343'BAR).
 TU2343
 TU2343                          STATION RECOVERY (1949)
 TU2343
 TU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2343'THE ORIGINAL STATION, CONSISTING OF A DRILL HOLE IN THE CENTER
 TU2343'OF A TRIANGLE CARVED INTO THE ROCK, WAS ESTABLISHED BY THE
 TU2343'HAWAIIAN GOVERNMENT SURVEY IN 1891.  IN 1912 THE ORIGINAL STATION
 TU2343'WAS RECOVERED BY THE U.S. GEOLOGICAL SURVEY AND A NEW STATION,
 TU2343'MARKED BY A U.S. GEOLOGICAL DURVEY DISK, WAS ESTABLISHED.  IN
 TU2343'1938 THE HAWAIIAN TERRITORY SURVEY RECOVERED THE ORIGINAL
 TU2343'STATION, OVER WHICH THEY CENTERED A 1-7/8 INCH IRON BAR.
 TU2343'ACCURACY OF CENTERING BY THE HAWAIIAN TERRITORY SURVEY IN
 TU2343'REMARKING THE STATION HAS BEEN ACCEPTED AS TRUE.  DUE TO THE
 TU2343'METHOD OF REMARKING THERE IS NO MEANS OF CHECKING THE CENTERING
 TU2343'OF THE IRON BAR EXACTLY OVER THE ORIGINAL STATION.  THE CENTER
 TU2343'OF THE IRON BAR WAS USED AS THE STATION FOR THIS SURVEY.  A
 TU2343'NEW DESCRIPTION FOLLOWS--
 TU2343'
 TU2343'THE STATION IS LOCATED ON THE WESTERN SUMMIT OF A PROMINENT,
 TU2343'WOODED, VOLCANIC CONE WHICH LIES ABOUT 8 MILES NORTH OF THE SEA,
 TU2343'ABOUT 5.5 SOUTH 43 DEGREES EAST OF THE HAWAIIAN NATIONAL PARK
 TU2343'HEADQUARTERS AND ABOUT 0.5 MILE NORTH OF THE CHAIN OF CRATERS
 TU2343'ROAD.
 TU2343'
 TU2343'TO REACH FROM THE HAWAIIAN NATIONAL PARK HEADQUARTERS.  GO SOUTH
 TU2343'AND EAST ON THE CHAIN OF CRATERS ROAD FOR 9.2 MILES TO THE WEST
 TU2343'SIDE OF ALOI CRATER AND THE END OF TRUCK TRAVEL.  FROM THIS POINT
 TU2343'PACK NORTHERLY, ALONG A WELL MARKED TRAIL FOR 0.4 MILE.  TAKE
 TU2343'THE RIGHT HAND FORK, AS PER THE SIGN READING PUU HULUHULU, AND
 TU2343'PACK EASTERLY FOR 0.3 MILE TO THE SUMMIT OF THE CONE AND THE
 TU2343'STATION.
 TU2343'
 TU2343'THE STATION IS THE CENTER OF A 1-7/8 INCH IRON BAR WHICH PROJECTS
 TU2343'ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF CONCRETE WHICH
 TU2343'IS 7-1/2 FEET ON EACH SIDE AND PROJECTS ABOUT 6 INCHES.
 TU2343'
 TU2343'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU HULUHULU
 TU2343'NO 1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT FLUSH
 TU2343'WITH THE SURFACE OF THE GROUND.  IT IS LOCATED ON THE CREST OF THE
 TU2343'RIM OF THE CRATER AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2343'
 TU2343'THE U.S. GEOLOGICAL SURVEY DISK, STAMPED 8440 1912, IS SET INTO
 TU2343'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 FEET.  IT IS
 TU2343'LOCATED ABOUT 2 FEET NORTH OF THE EDGE OF THE CRATER AND IS ABOUT
 TU2343'1-1/2 FEET LOWER THAN THE STATION.
 TU2343
 TU2343                          STATION RECOVERY (1967)
 TU2343
 TU2343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2343'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2343'COMPLETE DESCRIPTION FOLLOWS--
 TU2343'
 TU2343'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ABOUT
 TU2343'5-1/2 MILES SOUTHEAST OF THE PARK HEADQUARTERS BUILDING AND 1/2
 TU2343'MILE NORTH OF THE CHAIN OF CRATERS ROAD, ON THE WEST RIM OF A
 TU2343'PROMINENT, WOODED VOLCANIC CONE.
 TU2343'
 TU2343'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2343'HEADQUARTERS BUILDING, GO SOUTH AND EAST ON THE CRATER RIM ROAD
 TU2343'FOR 3.8 MILES TO A CROSSROAD.  TURN LEFT ON THE CHAIN OF CRATERS
 TU2343'ROAD AND GO 4.8 MILES TO END OF TRUCK TRAVEL AT A PARKING AREA
 TU2343'ON LEFT AND A SIGNBOARD DESCRIBING PUU HULUHULU.  PACK NORTHERLY
 TU2343'ON GOOD TRAIL ABOUT 0.6 MILE TO TOP OF CONE AND STATION.
 TU2343'
 TU2343'STATION IS MARKED WITH A TYPE D-1 SIGNAL BUILT BY THE HAWAII
 TU2343'TERRITORIAL SURVEY.  THIS CONSISTS OF A TRIANGULAR, CONCRETE
 TU2343'PLATFORM ABOUT 7 FEET ON EACH SIDE AND PROJECTING 3 INCHES.  IN
 TU2343'CENTER OF PLATFORM IS AN 8-INCH-TRIANGULAR HOLE ABOUT 7 INCHES
 TU2343'DEEP.  AT THE BOTTOM OF THIS HOLE IS A 1-INCH-DIAMETER HOLE IN
 TU2343'ROCK WHICH IS ASSUMED TO BE STATION MARK.  A 2-INCH IRON SHAFT, 2
 TU2343'FEET LONG, IS MOUNTED VERTICALLY OVER CENTER OF HOLE, SUPPORTED
 TU2343'BY 3 IRON LEGS EMBEDDED IN THE PLATFORM, AND HOLDS A RED AND
 TU2343'WHITE METAL TARGET 8 FEET HIGH.  STATION IS 7 FEET WEST OF THE
 TU2343'STEEP DROP INTO CRATER AND ABOUT 50 FEET NORTH OF A STONE
 TU2343'OBSERVATION POINT ON CRATER RIM.
 TU2343'
 TU2343'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU HULUHULU
 TU2343'NO 1 1949, CEMENTED IN A DRILL HOLE IN A 16-INCH-DIAMETER BEDROCK
 TU2343'KNOB PROJECTING 4 INCHES.  IT IS ABOUT 2 FEET LOWER THAN STATION
 TU2343'MARK.
 TU2343'
 TU2343'BENCH MARK 3440 (USGS) SERVES AS REFERENCE MARK NUMBER TWO.  IT
 TU2343'IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 3440 1912, CEMEMTED
 TU2343'IN A DRILL HOLE IN A BEDROCK LEDGE AT SHEER EDGE OF CRATER RIM,
 TU2343'ABOUT 2 FEET LOWER THAN STATION MARK.
 TU2343'
 TU2343'NOTE--THE DIFFERENCE IN DISTANCE TO RM NO. 1 WAS NOTED AND
 TU2343'CHECKED AND THE 1967 DISTANCE IS CORRECT.  IT IS BELIEVED THAT THE
 TU2343'1949 DISTANCE IS THE SLOPE DISTANCE FROM TOP OF IRON SHAFT TO THE
 TU2343'REFERENCE MARK, AS INDICATED BY A CHECK.
 TU2343
 TU2343                          STATION RECOVERY (1977)
 TU2343
 TU2343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2343'THE STATION IS LOCATED IN THE VOLCANOES NATIONAL PARK, ABOUT 5
 TU2343'1/2 MILES SOUTHEAST OF THE PARK HEADQUARTERS BUILDING AND 1/2
 TU2343'MILE NORTH OF THE CHAIN OF CRATERS ROAD, ON THE WEST RIM OF A
 TU2343'PROMINENT, WOODED VOLCANIC CONE.
 TU2343'
 TU2343'TO REACH THE STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2343'HEADQUARTERS, GO EAST FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN
 TU2343'RIGHT AND GO EAST, AND SOUTHEASTERLY 0.45 MILE TO A T-ROAD.  TURN
 TU2343'LEFT AND GO EAST 2.45 MILES TO CROSSROAD.  TURN LEFT AND GO EAST
 TU2343'FOR 2.15 MILES TO SIDE ROAD RIGHT.  CONTINUE EAST 1.55 MILES TO
 TU2343'CROSSROAD AND A LOCKED GATE ON THE LEFT.  KEY MAY BE OBTAINED AT
 TU2343'THE PARK HEADQUARTERS.  TURN LEFT AND GO NORTH 0.55 MILE TO A
 TU2343'TRACK ROAD RIGHT AT THE NORTH END OF A LAVA FLOW.  TURN RIGHT
 TU2343'AND GO EAST ON TRACK ROAD 0.15 MILE TO A LAVA FLOW AND THE END
 TU2343'OF THE ROAD.  PACK EAST ON THE TRAIL ON THE LAVA FLOW TO A FORK
 TU2343'AT A BETTER TRAIL.  BEAR LEFT AND FOLLOW THIS BETTER MARKED
 TU2343'TRAIL TO A FORK AT A SIGNBOARD AT THE SOUTH SIDE OF A GRASS
 TU2343'COVERED HILL.  PACK NORTH ON TRAIL TO TOP AND THE
 TU2343'STATION SITE.  IT IS ABOUT A 1/2 HOUR PACK.
 TU2343'
 TU2343'THE STATION IS MARKED WITH A TYPE D-1 SIGNAL BUILT BY THE
 TU2343'HAWAII TERRITORIAL SURVEY.  THIS CONSISTS OF A TRIANGULAR, CONCRETE
 TU2343'PLATFORM ABOUT 7 FEET ON EACH SIDE AND PROJECTING 3 INCHES.  IN
 TU2343'THE CENTER OF THE PLATFORM IS AN 8 INCH TRIANGULAR HOLE ABOUT
 TU2343'7 INCHES DEEP.  AT THE BOTTOM OF THIS HOLE IS A 1 INCH DIAMETER
 TU2343'HOLE IN ROCK WHICH IS ASSUMED TO BE THE STATION MARK.  A 2 INCH
 TU2343'IRON SHAFT, 2 FEET LONG, IS MOUNTED VERTICALLY OVER THE CENTER OF
 TU2343'THE HOLE, SUPPORTED BY 3 IRON LEGS EMBEDDED IN THE PLATFORM,
 TU2343'AND HOLDS A RED AND WHITE METAL TARGET 8 FEET HIGH.  THE STATION
 TU2343'IS 7 FEET WEST OF THE CLIFF AND ABOUT 50 FEET NORTH OF A STONE
 TU2343'OBSERVATION POINT ON THE CRATER RIM.
 TU2343'
 TU2343'BENCH MARK 3440 USGS SERVES AS REFERENCE MARK NUMBER 2.  IT IS
 TU2343'A USGS DISK, STAMPED 3440 1912, CEMENTED IN A DRILL HOLE IN A
 TU2343'BEDROCK LEDGE, 1 FOOT SOUTH OF THE CLIFF EDGE, AND ABOUT LEVEL
 TU2343'WITH THE STATION.  MEASUREMENTS MADE ON THIS DATE ARE COMPATIBLE
 TU2343'WITH THE 1967 ONES.
 TU2343'
 TU2343'REFERENCE MARK 3, STAMPED PUU HULUHULU HGS 1891 NO 3 1977, IS A
 TU2343'NGS TABLET CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT 1-1/2 FEET
 TU2343'SOUTH OF THE EDGE OF A CLIFF AND ABOUT LEVEL WITH THE STATION.
 TU2343'
 TU2343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2343'5-1/2 MILES SE OF HAWAII VOLCANOES NATIONAL PARK HEADQUARTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1577 ***********************************************************************
 TU1577  DESIGNATION -  PUU IKI
 TU1577  PID         -  TU1577
 TU1577  STATE/COUNTY-  HI/HONOLULU
 TU1577  USGS QUAD   -  HALEIWA (1983)
 TU1577
 TU1577                         *CURRENT SURVEY CONTROL
 TU1577  ___________________________________________________________________
 TU1577* NAD 83(1993)-  21 32 18.99053(N)    158 07 21.88547(W)     ADJUSTED  
 TU1577* LOCAL TIDAL -       348.6    (meters)    1144.     (feet)  VERT ANG  
 TU1577  ___________________________________________________________________
 TU1577  EPOCH DATE  -        1993.62
 TU1577  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 TU1577  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1577
 TU1577  HORZ ORDER  -  FIRST
 TU1577
 TU1577.The horizontal coordinates were established by classical geodetic methods
 TU1577.and adjusted by the National Geodetic Survey in December 1998..
 TU1577.The horizontal coordinates are valid at the epoch date displayed above.
 TU1577.The epoch date for horizontal control is a decimal equivalence
 TU1577.of Year/Month/Day.
 TU1577
 TU1577.The orthometric height was determined by vertical angle observations.
 TU1577
 TU1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1577
 TU1577.The geoid height was determined by GEOID03.
 TU1577
 TU1577;                    North         East     Units Scale Factor Converg.
 TU1577;SPC HI 3     -    41,186.598   487,284.517   MT  0.99999200   -0 02 42.2
 TU1577;UTM  04      - 2,382,014.146   590,843.497   MT  0.99970197   +0 19 19.5
 TU1577
 TU1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1577!SPC HI 3     -   0.99994280  x   0.99999200  =   0.99993480
 TU1577!UTM  04      -   0.99994280  x   0.99970197  =   0.99964478
 TU1577
 TU1577|---------------------------------------------------------------------|
 TU1577| PID    Reference Object                     Distance      Geod. Az  |
 TU1577|                                                           dddmmss.s |
 TU1577| CJ8983 PUU IKI RM 3                          4.938 METERS 01359     |
 TU1577| CJ8982 PUU IKI RM 2                         11.161 METERS 06638     |
 TU1577| CJ8984 PUU IKI RM 4                         42.355 METERS 14126     |
 TU1577| CJ8981 PUU IKI RM 1                         42.395 METERS 14127     |
 TU1577| TU1529 MT KAALA SE RADAR DOME              APPROX. 4.0 KM 2102306.5 |
 TU1577| TU1578 RAIN GAUGE 1963                       6.430 METERS 26724     |
 TU1577| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 3.9 KM 3562440.3 |
 TU1577|---------------------------------------------------------------------|
 TU1577
 TU1577                          SUPERSEDED SURVEY CONTROL
 TU1577
 TU1577  NAD 83(1986)-  21 32 18.94045(N)    158 07 21.89707(W) AD(       ) 1
 TU1577  OLD HI      -  21 32 30.35404(N)    158 07 31.79796(W) AD(       ) 1
 TU1577
 TU1577.Superseded values are not recommended for survey control.
 TU1577.NGS no longer adjusts projects to the OLD HI datum.
 TU1577.See file dsdata.txt to determine how the superseded data were derived.
 TU1577
 TU1577_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9084382014(NAD 83)
 TU1577_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1577_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1577_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1577
 TU1577  HISTORY     - Date     Condition        Report By
 TU1577  HISTORY     - 1927     MONUMENTED       CGS
 TU1577  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1577  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1577  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1577  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1577
 TU1577                          STATION DESCRIPTION
 TU1577
 TU1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1577'IN WESTERN PART OF OAHU, IN WAIALUA DISTRICT, ON THE NORTH SLOPE
 TU1577'OF THE WAIANAE RANGE, ON THE HIGH POINT OF THE NORTH END OF THE
 TU1577'LARGE BROAD RIDGE (BARE) DIRECTLY SOUTH OF THE WAIALUA SUGAR MILLS,
 TU1577'AND ABOUT 2-1/2 MILES DISTANT FROM THE MILL BUILDING.  TAKE THE
 TU1577'LEFTHAND DIRT ROAD AT THE JUNCTION OF THE HALEIWA AND WAIALUA
 TU1577'ROADS, AND DRIVE PAST AN OLD ABANDONED CHURCH TO BEGIN THE
 TU1577'CLIMB.  MARKED ACCORDING TO NOTE 6A, A STANDARD DISK STATION
 TU1577'MARK IN CONCRETE IN TOP OF TILE.  REFERENCE MARKS WERE SET AS
 TU1577'FOLLOWS--NO. 1, NOTE 12A, STANDARD REFERENCE DISK IN
 TU1577'OUTCROPPING BEDROCK, 42.395 METERS (139.09 FEET), FROM STATION
 TU1577'IN AZIMUTH 321 DEG 27 MIN.  NO. 2, NOTE 13A, STANDARD
 TU1577'REFERENCE DISK IN CONCRETE IN TILE, 11.161 METERS (36.62
 TU1577'FEET) FROM STATION IN AZIMUTH 246 DEG 38 MIN.  RE-MARKED
 TU1577'ACCORDING TO NOTE 14A IN 1929.
 TU1577
 TU1577                          STATION RECOVERY (1945)
 TU1577
 TU1577'RECOVERY NOTE BY US ARMY 1945
 TU1577'ON THE N END OF A BROAD BARE RIDGE, ABOUT 2-1/2 MILES S OF WAIALUA
 TU1577'SUGAR MILLS.  TO REACH STATION, TAKE DIRT ROAD JUST W OF UNDERPASS
 TU1577'OF HIGHWAY 11, FOLLOW THIS ROAD S ALONG RAILROAD TAKING RIGHT
 TU1577'FORK AT -- MILES, THEN NEXT FORK  TO LEFT FOLLOWING ALONG EDGE
 TU1577'OF CANE FIELD TO NEXT ROAD ON LEFT, PASS THROUGH GATE TO LEFT
 TU1577'AND THENCE TO TOP OF HILL AND STATION.
 TU1577'
 TU1577'STATION IS MARKED ACCORDING TO NOTE 14A.  MARKS ARE IN GOOD
 TU1577'CONDITION.
 TU1577
 TU1577                          STATION RECOVERY (1961)
 TU1577
 TU1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CDU)
 TU1577'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 TU1577'CONDITION.  RM 2 WAS FOUND TO BE COMPLETELY LOOSE AND WAS REMOVED
 TU1577'FROM THE STATION SITE.  NEW DESCRIPTION FOLLOWS--
 TU1577'
 TU1577'THE STATION IS LOCATED AT THE NORTH END OF THE WAIANAE RANGE,
 TU1577'ON THE NORTH END OF A BROAD RIDGE ABOUT 2-1/2 MILES SOUTH OF THE
 TU1577'TOWN OF WAIALUA.
 TU1577'
 TU1577'TO REACH THE STATION FROM WEED CIRCLE DRIVE SSW OF KAUKANAHUA
 TU1577'ROAD (STATE HWY. 83) FOR 1.1 MILES TO THOMPSON CORNER, TURN RIGHT
 TU1577'ON FARRINGTON HWY. (STATE HWY. 99) AND DRIVE 0.9 MI TO KAHUI
 TU1577'STREET, TURN LEFT AND GO 200 FT. TO UNSURFACED ROAD LEFT, BEAR
 TU1577'LEFT AND GO 0.25 MI TO SURFACED SUGAR CO. ROAD, BEAR RIGHT AND GO
 TU1577'0.2 MI TO Y IN ROAD, TAKE RIGHT FORK AND GO 0.4 MI TO ANOTHER Y
 TU1577'IN ROAD (KAHUA RANCH), TAKE RIGHT FORK AND FOLLOW ROAD THRU
 TU1577'CANE FIELDS FOR 0.7 MI TO LOCKED GATE ON LEFT (KEY TO GATE MAY
 TU1577'BE GOTTEN AT KAHUA RANCH), TURN LEFT AND FOLLOW JEEP TRAIL
 TU1577'FOR 1.0 MI TO GATE (NORMALLY UNLOCKED), CONTINUE ON THRU GATE
 TU1577'FOR 1.0 MI TO FIRST TRAIL ON RIGHT, TURN RIGHT AND PROCEED 0.1
 TU1577'MI TO END OF RIDGE (N END) AND STATION.
 TU1577'
 TU1577'THE STATION IS MARKED WITH A STANDARD DISK STAMPED PUU IKI 1927
 TU1577'SET IN TOP OF A CONCRETE FILLED TILE.  A TYPE A HAWAIIAN
 TU1577'TERRITORIAL SURVEY MONUMENT IS CENTERED OVER THE STATION MARK.  RM
 TU1577'1 IS A STANDARD DISK STAMPED PUU IKI NO 1 1927 SET IN OUTCROPPING
 TU1577'BED ROCK.
 TU1577
 TU1577                          STATION RECOVERY (1963)
 TU1577
 TU1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1577'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER THE STAMPING
 TU1577'COULD NOT BE CHECKED BECAUSE THE IRON YOKE OF THE HAWAII TERRITORY
 TU1577'SURVEY SIGNAL RESTS NEARLY ON IT.  BOTH REFERENCE MARKS HAVE BEEN
 TU1577'DESTROYED.  TWO NEW REFERENCE MARKS, NUMBERS THREE AND FOUR, WERE
 TU1577'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1577'
 TU1577'STATION IS LOCATED, AIRLINE, ABOUT 2 MILES SOUTH OF WAIALUA,
 TU1577'1-1/4 MILE SOUTH OF THE KAHUA RANCH OFFICE, AND 5 MILES NORTHWEST
 TU1577'OF SCHOFIELD BARRACKS, ON A HILL OF 1146 FEET ELEVATION THAT HAS
 TU1577'AN OLD, WARTIME, CONCRETE, OBSERVATION POST ON IT.
 TU1577'
 TU1577'TO REACH STATION FROM THE HIGHWAY OVERPASS AT SOUTH END OF
 TU1577'WAIALUA, GO WEST ON STATE HIGHWAY 99 FOR 0.05 MILE.  TURN LEFT
 TU1577'AND GO 0.05 MILE ON KAHUI ST.  FORK LEFT, ONTO DIRT ROAD, AND GO
 TU1577'0.45 MILE.  TAKE RIGHT FORK AND GO 0.4 MILE TO FORK AT CORRALS
 TU1577'ON RIGHT.  (KAHUA RANCH OFFICE IS 0.2 MILE UP THE RIGHT FORK,
 TU1577'WHERE KEY FOR LOCKED GATE MAY BE OBTAINED.) ABOUT 50 YARDS UP
 TU1577'THIS RIGHT FORK A ROAD FORKS LEFT UP INTO THE SUGAR CANE
 TU1577'FIELD.  TAKE THIS LEFT FORK AND GO 0.65 MILE TO LOCKED GATE ON
 TU1577'LEFT.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 1.0 MILE
 TU1577'TO METAL GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.9 MILE
 TU1577'TO SIDE ROAD RIGHT, 75 YARDS BEFORE REACHING TWO BOARD GATES.
 TU1577'TURN SHARP RIGHT AND GO 0.1 MILE TO END OF ROAD AND STATION.
 TU1577'
 TU1577'STATION MARK IS A STANDARD DISK, STAMPING UNKNOWN, SET IN
 TU1577'CONCRETE IN THE TOP OF A 4-INCH, IRON PIPE THAT PROJECTS 1 FOOT
 TU1577'ABOVE GROUND.  IT IS 21.1 FEET EAST OF A METAL RAIN GAUGE AND 15
 TU1577'FEET SOUTH OF THE SOUTHEAST CORNER OF THE OBSERVATION POST.  A
 TU1577'TYPE A, HAWAII TERRITORY SURVEY SIGNAL IS CENTERED OVER THE
 TU1577'MARK.  THE CONCRETE FLOOR OF THE SIGNAL IS 3 FEET ABOVE GROUND.
 TU1577'
 TU1577'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PUU IKI
 TU1577'NO 3 1927 1963, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER
 TU1577'OF THE OBSERVATION POST, ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU1577'
 TU1577'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED PUU IKI
 TU1577'NO 4 1927 1963, CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF
 TU1577'A LARGE, RED BOULDER, ABOUT 5 FEET HIGHER THAN STATION
 TU1577'MARK.  (NOTE--THIS IS THE SAME BOULDER THAT REFERENCE MARK NUMBER
 TU1577'ONE WAS LOCATED IN, AND THE HOLE WAS DRILLED AT THE FRONT END OF
 TU1577'THE LARGE DEPRESSION WHICH WAS FORMERLY FILLED WITH CEMENT AND
 TU1577'HELD R.M. NO. 1).
 TU1577
 TU1577                          STATION RECOVERY (1969)
 TU1577
 TU1577'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1577'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED AS
 TU1577'DESCRIBED IN THE 1963 DATA.  THE IRON YOKE THAT WAS COVERING
 TU1577'THE STATION DISK WAS REMOVED AND THE STAMPING ON IT IS PUU IKI
 TU1577'1927.  A SLIGHT CHANGE IN THE DISTANCE AND DIRECTION TO THE
 TU1577'REFERENCE MARKS WAS FOUND.
 TU1577'
 TU1577'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THICK TREES ON LINE.
 TU1577'
 TU1577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1577'2 MILES SOUTH OF WAIALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3418 ***********************************************************************
 TU3418  DESIGNATION -  PUU ILOLI RESET
 TU3418  PID         -  TU3418
 TU3418  STATE/COUNTY-  HI/MAUI
 TU3418  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3418
 TU3418                         *CURRENT SURVEY CONTROL
 TU3418  ___________________________________________________________________
 TU3418* NAD 83(1993)-  21 06 17.45310(N)    157 06 58.45649(W)     ADJUSTED  
 TU3418* LOCAL TIDAL -        35.     (meters)     115.     (feet)  VERT ANG  
 TU3418  ___________________________________________________________________
 TU3418  EPOCH DATE  -        1993.62
 TU3418  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TU3418  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU3418
 TU3418  HORZ ORDER  -  THIRD
 TU3418
 TU3418.The horizontal coordinates were established by classical geodetic methods
 TU3418.and adjusted by the National Geodetic Survey in December 1998..
 TU3418.The horizontal coordinates are valid at the epoch date displayed above.
 TU3418.The epoch date for horizontal control is a decimal equivalence
 TU3418.of Year/Month/Day.
 TU3418
 TU3418.The orthometric height was determined by vertical angle observations.
 TU3418.No vertical observational check was made to the station.
 TU3418
 TU3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3418
 TU3418.The geoid height was determined by GEOID03.
 TU3418
 TU3418;                    North         East     Units Scale Factor Converg.
 TU3418;SPC HI 2     -    85,480.165   453,291.817   MT  0.99999362   -0 09 42.8
 TU3418;UTM  04      - 2,334,910.024   695,666.400   MT  1.00007314   +0 40 42.6
 TU3418
 TU3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3418!SPC HI 2     -   0.99999201  x   0.99999362  =   0.99998563
 TU3418!UTM  04      -   0.99999201  x   1.00007314  =   1.00006515
 TU3418
 TU3418|---------------------------------------------------------------------|
 TU3418| PID    Reference Object                     Distance      Geod. Az  |
 TU3418|                                                           dddmmss.s |
 TU3418| CN6069 PUU ILOLI RM 1                        7.567 METERS 03709     |
 TU3418| TU3421 KALA                                APPROX. 2.5 KM 2421053.7 |
 TU3418| CN6070 PUU ILOLI RM 2                        7.583 METERS 28816     |
 TU3418|---------------------------------------------------------------------|
 TU3418
 TU3418                          SUPERSEDED SURVEY CONTROL
 TU3418
 TU3418  NAD 83(1986)-  21 06 17.40882(N)    157 06 58.40811(W) AD(       ) 3
 TU3418  OLD HI      -  21 06 28.85900(N)    157 07 08.53800(W) AD(       ) 3
 TU3418
 TU3418.Superseded values are not recommended for survey control.
 TU3418.NGS no longer adjusts projects to the OLD HI datum.
 TU3418.See file dsdata.txt to determine how the superseded data were derived.
 TU3418
 TU3418_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9566634910(NAD 83)
 TU3418
 TU3418  HISTORY     - Date     Condition        Report By
 TU3418  HISTORY     - 1962     MONUMENTED       CGS
 TU3418  HISTORY     - 1915     SEE DESCRIPTION  CGS
 TU3418  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3418  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3418  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3418
 TU3418                          STATION DESCRIPTION
 TU3418
 TU3418'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (ERH)
 TU3418'ON SOUTHERN COAST OF MOLOKAI, ON SMALL HILL OF SAME NAME, 400
 TU3418'METERS FROM SHORE, 160 METERS ABOVE ROAD, AT A POINT 6-1/4 MILES
 TU3418'WEST FROM KAUNAKAKAI.  IT IS 1-1/4 MILES WEST OF DEEP COVE WHERE
 TU3418'MANGROVE IS PLANTED, AND AT BASE WHERE THE STEEP SLOPES OF MAUNA
 TU3418'LOA JOIN THE COMPARATIVELY GENTLE SLOPES WHICH LIE WEST OF
 TU3418'KAUNAKAKAI.  IN 1915 A LARGE WHITEWASHED CAIRN WAS FOUND OVER
 TU3418'THE STATION, SO MARKS WERE NOT SEARCHED FOR.
 TU3418
 TU3418                          STATION RECOVERY (1930)
 TU3418
 TU3418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3418'STATION WAS RECOVERED AS DESCRIBED.  A LARGE WHITEWASHED CAIRN
 TU3418'STILL EXISTS OVER THE STATION, SO THE MARKS WERE NOT SEARCHED FOR.
 TU3418
 TU3418                          STATION RECOVERY (1962)
 TU3418
 TU3418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3418'STATION IS LOCATED ABOUT 6-1/4 MILES AIRLINE WEST OF KAUNAKAKAI,
 TU3418'ALONG THE SOUTH SHORE OF MOLOKAI ISLAND, ON A SMALL HILL OF THE
 TU3418'SAME NAME.
 TU3418'
 TU3418'TO REACH THE STATION FROM THE POST OFFICE IN KAUNAKAKAI GO
 TU3418'WESTERLY ON STATE HIGHWAY 46 FOR 2.6 MILES TO A REVERSE-Y ON LEFT
 TU3418'AT BOTTOM OF GRADE.  TURN SHARP RIGHT AND GO SOUTH ON OLD PAVED
 TU3418'ROAD TO SECOND SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRAVEL
 TU3418'ROAD FOR 1.45 MILES TO A FORK, TAKE RIGHT FORK ACROSS CATTLE
 TU3418'GUARD FOR 0.15 MILE TO A REVERSE-Y ON RIGHT.  ANGLE LEFT AND GO
 TU3418'WEST FOR 0.65 MILE TO A FORK.  TAKE RIGHT FORK STRAIGHT AHEAD
 TU3418'FOR 0.9 MILE TO A FORK.  TAKE RIGHT FORK ALONG THE TOP OF A DIKE
 TU3418'FOR 0.8 MILE TO A CROSSROAD.  CONTINUE AHEAD ON DIKE ROAD FOR
 TU3418'1.0 MILE TO FORK, TAKE RIGHT FORK OFF OF DIKE AND CONTINUE
 TU3418'ON TRACK ROAD FOR 0.7 MILE TO METAL GATE.  PASS THROUGH GATE
 TU3418'FOR 0.25 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 TU3418'NORTHERLY THROUGH TREES TO THE BASE OF A RIDGE.  FOLLOW GAME TRAIL
 TU3418'UP LEFT SIDE OF RIDGE FOR ABOUT 200 YARDS TO THE TOP OF THE
 TU3418'HILL AND STATION.
 TU3418'
 TU3418'THE STATION MARK IS A STANDARD DISK STAMPED, PUU ILOLI 1915 1962,
 TU3418'BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT IS SET IN CEMENT
 TU3418'AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND, 7 FEET
 TU3418'NORTHWEST OF A 4 X 4 POST THAT IS SET ON TOP OF A GROUP OF LARGE
 TU3418'BOULDERS THAT PROJECTS ABOUT 3 FEET ABOVE THE SURROUNDING AREA.
 TU3418'
 TU3418'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, PUU ILOLI NO 1
 TU3418'1915 1962, CEMENTED IN A DRILL HOLE IN A LAVA BOULDER THAT PROJECTS
 TU3418'TWO FEET ABOVE GROUND AND ABOUT TWO FEET HIGHER THAN THE STATION.
 TU3418'
 TU3418'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, PUU ILOLI NO 2
 TU3418'1915 1962, CEMENTED IN A DRILL HOLE IN A LAVA BOULDER THAT PROJECTS
 TU3418'1 FOOT AND IS ABOUT LEVEL WITH THE STATION MARK.
 TU3418'
 TU3418'STATION KALA WILL SERVE AS THE AZIMUTH MARK.
 TU3418
 TU3418                          STATION RECOVERY (1967)
 TU3418
 TU3418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3418'STATION AND ALL REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 TU3418'ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2940 ***********************************************************************
 TU2940  DESIGNATION -  PUU IO 1879
 TU2940  PID         -  TU2940
 TU2940  STATE/COUNTY-  HI/MAUI
 TU2940  USGS QUAD   -  MAKENA (1995)
 TU2940
 TU2940                         *CURRENT SURVEY CONTROL
 TU2940  ___________________________________________________________________
 TU2940* NAD 83(1993)-  20 40 20.53557(N)    156 22 58.95746(W)     ADJUSTED  
 TU2940* LOCAL TIDAL -       866.2    (meters)    2842.     (feet)  VERT ANG  
 TU2940  ___________________________________________________________________
 TU2940  EPOCH DATE  -        1993.62
 TU2940  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 TU2940  GEOID HEIGHT-          17.11  (meters)                     GEOID03
 TU2940
 TU2940  HORZ ORDER  -  THIRD
 TU2940
 TU2940.The horizontal coordinates were established by classical geodetic methods
 TU2940.and adjusted by the National Geodetic Survey in December 1998..
 TU2940.The horizontal coordinates are valid at the epoch date displayed above.
 TU2940.The epoch date for horizontal control is a decimal equivalence
 TU2940.of Year/Month/Day.
 TU2940
 TU2940.The orthometric height was determined by vertical angle observations.
 TU2940
 TU2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2940
 TU2940.The geoid height was determined by GEOID03.
 TU2940
 TU2940;                    North         East     Units Scale Factor Converg.
 TU2940;SPC HI 2     -    37,559.643   529,551.364   MT  0.99997745   +0 06 00.5
 TU2940;UTM  04      - 2,288,087.829   772,637.887   MT  1.00051873   +0 55 27.9
 TU2940
 TU2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2940!SPC HI 2     -   0.99986118  x   0.99997745  =   0.99983863
 TU2940!UTM  04      -   0.99986118  x   1.00051873  =   1.00037984
 TU2940
 TU2940:                Primary Azimuth Mark                     Grid Az
 TU2940:SPC HI 2     -  KEOKEA KULA SANITORIUM LT ROD            039 46 32.6
 TU2940:UTM  04      -  KEOKEA KULA SANITORIUM LT ROD            038 57 05.2
 TU2940
 TU2940|---------------------------------------------------------------------|
 TU2940| PID    Reference Object                     Distance      Geod. Az  |
 TU2940|                                                           dddmmss.s |
 TU2940| TU2869 KEOKEA KULA SANITORIUM LT ROD       APPROX. 4.2 KM 0395233.1 |
 TU2940| TU2939 PUU IO 1965 RM 1                      1.651 METERS 09515     |
 TU2940| TU2924 MAUI RADIO RANGE TOWER              APPROX. 7.9 KM 2352611.1 |
 TU2940|---------------------------------------------------------------------|
 TU2940
 TU2940                          SUPERSEDED SURVEY CONTROL
 TU2940
 TU2940  NAD 83(1986)-  20 40 20.50657(N)    156 22 58.95005(W) AD(       ) 3
 TU2940  OLD HI      -  20 40 31.99500(N)    156 23 09.08700(W) AD(       ) 3
 TU2940
 TU2940.Superseded values are not recommended for survey control.
 TU2940.NGS no longer adjusts projects to the OLD HI datum.
 TU2940.See file dsdata.txt to determine how the superseded data were derived.
 TU2940
 TU2940_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7263888088(NAD 83)
 TU2940
 TU2940  HISTORY     - Date     Condition        Report By
 TU2940  HISTORY     - 1879     MONUMENTED       HIGS
 TU2940  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2940  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2940  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2940  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU2940  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2940
 TU2940                          STATION DESCRIPTION
 TU2940
 TU2940'DESCRIBED BY HAWAII GEODETIC SURVEY 1879
 TU2940'IN THE SOUTHWEST PART OF EAST MAUI, KULA DISTRICT, ON THE
 TU2940'SUMMIT OF THE HILL PUU IO, NEAR ITS WEST END AND JUST BELOW
 TU2940'THE GOVERNMENT ROAD IN THE LAND OF PAEAHU.  MARKED BY A CONCRETE
 TU2940'POST.
 TU2940
 TU2940                          STATION RECOVERY (1929)
 TU2940
 TU2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2940'NOTE--GOVT. ROAD MENTIONED IS THE OLD GOVT. ROAD AND IS ABOUT
 TU2940'ONE MILE MAUKA OF PRESENT GOVT. ROAD.
 TU2940'
 TU2940'MARK FOUND.  CONCRETE POST.
 TU2940'
 TU2940'NEW MARK--STANDARD BRONZE TABLET SET IN A CONCRETE PIER, OVER
 TU2940'WHICH WAS BUILT A TYPE A HAWAII TERRITORY SURVEY TRIANGULATION
 TU2940'STATION MONUMENT.
 TU2940
 TU2940                          STATION RECOVERY (1950)
 TU2940
 TU2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2940'STATION WAS RECOVERED IN GOOD CONDITION.
 TU2940'
 TU2940'TO REACH FROM THE WAIAKOA POST OFFICE--GO SOUTHWESTERLY ON
 TU2940'PAVED ROAD FOR 4.4 MILES, TAKE LEFT FORK AS PER SIGN KEOKEA AND
 TU2940'KULA SAN. AND GO ABOUT 200 FEET, THEN TAKE RIGHT FORK AND FOLLOW
 TU2940'RED DIRT ROAD WESTERLY FOR 2.8 MILES TO GATE AT LARGE BARN.  TAKE
 TU2940'RIGHT FORK AND CONTINUE AHEAD FOR 0.4 MILES TO GATE ON
 TU2940'RIGHT.  TURN RIGHT THROUGH GATE THEN GO RIGHT ABOUT 0.2 MILES TO
 TU2940'TOP OF HILL AND STATION.
 TU2940
 TU2940                          STATION RECOVERY (1961)
 TU2940
 TU2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRP)
 TU2940'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY
 TU2940'C.T. HUSEMEYER IN 1950 AND FOUND TO BE IN GOOD CONDITION.  A
 TU2940'MODIFIED DESCRIPTION FOLLOWS--
 TU2940'
 TU2940'TO REACH THE STATION FROM THE WAIAKOA POST OFFICE, GO SOUTHERLY
 TU2940'ON HAWAII HIGHWAY 37 FOR 4.4 MILES TO A FORK, TAKE THE LEFT
 TU2940'FORK AS PER SIGN KEOKEA AND KULA SANATORIUM AND GO ABOUT 200
 TU2940'FEET TO A SIDE ROAD RIGHT.  TURN RIGHT (WESTERLY) FOR 1.7 MILES
 TU2940'TO A GATE, CONTINUE THROUGH THE GATE FOR 0.5 MILES TO ANOTHER
 TU2940'GATE, CONTINUE THROUGH GATE FOR 0.5 MILES TO A GATE AT THE RUINS
 TU2940'OF AN OLD BARN ON THE LEFT.  ONLY THE FOUNDATIONS OF THE BARN
 TU2940'REMAIN STANDING.  CONTINUE AHEAD FOR 0.2 MILES TO STATION HILL
 TU2940'AND THE END OF TRUCK TRAVEL.  STATION IS ON THE WESTERN END
 TU2940'OF THE HILL AND ABOUT 10 FEET BELOW THE HIGHEST POINT.
 TU2940
 TU2940                          STATION RECOVERY (1965)
 TU2940
 TU2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU2940'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A
 TU2940'REFERENCE MARK WAS SET AT THE STATION.  REFERENCE MARK IS A
 TU2940'STANDARD DISK STAMPED PUU IO NO 1 1929, SET IN A CONCRETE
 TU2940'FILLED 2 IN IRON PIPE DRIVEN FLUSH WITH THE GROUND ABOUT ONE FOOT
 TU2940'FROM THE EDGE OF THE CONCRETE BASE.  REFERENCE MARK WAS USED AS
 TU2940'A SHORAN STATION IN 1965.
 TU2940
 TU2940                          STATION RECOVERY (1968)
 TU2940
 TU2940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2940'STATION MARK AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  A
 TU2940'COMPLETE DESCRIPTION FOLLOWS--
 TU2940'
 TU2940'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF THE KULA
 TU2940'SANATORIUM, 2 MILES NORTHEAST OF THE ULUPALAKUA RANCH
 TU2940'HEADQUARTERS AND POST OFFICE, IN PASTURE LAND OF THE ULUPALAKUA
 TU2940'RANCH, ON THE SUMMIT OF PUU IO, A BARE HILL OF ABOUT 2842 FEET
 TU2940'ELEVATION.
 TU2940'
 TU2940'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA RANCH
 TU2940'HEADQUARTERS, GO NORTH ON STATE HIGHWAY 37 FOR 1.1 MILES TO
 TU2940'JUNCTION WITH STATE HIGHWAY 31.  CONTINUE NORTH FOR 0.5 MILE
 TU2940'TO BOARD GATE ON RIGHT.  PASS THROUGH GATE AND FOLLOW TRACK
 TU2940'ROAD UPGRADE FOR 0.75 MILE.  TAKE LEFT FORK AND GO 0.3 MILE TO
 TU2940'WIRE GATE AT LARGE TREE ROW.  PASS THROUGH GATE AND GO LEFT ON
 TU2940'TRACK ROAD ALONG FENCE FOR 0.25 MILE TO END OF TRUCK TRAVEL,
 TU2940'OPPOSITE STATION HILL ON LEFT.  PACK WEST ABOUT 700 FEET TO
 TU2940'STATION.
 TU2940'
 TU2940'STATION MARK IS AN HTS DISK, UNSTAMPED, SET IN CONCRETE 4
 TU2940'INCHES BELOW GROUND LEVEL, ON THE FLAT WEST END OF THE
 TU2940'HILLTOP.  THERE IS A TYPE A SIGNAL CENTERED OVER THE MARK, WITH
 TU2940'THE 6-FOOT-SQUARE, CONCRETE PLATFORM 2 FEET ABOVE GROUND, AND A
 TU2940'RED AND WHITE METAL TARGET EXTENDING 8 FEET ABOVE THE PLATFORM.
 TU2940'
 TU2940'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU IO NO 1
 TU2940'1929, SET IN A MASS OF CONCRETE ABOUT 16 INCHES IN DIAMETER,
 TU2940'FLUSH WITH GROUND.  IT IS 14 INCHES NORTHEAST OF THE SOUTHEAST
 TU2940'CORNER OF THE PLATFORM AND HIDDEN BY TALL GRASS.
 TU2940'
 TU2940'NOTE--KEY FOR LOCKED GATE WAS OBTAINED FROM THE ULUPALAKUA
 TU2940'RANCH OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2939 ***********************************************************************
 TU2939  DESIGNATION -  PUU IO 1965 RM 1
 TU2939  PID         -  TU2939
 TU2939  STATE/COUNTY-  HI/MAUI
 TU2939  USGS QUAD   -  MAKENA (1995)
 TU2939
 TU2939                         *CURRENT SURVEY CONTROL
 TU2939  ___________________________________________________________________
 TU2939* NAD 83(1993)-  20 40 20.53065(N)    156 22 58.90064(W)     ADJUSTED  
 TU2939* LOCAL TIDAL -       866.     (meters)    2841.     (feet)  SCALED    
 TU2939  ___________________________________________________________________
 TU2939  EPOCH DATE  -        1993.62
 TU2939  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 TU2939  GEOID HEIGHT-          17.11  (meters)                     GEOID03
 TU2939
 TU2939  HORZ ORDER  -  THIRD
 TU2939
 TU2939.The horizontal coordinates were established by classical geodetic methods
 TU2939.and adjusted by the National Geodetic Survey in December 1998..
 TU2939.No horizontal observational check was made to the station.
 TU2939.The horizontal coordinates are valid at the epoch date displayed above.
 TU2939.The epoch date for horizontal control is a decimal equivalence
 TU2939.of Year/Month/Day.
 TU2939
 TU2939.The orthometric height was scaled from a topographic map.
 TU2939
 TU2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2939
 TU2939.The geoid height was determined by GEOID03.
 TU2939
 TU2939;                    North         East     Units Scale Factor Converg.
 TU2939;SPC HI 2     -    37,559.495   529,553.009   MT  0.99997746   +0 06 00.5
 TU2939;UTM  04      - 2,288,087.705   772,639.534   MT  1.00051874   +0 55 27.9
 TU2939
 TU2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2939!SPC HI 2     -   0.99986121  x   0.99997746  =   0.99983867
 TU2939!UTM  04      -   0.99986121  x   1.00051874  =   1.00037988
 TU2939
 TU2939                          SUPERSEDED SURVEY CONTROL
 TU2939
 TU2939  NAD 83(1986)-  20 40 20.50172(N)    156 22 58.89323(W) AD(       ) 3
 TU2939  OLD HI      -  20 40 31.99000(N)    156 23 09.03000(W) AD(       ) 3
 TU2939
 TU2939.Superseded values are not recommended for survey control.
 TU2939.NGS no longer adjusts projects to the OLD HI datum.
 TU2939.See file dsdata.txt to determine how the superseded data were derived.
 TU2939
 TU2939_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7264088088(NAD 83)
 TU2939
 TU2939  HISTORY     - Date     Condition        Report By
 TU2939  HISTORY     - 1965     MONUMENTED       CGS
 TU2939
 TU2939                          STATION DESCRIPTION
 TU2939
 TU2939'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU2939'SEE STATION PUU IO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2547 ***********************************************************************
 TU2547  DESIGNATION -  PUU IO RESET=3983
 TU2547  PID         -  TU2547
 TU2547  STATE/COUNTY-  HI/HAWAII
 TU2547  USGS QUAD   -  MAKAHALAU (1981)
 TU2547
 TU2547                         *CURRENT SURVEY CONTROL
 TU2547  ___________________________________________________________________
 TU2547* NAD 83(1993)-  19 58 54.41770(N)    155 33 53.61907(W)     ADJUSTED  
 TU2547* LOCAL TIDAL -      1238.3    (meters)    4063.     (feet)  VERT ANG  
 TU2547  ___________________________________________________________________
 TU2547  EPOCH DATE  -        1993.62
 TU2547  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 TU2547  GEOID HEIGHT-          23.52  (meters)                     GEOID03
 TU2547
 TU2547  HORZ ORDER  -  SECOND
 TU2547
 TU2547.The horizontal coordinates were established by classical geodetic methods
 TU2547.and adjusted by the National Geodetic Survey in December 1998..
 TU2547.The horizontal coordinates are valid at the epoch date displayed above.
 TU2547.The epoch date for horizontal control is a decimal equivalence
 TU2547.of Year/Month/Day.
 TU2547
 TU2547.The orthometric height was determined by vertical angle observations.
 TU2547
 TU2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2547
 TU2547.The geoid height was determined by GEOID03.
 TU2547
 TU2547;                    North         East     Units Scale Factor Converg.
 TU2547;SPC HI 1     -   127,126.993   493,208.457   MT  0.99996724   -0 01 19.8
 TU2547;UTM  05      - 2,211,519.272   231,598.627   MT  1.00049049   -0 52 37.2
 TU2547
 TU2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2547!SPC HI 1     -   0.99980169  x   0.99996724  =   0.99976894
 TU2547!UTM  05      -   0.99980169  x   1.00049049  =   1.00029209
 TU2547
 TU2547|---------------------------------------------------------------------|
 TU2547| PID    Reference Object                     Distance      Geod. Az  |
 TU2547|                                                           dddmmss.s |
 TU2547| CN6072 PUU IO RM 2                           1.760 METERS 08327     |
 TU2547| CN6071 PUU IO RM 1                          11.564 METERS 15632     |
 TU2547| TU2548 EAST TANK 1948                       27.077 METERS 16603     |
 TU2547| TU2549 WEST TANK 1948                       28.542 METERS 17915     |
 TU2547| TU2555 HOLOHOLOKU RESET=3265               APPROX. 8.2 KM 2655104.2 |
 TU2547| TU2554 FENCE TANK                          APPROX. 6.2 KM 2714112.4 |
 TU2547|---------------------------------------------------------------------|
 TU2547
 TU2547                          SUPERSEDED SURVEY CONTROL
 TU2547
 TU2547  NAD 83(1986)-  19 58 54.39431(N)    155 33 53.62923(W) AD(       ) 2
 TU2547  OLD HI      -  19 59 05.40500(N)    155 34 03.63000(W) AD(       ) 2
 TU2547
 TU2547.Superseded values are not recommended for survey control.
 TU2547.NGS no longer adjusts projects to the OLD HI datum.
 TU2547.See file dsdata.txt to determine how the superseded data were derived.
 TU2547
 TU2547_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3159911519(NAD 83)
 TU2547
 TU2547  HISTORY     - Date     Condition        Report By
 TU2547  HISTORY     - 1876     MONUMENTED       HIGS
 TU2547  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2547  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2547  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2547
 TU2547                          STATION DESCRIPTION
 TU2547
 TU2547'DESCRIBED BY HAWAII GEODETIC SURVEY 1876
 TU2547'IN NORTHERN PART OF HAWAII, ON PUU IO, AT THE FOOT OF MAUNA KEA,
 TU2547'ON THE BROW OF THE HILL TO THE NORTHEAST (NOT ON THE
 TU2547'SUMMIT).  MARKED BY A MAMANE POST AND A CAIRN OF STONES.  A
 TU2547'ROCK MARKED WITH TWO CROSSES IS N. 40 DEG E. FROM THE STATION,
 TU2547'DISTANT 8 FEET.
 TU2547
 TU2547                          STATION RECOVERY (1938)
 TU2547
 TU2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2547'LOCATION OF STATION--ON THE WESTERLY CRATER RIM OF THE HILL
 TU2547'CALLED PUU IO WHICH IS ABOUT 12 MILES EASTERLY FROM WAIMEA
 TU2547'VIA THE MANA ROAD AND ABOUT 1-1/2 MILES SOUTH OF THE MANA
 TU2547'DAIRY.  FOLLOW THE ROAD TO THE PUMP STATION ON THE SIDE OF PUU
 TU2547'IO HILL.
 TU2547'
 TU2547'OLD STATION MARK FOUND--U.S.G.S. BRONZE TABLET IN A 6 IN
 TU2547'CYLINDRICAL CONCRETE MONUMENT STAMPED 3983 FEET ELEVATION AND
 TU2547'COVERED WITH A SMALL STONEPILE.  THE H.T.S. MARK OF 1876, A
 TU2547'MAMANE POST, NO LONGER EXISTS.  A LARGE BOULDER WITH TWO LARGE
 TU2547'+S BEARS S 40 DEG E 9 FEET FROM THE BRONZE TABLET.  THE
 TU2547'BEARING TO THIS IMMOVABLE ROCK FROM THE H.T.S. STATION 1876 WAS
 TU2547'N 40 DEG E 8 FEET.  THE U.S.G.S. TABLET HAS BEEN ADOPTED
 TU2547'AS THE STATION SINCE IT APPARENTLY HAS BEEN ASSUMED TO BE THE
 TU2547'STATION BY SURVEYORS USING IT.  HOWEVER IT SHOULD BE
 TU2547'RETRIANGULATED ON.
 TU2547'
 TU2547'NEW TYPE OF STATION MARK--H.T.S. TYPE D MONUMENT SET OVER THE
 TU2547'U.S.G.S. BRONZE TABLET.
 TU2547
 TU2547                          STATION RECOVERY (1948)
 TU2547
 TU2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2547'THE 1876 STATION WAS NOT RECOVERED (A MAMANE POST AND
 TU2547'CAIRN).  THE PRESENT STATION IS THE CENTER OF A U.S.G.S BRONZE
 TU2547'DISK, STAMPED 3983, SET IN THE TOP OF A 6 INCH CYLINDRICAL
 TU2547'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2547'GROUND.  THIS STATION WAS ESTABLISHED ABOUT 1926 AND IT IS NOT
 TU2547'KNOWN IF THE ORIGINAL STATION WAS RECOVERED AT THIS TIME.  IN
 TU2547'1938 THE HAWAIIAN TERRITORIAL SURVEY SURROUNDED THIS STATION
 TU2547'BY A TRIANGULAR CONCRETE PLATFORM WHICH IS 7 FEET ON EACH SIDE
 TU2547'AND PROJECTS ABOUT 1 FOOT.  A NEW DESCRIPTION FOLLOWS--
 TU2547'
 TU2547'THE STATION IS LOCATED ON THE SUMMIT OF A LOW VOLCANIC KNOLL
 TU2547'KNOWN AS PUU IO, ABOUT 12 MILES NORTHWEST OF THE SUMMIT OF
 TU2547'MAUNA KEA, ABOUT 9 MILES SOUTHWEST OF HONOKAA, ABOUT 8 MILES
 TU2547'EAST SOUTHEAST OF WAIMEA AND 25 METERS NORTH OF TWO WOODEN
 TU2547'WATER TANKS.
 TU2547'
 TU2547'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO EAST ON THE ROAD
 TU2547'WHICH LEADS TOWARD HONOKAA FOR 2.1.  TURN RIGHT, ONTO A GRADED
 TU2547'ROAD, AND GO SOUTH AND EAST FOR 4.6 MILES.  CROSS OVER A
 TU2547'CATTLE GUARD, PASS TO THE RIGHT HAND SIDE OF A DAIRY FARM AND
 TU2547'CONTINUE SOUTH AND WEST FOR 3.1 MILES.  TURN RIGHT, ONTO A
 TU2547'TRACK ROAD, AND GO WESTERLY FOR 0.5 MILE.  PASS TO THE RIGHT
 TU2547'HAND SIDE OF A CONCRETE WATER TROUGH AND CONTINUE WESTERLY
 TU2547'FOR 0.1 MILE.  PASS THROUGH A BOARD GATE AND FOLLOW THE TRACK
 TU2547'ROAD WEST AND NORTH FOR 0.7 MILE TO A RANCH HOUSE AT THE
 TU2547'WESTERN FOOT OF THE HILL.
 TU2547'
 TU2547'FROM THIS POINT PACK EASTERLY, UP THE STEEP SLOPE, FOR ABOUT
 TU2547'0.2 MILE TO THE SUMMIT AND THE STATION.  THIS IS ABOUT A 20
 TU2547'MINUTE PACK.
 TU2547'
 TU2547'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU IO NO 1
 TU2547'1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2547'GROUND ON THE WEST AND PROJECTS ABOUT 2 FEET ON THE EAST.  IT
 TU2547'IS ABOUT 3 FEET LOWER THAN THE STATION AND IS 43 FEET NORTH OF
 TU2547'THE NORTH EDGE OF THE MOST EASTERLY OF TWO WATER TANKS.
 TU2547'
 TU2547'THE TWO WATER TANKS ARE CONSTRUCTED OF WOOD AND ARE 18 FEET
 TU2547'IN DIAMETER AND THEIR BASE IS 1.43 METERS LOWER THAN THE
 TU2547'STATION.
 TU2547'
 TU2547'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED
 TU2547'BY W.H. BARRINGTON IN JANUARY 1911.  REMARKED BY BRONZE TABLET
 TU2547'SET IN CONCRETE, CENTERED UNDER OLD POST, STAMPED 4958.
 TU2547
 TU2547                          STATION RECOVERY (1967)
 TU2547
 TU2547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2547'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2547'GOOD CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED.  A
 TU2547'COMPLETE DESCRIPTION FOLLOWS--
 TU2547'
 TU2547'STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF KAMUELA
 TU2547'AND 9-1/2 MILES SOUTHWEST OF HONOKAA, ON THE SUMMIT OF PUU IO,
 TU2547'A BARE HILL OF ABOUT 4063 FEET ELEVATION THAT HAS TWO GREEN,
 TU2547'WOODEN, WATER TANKS ON TOP.
 TU2547'
 TU2547'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO
 TU2547'EASTERLY ON STATE HIGHWAY 19 FOR 2.1 MILES.  TURN RIGHT ON
 TU2547'GRADED ROAD AT POWER POLE IX AND FOLLOW MAIN ROAD SOUTHEASTERLY
 TU2547'FOR 6.5 MILES TO OLD RANCH ON LEFT.  CONTINUE FOR 1.5 MILES TO
 TU2547'TRACK ROAD RIGHT, AT TELEPHONE POLE 106.  TAKE SIDE ROAD AND
 TU2547'GO 0.75 MILE TO BOARD GATE.  PASS THROUGH GATE AND GO RIGHT FOR
 TU2547'0.1 MILE TO BOARD GATE ON LEFT SIDE OF LANE.  PASS THROUGH
 TU2547'THIS GATE AND GO CROSS-COUNTRY 0.4 MILE TO END OF TRUCK TRAVEL
 TU2547'AT STEEP GRADE.  PACK ABOUT 300 YARDS TO TOP AND STATION.
 TU2547'
 TU2547'STATION MARK IS A USGS DISK SET IN THE BOTTOM OF A HOLE 8 INCHES
 TU2547'DEEP IN THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM 7 FEET
 TU2547'ON EACH SIDE AND FLUSH WITH GROUND.  NOTE--NO STAMPING IS
 TU2547'DISCERNIBLE ON THE DISK.
 TU2547'
 TU2547'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU IO NO
 TU2547'1 1948, CEMENTED IN A DRILL HOLE IN A RED ROCK LEDGE, 0.1 FOOT
 TU2547'LOWER THAN STATION.
 TU2547'
 TU2547'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU IO
 TU2547'1876 NO 2 1967, CEMENTED IN A DRILL HOLE IN A 3-FOOT, RED
 TU2547'ROCK THAT PROJECTS 2 FEET ON THE EAST SIDE, AND IS AT SAME
 TU2547'ELEVATION AS STATION.
 TU2547'
 TU2547'EAST TANK 1948 IS A GREEN, WOODEN, WATER TANK, 17.8 FEET IN
 TU2547'DIAMETER AND 13-1/2 FEET HIGH.
 TU2547'
 TU2547'WEST TANK 1948 IS A GREEN, WOODEN, WATER TANK, 17.8 FEET IN
 TU2547'DIAMETER AND 13-1/2 FEET HIGH.
 TU2547'
 TU2547'NOTE--THE 1967 DISTANCE AND DIRECTION TO THE TANKS IS
 TU2547'CONSIDERED THE MOST ACCURATE BECAUSE THE EXACT CENTERS WERE
 TU2547'DETERMINED BY SHOOTING BOTH SIDES OF THE TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2552 ***********************************************************************
 TU2552  DESIGNATION -  PUU KA PELE
 TU2552  PID         -  TU2552
 TU2552  STATE/COUNTY-  HI/HAWAII
 TU2552  USGS QUAD   -  KEAMUKU (1982)
 TU2552
 TU2552                         *CURRENT SURVEY CONTROL
 TU2552  ___________________________________________________________________
 TU2552* NAD 83(1993)-  19 46 01.76088(N)    155 38 09.08141(W)     ADJUSTED  
 TU2552* LOCAL TIDAL -      1757.     (meters)    5764.     (feet)  SCALED    
 TU2552  ___________________________________________________________________
 TU2552  EPOCH DATE  -        1993.62
 TU2552  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 TU2552  GEOID HEIGHT-          25.90  (meters)                     GEOID03
 TU2552
 TU2552  HORZ ORDER  -  THIRD
 TU2552
 TU2552.The horizontal coordinates were established by classical geodetic methods
 TU2552.and adjusted by the National Geodetic Survey in December 1998..
 TU2552.The horizontal coordinates are valid at the epoch date displayed above.
 TU2552.The epoch date for horizontal control is a decimal equivalence
 TU2552.of Year/Month/Day.
 TU2552
 TU2552.The orthometric height was scaled from a topographic map.
 TU2552
 TU2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2552
 TU2552.The geoid height was determined by GEOID03.
 TU2552
 TU2552;                    North         East     Units Scale Factor Converg.
 TU2552;SPC HI 1     -   103,372.397   485,762.748   MT  0.99996917   -0 02 45.4
 TU2552;UTM  05      - 2,187,864.837   223,796.882   MT  1.00054305   -0 53 31.2
 TU2552
 TU2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2552!SPC HI 1     -   0.99971982  x   0.99996917  =   0.99968900
 TU2552!UTM  05      -   0.99971982  x   1.00054305  =   1.00026272
 TU2552
 TU2552:                Primary Azimuth Mark                     Grid Az
 TU2552:SPC HI 1     -  AHUMOA RESET                             028 59 06.1
 TU2552:UTM  05      -  AHUMOA RESET                             029 49 51.9
 TU2552
 TU2552|---------------------------------------------------------------------|
 TU2552| PID    Reference Object                     Distance      Geod. Az  |
 TU2552|                                                           dddmmss.s |
 TU2552| TU2550 AHUMOA RESET                        APPROX. 5.3 KM 0285620.7 |
 TU2552| TU2731 KAWAIHAE LIGHT                      APPROX.36.7 KM 3255042.8 |
 TU2552|---------------------------------------------------------------------|
 TU2552
 TU2552                          SUPERSEDED SURVEY CONTROL
 TU2552
 TU2552  NAD 83(1986)-  19 46 01.74206(N)    155 38 09.10527(W) AD(       ) 4
 TU2552  OLD HI      -  19 46 13.35000(N)    155 38 18.89300(W) AD(       ) 3
 TU2552
 TU2552.Superseded values are not recommended for survey control.
 TU2552.NGS no longer adjusts projects to the OLD HI datum.
 TU2552.See file dsdata.txt to determine how the superseded data were derived.
 TU2552
 TU2552_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2379787865(NAD 83)
 TU2552
 TU2552  HISTORY     - Date     Condition        Report By
 TU2552  HISTORY     - UNK      MONUMENTED
 TU2552  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TU2552
 TU2552                          STATION DESCRIPTION
 TU2552
 TU2552'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (YY)
 TU2552'THE OLD MARK, DRILL-HOLE AND TRIANGLE CUT IN LAVA ROCK WAS
 TU2552'FOUND IN PLACE BUT COULD NOT BE MADE CERTAIN WHETHER IT WAS IN
 TU2552'ITS ORIGINAL POSITION.  THE ROCK WAS REMOVED AND THE NEW STATION
 TU2552'WAS PLACED DIRECTLY OVER THE OLD MARK.  NEW DESCRIPTION AS
 TU2552'FOLLOWS--
 TU2552'
 TU2552'LOCATED ABOUT 7.3 MI. W POHAKULOA HUNTING LODGE AND 6.4 MI. S
 TU2552'OF WAIKII, AT THE HIGHEST POINT ON THE W RIM OF A CINDER HILL
 TU2552'KNOWN AS PUU KA PELE.
 TU2552'
 TU2552'TO REACH FROM HILO POST OFFICE, DRIVE W FOR 39.1 MI. ALONG
 TU2552'THE SADDLE RD TO GRAVEL RD. LEADING S TOWARD PUU KA PELE.  TURN
 TU2552'S 2.0 MI. TO FOOT OF CINDER HILL.  LEAVE TRUCK AND CLIMB TO
 TU2552'TOP OF W RIM OF HILL AND STATION.
 TU2552'
 TU2552'SATION MARK-- STANDARD USGS TABLET STAMPED PUU KA PELE 1955
 TU2552'CEMENTED ON TOP OF A 2-1/2 IN. PIPE DRIVEN INTO GROUND DIRECTLY
 TU2552'OVER OLD MARK.
 TU2552'
 TU2552'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 TU2552'1 1955 CEMENTED IN LAVA ROCK, 29.24 FT. FROM STATION MARK AND
 TU2552'0.8 FT. LOWER IN AZIMUTH 231 DEG 38 MIN.
 TU2552'
 TU2552'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 TU2552'2 1955 CEMENTED IN LAVA ROCK, 44.50 FT FROM STATION MARK AND
 TU2552'2.2 FT LOWER IN AZIMUTH 355 DEG 59 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3357 ***********************************************************************
 TU3357  DESIGNATION -  PUU KAEO
 TU3357  PID         -  TU3357
 TU3357  STATE/COUNTY-  HI/MAUI
 TU3357  USGS QUAD   -  
 TU3357
 TU3357                         *CURRENT SURVEY CONTROL
 TU3357  ___________________________________________________________________
 TU3357* NAD 83(1993)-  21 08 09.77641(N)    156 55 34.78294(W)     ADJUSTED  
 TU3357* LOCAL TIDAL -      1129.     (meters)    3704.     (feet)  VERT ANG  
 TU3357  ___________________________________________________________________
 TU3357  EPOCH DATE  -        1993.62
 TU3357  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 TU3357  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU3357
 TU3357  HORZ ORDER  -  SECOND
 TU3357
 TU3357.The horizontal coordinates were established by classical geodetic methods
 TU3357.and adjusted by the National Geodetic Survey in December 1998..
 TU3357.The horizontal coordinates are valid at the epoch date displayed above.
 TU3357.The epoch date for horizontal control is a decimal equivalence
 TU3357.of Year/Month/Day.
 TU3357
 TU3357.The orthometric height was determined by vertical angle observations.
 TU3357.No vertical observational check was made to the station.
 TU3357
 TU3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3357
 TU3357.The geoid height was determined by GEOID03.
 TU3357
 TU3357;                    North         East     Units Scale Factor Converg.
 TU3357;SPC HI 2     -    88,890.626   473,028.215   MT  0.99997565   -0 05 37.1
 TU3357;UTM  04      - 2,338,610.323   715,353.340   MT  1.00017314   +0 44 52.9
 TU3357
 TU3357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3357!SPC HI 2     -   0.99982010  x   0.99997565  =   0.99979575
 TU3357!UTM  04      -   0.99982010  x   1.00017314  =   0.99999321
 TU3357
 TU3357:                Primary Azimuth Mark                     Grid Az
 TU3357:SPC HI 2     -  KALUAHAUONI 1890                         327 01 52.0
 TU3357:UTM  04      -  KALUAHAUONI 1890                         326 11 22.0
 TU3357
 TU3357|---------------------------------------------------------------------|
 TU3357| PID    Reference Object                     Distance      Geod. Az  |
 TU3357|                                                           dddmmss.s |
 TU3357| TU3361 KALUAHAUONI 1890                    APPROX. 2.2 KM 3265614.9 |
 TU3357|---------------------------------------------------------------------|
 TU3357
 TU3357                          SUPERSEDED SURVEY CONTROL
 TU3357
 TU3357  NAD 83(1986)-  21 08 09.73093(N)    156 55 34.72999(W) AD(       ) 2
 TU3357  OLD HI      -  21 08 21.19800(N)    156 55 44.86000(W) AD(       ) 2
 TU3357
 TU3357.Superseded values are not recommended for survey control.
 TU3357.NGS no longer adjusts projects to the OLD HI datum.
 TU3357.See file dsdata.txt to determine how the superseded data were derived.
 TU3357
 TU3357_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1535338610(NAD 83)
 TU3357
 TU3357  HISTORY     - Date     Condition        Report By
 TU3357  HISTORY     - 1890     MONUMENTED       CGS
 TU3357  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3357
 TU3357                          STATION DESCRIPTION
 TU3357
 TU3357'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3357'ONLY DESCRIPTION AVAILABLE WAS OBTAINED FROM THE HAWAII STATE
 TU3357'SURVEY OFFICE.  IT STATED THAT THE ORIGINAL STATION WAS MARKED
 TU3357'BY A REDWOOD POST AND REFERENCED BY 3 CROSSES ON STONES.  STATION
 TU3357'WAS RECOVERED BUT THE ORIGINAL POST HAS BEEN REPLACED BY A
 TU3357'1-1/2-INCH IRON PIPE.  ALL THREE CROSSES WERE RECOVERED AND FOUND
 TU3357'TO CHECK THE OLD MEASUREMENTS VERY CLOSE.  A COMPLETE
 TU3357'DESCRIPTION FOLLOWS--
 TU3357'
 TU3357'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTHEAST OF KAUNAKAKAI,
 TU3357'5-1/2 MILES SOUTHEAST OF KALAUPAPA, AND 2-3/4 MILES EAST OF THE
 TU3357'STATE FORESTRY CAMP, ON THE SUMMIT OF A BRUSHY ROUND-TIPPED HILL OF
 TU3357'3702 FEET ELEVATION THAT SETS ON THE WEST RIM OF WAIKOLU CANYON.
 TU3357'A LARGE WHITE RAIN GAUGE IS MOUNTED ON THE STATION PIPE AND
 TU3357'PROJECTS ABOUT 7 FEET ABOVE GROUND, MAKING A VERY PROMINENT
 TU3357'TARGET.
 TU3357'
 TU3357'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46
 TU3357'JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3357'HIGHWAY 46 FOR 3.7 MILES TO A CROSSROAD AT SOUTH END OF A LONG
 TU3357'BRIDGE.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.25 MILE TO
 TU3357'A BOARD GATE AND CATTLEGUARD.  PASS AND CONTINUE FOR 2.9 MILES TO
 TU3357'A FORK.  TAKE LEFT FORK AND CONTINUE FOR 0.75 MILE TO A BOARD
 TU3357'GATE.  PASS THROUGH GATE AND CONTINUE FOR 2.35 MILES TO THE
 TU3357'STATE FORESTRY CAMP.  BEAR RIGHT AND FOLLOW MAIN ROAD FOR 1.2
 TU3357'MILES TO A TANK AND RESERVOIR ON LEFT.  CONTINUE FOR 1.0 MILE
 TU3357'TO SIDE ROAD LEFT.  CONTINUE AHEAD ON MAIN ROAD FOR 0.85 MILE
 TU3357'TO A SIDE TO A SIDE ROAD RIGHT AND A CAMP ON THE LEFT.
 TU3357'CONTINUE AHEAD ON MAIN ROAD FOR 0.35 MILE TO A WHITE HISTORICAL
 TU3357'PLAQUE ON LEFT.  CONTINUE AHEAD FOR 0.4 MILE TO FORK.
 TU3357'TAKE LEFT FORK FOR 0.05 MILE TO DIM RIGHT FORK.  TAKE RIGHT FORK
 TU3357'AND GO 0.15 MILE TO END OF ROAD AT BRUSH LINE ON HILLSIDE.  FROM
 TU3357'HERE PACK NORTHERLY, KEEPING AROUND TO LEFT WHERE BRUSH IS LESS
 TU3357'DENSE, FOR ABOUT 150 YARDS TO TOP AND STATION.
 TU3357'
 TU3357'STATION MARK IS A 1-1/2-INCH IRON PIPE SET IN CONCRETE AND
 TU3357'PROJECTING ABOUT 16 INCHES ABOVE GROUND.
 TU3357'
 TU3357'NORTHEAST CROSS IS 18.0 FEET FROM STATION, ON LARGE FLAT BEDROCK.
 TU3357'
 TU3357'SOUTHEAST CROSS IS 6.9 FEET FROM STATION, ON NORTHWEST FACE
 TU3357'OF A SMALL BOULDER HIDDEN BY FERNS.
 TU3357'
 TU3357'WEST CROSS IS 6.1 FEET FROM STATION, IN A SMALL BOULDER HIDDEN
 TU3357'BY FERNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3305 ***********************************************************************
 TU3305  DESIGNATION -  PUU KAHEA
 TU3305  PID         -  TU3305
 TU3305  STATE/COUNTY-  HI/MAUI
 TU3305  USGS QUAD   -  
 TU3305
 TU3305                         *CURRENT SURVEY CONTROL
 TU3305  ___________________________________________________________________
 TU3305* NAD 83(1993)-  21 07 59.75150(N)    156 46 43.01297(W)     ADJUSTED  
 TU3305* LOCAL TIDAL -       685.     (meters)    2247.     (feet)  SCALED    
 TU3305  ___________________________________________________________________
 TU3305  EPOCH DATE  -        1993.62
 TU3305  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 TU3305  GEOID HEIGHT-          15.21  (meters)                     GEOID03
 TU3305
 TU3305  HORZ ORDER  -  THIRD
 TU3305
 TU3305.The horizontal coordinates were established by classical geodetic methods
 TU3305.and adjusted by the National Geodetic Survey in December 1998..
 TU3305.The horizontal coordinates are valid at the epoch date displayed above.
 TU3305.The epoch date for horizontal control is a decimal equivalence
 TU3305.of Year/Month/Day.
 TU3305
 TU3305.The orthometric height was scaled from a topographic map.
 TU3305
 TU3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3305
 TU3305.The geoid height was determined by GEOID03.
 TU3305
 TU3305;                    North         East     Units Scale Factor Converg.
 TU3305;SPC HI 2     -    88,564.376   488,371.461   MT  0.99996834   -0 02 25.3
 TU3305;UTM  04      - 2,338,509.456   730,703.459   MT  1.00025777   +0 48 04.5
 TU3305
 TU3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3305!SPC HI 2     -   0.99988996  x   0.99996834  =   0.99985830
 TU3305!UTM  04      -   0.99988996  x   1.00025777  =   1.00014770
 TU3305
 TU3305:                Primary Azimuth Mark                     Grid Az
 TU3305:SPC HI 2     -  MOANUI 1915                              120 42 16.6
 TU3305:UTM  04      -  MOANUI 1915                              119 51 46.8
 TU3305
 TU3305|---------------------------------------------------------------------|
 TU3305| PID    Reference Object                     Distance      Geod. Az  |
 TU3305|                                                           dddmmss.s |
 TU3305| TU3299 MOANUI 1915                         APPROX. 1.7 KM 1203951.3 |
 TU3305|---------------------------------------------------------------------|
 TU3305
 TU3305                          SUPERSEDED SURVEY CONTROL
 TU3305
 TU3305  NAD 83(1986)-  21 07 59.70553(N)    156 46 42.96030(W) AD(       ) 3
 TU3305  OLD HI      -  21 08 11.15000(N)    156 46 53.07000(W) AD(       ) 3
 TU3305
 TU3305.Superseded values are not recommended for survey control.
 TU3305.NGS no longer adjusts projects to the OLD HI datum.
 TU3305.See file dsdata.txt to determine how the superseded data were derived.
 TU3305
 TU3305_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3070338509(NAD 83)
 TU3305
 TU3305  HISTORY     - Date     Condition        Report By
 TU3305  HISTORY     - UNK      MONUMENTED
 TU3305  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3305
 TU3305                          STATION DESCRIPTION
 TU3305
 TU3305'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3305'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3305'HAWAII SUREY OFFICE, WHICH STATED THAT THE STATION WAS MARKED
 TU3305'BY A REDWOOD POST.
 TU3305'
 TU3305'STATION WAS RECOVERED AND THE ORIGINAL REDWOOD POST FOUND STILL
 TU3305'STANDING AND FAIRLY SOLID.  A PIPE SET IN CONCRETE WAS RECOVERED
 TU3305'ON THE SAME KNOLL.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3305'
 TU3305'STATION IS LOCATED, AIRLINE, ABOUT 3 MILES WEST-SOUTHWEST OF THE
 TU3305'PUU O HOKU RANCH HEADQUARTERS AND 4 MILES NORTH-NORTHEAST OF
 TU3305'KUPEKE FISHPOND, ON THE SUMMIT OF A PROMINENT, BRUSH AND TREE
 TU3305'COVERED HILL OF ABOUT 2336 FEET ELEVATION.
 TU3305'
 TU3305'TO REACH FROM THE CROSSROAD AND GAS PUMP AT THE ENTRANCE TO THE
 TU3305'PUU O HOKU RANCH HEADQUARTERS, GO NORTHERLY ON STATE HIGHWAY 45
 TU3305'FOR 0.35 MILE TO A BOARD GATE, NO. 14, ON THE LEFT, JUST AFTER
 TU3305'ROUNDING CURVE NEAR TOP OF GRADE.  GO LEFT, THROUGH GATE, AND
 TU3305'FOLLOW FIELD ROAD WESTERLY FOR 0.3 MILE TO GATE.  PASS THROUGH
 TU3305'GATE AND CONTINUE FOR 0.3 MILE TO ANOTHER GATE.  PASS THROUGH
 TU3305'GATE AND FOLLOW TRACK ROAD FOR 0.7 MILE TO WIRE GATE AT FOREST
 TU3305'RESERVE BOUNDARY.  PASS THROUGH GATE AND FOLLOW TRACK ROAD UP
 TU3305'ALONG BRUSHY RIDGE FOR 0.6 MILE TO SMALL CLEARING AND END OF
 TU3305'TRUCK TRAVEL.  FROM HERE PACK WESTERLY ALONG THE TRACK ROAD
 TU3305'(WHICH IS TOO WET TO DRIVE EXCEPT IN EXTREMELY DRY WEATHER)
 TU3305'FOR ABOUT 1/2 MILE TO END OF ROAD.  CONTINUE ON TRAIL UP ALONG
 TU3305'RIDGE FOR ABOUT 1/2 MILE TO TOP OF HILL AND STATION.
 TU3305'
 TU3305'THE REDWOOD POST IS AT THE WEST SIDE OF THE SMALL CLEARING
 TU3305'AND PROJECTS ABOUT 3 FEET ABOVE GROUND.
 TU3305'
 TU3305'THE PIPE MARK IS A 1-1/2 INCH IRON PIPE THAT PROJECTS 20 INCHES
 TU3305'ABOVE GROUND.  IT IS SET IN A CONCRETE MONUMENT 12 INCHES SQUARE
 TU3305'AND FLUSH WITH THE GROUND.  SOME INFORMATION HAS BEEN INSCRIBED
 TU3305'IN THE CONCRETE BUT ONLY PART THAT IS LEGIBLE IS THE WORD
 TU3305'BUILT.  THE MARK IS 22 FEET EAST OF THE REDWOOD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1644 ***********************************************************************
 TU1644  DESIGNATION -  PUU KAILIO
 TU1644  PID         -  TU1644
 TU1644  STATE/COUNTY-  HI/HONOLULU
 TU1644  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1644
 TU1644                         *CURRENT SURVEY CONTROL
 TU1644  ___________________________________________________________________
 TU1644* NAD 83(1993)-  21 27 44.48715(N)    158 07 15.11443(W)     ADJUSTED  
 TU1644* LOCAL TIDAL -       291.2    (meters)     955.     (feet)  VERT ANG  
 TU1644  ___________________________________________________________________
 TU1644  EPOCH DATE  -        1993.62
 TU1644  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 TU1644  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU1644
 TU1644  HORZ ORDER  -  FIRST
 TU1644
 TU1644.The horizontal coordinates were established by classical geodetic methods
 TU1644.and adjusted by the National Geodetic Survey in December 1998..
 TU1644.The horizontal coordinates are valid at the epoch date displayed above.
 TU1644.The epoch date for horizontal control is a decimal equivalence
 TU1644.of Year/Month/Day.
 TU1644
 TU1644.The orthometric height was determined by vertical angle observations.
 TU1644
 TU1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1644
 TU1644.The geoid height was determined by GEOID03.
 TU1644
 TU1644;                    North         East     Units Scale Factor Converg.
 TU1644;SPC HI 3     -    32,743.738   487,472.830   MT  0.99999194   -0 02 39.2
 TU1644;UTM  04      - 2,373,575.109   591,085.746   MT  0.99970252   +0 19 18.1
 TU1644
 TU1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1644!SPC HI 3     -   0.99995173  x   0.99999194  =   0.99994367
 TU1644!UTM  04      -   0.99995173  x   0.99970252  =   0.99965427
 TU1644
 TU1644|---------------------------------------------------------------------|
 TU1644| PID    Reference Object                     Distance      Geod. Az  |
 TU1644|                                                           dddmmss.s |
 TU1644| CJ8985 PUU KAILIO RM 1                       8.492 METERS 09318     |
 TU1644| TU1706 NANAKULI USN LAB 111 MID STA        APPROX. 8.8 KM 2032318.9 |
 TU1644| TU1708 PUU O HULU MAKAI RESET              APPROX. 8.5 KM 2164218.1 |
 TU1644| TU1692 MAILI USN RADIO STA W TWR OF 7      APPROX. 5.9 KM 2210658.0 |
 TU1644| TU1739 MAILI USN RADIO CEN MAST OF 3       APPROX. 5.5 KM 2291741.4 |
 TU1644| CJ8986 PUU KAILIO RM 2                       8.487 METERS 28019     |
 TU1644|---------------------------------------------------------------------|
 TU1644
 TU1644                          SUPERSEDED SURVEY CONTROL
 TU1644
 TU1644  NAD 83(1986)-  21 27 44.43625(N)    158 07 15.12604(W) AD(       ) 1
 TU1644  OLD HI      -  21 27 55.83809(N)    158 07 25.02128(W) AD(       ) 1
 TU1644
 TU1644.Superseded values are not recommended for survey control.
 TU1644.NGS no longer adjusts projects to the OLD HI datum.
 TU1644.See file dsdata.txt to determine how the superseded data were derived.
 TU1644
 TU1644_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9108673575(NAD 83)
 TU1644_MARKER: Z = SEE DESCRIPTION
 TU1644_SETTING: 0 = UNSPECIFIED SETTING
 TU1644
 TU1644  HISTORY     - Date     Condition        Report By
 TU1644  HISTORY     - 1969     MONUMENTED       CGS
 TU1644
 TU1644                          STATION DESCRIPTION
 TU1644
 TU1644'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1644'THE STATION IS LOCATED 9 MILES NORTHWEST OF WAIPAHU, 6 MILES NORTH
 TU1644'OF NANAKULI, 4-1/2 MILES EAST-NORTHEAST OF WAIANAE, 1 MILE
 TU1644'SOUTH-SOUTHWEST OF KOLEKOLE PASS, ON A US NAVAL RESERVATION.
 TU1644'
 TU1644'TO REACH THE STATION FROM THE POST OFFICE IN NANAKULI, GO
 TU1644'NORTHWEST ON FARRINGTON HIGHWAY FOR 0.2 MILE TO LUALUALEI NAVAL
 TU1644'ROAD ON THE RIGHT AND A SIGN US NAVAL AMMUNITION DEPOT, OAHU-UNITED
 TU1644'STATES NAVAL RADIO STATION ETC., TURN RIGHT, NORTH AND
 TU1644'NORTHEAST ON LUALUALEI NAVAL ROAD FOR 2.5 MILES TO A GUARD GATE
 TU1644'AND THE ENTRANCE TO THE NAVAL RESERVATION, PASS THROUGH THE GATE
 TU1644'AND CONTINUE NORTHERLY ON KOLEKOLE ROAD FOR 4.9 MILES TO A
 TU1644'GUARD HOUSE AND THE STATION ON THE RIGHT.
 TU1644'
 TU1644'THE STATION IS A STANDARD DISK STAMPED PUU KAILIO 1969, CEMENTED
 TU1644'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION
 TU1644'THAT SUPPORTS THE GUARD HOUSE, 43 FEET SOUTH OF THE CENTER OF
 TU1644'KOLEKOLE ROAD AND 3.2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 TU1644'THE GUARD HOUSE.
 TU1644'
 TU1644'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PUU KAILIO NO 1
 TU1644'1969, CEMENTED IN A DRILL HOLE IN AN OUTCROP, WHICH IS 12
 TU1644'INCHES SQUARE AND 5 FEET BELOW THE TOP OF THE ROAD GRADE AND
 TU1644'ABOUT THE SAME ELEVATION AS KOLEKOLE ROAD, 52 FEET SOUTH OF
 TU1644'THE CENTER OF KOLEKOLE ROAD AND 21 FEET EAST OF THE SOUTHEAST
 TU1644'CORNER OF THE GUARD HOUSE.
 TU1644'
 TU1644'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PUU KAILIO NO 2
 TU1644'1969, CEMENTED IN A DRILL HOLE IN AN OUTCROP, 8 FEET BELOW THE EDGE
 TU1644'OF THE ROAD, 43 FEET SOUTH OF THE CENTER OF KOLEKOLE ROAD AND 29
 TU1644'FEET WEST OF THE SOUTHWEST CORNER OF THE GUARD HOUSE.
 TU1644'
 TU1644'NOTE--NO MEASUREMENTS WERE MADE BETWEEN THE REFERENCE MARKS DUE
 TU1644'TO THE GUARD HOUSE FOUNDATION ON LINE.
 TU1644'
 TU1644'NOTE--NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 TU1644'
 TU1644'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1685 ***********************************************************************
 TU1685  DESIGNATION -  PUU KAILIO 1000 1969
 TU1685  PID         -  TU1685
 TU1685  STATE/COUNTY-  HI/HONOLULU
 TU1685  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1685
 TU1685                         *CURRENT SURVEY CONTROL
 TU1685  ___________________________________________________________________
 TU1685* NAD 83(1993)-  21 27 39.10770(N)    158 07 48.32661(W)     ADJUSTED  
 TU1685* LOCAL TIDAL -        86.     (meters)     282.     (feet)  VERT ANG  
 TU1685  ___________________________________________________________________
 TU1685  EPOCH DATE  -        1993.62
 TU1685  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 TU1685  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU1685
 TU1685  HORZ ORDER  -  SECOND
 TU1685
 TU1685.The horizontal coordinates were established by classical geodetic methods
 TU1685.and adjusted by the National Geodetic Survey in December 1998..
 TU1685.The horizontal coordinates are valid at the epoch date displayed above.
 TU1685.The epoch date for horizontal control is a decimal equivalence
 TU1685.of Year/Month/Day.
 TU1685
 TU1685.The orthometric height was determined by vertical angle observations.
 TU1685.No vertical observational check was made to the station.
 TU1685
 TU1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1685
 TU1685.The geoid height was determined by GEOID03.
 TU1685
 TU1685;                    North         East     Units Scale Factor Converg.
 TU1685;SPC HI 3     -    32,579.053   486,516.495   MT  0.99999225   -0 02 51.3
 TU1685;UTM  04      - 2,373,404.370   590,130.760   MT  0.99970038   +0 19 05.8
 TU1685
 TU1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1685!SPC HI 3     -   0.99998399  x   0.99999225  =   0.99997624
 TU1685!UTM  04      -   0.99998399  x   0.99970038  =   0.99968437
 TU1685
 TU1685                          SUPERSEDED SURVEY CONTROL
 TU1685
 TU1685  NAD 83(1986)-  21 27 39.05669(N)    158 07 48.33846(W) AD(       ) 2
 TU1685  OLD HI      -  21 27 50.45753(N)    158 07 58.23381(W) AD(       ) 2
 TU1685
 TU1685.Superseded values are not recommended for survey control.
 TU1685.NGS no longer adjusts projects to the OLD HI datum.
 TU1685.See file dsdata.txt to determine how the superseded data were derived.
 TU1685
 TU1685_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9013173404(NAD 83)
 TU1685_MARKER: Z = SEE DESCRIPTION
 TU1685_SETTING: 0 = UNSPECIFIED SETTING
 TU1685
 TU1685  HISTORY     - Date     Condition        Report By
 TU1685  HISTORY     - 1969     MONUMENTED       CGS
 TU1685
 TU1685                          STATION DESCRIPTION
 TU1685
 TU1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1685'STATION IS LOCATED 6 MILES NORTH OF NANAKULI AND ON THE
 TU1685'LUALUALEI NAVAL RESERVATION.
 TU1685'
 TU1685'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE H-1 AND
 TU1685'STATE HIGHWAY 75, WHICH IS 1-1/2 MILES WEST OF WAIPAHU.  GO
 TU1685'WESTERLY ON INTERSTATE H-1, FOR 9.8 MILES TO THE END OF THE
 TU1685'INTERSTATE.  CONTINUE WESTERLY ON STATE HIGHWAY 90, FOR 2.15
 TU1685'MILES TO A SIDE ROAD ON THE RIGHT AND SIGN, U. S. NAVAL
 TU1685'AMMUNITION DEPOT OAHU - U. S. NAVAL RADIO STATION ETC.  TURN
 TU1685'RIGHT, NORTHERLY, ON LUALUALEI NAVAL ROAD FOR 2.75 MILES TO THE
 TU1685'ENTRANCE OF THE BASE.  PASS THROUGH THE GUARD GATE AND
 TU1685'CONTINUE AHEAD ON KOLEKOLE ROAD, PASSING THROUGH THE BASE, FOR
 TU1685'3.2 MILES TO A SIGN 46TH STREET TO 8-6-6-GR.  TURN RIGHT
 TU1685'ON 46TH STREET AND GO EASTERLY FOR 0.05 MILE TO THE STATION
 TU1685'ON THE RIGHT.
 TU1685'
 TU1685'STATION IS A STATE OF HAWAII SURVEY STATION MARK DISK, STAMPED
 TU1685'PUU KAILIO NO 1000 1969.  SET IN THE TOP OF AN IRREGULAR MASS
 TU1685'OF CONCRETE WHICH PROJECTS 0.2 FEET ABOVE THE GROUND
 TU1685'SURFACE.  IT IS 97 FEET NORTH OF A WIRE FENCE, 16 FEET SOUTH OF
 TU1685'THE CENTER OF A SURFACED ROAD AND 7.7 FEET SOUTH OF THE SOUTH
 TU1685'EDGE OF THE ROAD.
 TU1685'
 TU1685'GEODIMETER TRAVERSE WAS MADE BETWEEN PUU KAILIO 1000 AND
 TU1685'PUU KAILIO, DISTANCE BEING 970.427 METERS OR (3,183.81 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1705 ***********************************************************************
 TU1705  DESIGNATION -  PUU KAILIO 10000 1969
 TU1705  PID         -  TU1705
 TU1705  STATE/COUNTY-  HI/HONOLULU
 TU1705  USGS QUAD   -  WAIANAE (1983)
 TU1705
 TU1705                         *CURRENT SURVEY CONTROL
 TU1705  ___________________________________________________________________
 TU1705* NAD 83(1993)-  21 23 22.15257(N)    158 09 16.21890(W)     ADJUSTED  
 TU1705* LOCAL TIDAL -         4.     (meters)      13.     (feet)  VERT ANG  
 TU1705  ___________________________________________________________________
 TU1705  EPOCH DATE  -        1993.62
 TU1705  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 TU1705  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1705
 TU1705  HORZ ORDER  -  SECOND
 TU1705
 TU1705.The horizontal coordinates were established by classical geodetic methods
 TU1705.and adjusted by the National Geodetic Survey in December 1998..
 TU1705.The horizontal coordinates are valid at the epoch date displayed above.
 TU1705.The epoch date for horizontal control is a decimal equivalence
 TU1705.of Year/Month/Day.
 TU1705
 TU1705.The orthometric height was determined by vertical angle observations.
 TU1705.No vertical observational check was made to the station.
 TU1705
 TU1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1705
 TU1705.The geoid height was determined by GEOID03.
 TU1705
 TU1705;                    North         East     Units Scale Factor Converg.
 TU1705;SPC HI 3     -    24,678.427   483,978.216   MT  0.99999317   -0 03 22.9
 TU1705;UTM  04      - 2,365,490.057   587,643.639   MT  0.99969492   +0 18 30.2
 TU1705
 TU1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1705!SPC HI 3     -   0.99999696  x   0.99999317  =   0.99999013
 TU1705!UTM  04      -   0.99999696  x   0.99969492  =   0.99969188
 TU1705
 TU1705                          SUPERSEDED SURVEY CONTROL
 TU1705
 TU1705  NAD 83(1986)-  21 23 22.10078(N)    158 09 16.23040(W) AD(       ) 2
 TU1705  OLD HI      -  21 23 33.48665(N)    158 09 26.11984(W) AD(       ) 2
 TU1705
 TU1705.Superseded values are not recommended for survey control.
 TU1705.NGS no longer adjusts projects to the OLD HI datum.
 TU1705.See file dsdata.txt to determine how the superseded data were derived.
 TU1705
 TU1705_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8764465490(NAD 83)
 TU1705_MARKER: Z = SEE DESCRIPTION
 TU1705_SETTING: 0 = UNSPECIFIED SETTING
 TU1705
 TU1705  HISTORY     - Date     Condition        Report By
 TU1705  HISTORY     - 1969     MONUMENTED       CGS
 TU1705
 TU1705                          STATION DESCRIPTION
 TU1705
 TU1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1705'STATION IS LOCATED 1 MILE NORTHWEST OF NANAKULI AND AT THE
 TU1705'CENTER OF THE BASE OF AN OBSERVATION TOWER, THAT HAS A FENCE
 TU1705'ENCLOSURE, AND SIGN U. S. NAVY-FORACS 111-MID STATION.
 TU1705'
 TU1705'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE H-1
 TU1705'AND STATE HIGHWAY 75, WHICH IS 1-1/2 MILES WEST OF WAIPAHU.  GO
 TU1705'WESTERLY ON INTERSTATE H-1, FOR 9.8 MILES TO THE END OF THE
 TU1705'INTERSTATE.  CONTINUE WESTERLY ON STATE HIGHWAY 90 FOR 0.9
 TU1705'MILES, (KEY FOR STATION MAY BE OBTAINED HERE AT THE OFFICE OF
 TU1705'U. S. NAVY FORACS 111-SOUTH STATION), CONTINUE WESTERLY ON
 TU1705'STATE HIGHWAY 90 FOR 1.45 MILES TO AN OBSERVATION TOWER ON THE
 TU1705'LEFT AND THE STATION.
 TU1705'
 TU1705'STATION IS A STATE OF HAWAII SURVEY STATION MARK DISK, STAMPED
 TU1705'PUU KAILIO NO 10000 1969.  SET IN THE TOP OF A CONCRETE
 TU1705'CYLINDER, WHICH IS FLUSH WITH THE OILED SURFACE AREA.  IT IS
 TU1705'35.7 FEET WEST-NORTHWEST OF THE CENTER OF THE LOCKED GATE, 17.2
 TU1705'FEET EAST OF THE CYCLONE FENCE AND 10.0 FEET SOUTHWEST OF THE
 TU1705'NORTHEAST LEG OF THE TOWER.
 TU1705'
 TU1705'A GEODIMETER TRAVERSE WAS MADE BETWEEN PUU KAILIO AND PUU
 TU1705'KAILIO 10000.
 TU1705'
 TU1705'GEODIMETER DISTANCE 8,789.960 METERS OR (28,838.39 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1686 ***********************************************************************
 TU1686  DESIGNATION -  PUU KAILIO 2500 1969
 TU1686  PID         -  TU1686
 TU1686  STATE/COUNTY-  HI/HONOLULU
 TU1686  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1686
 TU1686                         *CURRENT SURVEY CONTROL
 TU1686  ___________________________________________________________________
 TU1686* NAD 83(1993)-  21 26 41.97938(N)    158 07 59.00570(W)     ADJUSTED  
 TU1686* LOCAL TIDAL -        48.     (meters)     157.     (feet)  VERT ANG  
 TU1686  ___________________________________________________________________
 TU1686  EPOCH DATE  -        1993.62
 TU1686  LAPLACE CORR-           4.24  (seconds)                    DEFLEC99
 TU1686  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU1686
 TU1686  HORZ ORDER  -  SECOND
 TU1686
 TU1686.The horizontal coordinates were established by classical geodetic methods
 TU1686.and adjusted by the National Geodetic Survey in December 1998..
 TU1686.The horizontal coordinates are valid at the epoch date displayed above.
 TU1686.The epoch date for horizontal control is a decimal equivalence
 TU1686.of Year/Month/Day.
 TU1686
 TU1686.The orthometric height was determined by vertical angle observations.
 TU1686.No vertical observational check was made to the station.
 TU1686
 TU1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1686
 TU1686.The geoid height was determined by GEOID03.
 TU1686
 TU1686;                    North         East     Units Scale Factor Converg.
 TU1686;SPC HI 3     -    30,822.265   486,207.543   MT  0.99999235   -0 02 55.1
 TU1686;UTM  04      - 2,371,646.160   589,833.116   MT  0.99969972   +0 19 01.1
 TU1686
 TU1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1686!SPC HI 3     -   0.99998997  x   0.99999235  =   0.99998232
 TU1686!UTM  04      -   0.99998997  x   0.99969972  =   0.99968969
 TU1686
 TU1686                          SUPERSEDED SURVEY CONTROL
 TU1686
 TU1686  NAD 83(1986)-  21 26 41.92817(N)    158 07 59.01750(W) AD(       ) 2
 TU1686  OLD HI      -  21 26 53.32589(N)    158 08 08.91148(W) AD(       ) 2
 TU1686
 TU1686.Superseded values are not recommended for survey control.
 TU1686.NGS no longer adjusts projects to the OLD HI datum.
 TU1686.See file dsdata.txt to determine how the superseded data were derived.
 TU1686
 TU1686_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8983371646(NAD 83)
 TU1686_MARKER: Z = SEE DESCRIPTION
 TU1686_SETTING: 0 = UNSPECIFIED SETTING
 TU1686
 TU1686  HISTORY     - Date     Condition        Report By
 TU1686  HISTORY     - 1969     MONUMENTED       CGS
 TU1686
 TU1686                          STATION DESCRIPTION
 TU1686
 TU1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1686'STATION IS LOCATED 5 MILES NORTH OF NANAKULI AND ON THE LUALUALEI
 TU1686'NAVAL RESERVATION.
 TU1686'
 TU1686'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE H-1 AND
 TU1686'STATE HIGHWAY 75, WHICH IS 1-1/2 MILES WEST OF WAIPAHU.  GO
 TU1686'WESTERLY ON INTERSTATE H-1, FOR 9.8 MILES TO THE END OF THE
 TU1686'INTERSTATE.  CONTINUE WESTERLY ON STATE HIGHWAY 90, FOR 2.15
 TU1686'MILES TO A SIDE ROAD ON THE RIGHT AND SIGN, U. S. NAVAL
 TU1686'AMMUNITION DEPOT OAHU - U. S. NAVAL RADIO STATION ETC.  TURN
 TU1686'RIGHT, NORTHERLY, ON LUALUALEI NAVAL ROAD FOR 2.75 MILES TO
 TU1686'THE ENTRANCE OF THE BASE.  PASS THROUGH THE GUARD GATE AND GO
 TU1686'NORTHERLY ON KOLEKOLE ROAD, PASSING THROUGH THE BASE, FOR 2.0
 TU1686'MILES TO A SIDE ROAD ON THE RIGHT AND SIGN KNOX ROAD, AND
 TU1686'THE STATION ON THE LEFT.
 TU1686'
 TU1686'STATION IS A STATE OF HAWAII SURVEY STATION MARK DISK, STAMPED
 TU1686'PUU KAILIO NO 2500 1969.  SET IN THE TOP OF AN IRREGULAR MASS
 TU1686'OF CONCRETE WHICH PROJECTS 0.2 FEET ABOVE THE GROUND SURFACE.  IT
 TU1686'IS 64 FEET NORTHWEST OF THE INTERSECTION OF KNOX ROAD AND
 TU1686'KOLEKOLE ROAD, 15.7 FEET WEST OF THE CENTER OF THE SURFACED ROAD
 TU1686'AND 4.5 FEET NORTHEAST OF POWER LINE POLE K-64.
 TU1686'
 TU1686'GEODIMETER TRAVERSE WAS MADE BETWEEN PUU KAILIO AND PUU KAILIO
 TU1686'2500.
 TU1686'
 TU1686'GEODIMETER DISTANCE 2300.556 METERS OR (7547.74 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1687 ***********************************************************************
 TU1687  DESIGNATION -  PUU KAILIO 5000 1969
 TU1687  PID         -  TU1687
 TU1687  STATE/COUNTY-  HI/HONOLULU
 TU1687  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1687
 TU1687                         *CURRENT SURVEY CONTROL
 TU1687  ___________________________________________________________________
 TU1687* NAD 83(1993)-  21 25 25.36712(N)    158 08 09.42248(W)     ADJUSTED  
 TU1687* LOCAL TIDAL -        36.     (meters)     118.     (feet)  VERT ANG  
 TU1687  ___________________________________________________________________
 TU1687  EPOCH DATE  -        1993.62
 TU1687  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 TU1687  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU1687
 TU1687  HORZ ORDER  -  SECOND
 TU1687
 TU1687.The horizontal coordinates were established by classical geodetic methods
 TU1687.and adjusted by the National Geodetic Survey in December 1998..
 TU1687.The horizontal coordinates are valid at the epoch date displayed above.
 TU1687.The epoch date for horizontal control is a decimal equivalence
 TU1687.of Year/Month/Day.
 TU1687
 TU1687.The orthometric height was determined by vertical angle observations.
 TU1687.No vertical observational check was made to the station.
 TU1687
 TU1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1687
 TU1687.The geoid height was determined by GEOID03.
 TU1687
 TU1687;                    North         East     Units Scale Factor Converg.
 TU1687;SPC HI 3     -    28,466.231   485,905.559   MT  0.99999245   -0 02 58.8
 TU1687;UTM  04      - 2,369,288.938   589,546.250   MT  0.99969908   +0 18 56.3
 TU1687
 TU1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1687!SPC HI 3     -   0.99999187  x   0.99999245  =   0.99998432
 TU1687!UTM  04      -   0.99999187  x   0.99969908  =   0.99969095
 TU1687
 TU1687                          SUPERSEDED SURVEY CONTROL
 TU1687
 TU1687  NAD 83(1986)-  21 25 25.31575(N)    158 08 09.43410(W) AD(       ) 2
 TU1687  OLD HI      -  21 25 36.70935(N)    158 08 19.32620(W) AD(       ) 2
 TU1687
 TU1687.Superseded values are not recommended for survey control.
 TU1687.NGS no longer adjusts projects to the OLD HI datum.
 TU1687.See file dsdata.txt to determine how the superseded data were derived.
 TU1687
 TU1687_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8954669289(NAD 83)
 TU1687_MARKER: Z = SEE DESCRIPTION
 TU1687_SETTING: 0 = UNSPECIFIED SETTING
 TU1687
 TU1687  HISTORY     - Date     Condition        Report By
 TU1687  HISTORY     - 1969     MONUMENTED       CGS
 TU1687
 TU1687                          STATION DESCRIPTION
 TU1687
 TU1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1687'STATION IS LOCATED 5 MILES NORTH OF NANAKULI AND ON THE LUALUALEI
 TU1687'NAVAL RESERVATION.
 TU1687'
 TU1687'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE H-1
 TU1687'AND STATE HIGHWAY 75, WHICH IS 1-1/2 MILES WEST OF WAIPAHU.  GO
 TU1687'WESTERLY ON INTERSTATE H-1, FOR 9.8 MILES TO THE END OF THE
 TU1687'INTERSTATE.  CONTINUE WESTERLY ON STATE HIGHWAY 90, FOR 2.15
 TU1687'MILES TO LUALUALEI ROAD ON THE RIGHT AND SIGN U. S. NAVAL
 TU1687'AMMUNITION DEPOT OAHU - U.S. NAVAL RADIO STATION ETC.  TURN
 TU1687'RIGHT, NORTHERLY, ON LUALUALEI NAVAL ROAD FOR 2.75 MILES TO THE
 TU1687'ENTRANCE OF THE BASE.  PASS THROUGH THE GUARD GATE AND GO
 TU1687'NORTHERLY ON KOLEKOLE ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE
 TU1687'LEFT AT THE NORTH END OF BUILDING NUMBER 25.  TURN LEFT AND
 TU1687'CROSS RAILROAD TRACKS, THEN TURN LEFT AGAIN AND GO
 TU1687'SOUTHERLY ALONG THE WEST SIDE OF THE RAILROAD TRACKS FOR
 TU1687'0.05 MILE TO THE NEAR SOUTH END OF BUILDING NUMBER 25, AND THE
 TU1687'STATION NEAR THE VOLTAGE OUTLET CONTROL.
 TU1687'
 TU1687'STATION IS A STATE OF HAWAII SURVEY STATION MARK DISK, STAMPED
 TU1687'PUU KAILIO NO 5000 1969.  SET IN THE TOP OF A 12-INCH SQUARE
 TU1687'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  IT IS
 TU1687'81.2 FEET NORTHWEST OF THE NORTHWEST CORNER OF BUILDING NUMBER
 TU1687'25, 17.6 FEET NORTHWEST OF THE NORTH RAIL OF THE RAILROAD
 TU1687'TRACK, 13 FEET EAST OF THE NORTHEAST CORNER OF A HIGH VOLTAGE
 TU1687'TRANSFORMER, AND 3.2 FEET NORTHEAST OF A POWER-LINE-POLE.
 TU1687'
 TU1687'A GEODIMETER TRAVERSE WAS MADE BETWEEN PUU KAILIO AND PUU
 TU1687'KAILIO 5000.
 TU1687'
 TU1687'GEODIMETER DISTANCE 4,555.645 METERS OR (14,946.31 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1688 ***********************************************************************
 TU1688  DESIGNATION -  PUU KAILIO 7500 1969
 TU1688  PID         -  TU1688
 TU1688  STATE/COUNTY-  HI/HONOLULU
 TU1688  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1688
 TU1688                         *CURRENT SURVEY CONTROL
 TU1688  ___________________________________________________________________
 TU1688* NAD 83(1993)-  21 24 52.21132(N)    158 08 15.88631(W)     ADJUSTED  
 TU1688* LOCAL TIDAL -        23.     (meters)      75.     (feet)  VERT ANG  
 TU1688  ___________________________________________________________________
 TU1688  EPOCH DATE  -        1993.62
 TU1688  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 TU1688  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1688
 TU1688  HORZ ORDER  -  SECOND
 TU1688
 TU1688.The horizontal coordinates were established by classical geodetic methods
 TU1688.and adjusted by the National Geodetic Survey in December 1998..
 TU1688.The horizontal coordinates are valid at the epoch date displayed above.
 TU1688.The epoch date for horizontal control is a decimal equivalence
 TU1688.of Year/Month/Day.
 TU1688
 TU1688.The orthometric height was determined by vertical angle observations.
 TU1688.No vertical observational check was made to the station.
 TU1688
 TU1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1688
 TU1688.The geoid height was determined by GEOID03.
 TU1688
 TU1688;                    North         East     Units Scale Factor Converg.
 TU1688;SPC HI 3     -    27,446.653   485,718.518   MT  0.99999252   -0 03 01.1
 TU1688;UTM  04      - 2,368,268.488   589,365.764   MT  0.99969868   +0 18 53.4
 TU1688
 TU1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1688!SPC HI 3     -   0.99999392  x   0.99999252  =   0.99998644
 TU1688!UTM  04      -   0.99999392  x   0.99969868  =   0.99969260
 TU1688
 TU1688                          SUPERSEDED SURVEY CONTROL
 TU1688
 TU1688  NAD 83(1986)-  21 24 52.15987(N)    158 08 15.89787(W) AD(       ) 2
 TU1688  OLD HI      -  21 25 03.55166(N)    158 08 25.78916(W) AD(       ) 2
 TU1688
 TU1688.Superseded values are not recommended for survey control.
 TU1688.NGS no longer adjusts projects to the OLD HI datum.
 TU1688.See file dsdata.txt to determine how the superseded data were derived.
 TU1688
 TU1688_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8936668268(NAD 83)
 TU1688_MARKER: Z = SEE DESCRIPTION
 TU1688_SETTING: 0 = UNSPECIFIED SETTING
 TU1688
 TU1688  HISTORY     - Date     Condition        Report By
 TU1688  HISTORY     - 1969     MONUMENTED       CGS
 TU1688
 TU1688                          STATION DESCRIPTION
 TU1688
 TU1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1688'STATION IS LOCATED 4-1/2 MILES NORTH OF NANAKULI AND 1/4 MILE
 TU1688'SOUTH OF THE GUARD GATE AND ENTRANCE OF LUALUALEI NAVAL
 TU1688'RESERVATION.
 TU1688'
 TU1688'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE H-1
 TU1688'AND STATE HIGHWAY 75, WHICH IS 1-1/2 MILES WEST OF WAIPAHU.  GO
 TU1688'WESTERLY ON INTERSTATE H-1, FOR 9.8 MILES TO THE END OF THE
 TU1688'INTERSTATE.  CONTINUE WESTERLY ON STATE HIGHWAY 90, FOR 2.15
 TU1688'MILES TO LUALUALEI NAVAL ROAD ON THE RIGHT AND SIGN, U. S. NAVAL
 TU1688'AMMUNITION DEPOT OAHU - U. S. NAVAL RADIO STATION ETC.  TURN
 TU1688'RIGHT, NORTHERLY, ON LUALUALEI NAVAL ROAD FOR 2.5 MILES TO THE
 TU1688'STATION ON THE RIGHT.
 TU1688'
 TU1688'STATION IS A STATE OF HAWAII SURVEY STATION MARK DISK, STAMPED
 TU1688'PUU KAILIO NO 7500 1969.  SET IN THE TOP OF AN IRREGULAR MASS
 TU1688'OF CONCRETE, FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET SOUTH
 TU1688'OF THE SOUTH RAIL OF THE RAILROAD TRACK, 17.7 FEET NORTH OF
 TU1688'POWER-LINE-POLE NUMBER 64, 17 FEET SOUTH OF THE CENTER OF A
 TU1688'SURFACED ROAD AND 0.7 FOOT SOUTH OF THE SOUTH EDGE OF THE
 TU1688'SURFACED ROAD ON THE CURVE OF THE SOUTH SIDE OF THE ROAD.  A
 TU1688'GEODIMETER TRAVERSE WAS MADE BETWEEN PUU KAILIO AND PUU KAILIO
 TU1688'7500.
 TU1688'
 TU1688'GEODIMETER DISTANCE 5,580.097 METERS OR (18,307.37 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2728 ***********************************************************************
 TU2728  DESIGNATION -  PUU KAMALII 2 RESET
 TU2728  PID         -  TU2728
 TU2728  STATE/COUNTY-  HI/HAWAII
 TU2728  USGS QUAD   -  KAWAIHAE (1995)
 TU2728
 TU2728                         *CURRENT SURVEY CONTROL
 TU2728  ___________________________________________________________________
 TU2728* NAD 83(1993)-  20 02 58.00485(N)    155 49 16.19892(W)     ADJUSTED  
 TU2728* LOCAL TIDAL -       209.2    (meters)     686.     (feet)  VERT ANG  
 TU2728  ___________________________________________________________________
 TU2728  EPOCH DATE  -        1993.62
 TU2728  LAPLACE CORR-          12.31  (seconds)                    DEFLEC99
 TU2728  GEOID HEIGHT-          20.66  (meters)                     GEOID03
 TU2728
 TU2728  HORZ ORDER  -  SECOND
 TU2728
 TU2728.The horizontal coordinates were established by classical geodetic methods
 TU2728.and adjusted by the National Geodetic Survey in December 1998..
 TU2728.The horizontal coordinates are valid at the epoch date displayed above.
 TU2728.The epoch date for horizontal control is a decimal equivalence
 TU2728.of Year/Month/Day.
 TU2728
 TU2728.The orthometric height was determined by vertical angle observations.
 TU2728
 TU2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2728
 TU2728.The geoid height was determined by GEOID03.
 TU2728
 TU2728;                    North         East     Units Scale Factor Converg.
 TU2728;SPC HI 1     -   134,648.320   466,402.367   MT  0.99998061   -0 06 36.4
 TU2728;UTM  05      - 2,219,445.198   204,891.664   MT  1.00067654   -0 58 04.4
 TU2728
 TU2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2728!SPC HI 1     -   0.99996387  x   0.99998061  =   0.99994448
 TU2728!UTM  05      -   0.99996387  x   1.00067654  =   1.00064038
 TU2728
 TU2728|---------------------------------------------------------------------|
 TU2728| PID    Reference Object                     Distance      Geod. Az  |
 TU2728|                                                           dddmmss.s |
 TU2728| CN6075 PUU KAMALII 2 RM 3                    4.083 METERS 02823     |
 TU2728| CN6074 PUU KAMALII 2 RM 1                   11.800 METERS 07630     |
 TU2728| TU2730 KAWAIHAE LIGHTHOUSE                 APPROX. 1.5 KM 2335809.8 |
 TU2728| TU2731 KAWAIHAE LIGHT                      APPROX. 1.5 KM 2335822.1 |
 TU2728| CN6073 PUU KAMALII 2 RM 2                    9.608 METERS 28650     |
 TU2728|---------------------------------------------------------------------|
 TU2728
 TU2728                          SUPERSEDED SURVEY CONTROL
 TU2728
 TU2728  NAD 83(1986)-  20 02 57.98751(N)    155 49 16.20613(W) AD(       ) 2
 TU2728  OLD HI      -  20 03 09.00300(N)    155 49 26.22300(W) AD(       ) 2
 TU2728
 TU2728.Superseded values are not recommended for survey control.
 TU2728.NGS no longer adjusts projects to the OLD HI datum.
 TU2728.See file dsdata.txt to determine how the superseded data were derived.
 TU2728
 TU2728_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0489219445(NAD 83)
 TU2728
 TU2728  HISTORY     - Date     Condition        Report By
 TU2728  HISTORY     - 1928     MONUMENTED       CGS
 TU2728  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2728  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2728  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2728
 TU2728                          STATION DESCRIPTION
 TU2728
 TU2728'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2728'NEAR NORTHWEST COAST OF HAWAII, ON HIGHEST POINT OF PUU KAMALII,
 TU2728'WHICH IS 670 FEET IN ELEVATION, AND 1,530 METERS N. 46 DEG E. (TRUE)
 TU2728'FROM THE DOCK AT KAWAIHAE.  THE STATION MARK, WHICH WAS FOUND
 TU2728'ALREADY IN PLACE BY THE 1928 PARTY, HAD APPARENTLY BEEN SET BY A
 TU2728'PARTY FROM ANOTHER SURVEY, AND CONSISTED OF A 1 1/4-INCH
 TU2728'GALVANIZED PIPE PROJECTING 1-1/2 FEET ABOVE A SMALL MOUND OF ROCK
 TU2728'AND CEMENT, ON WHICH WAS INSCRIBED PUU KAMALII, MAR. 1924.  IN
 TU2728'1928 STANDARD DISK REFERENCE MARKS WERE SET ACCORDING TO NOTE
 TU2728'12A, AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM THE
 TU2728'STATION--NO. 1, 11.8 METERS (38.7 FEET), 256 DEG 39 MIN.  NO.
 TU2728'2, 9.8 METERS (32.2 FEET), 106 DEG 42 MIN.
 TU2728
 TU2728                          STATION RECOVERY (1938)
 TU2728
 TU2728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2728'LOCATION OF STATION--ON HIGHEST POINT OF HILL ONE MILE NORTHEAST OF
 TU2728'KAWAIHAE VILLAGE NEAR NORTHWEST COAST OF HAWAII
 TU2728'
 TU2728'STATION MARK FOUND--1-1/4 IN PIPE IN CONCRETE.
 TU2728'
 TU2728'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2728'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET
 TU2728'LONG SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT
 TU2728'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL
 TU2728'BAR).
 TU2728
 TU2728                          STATION RECOVERY (1948)
 TU2728
 TU2728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2728'THE STATION AND REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD
 TU2728'CONDITION.  REFERENCE MARK NUMBER 1 WAS NOT FOUND.  IN 1938 THE
 TU2728'HAWAII TERRITORY SURVEY RECOVERED THE ORIGINAL STATION AND
 TU2728'ESTABLISHED A NEW STATION MARK.  TRIANGULAR CONCRETE MONUMENT
 TU2728'7-1/2 FEET ON EACH SIDE WITH 1-7/8 INCH STEEL BAR 2 FEET LONG SET
 TU2728'ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT EXPOSED TO
 TU2728'VIEW.  A NEW DESCRIPTION FOLLOWS--
 TU2728'
 TU2728'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL ROCK AND BRUSH
 TU2728'COVERED KNOLL, ABOUT 11 MILES WEST NORTHWEST OF WAIMEA, ABOUT 1
 TU2728'MILE NORTH NORTHEAST OF KAWAIHAE, ABOUT 1 MILE NORTHEAST OF THE
 TU2728'KAWAIHAE DOCK AND ABOUT 0.2 MILE NORTH OF A WASHED-OUT DIRT ROAD.
 TU2728'
 TU2728'TO REACH THE STATION FROM THE ROAD INTERSECTION IN KAWAIHAE.  GO
 TU2728'NORTH, ON THE PAVED ROAD WHICH LEADS TOWARD THE DOCK, FOR 0.3
 TU2728'MILE.  CONTINUE STRAIGHT AHEAD, PASS THROUGH A BOARD GATE, TURN
 TU2728'RIGHT, PASS TO THE NORTH OF THE STANDARD OIL TANK FARM, AND GO
 TU2728'ABOUT 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 TU2728'EASTERLY, UP THE GRADUAL SLOPE, FOR ABOUT 1 MILE TO THE
 TU2728'STATION.  THE GROUND CONTINUES TO RISE EAST OF THE STATION.
 TU2728'
 TU2728'THE STATION IS THE CENTER OF A 1-7/8 INCH IRON BAR WHICH
 TU2728'PROJECTS 2 FEET ABOVE THE TOP OF A TRIANGULAR SLAB OF CONCRETE
 TU2728'WHICH IS 7-1/2 FEET ON EACH SIDE AND IS ON THE TOP OF A CAIRN
 TU2728'WHICH IS ABOUT 5 FEET HIGH.
 TU2728'
 TU2728'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED 2, SET INTO
 TU2728'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 FEET AND IS ABOUT
 TU2728'5 FEET LOWER THAN THE STATION.
 TU2728
 TU2728                          STATION RECOVERY (1967)
 TU2728
 TU2728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2728'STATION MARK AND REFERENCE MARK NUMBER TWO WERE RECOVERED IN GOOD
 TU2728'CONDITION.  REFERENCE MARK NUMBER ONE HAS BEEN BROKEN OFF AND ONLY
 TU2728'THE SHANK REMAINS IN THE DRILL HOLE.  A NEW REFERENCE MARK,
 TU2728'NUMBER THREE, WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2728'
 TU2728'STATION IS LOCATED ABOUT 10 MILES WEST OF KAMUELA, 1 MILE NORTHEAST
 TU2728'OF KAWAIHAE, AND 700 FEET NORTHWEST OF THE KAWAIHAE UKA TRAIL, A
 TU2728'BULLDOZED (BUT BADLY WASHED-OUT) TRACK ROAD, AT ABOUT 686 FEET
 TU2728'ELEVATION, ON A PROMINENT HILL THAT HAS SPARSE KIAWE TREES ON IT.
 TU2728'
 TU2728'TO REACH STATION FROM THE POST OFFICE IN KAWAIHAE, GO NORTHEAST
 TU2728'ON THE HIGHWAY TOWARDS MAHUKONA FOR 0.15 MILE TO BOARD GATE ON
 TU2728'RIGHT.  FROM HERE PACK NORTHEAST UP WASHED-OUT ROAD FOR ABOUT 1
 TU2728'MILE, THEN GO LEFT ABOUT 700 FEET TO TOP OF HILL AND STATION.
 TU2728'
 TU2728'STATION MARK IS THE CENTER OF A 1-1/2-INCH IRON PIPE PROJECTING
 TU2728'1 INCH FROM THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM ABOUT 7
 TU2728'FEET ON EACH SIDE AND FLUSH WITH THE ROCKS, ON TOP OF A RAISED,
 TU2728'ROCK AREA THAT EXTENDS ABOUT 4 FEET ABOVE SURROUNDING GROUND.  A
 TU2728'2-INCH IRON SHAFT ABOUT 2 FEET LONG IS CENTERED OVER THE MARK,
 TU2728'ON 3 IRON LEGS, AND SUPPORTS A RED AND WHITE METAL TARGET.
 TU2728'
 TU2728'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 2, CEMENTED
 TU2728'IN A DRILL HOLE IN A 5-FOOT, TRIANGULAR BOULDER THAT PROJECTS 2
 TU2728'FEET ABOVE GROUND, AND IS 6.8 FEET LOWER THAN STATION MARK.
 TU2728'
 TU2728'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED KAMALII 2
 TU2728'HTS 1928 NO 3 1967, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU2728'4-FOOT-SQUARE BOULDER THAT PROJECTS 3 FEET ABOVE GROUND.  IT IS
 TU2728'ABOUT 6 INCHES HIGHER THAN STATION MARK.
 TU2728'
 TU2728'THE SHANK OF REFERENCE MARK NUMBER ONE IS CEMENTED IN A DRILL HOLE
 TU2728'IN A BOULDER, ABOUT 6 INCHES HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2902 ***********************************************************************
 TU2902  DESIGNATION -  PUU KANALOA 1879
 TU2902  PID         -  TU2902
 TU2902  STATE/COUNTY-  HI/MAUI
 TU2902  USGS QUAD   -  MAKENA (1995)
 TU2902
 TU2902                         *CURRENT SURVEY CONTROL
 TU2902  ___________________________________________________________________
 TU2902* NAD 83(1993)-  20 36 09.67895(N)    156 25 05.76930(W)     ADJUSTED  
 TU2902* LOCAL TIDAL -        65.     (meters)     213.     (feet)  SCALED    
 TU2902  ___________________________________________________________________
 TU2902  EPOCH DATE  -        1993.62
 TU2902  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 TU2902  GEOID HEIGHT-          16.40  (meters)                     GEOID03
 TU2902
 TU2902  HORZ ORDER  -  THIRD
 TU2902
 TU2902.The horizontal coordinates were established by classical geodetic methods
 TU2902.and adjusted by the National Geodetic Survey in December 1998..
 TU2902.The horizontal coordinates are valid at the epoch date displayed above.
 TU2902.The epoch date for horizontal control is a decimal equivalence
 TU2902.of Year/Month/Day.
 TU2902
 TU2902.The orthometric height was scaled from a topographic map.
 TU2902
 TU2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2902
 TU2902.The geoid height was determined by GEOID03.
 TU2902
 TU2902;                    North         East     Units Scale Factor Converg.
 TU2902;SPC HI 2     -    29,839.128   525,892.902   MT  0.99997495   +0 05 14.7
 TU2902;UTM  04      - 2,280,311.441   769,088.807   MT  1.00049497   +0 54 32.5
 TU2902
 TU2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2902!SPC HI 2     -   0.99998720  x   0.99997495  =   0.99996216
 TU2902!UTM  04      -   0.99998720  x   1.00049497  =   1.00048217
 TU2902
 TU2902:                Primary Azimuth Mark                     Grid Az
 TU2902:SPC HI 2     -  PUU OLAI 1879                            319 32 33.7
 TU2902:UTM  04      -  PUU OLAI 1879                            318 43 15.9
 TU2902
 TU2902|---------------------------------------------------------------------|
 TU2902| PID    Reference Object                     Distance      Geod. Az  |
 TU2902|                                                           dddmmss.s |
 TU2902| TU2931 PUU OLAI 1879                       APPROX. 4.9 KM 3193748.4 |
 TU2902|---------------------------------------------------------------------|
 TU2902
 TU2902                          SUPERSEDED SURVEY CONTROL
 TU2902
 TU2902  NAD 83(1986)-  20 36 09.65371(N)    156 25 05.76153(W) AD(       ) 3
 TU2902  OLD HI      -  20 36 21.01000(N)    156 25 15.87800(W) AD(       ) 3
 TU2902
 TU2902.Superseded values are not recommended for survey control.
 TU2902.NGS no longer adjusts projects to the OLD HI datum.
 TU2902.See file dsdata.txt to determine how the superseded data were derived.
 TU2902
 TU2902_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6908980311(NAD 83)
 TU2902
 TU2902  HISTORY     - Date     Condition        Report By
 TU2902  HISTORY     - 1879     MONUMENTED       HIGS
 TU2902  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2902  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2902
 TU2902                          STATION DESCRIPTION
 TU2902
 TU2902'DESCRIBED BY HAWAII GEODETIC SURVEY 1879
 TU2902'ON SUMMIT OF HILL OF SAME NAME, IN SOUTHWESTERN PART OF EAST MAUI,
 TU2902'IN HONUAULA DISTRICT, IN LAND OF KEONEOIO, AND NEAR THE
 TU2902'SHORE.  MARKED BY A COPPER TRIANGLE, BURIED, WITH REDWOOD POST
 TU2902'AND CAIRN OF STONES ABOVE.  SEARCHED FOR AND NOT FOUND IN 1904.
 TU2902
 TU2902                          STATION RECOVERY (1929)
 TU2902
 TU2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU2902'PRESENT MARK--TYPE B HAWAII TERRITORY SURVEY TRIANGULATION
 TU2902'STATION MONUMENT.
 TU2902
 TU2902                          STATION RECOVERY (1950)
 TU2902
 TU2902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2902'THE ORIGINAL STATION, CONSISTING OF A COPPER TRIANGLE AND A
 TU2902'REDWOOD POST WAS NOT RECOVERED.  THE STATION NAME SHOULD BE PUU
 TU2902'O KANALOA.  SEE DESCRIPTION FOR PUU O KANALOA FOR A COMPLETE
 TU2902'HISTORY OF THIS STATION.  ONE DAY WAS SPENT IN SEARCHING FOR THE
 TU2902'ORIGINAL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2904 ***********************************************************************
 TU2904  DESIGNATION -  PUU KANALOA 1904
 TU2904  PID         -  TU2904
 TU2904  STATE/COUNTY-  HI/MAUI
 TU2904  USGS QUAD   -  MAKENA (1995)
 TU2904
 TU2904                         *CURRENT SURVEY CONTROL
 TU2904  ___________________________________________________________________
 TU2904* NAD 83(1993)-  20 36 09.63540(N)    156 25 05.81158(W)     ADJUSTED  
 TU2904* LOCAL TIDAL -        65.     (meters)     213.     (feet)  SCALED    
 TU2904  ___________________________________________________________________
 TU2904  EPOCH DATE  -        1993.62
 TU2904  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 TU2904  GEOID HEIGHT-          16.40  (meters)                     GEOID03
 TU2904
 TU2904  HORZ ORDER  -  THIRD
 TU2904
 TU2904.The horizontal coordinates were established by classical geodetic methods
 TU2904.and adjusted by the National Geodetic Survey in December 1998..
 TU2904.The horizontal coordinates are valid at the epoch date displayed above.
 TU2904.The epoch date for horizontal control is a decimal equivalence
 TU2904.of Year/Month/Day.
 TU2904
 TU2904.The orthometric height was scaled from a topographic map.
 TU2904
 TU2904.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2904
 TU2904.The geoid height was determined by GEOID03.
 TU2904
 TU2904;                    North         East     Units Scale Factor Converg.
 TU2904;SPC HI 2     -    29,837.787   525,891.680   MT  0.99997495   +0 05 14.7
 TU2904;UTM  04      - 2,280,310.081   769,087.604   MT  1.00049496   +0 54 32.5
 TU2904
 TU2904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2904!SPC HI 2     -   0.99998720  x   0.99997495  =   0.99996216
 TU2904!UTM  04      -   0.99998720  x   1.00049496  =   1.00048216
 TU2904
 TU2904:                Primary Azimuth Mark                     Grid Az
 TU2904:SPC HI 2     -  FOR                                      163 38 11.6
 TU2904:UTM  04      -  FOR                                      162 48 53.8
 TU2904
 TU2904|---------------------------------------------------------------------|
 TU2904| PID    Reference Object                     Distance      Geod. Az  |
 TU2904|                                                           dddmmss.s |
 TU2904| TU2894 FOR                                 APPROX. 1.7 KM 1634326.3 |
 TU2904| TU2893 IT                                  APPROX. 2.0 KM 1642856.4 |
 TU2904| TU3133 HUMP                                APPROX.14.6 KM 2361901.9 |
 TU2904| TU3140 BENCH                               APPROX.15.4 KM 2445839.9 |
 TU2904| TU3136 CHANGE                              APPROX.14.2 KM 2502411.9 |
 TU2904| TU3135 NOON                                APPROX.12.9 KM 2570235.9 |
 TU2904| TU2905 LIGHTHOUSE                          APPROX. 1.9 KM 2600921.9 |
 TU2904| TU3137 BERT                                APPROX.13.6 KM 2614742.0 |
 TU2904| TU3138 EGG                                 APPROX.13.9 KM 2651128.5 |
 TU2904| TU2899 BED                                 APPROX. 2.4 KM 2754549.1 |
 TU2904| TU2897 LAVA                                APPROX. 2.4 KM 2894932.5 |
 TU2904| TU2931 PUU OLAI 1879                       APPROX. 4.9 KM 3193904.2 |
 TU2904|---------------------------------------------------------------------|
 TU2904
 TU2904                          SUPERSEDED SURVEY CONTROL
 TU2904
 TU2904  NAD 83(1986)-  20 36 09.61218(N)    156 25 05.80575(W) AD(       ) 3
 TU2904  OLD HI      -  20 36 21.02200(N)    156 25 15.97500(W) AD(       ) 3
 TU2904
 TU2904.Superseded values are not recommended for survey control.
 TU2904.NGS no longer adjusts projects to the OLD HI datum.
 TU2904.See file dsdata.txt to determine how the superseded data were derived.
 TU2904
 TU2904_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6908880310(NAD 83)
 TU2904
 TU2904  HISTORY     - Date     Condition        Report By
 TU2904  HISTORY     - 1904     MONUMENTED       CGS
 TU2904  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU2904
 TU2904                          STATION DESCRIPTION
 TU2904
 TU2904'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU2904'ON SOUTHWESTERN COAST OF MAUI, ON THE HIGHEST POINT OF THE
 TU2904'SOUTHERN CREST OF THE CONSPICUOUS HILL KNOWN AS PUU O KANALOA JUST
 TU2904'NORTH OF THE NATIVE SETTLEMENT IN LA PEROUSE BAY.  NOT IDENTICAL
 TU2904'WITH THE HAWAIIAN GOVERNMENT SURVEY STATION WHICH COULD NOT BE
 TU2904'RECOVERED.  MARKED BY A BOTTLE BURIED ABOUT 16 INCHES BELOW
 TU2904'SURFACE OF GROUND.
 TU2904
 TU2904                          STATION RECOVERY (1931)
 TU2904
 TU2904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU2904'STATION WAS NOT VISITED, BUT HAWN. GOVT. SIGNAL COULD BE SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3386 ***********************************************************************
 TU3386  DESIGNATION -  PUU KAPELE 1885
 TU3386  PID         -  TU3386
 TU3386  STATE/COUNTY-  HI/MAUI
 TU3386  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3386
 TU3386                         *CURRENT SURVEY CONTROL
 TU3386  ___________________________________________________________________
 TU3386* NAD 83(1993)-  21 11 36.33725(N)    157 05 30.38561(W)     ADJUSTED  
 TU3386* LOCAL TIDAL -       140.82   (meters)     462.0    (feet)  LEVELING  
 TU3386  ___________________________________________________________________
 TU3386  EPOCH DATE  -        1993.62
 TU3386  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 TU3386  GEOID HEIGHT-          15.20  (meters)                     GEOID03
 TU3386
 TU3386  HORZ ORDER  -  SECOND
 TU3386  VERT ORDER  -  THIRD ?
 TU3386
 TU3386.The horizontal coordinates were established by classical geodetic methods
 TU3386.and adjusted by the National Geodetic Survey in December 1998..
 TU3386.The horizontal coordinates are valid at the epoch date displayed above.
 TU3386.The epoch date for horizontal control is a decimal equivalence
 TU3386.of Year/Month/Day.
 TU3386
 TU3386.The orthometric height was determined by differential leveling.
 TU3386.The vertical network tie was performed by a horz. field party for horz.
 TU3386.obs reductions. Reset procedures were used to establish the elevation.
 TU3386
 TU3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3386
 TU3386.The geoid height was determined by GEOID03.
 TU3386
 TU3386;                    North         East     Units Scale Factor Converg.
 TU3386;SPC HI 2     -    95,280.422   455,859.806   MT  0.99999073   -0 09 13.3
 TU3386;UTM  04      - 2,344,747.817   698,090.293   MT  1.00008492   +0 41 24.3
 TU3386
 TU3386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3386!SPC HI 2     -   0.99997548  x   0.99999073  =   0.99996621
 TU3386!UTM  04      -   0.99997548  x   1.00008492  =   1.00006040
 TU3386
 TU3386:                Primary Azimuth Mark                     Grid Az
 TU3386:SPC HI 2     -  MOLOKAI LIGHTHOUSE                       082 07 35.6
 TU3386:UTM  04      -  MOLOKAI LIGHTHOUSE                       081 16 58.0
 TU3386
 TU3386|---------------------------------------------------------------------|
 TU3386| PID    Reference Object                     Distance      Geod. Az  |
 TU3386|                                                           dddmmss.s |
 TU3386| TU3368 MOLOKAI LIGHTHOUSE                  APPROX.12.8 KM 0815822.3 |
 TU3386| TU3383 POHAKUNUI 1888                      APPROX. 4.4 KM 1025328.0 |
 TU3386|---------------------------------------------------------------------|
 TU3386
 TU3386                          SUPERSEDED SURVEY CONTROL
 TU3386
 TU3386  NAD 83(1986)-  21 11 36.29593(N)    157 05 30.33769(W) AD(       ) 2
 TU3386  OLD HI      -  21 11 47.76500(N)    157 05 40.47400(W) AD(       ) 2
 TU3386
 TU3386.Superseded values are not recommended for survey control.
 TU3386.NGS no longer adjusts projects to the OLD HI datum.
 TU3386.See file dsdata.txt to determine how the superseded data were derived.
 TU3386
 TU3386_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9809044748(NAD 83)
 TU3386
 TU3386  HISTORY     - Date     Condition        Report By
 TU3386  HISTORY     - 1885     MONUMENTED       CGS
 TU3386  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU3386  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3386  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU3386  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3386
 TU3386                          STATION DESCRIPTION
 TU3386
 TU3386'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1932
 TU3386'STATION WAS ORIGINALLY MARKED WITH A REDWOOD POST AND BOX SIGNAL,
 TU3386'WHICH FINALLY ROTTED DOWN, AND THE STATION WAS MARKED BY A
 TU3386'2-IN. PIPE IN 1924 BY THE H.T.S.
 TU3386'
 TU3386'STATION, NOW MARKED BY A TYPE B MONUMENT, IS SITUATED ON THE
 TU3386'SUMMIT OF THE HILL OF THE SAME NAME, 200 FT. FROM THE EDGE OF
 TU3386'THE SEACOAST, AND ABOUT 1000 FT. N OF THE N BOUNDARY OF LOT 91
 TU3386'OF THE HOOLEHUA-PALAAU HOMESTEADS.  THE PRESENT STATION MARK IS
 TU3386'1 FT. LOWER THAN THE ORIGINAL STATION.
 TU3386'
 TU3386'THERE IS AN OBSERVATION SHEET FOR THIS STATION IN THE
 TU3386'H.T.S. FILES.
 TU3386
 TU3386                          STATION RECOVERY (1962)
 TU3386
 TU3386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3386'STATION RECOVERED IN GOOD CONDITION.
 TU3386'
 TU3386'STATION IS LOCATED ON THE NORTH COAST ON A PROMINENT HILL,
 TU3386'ABOUT 7.0 MILES WEST OF KALAUPAPA, ABOUT 2.5 MILES NORTH OF
 TU3386'THE MOLOKAI AIRPORT, ABOUT 2.4 MILES NORTH-NORTHWEST OF
 TU3386'KUALAPUU, AND ABOUT 200 FEET SOUTH OF THE COAST.
 TU3386'
 TU3386'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 46 AND
 TU3386'481 ABOUT 1.5 MILES EAST OF THE MOLOKAI AIRPORT, GO 1.4 MILES
 TU3386'NORTH ON STATE ROUTE 481 TO JUNCTION WITH STATE ROUTE 48, TURN LEFT
 TU3386'GO 2.0 MILES WEST TO INTERSECTION WITH FIELD ROAD, TURN RIGHT GO
 TU3386'0.7 MILE NORTH TO INTERSECTION WITH FIELD ROAD, TURN LEFT AND CROSS
 TU3386'CATTLEGUARD IN FENCELINE ON RIGHT, TAKE TRACK ROAD ON RIGHT
 TU3386'JUST AFTER CROSSING CATTLEGUARD, GO 0.5 MILE NORTH TO FORK IN
 TU3386'ROAD, TAKE RIGHT FORK ABOUT 0.5 MILE NORTH TO BASE OF
 TU3386'PROMINENT HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK ABOUT
 TU3386'0.05 MILE NORTHWEST TO STATION ON SUMMIT OF HILL.  A 4-WHEEL
 TU3386'VEHICLE CAN BE DRIVEN UP THE SOUTHEAST SLOPE OF THE HILL TO
 TU3386'THE SUMMIT AND ALONG THE SUMMIT TO THE STATION.
 TU3386'
 TU3386'STATE SURVEY, TYPE B NOW OVER STATION.
 TU3386
 TU3386                          STATION RECOVERY (1964)
 TU3386
 TU3386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU3386'STATION WAS NOT VISITED BUT THE HAWAII TERRITORIAL SURVEY TYPE B
 TU3386'SIGNAL WAS SEEN AND OBSERVATIONS MADE ON IT.
 TU3386
 TU3386                          STATION RECOVERY (1967)
 TU3386
 TU3386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3386'STATION FOUND IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2401 ***********************************************************************
 TU2401  DESIGNATION -  PUU KAPUKAPU
 TU2401  PID         -  TU2401
 TU2401  STATE/COUNTY-  HI/HAWAII
 TU2401  USGS QUAD   -  KAU DESERT (1995)
 TU2401
 TU2401                         *CURRENT SURVEY CONTROL
 TU2401  ___________________________________________________________________
 TU2401* NAD 83(1993)-  19 16 32.53042(N)    155 15 34.41859(W)     ADJUSTED  
 TU2401* LOCAL TIDAL -       318.6    (meters)    1045.     (feet)  VERT ANG  
 TU2401  ___________________________________________________________________
 TU2401  EPOCH DATE  -        1993.62
 TU2401  LAPLACE CORR-         -13.17  (seconds)                    DEFLEC99
 TU2401  GEOID HEIGHT-          19.04  (meters)                     GEOID03
 TU2401
 TU2401  HORZ ORDER  -  FIRST
 TU2401
 TU2401.The horizontal coordinates were established by classical geodetic methods
 TU2401.and adjusted by the National Geodetic Survey in December 1998..
 TU2401.The horizontal coordinates are valid at the epoch date displayed above.
 TU2401.The epoch date for horizontal control is a decimal equivalence
 TU2401.of Year/Month/Day.
 TU2401
 TU2401.The orthometric height was determined by vertical angle observations.
 TU2401
 TU2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2401
 TU2401.The geoid height was determined by GEOID03.
 TU2401
 TU2401;                    North         East     Units Scale Factor Converg.
 TU2401;SPC HI 1     -    48,982.967   525,273.564   MT  0.99997456   +0 04 45.7
 TU2401;UTM  05      - 2,132,880.174   262,527.426   MT  1.00029714   -0 44 46.6
 TU2401
 TU2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2401!SPC HI 1     -   0.99994693  x   0.99997456  =   0.99992149
 TU2401!UTM  05      -   0.99994693  x   1.00029714  =   1.00024405
 TU2401
 TU2401|---------------------------------------------------------------------|
 TU2401| PID    Reference Object                     Distance      Geod. Az  |
 TU2401|                                                           dddmmss.s |
 TU2401| CN6076 PUU KAPUKAPU RM 1                     9.711 METERS 15417     |
 TU2401| TU2358 PUU ULAULA RESET                    APPROX.19.7 KM 2460929.2 |
 TU2401| CN6077 PUU KAPUKAPU RM 2                     9.141 METERS 28325     |
 TU2401|---------------------------------------------------------------------|
 TU2401
 TU2401                          SUPERSEDED SURVEY CONTROL
 TU2401
 TU2401  NAD 83(1986)-  19 16 32.49638(N)    155 15 34.44989(W) AD(       ) 1
 TU2401  OLD HI      -  19 16 43.35512(N)    155 15 44.46103(W) AD(       ) 1
 TU2401
 TU2401.Superseded values are not recommended for survey control.
 TU2401.NGS no longer adjusts projects to the OLD HI datum.
 TU2401.See file dsdata.txt to determine how the superseded data were derived.
 TU2401
 TU2401_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6252732880(NAD 83)
 TU2401_MARKER: Z = SEE DESCRIPTION
 TU2401_SETTING: 0 = UNSPECIFIED SETTING
 TU2401
 TU2401  HISTORY     - Date     Condition        Report By
 TU2401  HISTORY     - 1914     MONUMENTED       CGS
 TU2401  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2401  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2401  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2401
 TU2401                          STATION DESCRIPTION
 TU2401
 TU2401'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2401'ON THE SOUTHEASTERN COAST OF HAWAII, ON THE SUMMIT OF THE PROMINENT
 TU2401'HILL OF THAT NAME AT THE OLD KEAUHOU LANDING, BELOW KILAUEA
 TU2401'VOLCANO.  MARKED BY A STANDARD BRONZE DISK SET IN HEAVY ROCK
 TU2401'SUNK IN THE GROUND AND COVERED WITH A CAIRN.
 TU2401
 TU2401                          STATION RECOVERY (1967)
 TU2401
 TU2401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2401'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2401'DESCRIPTION FOLLOWS--
 TU2401'
 TU2401'STATION IS LOCATED ABOUT 10 MILES DUE SOUTH OF THE HAWAII
 TU2401'VOLCANOES NATIONAL PARK HEADQUARTERS, ON THE SOUTHEASTERN COAST
 TU2401'OF THE ISLAND, ON THE WEST END OF PUU KAPUKAPU, A SHORT, PROMINENT
 TU2401'RIDGE OF 1050 FEET ELEVATION, OVERLOOKING THE COCONUT GROVE AT
 TU2401'END OF HALAPE TRAIL.
 TU2401'
 TU2401'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2401'HEADQUARTERS, GO SOUTHEAST ON CRATER RIM ROAD, PAST EAST END
 TU2401'OF THE VOLCANO HOUSE HOTEL, FOR 3.8 MILES TO CROSSROAD.  TURN
 TU2401'LEFT ON CHAIN OF CRATERS ROAD AND GO 2.2 MILES TO HILINA PALI PARK
 TU2401'ROAD ON RIGHT.  CONTINUE AHEAD ON CHAIN OF CRATERS ROAD FOR
 TU2401'1.6 MILES TO GRAVELED SIDE ROAD RIGHT, AT SIGN AINAHOU.  TURN
 TU2401'RIGHT AND GO 1.3 MILES TO LOCKED BOARD GATE.  PASS THROUGH GATE
 TU2401'AND CONTINUE AHEAD FOR 0.4 MILE TO BOARD GATE AHEAD, AT TRACK
 TU2401'ROAD RIGHT, NEAR BUILDINGS.  PASS THROUGH GATE AND CONTINUE
 TU2401'AHEAD FOR 0.75 MILE TO LARGE BLACK TANK ON RIGHT.  JOG TO LEFT
 TU2401'ABOUT 100 FEET, PASSING AROUND END OF FENCE, THEN ANGLE RIGHT AND
 TU2401'GO 0.1 MILE TO FENCE CORNER.  PASS THROUGH THE LEFT 1 OF 2 BOARD
 TU2401'GATES AND GO SOUTHERLY DOWN GRADE FOR 0.1 MILE TO GATE.  PASS
 TU2401'THROUGH GATE AND CONTINUE FOR 0.2 MILE TO BOARD GATE.  PASS
 TU2401'THROUGH GATE AND FOLLOW JEEP ROAD SOUTHERLY (IT SOON BECOMES
 TU2401'VERY ROUGH AND SLOW) FOR 5.0 MILES TO END OF ROAD AT BOUNDARY
 TU2401'FENCE AT ABOUT 670 FEET ELEVATION.  FROM HERE PACK
 TU2401'WESTERLY, GENERALLY FOLLOWING FENCE ACROSS LAVA LAND FOR
 TU2401'ABOUT 1-1/2 MILES TO CROSS-FENCE.  PASS THROUGH FENCE AND
 TU2401'CONTINUE, ALONG FENCE ANGLING SOUTHWEST, FOR ABOUT 1-1/2
 TU2401'MILES TO STATION.  A 4-WHEEL-DRIVE VEHICLE IS REQUIRED
 TU2401'FOR LAST 5 MILES.
 TU2401'
 TU2401'NOTE--PERMISSION AND A KEY MUST BE OBTAINED FROM MR. SHIPMAN
 TU2401'AT THE HILO MEAT CO. IN HILO TO CROSS THE AINAHOU PROPERTY.
 TU2401'
 TU2401'STATION MARK IS A STANDARD DISK, UNSTAMPED, CEMENTED IN A DRILL
 TU2401'HOLE IN THE TOP OF A RECTANGULAR, 10 X 24-INCH BOULDER THAT
 TU2401'PROJECTS 16 INCHES ABOVE GROUND.  A LARGE CAIRN IS BUILT OVER
 TU2401'THE MARK.
 TU2401
 TU2401                          STATION RECOVERY (1977)
 TU2401
 TU2401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2401'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS
 TU2401'SLIGHTLY LOOSE IN THE GROUND AND IT WAS REINFORCED WITH CEMENT
 TU2401'AND ROCK AT THIS TIME.  REFERENCE MARKS 1 AND 2 WAS SET AT THIS
 TU2401'TIME AND DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 TU2401'
 TU2401'THE STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF KALAPANA,
 TU2401'15-1/2 MILES NORTHEAST OF PAHALA AND 10 MILES SOUTH OF THE
 TU2401'HAWAII VOLCANOES NATIONAL PARK HEADQUARTERS, ON THE SOUTHEASTERN
 TU2401'COAST OF THE ISLAND, ON THE WEST END OF PUU KAPUKAPU WHICH IS A
 TU2401'SHORT PROMINENT RIDGE OF ABOUT 1050 FEET ELEVATION, IN THE
 TU2401'HAWAII VOLCANOES NATIONAL PARK.
 TU2401'
 TU2401'THE STATION WAS REACHED BY HELICOPTER AT THIS TIME, BUT THE
 TU2401'1967 DESCRIPTION TO THE STATION SHOULD BE ADEQUATE.
 TU2401'
 TU2401'THE STATION MARK IS A C AND GS DISK, UNSTAMPED, CEMENTED IN
 TU2401'A DRILL HOLE IN A 10 BY 24 INCH BOULDER THAT PROJECTS ABOUT 16
 TU2401'INCHES ABOVE THE GROUND SURFACE AND SURROUNDED BY A LOW ROCK WALL.
 TU2401'
 TU2401'REFERENCE MARK 1 IS A NGS DISK STAMPED PUU KAPUKAPU 1914 NO 1
 TU2401'1977, IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 TU2401'2 FEET ABOVE THE GROUND SURFACE.  IT IS ON THE EDGE OF A BLUFF AND
 TU2401'ABOUT 5 FEET LOWER THAN THE STATION MARK.
 TU2401'
 TU2401'REFERENCE MARK 2 IS A NGS DISK STAMPED PUU KAPUKAPU 1914 NO 2 1977,
 TU2401'IS CEMENTED IN A DRILL IN A BOULDER THAT PROJECTS ABOUT 6 INCHES
 TU2401'ABOVE THE GROUND SURFACE AND IS ABOUT 3 FEET LOWER THAN THE STATION
 TU2401'MARK.
 TU2401'
 TU2401'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2401'
 TU2401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2401'15-1/2 MILES NORTHEAST OF PAHALA.
 TU2401
 TU2401                          STATION RECOVERY (1978)
 TU2401
 TU2401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2401'STATION MARK AND RMS RECOVERED IN GOOD CONDITION.
 TU2401'
 TU2401'REACHED VIA HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1120 ***********************************************************************
 TU1120  DESIGNATION -  PUU KAUAI
 TU1120  PID         -  TU1120
 TU1120  STATE/COUNTY-  HI/HONOLULU
 TU1120  USGS QUAD   -  KANEOHE (1983)
 TU1120
 TU1120                         *CURRENT SURVEY CONTROL
 TU1120  ___________________________________________________________________
 TU1120* NAD 83(1993)-  21 28 30.48315(N)    157 50 56.54368(W)     ADJUSTED  
 TU1120* LOCAL TIDAL -       186.5    (meters)     612.     (feet)  VERT ANG  
 TU1120  ___________________________________________________________________
 TU1120  EPOCH DATE  -        1993.62
 TU1120  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 TU1120  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1120
 TU1120  HORZ ORDER  -  FIRST
 TU1120
 TU1120.The horizontal coordinates were established by classical geodetic methods
 TU1120.and adjusted by the National Geodetic Survey in December 1998..
 TU1120.The horizontal coordinates are valid at the epoch date displayed above.
 TU1120.The epoch date for horizontal control is a decimal equivalence
 TU1120.of Year/Month/Day.
 TU1120
 TU1120.The orthometric height was determined by vertical angle observations.
 TU1120
 TU1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1120
 TU1120.The geoid height was determined by GEOID03.
 TU1120
 TU1120;                    North         East     Units Scale Factor Converg.
 TU1120;SPC HI 3     -    34,161.108   515,645.030   MT  0.99999302   +0 03 19.0
 TU1120;UTM  04      - 2,375,172.020   619,241.181   MT  0.99977569   +0 25 17.1
 TU1120
 TU1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1120!SPC HI 3     -   0.99996822  x   0.99999302  =   0.99996124
 TU1120!UTM  04      -   0.99996822  x   0.99977569  =   0.99974392
 TU1120
 TU1120:                Primary Azimuth Mark                     Grid Az
 TU1120:SPC HI 3     -  MOKOLII ISLAND                           027 56 14.1
 TU1120:UTM  04      -  MOKOLII ISLAND                           027 34 16.0
 TU1120
 TU1120|---------------------------------------------------------------------|
 TU1120| PID    Reference Object                     Distance      Geod. Az  |
 TU1120|                                                           dddmmss.s |
 TU1120| TU1456 MOKOLII ISLAND                      APPROX. 4.3 KM 0275933.1 |
 TU1120| CJ8987 PUU KAUAI RM 1                        4.776 METERS 04514     |
 TU1120| TU1056 MOKAPU RESET                        APPROX.12.4 KM 1004447.5 |
 TU1120| TU1074 KANEOHE BAY E RADIO TOWER OF 3      APPROX.10.3 KM 1042844.7 |
 TU1120| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX.10.0 KM 1072337.3 |
 TU1120| CJ8988 PUU KAUAI RM 2                        5.569 METERS 22858     |
 TU1120|---------------------------------------------------------------------|
 TU1120
 TU1120                          SUPERSEDED SURVEY CONTROL
 TU1120
 TU1120  NAD 83(1986)-  21 28 30.43327(N)    157 50 56.55254(W) AD(       ) 1
 TU1120  OLD HI      -  21 28 41.85680(N)    157 51 06.44283(W) AD(       ) 1
 TU1120
 TU1120.Superseded values are not recommended for survey control.
 TU1120.NGS no longer adjusts projects to the OLD HI datum.
 TU1120.See file dsdata.txt to determine how the superseded data were derived.
 TU1120
 TU1120_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1924175172(NAD 83)
 TU1120
 TU1120  HISTORY     - Date     Condition        Report By
 TU1120  HISTORY     - 1957     MONUMENTED       CGS
 TU1120  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1120  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1120  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1120  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU1120  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU1120  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1120
 TU1120                          STATION DESCRIPTION
 TU1120
 TU1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1120'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU1120'FOLLOWS--
 TU1120'
 TU1120'STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF KANEOHE,
 TU1120'1/2-MILE SOUTHWEST OF THE WAIAHOLE POI FACTORY, AND 0.4 MILE WEST
 TU1120'OF STATION WAIAHOLE, ON A POINT OF ABOUT 615 FEET ELEVATION ON THE
 TU1120'RIDGE DIVIDING THE WAIAHOLE AND KAALAEA DISTRICTS.
 TU1120'
 TU1120'TO REACH STATION FROM THE POST OFFICE IN KANEOHE, GO NORTHWEST
 TU1120'ON STATE HIGHWAY 83 FOR 4.5 MILES TO THE HYGENIC STORE ON LEFT
 TU1120'AT SMALL SETTLEMENT.  CONTINUE ON THE HIGHWAY FOR 1.25 MILES.  TURN
 TU1120'LEFT ON KAIMALOLO PL. AND GO UP STEEP HILL FOR 0.15 MILE TO END OF
 TU1120'STREET AT ABOUT 200 FEET ELEVATION.  FROM HERE WALK SOUTHWEST UP
 TU1120'ONTO A BRUSHY RIDGE, THEN GO NORTHWEST UP ALONG RIDGE ABOUT
 TU1120'1/4-MILE TO STATION.
 TU1120'
 TU1120'STATION IS CENTER OF A 2-1/2-INCH IRON PIPE THAT PROJECTS ABOUT
 TU1120'2 FEET FROM THE CENTER OF A CONCRETE PLATFORM ABOUT 5 FEET
 TU1120'SQUARE AND FLUSH WITH GROUND.  THIS SIGNAL WAS BUILT LONG AGO BY
 TU1120'THE HAWAII TERRITORIAL SURVEY AND IS KNOWN AS A TYPE C SIGNAL.  A
 TU1120'RED AND WHITE METAL TARGET IS SET INTO THE STATION PIPE.
 TU1120
 TU1120                          STATION RECOVERY (1967)
 TU1120
 TU1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU1120'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 TU1120'
 TU1120'STATION LOCATED ABOUT 5-1/2 MILES NW OF KANEOHE, 1/2 MILE SW
 TU1120'OF WAIAHOLE POI FACTORY, 0.4 MILE WEST OF STATION WAIAHOLE AND
 TU1120'KAALAEA DISTRICTS.
 TU1120'
 TU1120'TO REACH STATION FROM POST OFFICE IN KANEOHE, GO NW ON STATE
 TU1120'HWY. 83 FOR 4.5 MILES TO THE HYGENIC STORE ON LEFT AT SMALL
 TU1120'SETTLEMENT.  CONTINUE ON HIGHWAY FOR 1.25 MILES.  TURN LEFT ON
 TU1120'KAIMALOLO PLACE AND GO UP STEEP HILL FOR 0.15 MILE TO END OF
 TU1120'STREET AT ABOUT 200 FT. ELEVATION.  FROM THERE WALK SW UP THE
 TU1120'TOP DRIVEWAY.  LOOK TO THE LEFT FOR A TRAIL LEADING UP OUT OF A
 TU1120'CLAY BANK ONTO A BRUSHY RIDGE, THEN GO NW UP A RIDGE TO THE
 TU1120'STATION.
 TU1120'
 TU1120'STATION IS CENTER OF A 2-1/2 IN. IRON PIPE THAT PROJECTS ABOUT 2
 TU1120'FEET FROM THE CENTER OF A CONCRETE PLATFORM ABOUT 5 FEET SQUARE
 TU1120'AND FLUSH WITH THE GROUND.  THIS SIGNAL WAS BUILT LONG AGO BY
 TU1120'THE HAWAII TERRITORIAL SURVEY AND IS KNOWN AS A TYPE C SIGNAL.  A
 TU1120'RED AND WHITE METAL TARGET IS SET INTO THE STATION PIPE.
 TU1120'
 TU1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1120'5-1/2 MILES NW OF KANEOHE TOWN.
 TU1120
 TU1120                          STATION RECOVERY (1969)
 TU1120
 TU1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1120'THIS STATION WAS PREVIOUSLY THE CENTER OF A 2-1/2 INCH IRON
 TU1120'PIPE WHICH WAS PART OF THE C TYPE HAWAII TERRITORIAL SURVEY
 TU1120'SIGNAL.  AT THIS TIME THE IRON PIPE WAS SAWED OFF ABOUT 1 INCH
 TU1120'ABOVE THE BASE OF THE SIGNAL AND A STANDARD STATION DISK WAS
 TU1120'CEMENTED INTO THE PIPE.  REFERENCE MARKS 1 AND 2 WERE ESTABLSHIED
 TU1120'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 TU1120'
 TU1120'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF KANEOHE AND
 TU1120'ON THE HIGHEST POINT OF A LOW, BRUSH COVERED RIDGE.
 TU1120'
 TU1120'TO REACH THE STATION FROM THE POST OFFICE IN KANEOHE, GO
 TU1120'NORTHWEST ON STATE HIGHWAY 83 FOR 4.5 MILES TO A REVERSE FORK,
 TU1120'BEAR RIGHT AND CONTINUE NORTHERLY ON STATE HIGHWAY 83 FOR 1.25
 TU1120'MILES TO A SIDE STREET ON THE LEFT, TURN LEFT AND FOLLOW KAIMALOLO
 TU1120'PLACE FOR 0.15 MILE TO THE END OF THE STREET AND THE END OF TRUCK
 TU1120'TRAVEL.  PACK WESTERLY UP ONTO THE RIDGE, THEN BEAR RIGHT AND
 TU1120'FOLLOW THE RIDGE NORTHERLY TO THE HIGHEST POINT AND THE
 TU1120'STATION.
 TU1120'
 TU1120'THE STATION MARK IS A STANDARD DISK STAMPED PUU KAUAI 1957 1969,
 TU1120'CEMENTED IN THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT
 TU1120'1 INCH ABOVE THE SURFACE OF A 5 X 5 FOOT CONCRETE PAD.
 TU1120'
 TU1120'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PUU KAUAI 1957 NO
 TU1120'1 1969, BRAZED TO THE TOP OF 2 INCH SOIL PIPE PROJECTING 4 INCHES
 TU1120'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 TU1120'MARK.
 TU1120'
 TU1120'REFERENCE MARK 2 IS A STANDARD DISK STAMPED PUU KAUAI 1957 NO
 TU1120'2 1969, BRAZED TO THE TOP OF A 2 INCH SOIL PIPE PROJECTING ABOUT
 TU1120'4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 TU1120'STATION MARK.
 TU1120'
 TU1120'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO THE
 TU1120'CREST OF THE RIDGE AND THE OBSERVING STAND BEING ON LINE.
 TU1120'
 TU1120'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1120'
 TU1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1120'5-1/2 MILES NORTHWEST OF KANEOHE.
 TU1120
 TU1120                          STATION RECOVERY (1970)
 TU1120
 TU1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (GMW)
 TU1120'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN
 TU1120'APPARENT GOOD CONDITION AS DESCRIBED IN THE RECOVERY DESCRIPTION
 TU1120'OF C.A. ANNIS, 1969 WITH THE ADDITION THAT THE STATE OF HAWAII HAS
 TU1120'NOW ERECTED A TYPE B SIGNAL OVER THE STATION.  ACCESS HOLES HAVE
 TU1120'BEEN PLACED SUCH THAT DIRECT MEASUREMENTS TO THE REFERENCE MARKS
 TU1120'IS NOT POSSIBLE.
 TU1120'
 TU1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1120'5-1/2 MILES NORTHWEST OF KANEOHE.
 TU1120
 TU1120                          STATION RECOVERY (1975)
 TU1120
 TU1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU1120'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU1120'AS DESCRIBED IN 1969 AND 1970.  THE PACK ALONG THE TRAIL FROM THE
 TU1120'END OF TRUCK TRAVEL IS SOMEWHAT BRUSHY AND TAKES ABOUT 20 MINUTES.
 TU1120'
 TU1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1120'5-1/2 MILES NW OF KANEOHE.
 TU1120
 TU1120                          STATION RECOVERY (1976)
 TU1120
 TU1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1120'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TU1120'
 TU1120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1120'5-1/2 MILES NW OF KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2708 ***********************************************************************
 TU2708  DESIGNATION -  PUU KEHENA
 TU2708  PID         -  TU2708
 TU2708  STATE/COUNTY-  HI/HAWAII
 TU2708  USGS QUAD   -  HAWI (1995)
 TU2708
 TU2708                         *CURRENT SURVEY CONTROL
 TU2708  ___________________________________________________________________
 TU2708* NAD 83(1993)-  20 09 12.12880(N)    155 49 19.85159(W)     ADJUSTED  
 TU2708* LOCAL TIDAL -       767.1    (meters)    2517.     (feet)  VERT ANG  
 TU2708  ___________________________________________________________________
 TU2708  EPOCH DATE  -        1993.62
 TU2708  LAPLACE CORR-           9.12  (seconds)                    DEFLEC99
 TU2708  GEOID HEIGHT-          19.68  (meters)                     GEOID03
 TU2708
 TU2708  HORZ ORDER  -  SECOND
 TU2708
 TU2708.The horizontal coordinates were established by classical geodetic methods
 TU2708.and adjusted by the National Geodetic Survey in December 1998..
 TU2708.The horizontal coordinates are valid at the epoch date displayed above.
 TU2708.The epoch date for horizontal control is a decimal equivalence
 TU2708.of Year/Month/Day.
 TU2708
 TU2708.The orthometric height was determined by vertical angle observations.
 TU2708
 TU2708.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2708
 TU2708.The geoid height was determined by GEOID03.
 TU2708
 TU2708;                    North         East     Units Scale Factor Converg.
 TU2708;SPC HI 1     -   146,153.169   466,318.458   MT  0.99998068   -0 06 39.6
 TU2708;UTM  05      - 2,230,958.014   204,980.488   MT  1.00067588   -0 58 23.0
 TU2708
 TU2708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2708!SPC HI 1     -   0.99987634  x   0.99998068  =   0.99985703
 TU2708!UTM  05      -   0.99987634  x   1.00067588  =   1.00055214
 TU2708
 TU2708|---------------------------------------------------------------------|
 TU2708| PID    Reference Object                     Distance      Geod. Az  |
 TU2708|                                                           dddmmss.s |
 TU2708| CN6079 PUU KEHENA RM 2                       2.362 METERS 05238     |
 TU2708| TU2704 CAIRN                               APPROX. 2.6 KM 1352831.3 |
 TU2708| TU2746 MAHUKONA LIGHT                      APPROX. 8.8 KM 2894908.2 |
 TU2708| TU2739 RED TANK                            APPROX. 8.7 KM 2950639.4 |
 TU2708| CN6078 PUU KEHENA RM 1                       4.862 METERS 32604     |
 TU2708|---------------------------------------------------------------------|
 TU2708
 TU2708                          SUPERSEDED SURVEY CONTROL
 TU2708
 TU2708  NAD 83(1986)-  20 09 12.10190(N)    155 49 19.85159(W) AD(       ) 2
 TU2708  OLD HI      -  20 09 23.14100(N)    155 49 29.88200(W) AD(       ) 2
 TU2708
 TU2708.Superseded values are not recommended for survey control.
 TU2708.NGS no longer adjusts projects to the OLD HI datum.
 TU2708.See file dsdata.txt to determine how the superseded data were derived.
 TU2708
 TU2708_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0498030958(NAD 83)
 TU2708
 TU2708  HISTORY     - Date     Condition        Report By
 TU2708  HISTORY     - 1948     MONUMENTED       HITS
 TU2708  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2708
 TU2708                          STATION DESCRIPTION
 TU2708
 TU2708'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2708'THE STATION IS LOCATED ON THE WESTERN SUMMIT OF A LOW VOLCANIC
 TU2708'KNOLL NAMED PUU KEHENA.  IT IS ABOUT 14 MILES NORTHWEST OF WAIMEA,
 TU2708'ABOUT 6 MILES SOUTH OF HAWI, ABOUT 0.75 MILE WEST OF THE ROAD
 TU2708'WHICH RUNS BETWEEN WAIMEA AND HAWI AND ABOUT 200 FEET WEST OF THE
 TU2708'CENTER OF THE EXTINCT CRATER.
 TU2708'
 TU2708'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO WEST AND NORTH ON
 TU2708'THE ROAD WHICH LEADS TOWARD HAWI FOR 15 MILES.  PASS OVER A CATTLE
 TU2708'GUARD AND CONTINUE NORTH FOR 0.3 MILE.  TURN LEFT, PASS THROUGH
 TU2708'A BOARD GATE, AND GO ACROSS COUNTRY, WESTERLY, FOR 0.75 MILE TO
 TU2708'THE SUMMIT OF THE KNOLL AND THE STATION.
 TU2708'
 TU2708'THE STATION IS THE CENTER OF A 1-1/4 INCH IRON PIPE WHICH PROJECTS
 TU2708'ABOUT 2 INCHES FROM A TRIANGULAR SLAB OF CONCRETE WHICH IS ABOUT
 TU2708'7 FEET ON EACH SIDE.  THE CONCRETE SLAB PROJECTS ABOUT 1 FOOT.
 TU2708'
 TU2708'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU KEHENA
 TU2708'1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2708'SURFACE OF THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2708
 TU2708                          STATION RECOVERY (1967)
 TU2708
 TU2708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2708'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN GOOD
 TU2708'CONDITION, HOWEVER THE METAL LEGS OF THE TARGET SUPPORT HAVE
 TU2708'RUSTED OFF AND THERE IS NO LONGER A TARGET OVER THE MARK.  A
 TU2708'DISCREPANCY WAS NOTED IN THE DISTANCE TO RM NO. 1.  THE 1967
 TU2708'DISTANCE WAS DOUBLE-CHECKED AND IS CORRECT.  A NEW REFERENCE
 TU2708'MARK, NUMBER TWO, WAS ESTABLISHED.  A COMPLETE DESCRIPTION
 TU2708'FOLLOWS--
 TU2708'
 TU2708'STATION IS LOCATED ABOUT 13-1/2 MILES NORTHWEST OF KAMUELA,
 TU2708'5-1/2 MILES SOUTH OF HAWI, AND 0.6 MILE SOUTHWEST OF STATE HIGHWAY
 TU2708'25, AT ABOUT 2517 FEET ELEVATION, ON THE WEST RIM OF PUU KEHENA,
 TU2708'AN OLD CRATER IN OPEN PASTURE LAND.
 TU2708'
 TU2708'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, FOLLOW STATE
 TU2708'HIGHWAY 25 WEST AND NORTHWEST, TOWARDS HAWI, FOR 14.5 MILES TO
 TU2708'CATTLEGUARD.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.3 MILE TO BOARD
 TU2708'GATE ON LEFT AT POWER POLE 158.  TURN LEFT, THROUGH GATE, AND GO
 TU2708'SOUTHWEST DOWN ACROSS PASTURE FOR 0.35 MILE TO FENCE CORNER ON
 TU2708'LEFT.  CONTINUE AHEAD FOR 0.25 MILE TO LOW SADDLE AT NORTH SIDE
 TU2708'OF CRATER RIM.  TURN LEFT UP ONTO TOP OF RIM AND GO 0.2 MILE TO
 TU2708'STATION ON WEST SIDE.
 TU2708'
 TU2708'STATION IS THE CENTER OF A 1-1/4-INCH IRON PIPE, RUSTED OFF FLUSH
 TU2708'WITH CONCRETE, IN THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM
 TU2708'ABOUT 7 FEET ON EACH SIDE AND PROJECTING 6 INCHES ABOVE GROUND.
 TU2708'
 TU2708'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU KEHENA
 TU2708'1 1948 CEMENTED IN A DRILL HOLE IN A 20-INCH-DIAMETER BEDROCK
 TU2708'OUTCROP THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS ABOUT 2 FEET
 TU2708'LOWER THAN STATION MARK.
 TU2708'
 TU2708'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU KEHENA
 TU2708'HTS 1948 NO 2 1967, CEMENTED IN A DRILL HOLE IN THE TOP OF AN
 TU2708'8-INCH LAVA ROCK OUTCROP THAT PROJECTS 3 INCHES ABOVE GROUND.  IT
 TU2708'IS ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2870 ***********************************************************************
 TU2870  DESIGNATION -  PUU KEONEHUNEHUNE SUMMIT TANK
 TU2870  PID         -  TU2870
 TU2870  STATE/COUNTY-  HI/MAUI
 TU2870  USGS QUAD   -  MAKENA (1995)
 TU2870
 TU2870                         *CURRENT SURVEY CONTROL
 TU2870  ___________________________________________________________________
 TU2870* NAD 83(1993)-  20 39 00.46405(N)    156 21 43.99647(W)     ADJUSTED  
 TU2870* LOCAL TIDAL -                                                        
 TU2870  ___________________________________________________________________
 TU2870  EPOCH DATE  -        1993.62
 TU2870  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 TU2870  GEOID HEIGHT-          17.14  (meters)                     GEOID03
 TU2870
 TU2870  HORZ ORDER  -  THIRD
 TU2870
 TU2870.The horizontal coordinates were established by classical geodetic methods
 TU2870.and adjusted by the National Geodetic Survey in December 1998..
 TU2870.The horizontal coordinates are valid at the epoch date displayed above.
 TU2870.The epoch date for horizontal control is a decimal equivalence
 TU2870.of Year/Month/Day.
 TU2870
 TU2870
 TU2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2870
 TU2870.The geoid height was determined by GEOID03.
 TU2870
 TU2870;                    North         East     Units Scale Factor Converg.
 TU2870;SPC HI 2     -    35,101.149   531,725.543   MT  0.99997910   +0 06 26.5
 TU2870;UTM  04      - 2,285,659.522   774,848.401   MT  1.00053369   +0 55 51.0
 TU2870
 TU2870                          SUPERSEDED SURVEY CONTROL
 TU2870
 TU2870  NAD 83(1986)-  20 39 00.43438(N)    156 21 43.98993(W) AD(       ) 4
 TU2870  OLD HI      -  20 39 11.92000(N)    156 21 54.12000(W) AD(       ) 3
 TU2870
 TU2870.Superseded values are not recommended for survey control.
 TU2870.NGS no longer adjusts projects to the OLD HI datum.
 TU2870.See file dsdata.txt to determine how the superseded data were derived.
 TU2870
 TU2870_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7484885660(NAD 83)
 TU2870
 TU2870  HISTORY     - Date     Condition        Report By
 TU2870  HISTORY     - UNK      MONUMENTED
 TU2870  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2870
 TU2870                          STATION DESCRIPTION
 TU2870
 TU2870'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2870'STATION WAS IDENTIFIED BY ANGLE.  LOCATED ABOUT 2-1/4 MILES EAST
 TU2870'OF ULUPALAKUA, ON A BARE HILL OF ABOUT 4383 FEET ELEVATION.
 TU2870'
 TU2870'STATION IS A LARGE, PROMINENT, SILVER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2468 ***********************************************************************
 TU2468  DESIGNATION -  PUU KI RESET
 TU2468  PID         -  TU2468
 TU2468  STATE/COUNTY-  HI/HAWAII
 TU2468  USGS QUAD   -  POHUE BAY (1995)
 TU2468
 TU2468                         *CURRENT SURVEY CONTROL
 TU2468  ___________________________________________________________________
 TU2468* NAD 83(1993)-  19 00 17.44873(N)    155 47 34.35025(W)     ADJUSTED  
 TU2468* LOCAL TIDAL -        44.1    (meters)     145.     (feet)  VERT ANG  
 TU2468  ___________________________________________________________________
 TU2468  EPOCH DATE  -        1993.62
 TU2468  LAPLACE CORR-           8.87  (seconds)                    DEFLEC99
 TU2468  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU2468
 TU2468  HORZ ORDER  -  SECOND
 TU2468
 TU2468.The horizontal coordinates were established by classical geodetic methods
 TU2468.and adjusted by the National Geodetic Survey in December 1998..
 TU2468.The horizontal coordinates are valid at the epoch date displayed above.
 TU2468.The epoch date for horizontal control is a decimal equivalence
 TU2468.of Year/Month/Day.
 TU2468
 TU2468.The orthometric height was determined by vertical angle observations.
 TU2468
 TU2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2468
 TU2468.The geoid height was determined by GEOID03.
 TU2468
 TU2468;                    North         East     Units Scale Factor Converg.
 TU2468;SPC HI 1     -    19,010.055   469,164.410   MT  0.99997842   -0 05 43.3
 TU2468;UTM  05      - 2,103,698.751   205,966.338   MT  1.00066888   -0 54 36.5
 TU2468
 TU2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2468!SPC HI 1     -   0.99999058  x   0.99997842  =   0.99996900
 TU2468!UTM  05      -   0.99999058  x   1.00066888  =   1.00065945
 TU2468
 TU2468:                Primary Azimuth Mark                     Grid Az
 TU2468:SPC HI 1     -  HAPAIMANU                                011 51 52.3
 TU2468:UTM  05      -  HAPAIMANU                                012 40 45.5
 TU2468
 TU2468|---------------------------------------------------------------------|
 TU2468| PID    Reference Object                     Distance      Geod. Az  |
 TU2468|                                                           dddmmss.s |
 TU2468| TU2455 HAPAIMANU                           APPROX.19.1 KM 0114609.0 |
 TU2468| TU2452 IHUANU                              APPROX.18.5 KM 0195317.3 |
 TU2468| TU2453 HALEPOHAHA                          APPROX.16.4 KM 0220202.7 |
 TU2468| CN6080 PUU KI RM 1                          10.620 METERS 14805     |
 TU2468| TU2471 PO                                  245.764 METERS 27339     |
 TU2468| TU2470 NA PUU A PELE RESET                 APPROX. 6.8 KM 2911306.0 |
 TU2468| CN6081 PUU KI RM 2                           6.345 METERS 35757     |
 TU2468|---------------------------------------------------------------------|
 TU2468
 TU2468                          SUPERSEDED SURVEY CONTROL
 TU2468
 TU2468  NAD 83(1986)-  19 00 17.43969(N)    155 47 34.40173(W) AD(       ) 2
 TU2468  OLD HI      -  19 00 28.24100(N)    155 47 44.43200(W) AD(       ) 2
 TU2468
 TU2468.Superseded values are not recommended for survey control.
 TU2468.NGS no longer adjusts projects to the OLD HI datum.
 TU2468.See file dsdata.txt to determine how the superseded data were derived.
 TU2468
 TU2468_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0596603699(NAD 83)
 TU2468_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2468
 TU2468  HISTORY     - Date     Condition        Report By
 TU2468  HISTORY     - 1967     MONUMENTED       HIGS
 TU2468  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2468  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2468  HISTORY     - 1979     GOOD             NOS
 TU2468
 TU2468                          STATION DESCRIPTION
 TU2468
 TU2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2468'PUU KI 1914 WAS RECOVERED.  IT WAS RE-MARKED WITH A
 TU2468'STANDARD STATION DISK AND TWO REFERENCE MARKS WERE
 TU2468'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2468'
 TU2468'STATION IS LOCATED ABOUT 14 MILES WEST-SOUTHWEST OF
 TU2468'NAALEHU AND 10 MILES NORTHWEST OF THE SOUTHERNMOST POINT OF
 TU2468'THE ISLAND.  ON THE SUMMIT OF PUU KI, A PROMINENT, BARE HILL
 TU2468'OF 145 FEET ELEVATION THAT LIES ABOUT 1/2 MILE SOUTHEAST OF
 TU2468'POHUE BAY AND 300 FEET NORTHEAST OF KELIULI BAY.
 TU2468'
 TU2468'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON
 TU2468'STATE HIGHWAY 11 FOR 7.7 MILES TO KAHUKU RANCH ROAD ON
 TU2468'LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 5.3 MILES TO LOCKED
 TU2468'BOARD GATE ON LEFT, BETWEEN POWER POLES 396 AND 397.  (KEY FOR
 TU2468'GATE WAS OBTAINED AT THE KAHUKU RANCH).  PASS THROUGH GATE AND
 TU2468'GO SOUTHERLY ON TRACK ROAD FOR 5.6 MILES TO FORK.  TAKE LEFT
 TU2468'FORK AND FOLLOW DIM ROAD 0.7 MILE TO TOP OF HILL AND
 TU2468'STATION.  NOTE--A 4-WHEEL DRIVE VEHICLE IS REQUIRED.
 TU2468'
 TU2468'STATION MARK IS A STANDARD DISK STAMPED PUU KI HGS 1914 1967,
 TU2468'CEMENTED IN THE ORIGINAL STATION DRILL HOLE IN MIDDLE OF AN 8-INCH,
 TU2468'CHISELED TRIANGLE IN THE TOP OF A FLAT ROCK FLUSH WITH
 TU2468'GROUND.  IT IS 30 FEET NORTHWEST OF A LARGE AND PROMINENT
 TU2468'HYDRO-SIGNAL.  A LARGE CAIRN, WITH TARGET POLE IN CENTER, IS
 TU2468'BUILT OVER THE STATION MARK.
 TU2468'
 TU2468'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU KI HGS
 TU2468'1914 NO 1 1967, CEMENTED IN A DRILL HOLE IN A SQUARE BEDROCK OUTCROP
 TU2468'12 X 20 INCHES, AND PROJECTING 8 INCHES ABOVE GROUND.  IT IS 4.1
 TU2468'FEET LOWER THAN STATION MARK.
 TU2468'
 TU2468'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU KI HGS
 TU2468'1914 NO 2 1967, CEMENTED IN A DRILL HOLE IN A ROUGH LAVA
 TU2468'BEDROCK OUTCROP 4 FEET IN DIAMETER AND PROJECTING 1 FOOT ABOVE
 TU2468'GROUND.  IT IS 4.2 FEET LOWER THAN STATION MARK.
 TU2468
 TU2468                          STATION RECOVERY (1978)
 TU2468
 TU2468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2468'TO REACH FROM THE P.O. IN NAHLEHU, GO W. ON HWY. 11 FOR 7.7 MI TO
 TU2468'KAHUKU RANCH ON LEFT.  NEW--CONTINUE W. ON THE HWY. FOR 4.9 MI TO
 TU2468'KOHALA BLVD., TURN LEFT AND GO 0.25 MI ON KOHALA BLVD. TO MAILE
 TU2468'DRIVE, TURN RIGHT AND GO 0.7 MI ON MAILE TO MAIKAI BLVD., TURN
 TU2468'LEFT AND GO 3.4 MI ON BLVD. TO LOCKED GATE (KEY MAY BE OBTAINED
 TU2468'AT THE KAHUKU RANCH), CONTINUE ON RD. FOR 2.2 MI TO THE OCEAN,
 TU2468'TURN LEFT AND GO S. ALONG THE COAST FOR 1.5 MI TO TOP OF HILL
 TU2468'AND STATION.  STATION MK. AND RM. NO 1 AND NO 2 WERE
 TU2468'RECOVERED IN GOOD CONDITION.
 TU2468
 TU2468                          STATION RECOVERY (1979)
 TU2468
 TU2468'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2468'RECOVERED AS DESCRIBED BY YUKIO YAMAMOTO IN 1978. ALL
 TU2468'MARKS WERE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3468 ***********************************************************************
 TU3468  DESIGNATION -  PUU KOAI
 TU3468  PID         -  TU3468
 TU3468  STATE/COUNTY-  HI/MAUI
 TU3468  USGS QUAD   -  ILIO POINT (1993)
 TU3468
 TU3468                         *CURRENT SURVEY CONTROL
 TU3468  ___________________________________________________________________
 TU3468* NAD 83(1993)-  21 09 29.52824(N)    157 16 29.02895(W)     ADJUSTED  
 TU3468* LOCAL TIDAL -        26.     (meters)      85.     (feet)  SCALED    
 TU3468  ___________________________________________________________________
 TU3468  EPOCH DATE  -        1993.62
 TU3468  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 TU3468  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU3468
 TU3468  HORZ ORDER  -  THIRD
 TU3468
 TU3468.The horizontal coordinates were established by classical geodetic methods
 TU3468.and adjusted by the National Geodetic Survey in December 1998..
 TU3468.The horizontal coordinates are valid at the epoch date displayed above.
 TU3468.The epoch date for horizontal control is a decimal equivalence
 TU3468.of Year/Month/Day.
 TU3468
 TU3468.The orthometric height was scaled from a topographic map.
 TU3468
 TU3468.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3468
 TU3468.The geoid height was determined by GEOID03.
 TU3468
 TU3468;                    North         East     Units Scale Factor Converg.
 TU3468;SPC HI 2     -    91,442.254   436,847.463   MT  1.00001593   -0 13 10.1
 TU3468;UTM  04      - 2,340,630.166   679,135.773   MT  0.99999656   +0 37 22.4
 TU3468
 TU3468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3468!SPC HI 2     -   0.99999348  x   1.00001593  =   1.00000941
 TU3468!UTM  04      -   0.99999348  x   0.99999656  =   0.99999004
 TU3468
 TU3468:                Primary Azimuth Mark                     Grid Az
 TU3468:SPC HI 2     -  PUU O KAIAKA RESET                       044 15 29.1
 TU3468:UTM  04      -  PUU O KAIAKA RESET                       043 24 56.6
 TU3468
 TU3468|---------------------------------------------------------------------|
 TU3468| PID    Reference Object                     Distance      Geod. Az  |
 TU3468|                                                           dddmmss.s |
 TU3468| TU3460 PUU O KAIAKA RESET                  APPROX. 3.5 KM 0440219.0 |
 TU3468|---------------------------------------------------------------------|
 TU3468
 TU3468                          SUPERSEDED SURVEY CONTROL
 TU3468
 TU3468  NAD 83(1986)-  21 09 29.48672(N)    157 16 28.98441(W) AD(       ) 3
 TU3468  OLD HI      -  21 09 40.95000(N)    157 16 39.19000(W) AD(       ) 3
 TU3468
 TU3468.Superseded values are not recommended for survey control.
 TU3468.NGS no longer adjusts projects to the OLD HI datum.
 TU3468.See file dsdata.txt to determine how the superseded data were derived.
 TU3468
 TU3468_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7913640630(NAD 83)
 TU3468
 TU3468  HISTORY     - Date     Condition        Report By
 TU3468  HISTORY     - UNK      MONUMENTED
 TU3468  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3468
 TU3468                          STATION DESCRIPTION
 TU3468
 TU3468'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3468'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE LOCATION OF THIS
 TU3468'STATION WAS ON A SAND DUNE THAT IS NOW COVERED WITH KEAWE
 TU3468'BRUSH.  THE MARK IS BELIEVED TO HAVE BEEN REMOVED OR COVERED
 TU3468'WITH DRIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3342 ***********************************************************************
 TU3342  DESIGNATION -  PUU KOLEKOLE 1925
 TU3342  PID         -  TU3342
 TU3342  STATE/COUNTY-  HI/MAUI
 TU3342  USGS QUAD   -  
 TU3342
 TU3342                         *CURRENT SURVEY CONTROL
 TU3342  ___________________________________________________________________
 TU3342* NAD 83(1993)-  21 06 08.19513(N)    156 54 06.03833(W)     ADJUSTED  
 TU3342* LOCAL TIDAL -      1204.     (meters)    3950.     (feet)  SCALED    
 TU3342  ___________________________________________________________________
 TU3342  EPOCH DATE  -        1993.62
 TU3342  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 TU3342  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU3342
 TU3342  HORZ ORDER  -  THIRD
 TU3342
 TU3342.The horizontal coordinates were established by classical geodetic methods
 TU3342.and adjusted by the National Geodetic Survey in December 1998..
 TU3342.The horizontal coordinates are valid at the epoch date displayed above.
 TU3342.The epoch date for horizontal control is a decimal equivalence
 TU3342.of Year/Month/Day.
 TU3342
 TU3342.The orthometric height was scaled from a topographic map.
 TU3342
 TU3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3342
 TU3342.The geoid height was determined by GEOID03.
 TU3342
 TU3342;                    North         East     Units Scale Factor Converg.
 TU3342;SPC HI 2     -    85,147.490   475,583.295   MT  0.99997403   -0 05 04.6
 TU3342;UTM  04      - 2,334,904.332   717,963.622   MT  1.00018712   +0 45 20.8
 TU3342
 TU3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3342!SPC HI 2     -   0.99980827  x   0.99997403  =   0.99978230
 TU3342!UTM  04      -   0.99980827  x   1.00018712  =   0.99999535
 TU3342
 TU3342:                Primary Azimuth Mark                     Grid Az
 TU3342:SPC HI 2     -  PUU PAPAI RESET                          177 12 24.0
 TU3342:UTM  04      -  PUU PAPAI RESET                          176 21 58.6
 TU3342
 TU3342|---------------------------------------------------------------------|
 TU3342| PID    Reference Object                     Distance      Geod. Az  |
 TU3342|                                                           dddmmss.s |
 TU3342| TU3341 PUU PAPAI RESET                     APPROX. 4.4 KM 1770719.4 |
 TU3342|---------------------------------------------------------------------|
 TU3342
 TU3342                          SUPERSEDED SURVEY CONTROL
 TU3342
 TU3342  NAD 83(1986)-  21 06 08.14976(N)    156 54 05.98717(W) AD(       ) 3
 TU3342  OLD HI      -  21 06 19.58800(N)    156 54 16.09100(W) AD(       ) 3
 TU3342
 TU3342.Superseded values are not recommended for survey control.
 TU3342.NGS no longer adjusts projects to the OLD HI datum.
 TU3342.See file dsdata.txt to determine how the superseded data were derived.
 TU3342
 TU3342_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1796434904(NAD 83)
 TU3342
 TU3342  HISTORY     - Date     Condition        Report By
 TU3342  HISTORY     - 1925     MONUMENTED       CGS
 TU3342  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3342
 TU3342                          STATION DESCRIPTION
 TU3342
 TU3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3342'ONLY DESCRIPTION AVAILABLE WAS OBTAINED FROM THE STATE OF HAWAII
 TU3342'SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION MARK WAS
 TU3342'4 X 4 REDWOOD POST REFERENCED BY 3 CROSSES ON STONES.  STATION WAS
 TU3342'RECOVERED AND FOUND TO BE MARKED BY A PIPE.  TWO OF THE REFERENCE
 TU3342'CROSSES WERE RECOVERED AND THE STATION IDENTIFIED BY A
 TU3342'MEASUREMENT TO THEM.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3342'
 TU3342'STATION IS LOCATED, AIRLINE, ABOUT 7-3/4 MILES EAST OF
 TU3342'KAUNAKAKAI, 5 MILES SOUTHEAST OF THE MOLOKAI FORESTRY CAMP, AND
 TU3342'4-1/4 MILES NORTH-NORTHWEST OF KAMALO WHARF, ON THE SUMMIT OF A
 TU3342'PROMINENT HILL OF 3951 FEET ELEVATION THAT HAS A ROW OF JUNIPER
 TU3342'TREES ACROSS ITS NORTH END AND A NORTHEAST-SOUTHWEST FENCE
 TU3342'LINE ACROSS THE TOP.
 TU3342'
 TU3342'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3342'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3342'HIGHWAY 46 FOR 3.7 MILES TO A CROSSROAD AT A READY-MIX PLANT ON
 TU3342'THE LEFT.  TURN RIGHT AND GO EAST FOR 0.25 MILE TO
 TU3342'CATTLEGUARD.  CROSS AND CONTINUE FOR 3.0 MILES TO FORK.  TAKE
 TU3342'LEFT FORK AND GO 0.75 MILE TO A CATTLEGUARD.  CROSS AND CONTINUE
 TU3342'FOR 2.4 MILES TO FORESTRY CAMP BUILDINGS.  BEAR RIGHT AND FOLLOW
 TU3342'FOREST ROAD FOR 1.15 MILES TO TANK AND RESERVOIR ON LEFT.  CONTINUE
 TU3342'ON MAIN ROAD FOR 3.4 MILES TO METAL BUILDINGS ON LEFT.  CONTINUE
 TU3342'AHEAD FOR 1.3 MILES TO FORK.  TAKE LEFT FORK, STRAIGHT AHEAD,
 TU3342'OFF OF MAIN ROAD, FOR 50 YARDS TO FORK.  TAKE LEFT FORK, PASSING
 TU3342'ALONG A FENCE, FOR 0.2 MILE TO FENCE CORNER AND FORK.  TAKE LEFT
 TU3342'FORK FOR 0.6 MILE TO FORK.  TAKE RIGHT FORK AND FOLLOW MAIN ROAD
 TU3342'FOR 0.5 MILE TO END OF ROAD.  PACK SOUTHERLY ON GOOD TRAIL DOWN
 TU3342'RIDGE FOR 300 YARDS TO CONCRETE BRIDGE, AND SMALL RESERVOIR ON
 TU3342'LEFT.  GO LEFT BEFORE CROSSING BRIDGE FOR ABOUT 30 YARDS.
 TU3342'CROSS STREAM TO RIGHT AND ENTER TUNNEL THAT IS PARTIALLY
 TU3342'HIDDEN BY BRUSH.  PASS THROUGH TUNNEL THEN GO LEFT DOWN
 TU3342'TRAIL ABOUT 100 YARDS TO CONCRETE BRIDGE .  CROSS BRIDGE
 TU3342'AND GO RIGHT ON TRAIL UP ALONG RIDGE FOR ABOUT 1/2 MILE TO TOP
 TU3342'OF RIDGE AND TRAIL FORK.  GO SHARP RIGHT AND GO ABOUT 1/2 MILE TO
 TU3342'STATION ON POINT OF HILL.
 TU3342'
 TU3342'STATION MARK IS A 1-1/2 INCH IRON PIPE PROJECTING FROM A 5-GALLON
 TU3342'CAN THAT IS FULL OF CEMENT, SET FLUSH WITH THE GROUND AND
 TU3342'SURROUNDED BY A MASS OF CONCRETE.  IT IS SET IN THE FENCE-LINE,
 TU3342'1 FOOT NORTHEAST OF THE HIGHEST FENCE POST.  A METAL CYLINDER
 TU3342'TARGET MOUNTED ON A 1-INCH IRON PIPE SET INTO THE STATION PIPE
 TU3342'PROJECTS ABOUT 6 FEET ABOVE GROUND.
 TU3342'
 TU3342'WEST CROSS IS 6.5 FEET FROM STATION.
 TU3342'
 TU3342'EAST-NORTHEAST CROSS IS 8.3 FEET FROM STATION.
 TU3342'
 TU3342'NOTE--PACKING TIME ABOUT 1 HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2604 ***********************************************************************
 TU2604  DESIGNATION -  PUU KUAINIHO
 TU2604  PID         -  TU2604
 TU2604  STATE/COUNTY-  HI/HAWAII
 TU2604  USGS QUAD   -  PUU ANAHULU (1996)
 TU2604
 TU2604                         *CURRENT SURVEY CONTROL
 TU2604  ___________________________________________________________________
 TU2604* NAD 83(1993)-  19 50 11.76768(N)    155 46 08.63253(W)     ADJUSTED  
 TU2604* LOCAL TIDAL -       827.8    (meters)    2716.     (feet)  VERT ANG  
 TU2604  ___________________________________________________________________
 TU2604  EPOCH DATE  -        1993.62
 TU2604  LAPLACE CORR-          11.86  (seconds)                    DEFLEC99
 TU2604  GEOID HEIGHT-          23.25  (meters)                     GEOID03
 TU2604
 TU2604  HORZ ORDER  -  SECOND
 TU2604
 TU2604.The horizontal coordinates were established by classical geodetic methods
 TU2604.and adjusted by the National Geodetic Survey in December 1998..
 TU2604.The horizontal coordinates are valid at the epoch date displayed above.
 TU2604.The epoch date for horizontal control is a decimal equivalence
 TU2604.of Year/Month/Day.
 TU2604
 TU2604.The orthometric height was determined by vertical angle observations.
 TU2604
 TU2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2604
 TU2604.The geoid height was determined by GEOID03.
 TU2604
 TU2604;                    North         East     Units Scale Factor Converg.
 TU2604;SPC HI 1     -   111,076.725   471,815.094   MT  0.99997648   -0 05 28.7
 TU2604;UTM  05      - 2,195,779.526   209,956.157   MT  1.00063993   -0 56 25.1
 TU2604
 TU2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2604!SPC HI 1     -   0.99986624  x   0.99997648  =   0.99984272
 TU2604!UTM  05      -   0.99986624  x   1.00063993  =   1.00050608
 TU2604
 TU2604|---------------------------------------------------------------------|
 TU2604| PID    Reference Object                     Distance      Geod. Az  |
 TU2604|                                                           dddmmss.s |
 TU2604| CN6083 PUU KUAINIHO RM 2                     3.712 METERS 13629     |
 TU2604| TU2605 WAAWAA                              APPROX. 9.6 KM 2222318.2 |
 TU2604| CN6082 PUU KUAINIHO RM 1                     4.050 METERS 32013     |
 TU2604| TU2600 PUU HINAI                           APPROX. 7.3 KM 3524227.9 |
 TU2604|---------------------------------------------------------------------|
 TU2604
 TU2604                          SUPERSEDED SURVEY CONTROL
 TU2604
 TU2604  NAD 83(1986)-  19 50 11.75501(N)    155 46 08.64945(W) AD(       ) 2
 TU2604  OLD HI      -  19 50 22.72200(N)    155 46 18.65600(W) AD(       ) 2
 TU2604
 TU2604.Superseded values are not recommended for survey control.
 TU2604.NGS no longer adjusts projects to the OLD HI datum.
 TU2604.See file dsdata.txt to determine how the superseded data were derived.
 TU2604
 TU2604_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0995695780(NAD 83)
 TU2604_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2604_SETTING: 80 = SET IN A BOULDER
 TU2604_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2604
 TU2604  HISTORY     - Date     Condition        Report By
 TU2604  HISTORY     - 1948     MONUMENTED       CGS
 TU2604  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2604
 TU2604                          STATION DESCRIPTION
 TU2604
 TU2604'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2604'THE STATION IS LOCATED ON THE SUMMIT OF A LOW VOLCANIC KNOLL,
 TU2604'NAMED KUAINIHO, WHICH IS ABOUT 15 MILES SOUTHWEST OF WAIMEA,
 TU2604'ABOUT 8 MILES WEST OF WAIKII, ABOUT 6 MILES NORTHEAST OF THE PUU
 TU2604'WAAWAA RANCH, AND ABOUT 0.2 MILE SOUTH OF THE ROAD WHICH RUNS
 TU2604'BETWEEN WAIMEA AND KONA DISTRICT.
 TU2604'
 TU2604'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO SOUTH, ON THE ROAD
 TU2604'WHICH LEADS TOWARD THE KONA DISTRICT, FOR 6.4 MILES.  CONTINUE
 TU2604'STRAIGHT AHEAD, ON THE ROAD WHICH LEADS TOWARD THE KONA DISTRICT,
 TU2604'FOR 9.5 MILES TO THE END OF TRUCK TRAVEL AT THE NORTHERN SLOPE
 TU2604'OF THE LOW KNOLL.  FROM THIS POINT PACK SOUTHERLY FOR ABOUT 0.2
 TU2604'MILE TO THE SUMMIT AND THE STATION.
 TU2604'
 TU2604'THE STATION IS A STANDARD DISK, STAMPED PUU KUAINIHO 1948, SET
 TU2604'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES.
 TU2604'
 TU2604'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU KUAINIHO
 TU2604'NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 TU2604'2 FEET AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 TU2604'
 TU2604'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PUU KUAINIHO NO
 TU2604'2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 TU2604'GROUND AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 TU2604
 TU2604                          STATION RECOVERY (1967)
 TU2604
 TU2604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2604'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2604'COMPLETE DESCRIPTION FOLLOWS--
 TU2604'
 TU2604'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF KAMUELA, 6 MILES
 TU2604'NORTHEAST OF PUU WAAWAA RANCH, AND 500 FEET SOUTH OF STATE HIGHWAY
 TU2604'19, ON THE SUMMIT OF A LONE, GRASSY HILL OF ABOUT 2716 FEET
 TU2604'ELEVATION.
 TU2604'
 TU2604'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH ON
 TU2604'STATE HIGHWAY 19 FOR 6.4 MILES TO JUNCTION WITH STATE HIGHWAY
 TU2604'20.  CONTINUE ON STATE HIGHWAY 19 FOR 5.0 MILES TO POWER
 TU2604'SUB-STATION ON RIGHT.  CONTINUE ON THE HIGHWAY FOR 4.1 MILES
 TU2604'TO POWER POLE 143 BY HILL ON LEFT, AND END OF TRUCK TRAVEL.  PACK
 TU2604'SOUTHERLY UP HILL FOR ABOUT 500 FEET TO TOP AND STATION.
 TU2604'
 TU2604'STATION MARK IS A STANDARD DISK STAMPED PUU KUAINIHO 1948,
 TU2604'CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP PROJECTING 2
 TU2604'INCHES ABOVE GROUND.
 TU2604'
 TU2604'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU KUAINIHO
 TU2604'1 1948, CEMENTED IN A DRILL HOLE IN THE NORTHEAST END OF A 3 X
 TU2604'5-FOOT, SLOPING ROCK THAT PROJECTS 3 FEET ABOVE GROUND.  IT IS
 TU2604'ABOUT 1 FOOT HIGHER THAN STATION MARK.
 TU2604'
 TU2604'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU KUAINIHO
 TU2604'2 1948, CEMENTED IN A DRILL HOLE IN A LARGE SQUARE ROCK, 5 X 8
 TU2604'FEET IN SIZE.  IT IS ABOUT 10 INCHES HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2798 ***********************************************************************
 TU2798  DESIGNATION -  PUU KUKAI 1877
 TU2798  PID         -  TU2798
 TU2798  STATE/COUNTY-  HI/MAUI
 TU2798  USGS QUAD   -  KEANAE (1983)
 TU2798
 TU2798                         *CURRENT SURVEY CONTROL
 TU2798  ___________________________________________________________________
 TU2798* NAD 83(1993)-  20 53 39.68688(N)    156 12 13.84388(W)     ADJUSTED  
 TU2798* LOCAL TIDAL -       175.     (meters)     574.     (feet)  SCALED    
 TU2798  ___________________________________________________________________
 TU2798  EPOCH DATE  -        1993.62
 TU2798  LAPLACE CORR-          -9.03  (seconds)                    DEFLEC99
 TU2798  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU2798
 TU2798  HORZ ORDER  -  THIRD
 TU2798
 TU2798.The horizontal coordinates were established by classical geodetic methods
 TU2798.and adjusted by the National Geodetic Survey in December 1998..
 TU2798.The horizontal coordinates are valid at the epoch date displayed above.
 TU2798.The epoch date for horizontal control is a decimal equivalence
 TU2798.of Year/Month/Day.
 TU2798
 TU2798.The orthometric height was scaled from a topographic map.
 TU2798
 TU2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2798
 TU2798.The geoid height was determined by GEOID03.
 TU2798
 TU2798;                    North         East     Units Scale Factor Converg.
 TU2798;SPC HI 2     -    62,179.426   548,152.265   MT  0.99999531   +0 09 54.2
 TU2798;UTM  04      - 2,312,988.856   790,891.687   MT  1.00064586   +0 59 52.6
 TU2798
 TU2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2798!SPC HI 2     -   0.99997018  x   0.99999531  =   0.99996549
 TU2798!UTM  04      -   0.99997018  x   1.00064586  =   1.00061602
 TU2798
 TU2798:                Primary Azimuth Mark                     Grid Az
 TU2798:SPC HI 2     -  HUELO 2 HITS 1950                        320 03 03.7
 TU2798:UTM  04      -  HUELO 2 HITS 1950                        319 13 05.3
 TU2798
 TU2798|---------------------------------------------------------------------|
 TU2798| PID    Reference Object                     Distance      Geod. Az  |
 TU2798|                                                           dddmmss.s |
 TU2798| TU2799 HUELO 2 HITS 1950                   APPROX. 2.5 KM 3201257.9 |
 TU2798|---------------------------------------------------------------------|
 TU2798
 TU2798                          SUPERSEDED SURVEY CONTROL
 TU2798
 TU2798  NAD 83(1986)-  20 53 39.64621(N)    156 12 13.84725(W) AD(       ) 3
 TU2798  OLD HI      -  20 53 51.19000(N)    156 12 23.94000(W) AD(       ) 3
 TU2798
 TU2798.Superseded values are not recommended for survey control.
 TU2798.NGS no longer adjusts projects to the OLD HI datum.
 TU2798.See file dsdata.txt to determine how the superseded data were derived.
 TU2798
 TU2798_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ9089212989(NAD 83)
 TU2798
 TU2798  HISTORY     - Date     Condition        Report By
 TU2798  HISTORY     - 1877     MONUMENTED       COASUR
 TU2798  HISTORY     - 1912     GOOD             CGS
 TU2798  HISTORY     - 1968     GOOD             CGS
 TU2798
 TU2798                          STATION DESCRIPTION
 TU2798
 TU2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU2798'ON NORTHEAST COAST OF EAST MAUI, IN HAMAKUALOA DISTRICT, ON
 TU2798'SUMMIT OF A BRUSH-COVERED HILL NEAR THE SHORE IN PAPAAEA NUI,
 TU2798'ABOUT 450 METERS BACK FROM THE SHORE.  MARKED BY A 2-INCH
 TU2798'GALVANIZED IRON PIPE SET IN A BLOCK OF CONCRETE.
 TU2798
 TU2798                          STATION RECOVERY (1968)
 TU2798
 TU2798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2798'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER THERE IS DOUBT
 TU2798'AS TO ITS ACCURACY.
 TU2798'
 TU2798'LOCATED ABOUT 7-1/2 MILES EAST-NORTHEAST OF HAIKU, 3/4-MILE
 TU2798'EAST-NORTHEAST OF THE VILLAGE OF KAILUA, AND 3/4-MILE
 TU2798'NORTH-NORTHEAST OF PAPAAEA RESERVOIR, ON A SMALL FLAT-TOPPED
 TU2798'HILL OF ABOUT 574 FEET ELEVATION.
 TU2798'
 TU2798'TO REACH STATION FROM THE INTERSECTION OF BALDWIN AVE. AND
 TU2798'STATE HIGHWAY 36 IN PAIA, GO EAST ON STATE HIGHWAY 36 FOR 16
 TU2798'MILES TO KAILUA VILLAGE.  CONTINUE AHEAD FOR 0.65 MILE TO SIDE
 TU2798'ROAD LEFT, ON HAIRPIN RIGHT TURN OF HIGHWAY, JUST AFTER
 TU2798'CROSSING NAILIILIHAELE STREAM.  GO LEFT FOR 0.05 MILE TO LOCKED
 TU2798'GATE (KEY WAS OBTAINED FROM THE EAST MAUI IRRIGATION CO. OFFICE
 TU2798'AT KAILUA VILLAGE).  PASS THROUGH GATE AND CONTINUE FOR 0.5
 TU2798'MILE TO FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO END OF TRUCK
 TU2798'TRAVEL BY LOW HILL ON THE RIGHT.  WALK NORTHEAST UP THROUGH
 TU2798'BRUSH ABOUT 50 YARDS TO STATION.
 TU2798'
 TU2798'STATION IS MARKED BY A 2-1/2-INCH, IRON PIPE PROJECTING 8 INCHES
 TU2798'FROM THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS
 TU2798'14 INCHES FROM GROUND.
 TU2798'
 TU2798'HUELO, DOOR OF FAITH CHURCH, CUPOLA IS A SQUARE, CONCRETE BLOCK
 TU2798'CUPOLA, WITH A WHITE, PYRAMIDAL ROOF, ON TOP OF WHICH IS A
 TU2798'4 X 4-INCH WHITE POST ABOUT 3 FEET TALL.  CUPOLA IS ON WEST END
 TU2798'OF A RECTANGULAR, CONCRETE BLOCK CHURCH BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2697 ***********************************************************************
 TU2697  DESIGNATION -  PUU LAPALAPA RESET
 TU2697  PID         -  TU2697
 TU2697  STATE/COUNTY-  HI/HAWAII
 TU2697  USGS QUAD   -  HAWI (1995)
 TU2697
 TU2697                         *CURRENT SURVEY CONTROL
 TU2697  ___________________________________________________________________
 TU2697* NAD 83(1993)-  20 11 39.19891(N)    155 45 35.53457(W)     ADJUSTED  
 TU2697* LOCAL TIDAL -       396.7    (meters)    1302.     (feet)  VERT ANG  
 TU2697  ___________________________________________________________________
 TU2697  EPOCH DATE  -        1993.62
 TU2697  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 TU2697  GEOID HEIGHT-          19.29  (meters)                     GEOID03
 TU2697
 TU2697  HORZ ORDER  -  SECOND
 TU2697
 TU2697.The horizontal coordinates were established by classical geodetic methods
 TU2697.and adjusted by the National Geodetic Survey in December 1998..
 TU2697.The horizontal coordinates are valid at the epoch date displayed above.
 TU2697.The epoch date for horizontal control is a decimal equivalence
 TU2697.of Year/Month/Day.
 TU2697
 TU2697.The orthometric height was determined by vertical angle observations.
 TU2697
 TU2697.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2697
 TU2697.The geoid height was determined by GEOID03.
 TU2697
 TU2697;                    North         East     Units Scale Factor Converg.
 TU2697;SPC HI 1     -   150,664.324   472,839.631   MT  0.99997578   -0 05 23.0
 TU2697;UTM  05      - 2,235,373.428   211,573.295   MT  1.00062831   -0 57 12.2
 TU2697
 TU2697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2697!SPC HI 1     -   0.99993462  x   0.99997578  =   0.99991040
 TU2697!UTM  05      -   0.99993462  x   1.00062831  =   1.00056289
 TU2697
 TU2697|---------------------------------------------------------------------|
 TU2697| PID    Reference Object                     Distance      Geod. Az  |
 TU2697|                                                           dddmmss.s |
 TU2697| CN6084 PUU LAPALAPA RM                       7.600 METERS 17616     |
 TU2697| TU2717 KAUHOLA POINT LIGHT 1948            APPROX. 5.9 KM 3481037.8 |
 TU2697|---------------------------------------------------------------------|
 TU2697
 TU2697                          SUPERSEDED SURVEY CONTROL
 TU2697
 TU2697  NAD 83(1986)-  20 11 39.16784(N)    155 45 35.54197(W) AD(       ) 2
 TU2697  OLD HI      -  20 11 50.22500(N)    155 45 45.56600(W) AD(       ) 2
 TU2697
 TU2697.Superseded values are not recommended for survey control.
 TU2697.NGS no longer adjusts projects to the OLD HI datum.
 TU2697.See file dsdata.txt to determine how the superseded data were derived.
 TU2697
 TU2697_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1157335373(NAD 83)
 TU2697
 TU2697  HISTORY     - Date     Condition        Report By
 TU2697  HISTORY     - 1948     MONUMENTED       HITS
 TU2697  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2697
 TU2697                          STATION DESCRIPTION
 TU2697
 TU2697'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2697'STATION IS LOCATED ON THE TOP OF A SMALL BRUSH COVERED KNOLL ABOUT
 TU2697'2 MILES ABOVE MAKAPALA VILLAGE IN NORTH KOHALA.  IT IS ABOUT 1/4
 TU2697'MILE FROM THE KEHENA DITCH.  IT IS REACHED BY A REASONABLY STRAIGHT
 TU2697'CANEFIELD ROAD WHICH LEAVES THE MAIN HIGHWAY EAST OF MAKAPALA.
 TU2697'
 TU2697'THIS STATION WAS ESTABLISHED BY THE HAWAII TERRITORY SURVEY.  A
 TU2697'RECOVERY NOTE BY THEM DATED 1938 STATED THAT THE 5 IN. CYLINDRICAL
 TU2697'MONUMENT WAS RECOVERED.  THIS MONUMENT NOW HAS A TRIANGLE FORMED IN
 TU2697'THE CEMENT.  IN 1938 A CONCRETE PLATFORM, STEEL POLE AND TARGET
 TU2697'WAS ESTABLISHED.  THE CENTER MARK IS NOW THE SAME CYLINDER WITH
 TU2697'A TRIANGLE IN ITS TOP.
 TU2697'
 TU2697'A TRIANGLE CUT IN LEDGE IS LOCATED 7.60 METERS WESTWARD.
 TU2697
 TU2697                          STATION RECOVERY (1967)
 TU2697
 TU2697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2697'THE STATION MARK AND REFERENCE TRIANGLE WERE RECOVERED.  DISTANCE
 TU2697'TO THE TRIANGLE WAS CHECKED AND FOUND CORRECT.  THERE IS NO LONGER
 TU2697'A METAL TARGET OVER THE MARK SINCE THE IRON SUPPORTS HAVE RUSTED
 TU2697'OFF.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2697'
 TU2697'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE KOHALA SUGAR
 TU2697'MILL AND 2 MILES SOUTH-SOUTHWEST OF MAKAPALA, ON THE EAST EDGE
 TU2697'OF HINAO GULCH, ON A POINTED, BRUSHY KNOLL ABOVE THE CANE FIELDS.
 TU2697'
 TU2697'TO REACH STATION FROM THE POST OFFICE AT KOHALA, GO EAST ON STATE
 TU2697'HIGHWAY 27 FOR 3.75 MILES TO CROSSROAD JUST BEFORE WAIKANI
 TU2697'GULCH.  TURN RIGHT AND FOLLOW MAIN CANE ROAD FOR 1.9 MILES TO FORK
 TU2697'JUST AFTER CROSSING SMALL CONCRETE BRIDGE.  TAKE LEFT FORK AND GO
 TU2697'0.1 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO 100 YARDS TO END
 TU2697'OF TRUCK TRAVEL AT BASE OF RIDGE ON RIGHT.  WALK WESTERLY UP STEEP
 TU2697'SLOPE, ACROSS NARROW CANE FIELD, FOR ABOUT 100 YARDS TO
 TU2697'STATION ON RIDGE LINE AT BRUSH EDGE.
 TU2697'
 TU2697'STATION MARK IS A SMALL HOLE IN THE CENTER OF A TRIANGLE IN THE
 TU2697'TOP OF A 5-INCH-DIAMETER, CONCRETE POST PROJECTING 6 INCHES FROM
 TU2697'THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM THAT IS 7 FEET ON
 TU2697'EACH SIDE AND PROJECTS 1 FOOT ABOVE GROUND.
 TU2697'
 TU2697'R.M. IS AN 8-INCH TRIANGLE CHISELED IN THE TOP OF A 3-FOOT BOULDER
 TU2697'THAT PROJECTS 1 FOOT FROM THE GROUND.  IT IS ALONG EDGE OF BRUSH
 TU2697'LINE AND ABOUT 3 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3300 ***********************************************************************
 TU3300  DESIGNATION -  PUU LEHUA
 TU3300  PID         -  TU3300
 TU3300  STATE/COUNTY-  HI/MAUI
 TU3300  USGS QUAD   -  
 TU3300
 TU3300                         *CURRENT SURVEY CONTROL
 TU3300  ___________________________________________________________________
 TU3300* NAD 83(1993)-  21 10 16.27007(N)    156 45 58.99509(W)     ADJUSTED  
 TU3300* LOCAL TIDAL -       457.     (meters)    1499.     (feet)  SCALED    
 TU3300  ___________________________________________________________________
 TU3300  EPOCH DATE  -        1993.62
 TU3300  LAPLACE CORR-          -6.53  (seconds)                    DEFLEC99
 TU3300  GEOID HEIGHT-          14.46  (meters)                     GEOID03
 TU3300
 TU3300  HORZ ORDER  -  THIRD
 TU3300
 TU3300.The horizontal coordinates were established by classical geodetic methods
 TU3300.and adjusted by the National Geodetic Survey in December 1998..
 TU3300.The horizontal coordinates are valid at the epoch date displayed above.
 TU3300.The epoch date for horizontal control is a decimal equivalence
 TU3300.of Year/Month/Day.
 TU3300
 TU3300.The orthometric height was scaled from a topographic map.
 TU3300
 TU3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3300
 TU3300.The geoid height was determined by GEOID03.
 TU3300
 TU3300;                    North         East     Units Scale Factor Converg.
 TU3300;SPC HI 2     -    92,762.062   489,644.191   MT  0.99996799   -0 02 09.7
 TU3300;UTM  04      - 2,342,726.634   731,914.697   MT  1.00026469   +0 48 25.4
 TU3300
 TU3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3300!SPC HI 2     -   0.99992590  x   0.99996799  =   0.99989389
 TU3300!UTM  04      -   0.99992590  x   1.00026469  =   1.00019057
 TU3300
 TU3300:                Primary Azimuth Mark                     Grid Az
 TU3300:SPC HI 2     -  APUU                                     084 03 05.8
 TU3300:UTM  04      -  APUU                                     083 12 30.7
 TU3300
 TU3300|---------------------------------------------------------------------|
 TU3300| PID    Reference Object                     Distance      Geod. Az  |
 TU3300|                                                           dddmmss.s |
 TU3300| TU3294 APUU                                APPROX. 1.3 KM 0840056.1 |
 TU3300|---------------------------------------------------------------------|
 TU3300
 TU3300                          SUPERSEDED SURVEY CONTROL
 TU3300
 TU3300  NAD 83(1986)-  21 10 16.22685(N)    156 45 58.94032(W) AD(       ) 3
 TU3300  OLD HI      -  21 10 27.64800(N)    156 46 09.08800(W) AD(       ) 3
 TU3300
 TU3300.Superseded values are not recommended for survey control.
 TU3300.NGS no longer adjusts projects to the OLD HI datum.
 TU3300.See file dsdata.txt to determine how the superseded data were derived.
 TU3300
 TU3300_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3191542727(NAD 83)
 TU3300
 TU3300  HISTORY     - Date     Condition        Report By
 TU3300  HISTORY     - UNK      MONUMENTED
 TU3300  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3300
 TU3300                          STATION DESCRIPTION
 TU3300
 TU3300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3300'ONLY DESCRIPTION AVAILABLE WAS OBTAINED FROM THE STATE OF HAWAII
 TU3300'SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL STATION MARK WAS
 TU3300'A 4 X 6 REDWOOD POST.
 TU3300'
 TU3300'A SEARCH WAS MADE FOR THE STATION BUT NO MARK OF ANY KIND WAS
 TU3300'FOUND.  THE STATION IS BELIEVED TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2725 ***********************************************************************
 TU2725  DESIGNATION -  PUU LOA RESET
 TU2725  PID         -  TU2725
 TU2725  STATE/COUNTY-  HI/HAWAII
 TU2725  USGS QUAD   -  KAWAIHAE (1995)
 TU2725
 TU2725                         *CURRENT SURVEY CONTROL
 TU2725  ___________________________________________________________________
 TU2725* NAD 83(1993)-  20 04 27.61596(N)    155 45 00.94654(W)     ADJUSTED  
 TU2725* LOCAL TIDAL -      1255.7    (meters)    4120.     (feet)  VERT ANG  
 TU2725  ___________________________________________________________________
 TU2725  EPOCH DATE  -        1993.62
 TU2725  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 TU2725  GEOID HEIGHT-          21.53  (meters)                     GEOID03
 TU2725
 TU2725  HORZ ORDER  -  SECOND
 TU2725
 TU2725.The horizontal coordinates were established by classical geodetic methods
 TU2725.and adjusted by the National Geodetic Survey in December 1998..
 TU2725.The horizontal coordinates are valid at the epoch date displayed above.
 TU2725.The epoch date for horizontal control is a decimal equivalence
 TU2725.of Year/Month/Day.
 TU2725
 TU2725.The orthometric height was determined by vertical angle observations.
 TU2725
 TU2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2725
 TU2725.The geoid height was determined by GEOID03.
 TU2725
 TU2725;                    North         East     Units Scale Factor Converg.
 TU2725;SPC HI 1     -   137,391.235   473,823.838   MT  0.99997513   -0 05 09.2
 TU2725;UTM  05      - 2,222,078.408   212,358.402   MT  1.00062274   -0 56 40.7
 TU2725
 TU2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2725!SPC HI 1     -   0.99979927  x   0.99997513  =   0.99977441
 TU2725!UTM  05      -   0.99979927  x   1.00062274  =   1.00042189
 TU2725
 TU2725|---------------------------------------------------------------------|
 TU2725| PID    Reference Object                     Distance      Geod. Az  |
 TU2725|                                                           dddmmss.s |
 TU2725| CN6086 PUU LOA RM 2                          9.735 METERS 22329     |
 TU2725| TU2731 KAWAIHAE LIGHT                      APPROX. 9.4 KM 2470838.3 |
 TU2725| CN6085 PUU LOA RM 1                         10.274 METERS 32428     |
 TU2725|---------------------------------------------------------------------|
 TU2725
 TU2725                          SUPERSEDED SURVEY CONTROL
 TU2725
 TU2725  NAD 83(1986)-  20 04 27.59319(N)    155 45 00.95438(W) AD(       ) 2
 TU2725  OLD HI      -  20 04 38.61700(N)    155 45 10.97100(W) AD(       ) 2
 TU2725
 TU2725.Superseded values are not recommended for survey control.
 TU2725.NGS no longer adjusts projects to the OLD HI datum.
 TU2725.See file dsdata.txt to determine how the superseded data were derived.
 TU2725
 TU2725_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1235822078(NAD 83)
 TU2725
 TU2725  HISTORY     - Date     Condition        Report By
 TU2725  HISTORY     - 1923     MONUMENTED       USGS
 TU2725  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2725  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2725  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2725  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2725  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2725
 TU2725                          STATION DESCRIPTION
 TU2725
 TU2725'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2725'IN NORTHERN PART OF HAWAII, IN KOHALA DISTRICT, ON PUU LOA ABOUT
 TU2725'6 MILES EAST-NORTHEAST FROM KAWAIHAE, IN AN ANCIENT STONE FORT,
 TU2725'AND 75 FEET NORTH OF A VERY LARGE PILE OF STONES.  IN 1913
 TU2725'DESCRIPTION GIVEN AS FOLLOWS--MOUNTAIN IS ABOUT 8 MILES OUT
 TU2725'ON THE ROAD FROM WAIMEA TOWARD KOHALA.  WHEN KAWAIHAE WIRELESS
 TU2725'BEARS S. 55 DEG W. THE HILL WILL BE FOUND ON THE UPPER SIDE OF
 TU2725'THE ROAD AND ON THE OPPOSITE BEARING.  THE ORIGINAL DESCRIPTION
 TU2725'OF THE MARKS WAS AS FOLLOWS--MARK IS A HARD ALA STONE, MARKED
 TU2725'WITH A TRIANGLE ON ITS FLAT SIDE, UNDER A MAMANE POST TO
 TU2725'WHICH A FLAGPOLE HAD BEEN BOLTED, SET 4 FEET DEEP IN A PLATFORM
 TU2725'OF STONES, 10 FEET ON A SIDE.  THE RECOVERY OF 1913 WAS AS
 TU2725'FOLLOWS--A VERY LARGE BUT IRREGULAR PILE OF STONES IS ON THE
 TU2725'HIGHEST POINT OF PUU LOA.  ON THE TOP OF THIS PILE A THIN WALL
 TU2725'HAD BEEN BUILT FOR A WINDSHIELD, AND IN THE LEE OF THIS, ON
 TU2725'THE SOUTHWEST SIDE AND 6 FEET LOWER, WERE FOUND TWO STONES,
 TU2725'EACH MARKED WITH AN EQUILATERAL TRIANGLE, 5 INCHES ON SIDE,
 TU2725'STONES WERE SIDE BY SIDE, 1 FOOT APART, TRIANGLES UP.  ONE STONE
 TU2725'WAS CIRCULAR AND HAD DRILL HOLE IN CENTER OF TRIANGLE.  THE OTHER
 TU2725'WAS IRREGULAR, LARGER, AND HAD NO DRILL HOLE.  BETWEEN THE
 TU2725'STONES WAS FOUND WHAT MAY HAVE BEEN THE ORIGINAL
 TU2725'FLAGPOLE.  A UNITED STATES GEOLOGICAL SURVEY TABLET HAS
 TU2725'BEEN PLACED IN THE STONE WITH DRILL HOLE.  A RECTANGULAR
 TU2725'PILE OF STONES ABOUT 6 FEET HIGH AND 12 FEET LONG IS 22 METERS
 TU2725'DISTANT ON BEARING S. 55 DEG W.
 TU2725
 TU2725                          STATION RECOVERY (1948)
 TU2725
 TU2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2725'THE STATION IS NOW THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2725'PROJECTS ABOUT 2-1/2 FEET FROM A CONCRETE PLATFORM WHICH IS ABOUT
 TU2725'7 FEET SQUARE.  THE PLATFORM IS SET ON THE TOP OF A CAIRN WHICH
 TU2725'IS ABOUT 50 FEET IN DIAMETER AND IS ABOUT 8 FEET HIGH.  A
 TU2725'REFERENCE MARK WAS ESTABLISHED NORTH OF THE STATION.  A NEW
 TU2725'DESCRIPTION FOLLOWS--
 TU2725'
 TU2725'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT VOLCANIC
 TU2725'KNOLL ON THE WESTERN SLOPE OF THE KOHALA MOUNTAINS.  THE STATION
 TU2725'LIES ABOUT 7 MILES NORTHWEST OF WAIMEA, ABOUT 7 MILES EAST OF
 TU2725'THE WEST SHORE OF THE ISLAND, ABOUT 1 MILE EAST OF THE ROAD WHICH
 TU2725'RUNS BETWEEN WAIMEA AND HAWI AND 22 METERS EAST OF A RECTANGULAR
 TU2725'PILE OF STONES ABOUT 6 FEET HIGH AND 13 FEET LONG.
 TU2725'
 TU2725'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO NORTH AND WEST
 TU2725'ON THE ROAD WHICH LEADS TOWARD HAWI FOR 7.0 MILES.  TURN RIGHT,
 TU2725'EAST, PASS THROUGH A POLE GATE AND GO NORTHEASTERLY, CROSSING
 TU2725'NUMEROUS SMALL GULLIES, FOR ABOUT 3.0 MILES TO THE BASE OF THE
 TU2725'KNOLL AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 TU2725'WESTERLY, UP THE STEEP SLOPE, FOR ABOUT 0.3 MILE TO THE SUMMIT
 TU2725'AND THE STATION.
 TU2725'
 TU2725'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2725'PROJECTS ABOUT 3 INCHES FROM THE TOP OF A CONCRETE FRUSTUM OF
 TU2725'A PYRAMID WHICH IN TURN PROJECTS ABOUT 2-1/2 FEET FROM THE TOP OF
 TU2725'A SLAB OF CONCRETE WHICH IS ABOUT 7 FEET SQUARE.
 TU2725'
 TU2725'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948, SET
 TU2725'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT AND
 TU2725'IS ABOUT 3.0 METERS LOWER THAN THE STATION.
 TU2725'
 TU2725'THE HAWAII TERRITORY SURVEY REPORTS--THE 2-1/2 INCH PIPE IS
 TU2725'CENTERED OVER A U. S. G. S. TABLET WHICH HAD BEEN SET IN THE
 TU2725'CENTER OF A TRIANGLE CUT IN SET-STONE.  THIS 2-1/2 INCH PIPE WAS
 TU2725'INSTALLED IN 1929.
 TU2725'
 TU2725'AN EARLY RECOVERY NORE REPORTS.  ORIGINAL STATION MARKED BY LARGE
 TU2725'FLAG POLE RECOVERED BY C.H. BIRDSEYE IN SEPTEMBER 1911.  IN 1923
 TU2725'A.O. BURKLAND REPORTS THAT A BRONZE TABLET WAS SET IN THE CENTER OF
 TU2725'TRIANGLE CUT IN LARGE ROCK.  THERE WAS ANOTHER OLD MARK ABOUT
 TU2725'8 IN DISTANT FROM THE ONE WHERE THE TABLET WAS SET.
 TU2725
 TU2725                          STATION RECOVERY (1961)
 TU2725
 TU2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2725'THE STATION AND ONE REFERENCE MARK WERE RECOVERED IN GOOD
 TU2725'CONDITION.  A NEW TO REACH FOLLOWS--
 TU2725'
 TU2725'TO REACH THE STATION FROM THE INTERSECTION OF HAWAII STATE
 TU2725'HIGHWAYS 19 AND 25 IN WAIMEA, GO NORTH ON HIGHWAY 25 TOWARD HAWI
 TU2725'FOR 6.6 MILES TO TWO GATES ON OPPOSITE SIDES OF THE HIGHWAY.  PASS
 TU2725'THROUGH THE EAST GATE AND PROCEED ACROSS COUNTRY, OVER NUMEROUS
 TU2725'GULLIES TO THE EAST SIDE OF PUU LOA.  FROM HERE, PACK UP THE
 TU2725'STEEP SLOPE TO THE HIGH POINT AND THE STATION.  A 10 MINUTE
 TU2725'PACK.
 TU2725
 TU2725                          STATION RECOVERY (1962)
 TU2725
 TU2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU2725'THE STATION AND ONE REFERENCE MARK WERE RECOVERED IN GOOD
 TU2725'CONDITION AND AS DESCRIBED.
 TU2725'
 TU2725'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 TU2725'
 TU2725'A NEW TO REACH FOLLOWS--
 TU2725'
 TU2725'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 TU2725'25 IN WAIMEA, GO NORTH ON STATE HIGHWAY 25 TOWARDS HAWI FOR 6.7
 TU2725'MILES TO TWO GATES ON OPPOSITE SIDES OF THE HIGHWAY.  FROM HERE
 TU2725'THE STATION KNOLL, A PROMINENT VOLCANIC KNOLL, CAN BE SEEN TO
 TU2725'THE NORTHEAST ABOUT 1/2 MILE.  PASS THROUGH THE EAST GATE AND
 TU2725'PROCEED ACROSS COUNTRY, OVER NUMEROUS GULLIES TO THE EAST
 TU2725'SIDE OF THE STATION KNOLL.  FROM HERE, PACK UP THE STEEP SLOPE,
 TU2725'WESTERLY, TO THE HIGHEST POINT AND THE STATION.  A 10 MINUTE
 TU2725'PACK.
 TU2725
 TU2725                          STATION RECOVERY (1967)
 TU2725
 TU2725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2725'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2725'GOOD CONDITION.  A NEW REFERENCE MARK, NUMBER TWO WAS
 TU2725'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2725'
 TU2725'STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF KAMUELA AND
 TU2725'1/2-MILE NORTHEAST OF STATE HIGHWAY, IN PASTURE LAND, ON THE
 TU2725'SUMMIT OF A BARE HILL OF ABOUT 4120 FEET ELEVATION THAT HAS A
 TU2725'LARGE, JUMBLED PILE OF BOULDERS ON THE HIGHEST POINT, AND A
 TU2725'LARGE, RECTANGULAR PILE OF BOULDERS, ABOUT 10 X 20 FEET IN SIZE
 TU2725'AND 5 FEET HIGH, ON A LOWER PART OF THE HILL, 75 FEET SOUTHWEST OF
 TU2725'THE STATION.
 TU2725'
 TU2725'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO WEST ON
 TU2725'STATE HIGHWAY 25 FOR 2.3 MILES.  TAKE RIGHT FORK, CONTINUING ON
 TU2725'STATE HIGHWAY 25, AND GO 4.9 MILES TO BOARD GATES ON BOTH SIDES
 TU2725'OF THE HIGHWAY, AT TELEPHONE POLE 190.  PASS THROUGH GATE ON
 TU2725'RIGHT AND PICK WAY UP ACROSS PASTURE, CROSSING SEVERAL SHALLOW
 TU2725'GULLIES, FOR 1.0 MILE TO END OF TRUCK TRAVEL AT EAST SIDE OF
 TU2725'HILL.  PACK WESTERLY UP TO TOP OF HILL AND STATION.  A
 TU2725'10-MINUTE PACK.
 TU2725'
 TU2725'STATION MARK IS A USGS DISK, UNSTAMPED, SET IN CONCRETE IN
 TU2725'THE BOTTOM OF A 7 X 24-INCH RECESS 6 INCHES DEEP, IN THE CENTER
 TU2725'OF A 6-FOOT-SQUARE, CONCRETE PLATFORM FLUSH WITH SURROUNDING
 TU2725'ROCKS.  A TRUNCATED, CONCRETE PYRAMID, ABOUT 2 FEET HIGH, WITH A
 TU2725'2-1/2-INCH PIPE THROUGH THE MIDDLE, IS CENTERED OVER THE MARK,
 TU2725'AND SUPPORTS A REMOVEABLE, RED AND WHITE METAL TARGET.  THERE IS
 TU2725'A 4-FOOT STONE WALL AT EAST SIDE OF STATION PLATFORM.
 TU2725'
 TU2725'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948,
 TU2725'CEMENTED IN A DRILL HOLE IN THE 6-INCH TOP OF A SMALL BOULDER
 TU2725'THAT PROJECTS 6 INCHES FROM GROUND, AND IS 9.4 FEET LOWER THAN
 TU2725'STATION MARK.
 TU2725'
 TU2725'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU LOA HGS
 TU2725'1913 NO 2 1967, CEMENTED IN A DRILL HOLE IN A 10-INCH-SQUARE
 TU2725'BOULDER THAT PROJECTS 6 INCHES FROM GROUND.  IT IS AT THE
 TU2725'SOUTHWEST END OF THE BOULDER AREA SURROUNDING STATION, 42 FEET
 TU2725'NORTHEAST OF THE RECTANGULAR STONE PILE, AND 5 FEET LOWER THAN
 TU2725'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3377 ***********************************************************************
 TU3377  DESIGNATION -  PUU LUA
 TU3377  PID         -  TU3377
 TU3377  STATE/COUNTY-  HI/MAUI
 TU3377  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3377
 TU3377                         *CURRENT SURVEY CONTROL
 TU3377  ___________________________________________________________________
 TU3377* NAD 83(1993)-  21 10 31.65902(N)    157 00 28.14753(W)     ADJUSTED  
 TU3377* LOCAL TIDAL -       485.     (meters)    1591.     (feet)  SCALED    
 TU3377  ___________________________________________________________________
 TU3377  EPOCH DATE  -        1993.62
 TU3377  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 TU3377  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU3377
 TU3377  HORZ ORDER  -  THIRD
 TU3377
 TU3377.The horizontal coordinates were established by classical geodetic methods
 TU3377.and adjusted by the National Geodetic Survey in December 1998..
 TU3377.The horizontal coordinates are valid at the epoch date displayed above.
 TU3377.The epoch date for horizontal control is a decimal equivalence
 TU3377.of Year/Month/Day.
 TU3377
 TU3377.The orthometric height was scaled from a topographic map.
 TU3377
 TU3377.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3377
 TU3377.The geoid height was determined by GEOID03.
 TU3377
 TU3377;                    North         East     Units Scale Factor Converg.
 TU3377;SPC HI 2     -    93,270.183   464,572.923   MT  0.99998217   -0 07 23.6
 TU3377;UTM  04      - 2,342,865.830   706,833.109   MT  1.00012868   +0 43 11.6
 TU3377
 TU3377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3377!SPC HI 2     -   0.99992137  x   0.99998217  =   0.99990354
 TU3377!UTM  04      -   0.99992137  x   1.00012868  =   1.00005004
 TU3377
 TU3377:                Primary Azimuth Mark                     Grid Az
 TU3377:SPC HI 2     -  KEOLEWA 1925                             091 42 46.9
 TU3377:UTM  04      -  KEOLEWA 1925                             090 52 11.7
 TU3377
 TU3377|---------------------------------------------------------------------|
 TU3377| PID    Reference Object                     Distance      Geod. Az  |
 TU3377|                                                           dddmmss.s |
 TU3377| TU3370 KEOLEWA 1925                        APPROX. 3.1 KM 0913523.3 |
 TU3377|---------------------------------------------------------------------|
 TU3377
 TU3377                          SUPERSEDED SURVEY CONTROL
 TU3377
 TU3377  NAD 83(1986)-  21 10 31.61620(N)    157 00 28.09639(W) AD(       ) 3
 TU3377  OLD HI      -  21 10 43.09000(N)    157 00 38.16000(W) AD(       ) 3
 TU3377
 TU3377.Superseded values are not recommended for survey control.
 TU3377.NGS no longer adjusts projects to the OLD HI datum.
 TU3377.See file dsdata.txt to determine how the superseded data were derived.
 TU3377
 TU3377_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0683342866(NAD 83)
 TU3377
 TU3377  HISTORY     - Date     Condition        Report By
 TU3377  HISTORY     - UNK      MONUMENTED
 TU3377  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3377
 TU3377                          STATION DESCRIPTION
 TU3377
 TU3377'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3377'THE STATION WAS ORIGINALLY MARKED WITH A REDWOOD POST BUT IN
 TU3377'1935 THE POST WAS REPLACED WITH A 2-1/2 INCH IRON PIPE.
 TU3377'
 TU3377'STATION IS LOCATED ON THE NORTHWEST ONE OF TWO WOODED HILLS, ABOUT
 TU3377'2 MILES NORTHEAST OF KUALAPUU, ABOUT 2 MILES SOUTHWEST OF
 TU3377'KALAUPAPA, AND ABOUT 0.5 MILE SOUTH OF THE COAST.
 TU3377'
 TU3377'STATION IS MARKED BY A 2-1/2 INCH IRON PIPE THAT PROJECTS ABOUT
 TU3377'4 INCHES.  A 4 INCH IRON PIPE IS LOCATED 4.3 FEET NORTHWEST OF
 TU3377'THE STATION.
 TU3377'
 TU3377'TO REACH THE STATION FROM THE POST OFFICE IN KUALAPUU, GO
 TU3377'0.3 MILE EAST ON STATE ROUTE 48 TO JUNCTION WITH STATE ROUTE 47,
 TU3377'TURN LEFT GO 4.3 MILES NORTH ON STATE ROUTE 47 TO ENTRANCE
 TU3377'TO PALAAU STATE PARK ON THE LEFT, TURN LEFT FOLLOW ROAD THROUGH
 TU3377'PARK 0.6 MILE WEST TO LOCKED GATE AND END OF TRUCK TRAVEL.  FROM
 TU3377'HERE PACK 0.1 MILE WEST ALONG ROAD TO TRAIL ON RIGHT, TAKE TRAIL
 TU3377'TO HIGHEST PART OF HILL AND STATION IN A CLUMP OF TALL TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3324 ***********************************************************************
 TU3324  DESIGNATION -  PUU LUA WAILAU 1925
 TU3324  PID         -  TU3324
 TU3324  STATE/COUNTY-  HI/MAUI
 TU3324  USGS QUAD   -  
 TU3324
 TU3324                         *CURRENT SURVEY CONTROL
 TU3324  ___________________________________________________________________
 TU3324* NAD 83(1993)-  21 06 26.98006(N)    156 48 48.77713(W)     ADJUSTED  
 TU3324* LOCAL TIDAL -       963.     (meters)    3159.     (feet)  SCALED    
 TU3324  ___________________________________________________________________
 TU3324  EPOCH DATE  -        1993.62
 TU3324  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 TU3324  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU3324
 TU3324  HORZ ORDER  -  THIRD
 TU3324
 TU3324.The horizontal coordinates were established by classical geodetic methods
 TU3324.and adjusted by the National Geodetic Survey in December 1998..
 TU3324.The horizontal coordinates are valid at the epoch date displayed above.
 TU3324.The epoch date for horizontal control is a decimal equivalence
 TU3324.of Year/Month/Day.
 TU3324
 TU3324.The orthometric height was scaled from a topographic map.
 TU3324
 TU3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3324
 TU3324.The geoid height was determined by GEOID03.
 TU3324
 TU3324;                    North         East     Units Scale Factor Converg.
 TU3324;SPC HI 2     -    85,714.218   484,740.021   MT  0.99996954   -0 03 10.4
 TU3324;UTM  04      - 2,335,605.488   727,113.249   MT  1.00023746   +0 47 15.8
 TU3324
 TU3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3324!SPC HI 2     -   0.99984619  x   0.99996954  =   0.99981574
 TU3324!UTM  04      -   0.99984619  x   1.00023746  =   1.00008362
 TU3324
 TU3324:                Primary Azimuth Mark                     Grid Az
 TU3324:SPC HI 2     -  AHAINO 1889                              133 35 57.3
 TU3324:UTM  04      -  AHAINO 1889                              132 45 31.1
 TU3324
 TU3324|---------------------------------------------------------------------|
 TU3324| PID    Reference Object                     Distance      Geod. Az  |
 TU3324|                                                           dddmmss.s |
 TU3324| TU3320 AHAINO 1889                         APPROX. 2.2 KM 1333246.9 |
 TU3324| TU3312 OLOKUI FLAG                         APPROX. 4.6 KM 3061516.3 |
 TU3324|---------------------------------------------------------------------|
 TU3324
 TU3324                          SUPERSEDED SURVEY CONTROL
 TU3324
 TU3324  NAD 83(1986)-  21 06 26.93389(N)    156 48 48.72630(W) AD(       ) 3
 TU3324  OLD HI      -  21 06 38.39000(N)    156 48 58.81000(W) AD(       ) 3
 TU3324
 TU3324.Superseded values are not recommended for survey control.
 TU3324.NGS no longer adjusts projects to the OLD HI datum.
 TU3324.See file dsdata.txt to determine how the superseded data were derived.
 TU3324
 TU3324_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2711335605(NAD 83)
 TU3324
 TU3324  HISTORY     - Date     Condition        Report By
 TU3324  HISTORY     - 1925     MONUMENTED       CGS
 TU3324  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3324
 TU3324                          STATION DESCRIPTION
 TU3324
 TU3324'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3324'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3324'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED BY
 TU3324'A 4 X 4 REDWOOD POST.  A SEARCH WAS MADE ON THE STATION HILL BUT
 TU3324'NO POST OR MARK COULD BE FOUND.  THIS HILL IS HEAVILY COVERED WITH
 TU3324'TREE FERNS, MOSS, AND OTHER RAIN FOREST VEGETATION AND IS ALMOST
 TU3324'CONSTANTLY KEPT DAMP BY RAIN AND LOW CLOUDS AND IT IS BELIEVED
 TU3324'THAT THE OLD REDWOOD POST HAS ROTTED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3393 ***********************************************************************
 TU3393  DESIGNATION -  PUU LUAHINE
 TU3393  PID         -  TU3393
 TU3393  STATE/COUNTY-  HI/MAUI
 TU3393  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3393
 TU3393                         *CURRENT SURVEY CONTROL
 TU3393  ___________________________________________________________________
 TU3393* NAD 83(1993)-  21 07 45.19824(N)    157 00 45.78738(W)     ADJUSTED  
 TU3393* LOCAL TIDAL -       370.     (meters)    1214.     (feet)  VERT ANG  
 TU3393  ___________________________________________________________________
 TU3393  EPOCH DATE  -        1993.62
 TU3393  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 TU3393  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU3393
 TU3393  HORZ ORDER  -  SECOND
 TU3393
 TU3393.The horizontal coordinates were established by classical geodetic methods
 TU3393.and adjusted by the National Geodetic Survey in December 1998..
 TU3393.The horizontal coordinates are valid at the epoch date displayed above.
 TU3393.The epoch date for horizontal control is a decimal equivalence
 TU3393.of Year/Month/Day.
 TU3393
 TU3393.The orthometric height was determined by vertical angle observations.
 TU3393.No vertical observational check was made to the station.
 TU3393
 TU3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3393
 TU3393.The geoid height was determined by GEOID03.
 TU3393
 TU3393;                    North         East     Units Scale Factor Converg.
 TU3393;SPC HI 2     -    88,151.838   464,052.923   MT  0.99998263   -0 07 29.1
 TU3393;UTM  04      - 2,337,739.650   706,388.337   MT  1.00012641   +0 42 59.8
 TU3393
 TU3393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3393!SPC HI 2     -   0.99993937  x   0.99998263  =   0.99992200
 TU3393!UTM  04      -   0.99993937  x   1.00012641  =   1.00006577
 TU3393
 TU3393:                Primary Azimuth Mark                     Grid Az
 TU3393:SPC HI 2     -  KAUNAKAKAI HARBOR ENT RNG R LT           194 39 55.0
 TU3393:UTM  04      -  KAUNAKAKAI HARBOR ENT RNG R LT           193 49 26.1
 TU3393
 TU3393|---------------------------------------------------------------------|
 TU3393| PID    Reference Object                     Distance      Geod. Az  |
 TU3393|                                                           dddmmss.s |
 TU3393| TU3402 KAUNAKAKAI HARBOR ENT RNG R LT      APPROX. 4.6 KM 1943225.9 |
 TU3393| TU3403 KAUNAKAKAI HARBOR ENT RNG F LT      APPROX. 4.8 KM 1951542.4 |
 TU3393| TU3434 WAIAHEWAHEWA AERO BCN RED LT        APPROX.11.5 KM 2740245.2 |
 TU3393|---------------------------------------------------------------------|
 TU3393
 TU3393                          SUPERSEDED SURVEY CONTROL
 TU3393
 TU3393  NAD 83(1986)-  21 07 45.15441(N)    157 00 45.73652(W) AD(       ) 2
 TU3393  OLD HI      -  21 07 56.61500(N)    157 00 55.87000(W) AD(       ) 2
 TU3393
 TU3393.Superseded values are not recommended for survey control.
 TU3393.NGS no longer adjusts projects to the OLD HI datum.
 TU3393.See file dsdata.txt to determine how the superseded data were derived.
 TU3393
 TU3393_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0638837740(NAD 83)
 TU3393
 TU3393  HISTORY     - Date     Condition        Report By
 TU3393  HISTORY     - 1925     MONUMENTED       CGS
 TU3393  HISTORY     - 1930     SEE DESCRIPTION  HITS
 TU3393  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3393  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU3393
 TU3393                          STATION DESCRIPTION
 TU3393
 TU3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3393'IN CENTRAL MOLOKAI, ON THE HIGHER AND MORE WESTERLY OF TWO RED HILLS
 TU3393'SEEN ABOUT 3 MILES NORTH OF KAUNAKAKAI VILLAGE.  THE HILL IS MOST
 TU3393'SYMMETRICAL AND SHOWS UP PROMINENTLY AGAINST THE SKYLINE.  IT
 TU3393'APPEARS TO BE ELONGATED IN AN EAST AND WEST DIRECTION, AND A CAIRN
 TU3393'MARKING STATION IS SEEN PLAINLY AT ITS WESTERN END.
 TU3393
 TU3393                          STATION RECOVERY (1930)
 TU3393
 TU3393'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1930
 TU3393'STATION IS ON A PROMINENT RED HILL, 5 MI. BACK OF KAUNAKAKAI,
 TU3393'ELEVATION IS 1210 FT., IN THE LAND OF HOOLEHUA.
 TU3393'
 TU3393'FOUND ALL THREE WITNESS CROSSES ON ROCKS, AND A 2- BY 3-IN. IN A
 TU3393'LARGE PILE OF STONES AGREEING WELL WITH THE WITNESS MARKS, BUT THE
 TU3393'AZIMUTHS TO AND FROM OTHER STATIONS (EQUALLY WELL MARKED) DO NOT
 TU3393'AGREE VERY PRECISELY WITH THE RECORDED VALUES.  THIS WAS NOTED
 TU3393'BY OTHERS AS WELL AS MYSELF.
 TU3393'
 TU3393'BRONZE DISK, B.M. EL. 1210 FT., WAS SET BY THE U.S.G.S. AND
 TU3393'CEMENTED IN THE SAME ROCK AS ONE OF THE ORIGINAL WITNESS CROSSES.
 TU3393'
 TU3393'BUILT A CONCRETE MONUMENT, WITH AN HAWAII TERRITORY SURVEY BRONZE
 TU3393'DISK, 12- BY 12-IN., 18 IN. BELOW THE SURFACE OF THE GROUND, AND
 TU3393'A TYPE B1 SUPERSTRUCTURE ABOUT 1 FT. ABOVE GROUND, WITH EDGES
 TU3393'EXTENDING 1 FT. BELOW THE GROUND SURFACE, AND 1 FT. THICK ALL
 TU3393'AROUND, ALL OF BOULDER CONCRETE.  BENCH MARK AND TWO WITNESS
 TU3393'CROSSES ARE EXPOSED A LITTLE BELOW THE SURFACE OF THE PLATFORM.
 TU3393'
 TU3393'THIS IS A VERY VALUABLE STATION.
 TU3393
 TU3393                          STATION RECOVERY (1962)
 TU3393
 TU3393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3393'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1930 BY
 TU3393'HAWAIIAN TERRITORY SURVEY.
 TU3393'
 TU3393'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 46
 TU3393'AT THE POST OFFICE IN KAUNAKAKAI, GO 4.1 MILES NORTHWEST ON STATE
 TU3393'ROUTE 46 TO ROAD ON RIGHT, TURN RIGHT GO 3.8 MILES EASTERLY ON
 TU3393'GRADE GRAVEL ROAD TO ROAD ON RIGHT, TURN RIGHT GO 0.4 MILE SOUTH
 TU3393'TO END OF TRUCK TRAVEL AT THE NORTH EDGE OF GRAVEL PIT.  PACK
 TU3393'EASTERLY UP STEEP SLOPE TO STATION ON HIGHEST PART OF HILL.
 TU3393'ABOUT A 5 MINUTE PACK.  STATE SURVEY MONUMENT, TYPE B, NOW OVER
 TU3393'STATION.
 TU3393
 TU3393                          STATION RECOVERY (1965)
 TU3393
 TU3393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU3393'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2941 ***********************************************************************
 TU2941  DESIGNATION -  PUU MAHOE 1879
 TU2941  PID         -  TU2941
 TU2941  STATE/COUNTY-  HI/MAUI
 TU2941  USGS QUAD   -  MAKENA (1995)
 TU2941
 TU2941                         *CURRENT SURVEY CONTROL
 TU2941  ___________________________________________________________________
 TU2941* NAD 83(1993)-  20 37 54.98018(N)    156 23 04.14785(W)     ADJUSTED  
 TU2941* LOCAL TIDAL -       811.     (meters)    2661.     (feet)  SCALED    
 TU2941  ___________________________________________________________________
 TU2941  EPOCH DATE  -        1993.62
 TU2941  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 TU2941  GEOID HEIGHT-          16.86  (meters)                     GEOID03
 TU2941
 TU2941  HORZ ORDER  -  THIRD
 TU2941
 TU2941.The horizontal coordinates were established by classical geodetic methods
 TU2941.and adjusted by the National Geodetic Survey in December 1998..
 TU2941.The horizontal coordinates are valid at the epoch date displayed above.
 TU2941.The epoch date for horizontal control is a decimal equivalence
 TU2941.of Year/Month/Day.
 TU2941
 TU2941.The orthometric height was scaled from a topographic map.
 TU2941
 TU2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2941
 TU2941.The geoid height was determined by GEOID03.
 TU2941
 TU2941;                    North         East     Units Scale Factor Converg.
 TU2941;SPC HI 2     -    33,083.154   529,408.917   MT  0.99997735   +0 05 58.0
 TU2941;UTM  04      - 2,283,607.333   772,559.751   MT  1.00051821   +0 55 19.9
 TU2941
 TU2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2941!SPC HI 2     -   0.99986989  x   0.99997735  =   0.99984724
 TU2941!UTM  04      -   0.99986989  x   1.00051821  =   1.00038803
 TU2941
 TU2941                          SUPERSEDED SURVEY CONTROL
 TU2941
 TU2941  NAD 83(1986)-  20 37 54.95427(N)    156 23 04.14072(W) AD(       ) 3
 TU2941  OLD HI      -  20 38 06.36700(N)    156 23 14.22600(W) AD(       ) 3
 TU2941
 TU2941.Superseded values are not recommended for survey control.
 TU2941.NGS no longer adjusts projects to the OLD HI datum.
 TU2941.See file dsdata.txt to determine how the superseded data were derived.
 TU2941
 TU2941_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7256083607(NAD 83)
 TU2941
 TU2941  HISTORY     - Date     Condition        Report By
 TU2941  HISTORY     - 1879     MONUMENTED       HIGS
 TU2941  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2941
 TU2941                          STATION DESCRIPTION
 TU2941
 TU2941'DESCRIBED BY HAWAII GEODETIC SURVEY 1879
 TU2941'IN SOUTHEASTERN PART OF EAST MAUI, IN HONUAULA DISTRICT, ON THE
 TU2941'SOUTHERN SUMMIT OF PUU MAHOE (TWIN HILLS), IN KAUNUAHANE, ON
 TU2941'SOUTHWESTERN SLOPE OF HALEAKALA, ABOUT 4 MILES FROM THE
 TU2941'SEA.  MARKED BY COPPER TRIANGLE BURIED, WITH REDWOOD POST AND
 TU2941'CAIRN OF STONES ABOVE IT.
 TU2941
 TU2941                          STATION RECOVERY (1950)
 TU2941
 TU2941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2941'THE POSITION OF THE OLD STATION WAS DETERMINED AND A THOROUGH
 TU2941'SEARCH WAS MADE.  IT APPEARS TO HAVE BEEN DESTROYED BY ARMY
 TU2941'INSTALLATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2856 ***********************************************************************
 TU2856  DESIGNATION -  PUU MANEONEO 2
 TU2856  PID         -  TU2856
 TU2856  STATE/COUNTY-  HI/MAUI
 TU2856  USGS QUAD   -  KAUPO (1996)
 TU2856
 TU2856                         *CURRENT SURVEY CONTROL
 TU2856  ___________________________________________________________________
 TU2856* NAD 83(1993)-  20 37 35.75659(N)    156 10 06.74388(W)     ADJUSTED  
 TU2856* LOCAL TIDAL -       108.5    (meters)     356.     (feet)  VERT ANG  
 TU2856  ___________________________________________________________________
 TU2856  EPOCH DATE  -        1993.62
 TU2856  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 TU2856  GEOID HEIGHT-          16.33  (meters)                     GEOID03
 TU2856
 TU2856  HORZ ORDER  -  FIRST
 TU2856
 TU2856.The horizontal coordinates were established by classical geodetic methods
 TU2856.and adjusted by the National Geodetic Survey in December 1998..
 TU2856.The horizontal coordinates are valid at the epoch date displayed above.
 TU2856.The epoch date for horizontal control is a decimal equivalence
 TU2856.of Year/Month/Day.
 TU2856
 TU2856.The orthometric height was determined by vertical angle observations.
 TU2856
 TU2856.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2856
 TU2856.The geoid height was determined by GEOID03.
 TU2856
 TU2856;                    North         East     Units Scale Factor Converg.
 TU2856;SPC HI 2     -    32,545.969   551,916.906   MT  0.99999996   +0 10 31.7
 TU2856;UTM  04      - 2,283,393.259   795,086.835   MT  1.00067629   +0 59 53.4
 TU2856
 TU2856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2856!SPC HI 2     -   0.99998038  x   0.99999996  =   0.99998034
 TU2856!UTM  04      -   0.99998038  x   1.00067629  =   1.00065666
 TU2856
 TU2856:                Primary Azimuth Mark                     Grid Az
 TU2856:SPC HI 2     -  PUU MANEONEO 2 AZ MK                     057 54 19.6
 TU2856:UTM  04      -  PUU MANEONEO 2 AZ MK                     057 04 57.9
 TU2856
 TU2856|---------------------------------------------------------------------|
 TU2856| PID    Reference Object                     Distance      Geod. Az  |
 TU2856|                                                           dddmmss.s |
 TU2856| CN6087 PUU MANEONEO 2 AZ MK                               0580451.3 |
 TU2856| CN6088 PUU MANEONEO 2 RM 1                   6.636 METERS 14907     |
 TU2856| CN6089 PUU MANEONEO 2 RM 2                   6.969 METERS 25658     |
 TU2856| TU2857 MANEONEO 1881                         2.471 METERS 34810     |
 TU2856|---------------------------------------------------------------------|
 TU2856
 TU2856                          SUPERSEDED SURVEY CONTROL
 TU2856
 TU2856  NAD 83(1986)-  20 37 35.72497(N)    156 10 06.75395(W) AD(       ) 1
 TU2856  OLD HI      -  20 37 47.19500(N)    156 10 16.85500(W) AD(       ) 1
 TU2856
 TU2856.Superseded values are not recommended for survey control.
 TU2856.NGS no longer adjusts projects to the OLD HI datum.
 TU2856.See file dsdata.txt to determine how the superseded data were derived.
 TU2856
 TU2856_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9508783393(NAD 83)
 TU2856_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2856
 TU2856  HISTORY     - Date     Condition        Report By
 TU2856  HISTORY     - 1950     MONUMENTED       CGS
 TU2856  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2856
 TU2856                          STATION DESCRIPTION
 TU2856
 TU2856'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2856'LOCATED ON THE SOUTHEAST COAST OF MAUI, SOUTH HANA DISTRICT, IN
 TU2856'LAND OF MANEANEO, 2 MILES WEST OF THE KAUPO CATHOLIC CHURCH, 1
 TU2856'MILE EAST OF THE MOUTH OF HAWELEWELE GULCH ON A BARE HILL 0.2
 TU2856'MILES INSHORE FROM A POINT MIDWAY BETWEEN LAE O APOLE AND POINT
 TU2856'LAPEHU, AND 1/4 MILE SOUTH OF THE PRESENT GOVERNMENT ROAD.
 TU2856'
 TU2856'STATION IS A STANDARD DISK SET IN A SQUARE TOPPED CONCRETE POST
 TU2856'PROJECTING 6 INCHES, STAMPED, PUU MANEONEO 2 1950.
 TU2856'
 TU2856'REFERENCE MARK NO.1 IS SOUTHEAST OF THE STATION.  A STANDARD DISK
 TU2856'CEMENTED IN A DRILL HOLE IN LAVA BOULDER PROJECTING 18 INCHES,
 TU2856'STAMPED PUU MANEONEO 2 1950.
 TU2856'
 TU2856'REFERENCE MARK NO.2 IS WEST SOUTHWEST OF THE STATION.  A STANDARD
 TU2856'DISK CEMENTED IN A DRILL HOLE IN A LAVA BOULDER PROJECTING 1 FOOT,
 TU2856'STAMPED PUU MANEONEO 2 1950.
 TU2856'
 TU2856'OLD STATION WAS DESCRIBED AS AN IRON PIN AND CAIRN OF STONES,
 TU2856'AND 4 REFERENCE ROCKS MARKED WITH CROSSES EACH 5 FEET DISTANT.  THE
 TU2856'CAIRN AND THREE REFERENCE ROCKS WERE RECOVERED.  THE IRON PIN
 TU2856'COULD NOT BE FOUND.
 TU2856'
 TU2856'TO REACH FROM THE POST OFFICE AT HANA--GO SOUTHWESTERLY ON THE
 TU2856'COAST ROAD FOR ABOUT 22.5 MILES.  HERE TURN LEFT AND PICK WAY
 TU2856'ACROSS COUNTRY FOR ABOUT 0.25 MILES TO HIGHEST POINT OF A BARE
 TU2856'HILL AND STATION.
 TU2856'
 TU2856'A SQUARE HEAD IRON BOLT CEMENTED IN A DRILL HOLE IN A BURIED
 TU2856'BOULDER WAS PLACED AT THE APPROXIMATE POSITION AS THE OLD STATION
 TU2856'AS NEAR AS COULD BE DETERMINED BY THE REFERENCE MARKS.
 TU2856'
 TU2856'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED MANEONEO 2
 TU2856'1950.  SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 TU2856'SURFACE.
 TU2856'
 TU2856'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
 TU2856
 TU2856                          STATION RECOVERY (1968)
 TU2856
 TU2856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2856'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2856'DISCREPANCY WAS NOTED IN THE DISTANCE TO RM NO. 1.  IT WAS
 TU2856'DOUBLE-CHECKED AND THE 1950 DISTANCE FOUND TO BE SLOPE DISTANCE.  A
 TU2856'COMPLETE DESCRIPTION FOLLOWS--
 TU2856'
 TU2856'STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF KAUPO, ON THE
 TU2856'GRASSY BLUFF OVERLOOKING WAIU BAY.  IT IS ABOUT 900 FEET SOUTH OF
 TU2856'THE HIGHWAY AND AT ABOUT 356 FEET ELEVATION.
 TU2856'
 TU2856'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO SOUTHEAST
 TU2856'ON STATE HIGHWAY 37 FOR 0.85 MILE.  TAKE RIGHT FORK AND FOLLOW
 TU2856'HIGHWAY 31 FOR 17.1 MILES TO TOP OF GRADE AND END OF TRUCK
 TU2856'TRAVEL.  PACK SOUTHERLY DOWN ALONG RIDGE ABOUT 1/4-MILE TO
 TU2856'STATION.
 TU2856'
 TU2856'STATION MARK IS A STANDARD DISK STAMPED PUU MANEONEO 2 1950, SET
 TU2856'IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 7
 TU2856'INCHES FROM GROUND.  THERE IS A 6-FOOT-DIAMETER, STONE PIER, 3
 TU2856'FEET HIGH, BUILT AROUND THE MARK.
 TU2856'
 TU2856'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU MANEONEO
 TU2856'2 NO 1 1950, CEMENTED IN A DRILL HOLE IN A 30-INCH BOULDER THAT
 TU2856'PROJECTS 15 INCHES FROM GROUND.  IT IS 2 FEET LOWER THAN
 TU2856'STATION MARK.
 TU2856'
 TU2856'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU MANEONEO
 TU2856'2 NO 2 1950, CEMENTED IN A DRILL HOLE IN A 3-FOOT-DIAMETER BOULDER
 TU2856'THAT PROJECTS 2 FEET FROM GROUND.  IT IS 0.6 FOOT LOWER THAN
 TU2856'STATION MARK.
 TU2856'
 TU2856'IRON BOLT IS A 1-INCH-SQUARE BOLT HEAD, CEMENTED IN A DRILL HOLE
 TU2856'IN THE POINTED TIP OF A GREY BOULDER PROJECTING 8 INCHES FROM
 TU2856'GROUND, AND 6 INCHES HIGHER THAN STATION MARK.
 TU2856'
 TU2856'AZIMUTH MARK IS A STANDARD DISK STAMPED PUU MANEONEO 2 1950
 TU2856'1968, CEMENTED IN A DRILL HOLE IN A LARGE, 5-FOOT BOULDER THAT
 TU2856'PROJECTS 3-1/2 FEET ABOVE GROUND.  IT IS ALONG NORTH SIDE OF ROAD,
 TU2856'75 FEET WEST OF CREST WHERE ROAD PASSES OVER RISE, 41 FEET NORTH
 TU2856'OF CENTER LINE OF ROAD, ABOUT 15 FEET HIGHER THAN ROAD, AND 40
 TU2856'YARDS NORTHWEST ACROSS ROAD, FROM A FENCED ENCLOSURE.  TO REACH
 TU2856'FROM END OF TRUCK TRAVEL, CONTINUE EAST ON HIGHWAY FOR 0.35
 TU2856'MILE TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3317 ***********************************************************************
 TU3317  DESIGNATION -  PUU MANO 1890
 TU3317  PID         -  TU3317
 TU3317  STATE/COUNTY-  HI/MAUI
 TU3317  USGS QUAD   -  
 TU3317
 TU3317                         *CURRENT SURVEY CONTROL
 TU3317  ___________________________________________________________________
 TU3317* NAD 83(1993)-  21 05 50.60204(N)    156 46 37.39192(W)     ADJUSTED  
 TU3317* LOCAL TIDAL -       289.     (meters)     948.     (feet)  VERT ANG  
 TU3317  ___________________________________________________________________
 TU3317  EPOCH DATE  -        1993.62
 TU3317  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 TU3317  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU3317
 TU3317  HORZ ORDER  -  SECOND
 TU3317
 TU3317.The horizontal coordinates were established by classical geodetic methods
 TU3317.and adjusted by the National Geodetic Survey in December 1998..
 TU3317.The horizontal coordinates are valid at the epoch date displayed above.
 TU3317.The epoch date for horizontal control is a decimal equivalence
 TU3317.of Year/Month/Day.
 TU3317
 TU3317.The orthometric height was determined by vertical angle observations.
 TU3317.No vertical observational check was made to the station.
 TU3317
 TU3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3317
 TU3317.The geoid height was determined by GEOID03.
 TU3317
 TU3317;                    North         East     Units Scale Factor Converg.
 TU3317;SPC HI 2     -    84,592.379   488,530.895   MT  0.99996829   -0 02 23.0
 TU3317;UTM  04      - 2,334,539.075   730,921.234   MT  1.00025901   +0 48 01.9
 TU3317
 TU3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3317!SPC HI 2     -   0.99995214  x   0.99996829  =   0.99992044
 TU3317!UTM  04      -   0.99995214  x   1.00025901  =   1.00021114
 TU3317
 TU3317:                Primary Azimuth Mark                     Grid Az
 TU3317:SPC HI 2     -  HONOMUNI 1915                            173 12 52.6
 TU3317:UTM  04      -  HONOMUNI 1915                            172 22 27.7
 TU3317
 TU3317|---------------------------------------------------------------------|
 TU3317| PID    Reference Object                     Distance      Geod. Az  |
 TU3317|                                                           dddmmss.s |
 TU3317| TU3316 HONOMUNI 1915                       APPROX. 1.5 KM 1731029.6 |
 TU3317|---------------------------------------------------------------------|
 TU3317
 TU3317                          SUPERSEDED SURVEY CONTROL
 TU3317
 TU3317  NAD 83(1986)-  21 05 50.55645(N)    156 46 37.33904(W) AD(       ) 2
 TU3317  OLD HI      -  21 06 02.05200(N)    156 46 47.46500(W) AD(       ) 2
 TU3317
 TU3317.Superseded values are not recommended for survey control.
 TU3317.NGS no longer adjusts projects to the OLD HI datum.
 TU3317.See file dsdata.txt to determine how the superseded data were derived.
 TU3317
 TU3317_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3092134539(NAD 83)
 TU3317
 TU3317  HISTORY     - Date     Condition        Report By
 TU3317  HISTORY     - 1890     MONUMENTED       CGS
 TU3317  HISTORY     - 1930     SEE DESCRIPTION  HITS
 TU3317  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3317
 TU3317                          STATION DESCRIPTION
 TU3317
 TU3317'DESCRIBED BY COAST AND GEODETIC SURVEY 1890 (HGS)
 TU3317'ON THE SOUTHEASTERN COAST OF MOLOKAI, JUST ABOVE AND NORTH OF
 TU3317'THE SHORE ROAD AND THE LOCALITY KNOWN AS HONOMUNI, WHICH IS 2
 TU3317'MILES EAST OF PUKOO.  STATION IS ON A VERY PROMINENT, DOMELIKE
 TU3317'HILL, GRASS COVERED.  IT MAY BE IDENTIFIED FROM THE SHORE AS
 TU3317'FOLLOWS--FROM THE TWO RED HOUSES ON THE BEACH, BELONGING TO
 TU3317'BOWEN, IT BEARS N. 35 DEG W., 1,270 METERS.  FROM THE SMALL
 TU3317'CONICAL UNPAINTED STEEPLE CLOSE TO AND JUST BELOW GOVERNMENT
 TU3317'ROAD IT BEARS NORTH 1,330 METERS.  SUBSURFACE MARK IS A
 TU3317'BOTTLE.  SURFACE MARK A CONCRETE MONUMENT AND BRONZE STATION
 TU3317'MARK IN TOP, NOTE 6 1/2.  THE LOWER SLOPES OF THIS HILL ARE
 TU3317'UNDER CULTIVATION FOR PINEAPPLES, AND A GOOD ROAD LEADS UP THE
 TU3317'HILL ALMOST TO THE STATION.
 TU3317
 TU3317                          STATION RECOVERY (1930)
 TU3317
 TU3317'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1930
 TU3317'STATION IS ON A HILL OF THE SAME NAME, IN LAND OF KAINALU, MOLOKAI,
 TU3317'ABOUT 3/4 MI. INLAND, ELEVATION IS 938 FT.
 TU3317'
 TU3317'THE ORIGINAL STATION CORRECTLY REMARKED BY THE U.S.C. AND
 TU3317'G.S. WITH A PYRAMIDAL CONCRETE MONUMENT AND BRONZE DISK, MONUMENT
 TU3317'AGREES WITH ALL THREE ORIGINAL WITNESS CROSSES.  CONCRETE IS
 TU3317'BADLY DISINTEGRATED AND THE REINFORCING RODS EXPOSED, COVERED
 TU3317'WITH RUST AND SCALE.
 TU3317'
 TU3317'REPAIRED THE MONUMENT WITH A 3-IN. CASING OF CONCRETE AND
 TU3317'GALVANIZED REINFORCING WIRE WOUND AROUND THE VERTICAL BARS.
 TU3317'
 TU3317'BUILT A TYPE B1 SUPERSTRUCTURE OF BOULDER CONCRETE, EDGES OF
 TU3317'PLATFORM ARE 1 FT. BELOW SURFACE AND 1 FT. THICK ALL AROUND.
 TU3317
 TU3317                          STATION RECOVERY (1962)
 TU3317
 TU3317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3317'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU3317'DESCRIPTION FOLLOWS--
 TU3317'
 TU3317'STATION IS LOCATED, AIRLINE, ABOUT 15-1/2 MILES EAST OF
 TU3317'KAUNAKAKAI, 2 MILES NORTHEAST OF PUKOO AND 3/4 MILE NORTHWEST
 TU3317'OF THE SHORELINE, ON PROPERTY OF MR. W.B. DUNBAR, ON THE SUMMIT
 TU3317'OF PUU MANO, A GRASS-COVERED, ROUND-TOPPED HILL OF 938 FEET
 TU3317'ELEVATION THAT HAS A GROVE OF TREES ON ITS WEST AND NORTHWEST
 TU3317'SIDES.
 TU3317'
 TU3317'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46,
 TU3317'JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EASTERLY ON STATE
 TU3317'HIGHWAY 45 FOR 16.2 MILES TO A SIGN ON RIGHT WAILAU
 TU3317'TRAIL.  CONTINUE ON THE HIGHWAY FOR 4.9 MILES TO A GREEN CHURCH
 TU3317'ON THE LEFT.  CONTINUE FOR 0.35 MILE TO A TRACK ROAD LEFT, AT
 TU3317'SIGN PUU MANO SHARK GOD HILL.  (THIS IS 0.25 MILE AFTER PASSING
 TU3317'MR. DUNBARS HOUSE ON THE LEFT).  GO LEFT ON THE TRACK ROAD FOR
 TU3317'0.05 MILE TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR
 TU3317'0.4 MILE TO BOARD GATE.  PASS THROUGH GATE AND CONTINUE ON
 TU3317'TRACK ROAD UPGRADE FOR 0.4 MILE TO BOARD GATE.  PASS THROUGH
 TU3317'GATE AND FOLLOW ROAD RIGHT, UP ALONG FENCE, FOR 0.2 MILE TO
 TU3317'BOARD GATE.  PASS THROUGH GATE AND FOLLOW ROAD LEFT
 TU3317'UPGRADE FOR 0.25 MILE TO CREST OF RIDGE AND A LARGE BOULDER ON
 TU3317'THE LEFT.  TURN LEFT, OFF OF ROAD, AND GO SOUTHWEST FOR 0.1 MILE
 TU3317'TO STATION ON SUMMIT OF HILL.
 TU3317'
 TU3317'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN A CONCRETE
 TU3317'MONUMENT.  THE HAWAIIAN TERRITORIAL SURVEY HAS CONSTRUCTED A
 TU3317'STONE AND CONCRETE PLATFORM, KNOWN AS A TYPE B-1 SUPERSTRUCTURE,
 TU3317'OVER THE MARK.  THIS CONSISTS OF A 6-FOOT-SQUARE, CONCRETE
 TU3317'PLATFORM WHICH PROJECTS 2 FEET ABOVE GROUND ON THE SOUTH SIDE AND
 TU3317'1 FOOT ON THE NORTH SIDE.  THE STONE AND CONCRETE FOUNDATION
 TU3317'OF THE PLATFORM EXTENDS ABOUT 1 FOOT BELOW GROUND LEVEL.  AT
 TU3317'THE CENTER OF THE PLATFORM, ABOVE THE STATION MARK, THERE IS A
 TU3317'CONCRETE PEDESTAL ABOUT 1 FOOT SQUARE, WITH A 2-INCH PIPE IN ITS
 TU3317'CENTER, PROJECTING 2 FEET ABOVE THE PLATFORM.  THIS PIPE
 TU3317'ALLOWS INSTRUMENT TO BE PLUMBED OVER THE MARK AND ALSO
 TU3317'SERVES AS A SOCKET TO HOLD A REMOVABLE, RED-AND-WHITE, METAL
 TU3317'TARGET THAT EXTENDS ABOUT 8 FEET ABOVE THE PLATFORM.  ACCESS
 TU3317'TO THE MARK IS GAINED THROUGH A SMALL DEPRESSION OR TUNNEL
 TU3317'UNDER THE PEDESTAL.
 TU3317'
 TU3317'NOTE--4-WHEEL-DRIVE VEHICLE REQUIRED TO DRIVE TO
 TU3317'STATION.  MR. DUNBAR REQUESTS THAT HE BE NOTIFIED WHEN ANYONE
 TU3317'VISITS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3214 ***********************************************************************
 TU3214  DESIGNATION -  PUU MANU
 TU3214  PID         -  TU3214
 TU3214  STATE/COUNTY-  HI/MAUI
 TU3214  USGS QUAD   -  
 TU3214
 TU3214                         *CURRENT SURVEY CONTROL
 TU3214  ___________________________________________________________________
 TU3214* NAD 83(1993)-  20 46 35.89301(N)    156 52 10.91210(W)     ADJUSTED  
 TU3214* LOCAL TIDAL -       631.     (meters)    2070.     (feet)  GPS OBS   
 TU3214  ___________________________________________________________________
 TU3214  EPOCH DATE  -        1993.62
 TU3214  X           -  -5,486,865.171 (meters)                     COMP
 TU3214  Y           -  -2,343,776.897 (meters)                     COMP
 TU3214  Z           -   2,248,520.308 (meters)                     COMP
 TU3214  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 TU3214  ELLIP HEIGHT-         647.64  (meters)          (11/30/94) GPS OBS
 TU3214  GEOID HEIGHT-          16.22  (meters)                     GEOID03
 TU3214
 TU3214  HORZ ORDER  -  FIRST
 TU3214  ELLP ORDER  -  FIFTH     CLASS I
 TU3214
 TU3214.The horizontal coordinates were established by GPS observations
 TU3214.and adjusted by the National Geodetic Survey in November 1994..
 TU3214.No horizontal observational check was made to the station.
 TU3214.The horizontal coordinates are valid at the epoch date displayed above.
 TU3214.The epoch date for horizontal control is a decimal equivalence
 TU3214.of Year/Month/Day.
 TU3214
 TU3214.The orthometric height was determined by GPS observations and a
 TU3214.high-resolution geoid model.
 TU3214.No vertical observational check was made to the station.
 TU3214
 TU3214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU3214
 TU3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3214
 TU3214.The ellipsoidal height was determined by GPS observations
 TU3214.and is referenced to NAD 83.
 TU3214
 TU3214.The geoid height was determined by GEOID03.
 TU3214
 TU3214;                    North         East     Units Scale Factor Converg.
 TU3214;SPC HI 2     -    49,090.369   478,860.198   MT  0.99997219   -0 04 19.3
 TU3214;UTM  04      - 2,298,890.663   721,765.982   MT  1.00020782   +0 45 21.5
 TU3214
 TU3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3214!SPC HI 2     -   0.99989821  x   0.99997219  =   0.99987041
 TU3214!UTM  04      -   0.99989821  x   1.00020782  =   1.00010601
 TU3214
 TU3214|---------------------------------------------------------------------|
 TU3214| PID    Reference Object                     Distance      Geod. Az  |
 TU3214|                                                           dddmmss.s |
 TU3214| CN6091 PUU MANU RM 2                        15.040 METERS 12556     |
 TU3214| TU3213 PINE                                477.982 METERS 1784321.3 |
 TU3214| CN6092 PUU MANU RM 3                        12.428 METERS 20721     |
 TU3214| TU3217 KAMAO                               APPROX. 2.0 KM 2231802.0 |
 TU3214| TU3218 CAIRN ON HILL                       APPROX. 2.3 KM 2382545.3 |
 TU3214| TU3193 PALAOA POINT LIGHT                  APPROX.11.1 KM 2434149.0 |
 TU3214| TU3223 WATER TANK                          APPROX. 7.8 KM 2871400.7 |
 TU3214| CN6090 PUU MANU RM 1                         4.982 METERS 29049     |
 TU3214| TU3219 LANAI CITY DOLE CORP TANK           APPROX. 4.5 KM 3194636.8 |
 TU3214|---------------------------------------------------------------------|
 TU3214
 TU3214                          SUPERSEDED SURVEY CONTROL
 TU3214
 TU3214  NAD 83(1986)-  20 46 35.85000(N)    156 52 10.87363(W) AD(       ) 2
 TU3214  OLD HI      -  20 46 47.21400(N)    156 52 20.98000(W) AD(       ) 2
 TU3214
 TU3214.Superseded values are not recommended for survey control.
 TU3214.NGS no longer adjusts projects to the OLD HI datum.
 TU3214.See file dsdata.txt to determine how the superseded data were derived.
 TU3214
 TU3214_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH2176698891(NAD 83)
 TU3214_MARKER: Z = SEE DESCRIPTION
 TU3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3214_SP_SET: CONCRETE POST
 TU3214_MARK LOGO: NONE  
 TU3214_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU3214+STABILITY: SURFACE MOTION
 TU3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3214+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1993
 TU3214
 TU3214  HISTORY     - Date     Condition        Report By
 TU3214  HISTORY     - 1879     MONUMENTED       CGS
 TU3214  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU3214  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3214  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU3214  HISTORY     - 19930810 GOOD             NOS
 TU3214
 TU3214                          STATION DESCRIPTION
 TU3214
 TU3214'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3214'IN SOUTHEASTERN PART OF LANAI, IN KAOHAI DISTRICT, ON PUU MANU,
 TU3214'THE CREST OF THE MAIN RIDGE ABOUT 600 METERS SOUTHWEST OF THE
 TU3214'GOVERNMENT ROAD.  IN 1927 THIS ROAD WAS SAID TO BE IN POOR BUT
 TU3214'PASSABLE CONDITION.  STATION MARKED BY CONCRETE POST SURROUNDED
 TU3214'BY LARGE CAIRN OF ROCKS.  REFERENCE MARKS (1927) ARE DRILL HOLES
 TU3214'IN LARGE BOWLDERS, AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM
 TU3214'THE STATION--NO. 1, 4.970 METERS (16.31 FEET), 110 DEG 50
 TU3214'MIN.  NO. 2, 15.25 METERS (50.0 FEET), 305 DEG 54 MIN.  NO. 3,
 TU3214'12.42 METERS (40.7 FEET), 27 DEG 24 MIN.
 TU3214
 TU3214                          STATION RECOVERY (1962)
 TU3214
 TU3214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3214'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3214'COMPLETE DESCRIPTION FOLLOWS--
 TU3214'
 TU3214'STATION IS LOCATED ABOUT 4-1/2 MILES AIRLINE SOUTHEAST OF
 TU3214'LANAI CITY AND 2-1/2 MILES NORTH-NORTHEAST OF MANELE BAY, ON
 TU3214'THE SUMMIT OF A BARE HILL OF 2072 FEET ELEVATION THAT OVERLOOKS
 TU3214'PALAWAI BASIN TO THE WEST, AND IS THE HIGHEST OF THE GROUP OF
 TU3214'BARE HILLS THAT SET APART FROM THE MUCH HIGHER RANGE OF TIMBERED
 TU3214'HILLS TO THE NORTH AND NORTHEAST.
 TU3214'
 TU3214'TO REACH STATION FROM THE JUNCTION OF HIGHWAYS 44 AND 441 AT
 TU3214'THE SOUTH EDGE OF LANAI CITY, GO SOUTHERLY ON HIGHWAY 441 FOR
 TU3214'1.7 MILES TO A PAVED FORK.  TAKE LEFT FORK AND GO 1.15 MILES
 TU3214'TO END OF PAVED ROAD.  CONTINUE AHEAD ON GRADED ROAD FOR 0.2 MILE
 TU3214'TO T-ROAD LEFT.  TURN LEFT AND GO 0.5 MILE TO CROSSROAD AT EDGE
 TU3214'OF PINEAPPLE FIELD.  CONTINUE AHEAD ON NARROW, GRADED ROAD UP
 TU3214'BRUSHY DRAW AND UP ALONG HILLSIDE, SOUTHEASTERLY, FOR 1.8 MILES
 TU3214'TO FORK AT EDGE OF PINEAPPLE FIELDS ON TOP OF MESA.  TAKE
 TU3214'RIGHT FORK AND GO ALONG EDGE OF FIELD FOR 0.35 MILE TO
 TU3214'CROSSROAD.  TURN RIGHT, THROUGH GATE, AND FOLLOW GRADED ROAD FOR
 TU3214'0.25 MILE TO DIM RIGHT FORK AT BOTTOM OF GRADE.  TAKE RIGHT
 TU3214'FORK AND FOLLOW DIM TRACKS UP SIDE OF HILL AND THEN ALONG
 TU3214'CREST OF RIDGE FOR 0.55 MILE TO HIGHEST POINT OF HILL AND
 TU3214'STATION.
 TU3214'
 TU3214'STATION MARK IS A 6-INCH-SQUARE, PRE-CAST, CONCRETE POST, WITH
 TU3214'A LARGE CROSS ON ITS TOP, PROJECTING 3 INCHES ABOVE GROUND.  IT
 TU3214'IS A BOULDER-STREWN, AREA, 13 FEET NORTHWEST OF CENTER LINE OF
 TU3214'TRACK ROAD AND 3.6 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.
 TU3214'
 TU3214'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MANU 1
 TU3214'1927, CEMENTED IN A DRILL HOLE IN A 2-1/2-FOOT-SQUARE LAVA ROCK
 TU3214'OUTCROP THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS ABOUT 1 FOOT
 TU3214'LOWER THAN THE STATION.
 TU3214'
 TU3214'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MANU 2
 TU3214'1927, CEMENTED IN A DRILL HOLE IN THE TOP OF A 3-FOOT BOULDER
 TU3214'THAT PROJECTS ABOUT 3 FEET ABOVE GROUND.  IT IS 9 YARDS SOUTHEAST
 TU3214'OF THE CENTER LINE OF THE TRACK ROAD AND ABOUT 3 FEET LOWER THAN
 TU3214'THE STATION.
 TU3214'
 TU3214'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED MANU 3 1927,
 TU3214'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3-FOOT-DIAMETER BOULDER
 TU3214'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS 18 FEET NORTHWEST
 TU3214'OF THE CENTER LINE OF THE ROAD AND ABOUT 2 FEET LOWER THAN THE
 TU3214'STATION.
 TU3214
 TU3214                          STATION RECOVERY (1976)
 TU3214
 TU3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU3214'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 TU3214'1962.  NO MEASUREMENTS WERE MADE TO REFERENCE MARKS.  STATION
 TU3214'WAS REACHED BY HELICOPTER.
 TU3214'
 TU3214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3214'4.5 MILES SOUTHEAST OF LANAI CITY.
 TU3214
 TU3214                          STATION RECOVERY (1993)
 TU3214
 TU3214'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU3214'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2677 ***********************************************************************
 TU2677  DESIGNATION -  PUU MAUU NORTH RESET=1629
 TU2677  PID         -  TU2677
 TU2677  STATE/COUNTY-  HI/HAWAII
 TU2677  USGS QUAD   -  KUKUIHAELE (1995)
 TU2677
 TU2677                         *CURRENT SURVEY CONTROL
 TU2677  ___________________________________________________________________
 TU2677* NAD 83(1993)-  20 05 54.26495(N)    155 34 20.60871(W)     ADJUSTED  
 TU2677* LOCAL TIDAL -       496.6    (meters)    1629.     (feet)  VERT ANG  
 TU2677  ___________________________________________________________________
 TU2677  EPOCH DATE  -        1993.62
 TU2677  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 TU2677  GEOID HEIGHT-          20.88  (meters)                     GEOID03
 TU2677
 TU2677  HORZ ORDER  -  SECOND
 TU2677
 TU2677.The horizontal coordinates were established by classical geodetic methods
 TU2677.and adjusted by the National Geodetic Survey in December 1998..
 TU2677.The horizontal coordinates are valid at the epoch date displayed above.
 TU2677.The epoch date for horizontal control is a decimal equivalence
 TU2677.of Year/Month/Day.
 TU2677
 TU2677.The orthometric height was determined by vertical angle observations.
 TU2677
 TU2677.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2677
 TU2677.The geoid height was determined by GEOID03.
 TU2677
 TU2677;                    North         East     Units Scale Factor Converg.
 TU2677;SPC HI 1     -   140,037.753   492,429.430   MT  0.99996737   -0 01 29.6
 TU2677;UTM  05      - 2,224,447.027   231,012.536   MT  1.00049437   -0 53 04.2
 TU2677
 TU2677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2677!SPC HI 1     -   0.99991866  x   0.99996737  =   0.99988604
 TU2677!UTM  05      -   0.99991866  x   1.00049437  =   1.00041299
 TU2677
 TU2677:                Primary Azimuth Mark                     Grid Az
 TU2677:SPC HI 1     -  WAIKOEKOE 3                              016 49 59.8
 TU2677:UTM  05      -  WAIKOEKOE 3                              017 41 34.4
 TU2677
 TU2677|---------------------------------------------------------------------|
 TU2677| PID    Reference Object                     Distance      Geod. Az  |
 TU2677|                                                           dddmmss.s |
 TU2677| TU2672 WAIKOEKOE 3                         APPROX. 3.2 KM 0164830.2 |
 TU2677| CN6093 PUU MAUU NORTH RM 1                   5.249 METERS 07656     |
 TU2677| CN6094 PUU MAUU NORTH RM 2                   4.448 METERS 18641     |
 TU2677|---------------------------------------------------------------------|
 TU2677
 TU2677                          SUPERSEDED SURVEY CONTROL
 TU2677
 TU2677  NAD 83(1986)-  20 05 54.25457(N)    155 34 20.60877(W) AD(       ) 2
 TU2677  OLD HI      -  20 06 05.28300(N)    155 34 30.61500(W) AD(       ) 2
 TU2677
 TU2677.Superseded values are not recommended for survey control.
 TU2677.NGS no longer adjusts projects to the OLD HI datum.
 TU2677.See file dsdata.txt to determine how the superseded data were derived.
 TU2677
 TU2677_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3101324447(NAD 83)
 TU2677_MARKER: Z = SEE DESCRIPTION
 TU2677_SETTING: 0 = UNSPECIFIED SETTING
 TU2677
 TU2677  HISTORY     - Date     Condition        Report By
 TU2677  HISTORY     - 1948     MONUMENTED       HITS
 TU2677  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2677  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2677
 TU2677                          STATION DESCRIPTION
 TU2677
 TU2677'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2677'LOCATED IN HAMAKUA DISTRICT IN THE NORTHERN PART OF THE
 TU2677'ISLAND OF HAWAII, ONE MILE EAST OF WAIPIO VALLEY AND TWO MILES
 TU2677'INLAND FROM THE SEA.
 TU2677'
 TU2677'THE STATION IS AN OLD H.T.S. STATION MARKED WITH A 4-INCH
 TU2677'CIRCULAR CONCRETE MONUMENT SET FIRMLY IN THE GROUND ON THE TOP
 TU2677'OF A SMALL SHARP KNOLL.  A U.S.G.S. DISK IS SET IN THE TOP OF THE
 TU2677'CONCRETE MONUMENT.  THE H.T.S. RECOVERED THE STATION IN 1938
 TU2677'AND BUILT A CONCRETE TRIANGULAR-SHAPED MONUMENT SIX FEET ON EACH
 TU2677'SIDE AND SURROUNDING THE OLD STATION MARK.  A 2-1/2 INCH PIPE
 TU2677'WITH THREE STEEL LEGS AND TWO FEET HIGH WAS SET IN THE CONCRETE
 TU2677'MONUMENT AND CENTERED AND PLUMBED OVER THE OLD MARK.  IN THE
 TU2677'2-1/2 INCH PIPE WAS SET A 2-INCH PIPE TEN FEET LONG WITH A
 TU2677'METAL TARGET AT THE TOP.  WHEN VISITED IN 1948 THE STATION
 TU2677'WAS THE SAME AS CONSTRUCTED IN 1938.
 TU2677'
 TU2677'TO REACH THE STATION PROCEED WEST FROM HONOKAA VILLAGE
 TU2677'ALONG THE MAIN ROAD TO WAIPIO VALLEY A DISTANCE OF ABOUT EIGHT
 TU2677'MILES TO THE KUKUIHAELE LANDING ROAD JUNCTION.  TURN LEFT AND
 TU2677'FOLLOW ROUGH PLANTATION ROAD WHICH WINDS UP THROUGH THE CANE
 TU2677'FIELDS FOR A DISTANCE OF 1.5 MILES MORE OR LESS TO THE STATION
 TU2677'WHICH IS LOCATED ON THE WEST SIDE OF A SHARP UPWARD TURN IN
 TU2677'THE ROAD.  THE STATION IS ABOUT 100 FEET WEST OF A CLUMP OF
 TU2677'IRONWOOD TREES.
 TU2677
 TU2677                          STATION RECOVERY (1966)
 TU2677
 TU2677'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2677'STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 TU2677'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2677'
 TU2677'STATION IS LOCATED ABOUT 7 MILES WEST OF HONOKAA AND 1-1/2 MILES
 TU2677'SOUTH OF KUKUIHAELE, AT ABOUT 1629 FEET ELEVATION, ON 25-FOOT-HIGH
 TU2677'CUTBANK ON THE NORTHWEST SIDE OF A MACADAM ROAD, ABOUT 500 FEET
 TU2677'SOUTHWEST OF A DIAGONAL CROSSROAD AND 75 YARDS WEST OF A PROMINENT
 TU2677'GROVE OF IRONWOOD TREES.
 TU2677'
 TU2677'TO REACH STATION FROM THE POST OFFICE IN HONOKAA, GO WEST TOWARDS
 TU2677'WAIPIO FOR 2.5 MILES TO CROSSROAD.  TURN SHARP LEFT AND GO UPGRADE
 TU2677'0.6 MILE.  TAKE RIGHT FORK AND GO 0.25 MILE TO MACADAM LANDING
 TU2677'STRIP ON RIGHT.  CONTINUE WEST FOR 5.0 MILES TO FORK.  TAKE LEFT
 TU2677'FORK AND GO 0.1 MILE TO DIAGONAL CROSSROAD.  BEAR LEFT AND GO
 TU2677'0.1 MILE TO STATION ON RIGHT.
 TU2677'
 TU2677'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 1629, SET
 TU2677'IN CONCRETE IN THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM 7 FEET
 TU2677'ON EACH SIDE AND FLUSH WITH THE GROUND.  A 2-1/2-INCH IRON PIPE 2
 TU2677'FEET LONG IS MOUNTED VERTICALLY OVER THE MARK, SUPPORTED BY 3 IRON
 TU2677'LEGS EMBEDDED IN THE CONCRETE PLATFORM, AND HOLDS A RED AND WHITE
 TU2677'METAL TARGET THAT EXTENDS 7 FEET ABOVE THE PLATFORM.  STATION IS
 TU2677'18 FEET WEST OF EDGE OF CUTBANK AND 25 FEET EAST OF EDGE OF CANE
 TU2677'FIELD.
 TU2677'
 TU2677'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU MAUU
 TU2677'NORTH HTS NO 1 1948 1966, SET IN THE TOP OF A CONCRETE-FILLED,
 TU2677'3-1/2-INCH IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES
 TU2677'ABOVE GROUND.  IT IS 12 FEET WEST OF EDGE OF BANK AND ABOUT 2 FEET
 TU2677'LOWER THAN STATION MARK.
 TU2677'
 TU2677'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU MAUU
 TU2677'NORTH HTS NO 2 1948 1966, SET IN THE TOP OF A CONCRETE-FILLED,
 TU2677'3-1/2 INCH IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 4 INCHES
 TU2677'ABOVE GROUND.  IT IS 12 FEET WEST OF A JOG IN THE CUTBANK EDGE
 TU2677'AND ABOUT 3-1/2 FEET LOWER THAN STATION MARK.
 TU2677'
 TU2677'DISTANCE BETWEEN REFERENCE MARKS IS 25.87 FEET.
 TU2677
 TU2677                          STATION RECOVERY (1978)
 TU2677
 TU2677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2677'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU2677'AS DESCRIBED IN 1966.
 TU2677'
 TU2677'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2677'7 MILES WEST OF HONOKAA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2487 ***********************************************************************
 TU2487  DESIGNATION -  PUU NAHAHA 1884
 TU2487  PID         -  TU2487
 TU2487  STATE/COUNTY-  HI/HAWAII
 TU2487  USGS QUAD   -  MILOLII (1996)
 TU2487
 TU2487                         *CURRENT SURVEY CONTROL
 TU2487  ___________________________________________________________________
 TU2487* NAD 83(1993)-  19 09 18.98560(N)    155 53 18.16931(W)     ADJUSTED  
 TU2487* LOCAL TIDAL -       234.0    (meters)     768.     (feet)  VERT ANG  
 TU2487  ___________________________________________________________________
 TU2487  EPOCH DATE  -        1993.62
 TU2487  LAPLACE CORR-          19.84  (seconds)                    DEFLEC99
 TU2487  GEOID HEIGHT-          17.35  (meters)                     GEOID03
 TU2487
 TU2487  HORZ ORDER  -  SECOND
 TU2487
 TU2487.The horizontal coordinates were established by classical geodetic methods
 TU2487.and adjusted by the National Geodetic Survey in December 1998..
 TU2487.The horizontal coordinates are valid at the epoch date displayed above.
 TU2487.The epoch date for horizontal control is a decimal equivalence
 TU2487.of Year/Month/Day.
 TU2487
 TU2487.The orthometric height was determined by vertical angle observations.
 TU2487
 TU2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2487
 TU2487.The geoid height was determined by GEOID03.
 TU2487
 TU2487;                    North         East     Units Scale Factor Converg.
 TU2487;SPC HI 1     -    35,680.480   459,145.846   MT  0.99998729   -0 07 38.8
 TU2487;UTM  05      - 2,120,522.633   196,179.699   MT  1.00074120   -0 56 54.6
 TU2487
 TU2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2487!SPC HI 1     -   0.99996049  x   0.99998729  =   0.99994778
 TU2487!UTM  05      -   0.99996049  x   1.00074120  =   1.00070166
 TU2487
 TU2487:                Primary Azimuth Mark                     Grid Az
 TU2487:SPC HI 1     -  S MOWAE                                  076 04 59.4
 TU2487:UTM  05      -  S MOWAE                                  076 54 15.2
 TU2487
 TU2487|---------------------------------------------------------------------|
 TU2487| PID    Reference Object                     Distance      Geod. Az  |
 TU2487|                                                           dddmmss.s |
 TU2487| TU2465 S MOWAE                             APPROX. 2.1 KM 0755720.6 |
 TU2487| TU2488 HANAMALO 2 RESET                    APPROX. 2.8 KM 2720909.7 |
 TU2487|---------------------------------------------------------------------|
 TU2487
 TU2487                          SUPERSEDED SURVEY CONTROL
 TU2487
 TU2487  NAD 83(1986)-  19 09 18.98148(N)    155 53 18.21327(W) AD(       ) 2
 TU2487  OLD HI      -  19 09 29.81000(N)    155 53 28.25500(W) AD(       ) 2
 TU2487
 TU2487.Superseded values are not recommended for survey control.
 TU2487.NGS no longer adjusts projects to the OLD HI datum.
 TU2487.See file dsdata.txt to determine how the superseded data were derived.
 TU2487
 TU2487_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9618020523(NAD 83)
 TU2487
 TU2487  HISTORY     - Date     Condition        Report By
 TU2487  HISTORY     - 1884     MONUMENTED       CGS
 TU2487  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2487  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2487
 TU2487                          STATION DESCRIPTION
 TU2487
 TU2487'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2487'NEAR SOUTHWEST COAST OF HAWAII, IN SOUTH KONA, LAND OF OKOE,
 TU2487'EAST OF HANAMALO POINT, ALMOST 1-1/2 MILES EAST BY NORTH FROM
 TU2487'OKOE BAY, AND JUST TO THE RIGHT OF A LINE FROM THE SHED AT THE
 TU2487'BAY TO THE HUGE BARN (STATION BARN) SHOWING CONSPICUOUSLY
 TU2487'ABOUT 3 MILES INSIDE ON THE SAME BEARING, ON A PROMINENT BARE
 TU2487'ROCKY SHOULDER WHICH COMMANDS A VIEW IN EVERY DIRECTION.  MARKED
 TU2487'BY A SQUARE HEADED IRON BOLT LET INTO THE ROCK INSIDE A
 TU2487'TRIANGLE CUT IN THE ROCK.  FOUR CROSSES EACH 0.46 METER
 TU2487'(1.5 FEET) FROM THE CENTER WERE CUT IN THE ROCK.  A HUGE
 TU2487'CAIRN WAS ERECTED OVER THE STATION AND PAINTED WHITE.
 TU2487
 TU2487                          STATION RECOVERY (1948)
 TU2487
 TU2487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2487'THE ORIGINAL MARK, AN IRON BOLT, WAS RECOVERED IN GOOD
 TU2487'CONDITION.  A STANDARD DISK COULD NOT BE INSTALLED
 TU2487'VERTICALLY ABOVE THE BOLT SO IT WAS STAMPED PUU NAHAHA RESET
 TU2487'1948 AND SET 0.0525 METERS FROM THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2486 ***********************************************************************
 TU2486  DESIGNATION -  PUU NAHAHA 2
 TU2486  PID         -  TU2486
 TU2486  STATE/COUNTY-  HI/HAWAII
 TU2486  USGS QUAD   -  MILOLII (1996)
 TU2486
 TU2486                         *CURRENT SURVEY CONTROL
 TU2486  ___________________________________________________________________
 TU2486* NAD 83(1993)-  19 09 18.98421(N)    155 53 18.16817(W)     ADJUSTED  
 TU2486* LOCAL TIDAL -       234.2    (meters)     768.     (feet)  VERT ANG  
 TU2486  ___________________________________________________________________
 TU2486  EPOCH DATE  -        1993.62
 TU2486  LAPLACE CORR-          19.84  (seconds)                    DEFLEC99
 TU2486  GEOID HEIGHT-          17.35  (meters)                     GEOID03
 TU2486
 TU2486  HORZ ORDER  -  SECOND
 TU2486
 TU2486.The horizontal coordinates were established by classical geodetic methods
 TU2486.and adjusted by the National Geodetic Survey in December 1998..
 TU2486.The horizontal coordinates are valid at the epoch date displayed above.
 TU2486.The epoch date for horizontal control is a decimal equivalence
 TU2486.of Year/Month/Day.
 TU2486
 TU2486.The orthometric height was determined by vertical angle observations.
 TU2486
 TU2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2486
 TU2486.The geoid height was determined by GEOID03.
 TU2486
 TU2486;                    North         East     Units Scale Factor Converg.
 TU2486;SPC HI 1     -    35,680.437   459,145.879   MT  0.99998729   -0 07 38.8
 TU2486;UTM  05      - 2,120,522.590   196,179.732   MT  1.00074120   -0 56 54.6
 TU2486
 TU2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2486!SPC HI 1     -   0.99996046  x   0.99998729  =   0.99994775
 TU2486!UTM  05      -   0.99996046  x   1.00074120  =   1.00070163
 TU2486
 TU2486|---------------------------------------------------------------------|
 TU2486| PID    Reference Object                     Distance      Geod. Az  |
 TU2486|                                                           dddmmss.s |
 TU2486| CN6095 PUU NAHAHA 2 RM 1                     3.813 METERS 04559     |
 TU2486| TU2490 PUU NAHAHA 2 1948 RM 3               25.352 METERS 07714     |
 TU2486| CN6096 PUU NAHAHA 2 RM 2                     3.164 METERS 12744     |
 TU2486| TU2488 HANAMALO 2 RESET                    APPROX. 2.8 KM 2720912.8 |
 TU2486|---------------------------------------------------------------------|
 TU2486
 TU2486                          SUPERSEDED SURVEY CONTROL
 TU2486
 TU2486  NAD 83(1986)-  19 09 18.97978(N)    155 53 18.21187(W) AD(       ) 2
 TU2486  OLD HI      -  19 09 29.80900(N)    155 53 28.25400(W) AD(       ) 2
 TU2486
 TU2486.Superseded values are not recommended for survey control.
 TU2486.NGS no longer adjusts projects to the OLD HI datum.
 TU2486.See file dsdata.txt to determine how the superseded data were derived.
 TU2486
 TU2486_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9618020523(NAD 83)
 TU2486_MARKER: Z = SEE DESCRIPTION
 TU2486_SETTING: 66 = SET IN ROCK OUTCROP
 TU2486_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 TU2486_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2486
 TU2486  HISTORY     - Date     Condition        Report By
 TU2486  HISTORY     - 1948     MONUMENTED       CGS
 TU2486  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2486  HISTORY     - 1979     GOOD             NOS
 TU2486
 TU2486                          STATION DESCRIPTION
 TU2486
 TU2486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2486'THE STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.  A
 TU2486'STANDARD DISK STATION MARK WAS SET 0.0525 METERS FROM THE OLD
 TU2486'IRON BOLT AND TWO REFERENCE MARKS WERE ESTABLISHED.  A NEW
 TU2486'DESCRIPTION FOLLOWS--
 TU2486'
 TU2486'THE STATION IS LOCATED ON THE SUMMIT OF A LOW LAVA BUTTE ABOUT
 TU2486'3 MILES SOUTHEAST OF MILOLII, ABOUT 3 MILES NORTHEAST OF
 TU2486'KANEWAA POINT, ABOUT 2 MILES EAST OF HANAMALO POINT, ABOUT 2
 TU2486'MILES WEST OF THE ROAD WHICH RUNS BETWEEN KEALAKEKUA AND
 TU2486'WAIOHINU, ABOUT 150 YARDS NORTH OF A ROCK WALL WHICH MARKS THE
 TU2486'BOUNDARY BETWEEN THE OKOA AND KAPUA TRACTS AND ABOUT 100 YARDS
 TU2486'SOUTH OF A TRAIL WHICH LEADS TO OKOE BAY.
 TU2486'
 TU2486'TO REACH FROM THE POST OFFICE AT HONAUNAU.  GO SOUTH, ON THE
 TU2486'ROAD WHICH LEADS TOWARD WAIOHINU, FOR 15.8 MILES.  CROSS OVER
 TU2486'THE ALIKA LAVA FLOW AND CONTINUE SOUTH FOR 1.55 MILES TO THE
 TU2486'JUNCTION OF THE ROAD WHICH LEADS TO MILOLII.  CONTINUE SOUTH,
 TU2486'TOWARD WAIOHINU FOR 3.45 MILES.  TURN RIGHT, ONTO A DIRT ROAD, AND
 TU2486'GO WESTERLY FOR 0.1 MILE.  PASS THROUGH A POLE GATE AND
 TU2486'CONTINUE WESTWARD FOR 0.2 MILE.  PASS THROUGH A POLE GATE,
 TU2486'ENTER BARN YARD, TURN RIGHT AND GO ACROSS COUNTRY FOR 0.05 MILE.
 TU2486'PASS THROUGH A GATE, TURN LEFT AND FOLLOW ROCK LANE, WESTWARD,
 TU2486'FOR 0.15 MILE.  PASS THROUGH FIVE GATES IN A STONE
 TU2486'CORRAL AND CONTINUE WESTERLY FOR 0.05 MILE, PASS THROUGH A
 TU2486'GATE IN A FENCE CORNER AND CONTINUE WESTERLY FOR 0.5 MILE TO
 TU2486'THREE GATES IN A FENCE INTERSECTION AND THE END OF
 TU2486'TRUCK TRAVEL.  FROM THIS POINT PACK WESTERLY ALONG THE TRAIL
 TU2486'FOR ABOUT 0.2 MILE.  CROSS OVER TWO WIRE FENCES AND FOLLOW THE
 TU2486'TRAIL WESTERLY FOR ABOUT 0.5 MILE.  FROM THIS POINT LEAVE THE
 TU2486'TRAIL AND HEAD FOR THE LOW BUTTE WHICH LIES ABOUT 100 YARDS
 TU2486'SOUTH OF THE TRAIL.
 TU2486'
 TU2486'THE STATION IS A STANDARD DISK, STAMPED PUU NAHAHA RESET
 TU2486'1948, SET INTO A DRILL HOLE IN SOLID ROCK.
 TU2486'
 TU2486'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU
 TU2486'NAHAHA 1948, SET INTO A DRILL HOLE IN BEDROCK WHICH IS FLUSH
 TU2486'WITH THE SURROUNDING ROCK.  IT IS LOCATED ON A ROCK LEDGE ABOUT
 TU2486'1 FOOT LOWER THAN THE STATION.
 TU2486'
 TU2486'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PUU
 TU2486'NAHAHA 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2486'ABOUT 1 FOOT.  IT IS LOCATED 6 FEET SOUTH OF A ROCK LEDGE AND
 TU2486'IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2486
 TU2486                          STATION RECOVERY (1968)
 TU2486
 TU2486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2486'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2486'CONDITION, INCLUDING THE ORIGINAL IRON BOLT, WHICH CAN BE SEEN
 TU2486'JUST UNDER THE EDGE OF THE 1948 DISK.  A COMPLETE DESCRIPTION
 TU2486'FOLLOWS--
 TU2486'
 TU2486'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF MILOLII AND
 TU2486'1-1/2 MILES WEST-SOUTHWEST OF THE HONOMALINO AGRICULTURE
 TU2486'CO. OFFICE, AT ABOUT 768 FEET ELEVATION, ON THE SUMMIT OF A
 TU2486'LOW, BROKEN-UP, LAVA BUTTE, OR RIDGE ABOUT 150 YARDS LONG, AND
 TU2486'150 YARDS NORTH OF A STONE WALL.
 TU2486'
 TU2486'TO REACH STATION FROM THE HONOMALINO AGRICULTURE
 TU2486'CO. OFFICE, WHICH IS ABOUT 19.7 MILES SOUTH ON STATE HIGHWAY
 TU2486'FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON OLD MACADAM ROAD
 TU2486'FOR 0.2 MILE TO START OF MACADAMIA ORCHARDS ON BOTH SIDES OF
 TU2486'ROAD.  CONTINUE ON THE ROAD FOR 0.1 MILE.  TURN RIGHT ON DIM
 TU2486'TRACK ROAD AND GO DOWN THROUGH ORCHARD AND THEN THROUGH
 TU2486'PASTURE, FOR 1.2 MILES TO LOCKED METAL GATE.  (KEY WAS OBTAINED
 TU2486'AT THE HONOMALINO OFFICE).  PASS THROUGH GATE AND CONTINUE FOR
 TU2486'0.4 MILE TO T-JUNCTION.  TURN RIGHT AND GO 0.05 MILE TO WIRE
 TU2486'CORRAL.  GO INTO CORRAL ABOUT 75 FEET, THEN GO LEFT, THROUGH
 TU2486'METAL GATE, AND FOLLOW TRACK ROAD DOWN GRADE FOR 0.3 MILE TO END
 TU2486'OF TRUCK TRAVEL WHERE ROAD MAKES A 90 DEG LEFT TURN AT 800 FEET
 TU2486'ELEVATION.  PACK NORTHWEST ACROSS ROUGH LAVA AND PASTURE
 TU2486'AREA ABOUT 600 YARDS TO STATION.
 TU2486'
 TU2486'STATION MARK IS A STANDARD DISK STAMPED PUU NAHAHA RESET
 TU2486'1948, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 TU2486'GROUND.  IT IS ON A 25-FOOT DIAMETER, FLAT-TOPPED, ROCKY POINT
 TU2486'THAT RISES ABOUT 25 FEET ABOVE THE SURROUNDING AREA.
 TU2486'
 TU2486'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU
 TU2486'NAHAHA 1948, CEMENTED IN A DRILL HOLE IN FLAT BEDROCK ABOUT
 TU2486'20 INCHES SOUTHWEST FROM EDGE OF CLIFF, AND AT SAME ELEVATION
 TU2486'AS STATION MARK.
 TU2486'
 TU2486'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU
 TU2486'HAHAHA 1948, CEMENTED IN A DRILL HOLE IN A 16-INCH BEDROCK
 TU2486'OUTCROP THAT PROJECTS 8 INCHES ABOVE GROUND, AND IS 0.1
 TU2486'FOOT HIGHER THAN STATION MARK.
 TU2486
 TU2486                          STATION RECOVERY (1979)
 TU2486
 TU2486'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2486'THE STATION WAS RECOVERED IN GOOD CONDITION. A NEW REFERENCE
 TU2486'MARK WAS SET FOR USE WITH A RAYDIST TOWER. THE NEW MARK IS
 TU2486'A STD. NOS DISK STAMPED---PUU NAHAHA 2 1948 RM 3 1979---,
 TU2486'AND SET IN A SMALL HOLE CUT IN THE ROCK AND SURROUNDED BY
 TU2486'CONCRETE. THE TO REACH IS ESSENTIALLY THE SAME, BUT THE
 TU2486'HONOMALINO AGRICULTURE CO. IS NOW MAC FARMS OF HAWAII. JUST
 TU2486'BEFORE MILEPOST 86 TAKE A RIGHT ONTO A SMALL ROAD AND GO
 TU2486'0.2 MILE TO A SHARP U-TURN TO THE RIGHT ONTO A JEEP TRAIL
 TU2486'IMMEDIATELY BEFORE THE MAC FARMS OF HAWAII GARAGE AND TOOL
 TU2486'SHED. CONTINUE ON JEEP TRAIL THROUGH A LOCKED GATE(BELONGING
 TU2486'TO DILLINGHAM INVESTMENT CORP. OF CAPTAIN COOK) AND PAST A
 TU2486'LARGE BARN ON THE LEFT. FROM HERE THE ROAD FOLLOWS THE 1968
 TU2486'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3209 ***********************************************************************
 TU3209  DESIGNATION -  PUU NENE
 TU3209  PID         -  TU3209
 TU3209  STATE/COUNTY-  HI/MAUI
 TU3209  USGS QUAD   -  
 TU3209
 TU3209                         *CURRENT SURVEY CONTROL
 TU3209  ___________________________________________________________________
 TU3209* NAD 83(1993)-  20 48 55.32769(N)    156 49 56.55267(W)     ADJUSTED  
 TU3209* LOCAL TIDAL -       366.8    (meters)    1203.     (feet)  VERT ANG  
 TU3209  ___________________________________________________________________
 TU3209  EPOCH DATE  -        1993.62
 TU3209  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 TU3209  GEOID HEIGHT-          16.28  (meters)                     GEOID03
 TU3209
 TU3209  HORZ ORDER  -  SECOND
 TU3209
 TU3209.The horizontal coordinates were established by classical geodetic methods
 TU3209.and adjusted by the National Geodetic Survey in December 1998..
 TU3209.The horizontal coordinates are valid at the epoch date displayed above.
 TU3209.The epoch date for horizontal control is a decimal equivalence
 TU3209.of Year/Month/Day.
 TU3209
 TU3209.The orthometric height was determined by vertical angle observations.
 TU3209
 TU3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3209
 TU3209.The geoid height was determined by GEOID03.
 TU3209
 TU3209;                    North         East     Units Scale Factor Converg.
 TU3209;SPC HI 2     -    53,373.978   482,750.620   MT  0.99997034   -0 03 32.0
 TU3209;UTM  04      - 2,303,231.167   725,594.986   MT  1.00022899   +0 46 14.2
 TU3209
 TU3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3209!SPC HI 2     -   0.99993979  x   0.99997034  =   0.99991013
 TU3209!UTM  04      -   0.99993979  x   1.00022899  =   1.00016877
 TU3209
 TU3209:                Primary Azimuth Mark                     Grid Az
 TU3209:SPC HI 2     -  KAHEA                                    031 39 42.2
 TU3209:UTM  04      -  KAHEA                                    030 49 56.0
 TU3209
 TU3209|---------------------------------------------------------------------|
 TU3209| PID    Reference Object                     Distance      Geod. Az  |
 TU3209|                                                           dddmmss.s |
 TU3209| TU3201 KAHEA                               APPROX. 2.8 KM 0313610.2 |
 TU3209| CN6097 PUU NENE RM 1                         2.902 METERS 07123     |
 TU3209| CN6098 PUU NENE RM 2                         1.961 METERS 17349     |
 TU3209|---------------------------------------------------------------------|
 TU3209
 TU3209                          SUPERSEDED SURVEY CONTROL
 TU3209
 TU3209  NAD 83(1986)-  20 48 55.28351(N)    156 49 56.51402(W) AD(       ) 2
 TU3209  OLD HI      -  20 49 06.63800(N)    156 50 06.60200(W) AD(       ) 2
 TU3209
 TU3209.Superseded values are not recommended for survey control.
 TU3209.NGS no longer adjusts projects to the OLD HI datum.
 TU3209.See file dsdata.txt to determine how the superseded data were derived.
 TU3209
 TU3209_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2559503231(NAD 83)
 TU3209_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3209_SETTING: 66 = SET IN ROCK OUTCROP
 TU3209
 TU3209  HISTORY     - Date     Condition        Report By
 TU3209  HISTORY     - 1962     MONUMENTED       CGS
 TU3209
 TU3209                          STATION DESCRIPTION
 TU3209
 TU3209'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3209'STATION IS LOCATED ABOUT 5-1/2 MILES AIRLINE EAST OF LANAI CITY
 TU3209'AND 1-3/4 MILES SOUTHWEST OF THE OLD HALEPALAOA WHARF, ON THE
 TU3209'EAST END OF PUU NENE FLAT.  IT IS ON A BOULDER-COVERED SHOULDER
 TU3209'WHERE THE HILL DROPS OFF RATHER STEEPLY TO THE EAST, AND IS AT
 TU3209'ABOUT 1200 FEET ELEVATION.
 TU3209'
 TU3209'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO
 TU3209'NORTHERLY ON HIGHWAY 44 FOR 8.6 MILES TO END OF PAVED
 TU3209'ROAD.  CONTINUE AHEAD ON DIRT ROAD, HIGHWAY 44, FOR 6.5 MILES TO
 TU3209'OLD KEOMUKU VILLAGE.  CONTINUE AHEAD FOR 1.0 MILE TO FORK.  TAKE
 TU3209'LEFT FORK AND CONTINUE ALONG SHORELINE FOR 0.65 MILE TO POINT
 TU3209'WHERE ROAD JOGS RIGHT, AT OLD WELL AND COCONUT TREES ON RIGHT,
 TU3209'THEN JOGS LEFT AGAIN.  CONTINUE SOUTHEASTERLY ON THE ROAD FOR
 TU3209'0.3 MILE TO VERY DIM SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW OLD
 TU3209'BADLY WASHED-OUT TRACK ROAD SOUTHWEST UP RIDGE FOR 1.9
 TU3209'MILES SUMMIT OF EAST END OF PUU NENE FLAT.  BEAR LEFT ALONG
 TU3209'SHOULDER OF FLAT FOR 0.05 MILE TO STATION.
 TU3209'
 TU3209'STATION MARK IS A STANDARD DISK STAMPED PUU NENE 1962, CEMENTED
 TU3209'IN A DRILL HOLE IN THE CENTER OF AN 8-FOOT-DIAMETER, FLAT BOULDER
 TU3209'THAT PROJECTS ABOUT 2-1/2 FEET ABOVE GROUND.  IT IS 50 YARDS NORTH
 TU3209'OF A FENCE LINE, 12 FEET EAST OF A BARE, ERODED STRIP, AND 7.0
 TU3209'FEET EAST-NORTHEAST OF A WHITE WITNESS POST.
 TU3209'
 TU3209'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU NENE NO
 TU3209'1 1962, CEMENTED IN A DRILL HOLE IN A HUGE, ROUGH, LAVA BOULDER
 TU3209'ABOUT 8 X 14 FEET IN SIZE.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 TU3209'STATION.
 TU3209'
 TU3209'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU NENE NO
 TU3209'2 1962, CEMENTED IN A DRILL HOLE IN A 4-FOOT-DIAMETER BEDROCK
 TU3209'OUTCROP THAT PROJECTS ABOUT 2-1/2 FEET ABOVE GROUND.  IT IS 6
 TU3209'FEET EAST OF THE WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE
 TU3209'STATION.
 TU3209'
 TU3209'NOTE--A SMALL JEEP IS THE ONLY VEHICLE THAT CAN BE DRIVEN UP THE
 TU3209'WASHED-OUT TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3044 ***********************************************************************
 TU3044  DESIGNATION -  PUU NENE 1912
 TU3044  PID         -  TU3044
 TU3044  STATE/COUNTY-  HI/MAUI
 TU3044  USGS QUAD   -  PAIA (1997)
 TU3044
 TU3044                         *CURRENT SURVEY CONTROL
 TU3044  ___________________________________________________________________
 TU3044* NAD 83(1993)-  20 53 55.14164(N)    156 23 46.23029(W)     ADJUSTED  
 TU3044* LOCAL TIDAL -        55.     (meters)     180.     (feet)  SCALED    
 TU3044  ___________________________________________________________________
 TU3044  EPOCH DATE  -        1993.62
 TU3044  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 TU3044  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU3044
 TU3044  HORZ ORDER  -  THIRD
 TU3044
 TU3044.The horizontal coordinates were established by classical geodetic methods
 TU3044.and adjusted by the National Geodetic Survey in December 1998..
 TU3044.The horizontal coordinates are valid at the epoch date displayed above.
 TU3044.The epoch date for horizontal control is a decimal equivalence
 TU3044.of Year/Month/Day.
 TU3044
 TU3044.The orthometric height was scaled from a topographic map.
 TU3044
 TU3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3044
 TU3044.The geoid height was determined by GEOID03.
 TU3044
 TU3044;                    North         East     Units Scale Factor Converg.
 TU3044;SPC HI 2     -    62,609.045   528,141.200   MT  0.99997645   +0 05 47.4
 TU3044;UTM  04      - 2,313,127.628   770,864.673   MT  1.00050678   +0 55 45.8
 TU3044
 TU3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3044!SPC HI 2     -   0.99998891  x   0.99997645  =   0.99996536
 TU3044!UTM  04      -   0.99998891  x   1.00050678  =   1.00049568
 TU3044
 TU3044                          SUPERSEDED SURVEY CONTROL
 TU3044
 TU3044  NAD 83(1986)-  20 53 55.10021(N)    156 23 46.22108(W) AD(       ) 3
 TU3044  OLD HI      -  20 54 06.65700(N)    156 23 56.36900(W) AD(       ) 3
 TU3044
 TU3044.Superseded values are not recommended for survey control.
 TU3044.NGS no longer adjusts projects to the OLD HI datum.
 TU3044.See file dsdata.txt to determine how the superseded data were derived.
 TU3044
 TU3044_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7086513128(NAD 83)
 TU3044_MARKER: Z = SEE DESCRIPTION
 TU3044_SETTING: 0 = UNSPECIFIED SETTING
 TU3044
 TU3044  HISTORY     - Date     Condition        Report By
 TU3044  HISTORY     - 1912     MONUMENTED       HIGS
 TU3044  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3044  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3044  HISTORY     - 1943     SEE DESCRIPTION  CGS
 TU3044  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3044  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU3044
 TU3044                          STATION DESCRIPTION
 TU3044
 TU3044'DESCRIBED BY HAWAII GEODETIC SURVEY 1912 (JCG)
 TU3044'NEAR THE NORTH COAST OF MAUI IN WAILUKU DISTRICT, ON THE SUMMIT OF
 TU3044'PUU NENE HILL LYING NORTH OF THE ROAD FROM WAILUKU TO
 TU3044'MAKAWAO.  TERRITORIAL RECORDS GAVE THE STATION MARK AS A GRANITE
 TU3044'POST, BUT IN 1912 THE MARK RECOVERED WAS A 4 BY 4 INCH REDWOOD
 TU3044'POST.  IT WAS REPLACED WITH A DRAINTILE SET FLANGE DOWN IN A
 TU3044'BLOCK OF CONCRETE WITH ITS TOP PROJECTING ABOUT 1 INCH ABOVE THE
 TU3044'SURFACE.  THE PIPE WAS FILLED WITH CONCRETE AND CENTER
 TU3044'MARKED BY STANDARD BRONZE DISK STATION MARK.
 TU3044
 TU3044                          STATION RECOVERY (1929)
 TU3044
 TU3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3044'FOUND AS DESCRIBED.
 TU3044'
 TU3044'THERE IS AN ORIENTAL CEMETERY ABOUT THE SIDES OF THE HILL, PUU
 TU3044'NENE, ON WHICH THE STATION IS LOCATED.
 TU3044
 TU3044                          STATION RECOVERY (1929)
 TU3044
 TU3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (VSS)
 TU3044'ORIGINAL DESCRIPTION AND MARK NOT CHANGED.  TYPE A HAWAII
 TU3044'TERRITORY SURVEY TRIANGULATION STATION MONUMENT BUILT OVER MARK
 TU3044'FOUND.
 TU3044
 TU3044                          STATION RECOVERY (1943)
 TU3044
 TU3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KM)
 TU3044'RECORD DESCRIPTION IS ADEQUATE FOR THIS STATION.  THE TERRITORY OF
 TU3044'HAWAII HAS, IN RECENT YEARS, ERECTED AN OBSERVING PLATFORM
 TU3044'APPROXIMATELY 18 INCHES HIGH, OF CONCRETE AND MASONRY, OVER THE
 TU3044'STATION MARKER, AND ERECTED A PERMANENT TARGET THEREON.  THIS
 TU3044'STATION IS BEING ENCROACHED UPON BY EXCAVATION FOR BORROW,
 TU3044'HOWEVER, AND WILL PROBABLY BE DISTURBED IN POSITION OR
 TU3044'COMPLETELY DESTROYED IN 1943.  STATION PUU NENE 2 WAS
 TU3044'ESTABLISHED 175.97 FEET, AZIMUTH ZERO, FROM THE ORIGINAL
 TU3044'STATION IN THIS SURVEY, AT A POINT WHICH WILL PROBABLY BE NEAR
 TU3044'THE HIGHEST POINT OF THE REMAINING CINDER CONE AFTER
 TU3044'EXCAVATION IS COMPLETED.
 TU3044
 TU3044                          STATION RECOVERY (1950)
 TU3044
 TU3044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3044'THE ORIGINAL STATION HAS BEEN DESTROYED DUE TO THE REMOVAL OF MOST
 TU3044'OF THE HILL TO PROVIDE CINDERS FOR AIRPORT CONSTRUCTION.  A SMALL
 TU3044'SPIRE WAS LEFT STANDING AND A NEW STATION, STAMPED PUU NENE 2 1949,
 TU3044'WAS ESTABLISHED IN THIS POSITION.
 TU3044
 TU3044                          STATION RECOVERY (1999)
 TU3044
 TU3044'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3043 ***********************************************************************
 TU3043  DESIGNATION -  PUU NENE 2
 TU3043  PID         -  TU3043
 TU3043  STATE/COUNTY-  HI/MAUI
 TU3043  USGS QUAD   -  PAIA (1997)
 TU3043
 TU3043                         *CURRENT SURVEY CONTROL
 TU3043  ___________________________________________________________________
 TU3043* NAD 83(1993)-  20 53 55.04737(N)    156 23 45.96751(W)     ADJUSTED  
 TU3043* LOCAL TIDAL -        55.0    (meters)     180.     (feet)  VERT ANG  
 TU3043  ___________________________________________________________________
 TU3043  EPOCH DATE  -        1993.62
 TU3043  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 TU3043  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU3043
 TU3043  HORZ ORDER  -  FIRST
 TU3043
 TU3043.The horizontal coordinates were established by classical geodetic methods
 TU3043.and adjusted by the National Geodetic Survey in December 1998..
 TU3043.The horizontal coordinates are valid at the epoch date displayed above.
 TU3043.The epoch date for horizontal control is a decimal equivalence
 TU3043.of Year/Month/Day.
 TU3043
 TU3043.The orthometric height was determined by vertical angle observations.
 TU3043
 TU3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3043
 TU3043.The geoid height was determined by GEOID03.
 TU3043
 TU3043;                    North         East     Units Scale Factor Converg.
 TU3043;SPC HI 2     -    62,606.158   528,148.799   MT  0.99997645   +0 05 47.5
 TU3043;UTM  04      - 2,313,124.851   770,872.317   MT  1.00050683   +0 55 45.9
 TU3043
 TU3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3043!SPC HI 2     -   0.99998891  x   0.99997645  =   0.99996536
 TU3043!UTM  04      -   0.99998891  x   1.00050683  =   1.00049573
 TU3043
 TU3043:                Primary Azimuth Mark                     Grid Az
 TU3043:SPC HI 2     -  PAIA PUMPING PLANT STACK                 044 56 36.0
 TU3043:UTM  04      -  PAIA PUMPING PLANT STACK                 044 06 37.6
 TU3043
 TU3043|---------------------------------------------------------------------|
 TU3043| PID    Reference Object                     Distance      Geod. Az  |
 TU3043|                                                           dddmmss.s |
 TU3043| TU3000 PAIA PUMPING PLANT STACK            APPROX. 1.8 KM 0450223.5 |
 TU3043| TU2999 PAIA SUGAR MILL STACK               APPROX. 2.3 KM 0672541.0 |
 TU3043| CN6100 PUU NENE 2 RM 1                       2.744 METERS 11424     |
 TU3043| CN6101 PUU NENE 2 RM 2                       2.740 METERS 20505     |
 TU3043| CN6099 PUU NENE 2 AZ MK                                   2724545.4 |
 TU3043|---------------------------------------------------------------------|
 TU3043
 TU3043                          SUPERSEDED SURVEY CONTROL
 TU3043
 TU3043  NAD 83(1986)-  20 53 55.00574(N)    156 23 45.95882(W) AD(       ) 1
 TU3043  OLD HI      -  20 54 06.56200(N)    156 23 56.10400(W) AD(       ) 1
 TU3043
 TU3043.Superseded values are not recommended for survey control.
 TU3043.NGS no longer adjusts projects to the OLD HI datum.
 TU3043.See file dsdata.txt to determine how the superseded data were derived.
 TU3043
 TU3043_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7087213125(NAD 83)
 TU3043_MARKER: Z = SEE DESCRIPTION
 TU3043_SETTING: 0 = UNSPECIFIED SETTING
 TU3043
 TU3043  HISTORY     - Date     Condition        Report By
 TU3043  HISTORY     - 1950     MONUMENTED       CGS
 TU3043  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU3043  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3043  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3043
 TU3043                          STATION DESCRIPTION
 TU3043
 TU3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3043'THE ORIGINAL STATION HAS BEEN LOST DUE TO THE REMOVAL OF MOST
 TU3043'OF THE HILL TO PROVIDE CINDERS FOR AIRPORT CONSTRUCTION.  A
 TU3043'SMALL SPIRE WAS LEFT STANDING AND THE NEW STATION WAS ESTABLISHED
 TU3043'IN THIS POSITION.  A NEW DESCRIPTION FOLLOWS.
 TU3043'
 TU3043'THE STATION IS LOCATED ON THE SUMMIT OF A LOW KNOLL, NAMED
 TU3043'PUU NENE, WHICH LIES ABOUT 5 MILES EAST OF KAHULUI, ABOUT 1.5
 TU3043'MILES SOUTHEAST OF SPRECKELSVILLE, ABOUT 1.5 MILES WEST SOUTHWEST
 TU3043'OF PAIA AND ABOUT 0.3 MILE NORTH OF A RESERVOIR.
 TU3043'
 TU3043'TO REACH THE STATION FROM THE POST OFFICE AT KAHULUI.  GO
 TU3043'SOUTHEAST AND NORTH, ON THE ROAD TOWARD PAIA, FOR 3.8 MILES.  TURN
 TU3043'RIGHT AND GO EAST FOR 0.6 MILE.  (TURN LEFT AND GO 0.4 MILE
 TU3043'NORTH TO REACH THE AZIMUTH MARK) CONTINUE STRAIGHT AHEAD, ON
 TU3043'A GRADED ROAD, FOR 0.3 MILE.  TAKE THE LEFT HAND FORK AND
 TU3043'CONTINUE EASTERLY FOR 0.75 MILE.  TURN LEFT AND GO NORTH FOR
 TU3043'ABOUT 150 YARDS TO THE HIGH POINT OF THE HILL AND THE STATION.
 TU3043'
 TU3043'THE STATION IS A STANDARD DISK, STAMPED PUU NENE 2 1949, SET
 TU3043'IN THE TOP AND CENTER OF A 4 INCH IRON PIPE WHICH PROJECTS
 TU3043'ABOUT 2 FEET.  THIS PIPE IS SURROUNDED BY A 30 GALLON DRUM
 TU3043'FILLED WITH CONCRETE.
 TU3043'
 TU3043'NO REFERENCE MARKS WERE SET AT THIS STATION.
 TU3043'
 TU3043'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BRONZE DISK,
 TU3043'STAMPED 49, SET INTO A DRILL HOLE IN THE NORTHEAST ABUTMENT
 TU3043'OF A CONCRETE BRIDGE OVER RAILROAD TRACKS.  IT IS LOCATED
 TU3043'ABOUT 1.1 MILES WEST OF THE STATION, ABOUT 200 FEET SOUTH OF
 TU3043'THE SPRECKELSVILLE THEATRE AND 12 FEET EAST OF THE CENTERLINE OF
 TU3043'THE CONCRETE BRIDGE.
 TU3043
 TU3043                          STATION RECOVERY (1958)
 TU3043
 TU3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU3043'THE STATION WAS RECOVERED AS DESCRIBED IN 1950.  MARK WAS IN
 TU3043'GOOD CONDITION.
 TU3043'
 TU3043'TO REACH FROM THE P.O. IN KAHULUI GO 4.2 MILES IN A SOUTHEAST
 TU3043'AND NORTH DIRECTION ON THE HALEAKALA-HANA HIGHWAY.  TURN RIGHT
 TU3043'AND GO 1.9 MILES STRAIGHT AHEAD ON THE SUNNYSIDE ROAD.  TURN
 TU3043'LEFT AND GO NORTH FOR ABOUT 150 YARDS TO THE HIGH POINT OF THE
 TU3043'HILL AND THE STATION.
 TU3043
 TU3043                          STATION RECOVERY (1960)
 TU3043
 TU3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3043'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS A POLE
 TU3043'SIGNAL OVER THE MARK.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 TU3043
 TU3043                          STATION RECOVERY (1968)
 TU3043
 TU3043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3043'STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION,
 TU3043'HOWEVER THE AZIMUTH MARK IS NOW BLOCKED BY TREES.  TWO REFERENCE
 TU3043'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3043'
 TU3043'STATION IS LOCATED ABOUT 4-1/2 MILES EAST OF KAHULUI, AND 1-1/2
 TU3043'MILES WEST-SOUTHWEST OF THE PAIA SUGAR MILL, ON A SMALL,
 TU3043'STEEP-SIDED, BROWN ROCK KNOLL OF ABOUT 180 FEET ELEVATION, WHICH IS
 TU3043'THE ONLY REMAINING HIGH POINT AT AN OLD CINDER QUARRY.  IT IS
 TU3043'ABOUT 50 YARDS SOUTHWEST OF A RUBBISH DUMP AND IS NEAR THE POINT
 TU3043'AT WHICH STATION PUU NENE 1912 WAS LOCATED.
 TU3043'
 TU3043'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 32 AND 35
 TU3043'IN KAHULUI, GO EAST ON STATE HIGHWAY 32 AND 36 FOR 3.3 MILES TO
 TU3043'JUNCTION WITH STATE HIGHWAY 37 (HALEAKALA HIGHWAY).  CONTINUE AHEAD
 TU3043'FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 1.75
 TU3043'MILES TO SIDE ROAD LEFT.  GO LEFT 0.05 MILE TO T-JUNCTION AT
 TU3043'QUARRY, THEN BEAR LEFT ALONG LEFT SIDE OF QUARRY FOR 0.1 MILE TO
 TU3043'END OF TRUCK TRAVEL.  FROM HERE PACK EAST ABOUT 100 YARDS
 TU3043'TO STATION.
 TU3043'
 TU3043'STATION MARK IS A STANDARD DISK STAMPED PUU NENE 2 1950, SET IN
 TU3043'THE TOP OF A 4-INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTING
 TU3043'7 INCHES FROM THE TOP OF A 20-INCH-DIAMETER, CONCRETE-FILLED,
 TU3043'METAL CYLINDER (SECTION OF OLD 30-GAL. DRUM) PROJECTING 16
 TU3043'INCHES ABOVE GROUND.
 TU3043'
 TU3043'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU NENE
 TU3043'2 1950 NO 1 1968, CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING
 TU3043'6 INCHES ABOVE GROUND, AND IS ABOUT 4 FEET LOWER THAN STATION MARK.
 TU3043'
 TU3043'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU NENE
 TU3043'2 1950 NO 2 1968, CEMENTED IN A DRILL HOLE IN SLOPING BEDROCK,
 TU3043'AND IS ABOUT 4-1/2 FEET LOWER THAN STATION MARK.
 TU3043'
 TU3043'AZIMUTH MARK (BM 49 USGS 1950) IS A U.S. GEOLOGICAL SURVEY DISK,
 TU3043'STAMPED 49, CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 TU3043'RETAINING WALL FLUSH WITH GROUND ON NORTH SIDE AND EXTENDING
 TU3043'UP ABOUT 20 FEET FROM THE FLOOR OF OLD RAILROAD RAVINE.  IT IS ON
 TU3043'EAST SIDE OF MACADAM ROAD, 180 FEET SOUTH OF A WALK LEADING IN TO
 TU3043'OLD THEATER, 13 FEET EAST OF CENTER LINE OF ROAD, 1 FOOT EAST OF
 TU3043'BASE OF GUARD-RAIL OF OLD CONCRETE BRIDGE THAT SPANS OLD
 TU3043'RAILROAD BED, AND IS AT THE BREAK IN THE GUARD RAIL WHERE THE
 TU3043'WING RUNS NORTHEAST.  TO REACH THE MARK FROM THE POST OFFICE
 TU3043'AT SPRECKELSVILLE, GO SOUTH ON MAIN ROAD FOR 0.3
 TU3043'MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3001 ***********************************************************************
 TU3001  DESIGNATION -  PUU NENE 2 1943
 TU3001  PID         -  TU3001
 TU3001  STATE/COUNTY-  HI/MAUI
 TU3001  USGS QUAD   -  PAIA (1997)
 TU3001
 TU3001                         *CURRENT SURVEY CONTROL
 TU3001  ___________________________________________________________________
 TU3001* NAD 83(1993)-  20 53 53.39778(N)    156 23 46.23044(W)     ADJUSTED  
 TU3001* LOCAL TIDAL -        40.     (meters)     131.     (feet)  SCALED    
 TU3001  ___________________________________________________________________
 TU3001  EPOCH DATE  -        1993.62
 TU3001  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 TU3001  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU3001
 TU3001  HORZ ORDER  -  THIRD
 TU3001
 TU3001.The horizontal coordinates were established by classical geodetic methods
 TU3001.and adjusted by the National Geodetic Survey in December 1998..
 TU3001.No horizontal observational check was made to the station.
 TU3001.The horizontal coordinates are valid at the epoch date displayed above.
 TU3001.The epoch date for horizontal control is a decimal equivalence
 TU3001.of Year/Month/Day.
 TU3001
 TU3001.The orthometric height was scaled from a topographic map.
 TU3001
 TU3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3001
 TU3001.The geoid height was determined by GEOID03.
 TU3001
 TU3001;                    North         East     Units Scale Factor Converg.
 TU3001;SPC HI 2     -    62,555.415   528,141.286   MT  0.99997645   +0 05 47.4
 TU3001;UTM  04      - 2,313,073.977   770,865.539   MT  1.00050679   +0 55 45.7
 TU3001
 TU3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3001!SPC HI 2     -   0.99999127  x   0.99997645  =   0.99996772
 TU3001!UTM  04      -   0.99999127  x   1.00050679  =   1.00049805
 TU3001
 TU3001:                Primary Azimuth Mark                     Grid Az
 TU3001:SPC HI 2     -  MAUI NORTH BASE                          268 13 04.0
 TU3001:UTM  04      -  MAUI NORTH BASE                          267 23 05.7
 TU3001
 TU3001|---------------------------------------------------------------------|
 TU3001| PID    Reference Object                     Distance      Geod. Az  |
 TU3001|                                                           dddmmss.s |
 TU3001| TU0225 MAUI NORTH BASE                     APPROX. 5.3 KM 2681851.4 |
 TU3001|---------------------------------------------------------------------|
 TU3001
 TU3001                          SUPERSEDED SURVEY CONTROL
 TU3001
 TU3001  NAD 83(1986)-  20 53 53.35639(N)    156 23 46.22122(W) AD(       ) 3
 TU3001  OLD HI      -  20 54 04.91300(N)    156 23 56.36900(W) AD(       ) 3
 TU3001
 TU3001.Superseded values are not recommended for survey control.
 TU3001.NGS no longer adjusts projects to the OLD HI datum.
 TU3001.See file dsdata.txt to determine how the superseded data were derived.
 TU3001
 TU3001_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7086613074(NAD 83)
 TU3001_MARKER: Z = SEE DESCRIPTION
 TU3001_SETTING: 0 = UNSPECIFIED SETTING
 TU3001
 TU3001  HISTORY     - Date     Condition        Report By
 TU3001  HISTORY     - 1943     MONUMENTED       CGS
 TU3001
 TU3001                          STATION DESCRIPTION
 TU3001
 TU3001'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 TU3001'LETTER OF HOLMES AND NARVER, P. O. BOX 301, KAHULUI, T.H., DATED
 TU3001'2/24/43--
 TU3001'
 TU3001'IT WILL BE NOTED THAT FROM THE ORIGINAL STATION A STANDARD BRASS
 TU3001'STATION MARKER WAS SET OFF ON AN AZIMUTH OF ZERO.  INITIAL POINTING
 TU3001'WAS ON MAUI NORTH BASE, AND THE PUBLISHED AZIMUTH PUU NENE - NORTH
 TU3001'BASE WAS ACCEPTED DISTANCE BETWEEN THE ORIGINAL STATION AND THE
 TU3001'NEW STATION WAS CAREFULLY MEASURED WITH STANDARD STEEL TAPE,
 TU3001'COMPENSATED FOR TEMPERATURE, TENSION AND SLOPE, AND FOUND TO BE
 TU3001'175.97 FEET.  THE STATION MARKER WAS STAMPED PUU NENE 2, 1943
 TU3001'AND REFERENCE MARKS, BRONZE DISCS, ESTABLISHED AS FOLLOWS--
 TU3001'
 TU3001'R. M. NO. 1.  ON RANGE WITH STATION HAIKU, AZIMUTH 250 DEG
 TU3001'15 MIN 43 SEC AND 56.73 FEET DISTANT.
 TU3001'
 TU3001'R.M. NO. 2.  AZIMUTH ZERO, AND STAMPED AZ MARK, DISTANCE 2,080
 TU3001'FEET.
 TU3001'
 TU3001'THE NEW STATION WAS PLACED ON THE SOUTH SLOPE OF PUU NENE
 TU3001'HILL, AT A POINT ESTIMATED TO BE NEAR THE HIGHEST POINT OF THE
 TU3001'HILL AFTER EXCAVATION IS COMPLETED.  STATION IS 10 FEET INSIDE
 TU3001'THE BOUNDARY FENCE OF A JAPANESE CEMETERY, 30 FEET EAST OF THE
 TU3001'NORTHWEST CORNER OF SAID FENCE, AND CONSISTS OF A BRONZE DISC SET
 TU3001'6 IN ABOVE THE GROUND IN CONCRETE FOUR FEET DEEP.  IT WILL SEE
 TU3001'ALL STATIONS USED IN THE ORIGINAL NET.
 TU3001'
 TU3001'PUU NENE WILL BE DESTROYED BY EXCAVATION FOR NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2987 ***********************************************************************
 TU2987  DESIGNATION -  PUU NENE AIRPORT BEACON
 TU2987  PID         -  TU2987
 TU2987  STATE/COUNTY-  HI/MAUI
 TU2987  USGS QUAD   -  MAALAEA (1996)
 TU2987
 TU2987                         *CURRENT SURVEY CONTROL
 TU2987  ___________________________________________________________________
 TU2987* NAD 83(1993)-  20 49 14.90204(N)    156 27 34.82693(W)     ADJUSTED  
 TU2987* LOCAL TIDAL -                                                        
 TU2987  ___________________________________________________________________
 TU2987  EPOCH DATE  -        1993.62
 TU2987  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 TU2987  GEOID HEIGHT-          16.32  (meters)                     GEOID03
 TU2987
 TU2987  HORZ ORDER  -  THIRD
 TU2987
 TU2987.The horizontal coordinates were established by classical geodetic methods
 TU2987.and adjusted by the National Geodetic Survey in December 1998..
 TU2987.The horizontal coordinates are valid at the epoch date displayed above.
 TU2987.The epoch date for horizontal control is a decimal equivalence
 TU2987.of Year/Month/Day.
 TU2987
 TU2987
 TU2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2987
 TU2987.The geoid height was determined by GEOID03.
 TU2987
 TU2987;                    North         East     Units Scale Factor Converg.
 TU2987;SPC HI 2     -    53,980.919   521,545.994   MT  0.99997240   +0 04 24.9
 TU2987;UTM  04      - 2,304,400.255   764,392.051   MT  1.00046397   +0 54 12.5
 TU2987
 TU2987                          SUPERSEDED SURVEY CONTROL
 TU2987
 TU2987  NAD 83(1986)-  20 49 14.86502(N)    156 27 34.81464(W) AD(       ) 4
 TU2987  OLD HI      -  20 49 26.39600(N)    156 27 44.96700(W) AD(       ) 3
 TU2987
 TU2987.Superseded values are not recommended for survey control.
 TU2987.NGS no longer adjusts projects to the OLD HI datum.
 TU2987.See file dsdata.txt to determine how the superseded data were derived.
 TU2987
 TU2987_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6439204400(NAD 83)
 TU2987
 TU2987  HISTORY     - Date     Condition        Report By
 TU2987  HISTORY     - 1950     MONUMENTED       CGS
 TU2987  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2987
 TU2987                          STATION DESCRIPTION
 TU2987
 TU2987'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2987'THE STATION IS THE CENTER OF THE ROTATING AIRPORT BEACON AT
 TU2987'THE PUUNENE AIRPORT.
 TU2987'
 TU2987'THE BEACON FLASHES WHITE AND GREEN AND IS MOUNTED ON A POLE
 TU2987'TRIPOD WHICH IS 60.7 FEET IN HEIGHT.
 TU2987'
 TU2987'IT IS LOCATED ON THE EASTERLY SIDE OF THE RUNWAYS ABOUT 200
 TU2987'FEET NORTHEAST OF THE CONTROL TOWER.
 TU2987'
 TU2987'THIS AIRPORT WILL SOON BE ABANDONED.
 TU2987
 TU2987                          STATION RECOVERY (1961)
 TU2987
 TU2987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2987'THE STATION WAS RECOVERED.  THE AIRPORT HAS BEEN ABANDONED AND
 TU2987'THE BUILDINGS HAVE BEEN TORN DOWN.  THE LIGHT HAS BEEN REMOVED
 TU2987'FROM THE POLE STRUCTURE BUT THE TOWER AND THE BASE STRUCTURE
 TU2987'OF THE LIGHT MOUNTING ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2978 ***********************************************************************
 TU2978  DESIGNATION -  PUU NENE MILL CUPOLA
 TU2978  PID         -  TU2978
 TU2978  STATE/COUNTY-  HI/MAUI
 TU2978  USGS QUAD   -  PAIA (1997)
 TU2978
 TU2978                         *CURRENT SURVEY CONTROL
 TU2978  ___________________________________________________________________
 TU2978* NAD 83(1993)-  20 52 03.34525(N)    156 27 10.49556(W)     ADJUSTED  
 TU2978* LOCAL TIDAL -                                                        
 TU2978  ___________________________________________________________________
 TU2978  EPOCH DATE  -        1993.62
 TU2978  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 TU2978  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU2978
 TU2978  HORZ ORDER  -  THIRD
 TU2978
 TU2978.The horizontal coordinates were established by classical geodetic methods
 TU2978.and adjusted by the National Geodetic Survey in December 1998..
 TU2978.The horizontal coordinates are valid at the epoch date displayed above.
 TU2978.The epoch date for horizontal control is a decimal equivalence
 TU2978.of Year/Month/Day.
 TU2978
 TU2978
 TU2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2978
 TU2978.The geoid height was determined by GEOID03.
 TU2978
 TU2978;                    North         East     Units Scale Factor Converg.
 TU2978;SPC HI 2     -    59,162.022   522,242.639   MT  0.99997278   +0 04 34.1
 TU2978;UTM  04      - 2,309,593.476   765,013.806   MT  1.00046803   +0 54 28.2
 TU2978
 TU2978                          SUPERSEDED SURVEY CONTROL
 TU2978
 TU2978  NAD 83(1986)-  20 52 03.30627(N)    156 27 10.48289(W) AD(       ) 4
 TU2978  OLD HI      -  20 52 14.79800(N)    156 27 20.65300(W) AD(       ) 3
 TU2978
 TU2978.Superseded values are not recommended for survey control.
 TU2978.NGS no longer adjusts projects to the OLD HI datum.
 TU2978.See file dsdata.txt to determine how the superseded data were derived.
 TU2978
 TU2978_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6501409593(NAD 83)
 TU2978
 TU2978  HISTORY     - Date     Condition        Report By
 TU2978  HISTORY     - UNK      MONUMENTED
 TU2978  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2978  HISTORY     - 1969     GOOD             CGS
 TU2978  HISTORY     - 19990724 GOOD             USPSQD
 TU2978
 TU2978                          STATION DESCRIPTION
 TU2978
 TU2978'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2978'THE SQUARE, OPEN CUPOLA, WITH POLE PROJECTING ABOVE FROM CENTER
 TU2978'OF ROOF ON THE PUU NENE SUGAR MILL LOCATED IN PUU NENE SETTLEMENT,
 TU2978'ABOUT 2 MILES SSE FROM KAHULUI.
 TU2978
 TU2978                          STATION RECOVERY (1969)
 TU2978
 TU2978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU2978'STATION WAS IDENTIFIED BY ANGLE AT MAUI SOUTH BASE AND RECOVERED.
 TU2978'LOCATED IN THE VILLAGE OF PUU NENE, AT THE PUU NENE SUGAR MILL.
 TU2978'STATION IS A SQUARE, OPEN-SIDED CUPOLA, WITH A PYRAMID ROOF WITH
 TU2978'POLE EXTENDING ABOVE TOP, LOCATED ON TOP OF THE MAIN MILL BUILDING.
 TU2978
 TU2978                          STATION RECOVERY (1999)
 TU2978
 TU2978'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2979 ***********************************************************************
 TU2979  DESIGNATION -  PUU NENE SUGAR MILL N STACK
 TU2979  PID         -  TU2979
 TU2979  STATE/COUNTY-  HI/MAUI
 TU2979  USGS QUAD   -  PAIA (1997)
 TU2979
 TU2979                         *CURRENT SURVEY CONTROL
 TU2979  ___________________________________________________________________
 TU2979* NAD 83(1993)-  20 52 04.06958(N)    156 27 11.95429(W)     ADJUSTED  
 TU2979* LOCAL TIDAL -                                                        
 TU2979  ___________________________________________________________________
 TU2979  EPOCH DATE  -        1993.62
 TU2979  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 TU2979  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU2979
 TU2979  HORZ ORDER  -  THIRD
 TU2979
 TU2979.The horizontal coordinates were established by classical geodetic methods
 TU2979.and adjusted by the National Geodetic Survey in December 1998..
 TU2979.The horizontal coordinates are valid at the epoch date displayed above.
 TU2979.The epoch date for horizontal control is a decimal equivalence
 TU2979.of Year/Month/Day.
 TU2979
 TU2979
 TU2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2979
 TU2979.The geoid height was determined by GEOID03.
 TU2979
 TU2979;                    North         East     Units Scale Factor Converg.
 TU2979;SPC HI 2     -    59,184.242   522,200.444   MT  0.99997276   +0 04 33.6
 TU2979;UTM  04      - 2,309,615.092   764,971.272   MT  1.00046775   +0 54 27.7
 TU2979
 TU2979                          SUPERSEDED SURVEY CONTROL
 TU2979
 TU2979  NAD 83(1986)-  20 52 04.03078(N)    156 27 11.94159(W) AD(       ) 4
 TU2979  OLD HI      -  20 52 15.57700(N)    156 27 22.09400(W) AD(       ) 3
 TU2979
 TU2979.Superseded values are not recommended for survey control.
 TU2979.NGS no longer adjusts projects to the OLD HI datum.
 TU2979.See file dsdata.txt to determine how the superseded data were derived.
 TU2979
 TU2979_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6497109615(NAD 83)
 TU2979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2979+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 TU2979
 TU2979  HISTORY     - Date     Condition        Report By
 TU2979  HISTORY     - UNK      MONUMENTED
 TU2979  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2979  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2979  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU2979  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2979  HISTORY     - 19990724 GOOD             USPSQD
 TU2979  HISTORY     - 20050922 GOOD             USPSQD
 TU2979
 TU2979                          STATION DESCRIPTION
 TU2979
 TU2979'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2979'THE NORTH EAST SMOKE STACK OF THE SUGAR MILL IN PUUNENE ABOUT 2
 TU2979'MILES SSE OF KAHULUI HARBOR.  THE STACK IS 180 FEET IN HEIGHT.
 TU2979
 TU2979                          STATION RECOVERY (1950)
 TU2979
 TU2979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2979'THE STATION IS THE TOP AND CENTER OF THE MOST NORTHERLY OF
 TU2979'TWO SMOKE STACKS AT THE PUUNENE SUGAR MILL IN THE VILLAGE OF
 TU2979'PUUNENE.
 TU2979'
 TU2979'THE STACK RISES FROM A 20 FOOT BY 20 FOOT CONCRETE PLATFORM
 TU2979'WHICH IS ABOUT 25 FEET IN HEIGHT.  THE TOTAL HEIGHT OF THE
 TU2979'STACK AND BASE IS 178 FEET.
 TU2979'
 TU2979'THIS STACK WAS ERECTED IN 1900.  PROBABLY THE SAME AS LOCATED 1912.
 TU2979
 TU2979                          STATION RECOVERY (1960)
 TU2979
 TU2979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU2979'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS THE NORTHERLY
 TU2979'AND MOST EASTERLY OF THE THREE RED AND WHITE PAINTED STACKS
 TU2979'AT THE H.C. AND S MILL AT PUU NENE.
 TU2979
 TU2979                          STATION RECOVERY (1968)
 TU2979
 TU2979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2979'STATION WAS IDENTIFIED BY ANGLE AND RECOVERED.  A NEW STACK HAS
 TU2979'BEEN ERECTED AND THERE ARE NOW 3 NEARLY IDENTICAL STACKS AT
 TU2979'THE MILL.  THE NEW STACK IS THE MOST NORTHERLY OF THE 3, WHILE
 TU2979'THE STATION STACK IS THE MOST EASTERLY ONE, SETTING ON A
 TU2979'60-DEGREE ANGLE NORTHEAST FROM THE SOUTHERNMOST STACK, AND ON
 TU2979'A 45-DEGREE ANGLE SOUTHEAST FROM THE NEW STACK.  ALL 3 STACKS
 TU2979'ARE PAINTED ALTERNATE ORANGE AND WHITE AND ARE ABOUT 178 FEET
 TU2979'HIGH.
 TU2979
 TU2979                          STATION RECOVERY (1999)
 TU2979
 TU2979'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2979'RECOVERED IN GOOD CONDITION.
 TU2979
 TU2979                          STATION RECOVERY (2005)
 TU2979
 TU2979'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TU2979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2980 ***********************************************************************
 TU2980  DESIGNATION -  PUU NENE SUGAR MILL S STACK
 TU2980  PID         -  TU2980
 TU2980  STATE/COUNTY-  HI/MAUI
 TU2980  USGS QUAD   -  PAIA (1997)
 TU2980
 TU2980                         *CURRENT SURVEY CONTROL
 TU2980  ___________________________________________________________________
 TU2980* NAD 83(1993)-  20 52 03.02393(N)    156 27 14.11196(W)     ADJUSTED  
 TU2980* LOCAL TIDAL -                                                        
 TU2980  ___________________________________________________________________
 TU2980  EPOCH DATE  -        1993.62
 TU2980  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 TU2980  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU2980
 TU2980  HORZ ORDER  -  THIRD
 TU2980
 TU2980.The horizontal coordinates were established by classical geodetic methods
 TU2980.and adjusted by the National Geodetic Survey in December 1998..
 TU2980.The horizontal coordinates are valid at the epoch date displayed above.
 TU2980.The epoch date for horizontal control is a decimal equivalence
 TU2980.of Year/Month/Day.
 TU2980
 TU2980
 TU2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2980
 TU2980.The geoid height was determined by GEOID03.
 TU2980
 TU2980;                    North         East     Units Scale Factor Converg.
 TU2980;SPC HI 2     -    59,152.002   522,138.119   MT  0.99997272   +0 04 32.8
 TU2980;UTM  04      - 2,309,581.934   764,909.391   MT  1.00046735   +0 54 26.9
 TU2980
 TU2980                          SUPERSEDED SURVEY CONTROL
 TU2980
 TU2980  NAD 83(1986)-  20 52 02.98495(N)    156 27 14.09934(W) AD(       ) 4
 TU2980  OLD HI      -  20 52 14.53100(N)    156 27 24.25200(W) AD(       ) 3
 TU2980
 TU2980.Superseded values are not recommended for survey control.
 TU2980.NGS no longer adjusts projects to the OLD HI datum.
 TU2980.See file dsdata.txt to determine how the superseded data were derived.
 TU2980
 TU2980_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6490909582(NAD 83)
 TU2980_MARKER: 63 = STACK
 TU2980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2980+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 TU2980
 TU2980  HISTORY     - Date     Condition        Report By
 TU2980  HISTORY     - 1912     FIRST OBSERVED   CGS
 TU2980  HISTORY     - 1929     GOOD             CGS
 TU2980  HISTORY     - 1950     GOOD             CGS
 TU2980  HISTORY     - 1960     GOOD             CGS
 TU2980  HISTORY     - 1963     GOOD             CGS
 TU2980  HISTORY     - 1968     GOOD             CGS
 TU2980  HISTORY     - 19990724 GOOD             USPSQD
 TU2980  HISTORY     - 20050922 GOOD             USPSQD
 TU2980
 TU2980                          STATION DESCRIPTION
 TU2980
 TU2980'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2980'THE SOUTHWEST SMOKE STACK OF THE SUGAR MILL IN PUU NENE ABOUT
 TU2980'2 MILES SSE OF KAHULUI HARBOR.
 TU2980'
 TU2980'THE STACK IS 180 FEET IN HEIGHT.
 TU2980
 TU2980                          STATION RECOVERY (1950)
 TU2980
 TU2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2980'THE STATION IS THE TOP AND CENTER OF THE MOST SOUTHERLY OF TWO
 TU2980'SMOKE STACKS AT THE PUUNENE SUGAR MILL IN THE VILLAGE OF PUUNENE.
 TU2980'
 TU2980'THE STACK RISES FROM A 20 FOOT BY 20 FOOT CONCRETE BASE WHICH
 TU2980'IS ABOUT 25 FEET IN HEIGHT.  THE TOTAL HEIGHT OF THE STACK AND
 TU2980'BASE IS 178 FEET.
 TU2980'
 TU2980'THIS STACK WAS ERECTED IN 1900.  PROBABLY THE SAME AS LOCATED
 TU2980'1912.
 TU2980
 TU2980                          STATION RECOVERY (1960)
 TU2980
 TU2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HJS)
 TU2980'THE STATION WAS RECOVERED AS DESCRIBED.  IT IS THE SOUTHERLY AND
 TU2980'MOST WESTERLY OF THE THREE RED AND WHITE PAINTED STACKS AT THE
 TU2980'H.C. AND S SUGAR MILL AT PUU NENE.
 TU2980
 TU2980                          STATION RECOVERY (1963)
 TU2980
 TU2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU2980'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE AND
 TU2980'CORRECT.  THIS STACK NOW HAS RED OBSTRUCTION LIGHTS UP THE SIDES.
 TU2980
 TU2980                          STATION RECOVERY (1968)
 TU2980
 TU2980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2980'STATION WAS IDENTIFIED BY ANGLE AND RECOVERED.  A NEW STACK HAS
 TU2980'BEEN ERECTED AND THERE ARE NOW 3 NEARLY IDENTICAL STACKS AT
 TU2980'THE MILL.  THE NEW STACK IS THE MOST NORTHERLY OF THE 3, WHILE
 TU2980'THE STATION STACK IS THE MOST SOUTHERLY, SETTING ON AN 18 DEG
 TU2980'ANGLE, SOUTH-SOUTHWEST, FROM THE NEW AND NORTHERNMOST STACK,
 TU2980'AND ON AN ANGLE OF 60 DEG, SOUTHWEST, FROM THE EASTERNMOST
 TU2980'STACK.  ALL 3 STACKS ARE PAINTED ALTERNATE ORANGE AND WHITE AND
 TU2980'ARE ABOUT 178 FEET HIGH.
 TU2980
 TU2980                          STATION RECOVERY (1999)
 TU2980
 TU2980'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2980'RECOVERED IN GOOD CONDITION.
 TU2980
 TU2980                          STATION RECOVERY (2005)
 TU2980
 TU2980'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TU2980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2795 ***********************************************************************
 TU2795  DESIGNATION -  PUU NIANIAU RESET
 TU2795  PID         -  TU2795
 TU2795  STATE/COUNTY-  HI/MAUI
 TU2795  USGS QUAD   -  KILOHANA (1983)
 TU2795
 TU2795                         *CURRENT SURVEY CONTROL
 TU2795  ___________________________________________________________________
 TU2795* NAD 83(1993)-  20 46 20.69713(N)    156 14 41.42771(W)     ADJUSTED  
 TU2795* LOCAL TIDAL -      2087.9    (meters)    6850.     (feet)  VERT ANG  
 TU2795  ___________________________________________________________________
 TU2795  EPOCH DATE  -        1993.62
 TU2795  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 TU2795  GEOID HEIGHT-          17.41  (meters)                     GEOID03
 TU2795
 TU2795  HORZ ORDER  -  FIRST
 TU2795
 TU2795.The horizontal coordinates were established by classical geodetic methods
 TU2795.and adjusted by the National Geodetic Survey in December 1998..
 TU2795.The horizontal coordinates are valid at the epoch date displayed above.
 TU2795.The epoch date for horizontal control is a decimal equivalence
 TU2795.of Year/Month/Day.
 TU2795
 TU2795.The orthometric height was determined by vertical angle observations.
 TU2795
 TU2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2795
 TU2795.The geoid height was determined by GEOID03.
 TU2795
 TU2795;                    North         East     Units Scale Factor Converg.
 TU2795;SPC HI 2     -    48,667.109   543,922.351   MT  0.99999050   +0 08 58.6
 TU2795;UTM  04      - 2,299,407.979   786,855.504   MT  1.00061705   +0 58 40.1
 TU2795
 TU2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2795!SPC HI 2     -   0.99966919  x   0.99999050  =   0.99965970
 TU2795!UTM  04      -   0.99966919  x   1.00061705  =   1.00028604
 TU2795
 TU2795|---------------------------------------------------------------------|
 TU2795| PID    Reference Object                     Distance      Geod. Az  |
 TU2795|                                                           dddmmss.s |
 TU2795| CN6102 PUU NIANIAU RM 1                      4.662 METERS 08547     |
 TU2795| CN6103 PUU NIANIAU RM 2                      7.976 METERS 16859     |
 TU2795| TU2966 WAIAKOA HOLY GHOST CATH CHURCH      APPROX. 8.6 KM 2625907.1 |
 TU2795| TU2796 35 M 6845                             0.990 METERS 26537     |
 TU2795|---------------------------------------------------------------------|
 TU2795
 TU2795                          SUPERSEDED SURVEY CONTROL
 TU2795
 TU2795  NAD 83(1986)-  20 46 20.65552(N)    156 14 41.43312(W) AD(       ) 1
 TU2795  OLD HI      -  20 46 32.17700(N)    156 14 51.55000(W) AD(       ) 1
 TU2795
 TU2795.Superseded values are not recommended for survey control.
 TU2795.NGS no longer adjusts projects to the OLD HI datum.
 TU2795.See file dsdata.txt to determine how the superseded data were derived.
 TU2795
 TU2795_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8685699408(NAD 83)
 TU2795
 TU2795  HISTORY     - Date     Condition        Report By
 TU2795  HISTORY     - 1950     MONUMENTED       CGS
 TU2795  HISTORY     - 1950     GOOD             CGS
 TU2795  HISTORY     - 1968     GOOD             CGS
 TU2795
 TU2795                          STATION DESCRIPTION
 TU2795
 TU2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2795'THE ORIGINAL STATION, CONSISTING OF AN IRON STAKE AND CAIRN OF
 TU2795'STONES, WAS NOT RECOVERED.  AT THE TIME OF THIS SURVEY, A DRILL
 TU2795'HOLE IN THE CENTER OF A CARVED TRIANGLE WAS FOUND AND A STANDARD
 TU2795'DISK, STAMPED PUU NIANIAU 1950, WAS SET IN THE CENTER OF THIS
 TU2795'TRIANGLE.  A U.S.G.S. BENCH MARK WAS ALSO RECOVERED 3,250 FEET
 TU2795'WEST OF THE TRAIANGLE.
 TU2795'
 TU2795'NOTE--IT APPEARS THAT THE POINT USED WAS THE ORIGINAL
 TU2795'STATION.  SEE COMPLETE DESCRIPTION.
 TU2795
 TU2795                          STATION RECOVERY (1950)
 TU2795
 TU2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2795'THE STATION IS LOCATED ON THE WESTERLY SUMMIT OF PUU NIANIAU,
 TU2795'A GRASS COVERED KNOLL, WHICH LIES ON THE NORTHWEST SLOPE OF
 TU2795'HALEAKALA ABOUT 11.5 MILES NORTH OF KAHAWAIHAPAPA, ABOUT 11
 TU2795'MILES SOUTH OF HOOLAWA POINT AND FORMS THE NORTHWEST CORNER
 TU2795'OF THE HAWAII NATIONAL PARK.
 TU2795'
 TU2795'TO REACH FROM THE POST OFFICE AT KAHULUI.  GO EASTERLY, ON THE
 TU2795'ROAD WHICH LEADS TOWARD HANA, FOR 3.1 MILES.  TURN RIGHT AND GO
 TU2795'SOUTHEAST, ON THE ROAD WHICH LEADS TOWARD THE HAWAII NATIONAL
 TU2795'PARK, FOR 14.3 MILES.  TURN LEFT, ONTO A NARROW, PAVED ROAD,
 TU2795'AND GO SOUTHEASTERLY FOR 10.4 MILES TO THE HALEAKALA MOUNTAIN
 TU2795'LODGE AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTH
 TU2795'FOR ABOUT 0.2 MILE TO THE WESTERLY SUMMIT OF THE HILL AND THE
 TU2795'STATION.
 TU2795'
 TU2795'THE STATION IS A STANDARD DISK, STAMPED PUU NIANIAU 1950, SET
 TU2795'INTO A DRILL HOLE WHICH WAS FOUND IN THE CENTER OF A CARVED
 TU2795'TRIANGLE.  IT IS IN A FLAT BOULDER WHICH IS FLUSH WITH THE SURFACE
 TU2795'OF THE SOIL.  THE IRON PIN, MENTIONED IN THE 1877 DESCRIPTION
 TU2795'WAS NOT FOUND.
 TU2795'
 TU2795'THE U.S. GEOLOGICAL SURVEY MARK IS A BRONZE DISK, STAMPED 35 M
 TU2795'1928 6845, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 TU2795'FLUSH WITH THE SURFACE OF THE GROUND.
 TU2795'
 TU2795'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU
 TU2795'NIANIAU NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH
 TU2795'PROJECTS ABOUT 1 FOOT.  IT IS LOCATED AT ABOUT THE SAME
 TU2795'ELEVATION AS THE STATION.
 TU2795'
 TU2795'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PUU NIANIAU
 TU2795'NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 TU2795'THE SURFACE OF THE GROUND.  IT IS LOCATED 5 FEET EAST OF THE
 TU2795'EDGE OF THE CLIFF AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU2795
 TU2795                          STATION RECOVERY (1968)
 TU2795
 TU2795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2795'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2795'WITNESS POST WAS SET.  IT IS NOW POSSIBLE TO DRIVE TO STATION
 TU2795'WITH 4-W-D VEHICLE.  THERE IS NOW A WOODEN ANTENNA POLE AND A
 TU2795'CORRUGATED METAL HUT ON THE HILLTOP.  A COMPLETE DESCRIPTION
 TU2795'FOLLOWS--
 TU2795'
 TU2795'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF PUKALANI, ON THE
 TU2795'WESTERN SLOPES OF HALEAKALA, ON THE SUMMIT OF PUU NIANIAU, A
 TU2795'BARE HILL OF ABOUT 6849 FEET ELEVATION, AT THE NORTHWEST CORNER
 TU2795'OF HALEAKALA NATIONAL PARK BOUNDARY.
 TU2795'
 TU2795'TO REACH STATION FROM THE POST OFFICE IN PUKALANI, GO
 TU2795'SOUTHEAST ON STATE HIGHWAY 37 FOR 0.35 MILE.  TAKE LEFT FORK
 TU2795'AND FOLLOW STATE HIGHWAY 377 FOR 6.2 MILES.  TAKE LEFT FORK
 TU2795'AND FOLLOW STATE HIGHWAY 378 FOR 10.1 MILES TO SIDE ROAD RIGHT,
 TU2795'AT S-CURVE OF HIGHWAY.  GO RIGHT, UP STEEP BULLDOZED GRADE FOR
 TU2795'0.3 MILE TO TOP OF HILL AND STATION.
 TU2795'
 TU2795'STATION MARK IS A STANDARD DISK STAMPED PUU NIANIAU 1950,
 TU2795'CEMENTED IN A DRILL HOLE IN A 12 X 12-INCH BEDROCK OUTCROP
 TU2795'PROJECTING 4 INCHES FROM GROUND.  IT IS 53 FEET SOUTH OF A
 TU2795'WOODEN ANTENNA POLE, 68 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 TU2795'METAL HUT, AND 5 FEET SOUTH OF A WITNESS POST.
 TU2795'
 TU2795'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU NIANIAU
 TU2795'NO 1 1950, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 2 FEET
 TU2795'IN DIAMETER AND PROJECTING 1 FOOT FROM GROUND.  IT IS 1 FOOT
 TU2795'HIGHER THAN STATION MARK.
 TU2795'
 TU2795'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU NIANIAU
 TU2795'NO 2 1950, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 TU2795'GROUND.  IT IS 1-1/2 FEET EAST OF EDGE OF BLUFF AND 18 INCHES
 TU2795'HIGHER THAN STATION MARK.
 TU2795'
 TU2795'BENCH MARK 35 M (USGS) IS A USGS BENCH MARK DISK, STAMPED 35 M
 TU2795'1923 6843, CEMENTED IN A DRILL HOLE IN BEDROCK 6 FEET NORTHEAST
 TU2795'OF EDGE OF BLUFF AND AT SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1066 ***********************************************************************
 TU1066  DESIGNATION -  PUU O EHU
 TU1066  PID         -  TU1066
 TU1066  STATE/COUNTY-  HI/HONOLULU
 TU1066  USGS QUAD   -  MOKAPU (1983)
 TU1066
 TU1066                         *CURRENT SURVEY CONTROL
 TU1066  ___________________________________________________________________
 TU1066* NAD 83(1993)-  21 23 14.52679(N)    157 44 36.94958(W)     ADJUSTED  
 TU1066* LOCAL TIDAL -        98.9    (meters)     324.     (feet)  VERT ANG  
 TU1066  ___________________________________________________________________
 TU1066  EPOCH DATE  -        1993.62
 TU1066  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 TU1066  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU1066
 TU1066  HORZ ORDER  -  FIRST
 TU1066
 TU1066.The horizontal coordinates were established by classical geodetic methods
 TU1066.and adjusted by the National Geodetic Survey in December 1998..
 TU1066.The horizontal coordinates are valid at the epoch date displayed above.
 TU1066.The epoch date for horizontal control is a decimal equivalence
 TU1066.of Year/Month/Day.
 TU1066
 TU1066.The orthometric height was determined by vertical angle observations.
 TU1066
 TU1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1066
 TU1066.The geoid height was determined by GEOID03.
 TU1066
 TU1066;                    North         East     Units Scale Factor Converg.
 TU1066;SPC HI 3     -    24,457.707   526,588.724   MT  0.99999873   +0 05 36.6
 TU1066;UTM  04      - 2,365,540.574   630,244.305   MT  0.99980962   +0 27 29.7
 TU1066
 TU1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1066!SPC HI 3     -   0.99998196  x   0.99999873  =   0.99998069
 TU1066!UTM  04      -   0.99998196  x   0.99980962  =   0.99979158
 TU1066
 TU1066|---------------------------------------------------------------------|
 TU1066| PID    Reference Object                     Distance      Geod. Az  |
 TU1066|                                                           dddmmss.s |
 TU1066| CJ8989 PUU O EHU RM 1                       11.347 METERS 26323     |
 TU1066| CJ8990 PUU O EHU RM 2                        6.942 METERS 26344     |
 TU1066| TU1080 KANEOHE HAWAIIAN TEL MICROWAVE      APPROX. 4.1 KM 3401732.8 |
 TU1066| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX. 6.9 KM 3482831.8 |
 TU1066| TU1074 KANEOHE BAY E RADIO TOWER OF 3      APPROX. 7.2 KM 3523215.3 |
 TU1066|---------------------------------------------------------------------|
 TU1066
 TU1066                          SUPERSEDED SURVEY CONTROL
 TU1066
 TU1066  NAD 83(1986)-  21 23 14.47664(N)    157 44 36.95760(W) AD(       ) 1
 TU1066  OLD HI      -  21 23 25.89293(N)    157 44 46.83681(W) AD(       ) 1
 TU1066
 TU1066.Superseded values are not recommended for survey control.
 TU1066.NGS no longer adjusts projects to the OLD HI datum.
 TU1066.See file dsdata.txt to determine how the superseded data were derived.
 TU1066
 TU1066_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3024465541(NAD 83)
 TU1066_MARKER: Z = SEE DESCRIPTION
 TU1066_SETTING: 0 = UNSPECIFIED SETTING
 TU1066
 TU1066  HISTORY     - Date     Condition        Report By
 TU1066  HISTORY     - 1969     MONUMENTED       CGS
 TU1066
 TU1066                          STATION DESCRIPTION
 TU1066
 TU1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1066'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHWEST OF WAIMANALO,
 TU1066'1/2 MILE SOUTH-SOUTHWEST OF THE POST OFFICE IN KAILUA AND 1/4
 TU1066'MILE EAST OF KAILUA HIGH SCHOOL, ON THE HIGHEST POINT OF A
 TU1066'NORTHWEST-SOUTHEAST RIDGE.
 TU1066'
 TU1066'TO REACH THE STATION FROM THE INTERSECTION OF ONEWA STREET AND
 TU1066'PALI HIGHWAY (THIS IS ABOUT 100 YARDS NORTHWEST OF THE POST OFFICE)
 TU1066'IN KAILUA, GO SOUTHWEST ON THE PALI HIGHWAY FOR 0.55 MILE TO A
 TU1066'LUTHERAN CHURCH ON THE RIGHT AND A CROSSING IN THE DIVIDER OF THE
 TU1066'HIGHWAY, ON THE LEFT.  MAKE A U-TURN AND GO ABOUT 50 YARDS
 TU1066'NORTHEAST TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTHEAST, ON
 TU1066'NARROW ASPHALT ROAD FOR 0.1 MILE TO A TRACK SIDE ROAD LEFT.
 TU1066'TURN SHARP LEFT, NORTHEAST, AND FOLLOW TRACK ROAD UPHILL FOR
 TU1066'0.15 MILE TO THE END OF THE ROAD AND TWO RESERVOIRS.  PACK
 TU1066'AROUND TO THE OPPOSITE SIDE OF THE SOUTH RESERVOIR AND PICK UP A
 TU1066'FOOT TRAIL.  FOLLOW FOOT TRAIL UP TO A T-FENCE CORNER.
 TU1066'(THIS IS ABOUT 75 YARDS SOUTH OF THE RESERVOIR.) PACK SOUTHEAST
 TU1066'ALONG RIGHT SIDE OF FENCE AND THE TOP OF THE RIDGE TO THE
 TU1066'HIGHEST POINT ON THE RIDGE AND THE STATION AT A FENCE CORNER.
 TU1066'ABOUT A 20 MINUTE PACK.
 TU1066'
 TU1066'THE STATION MARK IS A STANDARD DISK, STAMPED PUU O EHU 1969,
 TU1066'WELDED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 6 INCHES.  THE
 TU1066'PIPE IS SURROUNDED BY CONCRETE AND IS 6 FEET EAST OF A FENCE.
 TU1066'
 TU1066'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PUU O EHU NO 1
 TU1066'1969, CEMENTED IN A DRILL HOLE IN BLACK BEDROCK.  IT IS 32.5 FEET
 TU1066'WEST OF A FENCE, 15 FEET SOUTH OF A FENCE AND ABOUT 8 FEET LOWER
 TU1066'THAN THE STATION MARK.
 TU1066'
 TU1066'REFERENCE MARK 2 IS A STANDAD DISK, STAMPED PUU O EHU NO 2
 TU1066'1969, CEMENTED IN A DRILL HOLE IN BLACK BEDROCK.  IT IS 17.5 FEET
 TU1066'WEST OF THE FENCE, 12 FEET SOUTH OF THE FENCE AND ABOUT 4.5 FEET
 TU1066'LOWER THAN THE STATION MARK.
 TU1066'
 TU1066'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU1066'
 TU1066'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3289 ***********************************************************************
 TU3289  DESIGNATION -  PUU O HOKU 1915
 TU3289  PID         -  TU3289
 TU3289  STATE/COUNTY-  HI/MAUI
 TU3289  USGS QUAD   -  
 TU3289
 TU3289                         *CURRENT SURVEY CONTROL
 TU3289  ___________________________________________________________________
 TU3289* NAD 83(1993)-  21 08 05.79104(N)    156 43 49.54370(W)     ADJUSTED  
 TU3289* LOCAL TIDAL -       205.     (meters)     673.     (feet)  VERT ANG  
 TU3289  ___________________________________________________________________
 TU3289  EPOCH DATE  -        1993.62
 TU3289  LAPLACE CORR-          -7.96  (seconds)                    DEFLEC99
 TU3289  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU3289
 TU3289  HORZ ORDER  -  SECOND
 TU3289
 TU3289.The horizontal coordinates were established by classical geodetic methods
 TU3289.and adjusted by the National Geodetic Survey in December 1998..
 TU3289.The horizontal coordinates are valid at the epoch date displayed above.
 TU3289.The epoch date for horizontal control is a decimal equivalence
 TU3289.of Year/Month/Day.
 TU3289
 TU3289.The orthometric height was determined by vertical angle observations.
 TU3289.No vertical observational check was made to the station.
 TU3289
 TU3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3289
 TU3289.The geoid height was determined by GEOID03.
 TU3289
 TU3289;                    North         East     Units Scale Factor Converg.
 TU3289;SPC HI 2     -    88,747.350   493,376.821   MT  0.99996721   -0 01 22.8
 TU3289;UTM  04      - 2,338,766.013   735,707.114   MT  1.00028661   +0 49 07.4
 TU3289
 TU3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3289!SPC HI 2     -   0.99996547  x   0.99996721  =   0.99993268
 TU3289!UTM  04      -   0.99996547  x   1.00028661  =   1.00025207
 TU3289
 TU3289:                Primary Azimuth Mark                     Grid Az
 TU3289:SPC HI 2     -  LUPEHU                                   196 07 46.6
 TU3289:UTM  04      -  LUPEHU                                   195 17 16.4
 TU3289
 TU3289|---------------------------------------------------------------------|
 TU3289| PID    Reference Object                     Distance      Geod. Az  |
 TU3289|                                                           dddmmss.s |
 TU3289| TU3283 LUPEHU                              APPROX. 2.1 KM 1960623.8 |
 TU3289|---------------------------------------------------------------------|
 TU3289
 TU3289                          SUPERSEDED SURVEY CONTROL
 TU3289
 TU3289  NAD 83(1986)-  21 08 05.74542(N)    156 43 49.48748(W) AD(       ) 2
 TU3289  OLD HI      -  21 08 17.27900(N)    156 43 59.61900(W) AD(       ) 2
 TU3289
 TU3289.Superseded values are not recommended for survey control.
 TU3289.NGS no longer adjusts projects to the OLD HI datum.
 TU3289.See file dsdata.txt to determine how the superseded data were derived.
 TU3289
 TU3289_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3570738766(NAD 83)
 TU3289
 TU3289  HISTORY     - Date     Condition        Report By
 TU3289  HISTORY     - 1915     MONUMENTED       HIGS
 TU3289  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3289  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3289
 TU3289                          STATION DESCRIPTION
 TU3289
 TU3289'DESCRIBED BY HAWAII GEODETIC SURVEY 1915 (ERH)
 TU3289'ON EASTERN SHORE OF MOLOKAI, ON A POORLY DEFINED, FLAT, GRASSY
 TU3289'HILL, 2 MILES SOUTHWEST FROM CAPE HALAWA, AND 1/2 MILE BACK FROM
 TU3289'SHORE.  IT IS 40 TO 50 METERS FROM THE MAIN ROAD, IN THE SHARP
 TU3289'BEND, WHERE THE ROAD COMES UP OUT OF A GREAT GULCH AND TURNS
 TU3289'NORTHWEST TOWARD BROWNS HOUSE AND THE VILLAGE OF HALAWA.  STATION
 TU3289'NOT ON HIGHEST POINT, BUT 2 FEET BELOW IT AND 30 METERS SOUTH
 TU3289'OF IT.  SUBSURFACE MARK IS A BOTTLE.  SURFACE MARK IS CONCRETE
 TU3289'MONUMENT WITH STANDARD BRONZE DISK IN TOP, NOTE 6 1/2.
 TU3289
 TU3289                          STATION RECOVERY (1931)
 TU3289
 TU3289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3289'STATION IS ON THE NE END OF MOLOKAI ISLAND.  THE LOCATION IS AS
 TU3289'DESCRIBED.  THE HILL IS NOW USED FOR CULTIVATION OF PINEAPPLES,
 TU3289'BUT THE MONUMENT HAS NOT BEEN DISTURBED.  SIGNAL, TRIPOD, WAS
 TU3289'PLACED IN A CLEAR PLACE IN THE FIELD ABOUT 10 M. FROM THE STATION
 TU3289'AND TOWARDS BROWNS HOUSE.
 TU3289
 TU3289                          STATION RECOVERY (1962)
 TU3289
 TU3289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3289'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  NO
 TU3289'REFERENCE MARKS WERE ESTABLISHED BECAUSE THE STATION IS IN A
 TU3289'LOCATION WHERE THERE IS LITTLE DANGER OF BEING DISTURBED.  A
 TU3289'COMPLETE DESCRIPTION FOLLOWS--
 TU3289'
 TU3289'STATION IS LOCATED ABOUT 1/2 MILE AIRLINE SOUTH-SOUTHEAST OF
 TU3289'THE PUU O HOKU RANCH HEADQUARTERS, ON THE EAST END OF MOLOKAI
 TU3289'ISLAND, ABOUT 1/2 MILE NORTHWEST OF THE SHORELINE, IN PASTURE
 TU3289'LAND ON A GRASSY FLAT HILL OF 668 FEET ELEVATION.
 TU3289'
 TU3289'TO REACH FROM THE PUU O HOKU RANCH HEADQUARTERS, GO WEST ON
 TU3289'TRACK ROAD FOR 0.2 MILE TO CROSSROAD AT GAS PUMP.  TURN LEFT AND
 TU3289'GO SOUTHERLY ON GRADED ROAD FOR 0.75 MILE TO BOARD GATE NUMBER
 TU3289'31 ON RIGHT.  TURN RIGHT, THROUGH GATE, THEN GO LEFT, SOUTHERLY
 TU3289'ALONG PASTURE TRAIL FOR 0.35 MILE TO TOP OF HILL AND STATION.
 TU3289'
 TU3289'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF
 TU3289'AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 1 FOOT
 TU3289'ABOVE GROUND.  IT IS ABOUT 100 YARDS WEST OF THE ROAD AND ON THE
 TU3289'SOUTH SLOPE OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3419 ***********************************************************************
 TU3419  DESIGNATION -  PUU O HOLEHUA 1925
 TU3419  PID         -  TU3419
 TU3419  STATE/COUNTY-  HI/MAUI
 TU3419  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3419
 TU3419                         *CURRENT SURVEY CONTROL
 TU3419  ___________________________________________________________________
 TU3419* NAD 83(1993)-  21 07 05.76739(N)    157 07 40.44149(W)     ADJUSTED  
 TU3419* LOCAL TIDAL -       229.     (meters)     751.     (feet)  SCALED    
 TU3419  ___________________________________________________________________
 TU3419  EPOCH DATE  -        1993.62
 TU3419  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 TU3419  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3419
 TU3419  HORZ ORDER  -  THIRD
 TU3419
 TU3419.The horizontal coordinates were established by classical geodetic methods
 TU3419.and adjusted by the National Geodetic Survey in December 1998..
 TU3419.The horizontal coordinates are valid at the epoch date displayed above.
 TU3419.The epoch date for horizontal control is a decimal equivalence
 TU3419.of Year/Month/Day.
 TU3419
 TU3419.The orthometric height was scaled from a topographic map.
 TU3419
 TU3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3419
 TU3419.The geoid height was determined by GEOID03.
 TU3419
 TU3419;                    North         East     Units Scale Factor Converg.
 TU3419;SPC HI 2     -    86,969.532   452,084.431   MT  0.99999503   -0 09 58.3
 TU3419;UTM  04      - 2,336,381.628   694,437.200   MT  1.00006721   +0 40 29.0
 TU3419
 TU3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3419!SPC HI 2     -   0.99996152  x   0.99999503  =   0.99995655
 TU3419!UTM  04      -   0.99996152  x   1.00006721  =   1.00002872
 TU3419
 TU3419:                Primary Azimuth Mark                     Grid Az
 TU3419:SPC HI 2     -  MOLOKAI S BASE                           065 36 26.6
 TU3419:UTM  04      -  MOLOKAI S BASE                           064 45 59.3
 TU3419
 TU3419|---------------------------------------------------------------------|
 TU3419| PID    Reference Object                     Distance      Geod. Az  |
 TU3419|                                                           dddmmss.s |
 TU3419| TU3389 MOLOKAI S BASE                      APPROX. 2.8 KM 0652628.3 |
 TU3419|---------------------------------------------------------------------|
 TU3419
 TU3419                          SUPERSEDED SURVEY CONTROL
 TU3419
 TU3419  NAD 83(1986)-  21 07 05.72362(N)    157 07 40.39372(W) AD(       ) 3
 TU3419  OLD HI      -  21 07 17.16600(N)    157 07 50.51000(W) AD(       ) 3
 TU3419
 TU3419.Superseded values are not recommended for survey control.
 TU3419.NGS no longer adjusts projects to the OLD HI datum.
 TU3419.See file dsdata.txt to determine how the superseded data were derived.
 TU3419
 TU3419_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9443736382(NAD 83)
 TU3419
 TU3419  HISTORY     - Date     Condition        Report By
 TU3419  HISTORY     - 1925     MONUMENTED       CGS
 TU3419  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3419
 TU3419                          STATION DESCRIPTION
 TU3419
 TU3419'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3419'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3419'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE
 TU3419'BUT NOTHING THAT MIGHT HAVE BEEN USED TO MARK THE STATION WAS
 TU3419'FOUND.
 TU3419'
 TU3419'THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1708 ***********************************************************************
 TU1708  DESIGNATION -  PUU O HULU MAKAI RESET
 TU1708  PID         -  TU1708
 TU1708  STATE/COUNTY-  HI/HONOLULU
 TU1708  USGS QUAD   -  WAIANAE (1983)
 TU1708
 TU1708                         *CURRENT SURVEY CONTROL
 TU1708  ___________________________________________________________________
 TU1708* NAD 83(1993)-  21 24 02.96883(N)    158 10 11.43915(W)     ADJUSTED  
 TU1708* LOCAL TIDAL -       262.2    (meters)     860.     (feet)  VERT ANG  
 TU1708  ___________________________________________________________________
 TU1708  EPOCH DATE  -        1993.62
 TU1708  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 TU1708  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1708
 TU1708  HORZ ORDER  -  FIRST
 TU1708
 TU1708.The horizontal coordinates were established by classical geodetic methods
 TU1708.and adjusted by the National Geodetic Survey in December 1998..
 TU1708.The horizontal coordinates are valid at the epoch date displayed above.
 TU1708.The epoch date for horizontal control is a decimal equivalence
 TU1708.of Year/Month/Day.
 TU1708
 TU1708.The orthometric height was determined by vertical angle observations.
 TU1708
 TU1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1708
 TU1708.The geoid height was determined by GEOID03.
 TU1708
 TU1708;                    North         East     Units Scale Factor Converg.
 TU1708;SPC HI 3     -    25,935.412   482,388.961   MT  0.99999383   -0 03 43.1
 TU1708;UTM  04      - 2,366,736.523   586,046.892   MT  0.99969149   +0 18 10.6
 TU1708
 TU1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1708!SPC HI 3     -   0.99995638  x   0.99999383  =   0.99995021
 TU1708!UTM  04      -   0.99995638  x   0.99969149  =   0.99964789
 TU1708
 TU1708:                Primary Azimuth Mark                     Grid Az
 TU1708:SPC HI 3     -  MAILI USN RADIO CEN MAST OF 3            016 05 07.7
 TU1708:UTM  04      -  MAILI USN RADIO CEN MAST OF 3            015 43 14.0
 TU1708
 TU1708|---------------------------------------------------------------------|
 TU1708| PID    Reference Object                     Distance      Geod. Az  |
 TU1708|                                                           dddmmss.s |
 TU1708| TU1739 MAILI USN RADIO CEN MAST OF 3       APPROX. 3.4 KM 0160124.6 |
 TU1708| TU1692 MAILI USN RADIO STA W TWR OF 7      APPROX. 2.6 KM 0263645.1 |
 TU1708| CJ8991 PUU O HULU MAKAI RM 1                 2.883 METERS 08128     |
 TU1708| TU1706 NANAKULI USN LAB 111 MID STA        APPROX. 2.0 KM 1281731.9 |
 TU1708| TU1689 NANAKULI USN LAB 111 S STA          APPROX. 4.2 KM 1323429.2 |
 TU1708| CJ8992 PUU O HULU MAKAI RM 2                 5.286 METERS 20430     |
 TU1708| TU1710 BOUNDARY MARKER 4                    10.841 METERS 22246     |
 TU1708| TU1709 IRON PIPE NR PUU O HULU MAKAI         3.484 METERS 28107     |
 TU1708| TU1700 LAHILAHI                            APPROX. 8.0 KM 3253748.7 |
 TU1708| TU1695 WAIANAE MILL CHIMNEY                APPROX. 5.1 KM 3394450.5 |
 TU1708|---------------------------------------------------------------------|
 TU1708
 TU1708                          SUPERSEDED SURVEY CONTROL
 TU1708
 TU1708  NAD 83(1986)-  21 24 02.91722(N)    158 10 11.45061(W) AD(       ) 1
 TU1708  OLD HI      -  21 24 14.30363(N)    158 10 21.34211(W) AD(       ) 1
 TU1708
 TU1708.Superseded values are not recommended for survey control.
 TU1708.NGS no longer adjusts projects to the OLD HI datum.
 TU1708.See file dsdata.txt to determine how the superseded data were derived.
 TU1708
 TU1708_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8604766737(NAD 83)
 TU1708_MARKER: Z = SEE DESCRIPTION
 TU1708_SETTING: 0 = UNSPECIFIED SETTING
 TU1708
 TU1708  HISTORY     - Date     Condition        Report By
 TU1708  HISTORY     - 1927     MONUMENTED       CGS
 TU1708  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1708  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1708
 TU1708                          STATION DESCRIPTION
 TU1708
 TU1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1708'IDENTICAL WITH OLD ARMY STATION PUU O HULU MAKAI (U.S.E.).  ON W
 TU1708'COAST OF OAHU, ON THE SUMMIT OF THE MOST W OF THE TWO PEAKS OF
 TU1708'PUU O HULU RIDGE ON THE WAIANAE COAST ABOUT 3-1/4 MILES S OF
 TU1708'WAIANAE.  APPROACHED BY TRAIL FROM THE MAIN WAIANAE ROAD LEADING
 TU1708'AROUND THE N SIDE OF THE RIDGE.
 TU1708'
 TU1708'THE OLD ARMY MARK, AN IRON STAKE EMBEDDED IN CONCRETE, WAS
 TU1708'REPLACED BY A STANDARD STATION-MARK DISK SET IN AN IRREGULAR MASS
 TU1708'OF CONCRETE.
 TU1708'
 TU1708'R.M. 1, A STANDARD REFERENCE DISK IN CONCRETE STEPS OF STRUCTURE
 TU1708'AT SUMMIT, IS 1.737 METERS (5.70 FEET) FROM STATION IN AZIMUTH
 TU1708'163 DEG 10 MIN.  R.M. 2, A STANDARD REFERENCE DISK WITH ARROW
 TU1708'POINTING TOWARD THE STATION, WEDGED IN A DRILL HOLE IN OUTCROPPING
 TU1708'BEDROCK, IS 5.286 METERS (17.34 FEET) FROM STATION IN AZIMUTH
 TU1708'24 DEG 30 MIN.
 TU1708
 TU1708                          STATION RECOVERY (1964)
 TU1708
 TU1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1708'STATION WAS RECOVERED.  THE STATION MARK COULD NOT BE EXAMINED
 TU1708'BECAUSE OF THE SIGNAL BUILT OVER IT.  REFERENCE MARK NUMBER ONE
 TU1708'WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NUMBER TWO HAS
 TU1708'BEEN DESTROYED.  THE BEDROCK LEDGE WHERE IT WAS LOCATED HAS
 TU1708'ERODED AWAY UNTIL IT IS NOW ONLY 15 FEET FROM THE STATION.  A
 TU1708'U.S. MILITARY RESERVATION BOUNDARY MARKER WAS FOUND AND USED FOR
 TU1708'REFERENCE MARK NUMBER THREE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1708'
 TU1708'STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF NANAKULI AND
 TU1708'1-1/2 MILES SOUTH-SOUTHEAST OF MAILI, AT MAILI POINT ON THE SUMMIT
 TU1708'OF PUU O HULU KAI, A HILL OF ABOUT 856 FEET ELEVATION THAT HAS
 TU1708'SEVERAL OLD MILITARY PILLBOXES ALONG ITS TOP.
 TU1708'
 TU1708'TO REACH STATION FROM THE POST OFFICE IN NANAKULI, GO NORTH ON
 TU1708'FARRINGTON HIGHWAY FOR 2.5 MILES TO TRACK SIDE ROAD RIGHT.  GO
 TU1708'RIGHT FOR 50 YARDS TO FORK.  CONTINUE STRAIGHT AHEAD ON LEFT
 TU1708'FORK FOR 0.25 MILE TO END OF TRUCK TRAVEL AT BEGINNING OF DIM
 TU1708'TRAIL IN TREES ON RIGHT.  PACK UP TRAIL ABOUT 1/2 MILE TO
 TU1708'STATION.
 TU1708'
 TU1708'STATION MARK WAS PREVIOUSLY DESCRIBED AS A STANDARD DISK.  THE
 TU1708'TYPE C HAWAII TERRITORY SURVEY SIGNAL WHICH WAS BUILT OVER THE
 TU1708'MARK IN 1929 CONSISTS OF A 5-1/2-FOOT-SQUARE PLATFORM.  A
 TU1708'CONCRETE POST 0.9 FOOT SQUARE AT THE BOTTOM AND TAPERING TO 0.5
 TU1708'FOOT SQUARE AT THE TOP, PROJECTS 2.5 FEET FROM THE CENTER OF THE
 TU1708'PLATFORM.  A 2-1/2-INCH IRON PIPE RUNS UP THROUGH THE CENTER OF
 TU1708'THE POST.  THE CENTER OF THE PIPE WAS USED AS CENTER OF
 TU1708'STATION.  STATION SETS AT THE SOUTHEAST CORNER OF THE PILLBOX
 TU1708'ON THE HIGHEST POINT OF THE HILL.
 TU1708'
 TU1708'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU O HULU
 TU1708'NO 1 1927, CEMENTED IN A DRILL HOLE IN A CONCRETE STEP.  IT IS
 TU1708'14 INCHES EAST OF THE EAST SIDE OF THE ROOF ENTRANCE OF THE
 TU1708'PILLBOX AND IS 2 FEET LOWER THAN STATION PLATFORM.
 TU1708'
 TU1708'USMR 4 WILL SERVE AS REFERENCE MARK NUMBER THREE.  IT IS A
 TU1708'BRONZE DISK, STAMPED 4, SET IN THE TOP OF AN 8-INCH-SQUARE
 TU1708'CONCRETE POST THAT PROJECTS 4 INCHES, AND IS LOCATED DOWN ON THE
 TU1708'SOUTHWEST SLOPE OF THE HILL, JUST ABOVE AN 8-FOOT, RED ROCK
 TU1708'CLIFF, 18.3 FEET LOWER THAN STATION PLATFORM.  SLOPE DISTANCE TO
 TU1708'TOP OF STATION PIPE IS 12.470 METERS.  IRON PIPE IS 1-1/2-INCH
 TU1708'PIPE PROJECTING 16 INCHES FROM ROOF OF PILLBOX.
 TU1708
 TU1708                          STATION RECOVERY (1969)
 TU1708
 TU1708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1708'THE STATION MARK COULD NOT BE EXAMINED BECAUSE OF THE SIGNAL
 TU1708'BUILT OVER IT.  REFERENCE MARKS 1 AND USMR 4 WAS USED FOR
 TU1708'REFERENCE MARK 3.  A NEW STATION MARK WAS SET ON TOP OF A 2-1/2
 TU1708'INCH IRON PIPE.  A COMPLETE DESCRIPTION FOLLOWS.
 TU1708'
 TU1708'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF NANAKULI,
 TU1708'1-1/2 MILES SOUTH-SOUTHEAST OF MAILI, AT MAILI POINT ON THE
 TU1708'SUMMIT OF PUU O HULU KAI, A HILL OF ABOUT 856 FEET IN ELEVATION
 TU1708'THAT HAS SEVERAL OLD MILITARY PILLBOXES ALONG ITS TOP.
 TU1708'
 TU1708'TO REACH FROM THE POST OFFICE IN NANAKULI, GO NORTHERLY ON
 TU1708'FARRINGTON HIGHWAY FOR 2.35 MILES TO HOOKELE STREET ON THE RIGHT,
 TU1708'TURN RIGHT ON HOOKELE STREET AND GO EASTERLY FOR 0.1 MILE TO A
 TU1708'CROSS STREET OF WAAPUHI STREET, TURN RIGHT SOUTHERLY AND GO FOR
 TU1708'0.1 MILE TO THE END OF THE STREET, FROM HERE PACK SOUTHERLY ON A
 TU1708'GOOD TRAIL TO THE TOP OF THE RIDGE AND STATION.  (ABOUT 1 HOUR
 TU1708'PACK).
 TU1708'
 TU1708'STATION MARK IS A STANDARD DISK STAMPED PUU O HULU MAKAI 1927
 TU1708'1969, CEMENTED IN THE TOP OF A 2-1/2 INCH IRON PIPE, THE PIPE IS
 TU1708'SET IN A CONCRETE PYRAMID WHICH PROJECTS 2-1/2 FEET ABOVE A 5
 TU1708'1/2 FOOT SQUARE CONCRETE BASE.  STATION IS SET AT THE SOUTHEAST
 TU1708'CORNER OF A PILLBOX AND THE HIGHEST POINT OF HILL.  THIS IS A
 TU1708'TYPE C SIGNAL.
 TU1708'
 TU1708'REFERENCE MARK 1 IS A STANDARD DISK STAMPED PUU O HULU MAKAI
 TU1708'NO 1 1927, CEMENTED IN A DRILL HOLE IN A STEP ABOUT 6 FEET LOWER
 TU1708'THAN THE STATION MARK, IT IS 1.2 FEET EAST OF THE EAST SIDE OF
 TU1708'ROOF ENTRANCE TO THE PILLBOX.
 TU1708'
 TU1708'USMR 4 SURVEYED AS REFERENCE MARK 3.  IT IS A BRONZE DISK, STAMPED
 TU1708'4, SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 TU1708'4 INCHES ABOVE THE SURFACE OF THE GROUND, AND IS ABOUT 18 FEET
 TU1708'LOWER THAN THE STATION MARK AND ON A SOUTHWEST SLOPE.  A VERY
 TU1708'STEEP DROP OFF TO THE SOUTH OF MARK.  IRON PIPE IS 1-1/2 INCH
 TU1708'PIPE PROJECTING 16 INCHES ABOVE THE ROOF OF PILLBOX AND
 TU1708'APPROXIMATE CENTER OF PILLBOX.
 TU1708'
 TU1708'NO MEASUREMENT BETWEEN REFERENCE MARK DUE TO STEEP SLOPE.
 TU1708'
 TU1708'HEIGHT OF LIGHT ABOVE STATION MARK 2-1/2 FEET.
 TU1708'
 TU1708'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1708'1-1/2 MILES SOUTH-SOUTHEAST OF MAILI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1691 ***********************************************************************
 TU1691  DESIGNATION -  PUU O HULU NORTH
 TU1691  PID         -  TU1691
 TU1691  STATE/COUNTY-  HI/HONOLULU
 TU1691  USGS QUAD   -  WAIANAE (1983)
 TU1691
 TU1691                         *CURRENT SURVEY CONTROL
 TU1691  ___________________________________________________________________
 TU1691* NAD 83(1993)-  21 24 14.04218(N)    158 09 21.78341(W)     ADJUSTED  
 TU1691* LOCAL TIDAL -                                                        
 TU1691  ___________________________________________________________________
 TU1691  EPOCH DATE  -        1993.62
 TU1691  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 TU1691  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU1691
 TU1691  HORZ ORDER  -  THIRD
 TU1691
 TU1691.The horizontal coordinates were established by classical geodetic methods
 TU1691.and adjusted by the National Geodetic Survey in December 1998..
 TU1691.The horizontal coordinates are valid at the epoch date displayed above.
 TU1691.The epoch date for horizontal control is a decimal equivalence
 TU1691.of Year/Month/Day.
 TU1691
 TU1691
 TU1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1691
 TU1691.The geoid height was determined by GEOID03.
 TU1691
 TU1691;                    North         East     Units Scale Factor Converg.
 TU1691;SPC HI 3     -    26,274.500   483,819.517   MT  0.99999323   -0 03 25.0
 TU1691;UTM  04      - 2,367,084.611   587,474.830   MT  0.99969455   +0 18 28.8
 TU1691
 TU1691                          SUPERSEDED SURVEY CONTROL
 TU1691
 TU1691  NAD 83(1986)-  21 24 13.99052(N)    158 09 21.79611(W) AD(       ) 4
 TU1691  OLD HI      -  21 24 25.31300(N)    158 09 31.66300(W) AD(       ) 3
 TU1691
 TU1691.Superseded values are not recommended for survey control.
 TU1691.NGS no longer adjusts projects to the OLD HI datum.
 TU1691.See file dsdata.txt to determine how the superseded data were derived.
 TU1691
 TU1691_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8747567085(NAD 83)
 TU1691
 TU1691  HISTORY     - Date     Condition        Report By
 TU1691  HISTORY     - UNK      MONUMENTED
 TU1691  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1691
 TU1691                          STATION DESCRIPTION
 TU1691
 TU1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1691'THE STATION IS GONE.
 TU1691'
 TU1691'WHEN STATION WAS SEARCHED FOR 2 CROSSES ABOUT 3 INCHES APART ON A
 TU1691'SMALL, FLAT ROCK WERE FOUND.  AZIMUTHS TO ADJACENT STATIONS WERE
 TU1691'OBTAINED BY INVERSE COMPUTATIONS AND A CHECK WAS MADE WITH A
 TU1691'THEODOLITE.  THE CROSSES PROVED TO BE SEVERAL FEET AWAY FROM
 TU1691'CORRECT LOCATION OF STATION.  BECAUSE OF THE VERY SOFT TYPE OF
 TU1691'ROCK ON THE RIDGE IT IS VERY UNLIKELY THAT THE CROSSES ARE MORE
 TU1691'THAN A FEW YEARS OLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1707 ***********************************************************************
 TU1707  DESIGNATION -  PUU O HULU SOUTH
 TU1707  PID         -  TU1707
 TU1707  STATE/COUNTY-  HI/HONOLULU
 TU1707  USGS QUAD   -  WAIANAE (1983)
 TU1707
 TU1707                         *CURRENT SURVEY CONTROL
 TU1707  ___________________________________________________________________
 TU1707* NAD 83(1993)-  21 24 02.94585(N)    158 10 11.46286(W)     ADJUSTED  
 TU1707* LOCAL TIDAL -                                                        
 TU1707  ___________________________________________________________________
 TU1707  EPOCH DATE  -        1993.62
 TU1707  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 TU1707  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU1707
 TU1707  HORZ ORDER  -  THIRD
 TU1707
 TU1707.The horizontal coordinates were established by classical geodetic methods
 TU1707.and adjusted by the National Geodetic Survey in December 1998..
 TU1707.The horizontal coordinates are valid at the epoch date displayed above.
 TU1707.The epoch date for horizontal control is a decimal equivalence
 TU1707.of Year/Month/Day.
 TU1707
 TU1707
 TU1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1707
 TU1707.The geoid height was determined by GEOID03.
 TU1707
 TU1707;                    North         East     Units Scale Factor Converg.
 TU1707;SPC HI 3     -    25,934.706   482,388.277   MT  0.99999383   -0 03 43.1
 TU1707;UTM  04      - 2,366,735.813   586,046.213   MT  0.99969149   +0 18 10.6
 TU1707
 TU1707                          SUPERSEDED SURVEY CONTROL
 TU1707
 TU1707  NAD 83(1986)-  21 24 02.89418(N)    158 10 11.47586(W) AD(       ) 4
 TU1707  OLD HI      -  21 24 14.20700(N)    158 10 21.31400(W) AD(       ) 3
 TU1707
 TU1707.Superseded values are not recommended for survey control.
 TU1707.NGS no longer adjusts projects to the OLD HI datum.
 TU1707.See file dsdata.txt to determine how the superseded data were derived.
 TU1707
 TU1707_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8604666736(NAD 83)
 TU1707
 TU1707  HISTORY     - Date     Condition        Report By
 TU1707  HISTORY     - UNK      MONUMENTED
 TU1707  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1707
 TU1707                          STATION DESCRIPTION
 TU1707
 TU1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRP)
 TU1707'STATION IS GONE.  IT WAS 6.067 FEET FROM STATION PUU O HULU MAKAI,
 TU1707'IN AZIMUTH 336 DEG 10 MIN 54 SEC, AND THE HILL IN THAT VICINITY HAS
 TU1707'BEEN CUT DOWN, APPARENTLY DURING CONSTRUCTION OF THE MILITARY
 TU1707'INSTALLATIONS ON THE HILLTOP DURING WW2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3416 ***********************************************************************
 TU3416  DESIGNATION -  PUU O KAHANUI
 TU3416  PID         -  TU3416
 TU3416  STATE/COUNTY-  HI/MAUI
 TU3416  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3416
 TU3416                         *CURRENT SURVEY CONTROL
 TU3416  ___________________________________________________________________
 TU3416* NAD 83(1993)-  21 06 42.35959(N)    157 04 23.74172(W)     ADJUSTED  
 TU3416* LOCAL TIDAL -        41.47   (meters)     136.1    (feet)  LEVELING  
 TU3416  ___________________________________________________________________
 TU3416  EPOCH DATE  -        1993.62
 TU3416  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 TU3416  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3416
 TU3416  HORZ ORDER  -  SECOND
 TU3416  VERT ORDER  -  THIRD ?
 TU3416
 TU3416.The horizontal coordinates were established by classical geodetic methods
 TU3416.and adjusted by the National Geodetic Survey in December 1998..
 TU3416.The horizontal coordinates are valid at the epoch date displayed above.
 TU3416.The epoch date for horizontal control is a decimal equivalence
 TU3416.of Year/Month/Day.
 TU3416
 TU3416.The orthometric height was determined by differential leveling.
 TU3416.The vertical network tie was performed by a horz. field party for horz.
 TU3416.obs reductions. Reset procedures were used to establish the elevation.
 TU3416
 TU3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3416
 TU3416.The geoid height was determined by GEOID03.
 TU3416
 TU3416;                    North         East     Units Scale Factor Converg.
 TU3416;SPC HI 2     -    86,234.144   457,758.857   MT  0.99998871   -0 08 47.2
 TU3416;UTM  04      - 2,335,729.527   700,122.313   MT  1.00009493   +0 41 39.2
 TU3416
 TU3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3416!SPC HI 2     -   0.99999099  x   0.99998871  =   0.99997970
 TU3416!UTM  04      -   0.99999099  x   1.00009493  =   1.00008592
 TU3416
 TU3416:                Primary Azimuth Mark                     Grid Az
 TU3416:SPC HI 2     -  PUU LUAHINE                              073 03 17.5
 TU3416:UTM  04      -  PUU LUAHINE                              072 12 51.1
 TU3416
 TU3416|---------------------------------------------------------------------|
 TU3416| PID    Reference Object                     Distance      Geod. Az  |
 TU3416|                                                           dddmmss.s |
 TU3416| TU3393 PUU LUAHINE                         APPROX. 6.6 KM 0725430.3 |
 TU3416| TU3399 KAUNAKAKAI WIRELESS MAST            APPROX. 5.9 KM 1181746.7 |
 TU3416| TU3409 KAUNAKAKAI HARBOR SHACK             APPROX. 5.7 KM 1261912.5 |
 TU3416| CN6104 PUU O KAHANUI RM 1                    6.840 METERS 26614     |
 TU3416| CN6105 PUU O KAHANUI RM 2                   12.100 METERS 34943     |
 TU3416|---------------------------------------------------------------------|
 TU3416
 TU3416                          SUPERSEDED SURVEY CONTROL
 TU3416
 TU3416  NAD 83(1986)-  21 06 42.31551(N)    157 04 23.69218(W) AD(       ) 2
 TU3416  OLD HI      -  21 06 53.77100(N)    157 04 33.81500(W) AD(       ) 2
 TU3416
 TU3416.Superseded values are not recommended for survey control.
 TU3416.NGS no longer adjusts projects to the OLD HI datum.
 TU3416.See file dsdata.txt to determine how the superseded data were derived.
 TU3416
 TU3416_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0012235730(NAD 83)
 TU3416
 TU3416  HISTORY     - Date     Condition        Report By
 TU3416  HISTORY     - 1925     MONUMENTED       CGS
 TU3416  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3416  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3416  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3416
 TU3416                          STATION DESCRIPTION
 TU3416
 TU3416'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3416'ON SOUTHERN COAST OF MOLOKAI, ON A KNOLL 3-3/4 MILES WEST
 TU3416'ALONG COAST FROM KAUNAKAKAI WHARF, AND 1 MILE EAST OF THE
 TU3416'DEEP COVE WHERE SMALL MANGROVE IS PLANTED, 1,040 METERS UP FROM
 TU3416'THE SEA, AND 450 METERS ABOVE GOVERNMENT ROAD.  FROM THE
 TU3416'STATION THE END OF KAUNAKAKAI WHARF BEARS S. 65 DEGREES E. AND
 TU3416'A PROMINENT SQUARE HOUSE, RED, WITH PYRAMIDAL ROOF, LOCATED
 TU3416'DOWN ON THE BEACH AND BELONGING TO A NATIVE NAMED KAHINU OR
 TU3416'KANIHU BEARS S. 25 DEGREES W.  STATION IS ON AN OLD
 TU3416'GRAVE.  UNDERGROUND MARK IS A BOTTLE.  SURFACE MARK IS
 TU3416'CONCRETE POST 1 FOOT SQUARE, PROJECTING 1 FOOT ABOVE
 TU3416'SURFACE OF GROUND, WITH STANDARD UNITED STATES COAST AND
 TU3416'GEODETIC SURVEY BRONZE DISK IN TOP, NOTE 6 1/2.  OVER THE
 TU3416'MARK A SEMICIRCULAR CAIRN WAS ERECTED AND PAINTED WHITE.
 TU3416
 TU3416                          STATION RECOVERY (1930)
 TU3416
 TU3416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3416'STATION WAS RECOVERED AS DESCRIBED.  A LOOSE ROCK WALL ENCLOSURE
 TU3416'ABOUT 40- BY 25- BY 3-FT. HIGH, PROBABLY AN OLD NATIVE HOUSE
 TU3416'FOUNDATION, IS 30 M. S OF THE STATION.
 TU3416
 TU3416                          STATION RECOVERY (1962)
 TU3416
 TU3416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3416'STATION IS LOCATED ABOUT 3.75 MILES WESTNORTHWEST OF KAUNAKAKAI,
 TU3416'3 MILES SOUTHEAST OF THE MOLOKAI AIRPORT AND 0.75 MILE NORTH OF THE
 TU3416'SOUTH COAST OF MOLOKAI ISLAND, ON A LOW ROCKY KNOLL ON THE SOUTH
 TU3416'SLOPE OF ROLLING BRUSHY COUNTRY THAT RISES GRADUALLY TO THE
 TU3416'NORTH.  THE HIGHEST POINT OF LAND IS ABOUT 1/2 MILE NORTH OF THE
 TU3416'STATION.
 TU3416'
 TU3416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46
 TU3416'JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3416'HIGHWAY 46 FOR 2.6 MILES TO A REVERSE-Y ON LEFT.  TURN SHARP LEFT
 TU3416'AND GO 0.15 MILE ON OLD PAVED ROAD TO THE SECOND SIDE ROAD ON THE
 TU3416'RIGHT.  TURN RIGHT AND GO WEST 1.4 MILES TO A FORK AND CATTLE
 TU3416'GUARD, CROSS CATTLE GUARD AND GO 0.1 MILE TO A REVERSE-Y ON RIGHT.
 TU3416'ANGLE LEFT AND GO WEST FOR 0.2 MILE TO A POWER POLE WITH WHITE
 TU3416'PAINT ON IT, CONTINUE AHEAD FOR 0.05 MILE TO A POINT 50 FEET
 TU3416'BEFORE REACHING THE LAST POWER POLE ALONG ROAD.  AT A POINT MARKED
 TU3416'BY A TRIANGLE BLAZE ON KEAWE TREE GO RIGHT, OFF OF ROAD, AND
 TU3416'PICK WAY THROUGH TREES AND ROCKS NORTH FOR 0.25 TO STATION ON
 TU3416'ROCKY KNOLL.
 TU3416'
 TU3416'THE STATION IS A STANDARD DISK UNSTAMPED, SET IN THE TOP OF A 6 IN
 TU3416'CONCRETE POST THAT PROJECTS 18 INCHES, 3.9 FEET SOUTHWEST OF A WHITE
 TU3416'WITNESS POST AND IS NEAR THE CENTER OF A LERGE PILE OF ROCKS.
 TU3416'
 TU3416'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, PUU O KAHANUI
 TU3416'NO 1 1925 1962, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT
 TU3416'PROJECTS ABOUT 18 INCHES AND ABOUT 1-1/2 FOOT LOWER THAN THE
 TU3416'STATION.
 TU3416'
 TU3416'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, PUU O KAHANUI
 TU3416'NO 1, 1925 1962, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT
 TU3416'PROJECTS 1 FOOT AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 TU3416'
 TU3416'STATION PUU LUAHIKE CAN BE USED AS THE AZIMUTH MARK.
 TU3416
 TU3416                          STATION RECOVERY (1967)
 TU3416
 TU3416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3416'STATION AND ALL REFERENCE MARKS RECOVERED AS DESCRIBED.
 TU3416'
 TU3416'DESCRIPTION ADEQUATE AND CORRECT.
 TU3416'
 TU3416'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3416'3.75 WEST NORTH WEST OF KAUNAKAKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2773 ***********************************************************************
 TU2773  DESIGNATION -  PUU O KAHAULA HIGS 1950
 TU2773  PID         -  TU2773
 TU2773  STATE/COUNTY-  HI/MAUI
 TU2773  USGS QUAD   -  HANA (1983)
 TU2773
 TU2773                         *CURRENT SURVEY CONTROL
 TU2773  ___________________________________________________________________
 TU2773* NAD 83(1993)-  20 45 18.35801(N)    155 59 43.33069(W)     ADJUSTED  
 TU2773* LOCAL TIDAL -       166.2    (meters)     545.     (feet)  VERT ANG  
 TU2773  ___________________________________________________________________
 TU2773  EPOCH DATE  -        1993.62
 TU2773  LAPLACE CORR-         -15.63  (seconds)                    DEFLEC99
 TU2773  GEOID HEIGHT-          14.39  (meters)                     GEOID03
 TU2773
 TU2773  HORZ ORDER  -  FIRST
 TU2773
 TU2773.The horizontal coordinates were established by classical geodetic methods
 TU2773.and adjusted by the National Geodetic Survey in December 1998..
 TU2773.The horizontal coordinates are valid at the epoch date displayed above.
 TU2773.The epoch date for horizontal control is a decimal equivalence
 TU2773.of Year/Month/Day.
 TU2773
 TU2773.The orthometric height was determined by vertical angle observations.
 TU2773
 TU2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2773
 TU2773.The geoid height was determined by GEOID03.
 TU2773
 TU2773;                    North         East     Units Scale Factor Converg.
 TU2773;SPC HI 2     -    46,837.790   569,907.109   MT  1.00002704   +0 14 16.4
 TU2773;UTM  05      - 2,297,935.391   188,082.702   MT  1.00080257   -1 03 44.4
 TU2773;UTM  04      - 2,297,953.313   812,882.313   MT  1.00081002   +1 03 56.3
 TU2773
 TU2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2773!SPC HI 2     -   0.99997162  x   1.00002704  =   0.99999865
 TU2773!UTM  05      -   0.99997162  x   1.00080257  =   1.00077416
 TU2773!UTM  04      -   0.99997162  x   1.00081002  =   1.00078161
 TU2773
 TU2773:                Primary Azimuth Mark                     Grid Az
 TU2773:SPC HI 2     -  KAUIKI HEAD LIGHT                        082 05 47.5
 TU2773:UTM  05      -  KAUIKI HEAD LIGHT                        083 23 48.3
 TU2773:UTM  04      -  KAUIKI HEAD LIGHT                        081 16 07.6
 TU2773
 TU2773|---------------------------------------------------------------------|
 TU2773| PID    Reference Object                     Distance      Geod. Az  |
 TU2773|                                                           dddmmss.s |
 TU2773| TU2770 KAUIKI HEAD LIGHT                   APPROX. 1.7 KM 0822003.9 |
 TU2773|---------------------------------------------------------------------|
 TU2773
 TU2773                          SUPERSEDED SURVEY CONTROL
 TU2773
 TU2773  NAD 83(1986)-  20 45 18.32545(N)    155 59 43.34905(W) AD(       ) 1
 TU2773  OLD HI      -  20 45 29.84800(N)    155 59 53.41500(W) AD(       ) 1
 TU2773
 TU2773.Superseded values are not recommended for survey control.
 TU2773.NGS no longer adjusts projects to the OLD HI datum.
 TU2773.See file dsdata.txt to determine how the superseded data were derived.
 TU2773
 TU2773_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8808397935(NAD 83)
 TU2773
 TU2773  HISTORY     - Date     Condition        Report By
 TU2773  HISTORY     - 1950     MONUMENTED       HITS
 TU2773  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2773  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2773
 TU2773                          STATION DESCRIPTION
 TU2773
 TU2773'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1950 (CTH)
 TU2773'LOCATED NEAR THE EASTERN TIP OF EAST MAUI, HANA DISTRICT, ON HANA
 TU2773'RANCH PROPERTY, ON THE SUMMIT OF PUU OKAHAULA, A TWIN TOPPED HILL
 TU2773'ABOUT 3000 FEET WEST OF THE VILLAGE OF HANA.  STATION IS ON THE
 TU2773'MOST PROMINENT TOP WHICH IS THE TOP NEAREST THE OCEAN.
 TU2773'
 TU2773'STATION WAS DESCRIBED BY THE HAWAIIAN TERRITORY SURVEY (V.S.
 TU2773'SEWARD) IN 1929 AS.  -3/4 INCH GALVANIZED IRON PIPE SET IN CONCRETE
 TU2773'PIER.  TOP OF PIER 4 INCHES BELOW THE SURFACE OF THE GROUND AND
 TU2773'COVERED WITH ONE INCH OF SOIL OVER WHICH WAS BUILT A TYPE B
 TU2773'HAWAIIAN TERRITORY SURVEY MONUMENT.
 TU2773'
 TU2773'THE CENTER OF TARGET HOLDER IN MONUMENT WAS USED AS STATION.
 TU2773'
 TU2773'TO REACH FROM THE HANA RANCH HEADQUARTERS--GO NORTHERLY ON TRACK
 TU2773'ROAD FROM POWER PLANT AND ICE HOUSE, PASS THROUGH TWO BOARD GATES,
 TU2773'TURN LEFT AND FOLLOW RANCH ROADS THAT CIRCLE HILL TO SUMMIT AND
 TU2773'STATION.
 TU2773'
 TU2773'HEIGHT OF LIGHT ABOVE STATION MARK 1.73 METERS.
 TU2773
 TU2773                          STATION RECOVERY (1968)
 TU2773
 TU2773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2773'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 1/2-MILE
 TU2773'WEST OF HANA, ON THE SUMMIT OF PUU O KAHAULA, A GRASSY HILL OF ABOUT
 TU2773'545 FEET ELEVATION IN PASTURE LAND OF HANA RANCH.  THERE IS A LARGE
 TU2773'STONE CROSS ON THE SLIGHTLY LOWER POINT OF THE HILL TO EAST OF
 TU2773'STATION.
 TU2773'
 TU2773'TO REACH STATION FROM THE POST OFFICE IN HANA, GO NORTH ON THE MAIN
 TU2773'ROAD FOR 0.25 MILE TO MACADAM ROAD LEFT, IN FRONT OF THE HANA MAUI
 TU2773'HOTEL.  TURN LEFT AND FOLLOW ROAD UP THROUGH PASTURE FOR 0.55 MILE
 TU2773'TO SOUTHEAST SIDE OF HILL.  PACK ABOUT 100 YARDS TO TOP AND
 TU2773'STATION.
 TU2773'
 TU2773'STATION IS MARKED BY A TYPE B SIGNAL, A 6-FOOT-SQUARE, CONCRETE
 TU2773'PLATFORM FLUSH WITH GROUND, WITH A 12-INCH-SQUARE, CONCRETE PIER
 TU2773'2 FEET TALL, IN ITS CENTER, WHICH HOLDS A REMOVEABLE RED AND
 TU2773'WHITE METAL TARGET.
 TU2773
 TU2773                          STATION RECOVERY (1978)
 TU2773
 TU2773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 TU2773'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU2773'R.C. MUNSON IN 1968.
 TU2773'
 TU2773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2773'HANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3460 ***********************************************************************
 TU3460  DESIGNATION -  PUU O KAIAKA RESET
 TU3460  PID         -  TU3460
 TU3460  STATE/COUNTY-  HI/MAUI
 TU3460  USGS QUAD   -  ILIO POINT (1993)
 TU3460
 TU3460                         *CURRENT SURVEY CONTROL
 TU3460  ___________________________________________________________________
 TU3460* NAD 83(1993)-  21 10 52.48932(N)    157 15 03.48904(W)     ADJUSTED  
 TU3460* LOCAL TIDAL -        34.74   (meters)     114.0    (feet)  LEVELING  
 TU3460  ___________________________________________________________________
 TU3460  EPOCH DATE  -        1993.62
 TU3460  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 TU3460  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU3460
 TU3460  HORZ ORDER  -  SECOND
 TU3460  VERT ORDER  -  THIRD ?
 TU3460
 TU3460.The horizontal coordinates were established by classical geodetic methods
 TU3460.and adjusted by the National Geodetic Survey in December 1998..
 TU3460.The horizontal coordinates are valid at the epoch date displayed above.
 TU3460.The epoch date for horizontal control is a decimal equivalence
 TU3460.of Year/Month/Day.
 TU3460
 TU3460.The orthometric height was determined by differential leveling.
 TU3460.The vertical network tie was performed by a horz. field party for horz.
 TU3460.obs reductions. Reset procedures were used to establish the elevation.
 TU3460
 TU3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3460
 TU3460.The geoid height was determined by GEOID03.
 TU3460
 TU3460;                    North         East     Units Scale Factor Converg.
 TU3460;SPC HI 2     -    93,984.495   439,324.715   MT  1.00001214   -0 12 40.1
 TU3460;UTM  04      - 2,343,208.540   681,575.332   MT  1.00000743   +0 37 55.7
 TU3460
 TU3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3460!SPC HI 2     -   0.99999213  x   1.00001214  =   1.00000427
 TU3460!UTM  04      -   0.99999213  x   1.00000743  =   0.99999956
 TU3460
 TU3460|---------------------------------------------------------------------|
 TU3460| PID    Reference Object                     Distance      Geod. Az  |
 TU3460|                                                           dddmmss.s |
 TU3460| CN6106 PUU O KAIAKA RM 1                     4.752 METERS 18649     |
 TU3460| CN6107 PUU O KAIAKA RM 2                     4.602 METERS 30836     |
 TU3460| TU3464 ILIO PT COAST GUARD LORAN MAST      APPROX. 3.9 KM 3515540.1 |
 TU3460|---------------------------------------------------------------------|
 TU3460
 TU3460                          SUPERSEDED SURVEY CONTROL
 TU3460
 TU3460  NAD 83(1986)-  21 10 52.44793(N)    157 15 03.44422(W) AD(       ) 2
 TU3460  OLD HI      -  21 11 03.90300(N)    157 15 13.58800(W) AD(       ) 2
 TU3460
 TU3460.Superseded values are not recommended for survey control.
 TU3460.NGS no longer adjusts projects to the OLD HI datum.
 TU3460.See file dsdata.txt to determine how the superseded data were derived.
 TU3460
 TU3460_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8157543209(NAD 83)
 TU3460_MARKER: Z = SEE DESCRIPTION
 TU3460_SETTING: 0 = UNSPECIFIED SETTING
 TU3460
 TU3460  HISTORY     - Date     Condition        Report By
 TU3460  HISTORY     - 1925     MONUMENTED       CGS
 TU3460  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3460  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3460  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3460  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3460  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3460
 TU3460                          STATION DESCRIPTION
 TU3460
 TU3460'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3460'ON WESTERN COAST OF MOLOKAI, ON THE MOST SOUTHERLY OF TWO 100-FOOT
 TU3460'KNOBS ABOUT 60 METERS APART ON HILL OF SAME NAME, ABOUT 2-1/2 MILES
 TU3460'SOUTH OF ILIO POINT, AND AT NORTHEAST END OF BEACH 2 MILES LONG.  A
 TU3460'DERRICK AND LOADING PLATFORM FOR THE NEAR-BY PINEAPPLE PLANTATION
 TU3460'IS LOCATED ON THE WESTERN EXTREMITY OF THE SAME HILL.  STATION IS
 TU3460'AT THE SEAWARD OR WEST END OF A STONE INCLOSURE (FISH LOOKOUT)
 TU3460'ABOUT 20 BY 30 FEET IN SIZE.  NO CENTER MARK WAS FOUND IN 1915,
 TU3460'BUT THE THREE REFERENCE CROSSES WERE FOUND, AND A RING OF
 TU3460'PAINT PLACED AROUND EACH.  THESE MARKS WERE AT THE FOLLOWING
 TU3460'DISTANCES FROM STATION--NO.1, TO NORTH, 3 FEET.  NO. 2, TO EAST
 TU3460'AND AT END OF STONE WALL, 5 FEET.  AND NO. 3, TO WEST, 5 FEET.
 TU3460'THE DISTANCES BETWEEN REFERENCE MARKS WERE AS FOLLOWS--NOS. 1 TO
 TU3460'2, 7.1 FEET.  NOS. 2 TO 3, 7.9 FEET.  AND NOS. 3 TO
 TU3460'1, 8 FEET.  PAINT WAS PLACED ON CORNER OF WALL TO SERVE AS
 TU3460'HYDROGRAPHIC SIGNAL.  IN 1925 THE THREE REFERENCE MARKS WERE
 TU3460'RECOVERED, BUT THE DISTANCES BETWEEN THEM DID NOT AGREE WITH
 TU3460'THE DISTANCES GIVEN IN THE EARLIER DESCRIPTIONS, THE NEW
 TU3460'DISTANCES BEING AS FOLLOWS--NOS. 1 TO 2, 7.09 FEET.  NOS. 2
 TU3460'TO 3, 8.14 FEET.  AND NOS. 3 TO 1, 7.21 FEET.  A NEW MARK PUT IN
 TU3460'CONSISTED OF A STANDARD UNITED STATES COAST AND GEODETIC
 TU3460'SURVEY BRONZE DISK, STAMPED 1925, AND SET IN A MASS OF
 TU3460'CONCRETE, BED ROCK, AND BOWLDERS.  ITS DISTANCES FROM THE REFERENCE
 TU3460'MARKS ARE AS FOLLOWS--NO. 1, 3.0 FEET.  NO. 2, 5.01 FEET.  AND
 TU3460'NO. 3, 4.96 FEET.
 TU3460
 TU3460                          STATION RECOVERY (1929)
 TU3460
 TU3460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3460'THIS STATION WAS RECOVERED AND CONFORMS WITH THE DESCRIPTION IN
 TU3460'EVERY DETAIL EXCEPT THAT THE DERRICK, MENTIONED, NO LONGER STANDS
 TU3460'ON THE LOADING PLATFORM.
 TU3460
 TU3460                          STATION RECOVERY (1930)
 TU3460
 TU3460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3460'STATION IS ON THE W COAST OF MOLOKAI ISLAND.  IT WAS RECOVERED AS
 TU3460'DESCRIBED.  BOULDERS ARE AROUND THE END OF THE WALL WHITEWASHED FOR
 TU3460'A SIGNAL.
 TU3460
 TU3460                          STATION RECOVERY (1950)
 TU3460
 TU3460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3460'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  ALL
 TU3460'REFERENCE MARKS ARE CROSSES CUT ON STONE.
 TU3460'
 TU3460'STATION IS LOCATED ON PROPERTY OF THE MOLOKAI RANCH, AND A KEY TO
 TU3460'LOCKED GATES MUST BE PROCURED FROM THEIR OFFICE.
 TU3460
 TU3460                          STATION RECOVERY (1962)
 TU3460
 TU3460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3460'THE STATION IS LOCATED ON THE WESTERN COAST OF MOLOKAI, 2.5 MILES
 TU3460'SOUTH OF THE COAST GUARD STATION, ON THE MOST SOUTHERLY OF TWO 100
 TU3460'FOOT KNOBS ABOUT 200 FEET APART.  STATION IS AT THE WEST END OF A
 TU3460'STONE ENCLOSURE ABOUT 20 BY 30 FEET IN SIZE.
 TU3460'
 TU3460'TO REACH THE STATION FROM THE POST OFFICE IN MAUNA LOA, GO WEST
 TU3460'ON STATE HIGHWAY 46 FOR 0.25 MILE TO A GRADED ROAD ON THE
 TU3460'LEFT.  TURN LEFT AND GO SOUTHWEST FOR 1.0 MILE TO A
 TU3460'T-JUNCTION.  TURN RIGHT AND GO 0.4 MILE TO A FORK.  TAKE RIGHT
 TU3460'FORK AND GO 0.25 MILE TO STATION POHAKULOA ON THE RIGHT.
 TU3460'CONTINUE WESTERLY FOR 1.05 MILES, CROSS WASH AND CONTINUE ON
 TU3460'GRADED ROAD FOR 0.5 MILE ALONG FENCE TO A LOCKED GATE.  PASS
 TU3460'THROUGH GATE AND CONTINUE WESTERLY FOR 0.4 MILE TO A SAND
 TU3460'ROAD.  TURN RIGHT ON SAND ROAD AND GO 1.7 MILES TO A FORK, TURN
 TU3460'RIGHT AND GO 1.2 MILES TO A FORK, KEEP RIGHT FORK AND CONTINUE
 TU3460'ON TRACK ROAD FOR 1.3 MILES TO A BOARD GATE, JUST AFTER PASSING
 TU3460'A WATER TANK, PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR
 TU3460'0.7 MILE TO A TRACK ROAD ON THE LEFT, TURN LEFT AND FOLLOW
 TU3460'TRACK ROAD AND WASH FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.
 TU3460'FROM HERE PACK UP THE HILL WEST AND SOUTHWEST FOR ABOUT 5 MINUTES.
 TU3460'
 TU3460'THE STATION IS A STANDARD DISK STAMPED 1925 SET IN THE TOP OF A
 TU3460'CONCRETE POST THAT PROJECTS 1 INCH.  IN THE SOUTH-WEST CORNER OF A
 TU3460'ROCK WALL THAT WAS USED AS A FISH LOOKOUT.
 TU3460'
 TU3460'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED, PUU O KAIAKA
 TU3460'NO 1 1915 1925 1962, CEMENTED IN A LARGER BOULDER THAT IS ABOUT 3
 TU3460'FEET LOWER THAN THE STATION.
 TU3460'
 TU3460'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED, PUU O KAIAKA
 TU3460'NO 2 1915 1925 1962, CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 TU3460'PROJECTS 6 INCHES AND ABOUT 2 FEET LOWER THAN THE STATION.
 TU3460
 TU3460                          STATION RECOVERY (1967)
 TU3460
 TU3460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3460'STATION HAS BEEN BULLDOZED OVER.  R.M. 1 MAY HAVE BEEN MOVED BY
 TU3460'BULLDOZER.  STATION IS ASSUMED TO BE DESTROYED.
 TU3460'
 TU3460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3460'6 MILES N.W. OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2907 ***********************************************************************
 TU2907  DESIGNATION -  PUU O KALI 1879
 TU2907  PID         -  TU2907
 TU2907  STATE/COUNTY-  HI/MAUI
 TU2907  USGS QUAD   -  PUU O KALI (1992)
 TU2907
 TU2907                         *CURRENT SURVEY CONTROL
 TU2907  ___________________________________________________________________
 TU2907* NAD 83(1993)-  20 43 50.43224(N)    156 23 11.42847(W)     ADJUSTED  
 TU2907* LOCAL TIDAL -       451.5    (meters)    1481.     (feet)  VERT ANG  
 TU2907  ___________________________________________________________________
 TU2907  EPOCH DATE  -        1993.62
 TU2907  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 TU2907  GEOID HEIGHT-          16.98  (meters)                     GEOID03
 TU2907
 TU2907  HORZ ORDER  -  THIRD
 TU2907
 TU2907.The horizontal coordinates were established by classical geodetic methods
 TU2907.and adjusted by the National Geodetic Survey in December 1998..
 TU2907.The horizontal coordinates are valid at the epoch date displayed above.
 TU2907.The epoch date for horizontal control is a decimal equivalence
 TU2907.of Year/Month/Day.
 TU2907
 TU2907.The orthometric height was determined by vertical angle observations.
 TU2907
 TU2907.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2907
 TU2907.The geoid height was determined by GEOID03.
 TU2907
 TU2907;                    North         East     Units Scale Factor Converg.
 TU2907;SPC HI 2     -    44,013.950   529,179.264   MT  0.99997718   +0 05 57.0
 TU2907;UTM  04      - 2,294,539.587   772,172.597   MT  1.00051559   +0 55 32.5
 TU2907
 TU2907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2907!SPC HI 2     -   0.99992637  x   0.99997718  =   0.99990355
 TU2907!UTM  04      -   0.99992637  x   1.00051559  =   1.00044192
 TU2907
 TU2907:                Primary Azimuth Mark                     Grid Az
 TU2907:SPC HI 2     -  WAIAKOA HOLY GHOST CATH CHURCH           059 53 57.0
 TU2907:UTM  04      -  WAIAKOA HOLY GHOST CATH CHURCH           059 04 21.5
 TU2907
 TU2907|---------------------------------------------------------------------|
 TU2907| PID    Reference Object                     Distance      Geod. Az  |
 TU2907|                                                           dddmmss.s |
 TU2907| TU2966 WAIAKOA HOLY GHOST CATH CHURCH      APPROX. 7.1 KM 0595954.0 |
 TU2907| TU2869 KEOKEA KULA SANITORIUM LT ROD       APPROX. 4.4 KM 1365147.2 |
 TU2907|---------------------------------------------------------------------|
 TU2907
 TU2907                          SUPERSEDED SURVEY CONTROL
 TU2907
 TU2907  NAD 83(1986)-  20 43 50.39990(N)    156 23 11.42152(W) AD(       ) 3
 TU2907  OLD HI      -  20 44 01.90500(N)    156 23 21.55900(W) AD(       ) 3
 TU2907
 TU2907.Superseded values are not recommended for survey control.
 TU2907.NGS no longer adjusts projects to the OLD HI datum.
 TU2907.See file dsdata.txt to determine how the superseded data were derived.
 TU2907
 TU2907_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7217394540(NAD 83)
 TU2907
 TU2907  HISTORY     - Date     Condition        Report By
 TU2907  HISTORY     - 1879     MONUMENTED       CGS
 TU2907  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2907  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2907
 TU2907                          STATION DESCRIPTION
 TU2907
 TU2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2907'STATION RECOVERED AS DESCRIBED--IN THE WESTERN PART OF EAST
 TU2907'MAUI, IN KULA DISTRICT, ON THE BOUNDARY BETWEEN WAOIHULI AND
 TU2907'KEOKEA, AND ON THE SOUTH SIDE OF THE CRATER OF PUU O
 TU2907'KALI.  MARKED BY CONCRETE POST.
 TU2907'
 TU2907'IN 1929 THE STATION WAS REMARKED BY HAWAII TERRITORY SURVEY,
 TU2907'V.S. SEWARD, WITH A TYPE B MONUMENT.  THE CENTER OF THE 2-1/2
 TU2907'INCH IRON PIPE TARGET HOLDER WAS USED AS THE STATION.
 TU2907'
 TU2907'TO REACH FROM THE WAIAKOA POST OFFICE--GO SOUTH ON KULA ROAD
 TU2907'FOR 1.3 MILES, TURN RIGHT ACROSS CATTLE GUARD AND FOLLOW
 TU2907'BLADED ROAD DOWN HILL FOR 2.4 MILES, TURN LEFT THROUGH BOARD GATE
 TU2907'JUST EAST OF A CORRAL AND GO SOUTHWESTERLY ON MAIN TRACK ROAD FOR
 TU2907'2.1 MILES.  TURN RIGHT ACROSS COUNTRY AND DRIVE TO TOP OF CRATER
 TU2907'AT EAST END AND STATION AT FENCE LINE.
 TU2907
 TU2907                          STATION RECOVERY (1968)
 TU2907
 TU2907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2907'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2907'FOLLOWS--
 TU2907'
 TU2907'STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF
 TU2907'KEOKEA VILLAGE, 4-1/4 MILES EAST OF KALAMA PARK, AND 6 MILES
 TU2907'SOUTHEAST OF THE KIHEI POST OFFICE, AT ABOUT 1481 FEET ELEVATION,
 TU2907'ON THE SOUTH RIM OF PUU O KALI CRATER, A PROMINENT, RED-COLORED,
 TU2907'FLAT HILL, ON THE BOUNDARY LINE BETWEEN WAIOHULI AND KEOKEA.
 TU2907'
 TU2907'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2907'STATE HIGHWAY 31 FOR 1.1 MILES.  TURN LEFT ONTO KAONOULU STREET,
 TU2907'AT SOUTH SIDE OF MAUI LU RESORT, AND GO 0.2 MILE TO BOARD GATE
 TU2907'ON RIGHT.  PASS THROUGH GATE AND FOLLOW THE MAIN TRACK ROAD
 TU2907'EASTERLY FOR 2.6 MILES TO FORK.  TAKE RIGHT FORK AND GO 3.6
 TU2907'MILES TO BOARD GATE AT NORTHEAST CORNER OF A CORRAL.  PASS
 TU2907'THROUGH GATE AND CONTINUE FOR 50 FEET TO SECOND BOARD GATE ON
 TU2907'RIGHT.  PASS THROUGH THIS GATE AND FOLLOW TRACK ROAD SOUTHERLY
 TU2907'FOR 1.05 MILES TO BOARD GATE.  PASS THROUGH GATE, CROSS
 TU2907'RAVINE JUST ABOVE VERY DEEP DROP AND GO 0.05 MILE TO SECOND GATE.
 TU2907'PASS THROUGH GATE AND CONTINUE ON DIM TRACK ROAD FOR 0.7
 TU2907'MILE TO FORK.  TAKE RIGHT FORK AND GO 0.4 MILE TO BASE OF
 TU2907'RED HILL ON RIGHT.  TURN BACK TO RIGHT AND GO 0.1 MILE
 TU2907'THROUGH TREES TO EAST BASE OF RIM, THEN GO LEFT UP ONTO
 TU2907'RIM AND GO SOUTHERLY FOR 0.1 MILE TO FENCE LINE AND STATION.
 TU2907'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED.
 TU2907'
 TU2907'STATION IS MARKED BY A TYPE B SIGNAL, A 6-FOOT-SQUARE, CONCRETE
 TU2907'PLATFORM FLUSH WITH GROUND AND WITH A 12 X 12-INCH CONCRETE PIER
 TU2907'EXTENDING 26 INCHES ABOVE ITS CENTER.  A 2-1/2-INCH IRON PIPE IN
 TU2907'THE CENTER OF THE PIER HOLDS A REMOVABLE, RED AND WHITE METAL
 TU2907'TARGET THAT EXTENDS 9 FEET ABOVE THE PLATFORM.  STATION IS 4 FEET
 TU2907'EAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3381 ***********************************************************************
 TU3381  DESIGNATION -  PUU O KAMAO
 TU3381  PID         -  TU3381
 TU3381  STATE/COUNTY-  HI/MAUI
 TU3381  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3381
 TU3381                         *CURRENT SURVEY CONTROL
 TU3381  ___________________________________________________________________
 TU3381* NAD 83(1993)-  21 10 31.67695(N)    157 01 37.12930(W)     ADJUSTED  
 TU3381* LOCAL TIDAL -       335.     (meters)    1099.     (feet)  SCALED    
 TU3381  ___________________________________________________________________
 TU3381  EPOCH DATE  -        1993.62
 TU3381  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 TU3381  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU3381
 TU3381  HORZ ORDER  -  THIRD
 TU3381
 TU3381.The horizontal coordinates were established by classical geodetic methods
 TU3381.and adjusted by the National Geodetic Survey in December 1998..
 TU3381.The horizontal coordinates are valid at the epoch date displayed above.
 TU3381.The epoch date for horizontal control is a decimal equivalence
 TU3381.of Year/Month/Day.
 TU3381
 TU3381.The orthometric height was scaled from a topographic map.
 TU3381
 TU3381.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3381
 TU3381.The geoid height was determined by GEOID03.
 TU3381
 TU3381;                    North         East     Units Scale Factor Converg.
 TU3381;SPC HI 2     -    93,275.135   462,583.061   MT  0.99998396   -0 07 48.6
 TU3381;UTM  04      - 2,342,841.497   704,843.110   MT  1.00011855   +0 42 46.6
 TU3381
 TU3381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3381!SPC HI 2     -   0.99994494  x   0.99998396  =   0.99992890
 TU3381!UTM  04      -   0.99994494  x   1.00011855  =   1.00006348
 TU3381
 TU3381:                Primary Azimuth Mark                     Grid Az
 TU3381:SPC HI 2     -  PUU OLELO                                102 22 19.3
 TU3381:UTM  04      -  PUU OLELO                                101 31 44.1
 TU3381
 TU3381|---------------------------------------------------------------------|
 TU3381| PID    Reference Object                     Distance      Geod. Az  |
 TU3381|                                                           dddmmss.s |
 TU3381| TU3371 PUU OLELO                           APPROX. 4.5 KM 1021430.7 |
 TU3381|---------------------------------------------------------------------|
 TU3381
 TU3381                          SUPERSEDED SURVEY CONTROL
 TU3381
 TU3381  NAD 83(1986)-  21 10 31.63459(N)    157 01 37.07848(W) AD(       ) 3
 TU3381  OLD HI      -  21 10 43.11000(N)    157 01 47.16000(W) AD(       ) 3
 TU3381
 TU3381.Superseded values are not recommended for survey control.
 TU3381.NGS no longer adjusts projects to the OLD HI datum.
 TU3381.See file dsdata.txt to determine how the superseded data were derived.
 TU3381
 TU3381_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0484342841(NAD 83)
 TU3381
 TU3381  HISTORY     - Date     Condition        Report By
 TU3381  HISTORY     - UNK      MONUMENTED
 TU3381  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3381  HISTORY     - 1967     SEE DESCRIPTION  USGS
 TU3381
 TU3381                          STATION DESCRIPTION
 TU3381
 TU3381'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3381'THE LOCATION OF THIS STATION WAS ON A GRASSY, ROUND-TOPPED
 TU3381'HILL.  A SEARCH WAS MADE BUT NO MARK OF ANY KIND WAS
 TU3381'RECOVERED.  STATION IS PRESUMED TO BE DESTROYED.
 TU3381
 TU3381                          STATION RECOVERY (1967)
 TU3381
 TU3381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 TU3381'STATION IS SHOWN ON 1952 KAUNAKAKAI QUADRANGLE MAP ON A HILL
 TU3381'NAMED PUU KAMOO, BUT NOT SHOWN ON THE 1--62,500 MAP.
 TU3381'
 TU3381'AN IRON PIPE WAS REPORTED TO HAVE MARKED THE POINT IN 1952, BUT
 TU3381'NO MARK COULD BE FOUND IN 1962.  STATION ASSUMED TO BE LOST.
 TU3381'
 TU3381'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3381'ABOUT 1-1/2 MILES W OF KALAUPAPA LOOKOUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2466 ***********************************************************************
 TU2466  DESIGNATION -  PUU O KAMAOA
 TU2466  PID         -  TU2466
 TU2466  STATE/COUNTY-  HI/HAWAII
 TU2466  USGS QUAD   -  POHUE BAY (1995)
 TU2466
 TU2466                         *CURRENT SURVEY CONTROL
 TU2466  ___________________________________________________________________
 TU2466* NAD 83(1993)-  19 04 44.02037(N)    155 45 31.85725(W)     ADJUSTED  
 TU2466* LOCAL TIDAL -       611.9    (meters)    2008.     (feet)  VERT ANG  
 TU2466  ___________________________________________________________________
 TU2466  EPOCH DATE  -        1993.62
 TU2466  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 TU2466  GEOID HEIGHT-          18.35  (meters)                     GEOID03
 TU2466
 TU2466  HORZ ORDER  -  SECOND
 TU2466
 TU2466.The horizontal coordinates were established by classical geodetic methods
 TU2466.and adjusted by the National Geodetic Survey in December 1998..
 TU2466.The horizontal coordinates are valid at the epoch date displayed above.
 TU2466.The epoch date for horizontal control is a decimal equivalence
 TU2466.of Year/Month/Day.
 TU2466
 TU2466.The orthometric height was determined by vertical angle observations.
 TU2466
 TU2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2466
 TU2466.The geoid height was determined by GEOID03.
 TU2466
 TU2466;                    North         East     Units Scale Factor Converg.
 TU2466;SPC HI 1     -    27,200.759   472,758.949   MT  0.99997584   -0 05 04.6
 TU2466;UTM  05      - 2,111,842.935   209,679.718   MT  1.00064203   -0 54 08.7
 TU2466
 TU2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2466!SPC HI 1     -   0.99990093  x   0.99997584  =   0.99987678
 TU2466!UTM  05      -   0.99990093  x   1.00064203  =   1.00054290
 TU2466
 TU2466|---------------------------------------------------------------------|
 TU2466| PID    Reference Object                     Distance      Geod. Az  |
 TU2466|                                                           dddmmss.s |
 TU2466| CN6108 PUU O KAMAOA RM 1                    21.148 METERS 15814     |
 TU2466| TU2468 PUU KI RESET                        APPROX. 8.9 KM 2033636.4 |
 TU2466| CN6109 PUU O KAMAOA RM 2                    39.855 METERS 24724     |
 TU2466|---------------------------------------------------------------------|
 TU2466
 TU2466                          SUPERSEDED SURVEY CONTROL
 TU2466
 TU2466  NAD 83(1986)-  19 04 44.01462(N)    155 45 31.90350(W) AD(       ) 2
 TU2466  OLD HI      -  19 04 54.83300(N)    155 45 41.93800(W) AD(       ) 2
 TU2466
 TU2466.Superseded values are not recommended for survey control.
 TU2466.NGS no longer adjusts projects to the OLD HI datum.
 TU2466.See file dsdata.txt to determine how the superseded data were derived.
 TU2466
 TU2466_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0968011843(NAD 83)
 TU2466
 TU2466  HISTORY     - Date     Condition        Report By
 TU2466  HISTORY     - 1948     MONUMENTED       HITS
 TU2466  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2466  HISTORY     - 1979     GOOD             NOS
 TU2466
 TU2466                          STATION DESCRIPTION
 TU2466
 TU2466'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2466'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF MILOLII,
 TU2466'ABOUT 10 MILES WEST OF WAIOHINU, ABOUT 1 MILE WEST OF THE LAVA
 TU2466'FLOW OF 1907, ABOUT 200 YARDS EAST OF A SHED, 41.4 FEET
 TU2466'SOUTHWEST OF THE CENTER OF A ROAD, 30 FEET SOUTH OF TELEPHONE
 TU2466'POLE NUMBER 230 AND 18 FEET SOUTHWEST OF A ROCK WALL.
 TU2466'
 TU2466'TO REACH FROM THE SCHOOL HOUSE IN WAIOHINU.  GO NORTHERLY ON
 TU2466'THE ROAD WHICH LEADS TOWARD CAPTAIN COOK, FOR 11.0 MILES TO THE
 TU2466'STATION ON THE LEFT HAND SIDE OF THE ROAD.
 TU2466'
 TU2466'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2466'PROJECTS 0.7 METER FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2466'CONCRETE WHICH IS ABOUT 7 FEET ON EACH SIDE AND PROJECTS ABOUT
 TU2466'6 INCHES ABOVE THE SURROUNDING ROCK.
 TU2466'
 TU2466'THE HAWAII TERRITORY SURVEY REPORTS THE PRESENT STATION, 2-1/2
 TU2466'INCH PIPE, CENTERED OVER A RUSTED IRON BOLT DRIVEN INTO SOLID
 TU2466'PAHOEHOE.  STATION KAHUKU SE BASE IS SUITABLY LOCATED FOR AN
 TU2466'AZIMUTH.
 TU2466
 TU2466                          STATION RECOVERY (1967)
 TU2466
 TU2466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2466'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2466'FOLLOWS--
 TU2466'
 TU2466'STATION IS LOCATED ABOUT 11-1/2 MILES WEST OF NAALEHU, ALONG
 TU2466'THE SOUTHWEST SIDE OF STATE HIGHWAY 11, 0.1 MILE NORTHWEST OF
 TU2466'THE INTERSECTION OF KING KAMEHAMEHA BLVD., AT ABOUT 2005 FEET
 TU2466'ELEVATION, ON AN OPEN KNOLL IN PASTURE LAND, AT TOP OF HIGHWAY
 TU2466'GRADE.
 TU2466'
 TU2466'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST
 TU2466'ON STATE HIGHWAY 11 FOR 5.7 MILES TO THE SOUTH POINT
 TU2466'ROAD.  CONTINUE AHEAD ON THE HIGHWAY FOR 6.6 MILES TO KING
 TU2466'KAMEHAMEHA BLVD. ON RIGHT.  CONTINUE AHEAD ON HIGHWAY, UPGRADE,
 TU2466'FOR 0.1 MILE TO TOP OF HILL AND STATION ON LEFT.
 TU2466'
 TU2466'STATION IS THE CENTER OF A 2-1/2-INCH, IRON PIPE ABOUT 2 FEET
 TU2466'LONG, MOUNTED VERTICALLY ON 3 IRON LEGS AT THE CENTER OF A
 TU2466'TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE.  IT IS
 TU2466'25 FEET SOUTHWEST OF TELEPHONE POLE 230, 18 FEET SOUTHWEST OF
 TU2466'STONE FENCE, AND 40 FEET SOUTHWEST OF THE CENTER LINE OF STATE
 TU2466'HIGHWAY 11.  THE WORDS PUU O KAMAOA ARE INSCRIBED IN THE
 TU2466'CONCRETE PLATFORM.
 TU2466
 TU2466                          STATION RECOVERY (1979)
 TU2466
 TU2466'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2466'THE STATION WAS RECOVERED IN GOOD SHAPE. IT IS ON THE
 TU2466'WESTERN SIDE OF HIGHWAY 11,ABOUT 300 FEET NORTH OF THE
 TU2466'INTERSECTION WITH KOHALA BLVD. THE CONCRETE SLAB NOW
 TU2466'SITS ABOUT 3 FEET ABOVE THE GROUND AND EASEMENT ROAD,
 TU2466'WHICH RUNS PARALLEL TO HIGHWAY 11. TWO NEW REFERENCE
 TU2466'MARKS WERE ADDED. RM 1 IS A STANDARD NOS DISK STAMPED---PUU
 TU2466'O KAMAOA 1948 RM 1 1979---.IT IS LOCATED 69 FEET
 TU2466'SSE OF THE STATION. RM 2 IS ALSO A STANDARD DISK
 TU2466'STAMPED---PUU O KAMAOA 1948 RM 2 1979---. IT IS LOCATED
 TU2466'SSE OF THE STATION. RM 2 IS ALSO A STANDARD DISK
 TU2466'130 FEET WSW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2903 ***********************************************************************
 TU2903  DESIGNATION -  PUU O KANALOA
 TU2903  PID         -  TU2903
 TU2903  STATE/COUNTY-  HI/MAUI
 TU2903  USGS QUAD   -  MAKENA (1995)
 TU2903
 TU2903                         *CURRENT SURVEY CONTROL
 TU2903  ___________________________________________________________________
 TU2903* NAD 83(1993)-  20 36 09.67602(N)    156 25 05.77378(W)     ADJUSTED  
 TU2903* LOCAL TIDAL -        64.7    (meters)     212.     (feet)  VERT ANG  
 TU2903  ___________________________________________________________________
 TU2903  EPOCH DATE  -        1993.62
 TU2903  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 TU2903  GEOID HEIGHT-          16.40  (meters)                     GEOID03
 TU2903
 TU2903  HORZ ORDER  -  FIRST
 TU2903
 TU2903.The horizontal coordinates were established by classical geodetic methods
 TU2903.and adjusted by the National Geodetic Survey in December 1998..
 TU2903.The horizontal coordinates are valid at the epoch date displayed above.
 TU2903.The epoch date for horizontal control is a decimal equivalence
 TU2903.of Year/Month/Day.
 TU2903
 TU2903.The orthometric height was determined by vertical angle observations.
 TU2903
 TU2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2903
 TU2903.The geoid height was determined by GEOID03.
 TU2903
 TU2903;                    North         East     Units Scale Factor Converg.
 TU2903;SPC HI 2     -    29,839.038   525,892.772   MT  0.99997495   +0 05 14.7
 TU2903;UTM  04      - 2,280,311.349   769,088.679   MT  1.00049497   +0 54 32.5
 TU2903
 TU2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2903!SPC HI 2     -   0.99998725  x   0.99997495  =   0.99996220
 TU2903!UTM  04      -   0.99998725  x   1.00049497  =   1.00048222
 TU2903
 TU2903:                Primary Azimuth Mark                     Grid Az
 TU2903:SPC HI 2     -  HANAMANIOA POINT LIGHT                   163 08 37.0
 TU2903:UTM  04      -  HANAMANIOA POINT LIGHT                   162 19 19.2
 TU2903
 TU2903|---------------------------------------------------------------------|
 TU2903| PID    Reference Object                     Distance      Geod. Az  |
 TU2903|                                                           dddmmss.s |
 TU2903| TU2900 HANAMANIOA POINT LIGHT              APPROX. 2.3 KM 1631351.7 |
 TU2903| CN6111 PUU O KANALOA RM 1                    9.411 METERS 18855     |
 TU2903| CN6110 PUU O KANALOA AZ MK                                2853740.5 |
 TU2903| CN6112 PUU O KANALOA RM 2                    5.761 METERS 31711     |
 TU2903|---------------------------------------------------------------------|
 TU2903
 TU2903                          SUPERSEDED SURVEY CONTROL
 TU2903
 TU2903  NAD 83(1986)-  20 36 09.65087(N)    156 25 05.76647(W) AD(       ) 1
 TU2903  OLD HI      -  20 36 21.11700(N)    156 25 15.90800(W) AD(       ) 1
 TU2903
 TU2903.Superseded values are not recommended for survey control.
 TU2903.NGS no longer adjusts projects to the OLD HI datum.
 TU2903.See file dsdata.txt to determine how the superseded data were derived.
 TU2903
 TU2903_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6908980311(NAD 83)
 TU2903
 TU2903  HISTORY     - Date     Condition        Report By
 TU2903  HISTORY     - 1931     MONUMENTED       CGS
 TU2903  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2903  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2903  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2903
 TU2903                          STATION DESCRIPTION
 TU2903
 TU2903'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2903'THE ORIGINAL STATION, CONSISTING OF A BURIED COPPER TRIANGLE WITH
 TU2903'A REDWOOD POST AND CAIRN ABOVE, WAS ESTABLISHED IN 1879.
 TU2903'
 TU2903'IN 1904 THE ORIGINAL STATION WAS NOT RECOVERED AND A NEW STATION,
 TU2903'CONSISTING OF A BOTTLE BURIED 16 INCHES BELOW THE SURFACE OF THE
 TU2903'GROUND, WAS ESTABLISHED.
 TU2903'
 TU2903'IN 1915 A 1-1/2 INCH IRON PIPE SET LOOSELY IN THE GROUND WAS
 TU2903'RECOVERED.
 TU2903'
 TU2903'IN 1929 A 1-1/2 INCH IRON PIPE WAS RECOVERED AND A TYPE B
 TU2903'TERRITORY MONUMENT WAS BUILT AT THE STATION SITE.
 TU2903'
 TU2903'IN 1950 THIS TYPE B MONUMENT WAS RECOVERED IN GOOD CONDITION.  A
 TU2903'NEW DESCRIPTION FOLLOWS.
 TU2903'
 TU2903'THE STATION IS LOCATED ON THE SOUTHEASTERLY RIM OF A LOW VOLCANIC
 TU2903'CONE NAMED PUU O KANALOA, WHICH LIES ABOUT 13 MILES SOUTH SOUTHEAST
 TU2903'OF KIHEI AND ABOUT 0.2 MILE NORTH OF LA PEROUSE BAY.
 TU2903'
 TU2903'TO REACH FROM THE POST OFFICE AT KIHEI.  GO SOUTH, ON THE ROAD
 TU2903'WHICH LEADS TOWARD LA PEROUSE BAY, FOR 3.7 MILES.  PASS THROUGH
 TU2903'KALAMA PARK AND CONTINUE SOUTH, ON THE MAIN TRAVELED ROAD, FOR 5.9
 TU2903'MILES.  CROSS OVER A CATTLE GUARD AND CONTINUE SOUTH FOR 1.8
 TU2903'MILES.  PASS TO THE LEFT HAND SIDE OF THE MAUI RADIO RANGE
 TU2903'STATION (CAA) AND CONTINUE SOUTH AND EAST, OVER THE OLD LAVA
 TU2903'FLOWS, FOR 2.8 MILES TO LA PEROUSE BAY AND THE END OF TRUCK
 TU2903'TRAVEL.  FROM THIS POINT PACK NORTHERLY, UP THE STEEP SLOPE,
 TU2903'FOR ABOUT 0.1 MILE TO THE HIGH GROUND AND THE STATION.
 TU2903'
 TU2903'THE STATION IS THE TOP AND CENTER OF A 2-1/2 INCH IRON PIPE
 TU2903'WHICH PROJECTS ABOUT 4 INCHES FROM THE TOP OF A 12 BY 12 INCH
 TU2903'CONCRETE POST WHICH IS 2-1/2 FEET IN HEIGHT.  THIS POST IS
 TU2903'SURROUNDED BY A CONCRETE PLATFORM 6 FEET SQUARE AND FLUSH WITH
 TU2903'THE SURFACE OF THE GROUND.
 TU2903
 TU2903                          STATION RECOVERY (1961)
 TU2903
 TU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2903'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU2903'C.T.H. IN 1950.  THE VOLCANIC CONE IS U SHAPED AND IS COVERED
 TU2903'WITH KIAWE BRUSH.  THE RECOVERY NOTE IS ADEQUATE.
 TU2903
 TU2903                          STATION RECOVERY (1968)
 TU2903
 TU2903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2903'STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 TU2903'AND AN AZIMUTH MARK WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU2903'FOLLOWS--
 TU2903'
 TU2903'STATION IS LOCATED IN THE SOUTHERN PART OF THE ISLAND, ABOUT
 TU2903'1/4-MILE NORTHEAST OF THE NORTH END OF LA PEROUSE BAY, ON A
 TU2903'KIAWE-COVERED HILL OF ABOUT 212 FEET ELEVATION WHICH IS THE
 TU2903'EASTERLY RIM OF AN OLD CRATER.
 TU2903'
 TU2903'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2903'STATE HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM ROAD.  CONTINUE
 TU2903'ON GRADED ROAD FOR 3.2 MILES TO JUNCTION WHERE HIGHWAY 31 GOES
 TU2903'LEFT, MAUKA.  CONTINUE AHEAD ON COAST ROAD FOR 4.2 MILES TO
 TU2903'AZIMUTH MARK ON RIGHT, ACROSS FROM POWER POLE NO. 22.  CONTINUE
 TU2903'AHEAD FOR 0.45 MILE TO DIM TRACK ROAD LEFT, JUST PAST THE
 TU2903'DRIVEWAY TO HOUSE ON RIGHT AT LA PEROUSE BAY.  GO LEFT THROUGH
 TU2903'TREES ALONG BASE OF HILL FOR 0.1 MILE TO END OF TRUCK TRAVEL
 TU2903'JUST BELOW OLD BULLDOZED STRIP GOING UP OVER HILL.  PACK UP THE
 TU2903'STRIP TO CREST OF HILL, THEN GO RIGHT, UPHILL, ABOUT 200 YARDS TO
 TU2903'STATION.
 TU2903'
 TU2903'STATION IS MARKED BY A TYPE B SIGNAL, WITH THE 6-FOOT-SQUARE,
 TU2903'CONCRETE PLATFORM FLUSH WITH GROUND, AND A CENTER CONCRETE PIER
 TU2903'12 INCHES SQUARE AND 2 FEET HIGH, WITH A 2-1/2-INCH PIPE IN THE
 TU2903'CENTER, WHICH HOLDS A RED AND WHITE METAL TARGET.  CENTER OF PIPE
 TU2903'IS STATION.
 TU2903'
 TU2903'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KANALOA
 TU2903'HTS 1929 NO 1 1968, CEMENTED IN A DRILL HOLE IN A RED BEDROCK
 TU2903'OUTCROP THAT PROJECTS 3 INCHES FROM GROUND.  IT IS 3 FEET LOWER
 TU2903'THAN TOP OF STATION PIPE.
 TU2903'
 TU2903'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KANALOA
 TU2903'HTS 1929 NO 2 1968, CEMENTED IN A DRILL HOLE IN A SMALL, 8-INCH
 TU2903'BEDROCK OUTCROP PROJECTING 2 INCHES FROM GROUND.  IT IS 3-1/2 FEET
 TU2903'LOWER THAN STATION PIPE.
 TU2903'
 TU2903'AZIMUTH MARK IS A STANDARD DISK STAMPED PUU O KANALOA HTS 1929
 TU2903'1968, CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE, ROUNDED
 TU2903'LAVA DOME ABOUT 15 FEET IN DIAMETER.  IT IS LOCATED ALONG THE
 TU2903'SOUTHWEST SIDE OF THE ROAD AND IN THE ROUGH LAVA LAND.  ABOUT
 TU2903'100 YARDS NORTHWEST FROM THE SOUTHEAST EDGE OF THE LAVA FLOW,
 TU2903'147.6 FEET SOUTHWEST OF POWER POLE NO. 22, 120 FEET SOUTHWEST
 TU2903'OF CENTER LINE OF ROAD, 42 FEET WEST-SOUTHWEST OF A SHARP,
 TU2903'PROMINENT, POINTED LAVA FORMATION ABOUT 10 FEET HIGH, AND 2
 TU2903'FEET SOUTHWEST OF A 3-FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2454 ***********************************************************************
 TU2454  DESIGNATION -  PUU O KEOKEO 1890
 TU2454  PID         -  TU2454
 TU2454  STATE/COUNTY-  HI/HAWAII
 TU2454  USGS QUAD   -  PUU O KEOKEO (1995)
 TU2454
 TU2454                         *CURRENT SURVEY CONTROL
 TU2454  ___________________________________________________________________
 TU2454* NAD 83(1993)-  19 12 49.19019(N)    155 44 30.63537(W)     ADJUSTED  
 TU2454* LOCAL TIDAL -      2096.     (meters)    6877.     (feet)  SCALED    
 TU2454  ___________________________________________________________________
 TU2454  EPOCH DATE  -        1993.62
 TU2454  LAPLACE CORR-          10.89  (seconds)                    DEFLEC99
 TU2454  GEOID HEIGHT-          22.03  (meters)                     GEOID03
 TU2454
 TU2454  HORZ ORDER  -  THIRD
 TU2454
 TU2454.The horizontal coordinates were established by classical geodetic methods
 TU2454.and adjusted by the National Geodetic Survey in December 1998..
 TU2454.The horizontal coordinates are valid at the epoch date displayed above.
 TU2454.The epoch date for horizontal control is a decimal equivalence
 TU2454.of Year/Month/Day.
 TU2454
 TU2454.The orthometric height was scaled from a topographic map.
 TU2454
 TU2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2454
 TU2454.The geoid height was determined by GEOID03.
 TU2454
 TU2454;                    North         East     Units Scale Factor Converg.
 TU2454;SPC HI 1     -    42,115.950   474,569.314   MT  0.99997466   -0 04 46.5
 TU2454;UTM  05      - 2,126,740.489   211,704.838   MT  1.00062753   -0 54 10.6
 TU2454
 TU2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2454!SPC HI 1     -   0.99966716  x   0.99997466  =   0.99964183
 TU2454!UTM  05      -   0.99966716  x   1.00062753  =   1.00029448
 TU2454
 TU2454:                Primary Azimuth Mark                     Grid Az
 TU2454:SPC HI 1     -  OLOKUANA                                 158 06 17.5
 TU2454:UTM  05      -  OLOKUANA                                 158 55 41.6
 TU2454
 TU2454|---------------------------------------------------------------------|
 TU2454| PID    Reference Object                     Distance      Geod. Az  |
 TU2454|                                                           dddmmss.s |
 TU2454| TU2450 OLOKUANA                            APPROX.17.5 KM 1580131.0 |
 TU2454| TU2455 HAPAIMANU                           APPROX. 4.7 KM 1982547.9 |
 TU2454| TU2456 PUU OHOHIA                          APPROX. 4.0 KM 2115129.5 |
 TU2454| TU2460 OHIALELE                            APPROX. 4.0 KM 3004202.1 |
 TU2454| TU2457 PUU HOOMAHA 1890                    APPROX. 3.4 KM 3213534.8 |
 TU2454|---------------------------------------------------------------------|
 TU2454
 TU2454                          SUPERSEDED SURVEY CONTROL
 TU2454
 TU2454  NAD 83(1986)-  19 12 49.19457(N)    155 44 30.66750(W) AD(       ) 3
 TU2454  OLD HI      -  19 13 01.22300(N)    155 44 40.31500(W) AD(       ) 3
 TU2454
 TU2454.Superseded values are not recommended for survey control.
 TU2454.NGS no longer adjusts projects to the OLD HI datum.
 TU2454.See file dsdata.txt to determine how the superseded data were derived.
 TU2454
 TU2454_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB1170526740(NAD 83)
 TU2454
 TU2454  HISTORY     - Date     Condition        Report By
 TU2454  HISTORY     - 1890     MONUMENTED       HIGS
 TU2454
 TU2454                          STATION DESCRIPTION
 TU2454
 TU2454'DESCRIBED BY HAWAII GEODETIC SURVEY 1890
 TU2454'IN SOUTHERN PART OF HAWAII, IN EXTREME WESTERN PART OF KA-U
 TU2454'DISTRICT, ON MOUNT KEOKEO, ON THE HIGHEST POINT ON THE EAST
 TU2454'CORNER OF THE MOUNTAIN, COMPOSED OF LIGHT PUMICE STONE.  MARKED BY
 TU2454'A TIN CAN PLACED UNDERGROUND, AND OVER IT A HARD STONE WITH A
 TU2454'TRIANGLE CUT IN IT, AND AROUND IT THREE SIMILAR STONES SET AS
 TU2454'SUPPORTS FOR THE TRIPOD FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2969 ***********************************************************************
 TU2969  DESIGNATION -  PUU O KOHA RESET
 TU2969  PID         -  TU2969
 TU2969  STATE/COUNTY-  HI/MAUI
 TU2969  USGS QUAD   -  PUU O KALI (1992)
 TU2969
 TU2969                         *CURRENT SURVEY CONTROL
 TU2969  ___________________________________________________________________
 TU2969* NAD 83(1993)-  20 49 21.94166(N)    156 22 07.30223(W)     ADJUSTED  
 TU2969* LOCAL TIDAL -       320.0    (meters)    1050.     (feet)  VERT ANG  
 TU2969  ___________________________________________________________________
 TU2969  EPOCH DATE  -        1993.62
 TU2969  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 TU2969  GEOID HEIGHT-          16.41  (meters)                     GEOID03
 TU2969
 TU2969  HORZ ORDER  -  THIRD
 TU2969
 TU2969.The horizontal coordinates were established by classical geodetic methods
 TU2969.and adjusted by the National Geodetic Survey in December 1998..
 TU2969.The horizontal coordinates are valid at the epoch date displayed above.
 TU2969.The epoch date for horizontal control is a decimal equivalence
 TU2969.of Year/Month/Day.
 TU2969
 TU2969.The orthometric height was determined by vertical angle observations.
 TU2969
 TU2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2969
 TU2969.The geoid height was determined by GEOID03.
 TU2969
 TU2969;                    North         East     Units Scale Factor Converg.
 TU2969;SPC HI 2     -    54,212.244   531,015.723   MT  0.99997855   +0 06 21.3
 TU2969;UTM  04      - 2,304,768.919   773,862.359   MT  1.00052698   +0 56 09.4
 TU2969
 TU2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2969!SPC HI 2     -   0.99994713  x   0.99997855  =   0.99992568
 TU2969!UTM  04      -   0.99994713  x   1.00052698  =   1.00047408
 TU2969
 TU2969|---------------------------------------------------------------------|
 TU2969| PID    Reference Object                     Distance      Geod. Az  |
 TU2969|                                                           dddmmss.s |
 TU2969| CN6116 PUU O KOHA RM 4                      14.116 METERS 03352     |
 TU2969| CN6115 PUU O KOHA RM 3                      21.061 METERS 10428     |
 TU2969| TU2966 WAIAKOA HOLY GHOST CATH CHURCH      APPROX. 7.9 KM 1465528.8 |
 TU2969| CN6113 PUU O KOHA RM 1                       8.873 METERS 19632     |
 TU2969| CN6114 PUU O KOHA RM 2                       9.203 METERS 28903     |
 TU2969| TU3000 PAIA PUMPING PLANT STACK            APPROX. 9.8 KM 3505819.1 |
 TU2969| TU2999 PAIA SUGAR MILL STACK               APPROX. 9.3 KM 3552055.7 |
 TU2969|---------------------------------------------------------------------|
 TU2969
 TU2969                          SUPERSEDED SURVEY CONTROL
 TU2969
 TU2969  NAD 83(1986)-  20 49 21.90302(N)    156 22 07.29579(W) AD(       ) 3
 TU2969  OLD HI      -  20 49 33.43700(N)    156 22 17.43400(W) AD(       ) 3
 TU2969
 TU2969.Superseded values are not recommended for survey control.
 TU2969.NGS no longer adjusts projects to the OLD HI datum.
 TU2969.See file dsdata.txt to determine how the superseded data were derived.
 TU2969
 TU2969_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7386204769(NAD 83)
 TU2969
 TU2969  HISTORY     - Date     Condition        Report By
 TU2969  HISTORY     - 1912     MONUMENTED       HIGS
 TU2969  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2969  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2969
 TU2969                          STATION DESCRIPTION
 TU2969
 TU2969'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU2969'IN KULA, MAUI, IN WESTERN PART OF KALIALINUI, ON SUMMIT OF
 TU2969'HILL.  MARKED BY CONCRETE POST.
 TU2969
 TU2969                          STATION RECOVERY (1950)
 TU2969
 TU2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2969'NEW DESCRIPTION FOLLOWS--LOCATED ON THE WESTERLY TOP OF A LOW
 TU2969'KNOLL, NAMED PUU O KOHA, AT THE EXTREME WEST EDGE OF THE MAKAWAI
 TU2969'DISTRICT, ABOUT 8 MILES, AIRLINE, SOUTHEAST OF KAHULUI AND
 TU2969'ABOUT 5.5 MILES SOUTH OF PAIA, ON LAND OWNED BY THE HAWAIIAN
 TU2969'COMMERCIAL AND SUGAR CO.  IN 1929 THE STATION WAS RECOVERED BY
 TU2969'HAWAII TERRITORY SURVEY AND REMARKED WITH A H.T.S. BRONZE DISK
 TU2969'SET IN A CONCRETE POST FLUSH WITH THE GROUND, OVER WHICH WAS
 TU2969'PLACED A TYPE A MONUMENT.  THE CENTER OF THE TWO INCH PIPE IN
 TU2969'MONUMENT WAS USED AS STATION.
 TU2969'
 TU2969'REFERENCE MARK NO.1 IS SOUTH SOUTHWEST OF THE STATION.  A
 TU2969'STANDARD DISK SET IN A CONCRETE POST PROJECTING 8 INCHES ABOVE
 TU2969'THE GROUND, STAMPED PUU O KOHA NO 1 1949.
 TU2969'
 TU2969'REFERENCE MARK NO.2 IS WEST NORTHWEST OF THE STATION.  A
 TU2969'STANDARD DISK SET IN A CONCRETE POST PROJECTING 8 INCHES ABOVE
 TU2969'THE GROUND, STAMPED PUU O KOHA NO 2 1949.
 TU2969
 TU2969                          STATION RECOVERY (1968)
 TU2969
 TU2969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2969'STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 TU2969'MARKS HAVE BEEN DESTROYED, SO 2 NEW ONES WERE ESTABLISHED AT
 TU2969'THIS TIME.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2969'
 TU2969'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTH OF UPPER PAIA, 0.6
 TU2969'MILE EAST OF THE POINT WHERE THE LOOP ROAD CROSSES THE KAUHIKOA
 TU2969'DITCH, AND ABOUT 1800 FEET WEST OF THE DIVISION BETWEEN SUGAR
 TU2969'CANE LAND AND PINEAPPLE LAND.  ON THE WEST END OF A FLAT-TOPPED
 TU2969'RIDGE, AT THE WEST END OF A CANE ROAD, SURROUNDED BY CANE, AND
 TU2969'AT ABOUT 1050 FEET ELEVATION.
 TU2969'
 TU2969'TO REACH STATION FROM THE POST OFFICE IN PUUNENE, GO EAST ON
 TU2969'HANSEN RD. FOR 1.0 MILE TO CROSSROAD.  TURN RIGHT AND GO
 TU2969'SOUTHEAST ON PULEHU RD. FOR 3.6 MILES TO LOWRIE DITCH.  CONTINUE
 TU2969'AHEAD FOR 0.15 MILE TO CROSSROAD WHERE 5 ROADS
 TU2969'INTERSECT.  CONTINUE AHEAD, ON THE LEFT 1 OF THE 2 ROADS IN THAT
 TU2969'DIRECTION, AND GO 0.65 MILE.  TAKE RIGHT FORK AND GO 1.0 MILE
 TU2969'TO KAUHIKOA DITCH.  CROSS CANAL AND CONTINUE FOR 1.0 MILE TO
 TU2969'SIDE ROAD LEFT.  GO LEFT 0.1 MILE TO SIDE ROAD LEFT.  GO WEST
 TU2969'0.35 MILE TO END OF ROAD AND STATION IN CLEARING.
 TU2969'
 TU2969'STATION MARK IS AN HTS DISK, UNSTAMPED, SET IN CONCRETE FLUSH
 TU2969'WITH GROUND.  A TYPE A SIGNAL IS CENTERED OVER THE MARK, WITH
 TU2969'THE 6 X 6-FOOT CONCRETE PLATFORM 3 FEET ABOVE GROUND AND A RED
 TU2969'AND WHITE METAL TARGET EXTENDING 6 FEET ABOVE IT.  STATION SETS
 TU2969'NEAR THE WEST SIDE OF A 60-FOOT-DIAMETER CLEARING IN THE CANE
 TU2969'FIELD.
 TU2969'
 TU2969'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PUU O
 TU2969'KOHA HGS NO 3 1968, SET IN THE TOP OF A 10-INCH-DIAMETER,
 TU2969'CONCRETE MONUMENT AT THE NORTH SIDE OF AN IRRIGATION DITCH BOX,
 TU2969'ABOUT FLUSH WITH GROUND.  IT IS 9 FEET SOUTH OF CENTER LINE OF
 TU2969'TRACK ROAD AND 2.9 FEET HIGHER THAN STATION MARK.
 TU2969'
 TU2969'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED PUU O KOHA
 TU2969'HGS NO 4 1968, CEMENTED IN A DRILL HOLE IN THE CONCRETE RIM OF AN
 TU2969'IRRIGATION DITCH BOX PROJECTING 2 INCHES ABOVE GROUND.  IT IS
 TU2969'4-1/2 FEET SOUTHEAST OF THE CORNER OF A SECTION OF FLAT-BOTTOMED,
 TU2969'CONCRETE FLUME, AND IS 0.7 FOOT HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2711 ***********************************************************************
 TU2711  DESIGNATION -  PUU O NALE EAST
 TU2711  PID         -  TU2711
 TU2711  STATE/COUNTY-  HI/HAWAII
 TU2711  USGS QUAD   -  HAWI (1995)
 TU2711
 TU2711                         *CURRENT SURVEY CONTROL
 TU2711  ___________________________________________________________________
 TU2711* NAD 83(1993)-  20 12 01.94167(N)    155 50 32.43632(W)     ADJUSTED  
 TU2711* LOCAL TIDAL -       531.2    (meters)    1743.     (feet)  VERT ANG  
 TU2711  ___________________________________________________________________
 TU2711  EPOCH DATE  -        1993.62
 TU2711  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 TU2711  GEOID HEIGHT-          18.74  (meters)                     GEOID03
 TU2711
 TU2711  HORZ ORDER  -  THIRD
 TU2711
 TU2711.The horizontal coordinates were established by classical geodetic methods
 TU2711.and adjusted by the National Geodetic Survey in December 1998..
 TU2711.No horizontal observational check was made to the station.
 TU2711.The horizontal coordinates are valid at the epoch date displayed above.
 TU2711.The epoch date for horizontal control is a decimal equivalence
 TU2711.of Year/Month/Day.
 TU2711
 TU2711.The orthometric height was determined by vertical angle observations.
 TU2711
 TU2711.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2711
 TU2711.The geoid height was determined by GEOID03.
 TU2711
 TU2711;                    North         East     Units Scale Factor Converg.
 TU2711;SPC HI 1     -   151,379.331   464,221.375   MT  0.99998248   -0 07 05.6
 TU2711;UTM  05      - 2,236,218.857   202,960.942   MT  1.00069065   -0 58 55.9
 TU2711
 TU2711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2711!SPC HI 1     -   0.99991356  x   0.99998248  =   0.99989605
 TU2711!UTM  05      -   0.99991356  x   1.00069065  =   1.00060415
 TU2711
 TU2711:                Primary Azimuth Mark                     Grid Az
 TU2711:SPC HI 1     -  KAUHOLA POINT LIGHT 1948                 055 45 25.0
 TU2711:UTM  05      -  KAUHOLA POINT LIGHT 1948                 056 37 15.3
 TU2711
 TU2711|---------------------------------------------------------------------|
 TU2711| PID    Reference Object                     Distance      Geod. Az  |
 TU2711|                                                           dddmmss.s |
 TU2711| TU2717 KAUHOLA POINT LIGHT 1948            APPROX. 9.0 KM 0553819.4 |
 TU2711| TU2724 PUU O NALE PT 2                      11.169 METERS 21800     |
 TU2711| TU2723 PUU O NALE PT 1                      45.378 METERS 32505     |
 TU2711|---------------------------------------------------------------------|
 TU2711
 TU2711                          SUPERSEDED SURVEY CONTROL
 TU2711
 TU2711  NAD 83(1986)-  20 12 01.91105(N)    155 50 32.43306(W) AD(       ) 3
 TU2711  OLD HI      -  20 12 12.96200(N)    155 50 42.47100(W) AD(       ) 3
 TU2711
 TU2711.Superseded values are not recommended for survey control.
 TU2711.NGS no longer adjusts projects to the OLD HI datum.
 TU2711.See file dsdata.txt to determine how the superseded data were derived.
 TU2711
 TU2711_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0296136219(NAD 83)
 TU2711_MARKER: Z = SEE DESCRIPTION
 TU2711_SETTING: 0 = UNSPECIFIED SETTING
 TU2711
 TU2711  HISTORY     - Date     Condition        Report By
 TU2711  HISTORY     - 1960     MONUMENTED       LOCSUR
 TU2711  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2711
 TU2711                          STATION DESCRIPTION
 TU2711
 TU2711'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 TU2711'THE STATION WAS ESTABLISHED AS A REFERENCE POINT FOR PUU O NALE
 TU2711'1913 WHICH WAS TO BE DESTROYED DURING THE CONSTRUCTION OF UPOLU
 TU2711'VOR.
 TU2711'
 TU2711'STATION IS LOCATED ON THE EAST SLOPE OF PUU-O-NALE HILL.  IT
 TU2711'IS MARKED WITH A STATE SURVEY BRONZE DISK STAMPED WITH A CROSS,
 TU2711'SET IN CONCRETE IN THE TOP OF A 2-INCH PIPE, 2 FEET LONG DRIVEN
 TU2711'INTO THE GROUND AND FLUSH WITH A FLAT TERRACED SITE.  THE 2-INCH
 TU2711'PIPE WAS THEN SET IN A CONCRETE BLOCK FLUSH WITH THE TERRACE
 TU2711'TOP.  AROUND THE MARK WAS CONSTRUCTED A TRIANGULAR CONCRETE
 TU2711'PLATFORM 5 FEET ON EACH SIDE AND SEPARATE FROM THE MARK SO THAT
 TU2711'ANY SURFACE DESTRUCTION OR MOVEMENT OF THE PLATFORM WOULD NOT
 TU2711'AFFECT THE MARK.
 TU2711
 TU2711                          STATION RECOVERY (1967)
 TU2711
 TU2711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2711'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 2-3/4
 TU2711'MILES SOUTH-SOUTHWEST OF HAWI AND 200 FEET WEST OF STATE HIGHWAY
 TU2711'25, ON THE EAST SLOPE OF PUU O NALE, A HILL THAT HAS AN FAA VOR
 TU2711'INSTALLATION ON THE HIGHEST POINT (WHICH WAS ORIGINALLY OCCUPIED
 TU2711'BY STATION PUU O NALE 1913).
 TU2711'
 TU2711'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO SOUTH ON
 TU2711'STATE HIGHWAY 25 FOR 1.8 MILES TO T-JUNCTION.  TURN RIGHT AND GO
 TU2711'1.1 MILES TO TOP OF GRADE AND WHITE GATE ON RIGHT, AT MACADAM
 TU2711'DRIVEWAY TO VOR SITE.  WALK ABOUT 60 YARDS UP DRIVEWAY TO FENCE
 TU2711'LINE, THEN GO RIGHT, UP ALONG FENCE OVER HILL, FOR ABOUT 120
 TU2711'YARDS TO STATION ON LEFT SIDE OF FENCE.
 TU2711'
 TU2711'STATION MARK IS AN UNSTAMPED HAWAII STATE SURVEY DISK, SET IN
 TU2711'CONCRETE IN THE BOTTOM OF A 12 X 12-INCH RECESS 5 INCHES DEEP,
 TU2711'IN THE CENTER OF A TRIANGULAR CONCRETE PLATFORM 5 FEET ON EACH
 TU2711'SIDE.  IT IS 22 FEET WEST OF THE FENCE AND ABOUT 400 FEET EAST
 TU2711'OF THE VOR ANTENNA.  THE FOLLOWING IS INSCRIBED IN THE CONCRETE
 TU2711'PLATFORM--EAST O NALE 10-19-60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2712 ***********************************************************************
 TU2712  DESIGNATION -  PUU O NALE RESET=1779
 TU2712  PID         -  TU2712
 TU2712  STATE/COUNTY-  HI/HAWAII
 TU2712  USGS QUAD   -  HAWI (1995)
 TU2712
 TU2712                         *CURRENT SURVEY CONTROL
 TU2712  ___________________________________________________________________
 TU2712* NAD 83(1993)-  20 12 02.09743(N)    155 50 36.70665(W)     ADJUSTED  
 TU2712* LOCAL TIDAL -       541.7    (meters)    1777.     (feet)  VERT ANG  
 TU2712  ___________________________________________________________________
 TU2712  EPOCH DATE  -        1993.62
 TU2712  LAPLACE CORR-           7.33  (seconds)                    DEFLEC99
 TU2712  GEOID HEIGHT-          18.72  (meters)                     GEOID03
 TU2712
 TU2712  HORZ ORDER  -  SECOND
 TU2712
 TU2712.The horizontal coordinates were established by classical geodetic methods
 TU2712.and adjusted by the National Geodetic Survey in December 1998..
 TU2712.The horizontal coordinates are valid at the epoch date displayed above.
 TU2712.The epoch date for horizontal control is a decimal equivalence
 TU2712.of Year/Month/Day.
 TU2712
 TU2712.The orthometric height was determined by vertical angle observations.
 TU2712
 TU2712.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2712
 TU2712.The geoid height was determined by GEOID03.
 TU2712
 TU2712;                    North         East     Units Scale Factor Converg.
 TU2712;SPC HI 1     -   151,384.377   464,097.413   MT  0.99998259   -0 07 07.0
 TU2712;UTM  05      - 2,236,225.777   202,836.982   MT  1.00069156   -0 58 57.4
 TU2712
 TU2712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2712!SPC HI 1     -   0.99991192  x   0.99998259  =   0.99989451
 TU2712!UTM  05      -   0.99991192  x   1.00069156  =   1.00060341
 TU2712
 TU2712:                Primary Azimuth Mark                     Grid Az
 TU2712:SPC HI 1     -  HIND STACK                               020 40 22.9
 TU2712:UTM  05      -  HIND STACK                               021 32 13.3
 TU2712
 TU2712|---------------------------------------------------------------------|
 TU2712| PID    Reference Object                     Distance      Geod. Az  |
 TU2712|                                                           dddmmss.s |
 TU2712| TU2709 HIND STACK                          APPROX. 4.2 KM 0203315.9 |
 TU2712| TU2717 KAUHOLA POINT LIGHT 1948            APPROX. 9.1 KM 0560617.9 |
 TU2712| TU2723 PUU O NALE PT 1                     103.221 METERS 07142     |
 TU2712| TU2724 PUU O NALE PT 2                     117.884 METERS 09637     |
 TU2712| CN6117 PUU O NALE RM 1                      30.609 METERS 18227     |
 TU2712| TU2713 PUU O NALE WEST                      31.018 METERS 27112     |
 TU2712| TU2763 LORAN TOWER                         APPROX. 7.2 KM 3210413.7 |
 TU2712|---------------------------------------------------------------------|
 TU2712
 TU2712                          SUPERSEDED SURVEY CONTROL
 TU2712
 TU2712  NAD 83(1986)-  20 12 02.06687(N)    155 50 36.70337(W) AD(       ) 2
 TU2712  OLD HI      -  20 12 13.11800(N)    155 50 46.74100(W) AD(       ) 2
 TU2712
 TU2712.Superseded values are not recommended for survey control.
 TU2712.NGS no longer adjusts projects to the OLD HI datum.
 TU2712.See file dsdata.txt to determine how the superseded data were derived.
 TU2712
 TU2712_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0283736226(NAD 83)
 TU2712
 TU2712  HISTORY     - Date     Condition        Report By
 TU2712  HISTORY     - 1911     MONUMENTED       USGS
 TU2712  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2712  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2712  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2712  HISTORY     - 1962     SEE DESCRIPTION  LOCSUR
 TU2712  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2712
 TU2712                          STATION DESCRIPTION
 TU2712
 TU2712'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2712'IN NORTHERN PART OF HAWAII, IN CENTRAL PART OF NORTHWEST KOHALA,
 TU2712'ON THE SUMMIT OF PUU O NALE, A VERY CONSPICUOUS AND WELL-KNOWN,
 TU2712'HIGH, SMOOTH, GRASSY HILL.  HILL IS VERY SYMMETRICAL, SUGAR-LOAF
 TU2712'TYPE, STEEP SIDES.  IT IS ABOUT 200 METERS WEST OF THE ROAD WHICH
 TU2712'RUNS TO WAIMEA.  IT IS 4.0 MILES INSHORE FROM MAHUKONA AND BEARS
 TU2712'N. 62 DEG E. FROM IT.  IT IS 4-1/2 MILES FROM THE COAST ON THE
 TU2712'NORTH.  THE HILL ON WHICH STATION PUU ULA IS SITUATED BEARS N.
 TU2712'38 DEG W., AND THERE IS A PROMINENT HILL, MUCH LOWER THAN PUU O
 TU2712'NALE, TO THE WEST OF AND ABOUT MIDWAY OF THE LINE BETWEEN PUU O
 TU2712'NALE AND PUU ULA.  PUU O NALE BEARS S. 56 DEG E. FROM HONOIPU
 TU2712'LANDING.  S. 10 DEG E. FROM HOEA MILL.  S. 45 DEG W. FROM KAUHOLA
 TU2712'POINT LIGHT.  STATION MARKED BY A UNITED STATES
 TU2712'GEOLOGICAL SURVEY TABLET IN TOP OF A POST OF DRESSED GRANITE, 7
 TU2712'INCHES SQUARE.
 TU2712
 TU2712                          STATION RECOVERY (1948)
 TU2712
 TU2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2712'THE STATION WAS LOCATED AS DESCRIBED.  IT WAS IMPOSSIBLE TO
 TU2712'DETERMINE WHAT KIND OF DISK WAS USED TO MARK THE STATION AS IT IS
 TU2712'SURROUNDED BY A SQUARE SLAB OF CONCRETE WHICH PROJECTS ABOUT ONE
 TU2712'FOOT ABOVE THE GROUND.  IN 1913 MR. E. R. HAND REPORTED A UNITED
 TU2712'STATES GEOLOGICAL SURVEY DISK AS THE STATION MARK.  A NEW
 TU2712'DESCRIPTION FOLLOWS--
 TU2712'
 TU2712'THE STATION IS LOCATED ON THE SUMMIT OF A LOW VOLCANIC KNOLL,
 TU2712'NAMED PUU O NALE, ABOUT 16 MILES NORTHWEST OF WAIMEA, ABOUT 4 MILES
 TU2712'EAST NORTHEAST OF MAHUKONA, ABOUT 3 MILES SOUTH SOUTHWEST OF HAWI,
 TU2712'ABOUT 0.2 MILE WEST OF THE ROAD WHICH LEADS BETWEEN WAIMEA AND
 TU2712'HAWI AND ABOUT 0.1 MILE NORTH OF A GROVE OF TREES.
 TU2712'
 TU2712'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO NORTH ON THE ROAD
 TU2712'WHICH LEADS TOWARD HAWI FOR 19.0 MILES.  TURN LEFT, WEST, PASS
 TU2712'THROUGH A WIRE GATE AND GO NORTHWEST, ACROSS COUNTRY, FOR 0.2
 TU2712'MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 TU2712'
 TU2712'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2712'PROJECTS ABOUT 2 FEET FROM THE TOP OF A SQUARE CONCRETE PLATFORM
 TU2712'WHICH IS 6 FEET ON EACH SIDE AND PROJECTS ABOUT 1 FOOT.
 TU2712'
 TU2712'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU O NALE
 TU2712'NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT 7
 TU2712'FEET IN DIAMETER AND PROJECTS ABOUT 2 FEET.  IT IS 3.5 METERS
 TU2712'LOWER THAN THE STATION.
 TU2712'
 TU2712'HAWAII TERRITORY SURVEY RECORDS SHOW.  IN 1928, THE HAWAII
 TU2712'TERRITORY SURVEY RECOVERED THE STATION WHICH WAS MARKED WITH A
 TU2712'USGS DISK SET ON TOP OF A GRANITE PORT.  A 2-1/2 INCH PIPE WAS
 TU2712'SET IN CONCRETE AND CENTERED OVER THE MARK.
 TU2712'
 TU2712'ALSO RECORDS SHOW.  ORIGINAL STATION RECOVERED BY C.H. BIRDSEYE,
 TU2712'APRIL 1911.  REMARKED BY BRONZE TABLET, STAMPED 1779, SET IN TOP
 TU2712'OF ORIGINAL GRANITE POST.
 TU2712
 TU2712                          STATION RECOVERY (1961)
 TU2712
 TU2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2712'THIS STATION HAS BEEN DESTROYED BY EARTHWORK ON THE TOP OF THE
 TU2712'PUU.  THE HAWAIIAN GOVERNMENT SURVEY HAS ESTABLISHED A NEW STATION
 TU2712'ON THE EAST SIDE OF THE PUU CALLED EAST O NALE 1960, WHICH IS A
 TU2712'BRONZE DISK IN THE CENTER OF A TRIANGULAR, CONCRETE SLAB.
 TU2712
 TU2712                          STATION RECOVERY (1962)
 TU2712
 TU2712'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 TU2712'STATION DUE TO BE DESTROYED BY VOR CONSTRUCTION.  TWO NEW STATIONS
 TU2712'WERE ESTABLISHED BY THE HAWAII STATE SURVEYOR AS REFERENCE
 TU2712'POINTS.  SEE DESCRIPTION OF PUU-O-NALE (WEST SLOPE) AND PUU-O-NALE
 TU2712'(EAST SLOPE).
 TU2712
 TU2712                          STATION RECOVERY (1964)
 TU2712
 TU2712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU2712'THE STATION HAS EVIDENTLY BEEN DESTROYED SINCE THERE IS NOW AN
 TU2712'FAA VOR SITE ON THE SUMMIT OF THIS MOUNTAIN.  THERE IS HOWEVER A
 TU2712'NEW STATION MARKED EAST O NALE 1960 ABOUT 500 FEET EAST OF THE VOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2713 ***********************************************************************
 TU2713  DESIGNATION -  PUU O NALE WEST
 TU2713  PID         -  TU2713
 TU2713  STATE/COUNTY-  HI/HAWAII
 TU2713  USGS QUAD   -  HAWI (1995)
 TU2713
 TU2713                         *CURRENT SURVEY CONTROL
 TU2713  ___________________________________________________________________
 TU2713* NAD 83(1993)-  20 12 02.11867(N)    155 50 37.77483(W)     ADJUSTED  
 TU2713* LOCAL TIDAL -       533.1    (meters)    1749.     (feet)  VERT ANG  
 TU2713  ___________________________________________________________________
 TU2713  EPOCH DATE  -        1993.62
 TU2713  LAPLACE CORR-           7.35  (seconds)                    DEFLEC99
 TU2713  GEOID HEIGHT-          18.72  (meters)                     GEOID03
 TU2713
 TU2713  HORZ ORDER  -  THIRD
 TU2713
 TU2713.The horizontal coordinates were established by classical geodetic methods
 TU2713.and adjusted by the National Geodetic Survey in December 1998..
 TU2713.No horizontal observational check was made to the station.
 TU2713.The horizontal coordinates are valid at the epoch date displayed above.
 TU2713.The epoch date for horizontal control is a decimal equivalence
 TU2713.of Year/Month/Day.
 TU2713
 TU2713.The orthometric height was determined by vertical angle observations.
 TU2713
 TU2713.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2713
 TU2713.The geoid height was determined by GEOID03.
 TU2713
 TU2713;                    North         East     Units Scale Factor Converg.
 TU2713;SPC HI 1     -   151,385.094   464,066.403   MT  0.99998262   -0 07 07.4
 TU2713;UTM  05      - 2,236,226.963   202,805.966   MT  1.00069179   -0 58 57.8
 TU2713
 TU2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2713!SPC HI 1     -   0.99991327  x   0.99998262  =   0.99989589
 TU2713!UTM  05      -   0.99991327  x   1.00069179  =   1.00060500
 TU2713
 TU2713|---------------------------------------------------------------------|
 TU2713| PID    Reference Object                     Distance      Geod. Az  |
 TU2713|                                                           dddmmss.s |
 TU2713| TU2712 PUU O NALE RESET=1779                31.018 METERS 09112     |
 TU2713| TU2714 PUU ULA                             APPROX. 3.8 KM 3302340.9 |
 TU2713|---------------------------------------------------------------------|
 TU2713
 TU2713                          SUPERSEDED SURVEY CONTROL
 TU2713
 TU2713  NAD 83(1986)-  20 12 02.08815(N)    155 50 37.77150(W) AD(       ) 3
 TU2713  OLD HI      -  20 12 13.13900(N)    155 50 47.80900(W) AD(       ) 3
 TU2713
 TU2713.Superseded values are not recommended for survey control.
 TU2713.NGS no longer adjusts projects to the OLD HI datum.
 TU2713.See file dsdata.txt to determine how the superseded data were derived.
 TU2713
 TU2713_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0280636227(NAD 83)
 TU2713_MARKER: Z = SEE DESCRIPTION
 TU2713_SETTING: 0 = UNSPECIFIED SETTING
 TU2713
 TU2713  HISTORY     - Date     Condition        Report By
 TU2713  HISTORY     - 1960     MONUMENTED       LOCSUR
 TU2713  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2713
 TU2713                          STATION DESCRIPTION
 TU2713
 TU2713'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1960
 TU2713'THE STATION WAS ESTABLISHED AS A REFERENCE POINT FOR PUU O NALE
 TU2713'1913 WHICH WAS TO BE DESTROYED DURING THE CONSTRUCTION OF UPOLU
 TU2713'VOR.
 TU2713'
 TU2713'STATION IS LOCATED ON THE WEST SLOPE OF PUU-O-NALE HILL.  IT
 TU2713'IS MARKED WITH A STATE SURVEY BRONZE DISK STAMPED WITH A CROSS,
 TU2713'SET IN CONCRETE IN THE TOP OF A 2-INCH PIPE, 2 FEET LONG DRIVEN
 TU2713'INTO THE GROUND AND FLUSH WITH A FLAT TERRACED SITE.  THE 2-INCH
 TU2713'PIPE WAS THEN SET IN A CONCRETE BLOCK FLUSH WITH THE TERRACE
 TU2713'TOP.  AROUND THE MARK WAS CONSTRUCTED A TRIANGULAR CONCRETE
 TU2713'PLATFORM 5 FEET ON EACH SIDE AND SEPARATE FROM THE MARK SO THAT
 TU2713'ANY SURFACE DESTRUCTION OR MOVEMENT OF THE PLATFORM WOULD NOT
 TU2713'AFFECT THE MARK.
 TU2713
 TU2713                          STATION RECOVERY (1968)
 TU2713
 TU2713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2713'STATION WAS RECOVERED.  IT WAS ESTABLISHED WHEN OLD STATION PUU
 TU2713'O NALE WAS TO BE REMOVED TO MAKE WAY FOR AN FAA VOR INSTALLATION
 TU2713'ON THE HILL.
 TU2713'
 TU2713'LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF HAWI, AT ABOUT
 TU2713'1770 FEET ELEVATION, ON THE WEST SIDE OF THE TOP OF PUU O NALE.
 TU2713'
 TU2713'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO SOUTH ON
 TU2713'STATE HIGHWAY 25 FOR 1.8 MILES TO T-JUNCTION.  TURN RIGHT AND GO
 TU2713'1.15 MILES TO WHITE GATE ON RIGHT, OPPOSITE POWER POLE 198.  TURN
 TU2713'RIGHT, THROUGH GATE, AND GO UPHILL ON MACADAM DRIVE FOR 0.1 MILE
 TU2713'TO FAA BUILDING AT END OF DRIVE.  WALK UP HIGH, WOODEN STAIRWAY
 TU2713'TO FLAT, MACADAM-COVERED HILLTOP, THEN GO LEFT ALONG EDGE OF
 TU2713'MACADAM FOR 178 FEET TO STATION ON LEFT.
 TU2713'
 TU2713'STATION IS MARKED BY A 1-INCH IRON PIPE SET IN THE CENTER OF A
 TU2713'TRIANGULAR CONCRETE PLATFORM 3-1/2 FEET ON EACH SIDE.  PIPE IS
 TU2713'FLUSH WITH TOP OF PLATFORM.  O NALE 63 IS INSCRIBED IN THE
 TU2713'CONCRETE.  STATION IS 57 FEET NORTHWEST OF A DRAIN CULVERT GRILL,
 TU2713'114 FEET NORTHWEST OF THE FAA THEODOLITE STATION (WHICH IS A
 TU2713'4-INCH IRON PIPE SET IN A 4 X 4-FOOT CONCRETE PAD AND PROJECTING
 TU2713'4 FEET ABOVE GROUND), 133 FEET NORTHWEST OF A WHITE, 4-INCH
 TU2713'PIPE 20 FEET LONG, WITH LADDER SPIKES UP THE SIDES, ABOUT 130
 TU2713'FEET WEST OF THE VOR ANTENNA, 21 FEET WEST OF THE CENTER
 TU2713'LINE OF A MACADAM DRAIN DITCH AROUND PERIMETER OF MACADAM
 TU2713'SURFACE, 10 FEET WEST OF EDGE OF MACADAM SURFACE, AND HIDDEN IN
 TU2713'HIGH GRASS ABOUT 4 FEET LOWER THAN THE MACADAM SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2175 ***********************************************************************
 TU2175  DESIGNATION -  PUU OHAI 1877
 TU2175  PID         -  TU2175
 TU2175  STATE/COUNTY-  HI/HAWAII
 TU2175  USGS QUAD   -  PAPAALOA (1980)
 TU2175
 TU2175                         *CURRENT SURVEY CONTROL
 TU2175  ___________________________________________________________________
 TU2175* NAD 83(1993)-  19 56 32.71733(N)    155 11 21.70953(W)     ADJUSTED  
 TU2175* LOCAL TIDAL -       224.2    (meters)     736.     (feet)  VERT ANG  
 TU2175  ___________________________________________________________________
 TU2175  EPOCH DATE  -        1993.62
 TU2175  LAPLACE CORR-         -19.58  (seconds)                    DEFLEC99
 TU2175  GEOID HEIGHT-          18.38  (meters)                     GEOID03
 TU2175
 TU2175  HORZ ORDER  -  THIRD
 TU2175
 TU2175.The horizontal coordinates were established by classical geodetic methods
 TU2175.and adjusted by the National Geodetic Survey in December 1998..
 TU2175.The horizontal coordinates are valid at the epoch date displayed above.
 TU2175.The epoch date for horizontal control is a decimal equivalence
 TU2175.of Year/Month/Day.
 TU2175
 TU2175.The orthometric height was determined by vertical angle observations.
 TU2175
 TU2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2175
 TU2175.The geoid height was determined by GEOID03.
 TU2175
 TU2175;                    North         East     Units Scale Factor Converg.
 TU2175;SPC HI 1     -   122,798.453   532,518.020   MT  0.99997973   +0 06 21.4
 TU2175;UTM  05      - 2,206,603.428   270,854.866   MT  1.00024903   -0 44 49.4
 TU2175
 TU2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2175!SPC HI 1     -   0.99996187  x   0.99997973  =   0.99994160
 TU2175!UTM  05      -   0.99996187  x   1.00024903  =   1.00021089
 TU2175
 TU2175:                Primary Azimuth Mark                     Grid Az
 TU2175:SPC HI 1     -  TOLEDO                                   175 42 31.5
 TU2175:UTM  05      -  TOLEDO                                   176 33 42.3
 TU2175
 TU2175|---------------------------------------------------------------------|
 TU2175| PID    Reference Object                     Distance      Geod. Az  |
 TU2175|                                                           dddmmss.s |
 TU2175| TU2173 TOLEDO                              APPROX. 3.1 KM 1754852.9 |
 TU2175|---------------------------------------------------------------------|
 TU2175
 TU2175                          SUPERSEDED SURVEY CONTROL
 TU2175
 TU2175  NAD 83(1986)-  19 56 32.69143(N)    155 11 21.71502(W) AD(       ) 3
 TU2175  OLD HI      -  19 56 43.69400(N)    155 11 31.69400(W) AD(       ) 3
 TU2175
 TU2175.Superseded values are not recommended for survey control.
 TU2175.NGS no longer adjusts projects to the OLD HI datum.
 TU2175.See file dsdata.txt to determine how the superseded data were derived.
 TU2175
 TU2175_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC7085506603(NAD 83)
 TU2175
 TU2175  HISTORY     - Date     Condition        Report By
 TU2175  HISTORY     - 1877     MONUMENTED       COASUR
 TU2175  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2175  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2175  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2175
 TU2175                          STATION DESCRIPTION
 TU2175
 TU2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2175'ON NORTHEAST COAST OF HAWAII, IN NORTH HILO DISTRICT, LAND OF
 TU2175'POHAKUPUKA, ON A NOT VERY PRONOUNCED CANE-COVERED HILL BETWEEN
 TU2175'MAULUA GULCH AND THE RAILROAD STATION OF NINOLE.  STATION BEARS
 TU2175'S. 27 DEG W. FROM A CHURCH WHICH IS 1,200 METERS EAST OF MAULUA
 TU2175'GULCH, ON THE ROAD, AND 200 METERS FROM THE SEA.  IT IS REACHED
 TU2175'BY LEAVING THE GOVERNMENT ROAD AT THE PLANTATIONS ROAD WHICH
 TU2175'GOES MAUKA (INLAND) JUST A SHORT DISTANCE EAST OF THE EAST END
 TU2175'OF THE RAILROAD TUNNEL.  FOLLOW THIS ROAD PAST KAIAKEA CAMP
 TU2175'(PAPAALOA PLANTATION) AND WHEN THE CHURCH AND A MANGO GROVE BEAR
 TU2175'N. 27 DEG E. TURN UP TO TOP OF HILL ABOUT 200 METERS ABOVE
 TU2175'ROAD.  MARKED BY A BURIED COPPER TRIANGLE, ABOVE WHICH IS A
 TU2175'CONCRETE CYLINDER FLUSH WITH THE GROUND IN THE CENTER OF WHICH IS
 TU2175'A UNITED STATES GEOLOGICAL SURVEY DISK.
 TU2175
 TU2175                          STATION RECOVERY (1949)
 TU2175
 TU2175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2175'IN 1877 WHEN THIS STATION WAS ESTABLISHED BY THE HAWAIIAN
 TU2175'GOVERNMENT SURVEY, THE FOLLOWING DESCRIPTION WAS WRITTEN.  STATION
 TU2175'MARK A COPPER TRIANGLE 2 FEET UNDERGROUND 2 PITS AND A FLAT
 TU2175'STONE, BY AUWAI IN KAUAIS LAND IN THE AHUPUNA OF POHAKUPUKA
 TU2175'1/4 MILE ABOVE THE MAIN ROAD.  IN 1900 THIS STATION WAS RECOVERED
 TU2175'BY J. S. EMERSON WHO MADE THE FOLLOWING NOTE.  STATION
 TU2175'RESTORED.  PRESENT STATION MARK A 12 INCH CONCRETE CYLINDER,
 TU2175'DIVESTED OF ITS IRON COVERING, MARKED WITH A DRILL HOLE IN ITS
 TU2175'CENTER AND PROJECTING 2 INCHES ABOVE THE GROUND SECURED BY
 TU2175'RAMMED STONE 4 FEET IN DIAMETER.  IN 1912 THIS STATION WAS
 TU2175'RECOVERED BY THE U.S. GEOLOGICAL SURVEY WHO MADE THE
 TU2175'FOLLOWING NOTE.  ORIGINAL STATION RECOVERED.  REMARKED BY A
 TU2175'BRONZE TABLET SET IN THE TOP OF THE ORIGINAL CONCRETE
 TU2175'CYLINDER.  THIS BRONZE DISK WAS RECOVERED BY E. R. HAND IN
 TU2175'THE YEAR OF 1912.  AT THE TIME OF THIS SURVEY, THE U.S.
 TU2175'GEOLOGICAL SURVEY DISK WAS RECOVERED IN GOOD CONDITION,
 TU2175'HOWEVER, IT IS NOW SURROUNDED BY A TRIANGULAR SLAB OF CONCRETE,
 TU2175'6 FEET ON EACH SIDE, WHICH IS FLUSH WITH THE SURFACE OF THE
 TU2175'SOIL.  THIS CONCRETE SLAB WAS INSTALLED BY THE TERRITORY
 TU2175'SURVEY ABOUT 1930.  A NEW DESCRIPTION FOLLOWS--
 TU2175'
 TU2175'THE STATION IS LOCATED, IN CANE LAND, ABOUT 5 MILES SOUTHEAST OF
 TU2175'LAUPAHOEHOE POINT, ABOUT 2.5 MILES NORTHWEST OF HONOHINA,
 TU2175'ABOUT 0.7 MILE SOUTHWEST OF THE HIGHWAY WHICH RUNS BETWEEN HILO
 TU2175'AND HONOKAA AND ABOUT 150 FEET NORTH OF A GRADED ROAD.
 TU2175'
 TU2175'THE STATION IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 TU2175'735, SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS 12 INCHES
 TU2175'IN DIAMETER AND FLUSH WITH THE SURFACE OF THE SOIL.  IT IS
 TU2175'SURROUNDED BY A TRIANGULAR SLAB OF CONCRETE 6 FEET ON EACH
 TU2175'SIDE AND FLUSH WITH THE SURFACE OF THE SURROUNDING GROUND.
 TU2175'
 TU2175'NO REFERENCE MARKS WERE ESTABLISHED AT THIS STATION.
 TU2175'
 TU2175'TO REACH FROM THE POST OFFICE IN HILO.  GO NORTHERLY, ON THE
 TU2175'ROAD WHICH LEADS TOWARD HONOKAA, FOR 21.4 MILES.  CROSS OVER
 TU2175'THE AHOLE BRIDGE AND TURN LEFT, ONTO A GRADED FIELD ROAD.  GO
 TU2175'WESTERLY, UP A STEEP GRADE, FOR 0. 7 MILE TO THE END OF TRUCK
 TU2175'TRAVEL.  FROM THIS POINT PACK NORTH FOR ABOUT 150 FEET TO THE
 TU2175'STATION.
 TU2175
 TU2175                          STATION RECOVERY (1967)
 TU2175
 TU2175'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2175'STATION WAS RECOVERED AND FOUND TO BE SHIFTED SEVERAL INCHES
 TU2175'FROM ITS ORIGINAL POSITION DUE TO UNDERMINING OF THE CONCRETE
 TU2175'PLATFORM DURING CULTIVATION OF THE CANEFIELD.  STATION SHOULD
 TU2175'BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2578 ***********************************************************************
 TU2578  DESIGNATION -  PUU OHAU RESET
 TU2578  PID         -  TU2578
 TU2578  STATE/COUNTY-  HI/HAWAII
 TU2578  USGS QUAD   -  KEALAKEKUA (1996)
 TU2578
 TU2578                         *CURRENT SURVEY CONTROL
 TU2578  ___________________________________________________________________
 TU2578* NAD 83(1993)-  19 30 41.64846(N)    155 57 10.77382(W)     ADJUSTED  
 TU2578* LOCAL TIDAL -        70.1    (meters)     230.     (feet)  VERT ANG  
 TU2578  ___________________________________________________________________
 TU2578  EPOCH DATE  -        1993.62
 TU2578  LAPLACE CORR-          25.37  (seconds)                    DEFLEC99
 TU2578  GEOID HEIGHT-          19.43  (meters)                     GEOID03
 TU2578
 TU2578  HORZ ORDER  -  SECOND
 TU2578
 TU2578.The horizontal coordinates were established by classical geodetic methods
 TU2578.and adjusted by the National Geodetic Survey in December 1998..
 TU2578.The horizontal coordinates are valid at the epoch date displayed above.
 TU2578.The epoch date for horizontal control is a decimal equivalence
 TU2578.of Year/Month/Day.
 TU2578
 TU2578.The orthometric height was determined by vertical angle observations.
 TU2578
 TU2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2578
 TU2578.The geoid height was determined by GEOID03.
 TU2578
 TU2578;                    North         East     Units Scale Factor Converg.
 TU2578;SPC HI 1     -    75,136.999   452,452.333   MT  0.99999460   -0 09 04.7
 TU2578;UTM  05      - 2,160,102.395   190,052.617   MT  1.00078764   -0 59 13.5
 TU2578;UTM  04      - 2,160,275.250   819,822.357   MT  1.00086454   +1 01 06.8
 TU2578
 TU2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2578!SPC HI 1     -   0.99998593  x   0.99999460  =   0.99998053
 TU2578!UTM  05      -   0.99998593  x   1.00078764  =   1.00077355
 TU2578!UTM  04      -   0.99998593  x   1.00086454  =   1.00085045
 TU2578
 TU2578:                Primary Azimuth Mark                     Grid Az
 TU2578:SPC HI 1     -  HOLUALOA STORE                           001 57 18.2
 TU2578:UTM  05      -  HOLUALOA STORE                           002 47 27.0
 TU2578:UTM  04      -  HOLUALOA STORE                           000 47 06.7
 TU2578
 TU2578|---------------------------------------------------------------------|
 TU2578| PID    Reference Object                     Distance      Geod. Az  |
 TU2578|                                                           dddmmss.s |
 TU2578| TU2577 HOLUALOA STORE                      APPROX.10.8 KM 0014813.5 |
 TU2578| TU2570 KAINALIU ST PAUL CATH CH SPIRE      APPROX. 4.0 KM 0335620.7 |
 TU2578| TU2569 KAINALIU LANAKILA CHURCH SPIRE      APPROX. 3.6 KM 0444844.7 |
 TU2578| TU2564 KEALAKEKUA RADIO KONA MAST          APPROX. 4.0 KM 0805948.1 |
 TU2578| TU2567 KEALAKEKUA KONA CHURCH SPIRE        APPROX. 3.4 KM 0831609.6 |
 TU2578| CN6118 PUU OHAU RM 1                        13.441 METERS 10117     |
 TU2578| CN6120 PUU OHAU RM 2                         1.934 METERS 28554     |
 TU2578| CN6121 PUU OHAU RM 3                         3.333 METERS 32317     |
 TU2578| CN6119 PUU OHAU RM 2 RESET                   2.925 METERS 35446     |
 TU2578| TU2589 HOLUALOA STACK                      APPROX.13.4 KM 3554849.6 |
 TU2578|---------------------------------------------------------------------|
 TU2578
 TU2578                          SUPERSEDED SURVEY CONTROL
 TU2578
 TU2578  NAD 83(1986)-  19 30 41.64679(N)    155 57 10.80638(W) AD(       ) 2
 TU2578  OLD HI      -  19 30 52.52700(N)    155 57 20.84400(W) AD(       ) 2
 TU2578
 TU2578.Superseded values are not recommended for survey control.
 TU2578.NGS no longer adjusts projects to the OLD HI datum.
 TU2578.See file dsdata.txt to determine how the superseded data were derived.
 TU2578
 TU2578_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9005360102(NAD 83)
 TU2578
 TU2578  HISTORY     - Date     Condition        Report By
 TU2578  HISTORY     - 1928     MONUMENTED       HITS
 TU2578  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2578  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2578  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2578  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2578
 TU2578                          STATION DESCRIPTION
 TU2578
 TU2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2578'ON WEST COAST OF HAWAII, KONA DISTRICT, ON PUU OHAU, A CONSPICUOUS
 TU2578'HILL ABOUT 1-1/2 MILES NORTH OF KEALEKEKUA BAY, 305 METERS FROM
 TU2578'THE SEA.  THERE IS AN ANCIENT STONE PLATFORM ABOUT 5 METERS WEST
 TU2578'OF THE STATION, AND ACROSS A DEEP VOLCANIC PIT, ON OPPOSITE SIDE
 TU2578'OF RIM BUT MUCH LOWER, IS A TOMB OF WHITE MORTAR.  IT BEARS S. 30
 TU2578'DEG W. FROM STATION, DISTANT 150 METERS.  CARE MUST BE TAKEN NOT
 TU2578'TO MISTAKE TOMB FOR CAIRN, PAINTED WHITE, WHICH WAS LEFT OVER
 TU2578'STATION (1913).  STATION MARKED BY EARTHENWARE BOTTLE 2 FEET
 TU2578'BELOW SURFACE OF GROUND.  SURFACE MARK IS STONE MARKED WITH
 TU2578'TRIANGLE, WHILE THREE STONES MARKED WITH CROSSES ARE EACH 0.76
 TU2578'METER (2.5 FEET) FROM STATION.  IN 1928 SURFACE AND WITNESS
 TU2578'MARKS FOUND AS DESCRIBED.  SUBSURFACE MARK NOT INVESTIGATED.
 TU2578'ADDITIONAL WITNESS MARKS ESTABLISHED AS FOLLOWS--CROSS CUT IN
 TU2578'LARGE BOULDER, DISTANT 3.9 METERS (13 FEET), ON BEARING N. 80
 TU2578'DEG W. (MAG.).  TRIANGLE BLAZED ON TREE, DISTANT 11.2 METERS,
 TU2578'(37 FEET), ON BEARING S. 41 DEG E. (MAG.).  STATION MAY BE
 TU2578'REACHED OVER LAVA TRAIL FROM COOKS MONUMENT.  IN SMOOTH WEATHER
 TU2578'LANDING MAY BE MADE AT BASE OF PUU OHAU IN SMALL BIGHT, ON
 TU2578'SHORE OF WHICH IS A SHACK.
 TU2578
 TU2578                          STATION RECOVERY (1948)
 TU2578
 TU2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2578'A 2-1/2 INCH PIPE WAS FOUND PROJECTING FROM THE TOP OF A SQUARE
 TU2578'CONCRETE PLATFORM AND WAS USED AS THE STATION.  ONE REFERENCE MARK
 TU2578'WAS ESTABLISHED FOR THIS STATION.  A NEW DESCRIPTION FOLLOWS--
 TU2578'
 TU2578'THE STATION IS LOCATED ON THE BOUNDARY LINE OF THE NORTH AND
 TU2578'SOUTH KONA DISTRICTS AND ON THE SUMMIT OF A PROMINENT VOLCANIC
 TU2578'KNOLL, ABOUT 200 FEET HIGH, WHICH LIES ABOUT 4 MILES SOUTH OF
 TU2578'KEAUHOU BAY, ABOUT 3 MILES NORTH OF KEALAKEKUA BAY, ABOUT 2.5
 TU2578'MILES WEST OF KEALAKEKUA, ABOUT 0.4 MILE NORTH OF A SMALL BEACH
 TU2578'SHACK, ABOUT 300 METERS EAST OF THE BEACH AND 20 FEET EAST OF AN
 TU2578'OLD STONE PLATFORM.
 TU2578'
 TU2578'TO REACH FROM THE POST OFFICE IN KEALAKEKUA.  GO SOUTH, ON
 TU2578'THE ROAD WHICH LEADS TOWARD CAPTAIN COOK, FOR 0.4 MILE.  TURN
 TU2578'RIGHT, PASS THROUGH A BOARD GATE, AND FOLLOW A TRACK ROAD,
 TU2578'WESTERLY, FOR 0.5 MILE.  PASS TO THE SOUTH OF A HOUSE.  PASS
 TU2578'THROUGH THE MOST WESTERLY OF TWO GATES AND FOLLOW A DIM TRACK
 TU2578'ROAD WESTERLY FOR 0.7 MILE.  PASS THROUGH A BOARD GATE, CROSS
 TU2578'OVER THE OLD RAILROAD GRADE AND CONTINUE WESTERLY FOR 0.6 MILE.
 TU2578'PASS THROUGH A GATE IN A ROCK WALL AND CONTINUE WESTERLY FOR
 TU2578'0.2 MILE.  PASS THROUGH A GATE, WHICH LIES JUST EAST OF A
 TU2578'CACTUS PATCH, TURN RIGHT AND FOLLOW A TRACK ROAD NORTH AND WEST
 TU2578'FOR 0.7 MILE.  TAKE THE RIGHT HAND FORK AND GO
 TU2578'NORTHERLY, ON A NARROW, BRUSH COVERED, ROAD FOR 0.3 MILE TO
 TU2578'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK WEST AND NORTH, UP
 TU2578'THE GENTLE SLOPE, FOR ABOUT 0.2 MILE TO THE HIGHEST GROUND AND
 TU2578'THE STATION.
 TU2578'
 TU2578'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2578'PROJECTS 2-1/2 FEET FROM THE TOP OF A SQUARE CONCRETE PLATFORM
 TU2578'WHICH IS ABOUT 6 FEET ON EACH SIDE.  THE CONCRETE PLATFORM
 TU2578'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 TU2578'
 TU2578'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUU OHAU 1
 TU2578'1948, SET INTO A MOUND OF CONCRETE ON THE TOP OF A BOULDER WHICH
 TU2578'IS ABOUT 4 FEET IN DIAMETER AND PROJECTS ABOUT 3 FEET.  IT IS
 TU2578'LOCATED 12 FEET NORTH OF THE CREST OF THE CRATERS RIM AND IS ABOUT
 TU2578'THE SAME ELEVATION AS THE STATION.
 TU2578'
 TU2578'THE FOLLOWING REPORTED BY CHAS. L. MURRAY, SR. CADASTRAL
 TU2578'ENGINEER, HAWAII TERRITORY SURVEY--THE OLD MARK A DRILL HOLE
 TU2578'IN A TRIANGLE CUT IN A SET-STONE WAS RECOVERED BY THE H. T. S. IN
 TU2578'1928.  A 2-1/2 INCH PIPE WAS SET IN CONCRETE AND CENTERED OVER
 TU2578'THE OLD MARK.
 TU2578
 TU2578                          STATION RECOVERY (1968)
 TU2578
 TU2578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2578'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2578'GOOD CONDITION.  A NEW REFERENCE MARK, NO. 2, WAS ESTABLISHED.  A
 TU2578'COMPLETE DESCRIPTION FOLLOWS--
 TU2578'
 TU2578'STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF KAILUA, 2
 TU2578'MILES WEST OF KEALAKEKUA, ON THE NORTH KONA-SOUTH KONA BOUNDARY,
 TU2578'AND ON THE NORTH RIM OF PUU OHAU, A TIMBERED HILL OF ABOUT 230
 TU2578'FEET ELEVATION.
 TU2578'
 TU2578'TO REACH STATION FROM THE POST OFFICE IN KEALAKEKUA, GO
 TU2578'SOUTH ON STATE HIGHWAY 11 FOR 0.75 MILE TO POWER POLE 135.  TURN
 TU2578'SHARP RIGHT AND GO DOWN GRADE ON MACADAM TRACK ROAD FOR 0.3
 TU2578'MILE TO BOARD GATE ON LEFT.  PASS THROUGH GATE AND GO 0.15 MILE
 TU2578'TO LOCKED BOARD GATE.  PASS THROUGH GATE AND CONTINUE ON FIELD
 TU2578'ROAD FOR 0.65 MILE TO GATE.  PASS THROUGH GATE, TAKE LEFT
 TU2578'FORK, AND GO 0.25 MILE TO FORK.  TAKE LEFT FORK FOR 30 YARDS TO
 TU2578'GATE.  PASS THROUGH GATE AND GO 0.55 MILE TO GATE.  PASS
 TU2578'THROUGH GATE AND GO 0.3 MILE TO GATE IN STONE WALL.  PASS
 TU2578'THROUGH GATE THEN TURN RIGHT AND GO ALONG WALL FOR 0.25 MILE
 TU2578'TO LOCKED GATE.  PASS THROUGH GATE, THEN THROUGH GATE IN
 TU2578'OPPOSITE STONE WALL, AND GO LEFT, DOWNGRADE, FOR 0.5 MILE TO
 TU2578'CROSSROAD.  CONTINUE AHEAD FOR 0.35 MILE TO 3-WAY FORK.  TAKE
 TU2578'EXTREME LEFT FORK AND GO 0.15 MILE TO END OF TRUCK TRAVEL.
 TU2578'PACK SOUTHEAST UP HILL ABOUT 200 YARDS TO STATION.  (KEY
 TU2578'FOR LOCKED GATES WAS OBTAINED AT GREENWELL RANCH OFFICE IN
 TU2578'KEALAKEKUA).
 TU2578'
 TU2578'STATION IS MARKED BY A 1-INCH-DRILL HOLE IN A STONE AT THE
 TU2578'BOTTOM OF A 6 X 30-INCH RECESS 7 INCHES DEEP, IN THE CENTER
 TU2578'OF A 6-FOOT-SQUARE, CONCRETE PLATFORM.  AT CENTER OF PLATFORM
 TU2578'IS A SQUARE CONCRETE PIER, 2 FEET HIGH, WHICH SUPPORTS A RED
 TU2578'AND WHITE TARGET 8 FEET TALL.
 TU2578'
 TU2578'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU OHAU
 TU2578'1 1948, CEMENTED IN A DRILL HOLE IN THE TOP OF A BEDROCK LEDGE
 TU2578'PROJECTING 2 FEET ABOVE GROUND, AND IS ABOUT 6 INCHES HIGHER THAN
 TU2578'STATION MARK.
 TU2578'
 TU2578'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU OHAU HGS
 TU2578'1883 NO 2 1968, CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 6
 TU2578'INCHES FROM GROUND.  IT IS ABOUT 6 INCHES LOWER THAN STATION MARK.
 TU2578
 TU2578                          STATION RECOVERY (1972)
 TU2578
 TU2578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2578'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU2578'DESCRIBED BY R. C. MUNSON (1968) IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1203 ***********************************************************************
 TU1203  DESIGNATION -  PUU OHIA RESET=TANTALUS
 TU1203  PID         -  TU1203
 TU1203  STATE/COUNTY-  HI/HONOLULU
 TU1203  USGS QUAD   -  HONOLULU (1983)
 TU1203
 TU1203                         *CURRENT SURVEY CONTROL
 TU1203  ___________________________________________________________________
 TU1203* NAD 83(1993)-  21 19 57.57997(N)    157 48 53.34407(W)     ADJUSTED  
 TU1203* LOCAL TIDAL -       614.     (meters)    2014.     (feet)  SCALED    
 TU1203  ___________________________________________________________________
 TU1203  EPOCH DATE  -        1993.62
 TU1203  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 TU1203  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU1203
 TU1203  HORZ ORDER  -  SECOND
 TU1203
 TU1203.The horizontal coordinates were established by classical geodetic methods
 TU1203.and adjusted by the National Geodetic Survey in December 1998..
 TU1203.The horizontal coordinates are valid at the epoch date displayed above.
 TU1203.The epoch date for horizontal control is a decimal equivalence
 TU1203.of Year/Month/Day.
 TU1203
 TU1203.The orthometric height was scaled from a topographic map.
 TU1203
 TU1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1203
 TU1203.The geoid height was determined by GEOID03.
 TU1203
 TU1203;                    North         East     Units Scale Factor Converg.
 TU1203;SPC HI 3     -    18,390.061   519,210.317   MT  0.99999456   +0 04 02.5
 TU1203;UTM  04      - 2,359,427.353   622,906.082   MT  0.99978667   +0 25 52.3
 TU1203
 TU1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1203!SPC HI 3     -   0.99990099  x   0.99999456  =   0.99989555
 TU1203!UTM  04      -   0.99990099  x   0.99978667  =   0.99968768
 TU1203
 TU1203:                Primary Azimuth Mark                     Grid Az
 TU1203:SPC HI 3     -  KAIMUKI                                  165 07 13.9
 TU1203:UTM  04      -  KAIMUKI                                  164 45 24.1
 TU1203
 TU1203|---------------------------------------------------------------------|
 TU1203| PID    Reference Object                     Distance      Geod. Az  |
 TU1203|                                                           dddmmss.s |
 TU1203| TU1192 KAIMUKI                             APPROX. 6.3 KM 1651116.4 |
 TU1203| CJ9057 TANTALUS RM 1                         7.048 METERS 17234     |
 TU1203| TU1340 MOANA HOTEL FLAGSTAFF               APPROX. 6.3 KM 1910858.7 |
 TU1203| TU1220 HONOLULU ROYAL HAWAIIAN C TWR       APPROX. 6.3 KM 1933233.9 |
 TU1203| TU1230 FORT DE RUSSY FLAGPOLE              APPROX. 6.0 KM 1992119.0 |
 TU1203| TU1316 SAND ISLAND LIGHT                   APPROX. 6.5 KM 2385044.7 |
 TU1203| TU1320 HONOLULU AMERICAN CANNERY TANK      APPROX. 6.0 KM 2530501.4 |
 TU1203| CJ9058 TANTALUS RM 2                         4.390 METERS 25959     |
 TU1203|---------------------------------------------------------------------|
 TU1203
 TU1203                          SUPERSEDED SURVEY CONTROL
 TU1203
 TU1203  NAD 83(1986)-  21 19 57.53059(N)    157 48 53.35282(W) AD(       ) 2
 TU1203  OLD HI      -  21 20 08.92900(N)    157 49 03.23300(W) AD(       ) 2
 TU1203
 TU1203.Superseded values are not recommended for survey control.
 TU1203.NGS no longer adjusts projects to the OLD HI datum.
 TU1203.See file dsdata.txt to determine how the superseded data were derived.
 TU1203
 TU1203_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2290659427(NAD 83)
 TU1203
 TU1203  HISTORY     - Date     Condition        Report By
 TU1203  HISTORY     - 1927     MONUMENTED       CGS
 TU1203  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1203  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1203  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1203
 TU1203                          STATION DESCRIPTION
 TU1203
 TU1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1203'IN THE SOUTHEASTERN PART OF OAHU, ON THE SUMMIT OF PUU OHIA
 TU1203'(TANTALUS HILL), ABOUT 3-1/2 MILES NORTHEAST OF THE CENTER OF
 TU1203'THE HONOLULU BUSINESS DISTRICT.  CAR CAN BE DRIVEN TO WITHIN
 TU1203'300 FEET (IN ELEVATION) OF STATION.  MARKED BY A GRANITE POST
 TU1203'SUNK NEARLY LEVEL WITH GROUND, WITH CROSS CUT IN TOP.  AROUND
 TU1203'THIS HAS BEEN PLACED A CONCRETE PIER 6 FEET SQUARE WITH 3-INCH
 TU1203'GALVANIZED PIPE SET VERTICALLY OVER CENTER.  REFERENCE MARKS,
 TU1203'NOTE 13A, STANDARD REFERENCE DISKS IN CONCRETE IN TILE, ARE AT
 TU1203'THE FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--NO. 1,
 TU1203'7.055 METERS (23.15 FEET), 352 DEG 19 MIN.  NO. 2, 4.360
 TU1203'METERS (14.30 FEET), 80 DEG 03 MIN.  RE-MARKED ACCORDING
 TU1203'TO NOTE 14A IN 1929.
 TU1203
 TU1203                          STATION RECOVERY (1963)
 TU1203
 TU1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1203'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDTION.  A
 TU1203'COMPLETE DESCRIPTION FOLLOWS--
 TU1203'
 TU1203'STATION IS LOCATED ABOUT 3-3/4 MILES AIRLINE NORTHEAST OF THE
 TU1203'FEDERAL BUILDING IN HONOLULU, AT ABOUT 2013 FEET ELEVATION, ON
 TU1203'THE SUMMIT OF THE HILL JUST ABOVE THE NORTHERNMOST END OF
 TU1203'TANTALUS DRIVE.
 TU1203'
 TU1203'TO REACH STATION FROM THE POLICE STATION AT BERETANIA AND
 TU1203'KALAKAUA STREETS IN HONOLULU, GO EAST ON BERETANIA FOR 2
 TU1203'BLOCKS.  TURN LEFT AND GO 0.35 MILE ON PUNAHOU STREE.  TURN
 TU1203'LEFT AND GO 0.15 MILE ON WILDER AVENUE.  TURN RIGHT AND FOLLOW
 TU1203'ROUND TOP DRIVE WINDING UPGRADE FOR 6.0 MILES TO LOCKED GATE
 TU1203'ON A NARROW, HARD-SURFACED ROAD ON RIGHT.  PASS THROUGH GATE AND
 TU1203'GO UP STEEP GRADE FOR 0.55 MILE.  TURN SHARP RIGHT AND GO
 TU1203'0.05 MILE TO END OF ROAD AT BUILDING.  WALK UP FLIGHT OF STEPS
 TU1203'TO TOP OF HILL AND STATION.
 TU1203'
 TU1203'STATION MARK IS AN UNSTAMPED, HAWAII TERRITORY SURVEY, BRONZE
 TU1203'DISK, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT 1
 TU1203'INCH BELOW GROUND LEVEL.  IT IS 24 FEET SOUTH FROM THE TOP
 TU1203'STEP OF THE FLIGHT, AND ABOUT 25 YARDS SOUTH OF A TELEPHONE
 TU1203'COMPANY BUILDING.  A TYPE A HAWAII TERRITORY SURVEY SIGNAL IS
 TU1203'CENTERED OVER THE MARK.  THE FLOOR IS 4-1/2 FEET ABOVE GROUND
 TU1203'AND THE METAL TARGET EXTENDS 8 FEET ABOVE THE FLOOR.
 TU1203'
 TU1203'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TANTALUS
 TU1203'NO 1 1927, SET IN CONCRETE IN THE TOP OF A 5-INCH IRON PIPE
 TU1203'THAT PROJECTS 4 INCHES ABOVE GROUND.  IT IS 10 FEET EAST OF DIM
 TU1203'TRAIL AND ABOUT 1 FOOT LOWER THAN STATION.
 TU1203'
 TU1203'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TANTALUS
 TU1203'NO 2 1927, SET IN CONCRETE IN THE TOP OF A 5-INCH IRON PIPE
 TU1203'THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS AT ABOUT SAME ELEVATION
 TU1203'AS STATION MARK.
 TU1203'
 TU1203'(NOTE)-- (KEY FOR LOCKED GATE WAS OBTAINED FROM THE FOREST
 TU1203'SERVICE OFFICE IN HONOLULU).
 TU1203
 TU1203                          STATION RECOVERY (1969)
 TU1203
 TU1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU1203'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2931 ***********************************************************************
 TU2931  DESIGNATION -  PUU OLAI 1879
 TU2931  PID         -  TU2931
 TU2931  STATE/COUNTY-  HI/MAUI
 TU2931  USGS QUAD   -  MAKENA (1995)
 TU2931
 TU2931                         *CURRENT SURVEY CONTROL
 TU2931  ___________________________________________________________________
 TU2931* NAD 83(1993)-  20 38 10.98766(N)    156 26 55.33413(W)     ADJUSTED  
 TU2931* LOCAL TIDAL -       109.6    (meters)     360.     (feet)  VERT ANG  
 TU2931  ___________________________________________________________________
 TU2931  EPOCH DATE  -        1993.62
 TU2931  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 TU2931  GEOID HEIGHT-          16.50  (meters)                     GEOID03
 TU2931
 TU2931  HORZ ORDER  -  FIRST
 TU2931
 TU2931.The horizontal coordinates were established by classical geodetic methods
 TU2931.and adjusted by the National Geodetic Survey in December 1998..
 TU2931.The horizontal coordinates are valid at the epoch date displayed above.
 TU2931.The epoch date for horizontal control is a decimal equivalence
 TU2931.of Year/Month/Day.
 TU2931
 TU2931.The orthometric height was determined by vertical angle observations.
 TU2931
 TU2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2931
 TU2931.The geoid height was determined by GEOID03.
 TU2931
 TU2931;                    North         East     Units Scale Factor Converg.
 TU2931;SPC HI 2     -    33,565.132   522,715.387   MT  0.99997304   +0 04 36.5
 TU2931;UTM  04      - 2,283,993.340   765,856.501   MT  1.00047359   +0 53 58.9
 TU2931
 TU2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2931!SPC HI 2     -   0.99998018  x   0.99997304  =   0.99995322
 TU2931!UTM  04      -   0.99998018  x   1.00047359  =   1.00045376
 TU2931
 TU2931:                Primary Azimuth Mark                     Grid Az
 TU2931:SPC HI 2     -  MAUI RADIO RANGE TOWER                   142 08 10.3
 TU2931:UTM  04      -  MAUI RADIO RANGE TOWER                   141 18 47.9
 TU2931
 TU2931|---------------------------------------------------------------------|
 TU2931| PID    Reference Object                     Distance      Geod. Az  |
 TU2931|                                                           dddmmss.s |
 TU2931| TU2924 MAUI RADIO RANGE TOWER              APPROX. 0.6 KM 1421246.8 |
 TU2931| TU2901 HANAMANIOA POINT LIGHTHOUSE         APPROX. 7.0 KM 1470010.7 |
 TU2931|---------------------------------------------------------------------|
 TU2931
 TU2931                          SUPERSEDED SURVEY CONTROL
 TU2931
 TU2931  NAD 83(1986)-  20 38 10.96157(N)    156 26 55.32457(W) AD(       ) 1
 TU2931  OLD HI      -  20 38 22.43800(N)    156 27 05.47100(W) AD(       ) 1
 TU2931
 TU2931.Superseded values are not recommended for survey control.
 TU2931.NGS no longer adjusts projects to the OLD HI datum.
 TU2931.See file dsdata.txt to determine how the superseded data were derived.
 TU2931
 TU2931_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6585783993(NAD 83)
 TU2931
 TU2931  HISTORY     - Date     Condition        Report By
 TU2931  HISTORY     - 1879     MONUMENTED       CGS
 TU2931  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2931  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2931  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2931  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2931
 TU2931                          STATION DESCRIPTION
 TU2931
 TU2931'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2931'OLD DESCRIPTION.  MAUI ISLAND, HAWAIIAN GOVERNMENT SURVEY,
 TU2931'1879.  J.F. PRATT, 1905.  ON THE SOUTHWEST COAST OF EAST
 TU2931'MAIU, IN HONUAULA DIST., ON THE HIGHEST POINT OF THE CONSPICIOUS
 TU2931'HILL KNOWN AS PUU OLAI OR MILLERS HILL, ABOUT 1 MILE SOUTHWEST
 TU2931'FROM MAKENA BAY.  IT IS ON THE SOUTHEAST SUMMIT EAST OF THE MAIN
 TU2931'CRATER.  MARKED BY CONCRETE POST ABOUT 8 INCHES SQUARE SET IN
 TU2931'GROUND AND PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE.
 TU2931'
 TU2931'STATION WAS RECOVERED IN 1929 BY THE HAWAII TERRITORIAL SURVEY,
 TU2931'V.S. SEWARD, AND REMARKED WITH A TYPE B STATION MONUMENT.  THE
 TU2931'OLD MARK IS NOT NOW VISIBLE.
 TU2931'
 TU2931'THE CENTER OF THE 2-1/2 INCH IRON PIPE TARGET HOLDER WAS USED
 TU2931'AS STATION.
 TU2931'
 TU2931'TO REACH FROM THE POST OFFICE AT KIHEI--GO SOUTH ON MAIN ROAD
 TU2931'TOWARD LA PALUSE BAY FOR 11.0 MILES, TURN RIGHT AND GO 0.1 MILE
 TU2931'TO FOOT OF HILL.
 TU2931
 TU2931                          STATION RECOVERY (1961)
 TU2931
 TU2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRP)
 TU2931'THE LOCATION OF THE STATION IS AS DESCRIBED.  THE HAWAIIAN
 TU2931'STATE GOVERNMENT HAS REMARKED THE STATION ACCORDING TO NOTE
 TU2931'14B.  THE CONCRETE PLATFORM RESTS ON THE GROUND AND PROJECTS
 TU2931'ABOUT 8 INCHES ABOVE GROUND LEVEL.  A SIGNAL POST IS SUPPORTED
 TU2931'BY A 2-1/2 INCH IRON PIPE SET IN THE CONCRETE SLAB.  THE
 TU2931'SIGNAL MAY BE REMOVED.  THE STATION IS THE CENTER OF THE 2-1/2
 TU2931'INCH IRON PIPE.
 TU2931
 TU2931                          STATION RECOVERY (1961)
 TU2931
 TU2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2931'THE STATION WAS RECOVERED AS DESCRIBED BY C.T.H. IN 1950.  THE
 TU2931'TYPE B HAWAIIAN TERRITORY SURVEY MONUMENT IS IN GOOD CONDITION,
 TU2931'AND IS VISIBLE FROM THE ROAD.  IT IS ABOUT 1/2 MILE NORTH OF
 TU2931'THE F.A.A. LOW FREQUENCY RANGE TOWERS.
 TU2931
 TU2931                          STATION RECOVERY (1968)
 TU2931
 TU2931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2931'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 10
 TU2931'MILES SOUTH OF THE KIHEI POST OFFICE, 1-1/4 MILES SOUTH-SOUTHWEST
 TU2931'OF MAKENA, AND 1500 FEET WEST OF THE MAIN ROAD, ON THE SUMMIT
 TU2931'OF PUU OLAI, A HILL OF ABOUT 360 FEET ELEVATION, ALONG THE COAST.
 TU2931'
 TU2931'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2931'STATE HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM ROAD.  CONTINUE
 TU2931'ON GRADED ROAD FOR 3.4 MILES TO JUNCTION WHERE HIGHWAY 31 GOES
 TU2931'LEFT, MAUKA.  CONTINUE AHEAD FOR 1.45 MILES TO SIDE ROAD
 TU2931'RIGHT.  GO RIGHT FOR 0.15 MILE TO FORK.  TAKE RIGHT FORK AND GO
 TU2931'0.1 MILE TO START OF TRAIL ON LEFT.  PACK UP GOOD TRAIL ABOUT
 TU2931'1/3-MILE TO TOP OF HILL AND STATION.
 TU2931'
 TU2931'STATION IS MARKED BY A TYPE B SIGNAL, WITH THE 6-FOOT-SQUARE,
 TU2931'CONCRETE PLATFORM FLUSH WITH GROUND.  AT CENTER OF PLATFORM IS A
 TU2931'12 X 12-INCH CONCRETE PIER 2 FEET HIGH, WITH A 2-1/2-INCH PIPE
 TU2931'IN THE CENTER, WHICH HOLDS A RED AND WHITE METAL TARGET.  CENTER
 TU2931'OF PIPE IS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0877 ***********************************************************************
 TU0877  DESIGNATION -  PUU OLAI HITS
 TU0877  PID         -  TU0877
 TU0877  STATE/COUNTY-  HI/MAUI
 TU0877  USGS QUAD   -  MAKENA (1995)
 TU0877
 TU0877                         *CURRENT SURVEY CONTROL
 TU0877  ___________________________________________________________________
 TU0877* NAD 83(1986)-  20 38 11.     (N)    156 26 55.     (W)     SCALED    
 TU0877* LOCAL TIDAL -       109.875  (meters)     360.48   (feet)  ADJUSTED  
 TU0877  ___________________________________________________________________
 TU0877  GEOID HEIGHT-          16.50  (meters)                     GEOID03
 TU0877
 TU0877  VERT ORDER  -  FIRST     CLASS I
 TU0877
 TU0877.The horizontal coordinates were scaled from a topographic map and have
 TU0877.an estimated accuracy of +/- 6 seconds.
 TU0877
 TU0877.The orthometric height was determined by differential leveling
 TU0877.and adjusted by the National Geodetic Survey in December 2003..
 TU0877.No vertical observational check was made to the station.
 TU0877
 TU0877.The geoid height was determined by GEOID03.
 TU0877
 TU0877;                    North         East    Units  Estimated Accuracy
 TU0877;SPC HI 2     -    33,570.      522,730.      MT  (+/- 180 meters Scaled)
 TU0877
 TU0877                          SUPERSEDED SURVEY CONTROL
 TU0877
 TU0877.No superseded survey control is available for this station.
 TU0877
 TU0877_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH658839(NAD 83)
 TU0877_MARKER: Z = SEE DESCRIPTION
 TU0877_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU0877_SP_SET: CINDER CONE
 TU0877_MARK LOGO: NONE  
 TU0877_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0877
 TU0877  HISTORY     - Date     Condition        Report By
 TU0877  HISTORY     - 1929     MONUMENTED       HITS
 TU0877  HISTORY     - 19790605 GOOD             NGS
 TU0877
 TU0877                          STATION DESCRIPTION
 TU0877
 TU0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0877'1.4 MILES SOUTH ALONG KIHEI ROAD FROM THE JUNCTION OF STATE HIGHWAY 31
 TU0877'IN MAKENA, THEN WEST ALONG A DIRT ROAD FOR 0.15 MILE, THEN WEST ALONG
 TU0877'AN OLD TRAIL UP THE EAST SIDE OF A CINDER CONE TO THE HIGHEST POINT OF
 TU0877'THE CINDER CONE, APPROXIMATELY 0.15 MILE, SET IN THE TOP OF THE CLASS
 TU0877'8 TYPE HAWAIIAN SURVEY MONUMENT, 1.5 FEET NORTH OF THE 3 INCH PIPE
 TU0877'TARGET HOLDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3371 ***********************************************************************
 TU3371  DESIGNATION -  PUU OLELO
 TU3371  PID         -  TU3371
 TU3371  STATE/COUNTY-  HI/MAUI
 TU3371  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3371
 TU3371                         *CURRENT SURVEY CONTROL
 TU3371  ___________________________________________________________________
 TU3371* NAD 83(1993)-  21 10 00.41294(N)    156 59 03.60784(W)     ADJUSTED  
 TU3371* LOCAL TIDAL -       125.     (meters)     410.     (feet)  SCALED    
 TU3371  ___________________________________________________________________
 TU3371  EPOCH DATE  -        1993.62
 TU3371  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 TU3371  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU3371
 TU3371  HORZ ORDER  -  THIRD
 TU3371
 TU3371.The horizontal coordinates were established by classical geodetic methods
 TU3371.and adjusted by the National Geodetic Survey in December 1998..
 TU3371.The horizontal coordinates are valid at the epoch date displayed above.
 TU3371.The epoch date for horizontal control is a decimal equivalence
 TU3371.of Year/Month/Day.
 TU3371
 TU3371.The orthometric height was scaled from a topographic map.
 TU3371
 TU3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3371
 TU3371.The geoid height was determined by GEOID03.
 TU3371
 TU3371;                    North         East     Units Scale Factor Converg.
 TU3371;SPC HI 2     -    92,304.155   467,009.646   MT  0.99998011   -0 06 52.9
 TU3371;UTM  04      - 2,341,935.612   709,284.157   MT  1.00014129   +0 43 41.1
 TU3371
 TU3371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3371!SPC HI 2     -   0.99997793  x   0.99998011  =   0.99995804
 TU3371!UTM  04      -   0.99997793  x   1.00014129  =   1.00011922
 TU3371
 TU3371:                Primary Azimuth Mark                     Grid Az
 TU3371:SPC HI 2     -  KEOLEWA 1925                             038 20 56.4
 TU3371:UTM  04      -  KEOLEWA 1925                             037 30 22.4
 TU3371
 TU3371|---------------------------------------------------------------------|
 TU3371| PID    Reference Object                     Distance      Geod. Az  |
 TU3371|                                                           dddmmss.s |
 TU3371| TU3370 KEOLEWA 1925                        APPROX. 1.1 KM 0381403.5 |
 TU3371|---------------------------------------------------------------------|
 TU3371
 TU3371                          SUPERSEDED SURVEY CONTROL
 TU3371
 TU3371  NAD 83(1986)-  21 10 00.37194(N)    156 59 03.55692(W) AD(       ) 3
 TU3371  OLD HI      -  21 10 11.83000(N)    156 59 13.62000(W) AD(       ) 3
 TU3371
 TU3371.Superseded values are not recommended for survey control.
 TU3371.NGS no longer adjusts projects to the OLD HI datum.
 TU3371.See file dsdata.txt to determine how the superseded data were derived.
 TU3371
 TU3371_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0928441936(NAD 83)
 TU3371
 TU3371  HISTORY     - Date     Condition        Report By
 TU3371  HISTORY     - UNK      MONUMENTED
 TU3371  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3371
 TU3371                          STATION DESCRIPTION
 TU3371
 TU3371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3371'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE
 TU3371'OF HAWAII SURVEY OFFICE, WHICH STATED THAT THE ORIGINAL MARK WAS A
 TU3371'REDWOOD POST.  A PIPE SET IN CONCRETE WAS RECOVERED AND IS BELIEVED
 TU3371'TO BE THE STATION.
 TU3371'
 TU3371'TO REACH FROM THE MAIN CROSSROAD IN KUALAPUU, GO EAST-NORTHEAST
 TU3371'ON STATE HIGHWAY 47 FOR 2.7 MILES TO END OF PAVED ROAD.  CONTINUE,
 TU3371'ON GRADED HIGHWAY, FOR 0.75 MILE TO LEFT TURN IN HIGHWAY AT A
 TU3371'METAL GATE ON TRACK ROAD STRAIGHT AHEAD.  PASS THROUGH GATE AND
 TU3371'GO 0.45 MILE TO GATE AFTER CROSSING A DRAW.  PASS THROUGH GATE
 TU3371'AND CONTINUE FOR 0.65 MILE TO OLD GATE.  PASS THROUGH GATE AND
 TU3371'GO LEFT ON DIM TRACK ROAD UP GRASSY HILL FOR 0.1 MILE TO FENCE
 TU3371'CORNER ON LEFT.  CONTINUE UP ALONG FENCE FOR 0.1 MILE TO TOP
 TU3371'OF HILL AND STATION ON POINT OF HILL JUST NORTH OF FENCE.
 TU3371'
 TU3371'STATION MARK IS A 1-INCH IRON PIPE SET IN CONCRETE AND
 TU3371'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  THE LETTERS AE ARE
 TU3371'INSCRIBED IN TOP OF THE CONCRETE.
 TU3371'
 TU3371'NOTE--KEY FOR LOCKED GATE MAY OBTAINED AT THE MOLOKAI RANCH
 TU3371'OFFICE IN KAUNAKAKAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2288 ***********************************************************************
 TU2288  DESIGNATION -  PUU OO 1891
 TU2288  PID         -  TU2288
 TU2288  STATE/COUNTY-  HI/HAWAII
 TU2288  USGS QUAD   -  PUU OO (1982)
 TU2288
 TU2288                         *CURRENT SURVEY CONTROL
 TU2288  ___________________________________________________________________
 TU2288* NAD 83(1993)-  19 43 43.77586(N)    155 23 36.86657(W)     ADJUSTED  
 TU2288* LOCAL TIDAL -      2108.0    (meters)    6916.     (feet)  VERT ANG  
 TU2288  ___________________________________________________________________
 TU2288  EPOCH DATE  -        1993.62
 TU2288  LAPLACE CORR-         -13.73  (seconds)                    DEFLEC99
 TU2288  GEOID HEIGHT-          26.01  (meters)                     GEOID03
 TU2288
 TU2288  HORZ ORDER  -  THIRD
 TU2288
 TU2288.The horizontal coordinates were established by classical geodetic methods
 TU2288.and adjusted by the National Geodetic Survey in December 1998..
 TU2288.The horizontal coordinates are valid at the epoch date displayed above.
 TU2288.The epoch date for horizontal control is a decimal equivalence
 TU2288.of Year/Month/Day.
 TU2288
 TU2288.The orthometric height was determined by vertical angle observations.
 TU2288
 TU2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2288
 TU2288.The geoid height was determined by GEOID03.
 TU2288
 TU2288;                    North         East     Units Scale Factor Converg.
 TU2288;SPC HI 1     -    99,127.243   511,155.746   MT  0.99996820   +0 02 09.3
 TU2288;UTM  05      - 2,183,243.300   249,136.953   MT  1.00037793   -0 48 30.3
 TU2288
 TU2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2288!SPC HI 1     -   0.99966466  x   0.99996820  =   0.99963287
 TU2288!UTM  05      -   0.99966466  x   1.00037793  =   1.00004246
 TU2288
 TU2288:                Primary Azimuth Mark                     Grid Az
 TU2288:SPC HI 1     -  AAHUWELA RESET                           026 10 48.8
 TU2288:UTM  05      -  AAHUWELA RESET                           027 01 28.4
 TU2288
 TU2288|---------------------------------------------------------------------|
 TU2288| PID    Reference Object                     Distance      Geod. Az  |
 TU2288|                                                           dddmmss.s |
 TU2288| TU2299 AAHUWELA RESET                      APPROX. 6.8 KM 0261258.1 |
 TU2288| TU2303 KOLE                                APPROX. 3.4 KM 3070347.8 |
 TU2288|---------------------------------------------------------------------|
 TU2288
 TU2288                          SUPERSEDED SURVEY CONTROL
 TU2288
 TU2288  NAD 83(1986)-  19 43 43.74905(N)    155 23 36.89853(W) AD(       ) 3
 TU2288  OLD HI      -  19 43 55.69700(N)    155 23 46.66600(W) AD(       ) 3
 TU2288
 TU2288.Superseded values are not recommended for survey control.
 TU2288.NGS no longer adjusts projects to the OLD HI datum.
 TU2288.See file dsdata.txt to determine how the superseded data were derived.
 TU2288
 TU2288_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4913783243(NAD 83)
 TU2288
 TU2288  HISTORY     - Date     Condition        Report By
 TU2288  HISTORY     - 1891     MONUMENTED       HIGS
 TU2288  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2288  HISTORY     - 1955     SEE DESCRIPTION  USGS
 TU2288
 TU2288                          STATION DESCRIPTION
 TU2288
 TU2288'DESCRIBED BY HAWAII GEODETIC SURVEY 1891
 TU2288'IN THE CENTRAL PART OF HAWAII, ON SOUTH SIDE OF THE SUMMIT OF
 TU2288'THE HILL, PUU OO, NEAR THE SOUTHEASTERN FOOT OF MAUNA KEA.  MARKED
 TU2288'BY A TRIANGLE CUT IN THE ROCK, AND A CAIRN OF STONES.
 TU2288
 TU2288                          STATION RECOVERY (1938)
 TU2288
 TU2288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2288'LOCATION OF STATION--IN THE CENTRAL PART OF HAWAII ON THE SOUTH
 TU2288'SIDE OF THE SUMMIT OF PUU OO HILL WHICH IS ABOUT 0.6 MILE
 TU2288'NORTHWEST OF PUU OO RANCH HOUSE AND LIES ON THE SOUTHEAST SLOPE
 TU2288'OF MAUNA KEA.
 TU2288'
 TU2288'OLD STATION MARK FOUND--ORIGINAL TRIANGULATION STATION ON ROCK
 TU2288'AND STONEPILE.
 TU2288'
 TU2288'NEW STATION MARK--H.T.S.  TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2288'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG SET
 TU2288'ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW.  A
 TU2288'STANDARD METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2288
 TU2288                          STATION RECOVERY (1955)
 TU2288
 TU2288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (YY)
 TU2288'STATION LOCATED ABOUT 20.2 MI. W OF HILO, 4.9 MI. NE OF HUMUULA
 TU2288'SHEEP STATION AND 500 FT. S OF A GRAVEL RD., ON TOP OF A HILL
 TU2288'KNOWN AS PUU OO.  TO REACH FROM HILO POST OFFICE, DRIVE W FOR
 TU2288'26.8 MI. ALONG SADDLE RD. TO SIDE RD. LEADING N TO
 TU2288'HALEPOHAKU.  TURN N FOR 2.3 MI. TO RD. FORKS.  TAKE RIGHT FORK
 TU2288'AND CONTINUE 4.1 MI. TO FOOT OF LOW HILL ON S SIDE OF RD.  0.9
 TU2288'MI. BEYOND THE SIDE RD. LEADING DOWN TO THE PUU OO RANCH
 TU2288'HOUSE.  LEAVE TRUCK AND CLIMB TO TOP OF HILL AND STATION.  A
 TU2288'5-MIN WALK.
 TU2288'
 TU2288'STATION MARK--DRILL HOLE AND TRIANGLE CUT IN LAVA ROCK AROUND
 TU2288'WHICH HGS HAS ERECTED A TYPE D MONUMENT.  (THE CONCRETE
 TU2288'PLATFORM 7-1/2 FT. ON A SIDE AND 0.3 FT. ABOVE THE STATION MARK
 TU2288'HAS BEEN BUILT.)
 TU2288'
 TU2288'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN ROCK,
 TU2288'53.35 FT. FROM STATION MARK IN AZIMUTH 216 DEG 42 MIN.
 TU2288'
 TU2288'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER CEMENTED ON TOP OF
 TU2288'1-IN PIPE 51.02 FT. FROM STATION MARK IN AZIMUTH 127 DEG 13 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2561 ***********************************************************************
 TU2561  DESIGNATION -  PUU PA RESET=2677
 TU2561  PID         -  TU2561
 TU2561  STATE/COUNTY-  HI/HAWAII
 TU2561  USGS QUAD   -  NOHONAOHAE (1997)
 TU2561
 TU2561                         *CURRENT SURVEY CONTROL
 TU2561  ___________________________________________________________________
 TU2561* NAD 83(1993)-  19 59 23.53189(N)    155 42 14.85483(W)     ADJUSTED  
 TU2561* LOCAL TIDAL -       812.8    (meters)    2667.     (feet)  VERT ANG  
 TU2561  ___________________________________________________________________
 TU2561  EPOCH DATE  -        1993.62
 TU2561  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 TU2561  GEOID HEIGHT-          22.75  (meters)                     GEOID03
 TU2561
 TU2561  HORZ ORDER  -  SECOND
 TU2561
 TU2561.The horizontal coordinates were established by classical geodetic methods
 TU2561.and adjusted by the National Geodetic Survey in December 1998..
 TU2561.The horizontal coordinates are valid at the epoch date displayed above.
 TU2561.The epoch date for horizontal control is a decimal equivalence
 TU2561.of Year/Month/Day.
 TU2561
 TU2561.The orthometric height was determined by vertical angle observations.
 TU2561
 TU2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2561
 TU2561.The geoid height was determined by GEOID03.
 TU2561
 TU2561;                    North         East     Units Scale Factor Converg.
 TU2561;SPC HI 1     -   128,033.952   478,638.084   MT  0.99997230   -0 04 11.2
 TU2561;UTM  05      - 2,212,644.201   217,035.109   MT  1.00058976   -0 55 30.1
 TU2561
 TU2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2561!SPC HI 1     -   0.99986868  x   0.99997230  =   0.99984098
 TU2561!UTM  05      -   0.99986868  x   1.00058976  =   1.00045836
 TU2561
 TU2561|---------------------------------------------------------------------|
 TU2561| PID    Reference Object                     Distance      Geod. Az  |
 TU2561|                                                           dddmmss.s |
 TU2561| CN6122 PUU PA RM 1                          19.394 METERS 04032     |
 TU2561| TU2691 KAMUELA AIRPORT VOR 1967            APPROX. 3.7 KM 0754937.6 |
 TU2561| TU2556 PARKER RANCH TANK C                 APPROX. 6.8 KM 1465350.0 |
 TU2561| TU2560 PARKER RANCH TANK D                 APPROX. 4.0 KM 1650740.8 |
 TU2561| CN6123 PUU PA RM 2                          15.690 METERS 19253     |
 TU2561| TU2731 KAWAIHAE LIGHT                      APPROX.14.6 KM 2925924.0 |
 TU2561|---------------------------------------------------------------------|
 TU2561
 TU2561                          SUPERSEDED SURVEY CONTROL
 TU2561
 TU2561  NAD 83(1986)-  19 59 23.51419(N)    155 42 14.86918(W) AD(       ) 2
 TU2561  OLD HI      -  19 59 34.52100(N)    155 42 24.87700(W) AD(       ) 2
 TU2561
 TU2561.Superseded values are not recommended for survey control.
 TU2561.NGS no longer adjusts projects to the OLD HI datum.
 TU2561.See file dsdata.txt to determine how the superseded data were derived.
 TU2561
 TU2561_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1703512644(NAD 83)
 TU2561
 TU2561  HISTORY     - Date     Condition        Report By
 TU2561  HISTORY     - 1873     MONUMENTED       HIGS
 TU2561  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2561  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2561
 TU2561                          STATION DESCRIPTION
 TU2561
 TU2561'DESCRIBED BY HAWAII GEODETIC SURVEY 1873
 TU2561'IN THE NORTHERN PART OF HAWAII, ON HILL OF SAME NAME, 3 MILES
 TU2561'SOUTHWEST OF WAIMEA VILLAGE.  STATION IS ON WEST SUMMIT OF HILL
 TU2561'AND IS MARKED BY A GRANITE POST.
 TU2561
 TU2561                          STATION RECOVERY (1948)
 TU2561
 TU2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2561'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION MARK IS
 TU2561'A U.S. GEOLOGICAL SURVEY BRONZE DISK AND NOT A GRANITE POST AS
 TU2561'DESCRIBED IN THE 1873 DESCRIPTION.  A NEW DESCRIPTION FOLLOWS--
 TU2561'
 TU2561'THE STATION IS THE CENTER OF A U.S. GEOLOGICAL SURVEY BRONZE DISK
 TU2561'SET INTO CONCRETE AND SURROUNDED BY A 5 X 5 FOOT SLAB OF
 TU2561'CONCRETE WHICH PROJECTS 1 FOOT.  A FRUSTUM OF A PYRAMID,
 TU2561'CONSTRUCTED OF CONCRETE, HAVING A BASE OF 18 INCHES AND A TOP OF
 TU2561'12 INCHES AND HAVING A 2.5 INCH PIPE RUNNING THROUGH ITS LENGTH
 TU2561'IS CENTERED OVER THE STATION MARK.
 TU2561'
 TU2561'THE STATION IS LOCATED ON THE WEST SUMMIT OF A VOLCANIC KNOLL
 TU2561'KNOWN AS PU PA AND IS ABOUT 4 MILES SOUTHWEST OF WAIMEA.
 TU2561'
 TU2561'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO SOUTH ON THE
 TU2561'ROAD WHICH LEADS TOWARD KONA FOR 2.2 MILES TO TELEPHONE POLE
 TU2561'NUMBER 862.  TURN RIGHT, ONTO A TRACK ROAD, AND GO WESTERLY FOR
 TU2561'1.5 MILES.  TAKE THE RIGHT HAND FORK AND FOLLOW THE MAIN
 TU2561'TRAVELED ROAD WEST FOR 0.6 MILE TO THE HIGH GROUND AND THE
 TU2561'STATION.
 TU2561'
 TU2561'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED 1 1948,
 TU2561'SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 TU2561'INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2561'
 TU2561'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED
 TU2561'BY C.H. BIRDSEYE IN SEPTEMBER 1911.  REMARKED BY BRONZE
 TU2561'TABLET STAMPED 2677, CENTERED OVER OLD MARK.
 TU2561
 TU2561                          STATION RECOVERY (1967)
 TU2561
 TU2561'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2561'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2561'GOOD CONDITION.  A NEW REFERENCE MARK WAS ESTABLISHED.  A
 TU2561'COMPLETE DESCRIPTION FOLLOWS--
 TU2561'
 TU2561'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF KAMUELA AND 2
 TU2561'MILES WEST-SOUTHWEST OF THE KAMUELA AIRPORT, ON THE HIGHEST
 TU2561'POINT OF A PROMINENT GRASSY HILL OF ABOUT 2667 FEET ELEVATION.
 TU2561'
 TU2561'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH
 TU2561'ON STATE HIGHWAY 19 FOR 2.1 MILES TO TRACK SIDE ROAD RIGHT, AT
 TU2561'TELEPHONE POLE 862.  GO RIGHT FOR 0.05 MILE.  TAKE LEFT FORK
 TU2561'AND GO 0.1 MILE TO BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR
 TU2561'FOR 1.6 MILES.  LEAVE TRACK ROAD AND GO RIGHT, UP ALONG GRADUAL
 TU2561'RIDGE, FOR 0.6 MILE TO HIGHEST POINT AND STATION.
 TU2561'
 TU2561'STATION MARK IS A USGS DISK, UNSTAMPED, SET IN CONCRETE 6 INCHES
 TU2561'BELOW THE TOP OF A 6 X 6-FOOT, CONCRETE PLATFORM THAT PROJECTS
 TU2561'16 INCHES ABOVE GROUND.  A TRUNCATED, CONCRETE PYRAMID, 2 FEET
 TU2561'HIGH, IS AT CENTER OF PLATFORM AND SUPPORTS A RED AND WHITE METAL
 TU2561'TARGET.  STATION MARK IS IN THE BOTTOM OF AN 8 X 30-INCH RECESS
 TU2561'IN CENTER OF PLATFORM.
 TU2561'
 TU2561'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 1 1948,
 TU2561'CEMENTED IN A DRILL HOLE IN A 20-INCH, TRIANGULAR, RED BOULDER
 TU2561'PROJECTING 4 INCHES ABOVE GROUND, AND IS 5.1 FEET LOWER THAN
 TU2561'STATION MARK.
 TU2561'
 TU2561'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU PA HGS
 TU2561'1873 NO 2 1967, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK
 TU2561'OUTCROP THAT PROJECTS 3 INCHES ABOVE GROUND, AND IS 4.5 FEET
 TU2561'LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2860 ***********************************************************************
 TU2860  DESIGNATION -  PUU PANE 2 1904
 TU2860  PID         -  TU2860
 TU2860  STATE/COUNTY-  HI/MAUI
 TU2860  USGS QUAD   -  LUALAILUA HILLS (1983)
 TU2860
 TU2860                         *CURRENT SURVEY CONTROL
 TU2860  ___________________________________________________________________
 TU2860* NAD 83(1993)-  20 39 23.06690(N)    156 14 59.36716(W)     ADJUSTED  
 TU2860* LOCAL TIDAL -      1213.     (meters)    3980.     (feet)  SCALED    
 TU2860  ___________________________________________________________________
 TU2860  EPOCH DATE  -        1993.62
 TU2860  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 TU2860  GEOID HEIGHT-          17.36  (meters)                     GEOID03
 TU2860
 TU2860  HORZ ORDER  -  THIRD
 TU2860
 TU2860.The horizontal coordinates were established by classical geodetic methods
 TU2860.and adjusted by the National Geodetic Survey in December 1998..
 TU2860.The horizontal coordinates are valid at the epoch date displayed above.
 TU2860.The epoch date for horizontal control is a decimal equivalence
 TU2860.of Year/Month/Day.
 TU2860
 TU2860.The orthometric height was scaled from a topographic map.
 TU2860
 TU2860.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2860
 TU2860.The geoid height was determined by GEOID03.
 TU2860
 TU2860;                    North         East     Units Scale Factor Converg.
 TU2860;SPC HI 2     -    35,822.256   543,436.525   MT  0.99998997   +0 08 49.4
 TU2860;UTM  04      - 2,286,549.417   786,554.708   MT  1.00061493   +0 58 15.0
 TU2860
 TU2860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2860!SPC HI 2     -   0.99980665  x   0.99998997  =   0.99979662
 TU2860!UTM  04      -   0.99980665  x   1.00061493  =   1.00042146
 TU2860
 TU2860:                Primary Azimuth Mark                     Grid Az
 TU2860:SPC HI 2     -  LUALAILUA RESET                          231 21 24.4
 TU2860:UTM  04      -  LUALAILUA RESET                          230 31 58.8
 TU2860
 TU2860|---------------------------------------------------------------------|
 TU2860| PID    Reference Object                     Distance      Geod. Az  |
 TU2860|                                                           dddmmss.s |
 TU2860| TU2887 LUALAILUA RESET                     APPROX. 7.7 KM 2313013.8 |
 TU2860|---------------------------------------------------------------------|
 TU2860
 TU2860                          SUPERSEDED SURVEY CONTROL
 TU2860
 TU2860  NAD 83(1986)-  20 39 23.03685(N)    156 14 59.37683(W) AD(       ) 3
 TU2860  OLD HI      -  20 39 34.51000(N)    156 15 09.51000(W) AD(       ) 3
 TU2860
 TU2860.Superseded values are not recommended for survey control.
 TU2860.NGS no longer adjusts projects to the OLD HI datum.
 TU2860.See file dsdata.txt to determine how the superseded data were derived.
 TU2860
 TU2860_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8655586549(NAD 83)
 TU2860
 TU2860  HISTORY     - Date     Condition        Report By
 TU2860  HISTORY     - 1904     MONUMENTED       HIGS
 TU2860
 TU2860                          STATION DESCRIPTION
 TU2860
 TU2860'DESCRIBED BY HAWAII GEODETIC SURVEY 1904
 TU2860'NEAR SOUTHERN COAST OF EAST MAUI, ON A HILL OF SAME NAME, IN
 TU2860'KAHIKINUI DISTRICT, ABOUT 3-1/2 MILES FROM THE SHORE.  MARKED
 TU2860'BY IRON STAKE AND CAIRN OF STONES, WITH FOUR REFERENCE ROCKS
 TU2860'EACH 5 FEET DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2964 ***********************************************************************
 TU2964  DESIGNATION -  PUU PANE RESET
 TU2964  PID         -  TU2964
 TU2964  STATE/COUNTY-  HI/MAUI
 TU2964  USGS QUAD   -  KILOHANA (1983)
 TU2964
 TU2964                         *CURRENT SURVEY CONTROL
 TU2964  ___________________________________________________________________
 TU2964* NAD 83(1993)-  20 48 15.70600(N)    156 18 58.44690(W)     ADJUSTED  
 TU2964* LOCAL TIDAL -       784.3    (meters)    2573.     (feet)  VERT ANG  
 TU2964  ___________________________________________________________________
 TU2964  EPOCH DATE  -        1993.62
 TU2964  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 TU2964  GEOID HEIGHT-          16.83  (meters)                     GEOID03
 TU2964
 TU2964  HORZ ORDER  -  THIRD
 TU2964
 TU2964.The horizontal coordinates were established by classical geodetic methods
 TU2964.and adjusted by the National Geodetic Survey in December 1998..
 TU2964.The horizontal coordinates are valid at the epoch date displayed above.
 TU2964.The epoch date for horizontal control is a decimal equivalence
 TU2964.of Year/Month/Day.
 TU2964
 TU2964.The orthometric height was determined by vertical angle observations.
 TU2964
 TU2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2964
 TU2964.The geoid height was determined by GEOID03.
 TU2964
 TU2964;                    North         East     Units Scale Factor Converg.
 TU2964;SPC HI 2     -    52,186.252   536,480.715   MT  0.99998311   +0 07 28.1
 TU2964;UTM  04      - 2,302,821.175   779,359.218   MT  1.00056457   +0 57 13.8
 TU2964
 TU2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2964!SPC HI 2     -   0.99987409  x   0.99998311  =   0.99985721
 TU2964!UTM  04      -   0.99987409  x   1.00056457  =   1.00043859
 TU2964
 TU2964|---------------------------------------------------------------------|
 TU2964| PID    Reference Object                     Distance      Geod. Az  |
 TU2964|                                                           dddmmss.s |
 TU2964| CN6124 PUU PANE RM 1                        11.413 METERS 00340     |
 TU2964| CN6125 PUU PANE RM 2                        12.683 METERS 08554     |
 TU2964| TU2966 WAIAKOA HOLY GHOST CATH CHURCH      APPROX. 4.7 KM 1935856.8 |
 TU2964|---------------------------------------------------------------------|
 TU2964
 TU2964                          SUPERSEDED SURVEY CONTROL
 TU2964
 TU2964  NAD 83(1986)-  20 48 15.66649(N)    156 18 58.44430(W) AD(       ) 3
 TU2964  OLD HI      -  20 48 27.19600(N)    156 19 08.57300(W) AD(       ) 3
 TU2964
 TU2964.Superseded values are not recommended for survey control.
 TU2964.NGS no longer adjusts projects to the OLD HI datum.
 TU2964.See file dsdata.txt to determine how the superseded data were derived.
 TU2964
 TU2964_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ7935902821(NAD 83)
 TU2964
 TU2964  HISTORY     - Date     Condition        Report By
 TU2964  HISTORY     - 1929     MONUMENTED       HITS
 TU2964  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2964  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2964
 TU2964                          STATION DESCRIPTION
 TU2964
 TU2964'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2964'IN CENTRAL MAUI, KULA DISTRICT, ON THE SUMMIT OF HILL OF SAME
 TU2964'NAME IN AAPUEO, KULA.  ABOVE THE GOVERNMENT ROAD AND SOUTH OF
 TU2964'A GROVE OF HUA-HELE TREES.  MARKED BY A GRANITE POST 3-1/2 FEET
 TU2964'LONG WITH CROSS CUT IN TOP SUNK LEVEL WITH GROUND AND SURROUNDED
 TU2964'BY FOUR POSTS 6 BY 6 INCHES IN SIZE.
 TU2964'
 TU2964'IN 1929 THE HAWAII TERRITORIAL SURVEY, V.S. SEWARD, RECOVERED
 TU2964'THE STATION AND REMARKED IT WITH A STANDARD H.T.S. BRONZE DISK
 TU2964'SET IN A CONCRETE POST FLUSH WITH THE GROUND, OVER WHICH WAS
 TU2964'PLACED A TYPE A MONUMENT.  MARK NOT STAMPED.
 TU2964'
 TU2964'REFERENCE MARK NO.1 IS SOUTH OF THE STATION.  A STANDARD DISK
 TU2964'SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 8 INCHES, STAMPED
 TU2964'PUU PANE NO 1 1950.
 TU2964'
 TU2964'REFERENCE MARK NO.2 IS EAST OF THE STATION.  A STANDARD DISK
 TU2964'SET IN A SQUARE TOPPED CONCRETE POST PROJECTING 8 INCHES,
 TU2964'STAMPED PUU PANE NO 2 1950.
 TU2964'
 TU2964'TO REACH FROM THE POST OFFICE AT KAHULUI--GO EASTERLY ON MAIN
 TU2964'ROAD TOWARD HANA FOR 2.7 MILES, TURN RIGHT AND GO SOUTHEAST
 TU2964'TOWARD KULA FOR 9.3 MILES, TURN LEFT OFF HIGHWAY AND FOLLOW
 TU2964'CONCRETE TRACK ROAD EAST FOR 0.85 MILES TO A FENCE CORNER ON
 TU2964'LEFT.  TURN SHARP LEFT AND PICK WAY TO SUMMIT OF HILL AND
 TU2964'STATION.
 TU2964
 TU2964                          STATION RECOVERY (1968)
 TU2964
 TU2964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2964'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2964'HOWEVER, RM NO. 1 IS NORTH OF STATION INSTEAD OF SOUTH.  A
 TU2964'COMPLETE DESCRIPTION FOLLOWS--
 TU2964'
 TU2964'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF PUKALANI
 TU2964'AND 1/2-MILE EAST OF STATE HIGHWAY 37, ON PUU PANE, A HILL OF
 TU2964'ABOUT 2573 FEET ELEVATION, THAT HAS A COVER OF LARGE EUCALYPTUS
 TU2964'TREES ALONG THE TOP AND ON THE EAST SIDE, BUT WITH THE VIEW
 TU2964'OPEN TO THE WESTWARD.  STATION LIES ABOUT 50 YARDS WEST OF A
 TU2964'FENCE AND 150 YARDS WEST OF A CORRAL.
 TU2964'
 TU2964'TO REACH STATION FROM THE POST OFFICE AT PUKALANI, GO SOUTHEAST
 TU2964'ON STATE HIGHWAY 37 FOR 0.35 MILE.  TAKE RIGHT FORK AND
 TU2964'CONTINUE ON THE HIGHWAY FOR 1.3 MILES TO CROSSROAD.  TURN LEFT
 TU2964'ON LOWER KULA RD. AND GO UPGRADE FOR 0.3 MILE.  TURN LEFT ON
 TU2964'CONCRETE TRACK ROAD AND GO UP THROUGH PINEAPPLE FIELD FOR 1.0
 TU2964'MILE TO PIPE GATE ON LEFT.  TURN LEFT THROUGH GATE AND GO 0.1
 TU2964'MILE TO CORRAL.  FROM HERE PACK WEST 150 YARDS TO STATION.
 TU2964'
 TU2964'STATION MARK IS A STANDARD HTS DISK, UNSTAMPED, SET IN THE
 TU2964'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT 6 INCHES LOWER THAN
 TU2964'GROUND LEVEL, ON A SMALL, GRASSY HUMP.  THERE IS A TYPE A
 TU2964'SIGNAL CENTERED OVER THE MARK, WITH THE 6 X 6-FOOT, CONCRETE
 TU2964'PLATFORM 2-1/2 FEET ABOVE GROUND AND A RED AND WHITE METAL
 TU2964'TARGET EXTENDING 8 FEET ABOVE PLATFORM.
 TU2964'
 TU2964'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU PANE NO
 TU2964'1 1950, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2964'PROJECTING 6 INCHES ABOVE GROUND.  IT IS 1.94 FEET LOWER THAN
 TU2964'STATION MARK.
 TU2964'
 TU2964'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU PANE
 TU2964'NO 2 1950, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT
 TU2964'PROJECTING 6 INCHES ABOVE GROUND.  IT IS DOWN AMONG LARGE TREES
 TU2964'ON EAST SLOPE AND IS 3.2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2607 ***********************************************************************
 TU2607  DESIGNATION -  PUU PANINI HITS 1948
 TU2607  PID         -  TU2607
 TU2607  STATE/COUNTY-  HI/HAWAII
 TU2607  USGS QUAD   -  PUU ANAHULU (1996)
 TU2607
 TU2607                         *CURRENT SURVEY CONTROL
 TU2607  ___________________________________________________________________
 TU2607* NAD 83(1993)-  19 49 04.63327(N)    155 51 01.27270(W)     ADJUSTED  
 TU2607* LOCAL TIDAL -       690.6    (meters)    2266.     (feet)  VERT ANG  
 TU2607  ___________________________________________________________________
 TU2607  EPOCH DATE  -        1993.62
 TU2607  LAPLACE CORR-          13.82  (seconds)                    DEFLEC99
 TU2607  GEOID HEIGHT-          22.01  (meters)                     GEOID03
 TU2607
 TU2607  HORZ ORDER  -  SECOND
 TU2607
 TU2607.The horizontal coordinates were established by classical geodetic methods
 TU2607.and adjusted by the National Geodetic Survey in December 1998..
 TU2607.The horizontal coordinates are valid at the epoch date displayed above.
 TU2607.The epoch date for horizontal control is a decimal equivalence
 TU2607.of Year/Month/Day.
 TU2607
 TU2607.The orthometric height was determined by vertical angle observations.
 TU2607
 TU2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2607
 TU2607.The geoid height was determined by GEOID03.
 TU2607
 TU2607;                    North         East     Units Scale Factor Converg.
 TU2607;SPC HI 1     -   109,027.960   463,295.606   MT  0.99998331   -0 07 07.6
 TU2607;UTM  05      - 2,193,855.842   201,401.349   MT  1.00070220   -0 58 01.5
 TU2607
 TU2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2607!SPC HI 1     -   0.99988800  x   0.99998331  =   0.99987131
 TU2607!UTM  05      -   0.99988800  x   1.00070220  =   1.00059012
 TU2607
 TU2607                          SUPERSEDED SURVEY CONTROL
 TU2607
 TU2607  NAD 83(1986)-  19 49 04.62494(N)    155 51 01.28837(W) AD(       ) 2
 TU2607  OLD HI      -  19 49 15.58300(N)    155 51 11.30000(W) AD(       ) 2
 TU2607
 TU2607.Superseded values are not recommended for survey control.
 TU2607.NGS no longer adjusts projects to the OLD HI datum.
 TU2607.See file dsdata.txt to determine how the superseded data were derived.
 TU2607
 TU2607_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0140193856(NAD 83)
 TU2607
 TU2607  HISTORY     - Date     Condition        Report By
 TU2607  HISTORY     - 1948     MONUMENTED       HITS
 TU2607  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2607
 TU2607                          STATION DESCRIPTION
 TU2607
 TU2607'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1948 (LCW)
 TU2607'THE STATION IS LOCATED ON THE CREST OF A LONG, GRASSY,
 TU2607'NORTHWEST-SOUTHEAST RIDGE WHICH LIES ABOUT 10 MILES NORTH OF
 TU2607'HUALALAI VOLCANO, ABOUT 10 MILES EAST OF KAKAPA BAY, ABOUT 5 MILES
 TU2607'SOUTHEAST OF KIHOLO BAY, ABOUT 1 MILE WEST OF ANAHULU HOMESTEADS,
 TU2607'ABOUT 0.4 MILE SOUTHEAST OF A GROVE OF TREES AND 14.5 FEET WEST
 TU2607'OF A WIRE FENCE.  LAND TO THE EAST IS UNDER CULTIVATION.  LAND TO
 TU2607'THE WEST DROPS OFF SHARPLY AND IS MOSTLY BARREN LAVA BEDS.
 TU2607'
 TU2607'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2607'PROJECTS ABOUT 2 FFET FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2607'CONCRETE WHICH IS ABOUT 6 FFET ON EACH SIDE AND IS FLUSH WITH THE
 TU2607'SURFACE OF THE GROUND.
 TU2607'
 TU2607'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO SOUTH ON THE ROAD
 TU2607'WHICH LEADS TOWARD KAILUA FOR 6.4 MILES.  CONTINUE STRAIGHT
 TU2607'AHEAD, TOWARD KAILUA FOR 14.8 MILES TO THE VILLAGE OF PUU ANAHULU
 TU2607'HOMESTEADS.  TURN RIGHT, OFF THE HIGHWAY, PASS THROUGH A
 TU2607'BASKETBALL COURT AND GO WESTERLY FOR ABOUT 100 YARDS.  PASS
 TU2607'THROUGH A BOARD GATE AND FOLLOW A FIELD ROAD, NORTHWESTERLY, FOR
 TU2607'0.2 MILE, PASS THROUGH A BOARD GATE AND CONTINUE NORTHWESTERLY
 TU2607'FOR 0.35 MILE.  TURN LEFT, PASS THROUGH A BOARD GATE, AND GO
 TU2607'ACROSS COUNTRY, SOUTHWESTERLY, FOR 0.15 MILE.  PASS THROUGH A
 TU2607'BOARD GATE AND GO SOUTHWESTERLY, UP A STEEP GRADE FOR ABOUT 100
 TU2607'YARDS TO THE CREST OF THE RIDGE AND THE STATION.
 TU2607
 TU2607                          STATION RECOVERY (1967)
 TU2607
 TU2607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2607'STATION IS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2607'FOLLOWS--
 TU2607'
 TU2607'STATION IS LOCATED ABOUT 15-1/2 MILES NORTHEAST OF KAILUA, 5
 TU2607'MILES SOUTHEAST OF KIHOLO BAY, AND 1/2-MILE NORTHWEST OF STATE
 TU2607'HIGHWAY 19, AT ABOUT 2265 FEET ELEVATION, ON THE CREST OF A NARROW,
 TU2607'GRASSY RIDGE RUNNING NORTHWEST-SOUTHEAST, ON THE WEST BOUNDARY OF
 TU2607'THE PUU ANAHULU HOMESTEAD LAND.  THE RIDGE HAS SCATTERED SILK OAK
 TU2607'TREES ALONG THE WEST SIDE.
 TU2607'
 TU2607'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTH AND
 TU2607'SOUTHWEST ON STATE HIGHWAY 19 FOR 20.8 MILES TO SIDE ROAD RIGHT,
 TU2607'JUST BEFORE LONG LEFT CURVE OF HIGHWAY, AT POWER POLE 195X.  TURN
 TU2607'RIGHT, THEN TAKE LEFT FORK AND GO 0.05 MILE TO A BOARD GATE.  PASS
 TU2607'THROUGH GATE AND GO 0.2 MILE TO 2 GATES 40 YARDS APART.  PASS
 TU2607'THROUGH BOTH GATES AND CONTINUE FOR 0.3 MILE TO BOARD GATE ON
 TU2607'LEFT, BY TREES.  PASS THROUGH GATE AND FOLLOW WESTERLY ALONG
 TU2607'LEFT SIDE OF FENCE FOR 0.1 MILE TO BASE OF STEEP RIDGE AND END
 TU2607'OF TRUCK TRAVEL.  PACK UPHILL ABOUT 100 YARDS TO A NARROW GATE IN
 TU2607'FENCE, AND STATION JUST BEYOND.
 TU2607'
 TU2607'STATION IS THE CENTER OF A 2-1/2-INCH, IRON PIPE PROJECTING 2
 TU2607'FEET FROM THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM ABOUT
 TU2607'7 FEET ON EACH SIDE AND PROJECTING 3 INCHES FROM GROUND.  IT IS
 TU2607'15.4 FEET WEST-SOUTHWEST OF THE FENCE LINE AND 18.7 FEET
 TU2607'WEST-NORTHWEST OF A T-JUNCTION OF FENCE LINES.  A RED AND WHITE
 TU2607'METAL TARGET, 9 FEET TALL, IS MOUNTED IN THE STATION PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3341 ***********************************************************************
 TU3341  DESIGNATION -  PUU PAPAI RESET
 TU3341  PID         -  TU3341
 TU3341  STATE/COUNTY-  HI/MAUI
 TU3341  USGS QUAD   -  
 TU3341
 TU3341                         *CURRENT SURVEY CONTROL
 TU3341  ___________________________________________________________________
 TU3341* NAD 83(1993)-  21 03 46.56923(N)    156 53 58.45329(W)     ADJUSTED  
 TU3341* LOCAL TIDAL -       208.     (meters)     682.     (feet)  VERT ANG  
 TU3341  ___________________________________________________________________
 TU3341  EPOCH DATE  -        1993.62
 TU3341  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 TU3341  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU3341
 TU3341  HORZ ORDER  -  THIRD
 TU3341
 TU3341.The horizontal coordinates were established by classical geodetic methods
 TU3341.and adjusted by the National Geodetic Survey in December 1998..
 TU3341.The horizontal coordinates are valid at the epoch date displayed above.
 TU3341.The epoch date for horizontal control is a decimal equivalence
 TU3341.of Year/Month/Day.
 TU3341
 TU3341.The orthometric height was determined by vertical angle observations.
 TU3341.No vertical observational check was made to the station.
 TU3341
 TU3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3341
 TU3341.The geoid height was determined by GEOID03.
 TU3341
 TU3341;                    North         East     Units Scale Factor Converg.
 TU3341;SPC HI 2     -    80,791.578   475,795.832   MT  0.99997390   -0 05 01.3
 TU3341;UTM  04      - 2,330,551.072   718,240.026   MT  1.00018862   +0 45 18.6
 TU3341
 TU3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3341!SPC HI 2     -   0.99996478  x   0.99997390  =   0.99993868
 TU3341!UTM  04      -   0.99996478  x   1.00018862  =   1.00015339
 TU3341
 TU3341|---------------------------------------------------------------------|
 TU3341| PID    Reference Object                     Distance      Geod. Az  |
 TU3341|                                                           dddmmss.s |
 TU3341| CN6126 PUU PAPAI RM 1                        4.718 METERS 04903     |
 TU3341| TU3337 RAYKAMA                             APPROX. 3.2 KM 1243457.8 |
 TU3341| CN6127 PUU PAPAI RM 2                        4.231 METERS 13843     |
 TU3341|---------------------------------------------------------------------|
 TU3341
 TU3341                          SUPERSEDED SURVEY CONTROL
 TU3341
 TU3341  NAD 83(1986)-  21 03 46.52410(N)    156 53 58.40434(W) AD(       ) 3
 TU3341  OLD HI      -  21 03 57.97400(N)    156 54 08.53600(W) AD(       ) 3
 TU3341
 TU3341.Superseded values are not recommended for survey control.
 TU3341.NGS no longer adjusts projects to the OLD HI datum.
 TU3341.See file dsdata.txt to determine how the superseded data were derived.
 TU3341
 TU3341_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1824030551(NAD 83)
 TU3341
 TU3341  HISTORY     - Date     Condition        Report By
 TU3341  HISTORY     - 1962     MONUMENTED       CGS
 TU3341  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU3341  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3341  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TU3341  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3341  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3341  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU3341
 TU3341                          STATION DESCRIPTION
 TU3341
 TU3341'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3341'ON THE SOUTHERN COAST OF MOLOKAI, IN THE RIDGE OF THE PROMINENT
 TU3341'HOGBACK HILL WHICH IS ALMOST ON THE SHORE, AND TRENDS AT RIGHT
 TU3341'ANGLES TO IT, AT A POINT 2 MILES WEST OF KAMALO WHARF.  STATION IS
 TU3341'NOT ON THE MOST CONSPICUOUS PART OF THE HILL AS SEEN FROM
 TU3341'OFFSHORE, BUT IS 280 METERS SOUTH OF THE TOP OF THE HOGBACK.
 TU3341'SUBSURFACE MARK IS COPPER TRIANGLE PLACED IN FIRST MARKING OF
 TU3341'STATION.  SURFACE MARK PLACED IN 1915 IS A CONCRETE MONUMENT WITH
 TU3341'BRONZE DISK IN TOP, NOTE 6 1/2.  THE POST PROJECTS SOME 6
 TU3341'INCHES ABOVE THE GROUND.
 TU3341
 TU3341                          STATION RECOVERY (1930)
 TU3341
 TU3341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3341'STATION WAS RECOVERED AS DESCRIBED.
 TU3341'
 TU3341'STATION MARK IS LOOSE AS THE CONCRETE POST IS BROKEN AT THE
 TU3341'TOP.  MARK IS STILL HOLDING TO THE CONCRETE.  A CAIRN OF STONES
 TU3341'IS AROUND THE MARK WITH A PIECE OF PIPE STANDING IN IT.  A KEAWI
 TU3341'TREE WAS CUT DOWN ABOUT 8 M. TOWARDS THE SEA FROM THE STATION, AND
 TU3341'THE STUMP WAS LEFT STANDING ABOUT 3 FT. HIGH.
 TU3341
 TU3341                          STATION RECOVERY (1957)
 TU3341
 TU3341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRP)
 TU3341'RECOVERED AS DESCRIBED BUT STATION MARK HAS FALLEN AWAY FROM THE
 TU3341'CONCRETE.  ROCK CAIRN STILL MARKS STATION.
 TU3341
 TU3341                          STATION RECOVERY (1961)
 TU3341
 TU3341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH)
 TU3341'THE STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE STANDARD
 TU3341'DISK WAS LOOSE IN THE CONCRETE.  THE DISK WAS REMOVED AND THE
 TU3341'UNDERGROUND MARK SEARCHED FOR BUT NOT RECOVERED.
 TU3341'
 TU3341'WHEN THE DISK WAS REMOVED, THE LOCATION OF THE STATION WAS KEPT
 TU3341'AS A SCRIBE MARK ON A WOODEN BENCH PLUMBED OVER THE ORIGINAL
 TU3341'MARK.  THE STATION WAS NOT RE-MARKED OR THE DISK RE-SET.  A CAIRN
 TU3341'OF STONES SURROUNDS THE BENCH.
 TU3341
 TU3341                          STATION RECOVERY (1962)
 TU3341
 TU3341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3341'THE PLUMB BENCH MENTIONED IN THE 1961 RECOVERY HAD BEEN
 TU3341'REMOVED.  THE CONCRETE MARK DID NOT APPEAR TO HAVE BEEN REMOVED FROM
 TU3341'THE GROUND.  A PORTION OF THE CONCRETE FROM THE TOP OF THE MARK
 TU3341'CONTAINING AN IMPRESSION LEFT AFTER THE DISK HAD BEEN REMOVED
 TU3341'WAS FOUND FIRMLY ATTACHED TO ONE OF THE REINFORCING BARS.  THIS
 TU3341'BAR WAS STILL EMBEDDED IN THE CONCRETE MARK BUT TWISTED OUT OF
 TU3341'PLACE.  THE PIECE OF CONCRETE WAS CENTERED OVER THE PART OF THE
 TU3341'MARK THAT WAS STILL IN THE GROUND AND THE POINT THUS
 TU3341'DETERMINED WAS USED IN SETTING THE NEW STATION MARK.  THIS
 TU3341'LOCATION AGREES FAIRLY CLOSE WITH THE PUBLISHED DISTANCES FROM
 TU3341'2 OF THE ORIGINAL CROSSES CUT IN ROCK OUTCROPS.  THE SECTION OF
 TU3341'THE MARK STILL REMAINING IN THE GROUND WAS REMOVED AND A
 TU3341'THOROUGH SEARCH WAS MADE FOR THE UNDERGROUND MARK.  NO EVIDENCE
 TU3341'OF THE COPPER TRIANGLE COULD BE FOUND.  A NEW STATION MARK
 TU3341'AND TWO REFERENCE MARKS WERE SET.
 TU3341'
 TU3341'STATION IS LOCATED ON THE SOUTHEAST COAST OF MOLOKAI, ABOUT 8
 TU3341'MILES EAST-SOUTHEAST OF KAUNAKAKAI, ABOUT 2 MILES NORTHWEST OF THE
 TU3341'WHARF AT KAMALO AND ABOUT 0.5 MILE FROM THE BEACH.
 TU3341'
 TU3341'STATION IS ON THE SOUTH SLOPE OF A PROMINENT BRUSH COVERED HOGBACK,
 TU3341'ABOUT 100 YARDS SOUTH OF A T-INTERSECTION OF FENCE LINES ABOUT 105
 TU3341'FEET WEST OF A FENCE LINE, ABOUT 20 FEET WEST OF THE RIDGE LINE,
 TU3341'ABOUT 16 FEET EAST OF WHERE THE RIDGE DROPS OFF SHARPLY TO THE
 TU3341'WEST, AND IN A SMALL CLEARING THAT CONTAINS MANY LARGE RED
 TU3341'BOULDERS AND OUTCROPS.  A STANDARD STATION DISK STAMPED PUU
 TU3341'PAPAI 1915 1962 AND SET IN THE TOP OF A 12 INCH DIAMETER
 TU3341'CONCRETE POST THAT PROJECTS ABOUT 4 INCHES.
 TU3341'
 TU3341'REFERENCE MARK 1 IS NORTHEAST OF AND ABOUT 5 FEET HIGHER THAN
 TU3341'STATION.  A STANDARD DISK STAMPED PUU PAPAI NO 1 1915 1962, CEMENTED
 TU3341'IN A DRILL HOLE IN A ROCK OUTCROP ABOUT 5 FEET IN DIAMETER AND
 TU3341'PROJECTING 3 FEET.  IT IS NORTHWEST 1 OF 2 LARGE OUTCROPS.
 TU3341'
 TU3341'REFERENCE MARK 2 IS SOUTHEAST OF AND ABOUT SAME ELEVATION AS
 TU3341'STATION.  A STANDARD DISK STAMPED PUU PAPAI NO 2 1915 1962,
 TU3341'CEMENTED IN A DRILL HOLE IN THE NORTHWEST FACE OF A BOULDER ABOUT
 TU3341'2 X 2 FEET AND PROJECTING ABOUT 1 FOOT.
 TU3341'
 TU3341'STATION RAYKAMA 1961 WILL SERVE AS THE AZIMUTH MARK.
 TU3341'
 TU3341'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 46
 TU3341'AT THE POST OFFICE IN KAUNAKAKAI, GO 10.0 MILES SOUTHEAST ON
 TU3341'STATE ROUTE 45 TO GATE ON LEFT.  GATE IS VERY NARROW AND ALMOST
 TU3341'OBSCURED BY BRUSH AND TREES.  A DIM TRACK ROAD CONTINUES UP THE
 TU3341'SLOPE 0.6 MILE BUT A 4-WHEEL-DRIVE VEHICLE IS NEEDED AS THE ROAD
 TU3341'IS NARROW, WINDING, STEEP, AND VERY ROCKY.  TO REACH STATION
 TU3341'FROM END OF TRACK ROAD PACK ABOUT 0.2 MILE WEST UP SLOPE TO
 TU3341'RIDGE LINE AND STATION.
 TU3341
 TU3341                          STATION RECOVERY (1965)
 TU3341
 TU3341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LFW)
 TU3341'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  A
 TU3341'COMPLETE DESCRIPTION FOLLOWS.
 TU3341'
 TU3341'STATION IS ON THE SOUTHEAST COAST OF MOLOKAI, ABOUT 8 MILES EAST
 TU3341'SOUTHEAST OF KAUNAKAKAI, ABOUT 2 MILES NORTHWEST OF THE WHARF AT
 TU3341'KAMALO AND ABOUT 0.5 MILE FROM THE BEACH.  STATION IS ON THE SOUTH
 TU3341'SLOPE OF A PROMINENT BRUSH COVERED HOGBACK, ABOUT 50 YDS SOUTH OF
 TU3341'A T INTERSECTION OF FENCE LINE, ABOUT 20 FEET WEST OF THE RIDGE
 TU3341'LINE, ABOUT 16 FEET EAST OF WHERE THE RIDGE DROPS OFF SHARPLY TO
 TU3341'THE WEST, AND IS IN A SMALL CLEARING OF SMALL BUSHES AND MANY
 TU3341'LARGE RED BOULDERS AND ROCK OUTCROPS.  A STANDARD STATION DISK
 TU3341'STAMPED PUU PAPAI 1915 1962 AND SET IN THE TOP OF A 12 INCH
 TU3341'DIAMETER CONCRETE POST THAT PROJECTS ABOUT 3 INCHES WAS
 TU3341'RECOVERED.
 TU3341'
 TU3341'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 45 AND 46,
 TU3341'AT THE POST OFFICE IN KAUNAKAKAI, GO 8.0 MILES SOUTHEAST ON STATE
 TU3341'ROUTE 45 TO GATE ON LEFT.  GATE IS VERY NARROW AND PARTLY HIDDEN
 TU3341'BY BRUSH.  A DIM TRAIL LEADS UP THE HILL FROM THE GATE BUT ITS
 TU3341'WASHED OUT CONDITION PREVENTS ANY USE BY FOUR WHEEL DRIVE
 TU3341'VEHICLES.  TO REACH STATION FROM GATE, GO 100 FEET WEST TO FENCE
 TU3341'THAT GOES UP HILL.  FOLLOW FENCE ALMOST TO THE TOP OF THE HILL
 TU3341'ABOUT 150 FEET SOUTH OF THE T FENCE INTERSECTION.  STATION IS
 TU3341'100 FEET WEST.  THE ENTIRE PACK TRIP IS ABOUT 0.5 MILE.  OLD
 TU3341'LUMBER FROM OBSERVING STANDS WAS SCATTERED ABOUT.  AT THIS
 TU3341'RECOVERY, A TRIPOD WAS BUILT FOR OFFSHORE HYDROGRAPHY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3190 ***********************************************************************
 TU3190  DESIGNATION -  PUU PEHE RESET
 TU3190  PID         -  TU3190
 TU3190  STATE/COUNTY-  HI/MAUI
 TU3190  USGS QUAD   -  
 TU3190
 TU3190                         *CURRENT SURVEY CONTROL
 TU3190  ___________________________________________________________________
 TU3190* NAD 83(1993)-  20 44 09.15294(N)    156 53 26.15049(W)     ADJUSTED  
 TU3190* LOCAL TIDAL -        36.2    (meters)     119.     (feet)  VERT ANG  
 TU3190  ___________________________________________________________________
 TU3190  EPOCH DATE  -        1993.62
 TU3190  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 TU3190  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU3190
 TU3190  HORZ ORDER  -  THIRD
 TU3190
 TU3190.The horizontal coordinates were established by classical geodetic methods
 TU3190.and adjusted by the National Geodetic Survey in December 1998..
 TU3190.The horizontal coordinates are valid at the epoch date displayed above.
 TU3190.The epoch date for horizontal control is a decimal equivalence
 TU3190.of Year/Month/Day.
 TU3190
 TU3190.The orthometric height was determined by vertical angle observations.
 TU3190
 TU3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3190
 TU3190.The geoid height was determined by GEOID03.
 TU3190
 TU3190;                    North         East     Units Scale Factor Converg.
 TU3190;SPC HI 2     -    44,580.547   476,677.857   MT  0.99997339   -0 04 45.4
 TU3190;UTM  04      - 2,294,348.763   719,648.494   MT  1.00019627   +0 44 49.8
 TU3190
 TU3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3190!SPC HI 2     -   0.99999182  x   0.99997339  =   0.99996521
 TU3190!UTM  04      -   0.99999182  x   1.00019627  =   1.00018809
 TU3190
 TU3190:                Primary Azimuth Mark                     Grid Az
 TU3190:SPC HI 2     -  PUU MANU                                 025 49 21.5
 TU3190:UTM  04      -  PUU MANU                                 024 59 46.3
 TU3190
 TU3190|---------------------------------------------------------------------|
 TU3190| PID    Reference Object                     Distance      Geod. Az  |
 TU3190|                                                           dddmmss.s |
 TU3190| TU3214 PUU MANU                            APPROX. 5.0 KM 0254436.1 |
 TU3190| CN6129 PUU PEHE RM 2                         5.724 METERS 23929     |
 TU3190| TU3193 PALAOA POINT LIGHT                  APPROX. 7.7 KM 2670753.8 |
 TU3190| CN6128 PUU PEHE RM 1                         4.593 METERS 35933     |
 TU3190|---------------------------------------------------------------------|
 TU3190
 TU3190                          SUPERSEDED SURVEY CONTROL
 TU3190
 TU3190  NAD 83(1986)-  20 44 09.10768(N)    156 53 26.11189(W) AD(       ) 3
 TU3190  OLD HI      -  20 44 20.46800(N)    156 53 36.21400(W) AD(       ) 3
 TU3190
 TU3190.Superseded values are not recommended for survey control.
 TU3190.NGS no longer adjusts projects to the OLD HI datum.
 TU3190.See file dsdata.txt to determine how the superseded data were derived.
 TU3190
 TU3190_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH1964894349(NAD 83)
 TU3190
 TU3190  HISTORY     - Date     Condition        Report By
 TU3190  HISTORY     - 1962     MONUMENTED       CGS
 TU3190  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3190  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3190  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU3190
 TU3190                          STATION DESCRIPTION
 TU3190
 TU3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3190'STATION IS MARKED BY A LARGE CAIRN OF ROCKS, LOCATED ON THE TOP
 TU3190'OF THE ROCKY BLUFF, ON THE SW SIDE OF MANELE BAY.  THERE IS A
 TU3190'ROCKY ISLAND CALLED PUU PEHE ROCK JUST OFFSHORE FROM THE STATION.
 TU3190
 TU3190                          STATION RECOVERY (1962)
 TU3190
 TU3190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3190'THE REMAINS OF A LARGE CAIRN WAS RECOVERED, AND BENEATH IT WAS
 TU3190'FOUND A MARK CONSISTING OF THE NECK OF A BOTTLE CEMENTED IN A
 TU3190'HOLE IN A LARGE BLOCK OF ROCK.  THE ROCK WAS SLIGHTLY LOOSE SO
 TU3190'WAS REMOVED AND THE STATION WAS RE-MARKED WITH A STANDARD DISK
 TU3190'PLUMBED TO THE ORIGINAL POINT.  TWO REFERNECE MARKS WERE
 TU3190'ESTABLISHED.  A COMPLETE DESCRITPION FOLLOWS--
 TU3190'
 TU3190'STATION IS LOCATED ABOUT 6-1/2 MILES AIRLINE SOUTH-SOUTHEAST
 TU3190'OF LANAI CITY AND 1/2 MILE SOUTHWEST OF THE SMALL BOAT HARBOR
 TU3190'AT MANELE BAY.  ON THE SUMMIT OF A BRUSH-COVERED, ROCKY BLUFF
 TU3190'OPPOSITE A PROMINENT ROCK BUTTE KNOWN AS SWEETHEART ISLAND
 TU3190'THAT SETS ABOUT 100 YARDS SOUTH OF THE SHORELINE CLIFF.
 TU3190'
 TU3190'TO REACH STATION FROM THE JUNCTION OF HIGHWAYS 44 AND 441 AT
 TU3190'THE SOUTH EDGE OF LANAI CITY, GO SOUTH ON HIGHWAY 441 FOR 4.0
 TU3190'MILES TO PAVED FORK AT SIGN HULOPOE BAY.  TAKE LEFT FORK AND GO
 TU3190'SOUTH FOR 3.7 MILES TO BOTTOM OF GRADE AT BOAT HARBOR ON
 TU3190'LEFT.  CONTINUE AHEAD ON DIRT ROAD FOR 0.45 MILE, KEEPING TO
 TU3190'EAST SIDE OF COVE, TO END OF ROAD AT SHORELINE CLIFF.  PACK
 TU3190'EASTERLY UP ALONG EDGE OF CLIFF FOR ABOUT 300 YARDS TO TOP
 TU3190'OF RIDGE.  GO LEFT, NORTHERLY, THROUGH BRUSH, FOR ABOUR 75
 TU3190'YARDS TO STATION.
 TU3190'
 TU3190'STATION MARK IS A STANDARD DISK STAMPED PUU PEHE 1914 1962,
 TU3190'SET IN THE TOP OF A 10-INCH DIAMETER CONCRETE MONUMENT FLUSH
 TU3190'WITH THE GROUND.  IT IS AT THE CENTER OF A LARGE CIRCLE OF RED
 TU3190'CINDER BOULDERS, IN A SMALL CLEARING IN THE BRUSH.
 TU3190'
 TU3190'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU PEHE NO
 TU3190'1 1914 1962, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BOULDER THAT
 TU3190'PROJECTS 6 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT HIGHER THAN
 TU3190'THE STATION.
 TU3190'
 TU3190'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU PEHE
 TU3190'NO 1 1914 1962, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT BOULDER
 TU3190'THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS ABOUT 1 FOOT HIGHER
 TU3190'THAN THE STATION.
 TU3190'
 TU3190'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU PEHE
 TU3190'NO 2 1914 1962, CEMENTED IN A DRILL HOLE IN AN 18 X 30-INCH
 TU3190'BOULDER THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS AT ABOUT THE
 TU3190'SAME ELEVATION AS THE STATION MARK.
 TU3190'
 TU3190'STATION PUU MANU (HGS) 1879 1927 WILL SERVE AS THE AZIMUTH MARK.
 TU3190
 TU3190                          STATION RECOVERY (1976)
 TU3190
 TU3190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU3190'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU3190'CONDITION.  THERE WAS NO EVIDENCE OF A CIRCLE OF RED CINDER
 TU3190'BOULDERS AS DESCRIBED IN THE 1962 RECOVERY NOTE.  DISTANCES
 TU3190'MEASURED TO RM 1 AND RM 2 CHECKED WITH DISTANCES IN THE RECOVERY
 TU3190'NOTE.  REFERENCE MARK RM 3 STAMPED PUU PEHE RM 3 1976 WAS
 TU3190'ESTABLISHED AND IS LOCATED 66.687 METERS ON AN AZIMUTH OF
 TU3190'12 DEG 32 MIN 57.9 SEC FROM THE STATION.  RM 3 IS A NOS DISK
 TU3190'STAMPED AS A REFERENCE MARK.
 TU3190'
 TU3190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3190'6.5 MILES SOUTH-SOUTHEAST OF LANAI CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3194 ***********************************************************************
 TU3194  DESIGNATION -  PUU PEHE RM 3
 TU3194  PID         -  TU3194
 TU3194  STATE/COUNTY-  HI/MAUI
 TU3194  USGS QUAD   -  
 TU3194
 TU3194                         *CURRENT SURVEY CONTROL
 TU3194  ___________________________________________________________________
 TU3194* NAD 83(1993)-  20 44 07.03635(N)    156 53 26.65145(W)     ADJUSTED  
 TU3194* LOCAL TIDAL -        35.3    (meters)     116.     (feet)  VERT ANG  
 TU3194  ___________________________________________________________________
 TU3194  EPOCH DATE  -        1993.62
 TU3194  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 TU3194  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU3194
 TU3194  HORZ ORDER  -  THIRD
 TU3194
 TU3194.The horizontal coordinates were established by classical geodetic methods
 TU3194.and adjusted by the National Geodetic Survey in December 1998..
 TU3194.The horizontal coordinates are valid at the epoch date displayed above.
 TU3194.The epoch date for horizontal control is a decimal equivalence
 TU3194.of Year/Month/Day.
 TU3194
 TU3194.The orthometric height was determined by vertical angle observations.
 TU3194
 TU3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3194
 TU3194.The geoid height was determined by GEOID03.
 TU3194
 TU3194;                    North         East     Units Scale Factor Converg.
 TU3194;SPC HI 2     -    44,515.476   476,663.274   MT  0.99997339   -0 04 45.6
 TU3194;UTM  04      - 2,294,283.474   719,634.848   MT  1.00019620   +0 44 49.5
 TU3194
 TU3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3194!SPC HI 2     -   0.99999197  x   0.99997339  =   0.99996536
 TU3194!UTM  04      -   0.99999197  x   1.00019620  =   1.00018816
 TU3194
 TU3194|---------------------------------------------------------------------|
 TU3194| PID    Reference Object                     Distance      Geod. Az  |
 TU3194|                                                           dddmmss.s |
 TU3194| TU3190 PUU PEHE RESET                       66.687 METERS 01233     |
 TU3194| TU3193 PALAOA POINT LIGHT                  APPROX. 7.7 KM 2673629.8 |
 TU3194|---------------------------------------------------------------------|
 TU3194
 TU3194                          SUPERSEDED SURVEY CONTROL
 TU3194
 TU3194  NAD 83(1986)-  20 44 06.99109(N)    156 53 26.61284(W) AD(       ) 3
 TU3194  OLD HI      -  20 44 18.35122(N)    156 53 36.71455(W) AD(       ) 3
 TU3194
 TU3194.Superseded values are not recommended for survey control.
 TU3194.NGS no longer adjusts projects to the OLD HI datum.
 TU3194.See file dsdata.txt to determine how the superseded data were derived.
 TU3194
 TU3194_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH1963594283(NAD 83)
 TU3194
 TU3194  HISTORY     - Date     Condition        Report By
 TU3194  HISTORY     - 1976     MONUMENTED       NGS
 TU3194
 TU3194                          STATION DESCRIPTION
 TU3194
 TU3194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 TU3194'SEE STATION PUU PEHE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1189 ***********************************************************************
 TU1189  DESIGNATION -  PUU PIA
 TU1189  PID         -  TU1189
 TU1189  STATE/COUNTY-  HI/HONOLULU
 TU1189  USGS QUAD   -  HONOLULU (1983)
 TU1189
 TU1189                         *CURRENT SURVEY CONTROL
 TU1189  ___________________________________________________________________
 TU1189* NAD 83(1993)-  21 19 31.21963(N)    157 47 47.15108(W)     ADJUSTED  
 TU1189* LOCAL TIDAL -       268.     (meters)     879.     (feet)  SCALED    
 TU1189  ___________________________________________________________________
 TU1189  EPOCH DATE  -        1993.62
 TU1189  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 TU1189  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU1189
 TU1189  HORZ ORDER  -  THIRD
 TU1189
 TU1189.The horizontal coordinates were established by classical geodetic methods
 TU1189.and adjusted by the National Geodetic Survey in December 1998..
 TU1189.The horizontal coordinates are valid at the epoch date displayed above.
 TU1189.The epoch date for horizontal control is a decimal equivalence
 TU1189.of Year/Month/Day.
 TU1189
 TU1189.The orthometric height was scaled from a topographic map.
 TU1189
 TU1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1189
 TU1189.The geoid height was determined by GEOID03.
 TU1189
 TU1189;                    North         East     Units Scale Factor Converg.
 TU1189;SPC HI 3     -    17,581.683   521,118.784   MT  0.99999551   +0 04 26.5
 TU1189;UTM  04      - 2,358,631.272   624,819.249   MT  0.99979252   +0 26 15.9
 TU1189
 TU1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1189!SPC HI 3     -   0.99995536  x   0.99999551  =   0.99995087
 TU1189!UTM  04      -   0.99995536  x   0.99979252  =   0.99974789
 TU1189
 TU1189|---------------------------------------------------------------------|
 TU1189| PID    Reference Object                     Distance      Geod. Az  |
 TU1189|                                                           dddmmss.s |
 TU1189| CJ9000 PUU PIA RM 1                          5.922 METERS 04413     |
 TU1189| TU1220 HONOLULU ROYAL HAWAIIAN C TWR       APPROX. 6.3 KM 2123153.5 |
 TU1189| TU1203 PUU OHIA RESET=TANTALUS             APPROX. 2.1 KM 2930149.2 |
 TU1189| CJ9001 PUU PIA RM 2                          5.729 METERS 31152     |
 TU1189|---------------------------------------------------------------------|
 TU1189
 TU1189                          SUPERSEDED SURVEY CONTROL
 TU1189
 TU1189  NAD 83(1986)-  21 19 31.16977(N)    157 47 47.16013(W) AD(       ) 3
 TU1189  OLD HI      -  21 19 42.57000(N)    157 47 57.03800(W) AD(       ) 3
 TU1189
 TU1189.Superseded values are not recommended for survey control.
 TU1189.NGS no longer adjusts projects to the OLD HI datum.
 TU1189.See file dsdata.txt to determine how the superseded data were derived.
 TU1189
 TU1189_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2481958631(NAD 83)
 TU1189_MARKER: Z = SEE DESCRIPTION
 TU1189_SETTING: 0 = UNSPECIFIED SETTING
 TU1189
 TU1189  HISTORY     - Date     Condition        Report By
 TU1189  HISTORY     - 1928     MONUMENTED       CGS
 TU1189  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1189
 TU1189                          STATION DESCRIPTION
 TU1189
 TU1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1189'OLD MARK CONSISTING OF A 2-INCH PINE IN GROUND WAS RECOVERED AND
 TU1189'FOUND TO BE LOOSE.  IT WAS REPLACED BY A STANDARD BRONZE DISK
 TU1189'(TERRITORY SURVEY) SET IN CONCRETE IN A 5-INCH CAST-IRON PIPE
 TU1189'WHICH WAS EMBEDDED IN THE GROUND.  A CONCRETE SHOULDER WAS PLACED
 TU1189'AROUND THE PIPE NEAR THE SURFACE.
 TU1189
 TU1189                          STATION RECOVERY (1963)
 TU1189
 TU1189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1189'A TYPE C HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED IN
 TU1189'GOOD CONDITION.  THE STATION WAS PREVIOUSLY DESCRIBED AS
 TU1189'BEING MARKED BY A HAWAIIAN TERRITORIAL SURVEY BRONZE DISK SET IN
 TU1189'CONCRETE IN A 5-INCH CAST-IRON PIPE, HOWEVER THIS COULD NOT BE
 TU1189'CHECKED BECAUSE OF THE SIGNAL.  TWO NEW REFERENCE MARKS, NUMBERS
 TU1189'ONE AND TWO, WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1189'
 TU1189'STATION IS LOCATED ABOUT 4-1/2 MILES AIRLINE NORTHEAST OF THE
 TU1189'FEDERAL BUILDING IN HONOLULU, ON A PROMINENT HILL OF ABOUT 880
 TU1189'FEET ELEVATION THAT HAS TWO LARGE WOODEN POWER POLES ON ITS
 TU1189'SUMMIT AND LIES AT THE HEAD OF MANOA VALLEY.
 TU1189'
 TU1189'TO REACH STATION FROM THE U.S. POST OFFICE SUB STATION NO. 5 IN
 TU1189'MANOA, GO NORTHEAST ON E. MANOA ROAD FOR 0.75 MILE TO FORK AT
 TU1189'SOUTH CORNER OF CEMETERY.  TAKE LEFT FORK AND GO NORTHEAST ON
 TU1189'AKAKA PLACE FOR 0.3 MILE TO END OF STREET AND HOME AT 3599 AKAKA
 TU1189'PL.  WALK THROUGH THE YARD AND GET ONTO TRAIL, FOLLOWING IT
 TU1189'NORTHEAST ALONG RIDGE LINE FOR ABOUT 1/3 MILE TO TOP OF HILL
 TU1189'AND STATION.
 TU1189'
 TU1189'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE THAT PROJECTS 2
 TU1189'FEET FROM CENTER OF 5-FOOT-SQUARE, CONCRETE PLATFORM THAT IS
 TU1189'FLUSH WITH THE GROUND.  IT IS ON THE SOUTHWEST END OF THE HILL
 TU1189'AND 15.2 FEET SOUTHWEST OF THE SOUTHWEST ONE OF THE TWO POWER
 TU1189'POLES.
 TU1189'
 TU1189'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU PIA NO 1
 TU1189'1928 1963, BRAZED TO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT IS
 TU1189'SET IN CEMENT AND PROJECTS 6 INCHES ABOVE GROUND.  IT IS 15.5
 TU1189'FEET SOUTHWEST OF THE NORTHEAST POWER POLE, 6.7 FEET NORTHWEST
 TU1189'OF THE SOUTHWEST POWER POLE, AND AT ABOUT THE SAME ELEVATION AS
 TU1189'TOP OF STATION PIPE.
 TU1189'
 TU1189'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU PIA NO
 TU1189'2 1928 1963, BRAZED TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS
 TU1189'SET IN CEMENT AND PROJECTS 6 INCHES ABOVE GROUND.  IT IS IN A
 TU1189'SMALL, FLAT AREA AT WEST SIDE OF END OF KNOLL AND ABOUT 3 FEET
 TU1189'LOWER THAN TOP OF STATION PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2726 ***********************************************************************
 TU2726  DESIGNATION -  PUU PILI USGS 1881
 TU2726  PID         -  TU2726
 TU2726  STATE/COUNTY-  HI/HAWAII
 TU2726  USGS QUAD   -  KAWAIHAE (1995)
 TU2726
 TU2726                         *CURRENT SURVEY CONTROL
 TU2726  ___________________________________________________________________
 TU2726* NAD 83(1993)-  20 06 53.66967(N)    155 45 47.97417(W)     ADJUSTED  
 TU2726* LOCAL TIDAL -      1435.0    (meters)    4708.     (feet)  VERT ANG  
 TU2726  ___________________________________________________________________
 TU2726  EPOCH DATE  -        1993.62
 TU2726  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 TU2726  GEOID HEIGHT-          20.86  (meters)                     GEOID03
 TU2726
 TU2726  HORZ ORDER  -  THIRD
 TU2726
 TU2726.The horizontal coordinates were established by classical geodetic methods
 TU2726.and adjusted by the National Geodetic Survey in December 1998..
 TU2726.The horizontal coordinates are valid at the epoch date displayed above.
 TU2726.The epoch date for horizontal control is a decimal equivalence
 TU2726.of Year/Month/Day.
 TU2726
 TU2726.The orthometric height was determined by vertical angle observations.
 TU2726
 TU2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2726
 TU2726.The geoid height was determined by GEOID03.
 TU2726
 TU2726;                    North         East     Units Scale Factor Converg.
 TU2726;SPC HI 1     -   141,884.597   472,464.579   MT  0.99997603   -0 05 26.0
 TU2726;UTM  05      - 2,226,594.597   211,065.863   MT  1.00063195   -0 57 03.5
 TU2726
 TU2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2726!SPC HI 1     -   0.99977121  x   0.99997603  =   0.99974724
 TU2726!UTM  05      -   0.99977121  x   1.00063195  =   1.00040301
 TU2726
 TU2726                          SUPERSEDED SURVEY CONTROL
 TU2726
 TU2726  NAD 83(1986)-  20 06 53.64263(N)    155 45 47.97930(W) AD(       ) 3
 TU2726  OLD HI      -  20 07 04.67600(N)    155 45 58.00000(W) AD(       ) 3
 TU2726
 TU2726.Superseded values are not recommended for survey control.
 TU2726.NGS no longer adjusts projects to the OLD HI datum.
 TU2726.See file dsdata.txt to determine how the superseded data were derived.
 TU2726
 TU2726_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1106626595(NAD 83)
 TU2726
 TU2726  HISTORY     - Date     Condition        Report By
 TU2726  HISTORY     - 1881     MONUMENTED       HIGS
 TU2726  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2726  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2726
 TU2726                          STATION DESCRIPTION
 TU2726
 TU2726'DESCRIBED BY HAWAII GEODETIC SURVEY 1881
 TU2726'IN THE NORTHERN PART OF HAWAII, IN THE CENTRAL PART OF NORTH
 TU2726'KOHALA, ON PUU PILI.  MARKED BY A STAND FOR THE INSTRUMENT
 TU2726'CONSISTING OF FOUR OHIA POSTS AND BY THREE BOTTLES BURIED,
 TU2726'RADIATING HORIZONTALLY FROM THE STATION, AND GINGER PLANTED
 TU2726'OVER THEM.
 TU2726
 TU2726                          STATION RECOVERY (1938)
 TU2726
 TU2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2726'LOCATION OF STATION--IN THE CENTRAL PART OF NORTH KAHALA ON A
 TU2726'HIGH WOODED HILL CALLED PUU PILI AND SITUATED ABOUT 1.8 MILES
 TU2726'SOUTHEAST OF KAHUA RANCHHOUSE.
 TU2726'
 TU2726'OLD MARK FOUND--3 INCH DIAMETER CONCRETE POST MARKED WITH A
 TU2726'U.S.G.S. BRONZE TABLET STAMPED 4676 FEET ELEVATION.  THE STATION
 TU2726'IS BEST APPROACHED FROM THE SOUTH SIDE OF THE HILL UP WHICH A
 TU2726'HORSE TRAIL WAS CLEARED.
 TU2726'
 TU2726'NEW MARK--H.T.S. TYPE E MONUMENT (TRIPOD BUILT OF 2 INCH PIPE
 TU2726'10 FEET LONG FOR LEGS WHICH IS SET FORMLY IN THE GROUND WITH
 TU2726'CONCRETE.  A REMOVABLE SIGNAL OF 1-1/2 IN PIPE 20 FEET LONG IS
 TU2726'SET OVER THE STATION MARK AND THRU THE TOP OF THE TRIPOD.
 TU2726
 TU2726                          STATION RECOVERY (1968)
 TU2726
 TU2726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2726'STATION MRK WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 9 MILES
 TU2726'NORTHWEST OF KAMUELA, 10 MILES SOUTHEAST OF HAWI, AND 2 MILES
 TU2726'SOUTHEAST OF THE KAHUA RANCH BUILDINGS, IN THE KOHALA MOUNTAINS ON
 TU2726'TOP OF PUU PILI A TREE AND BRUSH-COVERED HILL OF ABOUT 4708 FEET
 TU2726'ELEVATION.
 TU2726'
 TU2726'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO WEST ON STATE
 TU2726'HIGHWAY 25, TOWARDS HAWI, FOR 11.1 MILES TO A BOARD GATE ON RIGHT,
 TU2726'50 YARDS BEFORE REACHING THE VON HOLT MEMORIAL PARK.  GO THROUGH
 TU2726'GATE, TURN RIGHT, AND GO 100 YARDS TO GATE IN CORNER.  PASS
 TU2726'THROUGH GATE AND FOLLOW TRACK ROAD LEFT, EASTERLY, FOR 0.35 MILE
 TU2726'TO FORK.  TAKE RIGHT FORK AND GO 0.9 MILE TO FORK AT RED TANK BY
 TU2726'TREES.  TAKE LEFT FORK AND GO 0.3 MILE TO GATE.  PASS THROUGH
 TU2726'GATE AND CONTINUE FOR 0.45 MILE TO A RESERVOIR DAM ON RIGHT.
 TU2726'LEAVE ROAD AND GO LEFT UP SLOPE FOR 0.1 MILE TO FENCE LINE AT BASE
 TU2726'OF HILL.  PACK NORTHWEST UP STEEP SLOPE ABOUT 1/2-MILE TO
 TU2726'TOP AND STATION.
 TU2726'
 TU2726'STATION MARK IS A USGS DISK STAMPED HAWAII 4676, SET IN THE TOP OF
 TU2726'A 5-INCH-DIAMETER CONCRETE POST PROJECTING 5 INCHES FROM
 TU2726'GROUND.  THERE IS A LARGE SIGNAL CONSTRUCTED OF PIPE, 8 FEET HIGH,
 TU2726'CENTERED OVER THE MARK, WITH A 20-FOOT-LONG PIPE UP THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2714 ***********************************************************************
 TU2714  DESIGNATION -  PUU ULA
 TU2714  PID         -  TU2714
 TU2714  STATE/COUNTY-  HI/HAWAII
 TU2714  USGS QUAD   -  HAWI (1995)
 TU2714
 TU2714                         *CURRENT SURVEY CONTROL
 TU2714  ___________________________________________________________________
 TU2714* NAD 83(1993)-  20 13 48.14982(N)    155 51 41.60584(W)     ADJUSTED  
 TU2714* LOCAL TIDAL -       289.9    (meters)     951.     (feet)  VERT ANG  
 TU2714  ___________________________________________________________________
 TU2714  EPOCH DATE  -        1993.62
 TU2714  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 TU2714  GEOID HEIGHT-          18.08  (meters)                     GEOID03
 TU2714
 TU2714  HORZ ORDER  -  FIRST
 TU2714
 TU2714.The horizontal coordinates were established by classical geodetic methods
 TU2714.and adjusted by the National Geodetic Survey in December 1998..
 TU2714.The horizontal coordinates are valid at the epoch date displayed above.
 TU2714.The epoch date for horizontal control is a decimal equivalence
 TU2714.of Year/Month/Day.
 TU2714
 TU2714.The orthometric height was determined by vertical angle observations.
 TU2714
 TU2714.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2714
 TU2714.The geoid height was determined by GEOID03.
 TU2714
 TU2714;                    North         East     Units Scale Factor Converg.
 TU2714;SPC HI 1     -   154,649.638   462,220.430   MT  0.99998430   -0 07 30.1
 TU2714;UTM  05      - 2,239,521.343   201,008.178   MT  1.00070504   -0 59 24.9
 TU2714
 TU2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2714!SPC HI 1     -   0.99995159  x   0.99998430  =   0.99993589
 TU2714!UTM  05      -   0.99995159  x   1.00070504  =   1.00065660
 TU2714
 TU2714:                Primary Azimuth Mark                     Grid Az
 TU2714:SPC HI 1     -  HIND STACK                               078 09 15.8
 TU2714:UTM  05      -  HIND STACK                               079 01 10.6
 TU2714
 TU2714|---------------------------------------------------------------------|
 TU2714| PID    Reference Object                     Distance      Geod. Az  |
 TU2714|                                                           dddmmss.s |
 TU2714| TU2709 HIND STACK                          APPROX. 3.4 KM 0780145.7 |
 TU2714| CN6130 PUU ULA RM 1                          4.639 METERS 21632     |
 TU2714| CN6131 PUU ULA RM 2                          3.120 METERS 27944     |
 TU2714| TU2761 LORAN C TOWER                       APPROX. 3.1 KM 3072108.9 |
 TU2714| TU2763 LORAN TOWER                         APPROX. 3.6 KM 3113830.9 |
 TU2714|---------------------------------------------------------------------|
 TU2714
 TU2714                          SUPERSEDED SURVEY CONTROL
 TU2714
 TU2714  NAD 83(1986)-  20 13 48.11809(N)    155 51 41.60059(W) AD(       ) 1
 TU2714  OLD HI      -  20 13 59.17800(N)    155 51 51.64300(W) AD(       ) 1
 TU2714
 TU2714.Superseded values are not recommended for survey control.
 TU2714.NGS no longer adjusts projects to the OLD HI datum.
 TU2714.See file dsdata.txt to determine how the superseded data were derived.
 TU2714
 TU2714_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0100839521(NAD 83)
 TU2714
 TU2714  HISTORY     - Date     Condition        Report By
 TU2714  HISTORY     - 1913     MONUMENTED       HITS
 TU2714  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2714  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2714  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2714  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU2714  HISTORY     - 1964     SEE DESCRIPTION  USGS
 TU2714  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2714
 TU2714                          STATION DESCRIPTION
 TU2714
 TU2714'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1913 (ERH)
 TU2714'IN NORTHERN PART OF HAWAII, AND NORTHWEST KOHALA DISTRICT, ON THE
 TU2714'SUMMIT OF PUU ULA, A VERY LARGE, ISOLATED, AND PROMINENT CONICAL
 TU2714'HILL, SHARP AND SYMMETRICAL.  THIS HILL IS UNMISTAKABLE, SHOWING
 TU2714'UP FROM SEAWARD FROM SOUTH CLEAR AROUND TO N. 80 DEG E.  IT BEARS
 TU2714'S. 80 DEG E. FROM HONOIPU LANDING (ABANDONED).  HOEA MILL (HAWI
 TU2714'MILL AND PLANTATION CO.) BEARS N. 20 DEG. E.  STATION MARKED BY
 TU2714'CYLINDER OF CONCRETE 5 INCHES IN DIAMETER AND EXTENDING ABOUT 3
 TU2714'INCHES ABOVE GROUND.  IN ITS TOP IS A HOLE IN CENTER OF
 TU2714'TRIANGLE. STATION COVERED WITH CAIRN OF STONES.  MARKED BY
 TU2714'TERRITORIAL SURVEY, BUT DETERMINED BY UNITED STATES COAST
 TU2714'AND GEODETIC SURVEY.
 TU2714
 TU2714                          STATION RECOVERY (1938)
 TU2714
 TU2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2714'LOCATION OF STATION--ON A VERY PROMINENT AND BRUSH-COVERED HILL
 TU2714'ABOUT 3000 FEET ABOVE THE HAWI-MAHUKONA ROAD AND ABOUT 2 MILES
 TU2714'FROM HAWI.
 TU2714'
 TU2714'OLD STATION FOUND--TRIANGULATION STATION CUT ON TOP OF 5 IN
 TU2714'CONCRETE-FILLED METAL CYLINDER FIRMLY SET IN GROUND.
 TU2714'
 TU2714'NEW MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE MONUMENT
 TU2714'7-1/2 FEET ON EACH SIDE WITH 1-7/8 IN STEEL BAR 2 FEET LONG SET
 TU2714'ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW.  A
 TU2714'STANDARD METAL TARGET IS SET OVER THE STEEL BAR.)
 TU2714
 TU2714                          STATION RECOVERY (1948)
 TU2714
 TU2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2714'RECOVERED THE CONCRETE CYLINDER WITH TRIANGLE AS DESCRIBED IN 1913
 TU2714'BY E. R. HAND.  THE TERRITORY SURVEY ESTABLISHED A CONCRETE
 TU2714'PLATFORM, METAL POLE AND TARGET IN 1938, VERTICALLY OVER THE MARK.
 TU2714'
 TU2714'LOCATED AT THE SUMMIT OF PUU ULA, A PROMINENT HILL ABOUT 2 MILES
 TU2714'WESTWARD OF HAWI AND 2-1/2 MILES FROM UPOLU POINT.  IT IS ABOUT A
 TU2714'MILE SOUTH-EASTWARD OF PUU KAHONE.  PUU ULA HAS A REDISH COLOR
 TU2714'WHERE CINDERS HAVE BEEN REMOVED FROM A PIT.
 TU2714'
 TU2714'TO REACH THE STATION, TURN SOUTHWEST ABOUT 3/4 MILE WEST OF HAWI,
 TU2714'ONTO A SIDEROAD, WITH CANE FIELDS ON THE RIGHT HAND.  PROCEED
 TU2714'1-1/2 MILES UNTIL ABREAST THE PROMINENT PUU ULA.  PASS THRU TWO
 TU2714'GATES TO THE HILL.
 TU2714
 TU2714                          STATION RECOVERY (1958)
 TU2714
 TU2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2714'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU2714'1938 AND 1948, EXCEPT THE STEEL BAR AND LEGS HAVE RUSTED OFF
 TU2714'AND THE METAL POLE AND TARGET HAVE TOPPLED OVER.
 TU2714'
 TU2714'TO REACH GO 0.65 WEST ALONG THE HIGHWAY FROM THE JUNCTION IN
 TU2714'HAWI.  TURN LEFT, TAKING THE MOST WESTERLY OF TWO DIRT ROADS,
 TU2714'AND GO 1.6 MILES IN A SOUTH WESTERLY DIRECTION.  TURN RIGHT,
 TU2714'PASSING ON EAST SIDE OF SMALL POND, AND GO ABOUT 0.5 MILE ON A
 TU2714'DIRT ROAD TO THE SOUTH END OF PUU ULA HILL.  WALK UP RIDGE TO
 TU2714'HIGHEST PART OF HILL AND STATION.
 TU2714
 TU2714                          STATION RECOVERY (1963)
 TU2714
 TU2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DGB)
 TU2714'STATION RECOVERED 1948 BY USC AND GS.  CONCRETE PLATFORM SET IN
 TU2714'1938 BY HTS STILL IN GOOD CONDITION, METAL TARGET AND POLE
 TU2714'GONE.  THE GROUND HAS ERODED ALONG THE EAST AND SOUTH SIDES
 TU2714'OF THE CONCRETE, AND ONE CORNER IS PRESENTLY UNSUPPORTED AND
 TU2714'HANGING FREE.  IT APPEARS THAT AT LEAST A FEW YEARS WILL BE
 TU2714'NECESSARY BEFORE THERE IS ANY MOTION IN THE MONUMENT ITSELF.  IT
 TU2714'IS VERY STABLE AND IS 6 FEET ON A SIDE.
 TU2714'
 TU2714'AT PRESENT THE BEST APPROACH TO THE STATION IS FROM THE SOUTH.  A
 TU2714'DIRT ROAD PASSES ABOUT 1000 FEET FROM THE STATION HERE, BEFORE
 TU2714'IT SWINGS TO THE WEST AND CIRCLES THE TOP OF THE HILL.  IT IS
 TU2714'A SHORT FIVE MINUTE WALK ACROSS OPEN FIELDS FROM THE ROAD.
 TU2714
 TU2714                          STATION RECOVERY (1964)
 TU2714
 TU2714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TU2714'STATION FOUND IN GOOD CONDIION.  TO REACH FROM THE POST OFFICE
 TU2714'IN PAHELA, GO ONE BLOCK N TO A CROSS ROAD, GO STRAIGHT AHEAD TO
 TU2714'STATE HWY 11, (0.6 MILE), GO LEFT (TOWARD THE VOLCANO) 2.4 MILES
 TU2714'TO ANGULAR GATE ON THE RIGHT, PASS THRU GATE AND GO ABOUT 200
 TU2714'FEET TO A FENCE CORNER, TURN RIGHT ALONG FENCE AND GO 0.15 MILE
 TU2714'TO TWO GATES, PASS THRU THE NORTH GATE AND ANGLE TO LEFT TO A
 TU2714'DIM ROAD, AFTER CROSSING WASH ANGLE TO THE RIGHT ON A VERY DIM
 TU2714'TRAIL AND DRIVE 2.9 MILES TO BASE OF A SMALL CONE.  LEAVE
 TU2714'TRUCK AND PACK ABOUT 100 YARDS TO TOP OF CONE AND STATION.
 TU2714
 TU2714                          STATION RECOVERY (1968)
 TU2714
 TU2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2714'STATION WAS RECOVERED IN POOR CONDITION.  WIND EROSION HAD
 TU2714'UNDERMINED THE EAST SIDE OF THE STATION PLATFORM UNTIL IT WAS
 TU2714'IN DANGER OF TOPPLING OVER.  A SUPPORT OF STONE AND CONCRETE
 TU2714'WAS BUILT ALONG EXPOSED EDGE OF PLATFORM, AND A CRIBBING OF STONE
 TU2714'EXTENDED FURTHER OUT, TO PREVENT FURTHER EROSION.  TWO REFERENCE
 TU2714'MARKS WERE ALSO ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2714'
 TU2714'STATION IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF HAWI VILLAGE
 TU2714'AND 1/2-MILE SOUTH OF STATE HIGHWAY 27, ON THE SUMMIT OF PUU ULA,
 TU2714'A BARE, RED TOPPED HILL OF ABOUT 951 FEET ELEVATION, IN PASTURE
 TU2714'LAND.
 TU2714'
 TU2714'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO NORTH ON STATE
 TU2714'HIGHWAY 25 FOR 0.1 MILE.  TURN LEFT AND GO WEST ON STATE HIGHWAY
 TU2714'27 FOR 0.6 MILE TO POWER POLE 25.  TURN LEFT AND FOLLOW DIAGONAL
 TU2714'FIELD ROAD ALONG POWER LINE FOR 1.4 MILES TO WIRE GATE ON RIGHT,
 TU2714'AT POWER POLE 39.  GO THROUGH GATE AND FOLLOW TRACK ROAD ACROSS
 TU2714'PASTURE FOR 0.2 MILE TO GATE IN FENCE.  PASS THROUGH GATE AND
 TU2714'CONTINUE FOR 0.2 MILE TO END CORNER OF FIELD, AND A GATE ON
 TU2714'RIGHT.  PASS THROUGH GATE AND GO UP ONTO LOW RIDGE, THEN LEFT,
 TU2714'FOR 0.3 MILE TO TOP OF HILL AND STATION.  A 4-WHEEL-DRIVE
 TU2714'VEHICLE IS REQUIRED.
 TU2714'
 TU2714'STATION MARK IS A 3/4-INCH DRILL HOLE IN THE CENTER OF A
 TU2714'CHISELED TRIANGLE IN THE TOP OF A 5-INCH DIAMETER CONCRETE POST
 TU2714'PROJECTING 3 INCHES FROM THE CENTER OF A TRIANGULAR CONCRETE
 TU2714'PLATFORM 7 FEET ON EACH SIDE AND PROJECTING 18 INCHES ABOVE
 TU2714'GROUND ON THE EAST SIDE.  THE ENTIRE EAST SIDE AND SOUTHEAST
 TU2714'POINT OF THE PLATFORM ARE SUPPORTED AND PROTECTED BY A LARGE,
 TU2714'STONE AND CONCRETE CRIBBING.
 TU2714'
 TU2714'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU ULA HTS
 TU2714'1913 NO 1 1968, SET IN THE TOP OF A CONCRETE-FILLED, 3-INCH, IRON
 TU2714'PIPE THAT IS SET IN CONCRETE AND PROJECTS 2 INCHES FROM GROUND.  IT
 TU2714'IS ABOUT 8 INCHES LOWER THAN STATION MARK.
 TU2714'
 TU2714'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU ULA
 TU2714'HTS 1913 NO 2 1968, SET IN THE TOP OF A CONCRETE-FILLED, 3-INCH,
 TU2714'IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 2 INCHES FROM
 TU2714'GROUND.  IT IS ABOUT 15 INCHES LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0156 ***********************************************************************
 TU0156  DESIGNATION -  PUU ULAULA
 TU0156  PID         -  TU0156
 TU0156  STATE/COUNTY-  HI/HAWAII
 TU0156  USGS QUAD   -  PUU ULAULA (1982)
 TU0156
 TU0156                         *CURRENT SURVEY CONTROL
 TU0156  ___________________________________________________________________
 TU0156* NAD 83(1993)-  19 31 48.26571(N)    155 27 49.74162(W)     ADJUSTED  
 TU0156* LOCAL TIDAL -      3076.     (meters)   10092.     (feet)  SCALED    
 TU0156  ___________________________________________________________________
 TU0156  EPOCH DATE  -        1993.62
 TU0156  LAPLACE CORR-         -10.41  (seconds)                    DEFLEC99
 TU0156  GEOID HEIGHT-          27.17  (meters)                     GEOID03
 TU0156
 TU0156  HORZ ORDER  -  THIRD
 TU0156
 TU0156.The horizontal coordinates were established by classical geodetic methods
 TU0156.and adjusted by the National Geodetic Survey in December 1998..
 TU0156.The horizontal coordinates are valid at the epoch date displayed above.
 TU0156.The epoch date for horizontal control is a decimal equivalence
 TU0156.of Year/Month/Day.
 TU0156
 TU0156.The orthometric height was scaled from a topographic map.
 TU0156
 TU0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0156
 TU0156.The geoid height was determined by GEOID03.
 TU0156
 TU0156;                    North         East     Units Scale Factor Converg.
 TU0156;SPC HI 1     -    77,123.002   503,797.416   MT  0.99996684   +0 00 43.5
 TU0156;UTM  05      - 2,161,339.821   241,453.381   MT  1.00042634   -0 49 26.8
 TU0156
 TU0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0156!SPC HI 1     -   0.99951243  x   0.99996684  =   0.99947929
 TU0156!UTM  05      -   0.99951243  x   1.00042634  =   0.99993856
 TU0156
 TU0156                          SUPERSEDED SURVEY CONTROL
 TU0156
 TU0156  NAD 83(1986)-  19 31 48.25093(N)    155 27 49.77014(W) AD(       ) 3
 TU0156  OLD HI      -  19 32 00.12800(N)    155 27 59.70200(W) AD(       ) 3
 TU0156
 TU0156.Superseded values are not recommended for survey control.
 TU0156.NGS no longer adjusts projects to the OLD HI datum.
 TU0156.See file dsdata.txt to determine how the superseded data were derived.
 TU0156
 TU0156_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4145361340(NAD 83)
 TU0156_MARKER: DD = SURVEY DISK
 TU0156_SETTING: 80 = SET IN A BOULDER
 TU0156_SP_SET: BOULDER
 TU0156_STAMPING: ML-75-7 PUU-ULAULA
 TU0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0156+STABILITY: SURFACE MOTION
 TU0156
 TU0156  HISTORY     - Date     Condition        Report By
 TU0156  HISTORY     - UNK      MONUMENTED       USGS
 TU0156  HISTORY     - 1975     GOOD             NGS
 TU0156
 TU0156                          STATION DESCRIPTION
 TU0156
 TU0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0156'22.25 MI SW FROM VOLCANO.
 TU0156'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0156'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0156'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG THE MAUNA LOA ROAD,
 TU0156'CONTINUE 6.60 MILES SOUTHWESTERLY ALONG THE MAUNA LOA TRAIL FROM THE
 TU0156'END OF ROAD, THENCE 0.10 MILE NORTH-NORTHEAST AND UP A SANDY SLPOE TO
 TU0156'MARK ON A LARGE BOULDER, ABOUT 25 FEET EAST OF A FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2285 ***********************************************************************
 TU2285  DESIGNATION -  PUU ULAULA 2 RESET
 TU2285  PID         -  TU2285
 TU2285  STATE/COUNTY-  HI/HAWAII
 TU2285  USGS QUAD   -  PUU ULAULA (1982)
 TU2285
 TU2285                         *CURRENT SURVEY CONTROL
 TU2285  ___________________________________________________________________
 TU2285* NAD 83(1993)-  19 31 48.37947(N)    155 27 49.92673(W)     ADJUSTED  
 TU2285* LOCAL TIDAL -      3076.7    (meters)   10094.     (feet)  VERT ANG  
 TU2285  ___________________________________________________________________
 TU2285  EPOCH DATE  -        1993.62
 TU2285  LAPLACE CORR-         -10.41  (seconds)                    DEFLEC99
 TU2285  GEOID HEIGHT-          27.17  (meters)                     GEOID03
 TU2285
 TU2285  HORZ ORDER  -  FIRST
 TU2285
 TU2285.The horizontal coordinates were established by classical geodetic methods
 TU2285.and adjusted by the National Geodetic Survey in December 1998..
 TU2285.The horizontal coordinates are valid at the epoch date displayed above.
 TU2285.The epoch date for horizontal control is a decimal equivalence
 TU2285.of Year/Month/Day.
 TU2285
 TU2285.The orthometric height was determined by vertical angle observations.
 TU2285
 TU2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2285
 TU2285.The geoid height was determined by GEOID03.
 TU2285
 TU2285;                    North         East     Units Scale Factor Converg.
 TU2285;SPC HI 1     -    77,126.499   503,792.019   MT  0.99996684   +0 00 43.5
 TU2285;UTM  05      - 2,161,343.398   241,448.033   MT  1.00042638   -0 49 26.9
 TU2285
 TU2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2285!SPC HI 1     -   0.99951232  x   0.99996684  =   0.99947918
 TU2285!UTM  05      -   0.99951232  x   1.00042638  =   0.99993849
 TU2285
 TU2285|---------------------------------------------------------------------|
 TU2285| PID    Reference Object                     Distance      Geod. Az  |
 TU2285|                                                           dddmmss.s |
 TU2285| TU2286 77 506 USGS 1977                      0.790 METERS 08604     |
 TU2285| TU2382 4088                                APPROX.22.2 KM 1225708.9 |
 TU2285| TU2284 BRONZE DISK FOR POINTS OF INTEREST    8.542 METERS 12625     |
 TU2285| CN6132 PUU ULAULA 2 RM 2                     7.913 METERS 30757     |
 TU2285|---------------------------------------------------------------------|
 TU2285
 TU2285                          SUPERSEDED SURVEY CONTROL
 TU2285
 TU2285  NAD 83(1986)-  19 31 48.36366(N)    155 27 49.96709(W) AD(       ) 1
 TU2285  OLD HI      -  19 31 59.28600(N)    155 27 59.96800(W) AD(       ) 1
 TU2285
 TU2285.Superseded values are not recommended for survey control.
 TU2285.NGS no longer adjusts projects to the OLD HI datum.
 TU2285.See file dsdata.txt to determine how the superseded data were derived.
 TU2285
 TU2285_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4144861343(NAD 83)
 TU2285
 TU2285  HISTORY     - Date     Condition        Report By
 TU2285  HISTORY     - 1949     MONUMENTED       HITS
 TU2285  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2285  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2285
 TU2285                          STATION DESCRIPTION
 TU2285
 TU2285'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1949 (CTH)
 TU2285'THE STATION IS LOCATED ON THE SUMMIT OF A LOW VOLCANIC KNOLL WHICH
 TU2285'LIES ON THE CREST OF THE EASTERLY SHOULDER OF MAUNA LOA ABOUT 29
 TU2285'MILES SOUTHWEST OF HILO, ABOUT 16 MILES NORTHWEST OF THE HAWAIIAN
 TU2285'NATIONAL PARK HEADQUARTERS, ABOUT 9 MILES EAST NORTHEAST OF THE
 TU2285'SUMMIT OF MAUNA LOA, ABOUT 250 FEET EAST OF THE PUU ULAULA REST
 TU2285'HOUSE AND AT AN ELEVATION OF 10035 FEET.
 TU2285'
 TU2285'TO REACH FROM THE HEADQUARTERS OF THE HAWAIIAN NATIONAL PARK.  GO
 TU2285'WESTERLY, ON THE ROAD WHICH LEADS TOWARD NASLEHU, FOR 2.1
 TU2285'MILES.  TURN RIGHT, AS PER THE SIGN READING BIRD PARK, AND GO
 TU2285'NORTHWEST FOR 1.2 MILES TO A TURN-AROUND AT THE END OF THE PAVED
 TU2285'ROAD.  CONTINUE STRAIGHT AHEAD, ON THE GRADED ROAD, FOR 0.4
 TU2285'MILE.  PASS THROUGH A LOCKED GATE (KEY FOR THIS GATE MAY BE
 TU2285'OBTAINED FROM THE HAWAIIAN NATIONAL PARK HEADQUARTERS) AND
 TU2285'CONTINUE NORTHWESTERLY, ON THE MAIN TRAVELED ROAD, FOR 10.1 MILES
 TU2285'TO THE END OF THE ROAD AT A CORRAL AND STABLE.  FROM THIS
 TU2285'POINT PACK NORTHWESTERLY, ALONG A GOOD TRAIL FOR ABOUT 7.5
 TU2285'MILES TO THE PUU ULAULA REST HOUSE AND THE STATION HILL.
 TU2285'
 TU2285'WATER CAN BE OBTAINED FROM THE TANK AT THE PUU ULAULA REST
 TU2285'HOUSE.  THIS IS ABOUT A 4 HOUR PACK.
 TU2285'
 TU2285'THE STATION IS THE CENTER AND TOP OF A 1-5/8 INCH IRON BAR WHICH
 TU2285'PROJECTS ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF CONCRETE
 TU2285'WHICH IS ABOUT 6 FEET ON EACH SIDE AND IS FLUSH WITH THE SURFACE
 TU2285'OF THE GROUND.
 TU2285'
 TU2285'REFERENCE MARK NUMBER 1 IS THE CENTER OF A BRONZE DISK 18 INCHES
 TU2285'IN DIAMETER WHICH IS USED TO POINT OUT THE POINTS OF INTEREST
 TU2285'FROM THE STATION HILL.  IT IS SET IN THE CENTER OF A STONE AND
 TU2285'CONCRETE CAIRN WHICH IS ABOUT 4 FEET IN HEIGHT.
 TU2285'
 TU2285'IN 1938 WHEN THE TERRITORY SURVEY DEPARTMENT ESTABLISHED THIS
 TU2285'STATION THEY MADE THE FOLLOWING NOTE ON THEIR RECOVERY
 TU2285'CARD.  NOTHING WAS FOUND TO INDICATE THE STATION WHICH RECORDS
 TU2285'SHOW WAS NEVER MARKED ORIGINALLY EXCEPTION WITH AN OHIA TRIPOD NO
 TU2285'REMNANTS OF WHICH REMAIN.  HOWEVER A MONUMENT WAS PLACED AT THE
 TU2285'HIGHEST POINT OF THE HILL, 28 FEET AWAY FROM A 1 FOOT DISK WITH
 TU2285'8 LARGE ARROWS CEMENTED TO THE TOP OF A CEMENTED STONEPILE ABOUT
 TU2285'4 FEET HIGH.  THIS DISK ACCORDING TO E. G. WINDGATE, FORMER
 TU2285'U.S.G.S. ENGR. ON HAWAII IS NOT THE STATION MARK.  IN ANY
 TU2285'EVENT THE NEW STATION MONUMENTED SHOULD BE RETRIANGULATED ON.
 TU2285
 TU2285                          STATION RECOVERY (1967)
 TU2285
 TU2285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2285'STATION MARK WAS RECOVERED AND FOUND TO BE IN POOR CONDITION.  IT
 TU2285'WAS MARKED BY A NAIL IN THE CENTER OF A CEMENT-FILLED TOMATO CAN,
 TU2285'WHICH WAS SET AT THE MIDDLE OF A TRIANGULAR, CONCRETE PLATFORM
 TU2285'ABOUT 7 FEET ON EACH SIDE.  THE IRON BAR MENTIONED IN ORIGINAL
 TU2285'DESCRIPTION WAS CENTERED OVER THIS NAIL.  THE PLATFORM IS
 TU2285'SOMEWHAT CRACKED AND BROKEN SO BOTH THE IRON BAR AND CENTER NAIL
 TU2285'WERE IN DANGER OF BEING LOST, SO THE STATION WAS REMARKED WITH
 TU2285'A STANDARD STATION DISK.  THE DISTANCE TO THE REFERENCE MARK WAS
 TU2285'CHECKED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2285'
 TU2285'STATION IS LOCATED ABOUT 29 MILES SOUTHWEST OF HILO AND 15 MILES
 TU2285'NORTHWEST OF THE HAWAII VOLCANOES NATIONAL PARK HEADQUARTERS, ON
 TU2285'THE TOP OF A RED CINDER HILL, KNOWN AS RED HILL, ON THE EAST
 TU2285'SHOULDER OF MAUNA LOA, 250 FEET EAST FROM A CABIN, AND AT ABOUT
 TU2285'10035 FEET ELEVATION.
 TU2285'
 TU2285'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2285'HEADQUARTERS, GO WESTERLY ON CRATER RIM ROAD FOR 1.8 MILES.  GO
 TU2285'RIGHT FOR 0.1 MILE TO CROSSROAD AT STATE HIGHWAY 11.  CONTINUE
 TU2285'STRAIGHT AHEAD, AS PER SIGN MAUNA LOA STRIP SCENIC ROAD, FOR 1.6
 TU2285'MILES TO ROAD LOOP AT BIRD PARK.  PASS THROUGH STONE GATEPOSTS
 TU2285'AND FOLLOW WINDING, MACADAM ROAD FOR 10.2 MILES TO END OF
 TU2285'ROAD.  PACK NORTHWESTERLY ON THE MAUNA LOA TRAIL FOR ABOUT 7
 TU2285'MILES TO RED HILL AND STATION.
 TU2285'
 TU2285'STATION MARK IS A STANDARD DISK STAMPED PUU ULAULA 2 1949 1967,
 TU2285'RIVETED TO THE TOP OF A 1-INCH, IRON PIPE THAT IS SET IN CONCRETE,
 TU2285'ABOUT 2 INCHES BELOW THE TOP OF THE TRIANGULAR, CONCRETE
 TU2285'PLATFORM.  A METAL TARGET, SUPPORTED BY 3 IRON LEGS, IS CENTERED
 TU2285'OVER THE MARK, AND EXTENDS 8 FEET ABOVE THE PLATFORM.
 TU2285'
 TU2285'REFERENCE MARK NUMBER ONE IS THE CENTER OF AN 18-INCH-DIAMETER,
 TU2285'BRONZE DISK, WITH ARROWS INDICATING VARIOUS POINTS OF INTEREST,
 TU2285'MOUNTED ON TOP OF A STONE AND CONCRETE CAIRN ABOUT 4 FEET HIGH.
 TU2285'
 TU2285'NOTE--PACKING TIME IS ABOUT 4 HOURS.  WATER IS AVAILABLE AT THE
 TU2285'PUU ULAULA CABIN NEAR STATION.
 TU2285
 TU2285                          STATION RECOVERY (1977)
 TU2285
 TU2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2285'THE TRIANGULAR CONCRETE PLATFORM AND THE METAL TARGET OVER THE
 TU2285'STATION MARK WERE FOUND DESTROYED.  THE STATION MARK WAS FOUND
 TU2285'SLIGHTLY LOOSE IN THE GROUND AND WAS REINFORCED WITH CONCRETE ON
 TU2285'THIS DATE.  REFERENCE MARK 1 WAS RECOVERED IN FAIR CONDITION AS
 TU2285'THE CAIRN IT IS CEMENTED IN WAS FOUND SLIGHTLY LOOSE AND, AS A
 TU2285'PROBABLE RESULT, THE DISTANCE TO REFERENCE MARK 1 DIFFERED FROM
 TU2285'THE 1949 MEASUREMENT BY 27 MM. AND THE DIRECTION DIFFERED BY ABOUT
 TU2285'26 MINUTES.  REFERENCE MARK 2 WAS SET ON THIS DATE.  THE
 TU2285'PREVIOUS DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING
 TU2285'ADDITIONS--
 TU2285'
 TU2285'THE STATION WAS REACHED BY HELICOPTER ON THIS DATE BUT CAN ALSO
 TU2285'BE REACHED BY FOLLOWING THE 1967 DESCRIPTION.
 TU2285'
 TU2285'REFERENCE MARK 2 IS THE CENTER OF A 3/4-INCH GALVANIZED PIPE 4
 TU2285'FEET LONG SET IN AN IRREGULAR MASS OF CONCRETE AND PROJECTING 0.2
 TU2285'FOOT ABOVE THE GROUND.
 TU2285'
 TU2285'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2285'
 TU2285'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2285'29 MILES SOUTHWEST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2358 ***********************************************************************
 TU2358  DESIGNATION -  PUU ULAULA RESET
 TU2358  PID         -  TU2358
 TU2358  STATE/COUNTY-  HI/HAWAII
 TU2358  USGS QUAD   -  PAHALA (1995)
 TU2358
 TU2358                         *CURRENT SURVEY CONTROL
 TU2358  ___________________________________________________________________
 TU2358* NAD 83(1993)-  19 12 13.62938(N)    155 25 50.39553(W)     ADJUSTED  
 TU2358* LOCAL TIDAL -       304.8    (meters)    1000.     (feet)  VERT ANG  
 TU2358  ___________________________________________________________________
 TU2358  EPOCH DATE  -        1993.62
 TU2358  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 TU2358  GEOID HEIGHT-          20.01  (meters)                     GEOID03
 TU2358
 TU2358  HORZ ORDER  -  FIRST
 TU2358
 TU2358.The horizontal coordinates were established by classical geodetic methods
 TU2358.and adjusted by the National Geodetic Survey in December 1998..
 TU2358.The horizontal coordinates are valid at the epoch date displayed above.
 TU2358.The epoch date for horizontal control is a decimal equivalence
 TU2358.of Year/Month/Day.
 TU2358
 TU2358.The orthometric height was determined by vertical angle observations.
 TU2358
 TU2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2358
 TU2358.The geoid height was determined by GEOID03.
 TU2358
 TU2358;                    North         East     Units Scale Factor Converg.
 TU2358;SPC HI 1     -    41,006.333   507,291.202   MT  0.99996732   +0 01 22.1
 TU2358;UTM  05      - 2,125,160.090   244,425.284   MT  1.00040749   -0 47 59.8
 TU2358
 TU2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2358!SPC HI 1     -   0.99994894  x   0.99996732  =   0.99991626
 TU2358!UTM  05      -   0.99994894  x   1.00040749  =   1.00035641
 TU2358
 TU2358|---------------------------------------------------------------------|
 TU2358| PID    Reference Object                     Distance      Geod. Az  |
 TU2358|                                                           dddmmss.s |
 TU2358| CN6134 PUU ULAULA RP 2                      16.665 METERS 00431     |
 TU2358| CN6133 PUU ULAULA RP 1                      21.320 METERS 10211     |
 TU2358| TU2370 PAHALA KAU SUGAR CO STACK           APPROX. 4.8 KM 2611526.7 |
 TU2358|---------------------------------------------------------------------|
 TU2358
 TU2358                          SUPERSEDED SURVEY CONTROL
 TU2358
 TU2358  NAD 83(1986)-  19 12 13.60497(N)    155 25 50.43478(W) AD(       ) 1
 TU2358  OLD HI      -  19 12 24.45200(N)    155 26 00.45200(W) AD(       ) 1
 TU2358
 TU2358.Superseded values are not recommended for survey control.
 TU2358.NGS no longer adjusts projects to the OLD HI datum.
 TU2358.See file dsdata.txt to determine how the superseded data were derived.
 TU2358
 TU2358_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4442525160(NAD 83)
 TU2358
 TU2358  HISTORY     - Date     Condition        Report By
 TU2358  HISTORY     - 1914     MONUMENTED       HITS
 TU2358  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2358  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2358  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2358  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2358  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2358
 TU2358                          STATION DESCRIPTION
 TU2358
 TU2358'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1914 (ERH)
 TU2358'IN SOUTHERN HAWAII ON THE HIGHEST POINT OF A HILL OF SAME NAME
 TU2358'6-1/2 MILES NORTHEAST OF PUNALUU, AND 1-2/3 MILES IN FROM THE
 TU2358'SEA.  IT STANDS ISOLATED, IS RATHER SHARP, AND HAS A SLENDER
 TU2358'CONICAL CAIRN ON TOP.  ABOUT 1-1/3 MILES TO THE SOUTHWEST IS
 TU2358'ANOTHER HILL (PUU KOLEKOLE), ROUGH LAVA, BUT MUCH LOWER.  PUU
 TU2358'KOLEKOLE, PUU ULAULA AND STATION KAMEHAME ARE ON RANGE.  STATION
 TU2358'MARKED BY STANDARD BRONZE STATION MARK.
 TU2358
 TU2358                          STATION RECOVERY (1938)
 TU2358
 TU2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2358'LOCATION OF STATION--IN THE SOUTHERN PART OF HAWAII ABOUT 3
 TU2358'MILES EAST OF PAHALA AND 6-1/2 MILES NORTHEAST OF PUNALUU ON TOP
 TU2358'OF A PROMINENT REDDISH COLORED HILL.  THE ONLY OTHER PROMINENT
 TU2358'HILL LIES ABOUT 1-1/3 MILES SOUTHWEST OF THE STATION.
 TU2358'
 TU2358'OLD STATION MARK FOUND--U.S.C.G.S. BRONZE TABLET IN CONCRETE
 TU2358'COVERED BY A LARGE STONEPILE.
 TU2358'
 TU2358'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR CONCRETE
 TU2358'MONUMENT 7-1/2 FT. ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG
 TU2358'SET ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO
 TU2358'VIEW).  A METAL TARGET IS SET OVER THE 2-1/2 IN PIPE.
 TU2358
 TU2358                          STATION RECOVERY (1949)
 TU2358
 TU2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2358'THE MARKS OF THE ORIGINAL OLD STATION WERE NOT ACCESSIBLE.  IN
 TU2358'1938 THE TERRITORY SURVEY DEPARTMENT REPORTED RECOVERY OF THIS
 TU2358'STATION, ALSO IN 1938 THE ORIGINAL STATION WAS SET IN A 2-1/2 INCH
 TU2358'IRON PIPE WHICH PROJECTS ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR
 TU2358'SLAB OF CONCRETE.  THE TOP AND CENTER WAS USED AS THE STATION IN
 TU2358'THE 1949 SURVEY.  A NEW DESCRIPTION FOLLOWS--
 TU2358'
 TU2358'THE STATION IS LOCATED ON THE SUMMIT OF A LOW LAVA KNOLL, NAMED
 TU2358'PUU ULAULA, WHICH LIES ABOUT 6.5 MILES NORTHEAST OF PUNALUU,
 TU2358'ABOUT 3 MILES EAST OF PAHALA, ABOUT 1.7 MILES NORTHWEST OF THE
 TU2358'SEA AND ON THE WESTERN RIM OF A SMALL CRATER.  ANOTHER HILL OF
 TU2358'SIMILAR APPEARANCE LIES ABOUT 1.3 MILES SOUTHWEST OF THE STATION
 TU2358'HILL AND A HIGHER AND WOODED HILL LIES ABOUT 1 MILE NORTH.
 TU2358'
 TU2358'TO REACH FROM THE POST OFFICE AT NAALEHU.  GO EASTERLY, ON
 TU2358'THE ROAD WHICH LEADS TOWARD HILO FOR 3.5 MILES.  PASS BY THE SUGAR
 TU2358'MILL IN THE VILLAGE OF HONUAPO AND CONTINUE NORTHEAST, TOWARD HILO,
 TU2358'FOR 11.2 MILES.  TURN RIGHT, PASS THROUGH A BOARD GATE, AND GO
 TU2358'SOUTHEASTERLY, ACROSS COUNTRY, FOR 0.2 MILE.  PASS TO THE LEFT
 TU2358'HAND SIDE OF A CIRCULAR WATER TROUGH AND FOLLOW AN OLD ROAD
 TU2358'MARKED WITH CAIRNS FOR ABOUT 2.9 MILES TO THE FOOT OF THE HILL
 TU2358'AND THE END OF TRUCK TRAVEL.  THIS IS ABOUT A 200 FOOT PACK.
 TU2358'
 TU2358'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2358'PROJECTS ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF
 TU2358'CONCRETE WHICH IS ABOUT 6 FEET ON EACH SIDE AND IS ABOUT 4 INCHES
 TU2358'ABOVE THE SURROUNDING ROCK.
 TU2358'
 TU2358'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED FOR THIS STATION.
 TU2358
 TU2358                          STATION RECOVERY (1967)
 TU2358
 TU2358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2358'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION
 TU2358'FOLLOWS--
 TU2358'
 TU2358'STATION IS LOCATED IN THE SOUTHERN PART OF THE ISLAND, ABOUT
 TU2358'3 MILES EAST OF PAHALA, 1-1/2 MILES NORTHWEST OF THE COASTLINE,
 TU2358'AND AT ABOUT 997 FEET ELEVATION, ON THE WEST RIM OF A PROMINENT,
 TU2358'RED CRATER THAT LIES ABOUT 1-1/3 MILES NORTHEAST FROM A SIMILAR,
 TU2358'BUT LOWER, HILL.
 TU2358'
 TU2358'TO REACH STATION FROM THE POST OFFICE IN PAHALA, GO SOUTHEAST ON
 TU2358'PIKAKE ST. FOR 0.2 MILE.  TURN LEFT AND GO 0.25 MILE ON MAILE
 TU2358'ST.  TURN RIGHT AND GO SOUTHEAST 0.3 MILE TO JUNCTION WITH STATE
 TU2358'HIGHWAY 11.  TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 11 FOR
 TU2358'1.3 MILES TO DIRT RIGHT FORK, 50 YARDS BEYOND HIGHWAY MILEPOST
 TU2358'51.  TAKE RIGHT FORK AND GO 0.05 MILE TO LOCKED GATE IN FENCE
 TU2358'CORNER.  PASS THROUGH GATE, TURN RIGHT, AND GO 0.25 MILE TO
 TU2358'BOARD GATE IN FENCE CORNER, JUST PAST A LARGE, CIRCULAR, WATER
 TU2358'TROUGH.  PASS THROUGH GATE, BEAR LEFT, CROSS WASH, AND
 TU2358'FOLLOW DIM TRACK ROAD SOUTHEAST FOR 0.4 MILE TO EDGE OF
 TU2358'ROUGH LAVA AREA AND END OF TRUCK TRAVEL.  WALK SOUTHEAST ON DIRECT
 TU2358'LINE FOR ABOUT 1-3/4 MILES TO STATION.  NOTE--KEY FOR LOCKED GATE
 TU2358'WAS OBTAINED AT THE HAWAIIAN RANCH CO. OFFICE IN NAALEHU.
 TU2358'
 TU2358'STATION MARK IS A STANDARD DISK, UNSTAMPED, 4 INCHES DOWN INSIDE
 TU2358'THE 3-1/2-INCH HOLE IN THE CENTER OF A TRIANGULAR, CONCRETE
 TU2358'PLATFORM ABOUT 7 FEET ON EACH SIDE AND FLUSH WITH ROCKS OF
 TU2358'HILLTOP.  THE WORDS PUULA HTS ARE INSCRIBED IN THE CONCRETE OF
 TU2358'THE PLATFORM.  A 2-1/2-INCH IRON PIPE 2 FEET HIGH IS CENTERED
 TU2358'VERTICALLY OVER THE MARK, SUPPORTED BY 3 IRON LEGS EMBEDDED IN
 TU2358'THE PLATFORM, AND HOLDS A REMOVEABLE, RED AND WHITE METAL
 TU2358'TARGET.
 TU2358'
 TU2358'NOTE--ON RETURN TRIP FROM STATION THE OLD JEEP ROUTE ACROSS
 TU2358'LAVA BEDS, MARKED WITH SMALL CAIRNS, WAS FOLLOWED, HOWEVER IT
 TU2358'WAS LOST UPON REACHING THE DENSE BRUSH-LAND ON NORTHWEST SIDE OF
 TU2358'LAVA BEDS, AND IT IS BELIEVED THAT EXTENSIVE CLEARING WOULD BE
 TU2358'REQUIRED IN ORDER TO DRIVE TO STATION.  A 4-WHEEL-DRIVE VEHICLE
 TU2358'WOULD BE REQUIRED.
 TU2358
 TU2358                          STATION RECOVERY (1977)
 TU2358
 TU2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2358'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND REFERENCE MARKS
 TU2358'1 AND 2 WERE SET AT THIS TIME.  DUE TO CHANGES, A NEW DESCRIPTION
 TU2358'FOLLOWS.
 TU2358'
 TU2358'THE STATION IS LOCATED IN THE SOUTHERN PART OF THE ISLAND, ABOUT 3
 TU2358'MILES EAST OF PAHALA, 1-1/2 MILES NORTHWEST OF THE COASTLINE, ON
 TU2358'THE WEST RIM OF A PROMINENT RED CRATER AND IS ON PROPERTY OF THE
 TU2358'IASCO INTERNATIONAL AIR SERVICE COMPANY, MR. CHARLES SMITH, VICE
 TU2358'PRESIDENT, 1580 KAMOLE STREET, HONOLULU.
 TU2358'
 TU2358'TO REACH THE STATION FROM THE POST OFFICE IN PAHALA, GO NORTH ON
 TU2358'PIKAKE STREET FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 TU2358'EAST ON KAMANI STREET FOR 0.4 MILE TO THE JUNCTION WITH STATE
 TU2358'HIGHWAY 11.  TURN LEFT AND GO NORTHEAST ON HIGHWAY 11 FOR 1.6
 TU2358'MILES TO KAALAALA BRIDGE.  CONTINUE NORTH FOR 0.05 MILE TO A
 TU2358'TRACK ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON THE TRACK ROAD
 TU2358'THROUGH A MACADAMIA NUT TREE ORCHARD FOR 0.25 MILE TO A GATE.
 TU2358'CONTINUE EASTERLY, CROSSING A SMALL WASHED OUT CREEK FOR 2
 TU2358'MILES ON DIM TRACK ROAD ACROSS LAVA FLOW TO WHERE THE TRACK
 TU2358'ROAD BEARS LEFT.  BEAR RIGHT AND GO SOUTHERLY ACROSS
 TU2358'LAVA FLOW FOR 0.5 MILE TO A POINT ABOUT 200 YARDS WEST OF THE
 TU2358'STATION AND END OF TRUCK TRAVEL.  FROM HERE PACK EAST UPHILL
 TU2358'TO THE STATION.
 TU2358'
 TU2358'THE STATION MARK IS A C AND GS DISK, UNSTAMPED, 4 INCHES DOWN
 TU2358'INSIDE THE 3-1/2 INCH HOLE IN THE CENTER OF A TRIANGULAR SHAPED
 TU2358'CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE AND FLUSH WITH THE
 TU2358'ROCKS OF THE HILLSIDE.  THE WORDS, PUULA HTS, ARE INSCRIBED IN
 TU2358'THE CONCRETE PLATFORM.  A 2-1/2 INCH IRON PIPE 2 FEET HIGH IS
 TU2358'CENTERED VETICALLY OVER THE MARK, SUPPORTED BY 3 IRON LEGS
 TU2358'EMBEDDED IN THE PLATFORM AND HOLDS A REMOVEABLE RED AND WHITE
 TU2358'METAL TARGET.
 TU2358'
 TU2358'REFERENCE MARK 1 IS A 3/4 INCH IRON REBAR, 18 INCHES LONG WITH A
 TU2358'PUNCH HOLE IN THE CENTER, DRIVEN IN THE CINDER ROCK, WITH A SMALL
 TU2358'MASS OF CONCRETE AROUND IT AND PROJECTING ABOUT 2 INCHES ABOVE
 TU2358'THE SURFACE OF THE CINDER CONE.  IT IS ON THE SOUTH RIM OF THE
 TU2358'CRATER AND ABOUT 11 FEET BELOW THE STATION MARK.
 TU2358'
 TU2358'REFERENCE MARK 1 IS A 3/4 INCH IRON REBAR, 18 INCHES LONG WITH A
 TU2358'PUNCH HOLE IN THE CENTER, DRIVEN IN THE CINDER ROCK, WITH A
 TU2358'SMALL MASS OF CONCRETE AROUND IT AND PROJECTING ABOUT 2 INCHES
 TU2358'ABOVE THE SURFACE OF THE CINDER CONE.  IT IS ON THE WEST RIM OF
 TU2358'THE CRATER AND ABOUT 10 FEET LOWER THAN THE STATION MARK.
 TU2358'
 TU2358'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2358'
 TU2358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2358'3 MILES EAST OF PAHALA.
 TU2358
 TU2358                          STATION RECOVERY (1978)
 TU2358
 TU2358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2358'THE STATION AND THE REFERENCE POINTS (IRON PINS SET IN CEMENT)
 TU2358'WERE RECOVERED.
 TU2358'
 TU2358'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2358'3 MILES EAST OF PAHALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2606 ***********************************************************************
 TU2606  DESIGNATION -  PUU WAAWAA WEST
 TU2606  PID         -  TU2606
 TU2606  STATE/COUNTY-  HI/HAWAII
 TU2606  USGS QUAD   -  PUU ANAHULU (1996)
 TU2606
 TU2606                         *CURRENT SURVEY CONTROL
 TU2606  ___________________________________________________________________
 TU2606* NAD 83(1993)-  19 46 09.97828(N)    155 50 04.90894(W)     ADJUSTED  
 TU2606* LOCAL TIDAL -      1209.0    (meters)    3967.     (feet)  VERT ANG  
 TU2606  ___________________________________________________________________
 TU2606  EPOCH DATE  -        1993.62
 TU2606  LAPLACE CORR-          13.25  (seconds)                    DEFLEC99
 TU2606  GEOID HEIGHT-          22.83  (meters)                     GEOID03
 TU2606
 TU2606  HORZ ORDER  -  SECOND
 TU2606
 TU2606.The horizontal coordinates were established by classical geodetic methods
 TU2606.and adjusted by the National Geodetic Survey in December 1998..
 TU2606.The horizontal coordinates are valid at the epoch date displayed above.
 TU2606.The epoch date for horizontal control is a decimal equivalence
 TU2606.of Year/Month/Day.
 TU2606
 TU2606.The orthometric height was determined by vertical angle observations.
 TU2606
 TU2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2606
 TU2606.The geoid height was determined by GEOID03.
 TU2606
 TU2606;                    North         East     Units Scale Factor Converg.
 TU2606;SPC HI 1     -   103,654.019   464,925.243   MT  0.99998187   -0 06 47.5
 TU2606;UTM  05      - 2,188,454.536   202,952.447   MT  1.00069078   -0 57 34.2
 TU2606
 TU2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2606!SPC HI 1     -   0.99980640  x   0.99998187  =   0.99978828
 TU2606!UTM  05      -   0.99980640  x   1.00069078  =   1.00049705
 TU2606
 TU2606|---------------------------------------------------------------------|
 TU2606| PID    Reference Object                     Distance      Geod. Az  |
 TU2606|                                                           dddmmss.s |
 TU2606| CN6135 PUU WAAWAA WEST RM 1                  5.266 METERS 00607     |
 TU2606| CN6136 PUU WAAWAA WEST RM 2                  5.423 METERS 06014     |
 TU2606| TU2608 ANAHULU RESET                       APPROX. 9.4 KM 3462529.5 |
 TU2606|---------------------------------------------------------------------|
 TU2606
 TU2606                          SUPERSEDED SURVEY CONTROL
 TU2606
 TU2606  NAD 83(1986)-  19 46 09.96884(N)    155 50 04.92499(W) AD(       ) 2
 TU2606  OLD HI      -  19 46 20.91500(N)    155 50 14.93300(W) AD(       ) 2
 TU2606
 TU2606.Superseded values are not recommended for survey control.
 TU2606.NGS no longer adjusts projects to the OLD HI datum.
 TU2606.See file dsdata.txt to determine how the superseded data were derived.
 TU2606
 TU2606_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0295288455(NAD 83)
 TU2606_MARKER: Z = SEE DESCRIPTION
 TU2606_SETTING: 0 = UNSPECIFIED SETTING
 TU2606
 TU2606  HISTORY     - Date     Condition        Report By
 TU2606  HISTORY     - 1948     MONUMENTED       CGS
 TU2606  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2606
 TU2606                          STATION DESCRIPTION
 TU2606
 TU2606'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2606'A NEW STATION ESTABLISHED BY THE U.S.C. AND G.S. IN 1948.  IT IS
 TU2606'LOCATED ON THE WESTERN SIDE OF THE ISLAND OF HAWAII IN PUU WAAWAA
 TU2606'AND ABOUT TEN MILES INLAND FROM THE SEA.  THE STATION IS
 TU2606'SITUATED ON THE HIGHEST PART OF THE FAIRLY FLAT WESTERN RIM OF
 TU2606'PUU WAAWAA, AN OLD EXTINCT CRECENT SHAPED CRATER.  THE HILL IS
 TU2606'VERY PROMINENT AND IS ABOUT A MILE IN DIAMETER AT ITS BASE.  THE
 TU2606'WEST SLOPE OF THE HILL IS QUITE HEAVILY WOODED AND THE MANY
 TU2606'GULLIES GIVE THE HILL A CORRIGATED APPEARANCE.
 TU2606'
 TU2606'THE STATION MARK IS A STANDARD DISK SET ON THE TOP OF A 2-1/2
 TU2606'INCH PIPE THREE FEET LONG FILLED WITH CEMENT AND DRIVEN FIRMLY
 TU2606'IN THE GROUND.  THE DISK IS FLUSH WITH THE SURFACE OF THE GROUND.
 TU2606'
 TU2606'THE TWO REFERENCE MARKS ARE SIMILARLY SET AS THE STATION MARK
 TU2606'AND ARE AT ABOUT THE SAME ELEVATION.
 TU2606'
 TU2606'TO REACH THE STATION FROM KAMUELA PROCEED ALONG THE ROAD TO
 TU2606'KONA A DISTANCE OF ABOUT 22 MILES TO THE SIDE ROAD LEADING UP TO
 TU2606'PUU WAAWAA RANCH HOUSE WHICH IS LOCATED ABOUT TWO MILES ABOVE
 TU2606'THE MAIN GOVERNMENT ROAD.  THE RANCH HOUSE IS SITUATED AT THE
 TU2606'WESTERLY FOOT OF PUU WAAWAA HILL.  FROM THE RANCH HOUSE THE
 TU2606'STATION IS BEST REACHED BY FOLLOWING A TRACK ROAD NEAR THE
 TU2606'FOOT OF THE NORTHERLY SLOPES OF THE HILL TO THE FOOT OF THE
 TU2606'EASTERLY RIM OF THE CRATER.  FOLLOW UP THE EAST RIM TO THE
 TU2606'STATION.  A JEEP OR HIGH POWERED TRUCK CAN MAKE THE ASCENT
 TU2606'ALONG THE CRATER RIM.
 TU2606
 TU2606                          STATION RECOVERY (1967)
 TU2606
 TU2606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2606'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2606'COMPLETE DESCRIPTION FOLLOWS--
 TU2606'
 TU2606'STATION IS LOCATED ABOUT 21 MILES SOUTHWEST OF KAMUELA,
 TU2606'11 MILES NORTHEAST OF HONOKAHAU, AND 2-1/2 MILES SOUTH-SOUTHEAST
 TU2606'OF STATE HIGHWAY 19, AT ABOUT 3967 FEET ELEVATION,
 TU2606'ON THE SOUTHWEST SIDE, AND HIGHEST POINT, OF PUU WAAWAA,
 TU2606'A PROMINENT, TIMBERED, EXTINCT CRATER.  STATION WAAWAA (HGS) 1882
 TU2606'IS ON THE NORTHEAST POINT OF THE RIM AND HAS A RED AND WHITE
 TU2606'METAL TARGET ON IT.
 TU2606'
 TU2606'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTHERLY
 TU2606'ON STATE HIGHWAY 19 FOR 21.5 MILES TO THE PUU WAAWAA RANCH GATE
 TU2606'ON LEFT.  GO LEFT FOR 2.0 MILES TO RANCH HEADQUARTERS BUILDINGS
 TU2606'ON RIGHT.  (PERMISSION TO BE ON THE RANCH PROPERTY WAS OBTAINED
 TU2606'HERE).  PASS THROUGH BOARD GATE WITH SIGN SMALL PALOA AND FOLLOW
 TU2606'TRACK ROAD 0.15 MILE.  PASS THROUGH GATE AND GO UPGRADE 0.15
 TU2606'MILE.  TAKE LEFT FORK, GO 30 YARDS, THEN TAKE RIGHT FORK,
 TU2606'AND GO 0.25 MILE.  PASS THROUGH GATE AND CONTINUE FOR 0.25
 TU2606'MILE.  TAKE RIGHT FORK AND GO 0.2 MILE.  PASS THROUGH GATE
 TU2606'AND GO 0.4 MILE TO GATE ON LEFT.  PASS THROUGH GATE AND GO ALONG
 TU2606'FENCE FOR 0.1 MILE.  PASS THROUGH BOARD GATE AT ORCHARD CORNER AND
 TU2606'GO RIGHT, ALONG BASE OF HILL, FOR 0.8 MILE TO GATE ON LEFT IN
 TU2606'LANE, AT EAST SIDE OF HILL.  GO LEFT, THROUGH GATE AND UP LANE
 TU2606'FOR 0.45 MILE TO TOP OF GRADE.  GO LEFT FOR 60 YARDS.  PASS
 TU2606'THROUGH GATE AND GO UPHILL THROUGH TREES FOR 0.2 MILE TO TOP
 TU2606'AND STATION.
 TU2606'
 TU2606'STATION MARK IS A STANDARD DISK STAMPED PUU WAAWAA WEST 1948, SET
 TU2606'IN THE TOP OF AN IRON PIPE FLUSH WITH GROUND.  IT IS AT WEST END
 TU2606'OF HILLTOP, IN THE MIDDLE OF A 12-FOOT-SQUARE, BOARD FENCE AND
 TU2606'2.6 FEET NORTHWEST OF A WHITE WITNESS POST.
 TU2606'
 TU2606'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUU WAAWAA
 TU2606'WEST 1 1948, SET IN THE TOP OF AN IRON PIPE FLUSH WITH GROUND,
 TU2606'AT ABOUT SAME ELEVATION AS STATION.
 TU2606'
 TU2606'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU WAAWAA
 TU2606'WEST 2 1948, SET IN THE TOP OF AN IRON PIPE FLUSH WITH GROUND AND
 TU2606'AT ABOUT SAME ELEVATION AS STATION MARK.
 TU2606'
 TU2606'DISTANCE BETWEEN REFERENCE MARKS IS 15.85 FEET.
 TU2606'
 TU2606'NOTE--ALL MARKS BECOME HIDDEN BY THE TALL, HEAVY GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2805 ***********************************************************************
 TU2805  DESIGNATION -  PUUIKI CATHOLIC CHURCH SPIRE
 TU2805  PID         -  TU2805
 TU2805  STATE/COUNTY-  HI/MAUI
 TU2805  USGS QUAD   -  KIPAHULU (1983)
 TU2805
 TU2805                         *CURRENT SURVEY CONTROL
 TU2805  ___________________________________________________________________
 TU2805* NAD 83(1993)-  20 42 07.63553(N)    155 59 55.15714(W)     ADJUSTED  
 TU2805* LOCAL TIDAL -                                                        
 TU2805  ___________________________________________________________________
 TU2805  EPOCH DATE  -        1993.62
 TU2805  LAPLACE CORR-         -14.08  (seconds)                    DEFLEC99
 TU2805  GEOID HEIGHT-          14.83  (meters)                     GEOID03
 TU2805
 TU2805  HORZ ORDER  -  THIRD
 TU2805
 TU2805.The horizontal coordinates were established by classical geodetic methods
 TU2805.and adjusted by the National Geodetic Survey in December 1998..
 TU2805.The horizontal coordinates are valid at the epoch date displayed above.
 TU2805.The epoch date for horizontal control is a decimal equivalence
 TU2805.of Year/Month/Day.
 TU2805
 TU2805
 TU2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2805
 TU2805.The geoid height was determined by GEOID03.
 TU2805
 TU2805;                    North         East     Units Scale Factor Converg.
 TU2805;SPC HI 2     -    40,970.836   569,589.199   MT  1.00002649   +0 14 10.2
 TU2805;UTM  05      - 2,292,072.593   187,631.554   MT  1.00080606   -1 03 39.3
 TU2805;UTM  04      - 2,292,077.789   812,648.905   MT  1.00080822   +1 03 42.7
 TU2805
 TU2805                          SUPERSEDED SURVEY CONTROL
 TU2805
 TU2805  NAD 83(1986)-  20 42 07.60349(N)    155 59 55.17627(W) AD(       ) 4
 TU2805  OLD HI      -  20 42 19.10000(N)    156 00 05.23900(W) AD(       ) 3
 TU2805
 TU2805.Superseded values are not recommended for survey control.
 TU2805.NGS no longer adjusts projects to the OLD HI datum.
 TU2805.See file dsdata.txt to determine how the superseded data were derived.
 TU2805
 TU2805_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8763292073(NAD 83)
 TU2805
 TU2805  HISTORY     - Date     Condition        Report By
 TU2805  HISTORY     - 1950     MONUMENTED       CGS
 TU2805  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2805  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2805
 TU2805                          STATION DESCRIPTION
 TU2805
 TU2805'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2805'THE STATION IS THE TOP AND CENTER OF THE LOW SPIRE ON THE ROOF OF
 TU2805'THE PUNIKI CATHOLIC CHURCH.  IT IS LOCATED IN THE VILLAGE OF
 TU2805'PUUIKI, ABOUT 4 MILES SOUTH SOUTHWEST OF HANA, ABOUT 200 YARDS
 TU2805'WEST OF THE ROAD WHICH LEADS BETWEEN HANA AND KIPAHULU AND ON
 TU2805'THE SUMMIT OF A LOW KNOLL.
 TU2805'
 TU2805'THE CHURCH IS CONSTRUCTED OF STONE AND CEMENT, HAS A TIN ROOF
 TU2805'AND FACES TO THE SOUTH.  THE STEEPLE IS ON THE SOUTH END OF THE
 TU2805'ROOF AND IS 48 FEET IN HEIGHT.
 TU2805
 TU2805                          STATION RECOVERY (1961)
 TU2805
 TU2805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2805'THE STATION WAS RECOVERED.  IT IS THE WOODEN STEEPLE ON THE
 TU2805'NORTHWEST END OF THE MASONRY CHURCH.  LOCAL INFORMATION INDICATES
 TU2805'THAT THE STEEPLE HAS ALWAYS BEEN ON THE NORTHWEST END OF ST. PETERS
 TU2805'CHURCH INSTEAD OF ON THE SOUTH END AS DESCRIBED IN 1950.
 TU2805
 TU2805                          STATION RECOVERY (1968)
 TU2805
 TU2805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2805'THE STATION HAS BEEN REMOVED, HOWEVER THE OLD CHURCH STILL
 TU2805'STANDS.  THE ROOF HAS NOT BEEN REPAIRED AND THE LOCATION OF
 TU2805'THE SPIRE AT THE NORTHERLY END OF THE CHURCH CAN EASILY BE SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2804 ***********************************************************************
 TU2804  DESIGNATION -  PUUIKI RESET
 TU2804  PID         -  TU2804
 TU2804  STATE/COUNTY-  HI/MAUI
 TU2804  USGS QUAD   -  KIPAHULU (1983)
 TU2804
 TU2804                         *CURRENT SURVEY CONTROL
 TU2804  ___________________________________________________________________
 TU2804* NAD 83(1993)-  20 42 06.58653(N)    155 59 52.74688(W)     ADJUSTED  
 TU2804* LOCAL TIDAL -        46.3    (meters)     152.     (feet)  VERT ANG  
 TU2804  ___________________________________________________________________
 TU2804  EPOCH DATE  -        1993.62
 TU2804  LAPLACE CORR-         -14.04  (seconds)                    DEFLEC99
 TU2804  GEOID HEIGHT-          14.82  (meters)                     GEOID03
 TU2804
 TU2804  HORZ ORDER  -  FIRST
 TU2804
 TU2804.The horizontal coordinates were established by classical geodetic methods
 TU2804.and adjusted by the National Geodetic Survey in December 1998..
 TU2804.The horizontal coordinates are valid at the epoch date displayed above.
 TU2804.The epoch date for horizontal control is a decimal equivalence
 TU2804.of Year/Month/Day.
 TU2804
 TU2804.The orthometric height was determined by vertical angle observations.
 TU2804
 TU2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2804
 TU2804.The geoid height was determined by GEOID03.
 TU2804
 TU2804;                    North         East     Units Scale Factor Converg.
 TU2804;SPC HI 2     -    40,938.862   569,659.081   MT  1.00002661   +0 14 11.0
 TU2804;UTM  05      - 2,292,039.020   187,700.748   MT  1.00080552   -1 03 38.4
 TU2804;UTM  04      - 2,292,046.802   812,719.295   MT  1.00080877   +1 03 43.5
 TU2804
 TU2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2804!SPC HI 2     -   0.99999039  x   1.00002661  =   1.00001700
 TU2804!UTM  05      -   0.99999039  x   1.00080552  =   1.00079591
 TU2804!UTM  04      -   0.99999039  x   1.00080877  =   1.00079916
 TU2804
 TU2804:                Primary Azimuth Mark                     Grid Az
 TU2804:SPC HI 2     -  MAKAALAE STONE PIER                      048 58 48.8
 TU2804:UTM  05      -  MAKAALAE STONE PIER                      050 16 38.2
 TU2804:UTM  04      -  MAKAALAE STONE PIER                      048 09 16.3
 TU2804
 TU2804|---------------------------------------------------------------------|
 TU2804| PID    Reference Object                     Distance      Geod. Az  |
 TU2804|                                                           dddmmss.s |
 TU2804| TU2769 MAKAALAE STONE PIER                 APPROX. 1.2 KM 0491259.8 |
 TU2804| CN6138 PUUIKI RM 2                          16.114 METERS 27406     |
 TU2804| CN6137 PUUIKI RM 1                           2.676 METERS 33619     |
 TU2804|---------------------------------------------------------------------|
 TU2804
 TU2804                          SUPERSEDED SURVEY CONTROL
 TU2804
 TU2804  NAD 83(1986)-  20 42 06.55460(N)    155 59 52.76642(W) AD(       ) 1
 TU2804  OLD HI      -  20 42 18.05100(N)    156 00 02.83000(W) AD(       ) 1
 TU2804
 TU2804.Superseded values are not recommended for survey control.
 TU2804.NGS no longer adjusts projects to the OLD HI datum.
 TU2804.See file dsdata.txt to determine how the superseded data were derived.
 TU2804
 TU2804_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC8770192039(NAD 83)
 TU2804
 TU2804  HISTORY     - Date     Condition        Report By
 TU2804  HISTORY     - 1950     MONUMENTED       HIGS
 TU2804  HISTORY     - 1912     SEE DESCRIPTION  CGS
 TU2804  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2804  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2804  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2804
 TU2804                          STATION DESCRIPTION
 TU2804
 TU2804'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU2804'ON EASTERN COAST OF MAUI, IN LAND OF HANA, ON THE RISING
 TU2804'GROUND ABOUT 70 METERS SOUTHEAST FROM PUUIKI CATHOLIC CHURCH.  IT
 TU2804'IS BELOW THE OLD AND ABOVE THE NEW GOVERNMENT ROADS.  MARKED
 TU2804'(IN 1912) BY A 2-INCH GALVANIZED IRON PIPE SET IN BLOCK OF
 TU2804'CONCRETE.
 TU2804
 TU2804                          STATION RECOVERY (1950)
 TU2804
 TU2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2804'THIS STATION WAS ESTABLISHED IN 1878 BY THE HAWAIIAN
 TU2804'GOVERNMENT SURVEY AND WAS MARKED BY A CONCRETE POST SUNK IN
 TU2804'THE GROUND.  THE STATION WAS RECOVERED BY THE TERRITORY
 TU2804'SURVEY DEPARTMENT AND THE MARK WAS REPORTED TO BE A 2 INCH
 TU2804'IRON PIPE SET IN A CORE OF CONCRETE.  THE 2 INCH IRON PIPE WAS
 TU2804'RECOVERED IN 1950 AND A STANDARD DISK WAS SET IN THE TOP.  A
 TU2804'NEW DESCRIPTION FOLLOWS.
 TU2804'
 TU2804'THE STATION IS LOCATED ABOUT 4 MILES SOUTH SOUTHWEST OF
 TU2804'HANA, ABOUT 100 YARDS WEST OF THE SEA, ABOUT 200 FEET NORTHEAST
 TU2804'OF THE PUUIKI CATHOLIC CHURCH AND BETWEEN THE OLD AND THE NEW
 TU2804'GOVERNMENT ROADS.
 TU2804'
 TU2804'TO REACH FROM THE POST OFFICE AT HANA.  GO SOUTHERLY, ON
 TU2804'THE ROAD WHICH LEADS TOWARD KIPAHULU, FOR 4.6 MILES TO THE
 TU2804'PUUIKI CHURCH AND THE STATION.
 TU2804'
 TU2804'THE STATION IS A STANDARD DISK, STAMPED PUUIKI 1950, SET IN
 TU2804'THE TOP OF A 2 INCH IRON PIPE WHICH PROJECTS ABOUT 4 INCHES.
 TU2804'
 TU2804'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED PUUIKI
 TU2804'NO 1 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2804'ABOUT 2 FEET.  IT IS LOCATED AT THE NORTHERLY END OF A ROCK
 TU2804'WALL, 3 FEET EAST OF A CONCRETE GATE POST AND ABOUT 3 FEET
 TU2804'HIGHER THAN THE STATION.
 TU2804'
 TU2804'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED PUUIKI
 TU2804'NO 2 1950, SET INTO A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 TU2804'4 FEET IN DIAMETER AND 4 FEET HIGH.  IT IS LOCATED ABOUT 4
 TU2804'FEET HIGHER THAN THE STATION.
 TU2804
 TU2804                          STATION RECOVERY (1961)
 TU2804
 TU2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2804'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED.  A NEW
 TU2804'DESCRIPTION FOLLOWS--
 TU2804'
 TU2804'THE STATION IS ABOUT 4 MILES SOUTH SOUTHWEST OF HANA, ON THE
 TU2804'EAST SIDE OF THE OLD GOVERNMENT ROAD, ON THE WEST SIDE OF THE
 TU2804'PRESENT STATE HIGHWAY 31, ABOUT 100 YARDS WEST OF THE SEA AND
 TU2804'ABOUT 200 FEET NORTHEAST OF ST. PETERS CATHOLIC CHURCH AT PUUIKI.
 TU2804'
 TU2804'TO REACH THE STATION FROM THE HANA RANCH OFFICES AT HANA, GO
 TU2804'SOUTH ALONG STATE HIGHWAY 31 FOR 4.6 MILES TO THE JUNCTION OF
 TU2804'THE OLD GOVERNMENT ROAD AND THE PRESENT STATE HIGHWAY 31 AND
 TU2804'THE ENTRANCE TO THE ST. PETERS CHURCH GROUNDS.
 TU2804'
 TU2804'THE STATION IS A STANDARD STATION MARK DISK STAMPED PUUIKI 1950
 TU2804'SET IN TOP OF A 6 INCH CONCRETE MONUMENT WHICH PROJECTS 4
 TU2804'INCHES.  IT IS 25.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 TU2804'HOUSE, 7.4 FEET EAST OF A TELEPHONE POLE AND 3 FEET NORTHWEST OF
 TU2804'A GUY WIRE ANCHOR IN HEAVY GRASS.
 TU2804'
 TU2804'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED PUUIKI NO 1
 TU2804'1950 SET IN A DRILL HOLE IN A BOULDER ABOUT 4 FT. IN DIAMETER AND
 TU2804'ABOUT 4 FT. HIGH AND ON THE EDGE OF THE BANK AT THE SOUTH SIDE
 TU2804'OF THE HOUSE MENTIONED.
 TU2804'
 TU2804'REFERENCE MARK 2 IS A STANDARD REFERENCE DISK STAMPED PUUIKO
 TU2804'NO 2 1950 SET IN A DRILL HOLE IN A ROCK WHICH IS PART OF THE WALL
 TU2804'BETWEEN THE CHURCH YARD AND THE OLD GOVERNMENT ROAD.  IT IS AT
 TU2804'THE NORTH END OF THE WALL AND IS 3 FEET EAST OF THE EAST
 TU2804'CONCRETE GATEPOST.
 TU2804'
 TU2804'DESCRIPTIONS OF THE REFERENCE MARKS WERE REVERSED IN THE 1950
 TU2804'RECOVERY NOTE BUT THE DIRECTIONS AND DISTANCES WERE CORRECT.
 TU2804
 TU2804                          STATION RECOVERY (1968)
 TU2804
 TU2804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2804'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2804'CONDITION.  THE DESCRIPTIONS OF THE RMS ARE REVERSED, BUT THE
 TU2804'DISTANCE AND DIRECTIONS ARE LISTED CORRECTLY.  SLIGHT
 TU2804'DISCREPANCIES WERE NOTED IN DISTANCES TO THE RMS, THEY WERE
 TU2804'DOUBLE-CHECKED AND THE 1968 DISTANCES ARE CORRECT.
 TU2804'
 TU2804'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF
 TU2804'HANA, AND ABOUT 200 FEET EAST OF THE PUUIKI CATHOLIC CHURCH, AT
 TU2804'EAST SIDE OF THE JUNCTION OF THE HIGHWAY AND THE CHURCH
 TU2804'DRIVEWAY, BEHIND A HIGH, BOARD FENCE, IN THE YARD OF A HOME.
 TU2804'
 TU2804'TO REACH STATION FROM THE POST OFFICE IN HANA, GO SOUTH ON
 TU2804'STATE HIGHWAY 31 FOR 3.65 MILES TO FORK.  TAKE RIGHT
 TU2804'FORK, UPGRADE, FOR 0.1 MILE TO TOP OF RISE AND STATION ON LEFT.
 TU2804'
 TU2804'STATION MARK IS A STANDARD DISK STAMPED PUUIKI 1950, SET IN
 TU2804'THE TOP OF A 6-INCH-DIAMETER, CONCRETE MONUMENT PROJECTING 5
 TU2804'INCHES FROM THE CENTER OF A 16-INCH-SQUARE, STONE AND CONCRETE
 TU2804'BASE WHICH PROJECTS 3 INCHES FROM GROUND.  IT IS 40 FEET EAST
 TU2804'OF CENTER LINE OF MACADAM ROAD, 20.6 FEET EAST OF BOARD
 TU2804'FENCE, 25.2 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE, 8.0 FEET
 TU2804'EAST OF TELEPHONE-POWER POLE NO. 95, 3.4 FEET NORTHWEST OF
 TU2804'THE BASE OF A GUY-CABLE, AND 3 FEET WEST OF A LINE EXTENDED
 TU2804'FROM WEST SIDE OF HOUSE.
 TU2804'
 TU2804'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED PUUIKI
 TU2804'NO 1 1950, CEMENTED IN A DRILL HOLE IN THE POINTED TOP OF A
 TU2804'LARGE, SHARP BOULDER THAT SETS IN A SHRUBBERY PATCH IN THE YARD,
 TU2804'AND PROJECTS 3-1/2 FEET FROM GROUND.  THE MARK IS 7.5 FEET
 TU2804'NORTHEAST OF POLE NO. 95 AND ABOUT 3-1/2 FEET HIGHER THAN
 TU2804'STATION MARK.
 TU2804'
 TU2804'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUUIKI
 TU2804'NO 2 1950, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING
 TU2804'2 FEET ABOVE GROUND.  IT IS IN THE FORK OF ROAD AND CHURCH
 TU2804'DRIVEWAY 4.5 FEET EAST OF CONCRETE GATEPOST, 12.5 FEET EAST
 TU2804'OF CENTER LINE OF CHURCH DRIVEWAY, AT THE NORTH END OF A
 TU2804'STONE WALL, AND 6.6 FEET HIGHER THAN STATION MARK.
 TU2804'
 TU2804'STONE PIER WILL SERVE AS AN AZIMUTH MARK.  IT IS A
 TU2804'6-FOOT-DIAMETER, STONE AND MORTAR, MAST FOUNDATION, WITH A
 TU2804'CONICAL TOP WHICH HAS A 3-INCH DIAMETER IRON BOLT AT THE
 TU2804'TOP, WHICH IS 6 FEET ABOVE GROUND.  PIER IS LOCATED 115.5 FEET
 TU2804'NORTHWEST OF STATION MAKAALAE 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3426 ***********************************************************************
 TU3426  DESIGNATION -  PUUKAUAHI 1925
 TU3426  PID         -  TU3426
 TU3426  STATE/COUNTY-  HI/MAUI
 TU3426  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3426
 TU3426                         *CURRENT SURVEY CONTROL
 TU3426  ___________________________________________________________________
 TU3426* NAD 83(1993)-  21 06 34.24008(N)    157 10 21.41971(W)     ADJUSTED  
 TU3426* LOCAL TIDAL -       250.     (meters)     820.     (feet)  SCALED    
 TU3426  ___________________________________________________________________
 TU3426  EPOCH DATE  -        1993.62
 TU3426  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 TU3426  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU3426
 TU3426  HORZ ORDER  -  THIRD
 TU3426
 TU3426.The horizontal coordinates were established by classical geodetic methods
 TU3426.and adjusted by the National Geodetic Survey in December 1998..
 TU3426.The horizontal coordinates are valid at the epoch date displayed above.
 TU3426.The epoch date for horizontal control is a decimal equivalence
 TU3426.of Year/Month/Day.
 TU3426
 TU3426.The orthometric height was scaled from a topographic map.
 TU3426
 TU3426.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3426
 TU3426.The geoid height was determined by GEOID03.
 TU3426
 TU3426;                    North         East     Units Scale Factor Converg.
 TU3426;SPC HI 2     -    86,014.036   447,435.892   MT  1.00000080   -0 10 56.0
 TU3426;UTM  04      - 2,335,357.968   689,802.911   MT  1.00004520   +0 39 30.0
 TU3426
 TU3426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3426!SPC HI 2     -   0.99995821  x   1.00000080  =   0.99995901
 TU3426!UTM  04      -   0.99995821  x   1.00004520  =   1.00000341
 TU3426
 TU3426:                Primary Azimuth Mark                     Grid Az
 TU3426:SPC HI 2     -  AMIKOPALA 1925                           319 02 38.0
 TU3426:UTM  04      -  AMIKOPALA 1925                           318 12 12.0
 TU3426
 TU3426|---------------------------------------------------------------------|
 TU3426| PID    Reference Object                     Distance      Geod. Az  |
 TU3426|                                                           dddmmss.s |
 TU3426| TU3442 AMIKOPALA 1925                      APPROX. 2.7 KM 3185142.0 |
 TU3426|---------------------------------------------------------------------|
 TU3426
 TU3426                          SUPERSEDED SURVEY CONTROL
 TU3426
 TU3426  NAD 83(1986)-  21 06 34.19643(N)    157 10 21.37356(W) AD(       ) 3
 TU3426  OLD HI      -  21 06 45.62800(N)    157 10 31.50800(W) AD(       ) 3
 TU3426
 TU3426.Superseded values are not recommended for survey control.
 TU3426.NGS no longer adjusts projects to the OLD HI datum.
 TU3426.See file dsdata.txt to determine how the superseded data were derived.
 TU3426
 TU3426_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8980335358(NAD 83)
 TU3426
 TU3426  HISTORY     - Date     Condition        Report By
 TU3426  HISTORY     - 1925     MONUMENTED       HIGS
 TU3426  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3426
 TU3426                          STATION DESCRIPTION
 TU3426
 TU3426'DESCRIBED BY HAWAII GEODETIC SURVEY 1925 (RWW)
 TU3426'IN SOUTHWEST MOLOKAI.  IN 1925 STATION SEARCHED FOR AND MADE
 TU3426'CERTAIN THAT THE PILE OF STONES MARKING THE STATION HAD BEEN
 TU3426'REMOVED.
 TU3426
 TU3426                          STATION RECOVERY (1962)
 TU3426
 TU3426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3426'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3426'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE
 TU3426'BUT NOTHING THAT MIGHT HAVE BEEN USED TO MARK THE STATION WAS
 TU3426'FOUND.
 TU3426'
 TU3426'THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2684 ***********************************************************************
 TU2684  DESIGNATION -  PUUKI
 TU2684  PID         -  TU2684
 TU2684  STATE/COUNTY-  HI/HAWAII
 TU2684  USGS QUAD   -  KAMUELA (1995)
 TU2684
 TU2684                         *CURRENT SURVEY CONTROL
 TU2684  ___________________________________________________________________
 TU2684* NAD 83(1993)-  20 01 54.74263(N)    155 40 08.01996(W)     ADJUSTED  
 TU2684* LOCAL TIDAL -       976.     (meters)    3202.     (feet)  VERT ANG  
 TU2684  ___________________________________________________________________
 TU2684  EPOCH DATE  -        1993.62
 TU2684  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 TU2684  GEOID HEIGHT-          22.58  (meters)                     GEOID03
 TU2684
 TU2684  HORZ ORDER  -  THIRD
 TU2684
 TU2684.The horizontal coordinates were established by classical geodetic methods
 TU2684.and adjusted by the National Geodetic Survey in December 1998..
 TU2684.The horizontal coordinates are valid at the epoch date displayed above.
 TU2684.The epoch date for horizontal control is a decimal equivalence
 TU2684.of Year/Month/Day.
 TU2684
 TU2684.The orthometric height was determined by vertical angle observations.
 TU2684.No vertical observational check was made to the station.
 TU2684
 TU2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2684
 TU2684.The geoid height was determined by GEOID03.
 TU2684
 TU2684;                    North         East     Units Scale Factor Converg.
 TU2684;SPC HI 1     -   132,679.625   482,329.819   MT  0.99997052   -0 03 28.3
 TU2684;UTM  05      - 2,217,236.975   220,798.121   MT  1.00056360   -0 54 53.3
 TU2684
 TU2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2684!SPC HI 1     -   0.99984306  x   0.99997052  =   0.99981358
 TU2684!UTM  05      -   0.99984306  x   1.00056360  =   1.00040657
 TU2684
 TU2684                          SUPERSEDED SURVEY CONTROL
 TU2684
 TU2684  NAD 83(1986)-  20 01 54.72518(N)    155 40 08.03202(W) AD(       ) 4
 TU2684  OLD HI      -  20 02 06.24400(N)    155 40 17.93900(W) AD(       ) 3
 TU2684
 TU2684.Superseded values are not recommended for survey control.
 TU2684.NGS no longer adjusts projects to the OLD HI datum.
 TU2684.See file dsdata.txt to determine how the superseded data were derived.
 TU2684
 TU2684_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2079817237(NAD 83)
 TU2684
 TU2684  HISTORY     - Date     Condition        Report By
 TU2684  HISTORY     - UNK      MONUMENTED
 TU2684  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2684
 TU2684                          STATION DESCRIPTION
 TU2684
 TU2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2684'A COMPLETE DESCRIPTION FOLLOWS--
 TU2684'
 TU2684'STATION IS LOCATED ABOUT 3/4-MILE DUE NORTH OF KAMUELA, ON A
 TU2684'GRASSY HILL OF ABOUT 3201 FEET ELEVATION, KNOWN AS PUU KI,
 TU2684'OVERLOOKING 3 RESERVOIRS TO NORTH AND EAST.
 TU2684'
 TU2684'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO NORTHWEST
 TU2684'ON STATE HIGHWAY 25 FOR 0.15 MILE.  CONTINUE AHEAD, ON RIGHT
 TU2684'FORK, FOR 0.1 MILE.  TAKE MACADAM T-ROAD RIGHT AND GO 0.45
 TU2684'MILE.  TURN RIGHT ON TRACK ROAD AND GO 0.05 MILE TO LOCKED,
 TU2684'BOARD GATE AT BASE OF HILL.  PASS THROUGH GATE AND FOLLOW TRACK
 TU2684'ROAD UPHILL FOR 0.35 MILE TO METAL GATE.  PASS THROUGH GATE
 TU2684'AND CONTINUE FOR 0.3 MILE TO SECOND METAL GATE.  PASS THROUGH
 TU2684'GATE AND CONTINUE FOR 0.1 MILE.  TURN LEFT, ALONG LEFT SIDE OF
 TU2684'THE THIRD RESERVOIR, AND GO SOUTHERLY 0.2 MILE TO TOP OF HILL
 TU2684'AND STATION.  NOTE--KEY FOR LOCKED GATE WAS OBTAINED AT
 TU2684'PARKER RANCH OFFICE IN KAMUELA.  A 4-WHEEL-DRIVE VEHICLE IS
 TU2684'REQUIRED TO REACH TOP OF HILL.
 TU2684'
 TU2684'STATION MARK IS A 1/4-INCH DRILL HOLE IN THE TOP OF AN 8-INCH
 TU2684'SQUARE GRANITE POST FLUSH WITH GROUND.  IT IS SURROUNDED BY AN
 TU2684'8 X 8-FOOT, POLE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1486 ***********************************************************************
 TU1486  DESIGNATION -  PUUKI RESET
 TU1486  PID         -  TU1486
 TU1486  STATE/COUNTY-  HI/HONOLULU
 TU1486  USGS QUAD   -  KAHUKU (1983)
 TU1486
 TU1486                         *CURRENT SURVEY CONTROL
 TU1486  ___________________________________________________________________
 TU1486* NAD 83(1993)-  21 40 16.01622(N)    157 58 50.06287(W)     ADJUSTED  
 TU1486* LOCAL TIDAL -       198.7    (meters)     652.     (feet)  VERT ANG  
 TU1486  ___________________________________________________________________
 TU1486  EPOCH DATE  -        1993.62
 TU1486  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 TU1486  GEOID HEIGHT-          13.64  (meters)                     GEOID03
 TU1486
 TU1486  HORZ ORDER  -  FIRST
 TU1486
 TU1486.The horizontal coordinates were established by classical geodetic methods
 TU1486.and adjusted by the National Geodetic Survey in December 1998..
 TU1486.The horizontal coordinates are valid at the epoch date displayed above.
 TU1486.The epoch date for horizontal control is a decimal equivalence
 TU1486.of Year/Month/Day.
 TU1486
 TU1486.The orthometric height was determined by vertical angle observations.
 TU1486
 TU1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1486
 TU1486.The geoid height was determined by GEOID03.
 TU1486
 TU1486;                    North         East     Units Scale Factor Converg.
 TU1486;SPC HI 3     -    55,853.427   502,010.644   MT  0.99999005   +0 00 25.8
 TU1486;UTM  04      - 2,396,771.309   605,471.089   MT  0.99973745   +0 22 35.4
 TU1486
 TU1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1486!SPC HI 3     -   0.99996663  x   0.99999005  =   0.99995668
 TU1486!UTM  04      -   0.99996663  x   0.99973745  =   0.99970409
 TU1486
 TU1486:                Primary Azimuth Mark                     Grid Az
 TU1486:SPC HI 3     -  RADIO CORP POWER PLANT CHIMNEY           011 36 56.5
 TU1486:UTM  04      -  RADIO CORP POWER PLANT CHIMNEY           011 14 46.9
 TU1486
 TU1486|---------------------------------------------------------------------|
 TU1486| PID    Reference Object                     Distance      Geod. Az  |
 TU1486|                                                           dddmmss.s |
 TU1486| TU1483 RADIO CORP POWER PLANT CHIMNEY      APPROX. 4.0 KM 0113722.3 |
 TU1486| CJ8994 PUUKI RM 2                            9.927 METERS 03324     |
 TU1486| TU1480 KAHUKU MILL CHIMNEY                 APPROX. 3.3 KM 0744429.4 |
 TU1486| TU0504 GOLF                                APPROX. 4.2 KM 0821835.7 |
 TU1486| CJ8993 PUUKI RM 1                            9.040 METERS 18530     |
 TU1486| TU1493 KAHUKU RADAR DOME                   APPROX. 2.2 KM 2492456.2 |
 TU1486| CJ8995 PUUKI RM 3                            8.294 METERS 26155     |
 TU1486| TU1497 KAHUKU WATER TANK                   APPROX. 3.4 KM 2984625.2 |
 TU1486|---------------------------------------------------------------------|
 TU1486
 TU1486                          SUPERSEDED SURVEY CONTROL
 TU1486
 TU1486  NAD 83(1986)-  21 40 15.96730(N)    157 58 50.07354(W) AD(       ) 1
 TU1486  OLD HI      -  21 40 27.41772(N)    157 58 59.98309(W) AD(       ) 1
 TU1486
 TU1486.Superseded values are not recommended for survey control.
 TU1486.NGS no longer adjusts projects to the OLD HI datum.
 TU1486.See file dsdata.txt to determine how the superseded data were derived.
 TU1486
 TU1486_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0547196771(NAD 83)
 TU1486
 TU1486  HISTORY     - Date     Condition        Report By
 TU1486  HISTORY     - 1927     MONUMENTED       CGS
 TU1486  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1486  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1486  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1486
 TU1486                          STATION DESCRIPTION
 TU1486
 TU1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1486'IN NORTHERN PART OF OAHU, IN LAND OF KAHUKU, ON HILL OF SAME
 TU1486'NAME, ABOUT 2-1/4 MILES WEST OF KAHUKU MILL, AND JUST NORTH OF
 TU1486'A CONICAL SUMMIT WITH ROUGH ROCKS ON TOP.  IT IS THE HIGHEST HILL
 TU1486'IN THE IMMEDIATE NEIGHBORHOOD.  ORIGINALLY MARKED WITH REDWOOD
 TU1486'POST AND CAIRN OF STONES.  IN 1910 THE MARK RECOVERED WAS
 TU1486'CONCRETE POST WITH CROSS IN TOP.  IN 1927 STATION RE-MARKED
 TU1486'ACCORDING TO NOTE 1B, A STANDARD DISK STATION MARK BEING
 TU1486'SET IN CENTER OF CROSS IN TOP OF 10-INCH CONCRETE CYLINDER.
 TU1486'REFERENCE MARKS ARE AS FOLLOWS--NO. 1, NOTE 13A, STANDARD
 TU1486'REFERENCE DISK IN CONCRETE IN TILE, 9.040 METERS (29.66 FEET) FROM
 TU1486'STATION IN AZIMUTH 5 DEG 30 MIN.  NO. 2, NOTE 12C, 9.952
 TU1486'METERS (32.65 FEET) FROM STATION IN AZIMUTH 213 DEG 22 MIN.
 TU1486'RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU1486
 TU1486                          STATION RECOVERY (1964)
 TU1486
 TU1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1486'STATION MARK AND REFERENCE MARK NUMBER TWO WERE RECOVERED IN
 TU1486'GOOD CONDITION, HOWEVER THE STAMPING ON BOTH MARKS IS
 TU1486'INCORRECT.  REFERENCE MARK NUMBER ONE WAS SEARCHED FOR BY DISTANCE
 TU1486'AND ANGLE BUT NOT FOUND.  THE POINT WHERE IT WAS LOCATED IS NOW
 TU1486'A BARE DIRT AREA USED BY THE MILITARY DURING MANEUVERS.  A
 TU1486'NEW REFERENCE MARK, NUMBER THREE, WAS ESTABLISHED.  A COMPLETE
 TU1486'DESCRIPTION FOLLOWS--
 TU1486'
 TU1486'STATION IS LOCATED ABOUT 2 MILES WEST OF KAHUKU ON THE SUMMIT OF
 TU1486'PUU KI, A BARE HILL OF ABOUT 653 FEET ELEVATION.
 TU1486'
 TU1486'TO REACH STATION FROM THE KAHUKU PLANTATION COMPANY
 TU1486'OFFICE IN KAHUKU, GO NORTHWEST ON STATE HIGHWAY 83 FOR 1.0 MILE
 TU1486'TO SIDE ROAD LEFT AT SIGN (US ARMY TRAINING AREA-KAHUKU C).  TURN
 TU1486'LEFT AND GO 0.3 MILE.  TURN LEFT AND GO 0.2 MILE, PASSING 2 LARGE
 TU1486'BUILDINGS, TO A FORK.  TAKE RIGHT FORK UP SLOPE AND FOLLOW ROAD
 TU1486'AROUND HILLSIDE AND THEN ALONG A POWER LINE FOR 0.8 MILE TO EDGE
 TU1486'OF CANE FIELDS.  KEEP AHEAD ALONG POWER LINE FOR 0.7 MILE TO
 TU1486'FORK WHERE MAIN ROAD JOGS RIGHT ACROSS A CULVERT.  CONTINUE
 TU1486'AHEAD ON FORK ALONG THE POWER LINE FOR 0.1 MILE TO SIDE ROAD
 TU1486'LEFT.  TAKE SIDE ROAD AND GO 0.2 MILE UP ROUGH TRACK ROAD TO
 TU1486'STATION.  (A 4-WHEEL-DRIVE VEHICLE IS REQUIRED).
 TU1486'
 TU1486'STATION MARK IS A STANDARD DISK STAMPED PUUKII 1927, SET IN
 TU1486'THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH
 TU1486'THE GROUND.  A TYPE A SIGNAL, BUILT BY THE HAWAII TERRITORIAL
 TU1486'SURVEY IN 1929 IS CENTERED OVER THE MARK.  THE CONCRETE PLATFORM
 TU1486'OF THE SIGNAL IS 3-1/2 FEET ABOVE GROUND AND A RED AND WHITE
 TU1486'METAL TARGET EXTENDS 7 FEET ABOVE THE PLATFORM.
 TU1486'
 TU1486'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED PUU KII
 TU1486'NO 2 CEMENTED IN A DRILL HOLE IN A 3-FOOT- DIAMETER BOULDER
 TU1486'THAT PROJECTS 1 FOOT ABOVE GROUND.  IT IS 4.6 FEET LOWER THAN
 TU1486'STATION MARK.
 TU1486'
 TU1486'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PUUKI
 TU1486'1875 1927 NO 3 1964, CEMENTED IN A DRILL HOLE IN THE 1 X 2-FOOT
 TU1486'EXPOSED SECTION OF A LARGE BOULDER.  THE MARK PROJECTS ABOUT
 TU1486'3 INCHES ABOVE GROUND AND IS 1.4 FEET LOWER THAN STATION MARK.
 TU1486
 TU1486                          STATION RECOVERY (1969)
 TU1486
 TU1486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1486'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND FOUND
 TU1486'IN GOOD CONDITION.  THE 1964 DESCRIPTION BY D.G.R. WAS CHECKED
 TU1486'AND FOUND TO BE CORRECT.
 TU1486'
 TU1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1486'ABOUT 2 MILES WEST OF KAHUKU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1437 ***********************************************************************
 TU1437  DESIGNATION -  PUULOA
 TU1437  PID         -  TU1437
 TU1437  STATE/COUNTY-  HI/HONOLULU
 TU1437  USGS QUAD   -  PEARL HARBOR (1983)
 TU1437
 TU1437                         *CURRENT SURVEY CONTROL
 TU1437  ___________________________________________________________________
 TU1437* NAD 83(1993)-  21 19 26.17503(N)    157 58 15.70463(W)     ADJUSTED  
 TU1437* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1437  ___________________________________________________________________
 TU1437  EPOCH DATE  -        1993.62
 TU1437  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 TU1437  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU1437
 TU1437  HORZ ORDER  -  THIRD
 TU1437
 TU1437.The horizontal coordinates were established by classical geodetic methods
 TU1437.and adjusted by the National Geodetic Survey in December 1998..
 TU1437.The horizontal coordinates are valid at the epoch date displayed above.
 TU1437.The epoch date for horizontal control is a decimal equivalence
 TU1437.of Year/Month/Day.
 TU1437
 TU1437.The orthometric height was scaled from a topographic map.
 TU1437
 TU1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1437
 TU1437.The geoid height was determined by GEOID03.
 TU1437
 TU1437;                    North         East     Units Scale Factor Converg.
 TU1437;SPC HI 3     -    17,413.166   503,005.543   MT  0.99999011   +0 00 37.9
 TU1437;UTM  04      - 2,358,347.845   606,711.540   MT  0.99974071   +0 22 27.2
 TU1437
 TU1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1437!SPC HI 3     -   0.99999726  x   0.99999011  =   0.99998737
 TU1437!UTM  04      -   0.99999726  x   0.99974071  =   0.99973797
 TU1437
 TU1437:                Primary Azimuth Mark                     Grid Az
 TU1437:SPC HI 3     -  PALAILAI RESET                           278 32 15.2
 TU1437:UTM  04      -  PALAILAI RESET                           278 10 25.9
 TU1437
 TU1437|---------------------------------------------------------------------|
 TU1437| PID    Reference Object                     Distance      Geod. Az  |
 TU1437|                                                           dddmmss.s |
 TU1437| TU1668 PALAILAI RESET                      APPROX.12.6 KM 2783253.1 |
 TU1437|---------------------------------------------------------------------|
 TU1437
 TU1437                          SUPERSEDED SURVEY CONTROL
 TU1437
 TU1437  NAD 83(1986)-  21 19 26.12397(N)    157 58 15.71444(W) AD(       ) 3
 TU1437  OLD HI      -  21 19 37.51007(N)    157 58 25.59546(W) AD(       ) 3
 TU1437
 TU1437.Superseded values are not recommended for survey control.
 TU1437.NGS no longer adjusts projects to the OLD HI datum.
 TU1437.See file dsdata.txt to determine how the superseded data were derived.
 TU1437
 TU1437_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0671258348(NAD 83)
 TU1437
 TU1437  HISTORY     - Date     Condition        Report By
 TU1437  HISTORY     - 1873     MONUMENTED       CGS
 TU1437  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1437  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1437  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1437
 TU1437                          STATION DESCRIPTION
 TU1437
 TU1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1437'SEE DESCRIPTION OF PUULOA 2.
 TU1437
 TU1437                          STATION RECOVERY (1956)
 TU1437
 TU1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1437'ON SOUTH SHORE OF OAHU I. ON WEST SIDE OF ENTRANCE TO PEARL HARBOR,
 TU1437'ABOUT MIDWAY BETWEEN IROQUOIS PT. AND KEAHI PT.
 TU1437'
 TU1437'STATION IS BEST APPROACHED FROM WATERS EDGE ON WEST SIDE OF
 TU1437'P.H. ENTRANCE.  FOLLOW ALONG NAVAL PROPERTY FENCE FROM A CONCRETE
 TU1437'PIER 4 IN THICK BY 8 FT LONG BY 4 FT HIGH AT WATERS EDGE, FOR
 TU1437'177 FT. TO A 2 IN PIPE PROJECTING 1 FT.  STATION IS 30 FT SOUTH OF
 TU1437'(AND AT RT ANGLES TO) THE FENCE LINE.  IT IS A CHISELED CROSS IN
 TU1437'A CONCRETE PIER 1 FOOT UNDERGROUND.
 TU1437'
 TU1437'THIS STATION IS ON NAVAL PROPERTY IN RESTRICTED AREA.  KEY FOR
 TU1437'ENTRANCE MUST BE OBTAINED FROM MARINE GUARD ROOM AT MARINE BASE
 TU1437'ON POINT.
 TU1437
 TU1437                          STATION RECOVERY (1963)
 TU1437
 TU1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1437'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU1437'DESCRIPTION FOLLOWS--
 TU1437'
 TU1437'STATION IS LOCATED ABOUT 2 MILES EAST OF EWA BEACH, ON HAMMER
 TU1437'POINT, AT THE WEST SIDE OF THE ENTRANCE TO PEARL HARBOR.  IN GROVE
 TU1437'OF LARGE KEAWES AT EAST EDGE OF CAPEHART HOUSING AND AT SOUTH
 TU1437'SIDE OF SEWAGE DISPOSAL PLANT.
 TU1437'
 TU1437'TO REACH STATION FROM THE BANK OF HAWAII IN EWA BEACH, GO EAST ON
 TU1437'STATE HIGHWAY 76 FOR 0.25 MILE TO SIGN CAPEHART HOUSING.  TURN
 TU1437'LEFT AND GO 2.4 MILES TO ENTRANCE OF HOUSING AREA.  CONTINUE,
 TU1437'ON MAIN DRIVE AROUND RIGHT SIDE OF HOUSING, FOR 1.4 MILES TO
 TU1437'SEWAGE PLANT ON RIGHT, JUST OUTSIDE HOUSING AREA FENCE.  FROM
 TU1437'HERE PACK SOUTHEAST ALONG OUTSIDE OF SEWAGE PLANT FENCE FOR
 TU1437'ABOUT 150 YARDS TO STATION.
 TU1437'
 TU1437'STATION IS AN 8-INCH-SQUARE, ROUGH-TOPPED, GRANITE POST, WITH A
 TU1437'2-INCH CROSS CHISELED IN THE TOP.  IT IS 16 INCHES BELOW GROUND
 TU1437'SURFACE, 29.9 FEET SOUTHEAST OF A NAVY BOUNDARY MARKER (2-1/2-INCH
 TU1437'PIPE SET IN CONCRETE), 16-1/2 FEET NORTHEAST OF A NAIL IN THE BASE
 TU1437'OF A 20-INCH KEAWE, 63.8 FEET EAST-SOUTHEAST OF SOUTHERNMOST
 TU1437'CORNER OF SEWAGE PLANT FENCE CORNER, AND 6.38 FEET NORTHEAST OF
 TU1437'STATION PUULOA 2 1927 (AZIMUTH 215 DEG 29 MIN 31 SEC).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1438 ***********************************************************************
 TU1438  DESIGNATION -  PUULOA 2
 TU1438  PID         -  TU1438
 TU1438  STATE/COUNTY-  HI/HONOLULU
 TU1438  USGS QUAD   -  PEARL HARBOR (1983)
 TU1438
 TU1438                         *CURRENT SURVEY CONTROL
 TU1438  ___________________________________________________________________
 TU1438* NAD 83(1993)-  21 19 26.12356(N)    157 58 15.74385(W)     ADJUSTED  
 TU1438* LOCAL TIDAL -         1.8    (meters)       6.     (feet)  VERT ANG  
 TU1438  ___________________________________________________________________
 TU1438  EPOCH DATE  -        1993.62
 TU1438  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 TU1438  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU1438
 TU1438  HORZ ORDER  -  FIRST
 TU1438
 TU1438.The horizontal coordinates were established by classical geodetic methods
 TU1438.and adjusted by the National Geodetic Survey in December 1998..
 TU1438.The horizontal coordinates are valid at the epoch date displayed above.
 TU1438.The epoch date for horizontal control is a decimal equivalence
 TU1438.of Year/Month/Day.
 TU1438
 TU1438.The orthometric height was determined by vertical angle observations.
 TU1438
 TU1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1438
 TU1438.The geoid height was determined by GEOID03.
 TU1438
 TU1438;                    North         East     Units Scale Factor Converg.
 TU1438;SPC HI 3     -    17,411.583   503,004.413   MT  0.99999011   +0 00 37.9
 TU1438;UTM  04      - 2,358,346.255   606,710.420   MT  0.99974071   +0 22 27.1
 TU1438
 TU1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1438!SPC HI 3     -   0.99999729  x   0.99999011  =   0.99998740
 TU1438!UTM  04      -   0.99999729  x   0.99974071  =   0.99973800
 TU1438
 TU1438:                Primary Azimuth Mark                     Grid Az
 TU1438:SPC HI 3     -  PEARL HARBOR LARGE WATER TANK            012 13 40.4
 TU1438:UTM  04      -  PEARL HARBOR LARGE WATER TANK            011 51 51.2
 TU1438
 TU1438|---------------------------------------------------------------------|
 TU1438| PID    Reference Object                     Distance      Geod. Az  |
 TU1438|                                                           dddmmss.s |
 TU1438| TU1427 PEARL HARBOR LARGE WATER TANK       APPROX. 3.9 KM 0121418.3 |
 TU1438| TU1429 PEARL HARBOR WEST RADIO TOWER       APPROX. 3.1 KM 0131055.6 |
 TU1438| TU1428 PEARL HARBOR SOUTH RADIO TOWER      APPROX. 2.8 KM 0155605.0 |
 TU1438| TU1422 PEARL HARBOR EAST RADIO TOWER       APPROX. 3.1 KM 0192100.1 |
 TU1438| CJ8998 PUULOA 2 RM 3                        31.760 METERS 02024     |
 TU1438| TU1426 HICKAM AFB WATER TOWER              APPROX. 2.3 KM 0234054.0 |
 TU1438| TU1437 PUULOA                                1.945 METERS 03532     |
 TU1438| TU1411 HICKAM AFB CONTROL TOWER            APPROX. 2.7 KM 0683602.2 |
 TU1438| CJ8996 PUULOA 2 RM 1                        48.023 METERS 24103     |
 TU1438| TU1652 STATION X ARMY                      APPROX. 4.9 KM 2491338.7 |
 TU1438| TU1657 MOORING MAST                        APPROX. 7.7 KM 2725227.1 |
 TU1438| TU1655 EWA MILL STACK                      APPROX. 6.9 KM 2841504.2 |
 TU1438| CJ8999 PUULOA 2 RM 4                        18.726 METERS 28954     |
 TU1438| CJ8997 PUULOA 2 RM 2                        22.050 METERS 30243     |
 TU1438| TU1649 PEARL HARBOR WEST LOCH TANK         APPROX. 4.8 KM 3112246.9 |
 TU1438| TU1614 WAIPAHU MILL STACK                  APPROX. 7.9 KM 3312308.0 |
 TU1438| TU1439 NAVY BOUNDARY MARKER 1963             9.840 METERS 33158     |
 TU1438|---------------------------------------------------------------------|
 TU1438
 TU1438                          SUPERSEDED SURVEY CONTROL
 TU1438
 TU1438  NAD 83(1986)-  21 19 26.07260(N)    157 58 15.75358(W) AD(       ) 1
 TU1438  OLD HI      -  21 19 37.45867(N)    157 58 25.63469(W) AD(       ) 1
 TU1438
 TU1438.Superseded values are not recommended for survey control.
 TU1438.NGS no longer adjusts projects to the OLD HI datum.
 TU1438.See file dsdata.txt to determine how the superseded data were derived.
 TU1438
 TU1438_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0671058346(NAD 83)
 TU1438_MARKER: Z = SEE DESCRIPTION
 TU1438_SETTING: 0 = UNSPECIFIED SETTING
 TU1438
 TU1438  HISTORY     - Date     Condition        Report By
 TU1438  HISTORY     - 1927     MONUMENTED       CGS
 TU1438  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1438  HISTORY     - 1959     SEE DESCRIPTION  USGS
 TU1438  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1438  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1438
 TU1438                          STATION DESCRIPTION
 TU1438
 TU1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1438'ON S SHORE OF OAHU, ABOUT 3/4 MILE SW OF WATERTOWN, ON W SIDE OF
 TU1438'ENTRANCE TO PEARL HARBOR, UNDER OLD WINDMILL TOWER.  THERE ARE
 TU1438'TWO MARKS IN THIS VICINITY, PRACTICALLY THE SAME, ONE DIRECTLY
 TU1438'UNDER THE OLD TOWER, AND THE OTHER ABOUT 7 FEET DISTANT FROM
 TU1438'THE FIRST.  THE ONE DIRECTLY UNDER THE OLD TOWER WAS USED IN 1927
 TU1438'UNDER THE BELIEF THAT IT WAS THE OLD TERRITORIAL SURVEY
 TU1438'STATION.  THE DIFFERENCE WAS LATER DISCOVERED AND THE 1927
 TU1438'STATION MARKED WITH STANDARD STATION DISK, SET IN THE TOP OF A
 TU1438'SQUARE POST OF CONCRETE AND STAMPED PUULOA 2.  THE OLD
 TU1438'HAWAIIAN GOVERNMENT (TERRITORIAL) SURVEY MARK, A GRANITE PIER,
 TU1438'IS 1.945 METERS (6.38 FEET) FROM STATION IN AZIMUTH 150 DEG
 TU1438'13 MIN.  WHILE OLD BRICK LATITUDE PIER IS N. 5 DEG W. 47.2 FEET
 TU1438'FROM THE TERRITORIAL SURVEY STATION.
 TU1438'
 TU1438'THREE REFERENCE MARKS WERE SET AS FOLLOWS--NO. 1 IN CONCRETE
 TU1438'BASE OF BEACON LIGHT IS 48.023 METERS (157.56 FEET) FROM STATION
 TU1438'IN AZIMUTH 61 DEG 03 MIN.  NOS. 2 AND 3 WERE STANDARD REFERENCE
 TU1438'DISKS WITH ARROWS POINTING TOWARD STATION, SET IN CENTER OF TOP
 TU1438'OF SQUARE BLOCK OR POST OF CONCRETE, AT THE FOLLOWING DISTANCES
 TU1438'AND AZIMUTHS FROM THE STATION--22.050 METERS, (72.34 FEET),
 TU1438'122 DEG 42 MIN.  31.732 METERS (104.11 FEET), 200 DEG 25 MIN.
 TU1438
 TU1438                          STATION RECOVERY (1956)
 TU1438
 TU1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1438'SEE DESCRIPTION OF PUULOA.  STATION PUULOA 2 IS STANDARD DISK
 TU1438'STAMPED PUULOA 2, 4 IN. BELOW SURFACE, AND IS 6.4 FT. SW OF STATION
 TU1438'PUULOA.
 TU1438
 TU1438                          STATION RECOVERY (1959)
 TU1438
 TU1438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 TU1438'STATION MARK RECOVERED IN GOOD CONDITION.
 TU1438'
 TU1438'PUULOA RECOVERED IN GOOD CONDITION.  MARK IS CHISELED CROSS ON A
 TU1438'GRANITE BOULDER.
 TU1438'
 TU1438'PUULOA LATITUDE STATION--SEARCHED FOR BUT NOT FOUND.
 TU1438'
 TU1438'REFERENCE MARKS 1, 2, AND 3 SEARCHED FOR BUT NOT FOUND.
 TU1438'
 TU1438'REVISED DESCRIPTION--STATION ON SOUTH SHORE OF OAHU, ON THE WEST
 TU1438'SHORE OF THE ENTRANCE CHANNEL TO PEARL HARBOR.  TO REACH FROM THE
 TU1438'NAVAL HOUSING AREA AT IRIQUOIS POINT PROCEED ALONG LOOP DRIVE IN
 TU1438'IRIQUOIS POINT TO THE SEWARE PLANT ON THE MAKAI SIDE OF LOOP
 TU1438'DRIVE.  LEAVE VEHICLE AND PROCEED AROUND THE SOUTH SIDE OF THE
 TU1438'GALVANIZED WIRE FENCE AROUND IN THE SEWAGE PLANT, TO THE
 TU1438'STATION.  ABOUT 500 FT. FROM LOOP DRIVE.  STATION MARK IS ABOUT
 TU1438'87 FT. EAST OF THE SHORE LINE.  THE SOUTHERNMOST CORNER OF THE
 TU1438'FENCE AROUND THE SEWAGE PLANT IS 53 FT. FROM THE STATION MARK IN
 TU1438'APPROXIMATE AZIMUTH 50 DEG.  THE ENTRANCE OF AN OLD
 TU1438'UNDERGROUND SHELTER IS 36 FT. FROM THE STATION MARK IN
 TU1438'APPROXIMATE AZIMUTH 340 DEG.  IT IS 9 FT. FROM A 16 IN KEA
 TU1438'TREE AND IS SURROUNDED BY 6 GALVANIZED PIPES STANDING ABOUT 3 FT.
 TU1438'HIGH.  BOTH PUULOA AND PUULOA 2 ARE ABOUT 0.5 FT. BELOW NORMAL
 TU1438'GROUND LEVEL.
 TU1438
 TU1438                          STATION RECOVERY (1963)
 TU1438
 TU1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1438'STATION MARK AND REFERENCE MARK NUMBER THREE WERE RECOVERED IN GOOD
 TU1438'CONDITION.  REFERENCE MARK NUMBER ONE WAS FOUND DESTROYED, THE
 TU1438'CONCRETE BASE IT IS SET IN HAS BEEN PUSHED FROM ITS ORIGINAL
 TU1438'POSITION.  REFERENCE MARK NUMBER TWO FALLS WITHIN THE BOUNDARY OF
 TU1438'A SEWAGE PLANT AND WAS NOT RECOVERED.  SOME OF THE AZIMUTHS AND
 TU1438'DISTANCES GIVEN IN PREVIOUS DESCRIPTIONS ARE ERRONEOUS.  A NEW
 TU1438'REFERENCE MARK, NUMBER FOUR, WAS ESTABLISHED.  A COMPLETE
 TU1438'DESCRIPTION FOLLOWS--
 TU1438'
 TU1438'STATION IS LOCATED ABOUT 2 MILES EAST OF EWA BEACH, ON HAMMER
 TU1438'POINT, AT THE WEST SIDE OF THE ENTRANCE TO PEARL HARBOR.  IN GROVE
 TU1438'OF LARGE KEAWES AT EAST EDGE OF CAPEHART HOUSING AND AT SOUTH
 TU1438'SIDE OF SEWAGE DISPOSAL PLANT.
 TU1438'
 TU1438'TO REACH STATION FROM THE BANK OF HAWAII IN WA BEACH, GO EAST
 TU1438'ON STATE HIGHWAY 76 FOR 0.25 MILE TO SIGN CAPEHART HOUSING.  TURN
 TU1438'LEFT AND GO 2.4 MILES TO ENTRANCE TO HOUSING AREA.  CONTINUE, ON
 TU1438'MAIN DRIVE AROUND RIGHT SIDE OF HOUSING, FOR 1.4 MILES TO
 TU1438'SEWAGE PLANT ON RIGHT, JUST OUTSIDE THE AREA FENCE.  FROM HERE
 TU1438'PACK SOUTHEAST ALONG OUTSIDE OF SEWAGE PLANT FENCE FOR ABOUT 150
 TU1438'YARDS TO STATION.
 TU1438'
 TU1438'STATION MARK IS A STANDARD DISK STAMPED PUULOA 2, SET IN THE TOP OF
 TU1438'A 12-INCH-SQUARE, CONCRETE MONUMENT ABOUT 1 FOOT BELOW GROUND.  IT
 TU1438'IS 61.8 FEET EAST-SOUTHEAST FROM THE SOUTHERNMOST CORNER OF THE
 TU1438'PLANT FENCE, 36 FEET NORTH-NORTHWEST OF ENTRANCE TO UNDERGROUND
 TU1438'SHELTER, 10.0 FEET NORTHEAST FROM A NAIL IN BASE OF 20-INCH
 TU1438'KEAWE, 56.1 FEET SOUTHEAST OF FENCE AND ABOUT 90 FEET WEST OF
 TU1438'SHORELINE.
 TU1438'
 TU1438'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED PUULOA 2
 TU1438'NO 3, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT 1.5
 TU1438'FEET BELOW GROUND.  IT IS 124.7 FEET SOUTHWEST FROM THE EASTERNMOST
 TU1438'CORNER OF THE PLANT FENCE, 13 FEET SOUTHEAST OF THE FENCE,
 TU1438'OPPOSITE THE 11TH FENCE POST SOUTHWEST FROM SMALL GATE IN EAST
 TU1438'FENCE-CORNER, AND 2.1 FEET LOWER THAN STATION MARK.
 TU1438'
 TU1438'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED PUULOA 2
 TU1438'NO 4 1927 1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF
 TU1438'THE SOUTH FENCE CORNER POST.
 TU1438'
 TU1438'NAVY BOUNDARY MARKER IS A 2-1/2-INCH, IRON PIPE, SET IN CONCRETE
 TU1438'AND PROJECTING 12 INCHES ABOVE GROUND.  IT IS 25 FEET SOUTHEAST OF
 TU1438'PLANT FENCE, 45 FEET EAST OF SOUTH FENCE CORNER, AND 1.5 FEET
 TU1438'HIGHER THAN STATION MARK.
 TU1438
 TU1438                          STATION RECOVERY (1969)
 TU1438
 TU1438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1438'STATION MARK, REFERENCE MARKS 3 AND 4 AND PUULOA 1873 WERE RECOVERED
 TU1438'AND FOUND IN GOOD CONDITION.  THE NAVY BOUNDARY MARKER WAS FOUND
 TU1438'TILTED AND WAS NOT MEASURED OR OBSERVED.  A NEW DESCRIPTION
 TU1438'FOLLOWS--
 TU1438'
 TU1438'STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF EWA BEACH, ON THE
 TU1438'WEST SIDE OF THE ENTRANCE TO PEARL HARBOR, IN A GROVE OF KEAWE
 TU1438'TREES, AT THE EAST EDGE OF A NAVY HOUSING PROJECT AND SOUTH OF A
 TU1438'SEWAGE DISPOSAL PLANT.
 TU1438'
 TU1438'TO REACH FROM THE BANK OF HAWAII IN EWA BEACH, GO SOUTHEAST ON
 TU1438'STATE HIGHWAY 76 (FORT WEAVER ROAD) FOR 0.3 MILE TO THE
 TU1438'INTERSECTION OF NORTH ROAD, TURN LEFT AND FOLLOW NORTH ROAD,
 TU1438'NORTHEAST, FOR 1.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 TU1438'SOUTH ON PAVED ROAD FOR 0.65 MILES TO THE ENTRANCE TO IROQUOIS
 TU1438'HOUSING, CONTINUE ON IROQUIS AVENUE FOR 1.2 MILES TO ERNI AVENUE
 TU1438'ON THE LEFT, CONTINUE ON IROQUIS AVENUE FOR 0.1 MILE TO THE
 TU1438'ENTRANCE TO A SEWAGE DISPOSAL PLANT ON THE RIGHT, TURN RIGHT
 TU1438'FOR ABOUT 100 FEET TO A WALK THROUGH GATE ON THE RIGHT AND THE
 TU1438'END OF TRUCK TRAVEL.  PASS THROUGH THE GATE AND FOLLOW FENCE
 TU1438'ALONG THE WEST SIDE OF THE DISPOSAL PLANT TO THE STATION JUST
 TU1438'SOUTH OF THE PLANT.  ABOUT A 100 YARD PACK.
 TU1438'
 TU1438'STATION MARK IS A STANDARD DISK, STAMPED PUULOA 2, SET IN THE TOP
 TU1438'OF A 12-INCH SQUARE CONCRETE POST WHICH IS ABOUT 6 INCHES BELOW
 TU1438'THE GROUND SURFACE.  IT IS ABOUT 75 FEET WEST OF A BEACH, 61.7 FEET
 TU1438'EAST OF A FENCE CORNER AND 59.0 FEET SOUTHWEST OF A FENCE.
 TU1438'
 TU1438'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PUULOA 2 NO 3, SET IN
 TU1438'THE TOP OF A 12-INCH CONCRETE POST WHICH IS ABOUT 1 FOOT BELOW THE
 TU1438'SURFACE OF THE GROUND.  IT IS 12.0 FEET SOUTHWEST OF THE FENCE.
 TU1438'
 TU1438'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED PUULOA 2 NO 4 1927
 TU1438'1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 TU1438'SOUTHWEST CORNER POST OF THE DISPOSAL PLANT.
 TU1438'
 TU1438'PUULOA 1873 1927 IS A CHISELED CROSS IN THE TOP OF BOULDER WHICH
 TU1438'IS ABOUT 1 FOOT BELOW THE GROUND SURFACE.  IT IS ABOUT 75 FEET WEST
 TU1438'OF THE BEACH, 63.5 FEET EAST OF A FENCE CORNER AND 56.0 FEET
 TU1438'SOUTHWEST OF THE FENCE.
 TU1438'
 TU1438'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES.
 TU1438'
 TU1438'HEIGHT OF LIGHT ABOVE STATION MARK 74.0 FEET.
 TU1438'
 TU1438'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1438'2-1/2 MILES EAST OF EWA BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3372 ***********************************************************************
 TU3372  DESIGNATION -  PUWAHI
 TU3372  PID         -  TU3372
 TU3372  STATE/COUNTY-  HI/MAUI
 TU3372  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3372
 TU3372                         *CURRENT SURVEY CONTROL
 TU3372  ___________________________________________________________________
 TU3372* NAD 83(1993)-  21 10 29.14900(N)    156 59 39.86463(W)     ADJUSTED  
 TU3372* LOCAL TIDAL -       517.     (meters)    1696.     (feet)  VERT ANG  
 TU3372  ___________________________________________________________________
 TU3372  EPOCH DATE  -        1993.62
 TU3372  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 TU3372  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU3372
 TU3372  HORZ ORDER  -  SECOND
 TU3372
 TU3372.The horizontal coordinates were established by classical geodetic methods
 TU3372.and adjusted by the National Geodetic Survey in December 1998..
 TU3372.The horizontal coordinates are valid at the epoch date displayed above.
 TU3372.The epoch date for horizontal control is a decimal equivalence
 TU3372.of Year/Month/Day.
 TU3372
 TU3372.The orthometric height was determined by vertical angle observations.
 TU3372.No vertical observational check was made to the station.
 TU3372
 TU3372.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3372
 TU3372.The geoid height was determined by GEOID03.
 TU3372
 TU3372;                    North         East     Units Scale Factor Converg.
 TU3372;SPC HI 2     -    93,190.051   465,965.541   MT  0.99998098   -0 07 06.2
 TU3372;UTM  04      - 2,342,806.189   708,226.966   MT  1.00013583   +0 43 29.0
 TU3372
 TU3372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3372!SPC HI 2     -   0.99991634  x   0.99998098  =   0.99989733
 TU3372!UTM  04      -   0.99991634  x   1.00013583  =   1.00005216
 TU3372
 TU3372:                Primary Azimuth Mark                     Grid Az
 TU3372:SPC HI 2     -  MOLOKAI LIGHTHOUSE                       033 50 11.9
 TU3372:UTM  04      -  MOLOKAI LIGHTHOUSE                       032 59 36.7
 TU3372
 TU3372|---------------------------------------------------------------------|
 TU3372| PID    Reference Object                     Distance      Geod. Az  |
 TU3372|                                                           dddmmss.s |
 TU3372| TU3368 MOLOKAI LIGHTHOUSE                  APPROX. 4.6 KM 0334305.7 |
 TU3372| CN6140 PUWAHI RM 1                           7.887 METERS 13330     |
 TU3372| CN6139 PUWAHI AZ MK                                       2722112.6 |
 TU3372| CN6141 PUWAHI RM 2                           5.398 METERS 31441     |
 TU3372|---------------------------------------------------------------------|
 TU3372
 TU3372                          SUPERSEDED SURVEY CONTROL
 TU3372
 TU3372  NAD 83(1986)-  21 10 29.10812(N)    156 59 39.81314(W) AD(       ) 2
 TU3372  OLD HI      -  21 10 40.57400(N)    156 59 49.95000(W) AD(       ) 2
 TU3372
 TU3372.Superseded values are not recommended for survey control.
 TU3372.NGS no longer adjusts projects to the OLD HI datum.
 TU3372.See file dsdata.txt to determine how the superseded data were derived.
 TU3372
 TU3372_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0822742806(NAD 83)
 TU3372_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3372_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU3372
 TU3372  HISTORY     - Date     Condition        Report By
 TU3372  HISTORY     - 1962     MONUMENTED       CGS
 TU3372  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3372
 TU3372                          STATION DESCRIPTION
 TU3372
 TU3372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3372'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES NORTH-NORTHEAST OF
 TU3372'KAUNAKAKAI, 3-1/4 MILES NORTHEAST OF KUALAPUU, 1-1/4 MILES SOUTHWEST
 TU3372'OF KALAUPAPA, AND 1/4 MILE EAST OF WHERE THE TRAIL TO KALAUPAPA
 TU3372'STARTS DOWN THE PALI.  IT IS NEAR THE EDGE OF THE PALI, NEAR THE
 TU3372'NORTH END OF A FENCE LINE AND ABOUT 40 YARDS NORTH OF A POWER
 TU3372'LINE THAT RUNS ALONG THE HIGHEST PART OF THE PASTURE.
 TU3372'
 TU3372'TO REACH FROM THE MAIN CROSSROAD IN KUALAPUU, GO EAST-NORTHEAST
 TU3372'ON STATE HIGHWAY 47 FOR 2.5 MILES TO END OF PAVED ROAD.  CONTINUE
 TU3372'ON THE GRADED HIGHWAY FOR 0.75 MILE TO LEFT CURVE IN ROAD.  GO
 TU3372'LEFT, NORTH, FOR 0.85 MILE TO A LOCKED BOARD GATE ON RIGHT, 0.1
 TU3372'MILE BEFORE REACHING END OF ROAD AND POWER SUB-STATION.  PASS
 TU3372'THROUGH GATE AND GO EAST ON TRACK ROAD FOR 0.3 MILE TO FENCE
 TU3372'LINE AND GATE.  TURN LEFT AT FENCE AND GO NORTH ALONG WEST SIDE
 TU3372'OF FENCE FOR 0.1 MILE TO EDGE OF PALI AND STATION 40 YARDS
 TU3372'AFTER PASSING UNDER POWER LINE.
 TU3372'
 TU3372'STATION MARK IS A STANDARD DISK STAMPED PUWAHI 1962, SET IN THE
 TU3372'TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 TU3372'ABOVE GROUND.  IT IS 22.0 FEET WEST-NORTHWEST OF THE NORTH END OF
 TU3372'FENCE LINE AND 4.3 FEET NORTH OF A WHITE WITNESS POST.
 TU3372'
 TU3372'REFERENCE MARK ONE IS A STANDARD DISK STAMPED PUWAHI NO 1 1962,
 TU3372'SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU3372'PROJECTS 6 INCHES ABOVE GROUND.  IT IS 1.3 FEET WEST OF FENCE
 TU3372'LINE, 15 FEET SOUTH OF NORTH END OF FENCE LINE AND ABOUT 3 FEET
 TU3372'HIGHER THAN STATION.
 TU3372'
 TU3372'REFERENCE MARK TWO IS A STANDARD DISK STAMPED PUWAHI NO 2 1962,
 TU3372'SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT THAT
 TU3372'PROJECTS ABOUT 2 INCHES ABOVE GROUND.  IT IS 9 FEET SOUTHWEST OF
 TU3372'EDGE OF PALI AND ABOUT 2 FEET LOWER THAN THE STATION.
 TU3372'
 TU3372'BENCH MARK T-17 WILL SERVE AS THE AZIMUTH MARK.  IT IS A
 TU3372'U.S. GEOLOGICAL SURVEY BRONZE BENCH MARK DISK, STAMPED BMT T-17
 TU3372'1603.6, CEMENTED IN A DRILL HOLE IN A 3 X 6-FOOT BOULDER THAT
 TU3372'PROJECTS ABOUT 2 FEET ABOVE GROUND.  IT IS LOCATED JUST NORTH OF
 TU3372'THE END OF STATE HIGHWAY 47 AT THE KALAUPAPA OBSERVATION
 TU3372'PLATFORM.  15 FEET NORTH-NORTHEAST DOWN-SLOPE FROM THE PLATFORM
 TU3372'AND ABOUT 8 FEET LOWER THAN THE PLATFORM.
 TU3372'
 TU3372'NOTE--KEY TO LOCKED GATE MAY BE OBTAINED FROM THE MOLOKAI RANCH
 TU3372'OFFICE IN KAUNAKAKAI.
 TU3372
 TU3372                          STATION RECOVERY (1967)
 TU3372
 TU3372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3372'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1085 ***********************************************************************
 TU1085  DESIGNATION -  PYRAMID ROCK HIGHEST PART
 TU1085  PID         -  TU1085
 TU1085  STATE/COUNTY-  HI/HONOLULU
 TU1085  USGS QUAD   -  MOKAPU (1983)
 TU1085
 TU1085                         *CURRENT SURVEY CONTROL
 TU1085  ___________________________________________________________________
 TU1085* NAD 83(1993)-  21 27 44.12870(N)    157 45 48.75761(W)     ADJUSTED  
 TU1085* LOCAL TIDAL -                                                        
 TU1085  ___________________________________________________________________
 TU1085  EPOCH DATE  -        1993.62
 TU1085  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 TU1085  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1085
 TU1085  HORZ ORDER  -  THIRD
 TU1085
 TU1085.The horizontal coordinates were established by classical geodetic methods
 TU1085.and adjusted by the National Geodetic Survey in December 1998..
 TU1085.The horizontal coordinates are valid at the epoch date displayed above.
 TU1085.The epoch date for horizontal control is a decimal equivalence
 TU1085.of Year/Month/Day.
 TU1085
 TU1085
 TU1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1085
 TU1085.The geoid height was determined by GEOID03.
 TU1085
 TU1085;                    North         East     Units Scale Factor Converg.
 TU1085;SPC HI 3     -    32,746.383   524,507.764   MT  0.99999742   +0 05 11.5
 TU1085;UTM  04      - 2,373,814.224   628,110.945   MT  0.99980281   +0 27 08.9
 TU1085
 TU1085                          SUPERSEDED SURVEY CONTROL
 TU1085
 TU1085  NAD 83(1986)-  21 27 44.07969(N)    157 45 48.76579(W) AD(       ) 4
 TU1085  OLD HI      -  21 27 55.46900(N)    157 45 58.67600(W) AD(       ) 3
 TU1085
 TU1085.Superseded values are not recommended for survey control.
 TU1085.NGS no longer adjusts projects to the OLD HI datum.
 TU1085.See file dsdata.txt to determine how the superseded data were derived.
 TU1085
 TU1085_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2811173814(NAD 83)
 TU1085
 TU1085  HISTORY     - Date     Condition        Report By
 TU1085  HISTORY     - 1926     MONUMENTED       CGS
 TU1085  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1085
 TU1085                          STATION DESCRIPTION
 TU1085
 TU1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1085'ON THE EAST COAST OF OAHU, AT THE NORTHWEST CORNER OF MOKAPU
 TU1085'PENINSULA, THE HIGHEST POINT OF THE HIGH, SYMMETRICAL PYRAMID
 TU1085'ROCK (REALLY A MOUND OF TIGHTLY MASSED ROCKS).
 TU1085
 TU1085                          STATION RECOVERY (1965)
 TU1085
 TU1085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1085'STATION IS DESTROYED.  IN 1941 THE POINT OF THIS HILL WAS CUT
 TU1085'OFF AND A NAVIGATION LIGHT CONSTRUCTED THERE.  IT IS LISTED AS
 TU1085'PYRAMID ROCK LIGHT, NUMBER 3688, IN PUBLICATION CG-162, LIGHT
 TU1085'LIST, VO. III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1162 ***********************************************************************
 TU1162  DESIGNATION -  PYRAMID ROCK LIGHT
 TU1162  PID         -  TU1162
 TU1162  STATE/COUNTY-  HI/HONOLULU
 TU1162  USGS QUAD   -  MOKAPU (1983)
 TU1162
 TU1162                         *CURRENT SURVEY CONTROL
 TU1162  ___________________________________________________________________
 TU1162* NAD 83(1993)-  21 27 44.16260(N)    157 45 48.67974(W)     ADJUSTED  
 TU1162* LOCAL TIDAL -                                                        
 TU1162  ___________________________________________________________________
 TU1162  EPOCH DATE  -        1993.62
 TU1162  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 TU1162  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1162
 TU1162  HORZ ORDER  -  THIRD
 TU1162
 TU1162.The horizontal coordinates were established by classical geodetic methods
 TU1162.and adjusted by the National Geodetic Survey in December 1998..
 TU1162.The horizontal coordinates are valid at the epoch date displayed above.
 TU1162.The epoch date for horizontal control is a decimal equivalence
 TU1162.of Year/Month/Day.
 TU1162
 TU1162
 TU1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1162
 TU1162.The geoid height was determined by GEOID03.
 TU1162
 TU1162;                    North         East     Units Scale Factor Converg.
 TU1162;SPC HI 3     -    32,747.429   524,510.005   MT  0.99999742   +0 05 11.5
 TU1162;UTM  04      - 2,373,815.285   628,113.178   MT  0.99980281   +0 27 08.9
 TU1162
 TU1162                          SUPERSEDED SURVEY CONTROL
 TU1162
 TU1162  NAD 83(1986)-  21 27 44.11322(N)    157 45 48.68723(W) AD(       ) 4
 TU1162  OLD HI      -  21 27 55.53623(N)    157 45 58.56714(W) AD(       ) 3
 TU1162
 TU1162.Superseded values are not recommended for survey control.
 TU1162.NGS no longer adjusts projects to the OLD HI datum.
 TU1162.See file dsdata.txt to determine how the superseded data were derived.
 TU1162
 TU1162_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2811373815(NAD 83)
 TU1162
 TU1162  HISTORY     - Date     Condition        Report By
 TU1162  HISTORY     - 1975     MONUMENTED       NGS
 TU1162  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1162
 TU1162                          STATION DESCRIPTION
 TU1162
 TU1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU1162'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE TOWN
 TU1162'OF KANEOHE, ON THE NORTHWEST POINT OF THE MOKAPU PENINSULA, ON
 TU1162'THE SOUTHEAST SHORE OF KANEOHE BAY AND ON PYRAMID ROCK.
 TU1162'
 TU1162'THE STATION IS THE WHITE, NAVIGATION LIGHT ATOP A SMALL, SQUARE,
 TU1162'CONCRETE HOUSE WITH BLACK AND WHITE DIAGONAL STRIPES.  DESIGNATED
 TU1162'AS NO. 3741 IN THE PUBLICATION LIGHT LIST, VOLUME III, PACIFIC
 TU1162'COAST AND PACIFIC ISLANDS 1975.
 TU1162
 TU1162                          STATION RECOVERY (1976)
 TU1162
 TU1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1162'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1975.
 TU1162'
 TU1162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1162'AT KANEOHE MCAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0460 ***********************************************************************
 TU0460  DESIGNATION -  Q
 TU0460  PID         -  TU0460
 TU0460  STATE/COUNTY-  HI/HONOLULU
 TU0460  USGS QUAD   -  HONOLULU (1983)
 TU0460
 TU0460                         *CURRENT SURVEY CONTROL
 TU0460  ___________________________________________________________________
 TU0460* NAD 83(1986)-  21 19 55.     (N)    157 51 58.     (W)     SCALED    
 TU0460* LOCAL TIDAL -        14.360  (meters)      47.11   (feet)  ADJ UNCH  
 TU0460  ___________________________________________________________________
 TU0460  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU0460
 TU0460  VERT ORDER  -  FIRST     CLASS II
 TU0460
 TU0460.The horizontal coordinates were scaled from a topographic map and have
 TU0460.an estimated accuracy of +/- 6 seconds.
 TU0460
 TU0460.The orthometric height was key entered from printed documents
 TU0460.and not key verified.
 TU0460
 TU0460.The geoid height was determined by GEOID03.
 TU0460
 TU0460;                    North         East    Units  Estimated Accuracy
 TU0460;SPC HI 3     -    18,310.      513,890.      MT  (+/- 180 meters Scaled)
 TU0460
 TU0460                          SUPERSEDED SURVEY CONTROL
 TU0460
 TU0460.No superseded survey control is available for this station.
 TU0460
 TU0460_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ175593(NAD 83)
 TU0460_MARKER: DD = SURVEY DISK
 TU0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0460+STABILITY: SURFACE MOTION
 TU0460
 TU0460  HISTORY     - Date     Condition        Report By
 TU0460  HISTORY     - UNK      MONUMENTED
 TU0460  HISTORY     - 1963     GOOD             NGS
 TU0460  HISTORY     - 1973     GOOD             HI2400
 TU0460
 TU0460                          STATION DESCRIPTION
 TU0460
 TU0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0460'IN HONOLULU.
 TU0460'1.8 MILE AIRLINE NORTH OF THE FEDERAL BUILDING IN HONOLULU, AT THE
 TU0460'INTERSECTION OF THE CENTER LINES OF N. SCHOOL STREET AND HOUGHTAILING
 TU0460'STREET, AND PROJECTING ABOUT 1 INCH FROM THE TOP OF A 3-INCH DIAMETER,
 TU0460'CONCRETE POST THAT IS SET BELOW STREET SURFACE.  ACCESS TO THE MARK IS
 TU0460'HAD THROUGH A 7-INCH-DIAMETER, CAST-IRON COVER WITH THE WORDS STREET
 TU0460'SURVEY AND C AND C, EMBOSSED ON THE TOP.
 TU0460
 TU0460                          STATION RECOVERY (1973)
 TU0460
 TU0460'RECOVERY NOTE BY CITY OF HONOLULU HAWAII 1973
 TU0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0103 ***********************************************************************
 TU0103  DESIGNATION -  Q 1
 TU0103  PID         -  TU0103
 TU0103  STATE/COUNTY-  HI/HAWAII
 TU0103  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0103
 TU0103                         *CURRENT SURVEY CONTROL
 TU0103  ___________________________________________________________________
 TU0103* NAD 83(1986)-  19 26 12.     (N)    155 16 44.     (W)     SCALED    
 TU0103* LOCAL TIDAL -      1223.962  (meters)    4015.62   (feet)  ADJ UNCH  
 TU0103  ___________________________________________________________________
 TU0103  GEOID HEIGHT-          23.04  (meters)                     GEOID03
 TU0103
 TU0103  VERT ORDER  -  FIRST     CLASS II
 TU0103
 TU0103.The horizontal coordinates were scaled from a topographic map and have
 TU0103.an estimated accuracy of +/- 6 seconds.
 TU0103
 TU0103.The orthometric height was key entered from printed documents
 TU0103.and not key verified.
 TU0103
 TU0103.The geoid height was determined by GEOID03.
 TU0103
 TU0103;                    North         East    Units  Estimated Accuracy
 TU0103;SPC HI 1     -    66,800.      523,220.      MT  (+/- 180 meters Scaled)
 TU0103
 TU0103                          SUPERSEDED SURVEY CONTROL
 TU0103
 TU0103.No superseded survey control is available for this station.
 TU0103
 TU0103_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB607507(NAD 83)
 TU0103_MARKER: DB = BENCH MARK DISK
 TU0103_SETTING: 66 = SET IN ROCK OUTCROP
 TU0103_SP_SET: BEDROCK
 TU0103_STAMPING: Q 1 1926
 TU0103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0103+STABILITY: POSITION/ELEVATION WELL
 TU0103
 TU0103  HISTORY     - Date     Condition        Report By
 TU0103  HISTORY     - 1926     MONUMENTED       CGS
 TU0103  HISTORY     - 1967     GOOD             NGS
 TU0103  HISTORY     - 1975     MARK NOT FOUND   NGS
 TU0103
 TU0103                          STATION DESCRIPTION
 TU0103
 TU0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0103'14 MI SW FROM MOUNTAIN VIEW.
 TU0103'1.8 MILES WEST ON THE CRATER RIM ROAD FROM THE HAWAII VOLCANOES
 TU0103'NATIONAL PARK HEADQUARTERS, THENCE RIGHT 0.1 MILE.  THENCE RIGHT ON
 TU0103'STATE HIGHWAY 11, NORTHEAST, FOR 0.6 MILE TO CROSSROAD IN FRONT OF
 TU0103'KILAUEA MILITARY CAMP AND SIGN ON LEFT GOLF COURSE.  TURN LEFT AND GO
 TU0103'0.15 MILE TO FORK IN FRONT OF GOLF COURSE CLUB HOUSE.  TAKE LEFT FORK
 TU0103'AND GO 0.1 MILE TO ROUGH BETWEEN 14TH AND 15TH FAIRWAYS.  THE MARK IS
 TU0103'LOCATED IN THIS STRIP OF ROUGH, 160 FEET SOUTHEAST FROM THE ROAD, 98
 TU0103'FEET EAST-SOUTHEAST OF EDGE OF 15TH GREEN, 9 FEET IN THE ROUGH FROM
 TU0103'EDGE OF 14TH FAIRWAY, 30 FEET SOUTHWEST OF AN ACCESS STRIP CROSSING
 TU0103'ROUGH, 11 FEET EAST-SOUTHEAST OF A PROMINENT BLACK ROCK PROJECTING 1
 TU0103'FOOT 12 FEET SOUTHWEST FROM THE 3RD CEDAR TREE FROM THE NORTHEAST END
 TU0103'OF THE ROW OF CEDARS ALONG THE ROUGH, 195 FEET SOUTH OF OLD GATEPOST,
 TU0103'ABOUT 275 SOUTHWEST OF 14TH TEE, ABOUT 300 FEET SOUTH OF RANCH HOUSE,
 TU0103'AND CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.
 TU0103
 TU0103                          STATION RECOVERY (1975)
 TU0103
 TU0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 TU0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0694 ***********************************************************************
 TU0694  DESIGNATION -  Q 1002
 TU0694  PID         -  TU0694
 TU0694  STATE/COUNTY-  HI/KAUAI
 TU0694  USGS QUAD   -  KEKAHA (1983)
 TU0694
 TU0694                         *CURRENT SURVEY CONTROL
 TU0694  ___________________________________________________________________
 TU0694* NAD 83(1986)-  22 01 58.     (N)    159 47 02.     (W)     SCALED    
 TU0694* LOCAL TIDAL -         3.582  (meters)      11.75   (feet)  ADJ UNCH  
 TU0694  ___________________________________________________________________
 TU0694  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0694
 TU0694  VERT ORDER  -  SECOND    CLASS 0
 TU0694
 TU0694.The horizontal coordinates were scaled from a topographic map and have
 TU0694.an estimated accuracy of +/- 6 seconds.
 TU0694
 TU0694.The orthometric height was key entered from printed documents
 TU0694.and not key verified.
 TU0694
 TU0694.The geoid height was determined by GEOID03.
 TU0694
 TU0694;                    North         East    Units  Estimated Accuracy
 TU0694;SPC HI 4     -    22,110.      470,690.      MT  (+/- 180 meters Scaled)
 TU0694
 TU0694                          SUPERSEDED SURVEY CONTROL
 TU0694
 TU0694.No superseded survey control is available for this station.
 TU0694
 TU0694_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK191366(NAD 83)
 TU0694_MARKER: DB = BENCH MARK DISK
 TU0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0694_SP_SET: BUILDING
 TU0694_STAMPING: Q 1002 1967
 TU0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0694
 TU0694  HISTORY     - Date     Condition        Report By
 TU0694  HISTORY     - 1967     MONUMENTED       CGS
 TU0694
 TU0694                          STATION DESCRIPTION
 TU0694
 TU0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU0694'IN BARKING SANDS P.M.R.F..
 TU0694'0.15 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE MAIN GATE TO
 TU0694'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.2 MILE
 TU0694'SOUTHWEST ALONG THE RIGHT FORK, CEMENTED IN A DRILL HOLE IN THE FLOOR
 TU0694'OF ESSA WEATHER BUREAU BUILDING AND IS FLUSH WITH THE SURFACE OF THE
 TU0694'TILE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0336 ***********************************************************************
 TU0336  DESIGNATION -  Q 11
 TU0336  PID         -  TU0336
 TU0336  STATE/COUNTY-  HI/HONOLULU
 TU0336  USGS QUAD   -  KOKO HEAD (1983)
 TU0336
 TU0336                         *CURRENT SURVEY CONTROL
 TU0336  ___________________________________________________________________
 TU0336* NAD 83(1986)-  21 16 57.     (N)    157 40 40.     (W)     SCALED    
 TU0336* LOCAL TIDAL -        20.297  (meters)      66.59   (feet)  ADJ UNCH  
 TU0336  ___________________________________________________________________
 TU0336  GEOID HEIGHT-          15.32  (meters)                     GEOID03
 TU0336
 TU0336  VERT ORDER  -  FIRST     CLASS II
 TU0336
 TU0336.The horizontal coordinates were scaled from a topographic map and have
 TU0336.an estimated accuracy of +/- 6 seconds.
 TU0336
 TU0336.The orthometric height was key entered from printed documents
 TU0336.and not key verified.
 TU0336
 TU0336.The geoid height was determined by GEOID03.
 TU0336
 TU0336;                    North         East    Units  Estimated Accuracy
 TU0336;SPC HI 3     -    12,860.      533,440.      MT  (+/- 180 meters Scaled)
 TU0336
 TU0336                          SUPERSEDED SURVEY CONTROL
 TU0336
 TU0336.No superseded survey control is available for this station.
 TU0336
 TU0336_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ371539(NAD 83)
 TU0336_MARKER: DB = BENCH MARK DISK
 TU0336_SETTING: 66 = SET IN ROCK OUTCROP
 TU0336_SP_SET: ROCK SHELF
 TU0336_STAMPING: Q 11 1969
 TU0336_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0336+STABILITY: POSITION/ELEVATION WELL
 TU0336
 TU0336  HISTORY     - Date     Condition        Report By
 TU0336  HISTORY     - 1969     MONUMENTED       CGS
 TU0336
 TU0336                          STATION DESCRIPTION
 TU0336
 TU0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0336'6.3 MI S FROM WAIMANALO.
 TU0336'6.3 MILES SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0336'WAIMANALO, 0.1 MILE NORTH OF A JAPANESE MONUMENT WITH A LAVA ROCK WALL
 TU0336'ON THE SEAWARD SIDE OF THE HIGHWAY, ON THE NORTHEAST SIDE OF A RAVINE,
 TU0336'ON THE OUTSIDE OF A CURVE, IN THE TOP OF A ROCK SHELF, 35.0 FEET WEST
 TU0336'OF THE CENTER LINE OF THE HIGHWAY, 124 FEET SOUTHWEST OF A ROCK
 TU0336'RETAINING WALL OF THE HALONA BLOW HOLE VIEW POINT PARKING AREA, 17.5
 TU0336'FEET WEST OF THE WEST GUARDRAIL, 16 FEET NORTHEAST OF THE SOUTHWEST
 TU0336'EDGE OF THE ROCK SHELF, 8.9 FEET SOUTHWEST OF THE SOUTHWEST FACE OF A
 TU0336'ROCK BLUFF FORMING A SHELF, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0277 ***********************************************************************
 TU0277  DESIGNATION -  Q 12
 TU0277  PID         -  TU0277
 TU0277  STATE/COUNTY-  HI/HONOLULU
 TU0277  USGS QUAD   -  HONOLULU (1983)
 TU0277
 TU0277                         *CURRENT SURVEY CONTROL
 TU0277  ___________________________________________________________________
 TU0277* NAD 83(1986)-  21 18 52.     (N)    157 51 14.     (W)     SCALED    
 TU0277* LOCAL TIDAL -        15.120  (meters)      49.61   (feet)  ADJ UNCH  
 TU0277  ___________________________________________________________________
 TU0277  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0277
 TU0277  VERT ORDER  -  FIRST     CLASS II
 TU0277
 TU0277.The horizontal coordinates were scaled from a topographic map and have
 TU0277.an estimated accuracy of +/- 6 seconds.
 TU0277
 TU0277.The orthometric height was key entered from printed documents
 TU0277.and not key verified.
 TU0277
 TU0277.The geoid height was determined by GEOID03.
 TU0277
 TU0277;                    North         East    Units  Estimated Accuracy
 TU0277;SPC HI 3     -    16,370.      515,160.      MT  (+/- 180 meters Scaled)
 TU0277
 TU0277                          SUPERSEDED SURVEY CONTROL
 TU0277
 TU0277.No superseded survey control is available for this station.
 TU0277
 TU0277_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ188573(NAD 83)
 TU0277_MARKER: DB = BENCH MARK DISK
 TU0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0277_SP_SET: STORM DRAIN
 TU0277_STAMPING: Q 12 1969
 TU0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0277
 TU0277  HISTORY     - Date     Condition        Report By
 TU0277  HISTORY     - 1969     MONUMENTED       CGS
 TU0277  HISTORY     - 19990523 POOR             USPSQD
 TU0277
 TU0277                          STATION DESCRIPTION
 TU0277
 TU0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0277'IN HONOLULU.
 TU0277'AT HONOLULU, 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 61 FROM THE
 TU0277'INTERSECTION OF SOUTH BERETANIA STREET, AT THE JUNCTION OF SCHOOL
 TU0277'STREET, 51 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 TU0277'BOUND LANES OF THE HIGHWAY, 46 FEET NORTHEAST OF THE CENTER LINE OF
 TU0277'THE STREET, IN THE TOP OF THE NORTHEAST CORNER OF A STORM DRAIN, 42.4
 TU0277'FEET SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST CORNER OF THE CONCRETE
 TU0277'ABUTMENT OF AN OFF-RAMP OVER THE HIGHWAY, 26.5 FEET NORTH OF THE NORTH
 TU0277'CORNER OF A TRAFFICE CONTROL BOX, 10.9 FEET EAST OF THE CENTER OF A
 TU0277'24-INCH IRON MANHOLE COVER, AND ABOUT 1/2 FOOT HIGHER THAN THE
 TU0277'HIGHWAY.
 TU0277
 TU0277                          STATION RECOVERY (1999)
 TU0277
 TU0277'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0277'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0244 ***********************************************************************
 TU0244  DESIGNATION -  Q 13
 TU0244  PID         -  TU0244
 TU0244  STATE/COUNTY-  HI/HONOLULU
 TU0244  USGS QUAD   -  WAIPAHU (1983)
 TU0244
 TU0244                         *CURRENT SURVEY CONTROL
 TU0244  ___________________________________________________________________
 TU0244* NAD 83(1986)-  21 23 41.     (N)    157 59 19.     (W)     SCALED    
 TU0244* LOCAL TIDAL -        30.484  (meters)     100.01   (feet)  ADJ UNCH  
 TU0244  ___________________________________________________________________
 TU0244  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU0244
 TU0244  VERT ORDER  -  FIRST     CLASS II
 TU0244
 TU0244.The horizontal coordinates were scaled from a topographic map and have
 TU0244.an estimated accuracy of +/- 6 seconds.
 TU0244
 TU0244.The orthometric height was key entered from printed documents
 TU0244.and not key verified.
 TU0244
 TU0244.The geoid height was determined by GEOID03.
 TU0244
 TU0244;                    North         East    Units  Estimated Accuracy
 TU0244;SPC HI 3     -    25,250.      501,180.      MT  (+/- 180 meters Scaled)
 TU0244
 TU0244                          SUPERSEDED SURVEY CONTROL
 TU0244
 TU0244.No superseded survey control is available for this station.
 TU0244
 TU0244_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ048661(NAD 83)
 TU0244_MARKER: DB = BENCH MARK DISK
 TU0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0244_SP_SET: CONCRETE BASE
 TU0244_STAMPING: Q 13 1969
 TU0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0244
 TU0244  HISTORY     - Date     Condition        Report By
 TU0244  HISTORY     - 1969     MONUMENTED       CGS
 TU0244  HISTORY     - 19951019 GOOD             USPSQD
 TU0244
 TU0244                          STATION DESCRIPTION
 TU0244
 TU0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0244'1.35 MI W FROM PEARL CITY.
 TU0244'1.35 MILE WEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF WAIMANO
 TU0244'HOME ROAD AT PEARL CITY, IN THE CENTER OF THE CONCRETE BASE SUPPORTING
 TU0244'FOUR 48-INCH CONCRETE PILLARS FOR A HIGHWAY OVERPASS, 20.7 FEET
 TU0244'SOUTHEAST OF THE CENTER LINE OF THE SOUTHWEST BOUND LANES OF THE
 TU0244'HIGHWAY, 19.3 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST BOUND
 TU0244'LANES OF THE HIGHWAY, 9.0 FEET NORTHEAST OF THE NORTHEAST FACE OF THE
 TU0244'SECOND PILLAR NORTHEAST OF AN ISLAND, AND ABOUT 3 FEET HIGHER THAN THE
 TU0244'HIGHWAY.
 TU0244
 TU0244                          STATION RECOVERY (1995)
 TU0244
 TU0244'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0596 ***********************************************************************
 TU0596  DESIGNATION -  Q 14
 TU0596  PID         -  TU0596
 TU0596  STATE/COUNTY-  HI/HONOLULU
 TU0596  USGS QUAD   -  WAIANAE (1983)
 TU0596
 TU0596                         *CURRENT SURVEY CONTROL
 TU0596  ___________________________________________________________________
 TU0596* NAD 83(1986)-  21 28 54.     (N)    158 13 38.     (W)     SCALED    
 TU0596* LOCAL TIDAL -         7.605  (meters)      24.95   (feet)  ADJ UNCH  
 TU0596  ___________________________________________________________________
 TU0596  GEOID HEIGHT-          15.07  (meters)                     GEOID03
 TU0596
 TU0596  VERT ORDER  -  FIRST     CLASS II
 TU0596
 TU0596.The horizontal coordinates were scaled from a topographic map and have
 TU0596.an estimated accuracy of +/- 6 seconds.
 TU0596
 TU0596.The orthometric height was key entered from printed documents
 TU0596.and not key verified.
 TU0596
 TU0596.The geoid height was determined by GEOID03.
 TU0596
 TU0596;                    North         East    Units  Estimated Accuracy
 TU0596;SPC HI 3     -    34,890.      476,450.      MT  (+/- 180 meters Scaled)
 TU0596
 TU0596                          SUPERSEDED SURVEY CONTROL
 TU0596
 TU0596.No superseded survey control is available for this station.
 TU0596
 TU0596_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ800756(NAD 83)
 TU0596_MARKER: DB = BENCH MARK DISK
 TU0596_SETTING: 66 = SET IN ROCK OUTCROP
 TU0596_SP_SET: ROCK OUTCROP
 TU0596_STAMPING: Q 14 1969
 TU0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0596+STABILITY: POSITION/ELEVATION WELL
 TU0596
 TU0596  HISTORY     - Date     Condition        Report By
 TU0596  HISTORY     - 1969     MONUMENTED       CGS
 TU0596
 TU0596                          STATION DESCRIPTION
 TU0596
 TU0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0596'4.1 MI NW FROM WAIANAE.
 TU0596'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0596'WAIANAE, IN THE TOP OF A CORAL ROCK OUTCROP ALONG THE NORTHEAST SIDE
 TU0596'OF THE HIGHWAY, 25.7 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 TU0596'13.8 FEET NORTH OF THE NORTH CORNER OF HEAD WALL OF CULVERT 900C-3.25,
 TU0596'73 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 110, AND
 TU0596'ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0521 ***********************************************************************
 TU0521  DESIGNATION -  Q 15
 TU0521  PID         -  TU0521
 TU0521  STATE/COUNTY-  HI/HONOLULU
 TU0521  USGS QUAD   -  WAIMEA (1983)
 TU0521
 TU0521                         *CURRENT SURVEY CONTROL
 TU0521  ___________________________________________________________________
 TU0521* NAD 83(1986)-  21 38 33.     (N)    158 03 45.     (W)     SCALED    
 TU0521* LOCAL TIDAL -         6.474  (meters)      21.24   (feet)  ADJ UNCH  
 TU0521  ___________________________________________________________________
 TU0521  GEOID HEIGHT-          14.09  (meters)                     GEOID03
 TU0521
 TU0521  VERT ORDER  -  FIRST     CLASS II
 TU0521
 TU0521.The horizontal coordinates were scaled from a topographic map and have
 TU0521.an estimated accuracy of +/- 6 seconds.
 TU0521
 TU0521.The orthometric height was key entered from printed documents
 TU0521.and not key verified.
 TU0521
 TU0521.The geoid height was determined by GEOID03.
 TU0521
 TU0521;                    North         East    Units  Estimated Accuracy
 TU0521;SPC HI 3     -    52,690.      493,530.      MT  (+/- 180 meters Scaled)
 TU0521
 TU0521                          SUPERSEDED SURVEY CONTROL
 TU0521
 TU0521.No superseded survey control is available for this station.
 TU0521
 TU0521_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ970935(NAD 83)
 TU0521_MARKER: DB = BENCH MARK DISK
 TU0521_SETTING: 66 = SET IN ROCK OUTCROP
 TU0521_SP_SET: ROCK CUT
 TU0521_STAMPING: Q 15 1969
 TU0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0521+STABILITY: POSITION/ELEVATION WELL
 TU0521
 TU0521  HISTORY     - Date     Condition        Report By
 TU0521  HISTORY     - 1969     MONUMENTED       CGS
 TU0521  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0521
 TU0521                          STATION DESCRIPTION
 TU0521
 TU0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0521'5.4 MI NE FROM HALEIWA.
 TU0521'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0521'HALEIWA, AT THE BASE OF A ROCK CUT ALONG THE NORTHEAST SIDE OF THE
 TU0521'HIGHWAY, IN THE TOP OF A PROJECTION OF A LAVA OUTCROP, 25.2 FEET
 TU0521'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17.7 FEET SOUTHEAST OF A
 TU0521'NO PARKING SIGN, AND ABOUT LEVEL WITH THE HIGHWAY.
 TU0521
 TU0521                          STATION RECOVERY (2006)
 TU0521
 TU0521'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0521'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0489 ***********************************************************************
 TU0489  DESIGNATION -  Q 16
 TU0489  PID         -  TU0489
 TU0489  STATE/COUNTY-  HI/HONOLULU
 TU0489  USGS QUAD   -  KAHANA (1983)
 TU0489
 TU0489                         *CURRENT SURVEY CONTROL
 TU0489  ___________________________________________________________________
 TU0489* NAD 83(1986)-  21 35 30.     (N)    157 53 44.     (W)     SCALED    
 TU0489* LOCAL TIDAL -         2.124  (meters)       6.97   (feet)  ADJ UNCH  
 TU0489  ___________________________________________________________________
 TU0489  GEOID HEIGHT-          14.51  (meters)                     GEOID03
 TU0489
 TU0489  VERT ORDER  -  FIRST     CLASS II
 TU0489
 TU0489.The horizontal coordinates were scaled from a topographic map and have
 TU0489.an estimated accuracy of +/- 6 seconds.
 TU0489
 TU0489.The orthometric height was key entered from printed documents
 TU0489.and not key verified.
 TU0489
 TU0489.The geoid height was determined by GEOID03.
 TU0489
 TU0489;                    North         East    Units  Estimated Accuracy
 TU0489;SPC HI 3     -    47,060.      510,820.      MT  (+/- 180 meters Scaled)
 TU0489
 TU0489                          SUPERSEDED SURVEY CONTROL
 TU0489
 TU0489.No superseded survey control is available for this station.
 TU0489
 TU0489_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ143880(NAD 83)
 TU0489_MARKER: DB = BENCH MARK DISK
 TU0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0489_SP_SET: CULVERT
 TU0489_STAMPING: Q 16 1969
 TU0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0489
 TU0489  HISTORY     - Date     Condition        Report By
 TU0489  HISTORY     - 1969     MONUMENTED       CGS
 TU0489
 TU0489                          STATION DESCRIPTION
 TU0489
 TU0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0489'2.5 MI SE FROM HAUULA.
 TU0489'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0489'HAUULA, 5.15 MILES NORTHWEST OF KAAAWA, IN THE TOP AND 0.8 FOOT
 TU0489'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF
 TU0489'A 4- BY 6-FOOT CONCRETE BOX CULVERT, 12.8 FEET NORTHEAST OF THE CENTER
 TU0489'LINE OF THE HIGHWAY, 59 FEET EAST AND ACROSS THE HIGHWAY FROM POWER
 TU0489'POLE 408, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0074 ***********************************************************************
 TU0074  DESIGNATION -  Q 20
 TU0074  PID         -  TU0074
 TU0074  STATE/COUNTY-  HI/HAWAII
 TU0074  USGS QUAD   -  PUU MAKAALA (1981)
 TU0074
 TU0074                         *CURRENT SURVEY CONTROL
 TU0074  ___________________________________________________________________
 TU0074* NAD 83(1986)-  19 29 56.     (N)    155 08 39.     (W)     SCALED    
 TU0074* LOCAL TIDAL -       671.578  (meters)    2203.34   (feet)  ADJ UNCH  
 TU0074  ___________________________________________________________________
 TU0074  GEOID HEIGHT-          20.45  (meters)                     GEOID03
 TU0074
 TU0074  VERT ORDER  -  FIRST     CLASS I
 TU0074
 TU0074.The horizontal coordinates were scaled from a topographic map and have
 TU0074.an estimated accuracy of +/- 6 seconds.
 TU0074
 TU0074.The orthometric height was key entered from printed documents
 TU0074.and not key verified.
 TU0074
 TU0074.The geoid height was determined by GEOID03.
 TU0074
 TU0074;                    North         East    Units  Estimated Accuracy
 TU0074;SPC HI 1     -    73,710.      537,350.      MT  (+/- 180 meters Scaled)
 TU0074
 TU0074                          SUPERSEDED SURVEY CONTROL
 TU0074
 TU0074.No superseded survey control is available for this station.
 TU0074
 TU0074_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB749574(NAD 83)
 TU0074_MARKER: DB = BENCH MARK DISK
 TU0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0074_SP_SET: CULVERT
 TU0074_STAMPING: Q 20 1975
 TU0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0074
 TU0074  HISTORY     - Date     Condition        Report By
 TU0074  HISTORY     - 1975     MONUMENTED       NGS
 TU0074
 TU0074                          STATION DESCRIPTION
 TU0074
 TU0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0074'4.45 MI SW FROM MOUNTAIN VIEW.
 TU0074'4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 TU0074'MOUNTAIN VIEW, 0.60 MILE SOUTHWEST OF MILEPOST 20, IN TOP OF THE SOUTH
 TU0074'END OF THE WEST CONCRETE HEADWALL FOR A LARGE PIPE CULVERT THAT
 TU0074'APPEARS TO SETTING ON LAVA BEDROCK, 142.6 FEET SOUTH OF THE CENTERLINE
 TU0074'OF A PAVED ROAD WEST TO GLENWOOD GARDENS, 25.0 FEET WEST OF THE
 TU0074'CENTERLINE OF ST. HWY. 11, AND ABOUT LEVEL WITH HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0864 ***********************************************************************
 TU0864  DESIGNATION -  Q 22
 TU0864  PID         -  TU0864
 TU0864  STATE/COUNTY-  HI/MAUI
 TU0864  USGS QUAD   -  PUU O KALI (1992)
 TU0864
 TU0864                         *CURRENT SURVEY CONTROL
 TU0864  ___________________________________________________________________
 TU0864* NAD 83(1986)-  20 43 39.     (N)    156 26 59.     (W)     SCALED    
 TU0864* LOCAL TIDAL -         4.507  (meters)      14.79   (feet)  ADJUSTED  
 TU0864  ___________________________________________________________________
 TU0864  GEOID HEIGHT-          16.63  (meters)                     GEOID03
 TU0864
 TU0864  VERT ORDER  -  FIRST     CLASS I
 TU0864
 TU0864.The horizontal coordinates were scaled from a topographic map and have
 TU0864.an estimated accuracy of +/- 6 seconds.
 TU0864
 TU0864.The orthometric height was determined by differential leveling
 TU0864.and adjusted by the National Geodetic Survey in December 2003..
 TU0864
 TU0864.The geoid height was determined by GEOID03.
 TU0864
 TU0864;                    North         East    Units  Estimated Accuracy
 TU0864;SPC HI 2     -    43,650.      522,600.      MT  (+/- 180 meters Scaled)
 TU0864
 TU0864                          SUPERSEDED SURVEY CONTROL
 TU0864
 TU0864.No superseded survey control is available for this station.
 TU0864
 TU0864_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH655940(NAD 83)
 TU0864_MARKER: DV = VERTICAL CONTROL DISK
 TU0864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0864_SP_SET: BRIDGE ABUTMENT ON LAVA FLOW
 TU0864_STAMPING: Q 22 1979
 TU0864_MARK LOGO: NGS   
 TU0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0864
 TU0864  HISTORY     - Date     Condition        Report By
 TU0864  HISTORY     - 1979     MONUMENTED       NGS
 TU0864
 TU0864                          STATION DESCRIPTION
 TU0864
 TU0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0864'1.7 MI SOUTH FROM KIHEI.
 TU0864'1.7 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE IN KIHEI,
 TU0864'SET IN THE TOP OF THE SOUTHWEST BRIDGE ABUTMENT OF THE CHARLIE YOUNG
 TU0864'BRIDGE, 15 FEET WEST OF THE CENTER OF THE HIGHWAY, AND 1.5 FEET WEST
 TU0864'OF THE SOUTHWEST END OF THE BRIDGE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0900 ***********************************************************************
 TU0900  DESIGNATION -  Q 23
 TU0900  PID         -  TU0900
 TU0900  STATE/COUNTY-  HI/MAUI
 TU0900  USGS QUAD   -  PUU O KALI (1992)
 TU0900
 TU0900                         *CURRENT SURVEY CONTROL
 TU0900  ___________________________________________________________________
 TU0900* NAD 83(1986)-  20 43 57.     (N)    156 20 11.     (W)     SCALED    
 TU0900* LOCAL TIDAL -       916.560  (meters)    3007.08   (feet)  ADJUSTED  
 TU0900  ___________________________________________________________________
 TU0900  GEOID HEIGHT-          17.37  (meters)                     GEOID03
 TU0900
 TU0900  VERT ORDER  -  FIRST     CLASS I
 TU0900
 TU0900.The horizontal coordinates were scaled from a topographic map and have
 TU0900.an estimated accuracy of +/- 6 seconds.
 TU0900
 TU0900.The orthometric height was determined by differential leveling
 TU0900.and adjusted by the National Geodetic Survey in December 2003..
 TU0900
 TU0900.The geoid height was determined by GEOID03.
 TU0900
 TU0900;                    North         East    Units  Estimated Accuracy
 TU0900;SPC HI 2     -    44,230.      534,400.      MT  (+/- 180 meters Scaled)
 TU0900
 TU0900                          SUPERSEDED SURVEY CONTROL
 TU0900
 TU0900.No superseded survey control is available for this station.
 TU0900
 TU0900_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH773948(NAD 83)
 TU0900_MARKER: DV = VERTICAL CONTROL DISK
 TU0900_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0900_SP_SET: BRIDGE ABUTMENT
 TU0900_STAMPING: Q 23 1979
 TU0900_MARK LOGO: NGS   
 TU0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0900
 TU0900  HISTORY     - Date     Condition        Report By
 TU0900  HISTORY     - 1979     MONUMENTED       NGS
 TU0900
 TU0900                          STATION DESCRIPTION
 TU0900
 TU0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0900'2.1 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE KEALAHOU SCHOOL IN
 TU0900'WAIAKOA, SET IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT OVER
 TU0900'KAAKAULNA GULCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0184 ***********************************************************************
 TU0184  DESIGNATION -  Q 5
 TU0184  PID         -  TU0184
 TU0184  STATE/COUNTY-  HI/MAUI
 TU0184  USGS QUAD   -  WAILUKU (1997)
 TU0184
 TU0184                         *CURRENT SURVEY CONTROL
 TU0184  ___________________________________________________________________
 TU0184* NAD 83(1986)-  20 49 55.     (N)    156 27 57.     (W)     SCALED    
 TU0184* LOCAL TIDAL -        32.758  (meters)     107.47   (feet)  ADJ UNCH  
 TU0184  ___________________________________________________________________
 TU0184  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU0184
 TU0184  VERT ORDER  -  FIRST     CLASS II
 TU0184
 TU0184.The horizontal coordinates were scaled from a topographic map and have
 TU0184.an estimated accuracy of +/- 6 seconds.
 TU0184
 TU0184.The orthometric height was key entered from printed documents
 TU0184.and not key verified.
 TU0184
 TU0184.The geoid height was determined by GEOID03.
 TU0184
 TU0184;                    North         East    Units  Estimated Accuracy
 TU0184;SPC HI 2     -    55,210.      520,900.      MT  (+/- 180 meters Scaled)
 TU0184
 TU0184                          SUPERSEDED SURVEY CONTROL
 TU0184
 TU0184.No superseded survey control is available for this station.
 TU0184
 TU0184_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ637056(NAD 83)
 TU0184_MARKER: DB = BENCH MARK DISK
 TU0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0184_STAMPING: Q 5 1950
 TU0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0184+STABILITY: SURFACE MOTION
 TU0184
 TU0184  HISTORY     - Date     Condition        Report By
 TU0184  HISTORY     - 1950     MONUMENTED       CGS
 TU0184  HISTORY     - 1968     GOOD             NGS
 TU0184  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0184
 TU0184                          STATION DESCRIPTION
 TU0184
 TU0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0184'4.4 MI S FROM KAHULUI.
 TU0184'4.4 MILES SOUTH ON STATE HIGHWAY 35 FROM THE KAHULUI SHOPPING CENTER,
 TU0184'ON LEFT, EAST, SIDE OF HIGHWAY, 88 YARDS SOUTH OF INTERSECTION OF
 TU0184'STATE HIGHWAY 35 AND 35 ALTERNATE, 36.0 FEET EAST OF CENTER LINE OF
 TU0184'HIGHWAY, 5-1/2 FEET EAST OF FENCE LINE, 45.0 FEET EAST OF THE CENTER
 TU0184'OF A 2 X 2-FOOT MANHOLE COVER IN THE SOUTHBOUND LANE OF THE HIGHWAY, 3
 TU0184'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 3 X 5-FOOT, CONCRETE PAD,
 TU0184'1 FOOT SOUTHWEST OF A WHITE WITNESS POST, AND SET IN THE TOP OF A
 TU0184'10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND AND
 TU0184'PAINTED YELLOW.
 TU0184
 TU0184                          STATION RECOVERY (1981)
 TU0184
 TU0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0185 ***********************************************************************
 TU0185  DESIGNATION -  Q 5 RESET 1968
 TU0185  PID         -  TU0185
 TU0185  STATE/COUNTY-  HI/MAUI
 TU0185  USGS QUAD   -  WAILUKU (1997)
 TU0185
 TU0185                         *CURRENT SURVEY CONTROL
 TU0185  ___________________________________________________________________
 TU0185* NAD 83(1986)-  20 49 55.     (N)    156 27 44.     (W)     SCALED    
 TU0185* LOCAL TIDAL -        35.647  (meters)     116.95   (feet)  ADJUSTED  
 TU0185  ___________________________________________________________________
 TU0185  GEOID HEIGHT-          16.26  (meters)                     GEOID03
 TU0185
 TU0185  VERT ORDER  -  FIRST     CLASS I
 TU0185
 TU0185.The horizontal coordinates were scaled from a topographic map and have
 TU0185.an estimated accuracy of +/- 6 seconds.
 TU0185
 TU0185.The orthometric height was determined by differential leveling
 TU0185.and adjusted by the National Geodetic Survey in December 2003..
 TU0185
 TU0185.The geoid height was determined by GEOID03.
 TU0185
 TU0185;                    North         East    Units  Estimated Accuracy
 TU0185;SPC HI 2     -    55,210.      521,280.      MT  (+/- 180 meters Scaled)
 TU0185
 TU0185                          SUPERSEDED SURVEY CONTROL
 TU0185
 TU0185.No superseded survey control is available for this station.
 TU0185
 TU0185_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ641056(NAD 83)
 TU0185_MARKER: DB = BENCH MARK DISK
 TU0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0185_SP_SET: FOUNDATION
 TU0185_STAMPING: Q 5 RESET 1968
 TU0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0185
 TU0185  HISTORY     - Date     Condition        Report By
 TU0185  HISTORY     - 1968     MONUMENTED       CGS
 TU0185  HISTORY     - 1979     GOOD             NGS
 TU0185
 TU0185                          STATION DESCRIPTION
 TU0185
 TU0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0185'4 MI S FROM KAHULUI.
 TU0185'4.4 MILES SOUTH ON STATE HIGHWAY 35 FROM THE KAHULUI SHOPPING CENTER,
 TU0185'TO CROSSROAD AT INTERSECTION OF HIGHWAY 35 ALTERNATE, THENCE LEFT 0.2
 TU0185'MILE ON MACADAM ROAD TO SITE OF RADIO INSTALLATION OF THE NATIONAL
 TU0185'BUREAU OF STANDARDS ON RIGHT.  91.5 FEET SOUTH OF CENTER LINE OF ROAD,
 TU0185'94.5 FEET SOUTHEAST OF POWER POLE NO. 3, 100 FEET NORTHWEST OF AN
 TU0185'ANTENNA MAST, 109 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 TU0185'RADIO BUILDING, AND CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 TU0185'OF AN 8 X 18-FOOT, CONCRETE FOUNDATION THAT PROJECTS 16 INCHES ABOVE
 TU0185'GROUND AND HAS SOME LARGE PIPES PROJECTING FROM IT.  NOTE-- BENCH MARK
 TU0185'Q 5 1950 IS LIABLE TO BE DESTROYED BY DEVELOPMENT OF THE OLD PUUNENE
 TU0185'AIRPORT INTO CANE FIELDS.
 TU0185
 TU0185                          STATION RECOVERY (1979)
 TU0185
 TU0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1360 ***********************************************************************
 TU1360  DESIGNATION -  QUARANTINE FLAGSTAFF
 TU1360  PID         -  TU1360
 TU1360  STATE/COUNTY-  HI/HONOLULU
 TU1360  USGS QUAD   -  HONOLULU (1983)
 TU1360
 TU1360                         *CURRENT SURVEY CONTROL
 TU1360  ___________________________________________________________________
 TU1360* NAD 83(1993)-  21 18 21.93683(N)    157 52 35.74029(W)     ADJUSTED  
 TU1360* LOCAL TIDAL -                                                        
 TU1360  ___________________________________________________________________
 TU1360  EPOCH DATE  -        1993.62
 TU1360  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 TU1360  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1360
 TU1360  HORZ ORDER  -  THIRD
 TU1360
 TU1360.The horizontal coordinates were established by classical geodetic methods
 TU1360.and adjusted by the National Geodetic Survey in December 1998..
 TU1360.The horizontal coordinates are valid at the epoch date displayed above.
 TU1360.The epoch date for horizontal control is a decimal equivalence
 TU1360.of Year/Month/Day.
 TU1360
 TU1360
 TU1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1360
 TU1360.The geoid height was determined by GEOID03.
 TU1360
 TU1360;                    North         East     Units Scale Factor Converg.
 TU1360;SPC HI 3     -    15,442.218   512,804.055   MT  0.99999203   +0 02 41.4
 TU1360;UTM  04      - 2,356,439.559   616,520.037   MT  0.99976777   +0 24 29.6
 TU1360
 TU1360                          SUPERSEDED SURVEY CONTROL
 TU1360
 TU1360  NAD 83(1986)-  21 18 21.88592(N)    157 52 35.75075(W) AD(       ) 4
 TU1360  OLD HI      -  21 18 33.27500(N)    157 52 45.59900(W) AD(       ) 3
 TU1360
 TU1360.Superseded values are not recommended for survey control.
 TU1360.NGS no longer adjusts projects to the OLD HI datum.
 TU1360.See file dsdata.txt to determine how the superseded data were derived.
 TU1360
 TU1360_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1652056440(NAD 83)
 TU1360
 TU1360  HISTORY     - Date     Condition        Report By
 TU1360  HISTORY     - UNK      MONUMENTED
 TU1360  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1360  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1360
 TU1360                          STATION DESCRIPTION
 TU1360
 TU1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1360'STATION IS GONE.
 TU1360
 TU1360                          STATION RECOVERY (1999)
 TU1360
 TU1360'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1362 ***********************************************************************
 TU1362  DESIGNATION -  QUARANTINE ISLAND FLAGSTAFF
 TU1362  PID         -  TU1362
 TU1362  STATE/COUNTY-  HI/HONOLULU
 TU1362  USGS QUAD   -  HONOLULU (1983)
 TU1362
 TU1362                         *CURRENT SURVEY CONTROL
 TU1362  ___________________________________________________________________
 TU1362* NAD 83(1993)-  21 18 24.94962(N)    157 52 36.78290(W)     ADJUSTED  
 TU1362* LOCAL TIDAL -                                                        
 TU1362  ___________________________________________________________________
 TU1362  EPOCH DATE  -        1993.62
 TU1362  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 TU1362  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1362
 TU1362  HORZ ORDER  -  THIRD
 TU1362
 TU1362.The horizontal coordinates were established by classical geodetic methods
 TU1362.and adjusted by the National Geodetic Survey in December 1998..
 TU1362.The horizontal coordinates are valid at the epoch date displayed above.
 TU1362.The epoch date for horizontal control is a decimal equivalence
 TU1362.of Year/Month/Day.
 TU1362
 TU1362
 TU1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1362
 TU1362.The geoid height was determined by GEOID03.
 TU1362
 TU1362;                    North         East     Units Scale Factor Converg.
 TU1362;SPC HI 3     -    15,534.854   512,773.934   MT  0.99999202   +0 02 41.0
 TU1362;UTM  04      - 2,356,531.982   616,489.335   MT  0.99976768   +0 24 29.3
 TU1362
 TU1362                          SUPERSEDED SURVEY CONTROL
 TU1362
 TU1362  NAD 83(1986)-  21 18 24.89865(N)    157 52 36.79228(W) AD(       ) 4
 TU1362  OLD HI      -  21 18 36.28000(N)    157 52 46.67500(W) AD(       ) 3
 TU1362
 TU1362.Superseded values are not recommended for survey control.
 TU1362.NGS no longer adjusts projects to the OLD HI datum.
 TU1362.See file dsdata.txt to determine how the superseded data were derived.
 TU1362
 TU1362_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1648956532(NAD 83)
 TU1362
 TU1362  HISTORY     - Date     Condition        Report By
 TU1362  HISTORY     - UNK      MONUMENTED
 TU1362  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1362  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1362  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1362
 TU1362                          STATION DESCRIPTION
 TU1362
 TU1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (JHP)
 TU1362'IN SOUTHEASTERN OAHU, ON WEST SIDE OF ENTRANCE TO HONOLULU HARBOR,
 TU1362'ON QUARANTINE ISLAND, IN THE EAST END OF A DENSE GROVE OF IRONWOOD
 TU1362'TREES, THE FLAGSTAFF OF THE UNITED STATES PUBLIC HEALTH SERVICE
 TU1362'STATION.
 TU1362
 TU1362                          STATION RECOVERY (1964)
 TU1362
 TU1362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1362'STATION IS GONE.  THE QUARANTINE STATION IS NOW AT FORT AMRSTRONG
 TU1362'AT THE EAST SIDE OF THE HONOLULU HARBOR ENTRANCE.
 TU1362
 TU1362                          STATION RECOVERY (1999)
 TU1362
 TU1362'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3148 ***********************************************************************
 TU3148  DESIGNATION -  QUICK
 TU3148  PID         -  TU3148
 TU3148  STATE/COUNTY-  HI/MAUI
 TU3148  USGS QUAD   -  
 TU3148
 TU3148                         *CURRENT SURVEY CONTROL
 TU3148  ___________________________________________________________________
 TU3148* NAD 83(1993)-  20 32 14.69179(N)    156 34 57.70111(W)     ADJUSTED  
 TU3148* LOCAL TIDAL -       345.     (meters)    1132.     (feet)  SCALED    
 TU3148  ___________________________________________________________________
 TU3148  EPOCH DATE  -        1993.62
 TU3148  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 TU3148  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU3148
 TU3148  HORZ ORDER  -  THIRD
 TU3148
 TU3148.The horizontal coordinates were established by classical geodetic methods
 TU3148.and adjusted by the National Geodetic Survey in December 1998..
 TU3148.The horizontal coordinates are valid at the epoch date displayed above.
 TU3148.The epoch date for horizontal control is a decimal equivalence
 TU3148.of Year/Month/Day.
 TU3148
 TU3148.The orthometric height was scaled from a topographic map.
 TU3148
 TU3148.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3148
 TU3148.The geoid height was determined by GEOID03.
 TU3148
 TU3148;                    North         East     Units Scale Factor Converg.
 TU3148;SPC HI 2     -    22,595.265   508,756.920   MT  0.99996761   +0 01 46.1
 TU3148;UTM  04      - 2,272,819.476   752,050.306   MT  1.00038522   +0 50 54.5
 TU3148
 TU3148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3148!SPC HI 2     -   0.99994330  x   0.99996761  =   0.99991091
 TU3148!UTM  04      -   0.99994330  x   1.00038522  =   1.00032850
 TU3148
 TU3148:                Primary Azimuth Mark                     Grid Az
 TU3148:SPC HI 2     -  KAHOOLAWE 1871                           352 12 14.5
 TU3148:UTM  04      -  KAHOOLAWE 1871                           351 23 06.1
 TU3148
 TU3148|---------------------------------------------------------------------|
 TU3148| PID    Reference Object                     Distance      Geod. Az  |
 TU3148|                                                           dddmmss.s |
 TU3148| TU3150 KAHOOLAWE 1871                      APPROX. 3.1 KM 3521400.6 |
 TU3148|---------------------------------------------------------------------|
 TU3148
 TU3148                          SUPERSEDED SURVEY CONTROL
 TU3148
 TU3148  NAD 83(1986)-  20 32 14.67799(N)    156 34 57.67984(W) AD(       ) 3
 TU3148  OLD HI      -  20 32 26.06800(N)    156 35 07.81400(W) AD(       ) 3
 TU3148
 TU3148.Superseded values are not recommended for survey control.
 TU3148.NGS no longer adjusts projects to the OLD HI datum.
 TU3148.See file dsdata.txt to determine how the superseded data were derived.
 TU3148
 TU3148_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5205072819(NAD 83)
 TU3148_MARKER: W = UNMONUMENTED
 TU3148_SETTING: 0 = UNSPECIFIED SETTING
 TU3148
 TU3148  HISTORY     - Date     Condition        Report By
 TU3148  HISTORY     - 1904     MONUMENTED       CGS
 TU3148  HISTORY     - 1963     MARK NOT FOUND   CGS
 TU3148
 TU3148                          STATION DESCRIPTION
 TU3148
 TU3148'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3148'IN THE SOUTHEASTERN PART OF KAHOOLAWE, ON A BARE RED HILL.  MARKED
 TU3148'ONLY BY A 2 BY 4 INCH POLE SIGNAL.
 TU3148
 TU3148                          STATION RECOVERY (1963)
 TU3148
 TU3148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3148'A PIPE DRIVEN INTO THE GROUND, AND AN OLD 2 X 4 LAYING NEARBY, WERE
 TU3148'FOUND IN THE APPROXIMATE LOCATION OF THE STATION.  THERE IS NO
 TU3148'POSITIVE INDICATION THAT THIS IS THE CORRECT POINT AND THE STATION
 TU3148'SHOULD BE CONSIDERED LOST.  A NEW STATION, KANELOA, WAS
 TU3148'ESTABLISHED ABOUT 400 YARDS SOUTHEAST OF THIS POINT.  SEE
 TU3148'DESCRIPTION FOR THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0461 ***********************************************************************
 TU0461  DESIGNATION -  R
 TU0461  PID         -  TU0461
 TU0461  STATE/COUNTY-  HI/HONOLULU
 TU0461  USGS QUAD   -  HONOLULU (1983)
 TU0461
 TU0461                         *CURRENT SURVEY CONTROL
 TU0461  ___________________________________________________________________
 TU0461* NAD 83(1986)-  21 20 11.     (N)    157 52 10.     (W)     SCALED    
 TU0461* LOCAL TIDAL -        32.603  (meters)     106.97   (feet)  ADJ UNCH  
 TU0461  ___________________________________________________________________
 TU0461  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU0461
 TU0461  VERT ORDER  -  FIRST     CLASS II
 TU0461
 TU0461.The horizontal coordinates were scaled from a topographic map and have
 TU0461.an estimated accuracy of +/- 6 seconds.
 TU0461
 TU0461.The orthometric height was key entered from printed documents
 TU0461.and not key verified.
 TU0461
 TU0461.The geoid height was determined by GEOID03.
 TU0461
 TU0461;                    North         East    Units  Estimated Accuracy
 TU0461;SPC HI 3     -    18,800.      513,540.      MT  (+/- 180 meters Scaled)
 TU0461
 TU0461                          SUPERSEDED SURVEY CONTROL
 TU0461
 TU0461.No superseded survey control is available for this station.
 TU0461
 TU0461_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ172597(NAD 83)
 TU0461_MARKER: DD = SURVEY DISK
 TU0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0461+STABILITY: SURFACE MOTION
 TU0461
 TU0461  HISTORY     - Date     Condition        Report By
 TU0461  HISTORY     - UNK      MONUMENTED
 TU0461  HISTORY     - 1963     GOOD             NGS
 TU0461  HISTORY     - 1973     GOOD             HI2400
 TU0461
 TU0461                          STATION DESCRIPTION
 TU0461
 TU0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0461'IN HONOLULU.
 TU0461'2.2 MILES AIRLINE NORTH OF THE FEDERAL BUILDING IN HONOLULU, AT THE
 TU0461'INTERSECTION OF N. SCHOOL STREET AND KALIHI STREET (LIKELIKE HIGHWAY).
 TU0461'ON THE CENTER LINE OF N. SCHOOL STREET AND ON A LINE BETWEEN TWO
 TU0461'TRAFFIC SIGNAL POLES WHICH SET ON THE MEDIAN STRIP OF LIKELIKE
 TU0461'HIGHWAY, ONE ON EACH SIDE OF SCHOOL STREET.  THE MARK PROJECTS ABOUT 1
 TU0461'INCH FROM THE TOP OF A 3-INCH-DIAMETER, CONCRETE POST THAT IS SET
 TU0461'BELOW STREET SURFACE.  ACCESS TO THE MARK IS HAD THROUGH A
 TU0461'7-INCH-DIAMETER, CAST-IRON COVER WITH THE WORDS STREET SURVEY EMBOSSED
 TU0461'ON THE TOP.
 TU0461
 TU0461                          STATION RECOVERY (1973)
 TU0461
 TU0461'RECOVERY NOTE BY CITY OF HONOLULU HAWAII 1973
 TU0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0340 ***********************************************************************
 TU0340  DESIGNATION -  R 11
 TU0340  PID         -  TU0340
 TU0340  STATE/COUNTY-  HI/HONOLULU
 TU0340  USGS QUAD   -  KOKO HEAD (1983)
 TU0340
 TU0340                         *CURRENT SURVEY CONTROL
 TU0340  ___________________________________________________________________
 TU0340* NAD 83(1986)-  21 17 37.     (N)    157 39 41.     (W)     SCALED    
 TU0340* LOCAL TIDAL -         5.762  (meters)      18.90   (feet)  ADJ UNCH  
 TU0340  ___________________________________________________________________
 TU0340  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU0340
 TU0340  VERT ORDER  -  FIRST     CLASS II
 TU0340
 TU0340.The horizontal coordinates were scaled from a topographic map and have
 TU0340.an estimated accuracy of +/- 6 seconds.
 TU0340
 TU0340.The orthometric height was key entered from printed documents
 TU0340.and not key verified.
 TU0340
 TU0340.The geoid height was determined by GEOID03.
 TU0340
 TU0340;                    North         East    Units  Estimated Accuracy
 TU0340;SPC HI 3     -    14,090.      535,140.      MT  (+/- 180 meters Scaled)
 TU0340
 TU0340                          SUPERSEDED SURVEY CONTROL
 TU0340
 TU0340.No superseded survey control is available for this station.
 TU0340
 TU0340_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ388552(NAD 83)
 TU0340_MARKER: DB = BENCH MARK DISK
 TU0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0340_SP_SET: BASE
 TU0340_STAMPING: R 11 1969
 TU0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0340
 TU0340  HISTORY     - Date     Condition        Report By
 TU0340  HISTORY     - 1969     MONUMENTED       CGS
 TU0340
 TU0340                          STATION DESCRIPTION
 TU0340
 TU0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0340'4.8 MI SE FROM WAIMANALO.
 TU0340'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0340'WAIMANALO, 0.25 MILE SOUTHEAST OF THE ENTRANCE TO THE HAWAII KAI GOLF
 TU0340'COURSE, IN THE TOP OF THE NORTH END OF THE LOWER STEP OF THE EAST
 TU0340'CONCRETE HEAD WALL OF A BRIDGE OVER WAWAMALU CREEK, 20.7 FEET EAST OF
 TU0340'THE CENTER LINE OF THE HIGHWAY, 6.3 FEET SOUTH OF THE CONCRETE BASE OF
 TU0340'THE ABNISTER ALONG THE EAST SIDE OF THE BRIDGE, 7.8 FEET SOUTH OF THE
 TU0340'FIRST CONCRETE POST OF THE GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE
 TU0340'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0399 ***********************************************************************
 TU0399  DESIGNATION -  R 12
 TU0399  PID         -  TU0399
 TU0399  STATE/COUNTY-  HI/HONOLULU
 TU0399  USGS QUAD   -  HONOLULU (1983)
 TU0399
 TU0399                         *CURRENT SURVEY CONTROL
 TU0399  ___________________________________________________________________
 TU0399* NAD 83(1986)-  21 20 58.     (N)    157 49 31.     (W)     SCALED    
 TU0399* LOCAL TIDAL -       210.315  (meters)     690.01   (feet)  ADJ UNCH  
 TU0399  ___________________________________________________________________
 TU0399  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU0399
 TU0399  VERT ORDER  -  FIRST     CLASS II
 TU0399
 TU0399.The horizontal coordinates were scaled from a topographic map and have
 TU0399.an estimated accuracy of +/- 6 seconds.
 TU0399
 TU0399.The orthometric height was key entered from printed documents
 TU0399.and not key verified.
 TU0399
 TU0399.The geoid height was determined by GEOID03.
 TU0399
 TU0399;                    North         East    Units  Estimated Accuracy
 TU0399;SPC HI 3     -    20,250.      518,120.      MT  (+/- 180 meters Scaled)
 TU0399
 TU0399                          SUPERSEDED SURVEY CONTROL
 TU0399
 TU0399.No superseded survey control is available for this station.
 TU0399
 TU0399_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ218612(NAD 83)
 TU0399_MARKER: DB = BENCH MARK DISK
 TU0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0399_SP_SET: CULVERT
 TU0399_STAMPING: R 12 1969
 TU0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0399
 TU0399  HISTORY     - Date     Condition        Report By
 TU0399  HISTORY     - 1969     MONUMENTED       CGS
 TU0399
 TU0399                          STATION DESCRIPTION
 TU0399
 TU0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0399'3.65 MI NE FROM HONOLULU.
 TU0399'3.65 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0399'SOUTH BERETANIA STREET AT HONOLULU, IN THE TOP OF THE NORTHEAST END OF
 TU0399'THE SOUTHEAST HEAD WALL OF A CULVERT OVER A STONE LINED STREAM UNDER
 TU0399'THE HIGHWAY, 26.4 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST
 TU0399'BOUND LANES OF THE HIGHWAY, 1.0 FOOT SOUTHWEST OF THE NORTHEAST END OF
 TU0399'THE HEAD WALL, 5.0 FEET SOUTHEAST OF THE NORTHEAST END OF A GUARDRAIL,
 TU0399'16.6 FEET NORTH OF A CYCLONE FENCE, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0641 ***********************************************************************
 TU0641  DESIGNATION -  R 13
 TU0641  PID         -  TU0641
 TU0641  STATE/COUNTY-  HI/HONOLULU
 TU0641  USGS QUAD   -  WAIPAHU (1983)
 TU0641
 TU0641                         *CURRENT SURVEY CONTROL
 TU0641  ___________________________________________________________________
 TU0641* NAD 83(1986)-  21 23 06.     (N)    158 00 02.     (W)     SCALED    
 TU0641* LOCAL TIDAL -         3.525  (meters)      11.56   (feet)  ADJ UNCH  
 TU0641  ___________________________________________________________________
 TU0641  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU0641
 TU0641  VERT ORDER  -  FIRST     CLASS II
 TU0641
 TU0641.The horizontal coordinates were scaled from a topographic map and have
 TU0641.an estimated accuracy of +/- 6 seconds.
 TU0641
 TU0641.The orthometric height was key entered from printed documents
 TU0641.and not key verified.
 TU0641
 TU0641.The geoid height was determined by GEOID03.
 TU0641
 TU0641;                    North         East    Units  Estimated Accuracy
 TU0641;SPC HI 3     -    24,170.      499,940.      MT  (+/- 180 meters Scaled)
 TU0641
 TU0641                          SUPERSEDED SURVEY CONTROL
 TU0641
 TU0641.No superseded survey control is available for this station.
 TU0641
 TU0641_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ036650(NAD 83)
 TU0641_MARKER: DB = BENCH MARK DISK
 TU0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0641_SP_SET: BANISTER
 TU0641_STAMPING: R 13 1969
 TU0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0641
 TU0641  HISTORY     - Date     Condition        Report By
 TU0641  HISTORY     - 1969     MONUMENTED       CGS
 TU0641
 TU0641                          STATION DESCRIPTION
 TU0641
 TU0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0641'1.15 MI E FROM WAIPAHU.
 TU0641'1.15 MILES EAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0641'PUPUKAHI STREET AT WAIPAHU, 2.35 MILES WEST OF PEARL CITY, AT THE
 TU0641'JUNCTION OF MOLOALO STREET, IN THE TOP AND AT THE WEST END OF THE
 TU0641'SOUTH CONCRETE BANISTER OVER THE WEST ABUTMENT OF A BRIDGE OVER
 TU0641'WAIPAHU CANAL, 16.0 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND
 TU0641'LANES OF THE HIGHWAY, 96.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 TU0641'CORNER STORE BUILDING, 2.7 FEET WEST-NORTHWEST OF THE NEAR END OF A
 TU0641'METAL HANDRAIL, 2.4 FEET SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF
 TU0641'THE CONCRETE ABUTMENT OF A RAILING, AND ABOUT 3 FEET HIGHER THE THE
 TU0641'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0595 ***********************************************************************
 TU0595  DESIGNATION -  R 14
 TU0595  PID         -  TU0595
 TU0595  STATE/COUNTY-  HI/HONOLULU
 TU0595  USGS QUAD   -  WAIANAE (1983)
 TU0595
 TU0595                         *CURRENT SURVEY CONTROL
 TU0595  ___________________________________________________________________
 TU0595* NAD 83(1986)-  21 29 27.     (N)    158 13 44.     (W)     SCALED    
 TU0595* LOCAL TIDAL -         6.825  (meters)      22.39   (feet)  ADJ UNCH  
 TU0595  ___________________________________________________________________
 TU0595  GEOID HEIGHT-          15.06  (meters)                     GEOID03
 TU0595
 TU0595  VERT ORDER  -  FIRST     CLASS II
 TU0595
 TU0595.The horizontal coordinates were scaled from a topographic map and have
 TU0595.an estimated accuracy of +/- 6 seconds.
 TU0595
 TU0595.The orthometric height was key entered from printed documents
 TU0595.and not key verified.
 TU0595
 TU0595.The geoid height was determined by GEOID03.
 TU0595
 TU0595;                    North         East    Units  Estimated Accuracy
 TU0595;SPC HI 3     -    35,910.      476,280.      MT  (+/- 180 meters Scaled)
 TU0595
 TU0595                          SUPERSEDED SURVEY CONTROL
 TU0595
 TU0595.No superseded survey control is available for this station.
 TU0595
 TU0595_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ798766(NAD 83)
 TU0595_MARKER: DB = BENCH MARK DISK
 TU0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0595_SP_SET: CULVERT
 TU0595_STAMPING: R 14 1969
 TU0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0595
 TU0595  HISTORY     - Date     Condition        Report By
 TU0595  HISTORY     - 1969     MONUMENTED       CGS
 TU0595
 TU0595                          STATION DESCRIPTION
 TU0595
 TU0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0595'4.8 MI NW FROM WAIANAE.
 TU0595'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0595'WAIANAE, AT THE NORTHWEST END OF KEAAU BEACH PARK, IN THE TOP OF THE
 TU0595'NORTHWEST CONCRETE HEAD WALL OF A 36-INCH CULVERT UNDER THE ENTRANCE
 TU0595'ROAD TO THE PARK, 38.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 TU0595'14.5 FEET NORTH OF THE CENTER LINE OF THE PARK ENTRANCE ROAD, 36.7
 TU0595'FEET EAST OF THE SOUTHWEST CURB OF A PARK ROAD, 2.5 FEET WEST OF THE
 TU0595'EAST END OF THE HEAD WALL, 2.4 FEET EAST OF THE WEST END OF THE HEAD
 TU0595'WALL, 36.1 FEET NORTH AND ACROSS THE PARK ENTRANCE ROAD FROM A METAL
 TU0595'STOP SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0520 ***********************************************************************
 TU0520  DESIGNATION -  R 15
 TU0520  PID         -  TU0520
 TU0520  STATE/COUNTY-  HI/HONOLULU
 TU0520  USGS QUAD   -  WAIMEA (1983)
 TU0520
 TU0520                         *CURRENT SURVEY CONTROL
 TU0520  ___________________________________________________________________
 TU0520* NAD 83(1986)-  21 39 05.     (N)    158 03 41.     (W)     SCALED    
 TU0520* LOCAL TIDAL -         8.288  (meters)      27.19   (feet)  ADJ UNCH  
 TU0520  ___________________________________________________________________
 TU0520  GEOID HEIGHT-          13.96  (meters)                     GEOID03
 TU0520
 TU0520  VERT ORDER  -  FIRST     CLASS II
 TU0520
 TU0520.The horizontal coordinates were scaled from a topographic map and have
 TU0520.an estimated accuracy of +/- 6 seconds.
 TU0520
 TU0520.The orthometric height was key entered from printed documents
 TU0520.and not key verified.
 TU0520
 TU0520.The geoid height was determined by GEOID03.
 TU0520
 TU0520;                    North         East    Units  Estimated Accuracy
 TU0520;SPC HI 3     -    53,670.      493,650.      MT  (+/- 180 meters Scaled)
 TU0520
 TU0520                          SUPERSEDED SURVEY CONTROL
 TU0520
 TU0520.No superseded survey control is available for this station.
 TU0520
 TU0520_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ971945(NAD 83)
 TU0520_MARKER: DB = BENCH MARK DISK
 TU0520_SETTING: 66 = SET IN ROCK OUTCROP
 TU0520_SP_SET: ROCK OUTCROP
 TU0520_STAMPING: R 15 1969
 TU0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0520+STABILITY: POSITION/ELEVATION WELL
 TU0520
 TU0520  HISTORY     - Date     Condition        Report By
 TU0520  HISTORY     - 1969     MONUMENTED       CGS
 TU0520
 TU0520                          STATION DESCRIPTION
 TU0520
 TU0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0520'6.05 MI NE FROM HALEIWA.
 TU0520'6.05 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0520'HALEIWA, 0.2 MILE NORTH OF THE SUNSET BEACH FIRE STATION, NEAR THE
 TU0520'JUNCTION OF PUULA ROAD, ALONG THE EAST SIDE OF SHARKS CAVE, IN THE TOP
 TU0520'OF A LAVA ROCK OUTCROP WHICH PROJECTS ABOUT 15 FEET ON THE SEAWARD
 TU0520'SIDE AND ABOUT 2 1/2 FEET ON THE INLAND SIDE, 57.0 FEET WEST OF THE
 TU0520'CENTER LINE OF THE HIGHWAY, 35 FEET SOUTH OF THE EXTENDED CENTER LINE
 TU0520'OF PUULA ROAD, 82 FEET WEST AND ACROSS THE HIGHWAY FROM FIRE HYDRANT
 TU0520'NO. C 35 WHICH IS AT THE NORTHWEST CORNER OF A LAWN FOR HOUSE NO.
 TU0520'59-668, 36.6 FEET WEST OF TELEPHONE POLE 226T, 127 FEET SOUTH OF
 TU0520'TELEPHONE POLE 17, 106.0 FEET NORTH OF TELEPHONE POLE 16, AND ABOUT 1
 TU0520'FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0491 ***********************************************************************
 TU0491  DESIGNATION -  R 16
 TU0491  PID         -  TU0491
 TU0491  STATE/COUNTY-  HI/HONOLULU
 TU0491  USGS QUAD   -  HAUULA (1983)
 TU0491
 TU0491                         *CURRENT SURVEY CONTROL
 TU0491  ___________________________________________________________________
 TU0491* NAD 83(1986)-  21 36 25.     (N)    157 54 19.     (W)     SCALED    
 TU0491* LOCAL TIDAL -         2.080  (meters)       6.82   (feet)  ADJ UNCH  
 TU0491  ___________________________________________________________________
 TU0491  GEOID HEIGHT-          14.33  (meters)                     GEOID03
 TU0491
 TU0491  VERT ORDER  -  FIRST     CLASS II
 TU0491
 TU0491.The horizontal coordinates were scaled from a topographic map and have
 TU0491.an estimated accuracy of +/- 6 seconds.
 TU0491
 TU0491.The orthometric height was key entered from printed documents
 TU0491.and not key verified.
 TU0491
 TU0491.The geoid height was determined by GEOID03.
 TU0491
 TU0491;                    North         East    Units  Estimated Accuracy
 TU0491;SPC HI 3     -    48,750.      509,810.      MT  (+/- 180 meters Scaled)
 TU0491
 TU0491                          SUPERSEDED SURVEY CONTROL
 TU0491
 TU0491.No superseded survey control is available for this station.
 TU0491
 TU0491_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ133897(NAD 83)
 TU0491_MARKER: DB = BENCH MARK DISK
 TU0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0491_SP_SET: BRIDGE
 TU0491_STAMPING: R 16 1969
 TU0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0491
 TU0491  HISTORY     - Date     Condition        Report By
 TU0491  HISTORY     - 1969     MONUMENTED       CGS
 TU0491
 TU0491                          STATION DESCRIPTION
 TU0491
 TU0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0491'1.25 MI SE FROM HAUULA.
 TU0491'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0491'HAUULA, 0.25 MILE SOUTH OF THE HAUULA FIRE STATION, IN THE TOP OF THE
 TU0491'NORTHWEST CONCRETE WING WALL AT THE WEST END OF A BRIDGE OVER MAHEIWI
 TU0491'STREAM, 13.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.7 FOOT
 TU0491'NORTH OF THE NORTH GUARDRAIL OF THE BRIDGE, 26.4 FEET EAST OF A WOODEN
 TU0491'GATE TO HOUSE NO. 54-003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3273 ***********************************************************************
 TU3273  DESIGNATION -  R 1912
 TU3273  PID         -  TU3273
 TU3273  STATE/COUNTY-  HI/MAUI
 TU3273  USGS QUAD   -  KAHAKULOA (1997)
 TU3273
 TU3273                         *CURRENT SURVEY CONTROL
 TU3273  ___________________________________________________________________
 TU3273* NAD 83(1993)-  21 00 51.73676(N)    156 34 32.40425(W)     ADJUSTED  
 TU3273* LOCAL TIDAL -       139.     (meters)     456.     (feet)  SCALED    
 TU3273  ___________________________________________________________________
 TU3273  EPOCH DATE  -        1993.62
 TU3273  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 TU3273  GEOID HEIGHT-          15.20  (meters)                     GEOID03
 TU3273
 TU3273  HORZ ORDER  -  THIRD
 TU3273
 TU3273.The horizontal coordinates were established by classical geodetic methods
 TU3273.and adjusted by the National Geodetic Survey in December 1998..
 TU3273.The horizontal coordinates are valid at the epoch date displayed above.
 TU3273.The epoch date for horizontal control is a decimal equivalence
 TU3273.of Year/Month/Day.
 TU3273
 TU3273.The orthometric height was scaled from a topographic map.
 TU3273
 TU3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3273
 TU3273.The geoid height was determined by GEOID03.
 TU3273
 TU3273;                    North         East     Units Scale Factor Converg.
 TU3273;SPC HI 2     -    75,399.821   509,459.965   MT  0.99996777   +0 01 57.5
 TU3273;UTM  04      - 2,325,650.717   751,990.075   MT  1.00038478   +0 52 11.4
 TU3273
 TU3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3273!SPC HI 2     -   0.99997576  x   0.99996777  =   0.99994354
 TU3273!UTM  04      -   0.99997576  x   1.00038478  =   1.00036054
 TU3273
 TU3273:                Primary Azimuth Mark                     Grid Az
 TU3273:SPC HI 2     -  KEAHIKAUO                                213 17 41.7
 TU3273:UTM  04      -  KEAHIKAUO                                212 27 27.8
 TU3273
 TU3273|---------------------------------------------------------------------|
 TU3273| PID    Reference Object                     Distance      Geod. Az  |
 TU3273|                                                           dddmmss.s |
 TU3273| TU3065 KEAHIKAUO                           APPROX. 5.9 KM 2131939.2 |
 TU3273| TU3277 HONOKAHAU O 1882                    APPROX. 2.7 KM 3060834.0 |
 TU3273|---------------------------------------------------------------------|
 TU3273
 TU3273                          SUPERSEDED SURVEY CONTROL
 TU3273
 TU3273  NAD 83(1986)-  21 00 51.69053(N)    156 34 32.38269(W) AD(       ) 3
 TU3273  OLD HI      -  21 01 03.09000(N)    156 34 42.54000(W) AD(       ) 3
 TU3273
 TU3273.Superseded values are not recommended for survey control.
 TU3273.NGS no longer adjusts projects to the OLD HI datum.
 TU3273.See file dsdata.txt to determine how the superseded data were derived.
 TU3273
 TU3273_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5199025651(NAD 83)
 TU3273
 TU3273  HISTORY     - Date     Condition        Report By
 TU3273  HISTORY     - 1912     MONUMENTED       HIGS
 TU3273
 TU3273                          STATION DESCRIPTION
 TU3273
 TU3273'DESCRIBED BY HAWAII GEODETIC SURVEY 1912 (JCG)
 TU3273'ON NORTHWEST COAST OF MAUI, IN THE KAANAPALI DISTRICT, ABOUT 2
 TU3273'MILES NORTHWEST OF KAHAKULOA, ON TOP OF AND NEAR THE EDGE OF A
 TU3273'PROMINENT ERODING RED BLUFF JUST SOUTH OF THE TRAIL TO
 TU3273'HONOKAHAU.  MARKED BY A 3-INCH GALVANIZED IRON PIPE FILLED WITH
 TU3273'CONCRETE AND PROJECTING 8 INCHES ABOVE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0342 ***********************************************************************
 TU0342  DESIGNATION -  R 2
 TU0342  PID         -  TU0342
 TU0342  STATE/COUNTY-  HI/HONOLULU
 TU0342  USGS QUAD   -  KOKO HEAD (1983)
 TU0342
 TU0342                         *CURRENT SURVEY CONTROL
 TU0342  ___________________________________________________________________
 TU0342* NAD 83(1993)-  21 18 33.78613(N)    157 39 26.10514(W)     ADJUSTED  
 TU0342* LOCAL TIDAL -        43.831  (meters)     143.80   (feet)  ADJ UNCH  
 TU0342  ___________________________________________________________________
 TU0342  EPOCH DATE  -        1993.62
 TU0342  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 TU0342  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU0342
 TU0342  HORZ ORDER  -  SECOND
 TU0342  VERT ORDER  -  FIRST     CLASS II
 TU0342
 TU0342.The horizontal coordinates were established by classical geodetic methods
 TU0342.and adjusted by the National Geodetic Survey in December 1998..
 TU0342.The horizontal coordinates are valid at the epoch date displayed above.
 TU0342.The epoch date for horizontal control is a decimal equivalence
 TU0342.of Year/Month/Day.
 TU0342
 TU0342.The orthometric height was key entered from printed documents
 TU0342.and not key verified.
 TU0342
 TU0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0342
 TU0342.The geoid height was determined by GEOID03.
 TU0342
 TU0342;                    North         East     Units Scale Factor Converg.
 TU0342;SPC HI 3     -    15,840.293   535,561.557   MT  1.00000562   +0 07 28.4
 TU0342;UTM  04      - 2,356,981.875   639,270.116   MT  0.99983968   +0 29 16.9
 TU0342
 TU0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0342!SPC HI 3     -   0.99999071  x   1.00000562  =   0.99999633
 TU0342!UTM  04      -   0.99999071  x   0.99983968  =   0.99983039
 TU0342
 TU0342                          SUPERSEDED SURVEY CONTROL
 TU0342
 TU0342  NAD 83(1986)-  21 18 33.73601(N)    157 39 26.11306(W) AD(       ) 2
 TU0342  OLD HI      -  21 18 45.14400(N)    157 39 35.98226(W) AD(       ) 2
 TU0342
 TU0342.Superseded values are not recommended for survey control.
 TU0342.NGS no longer adjusts projects to the OLD HI datum.
 TU0342.See file dsdata.txt to determine how the superseded data were derived.
 TU0342
 TU0342_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3927056982(NAD 83)
 TU0342_MARKER: DB = BENCH MARK DISK
 TU0342_SETTING: 66 = SET IN ROCK OUTCROP
 TU0342_SP_SET: BEDROCK
 TU0342_STAMPING: R 2
 TU0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0342+STABILITY: POSITION/ELEVATION WELL
 TU0342
 TU0342  HISTORY     - Date     Condition        Report By
 TU0342  HISTORY     - 1969     MONUMENTED       CGS
 TU0342  HISTORY     - 1962     GOOD             NGS
 TU0342  HISTORY     - 1969     GOOD             NGS
 TU0342
 TU0342                          STATION DESCRIPTION
 TU0342
 TU0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CS)
 TU0342'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 TU0342'IN WAIMANALO, ON NORTH SLOPE OF ROCK BLUFF, 86 FEET NORTH OF
 TU0342'EAST END OF STONE WALL AT AN OBSERVATION POINT, DIRECTLY IN
 TU0342'LINE WITH 2 POWER POLES ALONG HIGHWAY TO LEFT, WHERE IT CHANGES
 TU0342'DIRECTION FROM NORTH TO WEST, AND CEMENTED IN A DRILL HOLE IN
 TU0342'BEDROCK LEDGE THAT PROJECTS ABOUT 8 FEET ABOVE GROUND ON THE
 TU0342'LOWER SIDE AND IS FLUSH WITH THE GROUND ON THE HIGHER, SOUTH,
 TU0342'SIDE.
 TU0342
 TU0342                          STATION RECOVERY (1962)
 TU0342
 TU0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 TU0342'3.4 MI SE FROM WAIMANALO.
 TU0342'3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE IN
 TU0342'WAIMANALO, ON NORTH SLOPE OF ROCK BLUFF, 86 FEET NORTH OF EAST END OF
 TU0342'STONE WALL AT AN OBSERVATION POINT, DIRECTLY IN LINE WITH 2 POWER
 TU0342'POLES ALONG HIGHWAY TO LEFT, WHERE IT CHANGES DIRECTION FROM NORTH TO
 TU0342'WEST, AND CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE THAT PROJECTS
 TU0342'ABOUT 8 FEET ABOVE GROUND ON THE LOWER SIDE AND IS FLUSH WITH THE
 TU0342'GROUND ON THE HIGHER, SOUTH, SIDE.
 TU0342
 TU0342                          STATION RECOVERY (1969)
 TU0342
 TU0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0076 ***********************************************************************
 TU0076  DESIGNATION -  R 20
 TU0076  PID         -  TU0076
 TU0076  STATE/COUNTY-  HI/HAWAII
 TU0076  USGS QUAD   -  VOLCANO (1997)
 TU0076
 TU0076                         *CURRENT SURVEY CONTROL
 TU0076  ___________________________________________________________________
 TU0076* NAD 83(1986)-  19 29 25.     (N)    155 08 59.     (W)     SCALED    
 TU0076* LOCAL TIDAL -       698.189  (meters)    2290.64   (feet)  ADJ UNCH  
 TU0076  ___________________________________________________________________
 TU0076  GEOID HEIGHT-          20.54  (meters)                     GEOID03
 TU0076
 TU0076  VERT ORDER  -  FIRST     CLASS I
 TU0076
 TU0076.The horizontal coordinates were scaled from a topographic map and have
 TU0076.an estimated accuracy of +/- 6 seconds.
 TU0076
 TU0076.The orthometric height was key entered from printed documents
 TU0076.and not key verified.
 TU0076
 TU0076.The geoid height was determined by GEOID03.
 TU0076
 TU0076;                    North         East    Units  Estimated Accuracy
 TU0076;SPC HI 1     -    72,760.      536,770.      MT  (+/- 180 meters Scaled)
 TU0076
 TU0076                          SUPERSEDED SURVEY CONTROL
 TU0076
 TU0076.No superseded survey control is available for this station.
 TU0076
 TU0076_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB743564(NAD 83)
 TU0076_MARKER: DB = BENCH MARK DISK
 TU0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0076_SP_SET: CULVERT
 TU0076_STAMPING: R 20 1975
 TU0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0076
 TU0076  HISTORY     - Date     Condition        Report By
 TU0076  HISTORY     - 1975     MONUMENTED       NGS
 TU0076
 TU0076                          STATION DESCRIPTION
 TU0076
 TU0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0076'5.25 MI SW FROM MOUNTAIN VIEW.
 TU0076'5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 TU0076'MOUNTAIN VIEW, ON THE EAST SIDE OF HIGHWAY, 0.05 MILE NORTHEAST OF
 TU0076'GLENWOOD PARK, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 TU0076'HEADWALL WITH WING WALLS, 32.0 FEET SOUTHEAST OF CENTERLINE OF ST.
 TU0076'HWY. 11, 177.0 FEET SOUTHWEST OF EXTENDED CENTERLINE OF A DRIVEWAY
 TU0076'NORTHWEST, AND 6 FEET BELOW LEVEL OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0865 ***********************************************************************
 TU0865  DESIGNATION -  R 22
 TU0865  PID         -  TU0865
 TU0865  STATE/COUNTY-  HI/MAUI
 TU0865  USGS QUAD   -  PUU O KALI (1992)
 TU0865
 TU0865                         *CURRENT SURVEY CONTROL
 TU0865  ___________________________________________________________________
 TU0865* NAD 83(1986)-  20 42 58.     (N)    156 26 45.     (W)     SCALED    
 TU0865* LOCAL TIDAL -         5.972  (meters)      19.59   (feet)  ADJUSTED  
 TU0865  ___________________________________________________________________
 TU0865  GEOID HEIGHT-          16.66  (meters)                     GEOID03
 TU0865
 TU0865  VERT ORDER  -  FIRST     CLASS I
 TU0865
 TU0865.The horizontal coordinates were scaled from a topographic map and have
 TU0865.an estimated accuracy of +/- 6 seconds.
 TU0865
 TU0865.The orthometric height was determined by differential leveling
 TU0865.and adjusted by the National Geodetic Survey in December 2003..
 TU0865
 TU0865.The geoid height was determined by GEOID03.
 TU0865
 TU0865;                    North         East    Units  Estimated Accuracy
 TU0865;SPC HI 2     -    42,390.      523,000.      MT  (+/- 180 meters Scaled)
 TU0865
 TU0865                          SUPERSEDED SURVEY CONTROL
 TU0865
 TU0865.No superseded survey control is available for this station.
 TU0865
 TU0865_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH660928(NAD 83)
 TU0865_MARKER: DV = VERTICAL CONTROL DISK
 TU0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0865_SP_SET: ABUTMENT ON LAVA FLOW
 TU0865_STAMPING: R 22 1979
 TU0865_MARK LOGO: NGS   
 TU0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0865
 TU0865  HISTORY     - Date     Condition        Report By
 TU0865  HISTORY     - 1979     MONUMENTED       NGS
 TU0865
 TU0865                          STATION DESCRIPTION
 TU0865
 TU0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0865'IN KIHEI.
 TU0865'IN KIHEI, AT THE JUNCTION OF STATE HIGHWAY 35 AND KEONEKIA ROAD, SET
 TU0865'IN THE TOP CENTER OF A CONCRETE ABUTMENT PROTECTING A FIRE HYDRANT, 49
 TU0865'FEET NORTH OF THE CENTER OF THE ROAD, 22 FEET EAST OF THE CENTER OF
 TU0865'THE HIGHWAY AND 3 FEET WEST OF THE FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0901 ***********************************************************************
 TU0901  DESIGNATION -  R 23
 TU0901  PID         -  TU0901
 TU0901  STATE/COUNTY-  HI/MAUI
 TU0901  USGS QUAD   -  PUU O KALI (1992)
 TU0901
 TU0901                         *CURRENT SURVEY CONTROL
 TU0901  ___________________________________________________________________
 TU0901* NAD 83(1986)-  20 44 40.     (N)    156 19 53.     (W)     SCALED    
 TU0901* LOCAL TIDAL -       902.704  (meters)    2961.62   (feet)  ADJUSTED  
 TU0901  ___________________________________________________________________
 TU0901  GEOID HEIGHT-          17.33  (meters)                     GEOID03
 TU0901
 TU0901  VERT ORDER  -  FIRST     CLASS I
 TU0901
 TU0901.The horizontal coordinates were scaled from a topographic map and have
 TU0901.an estimated accuracy of +/- 6 seconds.
 TU0901
 TU0901.The orthometric height was determined by differential leveling
 TU0901.and adjusted by the National Geodetic Survey in December 2003..
 TU0901
 TU0901.The geoid height was determined by GEOID03.
 TU0901
 TU0901;                    North         East    Units  Estimated Accuracy
 TU0901;SPC HI 2     -    45,550.      534,920.      MT  (+/- 180 meters Scaled)
 TU0901
 TU0901                          SUPERSEDED SURVEY CONTROL
 TU0901
 TU0901.No superseded survey control is available for this station.
 TU0901
 TU0901_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH778961(NAD 83)
 TU0901_MARKER: DV = VERTICAL CONTROL DISK
 TU0901_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0901_SP_SET: ABUTMENT ON LAVA FLOW
 TU0901_STAMPING: R 23 1979
 TU0901_MARK LOGO: NGS   
 TU0901_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0901
 TU0901  HISTORY     - Date     Condition        Report By
 TU0901  HISTORY     - 1979     MONUMENTED       NGS
 TU0901
 TU0901                          STATION DESCRIPTION
 TU0901
 TU0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0901'1.1 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE KEALAHOU SCHOOL IN
 TU0901'WAIAKOA, 0.5 MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 37 AND 377,
 TU0901'SET IN THE TOP AND 1 FOOT SOUTH OF THE NORTH END OF THE EAST END OF
 TU0901'THE EAST CONCRETE HEADWALL OF A CULVERT AT KAONOULU GULCH, 19 FEET
 TU0901'EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0629 ***********************************************************************
 TU0629  DESIGNATION -  R 3
 TU0629  PID         -  TU0629
 TU0629  STATE/COUNTY-  HI/HONOLULU
 TU0629  USGS QUAD   -  EWA (1983)
 TU0629
 TU0629                         *CURRENT SURVEY CONTROL
 TU0629  ___________________________________________________________________
 TU0629* NAD 83(1993)-  21 19 37.81479(N)    158 03 42.93566(W)     ADJUSTED  
 TU0629* LOCAL TIDAL -        15.493  (meters)      50.83   (feet)  ADJ UNCH  
 TU0629  ___________________________________________________________________
 TU0629  EPOCH DATE  -        1993.62
 TU0629  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 TU0629  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU0629
 TU0629  HORZ ORDER  -  SECOND
 TU0629  VERT ORDER  -  FIRST     CLASS II
 TU0629
 TU0629.The horizontal coordinates were established by classical geodetic methods
 TU0629.and adjusted by the National Geodetic Survey in December 1998..
 TU0629.The horizontal coordinates are valid at the epoch date displayed above.
 TU0629.The epoch date for horizontal control is a decimal equivalence
 TU0629.of Year/Month/Day.
 TU0629
 TU0629.The orthometric height was key entered from printed documents
 TU0629.and not key verified.
 TU0629
 TU0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0629
 TU0629.The geoid height was determined by GEOID03.
 TU0629
 TU0629;                    North         East     Units Scale Factor Converg.
 TU0629;SPC HI 3     -    17,772.140   493,575.668   MT  0.99999051   -0 01 21.1
 TU0629;UTM  04      - 2,358,646.876   597,282.042   MT  0.99971694   +0 20 28.3
 TU0629
 TU0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0629!SPC HI 3     -   0.99999515  x   0.99999051  =   0.99998566
 TU0629!UTM  04      -   0.99999515  x   0.99971694  =   0.99971209
 TU0629
 TU0629|---------------------------------------------------------------------|
 TU0629| PID    Reference Object                     Distance      Geod. Az  |
 TU0629|                                                           dddmmss.s |
 TU0629| CJ9063 TIDAL R 3 RM 1                       18.819 METERS 25131     |
 TU0629| TU1668 PALAILAI RESET                      APPROX. 3.3 KM 2964437.9 |
 TU0629| CJ9064 TIDAL R 3 RM 2                        6.965 METERS 34519     |
 TU0629|---------------------------------------------------------------------|
 TU0629
 TU0629                          SUPERSEDED SURVEY CONTROL
 TU0629
 TU0629  NAD 83(1986)-  21 19 37.76310(N)    158 03 42.94664(W) AD(       ) 2
 TU0629  OLD HI      -  21 19 49.11100(N)    158 03 52.81920(W) AD(       ) 2
 TU0629
 TU0629.Superseded values are not recommended for survey control.
 TU0629.NGS no longer adjusts projects to the OLD HI datum.
 TU0629.See file dsdata.txt to determine how the superseded data were derived.
 TU0629
 TU0629_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9728258647(NAD 83)
 TU0629_MARKER: DJ = TIDAL STATION DISK
 TU0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0629_STAMPING: R 3 1927
 TU0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0629+STABILITY: SURFACE MOTION
 TU0629
 TU0629  HISTORY     - Date     Condition        Report By
 TU0629  HISTORY     - 1967     MONUMENTED       CGS
 TU0629  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0629  HISTORY     - 1969     GOOD             NGS
 TU0629
 TU0629                          STATION DESCRIPTION
 TU0629
 TU0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU0629'THE STATION IS LOCATED NEAR THE SOUTHERN END OF THE ISLAND OF OAHU,
 TU0629'ABOUT 6.0 MILES WEST OF THE ENTRANCE CHANNEL TO PEARL HARBOR,
 TU0629'3.6 MILES NORTHEAST OF THE BARBERS POINT LIGHTHOUSE AND 1.9
 TU0629'MILES SOUTHWEST OF EWA.
 TU0629'
 TU0629'TO REACH THE STATION FROM THE MAIN GATE OF THE BARBERS POINT
 TU0629'NAVAL AIR STATION GO NORTHWEST ON THE MAIN ROAD FOR ABOUT 100
 TU0629'FEET TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST
 TU0629'ALONG THE PAVED ROAD FOR 0.45 MILE TO THE STATION MARK ON THE
 TU0629'RIGHT.
 TU0629'
 TU0629'THE STATION MARK IS A STANDARD COAST AND GEODETIC SURVEY TIDAL
 TU0629'BENCH MARK DISK STAMPED R 3 1927, SET IN CONCRETE ABOUT 1 FOOT
 TU0629'BELOW GROUND LEVEL.  THE DISK WAS CENTER-PUNCHED TO MARK THE
 TU0629'POINT OCCUPIED.  IT IS 69.7 FEET EAST OF TELEPHONE POLE NO. 225 T,
 TU0629'43 FEET SOUTH OF THE CENTER OF A PAVED ROAD AND 13.3 FEET SOUTH
 TU0629'OF THE SOUTH RAIL OF A NARROW GAUGE RAILROAD.
 TU0629'
 TU0629'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED R 3 NO 1 1967,
 TU0629'SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 7 INCHES
 TU0629'ABOVE THE SURFACE OF THE GROUND.  IT IS 41 FEET SOUTH OF THE
 TU0629'CENTER OF A PAVED ROAD, 11.6 FEET SOUTH OF THE SOUTH RAIL OF A
 TU0629'NARROW GAUGE RAILROAD, 1.9 FEET EAST OF AN ABANDONED TELEPHONE
 TU0629'POLE AND ABOUT 0.9 FOOT HIGHER IN ELEVATION THAN THE STATION
 TU0629'MARK.
 TU0629'
 TU0629'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED R 3 NO 2 1967,
 TU0629'CEMENTED IN A DRILL HOLE IN THE TOP OF A BURIED BOULDER THAT IS
 TU0629'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19.2 FEET SOUTH OF
 TU0629'THE CENTER OF A PAVED ROAD, 5.9 FEET NORTH OF THE NORTH RAIL OF
 TU0629'A NARROW GAUGE RAILROAD AND ABOUT THE SAME ELEVATION AS THE
 TU0629'STATION MARK.
 TU0629
 TU0629                          STATION RECOVERY (1969)
 TU0629
 TU0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CS)
 TU0629'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TU0629'CONDITION AND ALL LEVELED OVER IN 1969.
 TU0629'
 TU0629'TO REACH FROM THE POST OFFICE AT EWA, GO 2.1 MILES SOUTHWEST
 TU0629'ALONG RENTON ROAD.
 TU0629'
 TU0629'THE STATION IS A C AND GS BENCH MARK DISK STAMPED R 3 1927.  1-1/2
 TU0629'POLE WEST OF A POWER TRANSFORMER STATION, 13.3 FEET SOUTH OF
 TU0629'THE SOUTH RAIL OF A RAILROAD TRACK, 40.5 FEET SOUTH AND ACROSS
 TU0629'THE TRACK FROM THE CENTER LINE OF THE ROAD, 73 FEET WEST OF POWER
 TU0629'POLE 214.
 TU0629'
 TU0629'R.M. 1 IS ANC AND GS REFERENCE MARK DISK STAMPED R
 TU0629'3 NO 1 1967. 61.8 FEET WEST OF THE STATION, 11.6 FEET SOUTH OF THE
 TU0629'SOUTH RAIL, AND IN THE TOP OF A CONCRETE POST.
 TU0629'
 TU0629'R.M. 2 IS A C AND GS REFERENCE MARK DISK STAMPED R 3 NO 2
 TU0629'1967.  22.8 FEET NORTH AND ACROSS THE TRACK FROM THE STATION,
 TU0629'65.6 FEET EAST OF POWER POLE 225T, IN THE TOP OF A 5-BY 3-FOOT
 TU0629'CORAL BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 TU0629'
 TU0629'NOTE--THE STATION IS IN THE TOP OF A CONCRETE POST ABOUT 1 FOOT
 TU0629'UNDERGROUND.
 TU0629'
 TU0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0629'ABOUT 2 MILE SOUTHWEST OF EWA.
 TU0629
 TU0629                          STATION RECOVERY (1969)
 TU0629
 TU0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0629'2.1 MI SW FROM EWA.
 TU0629'2.1 MILES SOUTHWEST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA, 1
 TU0629'1/2 POLES WEST OF A POWER TRANSFORMER STATION, 13.3 FEET SOUTH OF THE
 TU0629'SOUTH RAIL OF A RAILROAD TRACK, 40.5 FEET SOUTH AND ACROSS THE TRACKS
 TU0629'FROM THE CENTER LINE OF THE ROAD, 22.8 FEET SOUTH AND ACROSS THE TRACK
 TU0629'FROM R.M. 2, 61.8 FEET EAST OF R.M. 1, 3.0 FEET NORTH OF A SMALL
 TU0629'IRRIGATION DITCH, 73.0 FEET WEST OF POWER POLE 214, 0.5 MILE EAST OF
 TU0629'THE MAIN GATE TO BARBERS POINT NAVAL AIR STATION, AND SET IN THE TOP
 TU0629'OF A CONCRETE POST ABOUT 1 FOOT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0628 ***********************************************************************
 TU0628  DESIGNATION -  R 3 RM 1
 TU0628  PID         -  TU0628
 TU0628  STATE/COUNTY-  HI/HONOLULU
 TU0628  USGS QUAD   -  EWA (1983)
 TU0628
 TU0628                         *CURRENT SURVEY CONTROL
 TU0628  ___________________________________________________________________
 TU0628* NAD 83(1986)-  21 19 38.     (N)    158 03 43.     (W)     SCALED    
 TU0628* LOCAL TIDAL -        15.772  (meters)      51.75   (feet)  ADJ UNCH  
 TU0628  ___________________________________________________________________
 TU0628  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU0628
 TU0628  VERT ORDER  -  FIRST     CLASS II
 TU0628
 TU0628.The horizontal coordinates were scaled from a topographic map and have
 TU0628.an estimated accuracy of +/- 6 seconds.
 TU0628
 TU0628.The orthometric height was key entered from printed documents
 TU0628.and not key verified.
 TU0628
 TU0628.The geoid height was determined by GEOID03.
 TU0628
 TU0628;                    North         East    Units  Estimated Accuracy
 TU0628;SPC HI 3     -    17,780.      493,570.      MT  (+/- 180 meters Scaled)
 TU0628
 TU0628                          SUPERSEDED SURVEY CONTROL
 TU0628
 TU0628.No superseded survey control is available for this station.
 TU0628
 TU0628_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ972586(NAD 83)
 TU0628_MARKER: DR = REFERENCE MARK DISK
 TU0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0628_STAMPING: R 3 NO 1 1967
 TU0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0628+STABILITY: SURFACE MOTION
 TU0628
 TU0628  HISTORY     - Date     Condition        Report By
 TU0628  HISTORY     - 1967     MONUMENTED       CGS
 TU0628  HISTORY     - 1969     GOOD             NGS
 TU0628
 TU0628                          STATION DESCRIPTION
 TU0628
 TU0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0628'2.1 MI SW FROM EWA.
 TU0628'2.1 MILES SOUTHWEST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA,
 TU0628'42.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.9 FEET EAST OF
 TU0628'TELEPHONE POLE IT, 11.6 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 TU0628'TRACK, 29.8 FEET SOUTH AND ACROSS THE TRACK FROM POLE NO. 225T, 61.8
 TU0628'FEET WEST OF BENCH MARK R 3, 120 FEET EAST OF RAILROAD MILE POLE 4, 3
 TU0628'FEET NORTH OF A SMALL IRRIGATION DITCH, AND SET IN THE TOP OF A
 TU0628'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0630 ***********************************************************************
 TU0630  DESIGNATION -  R 3 RM 2
 TU0630  PID         -  TU0630
 TU0630  STATE/COUNTY-  HI/HONOLULU
 TU0630  USGS QUAD   -  EWA (1983)
 TU0630
 TU0630                         *CURRENT SURVEY CONTROL
 TU0630  ___________________________________________________________________
 TU0630* NAD 83(1986)-  21 19 38.     (N)    158 03 42.     (W)     SCALED    
 TU0630* LOCAL TIDAL -        15.597  (meters)      51.17   (feet)  ADJ UNCH  
 TU0630  ___________________________________________________________________
 TU0630  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU0630
 TU0630  VERT ORDER  -  FIRST     CLASS II
 TU0630
 TU0630.The horizontal coordinates were scaled from a topographic map and have
 TU0630.an estimated accuracy of +/- 6 seconds.
 TU0630
 TU0630.The orthometric height was key entered from printed documents
 TU0630.and not key verified.
 TU0630
 TU0630.The geoid height was determined by GEOID03.
 TU0630
 TU0630;                    North         East    Units  Estimated Accuracy
 TU0630;SPC HI 3     -    17,780.      493,600.      MT  (+/- 180 meters Scaled)
 TU0630
 TU0630                          SUPERSEDED SURVEY CONTROL
 TU0630
 TU0630.No superseded survey control is available for this station.
 TU0630
 TU0630_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ973586(NAD 83)
 TU0630_MARKER: DR = REFERENCE MARK DISK
 TU0630_SETTING: 80 = SET IN A BOULDER
 TU0630_SP_SET: BOULDER
 TU0630_STAMPING: R 3 NO 2 1967
 TU0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0630+STABILITY: SURFACE MOTION
 TU0630
 TU0630  HISTORY     - Date     Condition        Report By
 TU0630  HISTORY     - 1967     MONUMENTED       CGS
 TU0630  HISTORY     - 1969     GOOD             NGS
 TU0630
 TU0630                          STATION DESCRIPTION
 TU0630
 TU0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0630'2.1 MI SW FROM EWA.
 TU0630'2.1 MILES SOUTHWEST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA, IN
 TU0630'THE TOP OF A 5- BY 3-FOOT CORAL BOULDER PROJECTING ABOUT 1 FOOT ABOVE
 TU0630'THE GROUND, 19.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 6.2 FEET
 TU0630'NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 22.8 FEET NORTH AND
 TU0630'ACROSS THE TRACK FROM BENCH MARK R 3, 67.2 FEET NORTHEAST AND ACROSS
 TU0630'THE TRACK FROM R.M. 1, 65.6 FEET EAST OF POWER POLE 225T, ABOUT 1 FOOT
 TU0630'LOWER THAN THE TRACK AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0187 ***********************************************************************
 TU0187  DESIGNATION -  R 5 RESET 1968
 TU0187  PID         -  TU0187
 TU0187  STATE/COUNTY-  HI/MAUI
 TU0187  USGS QUAD   -  PUU O KALI (1992)
 TU0187
 TU0187                         *CURRENT SURVEY CONTROL
 TU0187  ___________________________________________________________________
 TU0187* NAD 83(1986)-  20 49 24.     (N)    156 27 18.     (W)     SCALED    
 TU0187* LOCAL TIDAL -        46.460  (meters)     152.43   (feet)  ADJUSTED  
 TU0187  ___________________________________________________________________
 TU0187  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU0187
 TU0187  VERT ORDER  -  FIRST     CLASS I
 TU0187
 TU0187.The horizontal coordinates were scaled from a topographic map and have
 TU0187.an estimated accuracy of +/- 6 seconds.
 TU0187
 TU0187.The orthometric height was determined by differential leveling
 TU0187.and adjusted by the National Geodetic Survey in December 2003..
 TU0187.No vertical observational check was made to the station.
 TU0187
 TU0187.The geoid height was determined by GEOID03.
 TU0187
 TU0187;                    North         East    Units  Estimated Accuracy
 TU0187;SPC HI 2     -    54,260.      522,030.      MT  (+/- 180 meters Scaled)
 TU0187
 TU0187                          SUPERSEDED SURVEY CONTROL
 TU0187
 TU0187.No superseded survey control is available for this station.
 TU0187
 TU0187_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ648046(NAD 83)
 TU0187_MARKER: DB = BENCH MARK DISK
 TU0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0187_STAMPING: R 5 RESET 1968
 TU0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0187+STABILITY: SURFACE MOTION
 TU0187
 TU0187  HISTORY     - Date     Condition        Report By
 TU0187  HISTORY     - 1968     MONUMENTED       CGS
 TU0187  HISTORY     - 1979     GOOD             NGS
 TU0187
 TU0187                          STATION DESCRIPTION
 TU0187
 TU0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0187'4.5 MI S FROM KAHULUI.
 TU0187'4.4 MILES SOUTH ON STATE HIGHWAY 35 FROM THE KAHULUI SHOPPING CENTER,
 TU0187'TO CROSSROAD AT INTERSECTION OF HIGHWAY 35 ALTERNATE, THENCE LEFT ON
 TU0187'MACADAM ROAD 0.6 MILE TO T-JUNCTION, THENCE RIGHT 0.6 MILE, THENCE
 TU0187'LEFT ON TRACK ROAD UP SLOPE AT NORTHWEST CORNER OF RESERVOIR FOR 188
 TU0187'FEET.  ON WEST END OF A LOW HILL LYING BETWEEN A RESERVOIR AND A CANE
 TU0187'FIELD TO NORTH, 95 FEET NORTH OF EDGE OF RESERVOIR, 188 FEET EAST OF
 TU0187'CENTER LINE OF MACADAM ROAD, 15 FEET NORTHWEST OF FORK OF TRACK ROADS,
 TU0187'5 FEET NORTHWEST OF EDGE OF THE LEFT FORK, 49 FEET NORTH OF A HIGH
 TU0187'BANK OF FILL DIRT DUMPED ALONG RIM OF RESERVOIR, 1-1/2 FEET NORTH OF A
 TU0187'WHITE WITNESS POST, AND SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU0187'MONUMENT THAT PROJECTS 6 INCHES FROM GROUND.
 TU0187
 TU0187                          STATION RECOVERY (1979)
 TU0187
 TU0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0229 ***********************************************************************
 TU0229  DESIGNATION -  R 6
 TU0229  PID         -  TU0229
 TU0229  STATE/COUNTY-  HI/MAUI
 TU0229  USGS QUAD   -  WAILUKU (1997)
 TU0229
 TU0229                         *CURRENT SURVEY CONTROL
 TU0229  ___________________________________________________________________
 TU0229* NAD 83(1986)-  20 53 33.     (N)    156 27 51.     (W)     SCALED    
 TU0229* LOCAL TIDAL -         2.088  (meters)       6.85   (feet)  ADJUSTED  
 TU0229  ___________________________________________________________________
 TU0229  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU0229
 TU0229  VERT ORDER  -  FIRST     CLASS I
 TU0229
 TU0229.The horizontal coordinates were scaled from a topographic map and have
 TU0229.an estimated accuracy of +/- 6 seconds.
 TU0229
 TU0229.The orthometric height was determined by differential leveling
 TU0229.and adjusted by the National Geodetic Survey in December 2003..
 TU0229
 TU0229.The geoid height was determined by GEOID03.
 TU0229
 TU0229;                    North         East    Units  Estimated Accuracy
 TU0229;SPC HI 2     -    61,920.      521,070.      MT  (+/- 180 meters Scaled)
 TU0229
 TU0229                          SUPERSEDED SURVEY CONTROL
 TU0229
 TU0229.No superseded survey control is available for this station.
 TU0229
 TU0229_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ637123(NAD 83)
 TU0229_MARKER: DB = BENCH MARK DISK
 TU0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0229_STAMPING: R 6 1950
 TU0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0229+STABILITY: SURFACE MOTION
 TU0229
 TU0229  HISTORY     - Date     Condition        Report By
 TU0229  HISTORY     - 1950     MONUMENTED       CGS
 TU0229  HISTORY     - 1968     GOOD             CGS
 TU0229  HISTORY     - 1979     GOOD             NGS
 TU0229
 TU0229                          STATION DESCRIPTION
 TU0229
 TU0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0229'IN KAHULUI.
 TU0229'0.2 MILE EAST ON STATE HIGHWAY 32 FROM THE KAHULUI SHOPPING CENTER, ON
 TU0229'LEFT SIDE OF HIGHWAY AND OPPOSITE JUNCTION OF HIGHWAYS 32 AND 36, AT
 TU0229'THE SOUTHEAST CORNER OF THE MAIN OFFICE BUILDING OF THE A AND B MAUI
 TU0229'LAND DEPT. BUILDING, A GREEN, CONCRETE BUILDING, WITH THE DATE 1923 ON
 TU0229'SIDE FACING HIGHWAY.  THIS BUILDING IS SURROUNDED BY NEWER, GREEN,
 TU0229'CONCRETE-BLOCK BUILDINGS.  THE MARK IS 55 FEET NORTH-NORTHEAST OF
 TU0229'CENTER LINE OF WEST-BOUND LANE OF THE HIGHWAY, 16 FEET WEST-SOUTHWEST
 TU0229'OF EDGE OF EXIT DRIVE OF THE BUILDING, 2 FEET SOUTHEAST OF END OF
 TU0229'BOTTOM STEP, AND SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU0229'PROJECTING 3 INCHES ABOVE GROUND.
 TU0229
 TU0229                          STATION RECOVERY (1979)
 TU0229
 TU0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0803 ***********************************************************************
 TU0803  DESIGNATION -  R PEDESTAL
 TU0803  PID         -  TU0803
 TU0803  STATE/COUNTY-  HI/KAUAI
 TU0803  USGS QUAD   -  MAKAHA POINT (1983)
 TU0803
 TU0803                         *CURRENT SURVEY CONTROL
 TU0803  ___________________________________________________________________
 TU0803* NAD 83(1986)-  22 06 48.     (N)    159 40 11.     (W)     SCALED    
 TU0803* LOCAL TIDAL -      1140.934  (meters)    3743.21   (feet)  ADJ UNCH  
 TU0803  ___________________________________________________________________
 TU0803  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0803
 TU0803  VERT ORDER  -  SECOND    CLASS 0
 TU0803
 TU0803.The horizontal coordinates were scaled from a topographic map and have
 TU0803.an estimated accuracy of +/- 6 seconds.
 TU0803
 TU0803.The orthometric height was key entered from printed documents
 TU0803.and not key verified.
 TU0803
 TU0803.The geoid height was determined by GEOID03.
 TU0803
 TU0803;                    North         East    Units  Estimated Accuracy
 TU0803;SPC HI 4     -    31,010.      482,490.      MT  (+/- 180 meters Scaled)
 TU0803
 TU0803                          SUPERSEDED SURVEY CONTROL
 TU0803
 TU0803.No superseded survey control is available for this station.
 TU0803
 TU0803_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK309455(NAD 83)
 TU0803_MARKER: Z = SEE DESCRIPTION
 TU0803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0803_SP_SET: TOWER
 TU0803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0803
 TU0803  HISTORY     - Date     Condition        Report By
 TU0803  HISTORY     - UNK      MONUMENTED       DOD
 TU0803  HISTORY     - 1964     GOOD             NGS
 TU0803
 TU0803                          STATION DESCRIPTION
 TU0803
 TU0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0803'1.5 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0803'1.35 MILES SOUTH OF THE KOKEE PARK HEADQUARTERS, THENCE LEFT FOR 0.15
 TU0803'MILE TO THE PACIFIC MISSILE RANGE, KOKEE PARK COMPOUND, THENCE LEFT
 TU0803'(AROUND THE BUILDING) FOR 0.05 MILE TO THE ANTENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1933 ***********************************************************************
 TU1933  DESIGNATION -  RACE
 TU1933  PID         -  TU1933
 TU1933  STATE/COUNTY-  HI/KAUAI
 TU1933  USGS QUAD   -  KAPAA (1996)
 TU1933
 TU1933                         *CURRENT SURVEY CONTROL
 TU1933  ___________________________________________________________________
 TU1933* NAD 83(1993)-  22 03 11.31630(N)    159 19 38.92197(W)     ADJUSTED  
 TU1933* LOCAL TIDAL -                                                        
 TU1933  ___________________________________________________________________
 TU1933  EPOCH DATE  -        1993.62
 TU1933  LAPLACE CORR-         -14.48  (seconds)                    DEFLEC99
 TU1933  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU1933
 TU1933  HORZ ORDER  -  THIRD
 TU1933
 TU1933.The horizontal coordinates were established by classical geodetic methods
 TU1933.and adjusted by the National Geodetic Survey in December 1998..
 TU1933.The horizontal coordinates are valid at the epoch date displayed above.
 TU1933.The epoch date for horizontal control is a decimal equivalence
 TU1933.of Year/Month/Day.
 TU1933
 TU1933
 TU1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1933
 TU1933.The geoid height was determined by GEOID03.
 TU1933
 TU1933;                    North         East     Units Scale Factor Converg.
 TU1933;SPC HI 4     -    24,349.286   517,808.155   MT  0.99999392   +0 03 53.2
 TU1933;UTM  04      - 2,438,745.465   466,209.887   MT  0.99961411   -0 07 22.6
 TU1933
 TU1933                          SUPERSEDED SURVEY CONTROL
 TU1933
 TU1933  NAD 83(1986)-  22 03 11.28832(N)    159 19 38.97740(W) AD(       ) 4
 TU1933  OLD HI      -  22 03 22.63100(N)    159 19 49.04700(W) AD(       ) 3
 TU1933
 TU1933.Superseded values are not recommended for survey control.
 TU1933.NGS no longer adjusts projects to the OLD HI datum.
 TU1933.See file dsdata.txt to determine how the superseded data were derived.
 TU1933
 TU1933_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6621038745(NAD 83)
 TU1933
 TU1933  HISTORY     - Date     Condition        Report By
 TU1933  HISTORY     - 1910     MONUMENTED       CGS
 TU1933  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1933  HISTORY     - 19980811 MARK NOT FOUND   USPSQD
 TU1933
 TU1933                          STATION DESCRIPTION
 TU1933
 TU1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1933'ON THE EAST COAST OF KAUAI, NEAR THE SOUTHEAST CORNER OF THE
 TU1933'OLD OLOHENA RACE TRACK JUST BELOW WAIPOULI.  STATION IS A
 TU1933'FURLONG POST, 4 BY 4 INCHES BY 9 FEET.  A SIMILAR POST EXACTLY
 TU1933'OPPOSITE AND ON THE INSIDE OF THE TRACK WAS MARKED BY FOUR
 TU1933'NAILS AS A SQUARE WITH A FIFTH NAIL IN THE CENTER.  IN 1927 IT
 TU1933'WAS REPORTED THAT THE POST HAD ROTTED AWAY AND THE POST ITSELF
 TU1933'FOUND LYING CLOSE TO ITS ORIGIAL POSITION.  THE REFERENCE MARK
 TU1933'WAS FOUND AS DESCRIBED.
 TU1933
 TU1933                          STATION RECOVERY (1965)
 TU1933
 TU1933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1933'STATION IS GONE.  THE OLD RACETRACK WAS ABANDONED LONG AGO AND
 TU1933'NOTHING REMAINS OF IT.  THE LAND IS NOW PASTURE.
 TU1933
 TU1933                          STATION RECOVERY (1998)
 TU1933
 TU1933'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1389 ***********************************************************************
 TU1389  DESIGNATION -  RAD
 TU1389  PID         -  TU1389
 TU1389  STATE/COUNTY-  HI/HONOLULU
 TU1389  USGS QUAD   -  PEARL HARBOR (1983)
 TU1389
 TU1389                         *CURRENT SURVEY CONTROL
 TU1389  ___________________________________________________________________
 TU1389* NAD 83(1993)-  21 18 34.90820(N)    157 54 06.90675(W)     ADJUSTED  
 TU1389* LOCAL TIDAL -                                                        
 TU1389  ___________________________________________________________________
 TU1389  EPOCH DATE  -        1993.62
 TU1389  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 TU1389  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1389
 TU1389  HORZ ORDER  -  THIRD
 TU1389
 TU1389.The horizontal coordinates were established by classical geodetic methods
 TU1389.and adjusted by the National Geodetic Survey in December 1998..
 TU1389.The horizontal coordinates are valid at the epoch date displayed above.
 TU1389.The epoch date for horizontal control is a decimal equivalence
 TU1389.of Year/Month/Day.
 TU1389
 TU1389
 TU1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1389
 TU1389.The geoid height was determined by GEOID03.
 TU1389
 TU1389;                    North         East     Units Scale Factor Converg.
 TU1389;SPC HI 3     -    15,839.314   510,176.287   MT  0.99999128   +0 02 08.3
 TU1389;UTM  04      - 2,356,819.893   613,890.401   MT  0.99976028   +0 23 56.7
 TU1389
 TU1389                          SUPERSEDED SURVEY CONTROL
 TU1389
 TU1389  NAD 83(1986)-  21 18 34.85781(N)    157 54 06.91648(W) AD(       ) 4
 TU1389  OLD HI      -  21 18 46.23600(N)    157 54 16.80400(W) AD(       ) 3
 TU1389
 TU1389.Superseded values are not recommended for survey control.
 TU1389.NGS no longer adjusts projects to the OLD HI datum.
 TU1389.See file dsdata.txt to determine how the superseded data were derived.
 TU1389
 TU1389_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1389056820(NAD 83)
 TU1389
 TU1389  HISTORY     - Date     Condition        Report By
 TU1389  HISTORY     - 1925     MONUMENTED       CGS
 TU1389  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1389  HISTORY     - 19990928 POOR             USPSQD
 TU1389
 TU1389                          STATION DESCRIPTION
 TU1389
 TU1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1389'ON SOUTHERN COAST OF OAHU, JUST WEST OF KALIHI CHANNEL, ON
 TU1389'MOKUOEO ISLAND, CENTER OF LARGE HOUSE WITH SLOPING ROOF AT
 TU1389'EAST END OF ISLAND.
 TU1389
 TU1389                          STATION RECOVERY (1965)
 TU1389
 TU1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1389'THE STATION COULD NOT BE IDENTIFIED.  THERE ARE SEVERAL SMALL
 TU1389'SHACKS ON THE ISLAND.
 TU1389
 TU1389                          STATION RECOVERY (1999)
 TU1389
 TU1389'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1389'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1603 ***********************************************************************
 TU1603  DESIGNATION -  RAD
 TU1603  PID         -  TU1603
 TU1603  STATE/COUNTY-  HI/HONOLULU
 TU1603  USGS QUAD   -  KAENA (1983)
 TU1603
 TU1603                         *CURRENT SURVEY CONTROL
 TU1603  ___________________________________________________________________
 TU1603* NAD 83(1993)-  21 34 08.87292(N)    158 15 45.41530(W)     ADJUSTED  
 TU1603* LOCAL TIDAL -       290.2    (meters)     952.     (feet)  VERT ANG  
 TU1603  ___________________________________________________________________
 TU1603  EPOCH DATE  -        1993.62
 TU1603  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 TU1603  GEOID HEIGHT-          14.57  (meters)                     GEOID03
 TU1603
 TU1603  HORZ ORDER  -  SECOND
 TU1603
 TU1603.The horizontal coordinates were established by classical geodetic methods
 TU1603.and adjusted by the National Geodetic Survey in December 1998..
 TU1603.The horizontal coordinates are valid at the epoch date displayed above.
 TU1603.The epoch date for horizontal control is a decimal equivalence
 TU1603.of Year/Month/Day.
 TU1603
 TU1603.The orthometric height was determined by vertical angle observations.
 TU1603
 TU1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1603
 TU1603.The geoid height was determined by GEOID03.
 TU1603
 TU1603;                    North         East     Units Scale Factor Converg.
 TU1603;SPC HI 3     -    44,584.104   472,800.822   MT  0.99999914   -0 05 47.6
 TU1603;UTM  04      - 2,385,317.691   576,342.790   MT  0.99967202   +0 16 15.9
 TU1603
 TU1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1603!SPC HI 3     -   0.99995210  x   0.99999914  =   0.99995124
 TU1603!UTM  04      -   0.99995210  x   0.99967202  =   0.99962414
 TU1603
 TU1603|---------------------------------------------------------------------|
 TU1603| PID    Reference Object                     Distance      Geod. Az  |
 TU1603|                                                           dddmmss.s |
 TU1603| CJ9002 RAD RM                                             11616     |
 TU1603| TU1589 KAENA POINT RADIO MAST              APPROX. 1.7 KM 1172148.8 |
 TU1603| TU1602 MODEL 1958                            9.440 METERS 15136     |
 TU1603| TU1702 KEPUHI NEW                          APPROX.10.1 KM 1563003.8 |
 TU1603|---------------------------------------------------------------------|
 TU1603
 TU1603                          SUPERSEDED SURVEY CONTROL
 TU1603
 TU1603  NAD 83(1986)-  21 34 08.82209(N)    158 15 45.42749(W) AD(       ) 2
 TU1603  OLD HI      -  21 34 20.23309(N)    158 15 55.33306(W) AD(       ) 2
 TU1603
 TU1603.Superseded values are not recommended for survey control.
 TU1603.NGS no longer adjusts projects to the OLD HI datum.
 TU1603.See file dsdata.txt to determine how the superseded data were derived.
 TU1603
 TU1603_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7634385318(NAD 83)
 TU1603_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1603_SETTING: 66 = SET IN ROCK OUTCROP
 TU1603
 TU1603  HISTORY     - Date     Condition        Report By
 TU1603  HISTORY     - 1958     MONUMENTED       CGS
 TU1603  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1603
 TU1603                          STATION DESCRIPTION
 TU1603
 TU1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1603'THE STATION IS ON KAENA POINT, OAHU ISLAND, HAWAII, ABOUT 2.8
 TU1603'MILES SOUTHEAST OF THE WEST END OF THE DILLINGHAM AIRFORCE
 TU1603'RUNWAY, AND ABOUT 1.6 MILES EAST OF THE POINT KAENA LIGHT HOUSE.
 TU1603'
 TU1603'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST
 TU1603'AND NORTH FOR 6.9 MILES TO THE END OF THE PAVEMENT AND A CEMETARY
 TU1603'ON THE RIGHT CONTINUE STRAIGHT AHEAD 1.5 MILE TO A T-INTERSECTION,
 TU1603'TURN RIGHT AND FOLLOW THE WINDING ROAD UP THE HILL 1.6 MILES TO
 TU1603'THE TOP AND A T-INTERSECTION, TURN LEFT ON GRADED ROAD AND GO
 TU1603'1.7 MILES TO THE RADAR STATION ON THE LEFT.
 TU1603'
 TU1603'THE STATION A STANDARD DISK STAMPED RAD 1958 IS SET IN A DRILL
 TU1603'HOLE IN THE RADAR TOWER FLOOR, ACCESS IS HAD THROUGH A DOOR WHICH
 TU1603'IS KEPT LOCKED.
 TU1603'
 TU1603'HEIGHT OF LIGHT ABOVE STATION MARK 7.5 METERS.
 TU1603
 TU1603                          STATION RECOVERY (1969)
 TU1603
 TU1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1603'STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 TU1603'RADAR TOWER MENTIONED IN THE 1958 DESCRIPTION IS NO LONGER AT
 TU1603'THE STATION SITE.  STATION MODEL 1958 AND REFERENCE MARK 1 WERE
 TU1603'OBSERVED FOR REFERENCE POINTS.  THE DISTANCE TO MODEL 1958 WAS
 TU1603'CHECKED AND FOUND TO BE CORRECT.
 TU1603'
 TU1603'TEMPORARY POINT A WAS USED FOR POSITION CHECK FROM KEPUHI NEW 1927.
 TU1603'
 TU1603'GEODIMETER TRAVERSE WAS MADE TO KEPUHI NEW 1927 FROM THE STATION
 TU1603'AND POINT A.
 TU1603'
 TU1603'A NEW DESCRIPTION FOLLOWS--
 TU1603'
 TU1603'STATION IS LOCATED ABOUT 8 MILES NORTH OF MAKAHA AND 2 MILES
 TU1603'SOUTH-SOUTHEAST OF THE KEANA POINT LIGHTHOUSE AT THE U.S. AIR
 TU1603'FORCE KAENA POINT SATELLITE TRACKING STATION JUST SOUTH OF
 TU1603'BUILDING NUMBER 35.
 TU1603'
 TU1603'TO REACH FROM THE KEANA POINT SATELLITE TRACKING STATION GUARD
 TU1603'GATE, GO NORTHWESTERLY ON SURFACED ROAD FOR 1.6 MILES TO BUILDING
 TU1603'NUMBER 35 AND STATION ON THE LEFT.
 TU1603'
 TU1603'STATION MARK, A STANDARD DISK STAMPED RAD 1958, IS SET IN A
 TU1603'DRILL HOLE IN A 6 FOOT SQUARE CONCRETE SLAB.  THE MARK IS 96
 TU1603'FEET NORTH OF A POWER LINE POLE, 81.5 FEET SOUTHWEST OF CENTER
 TU1603'OF GATE AND 48 FEET SOUTH OF THE SOUTHEAST CORNER OF BUILDING
 TU1603'NUMBER 35.
 TU1603'
 TU1603'MODEL 1958, A STANDARD DISK STAMPED MODEL 1958, IS SET IN A
 TU1603'DRILL HOLE IN THE SOUTHWEST CORNER OF A LARGE CONCRETE SLAB.  THE
 TU1603'MARK IS 90 FEET SOUTHWEST OF CENTER OF GATE, 68 FEET NORTHWEST
 TU1603'OF A POWER LINE POLE AND 66 FEET SOUTH OF THE SOUTHEAST CORNER
 TU1603'ON BUILDING NUMBER 35.
 TU1603'
 TU1603'REFERENCE MARK, A STANDARD DISK STAMPED MODEL NO 1 1958, IS SET
 TU1603'IN A DRILL HOLE IN A 3 FOOT SQUARE SLAB.  THE MARK IS 77 FEET
 TU1603'SOUTHWEST OF CENTER OF GATE AND 31 FEET NORTHEAST OF POWER LINE
 TU1603'POLE.
 TU1603'
 TU1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1603'8 MILES NORTH OF MAKAHA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0586 ***********************************************************************
 TU0586  DESIGNATION -  RADIO
 TU0586  PID         -  TU0586
 TU0586  STATE/COUNTY-  HI/HONOLULU
 TU0586  USGS QUAD   -  HAUULA (1983)
 TU0586
 TU0586                         *CURRENT SURVEY CONTROL
 TU0586  ___________________________________________________________________
 TU0586* NAD 83(1993)-  21 31 14.15258(N)    157 59 49.75636(W)     ADJUSTED  
 TU0586* LOCAL TIDAL -       386.881  (meters)    1269.29   (feet)  ADJ UNCH  
 TU0586  ___________________________________________________________________
 TU0586  EPOCH DATE  -        1993.62
 TU0586  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 TU0586  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU0586
 TU0586  HORZ ORDER  -  FIRST
 TU0586  VERT ORDER  -  FIRST     CLASS II
 TU0586
 TU0586.The horizontal coordinates were established by classical geodetic methods
 TU0586.and adjusted by the National Geodetic Survey in December 1998..
 TU0586.The horizontal coordinates are valid at the epoch date displayed above.
 TU0586.The epoch date for horizontal control is a decimal equivalence
 TU0586.of Year/Month/Day.
 TU0586
 TU0586.The orthometric height was key entered from printed documents
 TU0586.and not key verified.
 TU0586
 TU0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0586
 TU0586.The geoid height was determined by GEOID03.
 TU0586
 TU0586;                    North         East     Units Scale Factor Converg.
 TU0586;SPC HI 3     -    39,187.421   500,294.802   MT  0.99999000   +0 00 03.8
 TU0586;UTM  04      - 2,380,098.871   603,862.761   MT  0.99973330   +0 22 04.5
 TU0586
 TU0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0586!SPC HI 3     -   0.99993675  x   0.99999000  =   0.99992675
 TU0586!UTM  04      -   0.99993675  x   0.99973330  =   0.99967007
 TU0586
 TU0586|---------------------------------------------------------------------|
 TU0586| PID    Reference Object                     Distance      Geod. Az  |
 TU0586|                                                           dddmmss.s |
 TU0586| TU0993 ANTENNA                              42.672 METERS 01138     |
 TU0586| TU0584 RADIO AZ MK                                        1994154.7 |
 TU0586| TU1508 WAHIAWA USN COMM STA TOWER          APPROX. 1.0 KM 2404155.2 |
 TU0586| CJ9005 RADIO RM 2                           22.748 METERS 24415     |
 TU0586| CJ9004 RADIO RM 1                           24.672 METERS 33325     |
 TU0586|---------------------------------------------------------------------|
 TU0586
 TU0586                          SUPERSEDED SURVEY CONTROL
 TU0586
 TU0586  NAD 83(1986)-  21 31 14.10253(N)    157 59 49.76735(W) AD(       ) 1
 TU0586  OLD HI      -  21 31 25.52155(N)    157 59 59.66219(W) AD(       ) 1
 TU0586
 TU0586.Superseded values are not recommended for survey control.
 TU0586.NGS no longer adjusts projects to the OLD HI datum.
 TU0586.See file dsdata.txt to determine how the superseded data were derived.
 TU0586
 TU0586_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0386380099(NAD 83)
 TU0586_MARKER: DS = TRIANGULATION STATION DISK
 TU0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0586_STAMPING: RADIO 1962
 TU0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0586+STABILITY: SURFACE MOTION
 TU0586
 TU0586  HISTORY     - Date     Condition        Report By
 TU0586  HISTORY     - 1962     MONUMENTED       CGS
 TU0586  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0586  HISTORY     - 1963     GOOD             NGS
 TU0586  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0586
 TU0586                          STATION DESCRIPTION
 TU0586
 TU0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WRH)
 TU0586'THE STATION IS LOCATED AT THE U.S. NAVY COMMUNICATIONS STATION
 TU0586'ABOUT 2.4 MILES EAST OF THE JUNCTION OF STATE HIGHWAY 80, 82
 TU0586'AND 809 AND 1.7 MILES NORTHEAST OF WAHIAWA.
 TU0586'
 TU0586'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA AVENUE
 TU0586'AND STATE HIGHWAY 80 IN WAHIAWA, GO NORTHWEST ON STATE HIGHWAY
 TU0586'80 FOR 0.8 MILES TO THE JUNCTION WITH STATE HIGHWAY 804.  TURN
 TU0586'RIGHT AND GO NORTHEAST ON STATE HIGHWAY 804 FOR 2.0 MILES TO
 TU0586'THE ENTRANCE TO THE U.S. NAVY COMMUNICATIONS STATION.  CONTINUE
 TU0586'STRAIGHT AHEAD FOR 0.3 MILE TO INTERSECTION WITH MIDWAY
 TU0586'DRIVE*.  TURN LEFT AND GO NORTHERLY FOR 0.6 MILE TO A FORK.
 TU0586'TAKE THE LEFT FORK FOR 0.05 MILE TO THE STATION ON LEFT, AS
 TU0586'DESCRIBED.
 TU0586'
 TU0586'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 TU0586'AHEAD FOR 0.15 MILE TO THE MARK ON RIGHT, AS DESCRIBED.
 TU0586'
 TU0586'THE STATION MARK IS A STANDARD DISK, STAMPED RADIO 1962, SET IN
 TU0586'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 TU0586'ABOVE THE SURFACE OF THE GROUND.  IT IS CENTERED WITHIN THREE
 TU0586'WHITE WITNESS POSTS IN A GRASSY AREA SOUTHWEST OF BUILDING
 TU0586'NO. 79, 24 FEET WEST OF THE WEST EDGE OF A PARKING LOT.
 TU0586'
 TU0586'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED RADIO NO 1
 TU0586'1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 TU0586'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 TU0586'THE SAME ELEVATION AS THE STATION MARK, SET BETWEEN TWO WHITE
 TU0586'WITNESS POSTS, 46 FEET SOUTH OF A WIRE ENCLOSURE AND 32 FEET
 TU0586'SOUTHWEST OF THE CENTER OF A DIRT ROAD.
 TU0586'
 TU0586'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED RADIO NO 2
 TU0586'1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 TU0586'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT
 TU0586'THE SAME ELEVATION AS THE STATION MARK, SET BETWEEN TWO WHITE
 TU0586'POSTS, AND 30 FEET NORTH OF A WOODEN ANTENNA POLE.
 TU0586'
 TU0586'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RADIO 1962,
 TU0586'CEMENTED IN A DRILL HOLE IN THE FOURTH STEP AT THE NORTH ENTRANCE
 TU0586'TO THE ADMINISTRATION BUILDING (BUILDING NO. 10)
 TU0586'
 TU0586'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU0586
 TU0586                          STATION RECOVERY (1963)
 TU0586
 TU0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0586'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU0586'COMPLETE DESCRIPTION FOLLOWS--
 TU0586'
 TU0586'STATION IS LOCATED, AIRLINE, ABOUT 2 MILES NORTHEAST OF THE CENTER
 TU0586'OF WAHIAWA AND 1-1/2 MILES EAST-NORTHEAST OF WHITMORE VILLAGE, ON
 TU0586'PROPERTY OF THE U.S. NAVAL COMMUNICATIONS STATION.
 TU0586'
 TU0586'TO REACH STATION FROM THE INTERSECTION OF CALIFORNIA AVENUE AND
 TU0586'STATE HIGHWAY 80 IN WAHIAWA, GO NORTHERLY ON STATE HIGHWAY 80
 TU0586'FOR 0.85 MILE.  TURN RIGHT AND GO 2.0 MILES ON STATE HIGHWAY 804
 TU0586'TO THE ENTRANCE TO THE U.S. NAVAL COMMUNICATIONS STATION.
 TU0586'CONTINUE AHEAD FOR 0.3 MILE.  TURN LEFT AND GO 0.55 MILE ON MIDWAY
 TU0586'DRIVE.  FORK LEFT ONTO POLARIS DRIVE AND GO 0.05 MILE TO
 TU0586'STATION ON LEFT.
 TU0586'
 TU0586'STATION MARK IS A STANDARD DISK, STAMPED RADIO 1962, SET IN THE
 TU0586'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 TU0586'INCHES.  IT IS LOCATED IN GRASSY AREA AND CENTERED BETWEEN 3
 TU0586'WHITE WITNESS POSTS, 124 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 TU0586'CORNER OF BUILDING NO. 79 AND 22.3 FEET SOUTHWEST OF THE EDGE
 TU0586'OF POLARIS DRIVE.
 TU0586'
 TU0586'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RADIO 1
 TU0586'1962, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 TU0586'THAT PROJECTS ABOUT 1 INCH.  IT IS 35 FEET SOUTHWEST OF THE
 TU0586'EDGE OF POLARIS DRIVE, 44.6 FEET SOUTHEAST OF A WIRE ENCLOSURE,
 TU0586'MIDWAY BETWEEN 2 WHITE WITNESS POSTS THAT ARE 8 FEET APART,
 TU0586'AND IS ABOUT 1 FOOT HIGHER THAN STATION MARK.
 TU0586'
 TU0586'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RADIO NO 2
 TU0586'1962, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 TU0586'THAT PROJECTS ABOUT 1 INCH.  IT IS 57.0 FEET NORTH OF A WOODEN
 TU0586'ANTENNA POLE, MIDWAY BETWEEN TWO WHITE WITNESS POSTS THAT ARE 6
 TU0586'FEET APART, AND AT ABOUT SAME ELEVATION AS STATION MARK.
 TU0586'
 TU0586'THE AZIMUTH MARK IS A STANDARD DISK STAMPED RADIO 1962, CEMENTED
 TU0586'IN A DRILL HOLE IN THE FOURTH STEP AT THE NORTH ENTRANCE OF
 TU0586'BUILDING NO. 10, THE ADMINISTRATION BUILDING.  TO REACH FROM
 TU0586'THE MAIN ENTRANCE OF THE U.S. NAVAL COMMUNICATIONS STATION,
 TU0586'GO EASTERLY ON THE MAIN STREET FOR 0.45 MILE TO THE MARK ON
 TU0586'THE RIGHT.
 TU0586
 TU0586                          STATION RECOVERY (1963)
 TU0586
 TU0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TU0586'2 MI NE FROM WAHIAWA.
 TU0586'0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM THE POST OFFICE IN
 TU0586'WAHIAWA, THENCE 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 80, THENCE 2.3
 TU0586'MILES NORTHEASTERLY ALONG STATE HIGHWAY 804 TO THE INTERSECTION OF
 TU0586'MIDWAY DRIVE ON THE U.S. NAVAL COMMUNICATIONS STATION, THENCE 0.55
 TU0586'MILE NORTHERLY ON MIDWAY DRIVE, THENCE 0.05 MILE NORTHWEST ON POLARIS
 TU0586'DRIVE.  STATION MARK IS CENTERED WITHIN 3 WHITE WITNESS POSTS IN A
 TU0586'GRASSY AREA, 22.3 FEET SOUTHWEST OF EDGE OF POLARIS DRIVE, 124 FEET
 TU0586'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF BUILDING NO. 79, AND SET IN THE
 TU0586'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 TU0586'ABOVE GROUND.
 TU0586
 TU0586                          STATION RECOVERY (1969)
 TU0586
 TU0586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0586'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 TU0586'WERE RECOVERED AS DESCRIBED IN THE 1963 RECOVERY NOTE.  THE TO
 TU0586'REACH IS ADEQUATE.  A TRAVERSE WAS MADE TO STATION ANTENNA 1962.
 TU0586'
 TU0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0586'2.0 MILES NORTHEAST OF WAHIAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0584 ***********************************************************************
 TU0584  DESIGNATION -  RADIO AZ MK
 TU0584  PID         -  TU0584
 TU0584  STATE/COUNTY-  HI/HONOLULU
 TU0584  USGS QUAD   -  HAUULA (1983)
 TU0584
 TU0584                         *CURRENT SURVEY CONTROL
 TU0584  ___________________________________________________________________
 TU0584* NAD 83(1986)-  21 30 58.     (N)    157 59 55.     (W)     SCALED    
 TU0584* LOCAL TIDAL -       367.465  (meters)    1205.59   (feet)  ADJ UNCH  
 TU0584  ___________________________________________________________________
 TU0584  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0584
 TU0584  VERT ORDER  -  FIRST     CLASS II
 TU0584
 TU0584.The horizontal coordinates were scaled from a topographic map and have
 TU0584.an estimated accuracy of +/- 6 seconds.
 TU0584
 TU0584.The orthometric height was key entered from printed documents
 TU0584.and not key verified.
 TU0584
 TU0584.The geoid height was determined by GEOID03.
 TU0584
 TU0584;                    North         East    Units  Estimated Accuracy
 TU0584;SPC HI 3     -    38,690.      500,140.      MT  (+/- 180 meters Scaled)
 TU0584
 TU0584                          SUPERSEDED SURVEY CONTROL
 TU0584
 TU0584.No superseded survey control is available for this station.
 TU0584
 TU0584_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ037796(NAD 83)
 TU0584_MARKER: DZ = AZIMUTH MARK DISK
 TU0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0584_SP_SET: BUILDING
 TU0584_STAMPING: RADIO 1962
 TU0584_MARK LOGO: CGS   
 TU0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0584
 TU0584  HISTORY     - Date     Condition        Report By
 TU0584  HISTORY     - 1962     MONUMENTED       CGS
 TU0584  HISTORY     - 1963     GOOD             NGS
 TU0584
 TU0584                          STATION DESCRIPTION
 TU0584
 TU0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0584'2 MI NE FROM WAHIAWA.
 TU0584'0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM THE POST OFFICE IN
 TU0584'WAHIAWA, THENCE 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 80, THENCE 2.5
 TU0584'MILES NORTHEASTERLY ALONG STATE HIGHWAY 804 TO THE ADMINISTRATION
 TU0584'BUILDING ON THE U.S. NAVAL COMMUNICATIONS STATION, CEMENTED IN A DRILL
 TU0584'HOLE 1-1/2 FEET NORTHEAST OF THE SOUTHWEST END OF THE 4TH STEP OF THE
 TU0584'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1483 ***********************************************************************
 TU1483  DESIGNATION -  RADIO CORP POWER PLANT CHIMNEY
 TU1483  PID         -  TU1483
 TU1483  STATE/COUNTY-  HI/HONOLULU
 TU1483  USGS QUAD   -  KAHUKU (1983)
 TU1483
 TU1483                         *CURRENT SURVEY CONTROL
 TU1483  ___________________________________________________________________
 TU1483* NAD 83(1993)-  21 42 21.91073(N)    157 58 22.35294(W)     ADJUSTED  
 TU1483* LOCAL TIDAL -                                                        
 TU1483  ___________________________________________________________________
 TU1483  EPOCH DATE  -        1993.62
 TU1483  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 TU1483  GEOID HEIGHT-          12.95  (meters)                     GEOID03
 TU1483
 TU1483  HORZ ORDER  -  THIRD
 TU1483
 TU1483.The horizontal coordinates were established by classical geodetic methods
 TU1483.and adjusted by the National Geodetic Survey in December 1998..
 TU1483.The horizontal coordinates are valid at the epoch date displayed above.
 TU1483.The epoch date for horizontal control is a decimal equivalence
 TU1483.of Year/Month/Day.
 TU1483
 TU1483
 TU1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1483
 TU1483.The geoid height was determined by GEOID03.
 TU1483
 TU1483;                    North         East     Units Scale Factor Converg.
 TU1483;SPC HI 3     -    59,725.676   502,806.608   MT  0.99999010   +0 00 36.1
 TU1483;UTM  04      - 2,400,647.637   606,241.864   MT  0.99973947   +0 22 47.7
 TU1483
 TU1483                          SUPERSEDED SURVEY CONTROL
 TU1483
 TU1483  NAD 83(1986)-  21 42 21.86309(N)    157 58 22.36361(W) AD(       ) 4
 TU1483  OLD HI      -  21 42 33.30100(N)    157 58 32.28300(W) AD(       ) 3
 TU1483
 TU1483.Superseded values are not recommended for survey control.
 TU1483.NGS no longer adjusts projects to the OLD HI datum.
 TU1483.See file dsdata.txt to determine how the superseded data were derived.
 TU1483
 TU1483_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFK0624200648(NAD 83)
 TU1483
 TU1483  HISTORY     - Date     Condition        Report By
 TU1483  HISTORY     - UNK      MONUMENTED
 TU1483  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1483  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1483
 TU1483                          STATION DESCRIPTION
 TU1483
 TU1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1483'LOCALITY - KAHUKU POINT.  THE STACK IS 115 FEET HIGH, BUILT OF
 TU1483'YELLOW BRICK IN 1914.  IT IS ABOUT 6 METERS E OF A LARGE POWERHOUSE.
 TU1483'
 TU1483'H.A. LINE - 400 METERS N.
 TU1483
 TU1483                          STATION RECOVERY (1965)
 TU1483
 TU1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1483'THE CHIMNEY HAS BEEN REMOVED, HOWEVER THE OLD CONCRETE FOUNDATION
 TU1483'REMAINS, NEAR THE SOUTHEAST CORNER OF THE LARGE POWERHOUSE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0587 ***********************************************************************
 TU0587  DESIGNATION -  RADIO RM 1
 TU0587  PID         -  TU0587
 TU0587  STATE/COUNTY-  HI/HONOLULU
 TU0587  USGS QUAD   -  HAUULA (1983)
 TU0587
 TU0587                         *CURRENT SURVEY CONTROL
 TU0587  ___________________________________________________________________
 TU0587* NAD 83(1986)-  21 31 14.     (N)    157 59 49.     (W)     SCALED    
 TU0587* LOCAL TIDAL -       386.949  (meters)    1269.52   (feet)  ADJ UNCH  
 TU0587  ___________________________________________________________________
 TU0587  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0587
 TU0587  VERT ORDER  -  FIRST     CLASS II
 TU0587
 TU0587.The horizontal coordinates were scaled from a topographic map and have
 TU0587.an estimated accuracy of +/- 6 seconds.
 TU0587
 TU0587.The orthometric height was key entered from printed documents
 TU0587.and not key verified.
 TU0587
 TU0587.The geoid height was determined by GEOID03.
 TU0587
 TU0587;                    North         East    Units  Estimated Accuracy
 TU0587;SPC HI 3     -    39,180.      500,320.      MT  (+/- 180 meters Scaled)
 TU0587
 TU0587                          SUPERSEDED SURVEY CONTROL
 TU0587
 TU0587.No superseded survey control is available for this station.
 TU0587
 TU0587_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ038800(NAD 83)
 TU0587_MARKER: DR = REFERENCE MARK DISK
 TU0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0587_STAMPING: RADIO 1 1962
 TU0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0587+STABILITY: SURFACE MOTION
 TU0587
 TU0587  HISTORY     - Date     Condition        Report By
 TU0587  HISTORY     - 1962     MONUMENTED       CGS
 TU0587  HISTORY     - 1963     GOOD             NGS
 TU0587
 TU0587                          STATION DESCRIPTION
 TU0587
 TU0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0587'2 MI NE FROM WAHIAWA.
 TU0587'0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM THE POST OFFICE IN
 TU0587'WAHIAWA, THENCE 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 80, THENCE 2.3
 TU0587'MILES NORTHEASTERLY ALONG STATE HIGHWAY 804 TO THE INTERSECTION WITH
 TU0587'MIDWAY DRIVE ON THE U.S. NAVAL COMMUNICATIONS STATION, THENCE 0.55
 TU0587'MILE NORTHERLY ON MIDWAY DRIVE, THENCE 0.05 MILE NORTHWEST ON POLARIS
 TU0587'DRIVE.  REFERENCE MARK 35.0 FEET SOUTHWEST OF EDGE OF POLARIS DRIVE,
 TU0587'44.6 FEET SOUTHEAST OF A WIRE ENCLOSURE, 4 FEET WEST-SOUTHWEST OF ONE
 TU0587'WHITE WITNESS POST, 4 FEET SOUTHEAST OF A SECOND WHITE WITNESS POST,
 TU0587'AND SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU0587'PROJECTS ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0585 ***********************************************************************
 TU0585  DESIGNATION -  RADIO RM 2
 TU0585  PID         -  TU0585
 TU0585  STATE/COUNTY-  HI/HONOLULU
 TU0585  USGS QUAD   -  HAUULA (1983)
 TU0585
 TU0585                         *CURRENT SURVEY CONTROL
 TU0585  ___________________________________________________________________
 TU0585* NAD 83(1986)-  21 31 14.     (N)    157 59 49.     (W)     SCALED    
 TU0585* LOCAL TIDAL -       386.436  (meters)    1267.83   (feet)  ADJ UNCH  
 TU0585  ___________________________________________________________________
 TU0585  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU0585
 TU0585  VERT ORDER  -  FIRST     CLASS II
 TU0585
 TU0585.The horizontal coordinates were scaled from a topographic map and have
 TU0585.an estimated accuracy of +/- 6 seconds.
 TU0585
 TU0585.The orthometric height was key entered from printed documents
 TU0585.and not key verified.
 TU0585
 TU0585.The geoid height was determined by GEOID03.
 TU0585
 TU0585;                    North         East    Units  Estimated Accuracy
 TU0585;SPC HI 3     -    39,180.      500,320.      MT  (+/- 180 meters Scaled)
 TU0585
 TU0585                          SUPERSEDED SURVEY CONTROL
 TU0585
 TU0585.No superseded survey control is available for this station.
 TU0585
 TU0585_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ038800(NAD 83)
 TU0585_MARKER: DR = REFERENCE MARK DISK
 TU0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0585_STAMPING: RADIO NO 2 1962
 TU0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0585+STABILITY: SURFACE MOTION
 TU0585
 TU0585  HISTORY     - Date     Condition        Report By
 TU0585  HISTORY     - 1962     MONUMENTED       CGS
 TU0585  HISTORY     - 1963     GOOD             NGS
 TU0585
 TU0585                          STATION DESCRIPTION
 TU0585
 TU0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0585'2 MI NE FROM WAHIAWA.
 TU0585'0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM THE POST OFFICE IN
 TU0585'WAHIAWA, THENCE 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 80, THENCE 2.3
 TU0585'MILES NORTHEASTERLY ON STATE HIGHWAY 804 TO THE INTERSECTION OF MIDWAY
 TU0585'DRIVE ON THE U.S. NAV 1 COMMUNICATIONS STATION, THENCE 0.55 MILE
 TU0585'NORTHERLY ON MIDWAY DRIVE, THENCE 0.05 MILE NORTHWEST ON POLARIS
 TU0585'DRIVE.  REFERENCE MARK NUMBER TWO IS 74.5 FEET SOUTHWEST OF THE
 TU0585'STATION MARK, 57.0 FEET NORTH OF A WOODEN ANTENNA POLE, 3 FEET
 TU0585'NORTH-NORTHWEST OF ONE WHITE WITNESS POST, 3 FEET EAST OF A SECOND
 TU0585'WHITE WITNESS POST, AND SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE
 TU0585'MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1267 ***********************************************************************
 TU1267  DESIGNATION -  RADIO STATION KGU EAST TOWER
 TU1267  PID         -  TU1267
 TU1267  STATE/COUNTY-  HI/HONOLULU
 TU1267  USGS QUAD   -  HONOLULU (1983)
 TU1267
 TU1267                         *CURRENT SURVEY CONTROL
 TU1267  ___________________________________________________________________
 TU1267* NAD 83(1993)-  21 18 11.07186(N)    157 51 20.17643(W)     ADJUSTED  
 TU1267* LOCAL TIDAL -                                                        
 TU1267  ___________________________________________________________________
 TU1267  EPOCH DATE  -        1993.62
 TU1267  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 TU1267  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1267
 TU1267  HORZ ORDER  -  THIRD
 TU1267
 TU1267.The horizontal coordinates were established by classical geodetic methods
 TU1267.and adjusted by the National Geodetic Survey in December 1998..
 TU1267.The horizontal coordinates are valid at the epoch date displayed above.
 TU1267.The epoch date for horizontal control is a decimal equivalence
 TU1267.of Year/Month/Day.
 TU1267
 TU1267
 TU1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1267
 TU1267.The geoid height was determined by GEOID03.
 TU1267
 TU1267;                    North         East     Units Scale Factor Converg.
 TU1267;SPC HI 3     -    15,109.908   514,982.198   MT  0.99999277   +0 03 08.9
 TU1267;UTM  04      - 2,356,121.141   618,699.761   MT  0.99977411   +0 24 56.9
 TU1267
 TU1267                          SUPERSEDED SURVEY CONTROL
 TU1267
 TU1267  NAD 83(1986)-  21 18 11.02123(N)    157 51 20.18576(W) AD(       ) 4
 TU1267  OLD HI      -  21 18 22.40600(N)    157 51 30.05700(W) AD(       ) 3
 TU1267
 TU1267.Superseded values are not recommended for survey control.
 TU1267.NGS no longer adjusts projects to the OLD HI datum.
 TU1267.See file dsdata.txt to determine how the superseded data were derived.
 TU1267
 TU1267_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1870056121(NAD 83)
 TU1267
 TU1267  HISTORY     - Date     Condition        Report By
 TU1267  HISTORY     - 1930     MONUMENTED       CGS
 TU1267  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1267
 TU1267                          STATION DESCRIPTION
 TU1267
 TU1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JHP)
 TU1267'KGU EAST RADIO TOWER, STEEL SKELETON, HEIGHT 200 FEET ABOVE
 TU1267'MEAN SEA LEVEL.  NEON LIGHTED RED BETWEEN 6 P.M. AND MIDNIGHT FROM
 TU1267'HEIGHT OF 50 FEET TO 200 FEET.
 TU1267'
 TU1267'THIS TOWER IS VERY DISTINCTIVE AT NIGHT.  IT IS LIGHTED TO A
 TU1267'HEIGHT OF 7 FEET ABOVE THE HARBOR LIGHT, AND HAS BEEN REPORTED BY
 TU1267'OFFICERS OF THE PIONEER AS BEING VISIBLE AT THE SAME DISTANCE AS
 TU1267'THE HARBOR LIGHT FROM A SOUTHWARD POSITION.
 TU1267
 TU1267                          STATION RECOVERY (1964)
 TU1267
 TU1267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1267'STATION WAS RECOVERED IN GOOD CONDITION.
 TU1267'
 TU1267'LOCATED IN HONOLULU AT INTERSECTION OF KAPIOLANI BLVD. AND SOUTH
 TU1267'STREET, ON ROOF OF STAR BULLETIN BUILDING.  STATION IS A 4-LEGGED,
 TU1267'TAPERING, SKELETON STEEL STRUCTURE, PAINTED ALTERNATE RED AND
 TU1267'WHITE.  TOP OF TOWER IS 200 FEET ABOVE SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1268 ***********************************************************************
 TU1268  DESIGNATION -  RADIO STATION KGU WEST TOWER
 TU1268  PID         -  TU1268
 TU1268  STATE/COUNTY-  HI/HONOLULU
 TU1268  USGS QUAD   -  HONOLULU (1983)
 TU1268
 TU1268                         *CURRENT SURVEY CONTROL
 TU1268  ___________________________________________________________________
 TU1268* NAD 83(1993)-  21 18 10.66271(N)    157 51 21.66429(W)     ADJUSTED  
 TU1268* LOCAL TIDAL -                                                        
 TU1268  ___________________________________________________________________
 TU1268  EPOCH DATE  -        1993.62
 TU1268  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 TU1268  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1268
 TU1268  HORZ ORDER  -  THIRD
 TU1268
 TU1268.The horizontal coordinates were established by classical geodetic methods
 TU1268.and adjusted by the National Geodetic Survey in December 1998..
 TU1268.The horizontal coordinates are valid at the epoch date displayed above.
 TU1268.The epoch date for horizontal control is a decimal equivalence
 TU1268.of Year/Month/Day.
 TU1268
 TU1268
 TU1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1268
 TU1268.The geoid height was determined by GEOID03.
 TU1268
 TU1268;                    North         East     Units Scale Factor Converg.
 TU1268;SPC HI 3     -    15,097.286   514,939.327   MT  0.99999276   +0 03 08.3
 TU1268;UTM  04      - 2,356,108.249   618,656.980   MT  0.99977398   +0 24 56.4
 TU1268
 TU1268                          SUPERSEDED SURVEY CONTROL
 TU1268
 TU1268  NAD 83(1986)-  21 18 10.61208(N)    157 51 21.67363(W) AD(       ) 4
 TU1268  OLD HI      -  21 18 21.99700(N)    157 51 31.54400(W) AD(       ) 3
 TU1268
 TU1268.Superseded values are not recommended for survey control.
 TU1268.NGS no longer adjusts projects to the OLD HI datum.
 TU1268.See file dsdata.txt to determine how the superseded data were derived.
 TU1268
 TU1268_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1865756108(NAD 83)
 TU1268
 TU1268  HISTORY     - Date     Condition        Report By
 TU1268  HISTORY     - 1930     MONUMENTED       CGS
 TU1268  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1268
 TU1268                          STATION DESCRIPTION
 TU1268
 TU1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (JHP)
 TU1268'KGU WEST RADIO TOWER, STEEL, SKELETON, HEIGHT 187 FEET ABOVE
 TU1268'MEAN SEA LEVEL.
 TU1268
 TU1268                          STATION RECOVERY (1964)
 TU1268
 TU1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1268'STATION WAS RECOVERED IN GOOD CONDITION.
 TU1268'
 TU1268'LOCATED IN HONOLULU AT INTERSECTION OF KAPIOLANI BLVD. AND SOUTH
 TU1268'STREET, ON ROOF OF STAR BULLETIN BUILDING.  STATION IS A 4-LEGGED,
 TU1268'TAPERING, SKELETON STEEL STRUCTURE, PAINTED ALTERNATE RED AND
 TU1268'WHITE.  TOP OF TOWER IS 187 FEET ABOVE SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1018 ***********************************************************************
 TU1018  DESIGNATION -  RADIO TOWER
 TU1018  PID         -  TU1018
 TU1018  STATE/COUNTY-  HI/HONOLULU
 TU1018  USGS QUAD   -  KOKO HEAD (1983)
 TU1018
 TU1018                         *CURRENT SURVEY CONTROL
 TU1018  ___________________________________________________________________
 TU1018* NAD 83(1993)-  21 17 05.43847(N)    157 41 10.64971(W)     ADJUSTED  
 TU1018* LOCAL TIDAL -                                                        
 TU1018  ___________________________________________________________________
 TU1018  EPOCH DATE  -        1993.62
 TU1018  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 TU1018  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1018
 TU1018  HORZ ORDER  -  THIRD
 TU1018
 TU1018.The horizontal coordinates were established by classical geodetic methods
 TU1018.and adjusted by the National Geodetic Survey in December 1998..
 TU1018.The horizontal coordinates are valid at the epoch date displayed above.
 TU1018.The epoch date for horizontal control is a decimal equivalence
 TU1018.of Year/Month/Day.
 TU1018
 TU1018
 TU1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1018
 TU1018.The geoid height was determined by GEOID03.
 TU1018
 TU1018;                    North         East     Units Scale Factor Converg.
 TU1018;SPC HI 3     -    13,116.814   532,553.903   MT  1.00000309   +0 06 50.0
 TU1018;UTM  04      - 2,354,239.846   636,280.298   MT  0.99982950   +0 28 37.0
 TU1018
 TU1018                          SUPERSEDED SURVEY CONTROL
 TU1018
 TU1018  NAD 83(1986)-  21 17 05.38799(N)    157 41 10.65773(W) AD(       ) 4
 TU1018  OLD HI      -  21 17 16.79300(N)    157 41 20.54900(W) AD(       ) 3
 TU1018
 TU1018.Superseded values are not recommended for survey control.
 TU1018.NGS no longer adjusts projects to the OLD HI datum.
 TU1018.See file dsdata.txt to determine how the superseded data were derived.
 TU1018
 TU1018_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3628054240(NAD 83)
 TU1018
 TU1018  HISTORY     - Date     Condition        Report By
 TU1018  HISTORY     - 1925     MONUMENTED       CGS
 TU1018  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1018  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1018
 TU1018                          STATION DESCRIPTION
 TU1018
 TU1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1018'RADIO TOWER ON TOP OF HIGH CONICAL HILL ON SOUTHEAST COAST OF
 TU1018'OAHU, BETWEEN KOKO HEAD AND MAKAPUU POINT.  (BELONGS TO RADIO
 TU1018'CORPORATION OF AMERICA.)
 TU1018
 TU1018                          STATION RECOVERY (1931)
 TU1018
 TU1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1018'TOWER HAS BEEN REMOVED.  FOUR CONCRETE FOUNDATIONS WERE FOUND,
 TU1018'FORMING A SQUARE.
 TU1018
 TU1018                          STATION RECOVERY (1965)
 TU1018
 TU1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1018'STATION IS GONE--REMOVED MANY YEARS AGO.  IT WAS LOCATED ON
 TU1018'THE SAME HILL AS STATION KOKO CRATER.  THERE IS NOW A RADAR
 TU1018'INSTALLATION ON THIS HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1103 ***********************************************************************
 TU1103  DESIGNATION -  RADIO TOWER 1
 TU1103  PID         -  TU1103
 TU1103  STATE/COUNTY-  HI/HONOLULU
 TU1103  USGS QUAD   -  KANEOHE (1983)
 TU1103
 TU1103                         *CURRENT SURVEY CONTROL
 TU1103  ___________________________________________________________________
 TU1103* NAD 83(1993)-  21 25 36.64105(N)    157 48 20.27049(W)     ADJUSTED  
 TU1103* LOCAL TIDAL -                                                        
 TU1103  ___________________________________________________________________
 TU1103  EPOCH DATE  -        1993.62
 TU1103  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 TU1103  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU1103
 TU1103  HORZ ORDER  -  THIRD
 TU1103
 TU1103.The horizontal coordinates were established by classical geodetic methods
 TU1103.and adjusted by the National Geodetic Survey in December 1998..
 TU1103.The horizontal coordinates are valid at the epoch date displayed above.
 TU1103.The epoch date for horizontal control is a decimal equivalence
 TU1103.of Year/Month/Day.
 TU1103
 TU1103
 TU1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1103
 TU1103.The geoid height was determined by GEOID03.
 TU1103
 TU1103;                    North         East     Units Scale Factor Converg.
 TU1103;SPC HI 3     -    28,819.350   520,150.470   MT  0.99999502   +0 04 15.6
 TU1103;UTM  04      - 2,369,860.255   623,779.668   MT  0.99978933   +0 26 10.9
 TU1103
 TU1103                          SUPERSEDED SURVEY CONTROL
 TU1103
 TU1103  NAD 83(1986)-  21 25 36.59154(N)    157 48 20.27907(W) AD(       ) 4
 TU1103  OLD HI      -  21 25 47.99400(N)    157 48 30.16400(W) AD(       ) 3
 TU1103
 TU1103.Superseded values are not recommended for survey control.
 TU1103.NGS no longer adjusts projects to the OLD HI datum.
 TU1103.See file dsdata.txt to determine how the superseded data were derived.
 TU1103
 TU1103_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2378069860(NAD 83)
 TU1103
 TU1103  HISTORY     - Date     Condition        Report By
 TU1103  HISTORY     - 1932     MONUMENTED       CGS
 TU1103  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1103
 TU1103                          STATION DESCRIPTION
 TU1103
 TU1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1103'AT HEEIA NAVAL RADIO STATIONS, PLACED IN A 600-FOOT EQUILATERAL
 TU1103'TRIANGLE, ONE OF THREE SLENDER, STEEL TOWERS SUPPORTING THE
 TU1103'AERIALS.  ALL TOWERS SET ON CONCRETE BLOCKS.
 TU1103
 TU1103                          STATION RECOVERY (1964)
 TU1103
 TU1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1103'THE TOWER HAS BEEN REMOVED.  THE U.S. NAVAL RADIO STATION WAS
 TU1103'ABANDONED LONG AGO.  THE PROPERTY WAS RETURNED TO THE STATE AND
 TU1103'A SCHOOL BUILDING WAS CONSTRUCTED THERE IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1101 ***********************************************************************
 TU1101  DESIGNATION -  RADIO TOWER 2
 TU1101  PID         -  TU1101
 TU1101  STATE/COUNTY-  HI/HONOLULU
 TU1101  USGS QUAD   -  KANEOHE (1983)
 TU1101
 TU1101                         *CURRENT SURVEY CONTROL
 TU1101  ___________________________________________________________________
 TU1101* NAD 83(1993)-  21 25 39.83819(N)    157 48 14.86872(W)     ADJUSTED  
 TU1101* LOCAL TIDAL -                                                        
 TU1101  ___________________________________________________________________
 TU1101  EPOCH DATE  -        1993.62
 TU1101  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 TU1101  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU1101
 TU1101  HORZ ORDER  -  THIRD
 TU1101
 TU1101.The horizontal coordinates were established by classical geodetic methods
 TU1101.and adjusted by the National Geodetic Survey in December 1998..
 TU1101.The horizontal coordinates are valid at the epoch date displayed above.
 TU1101.The epoch date for horizontal control is a decimal equivalence
 TU1101.of Year/Month/Day.
 TU1101
 TU1101
 TU1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1101
 TU1101.The geoid height was determined by GEOID03.
 TU1101
 TU1101;                    North         East     Units Scale Factor Converg.
 TU1101;SPC HI 3     -    28,917.875   520,305.905   MT  0.99999509   +0 04 17.6
 TU1101;UTM  04      - 2,369,959.749   623,934.440   MT  0.99978980   +0 26 13.0
 TU1101
 TU1101                          SUPERSEDED SURVEY CONTROL
 TU1101
 TU1101  NAD 83(1986)-  21 25 39.78857(N)    157 48 14.87713(W) AD(       ) 4
 TU1101  OLD HI      -  21 25 51.19300(N)    157 48 24.76300(W) AD(       ) 3
 TU1101
 TU1101.Superseded values are not recommended for survey control.
 TU1101.NGS no longer adjusts projects to the OLD HI datum.
 TU1101.See file dsdata.txt to determine how the superseded data were derived.
 TU1101
 TU1101_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2393469960(NAD 83)
 TU1101
 TU1101  HISTORY     - Date     Condition        Report By
 TU1101  HISTORY     - 1932     MONUMENTED       CGS
 TU1101  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1101
 TU1101                          STATION DESCRIPTION
 TU1101
 TU1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1101'AT HEEIA NAVAL RADIO STATIONS, PLACED IN A 600-FOOT EQUILATERAL
 TU1101'TRIANGLE, ONE OF THREE SLENDER, STEEL TOWERS SUPPORTING THE
 TU1101'AERIALS.  ALL TOWERS SET ON CONCRETE BLOCKS.
 TU1101
 TU1101                          STATION RECOVERY (1964)
 TU1101
 TU1101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1101'THE TOWER HAS BEEN REMOVED.  THE U.S. NAVAL RADIO STATION WAS
 TU1101'ABANDONED LONG AGO.  THE PROPERTY WAS RETURNED TO THE STATE AND
 TU1101'A SCHOOL BUILDING WAS CONSTRUCTED THERE IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1104 ***********************************************************************
 TU1104  DESIGNATION -  RADIO TOWER 3
 TU1104  PID         -  TU1104
 TU1104  STATE/COUNTY-  HI/HONOLULU
 TU1104  USGS QUAD   -  KANEOHE (1983)
 TU1104
 TU1104                         *CURRENT SURVEY CONTROL
 TU1104  ___________________________________________________________________
 TU1104* NAD 83(1993)-  21 25 42.57550(N)    157 48 20.57296(W)     ADJUSTED  
 TU1104* LOCAL TIDAL -                                                        
 TU1104  ___________________________________________________________________
 TU1104  EPOCH DATE  -        1993.62
 TU1104  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TU1104  GEOID HEIGHT-          15.93  (meters)                     GEOID03
 TU1104
 TU1104  HORZ ORDER  -  THIRD
 TU1104
 TU1104.The horizontal coordinates were established by classical geodetic methods
 TU1104.and adjusted by the National Geodetic Survey in December 1998..
 TU1104.The horizontal coordinates are valid at the epoch date displayed above.
 TU1104.The epoch date for horizontal control is a decimal equivalence
 TU1104.of Year/Month/Day.
 TU1104
 TU1104
 TU1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1104
 TU1104.The geoid height was determined by GEOID03.
 TU1104
 TU1104;                    North         East     Units Scale Factor Converg.
 TU1104;SPC HI 3     -    29,001.860   520,141.533   MT  0.99999501   +0 04 15.5
 TU1104;UTM  04      - 2,370,042.667   623,769.570   MT  0.99978929   +0 26 11.0
 TU1104
 TU1104                          SUPERSEDED SURVEY CONTROL
 TU1104
 TU1104  NAD 83(1986)-  21 25 42.52591(N)    157 48 20.58147(W) AD(       ) 4
 TU1104  OLD HI      -  21 25 53.92900(N)    157 48 30.46800(W) AD(       ) 3
 TU1104
 TU1104.Superseded values are not recommended for survey control.
 TU1104.NGS no longer adjusts projects to the OLD HI datum.
 TU1104.See file dsdata.txt to determine how the superseded data were derived.
 TU1104
 TU1104_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2377070043(NAD 83)
 TU1104
 TU1104  HISTORY     - Date     Condition        Report By
 TU1104  HISTORY     - 1932     MONUMENTED       CGS
 TU1104  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1104
 TU1104                          STATION DESCRIPTION
 TU1104
 TU1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1104'AT HEEIA NAVAL RADIO STATIONS, PLACED IN A 600-FOOT EQUILATERAL
 TU1104'TRIANGLE, ONE OF THREE SLENDER, STEEL TOWERS SUPPORTING THE
 TU1104'AERIALS.  ALL TOWERS SET ON CONCRETE BLOCKS.
 TU1104
 TU1104                          STATION RECOVERY (1964)
 TU1104
 TU1104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1104'THE TOWER HAS BEEN REMOVED.  THE U.S. NAVAL RADIO STATION WAS
 TU1104'ABANDONED LONG AGO.  THE PROPERTY WAS RETURNED TO THE STATE AND
 TU1104'A SCHOOL BUILDING WAS CONSTRUCTED THERE IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3024 ***********************************************************************
 TU3024  DESIGNATION -  RAIL
 TU3024  PID         -  TU3024
 TU3024  STATE/COUNTY-  HI/MAUI
 TU3024  USGS QUAD   -  WAILUKU (1997)
 TU3024
 TU3024                         *CURRENT SURVEY CONTROL
 TU3024  ___________________________________________________________________
 TU3024* NAD 83(1993)-  20 53 24.82785(N)    156 28 20.77722(W)     ADJUSTED  
 TU3024* LOCAL TIDAL -                                                        
 TU3024  ___________________________________________________________________
 TU3024  EPOCH DATE  -        1993.62
 TU3024  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 TU3024  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU3024
 TU3024  HORZ ORDER  -  THIRD
 TU3024
 TU3024.The horizontal coordinates were established by classical geodetic methods
 TU3024.and adjusted by the National Geodetic Survey in December 1998..
 TU3024.The horizontal coordinates are valid at the epoch date displayed above.
 TU3024.The epoch date for horizontal control is a decimal equivalence
 TU3024.of Year/Month/Day.
 TU3024
 TU3024
 TU3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3024
 TU3024.The geoid height was determined by GEOID03.
 TU3024
 TU3024;                    North         East     Units Scale Factor Converg.
 TU3024;SPC HI 2     -    61,665.313   520,208.103   MT  0.99997171   +0 04 09.3
 TU3024;UTM  04      - 2,312,068.166   762,942.118   MT  1.00045451   +0 54 06.5
 TU3024
 TU3024                          SUPERSEDED SURVEY CONTROL
 TU3024
 TU3024  NAD 83(1986)-  20 53 24.78815(N)    156 28 20.76359(W) AD(       ) 4
 TU3024  OLD HI      -  20 53 36.29000(N)    156 28 30.94300(W) AD(       ) 3
 TU3024
 TU3024.Superseded values are not recommended for survey control.
 TU3024.NGS no longer adjusts projects to the OLD HI datum.
 TU3024.See file dsdata.txt to determine how the superseded data were derived.
 TU3024
 TU3024_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6294212068(NAD 83)
 TU3024
 TU3024  HISTORY     - Date     Condition        Report By
 TU3024  HISTORY     - UNK      MONUMENTED
 TU3024  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3024
 TU3024                          STATION DESCRIPTION
 TU3024
 TU3024'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3024'THIS STATION WAS PLOTTED ON TOPOGRAPHIC SHEET H.  THE DISTANCE
 TU3024'AND THE DIRECTION WAS CHECKED OFF AND THE STATION SEARCHED FOR.  IT
 TU3024'COULD NOT BE FOUND.
 TU3024'
 TU3024'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2748 ***********************************************************************
 TU2748  DESIGNATION -  RAIL 1910
 TU2748  PID         -  TU2748
 TU2748  STATE/COUNTY-  HI/HAWAII
 TU2748  USGS QUAD   -  MAHUKONA (1995)
 TU2748
 TU2748                         *CURRENT SURVEY CONTROL
 TU2748  ___________________________________________________________________
 TU2748* NAD 83(1993)-  20 11 36.09969(N)    155 54 06.80469(W)     ADJUSTED  
 TU2748* LOCAL TIDAL -        40.     (meters)     131.     (feet)  SCALED    
 TU2748  ___________________________________________________________________
 TU2748  EPOCH DATE  -        1993.62
 TU2748  LAPLACE CORR-           9.63  (seconds)                    DEFLEC99
 TU2748  GEOID HEIGHT-          18.11  (meters)                     GEOID03
 TU2748
 TU2748  HORZ ORDER  -  THIRD
 TU2748
 TU2748.The horizontal coordinates were established by classical geodetic methods
 TU2748.and adjusted by the National Geodetic Survey in December 1998..
 TU2748.The horizontal coordinates are valid at the epoch date displayed above.
 TU2748.The epoch date for horizontal control is a decimal equivalence
 TU2748.of Year/Month/Day.
 TU2748
 TU2748.The orthometric height was scaled from a topographic map.
 TU2748
 TU2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2748
 TU2748.The geoid height was determined by GEOID03.
 TU2748
 TU2748;                    North         East     Units Scale Factor Converg.
 TU2748;SPC HI 1     -   150,598.610   457,996.090   MT  0.99998846   -0 08 19.4
 TU2748;UTM  05      - 2,235,531.582   196,720.053   MT  1.00073697   -1 00 08.9
 TU2748
 TU2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2748!SPC HI 1     -   0.99999087  x   0.99998846  =   0.99997933
 TU2748!UTM  05      -   0.99999087  x   1.00073697  =   1.00072783
 TU2748
 TU2748:                Primary Azimuth Mark                     Grid Az
 TU2748:SPC HI 1     -  MAHUKONA HARBOR CHURCH SPIRE             170 22 53.5
 TU2748:UTM  05      -  MAHUKONA HARBOR CHURCH SPIRE             171 14 43.0
 TU2748
 TU2748|---------------------------------------------------------------------|
 TU2748| PID    Reference Object                     Distance      Geod. Az  |
 TU2748|                                                           dddmmss.s |
 TU2748| TU2741 MAHUKONA HARBOR CHURCH SPIRE        APPROX. 0.9 KM 1701434.1 |
 TU2748| TU2742 MAHUKONA HARBOR WHARF DERRICK       APPROX. 1.1 KM 1713239.6 |
 TU2748| TU2744 MAHUKONA HARBOR FLAG A              APPROX. 2.4 KM 1773108.8 |
 TU2748| TU2745 MAHUKONA HARBOR LIGHT MAST          APPROX. 1.4 KM 1781740.9 |
 TU2748| TU2747 MAHUKONA HARBOR S DAY BEACON        APPROX. 1.4 KM 1785710.4 |
 TU2748| TU2749 MAHUKONA HARBOR N DAY BEACON        APPROX. 0.7 KM 1881945.2 |
 TU2748|---------------------------------------------------------------------|
 TU2748
 TU2748                          SUPERSEDED SURVEY CONTROL
 TU2748
 TU2748  NAD 83(1986)-  20 11 36.07345(N)    155 54 06.79658(W) AD(       ) 3
 TU2748  OLD HI      -  20 11 47.38100(N)    155 54 16.76200(W) AD(       ) 3
 TU2748
 TU2748.Superseded values are not recommended for survey control.
 TU2748.NGS no longer adjusts projects to the OLD HI datum.
 TU2748.See file dsdata.txt to determine how the superseded data were derived.
 TU2748
 TU2748_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9672035532(NAD 83)
 TU2748
 TU2748  HISTORY     - Date     Condition        Report By
 TU2748  HISTORY     - 1910     MONUMENTED       CGS
 TU2748  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2748  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2748
 TU2748                          STATION DESCRIPTION
 TU2748
 TU2748'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2748'IN NORTHERN PART OF HAWAII, WEST COAST OF KOHALA, ON THE MOST
 TU2748'PROMINENT POINT OF RIDGE ABOUT 1/2 MILE NORTH OF MAHUKONA.  MARKED
 TU2748'BY DRILL HOLE IN SOLID ROCK.  REACHED BY FOLLOWING ALONG THE
 TU2748'RAILROAD UNTIL IT PASSES THROUGH A ROCK CUT SOME 15 OR 20 FEET IN
 TU2748'HEIGHT ON SIDE TOWARD SEA, WHEN THE STATION WILL BE FOUND ON THE
 TU2748'FIRST PROMINENT POINT OF RIDGE IMMEDIATELY TO THE NORTH.  A
 TU2748'CAIRN WAS LEFT OVER THE STATION.
 TU2748
 TU2748                          STATION RECOVERY (1968)
 TU2748
 TU2748'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2748'STATION WAS RECOVERED.  LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF
 TU2748'HAWI, 3500 FEET NORTH OF MAHUKONA HARBOR, AND 250 FEET EAST OF
 TU2748'OLD RAILROAD BED, ON A ROCKY POINT AT ABOUT 125 FEET ELEVATION,
 TU2748'ON SLOPES COVERED WITH KIAWE TREES.
 TU2748'
 TU2748'TO REACH STATION FROM THE POST OFFICE IN HAWI, GO NORTH ON
 TU2748'STATE HIGHWAY 25 FOR 0.1 MILE.  TURN LEFT AND FOLLOW STATE
 TU2748'HIGHWAY 27 WEST AND SOUTHWEST FOR 7.3 MILES TO MAHUKONA
 TU2748'HARBOR.  TAKE TRACK ROAD RIGHT, PASSING IN FRONT OF STANDARD OIL
 TU2748'TANKS, AND FOLLOW OLD RAILROAD BED NORTH ALONG COAST FOR 0.6
 TU2748'MILE TO END OF TRUCK TRAVEL AT AN OLD RAILROAD CUT, WITH ROCK
 TU2748'POINT ABOUT 15 FEET HIGH, ON LEFT.  WALK ABOUT 150 YARDS NORTH
 TU2748'ALONG RAILROAD GRADE, THEN GO RIGHT, UP SLOPE ABOUT 250 FEET
 TU2748'TO STATION.
 TU2748'
 TU2748'STATION IS MARKED BY A 1/2-INCH DRILL HOLE IN A FLAT ROCK.  THERE
 TU2748'IS A CAIRN WITH A 3-INCH-DIAMETER TARGET POLE IN IT CENTERED OVER
 TU2748'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1939 ***********************************************************************
 TU1939  DESIGNATION -  RAIN
 TU1939  PID         -  TU1939
 TU1939  STATE/COUNTY-  HI/KAUAI
 TU1939  USGS QUAD   -  KAPAA (1996)
 TU1939
 TU1939                         *CURRENT SURVEY CONTROL
 TU1939  ___________________________________________________________________
 TU1939* NAD 83(1993)-  22 01 51.61164(N)    159 20 16.26058(W)     ADJUSTED  
 TU1939* LOCAL TIDAL -                                                        
 TU1939  ___________________________________________________________________
 TU1939  EPOCH DATE  -        1993.62
 TU1939  LAPLACE CORR-         -14.21  (seconds)                    DEFLEC99
 TU1939  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU1939
 TU1939  HORZ ORDER  -  THIRD
 TU1939
 TU1939.The horizontal coordinates were established by classical geodetic methods
 TU1939.and adjusted by the National Geodetic Survey in December 1998..
 TU1939.The horizontal coordinates are valid at the epoch date displayed above.
 TU1939.The epoch date for horizontal control is a decimal equivalence
 TU1939.of Year/Month/Day.
 TU1939
 TU1939
 TU1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1939
 TU1939.The geoid height was determined by GEOID03.
 TU1939
 TU1939;                    North         East     Units Scale Factor Converg.
 TU1939;SPC HI 4     -    21,896.528   516,740.148   MT  0.99999346   +0 03 39.0
 TU1939;UTM  04      - 2,436,297.147   465,134.260   MT  0.99961502   -0 07 36.2
 TU1939
 TU1939                          SUPERSEDED SURVEY CONTROL
 TU1939
 TU1939  NAD 83(1986)-  22 01 51.58556(N)    159 20 16.31419(W) AD(       ) 4
 TU1939  OLD HI      -  22 02 02.92000(N)    159 20 26.38000(W) AD(       ) 3
 TU1939
 TU1939.Superseded values are not recommended for survey control.
 TU1939.NGS no longer adjusts projects to the OLD HI datum.
 TU1939.See file dsdata.txt to determine how the superseded data were derived.
 TU1939
 TU1939_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6513436297(NAD 83)
 TU1939
 TU1939  HISTORY     - Date     Condition        Report By
 TU1939  HISTORY     - 1910     MONUMENTED       CGS
 TU1939  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1939
 TU1939                          STATION DESCRIPTION
 TU1939
 TU1939'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1939'ON THE EAST COAST OF KAUAI, ABOUT 2-1/2 MILES ABOVE HANAMAULU
 TU1939'BAY, ON A DUNE ABOUT 25 METERS BACK FROM AND 20 FEET ABOVE
 TU1939'HIGH-WATER MARK.  MARKED BY STAKE, WITH THREE STAKES FOR
 TU1939'REFERENCE MARKS AS FOLLOWS--13.5 FEET NORTHWEST.  11.6 FEET
 TU1939'NORTHEAST.  14.0 FEET SOUTHWEST.
 TU1939
 TU1939                          STATION RECOVERY (1965)
 TU1939
 TU1939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1939'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU1939'DESTROYED.  THIS AREA IS NOW COVERED WITH LARGE IRONWOOD
 TU1939'TREES AND ANGLES COULD NOT BE CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2014 ***********************************************************************
 TU2014  DESIGNATION -  RAIN GAGE 1967
 TU2014  PID         -  TU2014
 TU2014  STATE/COUNTY-  HI/KAUAI
 TU2014  USGS QUAD   -  MAKAHA POINT (1983)
 TU2014
 TU2014                         *CURRENT SURVEY CONTROL
 TU2014  ___________________________________________________________________
 TU2014* NAD 83(1993)-  22 07 32.62027(N)    159 42 57.20835(W)     ADJUSTED  
 TU2014* LOCAL TIDAL -      1151.60   (meters)    3778.2    (feet)  LEVELING  
 TU2014  ___________________________________________________________________
 TU2014  EPOCH DATE  -        1993.62
 TU2014  LAPLACE CORR-           9.29  (seconds)                    DEFLEC99
 TU2014  GEOID HEIGHT-          16.28  (meters)                     GEOID03
 TU2014
 TU2014  HORZ ORDER  -  THIRD
 TU2014  VERT ORDER  -  THIRD ?
 TU2014
 TU2014.The horizontal coordinates were established by classical geodetic methods
 TU2014.and adjusted by the National Geodetic Survey in December 1998..
 TU2014.The horizontal coordinates are valid at the epoch date displayed above.
 TU2014.The epoch date for horizontal control is a decimal equivalence
 TU2014.of Year/Month/Day.
 TU2014
 TU2014.The orthometric height was determined by differential leveling.
 TU2014.The vertical network tie was performed by a horz. field party for horz.
 TU2014.obs reductions. Reset procedures were used to establish the elevation.
 TU2014
 TU2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2014
 TU2014.The geoid height was determined by GEOID03.
 TU2014
 TU2014;                    North         East     Units Scale Factor Converg.
 TU2014;SPC HI 4     -    32,392.326   477,726.499   MT  0.99999613   -0 04 52.7
 TU2014;UTM  04      - 2,446,917.105   426,169.033   MT  0.99966735   -0 16 10.7
 TU2014
 TU2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2014!SPC HI 4     -   0.99981648  x   0.99999613  =   0.99981262
 TU2014!UTM  04      -   0.99981648  x   0.99966735  =   0.99948390
 TU2014
 TU2014                          SUPERSEDED SURVEY CONTROL
 TU2014
 TU2014  NAD 83(1986)-  22 07 32.58497(N)    159 42 57.23242(W) AD(       ) 4
 TU2014  OLD HI      -  22 07 43.88160(N)    159 43 07.29400(W) AD(       ) 3
 TU2014
 TU2014.Superseded values are not recommended for survey control.
 TU2014.NGS no longer adjusts projects to the OLD HI datum.
 TU2014.See file dsdata.txt to determine how the superseded data were derived.
 TU2014
 TU2014_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2616946917(NAD 83)
 TU2014
 TU2014  HISTORY     - Date     Condition        Report By
 TU2014  HISTORY     - 1967     MONUMENTED       CGS
 TU2014
 TU2014                          STATION DESCRIPTION
 TU2014
 TU2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 TU2014'SEE STATION WEATHER VANE 204
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1578 ***********************************************************************
 TU1578  DESIGNATION -  RAIN GAUGE 1963
 TU1578  PID         -  TU1578
 TU1578  STATE/COUNTY-  HI/HONOLULU
 TU1578  USGS QUAD   -  HALEIWA (1983)
 TU1578
 TU1578                         *CURRENT SURVEY CONTROL
 TU1578  ___________________________________________________________________
 TU1578* NAD 83(1993)-  21 32 18.98105(N)    158 07 22.10869(W)     ADJUSTED  
 TU1578* LOCAL TIDAL -       349.     (meters)    1145.     (feet)  SCALED    
 TU1578  ___________________________________________________________________
 TU1578  EPOCH DATE  -        1993.62
 TU1578  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 TU1578  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1578
 TU1578  HORZ ORDER  -  THIRD
 TU1578
 TU1578.The horizontal coordinates were established by classical geodetic methods
 TU1578.and adjusted by the National Geodetic Survey in December 1998..
 TU1578.No horizontal observational check was made to the station.
 TU1578.The horizontal coordinates are valid at the epoch date displayed above.
 TU1578.The epoch date for horizontal control is a decimal equivalence
 TU1578.of Year/Month/Day.
 TU1578
 TU1578.The orthometric height was scaled from a topographic map.
 TU1578
 TU1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1578
 TU1578.The geoid height was determined by GEOID03.
 TU1578
 TU1578;                    North         East     Units Scale Factor Converg.
 TU1578;SPC HI 3     -    41,186.311   487,278.093   MT  0.99999200   -0 02 42.3
 TU1578;UTM  04      - 2,382,013.818   590,837.077   MT  0.99970196   +0 19 19.4
 TU1578
 TU1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1578!SPC HI 3     -   0.99994273  x   0.99999200  =   0.99993473
 TU1578!UTM  04      -   0.99994273  x   0.99970196  =   0.99964471
 TU1578
 TU1578                          SUPERSEDED SURVEY CONTROL
 TU1578
 TU1578  NAD 83(1986)-  21 32 18.93097(N)    158 07 22.12029(W) AD(       ) 3
 TU1578  OLD HI      -  21 32 30.30800(N)    158 07 32.03200(W) AD(       ) 3
 TU1578
 TU1578.Superseded values are not recommended for survey control.
 TU1578.NGS no longer adjusts projects to the OLD HI datum.
 TU1578.See file dsdata.txt to determine how the superseded data were derived.
 TU1578
 TU1578_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9083782014(NAD 83)
 TU1578
 TU1578  HISTORY     - Date     Condition        Report By
 TU1578  HISTORY     - 1963     MONUMENTED       CGS
 TU1578
 TU1578                          STATION DESCRIPTION
 TU1578
 TU1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU1578'SEE STATION PUU IKI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3246 ***********************************************************************
 TU3246  DESIGNATION -  RAINTRAP 24 N COR 1962
 TU3246  PID         -  TU3246
 TU3246  STATE/COUNTY-  HI/MAUI
 TU3246  USGS QUAD   -  
 TU3246
 TU3246                         *CURRENT SURVEY CONTROL
 TU3246  ___________________________________________________________________
 TU3246* NAD 83(1993)-  20 53 48.97725(N)    156 55 52.17927(W)     ADJUSTED  
 TU3246* LOCAL TIDAL -                                                        
 TU3246  ___________________________________________________________________
 TU3246  EPOCH DATE  -        1993.62
 TU3246  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 TU3246  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU3246
 TU3246  HORZ ORDER  -  THIRD
 TU3246
 TU3246.The horizontal coordinates were established by classical geodetic methods
 TU3246.and adjusted by the National Geodetic Survey in December 1998..
 TU3246.The horizontal coordinates are valid at the epoch date displayed above.
 TU3246.The epoch date for horizontal control is a decimal equivalence
 TU3246.of Year/Month/Day.
 TU3246
 TU3246
 TU3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3246
 TU3246.The geoid height was determined by GEOID03.
 TU3246
 TU3246;                    North         East     Units Scale Factor Converg.
 TU3246;SPC HI 2     -    62,418.429   472,482.439   MT  0.99997602   -0 05 39.6
 TU3246;UTM  04      - 2,312,127.764   715,194.342   MT  1.00017232   +0 44 17.6
 TU3246
 TU3246                          SUPERSEDED SURVEY CONTROL
 TU3246
 TU3246  NAD 83(1986)-  20 53 48.93056(N)    156 55 52.14456(W) AD(       ) 4
 TU3246  OLD HI      -  20 54 00.33400(N)    156 56 02.19100(W) AD(       ) 3
 TU3246
 TU3246.Superseded values are not recommended for survey control.
 TU3246.NGS no longer adjusts projects to the OLD HI datum.
 TU3246.See file dsdata.txt to determine how the superseded data were derived.
 TU3246
 TU3246_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1519412128(NAD 83)
 TU3246
 TU3246  HISTORY     - Date     Condition        Report By
 TU3246  HISTORY     - 1962     MONUMENTED       CGS
 TU3246
 TU3246                          STATION DESCRIPTION
 TU3246
 TU3246'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TU3246'SEE STATION KAHUA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1206 ***********************************************************************
 TU1206  DESIGNATION -  RAMSAYS HOME C OF GROUP OF LTS
 TU1206  PID         -  TU1206
 TU1206  STATE/COUNTY-  HI/HONOLULU
 TU1206  USGS QUAD   -  HONOLULU (1983)
 TU1206
 TU1206                         *CURRENT SURVEY CONTROL
 TU1206  ___________________________________________________________________
 TU1206* NAD 83(1993)-  21 19 29.99706(N)    157 49 02.55293(W)     ADJUSTED  
 TU1206* LOCAL TIDAL -                                                        
 TU1206  ___________________________________________________________________
 TU1206  EPOCH DATE  -        1993.62
 TU1206  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 TU1206  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU1206
 TU1206  HORZ ORDER  -  THIRD
 TU1206
 TU1206.The horizontal coordinates were established by classical geodetic methods
 TU1206.and adjusted by the National Geodetic Survey in December 1998..
 TU1206.The horizontal coordinates are valid at the epoch date displayed above.
 TU1206.The epoch date for horizontal control is a decimal equivalence
 TU1206.of Year/Month/Day.
 TU1206
 TU1206
 TU1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1206
 TU1206.The geoid height was determined by GEOID03.
 TU1206
 TU1206;                    North         East     Units Scale Factor Converg.
 TU1206;SPC HI 3     -    17,541.419   518,945.938   MT  0.99999443   +0 03 59.1
 TU1206;UTM  04      - 2,358,577.226   622,647.150   MT  0.99978588   +0 25 48.4
 TU1206
 TU1206                          SUPERSEDED SURVEY CONTROL
 TU1206
 TU1206  NAD 83(1986)-  21 19 29.94664(N)    157 49 02.56214(W) AD(       ) 4
 TU1206  OLD HI      -  21 19 41.34000(N)    157 49 12.44000(W) AD(       ) 3
 TU1206
 TU1206.Superseded values are not recommended for survey control.
 TU1206.NGS no longer adjusts projects to the OLD HI datum.
 TU1206.See file dsdata.txt to determine how the superseded data were derived.
 TU1206
 TU1206_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2264758577(NAD 83)
 TU1206
 TU1206  HISTORY     - Date     Condition        Report By
 TU1206  HISTORY     - 1940     MONUMENTED       CGS
 TU1206  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1206
 TU1206                          STATION DESCRIPTION
 TU1206
 TU1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (EOH)
 TU1206'THIS STATION IS LOCATED IN THE CITY OF HONOLULU, AT THE HOME OF
 TU1206'W.A. RAMSAY, ON THE S SLOPE OF MT. TANTALUS, AT AN ELEVATION OF
 TU1206'1368 FEET.  THERE ARE FOUR GREEN LIGHTS LOCATED ALONG THE S SIDE
 TU1206'OF A VERANDA FACING THE SEA.  A POINT MIDWAY BETWEEN THE TWO
 TU1206'CENTER LIGHTS IS THE STATION.
 TU1206
 TU1206                          STATION RECOVERY (1965)
 TU1206
 TU1206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1206'THE STATION IS GONE.  THE LIGHTS WERE REMOVED WHEN THE HOME WAS
 TU1206'SOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2049 ***********************************************************************
 TU2049  DESIGNATION -  RANGE C 1967
 TU2049  PID         -  TU2049
 TU2049  STATE/COUNTY-  HI/KAUAI
 TU2049  USGS QUAD   -  KEKAHA (1983)
 TU2049
 TU2049                         *CURRENT SURVEY CONTROL
 TU2049  ___________________________________________________________________
 TU2049* NAD 83(1993)-  22 03 06.16700(N)    159 47 02.16487(W)     ADJUSTED  
 TU2049* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU2049  ___________________________________________________________________
 TU2049  EPOCH DATE  -        1993.62
 TU2049  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 TU2049  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU2049
 TU2049  HORZ ORDER  -  SECOND
 TU2049
 TU2049.The horizontal coordinates were established by classical geodetic methods
 TU2049.and adjusted by the National Geodetic Survey in December 1998..
 TU2049.The horizontal coordinates are valid at the epoch date displayed above.
 TU2049.The epoch date for horizontal control is a decimal equivalence
 TU2049.of Year/Month/Day.
 TU2049
 TU2049.The orthometric height was scaled from a topographic map.
 TU2049
 TU2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2049
 TU2049.The geoid height was determined by GEOID03.
 TU2049
 TU2049;                    North         East     Units Scale Factor Converg.
 TU2049;SPC HI 4     -    24,208.101   470,691.142   MT  1.00000061   -0 06 23.8
 TU2049;UTM  04      - 2,438,758.659   419,109.145   MT  0.99968085   -0 17 39.6
 TU2049
 TU2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2049!SPC HI 4     -   0.99999684  x   1.00000061  =   0.99999745
 TU2049!UTM  04      -   0.99999684  x   0.99968085  =   0.99967769
 TU2049
 TU2049                          SUPERSEDED SURVEY CONTROL
 TU2049
 TU2049  NAD 83(1986)-  22 03 06.13207(N)    159 47 02.19091(W) AD(       ) 2
 TU2049  OLD HI      -  22 03 17.41270(N)    159 47 12.23810(W) AD(       ) 2
 TU2049
 TU2049.Superseded values are not recommended for survey control.
 TU2049.NGS no longer adjusts projects to the OLD HI datum.
 TU2049.See file dsdata.txt to determine how the superseded data were derived.
 TU2049
 TU2049_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1910938759(NAD 83)
 TU2049_MARKER: Z = SEE DESCRIPTION
 TU2049_SETTING: 0 = UNSPECIFIED SETTING
 TU2049
 TU2049  HISTORY     - Date     Condition        Report By
 TU2049  HISTORY     - 1967     MONUMENTED       CGS
 TU2049
 TU2049                          STATION DESCRIPTION
 TU2049
 TU2049'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2049'0.6 MILE NORTH ALONG AN OILED ROAD FROM THE MAIN GATE AT PMR
 TU2049'BARKING SANDS, THENCE 0.25 MILE WEST ALONG THE OILED ROAD, THENCE
 TU2049'0.5 MILE NORTH ALONG A BLADED ROAD, A PLAIN BRONZE DISK, STAMPED
 TU2049'RANGE C 1967, IS SET IN THE TOP OF A 6-INCH ROUND SOIL PIPE WHICH
 TU2049'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU2049'
 TU2049'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HIGH
 TU2049'1965, DISTANCE BEING 28.0726 METERS, (92.102 FEET), SOUTH OF
 TU2049'STATION HIGH 1965.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2052 ***********************************************************************
 TU2052  DESIGNATION -  RANGE D 1967
 TU2052  PID         -  TU2052
 TU2052  STATE/COUNTY-  HI/KAUAI
 TU2052  USGS QUAD   -  KEKAHA (1983)
 TU2052
 TU2052                         *CURRENT SURVEY CONTROL
 TU2052  ___________________________________________________________________
 TU2052* NAD 83(1993)-  22 02 33.23830(N)    159 47 06.33171(W)     ADJUSTED  
 TU2052* LOCAL TIDAL -         6.     (meters)      20.     (feet)  SCALED    
 TU2052  ___________________________________________________________________
 TU2052  EPOCH DATE  -        1993.62
 TU2052  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 TU2052  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU2052
 TU2052  HORZ ORDER  -  SECOND
 TU2052
 TU2052.The horizontal coordinates were established by classical geodetic methods
 TU2052.and adjusted by the National Geodetic Survey in December 1998..
 TU2052.The horizontal coordinates are valid at the epoch date displayed above.
 TU2052.The epoch date for horizontal control is a decimal equivalence
 TU2052.of Year/Month/Day.
 TU2052
 TU2052.The orthometric height was scaled from a topographic map.
 TU2052
 TU2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2052
 TU2052.The geoid height was determined by GEOID03.
 TU2052
 TU2052;                    North         East     Units Scale Factor Converg.
 TU2052;SPC HI 4     -    23,195.484   470,569.773   MT  1.00000070   -0 06 25.2
 TU2052;UTM  04      - 2,437,746.769   418,984.499   MT  0.99968110   -0 17 40.8
 TU2052
 TU2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2052!SPC HI 4     -   0.99999652  x   1.00000070  =   0.99999722
 TU2052!UTM  04      -   0.99999652  x   0.99968110  =   0.99967762
 TU2052
 TU2052                          SUPERSEDED SURVEY CONTROL
 TU2052
 TU2052  NAD 83(1986)-  22 02 33.20333(N)    159 47 06.35764(W) AD(       ) 2
 TU2052  OLD HI      -  22 02 44.48280(N)    159 47 16.40360(W) AD(       ) 2
 TU2052
 TU2052.Superseded values are not recommended for survey control.
 TU2052.NGS no longer adjusts projects to the OLD HI datum.
 TU2052.See file dsdata.txt to determine how the superseded data were derived.
 TU2052
 TU2052_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1898437747(NAD 83)
 TU2052_MARKER: Z = SEE DESCRIPTION
 TU2052_SETTING: 0 = UNSPECIFIED SETTING
 TU2052
 TU2052  HISTORY     - Date     Condition        Report By
 TU2052  HISTORY     - 1967     MONUMENTED       CGS
 TU2052
 TU2052                          STATION DESCRIPTION
 TU2052
 TU2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2052'FROM THE SENTRY POST AT THE ENTRANCE OF PMR BARKING SANDS, GO
 TU2052'NORTH ALONG AN OILED ROAD FOR 0.6 MILE TO AN OILED ROAD ON THE
 TU2052'LEFT.  TURN LEFT AND GO WESTERLY, AROUND THE NORTH END OF THE
 TU2052'RUNWAY, FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO WEST
 TU2052'AND SOUTH, AROUND THE WEST EDGE OF A LARGE ASPHALT AREA, FOR 0.4
 TU2052'MILE TO AN ASPHALT ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 TU2052'THE ASPHALT ROAD FOR 0.1 MILE TO THE END OF THE ROAD.  PACK
 TU2052'NORTHWESTERLY OVER SAND DUNE FOR ABOUT 0.05 MILE TO THE MARK.
 TU2052'
 TU2052'THE MARK IS A PLAIN BRASS DISK, STAMPED RANGE D 1967, SET IN THE
 TU2052'TOP OF A CEMENT-FILLED 4-INCH IRON SEWER PIPE THAT PROJECTS ABOUT
 TU2052'8 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU2052'
 TU2052'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SANDS
 TU2052'1964, DISTANCE BEING 345.9152 METERS (1,134.890 FEET) NORTHWEST
 TU2052'OF STATION SANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1864 ***********************************************************************
 TU1864  DESIGNATION -  RANGE E
 TU1864  PID         -  TU1864
 TU1864  STATE/COUNTY-  HI/KAUAI
 TU1864  USGS QUAD   -  KEKAHA (1983)
 TU1864
 TU1864                         *CURRENT SURVEY CONTROL
 TU1864  ___________________________________________________________________
 TU1864* NAD 83(1993)-  21 58 59.77763(N)    159 45 42.61259(W)     ADJUSTED  
 TU1864* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1864  ___________________________________________________________________
 TU1864  EPOCH DATE  -        1993.62
 TU1864  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 TU1864  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU1864
 TU1864  HORZ ORDER  -  SECOND
 TU1864
 TU1864.The horizontal coordinates were established by classical geodetic methods
 TU1864.and adjusted by the National Geodetic Survey in December 1998..
 TU1864.The horizontal coordinates are valid at the epoch date displayed above.
 TU1864.The epoch date for horizontal control is a decimal equivalence
 TU1864.of Year/Month/Day.
 TU1864
 TU1864.The orthometric height was scaled from a topographic map.
 TU1864
 TU1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1864
 TU1864.The geoid height was determined by GEOID03.
 TU1864
 TU1864;                    North         East     Units Scale Factor Converg.
 TU1864;SPC HI 4     -    16,625.479   472,959.198   MT  0.99999903   -0 05 52.9
 TU1864;UTM  04      - 2,431,171.095   421,351.660   MT  0.99967643   -0 17 06.7
 TU1864
 TU1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1864!SPC HI 4     -   0.99999715  x   0.99999903  =   0.99999618
 TU1864!UTM  04      -   0.99999715  x   0.99967643  =   0.99967358
 TU1864
 TU1864:                Primary Azimuth Mark                     Grid Az
 TU1864:SPC HI 4     -  RANGE E AZ MK                            094 32 40.8
 TU1864:UTM  04      -  RANGE E AZ MK                            094 43 54.6
 TU1864
 TU1864|---------------------------------------------------------------------|
 TU1864| PID    Reference Object                     Distance      Geod. Az  |
 TU1864|                                                           dddmmss.s |
 TU1864| CJ9006 RANGE E AZ MK                                      0942647.9 |
 TU1864|---------------------------------------------------------------------|
 TU1864
 TU1864                          SUPERSEDED SURVEY CONTROL
 TU1864
 TU1864  NAD 83(1986)-  21 58 59.74120(N)    159 45 42.63797(W) AD(       ) 2
 TU1864  OLD HI      -  21 59 11.01470(N)    159 45 52.67490(W) AD(       ) 2
 TU1864
 TU1864.Superseded values are not recommended for survey control.
 TU1864.NGS no longer adjusts projects to the OLD HI datum.
 TU1864.See file dsdata.txt to determine how the superseded data were derived.
 TU1864
 TU1864_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2135231171(NAD 83)
 TU1864_MARKER: Z = SEE DESCRIPTION
 TU1864_SETTING: 0 = UNSPECIFIED SETTING
 TU1864
 TU1864  HISTORY     - Date     Condition        Report By
 TU1864  HISTORY     - 1967     MONUMENTED       CGS
 TU1864
 TU1864                          STATION DESCRIPTION
 TU1864
 TU1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1864'THE STATION IS LOCATED 3.6 MILES WEST-NORTHWEST OF KEKAHA,
 TU1864'3.4 MILES SOUTH-SOUTHEAST OF MANA POINT, 0.9 MILE SOUTHWEST
 TU1864'OF STATE HIGHWAY 50 AND 0.45 MILE NORTHWEST OF KOKOLE POINT.
 TU1864'
 TU1864'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 TU1864'50 AND 55 IN KEKAHA, GO NORTHWEST ON STATE HIGHWAY 50 FOR 2.45
 TU1864'MILES TO A SIDE ROAD LEFT AND SIGN U.S. ARMY STRATEGIC
 TU1864'COMMUNICATION COMMAND STATION.  TURN LEFT, SOUTHWEST AND WEST
 TU1864'ON THE ASPHALT ROAD FOR 0.7 MILE TO A DIM TRACK ROAD ON THE
 TU1864'LEFT, JUST BEFORE REACHING THE COMMUNICATION BUILDING.  TURN
 TU1864'LEFT, SOUTH ON THE TRACK ROAD FOR 0.05 MILE TO A DIM TRACK ROAD
 TU1864'ON THE LEFT AND THE AZIMUTH MARK.  CONTINUE SOUTHERLY ACROSS
 TU1864'COUNTRY, PASSING TO THE LEFT OF THE RADIO MASTS FOR 0.2 MILE
 TU1864'TO THE BEACH.  TURN RIGHT, NORTHWEST, ALONG THE BEACH FOR
 TU1864'0.25 MILE TO THE STATION ON THE RIGHT.
 TU1864'
 TU1864'THE STATION MARK IS A PLAIN BRONZE DISK, STAMPED RANGE E 1967,
 TU1864'SET IN THE TOP OF A 4-INCH PIPE WHICH PROJECTS 5 INCHES.  IT
 TU1864'IS 300 FEET NORTHEAST OF THE WATER AT HIGH TIDE AND 130 FEET
 TU1864'SOUTH OF A LARGE GROUP OF SMALL TREES.
 TU1864'
 TU1864'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED RANGE E 1967, SET
 TU1864'IN THE TOP OF A 4-INCH PIPE WHICH PROJECTS 10 INCHES.  IT IS
 TU1864'138-1/2 FEET EAST-NORTHEAST OF A RADAR TOWER, 26-1/2 FEET
 TU1864'SOUTHWEST OF A LARGE GROUP OF SMALL TREES AND 17 FEET NORTHEAST
 TU1864'OF THE CENTER OF AN EAST-WEST TRACK ROAD.
 TU1864'
 TU1864'NOTE--NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 TU1864'
 TU1864'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1850 ***********************************************************************
 TU1850  DESIGNATION -  RANGE F
 TU1850  PID         -  TU1850
 TU1850  STATE/COUNTY-  HI/KAUAI
 TU1850  USGS QUAD   -  KEKAHA (1983)
 TU1850
 TU1850                         *CURRENT SURVEY CONTROL
 TU1850  ___________________________________________________________________
 TU1850* NAD 83(1993)-  21 57 36.77761(N)    159 41 52.81768(W)     ADJUSTED  
 TU1850* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1850  ___________________________________________________________________
 TU1850  EPOCH DATE  -        1993.62
 TU1850  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 TU1850  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU1850
 TU1850  HORZ ORDER  -  SECOND
 TU1850
 TU1850.The horizontal coordinates were established by classical geodetic methods
 TU1850.and adjusted by the National Geodetic Survey in December 1998..
 TU1850.The horizontal coordinates are valid at the epoch date displayed above.
 TU1850.The epoch date for horizontal control is a decimal equivalence
 TU1850.of Year/Month/Day.
 TU1850
 TU1850.The orthometric height was scaled from a topographic map.
 TU1850
 TU1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1850
 TU1850.The geoid height was determined by GEOID03.
 TU1850
 TU1850;                    North         East     Units Scale Factor Converg.
 TU1850;SPC HI 4     -    14,062.651   479,548.064   MT  0.99999517   -0 04 26.6
 TU1850;UTM  04      - 2,428,587.611   427,929.972   MT  0.99966418   -0 15 39.7
 TU1850
 TU1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1850!SPC HI 4     -   0.99999700  x   0.99999517  =   0.99999217
 TU1850!UTM  04      -   0.99999700  x   0.99966418  =   0.99966118
 TU1850
 TU1850|---------------------------------------------------------------------|
 TU1850| PID    Reference Object                     Distance      Geod. Az  |
 TU1850|                                                           dddmmss.s |
 TU1850| TU1849 KIKIAOLA BOUNDARY 1967               37.536 METERS 02316     |
 TU1850| CJ9007 RANGE F AZ MK                                      1174111.0 |
 TU1850| CJ9008 RANGE F RM 1                         13.717 METERS 18410     |
 TU1850|---------------------------------------------------------------------|
 TU1850
 TU1850                          SUPERSEDED SURVEY CONTROL
 TU1850
 TU1850  NAD 83(1986)-  21 57 36.74135(N)    159 41 52.84164(W) AD(       ) 2
 TU1850  OLD HI      -  21 57 48.02210(N)    159 42 02.87590(W) AD(       ) 2
 TU1850
 TU1850.Superseded values are not recommended for survey control.
 TU1850.NGS no longer adjusts projects to the OLD HI datum.
 TU1850.See file dsdata.txt to determine how the superseded data were derived.
 TU1850
 TU1850_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2793028588(NAD 83)
 TU1850_MARKER: Z = SEE DESCRIPTION
 TU1850_SETTING: 0 = UNSPECIFIED SETTING
 TU1850
 TU1850  HISTORY     - Date     Condition        Report By
 TU1850  HISTORY     - 1967     MONUMENTED       CGS
 TU1850  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1850
 TU1850                          STATION DESCRIPTION
 TU1850
 TU1850'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1850'THE STATION IS IN THE SOUTHEAST EDGE OF KEKAHA, 0.5 MILE WEST
 TU1850'OF THE KIKIAOLA BOAT HARBOR, NEAR THE BEACH ON PROPERTY OWNED
 TU1850'BY THE STATE.
 TU1850'
 TU1850'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 TU1850'50 AND 55 IN KEKAHA, GO EAST ON STATE HIGHWAY 50 FOR 1.4 MILES
 TU1850'TO THE INTERSECTION OF MAMO ROAD.  (TO REACH THE AZIMUTH MARK
 TU1850'FROM THIS POINT CONTINUE AHEAD ON STATE HIGHWAY 50 FOR 0.4
 TU1850'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A BLADED
 TU1850'ROAD FOR 0.15 MILE TO THE KIKIAOLA BOAT HARBOR AND THE AZIMUTH
 TU1850'MARK AS DESCRIBED ON THE SOUTH END OF THE WEST JETTY.) TURN
 TU1850'RIGHT AND GO SOUTH ON AN ASPHALT AND TRACK ROAD FOR 0.1 MILE
 TU1850'TO THE STATION AS DESCRIBED.
 TU1850'
 TU1850'THE STATION MARK, A STANDARD DISK STAMPED RANGE F 1967, IS SET
 TU1850'IN THE TOP OF A 5-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES
 TU1850'ABOVE THE SURFACE OF THE GROUND.  IT IS 49-1/2 FEET NORTH OF
 TU1850'THE HIGH TIDE MARK, 26 FEET EAST OF THE MOST SOUTHERLY ONE OF A
 TU1850'ROW OF PALM TREES AND 17 FEET EAST OF THE CENTER OF A TRACK
 TU1850'ROAD.
 TU1850'
 TU1850'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RANGE F NO 1
 TU1850'1967, IS SET IN THE TOP OF A 4-INCH CAST IRON PIPE WHICH
 TU1850'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 51
 TU1850'FEET SOUTHEAST OF THE MOST SOUTHERLY ONE OF A ROW OF PALM
 TU1850'TREES, 29 FEET EAST OF THE EXTENDED CENTER OF A TRACK ROAD
 TU1850'AND 5 FEET NORTH OF THE HIGH TIDE MARK.
 TU1850'
 TU1850'REFERENCE MARK NO. 2, IS A 1-1/2 INCH IRON PIPE CEMENTED IN
 TU1850'A 31 X 36-INCH CONCRETE SLAB AND PROJECTS 2 INCHES ABOVE THE
 TU1850'SLAB.  IT IS 75-1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 TU1850'A TENNIS COURT, 28-1/2 FEET EAST OF THE CENTER OF A TRACK ROAD
 TU1850'AND 2 FEET NORTHEAST OF A SIGN CAUTION DO NOT DISTURB CONCRETE
 TU1850'MONUMENT.
 TU1850'
 TU1850'THE AZIMUTH MARK, A STANDARD DISK STAMPED RANGE F 1967, IS
 TU1850'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER IN THE SOUTH END
 TU1850'OF THE WEST JETTY AT THE KIKIAOLA BOAT HARBOR.  IT IS 15 FEET
 TU1850'NORTH OF THE SOUTH END OF THE JETTY, 14 FEET SOUTH OF A
 TU1850'2 1/2-INCH PIPE WHICH PROJECTS 6 INCHES ABOVE THE JETTY AND
 TU1850'2.1 FEET WEST OF A 2-INCH IRON PIPE WHICH PROJECTS 5 INCHES
 TU1850'ABOVE THE JETTY.
 TU1850'
 TU1850'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU1850
 TU1850                          STATION RECOVERY (1983)
 TU1850
 TU1850'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1850'(RANGE F 1967) EXTENSIVE DAMAGE AT KIKIALO BOAT HARBOR BY HURRICANE
 TU1850'EWA 1982 JETTIES REBUILT.  COULD NOT FIND STA OR REF MARKS.  (NO
 TU1850'SIGN OF TENNIS COURT ETC BULLDOZING ON BEACH AREAS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0740 ***********************************************************************
 TU0740  DESIGNATION -  RATPAC LAUNCHER 324306
 TU0740  PID         -  TU0740
 TU0740  STATE/COUNTY-  HI/KAUAI
 TU0740  USGS QUAD   -  KEKAHA (1983)
 TU0740
 TU0740                         *CURRENT SURVEY CONTROL
 TU0740  ___________________________________________________________________
 TU0740* NAD 83(1986)-  22 02 37.     (N)    159 47 04.     (W)     SCALED    
 TU0740* LOCAL TIDAL -         6.024  (meters)      19.76   (feet)  ADJ UNCH  
 TU0740  ___________________________________________________________________
 TU0740  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0740
 TU0740  VERT ORDER  -  SECOND    CLASS 0
 TU0740
 TU0740.The horizontal coordinates were scaled from a topographic map and have
 TU0740.an estimated accuracy of +/- 6 seconds.
 TU0740
 TU0740.The orthometric height was key entered from printed documents
 TU0740.and not key verified.
 TU0740
 TU0740.The geoid height was determined by GEOID03.
 TU0740
 TU0740;                    North         East    Units  Estimated Accuracy
 TU0740;SPC HI 4     -    23,310.      470,640.      MT  (+/- 180 meters Scaled)
 TU0740
 TU0740                          SUPERSEDED SURVEY CONTROL
 TU0740
 TU0740.No superseded survey control is available for this station.
 TU0740
 TU0740_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190378(NAD 83)
 TU0740_MARKER: Z = SEE DESCRIPTION
 TU0740_SETTING: 0 = UNSPECIFIED SETTING
 TU0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0740
 TU0740  HISTORY     - Date     Condition        Report By
 TU0740  HISTORY     - UNK      MONUMENTED       CGS
 TU0740  HISTORY     - 1965     GOOD             NGS
 TU0740
 TU0740                          STATION DESCRIPTION
 TU0740
 TU0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0740'IN BONHAM ALF.
 TU0740'0.4 MILE WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE SENTRY POST AT
 TU0740'THE MAIN GATE OF BONHAM AUXILIARY LANDING FIELD, THENCE 0.5 MILE
 TU0740'NORTHEASTERLY ALONG AN ABANDONED TAXIWAY, THENCE 0.3 MILE NORTHERLY
 TU0740'ACROSS THE RUNWAY, ABOUT 100 YARDS SOUTH OF THE NORTH END OF AN OLD
 TU0740'AIRCRAFT PARKING AREA AND 24 FEET EAST OF THE WEST EDGE OF THE ASPHALT
 TU0740'PAVEMENT.  THE LAUNCHER IS A GRAY-PAINTED STEEL STRUCTURE ABOUT 15
 TU0740'FEET TALL, CONSISTING OF A VERTICAL MEMBER WITH A BOOM ATTACHED ABOUT
 TU0740'7 FEET ABOVE GROUND LEVEL.  AN ELEVATION WAS ESTABLISHED ON THE CENTER
 TU0740'OF THE LARGE STEEL PIN UPON WHICH THE BOOM HINGES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3337 ***********************************************************************
 TU3337  DESIGNATION -  RAYKAMA
 TU3337  PID         -  TU3337
 TU3337  STATE/COUNTY-  HI/MAUI
 TU3337  USGS QUAD   -  
 TU3337
 TU3337                         *CURRENT SURVEY CONTROL
 TU3337  ___________________________________________________________________
 TU3337* NAD 83(1993)-  21 02 48.00010(N)    156 52 27.96659(W)     ADJUSTED  
 TU3337* LOCAL TIDAL -         2.     (meters)       7.     (feet)  VERT ANG  
 TU3337  ___________________________________________________________________
 TU3337  EPOCH DATE  -        1993.62
 TU3337  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 TU3337  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU3337
 TU3337  HORZ ORDER  -  SECOND
 TU3337
 TU3337.The horizontal coordinates were established by classical geodetic methods
 TU3337.and adjusted by the National Geodetic Survey in December 1998..
 TU3337.The horizontal coordinates are valid at the epoch date displayed above.
 TU3337.The epoch date for horizontal control is a decimal equivalence
 TU3337.of Year/Month/Day.
 TU3337
 TU3337.The orthometric height was determined by vertical angle observations.
 TU3337.No vertical observational check was made to the station.
 TU3337
 TU3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3337
 TU3337.The geoid height was determined by GEOID03.
 TU3337
 TU3337;                    North         East     Units Scale Factor Converg.
 TU3337;SPC HI 2     -    78,986.729   478,405.632   MT  0.99997243   -0 04 28.6
 TU3337;UTM  04      - 2,328,784.219   720,876.548   MT  1.00020293   +0 45 49.2
 TU3337
 TU3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3337!SPC HI 2     -   0.99999716  x   0.99997243  =   0.99996959
 TU3337!UTM  04      -   0.99999716  x   1.00020293  =   1.00020009
 TU3337
 TU3337:                Primary Azimuth Mark                     Grid Az
 TU3337:SPC HI 2     -  KEAWANUI                                 077 08 37.4
 TU3337:UTM  04      -  KEAWANUI                                 076 18 19.6
 TU3337
 TU3337|---------------------------------------------------------------------|
 TU3337| PID    Reference Object                     Distance      Geod. Az  |
 TU3337|                                                           dddmmss.s |
 TU3337| TU3330 KEAWANUI                            APPROX. 2.6 KM 0770408.8 |
 TU3337| CN6142 RAYKAMA RM 1                         12.936 METERS 08400     |
 TU3337| CN6143 RAYKAMA RM 2                         21.520 METERS 34213     |
 TU3337|---------------------------------------------------------------------|
 TU3337
 TU3337                          SUPERSEDED SURVEY CONTROL
 TU3337
 TU3337  NAD 83(1986)-  21 02 47.95421(N)    156 52 27.91700(W) AD(       ) 2
 TU3337  OLD HI      -  21 02 59.40400(N)    156 52 38.04900(W) AD(       ) 2
 TU3337
 TU3337.Superseded values are not recommended for survey control.
 TU3337.NGS no longer adjusts projects to the OLD HI datum.
 TU3337.See file dsdata.txt to determine how the superseded data were derived.
 TU3337
 TU3337_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2087728784(NAD 83)
 TU3337_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU3337
 TU3337  HISTORY     - Date     Condition        Report By
 TU3337  HISTORY     - 1961     MONUMENTED       CGS
 TU3337  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3337  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3337
 TU3337                          STATION DESCRIPTION
 TU3337
 TU3337'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WRP)
 TU3337'STATION IS LOCATED ON THE SOUTH SIDE OF MOLOKAI ISLAND, HAWAII
 TU3337'ABOUT 8.8 MILES EAST-SOUTHEAST OF THE TOWN OF KAUNAKAKAI, AND AT
 TU3337'THE NORTHERN END OF KAMALO WHARF.
 TU3337'
 TU3337'TO REACH THE STATION FROM THE JUNCTION OF HAWAII STATE HIGHWAYS
 TU3337'45 AND 46 JUST SOUTH OF THE KAUNAKAKAI POST OFFICE, GO EASTERLY
 TU3337'ON HIGHWAY 45 FOR 10.1 MILES TO A SIDE ROAD RIGHT AT A SHARP
 TU3337'BEND TO THE LEFT IN THE HIGHWAY.  TURN RIGHT (SOUTH) TOWARDS
 TU3337'KAMALO WHARF AND GO 344 FEET TO STATION ON THE RIGHT (WEST).
 TU3337'
 TU3337'STATION MARK, A STANDARD DISK STAMPED RAYKAMA 1961 IS SET IN
 TU3337'A 6 INCH SQUARE CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND.  THE
 TU3337'MARK IS LOCATED 12 FEET WEST OF CENTERLINE OF A DIRT ROAD LEADING
 TU3337'TO THE WHARF AND 27 FEET SOUTHWEST OF THE SOUTHERN-MOST CLUMP OF
 TU3337'TREES ON THE EAST SIDE OF THE APPROACH TO THE WHARF.
 TU3337'
 TU3337'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAYKAMA NO. 1 1961,
 TU3337'IS SET IN A 6 INCH SQUARE CONCRETE MONUMENT ABOUT LEVEL WITH THE
 TU3337'GROUND.  THE MARK IS LOCATED 2 FEET WEST OF FENCELINE AND 24 FEET
 TU3337'EAST OF CENTERLINE OF THE ROAD LEADING TO KAMALO WHARF.
 TU3337'
 TU3337'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAYKAMA NO. 2 1961,
 TU3337'IS SET IN A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 TU3337'INCHES ABOVE THE GROUND.  THE MARK IS LOCATED 12 FEET SSE OF A
 TU3337'FORKED TREE AND 24 FEET WEST OF CENTERLINE OF THE ROAD LEADING
 TU3337'TO KAMALO WHARF.
 TU3337'
 TU3337'HEIGHT OF LIGHT ABOVE STATION MARK 4.27 METERS.
 TU3337
 TU3337                          STATION RECOVERY (1962)
 TU3337
 TU3337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3337'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3337'COMPLETE DESCRIPTION FOLLOWS--
 TU3337'
 TU3337'STATION IS LOCATED ABOUT 10 MILES AIRLINE EAST-SOUTHEAST OF
 TU3337'KAUNAKAKAI, ON THE POINT OF LAND AT THE NORTH END OF KAMALO WHARF.
 TU3337'
 TU3337'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3337'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY
 TU3337'45 FOR 10.7 MILES TO A SHARP LEFT CURVE IN THE HIGHWAY AND A
 TU3337'TRACK SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ABOUT 35 YARDS
 TU3337'TO FORK.  TAKE LEFT FORK AND GO SOUTH 0.05 MILE TO STATION ON
 TU3337'RIGHT AT SOUTH END OF ROAD LOOP JUST NORTH OF WHARF.
 TU3337'
 TU3337'STATION MARK IS A STANDARD DISK STAMPED RAYKAMA 1961, SET IN
 TU3337'THE TOP OF A 6-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 TU3337'GROUND.  IT IS AT THE NORTHEAST TIP OF A WEED AREA, 12 FEET WEST
 TU3337'OF CENTER LINE OF ROAD, 157.5 FEET NORTH OF THE NORTH END OF OLD
 TU3337'CONCRETE BRIDGE LEADING ONTO WHARF, AND 33 FEET SOUTHWEST OF
 TU3337'SOUTH END OF DENSE BRUSH GROWTH ALONG EAST SIDE OF ROAD.
 TU3337'
 TU3337'REFERENCE MARK ONE IS A STANDARD DISK STAMPED RAYKAMA NO 1 1961,
 TU3337'SET IN THE TOP OF A 6-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 TU3337'THE GROUND.  IT IS 30 FEET EAST OF CENTER LINE OF WHARF ROAD,
 TU3337'1-1/2 FEET WEST OF FENCE LINE, 2 FEET SOUTHWEST OF THE 6TH FENCE
 TU3337'POST SOUTH OF THICKET, AND AT SAME ELEVATION AS STATION.
 TU3337'
 TU3337'REFERENCE MARK TWO IS A STANDARD DISK STAMPED RAYKAMA NO 2 1961,
 TU3337'SET IN THE TOP OF A 6-INCH-SQUARE, CONCRETE MONUMENT ABOUT FLUSH
 TU3337'WITH THE GROUND.  IT IS 24 FEET WEST OF CENTER LINE OF WHARF ROAD,
 TU3337'IN GRASSY AREA ON NORTH SIDE OF ROAD LOOP, AND AT SAME ELEVATION
 TU3337'AS STATION.
 TU3337'
 TU3337'STATION KEAWANUI 1925 WILL SERVE AS THE AZIMUTH MARK.
 TU3337
 TU3337                          STATION RECOVERY (1967)
 TU3337
 TU3337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3337'STATION RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2915 ***********************************************************************
 TU2915  DESIGNATION -  RAYOLAI
 TU2915  PID         -  TU2915
 TU2915  STATE/COUNTY-  HI/MAUI
 TU2915  USGS QUAD   -  MAKENA (1995)
 TU2915
 TU2915                         *CURRENT SURVEY CONTROL
 TU2915  ___________________________________________________________________
 TU2915* NAD 83(1993)-  20 37 52.46046(N)    156 26 35.66072(W)     ADJUSTED  
 TU2915* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU2915  ___________________________________________________________________
 TU2915  EPOCH DATE  -        1993.62
 TU2915  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 TU2915  GEOID HEIGHT-          16.50  (meters)                     GEOID03
 TU2915
 TU2915  HORZ ORDER  -  THIRD
 TU2915
 TU2915.The horizontal coordinates were established by classical geodetic methods
 TU2915.and adjusted by the National Geodetic Survey in December 1998..
 TU2915.The horizontal coordinates are valid at the epoch date displayed above.
 TU2915.The epoch date for horizontal control is a decimal equivalence
 TU2915.of Year/Month/Day.
 TU2915
 TU2915.The orthometric height was scaled from a topographic map.
 TU2915
 TU2915.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2915
 TU2915.The geoid height was determined by GEOID03.
 TU2915
 TU2915;                    North         East     Units Scale Factor Converg.
 TU2915;SPC HI 2     -    32,996.146   523,285.700   MT  0.99997337   +0 04 43.4
 TU2915;UTM  04      - 2,283,432.321   766,435.216   MT  1.00047740   +0 54 05.1
 TU2915
 TU2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2915!SPC HI 2     -   0.99999615  x   0.99997337  =   0.99996952
 TU2915!UTM  04      -   0.99999615  x   1.00047740  =   1.00047355
 TU2915
 TU2915|---------------------------------------------------------------------|
 TU2915| PID    Reference Object                     Distance      Geod. Az  |
 TU2915|                                                           dddmmss.s |
 TU2915| CN6144 RAYOLAI RM 1                                       04527     |
 TU2915| TU2940 PUU IO 1879                         APPROX. 7.8 KM 0540042.1 |
 TU2915| CN6145 RAYOLAI RM 2                                       13907     |
 TU2915|---------------------------------------------------------------------|
 TU2915
 TU2915                          SUPERSEDED SURVEY CONTROL
 TU2915
 TU2915  NAD 83(1986)-  20 37 52.43461(N)    156 26 35.65196(W) AD(       ) 3
 TU2915  OLD HI      -  20 38 03.90900(N)    156 26 45.79700(W) AD(       ) 3
 TU2915
 TU2915.Superseded values are not recommended for survey control.
 TU2915.NGS no longer adjusts projects to the OLD HI datum.
 TU2915.See file dsdata.txt to determine how the superseded data were derived.
 TU2915
 TU2915_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6643583432(NAD 83)
 TU2915_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2915
 TU2915  HISTORY     - Date     Condition        Report By
 TU2915  HISTORY     - 1961     MONUMENTED       CGS
 TU2915  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2915
 TU2915                          STATION DESCRIPTION
 TU2915
 TU2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (WRP)
 TU2915'STATION IS LOCATED ON THE SOUTHWEST COAST OF THE ISLAND OF
 TU2915'MAUI, NEAR THE FAA LOW FREQUENCY RADIO RANGE INSTALLATION.
 TU2915'
 TU2915'TO REACH FROM THE KIHEI POST OFFICE, GO SOUTH ON HAWAII STATE
 TU2915'HIGHWAY 31 FOR 6.1 MILES TO END OF BLACK TOP ROAD AND CATTLE
 TU2915'GUARD.  CONTINUE SOUTH ON DIRT ROAD TO FORK IN ROAD WHERE
 TU2915'HIGHWAY 31 TURNS LEFT.  TAKE RIGHT FORK AND CONTINUE SOUTH
 TU2915'FOR 1.9 MILES TO FAA RADIO RANGE STATION ON RIGHT AND THE
 TU2915'SOUTHERLY OF TWO GATES INTO FAA PROPERTY.  TURN LEFT AND GO EAST
 TU2915'THROUGH BREAK IN THE LAVA ROCK WALL INTO A LEVEL FIELD AND
 TU2915'STATION SITE.
 TU2915'
 TU2915'STATION MARK, A STANDARD DISK STAMPED RAYOLAI 1961 IS SET IN
 TU2915'A CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 TU2915'57 FEET WEST OF A LINE OF POWER POLES AND 210 FEET EAST OF THE
 TU2915'OPENING IN THE ROCK WALL.
 TU2915'
 TU2915'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED RAYOLAI NO 1,
 TU2915'1961, IS SET IN A CONCRETE MONUMENT LEVEL WITH THE GROUND.  IT IS 6
 TU2915'FEET SOUTHEAST OF A FORKED TREE AND 24 FEET WEST OF A LINE OF
 TU2915'POWER POLES.
 TU2915'
 TU2915'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED RAYOLAI NO 2,
 TU2915'1961, IS SET IN A CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE
 TU2915'GROUND.  IT IS 40 FEET NORTH OF THE LAVA ROCK WALL AND 27 FEET
 TU2915'WEST OF A LINE OF POWER POLES.
 TU2915
 TU2915                          STATION RECOVERY (1968)
 TU2915
 TU2915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2915'STATION HAS BEEN DESTROYED BY BULLDOZING.  THE TOP OF THE STATION
 TU2915'MONUMENT, WITH THE DISK IN IT, AND RM NO. 2 IN A BROKEN-OFF PART OF
 TU2915'THE MONUMENT, WERE FOUND LAYING NEARBY.
 TU2915'
 TU2915'A TRIAL POINT WAS ESTABLISHED IN THE VICINITY BY TRIANGULATION
 TU2915'AND THE ORIGINAL STATION POINT FOUND BY INVERSE FROM
 TU2915'THIS.  DIGGING UNCOVERED THE REMAINDER OF THE STATION MONUMENT
 TU2915'BELOW GROUND.  IT WAS REMOVED AND A SEARCH MADE FOR AN
 TU2915'UNDERGROUND MARK, HOWEVER NONE HAD BEEN ESTABLISHED.  RM NO. 1
 TU2915'WAS NOT FOUND AND IS BELIEVED REMOVED ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1590 ***********************************************************************
 TU1590  DESIGNATION -  RED
 TU1590  PID         -  TU1590
 TU1590  STATE/COUNTY-  HI/HONOLULU
 TU1590  USGS QUAD   -  KAENA (1983)
 TU1590
 TU1590                         *CURRENT SURVEY CONTROL
 TU1590  ___________________________________________________________________
 TU1590* NAD 83(1993)-  21 33 43.83595(N)    158 15 05.55281(W)     ADJUSTED  
 TU1590* LOCAL TIDAL -       381.9    (meters)    1253.     (feet)  VERT ANG  
 TU1590  ___________________________________________________________________
 TU1590  EPOCH DATE  -        1993.62
 TU1590  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 TU1590  GEOID HEIGHT-          14.69  (meters)                     GEOID03
 TU1590
 TU1590  HORZ ORDER  -  THIRD
 TU1590
 TU1590.The horizontal coordinates were established by classical geodetic methods
 TU1590.and adjusted by the National Geodetic Survey in December 1998..
 TU1590.The horizontal coordinates are valid at the epoch date displayed above.
 TU1590.The epoch date for horizontal control is a decimal equivalence
 TU1590.of Year/Month/Day.
 TU1590
 TU1590.The orthometric height was determined by vertical angle observations.
 TU1590
 TU1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1590
 TU1590.The geoid height was determined by GEOID03.
 TU1590
 TU1590;                    North         East     Units Scale Factor Converg.
 TU1590;SPC HI 3     -    43,812.158   473,946.411   MT  0.99999838   -0 05 32.8
 TU1590;UTM  04      - 2,384,553.358   577,492.933   MT  0.99967420   +0 16 30.3
 TU1590
 TU1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1590!SPC HI 3     -   0.99993767  x   0.99999838  =   0.99993605
 TU1590!UTM  04      -   0.99993767  x   0.99967420  =   0.99961189
 TU1590
 TU1590|---------------------------------------------------------------------|
 TU1590| PID    Reference Object                     Distance      Geod. Az  |
 TU1590|                                                           dddmmss.s |
 TU1590| CJ9009 RED RM 1                                           21415     |
 TU1590| TU1592 MANINI                              APPROX. 1.3 KM 3370308.4 |
 TU1590|---------------------------------------------------------------------|
 TU1590
 TU1590                          SUPERSEDED SURVEY CONTROL
 TU1590
 TU1590  NAD 83(1986)-  21 33 43.78493(N)    158 15 05.56475(W) AD(       ) 3
 TU1590  OLD HI      -  21 33 55.16870(N)    158 15 15.51450(W) AD(       ) 3
 TU1590
 TU1590.Superseded values are not recommended for survey control.
 TU1590.NGS no longer adjusts projects to the OLD HI datum.
 TU1590.See file dsdata.txt to determine how the superseded data were derived.
 TU1590
 TU1590_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7749384553(NAD 83)
 TU1590_MARKER: Z = SEE DESCRIPTION
 TU1590_SETTING: 0 = UNSPECIFIED SETTING
 TU1590
 TU1590  HISTORY     - Date     Condition        Report By
 TU1590  HISTORY     - 1958     MONUMENTED       CGS
 TU1590  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1590  HISTORY     - 1965     GOOD             CGS
 TU1590
 TU1590                          STATION DESCRIPTION
 TU1590
 TU1590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1590'THE STATION IS ABOUT 7.0 MILES NORTH OF WAIANAE, 2.7 MILES EAST
 TU1590'OF KAENA POINT LIGHT HOUSE AND 2.5 MILES SOUTH-WEST OF THE WEST
 TU1590'END OF THE RUNWAY AT DILLINGHAM AIR FORCE BASE.
 TU1590'
 TU1590'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1590'NORTH ON THE MAIN TRAVELED ROAD FOR 6.9 MILES TO THE END OF THE
 TU1590'PAVEMENT AND A CEMETERY ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR
 TU1590'1.5 MILES TO A T-ROAD RIGHT, TURN RIGHT AND FOLLOW THE WINDING
 TU1590'ROAD UP THE STEEP HILL FOR 1.6 MILES TO THE TOP AND A
 TU1590'T-INTERSECTION, TURN LEFT AND FOLLOW THE MAIN TRAVELED ROAD WEST
 TU1590'FOR 0.8 MILE, PACK NORTH TO THE TOP OF THE HILL AND THE
 TU1590'STATION, A 10 MINUTE PACK.
 TU1590'
 TU1590'THE STATION A STANDARD DISK STAMPED RED 1958 IS SET IN A
 TU1590'PROMINENT OUTCROP OF BED ROCK.
 TU1590'
 TU1590'REFERENCE MARK 1, WAS ESTABLISHED AT THIS STATION AND LATER
 TU1590'DESTROYED.
 TU1590'
 TU1590'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1590
 TU1590                          STATION RECOVERY (1964)
 TU1590
 TU1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1590'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  LOCATED
 TU1590'ON THE RIDGE ABOVE KAENA POINT, AT KAENA POINT TRACKING
 TU1590'STATION.  0.8 MILE WEST ALONG THE MAIN ROAD FROM THE SECURITY
 TU1590'GUARD SHACK AND T-JUNCTION, ON THE SUMMIT OF A BARE, RED KNOLL
 TU1590'ABOUT 100 YARDS SOUTHWEST OFF OF ROAD.
 TU1590'
 TU1590'STATION MARK IS A STANDARD DISK STAMPED RED 1958, CEMENTED IN
 TU1590'A DRILL HOLE A BEDROCK OUTCROP THAT PROJECTS 6 INCHES ABOVE GROUND.
 TU1590'
 TU1590'NO REFERENCE MARKS ESTABLISHED.
 TU1590
 TU1590                          STATION RECOVERY (1965)
 TU1590
 TU1590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1590'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS PREVIOUSLY
 TU1590'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1907 ***********************************************************************
 TU1907  DESIGNATION -  RED
 TU1907  PID         -  TU1907
 TU1907  STATE/COUNTY-  HI/KAUAI
 TU1907  USGS QUAD   -  ANAHOLA (1996)
 TU1907
 TU1907                         *CURRENT SURVEY CONTROL
 TU1907  ___________________________________________________________________
 TU1907* NAD 83(1993)-  22 12 51.48267(N)    159 21 12.03218(W)     ADJUSTED  
 TU1907* LOCAL TIDAL -                                                        
 TU1907  ___________________________________________________________________
 TU1907  EPOCH DATE  -        1993.62
 TU1907  LAPLACE CORR-          -9.52  (seconds)                    DEFLEC99
 TU1907  GEOID HEIGHT-          14.57  (meters)                     GEOID03
 TU1907
 TU1907  HORZ ORDER  -  THIRD
 TU1907
 TU1907.The horizontal coordinates were established by classical geodetic methods
 TU1907.and adjusted by the National Geodetic Survey in December 1998..
 TU1907.The horizontal coordinates are valid at the epoch date displayed above.
 TU1907.The epoch date for horizontal control is a decimal equivalence
 TU1907.of Year/Month/Day.
 TU1907
 TU1907
 TU1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1907
 TU1907.The geoid height was determined by GEOID03.
 TU1907
 TU1907;                    North         East     Units Scale Factor Converg.
 TU1907;SPC HI 4     -    42,191.644   515,121.194   MT  0.99999282   +0 03 19.6
 TU1907;UTM  04      - 2,456,589.811   463,582.599   MT  0.99961639   -0 08 00.9
 TU1907
 TU1907                          SUPERSEDED SURVEY CONTROL
 TU1907
 TU1907  NAD 83(1986)-  22 12 51.44266(N)    159 21 12.09097(W) AD(       ) 4
 TU1907  OLD HI      -  22 13 02.81000(N)    159 21 22.18000(W) AD(       ) 3
 TU1907
 TU1907.Superseded values are not recommended for survey control.
 TU1907.NGS no longer adjusts projects to the OLD HI datum.
 TU1907.See file dsdata.txt to determine how the superseded data were derived.
 TU1907
 TU1907_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6358356590(NAD 83)
 TU1907
 TU1907  HISTORY     - Date     Condition        Report By
 TU1907  HISTORY     - UNK      MONUMENTED
 TU1907  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1907
 TU1907                          STATION DESCRIPTION
 TU1907
 TU1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1907'STATION IS GONE.  THE POINT ON WHICH IT WAS LOCATED IS A BARE,
 TU1907'RED, ERODED DIRT AREA, WITH NO MARK OR SIGNAL OF ANY KIND ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3029 ***********************************************************************
 TU3029  DESIGNATION -  RED
 TU3029  PID         -  TU3029
 TU3029  STATE/COUNTY-  HI/MAUI
 TU3029  USGS QUAD   -  WAILUKU (1997)
 TU3029
 TU3029                         *CURRENT SURVEY CONTROL
 TU3029  ___________________________________________________________________
 TU3029* NAD 83(1993)-  20 54 15.82584(N)    156 28 52.18986(W)     ADJUSTED  
 TU3029* LOCAL TIDAL -                                                        
 TU3029  ___________________________________________________________________
 TU3029  EPOCH DATE  -        1993.62
 TU3029  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 TU3029  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU3029
 TU3029  HORZ ORDER  -  THIRD
 TU3029
 TU3029.The horizontal coordinates were established by classical geodetic methods
 TU3029.and adjusted by the National Geodetic Survey in December 1998..
 TU3029.The horizontal coordinates are valid at the epoch date displayed above.
 TU3029.The epoch date for horizontal control is a decimal equivalence
 TU3029.of Year/Month/Day.
 TU3029
 TU3029
 TU3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3029
 TU3029.The geoid height was determined by GEOID03.
 TU3029
 TU3029;                    North         East     Units Scale Factor Converg.
 TU3029;SPC HI 2     -    63,232.605   519,298.439   MT  0.99997127   +0 03 58.3
 TU3029;UTM  04      - 2,313,622.816   762,009.322   MT  1.00044845   +0 53 57.3
 TU3029
 TU3029                          SUPERSEDED SURVEY CONTROL
 TU3029
 TU3029  NAD 83(1986)-  20 54 15.78573(N)    156 28 52.17562(W) AD(       ) 4
 TU3029  OLD HI      -  20 54 27.29000(N)    156 29 02.36000(W) AD(       ) 3
 TU3029
 TU3029.Superseded values are not recommended for survey control.
 TU3029.NGS no longer adjusts projects to the OLD HI datum.
 TU3029.See file dsdata.txt to determine how the superseded data were derived.
 TU3029
 TU3029_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6200913623(NAD 83)
 TU3029
 TU3029  HISTORY     - Date     Condition        Report By
 TU3029  HISTORY     - UNK      MONUMENTED
 TU3029  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3029
 TU3029                          STATION DESCRIPTION
 TU3029
 TU3029'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3029'THIS STATION WAS PLOTTED ON TOPOGRAPHIC SHEET H.  THE DISTANCE
 TU3029'AND DIRECTION WAS CHECKED OFF AND THE STATION SEARCHED FOR.  IT
 TU3029'COULD NOT BE FOUND.
 TU3029'
 TU3029'THIS STATION SHOULD BE DELETED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3168 ***********************************************************************
 TU3168  DESIGNATION -  RED
 TU3168  PID         -  TU3168
 TU3168  STATE/COUNTY-  HI/MAUI
 TU3168  USGS QUAD   -  
 TU3168
 TU3168                         *CURRENT SURVEY CONTROL
 TU3168  ___________________________________________________________________
 TU3168* NAD 83(1993)-  20 32 42.55507(N)    156 38 36.34969(W)     ADJUSTED  
 TU3168* LOCAL TIDAL -       251.     (meters)     823.     (feet)  SCALED    
 TU3168  ___________________________________________________________________
 TU3168  EPOCH DATE  -        1993.62
 TU3168  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 TU3168  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU3168
 TU3168  HORZ ORDER  -  THIRD
 TU3168
 TU3168.The horizontal coordinates were established by classical geodetic methods
 TU3168.and adjusted by the National Geodetic Survey in December 1998..
 TU3168.The horizontal coordinates are valid at the epoch date displayed above.
 TU3168.The epoch date for horizontal control is a decimal equivalence
 TU3168.of Year/Month/Day.
 TU3168
 TU3168.The orthometric height was scaled from a topographic map.
 TU3168
 TU3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3168
 TU3168.The geoid height was determined by GEOID03.
 TU3168
 TU3168;                    North         East     Units Scale Factor Converg.
 TU3168;SPC HI 2     -    23,450.040   502,423.039   MT  0.99996674   +0 00 29.4
 TU3168;UTM  04      - 2,273,583.916   745,702.323   MT  1.00034616   +0 49 38.8
 TU3168
 TU3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3168!SPC HI 2     -   0.99995809  x   0.99996674  =   0.99992483
 TU3168!UTM  04      -   0.99995809  x   1.00034616  =   1.00030424
 TU3168
 TU3168:                Primary Azimuth Mark                     Grid Az
 TU3168:SPC HI 2     -  WET                                      028 20 42.6
 TU3168:UTM  04      -  WET                                      027 31 33.2
 TU3168
 TU3168|---------------------------------------------------------------------|
 TU3168| PID    Reference Object                     Distance      Geod. Az  |
 TU3168|                                                           dddmmss.s |
 TU3168| TU3164 WET                                 APPROX. 4.3 KM 0282112.0 |
 TU3168| TU3154 CLOUD                               APPROX. 4.5 KM 0323613.7 |
 TU3168| TU3161 SOUTH CRATER 1904                   APPROX. 4.0 KM 0942101.1 |
 TU3168| TU3178 HOT                                 432.060 METERS 1871637.7 |
 TU3168| TU3176 REEF                                APPROX. 3.6 KM 2874826.0 |
 TU3168| TU3180 COB                                 455.485 METERS 3300747.1 |
 TU3168|---------------------------------------------------------------------|
 TU3168
 TU3168                          SUPERSEDED SURVEY CONTROL
 TU3168
 TU3168  NAD 83(1986)-  20 32 42.54095(N)    156 38 36.32070(W) AD(       ) 3
 TU3168  OLD HI      -  20 32 53.90500(N)    156 38 46.44400(W) AD(       ) 3
 TU3168
 TU3168.Superseded values are not recommended for survey control.
 TU3168.NGS no longer adjusts projects to the OLD HI datum.
 TU3168.See file dsdata.txt to determine how the superseded data were derived.
 TU3168
 TU3168_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4570273584(NAD 83)
 TU3168_MARKER: W = UNMONUMENTED
 TU3168_SETTING: 0 = UNSPECIFIED SETTING
 TU3168
 TU3168  HISTORY     - Date     Condition        Report By
 TU3168  HISTORY     - 1904     MONUMENTED       CGS
 TU3168
 TU3168                          STATION DESCRIPTION
 TU3168
 TU3168'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3168'IN THE WESTERN PART OF KAHOOLAWE, ON A BARE RED HILL OVERLOOKING
 TU3168'A PORTION OF THE NORTHERN SHORE LINE, DISTANT ABOUT 1 MILE FROM
 TU3168'THE NEAREST SHORE LINE, AND ABOUT 300 METERS FROM THE SHALLOW
 TU3168'OPENING AT THE NORTHWEST END OF A LARGE DEPRESSION.  MARKED BY
 TU3168'FLAGPOLE DRIVEN INTO GROUND WITH SMALL STONES PILED AROUND ITS
 TU3168'BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1325 ***********************************************************************
 TU1325  DESIGNATION -  RED BEACON 4
 TU1325  PID         -  TU1325
 TU1325  STATE/COUNTY-  HI/HONOLULU
 TU1325  USGS QUAD   -  HONOLULU (1983)
 TU1325
 TU1325                         *CURRENT SURVEY CONTROL
 TU1325  ___________________________________________________________________
 TU1325* NAD 83(1993)-  21 17 38.41432(N)    157 52 16.32842(W)     ADJUSTED  
 TU1325* LOCAL TIDAL -                                                        
 TU1325  ___________________________________________________________________
 TU1325  EPOCH DATE  -        1993.62
 TU1325  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 TU1325  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1325
 TU1325  HORZ ORDER  -  THIRD
 TU1325
 TU1325.The horizontal coordinates were established by classical geodetic methods
 TU1325.and adjusted by the National Geodetic Survey in December 1998..
 TU1325.The horizontal coordinates are valid at the epoch date displayed above.
 TU1325.The epoch date for horizontal control is a decimal equivalence
 TU1325.of Year/Month/Day.
 TU1325
 TU1325
 TU1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1325
 TU1325.The geoid height was determined by GEOID03.
 TU1325
 TU1325;                    North         East     Units Scale Factor Converg.
 TU1325;SPC HI 3     -    14,104.106   513,364.621   MT  0.99999221   +0 02 48.4
 TU1325;UTM  04      - 2,355,105.326   617,088.948   MT  0.99976941   +0 24 35.9
 TU1325
 TU1325                          SUPERSEDED SURVEY CONTROL
 TU1325
 TU1325  NAD 83(1986)-  21 17 38.36289(N)    157 52 16.33861(W) AD(       ) 4
 TU1325  OLD HI      -  21 17 49.75900(N)    157 52 26.20100(W) AD(       ) 3
 TU1325
 TU1325.Superseded values are not recommended for survey control.
 TU1325.NGS no longer adjusts projects to the OLD HI datum.
 TU1325.See file dsdata.txt to determine how the superseded data were derived.
 TU1325
 TU1325_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1708955105(NAD 83)
 TU1325
 TU1325  HISTORY     - Date     Condition        Report By
 TU1325  HISTORY     - UNK      MONUMENTED
 TU1325  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1325  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1325  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1325
 TU1325                          STATION DESCRIPTION
 TU1325
 TU1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1325'STATION IS GONE.  THE U.S. COAST GUARD OFFICE IN HONOLULU HAS
 TU1325'NO RECORD OF THE DATE OF THE REMOVAL OF THE BEACON.
 TU1325
 TU1325                          STATION RECOVERY (1995)
 TU1325
 TU1325'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1325'MARK NOT FOUND.
 TU1325
 TU1325                          STATION RECOVERY (1999)
 TU1325
 TU1325'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1324 ***********************************************************************
 TU1324  DESIGNATION -  RED BEACON 6
 TU1324  PID         -  TU1324
 TU1324  STATE/COUNTY-  HI/HONOLULU
 TU1324  USGS QUAD   -  HONOLULU (1983)
 TU1324
 TU1324                         *CURRENT SURVEY CONTROL
 TU1324  ___________________________________________________________________
 TU1324* NAD 83(1993)-  21 17 46.30184(N)    157 52 12.89857(W)     ADJUSTED  
 TU1324* LOCAL TIDAL -                                                        
 TU1324  ___________________________________________________________________
 TU1324  EPOCH DATE  -        1993.62
 TU1324  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 TU1324  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1324
 TU1324  HORZ ORDER  -  THIRD
 TU1324
 TU1324.The horizontal coordinates were established by classical geodetic methods
 TU1324.and adjusted by the National Geodetic Survey in December 1998..
 TU1324.The horizontal coordinates are valid at the epoch date displayed above.
 TU1324.The epoch date for horizontal control is a decimal equivalence
 TU1324.of Year/Month/Day.
 TU1324
 TU1324
 TU1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1324
 TU1324.The geoid height was determined by GEOID03.
 TU1324
 TU1324;                    North         East     Units Scale Factor Converg.
 TU1324;SPC HI 3     -    14,346.772   513,463.281   MT  0.99999224   +0 02 49.6
 TU1324;UTM  04      - 2,355,348.559   617,186.047   MT  0.99976970   +0 24 37.3
 TU1324
 TU1324                          SUPERSEDED SURVEY CONTROL
 TU1324
 TU1324  NAD 83(1986)-  21 17 46.25028(N)    157 52 12.90868(W) AD(       ) 4
 TU1324  OLD HI      -  21 17 57.64600(N)    157 52 22.76700(W) AD(       ) 3
 TU1324
 TU1324.Superseded values are not recommended for survey control.
 TU1324.NGS no longer adjusts projects to the OLD HI datum.
 TU1324.See file dsdata.txt to determine how the superseded data were derived.
 TU1324
 TU1324_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1718655349(NAD 83)
 TU1324
 TU1324  HISTORY     - Date     Condition        Report By
 TU1324  HISTORY     - UNK      MONUMENTED
 TU1324  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1324  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1324  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1324
 TU1324                          STATION DESCRIPTION
 TU1324
 TU1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1324'STATION IS GONE.  THE U.S. COAST GUARD OFFICE IN HONOLULU HAS
 TU1324'NO RECORD OF THE DATE OF THE REMOVAL OF THE BEACON.
 TU1324
 TU1324                          STATION RECOVERY (1995)
 TU1324
 TU1324'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1324'MARK NOT FOUND.
 TU1324
 TU1324                          STATION RECOVERY (1999)
 TU1324
 TU1324'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1317 ***********************************************************************
 TU1317  DESIGNATION -  RED BEACON 8
 TU1317  PID         -  TU1317
 TU1317  STATE/COUNTY-  HI/HONOLULU
 TU1317  USGS QUAD   -  HONOLULU (1983)
 TU1317
 TU1317                         *CURRENT SURVEY CONTROL
 TU1317  ___________________________________________________________________
 TU1317* NAD 83(1993)-  21 17 53.97506(N)    157 52 07.25145(W)     ADJUSTED  
 TU1317* LOCAL TIDAL -                                                        
 TU1317  ___________________________________________________________________
 TU1317  EPOCH DATE  -        1993.62
 TU1317  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 TU1317  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1317
 TU1317  HORZ ORDER  -  THIRD
 TU1317
 TU1317.The horizontal coordinates were established by classical geodetic methods
 TU1317.and adjusted by the National Geodetic Survey in December 1998..
 TU1317.The horizontal coordinates are valid at the epoch date displayed above.
 TU1317.The epoch date for horizontal control is a decimal equivalence
 TU1317.of Year/Month/Day.
 TU1317
 TU1317
 TU1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1317
 TU1317.The geoid height was determined by GEOID03.
 TU1317
 TU1317;                    North         East     Units Scale Factor Converg.
 TU1317;SPC HI 3     -    14,582.900   513,625.852   MT  0.99999229   +0 02 51.7
 TU1317;UTM  04      - 2,355,585.661   617,347.082   MT  0.99977016   +0 24 39.5
 TU1317
 TU1317                          SUPERSEDED SURVEY CONTROL
 TU1317
 TU1317  NAD 83(1986)-  21 17 53.92394(N)    157 52 07.26162(W) AD(       ) 4
 TU1317  OLD HI      -  21 18 05.31700(N)    157 52 17.12100(W) AD(       ) 3
 TU1317
 TU1317.Superseded values are not recommended for survey control.
 TU1317.NGS no longer adjusts projects to the OLD HI datum.
 TU1317.See file dsdata.txt to determine how the superseded data were derived.
 TU1317
 TU1317_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1734755586(NAD 83)
 TU1317
 TU1317  HISTORY     - Date     Condition        Report By
 TU1317  HISTORY     - UNK      MONUMENTED
 TU1317  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1317  HISTORY     - 19951008 MARK NOT FOUND   USPSQD
 TU1317  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1317
 TU1317                          STATION DESCRIPTION
 TU1317
 TU1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1317'STATION IS GONE.  THE U.S. COAST GUARD STATION IN HONOLULU HAS
 TU1317'RECORD OF THE DATE OF THE REMOVAL OF THE BEACON.
 TU1317
 TU1317                          STATION RECOVERY (1995)
 TU1317
 TU1317'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1317'MARK NOT FOUND.
 TU1317
 TU1317                          STATION RECOVERY (1999)
 TU1317
 TU1317'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1121 ***********************************************************************
 TU1121  DESIGNATION -  RED CHURCH SPIRE
 TU1121  PID         -  TU1121
 TU1121  STATE/COUNTY-  HI/HONOLULU
 TU1121  USGS QUAD   -  KANEOHE (1983)
 TU1121
 TU1121                         *CURRENT SURVEY CONTROL
 TU1121  ___________________________________________________________________
 TU1121* NAD 83(1993)-  21 29 42.09627(N)    157 51 03.92545(W)     ADJUSTED  
 TU1121* LOCAL TIDAL -                                                        
 TU1121  ___________________________________________________________________
 TU1121  EPOCH DATE  -        1993.62
 TU1121  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 TU1121  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1121
 TU1121  HORZ ORDER  -  THIRD
 TU1121
 TU1121.The horizontal coordinates were established by classical geodetic methods
 TU1121.and adjusted by the National Geodetic Survey in December 1998..
 TU1121.The horizontal coordinates are valid at the epoch date displayed above.
 TU1121.The epoch date for horizontal control is a decimal equivalence
 TU1121.of Year/Month/Day.
 TU1121
 TU1121
 TU1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1121
 TU1121.The geoid height was determined by GEOID03.
 TU1121
 TU1121;                    North         East     Units Scale Factor Converg.
 TU1121;SPC HI 3     -    36,363.457   515,430.426   MT  0.99999294   +0 03 16.4
 TU1121;UTM  04      - 2,377,372.473   619,012.551   MT  0.99977502   +0 25 15.7
 TU1121
 TU1121                          SUPERSEDED SURVEY CONTROL
 TU1121
 TU1121  NAD 83(1986)-  21 29 42.04609(N)    157 51 03.93356(W) AD(       ) 4
 TU1121  OLD HI      -  21 29 53.45000(N)    157 51 13.83000(W) AD(       ) 3
 TU1121
 TU1121.Superseded values are not recommended for survey control.
 TU1121.NGS no longer adjusts projects to the OLD HI datum.
 TU1121.See file dsdata.txt to determine how the superseded data were derived.
 TU1121
 TU1121_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1901377372(NAD 83)
 TU1121
 TU1121  HISTORY     - Date     Condition        Report By
 TU1121  HISTORY     - UNK      MONUMENTED
 TU1121  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1121  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1121
 TU1121                          STATION DESCRIPTION
 TU1121
 TU1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1121'THE KALAWINA CHURCH IN WAIKANE IS A WHITE WOODEN BUILDING, 24
 TU1121'FEET BY 29 FEET, STANDING 26 METERS E BY N OF THE PAVED
 TU1121'HIGHWAY.  THE SPIRE IS ON THE W END OF THE BUILDING.  SPIRE AND
 TU1121'ROOF ARE PAINTED RED.  SPIRE HAS A COOK WEATHER VANE.
 TU1121
 TU1121                          STATION RECOVERY (1964)
 TU1121
 TU1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1121'STATION IS DESTROYED.  THE CHURCH HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1110 ***********************************************************************
 TU1110  DESIGNATION -  RED DIRT
 TU1110  PID         -  TU1110
 TU1110  STATE/COUNTY-  HI/HONOLULU
 TU1110  USGS QUAD   -  KANEOHE (1983)
 TU1110
 TU1110                         *CURRENT SURVEY CONTROL
 TU1110  ___________________________________________________________________
 TU1110* NAD 83(1993)-  21 23 50.93482(N)    157 48 52.14199(W)     ADJUSTED  
 TU1110* LOCAL TIDAL -       215.0    (meters)     705.     (feet)  VERT ANG  
 TU1110  ___________________________________________________________________
 TU1110  EPOCH DATE  -        1993.62
 TU1110  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 TU1110  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU1110
 TU1110  HORZ ORDER  -  FIRST
 TU1110
 TU1110.The horizontal coordinates were established by classical geodetic methods
 TU1110.and adjusted by the National Geodetic Survey in December 1998..
 TU1110.The horizontal coordinates are valid at the epoch date displayed above.
 TU1110.The epoch date for horizontal control is a decimal equivalence
 TU1110.of Year/Month/Day.
 TU1110
 TU1110.The orthometric height was determined by vertical angle observations.
 TU1110
 TU1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1110
 TU1110.The geoid height was determined by GEOID03.
 TU1110
 TU1110;                    North         East     Units Scale Factor Converg.
 TU1110;SPC HI 3     -    25,567.133   519,236.490   MT  0.99999457   +0 04 03.7
 TU1110;UTM  04      - 2,366,602.954   622,886.617   MT  0.99978660   +0 25 57.3
 TU1110
 TU1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1110!SPC HI 3     -   0.99996367  x   0.99999457  =   0.99995824
 TU1110!UTM  04      -   0.99996367  x   0.99978660  =   0.99975028
 TU1110
 TU1110:                Primary Azimuth Mark                     Grid Az
 TU1110:SPC HI 3     -  KANEOHE BAY HAWAIILOA HILL BCN           046 47 34.7
 TU1110:UTM  04      -  KANEOHE BAY HAWAIILOA HILL BCN           046 25 41.1
 TU1110
 TU1110|---------------------------------------------------------------------|
 TU1110| PID    Reference Object                     Distance      Geod. Az  |
 TU1110|                                                           dddmmss.s |
 TU1110| TU1127 KANEOHE BAY HAWAIILOA HILL BCN      APPROX. 8.2 KM 0465138.4 |
 TU1110| TU1080 KANEOHE HAWAIIAN TEL MICROWAVE      APPROX. 6.6 KM 0650608.9 |
 TU1110| TU1095 KANEOHE RAD STA KLEI MAST           APPROX. 2.6 KM 0973036.4 |
 TU1110| CJ9010 RED DIRT RM 1                         6.738 METERS 26330     |
 TU1110| CJ9011 RED DIRT RM 2                         9.156 METERS 30933     |
 TU1110|---------------------------------------------------------------------|
 TU1110
 TU1110                          SUPERSEDED SURVEY CONTROL
 TU1110
 TU1110  NAD 83(1986)-  21 23 50.88438(N)    157 48 52.15044(W) AD(       ) 1
 TU1110  OLD HI      -  21 24 02.29867(N)    157 49 02.03226(W) AD(       ) 1
 TU1110
 TU1110.Superseded values are not recommended for survey control.
 TU1110.NGS no longer adjusts projects to the OLD HI datum.
 TU1110.See file dsdata.txt to determine how the superseded data were derived.
 TU1110
 TU1110_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2288766603(NAD 83)
 TU1110_MARKER: Z = SEE DESCRIPTION
 TU1110_SETTING: 0 = UNSPECIFIED SETTING
 TU1110
 TU1110  HISTORY     - Date     Condition        Report By
 TU1110  HISTORY     - 1969     MONUMENTED       CGS
 TU1110
 TU1110                          STATION DESCRIPTION
 TU1110
 TU1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1110'THE STATION IS LOCATED ABOUT 4-3/4 MILES WEST OF KAILUA, 1-3/4
 TU1110'MILES SOUTHWEST OF THE POST OFFICE IN KANEOHE, 1/4 MILE
 TU1110'WEST-NORTHWEST OF THE LIKELIKE HIGHWAY, ON A RED COLORED HOGBACK
 TU1110'RIDGE LEADING UP TO A SHEER WALL OF THE PALI.
 TU1110'
 TU1110'TO REACH FROM THE POST OFFICE IN KANEOHE, GO SOUTHERLY ON STATE
 TU1110'HIGHWAY 83 FOR 1.1 MILE TO THE JUNCTION WITH LIKELIKE
 TU1110'HIGHWAY.  TURN RIGHT AND GO 0.75 MILE TO A SIDE ROAD ON THE
 TU1110'RIGHT, TURN RIGHT AND BEAR LEFT FOR 0.2 MILE TO AN OLD QUARRY
 TU1110'AND END OF TRUCK TRAVEL.  PACK TO THE RIGHT AND BACK TO THE
 TU1110'LEFT ONTO A RIDGE, THEN UP THE RIDGE WESTERLY FOR APPROXIMATELY
 TU1110'1/4 MILE TO THE STATION ON THE RIGHT ON A NARROW PART OF RIDGE,
 TU1110'TO THE RIGHT AND ABOVE WHAT APPEARS TO BE AN OLD WASHED OUT
 TU1110'WAGON ROAD.
 TU1110'
 TU1110'STATION MARK IS A STANDARD DISK STAMPED RED DIRT 1969, BRAZED
 TU1110'TO THE TOP OF A 3 INCH PIPE, WHICH IS SET FLUSH WITH THE SURFACE
 TU1110'OF THE GROUND.  IT IS 15 FEET SOUTH OF THE CENTER OF RIDGE, 4
 TU1110'FEET NORTH OF DROPOFF.
 TU1110'
 TU1110'REFERENCE MARK 1 IS A STANDARD DISK STAMPED RED DIRT NO 1
 TU1110'1969, BRAZED TO THE TOP OF A 3 INCH PIPE, WHICH PROJECTS 10
 TU1110'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 14 FEET SOUTH OF
 TU1110'THE CENTER OF RIDGE, 4 FEET NORTH OF DROPOFF.
 TU1110'
 TU1110'REFERENCE MARK 3 IS A STANDARD DISK STAMPED RED DIRT NO 2
 TU1110'1969, BRAZED TO THE TOP OF A 3 INCH PIPE, WHICH PROJECTS 8
 TU1110'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 12 FEET NORTH OF
 TU1110'THE CENTER OF RIDGE, 3 FEET SOUTH OF A DROPOFF.
 TU1110'
 TU1110'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1328 ***********************************************************************
 TU1328  DESIGNATION -  RED GAS TANK CENTER
 TU1328  PID         -  TU1328
 TU1328  STATE/COUNTY-  HI/HONOLULU
 TU1328  USGS QUAD   -  HONOLULU (1983)
 TU1328
 TU1328                         *CURRENT SURVEY CONTROL
 TU1328  ___________________________________________________________________
 TU1328* NAD 83(1993)-  21 18 59.70527(N)    157 52 17.79791(W)     ADJUSTED  
 TU1328* LOCAL TIDAL -                                                        
 TU1328  ___________________________________________________________________
 TU1328  EPOCH DATE  -        1993.62
 TU1328  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 TU1328  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1328
 TU1328  HORZ ORDER  -  THIRD
 TU1328
 TU1328.The horizontal coordinates were established by classical geodetic methods
 TU1328.and adjusted by the National Geodetic Survey in December 1998..
 TU1328.The horizontal coordinates are valid at the epoch date displayed above.
 TU1328.The epoch date for horizontal control is a decimal equivalence
 TU1328.of Year/Month/Day.
 TU1328
 TU1328
 TU1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1328
 TU1328.The geoid height was determined by GEOID03.
 TU1328
 TU1328;                    North         East     Units Scale Factor Converg.
 TU1328;SPC HI 3     -    16,604.222   513,320.229   MT  0.99999219   +0 02 48.0
 TU1328;UTM  04      - 2,357,604.554   617,028.715   MT  0.99976924   +0 24 36.9
 TU1328
 TU1328                          SUPERSEDED SURVEY CONTROL
 TU1328
 TU1328  NAD 83(1986)-  21 18 59.65552(N)    157 52 17.80741(W) AD(       ) 4
 TU1328  OLD HI      -  21 19 11.04500(N)    157 52 27.70000(W) AD(       ) 3
 TU1328
 TU1328.Superseded values are not recommended for survey control.
 TU1328.NGS no longer adjusts projects to the OLD HI datum.
 TU1328.See file dsdata.txt to determine how the superseded data were derived.
 TU1328
 TU1328_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1702957605(NAD 83)
 TU1328
 TU1328  HISTORY     - Date     Condition        Report By
 TU1328  HISTORY     - 1925     MONUMENTED       CGS
 TU1328  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1328  HISTORY     - 19990927 MARK NOT FOUND   USPSQD
 TU1328
 TU1328                          STATION DESCRIPTION
 TU1328
 TU1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1328'IN SOUTHERN OAHU, ON WEST SIDE OF HONOLULU, CENTER OF LARGE
 TU1328'RED GAS TANK.  A VERY CONSPICUOUS OBJECT EVEN FROM AS FAR
 TU1328'AWAY AS BARBERS POINT.
 TU1328
 TU1328                          STATION RECOVERY (1965)
 TU1328
 TU1328'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1328'STATION WAS IDENTIFIED BY ANGLE FROM PUNCHBOWL AND KALAEPOHAKU,
 TU1328'AND RECOVERED.  IT IS THE NORTH, AND MIDDLE-SIZED ONE, OF THREE
 TU1328'GAS TANKS AT THE HONOLULU GAS CO. PLANT IN THE IWILEI DISTRICT
 TU1328'OF HONOLULU.
 TU1328'
 TU1328'THE TANK, WHICH WAS CONSTRUCTED IN 1924, IS ABOUT 100 FEET
 TU1328'IN DIAMETER AND 85 FEET HIGH.  IT IS NOW PAINTED BLACK.  IT
 TU1328'SETS INSIDE OF A SILVER-COLORED, STEEL SCAFFOLDING, OR
 TU1328'RE-ENFORCING FRAMEWORK, WHICH EXTENDS UP TO ABOUT 125 FEET
 TU1328'ABOVE GROUND.
 TU1328'
 TU1328'ALL THREE TANKS ARE OF SIMILAR CONSTRUCTION, BUT THE WEST ONE,
 TU1328'BUILT IN 1910 IS VERY SMALL.  THE EAST TANK, BUILT IN 1948,
 TU1328'IS VERY LARGE, ANND ITS RE-ENFORCING FRAMEWORK IS ABOUT 60
 TU1328'FEET HIGHER THAN THE STATION TANKS.  NOTE--STATION IS ALMOST
 TU1328'ENTIRELY OBSCURED BY SURROUNDING INDUSTRIAL BUILDINGS, AND THE
 TU1328'LARGE TANK IS THE ONLY PROMINENT OR NOTICEABLE ONE.
 TU1328
 TU1328                          STATION RECOVERY (1999)
 TU1328
 TU1328'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2304 ***********************************************************************
 TU2304  DESIGNATION -  RED HILL HGS 1877
 TU2304  PID         -  TU2304
 TU2304  STATE/COUNTY-  HI/HAWAII
 TU2304  USGS QUAD   -  MAUNA KEA (1982)
 TU2304
 TU2304                         *CURRENT SURVEY CONTROL
 TU2304  ___________________________________________________________________
 TU2304* NAD 83(1993)-  19 50 55.45849(N)    155 25 14.92392(W)     ADJUSTED  
 TU2304* LOCAL TIDAL -      3616.0    (meters)   11863.     (feet)  VERT ANG  
 TU2304  ___________________________________________________________________
 TU2304  EPOCH DATE  -        1993.62
 TU2304  LAPLACE CORR-         -13.64  (seconds)                    DEFLEC99
 TU2304  GEOID HEIGHT-          25.53  (meters)                     GEOID03
 TU2304
 TU2304  HORZ ORDER  -  SECOND
 TU2304
 TU2304.The horizontal coordinates were established by classical geodetic methods
 TU2304.and adjusted by the National Geodetic Survey in December 1998..
 TU2304.The horizontal coordinates are valid at the epoch date displayed above.
 TU2304.The epoch date for horizontal control is a decimal equivalence
 TU2304.of Year/Month/Day.
 TU2304
 TU2304.The orthometric height was determined by vertical angle observations.
 TU2304
 TU2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2304
 TU2304.The geoid height was determined by GEOID03.
 TU2304
 TU2304;                    North         East     Units Scale Factor Converg.
 TU2304;SPC HI 1     -   112,399.690   508,294.385   MT  0.99996752   +0 01 36.8
 TU2304;UTM  05      - 2,196,562.156   246,470.946   MT  1.00039454   -0 49 20.6
 TU2304
 TU2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2304!SPC HI 1     -   0.99942791  x   0.99996752  =   0.99939545
 TU2304!UTM  05      -   0.99942791  x   1.00039454  =   0.99982222
 TU2304
 TU2304                          SUPERSEDED SURVEY CONTROL
 TU2304
 TU2304  NAD 83(1986)-  19 50 55.42968(N)    155 25 14.94642(W) AD(       ) 2
 TU2304  OLD HI      -  19 51 06.41000(N)    155 25 24.93600(W) AD(       ) 2
 TU2304
 TU2304.Superseded values are not recommended for survey control.
 TU2304.NGS no longer adjusts projects to the OLD HI datum.
 TU2304.See file dsdata.txt to determine how the superseded data were derived.
 TU2304
 TU2304_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4647196562(NAD 83)
 TU2304
 TU2304  HISTORY     - Date     Condition        Report By
 TU2304  HISTORY     - 1877     MONUMENTED       HIGS
 TU2304  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2304  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2304  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2304  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2304
 TU2304                          STATION DESCRIPTION
 TU2304
 TU2304'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2304'IN THE NORTHERN PART OF HAWAII, ON A PROMINENT PEAK ON THE
 TU2304'NORTHEAST SLOPE OF MAUNA KEA.  MARKED BY A COPPER TRIANGLE
 TU2304'UNDERGROUND, WITH A LARGE STONE CAIRN OVER IT.  VISIBLE FROM
 TU2304'THE VOLCANO HOUSE.
 TU2304
 TU2304                          STATION RECOVERY (1938)
 TU2304
 TU2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2304'LOCATION OF STATION--IN THE NORTHERN PART OF HAWAII ON A PROMINENT
 TU2304'PEAK ON THE NORTHEAST SLOPE OF MAUNA KEA.  THE HILL IS ABOUT 4
 TU2304'MILES SOUTHWESTERLY FROM PUU KIHE RANCH HOUSE.
 TU2304'
 TU2304'OLD STATION MARK FOUND--THE OLD COPPER TRIANGLE WHICH WAS THE
 TU2304'ONLY DEFINITE MARK TO IDENTIFY THE STATION WAS FOUND LYING LOOSE
 TU2304'IN A PILE OF STONES ON ABOUT THE HIGHEST POINT OF THE HILL.  AN
 TU2304'OLD GRAVE WAS FOUND IN THIS PILE OF STONES.
 TU2304'
 TU2304'NEW STATION MARK--AN H.T.S. TYPE D. MONUMENT WAS ERECTED OVER
 TU2304'THE POINT WHERE THE COPPER TRIANGULATION STATION WAS FOUND BUT
 TU2304'THERE IS A QUESTION AS TO WHETHER THIS STATION IS BUILT OVER THE
 TU2304'ORIGINAL POINT.  IT SHOULD BE RE-TRIANGULATED ON.
 TU2304
 TU2304                          STATION RECOVERY (1949)
 TU2304
 TU2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2304'THE ORIGINAL STATION, CONSISTING OF A COPPER TRIANGLE, WAS FOUND
 TU2304'LYING LOOSE IN A PILE OF STONES BY THE TERRITORY SURVEY IN 1938
 TU2304'WHEN THEY BUILT A TRIANGULAR CONCRETE PLATFORM AT THE STATION
 TU2304'SITE.  THEY MADE NOTE OF THE FACT THAT SOME DOUBT EXISTS IF THE
 TU2304'ORIGINAL POINT WAS RECOVERED.  A NEW DESCRIPTION FOLLOWS.
 TU2304'
 TU2304'THE STATION IS LOCATED ON THE NORTHEAST SUMMIT OF RED HILL, WHICH
 TU2304'LIES ON THE EASTERLY SLOPE OF MAUNA KEA, ABOUT 16.5 MILES SOUTH
 TU2304'SOUTHEAST OF HONOKAA, ABOUT 20 MILES WEST OF HONOMU, ABOUT 3.7
 TU2304'MILES EAST NORTHEAST OF THE SUMMIT OF MAUNA KEA AND AT AN
 TU2304'ELEVATION OF 11,854 FEET.
 TU2304'
 TU2304'THE STATION CAN BE REACHED, BY TRAIL, FROM THE PUU KIHE RANCH
 TU2304'HOUSE WHICH IS 7.8 MILES, BY ROAD, WEST OF THE KUKAIAU RANCH
 TU2304'HEADQUARTERS.
 TU2304'
 TU2304'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU2304'ABOUT 2 FEET FROM THE TOP OF TRIANGULAR SLAB OF CONCRETE WHICH IS
 TU2304'6 FEET ON EACH SIDE AND ABOUT FLUSH WITH THE SURROUNDING ROCK.
 TU2304'
 TU2304'THIS STATION WAS LOCATED BY 16 POSITION INTERSECTIONS FROM
 TU2304'VARIOUS TRIANGULATION STATIONS.
 TU2304
 TU2304                          STATION RECOVERY (1968)
 TU2304
 TU2304'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2304'STATION WAS NOT VISITED, BUT THE TARGET MAY BE SEEN FROM
 TU2304'SURROUNDING STATIONS.
 TU2304'
 TU2304'LOCATED ABOUT 23 MILES WEST-NORTHWEST OF HILO, ON THE NORTHEAST
 TU2304'SLOPES OF MAUNA KEA, ON THE SUMMIT OF RED HILL, AT ABOUT 11,863
 TU2304'FEET ELEVATION, ABOUT 3/4-MILE NORTHEAST OF PUU MAKANAKA.
 TU2304'
 TU2304'STATION IS MARKED BY A 2-1/2-INCH IRON PIPE, PROJECTING 2 FEET
 TU2304'FROM THE CENTER OF A TRIANGULAR CONCRETE PLATFORM.  A RED AND
 TU2304'WHITE METAL TARGET IS MOUNTED IN THE IRON PIPE AND EXTENDS ABOUT 8
 TU2304'FEET ABOVE THE PLATFORM.
 TU2304
 TU2304                          STATION RECOVERY (1978)
 TU2304
 TU2304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2304'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 TU2304'NGS RECOVERY NOTE BY C.T. HUSEMEYER, 1949.  REACHED VIA HELICOPTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2739 ***********************************************************************
 TU2739  DESIGNATION -  RED TANK
 TU2739  PID         -  TU2739
 TU2739  STATE/COUNTY-  HI/HAWAII
 TU2739  USGS QUAD   -  MAHUKONA (1995)
 TU2739
 TU2739                         *CURRENT SURVEY CONTROL
 TU2739  ___________________________________________________________________
 TU2739* NAD 83(1993)-  20 11 12.53722(N)    155 53 52.09891(W)     ADJUSTED  
 TU2739* LOCAL TIDAL -                                                        
 TU2739  ___________________________________________________________________
 TU2739  EPOCH DATE  -        1993.62
 TU2739  LAPLACE CORR-           9.84  (seconds)                    DEFLEC99
 TU2739  GEOID HEIGHT-          18.24  (meters)                     GEOID03
 TU2739
 TU2739  HORZ ORDER  -  THIRD
 TU2739
 TU2739.The horizontal coordinates were established by classical geodetic methods
 TU2739.and adjusted by the National Geodetic Survey in December 1998..
 TU2739.The horizontal coordinates are valid at the epoch date displayed above.
 TU2739.The epoch date for horizontal control is a decimal equivalence
 TU2739.of Year/Month/Day.
 TU2739
 TU2739
 TU2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2739
 TU2739.The geoid height was determined by GEOID03.
 TU2739
 TU2739;                    North         East     Units Scale Factor Converg.
 TU2739;SPC HI 1     -   149,873.003   458,421.300   MT  0.99998802   -0 08 14.2
 TU2739;UTM  05      - 2,234,799.101   197,134.587   MT  1.00073387   -1 00 02.7
 TU2739
 TU2739                          SUPERSEDED SURVEY CONTROL
 TU2739
 TU2739  NAD 83(1986)-  20 11 12.51259(N)    155 53 52.09233(W) AD(       ) 4
 TU2739  OLD HI      -  20 11 23.59000(N)    155 54 02.21000(W) AD(       ) 3
 TU2739
 TU2739.Superseded values are not recommended for survey control.
 TU2739.NGS no longer adjusts projects to the OLD HI datum.
 TU2739.See file dsdata.txt to determine how the superseded data were derived.
 TU2739
 TU2739_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9713534799(NAD 83)
 TU2739
 TU2739  HISTORY     - Date     Condition        Report By
 TU2739  HISTORY     - 1948     MONUMENTED       CGS
 TU2739  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2739  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2739
 TU2739                          STATION DESCRIPTION
 TU2739
 TU2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2739'ABOUT 150 FEET E OF ROAD TO MAHUKONA AND DISTANT 0.25 MILE FROM
 TU2739'MAHUKONA DOCKS.  CONSTRUCTED OF WOOD.
 TU2739
 TU2739                          STATION RECOVERY (1967)
 TU2739
 TU2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2739'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 11
 TU2739'MILES NORTHWEST OF KAWAIHAE, 1400 FEET NORTHEAST OF MAHUKONA
 TU2739'HARBOR, AND ABOUT 50 YARDS SOUTHEAST OF THE MAHUKONA-KOHALA
 TU2739'HIGHWAY, ON A LOW KNOLL COVERED WITH KIAWE TREES, WHICH
 TU2739'OBSCURE ALL EXCEPT THE TOP OF THE TANK.
 TU2739'
 TU2739'STATION IS A LARGE, RED, WOODEN, WATER TANK 25 FEET IN
 TU2739'DIAMETER.  BOTTOM OF TANK SETS ON A FOUNDATION, 4 FEET ABOVE
 TU2739'GROUND, WALL OF TANK IS 16 FEET HIGH, AND A CONICAL ROOF
 TU2739'EXTENDS ABOUT 8 FEET ABOVE TOP OF WALL.  A WHITE WOODEN POLE,
 TU2739'WITH SMALL BALL ON TOP, IS MOUNTED ON PEAK OF ROOF AND EXTENDS
 TU2739'ABOUT 5 FEET ABOVE IT.
 TU2739
 TU2739                          STATION RECOVERY (1968)
 TU2739
 TU2739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2739'RECOVERED IN GOOD CONDITION AS DESCRIBED BY D.M. WHIPP, 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1807 ***********************************************************************
 TU1807  DESIGNATION -  REEF
 TU1807  PID         -  TU1807
 TU1807  STATE/COUNTY-  HI/KAUAI
 TU1807  USGS QUAD   -  HANAPEPE (1996)
 TU1807
 TU1807                         *CURRENT SURVEY CONTROL
 TU1807  ___________________________________________________________________
 TU1807* NAD 83(1993)-  21 53 36.97089(N)    159 34 32.04192(W)     ADJUSTED  
 TU1807* LOCAL TIDAL -                                                        
 TU1807  ___________________________________________________________________
 TU1807  EPOCH DATE  -        1993.62
 TU1807  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 TU1807  GEOID HEIGHT-          15.48  (meters)                     GEOID03
 TU1807
 TU1807  HORZ ORDER  -  THIRD
 TU1807
 TU1807.The horizontal coordinates were established by classical geodetic methods
 TU1807.and adjusted by the National Geodetic Survey in December 1998..
 TU1807.The horizontal coordinates are valid at the epoch date displayed above.
 TU1807.The epoch date for horizontal control is a decimal equivalence
 TU1807.of Year/Month/Day.
 TU1807
 TU1807
 TU1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1807
 TU1807.The geoid height was determined by GEOID03.
 TU1807
 TU1807;                    North         East     Units Scale Factor Converg.
 TU1807;SPC HI 4     -     6,675.422   492,191.038   MT  0.99999075   -0 01 41.4
 TU1807;UTM  04      - 2,421,161.738   440,544.526   MT  0.99964368   -0 12 52.7
 TU1807
 TU1807                          SUPERSEDED SURVEY CONTROL
 TU1807
 TU1807  NAD 83(1986)-  21 53 36.94458(N)    159 34 32.06256(W) AD(       ) 4
 TU1807  OLD HI      -  21 53 48.20000(N)    159 34 42.10000(W) AD(       ) 3
 TU1807
 TU1807.Superseded values are not recommended for survey control.
 TU1807.NGS no longer adjusts projects to the OLD HI datum.
 TU1807.See file dsdata.txt to determine how the superseded data were derived.
 TU1807
 TU1807_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4054521162(NAD 83)
 TU1807
 TU1807  HISTORY     - Date     Condition        Report By
 TU1807  HISTORY     - 1910     MONUMENTED       CGS
 TU1807  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1807
 TU1807                          STATION DESCRIPTION
 TU1807
 TU1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1807'ON THE SOUTH COAST OF KAUAI, AT EAST POINT (WELI) OF WAHIAWA
 TU1807'HARBOR, 5 METERS BACK FROM AND 20 FEET ABOVE HIGH-WATER MARK.
 TU1807
 TU1807                          STATION RECOVERY (1965)
 TU1807
 TU1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1807'OLD DESCRIPTION DOES NOT DESCRIBE HOW STATION WAS MARKED.  A SEARCH
 TU1807'WAS MADE ON THE POINT BUT NO MARK OF ANY KIND FOUND AND THE STATION
 TU1807'IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3076 ***********************************************************************
 TU3076  DESIGNATION -  REFERENCE MARK 3 1943
 TU3076  PID         -  TU3076
 TU3076  STATE/COUNTY-  HI/MAUI
 TU3076  USGS QUAD   -  MAALAEA (1996)
 TU3076
 TU3076                         *CURRENT SURVEY CONTROL
 TU3076  ___________________________________________________________________
 TU3076* NAD 83(1993)-  20 49 19.10973(N)    156 30 40.28051(W)     ADJUSTED  
 TU3076* LOCAL TIDAL -        99.     (meters)     325.     (feet)  SCALED    
 TU3076  ___________________________________________________________________
 TU3076  EPOCH DATE  -        1993.62
 TU3076  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 TU3076  GEOID HEIGHT-          16.46  (meters)                     GEOID03
 TU3076
 TU3076  HORZ ORDER  -  THIRD
 TU3076
 TU3076.The horizontal coordinates were established by classical geodetic methods
 TU3076.and adjusted by the National Geodetic Survey in December 1998..
 TU3076.No horizontal observational check was made to the station.
 TU3076.The horizontal coordinates are valid at the epoch date displayed above.
 TU3076.The epoch date for horizontal control is a decimal equivalence
 TU3076.of Year/Month/Day.
 TU3076
 TU3076.The orthometric height was scaled from a topographic map.
 TU3076
 TU3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3076
 TU3076.The geoid height was determined by GEOID03.
 TU3076
 TU3076;                    North         East     Units Scale Factor Converg.
 TU3076;SPC HI 2     -    54,104.289   516,183.638   MT  0.99996990   +0 03 19.0
 TU3076;UTM  04      - 2,304,445.966   759,025.921   MT  1.00042925   +0 53 06.7
 TU3076
 TU3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3076!SPC HI 2     -   0.99998185  x   0.99996990  =   0.99995175
 TU3076!UTM  04      -   0.99998185  x   1.00042925  =   1.00041109
 TU3076
 TU3076                          SUPERSEDED SURVEY CONTROL
 TU3076
 TU3076  NAD 83(1986)-  20 49 19.07362(N)    156 30 40.26575(W) AD(       ) 3
 TU3076  OLD HI      -  20 49 30.61200(N)    156 30 50.42400(W) AD(       ) 3
 TU3076
 TU3076.Superseded values are not recommended for survey control.
 TU3076.NGS no longer adjusts projects to the OLD HI datum.
 TU3076.See file dsdata.txt to determine how the superseded data were derived.
 TU3076
 TU3076_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5902604446(NAD 83)
 TU3076
 TU3076  HISTORY     - Date     Condition        Report By
 TU3076  HISTORY     - 1943     MONUMENTED       CGS
 TU3076  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3076  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU3076
 TU3076                          STATION DESCRIPTION
 TU3076
 TU3076'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3076'SEARCHED FOR BUT NOT FOUND AND BELIEVED DESTROYED.
 TU3076'
 TU3076'A TRIAL POINT WAS ESTABLISHED IN THE VICINITY BY TRIANGULATION
 TU3076'FROM STATIONS WAIAKOA, PUU HONA AND RADIO STATION WWVH, MAST
 TU3076'1950.  A SEARCH WAS MADE AT THE DISTANCE AND ANGLE DETERMINED BY
 TU3076'INVERSE FROM THIS POINT BUT NO MARK WAS FOUND.
 TU3076'
 TU3076'THE POINT FALLS IN THE ROADWAY OF THE CANE-FIELD BOUNDARY ROAD
 TU3076'OF FIELD NO. 97 OF THE WAILUKU SUGAR COMPANY, AND SINCE THIS
 TU3076'ROAD AND CANAL WERE CONSTRUCTED PRIOR TO 1920 THE MARK WAS
 TU3076'APPARENTLY LOCATED ON THE ROADWAY, AND IS BELIEVED TO HAVE BEEN
 TU3076'KNOCKED BY ROAD GRADERS.
 TU3076
 TU3076                          STATION RECOVERY (1999)
 TU3076
 TU3076'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1639 ***********************************************************************
 TU1639  DESIGNATION -  RELAY
 TU1639  PID         -  TU1639
 TU1639  STATE/COUNTY-  HI/HONOLULU
 TU1639  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1639
 TU1639                         *CURRENT SURVEY CONTROL
 TU1639  ___________________________________________________________________
 TU1639* NAD 83(1993)-  21 23 43.74841(N)    158 06 07.67816(W)     ADJUSTED  
 TU1639* LOCAL TIDAL -       774.     (meters)    2539.     (feet)  SCALED    
 TU1639  ___________________________________________________________________
 TU1639  EPOCH DATE  -        1993.62
 TU1639  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 TU1639  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1639
 TU1639  HORZ ORDER  -  SECOND
 TU1639
 TU1639.The horizontal coordinates were established by classical geodetic methods
 TU1639.and adjusted by the National Geodetic Survey in December 1998..
 TU1639.The horizontal coordinates are valid at the epoch date displayed above.
 TU1639.The epoch date for horizontal control is a decimal equivalence
 TU1639.of Year/Month/Day.
 TU1639
 TU1639.The orthometric height was scaled from a topographic map.
 TU1639
 TU1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1639
 TU1639.The geoid height was determined by GEOID03.
 TU1639
 TU1639;                    North         East     Units Scale Factor Converg.
 TU1639;SPC HI 3     -    25,338.190   489,409.535   MT  0.99999139   -0 02 14.1
 TU1639;UTM  04      - 2,366,184.183   593,069.066   MT  0.99970703   +0 19 39.2
 TU1639
 TU1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1639!SPC HI 3     -   0.99987589  x   0.99999139  =   0.99986728
 TU1639!UTM  04      -   0.99987589  x   0.99970703  =   0.99958295
 TU1639
 TU1639|---------------------------------------------------------------------|
 TU1639| PID    Reference Object                     Distance      Geod. Az  |
 TU1639|                                                           dddmmss.s |
 TU1639| CJ9012 RELAY RM 1                           19.728 METERS 03054     |
 TU1639| TU1616 WAIPIO UKA RESET                    APPROX.11.2 KM 0584551.0 |
 TU1639| CJ9013 RELAY RM 2                            7.431 METERS 28725     |
 TU1639|---------------------------------------------------------------------|
 TU1639
 TU1639                          SUPERSEDED SURVEY CONTROL
 TU1639
 TU1639  NAD 83(1986)-  21 23 43.69795(N)    158 06 07.68886(W) AD(       ) 2
 TU1639  OLD HI      -  21 23 55.05400(N)    158 06 17.57400(W) AD(       ) 2
 TU1639
 TU1639.Superseded values are not recommended for survey control.
 TU1639.NGS no longer adjusts projects to the OLD HI datum.
 TU1639.See file dsdata.txt to determine how the superseded data were derived.
 TU1639
 TU1639_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9306966184(NAD 83)
 TU1639_MARKER: Z = SEE DESCRIPTION
 TU1639_SETTING: 0 = UNSPECIFIED SETTING
 TU1639
 TU1639  HISTORY     - Date     Condition        Report By
 TU1639  HISTORY     - 1960     MONUMENTED       USN
 TU1639  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1639  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1639
 TU1639                          STATION DESCRIPTION
 TU1639
 TU1639'DESCRIBED BY US NAVY 1960 (WRP)
 TU1639'THE STATION IS ABOUT 4-1/2 MILES WEST AND 1 MILE NORTH OF WAIPAHU,
 TU1639'ON THE WAUANAE RANGE, IN THE HONOULIULI FOREST RESERVE.  NEAR THE
 TU1639'MAUNA KAPU MOUNTAIN.  ON PROPERTY OWNED BY THE CAMPBELL ESTATE.
 TU1639'
 TU1639'TO REACH FROM THE BANK OF HAWAII IN WAIPAHU, GO WESTERLY ON STATE
 TU1639'HIGHWAY 90 FOR 3.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT, NORTHERLY
 TU1639'ON BLACK TOP ROAD FOR 0.6 MILE TO A CROSSROAD, CONTINUE AHEAD ON
 TU1639'BLACK TOP ROAD FOR 1.1 MILES TO A LOCKED GATE, PASS THROUGH GATE
 TU1639'AND CONTINUE ON BLACK TOP ROAD UP STEEP WINDING ROAD FOR 3.6
 TU1639'MILES TO A LOCKED GATE, PASS THROUGH GATE AND CONTINUE UP HILL
 TU1639'FOR 1.6 MILES TO BUILDING 203 ON THE RIGHT, CONTINUE FOR 0.6
 TU1639'MILE TO A CROSSROAD, TURN LEFT ON BLACK TOP ROAD FOR 0.2 MILE
 TU1639'TO BUILDING 202 AND STATION.
 TU1639'
 TU1639'KEYS TO THE LOCKED GATES CAN BE OBTAINED AT THE NAVAL SHIPYARD,
 TU1639'BUILDING 9, CORNER OF 7TH AND D STREETS, SECOND FLOOR, IN THE
 TU1639'ENGINEERING OFFICE.
 TU1639'
 TU1639'STATION MARK IS A UNITED STATES NAVY BRONZE DISK, CEMENTED IN A
 TU1639'DRILL HOLE IN CONCRETE.  THE DISK IS STAMPED RELAY.  IT IS 17.6
 TU1639'FEET EAST OF THE NORTH CORNER OF BUILDING 202 AND 12.56 FEET NORTH
 TU1639'OF THE EAST CORNER OF THE BUILDING.
 TU1639'
 TU1639'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED RELAY USN NO 1 1960,
 TU1639'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST FLUSH WITH THE
 TU1639'GROUND SURFACE.  IT IS 74 FEET EAST OF THE EAST CORNER OF THE
 TU1639'BUILDING AND 12 FEET SOUTH OF THE CENTER OF THE DRIVEWAY LEADING
 TU1639'TO BUILDING 202.
 TU1639'
 TU1639'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED RELAY USN NO 2 1960,
 TU1639'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A SIDEWALK.  IT
 TU1639'IS 7.5 FEET NORTH OF THE NORTH CORNER OF THE BUILDING.
 TU1639
 TU1639                          STATION RECOVERY (1961)
 TU1639
 TU1639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1639'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU1639'CONDITION AS DESCRIBED.  NEW DIRECTIONS FOR REACHING THE STATION
 TU1639'FOLLOW--
 TU1639'
 TU1639'FROM THE JUNCTION OF STATE HIGHWAYS 76 AND 90, ABOUT 1.8 MILES
 TU1639'WEST OF WAIPAHU, GO WEST ON STATE HIGHWAY 90 FOR 2.0 MILES TO A
 TU1639'BLACKTOP ROAD (PALEHUA ROAD) WHICH TURNS RIGHT AT SIGN SITES
 TU1639'6 AND 7.  TURN RIGHT ON BLACKTOP ROAD FOR 4.7 MILES TO THE
 TU1639'ADMINISTRATIVE OFFICE OF THE MISSLE SITES.  HERE SECURE KEY TO
 TU1639'GATE 0.7 MILES AHEAD ON MAIN ROAD.  FROM MISSLE SITE OFFICE,
 TU1639'CONTINUE ON MAIN TRAVELED ROAD FOR 0.7 MILES TO LOCKED GATE.  PASS
 TU1639'THROUGH GATE AND GO 0.2 MILES TO A FORK.  TAKE RIGHT FORK AND
 TU1639'GO 2.0 MILES TO A THREE PRONGED FORK.  TAKE EXTREME LEFT FORK FOR
 TU1639'0.2 MILES TO STATION SITE.
 TU1639
 TU1639                          STATION RECOVERY (1964)
 TU1639
 TU1639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1639'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1639'TEMPORARY, WOODEN SHELTER HAS BEEN CONSTRUCTED OVER THE STATION
 TU1639'MARK, BLOCKING THE REFERENCE MARKS, SO THE DISTANCE AND ANGLES TO
 TU1639'THEM WAS NOT CHECKED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1639'
 TU1639'STATION IS LOCATED ABOUT 5-1/2 MILES AIRLINE NORTHWEST OF EWA AND
 TU1639'6 MILES WEST OF WAIPAHU, ON A TIMBERED POINT ALONG THE CREST OF
 TU1639'PALIKEA RIDGE, ABOUT MIDWAY BETWEEN MAUNA KAPU AND THE RADAR DOME
 TU1639'ON PUU MANAWAHUA.  IT IS AT THE NORTHEAST SIDE OF BUILDING NO.
 TU1639'204, A NAVAL COMMUNICATIONS BUILDING.
 TU1639'
 TU1639'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 76 AND 90,
 TU1639'ABOUT 2 MILES WEST OF WAIPAHU, GO WEST ON STATE HIGHWAY 90 FOR 2.0
 TU1639'MILES TO A MACADAM SIDE ROAD RIGHT, AT SIGN NIKE SITE 63 AND
 TU1639'78.  TURN RIGHT AND FOLLOW MAIN ROAD UPGRADE FOR 5.5 MILES TO
 TU1639'FORK.  TAKE RIGHT FORK AND GO 0.05 MILE TO LOCKED GATE.  PASS
 TU1639'THROUTH GATE AND CONTINUE FOR 2.0 MILES TO A 3-PRONGED FORK AT
 TU1639'AN F.A.A. BUILDING.  TAKE EXTREME LEFT FORK AND GO 0.2 MILE TO
 TU1639'END OF ROAD AND STATION.
 TU1639'
 TU1639'STATION MARK IS A U.S. NAVY BRONZE DISK STAMPED RELAY, SET IN THE
 TU1639'TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH SURROUNDING
 TU1639'MACADAM SURFACE.  IT IS 17.5 FEET EAST OF NORTH CORNER OF BUILDING,
 TU1639'12.5 FEET NORTH OF EAST CORNER OF BUILDING, AND 7.5 FEET NORTHEAST
 TU1639'OF NORTHEAST SIDE OF BUILDING.  NOTE--BUILDING IS NO. 204, NOT
 TU1639'202 AS DESCRIBED IN 1960.
 TU1639'
 TU1639'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RELAY USN
 TU1639'NO 1 1960, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU1639'THAT IS FLUSH WITH THE GROUND.  IT IS 2.3 FEET NORTHWEST OF THE
 TU1639'END POST OF A GUARDRAIL, 7 FEET SOUTHEAST OF EDGE OF ROAD, 1 FOOT
 TU1639'SOUTHEAST OF THE ELBOW JOINT OF A PIPE THAT GOES UNDERGROUND
 TU1639'HERE, AND ABOUT 4 FEET LOWER THAN STATION MARK.
 TU1639'
 TU1639'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RELAY USN NO
 TU1639'2 1960, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 TU1639'SIDEWALK RUNNING ALONG NORTHWEST SIDE OF BUILDING.  IT IS 7.5
 TU1639'FEET NORTH OF NORTH CORNER OF BUILDING AND AT ABOUT SAME ELEVATION
 TU1639'AS STATION.
 TU1639'
 TU1639'NOTE--KEY FOR LOCKED GATE WAS OBTAINED AT THE OFFICE OF
 TU1639'CAMPBELL ESTATE IN HONOLULU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1936 ***********************************************************************
 TU1936  DESIGNATION -  REN
 TU1936  PID         -  TU1936
 TU1936  STATE/COUNTY-  HI/KAUAI
 TU1936  USGS QUAD   -  KAPAA (1996)
 TU1936
 TU1936                         *CURRENT SURVEY CONTROL
 TU1936  ___________________________________________________________________
 TU1936* NAD 83(1993)-  22 02 36.76685(N)    159 20 07.72426(W)     ADJUSTED  
 TU1936* LOCAL TIDAL -                                                        
 TU1936  ___________________________________________________________________
 TU1936  EPOCH DATE  -        1993.62
 TU1936  LAPLACE CORR-         -14.21  (seconds)                    DEFLEC99
 TU1936  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU1936
 TU1936  HORZ ORDER  -  THIRD
 TU1936
 TU1936.The horizontal coordinates were established by classical geodetic methods
 TU1936.and adjusted by the National Geodetic Survey in December 1998..
 TU1936.The horizontal coordinates are valid at the epoch date displayed above.
 TU1936.The epoch date for horizontal control is a decimal equivalence
 TU1936.of Year/Month/Day.
 TU1936
 TU1936
 TU1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1936
 TU1936.The geoid height was determined by GEOID03.
 TU1936
 TU1936;                    North         East     Units Scale Factor Converg.
 TU1936;SPC HI 4     -    23,285.689   516,983.452   MT  0.99999356   +0 03 42.3
 TU1936;UTM  04      - 2,437,684.978   465,382.017   MT  0.99961481   -0 07 33.3
 TU1936
 TU1936                          SUPERSEDED SURVEY CONTROL
 TU1936
 TU1936  NAD 83(1986)-  22 02 36.73941(N)    159 20 07.77832(W) AD(       ) 4
 TU1936  OLD HI      -  22 02 48.08000(N)    159 20 17.84000(W) AD(       ) 3
 TU1936
 TU1936.Superseded values are not recommended for survey control.
 TU1936.NGS no longer adjusts projects to the OLD HI datum.
 TU1936.See file dsdata.txt to determine how the superseded data were derived.
 TU1936
 TU1936_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6538237685(NAD 83)
 TU1936
 TU1936  HISTORY     - Date     Condition        Report By
 TU1936  HISTORY     - UNK      MONUMENTED
 TU1936  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1936
 TU1936                          STATION DESCRIPTION
 TU1936
 TU1936'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1936'STATION IS DESTROYED.  THE POINT WAS LOCATED BY ANGLE CHECK,
 TU1936'USING NONOU, KIKOO, AND A COMPUTED AZIMUTH TO POLO.  IT WAS
 TU1936'LOCATED ON THE SAND AND ROCK POINT AT NORTH END OF LYDGATE
 TU1936'PARK, ABOUT 700 FEET SOUTHEAST OF WHERE HIGHWAY BRIDGE CROSSES
 TU1936'THE WAILUA RIVER.  THE SAND BEACH HAS BEEN WORN BACK CONSIDERABLY
 TU1936'AND THERE IS A LARGE DEPRESSION FILLED WITH DEBRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3262 ***********************************************************************
 TU3262  DESIGNATION -  REX 1932
 TU3262  PID         -  TU3262
 TU3262  STATE/COUNTY-  HI/MAUI
 TU3262  USGS QUAD   -  
 TU3262
 TU3262                         *CURRENT SURVEY CONTROL
 TU3262  ___________________________________________________________________
 TU3262* NAD 83(1993)-  20 52 34.86148(N)    157 02 49.63607(W)     ADJUSTED  
 TU3262* LOCAL TIDAL -       122.     (meters)     400.     (feet)  SCALED    
 TU3262  ___________________________________________________________________
 TU3262  EPOCH DATE  -        1993.62
 TU3262  LAPLACE CORR-           7.36  (seconds)                    DEFLEC99
 TU3262  GEOID HEIGHT-          15.42  (meters)                     GEOID03
 TU3262
 TU3262  HORZ ORDER  -  THIRD
 TU3262
 TU3262.The horizontal coordinates were established by classical geodetic methods
 TU3262.and adjusted by the National Geodetic Survey in December 1998..
 TU3262.The horizontal coordinates are valid at the epoch date displayed above.
 TU3262.The epoch date for horizontal control is a decimal equivalence
 TU3262.of Year/Month/Day.
 TU3262
 TU3262.The orthometric height was scaled from a topographic map.
 TU3262
 TU3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3262
 TU3262.The geoid height was determined by GEOID03.
 TU3262
 TU3262;                    North         East     Units Scale Factor Converg.
 TU3262;SPC HI 2     -    60,163.306   460,412.612   MT  0.99998603   -0 08 08.1
 TU3262;UTM  04      - 2,309,697.198   703,156.612   MT  1.00011007   +0 41 46.1
 TU3262
 TU3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3262!SPC HI 2     -   0.99997840  x   0.99998603  =   0.99996443
 TU3262!UTM  04      -   0.99997840  x   1.00011007  =   1.00008847
 TU3262
 TU3262:                Primary Azimuth Mark                     Grid Az
 TU3262:SPC HI 2     -  NOB 1931                                 318 05 24.0
 TU3262:UTM  04      -  NOB 1931                                 317 15 29.8
 TU3262
 TU3262|---------------------------------------------------------------------|
 TU3262| PID    Reference Object                     Distance      Geod. Az  |
 TU3262|                                                           dddmmss.s |
 TU3262| TU3267 NOB 1931                            APPROX. 2.1 KM 3175715.9 |
 TU3262| TU3265 CAIRN                               APPROX. 1.7 KM 3473450.5 |
 TU3262|---------------------------------------------------------------------|
 TU3262
 TU3262                          SUPERSEDED SURVEY CONTROL
 TU3262
 TU3262  NAD 83(1986)-  20 52 34.81925(N)    157 02 49.59755(W) AD(       ) 3
 TU3262  OLD HI      -  20 52 46.26000(N)    157 02 59.66000(W) AD(       ) 3
 TU3262
 TU3262.Superseded values are not recommended for survey control.
 TU3262.NGS no longer adjusts projects to the OLD HI datum.
 TU3262.See file dsdata.txt to determine how the superseded data were derived.
 TU3262
 TU3262_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0315709697(NAD 83)
 TU3262_MARKER: Z = SEE DESCRIPTION
 TU3262_SETTING: 0 = UNSPECIFIED SETTING
 TU3262
 TU3262  HISTORY     - Date     Condition        Report By
 TU3262  HISTORY     - 1932     MONUMENTED       CGS
 TU3262  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3262
 TU3262                          STATION DESCRIPTION
 TU3262
 TU3262'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (OWS)
 TU3262'STATION IS ON A PROMINENT KNOLL ON THE NW PART OF LANAI ISLAND,
 TU3262'ABOUT 1-1/4 MI. NW OF KOAPAHU HILL, AND 1/3 MI. E OF THE
 TU3262'BEACH.  IT IS MARKED BY A STANDARD DISK CEMENTED IN A DRILL HOLE
 TU3262'IN A LARGE BOULDER.
 TU3262
 TU3262                          STATION RECOVERY (1962)
 TU3262
 TU3262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3262'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 TU3262'DESCRIPTION FOLLOWS--
 TU3262'
 TU3262'STATION IS LOCATED ABOUT 9 MILES AIRLINE WEST-NORTHWEST OF
 TU3262'LANAI CITY, ABOUT 1/2 MILE NORTH-NORTHEAST OF THE SHORELINE OF THE
 TU3262'NORTHWEST END OF THE ISLAND.  ON A LOW, BOULDER-COVERED KNOLL AT
 TU3262'ABOUT 350 FEET ELEVATION, AND ALOANG THE SOUTH EDGE OF A DEEP
 TU3262'RAVINE.
 TU3262'
 TU3262'TO REACH FROM THE POST OFFICE IN LANAI CITY, GO NORTHWEST 0.05
 TU3262'MILE.  TURN LEFT AND GO 0.15 MILE.  TURN RIGHT AND GO NORTHWEST
 TU3262'FOR 0.5 MILE TO END OF PAVED ROAD.  CONTINUE ON GRADED ROAD 0.8
 TU3262'MILE TO CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH
 TU3262'PINEAPPLE FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE AHEAD
 TU3262'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES
 TU3262'FOR 0.85 MILE TO FORK.  TAKE LEFT FORK AND GO 2.5 MILES TO FORK
 TU3262'ON GRASSY FLAT.  TAKE LEFT FORK AND GO 2.65 MILES TO FORK ON
 TU3262'SMALL RED FLAT.  TAKE LEFT FORK AND GO 0.9 MILE TO STATION APPLE
 TU3262'1931 ON LEFT.  CONTINUE DOWNGRADE ON ROCKY ROAD FOR 0.5 MILE
 TU3262'TO END OF TRUCK TRAVEL.  PACK SOUTHERLY CROSSCOUNTRY, CROSSING 2
 TU3262'DEEP RAVINES, TO STATION JUST AFTER CLIMBING OUT OF SECOND
 TU3262'RAVINE.
 TU3262'
 TU3262'STATION MARK IS A STANDARD DISK STAMPED REX 1932, CEMENTED IN A
 TU3262'DRILL HOLE IN A RED, 4-FOOT BOULDER THAT PROJECTS 3 FEET ABOVE
 TU3262'GROUND.  IT IS 8 FEET SOUTH-SOUTHWEST OF A CAIRN.
 TU3262'
 TU3262'NO REFERENCE MARKS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1749 ***********************************************************************
 TU1749  DESIGNATION -  REZ
 TU1749  PID         -  TU1749
 TU1749  STATE/COUNTY-  HI/KAUAI
 TU1749  USGS QUAD   -  LIHUE (1996)
 TU1749
 TU1749                         *CURRENT SURVEY CONTROL
 TU1749  ___________________________________________________________________
 TU1749* NAD 83(1993)-  21 57 45.06201(N)    159 20 02.64767(W)     ADJUSTED  
 TU1749* LOCAL TIDAL -                                                        
 TU1749  ___________________________________________________________________
 TU1749  EPOCH DATE  -        1993.62
 TU1749  LAPLACE CORR-         -12.91  (seconds)                    DEFLEC99
 TU1749  GEOID HEIGHT-          14.93  (meters)                     GEOID03
 TU1749
 TU1749  HORZ ORDER  -  THIRD
 TU1749
 TU1749.The horizontal coordinates were established by classical geodetic methods
 TU1749.and adjusted by the National Geodetic Survey in December 1998..
 TU1749.The horizontal coordinates are valid at the epoch date displayed above.
 TU1749.The epoch date for horizontal control is a decimal equivalence
 TU1749.of Year/Month/Day.
 TU1749
 TU1749
 TU1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1749
 TU1749.The geoid height was determined by GEOID03.
 TU1749
 TU1749;                    North         East     Units Scale Factor Converg.
 TU1749;SPC HI 4     -    14,313.529   517,138.758   MT  0.99999363   +0 03 43.4
 TU1749;UTM  04      - 2,428,715.757   465,507.940   MT  0.99961470   -0 07 29.8
 TU1749
 TU1749                          SUPERSEDED SURVEY CONTROL
 TU1749
 TU1749  NAD 83(1986)-  21 57 45.04372(N)    159 20 02.69919(W) AD(       ) 4
 TU1749  OLD HI      -  21 57 56.36400(N)    159 20 12.75200(W) AD(       ) 3
 TU1749
 TU1749.Superseded values are not recommended for survey control.
 TU1749.NGS no longer adjusts projects to the OLD HI datum.
 TU1749.See file dsdata.txt to determine how the superseded data were derived.
 TU1749
 TU1749_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6550828716(NAD 83)
 TU1749
 TU1749  HISTORY     - Date     Condition        Report By
 TU1749  HISTORY     - 1927     MONUMENTED       CGS
 TU1749  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1749
 TU1749                          STATION DESCRIPTION
 TU1749
 TU1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (CLG)
 TU1749'ON EASTERN COAST OF KAUAI, ON A STONE WALL PARALLELING A ROAD
 TU1749'FROM NAWILIWILI TO THE SHORE NORTH OF THE LIGHTHOUSE ON NININI
 TU1749'POINT, ON THE OPPOSITE SIDE OF THE ROAD FROM A RESERVOIR, ABOUT
 TU1749'100 FEET WEST OF IT, AND ON HIGHER GROUND.  A POLE SIGNAL.
 TU1749
 TU1749                          STATION RECOVERY (1965)
 TU1749
 TU1749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1749'STATION HAS BEEN DESTROYED.  THE STONE WALL HAS BEEN REMOVED,
 TU1749'THE LAND CLEARED, AND A CANE-FIELD PLANTED.  THE OLD RESERVOIR
 TU1749'ACROSS ROAD FROM STATION STILL REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2030 ***********************************************************************
 TU2030  DESIGNATION -  RIC
 TU2030  PID         -  TU2030
 TU2030  STATE/COUNTY-  HI/KAUAI
 TU2030  USGS QUAD   -  KEKAHA (1983)
 TU2030
 TU2030                         *CURRENT SURVEY CONTROL
 TU2030  ___________________________________________________________________
 TU2030* NAD 83(1993)-  21 59 58.34417(N)    159 46 10.09889(W)     ADJUSTED  
 TU2030* LOCAL TIDAL -                                                        
 TU2030  ___________________________________________________________________
 TU2030  EPOCH DATE  -        1993.62
 TU2030  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 TU2030  GEOID HEIGHT-          16.18  (meters)                     GEOID03
 TU2030
 TU2030  HORZ ORDER  -  THIRD
 TU2030
 TU2030.The horizontal coordinates were established by classical geodetic methods
 TU2030.and adjusted by the National Geodetic Survey in December 1998..
 TU2030.The horizontal coordinates are valid at the epoch date displayed above.
 TU2030.The epoch date for horizontal control is a decimal equivalence
 TU2030.of Year/Month/Day.
 TU2030
 TU2030
 TU2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2030
 TU2030.The geoid height was determined by GEOID03.
 TU2030
 TU2030;                    North         East     Units Scale Factor Converg.
 TU2030;SPC HI 4     -    18,428.256   472,173.865   MT  0.99999956   -0 06 03.4
 TU2030;UTM  04      - 2,432,975.847   420,572.474   MT  0.99967795   -0 17 17.7
 TU2030
 TU2030                          SUPERSEDED SURVEY CONTROL
 TU2030
 TU2030  NAD 83(1986)-  21 59 58.30780(N)    159 46 10.12408(W) AD(       ) 4
 TU2030  OLD HI      -  22 00 09.58000(N)    159 46 20.18000(W) AD(       ) 3
 TU2030
 TU2030.Superseded values are not recommended for survey control.
 TU2030.NGS no longer adjusts projects to the OLD HI datum.
 TU2030.See file dsdata.txt to determine how the superseded data were derived.
 TU2030
 TU2030_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2057232976(NAD 83)
 TU2030
 TU2030  HISTORY     - Date     Condition        Report By
 TU2030  HISTORY     - 1910     MONUMENTED       CGS
 TU2030  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2030
 TU2030                          STATION DESCRIPTION
 TU2030
 TU2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2030'ON SOUTHWEST COAST OF KAUAI, ON A DUNE 2 MILES NORTHWEST OF
 TU2030'KOKOLE LIGHT, 60 METERS BACK FROM AND 8 FEET ABOVE HIGHWATER
 TU2030'MARK.  MARKED BY STAKE.
 TU2030
 TU2030                          STATION RECOVERY (1966)
 TU2030
 TU2030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2030'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU2030'DESTROYED.  IT WAS ORIGINALLY MARKED BY A STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1549 ***********************************************************************
 TU1549  DESIGNATION -  RICE
 TU1549  PID         -  TU1549
 TU1549  STATE/COUNTY-  HI/HONOLULU
 TU1549  USGS QUAD   -  KAENA (1983)
 TU1549
 TU1549                         *CURRENT SURVEY CONTROL
 TU1549  ___________________________________________________________________
 TU1549* NAD 83(1993)-  21 34 54.36527(N)    158 12 24.47841(W)     ADJUSTED  
 TU1549* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1549  ___________________________________________________________________
 TU1549  EPOCH DATE  -        1993.62
 TU1549  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 TU1549  GEOID HEIGHT-          14.69  (meters)                     GEOID03
 TU1549
 TU1549  HORZ ORDER  -  THIRD
 TU1549
 TU1549.The horizontal coordinates were established by classical geodetic methods
 TU1549.and adjusted by the National Geodetic Survey in December 1998..
 TU1549.The horizontal coordinates are valid at the epoch date displayed above.
 TU1549.The epoch date for horizontal control is a decimal equivalence
 TU1549.of Year/Month/Day.
 TU1549
 TU1549.The orthometric height was scaled from a topographic map.
 TU1549
 TU1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1549
 TU1549.The geoid height was determined by GEOID03.
 TU1549
 TU1549;                    North         East     Units Scale Factor Converg.
 TU1549;SPC HI 3     -    45,974.592   478,583.565   MT  0.99999567   -0 04 33.8
 TU1549;UTM  04      - 2,386,744.808   582,114.643   MT  0.99968332   +0 17 30.4
 TU1549
 TU1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1549!SPC HI 3     -   0.99999738  x   0.99999567  =   0.99999305
 TU1549!UTM  04      -   0.99999738  x   0.99968332  =   0.99968070
 TU1549
 TU1549:                Primary Azimuth Mark                     Grid Az
 TU1549:SPC HI 3     -  LAND                                     087 02 49.8
 TU1549:UTM  04      -  LAND                                     086 40 45.6
 TU1549
 TU1549|---------------------------------------------------------------------|
 TU1549| PID    Reference Object                     Distance      Geod. Az  |
 TU1549|                                                           dddmmss.s |
 TU1549| TU1540 LAND                                APPROX. 1.7 KM 0865816.0 |
 TU1549| TU1547 GREEN WATER TANK                    APPROX. 0.5 KM 1322116.4 |
 TU1549| CJ9016 RICE WM 1                            36.780 METERS 15127     |
 TU1549| TU1550 WHITE WATER TANK                    334.178 METERS 19041     |
 TU1549| CJ9014 RICE RM 1                            58.660 METERS 20125     |
 TU1549| TU1555 TURTLE HEAD                         APPROX. 0.8 KM 2183127.3 |
 TU1549| CJ9015 RICE RM 2                            30.430 METERS 28606     |
 TU1549|---------------------------------------------------------------------|
 TU1549
 TU1549                          SUPERSEDED SURVEY CONTROL
 TU1549
 TU1549  NAD 83(1986)-  21 34 54.31586(N)    158 12 24.49035(W) AD(       ) 3
 TU1549  OLD HI      -  21 35 05.69900(N)    158 12 34.42100(W) AD(       ) 3
 TU1549
 TU1549.Superseded values are not recommended for survey control.
 TU1549.NGS no longer adjusts projects to the OLD HI datum.
 TU1549.See file dsdata.txt to determine how the superseded data were derived.
 TU1549
 TU1549_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8211586745(NAD 83)
 TU1549
 TU1549  HISTORY     - Date     Condition        Report By
 TU1549  HISTORY     - 1932     MONUMENTED       CGS
 TU1549  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1549  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1549
 TU1549                          STATION DESCRIPTION
 TU1549
 TU1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1549'4-3/4 MILES E OF KAENA POINT, AN OLD TERRITORIAL SURVEY MARK WAS
 TU1549'RECOVERED AND LOCATED.  IT IS A STONE POST PROJECTING 6 INCHES
 TU1549'WITH CROSS CUT IN TOP.  STATION IS ABOUT 60 METERS N OF O.R. AND
 TU1549'L. TRACKS, OPPOSITE THE KAWAIHAPAI MILITARY RESERVATION CAMP SITE.
 TU1549'
 TU1549'WITNESS MARK 1 IS THE NE CORNER OF THE MOTOR HOUSE OF THE
 TU1549'Q.M. U.S.A. SAND PIT.
 TU1549'
 TU1549'R.M. 1 IS SET IN TREE LINE ALONG N SIDE OF RAILROAD.  THE SAND
 TU1549'PIT WILL SOON UNDERMINE THIS STATION BUT THE REFERENCE MARKS WILL
 TU1549'PROBABLY NOT BE DISTURBED.
 TU1549'
 TU1549'REFERENCE MARKS 1 AND 2 ARE STANDARD DISKS SET IN CONCRETE.
 TU1549'
 TU1549'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1549
 TU1549                          STATION RECOVERY (1945)
 TU1549
 TU1549'RECOVERY NOTE BY US ARMY 1945
 TU1549'STATION HAS BEEN DESTROYED BY EXCAVATION.  THE SITE IS NOW A SAND
 TU1549'PIT AND SMALL ARMS RANGE.
 TU1549
 TU1549                          STATION RECOVERY (1963)
 TU1549
 TU1549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1549'STATION HAS BEEN DESTROYED BY SAND EXCAVATION.  THERE IS NOW A
 TU1549'DEEP PIT AT THE SITE.  THE ONLY MARK RECOVERED WAS REFERENCE MARK
 TU1549'NO. 1, WHICH IS IN GOOD CONDITION.  IT IS A STANDARD DISK SET IN
 TU1549'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 TU1549'INCHES ABOVE GROUND.  IT IS SET IN THE TREE LINE ALONG THE NORTH
 TU1549'SIDE OF THE OLD RAILROAD BED.  IT IS 115.2 FEET, IN AZIMUTH 128
 TU1549'DEG 39 MIN, FROM TRAVERSE STATION F, A STATE HIGHWAY SURVEY
 TU1549'SPIKE IN CENTER LINE OF STATE HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3084 ***********************************************************************
 TU3084  DESIGNATION -  RICE
 TU3084  PID         -  TU3084
 TU3084  STATE/COUNTY-  HI/MAUI
 TU3084  USGS QUAD   -  MAALAEA (1996)
 TU3084
 TU3084                         *CURRENT SURVEY CONTROL
 TU3084  ___________________________________________________________________
 TU3084* NAD 83(1993)-  20 47 27.03784(N)    156 32 21.24704(W)     ADJUSTED  
 TU3084* LOCAL TIDAL -       364.1    (meters)    1195.     (feet)  VERT ANG  
 TU3084  ___________________________________________________________________
 TU3084  EPOCH DATE  -        1993.62
 TU3084  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 TU3084  GEOID HEIGHT-          16.52  (meters)                     GEOID03
 TU3084
 TU3084  HORZ ORDER  -  FIRST
 TU3084
 TU3084.The horizontal coordinates were established by classical geodetic methods
 TU3084.and adjusted by the National Geodetic Survey in December 1998..
 TU3084.The horizontal coordinates are valid at the epoch date displayed above.
 TU3084.The epoch date for horizontal control is a decimal equivalence
 TU3084.of Year/Month/Day.
 TU3084
 TU3084.The orthometric height was determined by vertical angle observations.
 TU3084
 TU3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3084
 TU3084.The geoid height was determined by GEOID03.
 TU3084
 TU3084;                    North         East     Units Scale Factor Converg.
 TU3084;SPC HI 2     -    50,655.173   513,267.027   MT  0.99996884   +0 02 42.8
 TU3084;UTM  04      - 2,300,953.423   756,158.245   MT  1.00041099   +0 52 26.2
 TU3084
 TU3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3084!SPC HI 2     -   0.99994018  x   0.99996884  =   0.99990902
 TU3084!UTM  04      -   0.99994018  x   1.00041099  =   1.00035114
 TU3084
 TU3084|---------------------------------------------------------------------|
 TU3084| PID    Reference Object                     Distance      Geod. Az  |
 TU3084|                                                           dddmmss.s |
 TU3084| CN6146 RICE RM 1                             3.693 METERS 14341     |
 TU3084| TU3082 PAPAWAI                             APPROX. 1.3 KM 1735144.8 |
 TU3084| CN6147 RICE RM 2                             8.905 METERS 26511     |
 TU3084|---------------------------------------------------------------------|
 TU3084
 TU3084                          SUPERSEDED SURVEY CONTROL
 TU3084
 TU3084  NAD 83(1986)-  20 47 27.00303(N)    156 32 21.23015(W) AD(       ) 1
 TU3084  OLD HI      -  20 47 38.52200(N)    156 32 31.38900(W) AD(       ) 1
 TU3084
 TU3084.Superseded values are not recommended for survey control.
 TU3084.NGS no longer adjusts projects to the OLD HI datum.
 TU3084.See file dsdata.txt to determine how the superseded data were derived.
 TU3084
 TU3084_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5615800953(NAD 83)
 TU3084_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3084_SETTING: 80 = SET IN A BOULDER
 TU3084_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3084
 TU3084  HISTORY     - Date     Condition        Report By
 TU3084  HISTORY     - 1950     MONUMENTED       CGS
 TU3084  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU3084  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3084
 TU3084                          STATION DESCRIPTION
 TU3084
 TU3084'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3084'THE STATION IS LOCATED ON THE CREST OF A ROCKY, NORTH-SOUTH RIDGE
 TU3084'WHICH LIES ABOUT 11 MILES SOUTHEAST OF LAIHAINA, ABOUT 7 MILES
 TU3084'SOUTH SOUTHWEST OF WAILUKU, ABOUT 5 MILES WEST OF KIHEI, ABOUT 1.0
 TU3084'MILE NORTHWEST OF MC GREGOR POINT, 0.3 MILE SOUTH OF A CONCRETE
 TU3084'WATER TROUGH AND 200 FEET EAST OF THE EDGE OF A STEEP GULCH.
 TU3084'
 TU3084'TO REACH FROM THE POST OFFICE AT WAILUKU.  GO WESTERLY FOR ONE
 TU3084'BLOCK.  TURN LEFT, AS PER THE SIGN READING LAIHAINA, AND GO SOUTH
 TU3084'AND WEST FOR 7.8 MILES.  TURN RIGHT, PASS THROUGH A BOARD GATE,
 TU3084'INTO THE RICE RANCH PROPERTY, AND FOLLOW THE MAIN TRAVELED ROAD,
 TU3084'NORTHERLY, FOR 1.45 MILES TO THE END OF TRUCK TRAVEL.  FROM THIS
 TU3084'POINT PACK WESTERLY (240 DEGREES MAGNETIC) FOR ABOUT 0.3 MILE TO
 TU3084'THE EDGE OF A STEEP GULCH AND THE STATION.
 TU3084'
 TU3084'THE STATION IS A STANDARD DISK, STAMPED RICE 1949, SET INTO A
 TU3084'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 TU3084'
 TU3084'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED RICE NO 1 1949,
 TU3084'SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS 2 INCHES AND IS
 TU3084'LOCATED ABOUT 2 FEET LOWER THAN THE STATION.
 TU3084'
 TU3084'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED RICE NO 2
 TU3084'1949, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 8
 TU3084'INCHES AND IS LOCATED AT ABOUT THE SAME ELEVATION AS THE STATION.
 TU3084
 TU3084                          STATION RECOVERY (1961)
 TU3084
 TU3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3084'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 TU3084'CONDITION.  A TEN FOOT 2X2 POLE WAS FOUND OVER THE STATION.  THE
 TU3084'DESCRIPTION IS ADEQUATE.
 TU3084
 TU3084                          STATION RECOVERY (1969)
 TU3084
 TU3084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3084'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3084'COMPLETE DESCRIPTION FOLLOWS--
 TU3084'
 TU3084'STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF WAILUKU, 1-3/4
 TU3084'MILES WEST OF MAALAEA HARBOR, AND 1 MILE NORTH-NORTHWEST OF PAPAWAI
 TU3084'POINT, ON A SLOPING RIDGE, AT ABOUT 1195 FEET ELEVATION, ALONG THE
 TU3084'EAST SIDE OF MANAWAINUI GULCH, 1800 FEET DUE SOUTH OF A CONCRETE
 TU3084'WATER TROUGH.
 TU3084'
 TU3084'TO REACH STATION FROM THE POST OFFICE IN WAILUKU, GO SOUTH ON
 TU3084'STATE HIGHWAY 30 FOR 7.0 MILES TO MAALAEA HARBOR.  CONTINUE ON
 TU3084'THE HIGHWAY FOR 0.9 MILE TO BOARD GATE ON RIGHT.  PASS THROUGH GATE
 TU3084'AND GO UP OLD TRACK ROAD FOR 1.85 MILE TO FLAT AREA, 0.15 MILE
 TU3084'BEFORE REACHING CONCRETE WATER TROUGH.  GO LEFT, PICKING WAY DOWN
 TU3084'ROCKY SLOPES, FOR 0.35 MILE TO EDGE OF GULLY ON RIGHT, AT ABOUT
 TU3084'SAME ELEVATION AS STATION.  PACK WESTERLY, ACROSS GULLY AND AROUND
 TU3084'SIDE OF SLOPE, FOR ABOUT 225 YARDS TO STATION.
 TU3084'
 TU3084'NOTE--A 4-WHEEL-DRIVE VEHICLE IS NEEDED.
 TU3084'
 TU3084'STATION MARK IS A STANDARD DISK STAMPED RICE 1949, CEMENTED IN A
 TU3084'DRILL HOLE IN A FLAT BOULDER PROJECTING 1 FOOT FROM GROUND.  IT
 TU3084'IS 60 FEET EAST OF RIM OF DEEP GULCH.  THERE IS A CAIRN AND SIGNAL
 TU3084'OVER THE MARK.
 TU3084'
 TU3084'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RICE NO 1
 TU3084'1949, CEMENTED IN A DRILL HOLE IN A 12-INCH BEDROCK OUTCROP THAT
 TU3084'PROJECTS 2 INCHES FROM GROUND, AND IS 2 FEET LOWER THAN STATION
 TU3084'MARK.
 TU3084'
 TU3084'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RICE NO 2
 TU3084'1949, CEMENTED IN A DRILL HOLE IN A 30-INCH-DIAMETER, BEDROCK
 TU3084'OUTCROP THAT PROJECTS 6 INCHES FROM GROUND, AND IS 1 FOOT LOWER
 TU3084'THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2737 ***********************************************************************
 TU2737  DESIGNATION -  RIDGE
 TU2737  PID         -  TU2737
 TU2737  STATE/COUNTY-  HI/HAWAII
 TU2737  USGS QUAD   -  KEAWANUI BAY (1982)
 TU2737
 TU2737                         *CURRENT SURVEY CONTROL
 TU2737  ___________________________________________________________________
 TU2737* NAD 83(1993)-  20 10 19.20152(N)    155 53 32.61405(W)     ADJUSTED  
 TU2737* LOCAL TIDAL -        92.6    (meters)     304.     (feet)  VERT ANG  
 TU2737  ___________________________________________________________________
 TU2737  EPOCH DATE  -        1993.62
 TU2737  LAPLACE CORR-          10.30  (seconds)                    DEFLEC99
 TU2737  GEOID HEIGHT-          18.48  (meters)                     GEOID03
 TU2737
 TU2737  HORZ ORDER  -  SECOND
 TU2737
 TU2737.The horizontal coordinates were established by classical geodetic methods
 TU2737.and adjusted by the National Geodetic Survey in December 1998..
 TU2737.The horizontal coordinates are valid at the epoch date displayed above.
 TU2737.The epoch date for horizontal control is a decimal equivalence
 TU2737.of Year/Month/Day.
 TU2737
 TU2737.The orthometric height was determined by vertical angle observations.
 TU2737
 TU2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2737
 TU2737.The geoid height was determined by GEOID03.
 TU2737
 TU2737;                    North         East     Units Scale Factor Converg.
 TU2737;SPC HI 1     -   148,231.512   458,983.144   MT  0.99998745   -0 08 07.1
 TU2737;UTM  05      - 2,233,148.105   197,672.039   MT  1.00072985   -0 59 53.4
 TU2737
 TU2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2737!SPC HI 1     -   0.99998254  x   0.99998745  =   0.99996999
 TU2737!UTM  05      -   0.99998254  x   1.00072985  =   1.00071238
 TU2737
 TU2737|---------------------------------------------------------------------|
 TU2737| PID    Reference Object                     Distance      Geod. Az  |
 TU2737|                                                           dddmmss.s |
 TU2737| CN6148 RIDGE RM 1                            9.581 METERS 08254     |
 TU2737| CN6149 RIDGE RM 2                            4.283 METERS 16132     |
 TU2737| TU2746 MAHUKONA LIGHT                      APPROX. 1.3 KM 3140934.2 |
 TU2737| TU2747 MAHUKONA HARBOR S DAY BEACON        APPROX. 1.4 KM 3150150.0 |
 TU2737| TU2749 MAHUKONA HARBOR N DAY BEACON        APPROX. 2.0 KM 3263848.6 |
 TU2737| TU2739 RED TANK                            APPROX. 1.7 KM 3405811.2 |
 TU2737|---------------------------------------------------------------------|
 TU2737
 TU2737                          SUPERSEDED SURVEY CONTROL
 TU2737
 TU2737  NAD 83(1986)-  20 10 19.17701(N)    155 53 32.60791(W) AD(       ) 2
 TU2737  OLD HI      -  20 10 30.21500(N)    155 53 42.65000(W) AD(       ) 2
 TU2737
 TU2737.Superseded values are not recommended for survey control.
 TU2737.NGS no longer adjusts projects to the OLD HI datum.
 TU2737.See file dsdata.txt to determine how the superseded data were derived.
 TU2737
 TU2737_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9767233148(NAD 83)
 TU2737
 TU2737  HISTORY     - Date     Condition        Report By
 TU2737  HISTORY     - 1910     MONUMENTED       CGS
 TU2737  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2737  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2737  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2737  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2737  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2737  HISTORY     - 1970     SEE DESCRIPTION  NGS
 TU2737
 TU2737                          STATION DESCRIPTION
 TU2737
 TU2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2737'ON NORTHWEST COAST OF HAWAII, WESTERN COAST OF KOHALA, ABOUT 1,100
 TU2737'METERS SOUTH OF MAHUKONA SOUTH BEACON, AND 900 METERS DIRECTLY
 TU2737'EAST OR INLAND.  THE POINT ON THE SHORE WHERE ONE TURNS INLAND
 TU2737'IS INDICATED BY A TRIANGLE PAINTED ON THE ROCKS.  THE STATION IS
 TU2737'ON TOP OF THE MOST PROMINENT RIDGE ABOUT 1/2 MILE SOUTH OF
 TU2737'MOHUKONA, AND ON THE MOST NORTHERN POINT VISIBLE FROM KEHENA
 TU2737'ALONG THE COAST.  MARKED BY A DRILL HOLE IN THE SOLID ROCK.  A
 TU2737'CAIRN WAS LEFT OVER THE STATION.
 TU2737
 TU2737                          STATION RECOVERY (1938)
 TU2737
 TU2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2737'LOCATION OF STATION--THE STATION IS LOCATED ON TOP OF A SMALL
 TU2737'KNOLL AT THE HIGHEST POINT OF THE MOST PROMINENT RIDGE ABOUT ONE
 TU2737'MILE SOUTHEAST OF MAHUKONA AND ABOUT 1/2 MILE INLAND FROM SHORE.
 TU2737'
 TU2737'OLD MARK FOUND--DRILL HOLE IN SOLID ROCK AND SMALL MOUND OF ROCKS.
 TU2737'
 TU2737'NEW MARK--H.T.S.  TYPE D STATION (TRIANGULAR CONCRETE MONUMENT
 TU2737'7-1/2 FEET ON EACH SIDE WITH 2-1/2 IN PIPE 2 FEET LONG SET ON
 TU2737'STEEL LEGS OVER THE OLD MARK WHICH IS LEFT EXPOSED TO VIEW.  A
 TU2737'STANDARD METAL TARGET IS SET IN THE 2-1/2 IN PIPE.
 TU2737
 TU2737                          STATION RECOVERY (1948)
 TU2737
 TU2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2737'STATION IS LOCATED ON A RIDGE, ON THE HIGHEST GROUND IN THE
 TU2737'GENERAL VICINITY, ABOUT ONE MILE SOUTH OF MAHUKONA AND 1/2 MILE
 TU2737'IN FROM THE SHORE.  MAHUKONA LIGHT BEARS N 46 W TRUE.  THE
 TU2737'STATION WOULD BE DIFFICULT TO LOCATE, EXCEPT FOR THE METAL
 TU2737'POLE AND TARGET WHICH HAS BEEN ERECTED BY THE HAWAII TERRITORY
 TU2737'SURVEY.
 TU2737'
 TU2737'TO REACH THE STATION PROCEED FROM MAHUKONA TO THE END OF
 TU2737'THE TRAIL ROAD, WHICH ENDS AT ABOUT THE SEAWARD END OF THE
 TU2737'RIDGE UPON WHICH THE STATION IS LOCATED.  THERE IS A SMALL
 TU2737'HOUSE, HERE ADJACENT TO THE SHORE.  PACK UP THE RIDGE FOR
 TU2737'ABOUT 1/2 MILE.
 TU2737'
 TU2737'STATION IS A DRILL HOLE IN LEDGE, PRESUMABLY THE ORIGINAL.  THIS
 TU2737'WAS SO RECOVERED IN 1938 BY THE HAWAII TERRITORY SURVEY AND
 TU2737'SURROUNDED BY A CONCRETE PLATFORM AND A METAL POLE AND TARGET
 TU2737'ERECTED.
 TU2737'
 TU2737'R. M. NO. 1 1948 IS DISTANT 9.593 METERS.
 TU2737
 TU2737                          STATION RECOVERY (1967)
 TU2737
 TU2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2737'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2737'GOOD CONDITION.  A NEW REFERENCE MARK, NUMBER TWO, WAS
 TU2737'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2737'
 TU2737'STATION IS LOCATED ABOUT 3/4-MILE SOUTHEAST OF MAHUKONA, 10-1/2
 TU2737'MILES NORTHWEST OF KAWAIHAE, 1/2-MILE INLAND FROM SEA, AND ABOUT
 TU2737'300 YARDS EAST OF THE NEW HIGHWAY RUNNING BETWEEN KAWAIHAE AND
 TU2737'MAHUKONA, AT ABOUT 304 FEET ELEVATION, ON A SMALL ROCKY KNOLL
 TU2737'ALONG LOW RIDGE, AMONG SPARSE KIAWE TREES.
 TU2737'
 TU2737'TO REACH STATION FROM THE POST OFFICE IN KAWAIHAE, GO NORTHWEST ON
 TU2737'THE NEW HIGHWAY ALONG COAST FOR 10.8 MILES TO END OF TRUCK TRAVEL
 TU2737'AT A LONG, HIGHWAY CUT.  PACK EASTERLY ABOUT 300 YARDS TO STATION
 TU2737'UP ALONG RIDGE RUNNING EAST FROM CUTBANK.  ABOUT A 10-MINUTE PACK.
 TU2737'
 TU2737'STATION MARK IS A 1/2-INCH DRILL HOLE IN A ROCK, IN THE BOTTOM
 TU2737'OF A 7-INCH-DIAMETER HOLE 4 INCHES DEEP, IN THE CENTER OF A
 TU2737'TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE AND
 TU2737'PROJECTING 4 INCHES ABOVE GROUND.  A 2-1/2-INCH, IRON PIPE
 TU2737'2 FEET LONG IS CENTERED OVER THE MARK, MOUNTED ON 3 IRON LEGS,
 TU2737'AND SUPPORTS A REMOVEABLE, RED AND WHITE, METAL TARGET.
 TU2737'
 TU2737'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RIDGE 1
 TU2737'1948, CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 2 FEET SQUARE
 TU2737'AND PROJECTING 3 FEET ABOVE GROUND.  IT IS ABOUT 8 INCHES LOWER
 TU2737'THAN STATION MARK.
 TU2737'
 TU2737'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RIDGE
 TU2737'1910 NO 2 1967, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER
 TU2737'THAT PROJECTS ABOUT 2 FEET ABOVE GROUND.  IT IS AT SOUTHEAST
 TU2737'EDGE OF STATION KNOLL AND ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU2737
 TU2737                          STATION RECOVERY (1968)
 TU2737
 TU2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RLN)
 TU2737'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TU2737'DESCRIBED BY D.M. WHIPP, 1967.  CORRECTIONS TO DIRECTIONS--PROCEED
 TU2737'10.8 MILES NORTH FROM ENTRANCE TO STATE PIER AT KAWAIHAE
 TU2737'(MARKED BY STONE MONUMENT).  POST OFFICE IN KAWAIHAE IS TORN DOWN.
 TU2737
 TU2737                          STATION RECOVERY (1970)
 TU2737
 TU2737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EAT)
 TU2737'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 TU2737'DESCRIBED BY D.M.W. IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1047 ***********************************************************************
 TU1047  DESIGNATION -  RIDGE 1910
 TU1047  PID         -  TU1047
 TU1047  STATE/COUNTY-  HI/HONOLULU
 TU1047  USGS QUAD   -  KOKO HEAD (1983)
 TU1047
 TU1047                         *CURRENT SURVEY CONTROL
 TU1047  ___________________________________________________________________
 TU1047* NAD 83(1993)-  21 17 46.40989(N)    157 42 14.14193(W)     ADJUSTED  
 TU1047* LOCAL TIDAL -       160.     (meters)     525.     (feet)  SCALED    
 TU1047  ___________________________________________________________________
 TU1047  EPOCH DATE  -        1993.62
 TU1047  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 TU1047  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1047
 TU1047  HORZ ORDER  -  THIRD
 TU1047
 TU1047.The horizontal coordinates were established by classical geodetic methods
 TU1047.and adjusted by the National Geodetic Survey in December 1998..
 TU1047.The horizontal coordinates are valid at the epoch date displayed above.
 TU1047.The epoch date for horizontal control is a decimal equivalence
 TU1047.of Year/Month/Day.
 TU1047
 TU1047.The orthometric height was scaled from a topographic map.
 TU1047
 TU1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1047
 TU1047.The geoid height was determined by GEOID03.
 TU1047
 TU1047;                    North         East     Units Scale Factor Converg.
 TU1047;SPC HI 3     -    14,373.387   530,721.341   MT  1.00000166   +0 06 27.1
 TU1047;UTM  04      - 2,355,484.559   634,440.133   MT  0.99982335   +0 28 14.8
 TU1047
 TU1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1047!SPC HI 3     -   0.99997241  x   1.00000166  =   0.99997407
 TU1047!UTM  04      -   0.99997241  x   0.99982335  =   0.99979577
 TU1047
 TU1047:                Primary Azimuth Mark                     Grid Az
 TU1047:SPC HI 3     -  RADIO TOWER                              124 26 17.1
 TU1047:UTM  04      -  RADIO TOWER                              124 04 29.4
 TU1047
 TU1047|---------------------------------------------------------------------|
 TU1047| PID    Reference Object                     Distance      Geod. Az  |
 TU1047|                                                           dddmmss.s |
 TU1047| TU1018 RADIO TOWER                         APPROX. 2.2 KM 1243244.2 |
 TU1047| TU1020 LUNALILO HOME WATER TANK            APPROX. 1.7 KM 1552238.6 |
 TU1047| TU1029 MAST MOST WESTERLY RADIO MAST       APPROX. 2.1 KM 1892432.5 |
 TU1047| TU1032 MAUNALUA BAY DATUM POINT            APPROX. 3.3 KM 1922810.7 |
 TU1047| TU1183 BLACK POINT DATUM POINT             APPROX. 8.8 KM 2444849.0 |
 TU1047| TU1336 DIAMOND HEAD                        APPROX.11.9 KM 2500934.9 |
 TU1047|---------------------------------------------------------------------|
 TU1047
 TU1047                          SUPERSEDED SURVEY CONTROL
 TU1047
 TU1047  NAD 83(1986)-  21 17 46.35972(N)    157 42 14.15036(W) AD(       ) 3
 TU1047  OLD HI      -  21 17 57.78000(N)    157 42 24.04300(W) AD(       ) 3
 TU1047
 TU1047.Superseded values are not recommended for survey control.
 TU1047.NGS no longer adjusts projects to the OLD HI datum.
 TU1047.See file dsdata.txt to determine how the superseded data were derived.
 TU1047
 TU1047_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3444055485(NAD 83)
 TU1047
 TU1047  HISTORY     - Date     Condition        Report By
 TU1047  HISTORY     - 1910     MONUMENTED       CGS
 TU1047  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU1047  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1047  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1047
 TU1047                          STATION DESCRIPTION
 TU1047
 TU1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1047'IN THE SOUTHEASTERN PART OF OAHU, ON A KNOB ON A RIDGE.  THIS
 TU1047'RIDGE IS TRUE NORTH FROM THE TOP OF KOKO HEAD ACROSS KOAPA FISH
 TU1047'POND, INTO WHICH POND THE BASE OF THE RIDGE PROJECTS.  THE
 TU1047'PROMINENT KNOB WHERE THE STATION IS MAY BE IDENTIFIED AS
 TU1047'FOLLOWS--DIAMOND HEAD BEARS S. 65 DEG W.  STATION KOKO HEAD BEARS
 TU1047'S. 11 DEG E.  AND THE NARROW, DEEP OPENING TO THE SEA, THAT IS
 TU1047'IMMEDIATELY NORTH OF THE STEEP HILL HAVING A RADIO TOWER ON
 TU1047'TOP, BEARS EAST.  MARKED BY A DRILL HOLE 2 INCHES DEEP IN THE
 TU1047'ROCK, SURROUNDED BY A TRIANGLE 5 INCHES ON SIDE.  A CAIRN OF
 TU1047'ROCKS WAS PLACED OVER THE STATION.
 TU1047
 TU1047                          STATION RECOVERY (1932)
 TU1047
 TU1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1047'STATION MARK IS SURROUNDED BY A MASS OF CONCRETE 2 FEET 6 INCHES
 TU1047'IN DIAMETER.  STATION MARK IS IN THE CENTER OF A HOLE IN THIS
 TU1047'CONCRETE 9 INCHES SQUARE AND 5 INCHES DEEP.  A STANDARD SIGNAL
 TU1047'(NOTE 14C) HAS BEEN SET.
 TU1047
 TU1047                          STATION RECOVERY (1963)
 TU1047
 TU1047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1047'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 TU1047'ON THE SAME KNOLL AS STATION MAUNALUA 1928.  A COMPLETE
 TU1047'DESCRIPTION FOLLOWS--
 TU1047'
 TU1047'STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE EAST-NORTHEAST OF
 TU1047'AINA HAINA AND 1/2 MILE WEST OF THE HEAD OF KUAPA POND, ON A
 TU1047'ROCKY KNOLL OF ABOUT 525 FEET ELEVATION, ON KALUANUI RIDGE, ABOUT
 TU1047'50 YARDS WEST OF OLD BULLDOZED ROAD.
 TU1047'
 TU1047'TO REACH STATION FROM TRAFFIC LIGHT AT INTERSECTION OF WEST
 TU1047'HIND DRIVE AND STATE HIGHWAY 72 IN AINA HAINA, GO EASTERLY ON THE
 TU1047'HIGHWAY FOR 3.7 MILES.  TURN LEFT ON LUNALILO HOME RD. AND GO
 TU1047'1.4 MILES.  TURN LEFT ON GRAVELED ROAD AND GO 0.35 MILE TO
 TU1047'FORK.  TAKE LEFT FORK FOR 0.05 MILE TO FORK IN KAISER
 TU1047'EQUIPMENT YARD.  TAKE LEFT FORK ALONG POWER LINE FOR 0.35 MILE
 TU1047'TO FORK AT END OF POWER LINE.  TAKE RIGHT FORK, AROUND LOWER END
 TU1047'OF RIDGE, FOR 0.2 MILE TO T-JUNCTION.  GO RIGHT FOR 0.05 MILE
 TU1047'TO STEEP GRADE.  PACK NORTHERLY ON OLD ROAD FOR ABOUT 0.4
 TU1047'MILE TO STATION.  (4-WHEEL-DRIVE TRUCK CAN BE DRIVEN TO
 TU1047'WITHIN 50 YARDS OF STATION).
 TU1047'
 TU1047'STATION MARK IS A 1/2-INCH-DIAMETER DRILL HOLE AT CENTER OF
 TU1047'4-INCH, CHISELED TRIANGLE IN TOP OF LAVA ROCK.  IT IS IN THE
 TU1047'BOTTOM OF A 9-INCH-SQUARE, 5-INCH-DEEP DEPRESSION IN THE CENTER
 TU1047'OF A MASS OF CONCRETE 30 INCHES IN DIAMETER.  STATION IS 3.701
 TU1047'METERS NORTH-NORTHEAST OF STATION MAUNALUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2315 ***********************************************************************
 TU2315  DESIGNATION -  RM T 1977
 TU2315  PID         -  TU2315
 TU2315  STATE/COUNTY-  HI/HAWAII
 TU2315  USGS QUAD   -  MAUNA KEA (1982)
 TU2315
 TU2315                         *CURRENT SURVEY CONTROL
 TU2315  ___________________________________________________________________
 TU2315* NAD 83(1993)-  19 49 22.02689(N)    155 28 09.51559(W)     ADJUSTED  
 TU2315* LOCAL TIDAL -      4201.9    (meters)   13786.     (feet)  VERT ANG  
 TU2315  ___________________________________________________________________
 TU2315  EPOCH DATE  -        1993.62
 TU2315  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 TU2315  GEOID HEIGHT-          26.32  (meters)                     GEOID03
 TU2315
 TU2315  HORZ ORDER  -  SECOND
 TU2315
 TU2315.The horizontal coordinates were established by classical geodetic methods
 TU2315.and adjusted by the National Geodetic Survey in December 1998..
 TU2315.The horizontal coordinates are valid at the epoch date displayed above.
 TU2315.The epoch date for horizontal control is a decimal equivalence
 TU2315.of Year/Month/Day.
 TU2315
 TU2315.The orthometric height was determined by vertical angle observations.
 TU2315
 TU2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2315
 TU2315.The geoid height was determined by GEOID03.
 TU2315
 TU2315;                    North         East     Units Scale Factor Converg.
 TU2315;SPC HI 1     -   109,525.051   503,215.103   MT  0.99996679   +0 00 37.5
 TU2315;UTM  05      - 2,193,761.832   241,347.366   MT  1.00042699   -0 50 16.2
 TU2315
 TU2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2315!SPC HI 1     -   0.99933580  x   0.99996679  =   0.99930261
 TU2315!UTM  05      -   0.99933580  x   1.00042699  =   0.99976250
 TU2315
 TU2315                          SUPERSEDED SURVEY CONTROL
 TU2315
 TU2315  NAD 83(1986)-  19 49 22.00757(N)    155 28 09.54193(W) AD(       ) 2
 TU2315  OLD HI      -  19 49 32.97271(N)    155 28 19.54111(W) AD(       ) 2
 TU2315
 TU2315.Superseded values are not recommended for survey control.
 TU2315.NGS no longer adjusts projects to the OLD HI datum.
 TU2315.See file dsdata.txt to determine how the superseded data were derived.
 TU2315
 TU2315_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4134793762(NAD 83)
 TU2315
 TU2315  HISTORY     - Date     Condition        Report By
 TU2315  HISTORY     - 1977     MONUMENTED       NGS
 TU2315
 TU2315                          STATION DESCRIPTION
 TU2315
 TU2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 TU2315'SEE STATION KEA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1433 ***********************************************************************
 TU1433  DESIGNATION -  RNG HONOLULU HNL
 TU1433  PID         -  TU1433
 TU1433  STATE/COUNTY-  HI/HONOLULU
 TU1433  USGS QUAD   -  PEARL HARBOR (1983)
 TU1433
 TU1433                         *CURRENT SURVEY CONTROL
 TU1433  ___________________________________________________________________
 TU1433* NAD 83(1993)-  21 19 21.55782(N)    157 59 03.34177(W)     ADJUSTED  
 TU1433* LOCAL TIDAL -                                                        
 TU1433  ___________________________________________________________________
 TU1433  EPOCH DATE  -        1993.62
 TU1433  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 TU1433  GEOID HEIGHT-          15.40  (meters)                     GEOID03
 TU1433
 TU1433  HORZ ORDER  -  THIRD
 TU1433
 TU1433.The horizontal coordinates were established by classical geodetic methods
 TU1433.and adjusted by the National Geodetic Survey in December 1998..
 TU1433.The horizontal coordinates are valid at the epoch date displayed above.
 TU1433.The epoch date for horizontal control is a decimal equivalence
 TU1433.of Year/Month/Day.
 TU1433
 TU1433
 TU1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1433
 TU1433.The geoid height was determined by GEOID03.
 TU1433
 TU1433;                    North         East     Units Scale Factor Converg.
 TU1433;SPC HI 3     -    17,270.966   501,632.769   MT  0.99999003   +0 00 20.6
 TU1433;UTM  04      - 2,358,196.973   605,340.040   MT  0.99973712   +0 22 09.8
 TU1433
 TU1433                          SUPERSEDED SURVEY CONTROL
 TU1433
 TU1433  NAD 83(1986)-  21 19 21.50651(N)    157 59 03.35187(W) AD(       ) 4
 TU1433  OLD HI      -  21 19 32.86900(N)    157 59 13.22400(W) AD(       ) 3
 TU1433
 TU1433.Superseded values are not recommended for survey control.
 TU1433.NGS no longer adjusts projects to the OLD HI datum.
 TU1433.See file dsdata.txt to determine how the superseded data were derived.
 TU1433
 TU1433_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0534058197(NAD 83)
 TU1433
 TU1433  HISTORY     - Date     Condition        Report By
 TU1433  HISTORY     - UNK      MONUMENTED
 TU1433  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1433  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1433
 TU1433                          STATION DESCRIPTION
 TU1433
 TU1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1433'RECOVERED.
 TU1433'
 TU1433'THE STATION IS THE CENTER ONE OF 5 RED AND WHITE PAINTED STEEL
 TU1433'TOWERS AT EWA BEACH, JUST WEST OF THE CAPEHART HOUSING AREA, SOUTH
 TU1433'OF THE F.A.A. RADIO TRANSMITTING STATION AND EAST OF THE HONOLULU
 TU1433'MAGNETIC OBSERVATORY.  THE CENTER TOWER IS THE ONLY ONE WHICH IS
 TU1433'NOT OBSTRUCTION LIGHTED.
 TU1433
 TU1433                          STATION RECOVERY (1963)
 TU1433
 TU1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1433'STATION WAS RECOVERED.  LOCATED ON PUULOA POINT, ABOUT 1 MILE
 TU1433'EAST-NORTHEAST OF THE USC AND GS HONOLULU MAGNETIC OBSERVATORY AND
 TU1433'AT WEST EDGE OF NAVAL CAPEHART HOUSING.  STATION IS CENTER ONE OF
 TU1433'FIVE STEEL, RADIO TOWERS ABOUT 120 FEET HIGH AND PAINTED ALTERNATE
 TU1433'RED AND WHITE.  THIS INSTALATION IS A F.A.A. LOW-FREQUENCY
 TU1433'DIRECTIONAL BEAM TRANSMITTING STATION.  THE CALL LETTERS ARE HL,
 TU1433'NOT HNL.
 TU1433'
 TU1433'NOTE--ACCORDING THE THE F.A.A. THIS STATION IS TO BE DISCONTINUED
 TU1433'IN 1964 AND WILL BE DISMANTLED, SO THE STATION WILL BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2069 ***********************************************************************
 TU2069  DESIGNATION -  ROAD TANK
 TU2069  PID         -  TU2069
 TU2069  STATE/COUNTY-  HI/HAWAII
 TU2069  USGS QUAD   -  KA LAE (1982)
 TU2069
 TU2069                         *CURRENT SURVEY CONTROL
 TU2069  ___________________________________________________________________
 TU2069* NAD 83(1993)-  18 58 13.05535(N)    155 40 11.73906(W)     ADJUSTED  
 TU2069* LOCAL TIDAL -                                                        
 TU2069  ___________________________________________________________________
 TU2069  EPOCH DATE  -        1993.62
 TU2069  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 TU2069  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU2069
 TU2069  HORZ ORDER  -  THIRD
 TU2069
 TU2069.The horizontal coordinates were established by classical geodetic methods
 TU2069.and adjusted by the National Geodetic Survey in December 1998..
 TU2069.The horizontal coordinates are valid at the epoch date displayed above.
 TU2069.The epoch date for horizontal control is a decimal equivalence
 TU2069.of Year/Month/Day.
 TU2069
 TU2069
 TU2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2069
 TU2069.The geoid height was determined by GEOID03.
 TU2069
 TU2069;                    North         East     Units Scale Factor Converg.
 TU2069;SPC HI 1     -    15,168.327   482,105.393   MT  0.99997062   -0 03 18.9
 TU2069;UTM  05      - 2,099,670.950   218,859.792   MT  1.00057718   -0 52 06.6
 TU2069
 TU2069                          SUPERSEDED SURVEY CONTROL
 TU2069
 TU2069  NAD 83(1986)-  18 58 13.04106(N)    155 40 11.79004(W) AD(       ) 4
 TU2069  OLD HI      -  18 58 23.84000(N)    155 40 21.82000(W) AD(       ) 3
 TU2069
 TU2069.Superseded values are not recommended for survey control.
 TU2069.NGS no longer adjusts projects to the OLD HI datum.
 TU2069.See file dsdata.txt to determine how the superseded data were derived.
 TU2069
 TU2069_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1886099671(NAD 83)
 TU2069
 TU2069  HISTORY     - Date     Condition        Report By
 TU2069  HISTORY     - 1949     MONUMENTED       CGS
 TU2069  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2069
 TU2069                          STATION DESCRIPTION
 TU2069
 TU2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2069'THE STATION IS THE CENTER AND TOP OF A WOODEN WATER TANK WHICH
 TU2069'LIES ABOUT 6 MILES NORTH OF THE LIGHTHOUSE AT SOUTH POINT,
 TU2069'5.5 MILES, BY ROAD, SOUTH OF THE HIGHWAY WHICH RUNS BETWEEN
 TU2069'NAALEHU AND CAPTAIN COOK, 70 FEET WEST OF THE ROAD WHICH LEADS
 TU2069'TOWARD SOUTH POINT AND 15 FEET SOUTH OF A ROCK WALL.  TANK IS
 TU2069'ENCLOSED BY A CIRCULAR ROCK WALL ABOUT 4 FEET HIGH.  IT IS 16
 TU2069'FEET IN DIAMETER AND 13 FEET HIGH.  A LADDER IS ON ITS NORTH
 TU2069'SIDE.
 TU2069
 TU2069                          STATION RECOVERY (1967)
 TU2069
 TU2069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2069'STATION WAS RECOVERED.  LOCATED ABOUT 8 MILES SOUTHWEST OF
 TU2069'NAALEHU, 2-1/4 MILES NORTH-NORTHEAST OF THE SOUTH POINT TRACKING
 TU2069'STATION, AND ABOUT 500 FEET SOUTHEAST OF THE SOUTH POINT ROAD,
 TU2069'ON HIGH GROUND IN OPEN PASTURE LAND.  STATION IS THE CENTER OF
 TU2069'BLACK, WOODEN, FLAT-TOPPED, WATER TANK 12.5 FEET IN DIAMETER AND
 TU2069'13 FEET HIGH.  AN IRONWOOD TREE SETS AT THE NORTH SIDE OF THE
 TU2069'TANK AND IS AT PRESENT 5 FEET HIGHER THAN THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1967 ***********************************************************************
 TU1967  DESIGNATION -  ROAN
 TU1967  PID         -  TU1967
 TU1967  STATE/COUNTY-  HI/KAUAI
 TU1967  USGS QUAD   -  HANALEI (1996)
 TU1967
 TU1967                         *CURRENT SURVEY CONTROL
 TU1967  ___________________________________________________________________
 TU1967* NAD 83(1993)-  22 11 29.22841(N)    159 28 47.69372(W)     ADJUSTED  
 TU1967* LOCAL TIDAL -       280.0    (meters)     919.     (feet)  VERT ANG  
 TU1967  ___________________________________________________________________
 TU1967  EPOCH DATE  -        1993.62
 TU1967  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 TU1967  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU1967
 TU1967  HORZ ORDER  -  THIRD
 TU1967
 TU1967.The horizontal coordinates were established by classical geodetic methods
 TU1967.and adjusted by the National Geodetic Survey in December 1998..
 TU1967.The horizontal coordinates are valid at the epoch date displayed above.
 TU1967.The epoch date for horizontal control is a decimal equivalence
 TU1967.of Year/Month/Day.
 TU1967
 TU1967.The orthometric height was determined by vertical angle observations.
 TU1967
 TU1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1967
 TU1967.The geoid height was determined by GEOID03.
 TU1967
 TU1967;                    North         East     Units Scale Factor Converg.
 TU1967;SPC HI 4     -    39,654.416   502,071.212   MT  0.99999005   +0 00 27.3
 TU1967;UTM  04      - 2,454,096.551   450,529.128   MT  0.99963024   -0 10 52.6
 TU1967
 TU1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1967!SPC HI 4     -   0.99995348  x   0.99999005  =   0.99994353
 TU1967!UTM  04      -   0.99995348  x   0.99963024  =   0.99958374
 TU1967
 TU1967|---------------------------------------------------------------------|
 TU1967| PID    Reference Object                     Distance      Geod. Az  |
 TU1967|                                                           dddmmss.s |
 TU1967| CJ9017 ROAN RM 1                             3.006 METERS 02104     |
 TU1967| TU1953 KILAUEA LIGHT                       APPROX. 9.2 KM 0605949.0 |
 TU1967| TU1956 KILAUEA MILL CHIMNEY                APPROX. 7.8 KM 0741028.1 |
 TU1967| CJ9018 ROAN RM 2                             4.036 METERS 17853     |
 TU1967| TU1975 BLACK FLAGPOLE                      APPROX. 2.5 KM 3050327.2 |
 TU1967| TU1970 STAFF                               APPROX. 2.6 KM 3205310.9 |
 TU1967| TU1974 DERRICK DER                         APPROX. 3.0 KM 3211144.9 |
 TU1967|---------------------------------------------------------------------|
 TU1967
 TU1967                          SUPERSEDED SURVEY CONTROL
 TU1967
 TU1967  NAD 83(1986)-  22 11 29.18548(N)    159 28 47.74542(W) AD(       ) 3
 TU1967  OLD HI      -  22 11 40.53500(N)    159 28 57.82700(W) AD(       ) 3
 TU1967
 TU1967.Superseded values are not recommended for survey control.
 TU1967.NGS no longer adjusts projects to the OLD HI datum.
 TU1967.See file dsdata.txt to determine how the superseded data were derived.
 TU1967
 TU1967_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5052954097(NAD 83)
 TU1967_MARKER: Z = SEE DESCRIPTION
 TU1967_SETTING: 0 = UNSPECIFIED SETTING
 TU1967
 TU1967  HISTORY     - Date     Condition        Report By
 TU1967  HISTORY     - 1927     MONUMENTED       CGS
 TU1967  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1967
 TU1967                          STATION DESCRIPTION
 TU1967
 TU1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1967'IN NORTHERN PART OF KAUAI, ON A SHARP KNOB ON THE WESTERN OF
 TU1967'TWO RIDGES WHICH RUN IN A GENERAL NORTHEASTERLY DIRECTION FROM
 TU1967'THE MOUNTAINS, ABOUT 2 MILES SOUTHEAST OF THE VILLAGE OF HANALEI,
 TU1967'AND APPROXIMATELY TWO-THIRDS OF THE DISTANCE TO THE TOP OF THE
 TU1967'RIDGE.  FROM THE EAST, THE STATION APPEARS AS A RED
 TU1967'KNOB.  APPROACHED FROM THE HANALEI VALLEY ROAD WHICH LEAVES
 TU1967'THE GOVERNMENT HIGHWAY ON THE SOUTH SIDE OF THE HANALEI RIVER
 TU1967'BRIDGE.  A TRAIL LEADS FROM THE CHINESE CEMETERY UP THE
 TU1967'WESTERN RIDGE.  MARKED BY A STANDARD DISK STATION MARK
 TU1967'CEMENTED IN THE TOP OF A 1 1/2-INCH GAS PIPE PROJECTING
 TU1967'ABOUT 1/2 FOOT ABOVE SURFACE OF GROUND.  REFERENCE MARKS ARE
 TU1967'STANDARD DISKS CEMENTED IN BOTTLES, SET AT THE FOLLOWING
 TU1967'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 3.01 METERS
 TU1967'(9.9 FEET), 201 DEG 03 MIN.  NO. 2, 4.04 METERS (13.2 FEET), 358
 TU1967'DEG 53 MIN.
 TU1967
 TU1967                          STATION RECOVERY (1965)
 TU1967
 TU1967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1967'STATION WAS RECOVERED.  THE STATION MARK WAS FOUND LEANING
 TU1967'SLIGHTLY AND PROJECTED 1 FOOT ABOVE GROUND.  BOTH REFERENCE
 TU1967'MARKS WERE FOUND IN GOOD CONDITION.  A COMPARISON OF REFERENCE
 TU1967'MARK MEASUREMENTS INDICATED THAT STATION WAS ABOUT 2 INCHES OUT
 TU1967'OF POSITION.  A 2 X 2 TARGET WAS FOUND SETTING DIRECTLY ON TOP
 TU1967'OF THE STATION MARK, AND SINCE THE PIPE WAS ONLY DRIVEN INTO THE
 TU1967'GROUND THIS IS BELIEVED THE CAUSE OF THE STATION SHIFTING,
 TU1967'BECAUSE OF CONTINUAL WIND PRESSURE.  THE STATION PIPE WAS
 TU1967'RESET, IN CONCRETE, TO COINCIDE WITH THE ORIGINAL REFERENCE
 TU1967'MARK MEASUREMENTS.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1967'
 TU1967'STATION IS LOCATED ABOUT 1-1/4 MILES SOUTHEAST OF HANALEI,
 TU1967'ON A KNOLL OF ABOUT 917 FEET ELEVATION ON A FERN-COVERED RIDGE
 TU1967'RUNNING DOWN INTO THE EAST END OF THE HANALEI VALLEY.  A
 TU1967'HIGH-TENSION LINE CROSSES LOWER END OF RIDGE AND 1 TOWER SETS AT
 TU1967'ABOUT THE 500 FOOT ELEVATION ON THE RIDGE.  A HEAVY GROWTH OF
 TU1967'FERNS USUALLY COVERS STATION KNOLL AND CLEARING IS REQUIRED TO
 TU1967'FIND THE MARKS.
 TU1967'
 TU1967'TO REACH STATION FROM THE POST OFFICE IN HANALEI, GO EAST ON
 TU1967'STATE HIGHWAY 56 FOR 1.5 MILES TO FORK JUST BEFORE CROSSING
 TU1967'LARGE BRIDGE.  GO RIGHT FOR 0.5 MILE TO DIM SIDE ROAD
 TU1967'RIGHT.  TURN RIGHT AND GO 0.15 MILE TO OLD CEMETERY.  BEAR LEFT
 TU1967'AND FOLLOW STEEP ROAD FOR 0.55 MILE TO ITS END AT THE HIGH-TENSION
 TU1967'TOWER.  (4-WHEEL-DRIVE VEHICLE REQUIRED FOR THE STEEP
 TU1967'ROAD.) PACK SOUTH UP GRADUAL RIDGE FOR ABOUT 1/2 MILE TO
 TU1967'STATION.  A SLOW TRIP BECAUSE OF FERNS.
 TU1967'
 TU1967'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 1-1/2-INCH
 TU1967'IRON PIPE THAT IS SET IN CONCRETE AND PROJECTS 8 INCHES
 TU1967'FROM GROUND.  DISK NOT STAMPED.
 TU1967'
 TU1967'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, UNSTAMPED SET IN
 TU1967'CEMENT IN THE TOP OF A BOTTLE.  IT PROJECTS 1/2 INCH FROM GROUND
 TU1967'AND IS ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
 TU1967'
 TU1967'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, UNSTAMPED, SET
 TU1967'IN CEMENT IN THE TOP OF A BOTTLE.  IT PROJECTS 1/2 INCH FROM
 TU1967'GROUND AND IS ABOUT 1 FOOT LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1886 ***********************************************************************
 TU1886  DESIGNATION -  ROCK
 TU1886  PID         -  TU1886
 TU1886  STATE/COUNTY-  HI/KAUAI
 TU1886  USGS QUAD   -  
 TU1886
 TU1886                         *CURRENT SURVEY CONTROL
 TU1886  ___________________________________________________________________
 TU1886* NAD 83(1993)-  21 53 34.29649(N)    160 13 45.21238(W)     ADJUSTED  
 TU1886* LOCAL TIDAL -                                                        
 TU1886  ___________________________________________________________________
 TU1886  EPOCH DATE  -        1993.62
 TU1886  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 TU1886  GEOID HEIGHT-          14.26  (meters)                     GEOID03
 TU1886
 TU1886  HORZ ORDER  -  THIRD
 TU1886
 TU1886.The horizontal coordinates were established by classical geodetic methods
 TU1886.and adjusted by the National Geodetic Survey in December 1998..
 TU1886.The horizontal coordinates are valid at the epoch date displayed above.
 TU1886.The epoch date for horizontal control is a decimal equivalence
 TU1886.of Year/Month/Day.
 TU1886
 TU1886
 TU1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1886
 TU1886.The geoid height was determined by GEOID03.
 TU1886
 TU1886;                    North         East     Units Scale Factor Converg.
 TU1886;SPC HI 5     -    25,047.111   493,535.182   MT  1.00000052   -0 01 24.0
 TU1886;UTM  04      - 2,421,476.119   373,016.121   MT  0.99979924   -0 27 30.3
 TU1886
 TU1886                          SUPERSEDED SURVEY CONTROL
 TU1886
 TU1886  NAD 83(1986)-  21 53 34.24063(N)    160 13 45.24251(W) AD(       ) 4
 TU1886  OLD HI      -  21 53 45.53000(N)    160 13 55.26000(W) AD(       ) 3
 TU1886
 TU1886.Superseded values are not recommended for survey control.
 TU1886.NGS no longer adjusts projects to the OLD HI datum.
 TU1886.See file dsdata.txt to determine how the superseded data were derived.
 TU1886
 TU1886_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK7301621476(NAD 83)
 TU1886
 TU1886  HISTORY     - Date     Condition        Report By
 TU1886  HISTORY     - 1926     MONUMENTED       CGS
 TU1886
 TU1886                          STATION DESCRIPTION
 TU1886
 TU1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1886'CENTER OF A LARGE SINGLE DETACHED ROCK, 8 BY 20 FEET.  4 FEET
 TU1886'ABOVE HIGHWATER, 500 METERS OFF SHORE, AND 1-1/2 MILES ABOVE
 TU1886'NONOPAPA LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3414 ***********************************************************************
 TU3414  DESIGNATION -  ROCK
 TU3414  PID         -  TU3414
 TU3414  STATE/COUNTY-  HI/MAUI
 TU3414  USGS QUAD   -  KAUNAKAKAI (1993)
 TU3414
 TU3414                         *CURRENT SURVEY CONTROL
 TU3414  ___________________________________________________________________
 TU3414* NAD 83(1993)-  21 06 17.61496(N)    157 04 00.54842(W)     ADJUSTED  
 TU3414* LOCAL TIDAL -                                                        
 TU3414  ___________________________________________________________________
 TU3414  EPOCH DATE  -        1993.62
 TU3414  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 TU3414  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU3414
 TU3414  HORZ ORDER  -  THIRD
 TU3414
 TU3414.The horizontal coordinates were established by classical geodetic methods
 TU3414.and adjusted by the National Geodetic Survey in December 1998..
 TU3414.The horizontal coordinates are valid at the epoch date displayed above.
 TU3414.The epoch date for horizontal control is a decimal equivalence
 TU3414.of Year/Month/Day.
 TU3414
 TU3414
 TU3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3414
 TU3414.The geoid height was determined by GEOID03.
 TU3414
 TU3414;                    North         East     Units Scale Factor Converg.
 TU3414;SPC HI 2     -    85,471.434   458,426.271   MT  0.99998802   -0 08 38.7
 TU3414;UTM  04      - 2,334,976.609   700,800.917   MT  1.00009829   +0 41 46.8
 TU3414
 TU3414                          SUPERSEDED SURVEY CONTROL
 TU3414
 TU3414  NAD 83(1986)-  21 06 17.57144(N)    157 04 00.49874(W) AD(       ) 4
 TU3414  OLD HI      -  21 06 28.99800(N)    157 04 10.59200(W) AD(       ) 3
 TU3414
 TU3414.Superseded values are not recommended for survey control.
 TU3414.NGS no longer adjusts projects to the OLD HI datum.
 TU3414.See file dsdata.txt to determine how the superseded data were derived.
 TU3414
 TU3414_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0080134977(NAD 83)
 TU3414
 TU3414  HISTORY     - Date     Condition        Report By
 TU3414  HISTORY     - UNK      MONUMENTED
 TU3414  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3414
 TU3414                          STATION DESCRIPTION
 TU3414
 TU3414'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3414'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3414'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3414'NOTHING THAT MIGHT HAVE BEEN USED FOR A STATION MARK COULD BE
 TU3414'FOUND.
 TU3414'
 TU3414'STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1594 ***********************************************************************
 TU1594  DESIGNATION -  ROCKY
 TU1594  PID         -  TU1594
 TU1594  STATE/COUNTY-  HI/HONOLULU
 TU1594  USGS QUAD   -  KAENA (1983)
 TU1594
 TU1594                         *CURRENT SURVEY CONTROL
 TU1594  ___________________________________________________________________
 TU1594* NAD 83(1993)-  21 34 19.99618(N)    158 15 59.74507(W)     ADJUSTED  
 TU1594* LOCAL TIDAL -       281.4    (meters)     923.     (feet)  VERT ANG  
 TU1594  ___________________________________________________________________
 TU1594  EPOCH DATE  -        1993.62
 TU1594  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 TU1594  GEOID HEIGHT-          14.52  (meters)                     GEOID03
 TU1594
 TU1594  HORZ ORDER  -  THIRD
 TU1594
 TU1594.The horizontal coordinates were established by classical geodetic methods
 TU1594.and adjusted by the National Geodetic Survey in December 1998..
 TU1594.The horizontal coordinates are valid at the epoch date displayed above.
 TU1594.The epoch date for horizontal control is a decimal equivalence
 TU1594.of Year/Month/Day.
 TU1594
 TU1594.The orthometric height was determined by vertical angle observations.
 TU1594
 TU1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1594
 TU1594.The geoid height was determined by GEOID03.
 TU1594
 TU1594;                    North         East     Units Scale Factor Converg.
 TU1594;SPC HI 3     -    44,926.920   472,389.144   MT  0.99999942   -0 05 52.9
 TU1594;UTM  04      - 2,385,657.746   575,929.056   MT  0.99967124   +0 16 10.8
 TU1594
 TU1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1594!SPC HI 3     -   0.99995349  x   0.99999942  =   0.99995291
 TU1594!UTM  04      -   0.99995349  x   0.99967124  =   0.99962475
 TU1594
 TU1594|---------------------------------------------------------------------|
 TU1594| PID    Reference Object                     Distance      Geod. Az  |
 TU1594|                                                           dddmmss.s |
 TU1594| CJ9019 ROCKY RM 1                           10.553 METERS 19612     |
 TU1594| TU1596 PUEO                                245.162 METERS 30009     |
 TU1594|---------------------------------------------------------------------|
 TU1594
 TU1594                          SUPERSEDED SURVEY CONTROL
 TU1594
 TU1594  NAD 83(1986)-  21 34 19.94540(N)    158 15 59.75729(W) AD(       ) 3
 TU1594  OLD HI      -  21 34 31.33140(N)    158 16 09.71000(W) AD(       ) 3
 TU1594
 TU1594.Superseded values are not recommended for survey control.
 TU1594.NGS no longer adjusts projects to the OLD HI datum.
 TU1594.See file dsdata.txt to determine how the superseded data were derived.
 TU1594
 TU1594_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7592985658(NAD 83)
 TU1594_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1594_SETTING: 66 = SET IN ROCK OUTCROP
 TU1594
 TU1594  HISTORY     - Date     Condition        Report By
 TU1594  HISTORY     - 1958     MONUMENTED       CGS
 TU1594  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1594
 TU1594                          STATION DESCRIPTION
 TU1594
 TU1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1594'THE STATION IS ON KAENA POINT, OAHU ISLAND T.H. 2.5 MILES
 TU1594'SOUTH-EAST OF THE WEST END OF THE DILLINGHAM AIRFORCE BASE RUNWAY,
 TU1594'AND 1.3 MILES EAST OF THE KAENA POINT LIGHTHOUSE.
 TU1594'
 TU1594'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1594'NORTH FOR 6.9 MILES ON THE MAIN ROAD TO THE END OF THE PAVEMENT AT
 TU1594'A CEMETERY ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.5 MILE TO A
 TU1594'T-INTERSECTION, TURN RIGHT AND FOLLOW THE WINDING ROAD UP THE
 TU1594'STEEP FOR 1.6 MILES TO THE TOP AND A T-INTERSECTION, TURN LEFT
 TU1594'AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.0 MILES TO ITS END, PACK
 TU1594'WEST TO THE TOP OF THE HILL AND THE STATION, A 10 MINUTE PACK.
 TU1594'
 TU1594'THE STATION A STANDARD DISK STAMPED ROCKY 1958 IS SET IN A
 TU1594'PROMINENT OUTCROP OF BEDROCK ON THE HIGHEST PART OF THE HILL.
 TU1594'
 TU1594'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ROCKY NO 1 1958 IS
 TU1594'SET IN A DRILL HOLE IN THE CONCRETE BASE OF AN OLD INSTALLATION AND
 TU1594'IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU1594'
 TU1594'TOWELL STATION 1 IS A SMALL BOLT DRIVEN INTO THE TOP OF A 5.0
 TU1594'FOOT CIRCULAR OBJECT AND IS JUST ABOVE RM 1.
 TU1594'
 TU1594'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1594
 TU1594                          STATION RECOVERY (1960)
 TU1594
 TU1594'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1594'THIS STATION WAS DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1837 ***********************************************************************
 TU1837  DESIGNATION -  ROCKY
 TU1837  PID         -  TU1837
 TU1837  STATE/COUNTY-  HI/KAUAI
 TU1837  USGS QUAD   -  KEKAHA (1983)
 TU1837
 TU1837                         *CURRENT SURVEY CONTROL
 TU1837  ___________________________________________________________________
 TU1837* NAD 83(1993)-  21 56 55.69294(N)    159 39 54.63228(W)     ADJUSTED  
 TU1837* LOCAL TIDAL -                                                        
 TU1837  ___________________________________________________________________
 TU1837  EPOCH DATE  -        1993.62
 TU1837  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 TU1837  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU1837
 TU1837  HORZ ORDER  -  THIRD
 TU1837
 TU1837.The horizontal coordinates were established by classical geodetic methods
 TU1837.and adjusted by the National Geodetic Survey in December 1998..
 TU1837.The horizontal coordinates are valid at the epoch date displayed above.
 TU1837.The epoch date for horizontal control is a decimal equivalence
 TU1837.of Year/Month/Day.
 TU1837
 TU1837
 TU1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1837
 TU1837.The geoid height was determined by GEOID03.
 TU1837
 TU1837;                    North         East     Units Scale Factor Converg.
 TU1837;SPC HI 4     -    12,794.949   482,937.647   MT  0.99999360   -0 03 42.3
 TU1837;UTM  04      - 2,427,309.282   431,314.273   MT  0.99965829   -0 14 55.1
 TU1837
 TU1837                          SUPERSEDED SURVEY CONTROL
 TU1837
 TU1837  NAD 83(1986)-  21 56 55.65825(N)    159 39 54.65080(W) AD(       ) 4
 TU1837  OLD HI      -  21 57 06.61000(N)    159 40 04.53000(W) AD(       ) 3
 TU1837
 TU1837.Superseded values are not recommended for survey control.
 TU1837.NGS no longer adjusts projects to the OLD HI datum.
 TU1837.See file dsdata.txt to determine how the superseded data were derived.
 TU1837
 TU1837_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3131427309(NAD 83)
 TU1837
 TU1837  HISTORY     - Date     Condition        Report By
 TU1837  HISTORY     - UNK      MONUMENTED
 TU1837  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1837
 TU1837                          STATION DESCRIPTION
 TU1837
 TU1837'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1837'STATION IS GONE.  THE POINT ON WHICH IT WAS LOCATED IS COMPOSED OF
 TU1837'A MASS OF BOULDERS AND IT WAS PROBABLY MARKED BY A CAIRN.
 TU1837'
 TU1837'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1837'AT WAIMEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1218 ***********************************************************************
 TU1218  DESIGNATION -  ROCKY HILL RESET
 TU1218  PID         -  TU1218
 TU1218  STATE/COUNTY-  HI/HONOLULU
 TU1218  USGS QUAD   -  HONOLULU (1983)
 TU1218
 TU1218                         *CURRENT SURVEY CONTROL
 TU1218  ___________________________________________________________________
 TU1218* NAD 83(1993)-  21 18 12.53845(N)    157 49 32.95174(W)     ADJUSTED  
 TU1218* LOCAL TIDAL -        90.     (meters)     295.     (feet)  SCALED    
 TU1218  ___________________________________________________________________
 TU1218  EPOCH DATE  -        1993.62
 TU1218  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 TU1218  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1218
 TU1218  HORZ ORDER  -  THIRD
 TU1218
 TU1218.The horizontal coordinates were established by classical geodetic methods
 TU1218.and adjusted by the National Geodetic Survey in December 1998..
 TU1218.The horizontal coordinates are valid at the epoch date displayed above.
 TU1218.The epoch date for horizontal control is a decimal equivalence
 TU1218.of Year/Month/Day.
 TU1218
 TU1218.The orthometric height was scaled from a topographic map.
 TU1218
 TU1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1218
 TU1218.The geoid height was determined by GEOID03.
 TU1218
 TU1218;                    North         East     Units Scale Factor Converg.
 TU1218;SPC HI 3     -    15,158.136   518,072.553   MT  0.99999403   +0 03 47.8
 TU1218;UTM  04      - 2,356,188.950   621,789.084   MT  0.99978329   +0 25 35.9
 TU1218
 TU1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1218!SPC HI 3     -   0.99998338  x   0.99999403  =   0.99997741
 TU1218!UTM  04      -   0.99998338  x   0.99978329  =   0.99976667
 TU1218
 TU1218:                Primary Azimuth Mark                     Grid Az
 TU1218:SPC HI 3     -  HONOLULU RADIO STA KAIM TOWER            130 36 41.7
 TU1218:UTM  04      -  HONOLULU RADIO STA KAIM TOWER            130 14 53.6
 TU1218
 TU1218|---------------------------------------------------------------------|
 TU1218| PID    Reference Object                     Distance      Geod. Az  |
 TU1218|                                                           dddmmss.s |
 TU1218| TU1193 HONOLULU RADIO STA KAIM TOWER       APPROX. 3.6 KM 1304029.5 |
 TU1218| TU1198 HONOLULU SAC HEART ACAD CROSS       APPROX. 2.8 KM 1341209.2 |
 TU1218| TU1191 KAIMUKI FIRE STATION                APPROX. 3.9 KM 1351815.8 |
 TU1218| CJ9020 ROCKY HILL RM 1                      13.967 METERS 14526     |
 TU1218| TU1205 DILLINGHAM CENTER OF HOUSE          APPROX. 4.8 KM 1675012.7 |
 TU1218| TU1211 ELKS CLUB FS NEAR CEN OF ROOF       APPROX. 4.7 KM 1742130.9 |
 TU1218| TU1216 HONOLULU RADIO STA KORL TOWER       APPROX. 2.0 KM 1751151.6 |
 TU1218| TU1217 KUMULAE                             APPROX. 1.2 KM 1774901.8 |
 TU1218| TU1340 MOANA HOTEL FLAGSTAFF               APPROX. 3.0 KM 1813431.0 |
 TU1218| TU1220 HONOLULU ROYAL HAWAIIAN C TWR       APPROX. 2.9 KM 1863210.2 |
 TU1218| TU1230 FORT DE RUSSY FLAGPOLE              APPROX. 2.6 KM 1991242.3 |
 TU1218| TU1236 HONOLULU KAISER HOTEL KHVH TWR      APPROX. 2.7 KM 2060544.4 |
 TU1218| TU1238 HONOLULU RADIO STA KHVH TOWER       APPROX. 2.5 KM 2082150.5 |
 TU1218| TU1235 HONOLULU RADIO STA KHON TOWER       APPROX. 2.1 KM 2114553.0 |
 TU1218| TU1244 HONOLULU RADIO STA KGMB TOWER       APPROX. 1.8 KM 2325803.3 |
 TU1218| TU1227 HONOLULU CENTRAL UNION CHURCH       APPROX. 1.0 KM 2381154.9 |
 TU1218| TU1259 HONOLULU TV STA KHVH TOWER          APPROX. 2.8 KM 2433719.8 |
 TU1218| TU1262 HONOLULU TV STATION KONA TOWER      APPROX. 2.9 KM 2463726.6 |
 TU1218| TU1234 HONOLULU MORMON CHURCH SPIRE        APPROX. 1.2 KM 2491852.2 |
 TU1218| TU1285 HONOLULU KEWALO BASIN KGU TWR       APPROX. 3.9 KM 2500711.3 |
 TU1218| TU1275 ALLEN AND ROBINSON WAREHOUSE        APPROX. 3.4 KM 2542713.5 |
 TU1218| TU1269 HONOLULU RADIO STA KIKI TOWER       APPROX. 3.2 KM 2563635.7 |
 TU1218| TU1300 CREMATORY RED BRICK CHIMNEY         APPROX. 4.0 KM 2605656.6 |
 TU1218| TU1314 FORT ARMSTRONG FLAGSTAFF            APPROX. 4.3 KM 2623527.6 |
 TU1218| TU1308 IMMIGRATION BUILDING FLAGSTAFF      APPROX. 4.0 KM 2653201.8 |
 TU1218| TU1345 HONOLULU LIGHTHOUSE                 APPROX. 4.5 KM 2672648.3 |
 TU1218| TU1268 RADIO STATION KGU WEST TOWER        APPROX. 3.1 KM 2685702.5 |
 TU1218| TU1267 RADIO STATION KGU EAST TOWER        APPROX. 3.1 KM 2691009.2 |
 TU1218| TU1298 HONOLULU HAWAII ELEC SE STACK       APPROX. 3.9 KM 2732809.9 |
 TU1218| TU1299 HONOLULU HAWAII ELEC N TW STK       APPROX. 3.9 KM 2734421.9 |
 TU1218| TU1306 HONOLULU HAWAIIAN ELECTRIC CO SW ST APPROX. 4.0 KM 2740549.6 |
 TU1218| TU1304 HONOLULU HAWAII ELEC NE STK         APPROX. 4.0 KM 2741119.2 |
 TU1218| TU1281 POST OFFICE SE TOWER FLAGSTAFF      APPROX. 3.6 KM 2741506.8 |
 TU1218| TU1301 HAWAIIAN ELECTRIC CO SE STACK       APPROX. 4.0 KM 2741950.3 |
 TU1218| TU1303 HAWAIIAN ELECTRIC CO NW STACK       APPROX. 4.0 KM 2743835.1 |
 TU1218| TU1284 POST OFFICE NW TWR INSTRUM CUP      APPROX. 3.6 KM 2744707.0 |
 TU1218| TU1305 HONOLULU HAWAII ELEC NW STACK       APPROX. 4.0 KM 2744849.1 |
 TU1218| TU1343 DOME AMERICAN FACTORS BUILDING      APPROX. 3.9 KM 2773727.6 |
 TU1218| TU1258 PUNCHBOWL RESET                     APPROX. 2.6 KM 2914808.1 |
 TU1218| TU1239 LUNALILO HOME SPIRE                 APPROX. 1.4 KM 2940449.4 |
 TU1218| CJ9021 ROCKY HILL RM 2                       2.274 METERS 35339     |
 TU1218|---------------------------------------------------------------------|
 TU1218
 TU1218                          SUPERSEDED SURVEY CONTROL
 TU1218
 TU1218  NAD 83(1986)-  21 18 12.48812(N)    157 49 32.96086(W) AD(       ) 3
 TU1218  OLD HI      -  21 18 23.87900(N)    157 49 42.83600(W) AD(       ) 3
 TU1218
 TU1218.Superseded values are not recommended for survey control.
 TU1218.NGS no longer adjusts projects to the OLD HI datum.
 TU1218.See file dsdata.txt to determine how the superseded data were derived.
 TU1218
 TU1218_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2178956189(NAD 83)
 TU1218
 TU1218  HISTORY     - Date     Condition        Report By
 TU1218  HISTORY     - 1927     MONUMENTED       CGS
 TU1218  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1218  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1218  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1218  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1218  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1218  HISTORY     - 19990525 POOR             USPSQD
 TU1218
 TU1218                          STATION DESCRIPTION
 TU1218
 TU1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1218'IN SOUTHEASTERN PART OF OAHU, ON SUMMIT OF HILL AT ENTRANCE TO
 TU1218'MANOA VALLEY, IN PUNAHOU.  THIS HILL IS IN THE GROUNDS OF THE
 TU1218'PUNAHOU SCHOOL.  MARKED ORIGINALLY BY AN IRON PIN DRIVEN DOWN
 TU1218'NEARLY LEVEL WITH THE GROUND.  LATER THIS MARK WAS SURROUNDED
 TU1218'BY A CONCRETE PIER, 6 FEET SQUARE, WITH AN IRON PIPE IN CENTER
 TU1218'SET VERTICALLY OVER THE PIN.
 TU1218
 TU1218                          STATION RECOVERY (1931)
 TU1218
 TU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (JHP)
 TU1218'DESCRIPTION AS GIVEN IS SATISFACTORY EXCEPT THAT THE SIGNAL
 TU1218'NOW ERECTED OVER THE STATION IS OF TYPE C.
 TU1218
 TU1218                          STATION RECOVERY (1933)
 TU1218
 TU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (JHP)
 TU1218'ON THE W BROW OF ROCKY HILL IN THE CITY OF HONOLULU AND IN THE
 TU1218'GROUNDS OF PUNAHOU COLLEGE.  MARKED WITH TYPE 14C MONUMENT.
 TU1218
 TU1218                          STATION RECOVERY (1961)
 TU1218
 TU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1218'IT IS LOCATED ON ROCKY HILL, ON THE GROUNDS OF PUNAHOU SCHOOL,
 TU1218'AND MAY BE REACHED BY TRAIL FROM 1955 KAKELA DRIVE.  IT IS
 TU1218'MARKED BY A PIPE WHICH PROJECTS FROM A 6 FOOT SQUARE CONCRETE
 TU1218'SLAB.  THIS IS TYPE C HAWAIIAN TERRITORY SURVEY MARKER
 TU1218'MINUS THE SIGNAL.
 TU1218
 TU1218                          STATION RECOVERY (1963)
 TU1218
 TU1218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1218'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO REFERENCE
 TU1218'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1218'
 TU1218'STATION IS LOCATED ABOUT 2-1/4 MILES AIRLINE EAST OF THE FEDERAL
 TU1218'BUILDING IN HONOLULU, ON THE SUMMIT OF A BRUSHY HILL OF 296
 TU1218'FEET ELEVATION, ON PROPERTY OF PUNAAHOU SCHOOL, AND OVERLOOKING
 TU1218'THE SCHOOL BUILDINGS TO THE WEST.
 TU1218'
 TU1218'TO REACH STATION FROM THE HONOLULU POLICE STATION, GO SOUTHEAST
 TU1218'ON BERETANIA STREET FOR 0.1 MILE.  TURN LEFT AND GO NORTHEAST
 TU1218'ON PUNAHOU STREET FOR 0.35 MILE.  TURN RIGHT AND GO SOUTHEAST
 TU1218'ON WILDER AVENUE FOR 0.5 MILE.  BEAR LEFT AT TRAFFIC LIGHT AND
 TU1218'FOLLOW METCALF STREET FOR 0.25 MILE.  TURN LEFT AND GO NORTH ON
 TU1218'HUNNEWELL STREET FOR 0.35 MILE.  TURN LEFT AND GO NOTHWEST ON
 TU1218'LANIHULI STREET FOR 0.1 MILE.  TURN LEFT AND FOLLOW MC KINLEY
 TU1218'STREET FOR 0.05 MILE.  TURN RIGHT AND GO 0.05 MILE ON KAKELA DRIVE.
 TU1218'TURN RIGHT AND GO 0.05 MILE ON KAKELA PLACE TO END OF PAVED
 TU1218'STREET AT CHAIN GATE.  PASS THROUGH GATE AND FOLLOW WINDING
 TU1218'DIRT ROAD FOR 0.1 MILE TO END OF ROAD ALONG NORTHWEST SIDE OF WIRE
 TU1218'MESH FENCE SURROUNDING A STOREHOUSE.  FROM HERE PACK
 TU1218'SOUTHWESTERLY ON DIM TRAIL THROUGH BRUSH FOR ABOUT 75 YARDS TO TOP
 TU1218'OF HILL AND STATION.
 TU1218'
 TU1218'STATION IS CENTER OF A 2-1/2-INCH IRON PIPE WHICH PROJECTS 1.7
 TU1218'FEET ABOVE THE 6-FOOT-SQUARE, CONCRETE PLATFORM, WHICH IS A TYPE
 TU1218'C MONUMENT OF THE STATE OF HAWAII SURVEY DEPARTMENT.
 TU1218'
 TU1218'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROCKY HILL
 TU1218'NO 1 1872 1927, CEMENTED IN A DRILL HOLE IN A BLACK LAVA ROCK
 TU1218'OUTCROP THAT PROJECTS ABOUT 3 FEET ABOVE GROUND.  IT IS ON THE
 TU1218'EAST SIDE OF THE CREST OF THE HILL AND ABOUT 5 FEET LOWER THAN
 TU1218'TOP OF STATION PIPE.
 TU1218'
 TU1218'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROCKY HILL
 TU1218'NO 2 1872 1927, CEMENTED IN A DRILL HOLE IN A 3-FOOT-DIAMETER
 TU1218'LAVA ROCK OUTCROP THAT PROJECTS ABOUT 1 FOOT ABOVE GROUND.  IT
 TU1218'IS 8 FEET NORTHEAST OF THE CREST OF THE HILL, PARTIALLY HIDDEN
 TU1218'BY BRUSH, AND ABOUT 2-1/2 FEET LOWER THAN TOP OF STATION PIPE.
 TU1218
 TU1218                          STATION RECOVERY (1999)
 TU1218
 TU1218'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1218'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1419 ***********************************************************************
 TU1419  DESIGNATION -  ROOF
 TU1419  PID         -  TU1419
 TU1419  STATE/COUNTY-  HI/HONOLULU
 TU1419  USGS QUAD   -  PEARL HARBOR (1983)
 TU1419
 TU1419                         *CURRENT SURVEY CONTROL
 TU1419  ___________________________________________________________________
 TU1419* NAD 83(1993)-  21 21 08.82484(N)    157 57 29.46858(W)     ADJUSTED  
 TU1419* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1419  ___________________________________________________________________
 TU1419  EPOCH DATE  -        1993.62
 TU1419  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 TU1419  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1419
 TU1419  HORZ ORDER  -  SECOND
 TU1419
 TU1419.The horizontal coordinates were established by classical geodetic methods
 TU1419.and adjusted by the National Geodetic Survey in December 1998..
 TU1419.The horizontal coordinates are valid at the epoch date displayed above.
 TU1419.The epoch date for horizontal control is a decimal equivalence
 TU1419.of Year/Month/Day.
 TU1419
 TU1419.The orthometric height was scaled from a topographic map.
 TU1419
 TU1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1419
 TU1419.The geoid height was determined by GEOID03.
 TU1419
 TU1419;                    North         East     Units Scale Factor Converg.
 TU1419;SPC HI 3     -    20,570.528   504,337.117   MT  0.99999023   +0 00 54.8
 TU1419;UTM  04      - 2,361,512.816   608,022.709   MT  0.99974419   +0 22 45.7
 TU1419
 TU1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1419!SPC HI 3     -   0.99999739  x   0.99999023  =   0.99998762
 TU1419!UTM  04      -   0.99999739  x   0.99974419  =   0.99974158
 TU1419
 TU1419|---------------------------------------------------------------------|
 TU1419| PID    Reference Object                     Distance      Geod. Az  |
 TU1419|                                                           dddmmss.s |
 TU1419| CJ9022 ROOF RM 1                             4.971 METERS 02756     |
 TU1419| TU1423 214                                 465.418 METERS 2213218.7 |
 TU1419| TU1424 171                                 357.765 METERS 24843     |
 TU1419| CJ9023 ROOF RM 2                             6.265 METERS 29743     |
 TU1419| TU1616 WAIPIO UKA RESET                    APPROX.11.8 KM 3331935.2 |
 TU1419|---------------------------------------------------------------------|
 TU1419
 TU1419                          SUPERSEDED SURVEY CONTROL
 TU1419
 TU1419  NAD 83(1986)-  21 21 08.77398(N)    157 57 29.47847(W) AD(       ) 2
 TU1419  OLD HI      -  21 21 20.14600(N)    157 57 39.35600(W) AD(       ) 2
 TU1419
 TU1419.Superseded values are not recommended for survey control.
 TU1419.NGS no longer adjusts projects to the OLD HI datum.
 TU1419.See file dsdata.txt to determine how the superseded data were derived.
 TU1419
 TU1419_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0802361513(NAD 83)
 TU1419_MARKER: Z = SEE DESCRIPTION
 TU1419_SETTING: 0 = UNSPECIFIED SETTING
 TU1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1419+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 TU1419
 TU1419  HISTORY     - Date     Condition        Report By
 TU1419  HISTORY     - 1960     MONUMENTED       USN
 TU1419  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1419  HISTORY     - 20030708 GOOD             GEOCAC
 TU1419
 TU1419                          STATION DESCRIPTION
 TU1419
 TU1419'DESCRIBED BY US NAVY 1960 (WRP)
 TU1419'STATION IS LOCATED IN THE PEARL HARBOR SHIPYARD, ON TOP OF
 TU1419'BUILDING 17.
 TU1419'
 TU1419'THE STATION MARK IS A UNITED STATES NAVY DISK, STAMPED ROOF,
 TU1419'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF BUILDING 17 NEAR
 TU1419'THE EAST CORNER.
 TU1419'
 TU1419'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROOF USN NO 1 1960,
 TU1419'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF NEAR THE NORTHWEST
 TU1419'SIDE OF THE BUILDING.
 TU1419'
 TU1419'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROOF USN NO 2 1960,
 TU1419'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF NEAR THE NORTHEAST
 TU1419'END OF THE BUILDING.
 TU1419
 TU1419                          STATION RECOVERY (1964)
 TU1419
 TU1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1419'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 TU1419'DESCRIBED.
 TU1419
 TU1419                          STATION RECOVERY (2003)
 TU1419
 TU1419'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU1419'FOUND THE STATION MARK AND REFERENCE MARK NO. 1. REFERENCE MARK NO. 2
 TU1419'WAS NOT FOUND. THERE IS A LOT OF STUFF SITTING ON THE ROOF OF THIS
 TU1419'BUILDING SO MAYBE NO. 2 IS UNDER SOME OF THAT STUFF.
 TU1419'THE DESCRIPTION SEEMS TO BE IN ERROR. REFERENCE MARK NO. 1 IS ON THE
 TU1419'NORTH EAST CORNER OF THE BUILDING, NOT REFERENCE MARK NO. 2 AS
 TU1419'DESCRIBED. THIS MARK IS IN THE NAVY'S CONTROLLED INDUSTRIAL AREA,
 TU1419'SPECIAL PERMISSION IS REQUIRED TO ENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1863 ***********************************************************************
 TU1863  DESIGNATION -  ROPE
 TU1863  PID         -  TU1863
 TU1863  STATE/COUNTY-  HI/KAUAI
 TU1863  USGS QUAD   -  KEKAHA (1983)
 TU1863
 TU1863                         *CURRENT SURVEY CONTROL
 TU1863  ___________________________________________________________________
 TU1863* NAD 83(1993)-  21 58 59.43677(N)    159 45 41.56381(W)     ADJUSTED  
 TU1863* LOCAL TIDAL -                                                        
 TU1863  ___________________________________________________________________
 TU1863  EPOCH DATE  -        1993.62
 TU1863  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 TU1863  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU1863
 TU1863  HORZ ORDER  -  THIRD
 TU1863
 TU1863.The horizontal coordinates were established by classical geodetic methods
 TU1863.and adjusted by the National Geodetic Survey in December 1998..
 TU1863.The horizontal coordinates are valid at the epoch date displayed above.
 TU1863.The epoch date for horizontal control is a decimal equivalence
 TU1863.of Year/Month/Day.
 TU1863
 TU1863
 TU1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1863
 TU1863.The geoid height was determined by GEOID03.
 TU1863
 TU1863;                    North         East     Units Scale Factor Converg.
 TU1863;SPC HI 4     -    16,614.944   472,989.267   MT  0.99999901   -0 05 52.5
 TU1863;UTM  04      - 2,431,160.465   421,381.684   MT  0.99967637   -0 17 06.3
 TU1863
 TU1863                          SUPERSEDED SURVEY CONTROL
 TU1863
 TU1863  NAD 83(1986)-  21 58 59.40032(N)    159 45 41.58859(W) AD(       ) 4
 TU1863  OLD HI      -  21 59 10.66000(N)    159 45 51.64000(W) AD(       ) 3
 TU1863
 TU1863.Superseded values are not recommended for survey control.
 TU1863.NGS no longer adjusts projects to the OLD HI datum.
 TU1863.See file dsdata.txt to determine how the superseded data were derived.
 TU1863
 TU1863_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2138231160(NAD 83)
 TU1863
 TU1863  HISTORY     - Date     Condition        Report By
 TU1863  HISTORY     - 1910     MONUMENTED       CGS
 TU1863  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1863
 TU1863                          STATION DESCRIPTION
 TU1863
 TU1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1863'ON WEST COAST OF KAUAI, 3/4 MILE NORTHWEST OF KOKOLE POINT LIGHT,
 TU1863'AND 30 METERS BACK FROM HIGH-WATER LINE.  MARKED BY STAKE.
 TU1863
 TU1863                          STATION RECOVERY (1966)
 TU1863
 TU1863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1863'STATION WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 TU1863'DESTROYED.  IT WAS ORIGINALLY MARKED BY A STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1247 ***********************************************************************
 TU1247  DESIGNATION -  ROSEBANK
 TU1247  PID         -  TU1247
 TU1247  STATE/COUNTY-  HI/HONOLULU
 TU1247  USGS QUAD   -  HONOLULU (1983)
 TU1247
 TU1247                         *CURRENT SURVEY CONTROL
 TU1247  ___________________________________________________________________
 TU1247* NAD 83(1993)-  21 19 42.60861(N)    157 50 29.64773(W)     ADJUSTED  
 TU1247* LOCAL TIDAL -       176.     (meters)     577.     (feet)  SCALED    
 TU1247  ___________________________________________________________________
 TU1247  EPOCH DATE  -        1993.62
 TU1247  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 TU1247  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU1247
 TU1247  HORZ ORDER  -  THIRD
 TU1247
 TU1247.The horizontal coordinates were established by classical geodetic methods
 TU1247.and adjusted by the National Geodetic Survey in December 1998..
 TU1247.The horizontal coordinates are valid at the epoch date displayed above.
 TU1247.The epoch date for horizontal control is a decimal equivalence
 TU1247.of Year/Month/Day.
 TU1247
 TU1247.The orthometric height was scaled from a topographic map.
 TU1247
 TU1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1247
 TU1247.The geoid height was determined by GEOID03.
 TU1247
 TU1247;                    North         East     Units Scale Factor Converg.
 TU1247;SPC HI 3     -    17,926.579   516,435.694   MT  0.99999334   +0 03 27.4
 TU1247;UTM  04      - 2,358,946.365   620,135.044   MT  0.99977834   +0 25 17.0
 TU1247
 TU1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1247!SPC HI 3     -   0.99996984  x   0.99999334  =   0.99996318
 TU1247!UTM  04      -   0.99996984  x   0.99977834  =   0.99974819
 TU1247
 TU1247|---------------------------------------------------------------------|
 TU1247| PID    Reference Object                     Distance      Geod. Az  |
 TU1247|                                                           dddmmss.s |
 TU1247| CJ9024 ROSEBANK RM 1                         5.675 METERS 10455     |
 TU1247| CJ9025 ROSEBANK RM 2                         4.172 METERS 17057     |
 TU1247| TU1258 PUNCHBOWL RESET                     APPROX. 2.0 KM 2033115.4 |
 TU1247| TU1326 HONOLULU HAWAIIAN PINEAPPLE TK      APPROX. 3.3 KM 2473356.1 |
 TU1247|---------------------------------------------------------------------|
 TU1247
 TU1247                          SUPERSEDED SURVEY CONTROL
 TU1247
 TU1247  NAD 83(1986)-  21 19 42.55846(N)    157 50 29.65688(W) AD(       ) 3
 TU1247  OLD HI      -  21 19 53.94900(N)    157 50 39.53400(W) AD(       ) 3
 TU1247
 TU1247.Superseded values are not recommended for survey control.
 TU1247.NGS no longer adjusts projects to the OLD HI datum.
 TU1247.See file dsdata.txt to determine how the superseded data were derived.
 TU1247
 TU1247_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2013558946(NAD 83)
 TU1247
 TU1247  HISTORY     - Date     Condition        Report By
 TU1247  HISTORY     - 1928     MONUMENTED       HITS
 TU1247  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1247
 TU1247                          STATION DESCRIPTION
 TU1247
 TU1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1247'A TYPE C HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED.  THERE
 TU1247'IS A LARGE CRACK ABOUT 1/3 OF THE WAY IN FROM THE SOUTHEAST SIDE
 TU1247'OF THE CONCRETE PLATFORM, BUT THE MAIN PART, WHICH SUPPORTS THE
 TU1247'STATION PIPE, IS VERY SOLID.  TWO NEW REFERENCE MARKS,
 TU1247'NUMBERS ONE AND TWO, WERE ESTABLISHED.  A COMPLETE DESCRIPTION
 TU1247'FOLLOWS--
 TU1247'
 TU1247'STATION IS LOCATED ABOUT 2 MILES AIRLINE NORTHEAST OF THE
 TU1247'FEDERAL BUILDING IN HONOLULU, IN THE PACIFIC HEIGHTS DISTRICT,
 TU1247'AT ABOUT 580 FEET ELEVATION, ON THE SIDE OF THE RIDGE, AND IN A
 TU1247'CLUMP OF A LARGE IRONWOOD TREES ABOVE THE HOME AT 2980 LAUKOA
 TU1247'PLACE.
 TU1247'
 TU1247'TO REACH STATION FROM THE INTERSECTION OF BERETANIA STREET AND
 TU1247'THE PALI HIGHWAY IN HONOLULU, GO NORTHEAST ON THE PALI HIGHWAY
 TU1247'FOR 0.8 MILE.  ANGLE RIGHT, ONTO PACIFIC HEIGHTS ROAD, AND GO 0.15
 TU1247'MILE TO TRAFFIC LIGHT AT PAUOA ROAD.  CONTINUE AHEAD, ON PACIFIC
 TU1247'HEIGHTS ROAD, WINDING UPHILL FOR 1.6 MILES.  TAKE LEFT FORK
 TU1247'AND GO 0.1 MILE ON LAOLA PLACE.  TURN RIGHT AND GO 0.05 MILE ON
 TU1247'LAUKOA PLACE TO END OF STREET.  WALK NORTHERLY UP HILLSIDE
 TU1247'ABOUT 25 YARDS TO STATION.
 TU1247'
 TU1247'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE THAT PROJECTS 2
 TU1247'FEET FROM THE CENTER OF A 2-FOOT-SQUARE, CONCRETE BLOCK WHICH
 TU1247'SETS IN THE CENTER OF A 6-FOOT-SQUARE, CONCRETE PLATFORM AND
 TU1247'EXTENDS 1 FOOT ABOVE IT.  THE PLATFORM PROJECTS 6 INCHES ABOVE
 TU1247'GROUND ON ITS SOUTHEAST, UPHILL, SIDE, AND 3 FEET ABOVE GROUND ON
 TU1247'THE NORTHWEST SIDE.
 TU1247'
 TU1247'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROSEBANK
 TU1247'NO 1 1928 1963, BRAZED TO THE TOP OF A 1-1/2-INCH, IRON PIPE
 TU1247'THAT IS SET IN CEMENT AND PROJECTS 10 INCHES ABOVE GROUND.  IT
 TU1247'IS 8 FEET WEST-SOUTHWEST OF A 16-INCH IRONWOOD TREE AND AT
 TU1247'SAME ELEVATION AS TOP OF STATION PIPE.
 TU1247'
 TU1247'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROSEBANK
 TU1247'NO 2 1928 1963, CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER THAT
 TU1247'PROJECTS 4 INCHES ABOVE GROUND.  IT IS 1.4 FEET NORTH-NORTHWEST OF
 TU1247'AN IRON PIPE DRIVEN INTO THE GROUND AND IS IN THE TRAIL LEADING TO
 TU1247'STATION.  THE MARK IS ABOUT 4 FEET LOWER THAN TOP OF STATION
 TU1247'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1212 ***********************************************************************
 TU1212  DESIGNATION -  ROUND TOP RESET
 TU1212  PID         -  TU1212
 TU1212  STATE/COUNTY-  HI/HONOLULU
 TU1212  USGS QUAD   -  HONOLULU (1983)
 TU1212
 TU1212                         *CURRENT SURVEY CONTROL
 TU1212  ___________________________________________________________________
 TU1212* NAD 83(1993)-  21 18 48.55098(N)    157 49 21.91991(W)     ADJUSTED  
 TU1212* LOCAL TIDAL -       319.7    (meters)    1049.     (feet)  VERT ANG  
 TU1212  ___________________________________________________________________
 TU1212  EPOCH DATE  -        1993.62
 TU1212  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 TU1212  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU1212
 TU1212  HORZ ORDER  -  FIRST
 TU1212
 TU1212.The horizontal coordinates were established by classical geodetic methods
 TU1212.and adjusted by the National Geodetic Survey in December 1998..
 TU1212.The horizontal coordinates are valid at the epoch date displayed above.
 TU1212.The epoch date for horizontal control is a decimal equivalence
 TU1212.of Year/Month/Day.
 TU1212
 TU1212.The orthometric height was determined by vertical angle observations.
 TU1212
 TU1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1212
 TU1212.The geoid height was determined by GEOID03.
 TU1212
 TU1212;                    North         East     Units Scale Factor Converg.
 TU1212;SPC HI 3     -    16,266.079   518,389.264   MT  0.99999418   +0 03 51.9
 TU1212;UTM  04      - 2,357,298.647   622,098.695   MT  0.99978422   +0 25 40.6
 TU1212
 TU1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1212!SPC HI 3     -   0.99994726  x   0.99999418  =   0.99994144
 TU1212!UTM  04      -   0.99994726  x   0.99978422  =   0.99973149
 TU1212
 TU1212:                Primary Azimuth Mark                     Grid Az
 TU1212:SPC HI 3     -  KALEPEAMOA                               113 11 42.4
 TU1212:UTM  04      -  KALEPEAMOA                               112 49 53.7
 TU1212
 TU1212|---------------------------------------------------------------------|
 TU1212| PID    Reference Object                     Distance      Geod. Az  |
 TU1212|                                                           dddmmss.s |
 TU1212| TU0431 KALEPEAMOA                          APPROX. 4.3 KM 1131534.3 |
 TU1212| TU1184 KAIMUKI KAHALA TOWERS ANTENNA       APPROX. 5.5 KM 1340558.2 |
 TU1212| TU1186 KAIMUKI LIBERTY HOUSE FLAGPOLE      APPROX. 5.6 KM 1361834.5 |
 TU1212| TU1193 HONOLULU RADIO STA KAIM TOWER       APPROX. 4.2 KM 1450502.2 |
 TU1212| TU1197 HONOLULU C JADE APT BLDG ANT        APPROX. 3.9 KM 1470914.4 |
 TU1212| TU1191 KAIMUKI FIRE STATION                APPROX. 4.6 KM 1475916.1 |
 TU1212| TU1199 HONOLULU ST LOUIS H SCH FP          APPROX. 3.1 KM 1502012.9 |
 TU1212| TU1198 HONOLULU SAC HEART ACAD CROSS       APPROX. 3.5 KM 1511239.8 |
 TU1212| TU1208 HONOLULU U HAWAII ELEC LAB TWR      APPROX. 1.7 KM 1662340.1 |
 TU1212| TU1350 HONOLULU UNIV HAWAII FLAGPOLE       APPROX. 1.8 KM 1720305.5 |
 TU1212| TU1213 HONOLULU MOILIILI BUDDHIST CH       APPROX. 2.5 KM 1804138.8 |
 TU1212| TU1214 HONOLULU FOSTER TWR HOTEL LT        APPROX. 4.4 KM 1805320.2 |
 TU1212| TU1219 HONOLULU WAIKIKI PLAZA FP           APPROX. 3.9 KM 1880437.0 |
 TU1212| TU1242 HONOLULU ILIKAI HOTEL CUPOLA        APPROX. 3.6 KM 2065218.2 |
 TU1212| TU1227 HONOLULU CENTRAL UNION CHURCH       APPROX. 2.0 KM 2151215.9 |
 TU1212| TU1245 HONOLULU TV STATION KGMB TOWER      APPROX. 2.9 KM 2190329.9 |
 TU1212| TU1248 HONOLULU ALA MOANA BLDG OBS LT      APPROX. 3.1 KM 2223016.7 |
 TU1212| TU1234 HONOLULU MORMON CHURCH SPIRE        APPROX. 2.1 KM 2224722.3 |
 TU1212| TU1241 HONOLULU CITY HALL PAWAA TWR        APPROX. 2.2 KM 2261048.2 |
 TU1212| TU1254 HONOLULU 1350 ALA MOAN APT ANT      APPROX. 3.6 KM 2274021.4 |
 TU1212| TU1259 HONOLULU TV STA KHVH TOWER          APPROX. 3.6 KM 2300413.5 |
 TU1212| TU1262 HONOLULU TV STATION KONA TOWER      APPROX. 3.7 KM 2324200.2 |
 TU1212| TU1285 HONOLULU KEWALO BASIN KGU TWR       APPROX. 4.6 KM 2383116.1 |
 TU1212| TU1255 HONOLULU MCKINLEY HSCH ADM CUP      APPROX. 3.1 KM 2384713.7 |
 TU1212| TU1290 HONOLULU NEW INCINERATOR STACK      APPROX. 4.6 KM 2412603.7 |
 TU1212| TU1269 HONOLULU RADIO STA KIKI TOWER       APPROX. 3.9 KM 2415155.3 |
 TU1212| TU1318 HONOLULU TV STA KHVH MAST           APPROX. 5.2 KM 2474629.6 |
 TU1212| CJ9026 ROUND TOP RM 1                        4.399 METERS 25155     |
 TU1212| TU1253 HONOLULU ACADEMY TWR APT SHAFT      APPROX. 2.7 KM 2532150.2 |
 TU1212| TU1264 HONOLULU BOARD WTR SUPPLY STK       APPROX. 3.2 KM 2543111.0 |
 TU1212| TU1271 HONOLULU NEW CITY HALL CUPOLA       APPROX. 3.7 KM 2555807.6 |
 TU1212| TU1237 HONOLULU ROOSEVELT H SCH SPIRE      APPROX. 1.5 KM 2564516.1 |
 TU1212| TU1280 HONOLULU JUDICIARY BLDG FS          APPROX. 3.9 KM 2571008.7 |
 TU1212| TU1278 HONOLULU IOLANI PALACE FP           APPROX. 3.8 KM 2584135.9 |
 TU1212| TU1305 HONOLULU HAWAII ELEC NW STACK       APPROX. 4.3 KM 2594442.3 |
 TU1212| TU1289 HONOLULU FIRST HAWAIIA BANK LT      APPROX. 4.1 KM 2612058.0 |
 TU1212| TU1292 HONOLULU CASTLE COOKE BLDG LT       APPROX. 4.1 KM 2621305.7 |
 TU1212| TU1251 HONOLULU NATIONAL CEMETERY FP       APPROX. 2.3 KM 2653609.7 |
 TU1212| TU1319 HONOLULU HAWAIIAN GRAIN ELEV        APPROX. 4.8 KM 2674721.9 |
 TU1212| TU1294 HONOLULU KALANIHUIA APT SHAFT       APPROX. 4.2 KM 2735758.6 |
 TU1212| TU1326 HONOLULU HAWAIIAN PINEAPPLE TK      APPROX. 5.1 KM 2742505.1 |
 TU1212| TU1320 HONOLULU AMERICAN CANNERY TANK      APPROX. 4.9 KM 2743500.6 |
 TU1212| TU1361 HONOLULU RADIO STA KCCN MAST        APPROX. 5.7 KM 2783529.3 |
 TU1212| TU1265 HONOLULU BUDDHIST MISS CEN TWR      APPROX. 3.4 KM 2791100.7 |
 TU1212| TU1321 HONOLULU KAPALAMA INCIN STACK       APPROX. 5.0 KM 2813532.1 |
 TU1212| TU1288 HONOLULU ST THERESAS CH CROSS       APPROX. 4.2 KM 2864358.4 |
 TU1212| TU1329 HONOLULU BOARD WTR SUPPLY STK       APPROX. 5.3 KM 2872350.4 |
 TU1212| TU1287 HONOLULU MALUHIA HOSP FLAGPOLE      APPROX. 4.4 KM 2934453.0 |
 TU1212| CJ9027 ROUND TOP RM 2                        4.256 METERS 35204     |
 TU1212|---------------------------------------------------------------------|
 TU1212
 TU1212                          SUPERSEDED SURVEY CONTROL
 TU1212
 TU1212  NAD 83(1986)-  21 18 48.50119(N)    157 49 21.92882(W) AD(       ) 1
 TU1212  OLD HI      -  21 18 59.89637(N)    157 49 31.80389(W) AD(       ) 1
 TU1212
 TU1212.Superseded values are not recommended for survey control.
 TU1212.NGS no longer adjusts projects to the OLD HI datum.
 TU1212.See file dsdata.txt to determine how the superseded data were derived.
 TU1212
 TU1212_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2209957299(NAD 83)
 TU1212
 TU1212  HISTORY     - Date     Condition        Report By
 TU1212  HISTORY     - 1968     MONUMENTED       HIDT
 TU1212  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TU1212  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1212  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU1212  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1212
 TU1212                          STATION DESCRIPTION
 TU1212
 TU1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (EOH)
 TU1212'THIS STATION IS LOCATED ON THE S SLOPE OF A RIDGE KNOWN AS ROUND
 TU1212'TOP SEPARATING MAKIKI AND MANOA VALLEYS.  IT IS MARKED BY A TYPE
 TU1212'C MONUMENT OF THE HAWAIIAN TERRITORIAL SURVEY.
 TU1212
 TU1212                          STATION RECOVERY (1963)
 TU1212
 TU1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1212'REPORTED RECOVERED IN GOOD CONDITION IN 1952.  HOWEVER THE TYPE
 TU1212'C SIGNAL AT THE STATION WAS DESTROYED IN 1945 AND WAS NEVER
 TU1212'REBUILT.  FOLLOWING ARE NOTATIONS OBTAINED FROM THE FILES OF THE
 TU1212'HAWAII STATE SURVEY OFFICE--1.--STATION TORN OUT BY MILITARY
 TU1212'FORCES, REPORTED BY MC GUIRE, RANGER OF THE DIVISION OF FORESTRY,
 TU1212'NOV. 7, 1945.  ALSO BY F.E. HARVEY.  2.--RECOVERED PIPE (BURNT
 TU1212'OFF BY ENGRS) 26 JUNE, 1946, SEE FIELD BOOK 1461, PAGE 6.  THIS
 TU1212'FIELD BOOK WAS INSPECTED AND THE NOTATIONS STATED THAT ONLY
 TU1212'THE SUPERSTRUCTURE WAS DESTROYED, AND THE STATION PIPE HAD
 TU1212'BEEN BURNT OFF WITH AN ACETYLENE TORCH.
 TU1212'
 TU1212'THIS BURNT-OFF PIPE WAS RECOVERED A FEW INCHES BELOW GROUND
 TU1212'SURFACE AND ITS POSITION DETERMINED BY AN ANGLE CHECK.  A SURFACE
 TU1212'MARK WAS SET IN CONCRETE ABOVE THE PIPE, AND TWO NEW REFERENCE
 TU1212'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1212'
 TU1212'STATION IS LOCATED ABOUT 2-1/2 MILES AIRLINE EAST-NORTHEAST OF
 TU1212'THE FEDERAL BUILDING IN HONOLULU, AT ABOUT 1048 FEET ELEVATION,
 TU1212'BY A SMALL OBSERVATION PLATFORM AT THE SOUTHWEST END OF UALAKAA
 TU1212'STATE PARK.
 TU1212'
 TU1212'TO REACH STATION FROM THE HONOLULU POLICE STATION, GO EAST ON
 TU1212'BERETANIA ST. FOR 2 BLOCKS.  TURN LEFT ON PUNAHOU ST. AND GO 0.35
 TU1212'MILE.  TURN LEFT AND GO 0.15 MILE ON WILDER AVE.  TURN RIGHT ON
 TU1212'MAKIKI ST. AND GO 0.25 MILE.  TAKE RIGHT FORK AND FOLLOW ROUND
 TU1212'TOP DRIVE FOR 2.65 MILES TO SIGN UALAKAA STATE PARK.  TURN LEFT
 TU1212'AND GO 0.45 MILE TO END OF ROAD AT PARKING AREA.  GO SOUTHWEST
 TU1212'ON PAVED WALK ABOUT 50 YARDS TO STATION.
 TU1212'
 TU1212'STATION MARK IS A STANDARD DISK STAMPED ROUND TOP 1927 1963, SET IN
 TU1212'THE TOP OF A 10-INCH-DIAMETER MASS OF CONCRETE BUILD AROUND
 TU1212'STATION PIPE.  IT IS 9.3 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 TU1212'CORNER OF THE PLATFORM, 13.2 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 TU1212'CORNER OF THE PLATFORM, 57.3 FEET SOUTHWEST OF THE SOUTHWEST 1
 TU1212'OF 2, 8-INCH TREES, AND ABOUT 1 INCH BELOW GROUND SURFACE.
 TU1212'
 TU1212'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROUND TOP
 TU1212'NO 1 1927 1963, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 TU1212'MONUMENT, 1 INCH BELOW GROUND LEVEL AND 2 FEET LOWER THAN STATION
 TU1212'MARK.
 TU1212'
 TU1212'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROUND TOP
 TU1212'NO 2 1927 1963, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER
 TU1212'OF THE CONCRETE OBSERVATION PLATFORM.  UNDER A BENCH AND 6 INCHES
 TU1212'IN FROM THE NORTHWEST END OF THE PLATFORM.
 TU1212
 TU1212                          STATION RECOVERY (1968)
 TU1212
 TU1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EHF)
 TU1212'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 TU1212'DESCRIBED BY W.R. PORTER IN 1963.  IN ORDER TO FURTHER PRESERVE
 TU1212'THIS STATION WHICH IS NOW EXPOSED TO VISITORS AT THE NEARBY
 TU1212'LOOKOUT, A 6X6 FT.-SQUARE, 6-INCH HIGH CONCRETE PLATFORM WAS
 TU1212'CONSTRUCTED OVER THE OLD MARK.  STATION MARK IS A STANDARD
 TU1212'U.S.C. AND G.S. DISK STAMPED ROUND TOP 1927 1963 1968, SET IN
 TU1212'THE CENTER AND TOP OF A 6X6 FT.-SQUARE CONCRETE PLATFORM AND
 TU1212'8-1/2 INCHES ABOVE AND EXACTLY AT THE SAME POSITION AS THE
 TU1212'MARK SET IN 1963.  THIS WORK WAS DONE BY THE STATE OF HAWAII,
 TU1212'SURVEY DIVISION ON AUGUST 29, 1968.
 TU1212
 TU1212                          STATION RECOVERY (1969)
 TU1212
 TU1212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1212'THE STATION WAS RECOVERED IN THE ORIGINAL LOCATION BUT DUE TO THE
 TU1212'HAWAII STATE SURVEY OFFICE RESETTING A NEW MARK ON A CONCRETE PAD,
 TU1212'A NEW DESCRIPTION FOLLOWS.
 TU1212'
 TU1212'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF THE
 TU1212'FEDERAL BUILDING IN HONOLULU AND AT THE SOUTHWEST END OF UALAKAA
 TU1212'STATE PARK.
 TU1212'
 TU1212'TO REACH THE STATION FROM THE POLICE STATION IN HONOLULU, GO
 TU1212'EAST ON BERETANIA STREET FOR 2 BLOCKS TO PUNAHOU STREET, TURN
 TU1212'LEFT AND GO NORTH ON PUNAHOU STREET FOR 0.35 MILE TO WILDER
 TU1212'AVENUE, TURN LEFT AND GO WEST ON WILDER AVENUE FOR 0.15 MILE TO
 TU1212'MAKIKI STREET, TURN RIGHT AND GO NORTHERLY ON MAKIKI STREET FOR
 TU1212'0.45 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE ON ROUND
 TU1212'TOP DRIVE FOR 2.45 MILES TO A SIGN ON THE LEFT UALAKAA STATE
 TU1212'PARK, TURN LEFT AND GO SOUTHERLY ON THE SURFACED ROAD FOR 0.45
 TU1212'MILE, PASSING A PARKING AREA ON THE RIGHT, TO THE END OF THE
 TU1212'ROAD AND ANOTHER PARKING AREA.  WALK SOUTH ALONG A SURFACED
 TU1212'WALK FOR ABOUT 50 YARDS TO A COVERED OBSERVATION PLATFORM AND
 TU1212'THE STATION AS DESCRIBED.
 TU1212'
 TU1212'THE STATION MARK IS A STANDARD DISK STAMPED ROUND TOP 1927 1963
 TU1212'1968, SET IN THE CENTER OF A 5 X 5 FOOT SQUARE CONCRETE PAD
 TU1212'PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 5.7 FEET
 TU1212'SOUTH OF THE SOUTH EDGE OF THE OBSERVATION PLATFORM.
 TU1212'
 TU1212'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ROUND TOP NO 1 1927
 TU1212'1963, SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 1 INCH
 TU1212'BELOW THE SURFACE OF THE GROUND AND ABOUT 2 FEET LOWER IN
 TU1212'ELEVATION THAN THE STATION MARK.  IT IS 21.0 FEET SOUTH OF THE
 TU1212'SOUTHWEST CORNER OF THE OBSERVATION PLATFORM.
 TU1212'
 TU1212'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ROUND TOP NO 2 1927
 TU1212'1963, SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 TU1212'OBSERVATION PLATFORM.  IT IS ABOUT THE SAME ELEVATION AS THE
 TU1212'STATION MARK.
 TU1212'
 TU1212'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO A
 TU1212'UPRIGHT SUPPORT OF THE COVERED OBSERVATION PLATFORM BEING ON
 TU1212'LINE.
 TU1212'
 TU1212'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1212'
 TU1212'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1212'2 MILES NORTHEAST OF HONOLULU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1906 ***********************************************************************
 TU1906  DESIGNATION -  RUDDY
 TU1906  PID         -  TU1906
 TU1906  STATE/COUNTY-  HI/KAUAI
 TU1906  USGS QUAD   -  ANAHOLA (1996)
 TU1906
 TU1906                         *CURRENT SURVEY CONTROL
 TU1906  ___________________________________________________________________
 TU1906* NAD 83(1993)-  22 12 51.28054(N)    159 21 02.10613(W)     ADJUSTED  
 TU1906* LOCAL TIDAL -        12.0    (meters)      39.     (feet)  VERT ANG  
 TU1906  ___________________________________________________________________
 TU1906  EPOCH DATE  -        1993.62
 TU1906  LAPLACE CORR-          -9.68  (seconds)                    DEFLEC99
 TU1906  GEOID HEIGHT-          14.54  (meters)                     GEOID03
 TU1906
 TU1906  HORZ ORDER  -  THIRD
 TU1906
 TU1906.The horizontal coordinates were established by classical geodetic methods
 TU1906.and adjusted by the National Geodetic Survey in December 1998..
 TU1906.The horizontal coordinates are valid at the epoch date displayed above.
 TU1906.The epoch date for horizontal control is a decimal equivalence
 TU1906.of Year/Month/Day.
 TU1906
 TU1906.The orthometric height was determined by vertical angle observations.
 TU1906
 TU1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1906
 TU1906.The geoid height was determined by GEOID03.
 TU1906
 TU1906;                    North         East     Units Scale Factor Converg.
 TU1906;SPC HI 4     -    42,185.704   515,405.486   MT  0.99999293   +0 03 23.4
 TU1906;UTM  04      - 2,456,582.936   463,866.763   MT  0.99961613   -0 07 57.2
 TU1906
 TU1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1906!SPC HI 4     -   0.99999583  x   0.99999293  =   0.99998876
 TU1906!UTM  04      -   0.99999583  x   0.99961613  =   0.99961196
 TU1906
 TU1906|---------------------------------------------------------------------|
 TU1906| PID    Reference Object                     Distance      Geod. Az  |
 TU1906|                                                           dddmmss.s |
 TU1906| CJ9031 RUDDY RM 4                            4.462 METERS 04705     |
 TU1906| CJ9028 RUDDY RM 1                            6.499 METERS 07757     |
 TU1906| CJ9032 RUDDY RM 5                            5.930 METERS 10641     |
 TU1906| CJ9029 RUDDY RM 2                           13.325 METERS 13234     |
 TU1906| CJ9030 RUDDY RM 3                           12.955 METERS 20047     |
 TU1906| TU1951 KILAUEA LANDING STACK               APPROX. 3.5 KM 2875808.8 |
 TU1906| TU1953 KILAUEA LIGHT                       APPROX. 5.6 KM 2900228.2 |
 TU1906|---------------------------------------------------------------------|
 TU1906
 TU1906                          SUPERSEDED SURVEY CONTROL
 TU1906
 TU1906  NAD 83(1986)-  22 12 51.24042(N)    159 21 02.16470(W) AD(       ) 3
 TU1906  OLD HI      -  22 13 02.60400(N)    159 21 12.25700(W) AD(       ) 3
 TU1906
 TU1906.Superseded values are not recommended for survey control.
 TU1906.NGS no longer adjusts projects to the OLD HI datum.
 TU1906.See file dsdata.txt to determine how the superseded data were derived.
 TU1906
 TU1906_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6386756583(NAD 83)
 TU1906_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1906_SETTING: 66 = SET IN ROCK OUTCROP
 TU1906
 TU1906  HISTORY     - Date     Condition        Report By
 TU1906  HISTORY     - 1927     MONUMENTED       CGS
 TU1906  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1906  HISTORY     - 19970109 MARK NOT FOUND   USPSQD
 TU1906  HISTORY     - 19980819 MARK NOT FOUND   USPSQD
 TU1906
 TU1906                          STATION DESCRIPTION
 TU1906
 TU1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1906'ON NORTHEAST COAST OF KAUAI AND REACHED BY TAKING A ROAD NORTH
 TU1906'FROM THE MAIN HIGHWAY IN THE WAIPAKE DISTRICT, AND ON THE EAST
 TU1906'SIDE OF WAIPAKE STREAM.  AT THE END OF THE ROAD CONTINUE NORTH
 TU1906'ALONG THE HIGH GROUND, AND ABOUT 1/5 MILE FROM THE SEA CROSS
 TU1906'THE VALLEY AND STREAM AND CONTINUE NORTH TO A RED ERODED
 TU1906'POINT.  STATION MARKED ACCORDING TO NOTE 2, A STANDARD DISK IN
 TU1906'OUTCROPPING BEDROCK.  REFERENCE MARKS, STANDARD REFERENCE DISKS
 TU1906'IN OUTCROPPING BEDROCK, NOTE 12A, ARE AT THE FOLLOWING
 TU1906'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 6.499 METERS
 TU1906'(21.32 FEET), 139 DEG 02 MIN.  NO. 2, 13.325 METERS (43.72
 TU1906'FEET), 193 DEG 39 MIN.  NO. 3, 12.955 METERS (42.50 FEET),
 TU1906'261 DEG 52 MIN.
 TU1906
 TU1906                          STATION RECOVERY (1965)
 TU1906
 TU1906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1906'STATION MARK WAS RECOVERED IN GOOD CONDITION.  ALL THREE REFERENCE
 TU1906'MARKS HAVE BEEN LOST DUE TO EROSION OF THE VERY SOFT ROCK IN
 TU1906'THE AREA.  DISKS NO. 1 AND NO. 3 WERE FOUND LAYING NEARBY, NO. 2
 TU1906'WAS NOT FOUND.  TWO NEW REFERENCE MARKS, NUMBERS 4 AND 5 WERE
 TU1906'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1906'
 TU1906'STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF KILAUEA, ON
 TU1906'KEPUHI POINT WHERE THE COASTLINE CHANGES DIRECTION FROM NORTHWEST
 TU1906'TO WEST.  IT IS IN AN AREA OF JUMBLED ROCK AND ROCK OUTCROPS
 TU1906'BETWEEN THE RED DIRT AREA AND THE LOWER, FLAT BEDROCK POINT
 TU1906'WHICH EXTENDS OUT ABOUT 200 FEET TO WATER.
 TU1906'
 TU1906'TO REACH STATION FROM THE MAIN INTERSECTION IN KILAUEA, GO EAST
 TU1906'ON STATE HIGHWAY FOR 3.6 MILES TO A FORK JUST BEFORE CROSSING
 TU1906'CULVERT.  TAKE LEFT FORK INTO CANE FIELD FOR 0.1 MILE.  TAKE RIGHT
 TU1906'FORK, CROSSING CANAL, AND FOLLOW ALONG EDGE OF FIELD NORTHERLY FOR
 TU1906'1.0 MILE.  TAKE RIGHT FORK, LEAVING CANE FIELD, AND GO DOWNRIDGE
 TU1906'FOR 0.2 MILE TO END OF RIDGE AND STATION AND STATION ABOUT 150 FEET
 TU1906'DOWN SLOPE.
 TU1906'
 TU1906'STATION MARK IS A STANDARD DISK STAMPED RUDDY 1927, CEMENTED IN
 TU1906'A DRILL HOLE IN A BEDROCK OUTCROP.  IT IS ABOUT 10 FEET HIGHER
 TU1906'THAN THE FLAT ROCK POINT AND ABOUT 38 FEET ABOVE WATER LINE.
 TU1906'
 TU1906'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED RUDDY 1927
 TU1906'NO 4 1965, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP ABOUT 3
 TU1906'FEET LOWER THAN STATION MARK.
 TU1906'
 TU1906'REFERENCE MARK NUMBER FIVE IS A STANDARD DISK STAMPED RUDDY 1927
 TU1906'NO 5 1965, CEMENTED IN A DRILL HOLE IN THE TOP OF A BEDROCK
 TU1906'LEDGE ABOUT 2 FEET LOWER THAN STATION MARK.
 TU1906
 TU1906                          STATION RECOVERY (1997)
 TU1906
 TU1906'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1906'MARK NOT FOUND.
 TU1906
 TU1906                          STATION RECOVERY (1998)
 TU1906
 TU1906'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3062 ***********************************************************************
 TU3062  DESIGNATION -  S
 TU3062  PID         -  TU3062
 TU3062  STATE/COUNTY-  HI/MAUI
 TU3062  USGS QUAD   -  KAHAKULOA (1997)
 TU3062
 TU3062                         *CURRENT SURVEY CONTROL
 TU3062  ___________________________________________________________________
 TU3062* NAD 83(1993)-  20 58 54.19005(N)    156 32 55.94698(W)     ADJUSTED  
 TU3062* LOCAL TIDAL -       345.2    (meters)    1133.     (feet)  VERT ANG  
 TU3062  ___________________________________________________________________
 TU3062  EPOCH DATE  -        1993.62
 TU3062  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TU3062  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU3062
 TU3062  HORZ ORDER  -  FIRST
 TU3062
 TU3062.The horizontal coordinates were established by classical geodetic methods
 TU3062.and adjusted by the National Geodetic Survey in December 1998..
 TU3062.The horizontal coordinates are valid at the epoch date displayed above.
 TU3062.The epoch date for horizontal control is a decimal equivalence
 TU3062.of Year/Month/Day.
 TU3062
 TU3062.The orthometric height was determined by vertical angle observations.
 TU3062
 TU3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3062
 TU3062.The geoid height was determined by GEOID03.
 TU3062
 TU3062;                    North         East     Units Scale Factor Converg.
 TU3062;SPC HI 2     -    71,786.639   512,248.023   MT  0.99996852   +0 02 31.8
 TU3062;UTM  04      - 2,322,077.108   754,831.799   MT  1.00040259   +0 52 41.3
 TU3062
 TU3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3062!SPC HI 2     -   0.99994331  x   0.99996852  =   0.99991184
 TU3062!UTM  04      -   0.99994331  x   1.00040259  =   1.00034588
 TU3062
 TU3062:                Primary Azimuth Mark                     Grid Az
 TU3062:SPC HI 2     -  KAHAKULOA 1882                           009 36 10.2
 TU3062:UTM  04      -  KAHAKULOA 1882                           008 46 00.7
 TU3062
 TU3062|---------------------------------------------------------------------|
 TU3062| PID    Reference Object                     Distance      Geod. Az  |
 TU3062|                                                           dddmmss.s |
 TU3062| TU3271 KAHAKULOA 1882                      APPROX. 2.2 KM 0093842.0 |
 TU3062| CN6150 S RM 1                                4.992 METERS 17622     |
 TU3062| CN6151 S RM 2                                6.521 METERS 27344     |
 TU3062| TU3276 NAKALELE POINT LIGHT                APPROX. 6.8 KM 3202951.0 |
 TU3062|---------------------------------------------------------------------|
 TU3062
 TU3062                          SUPERSEDED SURVEY CONTROL
 TU3062
 TU3062  NAD 83(1986)-  20 58 54.14484(N)    156 32 55.92821(W) AD(       ) 1
 TU3062  OLD HI      -  20 59 05.72100(N)    156 33 06.09600(W) AD(       ) 1
 TU3062
 TU3062.Superseded values are not recommended for survey control.
 TU3062.NGS no longer adjusts projects to the OLD HI datum.
 TU3062.See file dsdata.txt to determine how the superseded data were derived.
 TU3062
 TU3062_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5483222077(NAD 83)
 TU3062_MARKER: Z = SEE DESCRIPTION
 TU3062_SETTING: 0 = UNSPECIFIED SETTING
 TU3062
 TU3062  HISTORY     - Date     Condition        Report By
 TU3062  HISTORY     - 1950     MONUMENTED       CGS
 TU3062  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3062
 TU3062                          STATION DESCRIPTION
 TU3062
 TU3062'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3062'LOCATED ON THE NORTH COAST OF WEST MAUI, WAILUKU DISTRICT, ON
 TU3062'THE LAND OF KAHAKULOA, ABOUT ONE MILE SOUTHEAST OF THE VILLAGE
 TU3062'OF KAHAKULOA, ON THE POINT OF A LOW BRUSH COVERED RIDGE, AND
 TU3062'ABOUT 0.3 MILES WEST OF THE ROAD WHERE IT MAKES A U CURVE
 TU3062'AROUND A DEEP CANYON.  STATION RECOVERED WAS A 2 INCH
 TU3062'GALVANIZED IRON PIPE PROJECTING ABOUT 1 FOOT AND SURROUNDED BY
 TU3062'MOUND OF LARGE ROCKS.  THIS WAS REPLACED WITH A STANDARD DISK
 TU3062'SET IN A BURIED BOULDER PROJECTING ABOUT 8 INCHES.  STAMPED S
 TU3062'1949.
 TU3062'
 TU3062'REFERENCE MARK NO.1 IS SOUTH OF THE STATION.  A STANDARD DISK
 TU3062'SET IN A BURIED BOULDER FLUSH WITH THE GROUND.  STAMPED S NO 1
 TU3062'1949.
 TU3062'
 TU3062'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  A STANDARD DISK
 TU3062'SET IN A BURIED BOULDER FLUSH WITH THE GROUND.  STAMPED S NO 2
 TU3062'1949.
 TU3062'
 TU3062'TO REACH FROM THE POST OFFICE IN KAHULUI GO NORTHEAST ON COAST
 TU3062'ROAD TOWARD KAHAKULOA FOR 13.6 MILES TO A SMALL GREEN HOUSE
 TU3062'ON LEFT.  TURN LEFT INTO YARD THEN ON TRAIL THROUGH BRUSH FOR
 TU3062'ABOUT 0.3 MILES TO FOOT OF RIDGE AND ETT.  FROM HERE PACK
 TU3062'WESTERLY ALONG RIDGE FOR ABOUT 0.5 MILES TO SECOND POINT AND
 TU3062'STATION.
 TU3062
 TU3062                          STATION RECOVERY (1969)
 TU3062
 TU3062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3062'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU3062'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3062'
 TU3062'STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF WAILUKU
 TU3062'AND 1 MILE SOUTH OF KAHAKULOA VILLAGE, ON THE NORTHEAST EDGE
 TU3062'OF A BRUSHY HILL, AT ABOUT 1133 FEET ELEVATION, ALONG KAUKINI
 TU3062'RIDGE, AND IS JUST 10 FEET INSIDE THE BRUSH FROM BARE NORTHEAST
 TU3062'SIDE OF THE HILL.  AN OLD, WASHED-OUT, JEEP ROAD PASSES JUST
 TU3062'BELOW THE STATION.
 TU3062'
 TU3062'TO REACH STATION FROM THE JUNCTION OF MAIN AND MARKET STREETS
 TU3062'IN WAILUKU, GO NORTH ON MARKET STREET, CONTINUING ON STATE
 TU3062'HIGHWAY 33, FOR 3.6 MILES TO WAIHEE VILLAGE.  CONTINUE ON
 TU3062'THE HIGHWAY FOR 8.9 MILES TO A WIRE GATE ON LEFT, AT SHARP
 TU3062'LEFT CURVE OF ROAD, AND POWER POLE NO. 31.  PASS THROUGH
 TU3062'GATE AND GO UP PASTURE SLOPE FOR 0.3 MILE TO END OF ROAD AT
 TU3062'A POWER LINE.  PACK UP WASHED-OUT JEEP ROAD ABOUT 1/3-MILE
 TU3062'TO STATION.
 TU3062'
 TU3062'STATION MARK IS A STANDARD DISK STAMPED S 1949, CEMENTED IN
 TU3062'A DRILL HOLE IN THE TOP OF AN 8 X 10-INCH BOULDER THAT PROJECTS
 TU3062'8 INCHES FROM GROUND.  A LARGE PILE OF GREY BOULDERS IS BUILT
 TU3062'UP OVER THE MARK, AND MAY BE SEEN FROM OUTSIDE THE BRUSH LINE
 TU3062'BY PEERING THROUGH THE UNDERBRUSH.
 TU3062'
 TU3062'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED S NO 1
 TU3062'1949, CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH
 TU3062'GROUND.  IT IS 14 INCHES HIGHER THAN STATION MARK AND USUALLY
 TU3062'COVERED WITH DIRT AND LEAVES.
 TU3062'
 TU3062'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED S NO 2
 TU3062'1949, CEMENTED IN A DRILL HOLE IN A 12-INCH BOULDER TOP FLUSH
 TU3062'WITH GROUND.  IT IS 0.15 FOOT LOWER THAN STATION MARK AND
 TU3062'USUALLY COVERED WITH DIRT AND LEAVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0091 ***********************************************************************
 TU0091  DESIGNATION -  S 1
 TU0091  PID         -  TU0091
 TU0091  STATE/COUNTY-  HI/HAWAII
 TU0091  USGS QUAD   -  VOLCANO (1997)
 TU0091
 TU0091                         *CURRENT SURVEY CONTROL
 TU0091  ___________________________________________________________________
 TU0091* NAD 83(1986)-  19 26 17.     (N)    155 13 09.     (W)     SCALED    
 TU0091* LOCAL TIDAL -      1073.566  (meters)    3522.19   (feet)  ADJ UNCH  
 TU0091  ___________________________________________________________________
 TU0091  GEOID HEIGHT-          21.78  (meters)                     GEOID03
 TU0091
 TU0091  VERT ORDER  -  FIRST     CLASS I
 TU0091
 TU0091.The horizontal coordinates were scaled from a topographic map and have
 TU0091.an estimated accuracy of +/- 6 seconds.
 TU0091
 TU0091.The orthometric height was key entered from printed documents
 TU0091.and not key verified.
 TU0091
 TU0091.The geoid height was determined by GEOID03.
 TU0091
 TU0091;                    North         East    Units  Estimated Accuracy
 TU0091;SPC HI 1     -    66,960.      529,490.      MT  (+/- 180 meters Scaled)
 TU0091
 TU0091                          SUPERSEDED SURVEY CONTROL
 TU0091
 TU0091.No superseded survey control is available for this station.
 TU0091
 TU0091_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB670508(NAD 83)
 TU0091_MARKER: DB = BENCH MARK DISK
 TU0091_SETTING: 66 = SET IN ROCK OUTCROP
 TU0091_SP_SET: BEDROCK
 TU0091_STAMPING: S 1 1926
 TU0091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0091+STABILITY: POSITION/ELEVATION WELL
 TU0091
 TU0091  HISTORY     - Date     Condition        Report By
 TU0091  HISTORY     - 1926     MONUMENTED       CGS
 TU0091  HISTORY     - 1975     GOOD             NGS
 TU0091  HISTORY     - 1980     GOOD             USGS
 TU0091
 TU0091                          STATION DESCRIPTION
 TU0091
 TU0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0091'1.1 MI NE FROM VOLCANO.
 TU0091'0.25 MILES NORTHEAST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0091'POST OFFICE IN VOLCANO, THENCE 0.05 MILE SOUTHEAST ALONG WRIGHT ROAD,
 TU0091'THENCE 0.80 MILE NORTHEAST ALONG STATE HIGHWAY 11, AT A POINT WHERE
 TU0091'THE OLD HIGHWAY COMES TO A DEAD END.  SET IN LAVA BEDROCK.  0.10 MILE
 TU0091'SOUTHWEST OF A PAVED ROAD EAST ON THE OLD HIGHWAY.  161.0 FEET
 TU0091'SOUTHEAST, ACROSS A SMALL HILL AND THE OLD HIGHWAY FROM THE CENTERLINE
 TU0091'OF STATE HIGHWAY 11.  36.6 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD
 TU0091'HIGHWAY.  26.3 FEET EAST OF THE EAST END OF THE GUARD RAIL AT THE DEAD
 TU0091'END OF THE OLD HIGHWAY.  1.0 FEET WEST OF A WOODEN WITNESS POST. SET
 TU0091'IN LAVA BEDROCK FLUSH WITH THE GROUND.
 TU0091
 TU0091                          STATION RECOVERY (1980)
 TU0091
 TU0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 TU0091'ADDITIONAL REFERENCE - 0.55 MILES NE ALONG THE OLD HIGHWAY FROM THE
 TU0091'VOLCANO POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0341 ***********************************************************************
 TU0341  DESIGNATION -  S 11
 TU0341  PID         -  TU0341
 TU0341  STATE/COUNTY-  HI/HONOLULU
 TU0341  USGS QUAD   -  KOKO HEAD (1983)
 TU0341
 TU0341                         *CURRENT SURVEY CONTROL
 TU0341  ___________________________________________________________________
 TU0341* NAD 83(1986)-  21 18 10.     (N)    157 39 24.     (W)     SCALED    
 TU0341* LOCAL TIDAL -        15.570  (meters)      51.08   (feet)  ADJ UNCH  
 TU0341  ___________________________________________________________________
 TU0341  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU0341
 TU0341  VERT ORDER  -  FIRST     CLASS II
 TU0341
 TU0341.The horizontal coordinates were scaled from a topographic map and have
 TU0341.an estimated accuracy of +/- 6 seconds.
 TU0341
 TU0341.The orthometric height was key entered from printed documents
 TU0341.and not key verified.
 TU0341
 TU0341.The geoid height was determined by GEOID03.
 TU0341
 TU0341;                    North         East    Units  Estimated Accuracy
 TU0341;SPC HI 3     -    15,110.      535,620.      MT  (+/- 180 meters Scaled)
 TU0341
 TU0341                          SUPERSEDED SURVEY CONTROL
 TU0341
 TU0341.No superseded survey control is available for this station.
 TU0341
 TU0341_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ393562(NAD 83)
 TU0341_MARKER: DB = BENCH MARK DISK
 TU0341_SETTING: 66 = SET IN ROCK OUTCROP
 TU0341_SP_SET: ROCK OUTCROP
 TU0341_STAMPING: S 11 1969
 TU0341_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0341+STABILITY: POSITION/ELEVATION WELL
 TU0341
 TU0341  HISTORY     - Date     Condition        Report By
 TU0341  HISTORY     - 1969     MONUMENTED       CGS
 TU0341  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 TU0341
 TU0341                          STATION DESCRIPTION
 TU0341
 TU0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0341'3.85 MI SE FROM WAIMANALO.
 TU0341'3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0341'WAIMANALO, IN THE TOP OF A ROCK OUTCROP IN A CUT ON THE WEST SIDE OF
 TU0341'THE HIGHWAY, IN A 6- BY 6-INCH RESESSED HOLE 2-INCHES-DEEP, 21.8 FEET
 TU0341'WEST OF THE CENTER LINE OF THE HIGHWAY, 3.1 FEET SOUTHWEST OF A CURVE
 TU0341'SIGN, 8.5 FEET NORTHWEST OF A 3-INCH PIPE PROJECTING ABOUT 3 FEET
 TU0341'ABOVE THE GROUND, 56.0 FEET WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM
 TU0341'THE END OF A METAL GUARDRAIL, 102 YARDS SOUTH OF THE JUNCTION OF A
 TU0341'ROAD LEADING TO THE U.S. COAST GUARD MAKAPUU POINT LIGHT STATION, AND
 TU0341'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 TU0341
 TU0341                          STATION RECOVERY (1982)
 TU0341
 TU0341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TU0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0404 ***********************************************************************
 TU0404  DESIGNATION -  S 12
 TU0404  PID         -  TU0404
 TU0404  STATE/COUNTY-  HI/HONOLULU
 TU0404  USGS QUAD   -  HONOLULU (1983)
 TU0404
 TU0404                         *CURRENT SURVEY CONTROL
 TU0404  ___________________________________________________________________
 TU0404* NAD 83(1986)-  21 21 56.     (N)    157 47 40.     (W)     SCALED    
 TU0404* LOCAL TIDAL -       323.377  (meters)    1060.95   (feet)  ADJ UNCH  
 TU0404  ___________________________________________________________________
 TU0404  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0404
 TU0404  VERT ORDER  -  FIRST     CLASS II
 TU0404
 TU0404.The horizontal coordinates were scaled from a topographic map and have
 TU0404.an estimated accuracy of +/- 6 seconds.
 TU0404
 TU0404.The orthometric height was key entered from printed documents
 TU0404.and not key verified.
 TU0404
 TU0404.The geoid height was determined by GEOID03.
 TU0404
 TU0404;                    North         East    Units  Estimated Accuracy
 TU0404;SPC HI 3     -    22,040.      521,320.      MT  (+/- 180 meters Scaled)
 TU0404
 TU0404                          SUPERSEDED SURVEY CONTROL
 TU0404
 TU0404.No superseded survey control is available for this station.
 TU0404
 TU0404_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ249630(NAD 83)
 TU0404_MARKER: DB = BENCH MARK DISK
 TU0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0404_SP_SET: PLAQUE
 TU0404_STAMPING: S 12 1969
 TU0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0404
 TU0404  HISTORY     - Date     Condition        Report By
 TU0404  HISTORY     - 1969     MONUMENTED       CGS
 TU0404
 TU0404                          STATION DESCRIPTION
 TU0404
 TU0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0404'6.2 MI NE FROM HONOLULU.
 TU0404'6.2 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0404'SOUTH BERETANIA STREET AT HONOLULU, IN THE CENTER OF A DOUBLE CONCRETE
 TU0404'AND ROCK RETAINING WALL WHICH IS BETWEEN AND ALONG THE SOUTHWEST SIDE
 TU0404'OF THE FIRST OF TWO NUUANA PALI TUNNELS WHEN TRAVELING NORTHEAST, 29.8
 TU0404'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST BOUND LANES OF THE
 TU0404'HIGHWAY, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHWEST BOUND
 TU0404'LANES OF THE HIGHWAY, 7.5 FEET SOUTHWEST (INFRONT) OF A 4- BY 4-FOOT
 TU0404'IRON PLAQUE NUUNAN PALI TUNNELS TERRITORIALHWY DEPT. 1956-1959. 21.9
 TU0404'FEET NORTH OF THE CENTER OF A 2-FOOT MANHOLE COVER, 2.0 FEET NORTHEAST
 TU0404'OF THE SOUTHWEST EDGE OF A ROCK RETAINING WALL, AND ABOUT 3 1/2 FEET
 TU0404'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0639 ***********************************************************************
 TU0639  DESIGNATION -  S 13
 TU0639  PID         -  TU0639
 TU0639  STATE/COUNTY-  HI/HONOLULU
 TU0639  USGS QUAD   -  WAIPAHU (1983)
 TU0639
 TU0639                         *CURRENT SURVEY CONTROL
 TU0639  ___________________________________________________________________
 TU0639* NAD 83(1986)-  21 22 56.     (N)    158 00 51.     (W)     SCALED    
 TU0639* LOCAL TIDAL -        17.782  (meters)      58.34   (feet)  ADJ UNCH  
 TU0639  ___________________________________________________________________
 TU0639  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU0639
 TU0639  VERT ORDER  -  FIRST     CLASS II
 TU0639
 TU0639.The horizontal coordinates were scaled from a topographic map and have
 TU0639.an estimated accuracy of +/- 6 seconds.
 TU0639
 TU0639.The orthometric height was key entered from printed documents
 TU0639.and not key verified.
 TU0639
 TU0639.The geoid height was determined by GEOID03.
 TU0639
 TU0639;                    North         East    Units  Estimated Accuracy
 TU0639;SPC HI 3     -    23,870.      498,530.      MT  (+/- 180 meters Scaled)
 TU0639
 TU0639                          SUPERSEDED SURVEY CONTROL
 TU0639
 TU0639.No superseded survey control is available for this station.
 TU0639
 TU0639_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ021647(NAD 83)
 TU0639_MARKER: DB = BENCH MARK DISK
 TU0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0639_SP_SET: STORM DRAIN
 TU0639_STAMPING: S 13 1969
 TU0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0639
 TU0639  HISTORY     - Date     Condition        Report By
 TU0639  HISTORY     - 1969     MONUMENTED       CGS
 TU0639
 TU0639                          STATION DESCRIPTION
 TU0639
 TU0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0639'IN WAIPAHU.
 TU0639'AT WAIPAHU, 0.2 MILE EAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION
 TU0639'OF PUPUKAHI STREET, AT THE JUNCTION OF WAIKELE ROAD, DIRECTLY ACROSS
 TU0639'THE HIGHWAY FROM THE WAIPAHU HIGH SCHOOL, IN THE TOP OF THE NORTHWEST
 TU0639'CORNER OF A CONCRETE STORM DRAIN, 31.8 FEET NORTHWEST OF THE CENTER
 TU0639'LINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 27.0 FEET
 TU0639'NORTH-NORTHEAST OF AN IRON POST SUPPORTING A FARRINGTON HWY-WAIKELE
 TU0639'ROAD SIGN, 2.3 FEET NORTH OF THE SOUTH CURB OF THE STORM DRAIN, ACROSS
 TU0639'WAIKELE ROAD FROM THE AMERICAN SECURITY BANK, 9.7 FEET WEST OF THE
 TU0639'CENTER OF A MANHOLE COVER, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0577 ***********************************************************************
 TU0577  DESIGNATION -  S 14
 TU0577  PID         -  TU0577
 TU0577  STATE/COUNTY-  HI/HONOLULU
 TU0577  USGS QUAD   -  KAENA (1983)
 TU0577
 TU0577                         *CURRENT SURVEY CONTROL
 TU0577  ___________________________________________________________________
 TU0577* NAD 83(1986)-  21 30 32.     (N)    158 13 43.     (W)     SCALED    
 TU0577* LOCAL TIDAL -         5.256  (meters)      17.24   (feet)  ADJ UNCH  
 TU0577  ___________________________________________________________________
 TU0577  GEOID HEIGHT-          15.06  (meters)                     GEOID03
 TU0577
 TU0577  VERT ORDER  -  FIRST     CLASS II
 TU0577
 TU0577.The horizontal coordinates were scaled from a topographic map and have
 TU0577.an estimated accuracy of +/- 6 seconds.
 TU0577
 TU0577.The orthometric height was key entered from printed documents
 TU0577.and not key verified.
 TU0577
 TU0577.The geoid height was determined by GEOID03.
 TU0577
 TU0577;                    North         East    Units  Estimated Accuracy
 TU0577;SPC HI 3     -    37,910.      476,310.      MT  (+/- 180 meters Scaled)
 TU0577
 TU0577                          SUPERSEDED SURVEY CONTROL
 TU0577
 TU0577.No superseded survey control is available for this station.
 TU0577
 TU0577_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ798786(NAD 83)
 TU0577_MARKER: DB = BENCH MARK DISK
 TU0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0577_SP_SET: ABUTMENT
 TU0577_STAMPING: S 14 1969
 TU0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0577
 TU0577  HISTORY     - Date     Condition        Report By
 TU0577  HISTORY     - 1969     MONUMENTED       CGS
 TU0577  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0577
 TU0577                          STATION DESCRIPTION
 TU0577
 TU0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0577'6.3 MI NW FROM WAIANAE.
 TU0577'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0577'WAIANAE, IN THE TOP AND 0.9 FOOT WEST OF THE EAST END OF THE NORTH
 TU0577'CONCRETE ABUTMENT OF A BRIDGE OVER A DRY STREAM, 16.9 FEET EAST OF THE
 TU0577'CENTER LINE OF THE HIGHWAY, 0.9 FOOT NORTHEAST OF A WOODEN POST FOR A
 TU0577'WOOD RAILING, 24.3 FEET SOUTHWEST OF POWER POLE 164, AND ABOUT 1/2
 TU0577'FOOT HIGHER THAN THE HIGHWAY.
 TU0577
 TU0577                          STATION RECOVERY (2006)
 TU0577
 TU0577'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0577'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0519 ***********************************************************************
 TU0519  DESIGNATION -  S 15
 TU0519  PID         -  TU0519
 TU0519  STATE/COUNTY-  HI/HONOLULU
 TU0519  USGS QUAD   -  WAIMEA (1983)
 TU0519
 TU0519                         *CURRENT SURVEY CONTROL
 TU0519  ___________________________________________________________________
 TU0519* NAD 83(1986)-  21 39 39.     (N)    158 03 17.     (W)     SCALED    
 TU0519* LOCAL TIDAL -         5.464  (meters)      17.93   (feet)  ADJ UNCH  
 TU0519  ___________________________________________________________________
 TU0519  GEOID HEIGHT-          13.82  (meters)                     GEOID03
 TU0519
 TU0519  VERT ORDER  -  FIRST     CLASS II
 TU0519
 TU0519.The horizontal coordinates were scaled from a topographic map and have
 TU0519.an estimated accuracy of +/- 6 seconds.
 TU0519
 TU0519.The orthometric height was key entered from printed documents
 TU0519.and not key verified.
 TU0519
 TU0519.The geoid height was determined by GEOID03.
 TU0519
 TU0519;                    North         East    Units  Estimated Accuracy
 TU0519;SPC HI 3     -    54,720.      494,340.      MT  (+/- 180 meters Scaled)
 TU0519
 TU0519                          SUPERSEDED SURVEY CONTROL
 TU0519
 TU0519.No superseded survey control is available for this station.
 TU0519
 TU0519_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ978955(NAD 83)
 TU0519_MARKER: DB = BENCH MARK DISK
 TU0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0519_SP_SET: CULVERT
 TU0519_STAMPING: S 15 1969
 TU0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0519
 TU0519  HISTORY     - Date     Condition        Report By
 TU0519  HISTORY     - 1969     MONUMENTED       CGS
 TU0519  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0519
 TU0519                          STATION DESCRIPTION
 TU0519
 TU0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0519'6.9 MI NE FROM HALEIWA.
 TU0519'6.9 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0519'HALEIWA, 65 FEET EAST OF THE CENTER OF THE Y JUNCTION OF KE-WAENA
 TU0519'ROAD, IN THE TOP AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 TU0519'SOUTHEAST CONCRETE HEAD WALL OF 3- BY 6-FOOT DOUBLE CONCRETE CULVERTS,
 TU0519'16.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 41.6 FEET
 TU0519'NORTHEAST OF TELEPHONE POLE 251T, AND ABOUT 1 FOOT HIGHER THAN THE
 TU0519'HIGHWAY.
 TU0519
 TU0519                          STATION RECOVERY (2006)
 TU0519
 TU0519'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0519'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0493 ***********************************************************************
 TU0493  DESIGNATION -  S 16
 TU0493  PID         -  TU0493
 TU0493  STATE/COUNTY-  HI/HONOLULU
 TU0493  USGS QUAD   -  HAUULA (1983)
 TU0493
 TU0493                         *CURRENT SURVEY CONTROL
 TU0493  ___________________________________________________________________
 TU0493* NAD 83(1986)-  21 37 15.     (N)    157 54 59.     (W)     SCALED    
 TU0493* LOCAL TIDAL -         4.115  (meters)      13.50   (feet)  ADJ UNCH  
 TU0493  ___________________________________________________________________
 TU0493  GEOID HEIGHT-          14.18  (meters)                     GEOID03
 TU0493
 TU0493  VERT ORDER  -  FIRST     CLASS II
 TU0493
 TU0493.The horizontal coordinates were scaled from a topographic map and have
 TU0493.an estimated accuracy of +/- 6 seconds.
 TU0493
 TU0493.The orthometric height was key entered from printed documents
 TU0493.and not key verified.
 TU0493
 TU0493.The geoid height was determined by GEOID03.
 TU0493
 TU0493;                    North         East    Units  Estimated Accuracy
 TU0493;SPC HI 3     -    50,290.      508,660.      MT  (+/- 180 meters Scaled)
 TU0493
 TU0493                          SUPERSEDED SURVEY CONTROL
 TU0493
 TU0493.No superseded survey control is available for this station.
 TU0493
 TU0493_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ121912(NAD 83)
 TU0493_MARKER: DB = BENCH MARK DISK
 TU0493_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0493_SP_SET: FOUNDATION
 TU0493_STAMPING: S 16 1969
 TU0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0493
 TU0493  HISTORY     - Date     Condition        Report By
 TU0493  HISTORY     - 1969     MONUMENTED       CGS
 TU0493  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0493
 TU0493                          STATION DESCRIPTION
 TU0493
 TU0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0493'IN HAUULA.
 TU0493'AT HAUULA, ALONG STATE HIGHWAY 83, 220.0 FEET NORTH OF THE POST OFFICE
 TU0493'BUILDING, NEAR THE NORTH CORNER OF AN ASPHALT PARKING AREA FOR THE
 TU0493'HAUULA SHOPPING CENTER, 19.3 FEET SOUTHWEST OF THE CENTER LINE OF THE
 TU0493'HIGHWAY, IN THE TOP OF THE EAST CORNER OF A 5- BY 4 1/2-FOOT CONCRETE
 TU0493'FOUNDATION OF A STORM DRAIN WITH A METAL GRATE IN THE CENTER, 54.2
 TU0493'FEET NORTHWEST OF TELEPHONE POLE 77, 7.9 FEET EAST OF THE NORTHEAST
 TU0493'CORNER OF A CONCRETE BLOCK RETAINING WALL ALONG THE NORTHWEST SIDE OF
 TU0493'THE PARKING LOT, 100 FEET NORTHWEST OF THE CENTER LINE OF THE
 TU0493'NORTHWEST ENTRANCE ROAD TO THE SHOPPING CENTER, AND ABOUT 1 FOOT LOWER
 TU0493'THAN THE HIGHWAY.
 TU0493
 TU0493                          STATION RECOVERY (1981)
 TU0493
 TU0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0093 ***********************************************************************
 TU0093  DESIGNATION -  S 20
 TU0093  PID         -  TU0093
 TU0093  STATE/COUNTY-  HI/HAWAII
 TU0093  USGS QUAD   -  VOLCANO (1997)
 TU0093
 TU0093                         *CURRENT SURVEY CONTROL
 TU0093  ___________________________________________________________________
 TU0093* NAD 83(1986)-  19 25 56.     (N)    155 13 34.     (W)     SCALED    
 TU0093* LOCAL TIDAL -      1110.018  (meters)    3641.78   (feet)  ADJ UNCH  
 TU0093  ___________________________________________________________________
 TU0093  GEOID HEIGHT-          21.88  (meters)                     GEOID03
 TU0093
 TU0093  VERT ORDER  -  FIRST     CLASS I
 TU0093
 TU0093.The horizontal coordinates were scaled from a topographic map and have
 TU0093.an estimated accuracy of +/- 6 seconds.
 TU0093
 TU0093.The orthometric height was key entered from printed documents
 TU0093.and not key verified.
 TU0093
 TU0093.The geoid height was determined by GEOID03.
 TU0093
 TU0093;                    North         East    Units  Estimated Accuracy
 TU0093;SPC HI 1     -    66,310.      528,760.      MT  (+/- 180 meters Scaled)
 TU0093
 TU0093                          SUPERSEDED SURVEY CONTROL
 TU0093
 TU0093.No superseded survey control is available for this station.
 TU0093
 TU0093_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB662501(NAD 83)
 TU0093_MARKER: DB = BENCH MARK DISK
 TU0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0093_SP_SET: CULVERT
 TU0093_STAMPING: S 20 1975
 TU0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0093
 TU0093  HISTORY     - Date     Condition        Report By
 TU0093  HISTORY     - 1975     MONUMENTED       NGS
 TU0093  HISTORY     - 1980     GOOD             USGS
 TU0093
 TU0093                          STATION DESCRIPTION
 TU0093
 TU0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0093'0.50 MI NE FROM VOLCANO.
 TU0093'0.25 MILE NORTHEAST ALONG OLD HIGHWAY FROM THE HONGO STORE AND POST
 TU0093'OFFICE AT VOLCANO, THENCE 0.05 MILE SOUTHEAST ALONG WRIGHT ROAD,
 TU0093'THENCE 0.20 MILE NORTHEAST ALONG STATE HIGHWAY 11, IN TOP OF THE
 TU0093'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A LARGE PIPE
 TU0093'CULVERT UNDER HWY, 45.6 FEET NORTHWEST OF THE CENTERLINE OF ST. HWY.
 TU0093'11, 116.0 FEET NORTHEAST OF THE CENTERLINE OF A PAVED CROSS ROAD, 1.2
 TU0093'FEET SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL, 2 FEET ABOVE
 TU0093'GROUND, AND 1 FOOT BELOW LEVEL OF HWY.
 TU0093
 TU0093                          STATION RECOVERY (1980)
 TU0093
 TU0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 TU0093'ADDITIONAL REFERENCE - 0.55 MILES NE ALONG THE OLD HIGHWAY FROM THE
 TU0093'VOLCANO POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0866 ***********************************************************************
 TU0866  DESIGNATION -  S 22
 TU0866  PID         -  TU0866
 TU0866  STATE/COUNTY-  HI/MAUI
 TU0866  USGS QUAD   -  PUU O KALI (1992)
 TU0866
 TU0866                         *CURRENT SURVEY CONTROL
 TU0866  ___________________________________________________________________
 TU0866* NAD 83(1986)-  20 42 27.     (N)    156 26 33.     (W)     SCALED    
 TU0866* LOCAL TIDAL -        23.108  (meters)      75.81   (feet)  ADJUSTED  
 TU0866  ___________________________________________________________________
 TU0866  GEOID HEIGHT-          16.68  (meters)                     GEOID03
 TU0866
 TU0866  VERT ORDER  -  FIRST     CLASS I
 TU0866
 TU0866.The horizontal coordinates were scaled from a topographic map and have
 TU0866.an estimated accuracy of +/- 6 seconds.
 TU0866
 TU0866.The orthometric height was determined by differential leveling
 TU0866.and adjusted by the National Geodetic Survey in December 2003..
 TU0866
 TU0866.The geoid height was determined by GEOID03.
 TU0866
 TU0866;                    North         East    Units  Estimated Accuracy
 TU0866;SPC HI 2     -    41,440.      523,350.      MT  (+/- 180 meters Scaled)
 TU0866
 TU0866                          SUPERSEDED SURVEY CONTROL
 TU0866
 TU0866.No superseded survey control is available for this station.
 TU0866
 TU0866_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH663918(NAD 83)
 TU0866_MARKER: DV = VERTICAL CONTROL DISK
 TU0866_SETTING: 66 = SET IN ROCK OUTCROP
 TU0866_SP_SET: ROCK OUTCROP
 TU0866_STAMPING: S 22 1979
 TU0866_MARK LOGO: NGS   
 TU0866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0866+STABILITY: POSITION/ELEVATION WELL
 TU0866
 TU0866  HISTORY     - Date     Condition        Report By
 TU0866  HISTORY     - 1979     MONUMENTED       NGS
 TU0866
 TU0866                          STATION DESCRIPTION
 TU0866
 TU0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0866'3.5 MI SOUTH FROM KIHEI.
 TU0866'3.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE IN KIHEI,
 TU0866'THENCE 0.3 MILE EAST ALONG OHANA DRIVE (HIGHWAY 31) TO WHERE THE
 TU0866'HIGHWAY TURNS RIGHT AND OHANA DRIVE CONTINUES STRAIGHT, SET IN THE TOP
 TU0866'OF A LAVA FLOW OUTCROP, 125 FEET WEST OF THE CENTER OF THE HIGHWAY,
 TU0866'AND 25 FEET SOUTH OF THE CENTER OF OHANA DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0902 ***********************************************************************
 TU0902  DESIGNATION -  S 23
 TU0902  PID         -  TU0902
 TU0902  STATE/COUNTY-  HI/MAUI
 TU0902  USGS QUAD   -  KILOHANA (1983)
 TU0902
 TU0902                         *CURRENT SURVEY CONTROL
 TU0902  ___________________________________________________________________
 TU0902* NAD 83(1986)-  20 45 22.     (N)    156 19 38.     (W)     SCALED    
 TU0902* LOCAL TIDAL -       858.416  (meters)    2816.32   (feet)  ADJUSTED  
 TU0902  ___________________________________________________________________
 TU0902  GEOID HEIGHT-          17.27  (meters)                     GEOID03
 TU0902
 TU0902  VERT ORDER  -  FIRST     CLASS I
 TU0902
 TU0902.The horizontal coordinates were scaled from a topographic map and have
 TU0902.an estimated accuracy of +/- 6 seconds.
 TU0902
 TU0902.The orthometric height was determined by differential leveling
 TU0902.and adjusted by the National Geodetic Survey in December 2003..
 TU0902
 TU0902.The geoid height was determined by GEOID03.
 TU0902
 TU0902;                    North         East    Units  Estimated Accuracy
 TU0902;SPC HI 2     -    46,840.      535,350.      MT  (+/- 180 meters Scaled)
 TU0902
 TU0902                          SUPERSEDED SURVEY CONTROL
 TU0902
 TU0902.No superseded survey control is available for this station.
 TU0902
 TU0902_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH783974(NAD 83)
 TU0902_MARKER: DV = VERTICAL CONTROL DISK
 TU0902_SETTING: 66 = SET IN ROCK OUTCROP
 TU0902_SP_SET: SET IN ROCK OUTCROP
 TU0902_STAMPING: S 23 1979
 TU0902_MARK LOGO: NGS   
 TU0902_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0902_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0902+STABILITY: POSITION/ELEVATION WELL
 TU0902
 TU0902  HISTORY     - Date     Condition        Report By
 TU0902  HISTORY     - 1979     MONUMENTED       NGS
 TU0902
 TU0902                          STATION DESCRIPTION
 TU0902
 TU0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0902'IN WAIAKOA, AT THE JUNCTION OF COPP ROAD AND STATE HIGHWAY 37, 61 FEET
 TU0902'NORTH OF THE CENTERLINE OF COPP ROAD, 31 FEET EAST OF THE CENTERLINE
 TU0902'OF THE HIGHWAY, AND SET IN A LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0633 ***********************************************************************
 TU0633  DESIGNATION -  S 3
 TU0633  PID         -  TU0633
 TU0633  STATE/COUNTY-  HI/HONOLULU
 TU0633  USGS QUAD   -  EWA (1983)
 TU0633
 TU0633                         *CURRENT SURVEY CONTROL
 TU0633  ___________________________________________________________________
 TU0633* NAD 83(1986)-  21 20 20.     (N)    158 02 11.     (W)     SCALED    
 TU0633* LOCAL TIDAL -        14.303  (meters)      46.93   (feet)  ADJ UNCH  
 TU0633  ___________________________________________________________________
 TU0633  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU0633
 TU0633  VERT ORDER  -  FIRST     CLASS II
 TU0633
 TU0633.The horizontal coordinates were scaled from a topographic map and have
 TU0633.an estimated accuracy of +/- 6 seconds.
 TU0633
 TU0633.The orthometric height was key entered from printed documents
 TU0633.and not key verified.
 TU0633
 TU0633.The geoid height was determined by GEOID03.
 TU0633
 TU0633;                    North         East    Units  Estimated Accuracy
 TU0633;SPC HI 3     -    19,070.      496,230.      MT  (+/- 180 meters Scaled)
 TU0633
 TU0633                          SUPERSEDED SURVEY CONTROL
 TU0633
 TU0633.No superseded survey control is available for this station.
 TU0633
 TU0633_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ999599(NAD 83)
 TU0633_MARKER: DJ = TIDAL STATION DISK
 TU0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0633_SP_SET: WALL
 TU0633_STAMPING: S 3 1927
 TU0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0633
 TU0633  HISTORY     - Date     Condition        Report By
 TU0633  HISTORY     - 1927     MONUMENTED       CGS
 TU0633  HISTORY     - 1969     GOOD             NGS
 TU0633  HISTORY     - 1982     MARK NOT FOUND   USGS
 TU0633  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0633
 TU0633                          STATION DESCRIPTION
 TU0633
 TU0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0633'IN EWA.
 TU0633'AT EWA, 0.15 MILE SOUTHWEST ALONG RENTON ROAD FROM THE POST OFFICE,
 TU0633'ABOUT 80 YARDS SOUTHEAST OF A CHEVRON SERVICE STATION AT THE EWA
 TU0633'PLANTATION COMPANY, AT THE SOUTH CORNER OF A LARGE CORRUGATED METAL
 TU0633'BUILDING THAT HAS TWO LARGE LOADING BINS IN FRONT OF ITS SOUTHWEST
 TU0633'END, 43 FEET NORTHEAST OF THE CENTER LINE OF THE STREET, 60 FEET
 TU0633'SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY BETWEEN BUILDINGS, 2.3 FEET
 TU0633'NORTHWEST OF THE CORNER OF A BUILDING, 147 FEET EAST OF BENCH MARK S 3
 TU0633'RESET 1954, SET VERTICALLY IN THE BASE OF A CONCRETE WALL OF A
 TU0633'BUILDING.  NOTE-- THE SURFACE LINE OF THE MACADAM DRIVEWAY EXTENDS
 TU0633'ABOUT 2/3 OF THE WAY UP ON THE FACE OF THE DISK BUT A DEPRESSION HAD
 TU0633'BEEN CHIPPED OUT, EXPOSING NEARLY ALL OF THE DISK.
 TU0633
 TU0633                          STATION RECOVERY (1982)
 TU0633
 TU0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 TU0633'MARK NOT FOUND.
 TU0633
 TU0633                          STATION RECOVERY (2006)
 TU0633
 TU0633'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0633'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0632 ***********************************************************************
 TU0632  DESIGNATION -  S 3 RESET 1954
 TU0632  PID         -  TU0632
 TU0632  STATE/COUNTY-  HI/HONOLULU
 TU0632  USGS QUAD   -  EWA (1983)
 TU0632
 TU0632                         *CURRENT SURVEY CONTROL
 TU0632  ___________________________________________________________________
 TU0632* NAD 83(1986)-  21 20 20.     (N)    158 02 13.     (W)     SCALED    
 TU0632* LOCAL TIDAL -        15.054  (meters)      49.39   (feet)  ADJ UNCH  
 TU0632  ___________________________________________________________________
 TU0632  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU0632
 TU0632  VERT ORDER  -  FIRST     CLASS II
 TU0632
 TU0632.The horizontal coordinates were scaled from a topographic map and have
 TU0632.an estimated accuracy of +/- 6 seconds.
 TU0632
 TU0632.The orthometric height was key entered from printed documents
 TU0632.and not key verified.
 TU0632
 TU0632.The geoid height was determined by GEOID03.
 TU0632
 TU0632;                    North         East    Units  Estimated Accuracy
 TU0632;SPC HI 3     -    19,070.      496,170.      MT  (+/- 180 meters Scaled)
 TU0632
 TU0632                          SUPERSEDED SURVEY CONTROL
 TU0632
 TU0632.No superseded survey control is available for this station.
 TU0632
 TU0632_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ998599(NAD 83)
 TU0632_MARKER: DB = BENCH MARK DISK
 TU0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0632_SP_SET: PORCH
 TU0632_STAMPING: S 3 1927 RESET 1954
 TU0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0632
 TU0632  HISTORY     - Date     Condition        Report By
 TU0632  HISTORY     - 1954     MONUMENTED       CGS
 TU0632  HISTORY     - 1969     GOOD             NGS
 TU0632  HISTORY     - 20040422 GOOD             GEOCAC
 TU0632
 TU0632                          STATION DESCRIPTION
 TU0632
 TU0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0632'IN EWA.
 TU0632'AT EWA, 0.15 MILE SOUTHWEST ALONG RENTON ROAD FROM THE POST OFFICE, AT
 TU0632'THE EWA PLANTATION COMPANYS CENTRAL SUPPLIES WAREHOUSE, ABOUT 50 YARDS
 TU0632'SOUTH, DIAGONALLY ACROSS THE STREET FROM A CHEVRON SERVICE STATION,
 TU0632'147 FEET WEST OF BENCH MARK S 3, 6.0 FEET NORTHEAST OF THE WAREHOUSE
 TU0632'DOOR, 1 FOOT SOUTHEAST OF THE END OF A PORCH, 2 FEET SOUTHWEST OF THE
 TU0632'TOP OF A CONCRETE RAMP, AND IN THE TOP OF THE CONCRETE PORCH OF THE
 TU0632'WAREHOUSE.
 TU0632
 TU0632                          STATION RECOVERY (2004)
 TU0632
 TU0632'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0188 ***********************************************************************
 TU0188  DESIGNATION -  S 5
 TU0188  PID         -  TU0188
 TU0188  STATE/COUNTY-  HI/MAUI
 TU0188  USGS QUAD   -  MAALAEA (1996)
 TU0188
 TU0188                         *CURRENT SURVEY CONTROL
 TU0188  ___________________________________________________________________
 TU0188* NAD 83(1986)-  20 48 59.     (N)    156 28 04.     (W)     SCALED    
 TU0188* LOCAL TIDAL -        15.067  (meters)      49.43   (feet)  ADJ UNCH  
 TU0188  ___________________________________________________________________
 TU0188  GEOID HEIGHT-          16.35  (meters)                     GEOID03
 TU0188
 TU0188  VERT ORDER  -  FIRST     CLASS I
 TU0188
 TU0188.The horizontal coordinates were scaled from a topographic map and have
 TU0188.an estimated accuracy of +/- 6 seconds.
 TU0188
 TU0188.The orthometric height was key entered from printed documents
 TU0188.and not key verified.
 TU0188
 TU0188.The geoid height was determined by GEOID03.
 TU0188
 TU0188;                    North         East    Units  Estimated Accuracy
 TU0188;SPC HI 2     -    53,490.      520,700.      MT  (+/- 180 meters Scaled)
 TU0188
 TU0188                          SUPERSEDED SURVEY CONTROL
 TU0188
 TU0188.No superseded survey control is available for this station.
 TU0188
 TU0188_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ635038(NAD 83)
 TU0188_MARKER: DB = BENCH MARK DISK
 TU0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0188_STAMPING: S 5 1950
 TU0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0188+STABILITY: SURFACE MOTION
 TU0188
 TU0188  HISTORY     - Date     Condition        Report By
 TU0188  HISTORY     - 1950     MONUMENTED       CGS
 TU0188  HISTORY     - 1968     GOOD             CGS
 TU0188  HISTORY     - 1979     GOOD             NGS
 TU0188
 TU0188                          STATION DESCRIPTION
 TU0188
 TU0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0188'5.7 MI S FROM KAHULUI.
 TU0188'5.75 MILES SOUTH ON STATE HIGHWAY 35 FROM THE JUNCTION OF HIGHWAYS 32
 TU0188'AND 35 IN KAHULUI, 0.1 MILE NORTH FROM THE ROAD LEFT TO THE PUUNENE
 TU0188'RUBBISH DUMP, ON LEFT, EAST, SIDE OF HIGHWAY, AT NORTH SIDE OF OLD
 TU0188'POWER SUB-STATION AND AT SOUTH SIDE OF A SHALLOW, FLAT-BOTTOMED,
 TU0188'CONCRETE GUTTER 4 FEET WIDE.  THE MARK IS 26.3 FEET EAST OF CENTER
 TU0188'LINE OF HIGHWAY, 8.5 FEET EAST OF FENCE LINE, 5 FEET NORTH OF
 TU0188'SUB-STATION FENCE, 6.3 FEET NORTHEAST OF THE CORNER POST OF THE FENCE,
 TU0188'33 FEET NORTHWEST OF NORTHWEST CORNER OF THE OLD TRANSFORMER HOUSE, 4
 TU0188'FEET SOUTHEAST OF SOUTHEAST EDGE OF THE DRAIN GUTTER, 55 YARDS SOUTH
 TU0188'OF TELEPHONE POLE 1-T, 42 YARDS NORTH OF TELEPHONE POLE 2-T, 16 INCHES
 TU0188'SOUTH OF A WHITE WITNESS POST, AND SET IN THE TOP OF A 10-INCH-SQUARE,
 TU0188'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND, AND IS PAINTED
 TU0188'YELLOW.
 TU0188
 TU0188                          STATION RECOVERY (1979)
 TU0188
 TU0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0234 ***********************************************************************
 TU0234  DESIGNATION -  S 6
 TU0234  PID         -  TU0234
 TU0234  STATE/COUNTY-  HI/MAUI
 TU0234  USGS QUAD   -  WAILUKU (1997)
 TU0234
 TU0234                         *CURRENT SURVEY CONTROL
 TU0234  ___________________________________________________________________
 TU0234* NAD 83(1986)-  20 53 19.     (N)    156 28 24.     (W)     SCALED    
 TU0234* LOCAL TIDAL -         3.201  (meters)      10.50   (feet)  ADJ UNCH  
 TU0234  ___________________________________________________________________
 TU0234  GEOID HEIGHT-          15.92  (meters)                     GEOID03
 TU0234
 TU0234  VERT ORDER  -  FIRST     CLASS II
 TU0234
 TU0234.The horizontal coordinates were scaled from a topographic map and have
 TU0234.an estimated accuracy of +/- 6 seconds.
 TU0234
 TU0234.The orthometric height was key entered from printed documents
 TU0234.and not key verified.
 TU0234
 TU0234.The geoid height was determined by GEOID03.
 TU0234
 TU0234;                    North         East    Units  Estimated Accuracy
 TU0234;SPC HI 2     -    61,490.      520,120.      MT  (+/- 180 meters Scaled)
 TU0234
 TU0234                          SUPERSEDED SURVEY CONTROL
 TU0234
 TU0234.No superseded survey control is available for this station.
 TU0234
 TU0234_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ628118(NAD 83)
 TU0234_MARKER: DB = BENCH MARK DISK
 TU0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0234_STAMPING: S 6 1950
 TU0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0234+STABILITY: SURFACE MOTION
 TU0234
 TU0234  HISTORY     - Date     Condition        Report By
 TU0234  HISTORY     - 1950     MONUMENTED       CGS
 TU0234  HISTORY     - 1968     GOOD             CGS
 TU0234  HISTORY     - 1969     GOOD             CGS
 TU0234  HISTORY     - 1979     MARK NOT FOUND   NGS
 TU0234  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0234
 TU0234                          STATION DESCRIPTION
 TU0234
 TU0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0234'IN KAHULUI.
 TU0234'THE AREA HAS BEEN CHANGED.  MAIN STREET IS NOW A 4-LANE HIGHWAY, THE
 TU0234'OLD RAILROAD TRACKS ARE GONE AND THE FENCE HAS BEEN MOVED SOUTH.  TO
 TU0234'REACH, GO WEST 0.4 MILE ON STATE HIGHWAY 32 FROM THE INTERSECTION OF
 TU0234'STATE HIGHWAYS 32 AND 35 IN KAHULUI.  ON LEFT, SOUTH, SIDE OF HIGHWAY,
 TU0234'ABOUT 70 YARDS WEST OF CROSSROAD INTERSECTION, IN WIDE LAWN AREA
 TU0234'BETWEEN HIGHWAY AND THE MAUI PINEAPPLE CO. FENCE, 26.0 FEET SOUTH OF
 TU0234'EDGE OF HIGHWAY, 26.0 FEET SOUTH-SOUTHWEST OF A POWER POLE, 26.3 FEET
 TU0234'NORTH OF WIRE-MESH FENCE, 11.8 FEET SOUTH OF EDGE OF SIDEWALK, 94 FEET
 TU0234'WEST-NORTHWEST OF A TALL, WHITE FLAGPOLE IN THE PINEAPPLE CO. LAWN,
 TU0234'101.8 FEET EAST OF A 4-INCH, SILVER, IRON PIPE 30 INCHES HIGH, WITH
 TU0234'SIGN F.A.P. ON TOP, 117.2 FEET WEST OF A FENCE CORNER WHERE THE FENCE
 TU0234'MAKES A JOG, AND SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 TU0234'THAT PROJECTS 6 INCHES AND IS PAINTED YELLOW.
 TU0234
 TU0234                          STATION RECOVERY (1969)
 TU0234
 TU0234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0234'RECOVERED IN GOOD CONDITION.
 TU0234
 TU0234                          STATION RECOVERY (1979)
 TU0234
 TU0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0234'MARK NOT FOUND.
 TU0234
 TU0234                          STATION RECOVERY (1981)
 TU0234
 TU0234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1392 ***********************************************************************
 TU1392  DESIGNATION -  SALT LAKE RESET
 TU1392  PID         -  TU1392
 TU1392  STATE/COUNTY-  HI/HONOLULU
 TU1392  USGS QUAD   -  PEARL HARBOR (1983)
 TU1392
 TU1392                         *CURRENT SURVEY CONTROL
 TU1392  ___________________________________________________________________
 TU1392* NAD 83(1993)-  21 21 48.00114(N)    157 54 29.25737(W)     ADJUSTED  
 TU1392* LOCAL TIDAL -       148.1    (meters)     486.     (feet)  VERT ANG  
 TU1392  ___________________________________________________________________
 TU1392  EPOCH DATE  -        1993.62
 TU1392  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 TU1392  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU1392
 TU1392  HORZ ORDER  -  FIRST
 TU1392
 TU1392.The horizontal coordinates were established by classical geodetic methods
 TU1392.and adjusted by the National Geodetic Survey in December 1998..
 TU1392.The horizontal coordinates are valid at the epoch date displayed above.
 TU1392.The epoch date for horizontal control is a decimal equivalence
 TU1392.of Year/Month/Day.
 TU1392
 TU1392.The orthometric height was determined by vertical angle observations.
 TU1392
 TU1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1392
 TU1392.The geoid height was determined by GEOID03.
 TU1392
 TU1392;                    North         East     Units Scale Factor Converg.
 TU1392;SPC HI 3     -    21,777.630   509,528.668   MT  0.99999112   +0 02 00.5
 TU1392;UTM  04      - 2,362,752.600   613,205.240   MT  0.99975836   +0 23 52.0
 TU1392
 TU1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1392!SPC HI 3     -   0.99997424  x   0.99999112  =   0.99996536
 TU1392!UTM  04      -   0.99997424  x   0.99975836  =   0.99973261
 TU1392
 TU1392|---------------------------------------------------------------------|
 TU1392| PID    Reference Object                     Distance      Geod. Az  |
 TU1392|                                                           dddmmss.s |
 TU1392| CJ9033 SALT LAKE RM 1                       13.674 METERS 01803     |
 TU1392| CJ9034 SALT LAKE RM 2                       21.533 METERS 09724     |
 TU1392| CJ9035 SALT LAKE RM 3                       11.385 METERS 10125     |
 TU1392| TU0267 SAT                                 APPROX. 3.8 KM 1120649.1 |
 TU1392| TU1316 SAND ISLAND LIGHT                   APPROX. 7.9 KM 1484250.3 |
 TU1392| TU1652 STATION X ARMY                      APPROX.12.7 KM 2411344.8 |
 TU1392| TU1416 PEARL HARBOR WATER TANK B           APPROX. 5.0 KM 2540953.9 |
 TU1392| TU1425 PEARL HARBOR FORD IS CONT TWR       APPROX. 5.5 KM 2665527.3 |
 TU1392| CJ9036 SALT LAKE RM 4                        8.086 METERS 27102     |
 TU1392|---------------------------------------------------------------------|
 TU1392
 TU1392                          SUPERSEDED SURVEY CONTROL
 TU1392
 TU1392  NAD 83(1986)-  21 21 47.95081(N)    157 54 29.26677(W) AD(       ) 1
 TU1392  OLD HI      -  21 21 59.34878(N)    157 54 39.14849(W) AD(       ) 1
 TU1392
 TU1392.Superseded values are not recommended for survey control.
 TU1392.NGS no longer adjusts projects to the OLD HI datum.
 TU1392.See file dsdata.txt to determine how the superseded data were derived.
 TU1392
 TU1392_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1320562753(NAD 83)
 TU1392
 TU1392  HISTORY     - Date     Condition        Report By
 TU1392  HISTORY     - 1942     MONUMENTED       CGS
 TU1392  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1392  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1392  HISTORY     - 1942     SEE DESCRIPTION  CGS
 TU1392  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1392  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1392  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1392  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1392
 TU1392                          STATION DESCRIPTION
 TU1392
 TU1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (JHP)
 TU1392'IN THE S PART OF OAHU, ABOUT 1/3 MILES S OF THE MAIN
 TU1392'HONOLULU-SCHOFIELD ROAD, ON THE NE AND HIGHEST PART OF THE CRATER
 TU1392'OF ALIAMANU (LEILONO), AND A SHORT DISTANCE W OF THE HEIAU OF
 TU1392'LEILONO.  IT IS ABOUT 2 MILES NW OF FORT SHAFTER.  THE HILL IS
 TU1392'EASILY RECOGNIZED BY A PROMINENT SCAR OR ROCK-SLIDE SEEN ON ITS E
 TU1392'E FACE FROM VICINITY OF HONOLULU.
 TU1392'
 TU1392'STATION WAS MARKED ORIGINALLY BY A GRANITE POST WITH CROSS
 TU1392'IN TOP, AROUND WHICH WAS LATER PLACED A CONCRETE PIER 6 FEET
 TU1392'SQUARE, EXTENDING 1 FOOT ABOVE GROUND, WITH 2-INCH PIPE SET
 TU1392'VERTICALLY IN CENTER OVER STATION.  RE-MARKED IN 1929 WITH TYPE A
 TU1392'SIGNAL.
 TU1392'
 TU1392'REFERENCE MARKS WERE SET IN 1927.  THEY ARE STANDARD DISK
 TU1392'REFERENCE MARKS WITH ARROWS POINTING TOWARD STATION, WEDGED IN
 TU1392'DRILL HOLES IN OUTCROPPING BEDROCK, ARE AT THE FOLLOWING
 TU1392'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 13.674 METERS
 TU1392'(44.86 FEET), 198 DEG 03 MIN.  NO. 2, 21.533 METERS (70.65 FEET),
 TU1392'277 DEG 24 MIN.
 TU1392
 TU1392                          STATION RECOVERY (1932)
 TU1392
 TU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CKG)
 TU1392'ON THE SW SIDE OF THE TOP OF A BRUSH-COVERED CONICAL HILL
 TU1392'485 FEET HIGH, 1/2 MILE N OF SALT LAKE, ABOUT 4-1/2
 TU1392'MILES NW OF HONOLULU, 1/4 MILE S OF THE HIGHWAY TO AIEA, JUST
 TU1392'NE OF LEILONO CRATER.  THE HILL IS THE MOST CONSPICUOUS IN THE
 TU1392'VICINITY AND THE STATION IS EASILY SEEN FROM THE ROAD.  THE HILL
 TU1392'IS THE PROPERTY OF THE GOVERNMENT.
 TU1392'
 TU1392'THE STATION IS MARKED ACCORDING TO NOTE 14A.
 TU1392
 TU1392                          STATION RECOVERY (1942)
 TU1392
 TU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (BHR)
 TU1392'STATION WAS DESTROYED BY A CONSTRUCTION GANG OF THE
 TU1392'U.S.E.D.  THE STATION WAS VISTED AS SOON AS THIS OFFICE WAS
 TU1392'INFORMED AND THE MONUMENT, MARK, AND CONCRETE PLATFORM HAD
 TU1392'BEEN SMASHED TO PIECES AND WERE LYING IN A TANGLED MASS.  AS
 TU1392'SOON AS CONSTRUCTION WAS COMPLETED A NEW MARK (STANDARD BRONZE
 TU1392'DISK) STAMPED SALT LAKE WAS ESTABLISHED.  DISTANCES FROM BOTH
 TU1392'REFERENCE MARKS WERE TAPED AND CHECKED.  IN ADDITION AZIMUTHS
 TU1392'WERE COMPUTED TREATING RM2 AS AN ECCENTRIC STATION.  A
 TU1392'THEODOLITE WAS SET UP ON RM2 AND STATION SALT LAKE WAS LINED IN.
 TU1392'
 TU1392'FURTHER DESCRIPTION OF THE STATION AT THIS TIME IS NOT
 TU1392'CONSIDERED ADVISABLE DUE TO WAR CONDITIONS.  U.S.E.D., TERRITORIAL
 TU1392'SURVEYORS OFFICE, AND THE U.S.C. AND G.S. REPRESENTATIVES ARE
 TU1392'FAMILIAR WITH PRESENT LOCATION.
 TU1392
 TU1392                          STATION RECOVERY (1960)
 TU1392
 TU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1392'THE STATION MARK WAS RECOVERED.  FOLLOWING IS A NEW AND
 TU1392'COMPLETE DESCRIPTION.
 TU1392'
 TU1392'THE STATION IS ABOUT 3-1/2 MILES EAST AND 3 MILES NORTH OF THE
 TU1392'PEARL HARBOR ENTRANCE, 3/4 MILE NORTH OF SALT LAKE.  IN THE
 TU1392'ALIAMANU MILITARY RESERVATION, ON ALIAMANU CRATER SUMMIT, IT
 TU1392'IS A 485 FOOT HILL AND IS EASILY IDENTIFIED BY A SCAR ON THE
 TU1392'SOUTHEAST SLOPE.
 TU1392'
 TU1392'TO REACH FROM THE TRIPLER ARMY HOSPITAL ENTRANCE, GO NORTHERLY
 TU1392'ON STATE HIGHWAY 72 FOR 0.8 MILE TO A SIDE ROAD LEFT AND SIGN
 TU1392'ON THE LEFT ALIAMANU MILITARY RESERVATION, TURN LEFT FOR 0.25
 TU1392'MILE TO GATE AND OFFICE, DIRECTIONS AND KEYS TO LOCKED GATES
 TU1392'ENROUTE TO THE STATION MAY BE OBTAINED.
 TU1392'
 TU1392'STATION MARK IS A STANDARD DISK, STAMPED SALT LAKE 1873 1942,
 TU1392'CEMENTED IN A DRILL HOLE IN THE TOP OF AMMUNITION BUNKER
 TU1392'NUMBER 121.  IT IS 13 FEET SOUTH OF THE CENTER OF THE DOOR TO
 TU1392'THE BUNKER.
 TU1392'
 TU1392'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SALT LAKE NO 3
 TU1392'1873 1942, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 TU1392'IS 47 FEET SOUTHEAST OF THE CENTER OF THE DOOR.
 TU1392'
 TU1392'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED SALT LAKE NO 4
 TU1392'1873 1942, CEMENTED IN A DRILL HOLE IN THE WEST CORNER OF THE
 TU1392'BUNKER.  IT IS 22 FEET WEST-SOUTHWEST OF THE CENTER OF THE DOOR.
 TU1392
 TU1392                          STATION RECOVERY (1963)
 TU1392
 TU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1392'STATION MARK AND REFERENCE MARKS TWO, THREE, AND FOUR WERE
 TU1392'RECOVERED IN GOOD CONDITION.  REFERENCE MARK ONE APPARENTLY
 TU1392'DESTROYED DURING CONSTRUCTION ON THE HILL.  ALTHOUGH DESCRIBED
 TU1392'IN 1942 AS MARKED WITH A STANDARD DISK, A CONFLICTING REPORT WAS
 TU1392'FOUND IN THE FILES AT THE HAWAII STATE SURVEY OFFICE, WRITTEN
 TU1392'BY PERSONNEL WHO ASSISTED IN RE-SETTING THE STATION.  FOLLOWING
 TU1392'IS A QUOTE FROM IT--TYPE A MONUMENT BUILT OVER STATION MARK
 TU1392'WAS DESTROYED BY CONTRACTORS.  A TEMPORARY MARK REPLACED BY
 TU1392'LIEUT. CDR. RIGGS, USC AND GS, OVER ROOF OF A CONCRETE
 TU1392'PILLBOX.  A CROSS CUT IN CONCRETE WITH ROOFING NAIL IN
 TU1392'CENTER.  THIS COINCIDES WITH THE 1952 RECOVERY DESCRIPTION
 TU1392'WHICH STATES THAT A CROSS WAS RECOVERED.  THERE IS NO
 TU1392'DEFINITE REPORT AS TO WHEN THE STATION DISK AND REFERENCE
 TU1392'MARKS THREE AND FOUR WERE ESTABLISHED.  A COMPLETE DISCRIPTION
 TU1392'FOLLOWS--
 TU1392'
 TU1392'STATION IS LOCATED ON THE NORTH RIM OF ALIAMANU CRATER, ABOUT
 TU1392'1/2 MILE NORTH OF SALT LAKE, ON THE ALIAMANU MILITARY RESERVATION.
 TU1392'
 TU1392'TO REACH STATION FROM TRIPLER ARMY HOSPITAL ENTRANCE, GO NORTH
 TU1392'ON STATE HIGHWAY 72 FOR 0.8 MILE TO SIGN ON LEFT ALIAMANU
 TU1392'MILITARY RESERVATION, TURN LEFT AND FOLLOW PAVED SIDE ROAD FOR
 TU1392'0.25 MILE TO GUARD GATE.  PERMISSION AND DIRECTIONS FOR REACHING
 TU1392'STATION MAY BE OBTAINED HERE.
 TU1392'
 TU1392'STATION MARK IS A STANDARD DISK STAMPED SALT LAKE 1873 1942,
 TU1392'CEMENTED IN A DRILL HOLE IN THE ROOF OF A CONCRETE PILLBOX-.  11
 TU1392'FEET NORTHWEST OF A WOODEN ANTENNA POLE, 15.5 FEET NORTH-NORTHWEST
 TU1392'OF THE SOUTHEAST CORNER OF THE ROOF, AND ABOUT 5 INCHES
 TU1392'BENEATH DIRT COVER ON ROOF.
 TU1392'
 TU1392'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SALT LAKE
 TU1392'NO 2 CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP ALONG RIDGE
 TU1392'TOP, 2.7 FEET NORTH OF POWER POLE AND 0.56 FOOT HIGHER THAN
 TU1392'STATION MARK.
 TU1392'
 TU1392'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED SALT
 TU1392'LAKE NO 3 1873 1942, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH
 TU1392'WITH GROUND.  1 FOOT NORTHWEST OF AN IRON PIN, 29.3 FEET
 TU1392'SOUTHEAST OF THE WOODEN ANTENNA POLE AND 1 FOOT HIGHER THAN
 TU1392'STATION MARK.
 TU1392'
 TU1392'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED SALT
 TU1392'LAKE NO 4 1873 1942, CEMENTED IN A DRILL HOLE IN THE PILLBOX
 TU1392'ROOF.  30 INCHES EAST-SOUTHEAST OF ROOF CORNER AND 0.3 FOOT
 TU1392'LOWER THAN STATION MARK.
 TU1392
 TU1392                          STATION RECOVERY (1969)
 TU1392
 TU1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1392'STATION MARK, REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED AND
 TU1392'FOUND IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE
 TU1392'DESCRIPTION--
 TU1392'
 TU1392'STATION IS LOCATED ON THE NORTH RIM OF ALIAMANO CRATER, 3/4
 TU1392'MILE WEST OF THE U.S. ARMY TRIPLER HOSPITAL, 1-2 MILE NORTH OF
 TU1392'SALT LAKE AND ON THE ALIAMANO MILITARY RESERVATION.
 TU1392'
 TU1392'TO REACH FROM THE INTERSECTION OF THE ENTRANCE TO TRIPLER
 TU1392'HOSPITAL AND STATE HIGHWAY 72, GO NORTH ON STATE HIGHWAY 72
 TU1392'FOR 0.8 MILE TO A SIGN ON THE LEFT ALIAMANO MILITARY
 TU1392'RESERVATION.  (TO GET CLEARANCE AND KEY TO THE STATION, TURN LEFT
 TU1392'AND FOLLOW PAVED ROAD WESTERLY FOR 0.25 MILE TO GUARD
 TU1392'GATE.) CONTINUE ON THE HIGHWAY FOR 0.35 MILE TO A SIDE ROAD
 TU1392'AND PARKING AREA ON THE LEFT SIDE OF THE HIGHWAY, TURN LEFT,
 TU1392'CROSSING THE SOUTH BOUND LANE OF TRAFFIC AND FOLLOW PAVED ROAD
 TU1392'AROUND THE NORTH SIDE OF THE PARKING AREA FOR 0.15 MILE TO A
 TU1392'LOCKED GATE, PASS THROUGH THE GATE AND UPHILL ON THE NARROW
 TU1392'ROAD FOR 0.35 MILE TO THE END OF THE ROAD JUST BELOW THE
 TU1392'STATION AND A CONCRETE STAIRWAY LEADING TO THE TOP OF THE HILL
 TU1392'AND THE STATION.
 TU1392'
 TU1392'STATION MARK IS A STANDARD DISK, STAMPED SALT LAKE 1873 1942,
 TU1392'CEMENTED IN A DRILL HOLE IN THE ROOF OF A CONCRETE PILLBOX.  IT
 TU1392'IS 27.0 FEET EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 TU1392'PILLBOX, 15.5 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER
 TU1392'OF THE PILLBOX AND 11.0 FEET NORTHWEST OF A LARGE ANTENNA POLE.
 TU1392'
 TU1392'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALT LAKE NO 2,
 TU1392'CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH PROJECTS ABOUT
 TU1392'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.0 FEET NORTH OF A
 TU1392'LIGHT POLE.
 TU1392'
 TU1392'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SALT LAKE NO 3
 TU1392'1873 1942, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS
 TU1392'FLUSH WITH THE GROUND SURFACE.  IT IS 30.0 FEET WEST OF A LIGHT
 TU1392'POLE AND 29.0 FEET EAST OF THE ANTENNA POLE.
 TU1392'
 TU1392'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED SALT LAKE NO 4
 TU1392'1873 1942, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 TU1392'THE ROOF OF THE CONCRETE PILLBOX.  IT IS 2.5 FEET EAST-SOUTHEAST
 TU1392'OF THE SOUTHWEST CORNER OF THE PILLBOX AND ABOUT THE SAME
 TU1392'ELEVATION AS THE STATION.
 TU1392'
 TU1392'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO LOCATION.
 TU1392'
 TU1392'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 TU1392'
 TU1392'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1392'3/4 MILE WEST OF TRIPLER HOSPITAL.
 TU1392
 TU1392                          STATION RECOVERY (1973)
 TU1392
 TU1392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 TU1392'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN
 TU1392'GOOD CONDITION AND AS DECRIBED IN THE 1969 RECOVERY NOTE BY
 TU1392'C.A.A.  THE DISTANCES AND DIRECTIONS TO REFERENCE MARKS 3 AND 4
 TU1392'CHECKED FAVORABLY.  REFERENCE MARK 2 HAS BEEN LOST.  THE 1969
 TU1392'ROUTE TO THE STATION IS ADEQUATE, HOWEVER, THERE IS EXTENSIVE
 TU1392'ROAD CONSTRUCTION IN THE IMMEDIATE AREA OF THE STATION HILL
 TU1392'AND UPON COMPLETION A NEW ROUTE TO THE STATION WILL BE
 TU1392'REQUIRED.  THE STATION IS ON A HILL LOCALLY KNOWN AS RED HILL.
 TU1392'
 TU1392'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET
 TU1392'
 TU1392'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1392'3/4 MILE WEST OF TRIPLER HOSPITAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1812 ***********************************************************************
 TU1812  DESIGNATION -  SAND
 TU1812  PID         -  TU1812
 TU1812  STATE/COUNTY-  HI/KAUAI
 TU1812  USGS QUAD   -  HANAPEPE (1996)
 TU1812
 TU1812                         *CURRENT SURVEY CONTROL
 TU1812  ___________________________________________________________________
 TU1812* NAD 83(1993)-  21 54 13.56743(N)    159 35 20.29616(W)     ADJUSTED  
 TU1812* LOCAL TIDAL -                                                        
 TU1812  ___________________________________________________________________
 TU1812  EPOCH DATE  -        1993.62
 TU1812  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 TU1812  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1812
 TU1812  HORZ ORDER  -  THIRD
 TU1812
 TU1812.The horizontal coordinates were established by classical geodetic methods
 TU1812.and adjusted by the National Geodetic Survey in December 1998..
 TU1812.The horizontal coordinates are valid at the epoch date displayed above.
 TU1812.The epoch date for horizontal control is a decimal equivalence
 TU1812.of Year/Month/Day.
 TU1812
 TU1812
 TU1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1812
 TU1812.The geoid height was determined by GEOID03.
 TU1812
 TU1812;                    North         East     Units Scale Factor Converg.
 TU1812;SPC HI 4     -     7,801.791   490,806.551   MT  0.99999104   -0 01 59.5
 TU1812;UTM  04      - 2,422,292.215   439,164.191   MT  0.99964573   -0 13 11.0
 TU1812
 TU1812                          SUPERSEDED SURVEY CONTROL
 TU1812
 TU1812  NAD 83(1986)-  21 54 13.53974(N)    159 35 20.31589(W) AD(       ) 4
 TU1812  OLD HI      -  21 54 24.80000(N)    159 35 30.35000(W) AD(       ) 3
 TU1812
 TU1812.Superseded values are not recommended for survey control.
 TU1812.NGS no longer adjusts projects to the OLD HI datum.
 TU1812.See file dsdata.txt to determine how the superseded data were derived.
 TU1812
 TU1812_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3916422292(NAD 83)
 TU1812
 TU1812  HISTORY     - Date     Condition        Report By
 TU1812  HISTORY     - 1904     MONUMENTED       CGS
 TU1812  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1812
 TU1812                          STATION DESCRIPTION
 TU1812
 TU1812'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (HDK)
 TU1812'ON SOUTH COAST OF KAUAI, ON A BLUFF AT THE MOUTH OF THE HANAPEPE
 TU1812'RIVER, ABOUT 450 METERS NORTH BY WEST FROM THE ELEELE DOCK, AND
 TU1812'AT THE END OF A RAILROAD RUNNING ALONG THE BLUFF FROM THE
 TU1812'DOCK.  STATION IS ABOUT 10 METERS FROM EDGE OF BLUFF AND ABOUT 35
 TU1812'FEET ABOVE HIGH WATER.  MARKED BY LARGE TRIPOD STRUCTURE USED BY
 TU1812'THE MC BRYDE PLANTATION FOR RAISING SAND ONTO BLUFF FROM SANDY
 TU1812'BEACH ON WESTERN SHORE OF RIVER.
 TU1812
 TU1812                          STATION RECOVERY (1965)
 TU1812
 TU1812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1812'STATION IS GONE.  THE RAILROAD IS GONE, AS WELL AS THE SAND LOADING
 TU1812'INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1883 ***********************************************************************
 TU1883  DESIGNATION -  SAND
 TU1883  PID         -  TU1883
 TU1883  STATE/COUNTY-  HI/KAUAI
 TU1883  USGS QUAD   -  
 TU1883
 TU1883                         *CURRENT SURVEY CONTROL
 TU1883  ___________________________________________________________________
 TU1883* NAD 83(1993)-  21 55 35.99593(N)    160 10 36.22573(W)     ADJUSTED  
 TU1883* LOCAL TIDAL -                                                        
 TU1883  ___________________________________________________________________
 TU1883  EPOCH DATE  -        1993.62
 TU1883  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 TU1883  GEOID HEIGHT-          14.58  (meters)                     GEOID03
 TU1883
 TU1883  HORZ ORDER  -  THIRD
 TU1883
 TU1883.The horizontal coordinates were established by classical geodetic methods
 TU1883.and adjusted by the National Geodetic Survey in December 1998..
 TU1883.The horizontal coordinates are valid at the epoch date displayed above.
 TU1883.The epoch date for horizontal control is a decimal equivalence
 TU1883.of Year/Month/Day.
 TU1883
 TU1883
 TU1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1883
 TU1883.The geoid height was determined by GEOID03.
 TU1883
 TU1883;                    North         East     Units Scale Factor Converg.
 TU1883;SPC HI 5     -    28,789.070   498,960.370   MT  1.00000001   -0 00 13.5
 TU1883;UTM  04      - 2,425,175.968   378,468.447   MT  0.99978250   -0 26 22.1
 TU1883
 TU1883                          SUPERSEDED SURVEY CONTROL
 TU1883
 TU1883  NAD 83(1986)-  21 55 35.94402(N)    160 10 36.25401(W) AD(       ) 4
 TU1883  OLD HI      -  21 55 47.24000(N)    160 10 46.39000(W) AD(       ) 3
 TU1883
 TU1883.Superseded values are not recommended for survey control.
 TU1883.NGS no longer adjusts projects to the OLD HI datum.
 TU1883.See file dsdata.txt to determine how the superseded data were derived.
 TU1883
 TU1883_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QCK7846825176(NAD 83)
 TU1883
 TU1883  HISTORY     - Date     Condition        Report By
 TU1883  HISTORY     - 1926     MONUMENTED       CGS
 TU1883
 TU1883                          STATION DESCRIPTION
 TU1883
 TU1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1883'ON NORTHWEST SHORE OF NIIHAU ISLAND, ON THE HIGHEST POINT OF THE
 TU1883'HIGHEST SAND DUNE, BARE ON ITS NORTHWEST SIDE.  ABOUT 7 MILES
 TU1883'SOUTHWEST OF LEHUA ISLAND.  NOT MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2936 ***********************************************************************
 TU2936  DESIGNATION -  SAND
 TU2936  PID         -  TU2936
 TU2936  STATE/COUNTY-  HI/MAUI
 TU2936  USGS QUAD   -  MAALAEA (1996)
 TU2936
 TU2936                         *CURRENT SURVEY CONTROL
 TU2936  ___________________________________________________________________
 TU2936* NAD 83(1993)-  20 44 11.89882(N)    156 27 22.24004(W)     ADJUSTED  
 TU2936* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2936  ___________________________________________________________________
 TU2936  EPOCH DATE  -        1993.62
 TU2936  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 TU2936  GEOID HEIGHT-          16.59  (meters)                     GEOID03
 TU2936
 TU2936  HORZ ORDER  -  THIRD
 TU2936
 TU2936.The horizontal coordinates were established by classical geodetic methods
 TU2936.and adjusted by the National Geodetic Survey in December 1998..
 TU2936.The horizontal coordinates are valid at the epoch date displayed above.
 TU2936.The epoch date for horizontal control is a decimal equivalence
 TU2936.of Year/Month/Day.
 TU2936
 TU2936.The orthometric height was scaled from a topographic map.
 TU2936
 TU2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2936
 TU2936.The geoid height was determined by GEOID03.
 TU2936
 TU2936;                    North         East     Units Scale Factor Converg.
 TU2936;SPC HI 2     -    44,663.112   521,922.078   MT  0.99997260   +0 04 28.3
 TU2936;UTM  04      - 2,295,084.267   764,903.047   MT  1.00046732   +0 54 04.4
 TU2936
 TU2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2936!SPC HI 2     -   0.99999724  x   0.99997260  =   0.99996984
 TU2936!UTM  04      -   0.99999724  x   1.00046732  =   1.00046455
 TU2936
 TU2936:                Primary Azimuth Mark                     Grid Az
 TU2936:SPC HI 2     -  KIHEI MILL                               000 52 45.4
 TU2936:UTM  04      -  KIHEI MILL                               000 03 09.3
 TU2936
 TU2936|---------------------------------------------------------------------|
 TU2936| PID    Reference Object                     Distance      Geod. Az  |
 TU2936|                                                           dddmmss.s |
 TU2936| TU2982 KIHEI MILL                          APPROX. 4.9 KM 0005713.7 |
 TU2936| TU2929 PATCH                               APPROX. 3.7 KM 1642123.0 |
 TU2936| TU2945 SHIP                                APPROX. 6.5 KM 1685758.5 |
 TU2936| TU2931 PUU OLAI 1879                       APPROX.11.1 KM 1755908.4 |
 TU2936| TU3160 KAHOOLAWE HYDROGRAPHIC              APPROX.23.4 KM 2153856.5 |
 TU2936| TU3095 OLOWALU STACK                       APPROX.19.1 KM 2950251.9 |
 TU2936| TU3077 LAU                                 APPROX. 8.5 KM 3155407.8 |
 TU2936| TU3074 LEW                                 APPROX. 8.3 KM 3204505.5 |
 TU2936| TU2994 CAMP                                APPROX. 7.9 KM 3282658.5 |
 TU2936| TU2993 ROAD                                APPROX. 7.2 KM 3344547.8 |
 TU2936| TU2988 KIHEI STACK PIPE                    APPROX. 5.4 KM 3555722.0 |
 TU2936|---------------------------------------------------------------------|
 TU2936
 TU2936                          SUPERSEDED SURVEY CONTROL
 TU2936
 TU2936  NAD 83(1986)-  20 44 11.86710(N)    156 27 22.22927(W) AD(       ) 3
 TU2936  OLD HI      -  20 44 23.38600(N)    156 27 32.37700(W) AD(       ) 3
 TU2936
 TU2936.Superseded values are not recommended for survey control.
 TU2936.NGS no longer adjusts projects to the OLD HI datum.
 TU2936.See file dsdata.txt to determine how the superseded data were derived.
 TU2936
 TU2936_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6490395084(NAD 83)
 TU2936_MARKER: W = UNMONUMENTED
 TU2936_SETTING: 0 = UNSPECIFIED SETTING
 TU2936
 TU2936  HISTORY     - Date     Condition        Report By
 TU2936  HISTORY     - UNK      MONUMENTED
 TU2936  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU2936
 TU2936                          STATION DESCRIPTION
 TU2936
 TU2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU2936'SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3466 ***********************************************************************
 TU3466  DESIGNATION -  SAND 1950
 TU3466  PID         -  TU3466
 TU3466  STATE/COUNTY-  HI/MAUI
 TU3466  USGS QUAD   -  
 TU3466
 TU3466                         *CURRENT SURVEY CONTROL
 TU3466  ___________________________________________________________________
 TU3466* NAD 83(1993)-  21 13 01.59016(N)    157 15 31.32205(W)     ADJUSTED  
 TU3466* LOCAL TIDAL -        21.     (meters)      69.     (feet)  VERT ANG  
 TU3466  ___________________________________________________________________
 TU3466  EPOCH DATE  -        1993.62
 TU3466  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 TU3466  GEOID HEIGHT-          14.95  (meters)                     GEOID03
 TU3466
 TU3466  HORZ ORDER  -  SECOND
 TU3466
 TU3466.The horizontal coordinates were established by classical geodetic methods
 TU3466.and adjusted by the National Geodetic Survey in December 1998..
 TU3466.The horizontal coordinates are valid at the epoch date displayed above.
 TU3466.The epoch date for horizontal control is a decimal equivalence
 TU3466.of Year/Month/Day.
 TU3466
 TU3466.The orthometric height was determined by vertical angle observations.
 TU3466.No vertical observational check was made to the station.
 TU3466
 TU3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3466
 TU3466.The geoid height was determined by GEOID03.
 TU3466
 TU3466;                    North         East     Units Scale Factor Converg.
 TU3466;SPC HI 2     -    97,958.053   438,536.685   MT  1.00001333   -0 12 51.4
 TU3466;UTM  04      - 2,347,170.032   680,728.868   MT  1.00000364   +0 37 49.3
 TU3466
 TU3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3466!SPC HI 2     -   0.99999435  x   1.00001333  =   1.00000768
 TU3466!UTM  04      -   0.99999435  x   1.00000364  =   0.99999799
 TU3466
 TU3466:                Primary Azimuth Mark                     Grid Az
 TU3466:SPC HI 2     -  KAEO                                     098 27 49.2
 TU3466:UTM  04      -  KAEO                                     097 37 08.5
 TU3466
 TU3466|---------------------------------------------------------------------|
 TU3466| PID    Reference Object                     Distance      Geod. Az  |
 TU3466|                                                           dddmmss.s |
 TU3466| TU3447 KAEO                                APPROX. 3.1 KM 0981457.8 |
 TU3466| TU3464 ILIO PT COAST GUARD LORAN MAST      265.925 METERS 10849     |
 TU3466|---------------------------------------------------------------------|
 TU3466
 TU3466                          SUPERSEDED SURVEY CONTROL
 TU3466
 TU3466  NAD 83(1986)-  21 13 01.54919(N)    157 15 31.27719(W) AD(       ) 2
 TU3466  OLD HI      -  21 13 13.01800(N)    157 15 41.42500(W) AD(       ) 2
 TU3466
 TU3466.Superseded values are not recommended for survey control.
 TU3466.NGS no longer adjusts projects to the OLD HI datum.
 TU3466.See file dsdata.txt to determine how the superseded data were derived.
 TU3466
 TU3466_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8072947170(NAD 83)
 TU3466
 TU3466  HISTORY     - Date     Condition        Report By
 TU3466  HISTORY     - 1950     MONUMENTED       CGS
 TU3466  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3466  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3466
 TU3466                          STATION DESCRIPTION
 TU3466
 TU3466'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3466'STATION IS LOCATED NEAR THE NE CORNER OF MOLOKAI ISLAND, NEAR THE
 TU3466'EXTREME W END OF ILIO POINT, ON A PROMINENT SAND POINT, ABOUT 700
 TU3466'FT. IN FROM THE SHORE, AND ON GOVERNMENT OWNED LAND AT THE PROPOSED
 TU3466'SITE OF A U.S. COAST GUARD LORAN STATION.  IT IS A
 TU3466'1-IN. GALVANIZED-IRON PIPE DRIVEN INTO THE GROUND, PROJECTING 8
 TU3466'IN. AND PAINTED WHITE.  THE CENTER OF THE PIPE IS THE STATION.
 TU3466'
 TU3466'NO REFERENCE MARKS WERE SET.
 TU3466
 TU3466                          STATION RECOVERY (1960)
 TU3466
 TU3466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HJS)
 TU3466'THE STATION IS LOCATED ON ILIO PT. AND ABOUT 300 YARDS WEST OF THE
 TU3466'COAST GUARD STATION ON A SMALL SANDY KNOLL.
 TU3466'
 TU3466'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD SHAPE NO
 TU3466'REFERENCE MARKS WERE SET.  A COMPLETE DESCRIPTION FOLLOWS.
 TU3466'
 TU3466'TO REACH THE STATION FROM THE POST OFFICE IN KAUNAKAKAI, JUST
 TU3466'NORTH OF JUNCTIONS OF STATE HIGHWAYS 45 AND 46, GO WESTERLY ON
 TU3466'STATE HIGHWAY 46 FOR 7.1 TO A FORK AND SIGN MAUNA LOA.  KEEP ON
 TU3466'HIGHWAY 46 FOR 5.75 MILES TO A DIRT CROSSROAD AT THE TOP OF THE
 TU3466'GRADE, AND SIGN ON THE LEFT UNITED STATES COAST GUARD.  TURN
 TU3466'RIGHT AND GO NORTHWEST ON THE GRADED ROAD FOR 0.65 MILE THROUGH
 TU3466'THE PINEAPPLE FIELD TO A LOCKED GATE.  PASS THROUGH THE GATE
 TU3466'AND FOLLOW THE COAST GUARD ROAD FOR 4.15 MILES TO A BOARD GATE,
 TU3466'JUST AFTER PASSING CORRALS AND LOADING PENS, CONTINUE ON COAST
 TU3466'GUARD ROAD FOR 0.65 MILE TO A FORK, KEEP LEFT FORK LEADING TO THE
 TU3466'COAST GUARD STATION FOR 1.3 MILES TO A CONCRETE WATER TANK ON
 TU3466'THE RIGHT, CONTINUE ON COAST GUARD ROAD FOR 2.8 MILES AND
 TU3466'JUST BEFORE REACHING THE COAST GUARD STATION TURN SHARP
 TU3466'RIGHT TO THE TOP OF A SMALL SAND KNOLL AND THE STATION.
 TU3466'
 TU3466'THE STATION IS A STANDARD DISK STAMPED, SAND 1950, SET IN THE TOP
 TU3466'OF A CONCRETE POST THAT IS 6 BY 6 INCHES SQUARE AND PROJECTS 4
 TU3466'INCHES.
 TU3466
 TU3466                          STATION RECOVERY (1967)
 TU3466
 TU3466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3466'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3466'
 TU3466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3466'7-1/4 MILES NW OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2392 ***********************************************************************
 TU2392  DESIGNATION -  SAND HILL
 TU2392  PID         -  TU2392
 TU2392  STATE/COUNTY-  HI/HAWAII
 TU2392  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2392
 TU2392                         *CURRENT SURVEY CONTROL
 TU2392  ___________________________________________________________________
 TU2392* NAD 83(1993)-  19 23 34.53192(N)    155 17 29.17355(W)     ADJUSTED  
 TU2392* LOCAL TIDAL -      1121.66   (meters)    3680.0    (feet)  LEVELING  
 TU2392  ___________________________________________________________________
 TU2392  EPOCH DATE  -        1993.62
 TU2392  LAPLACE CORR-         -12.58  (seconds)                    DEFLEC99
 TU2392  GEOID HEIGHT-          22.61  (meters)                     GEOID03
 TU2392
 TU2392  HORZ ORDER  -  FIRST
 TU2392  VERT ORDER  -  THIRD
 TU2392
 TU2392.The horizontal coordinates were established by classical geodetic methods
 TU2392.and adjusted by the National Geodetic Survey in December 1998..
 TU2392.The horizontal coordinates are valid at the epoch date displayed above.
 TU2392.The epoch date for horizontal control is a decimal equivalence
 TU2392.of Year/Month/Day.
 TU2392
 TU2392.The orthometric height was determined by differential leveling.
 TU2392.The vertical network tie was performed by a horz. field party for horz.
 TU2392.obs reductions. Reset procedures were used to establish the elevation.
 TU2392
 TU2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2392
 TU2392.The geoid height was determined by GEOID03.
 TU2392
 TU2392;                    North         East     Units Scale Factor Converg.
 TU2392;SPC HI 1     -    61,954.356   521,907.256   MT  0.99997260   +0 04 09.3
 TU2392;UTM  05      - 2,145,903.193   259,347.872   MT  1.00031592   -0 45 40.4
 TU2392
 TU2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2392!SPC HI 1     -   0.99982016  x   0.99997260  =   0.99979276
 TU2392!UTM  05      -   0.99982016  x   1.00031592  =   1.00013602
 TU2392
 TU2392                          SUPERSEDED SURVEY CONTROL
 TU2392
 TU2392  NAD 83(1986)-  19 23 34.51591(N)    155 17 29.21031(W) AD(       ) 1
 TU2392  OLD HI      -  19 23 45.38885(N)    155 17 39.21237(W) AD(       ) 1
 TU2392
 TU2392.Superseded values are not recommended for survey control.
 TU2392.NGS no longer adjusts projects to the OLD HI datum.
 TU2392.See file dsdata.txt to determine how the superseded data were derived.
 TU2392
 TU2392_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5934845903(NAD 83)
 TU2392_MARKER: DB = BENCH MARK DISK
 TU2392_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU2392_SP_SET: UNSPECIFIED ROCK
 TU2392_STAMPING: HAWAII SAND HILL
 TU2392_MARK LOGO: USGS  
 TU2392_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2392
 TU2392  HISTORY     - Date     Condition        Report By
 TU2392  HISTORY     - 1977     MONUMENTED       USGS
 TU2392  HISTORY     - 1977     GOOD             NGS
 TU2392
 TU2392                          STATION DESCRIPTION
 TU2392
 TU2392'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LAC)
 TU2392'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE NATIONAL VOLCANO
 TU2392'OBSERVATORY, 1/2 MILE SOUTH OF THE SOUTH RIM OF THE KILAUEA CRATER
 TU2392'AND ON PROPERTY OWNED BY THE HAWAII VOLCANOES NATIONAL PARK.
 TU2392'
 TU2392'TO REACH THE STATION FROM THE ENTRANCE TO THE NATIONAL VOLCANO
 TU2392'OBSERVATORY (WHICH IS ON THE WEST RIM OF KILAUEA CRATER), GO SOUTH
 TU2392'AND EAST ON A PAVED ROAD FOR 2.05 MILES TO A TRACK ROAD RIGHT AT
 TU2392'A HIGHWAY CURVE SIGN.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON THE
 TU2392'TRACK ROAD FOR ABOUT 200 FEET TO THE TOP OF A LOW RIDGE AND A
 TU2392'ROCK CAIRN ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON A TRACK
 TU2392'ROAD FOR 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 TU2392'SOUTHEAST OF THE TRACK ROAD FOR 0.25 MILE TO A TRACK ROAD RIGHT.
 TU2392'TURN RIGHT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.05 MILE TO THE
 TU2392'TOP OF A CINDER RIDGE AND STATION AS DESCRIBED.
 TU2392'
 TU2392'STATION MARK, STAMPED HAWAII SAND HILL, IS A USGS BENCH MARK
 TU2392'DISK SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 1 FOOT
 TU2392'IN DIAMETER AND ABOUT 3 INCHES BELOW THE GROUND SURFACE.  IT IS
 TU2392'2 FEET NORTH OF A ROCK CAIRN AND A METAL POST DRIVEN INTO THE
 TU2392'GROUND.  (NOTE DESC.)
 TU2392'
 TU2392'NOTE--A TRAVERSE CONNECTION WAS MADE TO THIS STATION FROM HVO
 TU2392'119 USGS THE DISTANCE BEING 1.157 METERS OR 3.80 FEET.
 TU2392'
 TU2392'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2392'
 TU2392'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2392'2 MILES SOUTH OF THE NATIONAL VOLCANO OBSERVATORY.
 TU2392
 TU2392                          STATION RECOVERY (1977)
 TU2392
 TU2392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 TU2392'THE FOLLOWING TEXT IS FROM A 1977 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2392'THE STATION IS LOCATED ABOUT 2 MILES (3.2 KM) SOUTH OF THE NATIONAL
 TU2392'VOLCANO OBSERVATORY, 0.5 MILE (0.8 KM) SOUTH OF THE SOUTH RIM OF THE
 TU2392'KILAUEA CRATER AND ON PROPERTY OWNED BY THE HAWAII VOLCANOES NATIONAL
 TU2392'PARK. TO REACH THE STATION FROM THE ENTRANCE TO THE NATIONAL VOLCANO
 TU2392'OBSERVATORY (WHICH IS ON THE WEST RIM OF KILAUEA CRATER), GO SOUTH
 TU2392'AND EAST ON A PAVED ROAD FOR 2.05 MILES (3.30 KM) TO A TRACK ROAD
 TU2392'RIGHT AT A HIGHWAY CURVE SIGN.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON
 TU2392'THE TRACK ROAD FOR ABOUT 200 FEET (61.0 M) TO THE TOP OF A LOW RIDGE
 TU2392'AND A ROCK CAIRN ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON A TRACK
 TU2392'ROAD FOR 0.05 MILE (0.08 KM) TO A FORK.  TAKE THE LEFT FORK AND
 TU2392'CONTINUE SOUTHEAST OF THE TRACK ROAD FOR 0.25 MILE (0.40 KM) TO A
 TU2392'TRACK ROAD RIGHT. TURN RIGHT AND GO SOUTHWEST ON THE TRACK ROAD FOR
 TU2392'0.05 MILE (0.08 KM) TO THE TOP OF A CINDER RIDGE AND STATION AS
 TU2392'DESCRIBED. STATION MARK, STAMPED HAWAII SAND HILL, IS A USGS BENCH
 TU2392'MARK DISK SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 1 FOOT
 TU2392'(0.3 M) IN DIAMETER AND ABOUT 3 INCHES BELOW THE GROUND SURFACE.  IT
 TU2392'IS 2 FEET (0.6 M) NORTH OF A ROCK CAIRN AND A METAL POST DRIVEN INTO
 TU2392'THE GROUND.  NOTE, FROM 1958 USGS DESCRIPTION--ON SW PART OF FLAT
 TU2392'TOPPED LOW HILL OF VOLCANIC SAND, IN SUNKEN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2123 ***********************************************************************
 TU2123  DESIGNATION -  SAND HILL 1914
 TU2123  PID         -  TU2123
 TU2123  STATE/COUNTY-  HI/HAWAII
 TU2123  USGS QUAD   -  PAHOA NORTH (1997)
 TU2123
 TU2123                         *CURRENT SURVEY CONTROL
 TU2123  ___________________________________________________________________
 TU2123* NAD 83(1993)-  19 33 13.00274(N)    154 52 24.04217(W)     ADJUSTED  
 TU2123* LOCAL TIDAL -        34.     (meters)     112.     (feet)  SCALED    
 TU2123  ___________________________________________________________________
 TU2123  EPOCH DATE  -        1993.62
 TU2123  LAPLACE CORR-         -18.33  (seconds)                    DEFLEC99
 TU2123  GEOID HEIGHT-          13.84  (meters)                     GEOID03
 TU2123
 TU2123  HORZ ORDER  -  THIRD
 TU2123
 TU2123.The horizontal coordinates were established by classical geodetic methods
 TU2123.and adjusted by the National Geodetic Survey in December 1998..
 TU2123.The horizontal coordinates are valid at the epoch date displayed above.
 TU2123.The epoch date for horizontal control is a decimal equivalence
 TU2123.of Year/Month/Day.
 TU2123
 TU2123.The orthometric height was scaled from a topographic map.
 TU2123
 TU2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2123
 TU2123.The geoid height was determined by GEOID03.
 TU2123
 TU2123;                    North         East     Units Scale Factor Converg.
 TU2123;SPC HI 1     -    79,848.507   565,759.319   MT  1.00002010   +0 12 35.1
 TU2123;UTM  05      - 2,163,160.843   303,464.492   MT  1.00007746   -0 37 37.9
 TU2123
 TU2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2123!SPC HI 1     -   0.99999248  x   1.00002010  =   1.00001258
 TU2123!UTM  05      -   0.99999248  x   1.00007746  =   1.00006994
 TU2123
 TU2123                          SUPERSEDED SURVEY CONTROL
 TU2123
 TU2123  NAD 83(1986)-  19 33 12.95835(N)    154 52 24.04848(W) AD(       ) 3
 TU2123  OLD HI      -  19 33 24.77000(N)    154 52 34.13000(W) AD(       ) 3
 TU2123
 TU2123.Superseded values are not recommended for survey control.
 TU2123.NGS no longer adjusts projects to the OLD HI datum.
 TU2123.See file dsdata.txt to determine how the superseded data were derived.
 TU2123
 TU2123_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QLB0346463161(NAD 83)
 TU2123
 TU2123  HISTORY     - Date     Condition        Report By
 TU2123  HISTORY     - 1914     MONUMENTED       CGS
 TU2123
 TU2123                          STATION DESCRIPTION
 TU2123
 TU2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2123'ON EASTERN SHORE OF HAWAII, 5 MILES NORTHWEST OF CAPE KUMAKAHI,
 TU2123'THE HIGHER OF TWO BARE CINDER CONES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2385 ***********************************************************************
 TU2385  DESIGNATION -  SAND HILL 1920
 TU2385  PID         -  TU2385
 TU2385  STATE/COUNTY-  HI/HAWAII
 TU2385  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2385
 TU2385                         *CURRENT SURVEY CONTROL
 TU2385  ___________________________________________________________________
 TU2385* NAD 83(1993)-  19 23 34.59244(N)    155 17 29.21870(W)     ADJUSTED  
 TU2385* LOCAL TIDAL -      1127.75   (meters)    3700.0    (feet)  LEVELING  
 TU2385  ___________________________________________________________________
 TU2385  EPOCH DATE  -        1993.62
 TU2385  LAPLACE CORR-         -12.58  (seconds)                    DEFLEC99
 TU2385  GEOID HEIGHT-          22.61  (meters)                     GEOID03
 TU2385
 TU2385  HORZ ORDER  -  THIRD
 TU2385  VERT ORDER  -  THIRD ?
 TU2385
 TU2385.The horizontal coordinates were established by classical geodetic methods
 TU2385.and adjusted by the National Geodetic Survey in December 1998..
 TU2385.The horizontal coordinates are valid at the epoch date displayed above.
 TU2385.The epoch date for horizontal control is a decimal equivalence
 TU2385.of Year/Month/Day.
 TU2385
 TU2385.The orthometric height was determined by differential leveling.
 TU2385.The vertical network tie was performed by a horz. field party for horz.
 TU2385.obs reductions. Reset procedures were used to establish the elevation.
 TU2385
 TU2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2385
 TU2385.The geoid height was determined by GEOID03.
 TU2385
 TU2385;                    North         East     Units Scale Factor Converg.
 TU2385;SPC HI 1     -    61,956.216   521,905.937   MT  0.99997260   +0 04 09.3
 TU2385;UTM  05      - 2,145,905.072   259,346.579   MT  1.00031593   -0 45 40.4
 TU2385
 TU2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2385!SPC HI 1     -   0.99981920  x   0.99997260  =   0.99979180
 TU2385!UTM  05      -   0.99981920  x   1.00031593  =   1.00013507
 TU2385
 TU2385:                Primary Azimuth Mark                     Grid Az
 TU2385:SPC HI 1     -  AHUA KAMOKUKOLAU                         119 41 32.1
 TU2385:UTM  05      -  AHUA KAMOKUKOLAU                         120 31 21.8
 TU2385
 TU2385|---------------------------------------------------------------------|
 TU2385| PID    Reference Object                     Distance      Geod. Az  |
 TU2385|                                                           dddmmss.s |
 TU2385| TU2377 AHUA KAMOKUKOLAU                    APPROX. 3.1 KM 1194541.4 |
 TU2385|---------------------------------------------------------------------|
 TU2385
 TU2385                          SUPERSEDED SURVEY CONTROL
 TU2385
 TU2385  NAD 83(1986)-  19 23 34.57646(N)    155 17 29.27719(W) AD(       ) 3
 TU2385  OLD HI      -  19 23 46.46000(N)    155 17 39.25800(W) AD(       ) 3
 TU2385
 TU2385.Superseded values are not recommended for survey control.
 TU2385.NGS no longer adjusts projects to the OLD HI datum.
 TU2385.See file dsdata.txt to determine how the superseded data were derived.
 TU2385
 TU2385_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5934745905(NAD 83)
 TU2385_MARKER: Z = SEE DESCRIPTION
 TU2385_SETTING: 0 = UNSPECIFIED SETTING
 TU2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2385+SATELLITE: SATELLITE OBSERVATIONS - 1986
 TU2385
 TU2385  HISTORY     - Date     Condition        Report By
 TU2385  HISTORY     - 1920     MONUMENTED       USGS
 TU2385  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2385  HISTORY     - 1986     GOOD
 TU2385
 TU2385                          STATION DESCRIPTION
 TU2385
 TU2385'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2385'IN SOUTHEAST HAWAII, 1 MILE SOUTHWEST OF HALEMAUMAU, ON THE
 TU2385'SOUTHWEST RIM OF KILAUEA, ON THE SOUTHWEST PART OF FLAT-TOPPED
 TU2385'LOW HILL OF VOLCANIC SAND.  MARK, A BRONZE TABLET CEMENTED IN
 TU2385'SUNKEN ROCK, AND A SMALL CAIRN OF ROCK CENTERED OVER IT.
 TU2385
 TU2385                          STATION RECOVERY (1967)
 TU2385
 TU2385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2385'STATION WAS SEARCHED FOR BUT NOT FOUND.  THERE IS A HOLE IN THE
 TU2385'GROUND AT THE APPROXIMATE LOCATION.
 TU2385
 TU2385                          STATION RECOVERY (1986)
 TU2385
 TU2385'RECOVERED 1986
 TU2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1357 ***********************************************************************
 TU1357  DESIGNATION -  SAND IS ARTILLERY FIRE CONT TR
 TU1357  PID         -  TU1357
 TU1357  STATE/COUNTY-  HI/HONOLULU
 TU1357  USGS QUAD   -  HONOLULU (1983)
 TU1357
 TU1357                         *CURRENT SURVEY CONTROL
 TU1357  ___________________________________________________________________
 TU1357* NAD 83(1993)-  21 18 05.43361(N)    157 52 26.49387(W)     ADJUSTED  
 TU1357* LOCAL TIDAL -                                                        
 TU1357  ___________________________________________________________________
 TU1357  EPOCH DATE  -        1993.62
 TU1357  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 TU1357  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1357
 TU1357  HORZ ORDER  -  THIRD
 TU1357
 TU1357.The horizontal coordinates were established by classical geodetic methods
 TU1357.and adjusted by the National Geodetic Survey in December 1998..
 TU1357.The horizontal coordinates are valid at the epoch date displayed above.
 TU1357.The epoch date for horizontal control is a decimal equivalence
 TU1357.of Year/Month/Day.
 TU1357
 TU1357
 TU1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1357
 TU1357.The geoid height was determined by GEOID03.
 TU1357
 TU1357;                    North         East     Units Scale Factor Converg.
 TU1357;SPC HI 3     -    14,934.862   513,070.953   MT  0.99999211   +0 02 44.7
 TU1357;UTM  04      - 2,355,934.020   616,790.086   MT  0.99976855   +0 24 32.7
 TU1357
 TU1357                          SUPERSEDED SURVEY CONTROL
 TU1357
 TU1357  NAD 83(1986)-  21 18 05.38302(N)    157 52 26.50318(W) AD(       ) 4
 TU1357  OLD HI      -  21 18 16.76500(N)    157 52 36.37500(W) AD(       ) 3
 TU1357
 TU1357.Superseded values are not recommended for survey control.
 TU1357.NGS no longer adjusts projects to the OLD HI datum.
 TU1357.See file dsdata.txt to determine how the superseded data were derived.
 TU1357
 TU1357_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1679055934(NAD 83)
 TU1357
 TU1357  HISTORY     - Date     Condition        Report By
 TU1357  HISTORY     - 1963     MONUMENTED       CGS
 TU1357  HISTORY     - 19990926 GOOD             USPSQD
 TU1357
 TU1357                          STATION DESCRIPTION
 TU1357
 TU1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1357'NEAR THE SOUTHEAST END OF SAND ISLAND, ABOUT 1400 FEET NORTHWEST
 TU1357'FROM SOUTHEAST CORNER OF ISLAND AND 500 FEET NORTHEAST OF
 TU1357'SHORELINE.  STATION IS THE 32-FOOT, IRON MAST, WITH A YARD-ARM
 TU1357'NEAR THE TOP, MOUNTED ON NORTH CENTER PART OF THE FLAT ROOF OF
 TU1357'A 19-FOOT-SQUARE, GRAY, 2-STORY BUILDING THAT IS SUPPORTED BY
 TU1357'FOUR 12-INCH DIAMETER IRON LEGS.  TOP OF ROOF IS 59 FEET ABOVE
 TU1357'GROUND AND TOP OF MAST IS 91 FEET ABOVE GROUND.
 TU1357
 TU1357                          STATION RECOVERY (1999)
 TU1357
 TU1357'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1330 ***********************************************************************
 TU1330  DESIGNATION -  SAND IS COAST GUARD STATION FP
 TU1330  PID         -  TU1330
 TU1330  STATE/COUNTY-  HI/HONOLULU
 TU1330  USGS QUAD   -  HONOLULU (1983)
 TU1330
 TU1330                         *CURRENT SURVEY CONTROL
 TU1330  ___________________________________________________________________
 TU1330* NAD 83(1993)-  21 18 22.93481(N)    157 52 19.25262(W)     ADJUSTED  
 TU1330* LOCAL TIDAL -                                                        
 TU1330  ___________________________________________________________________
 TU1330  EPOCH DATE  -        1993.62
 TU1330  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 TU1330  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1330
 TU1330  HORZ ORDER  -  THIRD
 TU1330
 TU1330.The horizontal coordinates were established by classical geodetic methods
 TU1330.and adjusted by the National Geodetic Survey in December 1998..
 TU1330.The horizontal coordinates are valid at the epoch date displayed above.
 TU1330.The epoch date for horizontal control is a decimal equivalence
 TU1330.of Year/Month/Day.
 TU1330
 TU1330
 TU1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1330
 TU1330.The geoid height was determined by GEOID03.
 TU1330
 TU1330;                    North         East     Units Scale Factor Converg.
 TU1330;SPC HI 3     -    15,473.290   513,279.224   MT  0.99999218   +0 02 47.4
 TU1330;UTM  04      - 2,356,473.637   616,994.893   MT  0.99976914   +0 24 35.7
 TU1330
 TU1330                          SUPERSEDED SURVEY CONTROL
 TU1330
 TU1330  NAD 83(1986)-  21 18 22.88422(N)    157 52 19.26193(W) AD(       ) 4
 TU1330  OLD HI      -  21 18 34.26700(N)    157 52 29.13400(W) AD(       ) 3
 TU1330
 TU1330.Superseded values are not recommended for survey control.
 TU1330.NGS no longer adjusts projects to the OLD HI datum.
 TU1330.See file dsdata.txt to determine how the superseded data were derived.
 TU1330
 TU1330_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1699556474(NAD 83)
 TU1330
 TU1330  HISTORY     - Date     Condition        Report By
 TU1330  HISTORY     - 1963     MONUMENTED       CGS
 TU1330  HISTORY     - 19990926 GOOD             USPSQD
 TU1330
 TU1330                          STATION DESCRIPTION
 TU1330
 TU1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1330'ALONG THE EAST EDGE OF SAND ISLAND, JUST ACROSS THE HARBOR FROM
 TU1330'THE ALOHA TOWER.  AT SOUTHEAST END OF THE COAST GUARD PIER AND ON
 TU1330'NORTHEAST SIDE OF THE BASE OFFICE BUILDING.  STATION IS WHITE
 TU1330'WOODEN FLAGPOLE, ABOUT 45 FEET HIGH, WITH A YARD-ARM ABOUT 12
 TU1330'FEET DOWN FROM TOP, AND WITH A SMALL BRASS BALL ON TOP OF POLE.
 TU1330'IT SETS IN A LAWN JUST OFF THE SOUTHEAST END OF A PARKING AREA.
 TU1330
 TU1330                          STATION RECOVERY (1999)
 TU1330
 TU1330'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1346 ***********************************************************************
 TU1346  DESIGNATION -  SAND ISLAND LIGHT
 TU1346  PID         -  TU1346
 TU1346  STATE/COUNTY-  HI/HONOLULU
 TU1346  USGS QUAD   -  HONOLULU (1983)
 TU1346
 TU1346                         *CURRENT SURVEY CONTROL
 TU1346  ___________________________________________________________________
 TU1346* NAD 83(1993)-  21 18 02.28870(N)    157 52 09.47330(W)     ADJUSTED  
 TU1346* LOCAL TIDAL -                                                        
 TU1346  ___________________________________________________________________
 TU1346  EPOCH DATE  -        1993.62
 TU1346  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU1346  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1346
 TU1346  HORZ ORDER  -  THIRD
 TU1346
 TU1346.The horizontal coordinates were established by classical geodetic methods
 TU1346.and adjusted by the National Geodetic Survey in December 1998..
 TU1346.The horizontal coordinates are valid at the epoch date displayed above.
 TU1346.The epoch date for horizontal control is a decimal equivalence
 TU1346.of Year/Month/Day.
 TU1346
 TU1346
 TU1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1346
 TU1346.The geoid height was determined by GEOID03.
 TU1346
 TU1346;                    North         East     Units Scale Factor Converg.
 TU1346;SPC HI 3     -    14,838.538   513,561.601   MT  0.99999227   +0 02 50.9
 TU1346;UTM  04      - 2,355,840.829   617,281.225   MT  0.99976997   +0 24 38.8
 TU1346
 TU1346                          SUPERSEDED SURVEY CONTROL
 TU1346
 TU1346  NAD 83(1986)-  21 18 02.23768(N)    157 52 09.48282(W) AD(       ) 4
 TU1346  OLD HI      -  21 18 13.61900(N)    157 52 19.35400(W) AD(       ) 3
 TU1346
 TU1346.Superseded values are not recommended for survey control.
 TU1346.NGS no longer adjusts projects to the OLD HI datum.
 TU1346.See file dsdata.txt to determine how the superseded data were derived.
 TU1346
 TU1346_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1728155841(NAD 83)
 TU1346
 TU1346  HISTORY     - Date     Condition        Report By
 TU1346  HISTORY     - 1964     MONUMENTED       CGS
 TU1346  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1346
 TU1346                          STATION DESCRIPTION
 TU1346
 TU1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RCM)
 TU1346'STATION IS THE GREEN LIGHT MOUNTED ON A BRACKET ON THE CHANNEL
 TU1346'SIDE OF A CONCRETE PILE ABOUT 20 FEET HIGH.  THE LIGHT IS 15 FEET
 TU1346'ABOVE WATER.  LOCATED 50 FEET OFFSHORE FROM EAST END OF SAND
 TU1346'ISLAND, AT ENTRANCE TO HONOLULU HARBOR.
 TU1346
 TU1346                          STATION RECOVERY (1999)
 TU1346
 TU1346'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1323 ***********************************************************************
 TU1323  DESIGNATION -  SAND ISLAND S BASE RESET
 TU1323  PID         -  TU1323
 TU1323  STATE/COUNTY-  HI/HONOLULU
 TU1323  USGS QUAD   -  HONOLULU (1983)
 TU1323
 TU1323                         *CURRENT SURVEY CONTROL
 TU1323  ___________________________________________________________________
 TU1323* NAD 83(1993)-  21 17 58.62742(N)    157 52 12.48496(W)     ADJUSTED  
 TU1323* LOCAL TIDAL -         1.     (meters)       3.     (feet)  VERT ANG  
 TU1323  ___________________________________________________________________
 TU1323  EPOCH DATE  -        1993.62
 TU1323  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 TU1323  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1323
 TU1323  HORZ ORDER  -  SECOND
 TU1323
 TU1323.The horizontal coordinates were established by classical geodetic methods
 TU1323.and adjusted by the National Geodetic Survey in December 1998..
 TU1323.The horizontal coordinates are valid at the epoch date displayed above.
 TU1323.The epoch date for horizontal control is a decimal equivalence
 TU1323.of Year/Month/Day.
 TU1323
 TU1323.The orthometric height was determined by vertical angle observations.
 TU1323.No vertical observational check was made to the station.
 TU1323
 TU1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1323
 TU1323.The geoid height was determined by GEOID03.
 TU1323
 TU1323;                    North         East     Units Scale Factor Converg.
 TU1323;SPC HI 3     -    14,725.862   513,474.891   MT  0.99999224   +0 02 49.8
 TU1323;UTM  04      - 2,355,727.630   617,195.251   MT  0.99976972   +0 24 37.7
 TU1323
 TU1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1323!SPC HI 3     -   0.99999740  x   0.99999224  =   0.99998964
 TU1323!UTM  04      -   0.99999740  x   0.99976972  =   0.99976712
 TU1323
 TU1323|---------------------------------------------------------------------|
 TU1323| PID    Reference Object                     Distance      Geod. Az  |
 TU1323|                                                           dddmmss.s |
 TU1323| CJ9037 SAND ISLAND S BASE RM 1              10.198 METERS 05151     |
 TU1323| TU1258 PUNCHBOWL RESET                     APPROX. 2.6 KM 0572204.3 |
 TU1323| CJ9038 SAND ISLAND S BASE RM 2               3.850 METERS 16705     |
 TU1323|---------------------------------------------------------------------|
 TU1323
 TU1323                          SUPERSEDED SURVEY CONTROL
 TU1323
 TU1323  NAD 83(1986)-  21 17 58.57680(N)    157 52 12.49431(W) AD(       ) 2
 TU1323  OLD HI      -  21 18 09.96431(N)    157 52 22.37186(W) AD(       ) 2
 TU1323
 TU1323.Superseded values are not recommended for survey control.
 TU1323.NGS no longer adjusts projects to the OLD HI datum.
 TU1323.See file dsdata.txt to determine how the superseded data were derived.
 TU1323
 TU1323_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1719555728(NAD 83)
 TU1323
 TU1323  HISTORY     - Date     Condition        Report By
 TU1323  HISTORY     - 1964     MONUMENTED       CGS
 TU1323  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1323  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1323  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1323
 TU1323                          STATION DESCRIPTION
 TU1323
 TU1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1323'A 5-FOOT-SQUARE, CONCRETE PLATFORM, WITH A 1-1/2-INCH IRON PIPE
 TU1323'IN THE CENTER, FLUSH WITH THE PLATFORM, WAS RECOVERED.  AN ANGLE
 TU1323'CHECK PROVED IT TO BE THE STATION.  IT WAS THEN MARKED WITH A
 TU1323'STATION DISK AND TWO REFERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 TU1323'DESCRIPTION FOLLOWS--
 TU1323'
 TU1323'STATION IS LOCATED ON THE EXTREME SOUTHEAST END OF SAND ISLAND,
 TU1323'ON THE NORTHWEST SIDE OF THE ENTRANCE TO HONOLULU HARBOR, IN A
 TU1323'SMALL, FENCED-IN, NAVAL RESERVATION PLOT.
 TU1323'
 TU1323'TO REACH STATION FROM THE INTERSECTION OF NIMITZ HIGHWAY AND SAND
 TU1323'ISLAND ACCESS ROAD, GO SOUTHERLY ON SAND ISLAND ACCESS ROAD FOR
 TU1323'1.3 MILES TO DRAWBRIDGE.  CROSS BRIDGE AND FOLLOW MAIN ROAD
 TU1323'SOUTHEAST ON SAND ISLAND FOR 1.6 MILES TO FORK OPPOSITE LAST
 TU1323'BUILDINGS ON THE ISLAND.  TAKE RIGHT FORK AND GO 0.2 MILE TO FORK
 TU1323'NEAR BEACH.  TAKE LEFT FORK AND GO NORTHEAST FOR 0.1 MILE TO
 TU1323'WIRE MESH GATE.  PASS THROUGH GATE AND GO 60 YARDS TO STATION.
 TU1323'
 TU1323'STATION IS MARKED WITH A STANDARD DISK, STAMPED SAND ISLAND
 TU1323'S. BASE 1927 1964, CEMENTED IN CENTER OF IRON PIPE AND COUNTERSUNK
 TU1323'INTO CONCRETE PLATFORM TOP, WHICH PROJECTS ABOUT 1 FOOT ABOVE
 TU1323'GROUND.  IT IS 48.8 FEET SOUTHWEST OF SOUTHWEST END OF LARGE SIGN
 TU1323'CABLE CROSSING, 17 FEET SOUTH OF SOUTH CORNER OF OLD CONCRETE
 TU1323'BUILDING FOUNDATION, 16 FEET NORTHWEST OF WATER EDGE OF ROCK
 TU1323'SEAWALL AND 90 FEET SOUTHWEST OF SOUTH CORNER OF LARGE QUONSET
 TU1323'BUILDING THAT HAS A WOODEN PIER EXTENDING OUT INTO WATER.
 TU1323'
 TU1323'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SAND ISLAND
 TU1323'S BASE NO 1 1927 1964, CEMENTED IN A DRILL HOLE IN A 4 X 5-FOOT
 TU1323'BOULDER THAT IS PART OF THE SEAWALL AND IS FLUSH WITH THE TOP
 TU1323'OF WALL.  IT IS 20.5 FEET SOUTH-SOUTHWEST OF SOUTHWEST END OF
 TU1323'THE LARGE SIGN.  IT IS ABOUT 1-1/2 FEET LOWER THAN STATION MARK.
 TU1323'
 TU1323'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SAND ISLAND
 TU1323'S BASE NO 2 1927 1964, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 TU1323'CORNER OF A 4 X 5-FOOT CONCRETE BLOCK THAT PROJECTS 3 FEET ABOVE
 TU1323'GROUND AND HAS A LARGE IRON U PROJECTING 10 INCHES FROM THE
 TU1323'TOP.  IT IS AT SAME ELEVATION AS STATION.
 TU1323
 TU1323                          STATION RECOVERY (1969)
 TU1323
 TU1323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1323'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED AND
 TU1323'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND TO BE DESTROYED,
 TU1323'WITH JUST THE STEM OF THE ORIGINAL MARK LEFT.  THE DISTANCE AND
 TU1323'DIRECTION TO REFERENCE MARK 1 WAS NOT CHECKED AT THE PRESENT
 TU1323'TIME.  REFERENCE MARK 2 WAS NOT REESTABLISHED.
 TU1323'
 TU1323'A GEODIMETER TRAVERSE WAS MADE BETWEEN SAND ISLAND SOUTH BASE
 TU1323'1927 1964 AND PUNCHBOWL 1872 1928.
 TU1323'
 TU1323'GEODIMETER DISTANCE 2,587.668 METERS OR (8,489.62 FT.)
 TU1323'
 TU1323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1323'ON SAND ISLAND IN HONOLULU.
 TU1323
 TU1323                          STATION RECOVERY (1999)
 TU1323
 TU1323'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2057 ***********************************************************************
 TU2057  DESIGNATION -  SANDIA 1 LAUNCHER 1964
 TU2057  PID         -  TU2057
 TU2057  STATE/COUNTY-  HI/KAUAI
 TU2057  USGS QUAD   -  MAKAHA POINT (1983)
 TU2057
 TU2057                         *CURRENT SURVEY CONTROL
 TU2057  ___________________________________________________________________
 TU2057* NAD 83(1993)-  22 03 33.34583(N)    159 46 54.72965(W)     ADJUSTED  
 TU2057* LOCAL TIDAL -                                                        
 TU2057  ___________________________________________________________________
 TU2057  EPOCH DATE  -        1993.62
 TU2057  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 TU2057  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU2057
 TU2057  HORZ ORDER  -  THIRD
 TU2057
 TU2057.The horizontal coordinates were established by classical geodetic methods
 TU2057.and adjusted by the National Geodetic Survey in December 1998..
 TU2057.The horizontal coordinates are valid at the epoch date displayed above.
 TU2057.The epoch date for horizontal control is a decimal equivalence
 TU2057.of Year/Month/Day.
 TU2057
 TU2057
 TU2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2057
 TU2057.The geoid height was determined by GEOID03.
 TU2057
 TU2057;                    North         East     Units Scale Factor Converg.
 TU2057;SPC HI 4     -    25,043.688   470,905.880   MT  1.00000045   -0 06 21.1
 TU2057;UTM  04      - 2,439,593.271   419,326.551   MT  0.99968041   -0 17 37.2
 TU2057
 TU2057                          SUPERSEDED SURVEY CONTROL
 TU2057
 TU2057  NAD 83(1986)-  22 03 33.31094(N)    159 46 54.75580(W) AD(       ) 4
 TU2057  OLD HI      -  22 03 44.59300(N)    159 47 04.80410(W) AD(       ) 3
 TU2057
 TU2057.Superseded values are not recommended for survey control.
 TU2057.NGS no longer adjusts projects to the OLD HI datum.
 TU2057.See file dsdata.txt to determine how the superseded data were derived.
 TU2057
 TU2057_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1932739593(NAD 83)
 TU2057
 TU2057  HISTORY     - Date     Condition        Report By
 TU2057  HISTORY     - 1964     MONUMENTED       CGS
 TU2057  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2057
 TU2057                          STATION DESCRIPTION
 TU2057
 TU2057'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2057'THE STATION IS LOCATED IN THE ATOMIC ENERGY COMMISSION SECURITY
 TU2057'AREA, 0.3 MILE NORTH OF THE MAIN GATE AND 95 FEET EAST OF THE
 TU2057'WEST SECURITY FENCE.
 TU2057'
 TU2057'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SANDI
 TU2057'1964, DISTANCE BEING 5.912 METERS (19.396 FEET) NORTHEAST OF
 TU2057'STATION SANDIA 1964.  THE MARK IS THE CENTER OF THE BASE OF
 TU2057'SANDIA NO 1 LAUNCHER.
 TU2057
 TU2057                          STATION RECOVERY (1983)
 TU2057
 TU2057'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2057'STATION DESTROYED PER PAC. MIS. RANGE SURVEYOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2038 ***********************************************************************
 TU2038  DESIGNATION -  SANDIA 2 LAUNCHER 1964
 TU2038  PID         -  TU2038
 TU2038  STATE/COUNTY-  HI/KAUAI
 TU2038  USGS QUAD   -  MAKAHA POINT (1983)
 TU2038
 TU2038                         *CURRENT SURVEY CONTROL
 TU2038  ___________________________________________________________________
 TU2038* NAD 83(1993)-  22 03 32.84454(N)    159 46 52.89238(W)     ADJUSTED  
 TU2038* LOCAL TIDAL -                                                        
 TU2038  ___________________________________________________________________
 TU2038  EPOCH DATE  -        1993.62
 TU2038  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 TU2038  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU2038
 TU2038  HORZ ORDER  -  THIRD
 TU2038
 TU2038.The horizontal coordinates were established by classical geodetic methods
 TU2038.and adjusted by the National Geodetic Survey in December 1998..
 TU2038.The horizontal coordinates are valid at the epoch date displayed above.
 TU2038.The epoch date for horizontal control is a decimal equivalence
 TU2038.of Year/Month/Day.
 TU2038
 TU2038
 TU2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2038
 TU2038.The geoid height was determined by GEOID03.
 TU2038
 TU2038;                    North         East     Units Scale Factor Converg.
 TU2038;SPC HI 4     -    25,028.172   470,958.530   MT  1.00000042   -0 06 20.4
 TU2038;UTM  04      - 2,439,577.587   419,379.133   MT  0.99968031   -0 17 36.5
 TU2038
 TU2038                          SUPERSEDED SURVEY CONTROL
 TU2038
 TU2038  NAD 83(1986)-  22 03 32.80966(N)    159 46 52.91853(W) AD(       ) 4
 TU2038  OLD HI      -  22 03 44.09180(N)    159 47 02.96690(W) AD(       ) 3
 TU2038
 TU2038.Superseded values are not recommended for survey control.
 TU2038.NGS no longer adjusts projects to the OLD HI datum.
 TU2038.See file dsdata.txt to determine how the superseded data were derived.
 TU2038
 TU2038_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1937939578(NAD 83)
 TU2038
 TU2038  HISTORY     - Date     Condition        Report By
 TU2038  HISTORY     - 1964     MONUMENTED       CGS
 TU2038  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2038
 TU2038                          STATION DESCRIPTION
 TU2038
 TU2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2038'THE STATION IS LOCATED IN THE ATOMIC ENERGY COMMISSION SECURITY
 TU2038'AREA, 0.3 MILE NORTH OF THE MAIN GATE AND 116 FEET EAST OF THE
 TU2038'WEST SECURITY FENCE.
 TU2038'
 TU2038'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SANDIA
 TU2038'1964, DISTANCE BEING 58.079 METES (190.547 FEET), EAST-SOUTHEAST
 TU2038'OF STATION SANDIA 1964.  THE MARK IS THE CENTER OF THE BASE
 TU2038'OF SANDIA NO 2 LAUNCHER.
 TU2038
 TU2038                          STATION RECOVERY (1983)
 TU2038
 TU2038'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2038'STATION DESTROYED, SEE ATTACHMENT.  NEW STATION ESTABLISHED SANDIA 2
 TU2038'1971 AT GEODETIC LAT. 22 DEG 03 MIN 44.7619N AND LONG 159 DEG 47 MIN
 TU2038'04.9588 ELEVATION OF 12.63 FEET.  THIS INFO FROM GEODETIC CONSTANTS
 TU2038'MANUAL RANGE INSTRUMENTATION SYSTEM, POINT MAGU, USN APRIL 1981
 TU2038'STATE COORP. X = 403,585.42 Y = 83,313.97.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0756 ***********************************************************************
 TU0756  DESIGNATION -  SANDIA LAUNCHER RM 1
 TU0756  PID         -  TU0756
 TU0756  STATE/COUNTY-  HI/KAUAI
 TU0756  USGS QUAD   -  MAKAHA POINT (1983)
 TU0756
 TU0756                         *CURRENT SURVEY CONTROL
 TU0756  ___________________________________________________________________
 TU0756* NAD 83(1986)-  22 03 34.     (N)    159 46 55.     (W)     SCALED    
 TU0756* LOCAL TIDAL -         5.663  (meters)      18.58   (feet)  ADJ UNCH  
 TU0756  ___________________________________________________________________
 TU0756  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU0756
 TU0756  VERT ORDER  -  SECOND    CLASS 0
 TU0756
 TU0756.The horizontal coordinates were scaled from a topographic map and have
 TU0756.an estimated accuracy of +/- 6 seconds.
 TU0756
 TU0756.The orthometric height was key entered from printed documents
 TU0756.and not key verified.
 TU0756
 TU0756.The geoid height was determined by GEOID03.
 TU0756
 TU0756;                    North         East    Units  Estimated Accuracy
 TU0756;SPC HI 4     -    25,060.      470,900.      MT  (+/- 180 meters Scaled)
 TU0756
 TU0756                          SUPERSEDED SURVEY CONTROL
 TU0756
 TU0756.No superseded survey control is available for this station.
 TU0756
 TU0756_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK193396(NAD 83)
 TU0756_MARKER: DR = REFERENCE MARK DISK
 TU0756_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0756_SP_SET: CONCRETE RING
 TU0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0756
 TU0756  HISTORY     - Date     Condition        Report By
 TU0756  HISTORY     - UNK      MONUMENTED       CGS
 TU0756  HISTORY     - 1964     GOOD             NGS
 TU0756  HISTORY     - 1966     GOOD             NGS
 TU0756
 TU0756                          STATION DESCRIPTION
 TU0756
 TU0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0756'IN BONHAM A L F.
 TU0756'1.25 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SENTRY POST AT THE
 TU0756'MAIN GATE OF THE BONHAM AUXILIARY LANDING FIELD, THENCE 0.5 MILE NORTH
 TU0756'ALONG A GRAVELED ROAD, (AFTER PASSING THROUGH GATE) THENCE 0.1 MILE
 TU0756'ACROSS A FENCED SECURITY AREA, THENCE 0.3 MILE WEST ALONG A DIRT ROAD.
 TU0756'AN ELEVATION WAS ESTABLISHED ON THE HORIZONTAL AXIS OF A
 TU0756'WHITE-PAINTED ROCKET LAUNCHER THAT IS IN THE CENTER OF A CONCRETE
 TU0756'RING.
 TU0756
 TU0756                          STATION RECOVERY (1966)
 TU0756
 TU0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0757 ***********************************************************************
 TU0757  DESIGNATION -  SANDIA LAUNCHER RM 2
 TU0757  PID         -  TU0757
 TU0757  STATE/COUNTY-  HI/KAUAI
 TU0757  USGS QUAD   -  MAKAHA POINT (1983)
 TU0757
 TU0757                         *CURRENT SURVEY CONTROL
 TU0757  ___________________________________________________________________
 TU0757* NAD 83(1986)-  22 03 33.     (N)    159 46 53.     (W)     SCALED    
 TU0757* LOCAL TIDAL -         2.768  (meters)       9.08   (feet)  ADJ UNCH  
 TU0757  ___________________________________________________________________
 TU0757  GEOID HEIGHT-          16.10  (meters)                     GEOID03
 TU0757
 TU0757  VERT ORDER  -  SECOND    CLASS 0
 TU0757
 TU0757.The horizontal coordinates were scaled from a topographic map and have
 TU0757.an estimated accuracy of +/- 6 seconds.
 TU0757
 TU0757.The orthometric height was key entered from printed documents
 TU0757.and not key verified.
 TU0757
 TU0757.The geoid height was determined by GEOID03.
 TU0757
 TU0757;                    North         East    Units  Estimated Accuracy
 TU0757;SPC HI 4     -    25,030.      470,960.      MT  (+/- 180 meters Scaled)
 TU0757
 TU0757                          SUPERSEDED SURVEY CONTROL
 TU0757
 TU0757.No superseded survey control is available for this station.
 TU0757
 TU0757_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK193395(NAD 83)
 TU0757_MARKER: DR = REFERENCE MARK DISK
 TU0757_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0757_SP_SET: BASE
 TU0757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0757
 TU0757  HISTORY     - Date     Condition        Report By
 TU0757  HISTORY     - UNK      MONUMENTED       CGS
 TU0757  HISTORY     - 1964     GOOD             NGS
 TU0757  HISTORY     - 1966     GOOD             NGS
 TU0757
 TU0757                          STATION DESCRIPTION
 TU0757
 TU0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0757'IN BONHAM A L F.
 TU0757'1.25 MILES NORTH ALONG AN ASPHALT ROAD FROM THE SENTRY POST AT THE
 TU0757'MAIN GATE OF THE BONHAM AUXILIARY LANDING FIELD, THENCE 0.5 MILE NORTH
 TU0757'ALONG A GRAVELED ROAD, (AFTER PASSING THROUGH GATE) THENCE 0.1 MILE
 TU0757'ACROSS A FENCED SECURITY AREA, THENCE 0.25 MILE WEST ALONG A DIRT
 TU0757'ROAD.  AN ELEVATION WAS ESTABLISHED ON THE CIRCULAR METAL BASE PLATE
 TU0757'OF A ROCKET LAUNCHER.  THERE WAS NO HORIZONTAL AXIS OF THE LAUNCHER,
 TU0757'AS THERE WAS NO PROVISION TO CHANGE THE ELEVATION OF THE LAUNCHING
 TU0757'TUBE.
 TU0757
 TU0757                          STATION RECOVERY (1966)
 TU0757
 TU0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA8971 ***********************************************************************
 AA8971  DESIGNATION -  SANDS RESET
 AA8971  PID         -  AA8971
 AA8971  STATE/COUNTY-  HI/KAUAI
 AA8971  USGS QUAD   -  KEKAHA (1983)
 AA8971
 AA8971                         *CURRENT SURVEY CONTROL
 AA8971  ___________________________________________________________________
 AA8971* NAD 83(1993)-  22 02 29.30222(N)    159 46 55.03157(W)     ADJUSTED  
 AA8971* LOCAL TIDAL -                                                        
 AA8971  ___________________________________________________________________
 AA8971  EPOCH DATE  -        1993.62
 AA8971  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 AA8971  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 AA8971
 AA8971  HORZ ORDER  -  SECOND
 AA8971
 AA8971.The horizontal coordinates were established by classical geodetic methods
 AA8971.and adjusted by the National Geodetic Survey in December 1998..
 AA8971.The horizontal coordinates are valid at the epoch date displayed above.
 AA8971.The epoch date for horizontal control is a decimal equivalence
 AA8971.of Year/Month/Day.
 AA8971
 AA8971
 AA8971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8971
 AA8971.The geoid height was determined by GEOID03.
 AA8971
 AA8971;                    North         East     Units Scale Factor Converg.
 AA8971;SPC HI 4     -    23,073.815   470,893.584   MT  1.00000046   -0 06 20.9
 AA8971;UTM  04      - 2,437,624.079   419,307.807   MT  0.99968045   -0 17 36.5
 AA8971
 AA8971|---------------------------------------------------------------------|
 AA8971| PID    Reference Object                     Distance      Geod. Az  |
 AA8971|                                                           dddmmss.s |
 AA8971| CJ9040 SANDS RM 5                            8.485 METERS 02803     |
 AA8971| TU0735 SANDS RM 1                            8.925 METERS 03751     |
 AA8971| TU0738 SANDS RM 3                           10.339 METERS 03912     |
 AA8971| CJ9039 SANDS RM 4                           11.113 METERS 12835     |
 AA8971| TU0737 SANDS RM 2                            9.058 METERS 13133     |
 AA8971| TU2045 HASP LAUNCHER 1964                  136.021 METERS 32847     |
 AA8971|---------------------------------------------------------------------|
 AA8971
 AA8971                          SUPERSEDED SURVEY CONTROL
 AA8971
 AA8971  NAD 83(1986)-  22 02 29.26727(N)    159 46 55.05747(W) AD(       ) 2
 AA8971  OLD HI      -  22 02 40.54690(N)    159 47 05.10320(W) AD(       ) 2
 AA8971
 AA8971.Superseded values are not recommended for survey control.
 AA8971.NGS no longer adjusts projects to the OLD HI datum.
 AA8971.See file dsdata.txt to determine how the superseded data were derived.
 AA8971
 AA8971_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1930837624(NAD 83)
 AA8971_MARKER: DS = TRIANGULATION STATION DISK
 AA8971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8971_SP_SET: SET IN CONCRETE POST
 AA8971_STAMPING: SANDS 1964 1971
 AA8971_PROJECTION: PROJECTING 12 CENTIMETERS
 AA8971
 AA8971  HISTORY     - Date     Condition        Report By
 AA8971  HISTORY     - 1971     MONUMENTED       USN
 AA8971  HISTORY     - 1983     GOOD             USPSQD
 AA8971
 AA8971                          STATION DESCRIPTION
 AA8971
 AA8971'DESCRIBED BY US NAVY 1971
 AA8971'THE UNDERGROUND STATION MARK WAS THE ONLY MARK RECOVERED.  HEAVY
 AA8971'EQUIPMENT HAD DESTROYED THE SURFACE STATION MARK, REFERENCE MARK
 AA8971'NO. 2 AND REFERENCE MARK NO. 3.  A NEW SURFACE STATION MARK,
 AA8971'REFERENCE MARK NO. 4 AND REFERENCE MARK NO. 5 WERE ESTABLISHED
 AA8971'AT THIS TIME BY THE GEOPHYSICS DIVISION OF THE PACIFIC MISSILE
 AA8971'RANGE AT POINT MUGU, CALIFORNIA.  A NEW AND COMPLETE DESCRIPTION
 AA8971'FOLLOWS--
 AA8971'
 AA8971'THE STATION IS LOCATED ON THE BARKING SANDS PACIFIC MISSILE
 AA8971'RANGE FACILITY, ABOUT 0.3 MILE SOUTHWEST OF THE NORTH END OF THE
 AA8971'RUNWAY AND 0.25 MILE EAST OF THE BEACH.
 AA8971'
 AA8971'TO REACH THE STATION FROM THE SENTRY POST AT THE MAIN GATE OF
 AA8971'THE BARKING SANDS PACIFIC MISSILE RANGE FACILITY, GO NORTHERLY
 AA8971'ON NOHILI ROAD FOR 0.5 MILE.  TURN LEFT ON KALANAMAHIKI
 AA8971'PL. NO. AND CONTINUE NORTHERLY FOR 0.6 MILE.  TURN LEFT AND GO
 AA8971'WEST AND SOUTH ON PALAI OLANI ROAD FOR 0.65 MILE TO AN AIRCRAFT
 AA8971'PARKING AREA AND THE STATION MARK, ON THE LEFT.
 AA8971'
 AA8971'THE STATION MARK IS A STANDARD DISK, STAMPED SANDS 1964 1971,
 AA8971'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT PROJECTS
 AA8971'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 135 FEET
 AA8971'WEST-NORTHWEST OF THE WEST EDGE OF THE RUNWAY AND 5 FEET
 AA8971'NORTH-NORTHEAST OF THE NORTH EDGE OF AN ASPHALT AIRCRAFT PARKING
 AA8971'AREA.
 AA8971'
 AA8971'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED SANDS 1964 NO
 AA8971'4 1971, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT
 AA8971'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 99 FEET
 AA8971'WEST-NORTHWEST OF THE WEST EDGE OF THE RUNWAY AND 5 FEET
 AA8971'NORTH-NORTHEAST OF THE NORTH EDGE OF THE AIRCRAFT PARKING AREA.
 AA8971'
 AA8971'REFERENCE MARK NO. 5 IS A STANDARD DISK, STAMPED SANDS 1964 NO 5
 AA8971'1971, SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST THAT
 AA8971'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 135
 AA8971'FEET WEST-NORTHWEST OF THE WEST EDGE OF THE RUNWAY AND 33 FEET
 AA8971'NORTH-NORTHEAST OF THE NORTH EDGE OF THE AIRCRAFT PARKING AREA.
 AA8971'
 AA8971'THE DF ANTENNA IS MOUNTED IN THE CENTER OF THE ROOF OF THE
 AA8971'CONTROL TOWER AND IS THE HIGHEST OBJECT IN THE IMMEDIATE
 AA8971'VICINITY.  IT IS A MAST WITH AN ARRAY OF DIPOLES ARRANGED
 AA8971'RADIALLY AROUND IT NEAR THE TOP.  POINT OBSERVED WAS THE TOP
 AA8971'AND CENTER OF THE MAST.
 AA8971
 AA8971                          STATION RECOVERY (1983)
 AA8971
 AA8971'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 AA8971'SANDS 1964 1971 RECOVERED GOOD.  STATION RECOVERED AS DESCRIBED BY
 AA8971'US NAVY 1971.
 AA8971'
 AA8971'REF. MARKS NOT SEARCHED FOR LACK OF TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0735 ***********************************************************************
 TU0735  DESIGNATION -  SANDS RM 1
 TU0735  PID         -  TU0735
 TU0735  STATE/COUNTY-  HI/KAUAI
 TU0735  USGS QUAD   -  KEKAHA (1983)
 TU0735
 TU0735                         *CURRENT SURVEY CONTROL
 TU0735  ___________________________________________________________________
 TU0735* NAD 83(1986)-  22 02 29.     (N)    159 46 55.     (W)     SCALED    
 TU0735* LOCAL TIDAL -         3.395  (meters)      11.14   (feet)  ADJ UNCH  
 TU0735  ___________________________________________________________________
 TU0735  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0735
 TU0735  VERT ORDER  -  SECOND    CLASS 0
 TU0735
 TU0735.The horizontal coordinates were scaled from a topographic map and have
 TU0735.an estimated accuracy of +/- 6 seconds.
 TU0735
 TU0735.The orthometric height was key entered from printed documents
 TU0735.and not key verified.
 TU0735
 TU0735.The geoid height was determined by GEOID03.
 TU0735
 TU0735;                    North         East    Units  Estimated Accuracy
 TU0735;SPC HI 4     -    23,070.      470,890.      MT  (+/- 180 meters Scaled)
 TU0735
 TU0735                          SUPERSEDED SURVEY CONTROL
 TU0735
 TU0735.No superseded survey control is available for this station.
 TU0735
 TU0735_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK193376(NAD 83)
 TU0735_MARKER: DR = REFERENCE MARK DISK
 TU0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0735_STAMPING: SANDS NO 1 1964
 TU0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0735+STABILITY: SURFACE MOTION
 TU0735
 TU0735  HISTORY     - Date     Condition        Report By
 TU0735  HISTORY     - 1964     MONUMENTED       CGS
 TU0735  HISTORY     - 1965     GOOD             NGS
 TU0735  HISTORY     - 1966     GOOD             NGS
 TU0735
 TU0735                          STATION DESCRIPTION
 TU0735
 TU0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0735'8.1 MI NW FROM KEKAHA.
 TU0735'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE INTERSECTION OF
 TU0735'STATE HIGHWAYS 55 AND 50 AT THE WEST EDGE OF THE SMALL TOWN OF KEKAHA,
 TU0735'THENCE 0.4 MILE WEST ALONG LEFT FORK TO THE MAIN GATE AT BONHAM
 TU0735'AUXILIARY LANDING FIELD, THENCE RIGHT 0.6 MILE NORTH ALONG AN OILED
 TU0735'ROAD, THENCE 0.6 MILE SOUTHWEST AND SOUTH ALONG AN OILED ROAD, 138
 TU0735'FEET WEST-NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 70 FEET EAST
 TU0735'OF THE EAST EDGE OF THE LAUNCHING AREA AND 33 FEET NORTH-NORTHEAST OF
 TU0735'THE NORTHEAST EDGE OF THE LAUNCHING AREA.  THE DISK IS SET IN THE TOP
 TU0735'OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS ABOUT
 TU0735'THE SAME ELEVATION AS THE LAUNCHING AREA.
 TU0735
 TU0735                          STATION RECOVERY (1966)
 TU0735
 TU0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0267 ***********************************************************************
 TU0267  DESIGNATION -  SAT
 TU0267  PID         -  TU0267
 TU0267  STATE/COUNTY-  HI/HONOLULU
 TU0267  USGS QUAD   -  HONOLULU (1983)
 TU0267
 TU0267                         *CURRENT SURVEY CONTROL
 TU0267  ___________________________________________________________________
 TU0267* NAD 83(1993)-  21 21 00.99761(N)    157 52 25.81190(W)     ADJUSTED  
 TU0267* LOCAL TIDAL -       152.019  (meters)     498.75   (feet)  ADJ UNCH  
 TU0267  ___________________________________________________________________
 TU0267  EPOCH DATE  -        1993.62
 TU0267  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 TU0267  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0267
 TU0267  HORZ ORDER  -  FIRST
 TU0267  VERT ORDER  -  SECOND    CLASS 0
 TU0267
 TU0267.The horizontal coordinates were established by classical geodetic methods
 TU0267.and adjusted by the National Geodetic Survey in December 1998..
 TU0267.The horizontal coordinates are valid at the epoch date displayed above.
 TU0267.The epoch date for horizontal control is a decimal equivalence
 TU0267.of Year/Month/Day.
 TU0267
 TU0267.The orthometric height was key entered from printed documents
 TU0267.and not key verified.
 TU0267
 TU0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0267
 TU0267.The geoid height was determined by GEOID03.
 TU0267
 TU0267;                    North         East     Units Scale Factor Converg.
 TU0267;SPC HI 3     -    20,334.465   513,086.285   MT  0.99999212   +0 02 45.4
 TU0267;UTM  04      - 2,361,332.403   616,771.145   MT  0.99976849   +0 24 36.2
 TU0267
 TU0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0267!SPC HI 3     -   0.99997361  x   0.99999212  =   0.99996573
 TU0267!UTM  04      -   0.99997361  x   0.99976849  =   0.99974211
 TU0267
 TU0267|---------------------------------------------------------------------|
 TU0267| PID    Reference Object                     Distance      Geod. Az  |
 TU0267|                                                           dddmmss.s |
 TU0267| TU0268 SAT RM 1                              8.941 METERS 02712     |
 TU0267| TU0266 SAT RM 2                             11.234 METERS 12209     |
 TU0267| TU1326 HONOLULU HAWAIIAN PINEAPPLE TK      APPROX. 3.7 KM 1755539.5 |
 TU0267| CJ9041 SAT RM 3 AZIMUTH                                   2545054.9 |
 TU0267|---------------------------------------------------------------------|
 TU0267
 TU0267                          SUPERSEDED SURVEY CONTROL
 TU0267
 TU0267  NAD 83(1986)-  21 21 00.94742(N)    157 52 25.82112(W) AD(       ) 1
 TU0267  OLD HI      -  21 21 12.34548(N)    157 52 35.70129(W) AD(       ) 1
 TU0267
 TU0267.Superseded values are not recommended for survey control.
 TU0267.NGS no longer adjusts projects to the OLD HI datum.
 TU0267.See file dsdata.txt to determine how the superseded data were derived.
 TU0267
 TU0267_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1677161332(NAD 83)
 TU0267_MARKER: DS = TRIANGULATION STATION DISK
 TU0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0267_SP_SET: CONCRETE PAD
 TU0267_STAMPING: SAT 1973
 TU0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0267
 TU0267  HISTORY     - Date     Condition        Report By
 TU0267  HISTORY     - 1973     MONUMENTED       NGS
 TU0267  HISTORY     - 1973     GOOD             NGS
 TU0267
 TU0267                          STATION DESCRIPTION
 TU0267
 TU0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 TU0267'THE STATION IS ON FORT SHAFTER ABOUT 3 MILES NORTHWEST OF THE
 TU0267'HONOLULU INTERNATIONAL AIRPORT TERMINAL BUILDING, 2 MILES WEST
 TU0267'OF THE CENTER OF SALT LAKE, 1.1 MILES NORTHWEST OF THE FORT
 TU0267'SHAFTER HEADQUARTERS BUILDING AND ON A LOW HILL ACROSS A BLADED
 TU0267'ROAD FROM A LARGE WATER TANK.
 TU0267'
 TU0267'TO REACH THE STATION FROM THE EAST ENTRANCE INTO FORT SHAFTER
 TU0267'(PATCH GATE), IN NORTHWEST PART OF HONOLULU, GO WEST ON WISSER ROAD
 TU0267'FOR 0.1 MILE TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 TU0267'ON MACOMB ROAD FOR 0.15 MILE TO REFERENCE MARK 3 ON THE LEFT,
 TU0267'WEST, SIDE OF THE ROAD.  CONTINUE NORTHERLY ON MACOMB ROAD FOR
 TU0267'0.1 MILE TO A POINT WHERE THE MAIN ROAD TURNS LEFT.  DEAD END
 TU0267'SIDE ROAD TO THE RIGHT.  BEAR LEFT ON THE MAIN ROAD FOR 0.15 MILE
 TU0267'TO THE END OF THE PAVEMENT.  CONTINUE NORTHERLY ON THE BLADED
 TU0267'ROAD, UPHILL, FOR 0.2 MILE TO THE SUMMIT OF THE HILL AND THE
 TU0267'STATION IN A FENCED AREA ON THE LEFT, WEST, SIDE OF THE ROAD.
 TU0267'
 TU0267'THE STATION MARK IS A STANDARD DISK, STAMPED SAT 1973, CEMENTED
 TU0267'IN A DRILL HOLE NEAR THE SOUTHEAST CORNER OF A CONCRETE PAD WHICH
 TU0267'IS ABOUT 12 FEET SQUARE.  IT IS 46.2 FEET NORTH OF THE SOUTH
 TU0267'FENCE, 23.2 FEET WEST OF THE CENTER OF THE GATE IN THE EAST
 TU0267'FENCE, 2.0 FEET WEST OF THE EAST EDGE OF THE CONCRETE PAD AND
 TU0267'1.3 FEET NORTH OF THE SOUTH EDGE OF THE CONCRETE PAD.
 TU0267'
 TU0267'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SAT NO 1 1973, SET
 TU0267'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 TU0267'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 20.4 FEET
 TU0267'NORTH OF THE CENTER OF THE GATE, 19.2 FEET NORTHEAST OF THE
 TU0267'NORTHEAST CORNER OF THE CONCRETE PAD AND 1.4 FEET WEST OF THE
 TU0267'EAST FENCE OF THE FENCED AREA.
 TU0267'
 TU0267'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SAT NO 2 1973, SET
 TU0267'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 TU0267'FLUSH WITH THE GROUND SURFACE.  IT IS 34.6 FEET SOUTHEAST OF THE
 TU0267'SOUTHEAST CORNER OF THE CONCRETE PAD, 28.8 FEET SOUTH OF THE
 TU0267'CENTER OF THE GATE, 1.5 FEET WEST OF THE EAST FENCE AND ABOUT
 TU0267'3 FEET LOWER THAN THE STATION MARK.
 TU0267'
 TU0267'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SAT NO 3 1973, SET
 TU0267'IN A DRILL HOLE IN THE WEST CURB OF MACOMB ROAD.  IT IS 131 FEET
 TU0267'SOUTHWEST OF THE APPROXIMATE CENTER OF RADAR HILL ROAD, 14 FEET
 TU0267'NORTHWEST OF THE APPROXIMATE CENTER OF MACOMB ROAD AND 4.5 FEET
 TU0267'SOUTHEAST OF POWERLINE POLE NUMBER 110.
 TU0267
 TU0267                          STATION RECOVERY (1973)
 TU0267
 TU0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 TU0267'1.1 MI NW FROM FORT SHAFTER.
 TU0267'FROM EAST ENTRANCE (PATCH GATE) INTO FORT SHAFTER, GO WEST ON WISSER
 TU0267'ROAD FOR 0.1 MILE, THENCE NORTH AND WEST ON 7TH STREET FOR 0.3 MILE,
 TU0267'THENCE NORTHERLY ON MACOMB ROAD FOR 0.4 MILE TO THE END OF THE
 TU0267'PAVEMENT, CONTINUE NORTHERLY, UPHILL, FOR 0.2 MILE TO THE MARK ON THE
 TU0267'LEFT IN A FENCED AREA.  IT IS NEAR THE SOUTHEAST CORNER OF A CONCRETE
 TU0267'PAD, 46.2 FEET NORTH OF THE SOUTH FENCE, 23.2 FEET WEST OF THE CENTER
 TU0267'OF THE GATE INTO THE FENCED AREA, 2.0 FEET WEST OF THE EAST EDGE OF
 TU0267'THE CONCRETE PAD AND 1.3 FEET NORTH OF THE SOUTH EDGE OF THE CONCRETE
 TU0267'PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0268 ***********************************************************************
 TU0268  DESIGNATION -  SAT RM 1
 TU0268  PID         -  TU0268
 TU0268  STATE/COUNTY-  HI/HONOLULU
 TU0268  USGS QUAD   -  HONOLULU (1983)
 TU0268
 TU0268                         *CURRENT SURVEY CONTROL
 TU0268  ___________________________________________________________________
 TU0268* NAD 83(1986)-  21 21 01.     (N)    157 52 25.     (W)     SCALED    
 TU0268* LOCAL TIDAL -       153.103  (meters)     502.31   (feet)  ADJ UNCH  
 TU0268  ___________________________________________________________________
 TU0268  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0268
 TU0268  VERT ORDER  -  SECOND    CLASS 0
 TU0268
 TU0268.The horizontal coordinates were scaled from a topographic map and have
 TU0268.an estimated accuracy of +/- 6 seconds.
 TU0268
 TU0268.The orthometric height was key entered from printed documents
 TU0268.and not key verified.
 TU0268
 TU0268.The geoid height was determined by GEOID03.
 TU0268
 TU0268;                    North         East    Units  Estimated Accuracy
 TU0268;SPC HI 3     -    20,340.      513,110.      MT  (+/- 180 meters Scaled)
 TU0268
 TU0268                          SUPERSEDED SURVEY CONTROL
 TU0268
 TU0268.No superseded survey control is available for this station.
 TU0268
 TU0268_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ167613(NAD 83)
 TU0268_MARKER: DR = REFERENCE MARK DISK
 TU0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0268_SP_SET: CONCRETE PAD
 TU0268_STAMPING: SAT NO 1 1973
 TU0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0268
 TU0268  HISTORY     - Date     Condition        Report By
 TU0268  HISTORY     - 1973     MONUMENTED       NGS
 TU0268
 TU0268                          STATION DESCRIPTION
 TU0268
 TU0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TU0268'1.1 MI NW FROM FORT SHAFTER.
 TU0268'FROM THE EAST ENTRANCE (PATCH GATE) INTO FORT SHAFTER, GO WEST ON
 TU0268'WISSER ROAD FOR 0.1 MILE, THENCE NORTH AND WEST ON 7TH STREET FOR 0.3
 TU0268'MILE, THENCE NORTHERLY ON MACOMB ROAD FOR 0.4 MILE TO THE END OF THE
 TU0268'PAVEMENT, CONTINUE NORTHERLY, UPHILL, ON BLADED ROAD FOR 0.2 MILE TO
 TU0268'THE MARK ON THE LEFT IN THE FENCED AREA.  IT IS SET IN THE TOP OF A
 TU0268'12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING ABOUT 1 INCH ABOVE
 TU0268'THE GROUND SURFACE, 20.4 FEET NORTH OF THE CENTER OF THE GATE, 19.2
 TU0268'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE PAD AND 1.4
 TU0268'FEET WEST OF THE EAST FENCE OF THE FENCED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0266 ***********************************************************************
 TU0266  DESIGNATION -  SAT RM 2
 TU0266  PID         -  TU0266
 TU0266  STATE/COUNTY-  HI/HONOLULU
 TU0266  USGS QUAD   -  HONOLULU (1983)
 TU0266
 TU0266                         *CURRENT SURVEY CONTROL
 TU0266  ___________________________________________________________________
 TU0266* NAD 83(1986)-  21 21 01.     (N)    157 52 25.     (W)     SCALED    
 TU0266* LOCAL TIDAL -       151.474  (meters)     496.96   (feet)  ADJ UNCH  
 TU0266  ___________________________________________________________________
 TU0266  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0266
 TU0266  VERT ORDER  -  SECOND    CLASS 0
 TU0266
 TU0266.The horizontal coordinates were scaled from a topographic map and have
 TU0266.an estimated accuracy of +/- 6 seconds.
 TU0266
 TU0266.The orthometric height was key entered from printed documents
 TU0266.and not key verified.
 TU0266
 TU0266.The geoid height was determined by GEOID03.
 TU0266
 TU0266;                    North         East    Units  Estimated Accuracy
 TU0266;SPC HI 3     -    20,340.      513,110.      MT  (+/- 180 meters Scaled)
 TU0266
 TU0266                          SUPERSEDED SURVEY CONTROL
 TU0266
 TU0266.No superseded survey control is available for this station.
 TU0266
 TU0266_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ167613(NAD 83)
 TU0266_MARKER: DR = REFERENCE MARK DISK
 TU0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0266_SP_SET: CONCRETE PAD
 TU0266_STAMPING: SAT NO 2 1973
 TU0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0266
 TU0266  HISTORY     - Date     Condition        Report By
 TU0266  HISTORY     - 1973     MONUMENTED       NGS
 TU0266
 TU0266                          STATION DESCRIPTION
 TU0266
 TU0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TU0266'1.1 MI NW FROM FORT SHAFTER.
 TU0266'FROM THE EAST ENTRANCE (PATCH GATE) INTO FORT SHAFTER, GO WEST ON
 TU0266'WISSER ROAD FOR 0.1 MILE, THENCE NORTH AND WEST ON 7TH STREET FOR 0.3
 TU0266'MILE, THENCE NORTHERLY ON MACOMB ROAD FOR 0.4 MILE TO THE END OF THE
 TU0266'PAVEMENT, CONTINUE NORTHERLY ON BLADED ROAD, UPHILL, FOR 0.2 MILE TO
 TU0266'THE MARK ON THE LEFT IN A FENCED AREA.  IT IS SET IN THE TOP OF A
 TU0266'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 TU0266'SURFACE, 34.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 TU0266'PAD, 28.8 FEET SOUTH OF THE CENTER OF THE GATE AND 1.5 FEET WEST OF
 TU0266'THE EAST FENCE OF THE FENCED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0265 ***********************************************************************
 TU0265  DESIGNATION -  SAT RM 3
 TU0265  PID         -  TU0265
 TU0265  STATE/COUNTY-  HI/HONOLULU
 TU0265  USGS QUAD   -  HONOLULU (1983)
 TU0265
 TU0265                         *CURRENT SURVEY CONTROL
 TU0265  ___________________________________________________________________
 TU0265* NAD 83(1986)-  21 21 01.     (N)    157 52 25.     (W)     SCALED    
 TU0265* LOCAL TIDAL -        93.819  (meters)     307.80   (feet)  ADJ UNCH  
 TU0265  ___________________________________________________________________
 TU0265  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU0265
 TU0265  VERT ORDER  -  SECOND    CLASS 0
 TU0265
 TU0265.The horizontal coordinates were scaled from a topographic map and have
 TU0265.an estimated accuracy of +/- 6 seconds.
 TU0265
 TU0265.The orthometric height was key entered from printed documents
 TU0265.and not key verified.
 TU0265
 TU0265.The geoid height was determined by GEOID03.
 TU0265
 TU0265;                    North         East    Units  Estimated Accuracy
 TU0265;SPC HI 3     -    20,340.      513,110.      MT  (+/- 180 meters Scaled)
 TU0265
 TU0265                          SUPERSEDED SURVEY CONTROL
 TU0265
 TU0265.No superseded survey control is available for this station.
 TU0265
 TU0265_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ167613(NAD 83)
 TU0265_MARKER: DB = BENCH MARK DISK
 TU0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0265_SP_SET: CURB
 TU0265_STAMPING: SAT NO 3 1973
 TU0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0265
 TU0265  HISTORY     - Date     Condition        Report By
 TU0265  HISTORY     - 1973     MONUMENTED       NGS
 TU0265
 TU0265                          STATION DESCRIPTION
 TU0265
 TU0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TU0265'0.9 MI NW FROM FORT SHAFTER.
 TU0265'FROM THE EAST ENTRANCE (PATCH GATE) INTO FORT SHAFTER, GO WEST ON
 TU0265'WISSER ROAD FOR 0.1 MILE, THENCE NORTH AND WEST ON 7TH STREET FOR 0.3
 TU0265'MILE, THENCE NORTHERLY ON MACOMB ROAD FOR 0.15 MILE TO THE MARK ON THE
 TU0265'LEFT CEMENTED IN THE WEST CURB ALONG MACOMB ROAD.  IT IS 131 FEET
 TU0265'SOUTHWEST OF THE APPROXIMATE CENTER OF RADAR HILL ROAD, 14 FEET
 TU0265'NORTHWEST OF THE APPROXIMATE CENTER OF MACOMB ROAD AND 4.5 FEET
 TU0265'SOUTHEAST OF POWERLINE POLE NUMBER 110.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2881 ***********************************************************************
 TU2881  DESIGNATION -  SATELLITE TRIANG STA 011 RM 1
 TU2881  PID         -  TU2881
 TU2881  STATE/COUNTY-  HI/MAUI
 TU2881  USGS QUAD   -  KILOHANA (1983)
 TU2881
 TU2881                         *CURRENT SURVEY CONTROL
 TU2881  ___________________________________________________________________
 TU2881* NAD 83(1993)-  20 42 26.91845(N)    156 15 21.00305(W)     ADJUSTED  
 TU2881* LOCAL TIDAL -      3047.     (meters)    9997.     (feet)  SCALED    
 TU2881  ___________________________________________________________________
 TU2881  EPOCH DATE  -        1993.62
 TU2881  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 TU2881  GEOID HEIGHT-          17.70  (meters)                     GEOID03
 TU2881
 TU2881  HORZ ORDER  -  THIRD
 TU2881
 TU2881.The horizontal coordinates were established by classical geodetic methods
 TU2881.and adjusted by the National Geodetic Survey in December 1998..
 TU2881.The horizontal coordinates are valid at the epoch date displayed above.
 TU2881.The epoch date for horizontal control is a decimal equivalence
 TU2881.of Year/Month/Day.
 TU2881
 TU2881.The orthometric height was scaled from a topographic map.
 TU2881
 TU2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2881
 TU2881.The geoid height was determined by GEOID03.
 TU2881
 TU2881;                    North         East     Units Scale Factor Converg.
 TU2881;SPC HI 2     -    41,474.677   542,795.937   MT  0.99998929   +0 08 43.0
 TU2881;UTM  04      - 2,292,195.545   785,832.376   MT  1.00060982   +0 58 15.6
 TU2881
 TU2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2881!SPC HI 2     -   0.99951852  x   0.99998929  =   0.99950781
 TU2881!UTM  04      -   0.99951852  x   1.00060982  =   1.00012804
 TU2881
 TU2881                          SUPERSEDED SURVEY CONTROL
 TU2881
 TU2881  NAD 83(1986)-  20 42 26.88364(N)    156 15 21.00854(W) AD(       ) 3
 TU2881  OLD HI      -  20 42 38.38333(N)    156 15 31.12555(W) AD(       ) 3
 TU2881
 TU2881.Superseded values are not recommended for survey control.
 TU2881.NGS no longer adjusts projects to the OLD HI datum.
 TU2881.See file dsdata.txt to determine how the superseded data were derived.
 TU2881
 TU2881_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8583292196(NAD 83)
 TU2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2881+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1991
 TU2881
 TU2881  HISTORY     - Date     Condition        Report By
 TU2881  HISTORY     - 1966     MONUMENTED       DMA
 TU2881  HISTORY     - 19910503 GOOD             NGS
 TU2881
 TU2881                          STATION DESCRIPTION
 TU2881
 TU2881'DESCRIBED BY DEFENSE MAP AGENCY 1966
 TU2881'SEE STATION SATE TRI STA 011
 TU2881
 TU2881                          STATION RECOVERY (1991)
 TU2881
 TU2881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DW)
 TU2881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1391 ***********************************************************************
 TU1391  DESIGNATION -  SCAR
 TU1391  PID         -  TU1391
 TU1391  STATE/COUNTY-  HI/HONOLULU
 TU1391  USGS QUAD   -  PEARL HARBOR (1983)
 TU1391
 TU1391                         *CURRENT SURVEY CONTROL
 TU1391  ___________________________________________________________________
 TU1391* NAD 83(1993)-  21 21 47.18857(N)    157 54 26.53142(W)     ADJUSTED  
 TU1391* LOCAL TIDAL -                                                        
 TU1391  ___________________________________________________________________
 TU1391  EPOCH DATE  -        1993.62
 TU1391  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 TU1391  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU1391
 TU1391  HORZ ORDER  -  THIRD
 TU1391
 TU1391.The horizontal coordinates were established by classical geodetic methods
 TU1391.and adjusted by the National Geodetic Survey in December 1998..
 TU1391.The horizontal coordinates are valid at the epoch date displayed above.
 TU1391.The epoch date for horizontal control is a decimal equivalence
 TU1391.of Year/Month/Day.
 TU1391
 TU1391
 TU1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1391
 TU1391.The geoid height was determined by GEOID03.
 TU1391
 TU1391;                    North         East     Units Scale Factor Converg.
 TU1391;SPC HI 3     -    21,752.685   509,607.217   MT  0.99999114   +0 02 01.5
 TU1391;UTM  04      - 2,362,728.160   613,283.928   MT  0.99975858   +0 23 53.0
 TU1391
 TU1391                          SUPERSEDED SURVEY CONTROL
 TU1391
 TU1391  NAD 83(1986)-  21 21 47.13842(N)    157 54 26.54135(W) AD(       ) 4
 TU1391  OLD HI      -  21 21 58.50700(N)    157 54 36.42300(W) AD(       ) 3
 TU1391
 TU1391.Superseded values are not recommended for survey control.
 TU1391.NGS no longer adjusts projects to the OLD HI datum.
 TU1391.See file dsdata.txt to determine how the superseded data were derived.
 TU1391
 TU1391_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1328462728(NAD 83)
 TU1391
 TU1391  HISTORY     - Date     Condition        Report By
 TU1391  HISTORY     - 1925     MONUMENTED       CGS
 TU1391  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1391
 TU1391                          STATION DESCRIPTION
 TU1391
 TU1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1391'A SCAR OR ROCK SLIDE ON THE SE SLOPE OF SALT LAKE CRATER, WHICH
 TU1391'IS A STEEP AND WELL-DEFINED HILL BETWEEN HONOLULU AND PEARL
 TU1391'HARBOR.  A VERY PROMINENT MARK, VISIBLE FROM JUST S OF DIAMOND
 TU1391'HEAD TO A LINE S FROM PEARL HARBOR.
 TU1391
 TU1391                          STATION RECOVERY (1964)
 TU1391
 TU1391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1391'STATION WAS RECOVERED.  STATION IS A PROMINENT BARE PATCH ON THE
 TU1391'BRUSH-COVERED SOUTHEAST SIDE OF THE HILL ON NORTH SIDE OF ALIAMANU
 TU1391'CRATER, ABOUT 50 FEET BELOW TOP OF HILL.
 TU1391'
 TU1391'LOCATED ABOUT 1/4 MILE NORTH OF SALT LAKE AND 1-1/2 MILES
 TU1391'SOUTHEAST OF AIEA.  THIS IS THE HILL UPON WHICH TRIANGULATION
 TU1391'STATION SALT LAKE IS LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0651 ***********************************************************************
 TU0651  DESIGNATION -  SCHOFIELD E BASE RM 1
 TU0651  PID         -  TU0651
 TU0651  STATE/COUNTY-  HI/HONOLULU
 TU0651  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0651
 TU0651                         *CURRENT SURVEY CONTROL
 TU0651  ___________________________________________________________________
 TU0651* NAD 83(1986)-  21 28 50.     (N)    158 01 32.     (W)     SCALED    
 TU0651* LOCAL TIDAL -       255.413  (meters)     837.97   (feet)  ADJ UNCH  
 TU0651  ___________________________________________________________________
 TU0651  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0651
 TU0651  VERT ORDER  -  FIRST     CLASS II
 TU0651
 TU0651.The horizontal coordinates were scaled from a topographic map and have
 TU0651.an estimated accuracy of +/- 6 seconds.
 TU0651
 TU0651.The orthometric height was key entered from printed documents
 TU0651.and not key verified.
 TU0651
 TU0651.The geoid height was determined by GEOID03.
 TU0651
 TU0651;                    North         East    Units  Estimated Accuracy
 TU0651;SPC HI 3     -    34,750.      497,350.      MT  (+/- 180 meters Scaled)
 TU0651
 TU0651                          SUPERSEDED SURVEY CONTROL
 TU0651
 TU0651.No superseded survey control is available for this station.
 TU0651
 TU0651_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ009756(NAD 83)
 TU0651_MARKER: DR = REFERENCE MARK DISK
 TU0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0651_STAMPING: SCHOFIELD NO 1 E BASE
 TU0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0651+STABILITY: SURFACE MOTION
 TU0651
 TU0651  HISTORY     - Date     Condition        Report By
 TU0651  HISTORY     - UNK      MONUMENTED       CGS
 TU0651  HISTORY     - 1969     GOOD             NGS
 TU0651
 TU0651                          STATION DESCRIPTION
 TU0651
 TU0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0651'1.65 MI S FROM WAHIAWA.
 TU0651'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0651'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0651'SOUTH ALONG STATE HIGHWAY 80, THENCE 0.8 MILE SOUTH ALONG STATE
 TU0651'HIGHWAY 99, THENCE 0.1 MILE EAST ALONG AN ASPHALT ROAD, THENCE 0.05
 TU0651'MILE NORTH ALONG A NARROW TRACK ROAD THROUGH HIGH BRUSH, 68.3 FEET
 TU0651'SOUTH OF THE STATION, 22 FEET WEST OF THE CENTER LINE OF TAK ROAD, AND
 TU0651'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0653 ***********************************************************************
 TU0653  DESIGNATION -  SCHOFIELD E BASE RM 2
 TU0653  PID         -  TU0653
 TU0653  STATE/COUNTY-  HI/HONOLULU
 TU0653  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0653
 TU0653                         *CURRENT SURVEY CONTROL
 TU0653  ___________________________________________________________________
 TU0653* NAD 83(1986)-  21 28 50.     (N)    158 01 32.     (W)     SCALED    
 TU0653* LOCAL TIDAL -       255.091  (meters)     836.91   (feet)  ADJ UNCH  
 TU0653  ___________________________________________________________________
 TU0653  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0653
 TU0653  VERT ORDER  -  FIRST     CLASS II
 TU0653
 TU0653.The horizontal coordinates were scaled from a topographic map and have
 TU0653.an estimated accuracy of +/- 6 seconds.
 TU0653
 TU0653.The orthometric height was key entered from printed documents
 TU0653.and not key verified.
 TU0653
 TU0653.The geoid height was determined by GEOID03.
 TU0653
 TU0653;                    North         East    Units  Estimated Accuracy
 TU0653;SPC HI 3     -    34,750.      497,350.      MT  (+/- 180 meters Scaled)
 TU0653
 TU0653                          SUPERSEDED SURVEY CONTROL
 TU0653
 TU0653.No superseded survey control is available for this station.
 TU0653
 TU0653_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ009756(NAD 83)
 TU0653_MARKER: DR = REFERENCE MARK DISK
 TU0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0653_STAMPING: SCHOFIELD NO 2 BASE E
 TU0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0653+STABILITY: SURFACE MOTION
 TU0653
 TU0653  HISTORY     - Date     Condition        Report By
 TU0653  HISTORY     - UNK      MONUMENTED       CGS
 TU0653  HISTORY     - 1969     GOOD             NGS
 TU0653
 TU0653                          STATION DESCRIPTION
 TU0653
 TU0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0653'1.65 MI S FROM WAHIAWA.
 TU0653'0.1 MILE SOUTHEAST ALONG LAHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0653'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0653'SOUTH ALONG STATE HIGHWAY 80, THENCE 0.8 MILE SOUTH ALONG STATE
 TU0653'HIGHWAY 99, THENCE 0.1 MILE EAST ALONG AN ASPHALT ROAD, THENCE 0.05
 TU0653'MILE NORTH ALONG A NARROW TRACK ROAD THROUGH HIGH BRUSH, 60.0 FEET
 TU0653'WEST OF THE STATION, 6.4 FEET NORTH OF SCHOFIELD MAGNETIC STATION, AND
 TU0653'SET IN THE TOP OF A CONCRETE POST.  NOTE-- ONE CORNER OF THE CONCRETE
 TU0653'POST HAS BEEN CHIPPED BUT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0652 ***********************************************************************
 TU0652  DESIGNATION -  SCHOFIELD EAST BASE
 TU0652  PID         -  TU0652
 TU0652  STATE/COUNTY-  HI/HONOLULU
 TU0652  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0652
 TU0652                         *CURRENT SURVEY CONTROL
 TU0652  ___________________________________________________________________
 TU0652* NAD 83(1993)-  21 28 49.74751(N)    158 01 32.44410(W)     ADJUSTED  
 TU0652* LOCAL TIDAL -       255.481  (meters)     838.19   (feet)  ADJ UNCH  
 TU0652  ___________________________________________________________________
 TU0652  EPOCH DATE  -        1993.62
 TU0652  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 TU0652  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0652
 TU0652  HORZ ORDER  -  FIRST
 TU0652  VERT ORDER  -  FIRST     CLASS II
 TU0652
 TU0652.The horizontal coordinates were established by classical geodetic methods
 TU0652.and adjusted by the National Geodetic Survey in December 1998..
 TU0652.The horizontal coordinates are valid at the epoch date displayed above.
 TU0652.The epoch date for horizontal control is a decimal equivalence
 TU0652.of Year/Month/Day.
 TU0652
 TU0652.The orthometric height was key entered from printed documents
 TU0652.and not key verified.
 TU0652
 TU0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0652
 TU0652.The geoid height was determined by GEOID03.
 TU0652
 TU0652;                    North         East     Units Scale Factor Converg.
 TU0652;SPC HI 3     -    34,746.279   497,338.817   MT  0.99999009   -0 00 33.9
 TU0652;UTM  04      - 2,375,640.071   600,936.010   MT  0.99972589   +0 21 24.5
 TU0652
 TU0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0652!SPC HI 3     -   0.99995737  x   0.99999009  =   0.99994746
 TU0652!UTM  04      -   0.99995737  x   0.99972589  =   0.99968327
 TU0652
 TU0652:                Primary Azimuth Mark                     Grid Az
 TU0652:SPC HI 3     -  WHITMORE MIL RES DOUBLE TANK             007 49 44.2
 TU0652:UTM  04      -  WHITMORE MIL RES DOUBLE TANK             007 27 45.8
 TU0652
 TU0652|---------------------------------------------------------------------|
 TU0652| PID    Reference Object                     Distance      Geod. Az  |
 TU0652|                                                           dddmmss.s |
 TU0652| TU1509 WHITMORE MIL RES DOUBLE TANK        APPROX. 6.7 KM 0074910.3 |
 TU0652| TU1508 WAHIAWA USN COMM STA TOWER          APPROX. 4.4 KM 0273511.8 |
 TU0652| TU1616 WAIPIO UKA RESET                    APPROX. 4.0 KM 1545714.4 |
 TU0652| CJ9042 SCHOFIELD EAST BASE RM 1             20.813 METERS 16633     |
 TU0652| TU1647 WHEELER AFB S REC MAST              APPROX. 1.3 KM 2203030.1 |
 TU0652| TU1648 WHEELER AFB N REC MAST              APPROX. 1.1 KM 2420016.5 |
 TU0652| TU1623 WHEELER AFB CONTROL TOWER BCN       APPROX. 1.7 KM 2740058.3 |
 TU0652| TU0654 SCHOFIELD MAGNETIC                   17.945 METERS 28026     |
 TU0652| TU1529 MT KAALA SE RADAR DOME              APPROX.12.4 KM 2835859.8 |
 TU0652| TU1531 KAALA                               APPROX.12.5 KM 2840651.2 |
 TU0652| CJ9043 SCHOFIELD EAST BASE RM 2             18.284 METERS 28631     |
 TU0652|---------------------------------------------------------------------|
 TU0652
 TU0652                          SUPERSEDED SURVEY CONTROL
 TU0652
 TU0652  NAD 83(1986)-  21 28 49.69745(N)    158 01 32.45507(W) AD(       ) 1
 TU0652  OLD HI      -  21 29 01.10775(N)    158 01 42.34924(W) AD(       ) 1
 TU0652
 TU0652.Superseded values are not recommended for survey control.
 TU0652.NGS no longer adjusts projects to the OLD HI datum.
 TU0652.See file dsdata.txt to determine how the superseded data were derived.
 TU0652
 TU0652_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0093675640(NAD 83)
 TU0652_MARKER: DS = TRIANGULATION STATION DISK
 TU0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0652_STAMPING: SCHOFIELD EAST BASE
 TU0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0652+STABILITY: SURFACE MOTION
 TU0652
 TU0652  HISTORY     - Date     Condition        Report By
 TU0652  HISTORY     - 1927     MONUMENTED       CGS
 TU0652  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU0652  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TU0652  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU0652  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0652  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0652  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0652  HISTORY     - 1969     GOOD             NGS
 TU0652
 TU0652                          STATION DESCRIPTION
 TU0652
 TU0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU0652'ON THE CENTRAL PLATEAU, ABOUT 23 MILES FROM HONOLULU, ABOUT 1/2
 TU0652'MILE SOUTH OF WAHIAWA, ABOUT 150 YARDS EAST OF THE RAILROAD TRACKS,
 TU0652'OAHU RAILWAY AND LAND CO., RUNNING INTO WAHIAWA, ON THE
 TU0652'CONTINUATION OF THE TANGENT GOING INTO THE SCHOFIELD RESERVATION AT
 TU0652'WHEELER FIELD, 20 FEET WEST OF THE ROAD IN FRONT OF THE
 TU0652'YARDMASTERS HOUSE.  MARKED ACCORDING TO NOTE 1A, A
 TU0652'STANDARD DISK STATION MARK IN CONCRETE POST.  AN UNDERGROUND
 TU0652'MARK WAS SET ACCORDING TO NOTE 7A, A STANDARD DISK STATION MARK
 TU0652'IN CONCRETE BLOCK 3 FEET BELOW SURFACE OF GROUND.  REFERENCE
 TU0652'MARKS, NOTE 11A, STANDARD REFERENCE DISKS IN CONCRETE
 TU0652'BLOCKS, ARE AT THE FOLLOWING DISTANCES AND AZIMUTHS FROM
 TU0652'STATION--NO. 1, 20.834 METERS (68.35 FEET), 346 DEG 34 MIN.
 TU0652'NO. 2, 18.288 METERS (60.00 FEET), 106 DEG 31 MIN.
 TU0652'RE-MARKED ACCORDING TO NOTE 14A IN 1929.
 TU0652
 TU0652                          STATION RECOVERY (1945)
 TU0652
 TU0652'RECOVERY NOTE BY US ARMY 1945
 TU0652'ABOUT 1/2 MILE S OF WAHIAWA, ABOUT 150 YARDS E OF RAILROAD TRACKS
 TU0652'AND ON THE CONTINUATION OF THE RAILROAD, TANGENT GOING INTO
 TU0652'SCHOFIELD RESERVATION AT WHEELER FIELD, AND 20 FEET W OF DIRT ROAD
 TU0652'IN FRONT OF SMALL HOUSE.  STATION IS IN BRUSHY FIELD BETWEEN THIS
 TU0652'DIRT ROAD AND THE RAILROAD TRACKS.
 TU0652'
 TU0652'STATION IS MARKED ACCORDING TO NOTE 14A.  MARKS ARE IN GOOD
 TU0652'CONDITION.
 TU0652
 TU0652                          STATION RECOVERY (1953)
 TU0652
 TU0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GAN)
 TU0652'RECOVERED IN GOOD CONDITION.  CONSIDERABLE BRUSH HAS GROWN UP
 TU0652'AROUND THE STATION.
 TU0652
 TU0652                          STATION RECOVERY (1961)
 TU0652
 TU0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CDU)
 TU0652'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU0652'CONDITION.  NEW DESCRIPTION FOLLOWS--
 TU0652'
 TU0652'THE STATION IS LOCATED IN A GROVE OF SCRUB TREES AND BUSHES
 TU0652'ABOUT 0.8 MI. S. OF THE OUTSKIRTS OF THE TOWN OF WAHIAWA, ON THE
 TU0652'E. SIDE OF KAMEHAMEHA HIGHWAY (STATE HWY. 99) AND ACROSS THE
 TU0652'HIGHWAY FROM WHEELER AIR FORCE BASE.
 TU0652'
 TU0652'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA AVENUE
 TU0652'AND KAMEHAMEHA HWY. IN WAHIAWA, DRIVE SOUTH ON KAMEHAMEHA HWY. FOR
 TU0652'1.3 MI. TO AN ASPHALT ROAD LEFT (SIGN READS U.S. ARMY LEILEHUA
 TU0652'GOLF COURSE), TURN LEFT AND PROCEED ABOUT 350 FT TO TRAIL INTO THE
 TU0652'BRUSH ON THE LEFT, TURN LEFT AND GO ABOUT 250 FT. TO STATION ON
 TU0652'THE LEFT.
 TU0652'
 TU0652'THE STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK
 TU0652'STAMPED SCHOFIELD EAST BASE 1927 SET IN TOP OF A CONCRETE
 TU0652'MONUMENT.  A TYPE A HAWAIIAN TERRITORIAL SURVEY MONUMENT IS
 TU0652'CENTERED OVER THE STATION MARK.  REFERENCE MARKS NO. 1 AND NO. 2
 TU0652'ARE STANDARD REFERENCE MARK DISKS STAMPED SCHOFIELD EAST BASE
 TU0652'1927 NO 1 AND SCHOFIELD EAST BASE 1927 NO 2 RESPECTIVELY AND ARE
 TU0652'SET IN THE TOP 1 FT. SQUARE CONCRETE MONUMENTS PROJECTING
 TU0652'ABOUT 4 IN. ABOVE THE GROUND SURFACE.
 TU0652'
 TU0652'A MAGNETIC STATION, MARKED BY A STANDARD MAGNETIC STATION DISK
 TU0652'STAMPED SCHOFIELD 1961 AND SET IN TOP OF A 6 IN. SQUARE CONCRETE
 TU0652'MONUMENT PROJECTING ABOUT 4 IN. ABOVE THE GROUND SURFACE, WAS
 TU0652'ESTABLISHED 59 FT. WEST (AZ. 100 DEG 26 MIN) OF THIS TRIANGULATION
 TU0652'STATION.
 TU0652
 TU0652                          STATION RECOVERY (1963)
 TU0652
 TU0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0652'STATION MARK, BOTH REFERENCE MARKS, AND A MAGNETIC STATION MARK
 TU0652'WERE RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU0652'
 TU0652'STATION IS LOCATED ABOUT 1 MILE AIRLINE SOUTH OF WAHIAWA, IN
 TU0652'THE DENSE BRUSH-COVERED AREA ALONG THE EAST SIDE OF STATE HIGHWAY
 TU0652'99, ACROSS THE HIGHWAY FROM THE EAST END OF WHEELER AIR FORCE BASE.
 TU0652'
 TU0652'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 80 AND 99 AT
 TU0652'THE SOUTH EDGE OF WAHIAWA, GO SOUTHERLY ON STATE HIGHWAY 99 FOR
 TU0652'0.8 MILE TO HARD-SURFACED SIDE ROAD LEFT AT SIGN LEILEHUA GOLF
 TU0652'COURSE.  TURN LEFT AND GO EAST 0.1 MILE TO DIM TRACK ROAD
 TU0652'LEFT.  TURN LEFT AND GO NORTH ON DIM ROAD, THROUGH DENSE BRUSH,
 TU0652'FOR 0.05 MILE TO STATION ON LEFT.
 TU0652'
 TU0652'STATION MARK IS A STANDARD DISK STAMPED SCHOFIELD EAST BASE,
 TU0652'SET IN THE TOP OF A 14-INCH-SQUARE, CONCRETE MONUMENT THAT
 TU0652'PROJECTS 4 INCHES.  IT IS 25-1/2 FEET WEST OF CENTER LINE OF
 TU0652'TRACK ROAD, 60 FEET NORTH-NORTHWEST OF A T-INTERSECTION OF TRACK
 TU0652'ROADS, ABOUT 135 YARDS EAST OF STATE HIGHWAY 99 AND 150 YARDS
 TU0652'NORTH OF THE HAWAII NATIONAL GUARD ARMORY.
 TU0652'
 TU0652'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SCHOFIELD
 TU0652'BASE E NO 1, SET IN THE TOP OF A 15-INCH-SQUARE, CONCRETE
 TU0652'MONUMENT THAT PROJECTS 5 INCHES.  IT IS LOCATED IN DENSE BRUSH,
 TU0652'19-1/2 FEET WEST OF CENTER LINE OF TRACK ROAD, OPPOSITE
 TU0652'T-INTERSECTION OF TRACK ROADS, AND AT SAME ELEVATION AS STATION
 TU0652'MARK.
 TU0652'
 TU0652'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SCHOFIELD
 TU0652'BASE E NO 2, SET IN THE TOP OF A 15-INCH-SQUARE, CONCRETE
 TU0652'MONUMENT THAT PROJECTS 7 INCHES.  IT IS LOCATED IN DENSE BRUSH
 TU0652'AND IS ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU0652'
 TU0652'SCHOFIELD MAGNETIC STATION IS A STANDARD MAGNETIC STATION DISK
 TU0652'STAMPED SCHOFIELD 1961, SET IN THE TOP OF A 6-INCH-SQUARE, CONCRETE
 TU0652'POST THAT PROJECTS 4 INCHES.  IT IS 6-1/2 FEET SOUTH OF REFERENCE
 TU0652'MARK NUMBER TWO AND AT THE SAME ELEVATION AS REFERENCE MARK
 TU0652'NUMBER TWO.
 TU0652
 TU0652                          STATION RECOVERY (1969)
 TU0652
 TU0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CS)
 TU0652'THE STATION, R.M. 1 AND 2 WERE RECOVERED IN GOOD CONDITION AND
 TU0652'LEVELED OVER IN 1969.
 TU0652'
 TU0652'TO REACH FROM THE POST OFFICE AT WAHIAWA, GO 0.1 MILE SOUTHEAST
 TU0652'ALONG LEHAU STREET, THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA
 TU0652'AVENUE, THENCE 0.4 MILE SOUTH ALONG STATE HIGHWAY 80, THENCE 0.8
 TU0652'MILE SOUTH ALONG STATE HIGHWAY 99 TO SIGN LEILEHAU GOLF COURSE,
 TU0652'THENCE 0.1 MILE EAST ALONG AN ASPHALT ROAD, THENCE 0.05 MILE
 TU0652'NORTH ALONG A NARROW TRACK ROAD THROUGH HIGH BRUSH.
 TU0652'
 TU0652'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 TU0652'SCHOFIELD EAST BASE.  25 FEET WEST OF THE CENTER LINE OF A HAWAII
 TU0652'NATIONAL GUARD TRACK ROAD, IN THE TOP OF A CONCRETE POST WHICH IS
 TU0652'UNDER A 5-FOOT-SQUARE CONCRETE PLATFORM.
 TU0652'
 TU0652'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED SCHOFIELD NO
 TU0652'1 E BASE.  68.3 FEET SOUTH OF THE STATION, IN THE TOP OF A
 TU0652'CONCRETE POST.
 TU0652'
 TU0652'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED SCHOFIELD NO 2
 TU0652'BASE E. 60.0 FEET WEST OF THE STATION IN THE TOP OF A CONCRETE
 TU0652'POST.
 TU0652'
 TU0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0652'ABOUT 1-1/2 MILES SOUTH OF WAHIAWA.
 TU0652
 TU0652                          STATION RECOVERY (1969)
 TU0652
 TU0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0652'STATION MARK, REFERENCE MARKS 1 AND 2, MAGNETIC STATION MARK
 TU0652'WERE RECOVERED AND FOUND IN GOOD CONDITION, DUE TO ROAD CHANGES
 TU0652'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 TU0652'
 TU0652'STATION IS LOCATED ABOUT 1 MILE SOUTH OF WAHIAWA, ON THE
 TU0652'SOUTHEAST SIDE OF WHEELER AIR FORCE BASE, IN A DENSE BRUSH-COVERED
 TU0652'AREA ON THE EAST SIDE OF STATE HIGHWAY 99.
 TU0652'
 TU0652'TO REACH FROM THE U.S. POST OFFICE IN WAHIAWA, GO SOUTH ON
 TU0652'LEHUIA STREET FOR 0.1 MILE TO CALIFORNIA AVENUE, TURN RIGHT AND
 TU0652'GO WESTERLY ON CALIFORNIA AVENUE FOR 0.2 MILE TO THE JUNCTION OF
 TU0652'STATE HIGHWAY 80, TURN LEFT AND GO SOUTHERLY ON STATE HIGHWAY 80
 TU0652'TO THE JUNCTION OF STATE HIGHWAY 99 AND 80, (AT THE SOUTH EDGE OF
 TU0652'WAHIAWA) TURN LEFT ON STATE HIGHWAY 99 AND GO SOUTHERLY FOR
 TU0652'0.7 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT EASTERLY ON A
 TU0652'PAVED ROAD FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT, (JUST
 TU0652'NORTH OF THE HAWAII NATIONAL GUARD ARMORY) TURN LEFT, NORTHERLY
 TU0652'ON TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 TU0652'
 TU0652'STATION MARK IS A STANDARD DISK, STAMPED SCHOFIELD EAST BASE,
 TU0652'SET IN THE TOP OF A 14 INCH SQUARE CONCRETE MONUMENT WHICH IS SET
 TU0652'FLUSH WITH THE SURFACE OF THE GROUND.  A ROCK AND CONCRETE MONUMENT
 TU0652'5 FEET 4 INCHES SQUARE AND 3 FEET 5 INCHES HIGH HAS BEEN ERECTED
 TU0652'OVER THE MARK.  IT IS 25 FEET WEST OF THE APPROXIMATE CENTER OF A
 TU0652'TRACK ROAD, 60 FEET NORTH NORTHEAST OF A T-INTERSECTION, 135
 TU0652'YARDS EAST OF STATE HIGHWAY 99, 150 YARDS NORTH OF THE HAWAII
 TU0652'NATIONAL GUARD ARMORY.
 TU0652'
 TU0652'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SCHOFIELD BASE E NO 1,
 TU0652'SET IN THE TOP OF A 15 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TU0652'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 19-1/2 FEET WEST
 TU0652'OF THE APPROXIMATE CENTER OF TRACK ROAD, AND ABOUT THE SAME
 TU0652'ELEVATION AS THE STATION MARK, THE BRUSH IS VERY DENSE IN THIS
 TU0652'AREA.
 TU0652'
 TU0652'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SCHOFIELD BASE E NO
 TU0652'2, SET IN THE TOP OF A 15 INCH SQUARE CONCRETE MONUMENT, WHICH
 TU0652'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  LOCATED IN
 TU0652'DENSE BRUSH AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 TU0652'
 TU0652'SCHOFIELD MAGNETIC STATION IS A STANDARD MAGNETIC STATION DISK,
 TU0652'STAMPED SCHOFIELD 1961, SET IN THE TOP OF A 5 INCH SQUARE CONCRETE
 TU0652'MONUMENT, WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 TU0652'GROUND.  IT IS 6-1/2 FEET SOUTH OF REFERENCE MARK TWO AND ABOUT
 TU0652'THE SAME ELEVATION AS REFERENCE MARK NUMBER TWO.
 TU0652'
 TU0652'NOTE.  NO MEASURMENT DUE TO DENSE BRUSH ON LINE.
 TU0652'
 TU0652'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 TU0652'
 TU0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0652'1 MILE SOUTH OF WAHIAWA.
 TU0652
 TU0652                          STATION RECOVERY (1969)
 TU0652
 TU0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0652'1.65 MI S FROM WAHIAWA.
 TU0652'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0652'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0652'SOUTH ALONG STATE HIGHWAY 80, THENCE 0.8 MILE SOUTH ALONG STATE
 TU0652'HIGHWAY 99 TO SIGN LEILEHAU GOLF COURSE, THENCE 0.1 MILE EAST ALONG AN
 TU0652'ASPHALT ROAD, THENCE 0.05 MILE NORTH ALONG A NARROW TRACK ROAD THROUGH
 TU0652'HIGH BRUSH, 25.0 FEET WEST OF THE CENTER LINE OF A HAWAII NATIONAL
 TU0652'GUARD TRACK ROAD, 68.3 FEET NORTH OF R.M. 1, 60.0 FEET EAST OF R.M. 2,
 TU0652'58.9 FEET EAST OF SCHOFIELD MAGNETIC STATION, IN THE TOP OF A CONCRETE
 TU0652'POST WHICH IS UNDER A 5-FOOT-SQUARE CONCRETE PLATFORM THE EAST AND
 TU0652'WEST WALL OF THE STRUCTURE IS MADE OF STONE ABOUT 3 1/2 FEET HIGH AND
 TU0652'HAS A 3-INCH IRON PIPE EXTENDING THROUGH THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1625 ***********************************************************************
 TU1625  DESIGNATION -  SCHOFIELD LAUNDRY STACK
 TU1625  PID         -  TU1625
 TU1625  STATE/COUNTY-  HI/HONOLULU
 TU1625  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1625
 TU1625                         *CURRENT SURVEY CONTROL
 TU1625  ___________________________________________________________________
 TU1625* NAD 83(1993)-  21 29 20.20616(N)    158 03 05.97316(W)     ADJUSTED  
 TU1625* LOCAL TIDAL -                                                        
 TU1625  ___________________________________________________________________
 TU1625  EPOCH DATE  -        1993.62
 TU1625  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 TU1625  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1625
 TU1625  HORZ ORDER  -  THIRD
 TU1625
 TU1625.The horizontal coordinates were established by classical geodetic methods
 TU1625.and adjusted by the National Geodetic Survey in December 1998..
 TU1625.The horizontal coordinates are valid at the epoch date displayed above.
 TU1625.The epoch date for horizontal control is a decimal equivalence
 TU1625.of Year/Month/Day.
 TU1625
 TU1625
 TU1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1625
 TU1625.The geoid height was determined by GEOID03.
 TU1625
 TU1625;                    North         East     Units Scale Factor Converg.
 TU1625;SPC HI 3     -    35,683.737   494,646.710   MT  0.99999035   -0 01 08.1
 TU1625;UTM  04      - 2,376,560.053   598,238.688   MT  0.99971925   +0 20 50.7
 TU1625
 TU1625                          SUPERSEDED SURVEY CONTROL
 TU1625
 TU1625  NAD 83(1986)-  21 29 20.15663(N)    158 03 05.98372(W) AD(       ) 4
 TU1625  OLD HI      -  21 29 31.53300(N)    158 03 15.88100(W) AD(       ) 3
 TU1625
 TU1625.Superseded values are not recommended for survey control.
 TU1625.NGS no longer adjusts projects to the OLD HI datum.
 TU1625.See file dsdata.txt to determine how the superseded data were derived.
 TU1625
 TU1625_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9823976560(NAD 83)
 TU1625
 TU1625  HISTORY     - Date     Condition        Report By
 TU1625  HISTORY     - UNK      MONUMENTED
 TU1625  HISTORY     - 1944     SEE DESCRIPTION  USE
 TU1625  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1625
 TU1625                          STATION DESCRIPTION
 TU1625
 TU1625'DESCRIBED BY US ENGINEERS 1944
 TU1625'LETTER OF W.D. PATTERSON, SUPERVISOR, PACIFIC DISTRICT,
 TU1625'HONOLULU, T.H., DATED 6/15/44--
 TU1625'
 TU1625'STATION DESTROYED.  REBUILT IN 1937.
 TU1625
 TU1625                          STATION RECOVERY (1964)
 TU1625
 TU1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1625'STATION IS GONE.  THE BUILDINGS ARE NOW USED FOR A USARHAW
 TU1625'AUDITORIUM, CRAFT SHOP, AND PX.  THE STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0654 ***********************************************************************
 TU0654  DESIGNATION -  SCHOFIELD MAGNETIC
 TU0654  PID         -  TU0654
 TU0654  STATE/COUNTY-  HI/HONOLULU
 TU0654  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0654
 TU0654                         *CURRENT SURVEY CONTROL
 TU0654  ___________________________________________________________________
 TU0654* NAD 83(1993)-  21 28 49.85309(N)    158 01 33.05718(W)     ADJUSTED  
 TU0654* LOCAL TIDAL -       255.034  (meters)     836.72   (feet)  ADJ UNCH  
 TU0654  ___________________________________________________________________
 TU0654  EPOCH DATE  -        1993.62
 TU0654  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 TU0654  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU0654
 TU0654  HORZ ORDER  -  SECOND
 TU0654  VERT ORDER  -  FIRST     CLASS II
 TU0654
 TU0654.The horizontal coordinates were established by classical geodetic methods
 TU0654.and adjusted by the National Geodetic Survey in December 1998..
 TU0654.The horizontal coordinates are valid at the epoch date displayed above.
 TU0654.The epoch date for horizontal control is a decimal equivalence
 TU0654.of Year/Month/Day.
 TU0654
 TU0654.The orthometric height was key entered from printed documents
 TU0654.and not key verified.
 TU0654
 TU0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0654
 TU0654.The geoid height was determined by GEOID03.
 TU0654
 TU0654;                    North         East     Units Scale Factor Converg.
 TU0654;SPC HI 3     -    34,749.529   497,321.169   MT  0.99999009   -0 00 34.1
 TU0654;UTM  04      - 2,375,643.207   600,918.346   MT  0.99972585   +0 21 24.3
 TU0654
 TU0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0654!SPC HI 3     -   0.99995744  x   0.99999009  =   0.99994753
 TU0654!UTM  04      -   0.99995744  x   0.99972585  =   0.99968330
 TU0654
 TU0654                          SUPERSEDED SURVEY CONTROL
 TU0654
 TU0654  NAD 83(1986)-  21 28 49.80303(N)    158 01 33.06815(W) AD(       ) 2
 TU0654  OLD HI      -  21 29 01.21313(N)    158 01 42.96235(W) AD(       ) 2
 TU0654
 TU0654.Superseded values are not recommended for survey control.
 TU0654.NGS no longer adjusts projects to the OLD HI datum.
 TU0654.See file dsdata.txt to determine how the superseded data were derived.
 TU0654
 TU0654_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0091875643(NAD 83)
 TU0654_MARKER: DM = MAGNETIC STATION DISK
 TU0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0654_STAMPING: SCHOFIELD T96T
 TU0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0654+STABILITY: SURFACE MOTION
 TU0654
 TU0654  HISTORY     - Date     Condition        Report By
 TU0654  HISTORY     - 1969     MONUMENTED       CGS
 TU0654  HISTORY     - 1969     GOOD             NGS
 TU0654
 TU0654                          STATION DESCRIPTION
 TU0654
 TU0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0654'SEE STATION SCHOFIELD EAST BASE
 TU0654
 TU0654                          STATION RECOVERY (1969)
 TU0654
 TU0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0654'1.65 MI S FROM WAHIAWA.
 TU0654'0.1 MILE SOUTHEAST ALONG LEHAU STREET FROM THE POST OFFICE AT WAHIAWA,
 TU0654'THENCE 0.2 MILE SOUTHWEST ALONG CALIFORNIA AVENUE, THENCE 0.4 MILE
 TU0654'SOUTH ALONG STATE HIGHWAY 80, THENCE 0.8 MILE SOUTH ALONG STATE
 TU0654'HIGHWAY 99, THENCE 0.1 MILE EAST ALONG AN ASPHALT ROAD, THENCE 0.05
 TU0654'MILE NORTH ALONG A NARROW TRACK ROAD THROUGH HIGH BRUSH, 58.9 FEET
 TU0654'WEST OF SCHOFIELD EAST BASE TRIANGULATION STATION, 6.4 FEET SOUTH OF
 TU0654'SCHOFIELD EAST BASE R.M. 2, AND SET IN THE TOP OF A CONCRETE POST
 TU0654'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1624 ***********************************************************************
 TU1624  DESIGNATION -  SCHOFIELD POST FLAG
 TU1624  PID         -  TU1624
 TU1624  STATE/COUNTY-  HI/HONOLULU
 TU1624  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1624
 TU1624                         *CURRENT SURVEY CONTROL
 TU1624  ___________________________________________________________________
 TU1624* NAD 83(1993)-  21 29 23.08417(N)    158 02 54.99836(W)     ADJUSTED  
 TU1624* LOCAL TIDAL -                                                        
 TU1624  ___________________________________________________________________
 TU1624  EPOCH DATE  -        1993.62
 TU1624  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 TU1624  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU1624
 TU1624  HORZ ORDER  -  THIRD
 TU1624
 TU1624.The horizontal coordinates were established by classical geodetic methods
 TU1624.and adjusted by the National Geodetic Survey in December 1998..
 TU1624.The horizontal coordinates are valid at the epoch date displayed above.
 TU1624.The epoch date for horizontal control is a decimal equivalence
 TU1624.of Year/Month/Day.
 TU1624
 TU1624
 TU1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1624
 TU1624.The geoid height was determined by GEOID03.
 TU1624
 TU1624;                    North         East     Units Scale Factor Converg.
 TU1624;SPC HI 3     -    35,772.152   494,962.651   MT  0.99999031   -0 01 04.1
 TU1624;UTM  04      - 2,376,650.462   598,553.971   MT  0.99972002   +0 20 54.8
 TU1624
 TU1624                          SUPERSEDED SURVEY CONTROL
 TU1624
 TU1624  NAD 83(1986)-  21 29 23.03465(N)    158 02 55.00883(W) AD(       ) 4
 TU1624  OLD HI      -  21 29 34.41300(N)    158 03 04.90800(W) AD(       ) 3
 TU1624
 TU1624.Superseded values are not recommended for survey control.
 TU1624.NGS no longer adjusts projects to the OLD HI datum.
 TU1624.See file dsdata.txt to determine how the superseded data were derived.
 TU1624
 TU1624_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9855476650(NAD 83)
 TU1624
 TU1624  HISTORY     - Date     Condition        Report By
 TU1624  HISTORY     - UNK      MONUMENTED
 TU1624  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1624
 TU1624                          STATION DESCRIPTION
 TU1624
 TU1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1624'STATION IS GONE.  IT WAS LOCATED ALONG THE NORTHEAST SIDE OF
 TU1624'WAIANAE AVENUE, BETWEEN THE TWO INTERSECTIONS OF GENERALS LOOP.
 TU1624'
 TU1624'THE PRESENT BASE FLAGPOLE IS LOCATED AT THE NORTH SIDE OF
 TU1624'U.S. ARMY HAWAII HEADQUARTERS ON FOURNIER ROAD, 1 BLOCK SOUTH
 TU1624'OF TRIMBLE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0659 ***********************************************************************
 TU0659  DESIGNATION -  SCHOFIELD W BASE
 TU0659  PID         -  TU0659
 TU0659  STATE/COUNTY-  HI/HONOLULU
 TU0659  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU0659
 TU0659                         *CURRENT SURVEY CONTROL
 TU0659  ___________________________________________________________________
 TU0659* NAD 83(1993)-  21 29 09.45020(N)    158 04 01.90837(W)     ADJUSTED  
 TU0659* LOCAL TIDAL -       278.129  (meters)     912.49   (feet)  ADJ UNCH  
 TU0659  ___________________________________________________________________
 TU0659  EPOCH DATE  -        1993.62
 TU0659  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 TU0659  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU0659
 TU0659  HORZ ORDER  -  FIRST
 TU0659  VERT ORDER  -  FIRST     CLASS II
 TU0659
 TU0659.The horizontal coordinates were established by classical geodetic methods
 TU0659.and adjusted by the National Geodetic Survey in December 1998..
 TU0659.The horizontal coordinates are valid at the epoch date displayed above.
 TU0659.The epoch date for horizontal control is a decimal equivalence
 TU0659.of Year/Month/Day.
 TU0659
 TU0659.The orthometric height was key entered from printed documents
 TU0659.and not key verified.
 TU0659
 TU0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0659
 TU0659.The geoid height was determined by GEOID03.
 TU0659
 TU0659;                    North         East     Units Scale Factor Converg.
 TU0659;SPC HI 3     -    35,353.536   493,036.457   MT  0.99999060   -0 01 28.6
 TU0659;UTM  04      - 2,376,219.657   596,631.018   MT  0.99971538   +0 20 30.1
 TU0659
 TU0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0659!SPC HI 3     -   0.99995381  x   0.99999060  =   0.99994441
 TU0659!UTM  04      -   0.99995381  x   0.99971538  =   0.99966920
 TU0659
 TU0659|---------------------------------------------------------------------|
 TU0659| PID    Reference Object                     Distance      Geod. Az  |
 TU0659|                                                           dddmmss.s |
 TU0659| CJ9046 SCHOFIELD WEST BASE RM 2             44.855 METERS 01136     |
 TU0659| CJ9047 SCHOFIELD WEST BASE RM 3             48.344 METERS 05120     |
 TU0659| TU1508 WAHIAWA USN COMM STA TOWER          APPROX. 7.2 KM 0622029.3 |
 TU0659| CJ9045 SCHOFIELD WEST BASE RM 1             65.950 METERS 10113     |
 TU0659| TU1621 WHEELER AFB AFCS REC FAC TOWER      APPROX. 3.5 KM 1061028.9 |
 TU0659| CJ9044 SCHOFIELD W BASE AZ MK                             1091429.8 |
 TU0659| CJ9048 SCHOFIELD WEST BASE RM 4             54.261 METERS 34323     |
 TU0659|---------------------------------------------------------------------|
 TU0659
 TU0659                          SUPERSEDED SURVEY CONTROL
 TU0659
 TU0659  NAD 83(1986)-  21 29 09.40001(N)    158 04 01.91949(W) AD(       ) 1
 TU0659  OLD HI      -  21 29 20.80793(N)    158 04 11.81530(W) AD(       ) 1
 TU0659
 TU0659.Superseded values are not recommended for survey control.
 TU0659.NGS no longer adjusts projects to the OLD HI datum.
 TU0659.See file dsdata.txt to determine how the superseded data were derived.
 TU0659
 TU0659_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9663176220(NAD 83)
 TU0659_MARKER: DS = TRIANGULATION STATION DISK
 TU0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0659_STAMPING: SCHOFIELD W BASE 1927
 TU0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0659+STABILITY: SURFACE MOTION
 TU0659
 TU0659  HISTORY     - Date     Condition        Report By
 TU0659  HISTORY     - 1927     MONUMENTED       CGS
 TU0659  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU0659  HISTORY     - 1953     SEE DESCRIPTION  CGS
 TU0659  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU0659  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU0659  HISTORY     - 1963     GOOD             NGS
 TU0659  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0659
 TU0659                          STATION DESCRIPTION
 TU0659
 TU0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU0659'ON THE CENTRAL PLATEAU, ABOUT 23 MILES FROM HONOLULU, ABOUT 150
 TU0659'FEET SOUTH OF THE SOUTHERN EDGE OF THE SCHOFIELD RESERVATION,
 TU0659'SOUTHEAST OF THE NINETEENTH INFANTRY BARRACKS, AT THE WESTERN EDGE
 TU0659'OF THE TANGENT OF THE OAHU RAILWAY AND LAND CO. TRACKS ENTERING
 TU0659'THE RESERVATION AT WHEELER FIELD, ABOUT 225 FEET WEST OF POINT OF
 TU0659'TANGENCY OF CURVE, 24 FEET SOUTH OF TRACKS AND ON THE EDGE OF AN
 TU0659'OLD PINEAPPLE FIELD.  MARKED ACCORDING TO NOTE 1A, A STANDARD DISK
 TU0659'STATION MARK IN CONCRETE BLOCK.  THE UNDERGROUND MARK, NOTE
 TU0659'7A, IS A STANDARD DISK STATION MARK IN CONCRETE BLOCK 3 FEET
 TU0659'BELOW SURFACE OF GROUND.  REFERENCE MARKS, NOTE 11A, STANDARD
 TU0659'REFERENCE DISKS IN CONCRETE BLOCKS, ARE AT THE FOLLOWING
 TU0659'DISTANCES AND AZIMUTHS FROM STATION--NO. 1 65.950 METERS
 TU0659'(216.37 FEET), 281 DEG 13 MIN.  NO. 2, 44.855 METERS
 TU0659'(147.16 FEET), 191 DEG 36 MIN.  RE-MARKED ACCORDING TO NOTE 14A IN
 TU0659'1929.
 TU0659
 TU0659                          STATION RECOVERY (1945)
 TU0659
 TU0659'RECOVERY NOTE BY US ARMY 1945
 TU0659'FROM THE INTERSECTION OF HIGHWAYS 231 AND 3 AT WHEELER FIELD,
 TU0659'PROCEED SW VIA HIGHWAY 3 FOR 0.4 MILE TO JUNCTION WITH RAILROAD
 TU0659'TRACK AND PAVED ROAD LEADING NW, THENCE NW VIA PAVED ROAD FOR 1.3
 TU0659'MILES TO INTERSECTION OF RAILROAD TRACK ACROSS PAVED ROAD AND
 TU0659'STATION SITE.
 TU0659'
 TU0659'STATION IS 24 FEET S OF RAILROAD, 15 FEET N OF DIRT ROAD
 TU0659'(CENTER-LINE) AROUND PINEAPPLE FIELD, AND 150 FEET S OF PAVED ROAD.
 TU0659'
 TU0659'STATION IS MARKED ACCORDING TO NOTE 14A.  MARK FOUND IN GOOD
 TU0659'CONDITION.
 TU0659
 TU0659                          STATION RECOVERY (1953)
 TU0659
 TU0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GAN)
 TU0659'RECOVERED IN GOOD CONDITION.  IT IS AT THE EDGE OF A PINEAPPLE
 TU0659'FIELD.
 TU0659
 TU0659                          STATION RECOVERY (1961)
 TU0659
 TU0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CDU)
 TU0659'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 TU0659'MARKS, WHICH FALL WITHIN THE CULTIVATED AREA OF THE PINEAPPLE
 TU0659'FIELD, WERE NOT RECOVERED.  NEW DESCRIPTION FOLLOWS--
 TU0659'
 TU0659'THE STATION IS LOCATED ABOUT 2-1/2 MI. WSW OF THE TOWN OF
 TU0659'WAHIAWA IN THE PINEAPPLE FIELD ALONG THE SOUTH BOUNDRY OF THE MAIN
 TU0659'SCHOFIELD BARRACKS AREA.
 TU0659'
 TU0659'TO REACH THE STATION FROM THE INTERSECTION OF CALIFORNIA AVE. AND
 TU0659'KAMEHAMEHA HWY. IN WAHIAWA, DRIVE S. ON KAM HWY. (STATE HWY. 80)
 TU0659'FOR ABOUT 0.4 MI. TO JUNCTION OF KAM HWY. AND WILIKINA DRIVE (STATE
 TU0659'HWY. 99), BEAR RIGHT AND FOLLOW WILIKINA DRIVE FOR 0.8 MI. TO A
 TU0659'TRAFFIC LIGHT AT THE JUNCTION OF WILIKINA DRIVE AND KUNIA ROAD
 TU0659'(STATE HWY 75), TURN LEFT AND FOLLOW KUNIA ROAD IN A SLY
 TU0659'DIRECTION FOR 1.7 MI. TO ASPHALT SURFACED ROAD RIGHT AT A
 TU0659'FACILITY OF THE DEL MONTE CANNING CO., TURN RIGHT AND FOLLOW THE
 TU0659'PAVED ROAD AND THE MAIN PINEAPPLE ROAD IN A NLY DIRECTION FOR ABOUT
 TU0659'1 MI. TO THE FENCE ALONG THE S. SIDE OF SCHOFIELD BARRACKS, BEAR
 TU0659'LEFT AND FOLLOW THE FENCE IN A WNWLY DIRECTION FOR ABOUT 0.6 MI. TO
 TU0659'THE STATION ON THE LEFT.
 TU0659'
 TU0659'THE STATION IS MARKED BY A STANDARD TRIANGULATION STATION DISK
 TU0659'STAMPED SCHOFIELD WEST BASE 1927 SET IN THE TOP OF A CONCRETE
 TU0659'MONUMENT.  TERR. SURVEY MON. IS CENTERED OVER STA. MARK.
 TU0659
 TU0659                          STATION RECOVERY (1963)
 TU0659
 TU0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU0659'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A SEARCH WAS MADE
 TU0659'FOR THE REFERENCE MARKS BY DISTANCE AND ANGLE, BUT THEY WERE NOT
 TU0659'RECOVERED.  TWO NEW REFERENCE MARKS, NUMBERS THREE AND FOUR, WERE
 TU0659'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU0659'
 TU0659'STATION IS LOCATED ABOUT 2-1/2 MILES AIRLINE WEST-SOUTHWEST OF
 TU0659'WAHIAWA AND 2 MILES NORTH-NORTHWEST OF THE KUNIA POST OFFICE, IN
 TU0659'A PINEAPPLE FIELD ALONG THE SOUTH SIDE OF THE SCHOFIELD BARRACKS
 TU0659'BOUNDARY FENCE, ABOUT OPPOSITE BUILDING NO. 2138.
 TU0659'
 TU0659'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND 75 AT
 TU0659'SCHOFIELD BARRACKS, GO SOUTHWEST ON STATE HIGHWAY 75 FOR 1.7 MILES
 TU0659'TO SIDE ROAD RIGHT, AT TOP OF GRADE.  TURN RIGHT AND GO 0.15
 TU0659'MILE.  TAKE RIGHT FORK, UP OVER RISE AND DOWN ACROSS DEEP RAVINE,
 TU0659'FOR 0.9 MILE.  BEAR LEFT AND GO WEST ON FIELD ROAD ALONG THE
 TU0659'SCHOFIELD BOUNDARY FENCE FOR 0.65 MILE TO STATION ON LEFT.
 TU0659'
 TU0659'STATION MARK IS A STANDARD DISK STAMPED SCHOFIELD W BASE 1927, SET
 TU0659'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH THE
 TU0659'GROUND.  IT IS 142 FEET SOUTH OF THE FENCE, ALONG THE FIRST FIELD
 TU0659'ROAD, AND 45 YARDS EAST FROM WEST END OF PINEAPPLE FIELD.  A
 TU0659'TERRITORY OF HAWAII SURVEY SIGNAL IS CENTERED OVER THE MARK.  THE
 TU0659'CONCRETE FLOOR IS 4 FEET ABOVE GROUND AND THE METAL TARGET
 TU0659'EXTENDS 7 FEET ABOVE THE FLOOR.
 TU0659'
 TU0659'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED SCHOFIELD
 TU0659'WEST BASE NO 3 1927 1963, SET IN THE TOP OF AN 11-INCH-SQUARE,
 TU0659'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS 1.2
 TU0659'FEET SOUTH OF THE FENCE, 78.6 FEET EAST OF THE EAST GATEPOST OF A
 TU0659'LARGE GATE, 17.6 FEET SOUTHEAST OF A 3-FOOT EUCALYPTUS TREE, 14.6
 TU0659'FEET NORTH OF CENTER LINE OF FIELD ROAD AND 1.8 FEET HIGHER THAN
 TU0659'STATION MARK.
 TU0659'*REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED
 TU0659'SCHOFIELD WEST BASE NO 4 1927 1963, SET IN THE TOP OF AN
 TU0659'11-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 TU0659'ABOVE GROUND.  IT IS 1.2 FEET SOUTH OF THE FENCE, 97.6 FEET WEST
 TU0659'OF THE WEST GATEPOST OF THE LARGE GATE, AND 3.4 FEET LOWER THAN
 TU0659'STATION MARK.
 TU0659
 TU0659                          STATION RECOVERY (1963)
 TU0659
 TU0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 TU0659'1.3 MI W FROM SCHOFIELD BARRACKS.
 TU0659'1.3 MILES WEST ALONG LYMAN ROAD FROM THE SENTRY POST AT THE LYMAN GATE
 TU0659'AT SCHOFIELD BARRACKS, ABOUT 200 YARDS SOUTH OF BUILDING 2138, 35
 TU0659'YARDS SOUTH OF GATE IN BOUNDARY FENCE OPPOSITE SOUTHWEST END OF
 TU0659'BUILDING 2138, 45 YARDS EAST OF T-INTERSECTION OF PINEAPPLE FIELD
 TU0659'ROADS, AND SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 TU0659'WITH THE GROUND.  NOTE-- A HAWAII TERRITORIAL SURVEY, TYPE A STRUCTURE
 TU0659'IS BUILT OVER THE MARK.  THIS CONSISTS OF A 5-FOOT-SQUARE CONCRETE
 TU0659'SLAB, SUPPORTED AT ITS NORTH AND SOUTH SIDES BY STONE AND MORTAR WALLS
 TU0659'3-1/2 FEET ABOVE THE GROUND.  A RED AND WHITE, METAL SIGNAL EXTENDS 7
 TU0659'FEET ABOVE THE FLOOR.
 TU0659
 TU0659                          STATION RECOVERY (1969)
 TU0659
 TU0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0659'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO FIELD VEGETATION.
 TU0659'
 TU0659'STATION MARK, REFERENCE MARKS 3 ANND 4 WERE RECOVERED AS
 TU0659'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO THE
 TU0659'REFERENCE MARKS CHECKED BUT A DIFFERENCE WAS NOTED IN THE DISTANCE
 TU0659'TO BOTH REFERENCE MARKS AND WAS CHECKED IN THE FIELD.  AN AZIMUTH
 TU0659'MARK WAS ESTABLISHED AT THIS TIME.
 TU0659'
 TU0659'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 TU0659'
 TU0659'STATION IS LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF WAHAIWA,
 TU0659'2.0 MILES NORTH-NORTHWEST OF THE KUNIA POST OFFICE AND IS IN A
 TU0659'PINEAPPLE FIELD NEAR THE SOUTH BOUNDARY FENCE OF SCHOFIELD
 TU0659'BARRACKS.
 TU0659'
 TU0659'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 99 AND 75 AT
 TU0659'SCHOFIELD BARRACKS, GO SOUTHWEST ON STATE HIGHWAY 75 FOR 1.6 MILES
 TU0659'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST ALONG SOME PINEAPPLE
 TU0659'SHEDS FOR 0.1 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTH ON A
 TU0659'FIELD ROAD, CROSSING A RAVINE FOR 0.9 MILE TO A SECURITY FENCE
 TU0659'THENCE WESTERLY ALONG THE SOUTH SIDE OF THE FENCE FOR 0.15 MILE
 TU0659'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WESTERLY ALONG THE
 TU0659'FENCE FOR 0.5 MILE TO THE STATION ON THE LEFT.
 TU0659'
 TU0659'STATION MARK IS A STANDARD DISK, STAMPED SCHOFIELD W. BASE 1927,
 TU0659'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 TU0659'SURFACE.  A ROCK AND CONCRETE MONUMENT 5-1/2 FEET SQUARE AND 3-1/2
 TU0659'FEET TALL HAS BEEN ERECTED OVER THE MARK.  IT IS LOCATED IN THE
 TU0659'CENTER OF A NORTHWEST-SOUTHEAST FIELD ROAD AND IS 140.0 FEET
 TU0659'SOUTHWEST OF A GATE IN THE SECURITY FENCE.
 TU0659'
 TU0659'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SCHOFIELD WEST BASE
 TU0659'1927 NO 3 1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 TU0659'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 TU0659'12.0 FEET NORTHEAST OF THE CENTER OF A BLADED ROAD AND 1.2 FEET
 TU0659'SOUTHWEST OF THE SECURITY FENCE.
 TU0659'
 TU0659'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED SCHOFIELD WEST
 TU0659'BASE 1927 NO 4 1963, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 TU0659'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT
 TU0659'IS 13.0 FEET NORTHEAST OF THE CENTER OF THE ROAD AND 1.2 FEET
 TU0659'SOUTHWEST OF THE SECURITY FENCE.
 TU0659'
 TU0659'AZIMUTH MARK IS A STANDARD DISK STAMPED SCHOFIELD W BASE 1927 1969,
 TU0659'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS
 TU0659'FLUSH WITH THE GROUND SURFACE.  IT IS 11.0 FEET NE OF THE CENTER
 TU0659'OF A BLADED ROAD, 2.1 FEET NW OF A METAL WITNESS POST AND 1.8
 TU0659'FEET SW OF A SECURITY FENCE.
 TU0659'
 TU0659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0659'2-1/2 MILES WSW OF WAHAIWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2144 ***********************************************************************
 TU2144  DESIGNATION -  SCHOOL
 TU2144  PID         -  TU2144
 TU2144  STATE/COUNTY-  HI/HAWAII
 TU2144  USGS QUAD   -  PAPAIKOU (1994)
 TU2144
 TU2144                         *CURRENT SURVEY CONTROL
 TU2144  ___________________________________________________________________
 TU2144* NAD 83(1993)-  19 49 50.73271(N)    155 05 46.53706(W)     ADJUSTED  
 TU2144* LOCAL TIDAL -                                                        
 TU2144  ___________________________________________________________________
 TU2144  EPOCH DATE  -        1993.62
 TU2144  LAPLACE CORR-         -19.66  (seconds)                    DEFLEC99
 TU2144  GEOID HEIGHT-          17.77  (meters)                     GEOID03
 TU2144
 TU2144  HORZ ORDER  -  THIRD
 TU2144
 TU2144.The horizontal coordinates were established by classical geodetic methods
 TU2144.and adjusted by the National Geodetic Survey in December 1998..
 TU2144.The horizontal coordinates are valid at the epoch date displayed above.
 TU2144.The epoch date for horizontal control is a decimal equivalence
 TU2144.of Year/Month/Day.
 TU2144
 TU2144
 TU2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2144
 TU2144.The geoid height was determined by GEOID03.
 TU2144
 TU2144;                    North         East     Units Scale Factor Converg.
 TU2144;SPC HI 1     -   110,458.004   542,294.016   MT  0.99998877   +0 08 13.1
 TU2144;UTM  05      - 2,194,116.220   280,448.850   MT  1.00019582   -0 42 41.1
 TU2144
 TU2144                          SUPERSEDED SURVEY CONTROL
 TU2144
 TU2144  NAD 83(1986)-  19 49 50.70170(N)    155 05 46.54538(W) AD(       ) 4
 TU2144  OLD HI      -  19 50 01.68700(N)    155 05 56.57800(W) AD(       ) 3
 TU2144
 TU2144.Superseded values are not recommended for survey control.
 TU2144.NGS no longer adjusts projects to the OLD HI datum.
 TU2144.See file dsdata.txt to determine how the superseded data were derived.
 TU2144
 TU2144_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8044994116(NAD 83)
 TU2144
 TU2144  HISTORY     - Date     Condition        Report By
 TU2144  HISTORY     - 1912     MONUMENTED       CGS
 TU2144  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2144
 TU2144                          STATION DESCRIPTION
 TU2144
 TU2144'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2144'ON EAST COAST OF HAWAII, 1 MILE SOUTH OF PEPEEKEO, CLOSE TO THE
 TU2144'SEA, AND SURROUNDED BY CANE FIELDS, A PUBLIC SCHOOL BUILDING, A
 TU2144'LONG LARGE BARNLIKE STRUCTURE.  STATION IS THE SOUTHEAST GABLE.
 TU2144'THE SOUTHEAST END WAS (IN 1912) RUSTED RED, THE OTHER END, POINTED
 TU2144'AWAY FROM THE SEA WAS UNCOLORED AS WAS ALSO A SHORT ELL
 TU2144'INSHORE FROM THE NORTHWEST END.  SCHOOL IS ON SEAWARD SIDE OF
 TU2144'MAIN ROAD, AND HAS A FLAGSTAFF FROM WHICH THE FLAG IS GENERALLY
 TU2144'FLYING.  A LARGE RED-ROOFED STRUCTURE, A JAPANESE SCHOOL, LIES
 TU2144'IMMEDIATELY TO THE NORTHWEST OF THE STATION.
 TU2144
 TU2144                          STATION RECOVERY (1966)
 TU2144
 TU2144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2144'STATION IS GONE.  THE OLD SCHOOL BUILDING HAS BEEN REMOVED AND NEW
 TU2144'SCHOOL BUILDINGS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3187 ***********************************************************************
 TU3187  DESIGNATION -  SEE 2
 TU3187  PID         -  TU3187
 TU3187  STATE/COUNTY-  HI/MAUI
 TU3187  USGS QUAD   -  
 TU3187
 TU3187                         *CURRENT SURVEY CONTROL
 TU3187  ___________________________________________________________________
 TU3187* NAD 83(1993)-  20 32 23.93374(N)    156 40 27.70197(W)     ADJUSTED  
 TU3187* LOCAL TIDAL -       132.7    (meters)     435.     (feet)  VERT ANG  
 TU3187  ___________________________________________________________________
 TU3187  EPOCH DATE  -        1993.62
 TU3187  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 TU3187  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU3187
 TU3187  HORZ ORDER  -  SECOND
 TU3187
 TU3187.The horizontal coordinates were established by classical geodetic methods
 TU3187.and adjusted by the National Geodetic Survey in December 1998..
 TU3187.The horizontal coordinates are valid at the epoch date displayed above.
 TU3187.The epoch date for horizontal control is a decimal equivalence
 TU3187.of Year/Month/Day.
 TU3187
 TU3187.The orthometric height was determined by vertical angle observations.
 TU3187
 TU3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3187
 TU3187.The geoid height was determined by GEOID03.
 TU3187
 TU3187;                    North         East     Units Scale Factor Converg.
 TU3187;SPC HI 2     -    22,877.242   499,197.550   MT  0.99996667   -0 00 09.7
 TU3187;UTM  04      - 2,272,964.833   742,484.163   MT  1.00032674   +0 48 59.0
 TU3187
 TU3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3187!SPC HI 2     -   0.99997672  x   0.99996667  =   0.99994339
 TU3187!UTM  04      -   0.99997672  x   1.00032674  =   1.00030345
 TU3187
 TU3187|---------------------------------------------------------------------|
 TU3187| PID    Reference Object                     Distance      Geod. Az  |
 TU3187|                                                           dddmmss.s |
 TU3187| CN6153 SEE 2 RM 1                           11.020 METERS 06422     |
 TU3187| CN6154 SEE 2 RM 2                           25.203 METERS 16924     |
 TU3187| TU3188 ERR 2                               APPROX. 2.8 KM 2311145.4 |
 TU3187|---------------------------------------------------------------------|
 TU3187
 TU3187                          SUPERSEDED SURVEY CONTROL
 TU3187
 TU3187  NAD 83(1986)-  20 32 23.91369(N)    156 40 27.69020(W) AD(       ) 2
 TU3187  OLD HI      -  20 32 35.36600(N)    156 40 37.85380(W) AD(       ) 2
 TU3187
 TU3187.Superseded values are not recommended for survey control.
 TU3187.NGS no longer adjusts projects to the OLD HI datum.
 TU3187.See file dsdata.txt to determine how the superseded data were derived.
 TU3187
 TU3187_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4248472965(NAD 83)
 TU3187_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3187_SETTING: 66 = SET IN ROCK OUTCROP
 TU3187
 TU3187  HISTORY     - Date     Condition        Report By
 TU3187  HISTORY     - 1963     MONUMENTED       CGS
 TU3187
 TU3187                          STATION DESCRIPTION
 TU3187
 TU3187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3187'STATION IS LOCATED NEAR THE WEST END OF KAHOOLAWE ISLAND ABOUT
 TU3187'2 MILES NORTHEAST OF KEALAIKAHIKI POINT AND 0.8 MILE SOUTH OF
 TU3187'HONOKOA BAY NEAR THE WESTERN EDGE OF A GRASS COVERED HILL ABOUT
 TU3187'440 FEET IN ELEVATION.
 TU3187'
 TU3187'STATION IS BEST REACHED BY MAKING A SKIFF LANDING IN HONOKOA
 TU3187'BAY AND PACKING SOUTHERLY ABOUT 0.8 MILE TO THE STATION.
 TU3187'
 TU3187'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED SEE 2 1963,
 TU3187'CEMENTED IN A DRILL HOLE IN A 1 X 1-FOOT EXPOSED SECTION OF
 TU3187'BEDROCK FLUSH WITH THE GROUND.  IT IS ABOUT 50 FEET EAST OF A
 TU3187'LARGE OUTCROP OF BEDROCK THAT PROJECTS 5 FEET AND ABOUT 10 FEET
 TU3187'WEST OF A 2 X 4 BOARD DRIVEN IN THE GROUND WITH ROCKS PILED
 TU3187'AROUND IT.
 TU3187'
 TU3187'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SEE 2 NO 1
 TU3187'1963, CEMENTED IN A DRILL HOLE IN A ROCK 18 INCHES IN DIAMETER
 TU3187'THAT PROJECTS ABOUT 6 INCHES AND IS AT ABOUT THE SAME ELEVATION
 TU3187'AS THE STATION MARK.
 TU3187'
 TU3187'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SEE 2 NO 2
 TU3187'1963, CEMENTED IN A DRILL HOLE IN THE TOP OF THE WEST END OF A
 TU3187'4-FOOT-DIAMETER BOULDER THAT PROJECTS ABOUT 1 FOOT AND IS AT
 TU3187'ABOUT THE SAME ELEVATION AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1057 ***********************************************************************
 TU1057  DESIGNATION -  SEISMOGRAPH 1965
 TU1057  PID         -  TU1057
 TU1057  STATE/COUNTY-  HI/HONOLULU
 TU1057  USGS QUAD   -  MOKAPU (1983)
 TU1057
 TU1057                         *CURRENT SURVEY CONTROL
 TU1057  ___________________________________________________________________
 TU1057* NAD 83(1993)-  21 27 12.00374(N)    157 44 01.61055(W)     ADJUSTED  
 TU1057* LOCAL TIDAL -                                                        
 TU1057  ___________________________________________________________________
 TU1057  EPOCH DATE  -        1993.62
 TU1057  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 TU1057  GEOID HEIGHT-          15.26  (meters)                     GEOID03
 TU1057
 TU1057  HORZ ORDER  -  THIRD
 TU1057
 TU1057.The horizontal coordinates were established by classical geodetic methods
 TU1057.and adjusted by the National Geodetic Survey in December 1998..
 TU1057.No horizontal observational check was made to the station.
 TU1057.The horizontal coordinates are valid at the epoch date displayed above.
 TU1057.The epoch date for horizontal control is a decimal equivalence
 TU1057.of Year/Month/Day.
 TU1057
 TU1057
 TU1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1057
 TU1057.The geoid height was determined by GEOID03.
 TU1057
 TU1057;                    North         East     Units Scale Factor Converg.
 TU1057;SPC HI 3     -    31,763.288   527,594.286   MT  0.99999941   +0 05 50.5
 TU1057;UTM  04      - 2,372,851.043   631,203.092   MT  0.99981272   +0 27 47.4
 TU1057
 TU1057                          SUPERSEDED SURVEY CONTROL
 TU1057
 TU1057  NAD 83(1986)-  21 27 11.95392(N)    157 44 01.61869(W) AD(       ) 4
 TU1057  OLD HI      -  21 27 23.36900(N)    157 44 11.51100(W) AD(       ) 3
 TU1057
 TU1057.Superseded values are not recommended for survey control.
 TU1057.NGS no longer adjusts projects to the OLD HI datum.
 TU1057.See file dsdata.txt to determine how the superseded data were derived.
 TU1057
 TU1057_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3120372851(NAD 83)
 TU1057
 TU1057  HISTORY     - Date     Condition        Report By
 TU1057  HISTORY     - 1965     MONUMENTED       CGS
 TU1057
 TU1057                          STATION DESCRIPTION
 TU1057
 TU1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU1057'SEE STATION MOK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1369 ***********************************************************************
 TU1369  DESIGNATION -  SHAFTER 1928
 TU1369  PID         -  TU1369
 TU1369  STATE/COUNTY-  HI/HONOLULU
 TU1369  USGS QUAD   -  HONOLULU (1983)
 TU1369
 TU1369                         *CURRENT SURVEY CONTROL
 TU1369  ___________________________________________________________________
 TU1369* NAD 83(1993)-  21 20 35.45098(N)    157 53 16.04047(W)     ADJUSTED  
 TU1369* LOCAL TIDAL -        17.     (meters)      56.     (feet)  SCALED    
 TU1369  ___________________________________________________________________
 TU1369  EPOCH DATE  -        1993.62
 TU1369  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 TU1369  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1369
 TU1369  HORZ ORDER  -  THIRD
 TU1369
 TU1369.The horizontal coordinates were established by classical geodetic methods
 TU1369.and adjusted by the National Geodetic Survey in December 1998..
 TU1369.The horizontal coordinates are valid at the epoch date displayed above.
 TU1369.The epoch date for horizontal control is a decimal equivalence
 TU1369.of Year/Month/Day.
 TU1369
 TU1369.The orthometric height was scaled from a topographic map.
 TU1369
 TU1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1369
 TU1369.The geoid height was determined by GEOID03.
 TU1369
 TU1369;                    North         East     Units Scale Factor Converg.
 TU1369;SPC HI 3     -    19,547.664   511,639.634   MT  0.99999167   +0 02 27.0
 TU1369;UTM  04      - 2,360,536.606   615,329.848   MT  0.99976436   +0 24 17.4
 TU1369
 TU1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1369!SPC HI 3     -   0.99999485  x   0.99999167  =   0.99998652
 TU1369!UTM  04      -   0.99999485  x   0.99976436  =   0.99975921
 TU1369
 TU1369                          SUPERSEDED SURVEY CONTROL
 TU1369
 TU1369  NAD 83(1986)-  21 20 35.40043(N)    157 53 16.04994(W) AD(       ) 3
 TU1369  OLD HI      -  21 20 46.78400(N)    157 53 25.93000(W) AD(       ) 3
 TU1369
 TU1369.Superseded values are not recommended for survey control.
 TU1369.NGS no longer adjusts projects to the OLD HI datum.
 TU1369.See file dsdata.txt to determine how the superseded data were derived.
 TU1369
 TU1369_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1533060537(NAD 83)
 TU1369_MARKER: Z = SEE DESCRIPTION
 TU1369_SETTING: 0 = UNSPECIFIED SETTING
 TU1369
 TU1369  HISTORY     - Date     Condition        Report By
 TU1369  HISTORY     - 1928     MONUMENTED       CGS
 TU1369  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1369
 TU1369                          STATION DESCRIPTION
 TU1369
 TU1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1369'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN CONCRETE PIER,
 TU1369'ON GROUNDS SE OF QUARTER-MASTER HEADQUARTERS, FORT SHAFTER,
 TU1369'JUST MAUKA FROM KING STREET DIRECTLY ACROSS KING STREET FROM
 TU1369'NURSES HEADQUARTERS.
 TU1369'
 TU1369'KAPIOLAMI SCHOOL FOR GIRLS, FLAGPOLE IS 264 DEG 34 MIN 58 SEC IN
 TU1369'AZIMUTH FROM STATION.
 TU1369
 TU1369                          STATION RECOVERY (1963)
 TU1369
 TU1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1369'STATION WAS SEARCHED FOR BUT NOT FOUND.  FIRST A TRIAL POINT
 TU1369'WAS ESTABLISHED IN THE VICINITY BY TRIANGULATION, AND THE
 TU1369'STATION LOCATION DETERMINED BY TRAVERSE FROM IT.  DIGGING FAILED
 TU1369'TO UNCOVER THE MARK SO NEXT, A TRAVERSE CONNECTION WAS MADE
 TU1369'FROM NEARBY MILITARY BOUNDARY MARKERS.  THIS POINT FELL WITHIN
 TU1369'2 FEET OF THE PREVIOUSLY DETERMINED POINT.  CONSIDERABLE
 TU1369'DIGGING, TO A DEPTH OF 4 FEET, WAS DONE, BUT THE MARK WAS NOT
 TU1369'FOUND.
 TU1369'
 TU1369'THE BUILDING MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 TU1369'MOVED AND THE AREA LANDSCAPED, AND IT IS BELIEVED THAT THE MARK
 TU1369'WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1090 ***********************************************************************
 TU1090  DESIGNATION -  SHERIFF
 TU1090  PID         -  TU1090
 TU1090  STATE/COUNTY-  HI/HONOLULU
 TU1090  USGS QUAD   -  KANEOHE (1983)
 TU1090
 TU1090                         *CURRENT SURVEY CONTROL
 TU1090  ___________________________________________________________________
 TU1090* NAD 83(1993)-  21 26 38.63515(N)    157 46 28.94827(W)     ADJUSTED  
 TU1090* LOCAL TIDAL -                                                        
 TU1090  ___________________________________________________________________
 TU1090  EPOCH DATE  -        1993.62
 TU1090  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 TU1090  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1090
 TU1090  HORZ ORDER  -  THIRD
 TU1090
 TU1090.The horizontal coordinates were established by classical geodetic methods
 TU1090.and adjusted by the National Geodetic Survey in December 1998..
 TU1090.The horizontal coordinates are valid at the epoch date displayed above.
 TU1090.The epoch date for horizontal control is a decimal equivalence
 TU1090.of Year/Month/Day.
 TU1090
 TU1090
 TU1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1090
 TU1090.The geoid height was determined by GEOID03.
 TU1090
 TU1090;                    North         East     Units Scale Factor Converg.
 TU1090;SPC HI 3     -    30,730.341   523,353.544   MT  0.99999674   +0 04 56.5
 TU1090;UTM  04      - 2,371,791.251   626,969.843   MT  0.99979921   +0 26 52.9
 TU1090
 TU1090                          SUPERSEDED SURVEY CONTROL
 TU1090
 TU1090  NAD 83(1986)-  21 26 38.58564(N)    157 46 28.95627(W) AD(       ) 4
 TU1090  OLD HI      -  21 26 49.99300(N)    157 46 38.85200(W) AD(       ) 3
 TU1090
 TU1090.Superseded values are not recommended for survey control.
 TU1090.NGS no longer adjusts projects to the OLD HI datum.
 TU1090.See file dsdata.txt to determine how the superseded data were derived.
 TU1090
 TU1090_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2697071791(NAD 83)
 TU1090
 TU1090  HISTORY     - Date     Condition        Report By
 TU1090  HISTORY     - 1926     MONUMENTED       CGS
 TU1090  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1090  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1090
 TU1090                          STATION DESCRIPTION
 TU1090
 TU1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1090'ON EAST COAST OF OAHU, ON THE EXTREME SOUTH POINT OF THE WESTERLY
 TU1090'EXTENSION OF MOKAPU PENINSULA, AND 10 FEET FROM THE WATERS EDGE TO
 TU1090'THE SOUTH.  POINT IS VERY CONSPICUOUS, BEING SURROUNDED BY
 TU1090'COCONUT TREES.  STATION IS FLAGPOLE IN YARD OF SHERIFF DAVISS
 TU1090'PROPERTY.
 TU1090
 TU1090                          STATION RECOVERY (1932)
 TU1090
 TU1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1090'THE FLAGPOLE MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 TU1090'REMOVED.  THE CONCRETE BASE REMAINS IN PLACE AND CAN BE USED
 TU1090'IN PLACE OF THE FLAGPOLE.
 TU1090
 TU1090                          STATION RECOVERY (1963)
 TU1090
 TU1090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1090'STATION IS GONE.  THE AREA IN WHICH IT WAS LOCATED IN NOW A
 TU1090'HARD-SURFACED TAXI-WAY OFF THE SOUTHEAST SIDE OF THE RUNWAY AT
 TU1090'THE KANEOHE MARINE CORPS AIR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2886 ***********************************************************************
 TU2886  DESIGNATION -  SHORE D RESET
 TU2886  PID         -  TU2886
 TU2886  STATE/COUNTY-  HI/MAUI
 TU2886  USGS QUAD   -  LUALAILUA HILLS (1983)
 TU2886
 TU2886                         *CURRENT SURVEY CONTROL
 TU2886  ___________________________________________________________________
 TU2886* NAD 83(1993)-  20 35 00.68690(N)    156 17 54.87270(W)     ADJUSTED  
 TU2886* LOCAL TIDAL -         8.1    (meters)      27.     (feet)  VERT ANG  
 TU2886  ___________________________________________________________________
 TU2886  EPOCH DATE  -        1993.62
 TU2886  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 TU2886  GEOID HEIGHT-          16.27  (meters)                     GEOID03
 TU2886
 TU2886  HORZ ORDER  -  FIRST
 TU2886
 TU2886.The horizontal coordinates were established by classical geodetic methods
 TU2886.and adjusted by the National Geodetic Survey in December 1998..
 TU2886.The horizontal coordinates are valid at the epoch date displayed above.
 TU2886.The epoch date for horizontal control is a decimal equivalence
 TU2886.of Year/Month/Day.
 TU2886
 TU2886.The orthometric height was determined by vertical angle observations.
 TU2886
 TU2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2886
 TU2886.The geoid height was determined by GEOID03.
 TU2886
 TU2886;                    North         East     Units Scale Factor Converg.
 TU2886;SPC HI 2     -    27,741.055   538,374.634   MT  0.99998486   +0 07 45.9
 TU2886;UTM  04      - 2,278,391.422   781,606.307   MT  1.00058019   +0 57 01.3
 TU2886
 TU2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2886!SPC HI 2     -   0.99999617  x   0.99998486  =   0.99998103
 TU2886!UTM  04      -   0.99999617  x   1.00058019  =   1.00057636
 TU2886
 TU2886|---------------------------------------------------------------------|
 TU2886| PID    Reference Object                     Distance      Geod. Az  |
 TU2886|                                                           dddmmss.s |
 TU2886| CN6156 SHORE D RM 1                         15.812 METERS 06029     |
 TU2886| CN6157 SHORE D RM 2                         12.222 METERS 14413     |
 TU2886| CN6155 SHORE D AZ MK                                      2713443.1 |
 TU2886|---------------------------------------------------------------------|
 TU2886
 TU2886                          SUPERSEDED SURVEY CONTROL
 TU2886
 TU2886  NAD 83(1986)-  20 35 00.65891(N)    156 17 54.87343(W) AD(       ) 1
 TU2886  OLD HI      -  20 35 12.11800(N)    156 18 04.99900(W) AD(       ) 1
 TU2886
 TU2886.Superseded values are not recommended for survey control.
 TU2886.NGS no longer adjusts projects to the OLD HI datum.
 TU2886.See file dsdata.txt to determine how the superseded data were derived.
 TU2886
 TU2886_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8160678391(NAD 83)
 TU2886
 TU2886  HISTORY     - Date     Condition        Report By
 TU2886  HISTORY     - 1950     MONUMENTED       CGS
 TU2886  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU2886  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2886  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2886
 TU2886                          STATION DESCRIPTION
 TU2886
 TU2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2886'STATION WAS ESTABLISHED BY THE HAWAIIAN GOVERNMENT SURVEY IN
 TU2886'1881 AND DESCRIBED AS FOLLOWS.  ON SOUTHERN COAST OF EAST
 TU2886'MAUI, IN EASTERN PART OF KAHIKINUI DISTRICT, SOUTH OF
 TU2886'LUALAILUA HILLS.  MARKED BY IRON STAKE IN CAIRN OF STONES.
 TU2886'
 TU2886'THE STATION WAS RECOVERED AS DESCRIBED.  THE IRON STAKE WAS
 TU2886'REMOVED AND REPLACED BY A STANDARD DISK SET IN A SQUARE TOPPED
 TU2886'CONCRETE POST PROJECTING 6 INCHES.  STAMPED SHORE D 1950.  THE
 TU2886'IRON STAKE WAS TIED OFF AND THE NEW MARK SET AT THE SAME
 TU2886'LOCATION.
 TU2886'
 TU2886'THE UNDER GROUND MARK IS A STANDARD DISK SET IN CONCRETE
 TU2886'36 INCHES BELOW THE SURFACE, STAMPED SHORE D 1950.
 TU2886'
 TU2886'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A LARGE
 TU2886'BURIED BOULDER PROJECTING 2 FEET ABOVE THE GROUND.  STAMPED
 TU2886'SHORE D 1950.
 TU2886'
 TU2886'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN ROCK OUTCROP
 TU2886'PROJECTING 3 FEET ABOVE THE GROUND.  STAMPED SHORE D 1950.
 TU2886'
 TU2886'TO REACH FROM THE MAKENA POST OFFICE--GO EASTERLY FOR 4.0
 TU2886'MILES TO JUNCTION OF ROADS ABOVE PRISON CAMP, CONTINUE AHEAD
 TU2886'ON MAIN HIGHWAY FOR 3.6 MILES, TURN RIGHT ONTO DIM ROAD AND GO
 TU2886'0.2 MILES TO A LOCKED GATE AT NORTH SIDE OF STONE
 TU2886'CORRAL.  CONTINUE AHEAD ON TRACK ROAD DOWN HILL TO COAST, TURN
 TU2886'LEFT AND FOLLOW DIM TRACKS ALONG COAST FOR 1.3 MILES TO
 TU2886'STATION NEAR LOW ROCK WALLS.
 TU2886
 TU2886                          STATION RECOVERY (1961)
 TU2886
 TU2886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2886'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU2886'C.T.H. IN 1950.  BOTH REFERENCE MARKS WERE RECOVERED.  TO
 TU2886'REACH THE STATION FROM STATE HIGHWAY 31, SECURE KEY TO GATE
 TU2886'FROM THE ULAPALAKUA RANCH OFFICE AT MAKENA POST OFFICE AND STORE.
 TU2886
 TU2886                          STATION RECOVERY (1968)
 TU2886
 TU2886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2886'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  AN
 TU2886'AZIMUTH MARK WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2886'
 TU2886'STATION IS LOCATED ABOUT 7-3/4 MILES SOUTHEAST OF
 TU2886'ULUPALAKUA, 2 MILES SOUTH OF THE LUALAILUA HILLS, ALONG SOUTH
 TU2886'COAST OF THE ISLAND, ON KIAKEANA POINT, ON A LOW, GRASSY RISE.
 TU2886'
 TU2886'TO REACH STATION FROM THE POST OFFICE AT ULUPALAKUA, GO
 TU2886'SOUTHEAST ON STATE HIGHWAY 37 FOR 0.85 MILE.  TAKE RIGHT FORK
 TU2886'AND FOLLOW HIGHWAY 31 FOR 6.3 MILES TO A DIM CROSSROAD JUST
 TU2886'BEFORE REACHING THE LUALAILUA HILLS.  GO RIGHT FOR 0.15
 TU2886'MILE.  TAKE RIGHT FORK AND GO 0.15 MILE TO LOCKED GATE.  (KEY
 TU2886'WAS OBTAINED FROM MR. STEPHEN PERREIRA AT KULA).  PASS
 TU2886'THROUGH GATE AND GO 1.75 MILES TO T-JUNCTION.  GO LEFT 0.65
 TU2886'MILE TO SEA COAST.  FOLLOW ROAD LEFT 0.2 MILE TO WIRE GATE.
 TU2886'PASS THROUGH GATE AND CONTINUE FOR 0.55 MILE TO RIGHT ANGLE TURN
 TU2886'AND AZIMUTH MARK ON RIGHT.  CONTINUE ON TRACK ROAD FOR 0.35
 TU2886'MILE TO STATION.
 TU2886'
 TU2886'STATION MARK IS A STANDARD DISK STAMPED SHORE D 1950, SET
 TU2886'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU2886'3 INCHES FROM GROUND.  IT IS 40 FEET SOUTH OF TRACK ROAD, 67
 TU2886'FEET SOUTH OF THE SOUTH END OF A 12 X 27-FOOT STONE
 TU2886'ENCLOSURE, AND ABOUT 75 FEET NORTH FROM SEA.  THERE IS AT
 TU2886'PRESENT A LARGE HYDROGRAPHIC-SURVEY SIGNAL OVER THE STATION.
 TU2886'
 TU2886'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SHORE
 TU2886'D NO 1 1950, CEMENTED IN A DRILL HOLE IN THE WEST END OF A
 TU2886'LARGE, 5 X 9-FOOT BREAD-LOAF ROCK FORMATION THAT PROJECTS 3
 TU2886'FEET ABOVE GROUND.  IT IS 7 FEET SOUTH OF CENTER LINE OF TRACK
 TU2886'ROAD AND 2.7 FEET LOWER THAN STATION MARK.
 TU2886'
 TU2886'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SHORE
 TU2886'D NO 2 1950, CEMENTED IN A DRILL HOLE IN A LAVA OUTCROP THAT
 TU2886'PROJECTS 16 INCHES FROM GROUND.  IT IS 14 FEET NORTHWEST OF A
 TU2886'STONE FENCE CORNER AND 2.6 FEET LOWER THAN STATION MARK.
 TU2886'
 TU2886'AZIMUTH MARK IS A STANDARD DISK STAMPED SHORE D 1950 1968,
 TU2886'CEMENTED IN A DRILL HOLE IN A 5-FOOT-DIAMETER BOULDER THAT
 TU2886'PROJECTS 3 FEET ABOVE GROUND.  IT IS 28.5 FEET WEST OF THE WEST
 TU2886'END OF A SHORT, HIGH, STONE WALL, 85 YARDS WEST OF TRACK
 TU2886'ROAD, ABOUT 100 YARDS SOUTHWEST OF THE RIGHT-ANGLE TURN IN THE
 TU2886'ROAD, AND ABOUT 80 YARDS NORTH OF A LARGE CAIRN THAT SETS NEAR
 TU2886'THE SEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2580 ***********************************************************************
 TU2580  DESIGNATION -  SIGNAL 1928
 TU2580  PID         -  TU2580
 TU2580  STATE/COUNTY-  HI/HAWAII
 TU2580  USGS QUAD   -  KEALAKEKUA (1996)
 TU2580
 TU2580                         *CURRENT SURVEY CONTROL
 TU2580  ___________________________________________________________________
 TU2580* NAD 83(1993)-  19 33 53.23750(N)    155 57 57.02519(W)     ADJUSTED  
 TU2580* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU2580  ___________________________________________________________________
 TU2580  EPOCH DATE  -        1993.62
 TU2580  LAPLACE CORR-          25.10  (seconds)                    DEFLEC99
 TU2580  GEOID HEIGHT-          19.47  (meters)                     GEOID03
 TU2580
 TU2580  HORZ ORDER  -  THIRD
 TU2580
 TU2580.The horizontal coordinates were established by classical geodetic methods
 TU2580.and adjusted by the National Geodetic Survey in December 1998..
 TU2580.The horizontal coordinates are valid at the epoch date displayed above.
 TU2580.The epoch date for horizontal control is a decimal equivalence
 TU2580.of Year/Month/Day.
 TU2580
 TU2580.The orthometric height was scaled from a topographic map.
 TU2580
 TU2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2580
 TU2580.The geoid height was determined by GEOID03.
 TU2580
 TU2580;                    North         East     Units Scale Factor Converg.
 TU2580;SPC HI 1     -    81,031.854   451,119.801   MT  0.99999619   -0 09 21.6
 TU2580;UTM  05      - 2,166,020.797   188,805.333   MT  1.00079721   -0 59 38.3
 TU2580;UTM  04      - 2,166,146.696   818,368.340   MT  1.00085306   +1 01 00.9
 TU2580
 TU2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2580!SPC HI 1     -   0.99999647  x   0.99999619  =   0.99999266
 TU2580!UTM  05      -   0.99999647  x   1.00079721  =   1.00079368
 TU2580!UTM  04      -   0.99999647  x   1.00085306  =   1.00084952
 TU2580
 TU2580                          SUPERSEDED SURVEY CONTROL
 TU2580
 TU2580  NAD 83(1986)-  19 33 53.23498(N)    155 57 57.05672(W) AD(       ) 3
 TU2580  OLD HI      -  19 34 04.12900(N)    155 58 07.09100(W) AD(       ) 3
 TU2580
 TU2580.Superseded values are not recommended for survey control.
 TU2580.NGS no longer adjusts projects to the OLD HI datum.
 TU2580.See file dsdata.txt to determine how the superseded data were derived.
 TU2580
 TU2580_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8880566021(NAD 83)
 TU2580
 TU2580  HISTORY     - Date     Condition        Report By
 TU2580  HISTORY     - 1928     MONUMENTED       CGS
 TU2580  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2580  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2580
 TU2580                          STATION DESCRIPTION
 TU2580
 TU2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2580'ON WESTERN COAST OF HAWAII ISLAND, ON LAVA POINT AT NORTH SIDE
 TU2580'OF ENTRANCE TO KEAUHOU BAY.  THIS IS A TERRITORIAL STATION, AND
 TU2580'IS MARKED BY A CEMENT BASE WITH PIECE OF 1/2-INCH GALVANIZED IRON
 TU2580'PIPE PROJECTING ABOUT 12 INCHES ABOVE ITS SURFACE.  FURTHER
 TU2580'DESCRIPTION MAY BE OBTAINED FROM TERRITORIAL SURVEY.
 TU2580
 TU2580                          STATION RECOVERY (1967)
 TU2580
 TU2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2580'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 5-1/2 MILES
 TU2580'SOUTH-SOUTHEAST OF KAILUA, 1/4-MILE NORTHWEST OF THE SMALL BOAT
 TU2580'DOCK AT KEAUHOU BAY, AND ON THE NORTH SIDE OF HEEIA BAY, ON A
 TU2580'PROMINENT LAVA KNOLL ABOUT 300 FEET WEST OF THE SEA BLUFF AND
 TU2580'225 YARDS SOUTHWEST OF THE EDGE OF A GOLF COURSE FAIRWAY.
 TU2580'
 TU2580'STATION MARK IS A 1-1/4-INCH IRON PIPE PROJECTING 7 INCHES FROM
 TU2580'THE TOP OF A 16-INCH-DIAMETER CONCRETE MOUND WHICH HAS HEEIA 1924
 TU2580'INSCRIBED IN THE SOUTH SIDE.
 TU2580'
 TU2580'TO REACH STATION FROM THE POST OFFICE IN KAILUA, GO SOUTH ON STATE
 TU2580'HIGHWAY 19 FOR 0.1 MILE TO T-INTERSECTION.  TURN RIGHT AND FOLLOW
 TU2580'HIGHWAY THROUGH KAILUA AND ALONG COAST FOR 6.1 MILES TO SOUTH
 TU2580'EDGE OF GOLF COURSE FAIRWAY, 0.2 MILE BEFORE REACHING THE KEAUHOU
 TU2580'BAY SMALL BOAT DOCK.  FROM HERE PACK WEST ALONG EDGE OF FAIRWAY
 TU2580'ABOUT 1/4-MILE, THEN GO SOUTH ACROSS LAVA BED ABOUT 225 YARDS TO
 TU2580'STATION.
 TU2580
 TU2580                          STATION RECOVERY (1972)
 TU2580
 TU2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2580'STATION MARK RECOVERED AS DESCRIBED BY D.M. WHIPP (1967) IN
 TU2580'GOOD CONDITION.  THE TO-REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0710 ***********************************************************************
 TU0710  DESIGNATION -  SILVER
 TU0710  PID         -  TU0710
 TU0710  STATE/COUNTY-  HI/KAUAI
 TU0710  USGS QUAD   -  KEKAHA (1983)
 TU0710
 TU0710                         *CURRENT SURVEY CONTROL
 TU0710  ___________________________________________________________________
 TU0710* NAD 83(1993)-  22 02 03.02101(N)    159 46 56.33879(W)     ADJUSTED  
 TU0710* LOCAL TIDAL -         4.411  (meters)      14.47   (feet)  ADJ UNCH  
 TU0710  ___________________________________________________________________
 TU0710  EPOCH DATE  -        1993.62
 TU0710  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 TU0710  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0710
 TU0710  HORZ ORDER  -  SECOND
 TU0710  VERT ORDER  -  SECOND    CLASS 0
 TU0710
 TU0710.The horizontal coordinates were established by classical geodetic methods
 TU0710.and adjusted by the National Geodetic Survey in December 1998..
 TU0710.The horizontal coordinates are valid at the epoch date displayed above.
 TU0710.The epoch date for horizontal control is a decimal equivalence
 TU0710.of Year/Month/Day.
 TU0710
 TU0710.The orthometric height was key entered from printed documents
 TU0710.and not key verified.
 TU0710
 TU0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0710
 TU0710.The geoid height was determined by GEOID03.
 TU0710
 TU0710;                    North         East     Units Scale Factor Converg.
 TU0710;SPC HI 4     -    22,265.513   470,854.605   MT  1.00000049   -0 06 21.3
 TU0710;UTM  04      - 2,436,816.168   419,266.194   MT  0.99968053   -0 17 36.6
 TU0710
 TU0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0710!SPC HI 4     -   0.99999677  x   1.00000049  =   0.99999726
 TU0710!UTM  04      -   0.99999677  x   0.99968053  =   0.99967730
 TU0710
 TU0710|---------------------------------------------------------------------|
 TU0710| PID    Reference Object                     Distance      Geod. Az  |
 TU0710|                                                           dddmmss.s |
 TU0710| CJ9049 SILVER RM 1                          31.742 METERS 07649     |
 TU0710| TU0714 GMD TARGET ANT                      140.540 METERS 17333     |
 TU0710| TU0719 CABLE                               APPROX. 0.6 KM 1874422.5 |
 TU0710| CJ9050 SILVER RM 2                          10.670 METERS 19211     |
 TU0710| TU2058 A POINT 1968                         89.268 METERS 20712     |
 TU0710| TU0712 GMD RADAR 321202                    114.802 METERS 20902     |
 TU0710| TU0697 BONHAM                              426.931 METERS 2805633.3 |
 TU0710|---------------------------------------------------------------------|
 TU0710
 TU0710                          SUPERSEDED SURVEY CONTROL
 TU0710
 TU0710  NAD 83(1986)-  22 02 02.98604(N)    159 46 56.36461(W) AD(       ) 2
 TU0710  OLD HI      -  22 02 14.26420(N)    159 47 06.40960(W) AD(       ) 2
 TU0710
 TU0710.Superseded values are not recommended for survey control.
 TU0710.NGS no longer adjusts projects to the OLD HI datum.
 TU0710.See file dsdata.txt to determine how the superseded data were derived.
 TU0710
 TU0710_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1926636816(NAD 83)
 TU0710_MARKER: DS = TRIANGULATION STATION DISK
 TU0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0710_STAMPING: SILVER 1966
 TU0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0710+STABILITY: SURFACE MOTION
 TU0710
 TU0710  HISTORY     - Date     Condition        Report By
 TU0710  HISTORY     - 1966     MONUMENTED       CGS
 TU0710  HISTORY     - 1966     GOOD             CGS
 TU0710  HISTORY     - 1967     GOOD             NGS
 TU0710  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU0710  HISTORY     - 1972     SEE DESCRIPTION  USN
 TU0710  HISTORY     - 1983     GOOD             USPSQD
 TU0710
 TU0710                          STATION DESCRIPTION
 TU0710
 TU0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU0710'THE STATION IS AT BONHAM AUXILIARY LANDING FIELD, 0.3 MILE SOUTHWEST
 TU0710'OF THE MAIN GATE, 0.1 MILE NORTHEAST OF THE ADMINISTRATION BUILDING,
 TU0710'200 FEET SOUTHEAST OF AN ASPHALT STRIP WHICH PARALLELS THE
 TU0710'NORTHEAST RUNWAY, SET DIRECTLY UNDER A POWERLINE.
 TU0710'
 TU0710'TO REACH THE STATION FROM THE MAIN GATE AT BONHAM AUXILIARY LANDING
 TU0710'FIELD, GO WEST AND SOUTH ON AN ASPHALT ROAD FOR 0.15 MILE TO A FORK
 TU0710'IN THE ROAD.  TAKE THE RIGHT FORK AND GO SOUTH-SOUTHWEST ON THE
 TU0710'ASPHALT ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 TU0710'
 TU0710'THE STATION MARK, A STANDARD DISK STAMPED SILVER 1966, IS SET IN
 TU0710'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 TU0710'ABOVE THE SURFACE OF THE GROUND.  IT IS 102 FEET WEST OF THE CENTER
 TU0710'OF THE ASPHALT ROAD, 37 FEET NORTH OF A POWER POLE AND 3.3 FEET
 TU0710'NORTHWEST OF A 4 X 4-INCH WHITE WITNESS POST AND SIGN.
 TU0710'
 TU0710'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SILVER NO 1 1966, IS
 TU0710'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 6
 TU0710'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26 FEET WEST OF THE
 TU0710'CENTER OF THE ASPHALT ROAD AND 3.5 FEET WEST OF A YELLOW FIRE
 TU0710'HYDRANT.
 TU0710'
 TU0710'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED SILVER NO 2 1966, IS
 TU0710'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 TU0710'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 82 FEET WEST OF
 TU0710'THE CENTER OF THE ASPHALT ROAD AND 2 FEET NORTH OF A POWER POLE.
 TU0710'
 TU0710'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 TU0710
 TU0710                          STATION RECOVERY (1966)
 TU0710
 TU0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 TU0710'IN BONHAM ALF.
 TU0710'0.15 MILE WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE AT
 TU0710'BONHAM AUXILIARY LANDING FIELD, THENCE 0.15 MILE SOUTH-SOUTHWEST ALONG
 TU0710'THE RIGHT FORK, 102 FEET WEST OF THE CENTER OF AN ASPHALT ROAD, 37
 TU0710'FEET NORTH OF A POWER POLE, 3.3 FEET NORTHWEST OF A 4 X 4-INCH WHITE
 TU0710'WITNESS POST AND SIGN, SET IN THE TOP OF A 10-INCH ROUND CONCRETE
 TU0710'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0710
 TU0710                          STATION RECOVERY (1967)
 TU0710
 TU0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0710'RECOVERED IN GOOD CONDITION.
 TU0710
 TU0710                          STATION RECOVERY (1968)
 TU0710
 TU0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0710'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 WERE
 TU0710'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL
 TU0710'DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS WERE CHECKED AND
 TU0710'VERIFIED.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 TU0710'
 TU0710'THE STATION IS LOCATED AT THE PACIFIC MISSILE RANGE FACILITY,
 TU0710'BARKING SANDS, 0.3 MILE NORTHWEST OF THE MAIN GATE, 0.1 MILE
 TU0710'NORTHEAST OF THE ADMINISTRATION BUILDING AND 200 FEET SOUTHEAST OF
 TU0710'AN ASPHALT STRIP WHICH PARALLELS THE NORTHEAST RUNWAY.
 TU0710'
 TU0710'TO REACH THE STATION FROM THE MAIN GATE AT PACIFIC MISSILE RANGE
 TU0710'FACILITY, BARKING SANDS, GO WEST AND NORTH ON OLA KA MOI ROAD FOR
 TU0710'0.5 MILE TO THE STATION ON THE LEFT.
 TU0710'
 TU0710'THE STATION MARK, A STANDARD DISK STAMPED SILVER 1966, IS SET IN
 TU0710'THE TOP OF A 10-INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3
 TU0710'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 102 FEET WEST OF THE
 TU0710'CENTER OF OLA KA MOI ROAD AND 3.3 FEET NORTHWEST OF A WHITE
 TU0710'WITNESS POST AND SIGN.
 TU0710'
 TU0710'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED SILVER NO 1 1966,
 TU0710'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TU0710'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 26 FEET
 TU0710'WEST OF THE CENTER OF THE ROAD AND 3.5 FEET WEST OF A YELLOW FIRE
 TU0710'HYDRANT.
 TU0710'
 TU0710'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED SILVER NO 2 1966,
 TU0710'IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 TU0710'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 82 FEET
 TU0710'WEST OF THE CENTER OF THE ROAD.
 TU0710'
 TU0710'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU0710
 TU0710                          STATION RECOVERY (1972)
 TU0710
 TU0710'RECOVERY NOTE BY US NAVY 1972 (PMR)
 TU0710'THE UNDERGROUND STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN
 TU0710'GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK 2 HAD
 TU0710'BEEN DESTROYED.  A NEW SURFACE STATION MARK WAS ESTABLISHED
 TU0710'DIRECTLY ABOVE THE OLD UNDERGROUND MARK.  IT IS A 12-INCH SQUARE
 TU0710'CONCRETE MONUMENT WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND
 TU0710'SURFACE AND HAS A STANDARD TRIANGULATION STATION DISK (COAST AND
 TU0710'GEODETIC SURVEY), STAMPED SILVER 1966 1972.  NO NEW REFERENCE
 TU0710'MARK WAS ESTABLISHED.  THE ROUTE TO THE STATION HAS NOT CHANGED.
 TU0710'
 TU0710'THE NEW ELEVATION FOR SILVER 1966 1972 IS 4.634 METERS OR
 TU0710'15.202 FEET.
 TU0710'
 TU0710'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0710'ON BARKING SANDS PMR FACILITY.
 TU0710
 TU0710                          STATION RECOVERY (1983)
 TU0710
 TU0710'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU0710'SILVER 1966-1972 - GOOD - STATION RECOVERED AS DESCRIBED BY PMR
 TU0710'1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0709 ***********************************************************************
 TU0709  DESIGNATION -  SILVER RM 1
 TU0709  PID         -  TU0709
 TU0709  STATE/COUNTY-  HI/KAUAI
 TU0709  USGS QUAD   -  KEKAHA (1983)
 TU0709
 TU0709                         *CURRENT SURVEY CONTROL
 TU0709  ___________________________________________________________________
 TU0709* NAD 83(1986)-  22 02 03.     (N)    159 46 56.     (W)     SCALED    
 TU0709* LOCAL TIDAL -         3.937  (meters)      12.92   (feet)  ADJ UNCH  
 TU0709  ___________________________________________________________________
 TU0709  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0709
 TU0709  VERT ORDER  -  SECOND    CLASS 0
 TU0709
 TU0709.The horizontal coordinates were scaled from a topographic map and have
 TU0709.an estimated accuracy of +/- 6 seconds.
 TU0709
 TU0709.The orthometric height was key entered from printed documents
 TU0709.and not key verified.
 TU0709
 TU0709.The geoid height was determined by GEOID03.
 TU0709
 TU0709;                    North         East    Units  Estimated Accuracy
 TU0709;SPC HI 4     -    22,270.      470,860.      MT  (+/- 180 meters Scaled)
 TU0709
 TU0709                          SUPERSEDED SURVEY CONTROL
 TU0709
 TU0709.No superseded survey control is available for this station.
 TU0709
 TU0709_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK192368(NAD 83)
 TU0709_MARKER: DR = REFERENCE MARK DISK
 TU0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0709_STAMPING: SILVER NO 1 1966
 TU0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0709+STABILITY: SURFACE MOTION
 TU0709
 TU0709  HISTORY     - Date     Condition        Report By
 TU0709  HISTORY     - 1966     MONUMENTED       CGS
 TU0709
 TU0709                          STATION DESCRIPTION
 TU0709
 TU0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0709'IN BONHAM ALF.
 TU0709'0.15 MILE WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE AT
 TU0709'BONHAM AUXILIARY LANDING FIELD, THENCE 0.15 MILE SOUTH-SOUTHWEST ALONG
 TU0709'THE RIGHT FORK, 26 FEET WEST OF THE CENTER OF AN ASPHALT ROAD, 3.5
 TU0709'FEET WEST OF A YELLOW FIRE HYDRANT, SET IN THE TOP OF A 12-INCH ROUND
 TU0709'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 TU0709'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0711 ***********************************************************************
 TU0711  DESIGNATION -  SILVER RM 2
 TU0711  PID         -  TU0711
 TU0711  STATE/COUNTY-  HI/KAUAI
 TU0711  USGS QUAD   -  KEKAHA (1983)
 TU0711
 TU0711                         *CURRENT SURVEY CONTROL
 TU0711  ___________________________________________________________________
 TU0711* NAD 83(1986)-  22 02 03.     (N)    159 46 56.     (W)     SCALED    
 TU0711* LOCAL TIDAL -         4.554  (meters)      14.94   (feet)  ADJ UNCH  
 TU0711  ___________________________________________________________________
 TU0711  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0711
 TU0711  VERT ORDER  -  SECOND    CLASS 0
 TU0711
 TU0711.The horizontal coordinates were scaled from a topographic map and have
 TU0711.an estimated accuracy of +/- 6 seconds.
 TU0711
 TU0711.The orthometric height was key entered from printed documents
 TU0711.and not key verified.
 TU0711
 TU0711.The geoid height was determined by GEOID03.
 TU0711
 TU0711;                    North         East    Units  Estimated Accuracy
 TU0711;SPC HI 4     -    22,270.      470,860.      MT  (+/- 180 meters Scaled)
 TU0711
 TU0711                          SUPERSEDED SURVEY CONTROL
 TU0711
 TU0711.No superseded survey control is available for this station.
 TU0711
 TU0711_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK192368(NAD 83)
 TU0711_MARKER: DR = REFERENCE MARK DISK
 TU0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0711_STAMPING: SILVER NO 2 1966
 TU0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0711+STABILITY: SURFACE MOTION
 TU0711
 TU0711  HISTORY     - Date     Condition        Report By
 TU0711  HISTORY     - 1966     MONUMENTED       CGS
 TU0711  HISTORY     - 1968     GOOD             NGS
 TU0711
 TU0711                          STATION DESCRIPTION
 TU0711
 TU0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 TU0711'IN BONHAM ALF.
 TU0711'0.15 MILE WEST AND SOUTH ALONG AN ASPHALT ROAD FROM THE MAIN GATE AT
 TU0711'BONHAM AUXILIARY LANDING FIELD, THENCE 0.15 MILE SOUTH-SOUTHWEST ALONG
 TU0711'THE RIGHT FORK, 82 FEET WEST OF THE CENTER OF AN ASPHALT ROAD, 2 FEET
 TU0711'NORTH OF A POWER POLE, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 TU0711'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 TU0711
 TU0711                          STATION RECOVERY (1968)
 TU0711
 TU0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1784 ***********************************************************************
 TU1784  DESIGNATION -  SMALL WHITE HOUSE
 TU1784  PID         -  TU1784
 TU1784  STATE/COUNTY-  HI/KAUAI
 TU1784  USGS QUAD   -  KOLOA (1996)
 TU1784
 TU1784                         *CURRENT SURVEY CONTROL
 TU1784  ___________________________________________________________________
 TU1784* NAD 83(1993)-  21 52 53.59888(N)    159 28 30.37867(W)     ADJUSTED  
 TU1784* LOCAL TIDAL -                                                        
 TU1784  ___________________________________________________________________
 TU1784  EPOCH DATE  -        1993.62
 TU1784  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TU1784  GEOID HEIGHT-          15.16  (meters)                     GEOID03
 TU1784
 TU1784  HORZ ORDER  -  THIRD
 TU1784
 TU1784.The horizontal coordinates were established by classical geodetic methods
 TU1784.and adjusted by the National Geodetic Survey in December 1998..
 TU1784.The horizontal coordinates are valid at the epoch date displayed above.
 TU1784.The epoch date for horizontal control is a decimal equivalence
 TU1784.of Year/Month/Day.
 TU1784
 TU1784
 TU1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1784
 TU1784.The geoid height was determined by GEOID03.
 TU1784
 TU1784;                    North         East     Units Scale Factor Converg.
 TU1784;SPC HI 4     -     5,339.688   502,572.796   MT  0.99999008   +0 00 33.4
 TU1784;UTM  04      - 2,419,792.720   450,918.213   MT  0.99962977   -0 10 37.5
 TU1784
 TU1784                          SUPERSEDED SURVEY CONTROL
 TU1784
 TU1784  NAD 83(1986)-  21 52 53.58286(N)    159 28 30.41088(W) AD(       ) 4
 TU1784  OLD HI      -  21 53 04.86900(N)    159 28 40.46400(W) AD(       ) 3
 TU1784
 TU1784.Superseded values are not recommended for survey control.
 TU1784.NGS no longer adjusts projects to the OLD HI datum.
 TU1784.See file dsdata.txt to determine how the superseded data were derived.
 TU1784
 TU1784_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5091819793(NAD 83)
 TU1784
 TU1784  HISTORY     - Date     Condition        Report By
 TU1784  HISTORY     - UNK      MONUMENTED
 TU1784  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1784  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1784
 TU1784                          STATION DESCRIPTION
 TU1784
 TU1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1784'ON SOUTH COAST OF KAUAI, ON THE LANDWARD SIDE OF THE ROAD,
 TU1784'1/2 MILE WEST OF KOLOA LANDING, A HIP-ROOFED WEATHER-BEATEN
 TU1784'HOUSE SHOWING SIGNS OF WHITEWASH.
 TU1784
 TU1784                          STATION RECOVERY (1965)
 TU1784
 TU1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1784'STATION IS GONE.  THIS AREA IS NOW BUILT UP WITH THE PRINCE
 TU1784'KUHIO HOTEL AND NEW HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2179 ***********************************************************************
 TU2179  DESIGNATION -  SMOKE
 TU2179  PID         -  TU2179
 TU2179  STATE/COUNTY-  HI/HAWAII
 TU2179  USGS QUAD   -  PAPAALOA (1980)
 TU2179
 TU2179                         *CURRENT SURVEY CONTROL
 TU2179  ___________________________________________________________________
 TU2179* NAD 83(1993)-  19 58 27.79585(N)    155 12 55.82514(W)     ADJUSTED  
 TU2179* LOCAL TIDAL -                                                        
 TU2179  ___________________________________________________________________
 TU2179  EPOCH DATE  -        1993.62
 TU2179  LAPLACE CORR-         -19.23  (seconds)                    DEFLEC99
 TU2179  GEOID HEIGHT-          18.25  (meters)                     GEOID03
 TU2179
 TU2179  HORZ ORDER  -  THIRD
 TU2179
 TU2179.The horizontal coordinates were established by classical geodetic methods
 TU2179.and adjusted by the National Geodetic Survey in December 1998..
 TU2179.The horizontal coordinates are valid at the epoch date displayed above.
 TU2179.The epoch date for horizontal control is a decimal equivalence
 TU2179.of Year/Month/Day.
 TU2179
 TU2179
 TU2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2179
 TU2179.The geoid height was determined by GEOID03.
 TU2179
 TU2179;                    North         East     Units Scale Factor Converg.
 TU2179;SPC HI 1     -   126,332.306   529,775.279   MT  0.99997762   +0 05 49.9
 TU2179;UTM  05      - 2,210,178.747   268,164.333   MT  1.00026436   -0 45 25.8
 TU2179
 TU2179                          SUPERSEDED SURVEY CONTROL
 TU2179
 TU2179  NAD 83(1986)-  19 58 27.77329(N)    155 12 55.82622(W) AD(       ) 4
 TU2179  OLD HI      -  19 58 38.80000(N)    155 13 05.80300(W) AD(       ) 3
 TU2179
 TU2179.Superseded values are not recommended for survey control.
 TU2179.NGS no longer adjusts projects to the OLD HI datum.
 TU2179.See file dsdata.txt to determine how the superseded data were derived.
 TU2179
 TU2179_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6816410179(NAD 83)
 TU2179
 TU2179  HISTORY     - Date     Condition        Report By
 TU2179  HISTORY     - 1913     MONUMENTED       CGS
 TU2179  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2179
 TU2179                          STATION DESCRIPTION
 TU2179
 TU2179'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2179'ON NORTHEAST COAST OF HAWAII, THE SLENDER SMOKE STACK IN THE CENTER
 TU2179'OF THE GROUP OF BUILDINGS JUST EAST OF PAPAALOA, KNOWN AS
 TU2179'KAIWILAHILAHI CAMP.  SEE DESCRIPTION OF STATION KAIWILAHILAHI.
 TU2179
 TU2179                          STATION RECOVERY (1966)
 TU2179
 TU2179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2179'STATION IS DESTROYED.  STACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3207 ***********************************************************************
 TU3207  DESIGNATION -  SMOKE
 TU3207  PID         -  TU3207
 TU3207  STATE/COUNTY-  HI/MAUI
 TU3207  USGS QUAD   -  
 TU3207
 TU3207                         *CURRENT SURVEY CONTROL
 TU3207  ___________________________________________________________________
 TU3207* NAD 83(1993)-  20 50 52.88070(N)    156 49 45.39363(W)     ADJUSTED  
 TU3207* LOCAL TIDAL -                                                        
 TU3207  ___________________________________________________________________
 TU3207  EPOCH DATE  -        1993.62
 TU3207  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 TU3207  GEOID HEIGHT-          16.25  (meters)                     GEOID03
 TU3207
 TU3207  HORZ ORDER  -  THIRD
 TU3207
 TU3207.The horizontal coordinates were established by classical geodetic methods
 TU3207.and adjusted by the National Geodetic Survey in December 1998..
 TU3207.The horizontal coordinates are valid at the epoch date displayed above.
 TU3207.The epoch date for horizontal control is a decimal equivalence
 TU3207.of Year/Month/Day.
 TU3207
 TU3207
 TU3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3207
 TU3207.The geoid height was determined by GEOID03.
 TU3207
 TU3207;                    North         East     Units Scale Factor Converg.
 TU3207;SPC HI 2     -    56,988.780   483,076.934   MT  0.99997020   -0 03 28.3
 TU3207;UTM  04      - 2,306,851.256   725,868.967   MT  1.00023051   +0 46 22.3
 TU3207
 TU3207                          SUPERSEDED SURVEY CONTROL
 TU3207
 TU3207  NAD 83(1986)-  20 50 52.84350(N)    156 49 45.36563(W) AD(       ) 4
 TU3207  OLD HI      -  20 51 04.20000(N)    156 49 55.50000(W) AD(       ) 3
 TU3207
 TU3207.Superseded values are not recommended for survey control.
 TU3207.NGS no longer adjusts projects to the OLD HI datum.
 TU3207.See file dsdata.txt to determine how the superseded data were derived.
 TU3207
 TU3207_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2586906851(NAD 83)
 TU3207
 TU3207  HISTORY     - Date     Condition        Report By
 TU3207  HISTORY     - UNK      MONUMENTED
 TU3207  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3207
 TU3207                          STATION DESCRIPTION
 TU3207
 TU3207'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3207'STATION IS DESTROYED.  IT WAS A STACK ON AN OLD PLANT, APPARENTLY
 TU3207'OLD SUGAR MILL.  THE REMAINS OF THIS PLANT WERE RECOVERED ABOUT
 TU3207'1000 FEET SOUTHWEST OF OLD KEOMUKU VILLAGE, AMONG A DENSE GROWTH
 TU3207'OF LARGE KIAWE TREES ABOUT 40 FEET HIGH.  THE BASE OF THE OLD
 TU3207'STACK IS CONSTRUCTED OF RED BRICK AND IS 8 FEET SQUARE AND 12
 TU3207'FEET HIGH AND HAS A 4-FOOT-DIAMETER HOLE AT THE TOP WHICH
 TU3207'SUPPORTED THE METAL STACK.  IT SETS AT THE NORTHWEST SIDE OF
 TU3207'A STONE-AND-MORTAR FOUNDATION THAT IS 30 X 40 FEET
 TU3207'IN SIZE AND PROJECTS 1 FOOT ABOVE GROUND.  IT IS ABOUT 30
 TU3207'FEET NORTHWEST OF A LARGE CONCRETE RESERVOIR ABOUT 40 FEET
 TU3207'SQUARE AND 10 FEET DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3203 ***********************************************************************
 TU3203  DESIGNATION -  SMOKE CHURCH SPIRE
 TU3203  PID         -  TU3203
 TU3203  STATE/COUNTY-  HI/MAUI
 TU3203  USGS QUAD   -  
 TU3203
 TU3203                         *CURRENT SURVEY CONTROL
 TU3203  ___________________________________________________________________
 TU3203* NAD 83(1993)-  20 50 51.07312(N)    156 49 25.15081(W)     ADJUSTED  
 TU3203* LOCAL TIDAL -                                                        
 TU3203  ___________________________________________________________________
 TU3203  EPOCH DATE  -        1993.62
 TU3203  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 TU3203  GEOID HEIGHT-          16.23  (meters)                     GEOID03
 TU3203
 TU3203  HORZ ORDER  -  THIRD
 TU3203
 TU3203.The horizontal coordinates were established by classical geodetic methods
 TU3203.and adjusted by the National Geodetic Survey in December 1998..
 TU3203.The horizontal coordinates are valid at the epoch date displayed above.
 TU3203.The epoch date for horizontal control is a decimal equivalence
 TU3203.of Year/Month/Day.
 TU3203
 TU3203
 TU3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3203
 TU3203.The geoid height was determined by GEOID03.
 TU3203
 TU3203;                    North         East     Units Scale Factor Converg.
 TU3203;SPC HI 2     -    56,932.610   483,662.078   MT  0.99996996   -0 03 21.1
 TU3203;UTM  04      - 2,306,803.563   726,455.017   MT  1.00023379   +0 46 29.5
 TU3203
 TU3203                          SUPERSEDED SURVEY CONTROL
 TU3203
 TU3203  NAD 83(1986)-  20 50 51.03051(N)    156 49 25.12897(W) AD(       ) 4
 TU3203  OLD HI      -  20 51 02.39900(N)    156 49 35.20500(W) AD(       ) 3
 TU3203
 TU3203.Superseded values are not recommended for survey control.
 TU3203.NGS no longer adjusts projects to the OLD HI datum.
 TU3203.See file dsdata.txt to determine how the superseded data were derived.
 TU3203
 TU3203_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2645506804(NAD 83)
 TU3203
 TU3203  HISTORY     - Date     Condition        Report By
 TU3203  HISTORY     - UNK      MONUMENTED
 TU3203  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3203  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3203
 TU3203                          STATION DESCRIPTION
 TU3203
 TU3203'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3203'STATION WAS NOT VISITED, BUT IS A TALL CHURCH SPIRE AT KEHANOOKU,
 TU3203'PLAINLY VISIBLE FROM OFFSHORE.
 TU3203
 TU3203                          STATION RECOVERY (1962)
 TU3203
 TU3203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3203'STATION IS DESTROYED.  IT WAS THE SPIRE ON A LARGE, WHITE CHURCH
 TU3203'BUILDING AT THE SOUTHEAST END OF OLD KEOMUKU VILLAGE, THE
 TU3203'REMAINS OF WHICH WAS RECOVERED AMONG LARGE KIAWE TREES.  THE
 TU3203'BUILDING HAS COLLAPSED AND ONLY THE SOUTHEAST WALL IS
 TU3203'STANDING.  IT IS ABOUT 25 FEET NORTHEAST OF ROAD AND HIDDEN
 TU3203'FROM VIEW.
 TU3203'
 TU3203'NOTE--THE OLD SEVENTH DAY ADVENTIST CHURCH SHOULD NOT BE
 TU3203'CONFUSED WITH THIS STATION.  IT IS 0.2 MILE NORTHWEST OF OLD
 TU3203'STATION, AND ON SOUTHWEST SIDE OF ROAD.  IT IS AN UNPAINTED
 TU3203'BUILDING WITH A SPIRE EXTENDING ABOUT 35 FEET ABOVE GROUND, BUT
 TU3203'NOT VISIBLE OUT TO SEA BECAUSE OF LARGE KIAWE TREES SURROUNDING
 TU3203'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3040 ***********************************************************************
 TU3040  DESIGNATION -  SOB HILL RED ROOF HOUSE
 TU3040  PID         -  TU3040
 TU3040  STATE/COUNTY-  HI/MAUI
 TU3040  USGS QUAD   -  WAILUKU (1997)
 TU3040
 TU3040                         *CURRENT SURVEY CONTROL
 TU3040  ___________________________________________________________________
 TU3040* NAD 83(1993)-  20 53 24.33674(N)    156 29 43.28970(W)     ADJUSTED  
 TU3040* LOCAL TIDAL -                                                        
 TU3040  ___________________________________________________________________
 TU3040  EPOCH DATE  -        1993.62
 TU3040  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 TU3040  GEOID HEIGHT-          16.04  (meters)                     GEOID03
 TU3040
 TU3040  HORZ ORDER  -  THIRD
 TU3040
 TU3040.The horizontal coordinates were established by classical geodetic methods
 TU3040.and adjusted by the National Geodetic Survey in December 1998..
 TU3040.The horizontal coordinates are valid at the epoch date displayed above.
 TU3040.The epoch date for horizontal control is a decimal equivalence
 TU3040.of Year/Month/Day.
 TU3040
 TU3040
 TU3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3040
 TU3040.The geoid height was determined by GEOID03.
 TU3040
 TU3040;                    North         East     Units Scale Factor Converg.
 TU3040;SPC HI 2     -    61,647.497   517,823.436   MT  0.99997059   +0 03 39.9
 TU3040;UTM  04      - 2,312,015.678   760,556.828   MT  1.00043907   +0 53 37.0
 TU3040
 TU3040                          SUPERSEDED SURVEY CONTROL
 TU3040
 TU3040  NAD 83(1986)-  20 53 24.29740(N)    156 29 43.27529(W) AD(       ) 4
 TU3040  OLD HI      -  20 53 35.84500(N)    156 29 53.43600(W) AD(       ) 3
 TU3040
 TU3040.Superseded values are not recommended for survey control.
 TU3040.NGS no longer adjusts projects to the OLD HI datum.
 TU3040.See file dsdata.txt to determine how the superseded data were derived.
 TU3040
 TU3040_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6055712016(NAD 83)
 TU3040
 TU3040  HISTORY     - Date     Condition        Report By
 TU3040  HISTORY     - 1929     MONUMENTED       CGS
 TU3040  HISTORY     - 19990723 GOOD             USPSQD
 TU3040
 TU3040                          STATION DESCRIPTION
 TU3040
 TU3040'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3040'THE CENTER OF A RED ROOFED, BUFF COLORED HOUSE, TWO GABLES IN
 TU3040'FRONT, FACING THE KAHULUI HARBOR.  AT THE PRESENT, IT IS THE MOST
 TU3040'PROMINENT OBJECT ON THE HIGH SAND HILLS TO THE NORTH OF THE TOWN
 TU3040'OF WAILUKU.  IT IS OWNED BY TING, A CHINAMAN IN THE CHICKEN
 TU3040'BUSINESS.
 TU3040
 TU3040                          STATION RECOVERY (1999)
 TU3040
 TU3040'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1498 ***********************************************************************
 TU1498  DESIGNATION -  SON
 TU1498  PID         -  TU1498
 TU1498  STATE/COUNTY-  HI/HONOLULU
 TU1498  USGS QUAD   -  KAHUKU (1983)
 TU1498
 TU1498                         *CURRENT SURVEY CONTROL
 TU1498  ___________________________________________________________________
 TU1498* NAD 83(1993)-  21 41 52.85180(N)    158 00 49.90349(W)     ADJUSTED  
 TU1498* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1498  ___________________________________________________________________
 TU1498  EPOCH DATE  -        1993.62
 TU1498  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 TU1498  GEOID HEIGHT-          13.19  (meters)                     GEOID03
 TU1498
 TU1498  HORZ ORDER  -  THIRD
 TU1498
 TU1498.The horizontal coordinates were established by classical geodetic methods
 TU1498.and adjusted by the National Geodetic Survey in December 1998..
 TU1498.The horizontal coordinates are valid at the epoch date displayed above.
 TU1498.The epoch date for horizontal control is a decimal equivalence
 TU1498.of Year/Month/Day.
 TU1498
 TU1498.The orthometric height was scaled from a topographic map.
 TU1498
 TU1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1498
 TU1498.The geoid height was determined by GEOID03.
 TU1498
 TU1498;                    North         East     Units Scale Factor Converg.
 TU1498;SPC HI 3     -    58,831.730   498,565.575   MT  0.99999003   -0 00 18.5
 TU1498;UTM  04      - 2,399,726.571   602,007.774   MT  0.99972857   +0 21 52.6
 TU1498
 TU1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1498!SPC HI 3     -   0.99999777  x   0.99999003  =   0.99998780
 TU1498!UTM  04      -   0.99999777  x   0.99972857  =   0.99972634
 TU1498
 TU1498|---------------------------------------------------------------------|
 TU1498| PID    Reference Object                     Distance      Geod. Az  |
 TU1498|                                                           dddmmss.s |
 TU1498| CJ9051 SON RM 1                             14.880 METERS 03408     |
 TU1498| TU1496 OPANA                               APPROX. 1.4 KM 1593607.5 |
 TU1498| CJ9052 SON RM 2                             57.430 METERS 20927     |
 TU1498|---------------------------------------------------------------------|
 TU1498
 TU1498                          SUPERSEDED SURVEY CONTROL
 TU1498
 TU1498  NAD 83(1986)-  21 41 52.80397(N)    158 00 49.91436(W) AD(       ) 3
 TU1498  OLD HI      -  21 42 04.23500(N)    158 00 59.84000(W) AD(       ) 3
 TU1498
 TU1498.Superseded values are not recommended for survey control.
 TU1498.NGS no longer adjusts projects to the OLD HI datum.
 TU1498.See file dsdata.txt to determine how the superseded data were derived.
 TU1498
 TU1498_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0200899727(NAD 83)
 TU1498_MARKER: Z = SEE DESCRIPTION
 TU1498_SETTING: 0 = UNSPECIFIED SETTING
 TU1498
 TU1498  HISTORY     - Date     Condition        Report By
 TU1498  HISTORY     - 1932     MONUMENTED       CGS
 TU1498  HISTORY     - 1955     SEE DESCRIPTION  CGS
 TU1498  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1498
 TU1498                          STATION DESCRIPTION
 TU1498
 TU1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1498'ABOUT 1.9 MILES SW OF KAHUKA POINT, ON THE W POINT FORMING
 TU1498'KAWELA BAY, ON A LOW SAND RIDGE COVERED WITH GRASS AND BUSHES.
 TU1498'
 TU1498'STATION MARK IS A STANDARD DISK SET IN CONCRETE.  UNDERGROUND
 TU1498'MARK IS A STANDARD DISK SET IN A BLOCK OF CONCRETE 3 FEET BELOW
 TU1498'THE GROUND CONTAINING AT THE CENTER OF ITS UPPER SURFACE A GLASS
 TU1498'BOTTLE WITH NECK PROJECTING A LITTLE ABOVE THE CONCRETE.
 TU1498'
 TU1498'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE IN
 TU1498'DEPRESSIONS IN BOULDERS.
 TU1498
 TU1498                          STATION RECOVERY (1955)
 TU1498
 TU1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HOF)
 TU1498'THE SURFACE MARK HAS BEEN DESTROYED.  SEE LETTER 6 AUGUST 1955
 TU1498'FROM MR. J. M. MUIR WHO FOUND THE MARKER AT TIDE WATER LEVEL
 TU1498'IN A POND ON HIS PROPERTY AT KAWELA BAY.  AT THE HONOLULU
 TU1498'DISTRICT OFFICES REQUEST, HE BROUGHT THE MARKER TO THE OFFICE.  NO
 TU1498'ATTEMPT WAS MADE TO RECOVER THE SUB-SURFACE MARK.
 TU1498
 TU1498                          STATION RECOVERY (1965)
 TU1498
 TU1498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1498'INFORMATION ON FILE IN HONOLULU FIELD OFFICE INDICATES THAT
 TU1498'STATION MONUMENT WAS FOUND LAYING ON TOP OF GROUND IN 1956
 TU1498'BY MR. J. MUIR, THE PROPERTY OWNER, WHO TURNED THE DISK IN TO THE
 TU1498'OFFICE.  NO MENTION WAS MADE OF REFERENCE MARK OR UNDERGROUND
 TU1498'MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1498'
 TU1498'THE UNDERGROUND MARK IS BELIEVED DESTROYED.  THE REFERENCE MARK
 TU1498'WAS RECOVERED IN GOOD CONDITION.  IT IS A STANDARD DISK
 TU1498'STAMPED SON 2, CEMENTED IN A DRILL HOLE IN A DEPRESSION IN THE
 TU1498'MIDDLE OF A 12-INCH-DIAMETER BEDROCK OUTCROP FLUSH WITH
 TU1498'GROUND, IN THE RIGHT WHEEL TRACK OF THE DRIVEWAY IN THE YARD
 TU1498'AT THE A.L. SIMPSON HOME, WHICH IS ON THE SECOND LOT SOUTHWEST
 TU1498'FROM THE LOT ON WHICH THE STATION WAS LOCATED.  IT IS 16.8
 TU1498'FEET SOUTH OF THE SOUTHEAST CORNER OF THE GARAGE, 56.8 FEET
 TU1498'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE AND 48.3
 TU1498'FEET NORTHWEST OF THE SOUTHEAST PROPERTY CORNER MARKER PIPE
 TU1498'OF THE LOT.  THE MARK IS USUALLY COVERED WITH DIRT.
 TU1498'
 TU1498'THE STATION LOCATION, AS PLOTTED FROM A STATE TAX MAP,
 TU1498'COINCIDES WITH DISTANCE AND DIRECTION FROM RM NO.2 AND SMALL
 TU1498'WHITE COTTAGE IN PUTTING STATION LOCATION OUT ON SLOPING SAND
 TU1498'BEACH, ABOUT 3 FEET LOWER THAN BANK.
 TU1498'
 TU1498'NOTE--ALL OLD LINES FROM STATION ARE BLOCKED BY TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3340 ***********************************************************************
 TU3340  DESIGNATION -  SON
 TU3340  PID         -  TU3340
 TU3340  STATE/COUNTY-  HI/MAUI
 TU3340  USGS QUAD   -  
 TU3340
 TU3340                         *CURRENT SURVEY CONTROL
 TU3340  ___________________________________________________________________
 TU3340* NAD 83(1993)-  21 03 09.99090(N)    156 53 36.94332(W)     ADJUSTED  
 TU3340* LOCAL TIDAL -                                                        
 TU3340  ___________________________________________________________________
 TU3340  EPOCH DATE  -        1993.62
 TU3340  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 TU3340  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU3340
 TU3340  HORZ ORDER  -  THIRD
 TU3340
 TU3340.The horizontal coordinates were established by classical geodetic methods
 TU3340.and adjusted by the National Geodetic Survey in December 1998..
 TU3340.The horizontal coordinates are valid at the epoch date displayed above.
 TU3340.The epoch date for horizontal control is a decimal equivalence
 TU3340.of Year/Month/Day.
 TU3340
 TU3340
 TU3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3340
 TU3340.The geoid height was determined by GEOID03.
 TU3340
 TU3340;                    North         East     Units Scale Factor Converg.
 TU3340;SPC HI 2     -    79,665.749   476,415.176   MT  0.99997354   -0 04 53.5
 TU3340;UTM  04      - 2,329,434.187   718,875.920   MT  1.00019205   +0 45 25.1
 TU3340
 TU3340                          SUPERSEDED SURVEY CONTROL
 TU3340
 TU3340  NAD 83(1986)-  21 03 09.94557(N)    156 53 36.89451(W) AD(       ) 4
 TU3340  OLD HI      -  21 03 21.36000(N)    156 53 47.01000(W) AD(       ) 3
 TU3340
 TU3340.Superseded values are not recommended for survey control.
 TU3340.NGS no longer adjusts projects to the OLD HI datum.
 TU3340.See file dsdata.txt to determine how the superseded data were derived.
 TU3340
 TU3340_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1887629434(NAD 83)
 TU3340
 TU3340  HISTORY     - Date     Condition        Report By
 TU3340  HISTORY     - UNK      MONUMENTED
 TU3340  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3340
 TU3340                          STATION DESCRIPTION
 TU3340
 TU3340'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3340'A SEARCH WAS MADE IN THE VICINITY BUT NO IDENTIFIABLE
 TU3340'MARK COULD BE FOUND.  THERE IS AN OLD GREEN SHACK ON CONCRETE
 TU3340'FOUNDATIONS IN THE APPROXIMATE LOCATION OF THE STATION AND IT
 TU3340'IS POSSIBLE THAT THIS WAS USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3161 ***********************************************************************
 TU3161  DESIGNATION -  SOUTH CRATER 1904
 TU3161  PID         -  TU3161
 TU3161  STATE/COUNTY-  HI/MAUI
 TU3161  USGS QUAD   -  
 TU3161
 TU3161                         *CURRENT SURVEY CONTROL
 TU3161  ___________________________________________________________________
 TU3161* NAD 83(1993)-  20 32 32.79383(N)    156 36 20.33539(W)     ADJUSTED  
 TU3161* LOCAL TIDAL -       354.     (meters)    1161.     (feet)  SCALED    
 TU3161  ___________________________________________________________________
 TU3161  EPOCH DATE  -        1993.62
 TU3161  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 TU3161  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU3161
 TU3161  HORZ ORDER  -  THIRD
 TU3161
 TU3161.The horizontal coordinates were established by classical geodetic methods
 TU3161.and adjusted by the National Geodetic Survey in December 1998..
 TU3161.The horizontal coordinates are valid at the epoch date displayed above.
 TU3161.The epoch date for horizontal control is a decimal equivalence
 TU3161.of Year/Month/Day.
 TU3161
 TU3161.The orthometric height was scaled from a topographic map.
 TU3161
 TU3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3161
 TU3161.The geoid height was determined by GEOID03.
 TU3161
 TU3161;                    North         East     Units Scale Factor Converg.
 TU3161;SPC HI 2     -    23,150.878   506,362.982   MT  0.99996717   +0 01 17.1
 TU3161;UTM  04      - 2,273,341.023   749,647.684   MT  1.00037031   +0 50 26.2
 TU3161
 TU3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3161!SPC HI 2     -   0.99994188  x   0.99996717  =   0.99990906
 TU3161!UTM  04      -   0.99994188  x   1.00037031  =   1.00031217
 TU3161
 TU3161:                Primary Azimuth Mark                     Grid Az
 TU3161:SPC HI 2     -  KAHOOLAWE 1871                           038 41 22.1
 TU3161:UTM  04      -  KAHOOLAWE 1871                           037 52 13.0
 TU3161
 TU3161|---------------------------------------------------------------------|
 TU3161| PID    Reference Object                     Distance      Geod. Az  |
 TU3161|                                                           dddmmss.s |
 TU3161| TU3150 KAHOOLAWE 1871                      APPROX. 3.2 KM 0384239.2 |
 TU3161| TU3185 TRAY                                APPROX. 6.0 KM 2901656.7 |
 TU3161|---------------------------------------------------------------------|
 TU3161
 TU3161                          SUPERSEDED SURVEY CONTROL
 TU3161
 TU3161  NAD 83(1986)-  20 32 32.77977(N)    156 36 20.31108(W) AD(       ) 3
 TU3161  OLD HI      -  20 32 44.16100(N)    156 36 30.44300(W) AD(       ) 3
 TU3161
 TU3161.Superseded values are not recommended for survey control.
 TU3161.NGS no longer adjusts projects to the OLD HI datum.
 TU3161.See file dsdata.txt to determine how the superseded data were derived.
 TU3161
 TU3161_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4964873341(NAD 83)
 TU3161
 TU3161  HISTORY     - Date     Condition        Report By
 TU3161  HISTORY     - 1904     MONUMENTED       CGS
 TU3161  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU3161
 TU3161                          STATION DESCRIPTION
 TU3161
 TU3161'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JFP)
 TU3161'ON A ROCKY RED HILLTOP ON THE DIVIDE OF THE ISLAND.  MARKED BY
 TU3161'A SPIKE DRIVEN INTO A BLOCK OF WOOD BURIED ABOUT 18 INCHES BELOW
 TU3161'SURFACE OF GROUND.
 TU3161
 TU3161                          STATION RECOVERY (1963)
 TU3161
 TU3161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3161'A 3/4-INCH IRON PIPE, DRIVEN INTO THE GROUND AND SURROUNDED BY
 TU3161'SMALL PILE OF BOULDERS, WAS RECOVERED AT THE APPROXIMATE LOCATION
 TU3161'OF THE STATION.  SINCE NO POSITIVE IDENTIFICATION COULD BE MADE
 TU3161'THE STATION SHOULD BE CONSIDERED LOST.  A NEW STATION, SOUTH
 TU3161'CRATER 2, WAS ESTABLISHED NEARBY.  SEE DESCRIPTION FOR THAT
 TU3161'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3162 ***********************************************************************
 TU3162  DESIGNATION -  SOUTH CRATER 2
 TU3162  PID         -  TU3162
 TU3162  STATE/COUNTY-  HI/MAUI
 TU3162  USGS QUAD   -  
 TU3162
 TU3162                         *CURRENT SURVEY CONTROL
 TU3162  ___________________________________________________________________
 TU3162* NAD 83(1993)-  20 32 32.84785(N)    156 36 20.46083(W)     ADJUSTED  
 TU3162* LOCAL TIDAL -       351.7    (meters)    1154.     (feet)  VERT ANG  
 TU3162  ___________________________________________________________________
 TU3162  EPOCH DATE  -        1993.62
 TU3162  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 TU3162  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU3162
 TU3162  HORZ ORDER  -  SECOND
 TU3162
 TU3162.The horizontal coordinates were established by classical geodetic methods
 TU3162.and adjusted by the National Geodetic Survey in December 1998..
 TU3162.The horizontal coordinates are valid at the epoch date displayed above.
 TU3162.The epoch date for horizontal control is a decimal equivalence
 TU3162.of Year/Month/Day.
 TU3162
 TU3162.The orthometric height was determined by vertical angle observations.
 TU3162
 TU3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3162
 TU3162.The geoid height was determined by GEOID03.
 TU3162
 TU3162;                    North         East     Units Scale Factor Converg.
 TU3162;SPC HI 2     -    23,152.538   506,359.347   MT  0.99996717   +0 01 17.0
 TU3162;UTM  04      - 2,273,342.631   749,644.025   MT  1.00037029   +0 50 26.2
 TU3162
 TU3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3162!SPC HI 2     -   0.99994225  x   0.99996717  =   0.99990942
 TU3162!UTM  04      -   0.99994225  x   1.00037029  =   1.00031251
 TU3162
 TU3162:                Primary Azimuth Mark                     Grid Az
 TU3162:SPC HI 2     -  BLACK 2                                  173 47 03.2
 TU3162:UTM  04      -  BLACK 2                                  172 57 54.0
 TU3162
 TU3162|---------------------------------------------------------------------|
 TU3162| PID    Reference Object                     Distance      Geod. Az  |
 TU3162|                                                           dddmmss.s |
 TU3162| TU3151 BLACK 2                             APPROX. 2.2 KM 1734820.2 |
 TU3162| CN6158 SOUTH CRATER 2 RM 1                  16.950 METERS 20727     |
 TU3162| CN6159 SOUTH CRATER 2 RM 2                  16.425 METERS 29138     |
 TU3162|---------------------------------------------------------------------|
 TU3162
 TU3162                          SUPERSEDED SURVEY CONTROL
 TU3162
 TU3162  NAD 83(1986)-  20 32 32.82700(N)    156 36 20.44867(W) AD(       ) 2
 TU3162  OLD HI      -  20 32 44.27930(N)    156 36 30.61000(W) AD(       ) 2
 TU3162
 TU3162.Superseded values are not recommended for survey control.
 TU3162.NGS no longer adjusts projects to the OLD HI datum.
 TU3162.See file dsdata.txt to determine how the superseded data were derived.
 TU3162
 TU3162_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4964473343(NAD 83)
 TU3162_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3162_SETTING: 66 = SET IN ROCK OUTCROP
 TU3162
 TU3162  HISTORY     - Date     Condition        Report By
 TU3162  HISTORY     - 1963     MONUMENTED       CGS
 TU3162
 TU3162                          STATION DESCRIPTION
 TU3162
 TU3162'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3162'STATION IS LOCATED ABOUT 1-1/4 MILES AIRLINE NORTH-NORTHWEST OF
 TU3162'KAMOHIO BAY, AT ABOUT THE CENTER OF KAHOOLAWE ISLAND, AT THE WEST
 TU3162'END AND HIGHEST POINT OF A RED, ROCKY HILL OF ABOUT 1161 FEET
 TU3162'ELEVATION AND KNOWN AS PUU MOIWI.
 TU3162'
 TU3162'STATION IS BEST REACHED BY MAKING A SKIFF LANDING IN AHUPU BAY,
 TU3162'ABOUT MIDWAY ALONG THE NORTH SHORELINE OF THE ISLAND, AND PACKING
 TU3162'SOUTHEAST UP ALONG BRUSHY RIDGE BETWEEN AHUPU AND AHUPUIKI GULCHES
 TU3162'FOR ABOUT 2-3/4 MILES TO TOP OF RED RIDGE AND STATION.
 TU3162'
 TU3162'STATION MARK IS A STANDARD DISK STAMPED SOUTH CRATER 2 1963,
 TU3162'CEMENTED IN A DRILL HOLE IN RED LAVA BEDROCK FLUSH WITH THE
 TU3162'GROUND.  IT IS ABOUT 50 YARDS SOUTHWEST OF, AND ABOVE, A HEAVY
 TU3162'GROWTH OF LARGE KEAWE TREES.
 TU3162'
 TU3162'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SOUTH
 TU3162'CRATER 2 NO 1 1963, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST END
 TU3162'OF A BEDROCK LEDGE THAT PROJECTS 3 FEET.  IT IS 15 YARDS SOUTHEAST
 TU3162'OF CREST OF RIDGE AND ABOUT 3-1/2 FEET LOWER THAN STATION MARK.
 TU3162'
 TU3162'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SOUTH
 TU3162'CRATER 2 NO 2 1963, CEMENTED IN A DRILL HOLE IN A 15-FOOT-DIAMETER,
 TU3162'FLAT, BEDROCK OUTCROP THAT PROJECTS ABOUT 2 FEET.  IT IS ABOUT
 TU3162'4-1/2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3182 ***********************************************************************
 TU3182  DESIGNATION -  SOUTH HILL 2
 TU3182  PID         -  TU3182
 TU3182  STATE/COUNTY-  HI/MAUI
 TU3182  USGS QUAD   -  
 TU3182
 TU3182                         *CURRENT SURVEY CONTROL
 TU3182  ___________________________________________________________________
 TU3182* NAD 83(1993)-  20 31 06.90476(N)    156 38 58.20072(W)     ADJUSTED  
 TU3182* LOCAL TIDAL -       162.6    (meters)     533.     (feet)  VERT ANG  
 TU3182  ___________________________________________________________________
 TU3182  EPOCH DATE  -        1993.62
 TU3182  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 TU3182  GEOID HEIGHT-          15.29  (meters)                     GEOID03
 TU3182
 TU3182  HORZ ORDER  -  SECOND
 TU3182
 TU3182.The horizontal coordinates were established by classical geodetic methods
 TU3182.and adjusted by the National Geodetic Survey in December 1998..
 TU3182.The horizontal coordinates are valid at the epoch date displayed above.
 TU3182.The epoch date for horizontal control is a decimal equivalence
 TU3182.of Year/Month/Day.
 TU3182
 TU3182.The orthometric height was determined by vertical angle observations.
 TU3182
 TU3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3182
 TU3182.The geoid height was determined by GEOID03.
 TU3182
 TU3182;                    North         East     Units Scale Factor Converg.
 TU3182;SPC HI 2     -    20,508.520   501,790.405   MT  0.99996671   +0 00 21.7
 TU3182;UTM  04      - 2,270,632.542   745,111.565   MT  1.00034257   +0 49 27.4
 TU3182
 TU3182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3182!SPC HI 2     -   0.99997204  x   0.99996671  =   0.99993875
 TU3182!UTM  04      -   0.99997204  x   1.00034257  =   1.00031460
 TU3182
 TU3182|---------------------------------------------------------------------|
 TU3182| PID    Reference Object                     Distance      Geod. Az  |
 TU3182|                                                           dddmmss.s |
 TU3182| CN6160 SOUTH HILL 2 RM 1                    21.526 METERS 02001     |
 TU3182| TU3162 SOUTH CRATER 2                      APPROX. 5.3 KM 0595654.0 |
 TU3182| CN6161 SOUTH HILL 2 RM 2                    23.431 METERS 23036     |
 TU3182|---------------------------------------------------------------------|
 TU3182
 TU3182                          SUPERSEDED SURVEY CONTROL
 TU3182
 TU3182  NAD 83(1986)-  20 31 06.88420(N)    156 38 58.18933(W) AD(       ) 2
 TU3182  OLD HI      -  20 31 18.33240(N)    156 39 08.35050(W) AD(       ) 2
 TU3182
 TU3182.Superseded values are not recommended for survey control.
 TU3182.NGS no longer adjusts projects to the OLD HI datum.
 TU3182.See file dsdata.txt to determine how the superseded data were derived.
 TU3182
 TU3182_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4511270633(NAD 83)
 TU3182_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3182_SETTING: 66 = SET IN ROCK OUTCROP
 TU3182
 TU3182  HISTORY     - Date     Condition        Report By
 TU3182  HISTORY     - 1963     MONUMENTED       CGS
 TU3182
 TU3182                          STATION DESCRIPTION
 TU3182
 TU3182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3182'STATION IS LOCATED ON A SMALL HILL WHICH IS ABOUT 2-1/4 MILES
 TU3182'FROM SMUGGLER COVE AND 1/4 MILE NORTHWEST FROM THE HEAD OF
 TU3182'WAIKUHALULA BAY.  THE HILL IS COVERED WITH LARGE BOULDERS.
 TU3182'
 TU3182'STATION IS BEST REACHED BY MAKING A SKIFF LANDING IN SMUGGLER
 TU3182'COVE AT THE WEST END OF KAHOOLAWE ISLAND THEN PACKING EAST ABOUT
 TU3182'1/2 MILE TO THE OLD ROAD WHICH RUNS NORTHEAST.  FOLLOW THE OLD
 TU3182'ROAD 1 MILE THEN TURN EAST CROSS-COUNTRY 1 MILE TO THE HILL AND
 TU3182'THE STATION.
 TU3182'
 TU3182'STATION MARK IS A STANDARD TRIANGULATION DISK STAMPED SOUTH HILL
 TU3182'2 1963 CEMENTED IN A DRILL HOLE IN A 7 X 5-FOOT EXPOSED SECTION
 TU3182'OF BEDROCK THAT PROJECTS 1-1/2 FEET ABOVE THE GROUND.
 TU3182'
 TU3182'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SOUTH HILL
 TU3182'2 NO 1 1963, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 5
 TU3182'FEET IN DIAMETER.  IT IS ABOUT 2 FEET BELOW THE ELEVATION OF THE
 TU3182'STATION.
 TU3182'
 TU3182'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SOUTH HILL
 TU3182'2 NO 2 1963, CEMENTED IN A DRILL HOLE IN A 2 X 2 1/2-FOOT BOULDER
 TU3182'WHICH PROJECTS 6 INCHES ABOVE THE GROUND AND IS 3 FEET BELOW THE
 TU3182'ELEVATION OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2040 ***********************************************************************
 TU2040  DESIGNATION -  SOUTH HOUSE SOUTHWEST GABLE
 TU2040  PID         -  TU2040
 TU2040  STATE/COUNTY-  HI/KAUAI
 TU2040  USGS QUAD   -  KEKAHA (1983)
 TU2040
 TU2040                         *CURRENT SURVEY CONTROL
 TU2040  ___________________________________________________________________
 TU2040* NAD 83(1993)-  22 00 43.42816(N)    159 46 55.03024(W)     ADJUSTED  
 TU2040* LOCAL TIDAL -                                                        
 TU2040  ___________________________________________________________________
 TU2040  EPOCH DATE  -        1993.62
 TU2040  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 TU2040  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2040
 TU2040  HORZ ORDER  -  THIRD
 TU2040
 TU2040.The horizontal coordinates were established by classical geodetic methods
 TU2040.and adjusted by the National Geodetic Survey in December 1998..
 TU2040.The horizontal coordinates are valid at the epoch date displayed above.
 TU2040.The epoch date for horizontal control is a decimal equivalence
 TU2040.of Year/Month/Day.
 TU2040
 TU2040
 TU2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2040
 TU2040.The geoid height was determined by GEOID03.
 TU2040
 TU2040;                    North         East     Units Scale Factor Converg.
 TU2040;SPC HI 4     -    19,817.290   470,887.612   MT  1.00000047   -0 06 20.4
 TU2040;UTM  04      - 2,434,368.634   419,291.181   MT  0.99968048   -0 17 35.1
 TU2040
 TU2040                          SUPERSEDED SURVEY CONTROL
 TU2040
 TU2040  NAD 83(1986)-  22 00 43.39026(N)    159 46 55.05521(W) AD(       ) 4
 TU2040  OLD HI      -  22 00 54.70000(N)    159 47 05.11000(W) AD(       ) 3
 TU2040
 TU2040.Superseded values are not recommended for survey control.
 TU2040.NGS no longer adjusts projects to the OLD HI datum.
 TU2040.See file dsdata.txt to determine how the superseded data were derived.
 TU2040
 TU2040_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1929134369(NAD 83)
 TU2040
 TU2040  HISTORY     - Date     Condition        Report By
 TU2040  HISTORY     - UNK      MONUMENTED
 TU2040  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2040
 TU2040                          STATION DESCRIPTION
 TU2040
 TU2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2040'STATION IS GONE.  THERE ARE NO LONGER ANY BUILDINGS IN THE
 TU2040'VICINITY.  IT IS NOW OVERGROWN WITH LARGE KIAWE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2384 ***********************************************************************
 TU2384  DESIGNATION -  SOUTH RIM
 TU2384  PID         -  TU2384
 TU2384  STATE/COUNTY-  HI/HAWAII
 TU2384  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2384
 TU2384                         *CURRENT SURVEY CONTROL
 TU2384  ___________________________________________________________________
 TU2384* NAD 83(1993)-  19 24 37.03227(N)    155 17 27.17230(W)     ADJUSTED  
 TU2384* LOCAL TIDAL -      1162.39   (meters)    3813.6    (feet)  LEVELING  
 TU2384  ___________________________________________________________________
 TU2384  EPOCH DATE  -        1993.62
 TU2384  LAPLACE CORR-         -12.93  (seconds)                    DEFLEC99
 TU2384  GEOID HEIGHT-          22.90  (meters)                     GEOID03
 TU2384
 TU2384  HORZ ORDER  -  THIRD
 TU2384  VERT ORDER  -  THIRD
 TU2384
 TU2384.The horizontal coordinates were established by classical geodetic methods
 TU2384.and adjusted by the National Geodetic Survey in December 1998..
 TU2384.The horizontal coordinates are valid at the epoch date displayed above.
 TU2384.The epoch date for horizontal control is a decimal equivalence
 TU2384.of Year/Month/Day.
 TU2384
 TU2384.The orthometric height was determined by differential leveling.
 TU2384.The vertical network tie was performed by a horz. field party for horz.
 TU2384.obs reductions. Reset procedures were used to establish the elevation.
 TU2384
 TU2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2384
 TU2384.The geoid height was determined by GEOID03.
 TU2384
 TU2384;                    North         East     Units Scale Factor Converg.
 TU2384;SPC HI 1     -    63,876.205   521,963.318   MT  0.99997263   +0 04 10.2
 TU2384;UTM  05      - 2,147,824.686   259,431.824   MT  1.00031542   -0 45 42.1
 TU2384
 TU2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2384!SPC HI 1     -   0.99981371  x   0.99997263  =   0.99978635
 TU2384!UTM  05      -   0.99981371  x   1.00031542  =   1.00012907
 TU2384
 TU2384:                Primary Azimuth Mark                     Grid Az
 TU2384:SPC HI 1     -  SAND HILL 1920                           181 42 42.5
 TU2384:UTM  05      -  SAND HILL 1920                           182 32 34.8
 TU2384
 TU2384|---------------------------------------------------------------------|
 TU2384| PID    Reference Object                     Distance      Geod. Az  |
 TU2384|                                                           dddmmss.s |
 TU2384| TU2385 SAND HILL 1920                      APPROX. 1.9 KM 1814652.7 |
 TU2384|---------------------------------------------------------------------|
 TU2384
 TU2384                          SUPERSEDED SURVEY CONTROL
 TU2384
 TU2384  NAD 83(1986)-  19 24 37.01634(N)    155 17 27.21785(W) AD(       ) 3
 TU2384  OLD HI      -  19 24 48.88300(N)    155 17 37.18600(W) AD(       ) 3
 TU2384
 TU2384.Superseded values are not recommended for survey control.
 TU2384.NGS no longer adjusts projects to the OLD HI datum.
 TU2384.See file dsdata.txt to determine how the superseded data were derived.
 TU2384
 TU2384_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5943247825(NAD 83)
 TU2384_MARKER: DD = SURVEY DISK
 TU2384_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU2384_SP_SET: UNSPECIFIED ROCK
 TU2384_STAMPING: SOUTH RIM
 TU2384_MARK LOGO: USGS  
 TU2384_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2384
 TU2384  HISTORY     - Date     Condition        Report By
 TU2384  HISTORY     - 1920     MONUMENTED       USGS
 TU2384  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2384  HISTORY     - 1967     GOOD             CGS
 TU2384
 TU2384                          STATION DESCRIPTION
 TU2384
 TU2384'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2384'IN SOUTHEASTERN HAWAII, ON THE TOP OF A SMALL RISE ON THE
 TU2384'EXTREME EDGE OF KILAUEA CRATER, AND A LITTLE NORTH OF WEST OF
 TU2384'HALEMAUMAU.  MARK, A BRONZE TABLET CEMENTED IN SOLID ROCK.
 TU2384
 TU2384                          STATION RECOVERY (1967)
 TU2384
 TU2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2384'STATION WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2384'DESCRIPTION FOLLOWS--
 TU2384'
 TU2384'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK,
 TU2384'ABOUT 2-1/2 MILES SOUTHWEST OF THE PARK HEADQUARTERS BUILDING,
 TU2384'465 YARDS NORTHWEST OF THE EDGE OF HALEMAUMAU CRATER, AND 0.4
 TU2384'MILE EAST OF WHERE CRATER RIM ROAD REACHES ITS WESTERNMOST
 TU2384'POINT BEFORE TURNING BACK TO SOUTHEAST.  IT IS SITUATED ON THE
 TU2384'WEST RIM OF KILAUEA CRATER, AT ABOUT 3814 FEET ELEVATION, ON A
 TU2384'LOW, ROCK RISE.
 TU2384'
 TU2384'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK
 TU2384'HEADQUARTERS BUILDING, GO WEST AND SOUTHWEST ON CRATER RIM ROAD
 TU2384'FOR 3.7 MILES TO END OF TRUCK TRAVEL AT THE WESTERNMOST POINT
 TU2384'OF THE ROAD.  WALK EAST ACROSS ROUGH AREA ABOUT 0.4 MILE TO
 TU2384'STATION.
 TU2384'
 TU2384'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED SOUTH
 TU2384'RIM, CEMENTED IN A DRILL HOLE IN BEDROCK, 10 FEET WEST OF EDGE
 TU2384'OF CRATER.  A 2-FOOT CAIRN IS BUILT OVER THE MARK.
 TU2384'
 TU2384'NOTE--IT WOULD BE POSSIBLE TO DRIVE TO STATION WITH A
 TU2384'4-WHEEL-DRIVE VEHICLE.
 TU2384
 TU2384                          STATION RECOVERY (1967)
 TU2384
 TU2384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 TU2384'THE FOLLOWING TEXT IS FROM A 1967 NGS HORIZONTAL CONTROL DESCRIPTION -
 TU2384'STATION IS LOCATED IN THE HAWAII VOLCANOES NATIONAL PARK, ABOUT 2.5
 TU2384'MILES (4.0 KM) SOUTHWEST OF THE PARK HEADQUARTERS BUILDING, 465 YARDS
 TU2384'NORTHWEST OF THE EDGE OF HALEMAUMAU CRATER, AND 0.4 MILE (0.6 KM)
 TU2384'EAST OF WHERE CRATER RIM ROAD REACHES ITS WESTERNMOST POINT BEFORE
 TU2384'TURNING BACK TO SOUTHEAST.  IT IS SITUATED ON THE WEST RIM OF KILAUEA
 TU2384'CRATER, AT ABOUT 3814 FEET (1162.5 M) ELEVATION, ON A LOW, ROCK RISE.
 TU2384'TO REACH STATION FROM THE HAWAII VOLCANOES NATIONAL PARK HEADQUARTERS
 TU2384'BUILDING, GO WEST AND SOUTHWEST ON CRATER RIM ROAD FOR 3.7 MILES
 TU2384'(6.0 KM) TO END OF TRUCK TRAVEL AT THE WESTERNMOST POINT OF THE ROAD.
 TU2384'WALK EAST ACROSS ROUGH AREA ABOUT 0.4 MILE (0.6 KM) TO STATION.
 TU2384'STATION MARK IS A US GEOLOGICAL SURVEY DISK STAMPED SOUTH RIM,
 TU2384'CEMENTED IN A DRILL HOLE IN BEDROCK, 10 FEET (3.0 M) WEST OF EDGE OF
 TU2384'CRATER.  A 2-FOOT CAIRN IS BUILT OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0014 ***********************************************************************
 TU0014  DESIGNATION -  SOUTH TELEMETRY BORESIGHT TWR
 TU0014  PID         -  TU0014
 TU0014  STATE/COUNTY-  HI/HAWAII
 TU0014  USGS QUAD   -  KA LAE (1982)
 TU0014
 TU0014                         *CURRENT SURVEY CONTROL
 TU0014  ___________________________________________________________________
 TU0014* NAD 83(1986)-  18 54 49.     (N)    155 40 55.     (W)     SCALED    
 TU0014* LOCAL TIDAL -        12.772  (meters)      41.90   (feet)  ADJ UNCH  
 TU0014  ___________________________________________________________________
 TU0014  GEOID HEIGHT-          14.20  (meters)                     GEOID03
 TU0014
 TU0014  VERT ORDER  -  SECOND    CLASS 0
 TU0014
 TU0014.The horizontal coordinates were scaled from a topographic map and have
 TU0014.an estimated accuracy of +/- 6 seconds.
 TU0014
 TU0014.The orthometric height was key entered from printed documents
 TU0014.and not key verified.
 TU0014
 TU0014.The geoid height was determined by GEOID03.
 TU0014
 TU0014;                    North         East    Units  Estimated Accuracy
 TU0014;SPC HI 1     -     8,900.      480,830.      MT  (+/- 180 meters Scaled)
 TU0014
 TU0014                          SUPERSEDED SURVEY CONTROL
 TU0014
 TU0014.No superseded survey control is available for this station.
 TU0014
 TU0014_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA174934(NAD 83)
 TU0014_MARKER: DB = BENCH MARK DISK
 TU0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0014_SP_SET: CONCRETE BASE
 TU0014_STAMPING: SOUTH TELEMETRY BORESIGHT TOWER 1964
 TU0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0014
 TU0014  HISTORY     - Date     Condition        Report By
 TU0014  HISTORY     - 1964     MONUMENTED       CGS
 TU0014
 TU0014                          STATION DESCRIPTION
 TU0014
 TU0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU0014'1.7 MI S FROM PMR S PT TRACKING FACILITY.
 TU0014'1.1 MILES SOUTH ALONG A NARROW ASPHALT ROAD FROM THE SOUTH POINT
 TU0014'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, THENCE 0.4 MILE WEST
 TU0014'AND SOUTH ALONG THE RIGHT FORK, THENCE 0.15 MILE SOUTH ALONG A TRACK
 TU0014'ROAD, THENCE ABOUT 150 FEET WEST THROUGH AN OPENING IN A ROCK WALL,
 TU0014'THENCE 0.1 MILE NORTH ALONG A TRACK ROAD, 102 FEET SOUTHWEST OF A ROCK
 TU0014'WALL, 100 FEET EAST OF AN OLD AND NARROW ASPHALT ROAD, 72 FEET NORTH
 TU0014'OF THE NORTH CORNER OF AN OLD CONCRETE FOUNDATION AND CEMENTED IN A
 TU0014'DRILL HOLE IN THE CENTER OF THE CONCRETE BASE OF A 4-LEGGED PORTABLE
 TU0014'STEEL TOWER THAT IS ABOUT 100 FEET HIGH.  A MEASUREMENT WAS MADE TO
 TU0014'THE CENTER OF AN OPTICAL TARGET AT THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2071 ***********************************************************************
 TU2071  DESIGNATION -  SOUTH TELEMETRY BORESIGHT TWR
 TU2071  PID         -  TU2071
 TU2071  STATE/COUNTY-  HI/HAWAII
 TU2071  USGS QUAD   -  KA LAE (1982)
 TU2071
 TU2071                         *CURRENT SURVEY CONTROL
 TU2071  ___________________________________________________________________
 TU2071* NAD 83(1993)-  18 54 49.89596(N)    155 40 54.71781(W)     ADJUSTED  
 TU2071* LOCAL TIDAL -        12.773  (meters)      41.91   (feet)  ADJ UNCH  
 TU2071  ___________________________________________________________________
 TU2071  EPOCH DATE  -        1993.62
 TU2071  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 TU2071  GEOID HEIGHT-          14.21  (meters)                     GEOID03
 TU2071
 TU2071  HORZ ORDER  -  SECOND
 TU2071  VERT ORDER  -  ?
 TU2071
 TU2071.The horizontal coordinates were established by classical geodetic methods
 TU2071.and adjusted by the National Geodetic Survey in December 1998..
 TU2071.The horizontal coordinates are valid at the epoch date displayed above.
 TU2071.The epoch date for horizontal control is a decimal equivalence
 TU2071.of Year/Month/Day.
 TU2071
 TU2071.The orthometric height was key entered from printed documents
 TU2071.and not key verified.
 TU2071
 TU2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2071
 TU2071.The geoid height was determined by GEOID03.
 TU2071
 TU2071;                    North         East     Units Scale Factor Converg.
 TU2071;SPC HI 1     -     8,923.100   480,841.738   MT  0.99997120   -0 03 32.2
 TU2071;UTM  05      - 2,093,440.456   217,506.922   MT  1.00058662   -0 52 11.6
 TU2071
 TU2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2071!SPC HI 1     -   0.99999576  x   0.99997120  =   0.99996696
 TU2071!UTM  05      -   0.99999576  x   1.00058662  =   1.00058238
 TU2071
 TU2071                          SUPERSEDED SURVEY CONTROL
 TU2071
 TU2071  NAD 83(1986)-  18 54 49.88105(N)    155 40 54.77167(W) AD(       ) 2
 TU2071  OLD HI      -  18 55 00.66600(N)    155 41 04.79300(W) AD(       ) 2
 TU2071
 TU2071.Superseded values are not recommended for survey control.
 TU2071.NGS no longer adjusts projects to the OLD HI datum.
 TU2071.See file dsdata.txt to determine how the superseded data were derived.
 TU2071
 TU2071_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1750793440(NAD 83)
 TU2071_MARKER: Z = SEE DESCRIPTION
 TU2071_SETTING: 0 = UNSPECIFIED SETTING
 TU2071
 TU2071  HISTORY     - Date     Condition        Report By
 TU2071  HISTORY     - 1964     MONUMENTED       CGS
 TU2071
 TU2071                          STATION DESCRIPTION
 TU2071
 TU2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2071'THE STATION IS A PLAIN BRASS DISK, STAMPED SOUTH TELEMETRY BORESIGHT
 TU2071'TOWER 1964, CEMENTED IN A DRILL HOLE IN THE CENTER OF THE CONCRETE
 TU2071'BASE OF A 100-FOOT, PORTABLE, 4-LEGGED STEEL TOWER LOCATED AT AN
 TU2071'OLD COAST GUARD STATION ABOUT 1.7 MILES SOUTH OF THE SOUTH POINT
 TU2071'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE.  IT IS 102 FEET
 TU2071'SOUTHWEST OF A ROCK WALL, 100 FEET EAST OF AN OLD AND NARROW
 TU2071'ASPHALT ROAD AND 72 FEET NORTH OF THE NORTH CORNER OF AN OLD
 TU2071'CONCRETE FOUNDATION.  A TRAVERSE CONNECTION WAS MADE FROM
 TU2071'TRIANGULATION STATION KA LAE 2 1948, DISTANCE BEING 126.789
 TU2071'METERS OR (415.974 FEET) NORTH OF STATION KA LAE 2 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3479 ***********************************************************************
 TU3479  DESIGNATION -  SOUTHWEST POINT LIGHTHOUSE
 TU3479  PID         -  TU3479
 TU3479  STATE/COUNTY-  HI/MAUI
 TU3479  USGS QUAD   -  ILIO POINT (1993)
 TU3479
 TU3479                         *CURRENT SURVEY CONTROL
 TU3479  ___________________________________________________________________
 TU3479* NAD 83(1993)-  21 06 05.35692(N)    157 18 35.78100(W)     ADJUSTED  
 TU3479* LOCAL TIDAL -                                                        
 TU3479  ___________________________________________________________________
 TU3479  EPOCH DATE  -        1993.62
 TU3479  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 TU3479  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU3479
 TU3479  HORZ ORDER  -  THIRD
 TU3479
 TU3479.The horizontal coordinates were established by classical geodetic methods
 TU3479.and adjusted by the National Geodetic Survey in December 1998..
 TU3479.The horizontal coordinates are valid at the epoch date displayed above.
 TU3479.The epoch date for horizontal control is a decimal equivalence
 TU3479.of Year/Month/Day.
 TU3479
 TU3479
 TU3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3479
 TU3479.The geoid height was determined by GEOID03.
 TU3479
 TU3479;                    North         East     Units Scale Factor Converg.
 TU3479;SPC HI 2     -    85,177.253   433,165.195   MT  1.00002185   -0 13 53.8
 TU3479;UTM  04      - 2,334,311.965   675,545.998   MT  0.99998083   +0 36 31.0
 TU3479
 TU3479                          SUPERSEDED SURVEY CONTROL
 TU3479
 TU3479  NAD 83(1986)-  21 06 05.31539(N)    157 18 35.73723(W) AD(       ) 4
 TU3479  OLD HI      -  21 06 16.71000(N)    157 18 46.00000(W) AD(       ) 3
 TU3479
 TU3479.Superseded values are not recommended for survey control.
 TU3479.NGS no longer adjusts projects to the OLD HI datum.
 TU3479.See file dsdata.txt to determine how the superseded data were derived.
 TU3479
 TU3479_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7554634312(NAD 83)
 TU3479
 TU3479  HISTORY     - Date     Condition        Report By
 TU3479  HISTORY     - UNK      MONUMENTED
 TU3479  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU3479  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3479
 TU3479                          STATION DESCRIPTION
 TU3479
 TU3479'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU3479'FOUNDATION WALLS WERE STILL THERE.  INSIDE WALLS, HOLE IS ABOUT
 TU3479'10 FT DEEP.
 TU3479
 TU3479                          STATION RECOVERY (1962)
 TU3479
 TU3479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3479'STATION IS DESTROYED.  THE STATION WAS DESTROYED WHEN A NEW
 TU3479'AUTOMATIC LIGHT WAS LOCATED ABOUT 0.4 MILE SOUTH SOUTHWEST.  SEE
 TU3479'MOLOKAI, U.S.G.S., LAAU POINT LIGHT, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1910 ***********************************************************************
 TU1910  DESIGNATION -  SPALD
 TU1910  PID         -  TU1910
 TU1910  STATE/COUNTY-  HI/KAUAI
 TU1910  USGS QUAD   -  ANAHOLA (1996)
 TU1910
 TU1910                         *CURRENT SURVEY CONTROL
 TU1910  ___________________________________________________________________
 TU1910* NAD 83(1993)-  22 07 12.46781(N)    159 17 40.26740(W)     ADJUSTED  
 TU1910* LOCAL TIDAL -                                                        
 TU1910  ___________________________________________________________________
 TU1910  EPOCH DATE  -        1993.62
 TU1910  LAPLACE CORR-         -15.72  (seconds)                    DEFLEC99
 TU1910  GEOID HEIGHT-          14.62  (meters)                     GEOID03
 TU1910
 TU1910  HORZ ORDER  -  THIRD
 TU1910
 TU1910.The horizontal coordinates were established by classical geodetic methods
 TU1910.and adjusted by the National Geodetic Survey in December 1998..
 TU1910.The horizontal coordinates are valid at the epoch date displayed above.
 TU1910.The epoch date for horizontal control is a decimal equivalence
 TU1910.of Year/Month/Day.
 TU1910
 TU1910
 TU1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1910
 TU1910.The geoid height was determined by GEOID03.
 TU1910
 TU1910;                    North         East     Units Scale Factor Converg.
 TU1910;SPC HI 4     -    31,770.975   521,200.342   MT  0.99999555   +0 04 38.5
 TU1910;UTM  04      - 2,446,153.153   469,625.103   MT  0.99961140   -0 06 39.2
 TU1910
 TU1910                          SUPERSEDED SURVEY CONTROL
 TU1910
 TU1910  NAD 83(1986)-  22 07 12.43506(N)    159 17 40.32773(W) AD(       ) 4
 TU1910  OLD HI      -  22 07 23.79000(N)    159 17 50.41000(W) AD(       ) 3
 TU1910
 TU1910.Superseded values are not recommended for survey control.
 TU1910.NGS no longer adjusts projects to the OLD HI datum.
 TU1910.See file dsdata.txt to determine how the superseded data were derived.
 TU1910
 TU1910_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6962546153(NAD 83)
 TU1910
 TU1910  HISTORY     - Date     Condition        Report By
 TU1910  HISTORY     - UNK      MONUMENTED
 TU1910  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1910
 TU1910                          STATION DESCRIPTION
 TU1910
 TU1910'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1910'THE POINT OF LAND ON WHICH IT WAS LOCATED WAS IDENTIFIED AND
 TU1910'A SEARCH WAS MADE BUT NO MARK OF ANY KIND COULD BE FOUND.  THE
 TU1910'VIEW TO SURROUNDING TRIANGULATION STATIONS IS BLOCKED BY TREES
 TU1910'SO THE EXACT POINT COULD NOT BE DETERMINED BY ANGLE.  STATION
 TU1910'IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2381 ***********************************************************************
 TU2381  DESIGNATION -  SPIT
 TU2381  PID         -  TU2381
 TU2381  STATE/COUNTY-  HI/HAWAII
 TU2381  USGS QUAD   -  KILAUEA CRATER (1981)
 TU2381
 TU2381                         *CURRENT SURVEY CONTROL
 TU2381  ___________________________________________________________________
 TU2381* NAD 83(1993)-  19 23 54.59820(N)    155 16 52.41933(W)     ADJUSTED  
 TU2381* LOCAL TIDAL -      1111.73   (meters)    3647.4    (feet)  LEVELING  
 TU2381  ___________________________________________________________________
 TU2381  EPOCH DATE  -        1993.62
 TU2381  LAPLACE CORR-         -12.96  (seconds)                    DEFLEC99
 TU2381  GEOID HEIGHT-          22.52  (meters)                     GEOID03
 TU2381
 TU2381  HORZ ORDER  -  THIRD
 TU2381  VERT ORDER  -  THIRD
 TU2381
 TU2381.The horizontal coordinates were established by classical geodetic methods
 TU2381.and adjusted by the National Geodetic Survey in December 1998..
 TU2381.The horizontal coordinates are valid at the epoch date displayed above.
 TU2381.The epoch date for horizontal control is a decimal equivalence
 TU2381.of Year/Month/Day.
 TU2381
 TU2381.The orthometric height was determined by differential leveling.
 TU2381.The vertical network tie was performed by a horz. field party for horz.
 TU2381.obs reductions. Reset procedures were used to establish the elevation.
 TU2381
 TU2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2381
 TU2381.The geoid height was determined by GEOID03.
 TU2381
 TU2381;                    North         East     Units Scale Factor Converg.
 TU2381;SPC HI 1     -    62,572.688   522,978.875   MT  0.99997319   +0 04 21.6
 TU2381;UTM  05      - 2,146,506.130   260,428.708   MT  1.00030950   -0 45 28.9
 TU2381
 TU2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2381!SPC HI 1     -   0.99982173  x   0.99997319  =   0.99979492
 TU2381!UTM  05      -   0.99982173  x   1.00030950  =   1.00013117
 TU2381
 TU2381:                Primary Azimuth Mark                     Grid Az
 TU2381:SPC HI 1     -  SAND HILL 1920                           240 07 11.4
 TU2381:UTM  05      -  SAND HILL 1920                           240 57 01.9
 TU2381
 TU2381|---------------------------------------------------------------------|
 TU2381| PID    Reference Object                     Distance      Geod. Az  |
 TU2381|                                                           dddmmss.s |
 TU2381| TU2385 SAND HILL 1920                      APPROX. 1.2 KM 2401133.0 |
 TU2381|---------------------------------------------------------------------|
 TU2381
 TU2381                          SUPERSEDED SURVEY CONTROL
 TU2381
 TU2381  NAD 83(1986)-  19 23 54.57322(N)    155 16 52.47271(W) AD(       ) 3
 TU2381  OLD HI      -  19 24 06.44700(N)    155 17 02.46200(W) AD(       ) 3
 TU2381
 TU2381.Superseded values are not recommended for survey control.
 TU2381.NGS no longer adjusts projects to the OLD HI datum.
 TU2381.See file dsdata.txt to determine how the superseded data were derived.
 TU2381
 TU2381_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6042946506(NAD 83)
 TU2381_MARKER: DD = SURVEY DISK
 TU2381_SETTING: 80 = SET IN A BOULDER
 TU2381_SP_SET: BOULDER
 TU2381_STAMPING: SPIT
 TU2381_MARK LOGO: USGS  
 TU2381_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU2381+STABILITY: SURFACE MOTION
 TU2381
 TU2381  HISTORY     - Date     Condition        Report By
 TU2381  HISTORY     - 1920     MONUMENTED       USGS
 TU2381  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2381  HISTORY     - 19800410 GOOD             USGS
 TU2381
 TU2381                          STATION DESCRIPTION
 TU2381
 TU2381'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 TU2381'IN SOUTHEASTERN HAWAII, ABOUT 300 FEET FROM THE WEST END OF THE
 TU2381'POINT OF VOLCANIC SAND RUNNING OUT INTO KILAUEA CRATER, AND
 TU2381'ABOUT 800 FEET SOUTHWEST OF THE ROAD RUNNING TO HALEMAUMAU,
 TU2381'WHICH FOLLOWS OUT ON THIS POINT OF SAND.  IT IS ABOUT 1/2 MILE
 TU2381'SOUTH OF HALEMAUMAU.  MARK, A BRONZE TABLET CEMENTED IN TOP OF
 TU2381'LARGE BOWLDER.
 TU2381
 TU2381                          STATION RECOVERY (1967)
 TU2381
 TU2381'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2381'STATION MARK WAS RECOVERED IN GOOD CONDITION.  LOCATED IN THE
 TU2381'HAWAII VOLCANOES NATIONAL PARK, ABOUT 3 MILES SOUTH-SOUTHWEST
 TU2381'OF THE PARK HEADQUARTERS BUILDING AND 0.2 MILE SOUTH OF THE
 TU2381'LARGE PARKING AREA AT THE OBSERVATION PLATFORM AT THE SOUTH
 TU2381'SIDE OF HALEMAUMAU CRATER, NEAR THE WEST END OF A BROWN, SANDY
 TU2381'AREA THAT HAS BEEN LEVELED OFF BY GRADER.
 TU2381'
 TU2381'TO REACH STATION FROM THE PARK HEADQUARTERS BUILDING, GO WEST
 TU2381'ON CRATER RIM ROAD FOR 5.5 MILES TO EAST END OF THE LARGE
 TU2381'PARKING AREA AT OBSERVATION POINT.  CONTINUE EAST ON THE ROAD
 TU2381'FOR 0.15 MILE TO TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST
 TU2381'ALONG GRADED STRIP FOR 0.2 MILE TO STATION.
 TU2381'
 TU2381'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED SPIT,
 TU2381'CEMENTED IN A DRILL HOLE IN THE TOP OF A 30 X 40-INCH, GREY
 TU2381'BOULDER THAT PROJECTS 16 INCHES.  IT IS 100 YARDS EAST FROM WEST
 TU2381'END OF POINT AND 4 FEET SOUTHEAST OF A CAIRN.
 TU2381
 TU2381                          STATION RECOVERY (1980)
 TU2381
 TU2381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 TU2381'0.3 MI (0.5 KM) S OF HALEMAUMAU CRATER, 0.2 MI (0.3 KM) S OF JUNCTION
 TU2381'OF CRATER RIM DRIVE AND HALEMAUMAU TRAIL, 600 FT (182.9 M) E OF
 TU2381'HALEMAUMAU TRAIL, ON LOW VOLCANIC SAND RIDGE, IN A LARGE BOULDER,
 TU2381'STANDARD BRONZE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3003 ***********************************************************************
 TU3003  DESIGNATION -  SPRECKLESVILLE STACK
 TU3003  PID         -  TU3003
 TU3003  STATE/COUNTY-  HI/MAUI
 TU3003  USGS QUAD   -  PAIA (1997)
 TU3003
 TU3003                         *CURRENT SURVEY CONTROL
 TU3003  ___________________________________________________________________
 TU3003* NAD 83(1993)-  20 54 04.95146(N)    156 24 55.58090(W)     ADJUSTED  
 TU3003* LOCAL TIDAL -                                                        
 TU3003  ___________________________________________________________________
 TU3003  EPOCH DATE  -        1993.62
 TU3003  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 TU3003  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU3003
 TU3003  HORZ ORDER  -  THIRD
 TU3003
 TU3003.The horizontal coordinates were established by classical geodetic methods
 TU3003.and adjusted by the National Geodetic Survey in December 1998..
 TU3003.The horizontal coordinates are valid at the epoch date displayed above.
 TU3003.The epoch date for horizontal control is a decimal equivalence
 TU3003.of Year/Month/Day.
 TU3003
 TU3003
 TU3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3003
 TU3003.The geoid height was determined by GEOID03.
 TU3003
 TU3003;                    North         East     Units Scale Factor Converg.
 TU3003;SPC HI 2     -    62,907.477   526,136.538   MT  0.99997511   +0 05 22.7
 TU3003;UTM  04      - 2,313,397.027   768,854.831   MT  1.00049337   +0 55 21.4
 TU3003
 TU3003                          SUPERSEDED SURVEY CONTROL
 TU3003
 TU3003  NAD 83(1986)-  20 54 04.91047(N)    156 24 55.57001(W) AD(       ) 4
 TU3003  OLD HI      -  20 54 16.46600(N)    156 25 05.72100(W) AD(       ) 3
 TU3003
 TU3003.Superseded values are not recommended for survey control.
 TU3003.NGS no longer adjusts projects to the OLD HI datum.
 TU3003.See file dsdata.txt to determine how the superseded data were derived.
 TU3003
 TU3003_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6885513397(NAD 83)
 TU3003
 TU3003  HISTORY     - Date     Condition        Report By
 TU3003  HISTORY     - 1929     MONUMENTED       CGS
 TU3003  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3003
 TU3003                          STATION DESCRIPTION
 TU3003
 TU3003'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3003'BLACK CIRCULAR METAL SMOKE STACK 150 FEET IN HEIGHT, OF PUMP 1,
 TU3003'AT SPRECKELSVILLE.
 TU3003
 TU3003                          STATION RECOVERY (1960)
 TU3003
 TU3003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3003'THERE IS NO STACK AT THE PUMP STATION NEAR SPRECKLESVILLE.  THE
 TU3003'PLANT HAS BEEN DISMANTLED AND THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2042 ***********************************************************************
 TU2042  DESIGNATION -  SPS 10 RADAR
 TU2042  PID         -  TU2042
 TU2042  STATE/COUNTY-  HI/KAUAI
 TU2042  USGS QUAD   -  KEKAHA (1983)
 TU2042
 TU2042                         *CURRENT SURVEY CONTROL
 TU2042  ___________________________________________________________________
 TU2042* NAD 83(1993)-  22 01 32.71708(N)    159 46 56.56000(W)     ADJUSTED  
 TU2042* LOCAL TIDAL -                                                        
 TU2042  ___________________________________________________________________
 TU2042  EPOCH DATE  -        1993.62
 TU2042  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 TU2042  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU2042
 TU2042  HORZ ORDER  -  THIRD
 TU2042
 TU2042.The horizontal coordinates were established by classical geodetic methods
 TU2042.and adjusted by the National Geodetic Survey in December 1998..
 TU2042.The horizontal coordinates are valid at the epoch date displayed above.
 TU2042.The epoch date for horizontal control is a decimal equivalence
 TU2042.of Year/Month/Day.
 TU2042
 TU2042
 TU2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2042
 TU2042.The geoid height was determined by GEOID03.
 TU2042
 TU2042;                    North         East     Units Scale Factor Converg.
 TU2042;SPC HI 4     -    21,333.422   470,846.538   MT  1.00000050   -0 06 21.2
 TU2042;UTM  04      - 2,435,884.406   419,255.079   MT  0.99968055   -0 17 36.3
 TU2042
 TU2042                          SUPERSEDED SURVEY CONTROL
 TU2042
 TU2042  NAD 83(1986)-  22 01 32.68217(N)    159 46 56.58582(W) AD(       ) 4
 TU2042  OLD HI      -  22 01 43.95797(N)    159 47 06.62985(W) AD(       ) 3
 TU2042
 TU2042.Superseded values are not recommended for survey control.
 TU2042.NGS no longer adjusts projects to the OLD HI datum.
 TU2042.See file dsdata.txt to determine how the superseded data were derived.
 TU2042
 TU2042_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1925535884(NAD 83)
 TU2042
 TU2042  HISTORY     - Date     Condition        Report By
 TU2042  HISTORY     - 1968     MONUMENTED       CGS
 TU2042  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2042
 TU2042                          STATION DESCRIPTION
 TU2042
 TU2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU2042'THE STATION IS LOCATED AT THE SOUTH SIDE OF THE ADMINISTRATION
 TU2042'BUILDING AT THE BARKING SANDS PACIFIC MISSILE RANGE FACILITY.  IT
 TU2042'IS A CURVED RADAR SCREEN OF METAL MESH, MOUNTED ATOP A 3-LEGGED
 TU2042'STEEL TOWER THAT IS ABOUT 60 FEET IN HEIGHT.  POINT OBSERVED WAS
 TU2042'THE CENTER OF ROTATION OF THE RADAR SCREEN.
 TU2042
 TU2042                          STATION RECOVERY (1983)
 TU2042
 TU2042'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2042'STATION DESTROYED.  RADAR NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2587 ***********************************************************************
 TU2587  DESIGNATION -  SQUARE
 TU2587  PID         -  TU2587
 TU2587  STATE/COUNTY-  HI/HAWAII
 TU2587  USGS QUAD   -  KAILUA (1996)
 TU2587
 TU2587                         *CURRENT SURVEY CONTROL
 TU2587  ___________________________________________________________________
 TU2587* NAD 83(1993)-  19 37 59.71725(N)    155 56 52.95609(W)     ADJUSTED  
 TU2587* LOCAL TIDAL -                                                        
 TU2587  ___________________________________________________________________
 TU2587  EPOCH DATE  -        1993.62
 TU2587  LAPLACE CORR-          23.97  (seconds)                    DEFLEC99
 TU2587  GEOID HEIGHT-          20.56  (meters)                     GEOID03
 TU2587
 TU2587  HORZ ORDER  -  THIRD
 TU2587
 TU2587.The horizontal coordinates were established by classical geodetic methods
 TU2587.and adjusted by the National Geodetic Survey in December 1998..
 TU2587.The horizontal coordinates are valid at the epoch date displayed above.
 TU2587.The epoch date for horizontal control is a decimal equivalence
 TU2587.of Year/Month/Day.
 TU2587
 TU2587
 TU2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2587
 TU2587.The geoid height was determined by GEOID03.
 TU2587
 TU2587;                    North         East     Units Scale Factor Converg.
 TU2587;SPC HI 1     -    88,606.001   453,007.132   MT  0.99999395   -0 09 02.0
 TU2587;UTM  05      - 2,173,572.478   190,805.006   MT  1.00078186   -0 59 28.8
 TU2587;UTM  04      - 2,173,764.532   820,101.469   MT  1.00086673   +1 01 34.8
 TU2587
 TU2587                          SUPERSEDED SURVEY CONTROL
 TU2587
 TU2587  NAD 83(1986)-  19 37 59.71452(N)    155 56 52.98641(W) AD(       ) 4
 TU2587  OLD HI      -  19 38 10.62300(N)    155 57 03.01400(W) AD(       ) 3
 TU2587
 TU2587.Superseded values are not recommended for survey control.
 TU2587.NGS no longer adjusts projects to the OLD HI datum.
 TU2587.See file dsdata.txt to determine how the superseded data were derived.
 TU2587
 TU2587_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9080573572(NAD 83)
 TU2587
 TU2587  HISTORY     - Date     Condition        Report By
 TU2587  HISTORY     - 1928     MONUMENTED       CGS
 TU2587  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2587
 TU2587                          STATION DESCRIPTION
 TU2587
 TU2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2587'ON WEST COAST OF HAWAII ISLAND, IN KONA DISTRICT, WEST OF
 TU2587'KAILUA BAY.  SITUATED CLOSE TO THE MAIN GOVERNMENT ROAD, STATION
 TU2587'IS GABLE AT SOUTH END OF SHED OR COVERING FOR WATER TANKS, WHICH
 TU2587'APPEARS AS A LONG WOODEN BARNLIKE STRUCTURE.
 TU2587
 TU2587                          STATION RECOVERY (1967)
 TU2587
 TU2587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2587'STATION WAS RECOVERED.  LOCATED 3 MILES EAST OF KAILUA AND 1 MILE
 TU2587'NORTH OF HOLUALOA, ON HILLSIDE ON EAST SIDE OF STATE HIGHWAY 18,
 TU2587'AT EAST SIDE OF TWO LARGE, GREEN, WATER TANKS, AND ACROSS
 TU2587'HIGHWAY FROM TRIANGULATION STATION WAIAHA 1948.
 TU2587'
 TU2587'STATION IS THE GABLE AT SOUTH END OF A VERY LARGE, WEATHERED
 TU2587'WOODEN BUILDING WITH A RUSTED, CORRUGATED IRON ROOF, THAT HOUSES
 TU2587'SOME WATER TANKS (NO LONGER USED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1669 ***********************************************************************
 TU1669  DESIGNATION -  ST MON 1969
 TU1669  PID         -  TU1669
 TU1669  STATE/COUNTY-  HI/HONOLULU
 TU1669  USGS QUAD   -  EWA (1983)
 TU1669
 TU1669                         *CURRENT SURVEY CONTROL
 TU1669  ___________________________________________________________________
 TU1669* NAD 83(1993)-  21 18 48.50938(N)    158 05 57.81631(W)     ADJUSTED  
 TU1669* LOCAL TIDAL -         4.     (meters)      13.     (feet)  VERT ANG  
 TU1669  ___________________________________________________________________
 TU1669  EPOCH DATE  -        1993.62
 TU1669  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 TU1669  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU1669
 TU1669  HORZ ORDER  -  SECOND
 TU1669
 TU1669.The horizontal coordinates were established by classical geodetic methods
 TU1669.and adjusted by the National Geodetic Survey in December 1998..
 TU1669.The horizontal coordinates are valid at the epoch date displayed above.
 TU1669.The epoch date for horizontal control is a decimal equivalence
 TU1669.of Year/Month/Day.
 TU1669
 TU1669.The orthometric height was determined by vertical angle observations.
 TU1669.No vertical observational check was made to the station.
 TU1669
 TU1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1669
 TU1669.The geoid height was determined by GEOID03.
 TU1669
 TU1669;                    North         East     Units Scale Factor Converg.
 TU1669;SPC HI 3     -    16,257.712   489,687.856   MT  0.99999131   -0 02 10.1
 TU1669;UTM  04      - 2,357,108.235   593,405.000   MT  0.99970781   +0 19 38.5
 TU1669
 TU1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1669!SPC HI 3     -   0.99999700  x   0.99999131  =   0.99998831
 TU1669!UTM  04      -   0.99999700  x   0.99970781  =   0.99970481
 TU1669
 TU1669                          SUPERSEDED SURVEY CONTROL
 TU1669
 TU1669  NAD 83(1986)-  21 18 48.45747(N)    158 05 57.82739(W) AD(       ) 2
 TU1669  OLD HI      -  21 18 59.83109(N)    158 06 07.70929(W) AD(       ) 2
 TU1669
 TU1669.Superseded values are not recommended for survey control.
 TU1669.NGS no longer adjusts projects to the OLD HI datum.
 TU1669.See file dsdata.txt to determine how the superseded data were derived.
 TU1669
 TU1669_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9340557108(NAD 83)
 TU1669
 TU1669  HISTORY     - Date     Condition        Report By
 TU1669  HISTORY     - 1969     MONUMENTED       CGS
 TU1669
 TU1669                          STATION DESCRIPTION
 TU1669
 TU1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1669'SEE STATION PALAILAI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1404 ***********************************************************************
 TU1404  DESIGNATION -  STA G HONOLULU AHUA PT ATC TWR
 TU1404  PID         -  TU1404
 TU1404  STATE/COUNTY-  HI/HONOLULU
 TU1404  USGS QUAD   -  PEARL HARBOR (1983)
 TU1404
 TU1404                         *CURRENT SURVEY CONTROL
 TU1404  ___________________________________________________________________
 TU1404* NAD 83(1993)-  21 18 38.44015(N)    157 55 35.72534(W)     ADJUSTED  
 TU1404* LOCAL TIDAL -                                                        
 TU1404  ___________________________________________________________________
 TU1404  EPOCH DATE  -        1993.62
 TU1404  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 TU1404  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU1404
 TU1404  HORZ ORDER  -  THIRD
 TU1404
 TU1404.The horizontal coordinates were established by classical geodetic methods
 TU1404.and adjusted by the National Geodetic Survey in December 1998..
 TU1404.The horizontal coordinates are valid at the epoch date displayed above.
 TU1404.The epoch date for horizontal control is a decimal equivalence
 TU1404.of Year/Month/Day.
 TU1404
 TU1404
 TU1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1404
 TU1404.The geoid height was determined by GEOID03.
 TU1404
 TU1404;                    North         East     Units Scale Factor Converg.
 TU1404;SPC HI 3     -    15,946.549   507,616.448   MT  0.99999072   +0 01 36.0
 TU1404;UTM  04      - 2,356,910.866   611,330.534   MT  0.99975316   +0 23 24.5
 TU1404
 TU1404                          SUPERSEDED SURVEY CONTROL
 TU1404
 TU1404  NAD 83(1986)-  21 18 38.39091(N)    157 55 35.73451(W) AD(       ) 4
 TU1404  OLD HI      -  21 18 49.76600(N)    157 55 45.59900(W) AD(       ) 3
 TU1404
 TU1404.Superseded values are not recommended for survey control.
 TU1404.NGS no longer adjusts projects to the OLD HI datum.
 TU1404.See file dsdata.txt to determine how the superseded data were derived.
 TU1404
 TU1404_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1133156911(NAD 83)
 TU1404
 TU1404  HISTORY     - Date     Condition        Report By
 TU1404  HISTORY     - UNK      MONUMENTED
 TU1404  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1404
 TU1404                          STATION DESCRIPTION
 TU1404
 TU1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1404'STATION WAS RECOVERED.  IT WAS VERIFIED BY TAPING FROM STATION
 TU1404'G 1925.  LOCATED ON SOUTH COAST OF OAHU, ON AHUA POINT, AT WEST
 TU1404'END OF THE KEEHI SERVICEMENS BEACH.  A SHINGLED, WHITE BUILDING
 TU1404'20 FEET WIDE, 48 FEET LONG, 20 FEET HIGH, WITH A 12-FOOT-SQUARE
 TU1404'WHITE PLATFORM 35 FEET ABOVE GROUND, MOUNTED ON THE ROOF.  THERE
 TU1404'ARE 6 WHITE POSTS MOUNTED VERTICALLY ON THE PLATFORM AND TWIN,
 TU1404'RED, OBSTRUCTION LIGHTS MOUNTED ON THE NORTHEAST AND SOUTHWEST
 TU1404'CORNERS OF THE PLATFORM RAIL.  A SIGN ATC TRANSMITTER STATION
 TU1404'KEEHI BEACH, OAHU. CIVIL AERONAUTICS ADMINISTRATION, DEPT OF
 TU1404'COMMERCE IS MOUNTED OVER THE DOOR OF THE BUILDING.
 TU1404'
 TU1404'THE BUILDING IS ABANDONED AND SOME SUPERSTRUCTURE HAS BEEN
 TU1404'REMOVED FROM THE PLATFORM SO IT IS NOT KNOWN WHAT THE POINT OF
 TU1404'INTERSECTION WAS.
 TU1404'
 TU1404'NOTE--BECAUSE THIS IS AN ATC BUILDING IT IS BELIEVED THAT THE
 TU1404'NAME OF THE STATION WAS MEANT TO BE ATC TOWER, AND WAS MISTAKENLY
 TU1404'NAMED ATG TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3008 ***********************************************************************
 TU3008  DESIGNATION -  STACK A
 TU3008  PID         -  TU3008
 TU3008  STATE/COUNTY-  HI/MAUI
 TU3008  USGS QUAD   -  PAIA (1997)
 TU3008
 TU3008                         *CURRENT SURVEY CONTROL
 TU3008  ___________________________________________________________________
 TU3008* NAD 83(1993)-  20 53 15.47962(N)    156 26 53.60665(W)     ADJUSTED  
 TU3008* LOCAL TIDAL -                                                        
 TU3008  ___________________________________________________________________
 TU3008  EPOCH DATE  -        1993.62
 TU3008  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 TU3008  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU3008
 TU3008  HORZ ORDER  -  THIRD
 TU3008
 TU3008.The horizontal coordinates were established by classical geodetic methods
 TU3008.and adjusted by the National Geodetic Survey in December 1998..
 TU3008.The horizontal coordinates are valid at the epoch date displayed above.
 TU3008.The epoch date for horizontal control is a decimal equivalence
 TU3008.of Year/Month/Day.
 TU3008
 TU3008
 TU3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3008
 TU3008.The geoid height was determined by GEOID03.
 TU3008
 TU3008;                    North         East     Units Scale Factor Converg.
 TU3008;SPC HI 2     -    61,381.057   522,727.803   MT  0.99997305   +0 04 40.4
 TU3008;UTM  04      - 2,311,820.429   765,466.919   MT  1.00047100   +0 54 37.2
 TU3008
 TU3008                          SUPERSEDED SURVEY CONTROL
 TU3008
 TU3008  NAD 83(1986)-  20 53 15.43974(N)    156 26 53.59391(W) AD(       ) 4
 TU3008  OLD HI      -  20 53 26.94400(N)    156 27 03.76800(W) AD(       ) 3
 TU3008
 TU3008.Superseded values are not recommended for survey control.
 TU3008.NGS no longer adjusts projects to the OLD HI datum.
 TU3008.See file dsdata.txt to determine how the superseded data were derived.
 TU3008
 TU3008_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6546711820(NAD 83)
 TU3008
 TU3008  HISTORY     - Date     Condition        Report By
 TU3008  HISTORY     - UNK      MONUMENTED
 TU3008  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3008
 TU3008                          STATION DESCRIPTION
 TU3008
 TU3008'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3008'THIS STACK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3005 ***********************************************************************
 TU3005  DESIGNATION -  STACK F
 TU3005  PID         -  TU3005
 TU3005  STATE/COUNTY-  HI/MAUI
 TU3005  USGS QUAD   -  PAIA (1997)
 TU3005
 TU3005                         *CURRENT SURVEY CONTROL
 TU3005  ___________________________________________________________________
 TU3005* NAD 83(1993)-  20 53 07.21621(N)    156 26 09.45723(W)     ADJUSTED  
 TU3005* LOCAL TIDAL -                                                        
 TU3005  ___________________________________________________________________
 TU3005  EPOCH DATE  -        1993.62
 TU3005  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 TU3005  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU3005
 TU3005  HORZ ORDER  -  THIRD
 TU3005
 TU3005.The horizontal coordinates were established by classical geodetic methods
 TU3005.and adjusted by the National Geodetic Survey in December 1998..
 TU3005.The horizontal coordinates are valid at the epoch date displayed above.
 TU3005.The epoch date for horizontal control is a decimal equivalence
 TU3005.of Year/Month/Day.
 TU3005
 TU3005
 TU3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3005
 TU3005.The geoid height was determined by GEOID03.
 TU3005
 TU3005;                    North         East     Units Scale Factor Converg.
 TU3005;SPC HI 2     -    61,128.712   524,004.149   MT  0.99997378   +0 04 56.1
 TU3005;UTM  04      - 2,311,586.535   766,747.439   MT  1.00047942   +0 54 52.6
 TU3005
 TU3005                          SUPERSEDED SURVEY CONTROL
 TU3005
 TU3005  NAD 83(1986)-  20 53 07.17636(N)    156 26 09.44505(W) AD(       ) 4
 TU3005  OLD HI      -  20 53 18.68300(N)    156 26 19.61700(W) AD(       ) 3
 TU3005
 TU3005.Superseded values are not recommended for survey control.
 TU3005.NGS no longer adjusts projects to the OLD HI datum.
 TU3005.See file dsdata.txt to determine how the superseded data were derived.
 TU3005
 TU3005_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6674711587(NAD 83)
 TU3005
 TU3005  HISTORY     - Date     Condition        Report By
 TU3005  HISTORY     - UNK      MONUMENTED
 TU3005  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3005
 TU3005                          STATION DESCRIPTION
 TU3005
 TU3005'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3005'THIS STACK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3007 ***********************************************************************
 TU3007  DESIGNATION -  STACK LEANING
 TU3007  PID         -  TU3007
 TU3007  STATE/COUNTY-  HI/MAUI
 TU3007  USGS QUAD   -  PAIA (1997)
 TU3007
 TU3007                         *CURRENT SURVEY CONTROL
 TU3007  ___________________________________________________________________
 TU3007* NAD 83(1993)-  20 52 42.84541(N)    156 26 48.36523(W)     ADJUSTED  
 TU3007* LOCAL TIDAL -                                                        
 TU3007  ___________________________________________________________________
 TU3007  EPOCH DATE  -        1993.62
 TU3007  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 TU3007  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3007
 TU3007  HORZ ORDER  -  THIRD
 TU3007
 TU3007.The horizontal coordinates were established by classical geodetic methods
 TU3007.and adjusted by the National Geodetic Survey in December 1998..
 TU3007.The horizontal coordinates are valid at the epoch date displayed above.
 TU3007.The epoch date for horizontal control is a decimal equivalence
 TU3007.of Year/Month/Day.
 TU3007
 TU3007
 TU3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3007
 TU3007.The geoid height was determined by GEOID03.
 TU3007
 TU3007;                    North         East     Units Scale Factor Converg.
 TU3007;SPC HI 2     -    60,377.649   522,880.660   MT  0.99997313   +0 04 42.1
 TU3007;UTM  04      - 2,310,818.848   765,634.419   MT  1.00047210   +0 54 37.7
 TU3007
 TU3007                          SUPERSEDED SURVEY CONTROL
 TU3007
 TU3007  NAD 83(1986)-  20 52 42.80595(N)    156 26 48.35266(W) AD(       ) 4
 TU3007  OLD HI      -  20 52 54.30700(N)    156 26 58.52500(W) AD(       ) 3
 TU3007
 TU3007.Superseded values are not recommended for survey control.
 TU3007.NGS no longer adjusts projects to the OLD HI datum.
 TU3007.See file dsdata.txt to determine how the superseded data were derived.
 TU3007
 TU3007_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6563410819(NAD 83)
 TU3007
 TU3007  HISTORY     - Date     Condition        Report By
 TU3007  HISTORY     - UNK      MONUMENTED
 TU3007  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3007
 TU3007                          STATION DESCRIPTION
 TU3007
 TU3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3007'THIS STACK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1970 ***********************************************************************
 TU1970  DESIGNATION -  STAFF
 TU1970  PID         -  TU1970
 TU1970  STATE/COUNTY-  HI/KAUAI
 TU1970  USGS QUAD   -  HANALEI (1996)
 TU1970
 TU1970                         *CURRENT SURVEY CONTROL
 TU1970  ___________________________________________________________________
 TU1970* NAD 83(1993)-  22 12 35.19239(N)    159 29 45.29511(W)     ADJUSTED  
 TU1970* LOCAL TIDAL -                                                        
 TU1970  ___________________________________________________________________
 TU1970  EPOCH DATE  -        1993.62
 TU1970  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 TU1970  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU1970
 TU1970  HORZ ORDER  -  THIRD
 TU1970
 TU1970.The horizontal coordinates were established by classical geodetic methods
 TU1970.and adjusted by the National Geodetic Survey in December 1998..
 TU1970.The horizontal coordinates are valid at the epoch date displayed above.
 TU1970.The epoch date for horizontal control is a decimal equivalence
 TU1970.of Year/Month/Day.
 TU1970
 TU1970
 TU1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1970
 TU1970.The geoid height was determined by GEOID03.
 TU1970
 TU1970;                    North         East     Units Scale Factor Converg.
 TU1970;SPC HI 4     -    41,683.261   500,421.167   MT  0.99999000   +0 00 05.6
 TU1970;UTM  04      - 2,456,130.096   448,886.371   MT  0.99963228   -0 11 14.9
 TU1970
 TU1970                          SUPERSEDED SURVEY CONTROL
 TU1970
 TU1970  NAD 83(1986)-  22 12 35.14966(N)    159 29 45.34562(W) AD(       ) 4
 TU1970  OLD HI      -  22 12 46.50000(N)    159 29 55.43000(W) AD(       ) 3
 TU1970
 TU1970.Superseded values are not recommended for survey control.
 TU1970.NGS no longer adjusts projects to the OLD HI datum.
 TU1970.See file dsdata.txt to determine how the superseded data were derived.
 TU1970
 TU1970_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4888656130(NAD 83)
 TU1970
 TU1970  HISTORY     - Date     Condition        Report By
 TU1970  HISTORY     - 1927     MONUMENTED       CGS
 TU1970  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1970  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU1970
 TU1970                          STATION DESCRIPTION
 TU1970
 TU1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1970'ON THE NORTH COAST OF KAUAI, ON EAST SIDE OF HANALEI BAY, EAST OF
 TU1970'THE ROAD LEADING TO WHARF.  STATION IS LARGE WHITE FLAGPOLE ON
 TU1970'PROPERTY OF A.S. WILCOX.
 TU1970
 TU1970                          STATION RECOVERY (1965)
 TU1970
 TU1970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1970'STATION WAS RECOVERED.  LOCATED AT NORTH SIDE OF HANALEI
 TU1970'VILLAGE, ALONG EAST SIDE OF THE BEACH ROAD LEADING TO OLD HANALEI
 TU1970'PIER, ON LARGE LAWN IN FRONT OF OLD-FASHIONED, WHITE HOUSE.  THE
 TU1970'FLAGPOLE IS SUPPORTED BY A 6-FOOT DIAMETER, CONCRETE FOUNDATION
 TU1970'AND IS ABOUT 50 FEET HIGH, TERMINATING WITH A SMALL, FLAT-TOPPED
 TU1970'KNOB.  THE POLE WAS FORMERLY PAINTED WHITE BUT IS NOW QUITE
 TU1970'WEATHER-WORN.
 TU1970
 TU1970                          STATION RECOVERY (1983)
 TU1970
 TU1970'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1970'STATION DESTROYED.  WILLOX ESTATE HOME STILL THERE BUT FLAGPOLE
 TU1970'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2195 ***********************************************************************
 TU2195  DESIGNATION -  STAKE 88 1949
 TU2195  PID         -  TU2195
 TU2195  STATE/COUNTY-  HI/HAWAII
 TU2195  USGS QUAD   -  HILO (1995)
 TU2195
 TU2195                         *CURRENT SURVEY CONTROL
 TU2195  ___________________________________________________________________
 TU2195* NAD 83(1993)-  19 40 48.56868(N)    155 03 04.73444(W)     ADJUSTED  
 TU2195* LOCAL TIDAL -        44.7    (meters)     147.     (feet)  VERT ANG  
 TU2195  ___________________________________________________________________
 TU2195  EPOCH DATE  -        1993.62
 TU2195  LAPLACE CORR-         -17.32  (seconds)                    DEFLEC99
 TU2195  GEOID HEIGHT-          17.80  (meters)                     GEOID03
 TU2195
 TU2195  HORZ ORDER  -  SECOND
 TU2195
 TU2195.The horizontal coordinates were established by classical geodetic methods
 TU2195.and adjusted by the National Geodetic Survey in December 1998..
 TU2195.The horizontal coordinates are valid at the epoch date displayed above.
 TU2195.The epoch date for horizontal control is a decimal equivalence
 TU2195.of Year/Month/Day.
 TU2195
 TU2195.The orthometric height was determined by vertical angle observations.
 TU2195
 TU2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2195
 TU2195.The geoid height was determined by GEOID03.
 TU2195
 TU2195;                    North         East     Units Scale Factor Converg.
 TU2195;SPC HI 1     -    93,798.312   547,046.477   MT  0.99999401   +0 09 04.0
 TU2195;UTM  05      - 2,177,385.013   284,955.886   MT  1.00017162   -0 41 27.9
 TU2195
 TU2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2195!SPC HI 1     -   0.99999018  x   0.99999401  =   0.99998419
 TU2195!UTM  05      -   0.99999018  x   1.00017162  =   1.00016179
 TU2195
 TU2195|---------------------------------------------------------------------|
 TU2195| PID    Reference Object                     Distance      Geod. Az  |
 TU2195|                                                           dddmmss.s |
 TU2195| TU2194 HILO SOUTH BASE                     235.059 METERS 16107     |
 TU2195| TU2206 HILO NORTH BASE                     APPROX. 4.4 KM 3410555.4 |
 TU2195|---------------------------------------------------------------------|
 TU2195
 TU2195                          SUPERSEDED SURVEY CONTROL
 TU2195
 TU2195  NAD 83(1986)-  19 40 48.53464(N)    155 03 04.75677(W) AD(       ) 2
 TU2195  OLD HI      -  19 40 59.47000(N)    155 03 14.73000(W) AD(       ) 2
 TU2195
 TU2195.Superseded values are not recommended for survey control.
 TU2195.NGS no longer adjusts projects to the OLD HI datum.
 TU2195.See file dsdata.txt to determine how the superseded data were derived.
 TU2195
 TU2195_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8495677385(NAD 83)
 TU2195
 TU2195  HISTORY     - Date     Condition        Report By
 TU2195  HISTORY     - 1949     MONUMENTED       CGS
 TU2195
 TU2195                          STATION DESCRIPTION
 TU2195
 TU2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 TU2195'SEE STATION HILO SOUTH BASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1355 ***********************************************************************
 TU1355  DESIGNATION -  STATE SURVEY 1 1 1969
 TU1355  PID         -  TU1355
 TU1355  STATE/COUNTY-  HI/HONOLULU
 TU1355  USGS QUAD   -  HONOLULU (1983)
 TU1355
 TU1355                         *CURRENT SURVEY CONTROL
 TU1355  ___________________________________________________________________
 TU1355* NAD 83(1993)-  21 19 18.90065(N)    157 52 23.05781(W)     ADJUSTED  
 TU1355* LOCAL TIDAL -         2.     (meters)       7.     (feet)  VERT ANG  
 TU1355  ___________________________________________________________________
 TU1355  EPOCH DATE  -        1993.62
 TU1355  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 TU1355  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1355
 TU1355  HORZ ORDER  -  SECOND
 TU1355
 TU1355.The horizontal coordinates were established by classical geodetic methods
 TU1355.and adjusted by the National Geodetic Survey in December 1998..
 TU1355.The horizontal coordinates are valid at the epoch date displayed above.
 TU1355.The epoch date for horizontal control is a decimal equivalence
 TU1355.of Year/Month/Day.
 TU1355
 TU1355.The orthometric height was determined by vertical angle observations.
 TU1355.No vertical observational check was made to the station.
 TU1355
 TU1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1355
 TU1355.The geoid height was determined by GEOID03.
 TU1355
 TU1355;                    North         East     Units Scale Factor Converg.
 TU1355;SPC HI 3     -    17,194.465   513,168.168   MT  0.99999214   +0 02 46.1
 TU1355;UTM  04      - 2,358,193.689   616,872.946   MT  0.99976879   +0 24 35.3
 TU1355
 TU1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1355!SPC HI 3     -   0.99999722  x   0.99999214  =   0.99998936
 TU1355!UTM  04      -   0.99999722  x   0.99976879  =   0.99976601
 TU1355
 TU1355                          SUPERSEDED SURVEY CONTROL
 TU1355
 TU1355  NAD 83(1986)-  21 19 18.85009(N)    157 52 23.06719(W) AD(       ) 2
 TU1355  OLD HI      -  21 19 30.24377(N)    157 52 32.94466(W) AD(       ) 2
 TU1355
 TU1355.Superseded values are not recommended for survey control.
 TU1355.NGS no longer adjusts projects to the OLD HI datum.
 TU1355.See file dsdata.txt to determine how the superseded data were derived.
 TU1355
 TU1355_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1687358194(NAD 83)
 TU1355_MARKER: Z = SEE DESCRIPTION
 TU1355_SETTING: 0 = UNSPECIFIED SETTING
 TU1355
 TU1355  HISTORY     - Date     Condition        Report By
 TU1355  HISTORY     - 1969     MONUMENTED       CGS
 TU1355
 TU1355                          STATION DESCRIPTION
 TU1355
 TU1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1355'STATION IS LOCATED IN KAPALAMA DISTRICT, ON THE SOUTHWEST SIDE OF
 TU1355'DILLINGHAM BOULEVARD, ON BRIDGE OVER THE KAPALAMA CANAL.
 TU1355'
 TU1355'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-1 1969
 TU1355'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK ON SEAWARD SIDE OF
 TU1355'BRIDGE, NEAR THE SOUTH BANK OF THE CANAL AND KOKEA STREET.  TIES
 TU1355'FROM STATION ARE--NW 17.83 FT. TO A CROSS IN CONCRETE RAIL OF
 TU1355'BRIDGE, SE 82.60 FT. TO SPIKE IN PAVEMENT OF DILLINGHAM
 TU1355'BOULEVARD, BOTH POINTS BEING ON LINE WITH PUNCHBOWL TRIG.
 TU1355'STATION, NE 76.18 FT. TO A CROSS IN CONCRETE SIDEWALK ACROSS
 TU1355'DILLINGHAM BOULEVARD IN LINE WITH KALAEPOHAKU TRIG.
 TU1355'
 TU1355'GEODIMETER CONNECTION WAS MADE BETWEEN KALAEPOHAKU 1927 1969
 TU1355'AND STATE SURVEY 1-1 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1124 ***********************************************************************
 TU1124  DESIGNATION -  STATE SURVEY 1 10 GUAVA 1969
 TU1124  PID         -  TU1124
 TU1124  STATE/COUNTY-  HI/HONOLULU
 TU1124  USGS QUAD   -  KANEOHE (1983)
 TU1124
 TU1124                         *CURRENT SURVEY CONTROL
 TU1124  ___________________________________________________________________
 TU1124* NAD 83(1993)-  21 22 59.93175(N)    157 51 28.81177(W)     ADJUSTED  
 TU1124* LOCAL TIDAL -       188.     (meters)     617.     (feet)  VERT ANG  
 TU1124  ___________________________________________________________________
 TU1124  EPOCH DATE  -        1993.62
 TU1124  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 TU1124  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU1124
 TU1124  HORZ ORDER  -  SECOND
 TU1124
 TU1124.The horizontal coordinates were established by classical geodetic methods
 TU1124.and adjusted by the National Geodetic Survey in December 1998..
 TU1124.The horizontal coordinates are valid at the epoch date displayed above.
 TU1124.The epoch date for horizontal control is a decimal equivalence
 TU1124.of Year/Month/Day.
 TU1124
 TU1124.The orthometric height was determined by vertical angle observations.
 TU1124.No vertical observational check was made to the station.
 TU1124
 TU1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1124
 TU1124.The geoid height was determined by GEOID03.
 TU1124
 TU1124;                    North         East     Units Scale Factor Converg.
 TU1124;SPC HI 3     -    23,993.782   514,725.299   MT  0.99999268   +0 03 06.4
 TU1124;UTM  04      - 2,365,001.257   618,386.497   MT  0.99977319   +0 24 59.1
 TU1124
 TU1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1124!SPC HI 3     -   0.99996793  x   0.99999268  =   0.99996061
 TU1124!UTM  04      -   0.99996793  x   0.99977319  =   0.99974112
 TU1124
 TU1124:                Primary Azimuth Mark                     Grid Az
 TU1124:SPC HI 3     -  STATE SURVEY 9 26 LOW 1969               052 29 17.8
 TU1124:UTM  04      -  STATE SURVEY 9 26 LOW 1969               052 07 25.1
 TU1124
 TU1124|---------------------------------------------------------------------|
 TU1124| PID    Reference Object                     Distance      Geod. Az  |
 TU1124|                                                           dddmmss.s |
 TU1124| TU1118 STATE SURVEY 9 26 LOW 1969          APPROX. 3.0 KM 0523224.2 |
 TU1124|---------------------------------------------------------------------|
 TU1124
 TU1124                          SUPERSEDED SURVEY CONTROL
 TU1124
 TU1124  NAD 83(1986)-  21 22 59.88162(N)    157 51 28.82060(W) AD(       ) 2
 TU1124  OLD HI      -  21 23 11.28780(N)    157 51 38.70359(W) AD(       ) 2
 TU1124
 TU1124.Superseded values are not recommended for survey control.
 TU1124.NGS no longer adjusts projects to the OLD HI datum.
 TU1124.See file dsdata.txt to determine how the superseded data were derived.
 TU1124
 TU1124_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1838665001(NAD 83)
 TU1124_MARKER: Z = SEE DESCRIPTION
 TU1124_SETTING: 0 = UNSPECIFIED SETTING
 TU1124
 TU1124  HISTORY     - Date     Condition        Report By
 TU1124  HISTORY     - 1969     MONUMENTED       CGS
 TU1124
 TU1124                          STATION DESCRIPTION
 TU1124
 TU1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1124'STATION IS LOCATED IN UPPER MOANALUA VALLEY, ON RIDGE AT
 TU1124'SOUTHEAST SIDE OF VALLEY ROAD AND STREAM.  TO REACH STATION FROM THE
 TU1124'INTERSECTION OF MOANALUA ROAD AND THE ENTRANCE ROAD TO TRIPLER
 TU1124'HOSPITAL, GO NORTHWEST ALONG MOANALUA ROAD FOR 0.53 MILE
 TU1124'AND TURN RIGHT INTO ALA AOLANI AND GO NORTHEAST ALONG THE
 TU1124'MOANALUA GOLF COURSE ON THE LEFT AND CONTINUE THRU RESIDENTIAL
 TU1124'SUBDIVISION TO UPPER LIMITS AND LOCKED GATE.  ARRANGE FOR
 TU1124'ENTRANCE WITH DAMON ESTATE CARETAKER IN MOANALUA.  FOLLOW VALLEY
 TU1124'TRACK ROAD, WHICH IS VERY ROUGH AND REQUIRES A FOUR-WHEEL
 TU1124'DRIVE VEHICLE, FOR 2.1 MILES AND TURN RIGHT UP SPUR RIDGE TRACK
 TU1124'ROAD A SHORT DISTANCE TO END.  PACK A SHORT DISTANCE UP
 TU1124'RIDGE AND ALONG TRAIL TO STATION ON LEFT AND BELOW RAIN-GAUGE
 TU1124'SHED.
 TU1124'
 TU1124'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-10 1969
 TU1124'IN CONCRETE MONUMENT.  THE MARK WAS PLACED IN THE CENTER OF A
 TU1124'THREE-FOURTHS INCH PIPE IN CONCRETE MARKING THE STATE HIGHWAYS
 TU1124'DIVISION STATION GUAVA AND REINFORCED WITH CONCRETE, 1-FOOT
 TU1124'SQUARE AND PROJECTING ABOUT 6-INCHES ABOVE GROUND LEVEL.  STATION
 TU1124'IS 7-FEET SOUTHWEST FROM NORTHEAST EDGE OF RIDGE AND 62.8 FEET
 TU1124'FROM CORNER OF RAIN-GAUGE SHED AND 205 FEET FROM ELECT. POLE
 TU1124'42, BOTH BEING ON HIGHER PART OF RIDGE.
 TU1124'
 TU1124'GEODIMETER CONNECTION WAS MADE BETWEEN SALT LAKE 1873 1942
 TU1124'AND STATE SURVEY 1-10 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1270 ***********************************************************************
 TU1270  DESIGNATION -  STATE SURVEY 1 11 1969
 TU1270  PID         -  TU1270
 TU1270  STATE/COUNTY-  HI/HONOLULU
 TU1270  USGS QUAD   -  HONOLULU (1983)
 TU1270
 TU1270                         *CURRENT SURVEY CONTROL
 TU1270  ___________________________________________________________________
 TU1270* NAD 83(1993)-  21 18 57.83729(N)    157 51 23.08256(W)     ADJUSTED  
 TU1270* LOCAL TIDAL -        11.     (meters)      36.     (feet)  VERT ANG  
 TU1270  ___________________________________________________________________
 TU1270  EPOCH DATE  -        1993.62
 TU1270  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 TU1270  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU1270
 TU1270  HORZ ORDER  -  SECOND
 TU1270
 TU1270.The horizontal coordinates were established by classical geodetic methods
 TU1270.and adjusted by the National Geodetic Survey in December 1998..
 TU1270.The horizontal coordinates are valid at the epoch date displayed above.
 TU1270.The epoch date for horizontal control is a decimal equivalence
 TU1270.of Year/Month/Day.
 TU1270
 TU1270.The orthometric height was determined by vertical angle observations.
 TU1270.No vertical observational check was made to the station.
 TU1270
 TU1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1270
 TU1270.The geoid height was determined by GEOID03.
 TU1270
 TU1270;                    North         East     Units Scale Factor Converg.
 TU1270;SPC HI 3     -    16,548.132   514,897.129   MT  0.99999274   +0 03 07.9
 TU1270;UTM  04      - 2,357,558.481   618,605.590   MT  0.99977383   +0 24 56.7
 TU1270
 TU1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1270!SPC HI 3     -   0.99999580  x   0.99999274  =   0.99998854
 TU1270!UTM  04      -   0.99999580  x   0.99977383  =   0.99976963
 TU1270
 TU1270                          SUPERSEDED SURVEY CONTROL
 TU1270
 TU1270  NAD 83(1986)-  21 18 57.78676(N)    157 51 23.09189(W) AD(       ) 2
 TU1270  OLD HI      -  21 19 09.18001(N)    157 51 32.96734(W) AD(       ) 2
 TU1270
 TU1270.Superseded values are not recommended for survey control.
 TU1270.NGS no longer adjusts projects to the OLD HI datum.
 TU1270.See file dsdata.txt to determine how the superseded data were derived.
 TU1270
 TU1270_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1860657558(NAD 83)
 TU1270_MARKER: Z = SEE DESCRIPTION
 TU1270_SETTING: 0 = UNSPECIFIED SETTING
 TU1270
 TU1270  HISTORY     - Date     Condition        Report By
 TU1270  HISTORY     - 1969     MONUMENTED       CGS
 TU1270
 TU1270                          STATION DESCRIPTION
 TU1270
 TU1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1270'STATION IS LOCATED NORTHWEST OF AND NEAR, DOWNTOWN HONOLULU, ON
 TU1270'NUUANU AVENUE BETWEEN VINEYARD BOULEVARD AND SCHOOL STREET.
 TU1270'
 TU1270'STATION MARK IS A STATE SURVEY DISC STAMPED 1-11 1969 CEMENTED IN
 TU1270'DRILL HOLE IN CONCRETE SIDEWALK ON THE NORTHWEST SIDE OF NUUANU
 TU1270'AVENUE, NEAR THE NORTHEAST CORNER OF THE FOSTER BOTANICAL
 TU1270'GARDENS AND LUNALILO FREEWAY.  TIES TO STATION ARE--E 7.50 FEET
 TU1270'AND 73.51 FEET TO +S IN CONCRETE CURB ON THE NORTHWEST AND
 TU1270'SOUTHEAST SIDES OF NUUANU AVENUE, IN LINE TO PUNCHBOWL 1873
 TU1270'1928, NE 17.90 FEET TO ANGLE IN FENCE OF THE BOTANICAL GARDENS
 TU1270'AND SW 16.4 FEET TO A TREE.
 TU1270'
 TU1270'GEODIMETER CONNECTION WAS MADE BETWEEN PUNCHBOWL 1873 1928 TO
 TU1270'STATE SURVEY 1-11 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1246 ***********************************************************************
 TU1246  DESIGNATION -  STATE SURVEY 1 14 1969
 TU1246  PID         -  TU1246
 TU1246  STATE/COUNTY-  HI/HONOLULU
 TU1246  USGS QUAD   -  HONOLULU (1983)
 TU1246
 TU1246                         *CURRENT SURVEY CONTROL
 TU1246  ___________________________________________________________________
 TU1246* NAD 83(1993)-  21 22 01.02611(N)    157 50 28.44586(W)     ADJUSTED  
 TU1246* LOCAL TIDAL -       200.     (meters)     656.     (feet)  VERT ANG  
 TU1246  ___________________________________________________________________
 TU1246  EPOCH DATE  -        1993.62
 TU1246  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 TU1246  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU1246
 TU1246  HORZ ORDER  -  SECOND
 TU1246
 TU1246.The horizontal coordinates were established by classical geodetic methods
 TU1246.and adjusted by the National Geodetic Survey in December 1998..
 TU1246.The horizontal coordinates are valid at the epoch date displayed above.
 TU1246.The epoch date for horizontal control is a decimal equivalence
 TU1246.of Year/Month/Day.
 TU1246
 TU1246.The orthometric height was determined by vertical angle observations.
 TU1246.No vertical observational check was made to the station.
 TU1246
 TU1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1246
 TU1246.The geoid height was determined by GEOID03.
 TU1246
 TU1246;                    North         East     Units Scale Factor Converg.
 TU1246;SPC HI 3     -    22,183.752   516,466.034   MT  0.99999335   +0 03 28.2
 TU1246;UTM  04      - 2,363,202.729   620,138.331   MT  0.99977835   +0 25 20.0
 TU1246
 TU1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1246!SPC HI 3     -   0.99996604  x   0.99999335  =   0.99995939
 TU1246!UTM  04      -   0.99996604  x   0.99977835  =   0.99974440
 TU1246
 TU1246                          SUPERSEDED SURVEY CONTROL
 TU1246
 TU1246  NAD 83(1986)-  21 22 00.97591(N)    157 50 28.45467(W) AD(       ) 2
 TU1246  OLD HI      -  21 22 12.37981(N)    157 50 38.33493(W) AD(       ) 2
 TU1246
 TU1246.Superseded values are not recommended for survey control.
 TU1246.NGS no longer adjusts projects to the OLD HI datum.
 TU1246.See file dsdata.txt to determine how the superseded data were derived.
 TU1246
 TU1246_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2013863203(NAD 83)
 TU1246_MARKER: Z = SEE DESCRIPTION
 TU1246_SETTING: 0 = UNSPECIFIED SETTING
 TU1246
 TU1246  HISTORY     - Date     Condition        Report By
 TU1246  HISTORY     - 1969     MONUMENTED       CGS
 TU1246
 TU1246                          STATION DESCRIPTION
 TU1246
 TU1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1246'STATION IS LOCATED IN KALIHI VALLEY, ON THE BURMEISTER OVERPASS
 TU1246'ACROSS THE LIKELIKE HIGHWAY, 3.1 MILES EAST OF THE INTERSECTION
 TU1246'OF SCHOOL STREET AND LIKELIKE HIGHWAY.
 TU1246'
 TU1246'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-4 1969
 TU1246'CEMENTED IN DRILL HOLE IN CONCRETE, TOWARDS THE MIDDLE AND
 TU1246'WEST EDGE OF CONCRETE ROAD-BED OF OVERPASS.  TIES FROM STATION
 TU1246'ARE--W. 1.74 FT. TO INSIDE EDGE OF RAIL, N 102.85 FT. AND
 TU1246'S 74.90 FT. RESPECTIVELY TO INSIDE EDGES AT ENDS OF GUARD RAILS
 TU1246'ON THE WEST SIDE OF OVERPASS.
 TU1246'
 TU1246'GEODIMETER CONNECTION WAS MADE BETWEEN KAHAUIKI 1969 AND
 TU1246'STATE SURVEY 1-4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1364 ***********************************************************************
 TU1364  DESIGNATION -  STATE SURVEY 1 2 1969
 TU1364  PID         -  TU1364
 TU1364  STATE/COUNTY-  HI/HONOLULU
 TU1364  USGS QUAD   -  HONOLULU (1983)
 TU1364
 TU1364                         *CURRENT SURVEY CONTROL
 TU1364  ___________________________________________________________________
 TU1364* NAD 83(1993)-  21 21 55.84521(N)    157 52 48.39252(W)     ADJUSTED  
 TU1364* LOCAL TIDAL -       241.     (meters)     791.     (feet)  VERT ANG  
 TU1364  ___________________________________________________________________
 TU1364  EPOCH DATE  -        1993.62
 TU1364  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 TU1364  GEOID HEIGHT-          15.92  (meters)                     GEOID03
 TU1364
 TU1364  HORZ ORDER  -  SECOND
 TU1364
 TU1364.The horizontal coordinates were established by classical geodetic methods
 TU1364.and adjusted by the National Geodetic Survey in December 1998..
 TU1364.The horizontal coordinates are valid at the epoch date displayed above.
 TU1364.The epoch date for horizontal control is a decimal equivalence
 TU1364.of Year/Month/Day.
 TU1364
 TU1364.The orthometric height was determined by vertical angle observations.
 TU1364.No vertical observational check was made to the station.
 TU1364
 TU1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1364
 TU1364.The geoid height was determined by GEOID03.
 TU1364
 TU1364;                    North         East     Units Scale Factor Converg.
 TU1364;SPC HI 3     -    22,020.837   512,434.395   MT  0.99999191   +0 02 37.2
 TU1364;UTM  04      - 2,363,014.219   616,108.697   MT  0.99976659   +0 24 28.9
 TU1364
 TU1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1364!SPC HI 3     -   0.99995962  x   0.99999191  =   0.99995153
 TU1364!UTM  04      -   0.99995962  x   0.99976659  =   0.99972622
 TU1364
 TU1364:                Primary Azimuth Mark                     Grid Az
 TU1364:SPC HI 3     -  SALT LAKE RESET                          265 12 56.0
 TU1364:UTM  04      -  SALT LAKE RESET                          264 51 04.3
 TU1364
 TU1364|---------------------------------------------------------------------|
 TU1364| PID    Reference Object                     Distance      Geod. Az  |
 TU1364|                                                           dddmmss.s |
 TU1364| TU1392 SALT LAKE RESET                     APPROX. 2.9 KM 2651533.2 |
 TU1364|---------------------------------------------------------------------|
 TU1364
 TU1364                          SUPERSEDED SURVEY CONTROL
 TU1364
 TU1364  NAD 83(1986)-  21 21 55.79509(N)    157 52 48.40171(W) AD(       ) 2
 TU1364  OLD HI      -  21 22 07.19571(N)    157 52 58.28307(W) AD(       ) 2
 TU1364
 TU1364.Superseded values are not recommended for survey control.
 TU1364.NGS no longer adjusts projects to the OLD HI datum.
 TU1364.See file dsdata.txt to determine how the superseded data were derived.
 TU1364
 TU1364_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1610963014(NAD 83)
 TU1364_MARKER: Z = SEE DESCRIPTION
 TU1364_SETTING: 0 = UNSPECIFIED SETTING
 TU1364
 TU1364  HISTORY     - Date     Condition        Report By
 TU1364  HISTORY     - 1969     MONUMENTED       CGS
 TU1364
 TU1364                          STATION DESCRIPTION
 TU1364
 TU1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1364'STATION IS LOCATED IN MOANALUA, ABOVE STAFF HOUSING OF U.S. ARMY
 TU1364'TRIPLER HOSPITAL, AT GROUND LEVEL WATER TANK.
 TU1364'
 TU1364'TO REACH STATION FROM ENTRANCE TO HOSPITAL AT MOANALUA ROAD,
 TU1364'FOLLOW JARRETT WHITE ROAD FOR 1.2 MILES TO REASONER STREET, TURN
 TU1364'RIGHT ON REASONER FOR 0.10 MILE AND LEFT ON PAVED ROAD FOR 0.20
 TU1364'MILE TO LOCKED GATE OF TANK SITE AREA.  PERMISSION AND KEY TO
 TU1364'ENTER AREA MAY BE OBTAINED FROM ENGR. HEADQUARTERS AT FT. SHAFTER.
 TU1364'DRIVE TO SOUTHWEST SIDE OF TANK AND STATION ON RIGHT OF ROAD.
 TU1364'
 TU1364'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-2 1969
 TU1364'IN CONCRETE MONUMENT FLUSH WITH GROUND LEVEL AND 1-FOOT FROM
 TU1364'SOUTHWEST SIDE OF CIRCULAR CONCRETE WATER TANK.  THE TANK IS
 TU1364'SUNKEN IN GROUND, ITS TOP SIDE BEING ABOUT THE SAME ELEVATION
 TU1364'AS STATION.  TIES FROM STATION ARE--NE 69.8 FT. TO MIDDLE OF
 TU1364'NORTH TANK VENT, 37.9 FT. TO NEAREST CORNER OF NORTHEAST TANK
 TU1364'VENT, 25.0 FT. AND 25.2 FT, RESPECTIVELY TO NEAREST CORNERS OF
 TU1364'CONCRETE HOUSING WITH METAL COVER.
 TU1364'
 TU1364'SUB-SURFACE IS IDENTICAL WITH STATION MARK, IN CONCRETE MONUMENT,
 TU1364'2.2 FT. BELOW GROUND LEVEL AND SEPARATED FROM TOP MONUMENT BY A
 TU1364'LAYER OF SAND.
 TU1364'
 TU1364'GEODIMETER CONNECTION WAS MADE BETWEEN SALT LAKE 1873 1942
 TU1364'AND STATE SURVEY 1-2 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1331 ***********************************************************************
 TU1331  DESIGNATION -  STATE SURVEY 1 3 1969
 TU1331  PID         -  TU1331
 TU1331  STATE/COUNTY-  HI/HONOLULU
 TU1331  USGS QUAD   -  HONOLULU (1983)
 TU1331
 TU1331                         *CURRENT SURVEY CONTROL
 TU1331  ___________________________________________________________________
 TU1331* NAD 83(1993)-  21 19 45.62655(N)    157 52 19.47759(W)     ADJUSTED  
 TU1331* LOCAL TIDAL -        13.     (meters)      43.     (feet)  VERT ANG  
 TU1331  ___________________________________________________________________
 TU1331  EPOCH DATE  -        1993.62
 TU1331  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 TU1331  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1331
 TU1331  HORZ ORDER  -  SECOND
 TU1331
 TU1331.The horizontal coordinates were established by classical geodetic methods
 TU1331.and adjusted by the National Geodetic Survey in December 1998..
 TU1331.The horizontal coordinates are valid at the epoch date displayed above.
 TU1331.The epoch date for horizontal control is a decimal equivalence
 TU1331.of Year/Month/Day.
 TU1331
 TU1331.The orthometric height was determined by vertical angle observations.
 TU1331.No vertical observational check was made to the station.
 TU1331
 TU1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1331
 TU1331.The geoid height was determined by GEOID03.
 TU1331
 TU1331;                    North         East     Units Scale Factor Converg.
 TU1331;SPC HI 3     -    18,016.522   513,270.676   MT  0.99999218   +0 02 47.5
 TU1331;UTM  04      - 2,359,016.195   616,970.211   MT  0.99976907   +0 24 37.1
 TU1331
 TU1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1331!SPC HI 3     -   0.99999548  x   0.99999218  =   0.99998766
 TU1331!UTM  04      -   0.99999548  x   0.99976907  =   0.99976455
 TU1331
 TU1331                          SUPERSEDED SURVEY CONTROL
 TU1331
 TU1331  NAD 83(1986)-  21 19 45.57603(N)    157 52 19.48697(W) AD(       ) 2
 TU1331  OLD HI      -  21 19 56.97113(N)    157 52 29.36500(W) AD(       ) 2
 TU1331
 TU1331.Superseded values are not recommended for survey control.
 TU1331.NGS no longer adjusts projects to the OLD HI datum.
 TU1331.See file dsdata.txt to determine how the superseded data were derived.
 TU1331
 TU1331_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1697059016(NAD 83)
 TU1331_MARKER: Z = SEE DESCRIPTION
 TU1331_SETTING: 0 = UNSPECIFIED SETTING
 TU1331
 TU1331  HISTORY     - Date     Condition        Report By
 TU1331  HISTORY     - 1969     MONUMENTED       CGS
 TU1331
 TU1331                          STATION DESCRIPTION
 TU1331
 TU1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1331'STATION IS LOCATED IN THE KALIHI DISTRICT AT WALLACE R. FARRINGTON
 TU1331'HIGH SCHOOL.  TO REACH STATION FROM NORTH KING STREET ENTER
 TU1331'AUDITORIUM ENTRANCE AND TURN RIGHT TO PARKING AREA.  STATION
 TU1331'IS IN LAWN AREA BETWEEN THE REAR SOUTH CORNER OF AUDITORIUM AND
 TU1331'CURB OF PARKING AREA.  IN ORDER TO CONFORM WITH SCHOOL
 TU1331'REGULATIONS IT IS ADVISABLE TO CHECK IN AT THE PRINCIPALS OFFICE
 TU1331'BEFORE OCCUPYING STATION.
 TU1331'
 TU1331'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-3 1969
 TU1331'SET IN CONCRETE MONUMENT FLUSH WITH GROUND.  TIES FROM STATION
 TU1331'ARE--SW 22.60 FT. TO LIGHT STANDARD, NE 55.80 FT. TO LIGHT
 TU1331'STANDARD, NW 40.25 FT. TO PIPE SET IN CONCRETE AND FROM SAID PIPE
 TU1331'2.60 FT. TO BACK WALL OF AUDITORIUM, E 83.16 FT. TO PIPE SET IN
 TU1331'CONCRETE ON LINE TO KALAEPOHAKU 1927 1969 AND SE 94.81 FT. TO
 TU1331'A SPIKE.
 TU1331'
 TU1331'SUB-SURFACE MARK IS IDENTICAL WITH STATION MARK, IN CONCRETE
 TU1331'MONUMENT 3 FEET BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU1331'MONUMENT BY A LAYER OF SAND.
 TU1331'
 TU1331'GEODIMETER CONNECTION WAS MADE BETWEEN KALAEPOHAKU 1927 1969
 TU1331'AND STATE SURVEY 1-3 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1370 ***********************************************************************
 TU1370  DESIGNATION -  STATE SURVEY 1 6 1969
 TU1370  PID         -  TU1370
 TU1370  STATE/COUNTY-  HI/HONOLULU
 TU1370  USGS QUAD   -  HONOLULU (1983)
 TU1370
 TU1370                         *CURRENT SURVEY CONTROL
 TU1370  ___________________________________________________________________
 TU1370* NAD 83(1993)-  21 18 53.15332(N)    157 53 16.90105(W)     ADJUSTED  
 TU1370* LOCAL TIDAL -         7.     (meters)      23.     (feet)  VERT ANG  
 TU1370  ___________________________________________________________________
 TU1370  EPOCH DATE  -        1993.62
 TU1370  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 TU1370  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1370
 TU1370  HORZ ORDER  -  SECOND
 TU1370
 TU1370.The horizontal coordinates were established by classical geodetic methods
 TU1370.and adjusted by the National Geodetic Survey in December 1998..
 TU1370.The horizontal coordinates are valid at the epoch date displayed above.
 TU1370.The epoch date for horizontal control is a decimal equivalence
 TU1370.of Year/Month/Day.
 TU1370
 TU1370.The orthometric height was determined by vertical angle observations.
 TU1370.No vertical observational check was made to the station.
 TU1370
 TU1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1370
 TU1370.The geoid height was determined by GEOID03.
 TU1370
 TU1370;                    North         East     Units Scale Factor Converg.
 TU1370;SPC HI 3     -    16,401.414   511,617.074   MT  0.99999167   +0 02 26.5
 TU1370;UTM  04      - 2,357,390.991   615,327.264   MT  0.99976435   +0 24 15.3
 TU1370
 TU1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1370!SPC HI 3     -   0.99999645  x   0.99999167  =   0.99998812
 TU1370!UTM  04      -   0.99999645  x   0.99976435  =   0.99976080
 TU1370
 TU1370                          SUPERSEDED SURVEY CONTROL
 TU1370
 TU1370  NAD 83(1986)-  21 18 53.10276(N)    157 53 16.91044(W) AD(       ) 2
 TU1370  OLD HI      -  21 19 04.49281(N)    157 53 26.78668(W) AD(       ) 2
 TU1370
 TU1370.Superseded values are not recommended for survey control.
 TU1370.NGS no longer adjusts projects to the OLD HI datum.
 TU1370.See file dsdata.txt to determine how the superseded data were derived.
 TU1370
 TU1370_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1532757391(NAD 83)
 TU1370_MARKER: DD = SURVEY DISK
 TU1370_SETTING: 0 = UNSPECIFIED SETTING
 TU1370
 TU1370  HISTORY     - Date     Condition        Report By
 TU1370  HISTORY     - 1969     MONUMENTED       CGS
 TU1370  HISTORY     - 1983     GOOD             USCG
 TU1370
 TU1370                          STATION DESCRIPTION
 TU1370
 TU1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1370'STATION IS LOCATED IN KAPALAMA, ON ANUENUE (FORMERLY SAND) ISLAND
 TU1370'ACCESS ROAD, ON THE NORTHWEST SIDE OF THE BRIDGE TO ANUENUE
 TU1370'(FORMERLY SAND) ISLAND AT SECOND ENTRANCE TO HONOLULU HARBOR.
 TU1370'
 TU1370'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-6 1969
 TU1370'CEMENTED IN DRILL HOLE IN CONCRETE WALKWAY ON APPROACH AND
 TU1370'ADJACENT TO THE NORTHWEST END OF THE BASCULE BRIDGE AND OPPOSITE
 TU1370'THE OPERATORS LOOKOUT TOWER OF BRIDGE.  TIES TO STATION ARE--SW
 TU1370'38.64 FEET TO + IN CONCRETE WALKWAY TO LOOKOUT TOWER AND ON LINE
 TU1370'TO PUNCHBOWL 1873 1928, SE 25.51 FEET TO + IN CONCRETE WALKWAY
 TU1370'AND NW 14.04 FEET TO + IN CONCRETE WALKWAY AND ON LINE TO SALT
 TU1370'LAKE 1873 1942.
 TU1370'
 TU1370'GEODIMETER CONNECTION WAS MADE BETWEEN PUNCHBOWL 1873 1928 TO
 TU1370'STATE SURVEY 1-6 1969.
 TU1370
 TU1370                          STATION RECOVERY (1983)
 TU1370
 TU1370'RECOVERY NOTE BY US COAST GUARD 1983 (MAT)
 TU1370'NO. 1-6/1969 RECOVERED EXCELLENT.
 TU1370'
 TU1370'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION GIVEN IN 1969
 TU1370'BY CARL ANNIS IS VALID FOR PRESENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1274 ***********************************************************************
 TU1274  DESIGNATION -  STATE SURVEY 1 7 1969
 TU1274  PID         -  TU1274
 TU1274  STATE/COUNTY-  HI/HONOLULU
 TU1274  USGS QUAD   -  HONOLULU (1983)
 TU1274
 TU1274                         *CURRENT SURVEY CONTROL
 TU1274  ___________________________________________________________________
 TU1274* NAD 83(1993)-  21 19 25.29383(N)    157 51 26.97018(W)     ADJUSTED  
 TU1274* LOCAL TIDAL -        22.     (meters)      72.     (feet)  VERT ANG  
 TU1274  ___________________________________________________________________
 TU1274  EPOCH DATE  -        1993.62
 TU1274  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 TU1274  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU1274
 TU1274  HORZ ORDER  -  SECOND
 TU1274
 TU1274.The horizontal coordinates were established by classical geodetic methods
 TU1274.and adjusted by the National Geodetic Survey in December 1998..
 TU1274.The horizontal coordinates are valid at the epoch date displayed above.
 TU1274.The epoch date for horizontal control is a decimal equivalence
 TU1274.of Year/Month/Day.
 TU1274
 TU1274.The orthometric height was determined by vertical angle observations.
 TU1274.No vertical observational check was made to the station.
 TU1274
 TU1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1274
 TU1274.The geoid height was determined by GEOID03.
 TU1274
 TU1274;                    North         East     Units Scale Factor Converg.
 TU1274;SPC HI 3     -    17,392.474   514,784.327   MT  0.99999270   +0 03 06.6
 TU1274;UTM  04      - 2,358,401.905   618,487.458   MT  0.99977348   +0 24 55.8
 TU1274
 TU1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1274!SPC HI 3     -   0.99999406  x   0.99999270  =   0.99998676
 TU1274!UTM  04      -   0.99999406  x   0.99977348  =   0.99976754
 TU1274
 TU1274                          SUPERSEDED SURVEY CONTROL
 TU1274
 TU1274  NAD 83(1986)-  21 19 25.24333(N)    157 51 26.97950(W) AD(       ) 2
 TU1274  OLD HI      -  21 19 36.63782(N)    157 51 36.85583(W) AD(       ) 2
 TU1274
 TU1274.Superseded values are not recommended for survey control.
 TU1274.NGS no longer adjusts projects to the OLD HI datum.
 TU1274.See file dsdata.txt to determine how the superseded data were derived.
 TU1274
 TU1274_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1848758402(NAD 83)
 TU1274_MARKER: Z = SEE DESCRIPTION
 TU1274_SETTING: 0 = UNSPECIFIED SETTING
 TU1274
 TU1274  HISTORY     - Date     Condition        Report By
 TU1274  HISTORY     - 1969     MONUMENTED       CGS
 TU1274
 TU1274                          STATION DESCRIPTION
 TU1274
 TU1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1274'STATION IS LOCATED ABOUT A MILE NORTHERLY FROM DOWNTOWN HONOLULU,
 TU1274'AT THE INTERSECTION OF LILIHA AND KUAKINI STREETS.
 TU1274'
 TU1274'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-7 1969
 TU1274'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK AT THE NORTH CORNER
 TU1274'OF THE STREET INTERSECTION AND FRONTING THE HONDA
 TU1274'DELICATESSEN.  TIES FROM THE STATION ARE--NW 105.35 FEET TO + IN
 TU1274'CONCRETE SIDEWALK, SE 91.03 FEET TO + IN CONCRETE STREET GUTTER
 TU1274'AT THE EAST CORNER OF INTERSECTION AND ON LINE WITH PUNCHBOWL
 TU1274'1873 1928 AND 10.10 FEET TO TRAFFIC LIGHT.
 TU1274'
 TU1274'GEODIMETER CONNECTION WAS MADE BETWEEN PUNCHBOWL 1873 1928 AND
 TU1274'STATE SURVEY 1-7 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1443 ***********************************************************************
 TU1443  DESIGNATION -  STATE SURVEY 1 8B
 TU1443  PID         -  TU1443
 TU1443  STATE/COUNTY-  HI/HONOLULU
 TU1443  USGS QUAD   -  HONOLULU (1983)
 TU1443
 TU1443                         *CURRENT SURVEY CONTROL
 TU1443  ___________________________________________________________________
 TU1443* NAD 83(1993)-  21 19 55.04175(N)    157 53 23.37444(W)     ADJUSTED  
 TU1443* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1443  ___________________________________________________________________
 TU1443  EPOCH DATE  -        1993.62
 TU1443  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 TU1443  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1443
 TU1443  HORZ ORDER  -  THIRD
 TU1443
 TU1443.The horizontal coordinates were established by classical geodetic methods
 TU1443.and adjusted by the National Geodetic Survey in December 1998..
 TU1443.The horizontal coordinates are valid at the epoch date displayed above.
 TU1443.The epoch date for horizontal control is a decimal equivalence
 TU1443.of Year/Month/Day.
 TU1443
 TU1443.The orthometric height was scaled from a topographic map.
 TU1443
 TU1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1443
 TU1443.The geoid height was determined by GEOID03.
 TU1443
 TU1443;                    North         East     Units Scale Factor Converg.
 TU1443;SPC HI 3     -    18,304.701   511,429.183   MT  0.99999161   +0 02 24.3
 TU1443;UTM  04      - 2,359,292.614   615,127.342   MT  0.99976378   +0 24 14.0
 TU1443
 TU1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1443!SPC HI 3     -   0.99999690  x   0.99999161  =   0.99998851
 TU1443!UTM  04      -   0.99999690  x   0.99976378  =   0.99976069
 TU1443
 TU1443|---------------------------------------------------------------------|
 TU1443| PID    Reference Object                     Distance      Geod. Az  |
 TU1443|                                                           dddmmss.s |
 TU1443| TU1441 STATE SURVEY 1 8D                   359.306 METERS 02553     |
 TU1443| TU1445 STATE SURVEY 1 8C                   373.151 METERS 29044     |
 TU1443| TU1392 SALT LAKE RESET                     APPROX. 4.0 KM 3312103.6 |
 TU1443|---------------------------------------------------------------------|
 TU1443
 TU1443                          SUPERSEDED SURVEY CONTROL
 TU1443
 TU1443  NAD 83(1986)-  21 19 54.99120(N)    157 53 23.38385(W) AD(       ) 3
 TU1443  OLD HI      -  21 20 06.38508(N)    157 53 33.26219(W) AD(       ) 3
 TU1443
 TU1443.Superseded values are not recommended for survey control.
 TU1443.NGS no longer adjusts projects to the OLD HI datum.
 TU1443.See file dsdata.txt to determine how the superseded data were derived.
 TU1443
 TU1443_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1512759293(NAD 83)
 TU1443_MARKER: Z = SEE DESCRIPTION
 TU1443_SETTING: 0 = UNSPECIFIED SETTING
 TU1443
 TU1443  HISTORY     - Date     Condition        Report By
 TU1443  HISTORY     - 1971     MONUMENTED       HIDT
 TU1443
 TU1443                          STATION DESCRIPTION
 TU1443
 TU1443'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971 (GY)
 TU1443'STATION IS LOCATED 1.9 MILES EAST OF HONOLULU INTERNATIONAL
 TU1443'AIRPORT ON THE KALIHI STREAM FOOT BRIDGE NEAR THE INTERSECTION
 TU1443'OF NIMITZ HIGHWAY AND MIDDLE STREET.  TO REACH THE STATION FROM
 TU1443'THE INTERSECTION OF NIMITZ HIGHWAY AND LAGOON DRIVE GO EAST
 TU1443'ALONG NIMITZ HIGHWAY FOR 0.6 MILE TO DIRT ROAD, TURN RIGHT, THEN
 TU1443'GO EAST ALONG DIRT ROAD FOR 0.2 MILE TO FOOT BRIDGE.
 TU1443'
 TU1443'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-8 B
 TU1443'1970 CEMENTED IN CONCRETE NEAR THE CENTER OF FOOT BRIDGE.  TIES
 TU1443'FROM STATION ARE--NE 106.9 FT. TO ANGLE OF BRIDGE, SE 106.9
 TU1443'FT. TO ANGLE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1445 ***********************************************************************
 TU1445  DESIGNATION -  STATE SURVEY 1 8C
 TU1445  PID         -  TU1445
 TU1445  STATE/COUNTY-  HI/HONOLULU
 TU1445  USGS QUAD   -  HONOLULU (1983)
 TU1445
 TU1445                         *CURRENT SURVEY CONTROL
 TU1445  ___________________________________________________________________
 TU1445* NAD 83(1993)-  21 19 59.33781(N)    157 53 35.48481(W)     ADJUSTED  
 TU1445* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1445  ___________________________________________________________________
 TU1445  EPOCH DATE  -        1993.62
 TU1445  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 TU1445  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1445
 TU1445  HORZ ORDER  -  THIRD
 TU1445
 TU1445.The horizontal coordinates were established by classical geodetic methods
 TU1445.and adjusted by the National Geodetic Survey in December 1998..
 TU1445.The horizontal coordinates are valid at the epoch date displayed above.
 TU1445.The epoch date for horizontal control is a decimal equivalence
 TU1445.of Year/Month/Day.
 TU1445
 TU1445.The orthometric height was scaled from a topographic map.
 TU1445
 TU1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1445
 TU1445.The geoid height was determined by GEOID03.
 TU1445
 TU1445;                    North         East     Units Scale Factor Converg.
 TU1445;SPC HI 3     -    18,436.589   511,080.120   MT  0.99999152   +0 02 19.9
 TU1445;UTM  04      - 2,359,422.253   614,777.528   MT  0.99976279   +0 24 09.7
 TU1445
 TU1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1445!SPC HI 3     -   0.99999722  x   0.99999152  =   0.99998874
 TU1445!UTM  04      -   0.99999722  x   0.99976279  =   0.99976001
 TU1445
 TU1445|---------------------------------------------------------------------|
 TU1445| PID    Reference Object                     Distance      Geod. Az  |
 TU1445|                                                           dddmmss.s |
 TU1445| TU1443 STATE SURVEY 1 8B                   373.151 METERS 11044     |
 TU1445| TU0260 1 8                                 163.242 METERS 27339     |
 TU1445|---------------------------------------------------------------------|
 TU1445
 TU1445                          SUPERSEDED SURVEY CONTROL
 TU1445
 TU1445  NAD 83(1986)-  21 19 59.28727(N)    157 53 35.49426(W) AD(       ) 3
 TU1445  OLD HI      -  21 20 10.68100(N)    157 53 45.37255(W) AD(       ) 3
 TU1445
 TU1445.Superseded values are not recommended for survey control.
 TU1445.NGS no longer adjusts projects to the OLD HI datum.
 TU1445.See file dsdata.txt to determine how the superseded data were derived.
 TU1445
 TU1445_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1477859422(NAD 83)
 TU1445_MARKER: Z = SEE DESCRIPTION
 TU1445_SETTING: 0 = UNSPECIFIED SETTING
 TU1445
 TU1445  HISTORY     - Date     Condition        Report By
 TU1445  HISTORY     - 1971     MONUMENTED       HIDT
 TU1445
 TU1445                          STATION DESCRIPTION
 TU1445
 TU1445'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971 (GY)
 TU1445'STATION IS LOCATED 1.6 MILES EAST OF HONOLULU INTERNATIONAL
 TU1445'AIRPORT ON THE MOANALUA STREAM FOOT BRIDGE NEAR THE NORTHEAST
 TU1445'END OF KEEHI LAGOON PARK.  TO REACH THE STATION FROM THE
 TU1445'INTERSECTION OF NIMITZ HIGHWAY AND LAGOON DRIVE, GO EAST ALONG
 TU1445'NIMITZ HIGHWAY FOR 0.6 MILE TO DIRT ROAD, TURN RIGHT TO FOOT
 TU1445'BRIDGE.
 TU1445'
 TU1445'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-8 C 1970
 TU1445'CEMENTED IN CONCRETE AT THE SOUTHEAST CORNER OF FOOT BRIDGE.  TIES
 TU1445'FROM STATION ARE--SE 2.95 FT. TO CORNER OF BRIDGE, NE 9.15 FT. TO
 TU1445'CORNER OF BRIDGE, NW 8.8 FT. TO ANGLE OF BRIDGE, SW 2.9 FT. TO
 TU1445'ANGLE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1441 ***********************************************************************
 TU1441  DESIGNATION -  STATE SURVEY 1 8D
 TU1441  PID         -  TU1441
 TU1441  STATE/COUNTY-  HI/HONOLULU
 TU1441  USGS QUAD   -  HONOLULU (1983)
 TU1441
 TU1441                         *CURRENT SURVEY CONTROL
 TU1441  ___________________________________________________________________
 TU1441* NAD 83(1993)-  21 20 05.55265(N)    157 53 17.93196(W)     ADJUSTED  
 TU1441* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1441  ___________________________________________________________________
 TU1441  EPOCH DATE  -        1993.62
 TU1441  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 TU1441  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU1441
 TU1441  HORZ ORDER  -  THIRD
 TU1441
 TU1441.The horizontal coordinates were established by classical geodetic methods
 TU1441.and adjusted by the National Geodetic Survey in December 1998..
 TU1441.The horizontal coordinates are valid at the epoch date displayed above.
 TU1441.The epoch date for horizontal control is a decimal equivalence
 TU1441.of Year/Month/Day.
 TU1441
 TU1441.The orthometric height was scaled from a topographic map.
 TU1441
 TU1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1441
 TU1441.The geoid height was determined by GEOID03.
 TU1441
 TU1441;                    North         East     Units Scale Factor Converg.
 TU1441;SPC HI 3     -    18,628.081   511,585.785   MT  0.99999166   +0 02 26.3
 TU1441;UTM  04      - 2,359,616.909   615,281.852   MT  0.99976422   +0 24 16.2
 TU1441
 TU1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1441!SPC HI 3     -   0.99999722  x   0.99999166  =   0.99998888
 TU1441!UTM  04      -   0.99999722  x   0.99976422  =   0.99976144
 TU1441
 TU1441|---------------------------------------------------------------------|
 TU1441| PID    Reference Object                     Distance      Geod. Az  |
 TU1441|                                                           dddmmss.s |
 TU1441| TU1443 STATE SURVEY 1 8B                   359.306 METERS 20553     |
 TU1441| TU1392 SALT LAKE RESET                     APPROX. 3.8 KM 3265324.8 |
 TU1441|---------------------------------------------------------------------|
 TU1441
 TU1441                          SUPERSEDED SURVEY CONTROL
 TU1441
 TU1441  NAD 83(1986)-  21 20 05.50210(N)    157 53 17.94139(W) AD(       ) 3
 TU1441  OLD HI      -  21 20 16.89656(N)    157 53 27.81999(W) AD(       ) 3
 TU1441
 TU1441.Superseded values are not recommended for survey control.
 TU1441.NGS no longer adjusts projects to the OLD HI datum.
 TU1441.See file dsdata.txt to determine how the superseded data were derived.
 TU1441
 TU1441_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1528259617(NAD 83)
 TU1441
 TU1441  HISTORY     - Date     Condition        Report By
 TU1441  HISTORY     - 1971     MONUMENTED       HIDT
 TU1441
 TU1441                          STATION DESCRIPTION
 TU1441
 TU1441'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971
 TU1441'STATION IS LOCATED IN KAHAUIKI DISTRICT, HONOLULU ON THE WEST
 TU1441'SIDE OF MIDDLE STREET, 0.1 OF A MILE NORTHEASTERLY FROM THE
 TU1441'NORTH SIDE OF THE KAMEHAMEHA HIGHWAY AND MIDDLE STREET
 TU1441'INTERSECTION.
 TU1441'
 TU1441'TO REACH STATION FROM THE INTERSECTION OF KAMEHAMEHA HIGHWAY
 TU1441'AND MIDDLE STREET GO NORTHEASTERLY ON MIDDLE STREET FOR 0.1 OF
 TU1441'A MILE TO A BREAK IN THE MEDIAL STRIP ON THE LEFT FOR A ROAD
 TU1441'LEADING TO A U.S. ARMY MOTOR POOL (SHAFTER FLATS).  STATION IS
 TU1441'LOCATED ON THE TRAFFIC ISLAND WHICH IS ON THE WEST EDGE OF
 TU1441'MIDDLE STREET SOUTH BOUND LANES AND IN THE CENTER OF CORAL ROAD
 TU1441'LEADING TO THE U.S. ARMY MOTOR POOL GATE.
 TU1441'
 TU1441'STATION MARK IS A 3/4 IN PIPE SET IN CONCRETE MONUMENT 0.1 FOOT
 TU1441'ABOVE GROUND LEVEL.  TIES FROM STATION ARE--NE 51.15 FT. TO A
 TU1441'STORM DRAIN MANHOLE COVER, SE 13.45 FT. TO MIDDLE ST. SIDE EDGE
 TU1441'OF TRAFFIC ISLAND, W 29.0 FT. TO ELECTRIC POLE NO. 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1440 ***********************************************************************
 TU1440  DESIGNATION -  STATE SURVEY 1 8E
 TU1440  PID         -  TU1440
 TU1440  STATE/COUNTY-  HI/HONOLULU
 TU1440  USGS QUAD   -  HONOLULU (1983)
 TU1440
 TU1440                         *CURRENT SURVEY CONTROL
 TU1440  ___________________________________________________________________
 TU1440* NAD 83(1993)-  21 20 16.63652(N)    157 53 00.98802(W)     ADJUSTED  
 TU1440* LOCAL TIDAL -        15.     (meters)      49.     (feet)  SCALED    
 TU1440  ___________________________________________________________________
 TU1440  EPOCH DATE  -        1993.62
 TU1440  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 TU1440  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1440
 TU1440  HORZ ORDER  -  THIRD
 TU1440
 TU1440.The horizontal coordinates were established by classical geodetic methods
 TU1440.and adjusted by the National Geodetic Survey in December 1998..
 TU1440.The horizontal coordinates are valid at the epoch date displayed above.
 TU1440.The epoch date for horizontal control is a decimal equivalence
 TU1440.of Year/Month/Day.
 TU1440
 TU1440.The orthometric height was scaled from a topographic map.
 TU1440
 TU1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1440
 TU1440.The geoid height was determined by GEOID03.
 TU1440
 TU1440;                    North         East     Units Scale Factor Converg.
 TU1440;SPC HI 3     -    18,969.327   512,073.781   MT  0.99999180   +0 02 32.5
 TU1440;UTM  04      - 2,359,961.168   615,767.561   MT  0.99976561   +0 24 22.6
 TU1440
 TU1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1440!SPC HI 3     -   0.99999517  x   0.99999180  =   0.99998697
 TU1440!UTM  04      -   0.99999517  x   0.99976561  =   0.99976078
 TU1440
 TU1440:                Primary Azimuth Mark                     Grid Az
 TU1440:SPC HI 3     -  SALT LAKE RESET                          317 48 52.5
 TU1440:UTM  04      -  SALT LAKE RESET                          317 27 02.4
 TU1440
 TU1440|---------------------------------------------------------------------|
 TU1440| PID    Reference Object                     Distance      Geod. Az  |
 TU1440|                                                           dddmmss.s |
 TU1440| TU1392 SALT LAKE RESET                     APPROX. 3.8 KM 3175125.0 |
 TU1440|---------------------------------------------------------------------|
 TU1440
 TU1440                          SUPERSEDED SURVEY CONTROL
 TU1440
 TU1440  NAD 83(1986)-  21 20 16.58602(N)    157 53 00.99743(W) AD(       ) 3
 TU1440  OLD HI      -  21 20 27.98140(N)    157 53 10.87622(W) AD(       ) 3
 TU1440
 TU1440.Superseded values are not recommended for survey control.
 TU1440.NGS no longer adjusts projects to the OLD HI datum.
 TU1440.See file dsdata.txt to determine how the superseded data were derived.
 TU1440
 TU1440_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1576859961(NAD 83)
 TU1440_MARKER: Z = SEE DESCRIPTION
 TU1440_SETTING: 0 = UNSPECIFIED SETTING
 TU1440
 TU1440  HISTORY     - Date     Condition        Report By
 TU1440  HISTORY     - 1971     MONUMENTED       HIDT
 TU1440
 TU1440                          STATION DESCRIPTION
 TU1440
 TU1440'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971
 TU1440'STATION IS LOCATED IN KAHAUIKI DISTRICT, HONOLULU ON THE WEST
 TU1440'SIDE OF THE MIDDLE STREET OVERPASS OVER H-1 HIGHWAY, ON THE NORTH
 TU1440'SIDE OF H-1 HIGHWAY AND 0.5 OF A MILE NORTHEASTERLY FROM THE
 TU1440'NORTH SIDE OF THE KAMEHAMEHA HIGHWAY AND MIDDLE STREET
 TU1440'INTERSECTION.
 TU1440'
 TU1440'TO REACH STATION FROM THE INTERSECTION OF KAMEHAMEHA HIGHWAY
 TU1440'AND MIDDLE STREET GO NORTHEASTERLY ON MIDDLE STREET FOR 0.5 OF
 TU1440'A MILE TO THE NORTHWEST SIDE OF THE MIDDLE STREET OVERPASS OVER
 TU1440'H-1 HIGHWAY AT THE INTERSECTION OF MIDDLE AND KAUA
 TU1440'STREETS.  STATION IS ON THE WEST SIDE SIDEWALK OF THE OVERPASS
 TU1440'NEAR TO THE NORTH END.
 TU1440'
 TU1440'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-8E SET
 TU1440'IN THE CONCRETE SIDEWALK OF THE OVERPASS.  TIES FROM STATION
 TU1440'ARE--N NE 21.45 FT. TO AN ANGLE ON METAL GUARDRAIL, NE 32.45
 TU1440'FT. TO TRAFFIC LIGHT ON SW CORNER OF MIDDLE ST. AND KAUA
 TU1440'ST. INTERSECTION, 3.75 FT. TO EAST EDGE OF OVERPASS SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1442 ***********************************************************************
 TU1442  DESIGNATION -  STATE SURVEY 1 8F
 TU1442  PID         -  TU1442
 TU1442  STATE/COUNTY-  HI/HONOLULU
 TU1442  USGS QUAD   -  HONOLULU (1983)
 TU1442
 TU1442                         *CURRENT SURVEY CONTROL
 TU1442  ___________________________________________________________________
 TU1442* NAD 83(1993)-  21 20 35.37958(N)    157 53 22.93689(W)     ADJUSTED  
 TU1442* LOCAL TIDAL -        17.     (meters)      56.     (feet)  SCALED    
 TU1442  ___________________________________________________________________
 TU1442  EPOCH DATE  -        1993.62
 TU1442  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 TU1442  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1442
 TU1442  HORZ ORDER  -  THIRD
 TU1442
 TU1442.The horizontal coordinates were established by classical geodetic methods
 TU1442.and adjusted by the National Geodetic Survey in December 1998..
 TU1442.The horizontal coordinates are valid at the epoch date displayed above.
 TU1442.The epoch date for horizontal control is a decimal equivalence
 TU1442.of Year/Month/Day.
 TU1442
 TU1442.The orthometric height was scaled from a topographic map.
 TU1442
 TU1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1442
 TU1442.The geoid height was determined by GEOID03.
 TU1442
 TU1442;                    North         East     Units Scale Factor Converg.
 TU1442;SPC HI 3     -    19,545.327   511,440.923   MT  0.99999162   +0 02 24.5
 TU1442;UTM  04      - 2,360,533.008   615,131.201   MT  0.99976379   +0 24 14.9
 TU1442
 TU1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1442!SPC HI 3     -   0.99999485  x   0.99999162  =   0.99998647
 TU1442!UTM  04      -   0.99999485  x   0.99976379  =   0.99975864
 TU1442
 TU1442|---------------------------------------------------------------------|
 TU1442| PID    Reference Object                     Distance      Geod. Az  |
 TU1442|                                                           dddmmss.s |
 TU1442| TU1444 AHUA OVERPASS                       354.352 METERS 28941     |
 TU1442| TU1392 SALT LAKE RESET                     APPROX. 2.9 KM 3192721.0 |
 TU1442|---------------------------------------------------------------------|
 TU1442
 TU1442                          SUPERSEDED SURVEY CONTROL
 TU1442
 TU1442  NAD 83(1986)-  21 20 35.32907(N)    157 53 22.94633(W) AD(       ) 3
 TU1442  OLD HI      -  21 20 46.72487(N)    157 53 32.82572(W) AD(       ) 3
 TU1442
 TU1442.Superseded values are not recommended for survey control.
 TU1442.NGS no longer adjusts projects to the OLD HI datum.
 TU1442.See file dsdata.txt to determine how the superseded data were derived.
 TU1442
 TU1442_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1513160533(NAD 83)
 TU1442_MARKER: Z = SEE DESCRIPTION
 TU1442_SETTING: 0 = UNSPECIFIED SETTING
 TU1442
 TU1442  HISTORY     - Date     Condition        Report By
 TU1442  HISTORY     - 1971     MONUMENTED       HIDT
 TU1442
 TU1442                          STATION DESCRIPTION
 TU1442
 TU1442'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971
 TU1442'STATION IS LOCATED IN MOANALUA DISTRICT, HONOLULU ON THE
 TU1442'NORTH SIDE OF THE H-1 HIGHWAY, 0.5 OF A MILE NORTHWESTERLY FROM
 TU1442'THE MIDDLE STREET OVERPASS OVER H-1 HIGHWAY AND ALSO MIDDLE
 TU1442'STREET - KAUA STREET INTERSECTION.
 TU1442'
 TU1442'TO REACH STATION FROM THE INTERSECTION OF KAMEHAMEHA HIGHWAY
 TU1442'AND MIDDLE STREET GO NORTHEASTERLY ON MIDDLE STREET FOR 0.5 OF
 TU1442'A MILE TO THE MIDDLE STREET OVERPASS OVER H-1 HIGHWAY AND ALSO
 TU1442'THE MIDDLE STREET - KAUA STREET INTERSECTION.  TURN LEFT INTO KAUA
 TU1442'STREET AND PROCEED 0.5 OF A MILE NORTHWESTERLY ON KAUA STREET
 TU1442'TO THE STATION WHICH IS ON THE STRIP OF LAND ON THE LEFT
 TU1442'SEPARATING KAUA STREET AND THE H-1 HIGHWAY JUST BEFORE KAUA
 TU1442'STREET - ALA MAHAMOE STREET INTERSECTION.
 TU1442'
 TU1442'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-8F
 TU1442'SET IN CONCRETE MONUMENT LEVEL WITH THE GROUND.  TIES FROM
 TU1442'STATION ARE--S 17.0 FT. TO THE TOP OF CUT H-1 HIGHWAY, NW 15.3
 TU1442'FT. TO A MANGO TREE, N 46.2 FT. TO THE SOUTH EDGE OF KAUA ST., N
 TU1442'NE 54.2 FT. TO FIRE HYDRANT NO. 2214.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1307 ***********************************************************************
 TU1307  DESIGNATION -  STATE SURVEY 1 9 1969
 TU1307  PID         -  TU1307
 TU1307  STATE/COUNTY-  HI/HONOLULU
 TU1307  USGS QUAD   -  HONOLULU (1983)
 TU1307
 TU1307                         *CURRENT SURVEY CONTROL
 TU1307  ___________________________________________________________________
 TU1307* NAD 83(1993)-  21 18 53.03613(N)    157 51 50.71885(W)     ADJUSTED  
 TU1307* LOCAL TIDAL -         1.     (meters)       3.     (feet)  VERT ANG  
 TU1307  ___________________________________________________________________
 TU1307  EPOCH DATE  -        1993.62
 TU1307  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 TU1307  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1307
 TU1307  HORZ ORDER  -  SECOND
 TU1307
 TU1307.The horizontal coordinates were established by classical geodetic methods
 TU1307.and adjusted by the National Geodetic Survey in December 1998..
 TU1307.The horizontal coordinates are valid at the epoch date displayed above.
 TU1307.The epoch date for horizontal control is a decimal equivalence
 TU1307.of Year/Month/Day.
 TU1307
 TU1307.The orthometric height was determined by vertical angle observations.
 TU1307.No vertical observational check was made to the station.
 TU1307
 TU1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1307
 TU1307.The geoid height was determined by GEOID03.
 TU1307
 TU1307;                    North         East     Units Scale Factor Converg.
 TU1307;SPC HI 3     -    16,399.763   514,100.800   MT  0.99999246   +0 02 57.8
 TU1307;UTM  04      - 2,357,405.096   617,810.394   MT  0.99977151   +0 24 46.6
 TU1307
 TU1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1307!SPC HI 3     -   0.99999738  x   0.99999246  =   0.99998984
 TU1307!UTM  04      -   0.99999738  x   0.99977151  =   0.99976889
 TU1307
 TU1307                          SUPERSEDED SURVEY CONTROL
 TU1307
 TU1307  NAD 83(1986)-  21 18 52.98558(N)    157 51 50.72820(W) AD(       ) 2
 TU1307  OLD HI      -  21 19 04.37806(N)    157 52 00.60374(W) AD(       ) 2
 TU1307
 TU1307.Superseded values are not recommended for survey control.
 TU1307.NGS no longer adjusts projects to the OLD HI datum.
 TU1307.See file dsdata.txt to determine how the superseded data were derived.
 TU1307
 TU1307_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1781057405(NAD 83)
 TU1307_MARKER: Z = SEE DESCRIPTION
 TU1307_SETTING: 0 = UNSPECIFIED SETTING
 TU1307
 TU1307  HISTORY     - Date     Condition        Report By
 TU1307  HISTORY     - 1969     MONUMENTED       CGS
 TU1307
 TU1307                          STATION DESCRIPTION
 TU1307
 TU1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1307'STATION IS LOCATED IN DOWNTOWN HONLULU AT THE WEST SIDE OF AALA
 TU1307'PARK, THE EAST SIDE OF NORTH KING STREET, AND PLACED 14.66
 TU1307'FT. FROM CURB ABOUT ON LINE WITH PROLONGATION OF THE CURB LINE
 TU1307'ON THE SOUTH SIDE OF IWILEI ROAD.
 TU1307'
 TU1307'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 1-9 1969
 TU1307'CEMENTED IN DRILL HOLE IN PEBBLE-IMBEDDED CONCRETE PAVEMENT OF
 TU1307'THE PARK.  TIES FROM STATION ARE--W. 4.96 FT. TO ARROW IN INNER
 TU1307'EDGE OF SIDEWALK, SE 6.61 FT. TO CROSS IN IRON RIM OF GAS MANHOLE,
 TU1307'SW 18.5 TO HYDRANT NO. 315 AND NW 34.4 FT. TO TRAFFIC AND
 TU1307'LIGHT POLE.
 TU1307'
 TU1307'GEODIMETER CONNECTION WAS MADE BETWEEN PUNCHBOWL 1873 1928 AND
 TU1307'STATE SURVEY 1-9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1228 ***********************************************************************
 TU1228  DESIGNATION -  STATE SURVEY 2 11 1969
 TU1228  PID         -  TU1228
 TU1228  STATE/COUNTY-  HI/HONOLULU
 TU1228  USGS QUAD   -  HONOLULU (1983)
 TU1228
 TU1228                         *CURRENT SURVEY CONTROL
 TU1228  ___________________________________________________________________
 TU1228* NAD 83(1993)-  21 16 39.86571(N)    157 50 01.67959(W)     ADJUSTED  
 TU1228* LOCAL TIDAL -         0.     (meters)       0.     (feet)  VERT ANG  
 TU1228  ___________________________________________________________________
 TU1228  EPOCH DATE  -        1993.62
 TU1228  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 TU1228  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU1228
 TU1228  HORZ ORDER  -  SECOND
 TU1228
 TU1228.The horizontal coordinates were established by classical geodetic methods
 TU1228.and adjusted by the National Geodetic Survey in December 1998..
 TU1228.The horizontal coordinates are valid at the epoch date displayed above.
 TU1228.The epoch date for horizontal control is a decimal equivalence
 TU1228.of Year/Month/Day.
 TU1228
 TU1228.The orthometric height was determined by vertical angle observations.
 TU1228.No vertical observational check was made to the station.
 TU1228
 TU1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1228
 TU1228.The geoid height was determined by GEOID03.
 TU1228
 TU1228;                    North         East     Units Scale Factor Converg.
 TU1228;SPC HI 3     -    12,307.039   517,247.570   MT  0.99999367   +0 03 37.1
 TU1228;UTM  04      - 2,353,333.287   620,982.359   MT  0.99978087   +0 25 23.7
 TU1228
 TU1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1228!SPC HI 3     -   0.99999756  x   0.99999367  =   0.99999123
 TU1228!UTM  04      -   0.99999756  x   0.99978087  =   0.99977843
 TU1228
 TU1228                          SUPERSEDED SURVEY CONTROL
 TU1228
 TU1228  NAD 83(1986)-  21 16 39.81527(N)    157 50 01.68895(W) AD(       ) 2
 TU1228  OLD HI      -  21 16 51.20233(N)    157 50 11.55974(W) AD(       ) 2
 TU1228
 TU1228.Superseded values are not recommended for survey control.
 TU1228.NGS no longer adjusts projects to the OLD HI datum.
 TU1228.See file dsdata.txt to determine how the superseded data were derived.
 TU1228
 TU1228_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2098253333(NAD 83)
 TU1228_MARKER: Z = SEE DESCRIPTION
 TU1228_SETTING: 0 = UNSPECIFIED SETTING
 TU1228
 TU1228  HISTORY     - Date     Condition        Report By
 TU1228  HISTORY     - 1969     MONUMENTED       CGS
 TU1228  HISTORY     - 20030722 MARK NOT FOUND   USPSQD
 TU1228
 TU1228                          STATION DESCRIPTION
 TU1228
 TU1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1228'STATION IS LOCATED ON THE BEACH OF WAIKIKI ON 6-FT. WIDE CONCRETE
 TU1228'DRAIN, EXTENDING 85 FT. INTO THE SEA, AT THE END OF SARATOGA
 TU1228'ROAD, BETWEEN FORT DE RUSSEY AND THE WAIKIKI SHORES (HOTEL).
 TU1228'
 TU1228'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 2-11 1969
 TU1228'CEMENTED IN DRILL HOLE IN THE MIDDLE OF AND 7.5 FT FROM THE
 TU1228'SEAWARD END OF CONCRETE DRAIN.  TIES FROM STATION ARE TO CROSSES
 TU1228'CUT IN CONCRETE DRAIN--NE 41.00 FT., SW 6.31 FT. AND SE 2.60 FT.
 TU1228'
 TU1228'NOTE--STATION IS SLIGHTLY AWASH BY WAVE ACTION DURING HIGH TIDE.
 TU1228'
 TU1228'GEODIMETER CONNECTION WAS MADE BETWEEN MAJIC ISLAND 1969 AND
 TU1228'STATE SURVEY 2-11 1969
 TU1228
 TU1228                          STATION RECOVERY (2003)
 TU1228
 TU1228'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU1228'MARK IS PROBABLY INTACT UNDER THE SAND.  THE CONCRETE DRAIN HAS BEEN
 TU1228'EXTENDED FARTHER INTO THE SEA AND SAND HAS BEEN HAULED IN COVERING THE
 TU1228'ORIGINAL PORTION OF THE CONCRETE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1207 ***********************************************************************
 TU1207  DESIGNATION -  STATE SURVEY 2 12 1969
 TU1207  PID         -  TU1207
 TU1207  STATE/COUNTY-  HI/HONOLULU
 TU1207  USGS QUAD   -  HONOLULU (1983)
 TU1207
 TU1207                         *CURRENT SURVEY CONTROL
 TU1207  ___________________________________________________________________
 TU1207* NAD 83(1993)-  21 16 30.52964(N)    157 49 05.17525(W)     ADJUSTED  
 TU1207* LOCAL TIDAL -         1.     (meters)       3.     (feet)  VERT ANG  
 TU1207  ___________________________________________________________________
 TU1207  EPOCH DATE  -        1993.62
 TU1207  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 TU1207  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1207
 TU1207  HORZ ORDER  -  SECOND
 TU1207
 TU1207.The horizontal coordinates were established by classical geodetic methods
 TU1207.and adjusted by the National Geodetic Survey in December 1998..
 TU1207.The horizontal coordinates are valid at the epoch date displayed above.
 TU1207.The epoch date for horizontal control is a decimal equivalence
 TU1207.of Year/Month/Day.
 TU1207
 TU1207.The orthometric height was determined by vertical angle observations.
 TU1207.No vertical observational check was made to the station.
 TU1207
 TU1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1207
 TU1207.The geoid height was determined by GEOID03.
 TU1207
 TU1207;                    North         East     Units Scale Factor Converg.
 TU1207;SPC HI 3     -    12,021.699   518,876.735   MT  0.99999440   +0 03 57.6
 TU1207;UTM  04      - 2,353,058.330   622,612.955   MT  0.99978578   +0 25 44.0
 TU1207
 TU1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1207!SPC HI 3     -   0.99999740  x   0.99999440  =   0.99999180
 TU1207!UTM  04      -   0.99999740  x   0.99978578  =   0.99978318
 TU1207
 TU1207                          SUPERSEDED SURVEY CONTROL
 TU1207
 TU1207  NAD 83(1986)-  21 16 30.47899(N)    157 49 05.18446(W) AD(       ) 2
 TU1207  OLD HI      -  21 16 41.86886(N)    157 49 15.05511(W) AD(       ) 2
 TU1207
 TU1207.Superseded values are not recommended for survey control.
 TU1207.NGS no longer adjusts projects to the OLD HI datum.
 TU1207.See file dsdata.txt to determine how the superseded data were derived.
 TU1207
 TU1207_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2261353058(NAD 83)
 TU1207
 TU1207  HISTORY     - Date     Condition        Report By
 TU1207  HISTORY     - 1969     MONUMENTED       CGS
 TU1207
 TU1207                          STATION DESCRIPTION
 TU1207
 TU1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1207'SEE STATION WAIKIKI 3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1215 ***********************************************************************
 TU1215  DESIGNATION -  STATE SURVEY 2 2 1969
 TU1215  PID         -  TU1215
 TU1215  STATE/COUNTY-  HI/HONOLULU
 TU1215  USGS QUAD   -  HONOLULU (1983)
 TU1215
 TU1215                         *CURRENT SURVEY CONTROL
 TU1215  ___________________________________________________________________
 TU1215* NAD 83(1993)-  21 17 14.45675(N)    157 49 25.18336(W)     ADJUSTED  
 TU1215* LOCAL TIDAL -         1.     (meters)       3.     (feet)  VERT ANG  
 TU1215  ___________________________________________________________________
 TU1215  EPOCH DATE  -        1993.62
 TU1215  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 TU1215  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1215
 TU1215  HORZ ORDER  -  SECOND
 TU1215
 TU1215.The horizontal coordinates were established by classical geodetic methods
 TU1215.and adjusted by the National Geodetic Survey in December 1998..
 TU1215.The horizontal coordinates are valid at the epoch date displayed above.
 TU1215.The epoch date for horizontal control is a decimal equivalence
 TU1215.of Year/Month/Day.
 TU1215
 TU1215.The orthometric height was determined by vertical angle observations.
 TU1215.No vertical observational check was made to the station.
 TU1215
 TU1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1215
 TU1215.The geoid height was determined by GEOID03.
 TU1215
 TU1215;                    North         East     Units Scale Factor Converg.
 TU1215;SPC HI 3     -    13,372.047   518,298.447   MT  0.99999414   +0 03 50.5
 TU1215;UTM  04      - 2,354,404.705   622,026.247   MT  0.99978400   +0 25 37.6
 TU1215
 TU1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1215!SPC HI 3     -   0.99999739  x   0.99999414  =   0.99999153
 TU1215!UTM  04      -   0.99999739  x   0.99978400  =   0.99978139
 TU1215
 TU1215                          SUPERSEDED SURVEY CONTROL
 TU1215
 TU1215  NAD 83(1986)-  21 17 14.40613(N)    157 49 25.19257(W) AD(       ) 2
 TU1215  OLD HI      -  21 17 25.79696(N)    157 49 35.06530(W) AD(       ) 2
 TU1215
 TU1215.Superseded values are not recommended for survey control.
 TU1215.NGS no longer adjusts projects to the OLD HI datum.
 TU1215.See file dsdata.txt to determine how the superseded data were derived.
 TU1215
 TU1215_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2202654405(NAD 83)
 TU1215_MARKER: Z = SEE DESCRIPTION
 TU1215_SETTING: 0 = UNSPECIFIED SETTING
 TU1215
 TU1215  HISTORY     - Date     Condition        Report By
 TU1215  HISTORY     - 1969     MONUMENTED       CGS
 TU1215
 TU1215                          STATION DESCRIPTION
 TU1215
 TU1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1215'STATION IS LOCATED IN THE MOILIILI DISTRICT OF HONOLULU AT THE
 TU1215'INTERSECTION OF KAPIOLANI BOULEVARD, DATE AND KAMOKU STREETS.
 TU1215'
 TU1215'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 2-2 1969
 TU1215'IN CONCRETE MONUMENT IN TRAFFIC ISLAND AT THE SOUTHERLY CORNER
 TU1215'OF INTERSECTION, AT THE RIGHT TURN LANE FROM KAMOKU STREET INTO
 TU1215'DATE STREET.  THE TOP OF MONUMENT IS A FOOT SQUARE AND FLUSH WITH
 TU1215'GROUND LEVEL.  TIES FROM THE STATION ARE--SW 56.88 FT. TO A + ON
 TU1215'THE CONCRETE SIDEWALK, SAID 2 + 2 BEING ON LINE WITH WAAHILA
 TU1215'1928 1969.  S 24.03 FT. TO A + ON THE CONCRETE CURB, SAID +
 TU1215'BEING ON LINE WITH A STREET SURVEY MONUMENT AT THE
 TU1215'INTERSECTION OF KAPIOLANI BOULEVARD, DATE AND KAMOKU
 TU1215'STREETS.
 TU1215'
 TU1215'SUB-SURFACE MARK IS IDENTICAL WITH STATION MARK, IN CONCRETE
 TU1215'MONUMENT 3 FT. 10 IN. BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU1215'MONUMENT BY A LAYER OF SAND.
 TU1215'
 TU1215'GEODIMETER CONNECTION WAS MADE BETWEEN WAAHILA 1928 1969 AND
 TU1215'STATE SURVEY 2-2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1261 ***********************************************************************
 TU1261  DESIGNATION -  STATE SURVEY 2 3 1969
 TU1261  PID         -  TU1261
 TU1261  STATE/COUNTY-  HI/HONOLULU
 TU1261  USGS QUAD   -  HONOLULU (1983)
 TU1261
 TU1261                         *CURRENT SURVEY CONTROL
 TU1261  ___________________________________________________________________
 TU1261* NAD 83(1993)-  21 17 47.49992(N)    157 50 59.84122(W)     ADJUSTED  
 TU1261* LOCAL TIDAL -         1.     (meters)       3.     (feet)  VERT ANG  
 TU1261  ___________________________________________________________________
 TU1261  EPOCH DATE  -        1993.62
 TU1261  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 TU1261  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1261
 TU1261  HORZ ORDER  -  SECOND
 TU1261
 TU1261.The horizontal coordinates were established by classical geodetic methods
 TU1261.and adjusted by the National Geodetic Survey in December 1998..
 TU1261.The horizontal coordinates are valid at the epoch date displayed above.
 TU1261.The epoch date for horizontal control is a decimal equivalence
 TU1261.of Year/Month/Day.
 TU1261
 TU1261.The orthometric height was determined by vertical angle observations.
 TU1261.No vertical observational check was made to the station.
 TU1261
 TU1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1261
 TU1261.The geoid height was determined by GEOID03.
 TU1261
 TU1261;                    North         East     Units Scale Factor Converg.
 TU1261;SPC HI 3     -    14,385.487   515,568.984   MT  0.99999299   +0 03 16.2
 TU1261;UTM  04      - 2,355,400.611   619,290.999   MT  0.99977585   +0 25 03.9
 TU1261
 TU1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1261!SPC HI 3     -   0.99999739  x   0.99999299  =   0.99999038
 TU1261!UTM  04      -   0.99999739  x   0.99977585  =   0.99977324
 TU1261
 TU1261                          SUPERSEDED SURVEY CONTROL
 TU1261
 TU1261  NAD 83(1986)-  21 17 47.44928(N)    157 50 59.85053(W) AD(       ) 2
 TU1261  OLD HI      -  21 17 58.83946(N)    157 51 09.72383(W) AD(       ) 2
 TU1261
 TU1261.Superseded values are not recommended for survey control.
 TU1261.NGS no longer adjusts projects to the OLD HI datum.
 TU1261.See file dsdata.txt to determine how the superseded data were derived.
 TU1261
 TU1261_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1929155401(NAD 83)
 TU1261_MARKER: Z = SEE DESCRIPTION
 TU1261_SETTING: 0 = UNSPECIFIED SETTING
 TU1261
 TU1261  HISTORY     - Date     Condition        Report By
 TU1261  HISTORY     - 1969     MONUMENTED       CGS
 TU1261  HISTORY     - 20040213 GOOD             GEOCAC
 TU1261
 TU1261                          STATION DESCRIPTION
 TU1261
 TU1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1261'STATION IS LOCATED ON THE SOUTHSIDE OF MC KINLEY HIGH SCHOOLS
 TU1261'ATHLETIC FIELD, ON SIDEWALK ON THE NORTHSIDE OF KAPIOLANI BOULEVARD,
 TU1261'BETWEEN PENSACOLA STREET AND HONOLULU INTERNATIONAL CENTER.  THE
 TU1261'STATION IS OPPOSITE THE KODAK OF HAWAII BUILDING AND KAMAKEE
 TU1261'STREET AND 15.0 FT. NW OF A MONKEY POD TREE.
 TU1261'
 TU1261'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 2-3 1969
 TU1261'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK.  TIES FROM STATION
 TU1261'ARE--NE 15.61 FT. TO CROSS IN SIDEWALK ON LINE TO WAAHILA 1928
 TU1261'1969, SW 147.88 FT. TO CROSS IN CONCRETE SIDEWALK FRONTING KODAK OF
 TU1261'HAWAII AND ON THE SAME LINE, S 5.32 FT. AND 40.41 FT. TO
 TU1261'CROSS IN CURB AND TO CITY ST. SURVEY MONUMENT AND ON LINE
 TU1261'WITH PUNCHBOWL 1873 1928.
 TU1261'
 TU1261'GEODIMETER CONNECTION WAS MADE BETWEEN PUNCHBOWL 1873 1928 AND
 TU1261'STATE SURVEY 2-3 1969.
 TU1261
 TU1261                          STATION RECOVERY (2004)
 TU1261
 TU1261'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU1261'SIDEWALK MAY HAVE BEEN MOVED.  MARK IS LOCATED BETWEEN THE SIDEWALK
 TU1261'AND KAPIOLANI BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1260 ***********************************************************************
 TU1260  DESIGNATION -  STATE SURVEY 2 4 1969
 TU1260  PID         -  TU1260
 TU1260  STATE/COUNTY-  HI/HONOLULU
 TU1260  USGS QUAD   -  HONOLULU (1983)
 TU1260
 TU1260                         *CURRENT SURVEY CONTROL
 TU1260  ___________________________________________________________________
 TU1260* NAD 83(1993)-  21 18 06.85524(N)    157 50 58.54658(W)     ADJUSTED  
 TU1260* LOCAL TIDAL -         3.     (meters)      10.     (feet)  VERT ANG  
 TU1260  ___________________________________________________________________
 TU1260  EPOCH DATE  -        1993.62
 TU1260  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 TU1260  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1260
 TU1260  HORZ ORDER  -  SECOND
 TU1260
 TU1260.The horizontal coordinates were established by classical geodetic methods
 TU1260.and adjusted by the National Geodetic Survey in December 1998..
 TU1260.The horizontal coordinates are valid at the epoch date displayed above.
 TU1260.The epoch date for horizontal control is a decimal equivalence
 TU1260.of Year/Month/Day.
 TU1260
 TU1260.The orthometric height was determined by vertical angle observations.
 TU1260.No vertical observational check was made to the station.
 TU1260
 TU1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1260
 TU1260.The geoid height was determined by GEOID03.
 TU1260
 TU1260;                    North         East     Units Scale Factor Converg.
 TU1260;SPC HI 3     -    14,980.806   515,605.732   MT  0.99999301   +0 03 16.7
 TU1260;UTM  04      - 2,355,996.023   619,323.965   MT  0.99977594   +0 25 04.7
 TU1260
 TU1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1260!SPC HI 3     -   0.99999707  x   0.99999301  =   0.99999008
 TU1260!UTM  04      -   0.99999707  x   0.99977594  =   0.99977301
 TU1260
 TU1260                          SUPERSEDED SURVEY CONTROL
 TU1260
 TU1260  NAD 83(1986)-  21 18 06.80462(N)    157 50 58.55590(W) AD(       ) 2
 TU1260  OLD HI      -  21 18 18.19582(N)    157 51 08.42988(W) AD(       ) 2
 TU1260
 TU1260.Superseded values are not recommended for survey control.
 TU1260.NGS no longer adjusts projects to the OLD HI datum.
 TU1260.See file dsdata.txt to determine how the superseded data were derived.
 TU1260
 TU1260_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1932455996(NAD 83)
 TU1260_MARKER: Z = SEE DESCRIPTION
 TU1260_SETTING: 0 = UNSPECIFIED SETTING
 TU1260
 TU1260  HISTORY     - Date     Condition        Report By
 TU1260  HISTORY     - 1969     MONUMENTED       CGS
 TU1260
 TU1260                          STATION DESCRIPTION
 TU1260
 TU1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1260'STATION IS LOCATED IN DOWNTOWN HONOLULU, ON THE SOUTHEAST SIDE OF
 TU1260'THE INTERSECTION OF SOUTH KING AND WARD STREETS.
 TU1260'
 TU1260'STATION MARK IS A STANDARD STATE SURVEY DISK, STAMPED 2-4 1969,
 TU1260'CEMENTED IN DRILL HOLE IN CONCRETE SIDEWALK, ON THE SOUTH SIDE OF
 TU1260'THOMAS SQUARE, THE NORTH SIDE OF SOUTH KING STREET AND OPPOSITE
 TU1260'THE HONOLULU CONCERT HALL.  TIES FROM THE STATION MARK ARE--86.95
 TU1260'FEET TO A + IN CONCRETE SIDEWALK, NEAR ENTRANCE TO HONOLULU
 TU1260'CONCERT HALL, ON THE SOUTH SIDE OF SOUTH KING STREET, 53.32 FEET
 TU1260'TO A + IN CONCRETE SIDEWALK ON THE WEST SIDE, 84.72 FEET TO A
 TU1260'+ IN CONCRETE SIDEWALK ON THE EAST SIDE AND 31.3 FEET TO FIRE
 TU1260'HYDRANT NO. 751 ON THE WEST SIDE.
 TU1260'
 TU1260'GEODIMETER CONNECTION WAS MADE BETWEEN PUNCHBOWL 1873-1928
 TU1260'AND STATE SURVEY 2-4 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1202 ***********************************************************************
 TU1202  DESIGNATION -  STATE SURVEY 2 8 1969
 TU1202  PID         -  TU1202
 TU1202  STATE/COUNTY-  HI/HONOLULU
 TU1202  USGS QUAD   -  HONOLULU (1983)
 TU1202
 TU1202                         *CURRENT SURVEY CONTROL
 TU1202  ___________________________________________________________________
 TU1202* NAD 83(1993)-  21 18 55.17405(N)    157 48 42.47360(W)     ADJUSTED  
 TU1202* LOCAL TIDAL -        62.     (meters)     203.     (feet)  VERT ANG  
 TU1202  ___________________________________________________________________
 TU1202  EPOCH DATE  -        1993.62
 TU1202  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 TU1202  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU1202
 TU1202  HORZ ORDER  -  SECOND
 TU1202
 TU1202.The horizontal coordinates were established by classical geodetic methods
 TU1202.and adjusted by the National Geodetic Survey in December 1998..
 TU1202.The horizontal coordinates are valid at the epoch date displayed above.
 TU1202.The epoch date for horizontal control is a decimal equivalence
 TU1202.of Year/Month/Day.
 TU1202
 TU1202.The orthometric height was determined by vertical angle observations.
 TU1202.No vertical observational check was made to the station.
 TU1202
 TU1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1202
 TU1202.The geoid height was determined by GEOID03.
 TU1202
 TU1202;                    North         East     Units Scale Factor Converg.
 TU1202;SPC HI 3     -    16,471.094   519,525.853   MT  0.99999471   +0 04 06.3
 TU1202;UTM  04      - 2,357,510.825   623,233.725   MT  0.99978766   +0 25 55.1
 TU1202
 TU1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1202!SPC HI 3     -   0.99998776  x   0.99999471  =   0.99998247
 TU1202!UTM  04      -   0.99998776  x   0.99978766  =   0.99977542
 TU1202
 TU1202                          SUPERSEDED SURVEY CONTROL
 TU1202
 TU1202  NAD 83(1986)-  21 18 55.12364(N)    157 48 42.48271(W) AD(       ) 2
 TU1202  OLD HI      -  21 19 06.52090(N)    157 48 52.35853(W) AD(       ) 2
 TU1202
 TU1202.Superseded values are not recommended for survey control.
 TU1202.NGS no longer adjusts projects to the OLD HI datum.
 TU1202.See file dsdata.txt to determine how the superseded data were derived.
 TU1202
 TU1202_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2323457511(NAD 83)
 TU1202_MARKER: Z = SEE DESCRIPTION
 TU1202_SETTING: 0 = UNSPECIFIED SETTING
 TU1202
 TU1202  HISTORY     - Date     Condition        Report By
 TU1202  HISTORY     - 1969     MONUMENTED       CGS
 TU1202  HISTORY     - 20020111 GOOD             INDIV
 TU1202
 TU1202                          STATION DESCRIPTION
 TU1202
 TU1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1202'STATION IS LOCATED IN MANOA VALLEY, OPPOSITE THE WAIOLI TEA
 TU1202'ROOM, AT THE INTERSECTION OF MANOA ROAD, OAHU AND LOWREY AVENUES.
 TU1202'
 TU1202'STATION MARK IS A STANDARD STATE DISK STAMPED 2-8 1969 CEMENTED
 TU1202'IN DRILL HOLE IN CONCRETE SIDEWALK ON THE NORTHEAST SIDE OF THE
 TU1202'INTERSECTION AND ABOUT 40 FEET NORTH OF LOWREY AVENUE.  TIES FROM
 TU1202'THE STATION ARE.  S 32.60 FT. TO A CROSS IN INNER EDGE OF CONCRETE
 TU1202'SIDEWALK AND ON LINE WITH WAAHILA 1928 1969, NW 58.55 FT. TO
 TU1202'CROSS IN CONCRETE SIDEWALK ACROSS MANOA ROAD, N 35.67 FT. TO
 TU1202'CROSS IN OUTER EDGE OF CONCRETE SIDEWALK, S 68.33 FT. TO ARROW
 TU1202'IN CURB ON SOUTH SIDE OF LOWREY AVENUE.
 TU1202'
 TU1202'GEODIMETER CONNECTION WAS MADE BETWEEN WAAHILA 1928 1969 TO STATE
 TU1202'SURVEY 2-8
 TU1202
 TU1202                          STATION RECOVERY (2002)
 TU1202
 TU1202'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSD)
 TU1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1044 ***********************************************************************
 TU1044  DESIGNATION -  STATE SURVEY 3 10 1969
 TU1044  PID         -  TU1044
 TU1044  STATE/COUNTY-  HI/HONOLULU
 TU1044  USGS QUAD   -  KOKO HEAD (1983)
 TU1044
 TU1044                         *CURRENT SURVEY CONTROL
 TU1044  ___________________________________________________________________
 TU1044* NAD 83(1993)-  21 17 09.74131(N)    157 44 14.48356(W)     ADJUSTED  
 TU1044* LOCAL TIDAL -         7.     (meters)      23.     (feet)  VERT ANG  
 TU1044  ___________________________________________________________________
 TU1044  EPOCH DATE  -        1993.62
 TU1044  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 TU1044  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1044
 TU1044  HORZ ORDER  -  SECOND
 TU1044
 TU1044.The horizontal coordinates were established by classical geodetic methods
 TU1044.and adjusted by the National Geodetic Survey in December 1998..
 TU1044.The horizontal coordinates are valid at the epoch date displayed above.
 TU1044.The epoch date for horizontal control is a decimal equivalence
 TU1044.of Year/Month/Day.
 TU1044
 TU1044.The orthometric height was determined by vertical angle observations.
 TU1044.No vertical observational check was made to the station.
 TU1044
 TU1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1044
 TU1044.The geoid height was determined by GEOID03.
 TU1044
 TU1044;                    North         East     Units Scale Factor Converg.
 TU1044;SPC HI 3     -    13,239.476   527,254.580   MT  0.99999918   +0 05 43.2
 TU1044;UTM  04      - 2,354,328.908   630,981.260   MT  0.99981200   +0 27 30.4
 TU1044
 TU1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1044!SPC HI 3     -   0.99999645  x   0.99999918  =   0.99999563
 TU1044!UTM  04      -   0.99999645  x   0.99981200  =   0.99980845
 TU1044
 TU1044                          SUPERSEDED SURVEY CONTROL
 TU1044
 TU1044  NAD 83(1986)-  21 17 09.69079(N)    157 44 14.49179(W) AD(       ) 2
 TU1044  OLD HI      -  21 17 21.08739(N)    157 44 24.36205(W) AD(       ) 2
 TU1044
 TU1044.Superseded values are not recommended for survey control.
 TU1044.NGS no longer adjusts projects to the OLD HI datum.
 TU1044.See file dsdata.txt to determine how the superseded data were derived.
 TU1044
 TU1044_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3098154329(NAD 83)
 TU1044
 TU1044  HISTORY     - Date     Condition        Report By
 TU1044  HISTORY     - 1969     MONUMENTED       CGS
 TU1044
 TU1044                          STATION DESCRIPTION
 TU1044
 TU1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1044'SEE STATION KUPAUA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1196 ***********************************************************************
 TU1196  DESIGNATION -  STATE SURVEY 3 5 1969
 TU1196  PID         -  TU1196
 TU1196  STATE/COUNTY-  HI/HONOLULU
 TU1196  USGS QUAD   -  HONOLULU (1983)
 TU1196
 TU1196                         *CURRENT SURVEY CONTROL
 TU1196  ___________________________________________________________________
 TU1196* NAD 83(1993)-  21 15 54.99180(N)    157 48 04.69050(W)     ADJUSTED  
 TU1196* LOCAL TIDAL -       145.     (meters)     476.     (feet)  VERT ANG  
 TU1196  ___________________________________________________________________
 TU1196  EPOCH DATE  -        1993.62
 TU1196  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 TU1196  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU1196
 TU1196  HORZ ORDER  -  SECOND
 TU1196
 TU1196.The horizontal coordinates were established by classical geodetic methods
 TU1196.and adjusted by the National Geodetic Survey in December 1998..
 TU1196.The horizontal coordinates are valid at the epoch date displayed above.
 TU1196.The epoch date for horizontal control is a decimal equivalence
 TU1196.of Year/Month/Day.
 TU1196
 TU1196.The orthometric height was determined by vertical angle observations.
 TU1196.No vertical observational check was made to the station.
 TU1196
 TU1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1196
 TU1196.The geoid height was determined by GEOID03.
 TU1196
 TU1196;                    North         East     Units Scale Factor Converg.
 TU1196;SPC HI 3     -    10,930.814   520,621.718   MT  0.99999525   +0 04 19.4
 TU1196;UTM  04      - 2,351,978.740   624,364.450   MT  0.99979112   +0 26 05.3
 TU1196
 TU1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1196!SPC HI 3     -   0.99997478  x   0.99999525  =   0.99997003
 TU1196!UTM  04      -   0.99997478  x   0.99979112  =   0.99976591
 TU1196
 TU1196                          SUPERSEDED SURVEY CONTROL
 TU1196
 TU1196  NAD 83(1986)-  21 15 54.94149(N)    157 48 04.69942(W) AD(       ) 2
 TU1196  OLD HI      -  21 16 06.32957(N)    157 48 14.56834(W) AD(       ) 2
 TU1196
 TU1196.Superseded values are not recommended for survey control.
 TU1196.NGS no longer adjusts projects to the OLD HI datum.
 TU1196.See file dsdata.txt to determine how the superseded data were derived.
 TU1196
 TU1196_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2436451979(NAD 83)
 TU1196
 TU1196  HISTORY     - Date     Condition        Report By
 TU1196  HISTORY     - 1969     MONUMENTED       CGS
 TU1196
 TU1196                          STATION DESCRIPTION
 TU1196
 TU1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1196'SEE STATION DIAMOND HEAD 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1175 ***********************************************************************
 TU1175  DESIGNATION -  STATE SURVEY 3 6 1969
 TU1175  PID         -  TU1175
 TU1175  STATE/COUNTY-  HI/HONOLULU
 TU1175  USGS QUAD   -  KOKO HEAD (1983)
 TU1175
 TU1175                         *CURRENT SURVEY CONTROL
 TU1175  ___________________________________________________________________
 TU1175* NAD 83(1993)-  21 16 34.37838(N)    157 45 49.58564(W)     ADJUSTED  
 TU1175* LOCAL TIDAL -         3.11   (meters)      10.2    (feet)  LEVELING  
 TU1175  ___________________________________________________________________
 TU1175  EPOCH DATE  -        1993.62
 TU1175  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TU1175  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1175
 TU1175  HORZ ORDER  -  SECOND
 TU1175  VERT ORDER  -  THIRD ?
 TU1175
 TU1175.The horizontal coordinates were established by classical geodetic methods
 TU1175.and adjusted by the National Geodetic Survey in December 1998..
 TU1175.The horizontal coordinates are valid at the epoch date displayed above.
 TU1175.The epoch date for horizontal control is a decimal equivalence
 TU1175.of Year/Month/Day.
 TU1175
 TU1175.The orthometric height was determined by differential leveling.
 TU1175.The vertical network tie was performed by a horz. field party for horz.
 TU1175.obs reductions. Reset procedures were used to establish the elevation.
 TU1175
 TU1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1175
 TU1175.The geoid height was determined by GEOID03.
 TU1175
 TU1175;                    North         East     Units Scale Factor Converg.
 TU1175;SPC HI 3     -    12,147.534   524,514.871   MT  0.99999742   +0 05 08.6
 TU1175;UTM  04      - 2,353,219.842   628,249.045   MT  0.99980325   +0 26 55.1
 TU1175
 TU1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1175!SPC HI 3     -   0.99999706  x   0.99999742  =   0.99999448
 TU1175!UTM  04      -   0.99999706  x   0.99980325  =   0.99980032
 TU1175
 TU1175                          SUPERSEDED SURVEY CONTROL
 TU1175
 TU1175  NAD 83(1986)-  21 16 34.32779(N)    157 45 49.59410(W) AD(       ) 2
 TU1175  OLD HI      -  21 16 45.72123(N)    157 45 59.46386(W) AD(       ) 2
 TU1175
 TU1175.Superseded values are not recommended for survey control.
 TU1175.NGS no longer adjusts projects to the OLD HI datum.
 TU1175.See file dsdata.txt to determine how the superseded data were derived.
 TU1175
 TU1175_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2824953220(NAD 83)
 TU1175_MARKER: Z = SEE DESCRIPTION
 TU1175_SETTING: 0 = UNSPECIFIED SETTING
 TU1175
 TU1175  HISTORY     - Date     Condition        Report By
 TU1175  HISTORY     - 1969     MONUMENTED       CGS
 TU1175
 TU1175                          STATION DESCRIPTION
 TU1175
 TU1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1175'STATION IS LOCATED IN WAIALAE-IKI, AT THE INTERSECTION OF
 TU1175'KALANIANAOLE HIGHWAY AND WAA STREET, 0.8 MILE EAST OF THE MAIN
 TU1175'ENTRANCE TO KALANI HIGH SCHOOL (KALANIKI STREET AND
 TU1175'KALANIANAOLE HIGHWAY).
 TU1175'
 TU1175'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 3-6 1969
 TU1175'CEMENTED IN DRILL HOLE IN EAST END OF CONCRETE PORTION OF
 TU1175'MEDIAL STRIP OF KALANIANAOLE HIGHWAY, ON THE WEST SIDE OF ITS
 TU1175'INTERSECTION WITH WAA STREET.  TIES FROM STATION ARE--E 15.5
 TU1175'FT. TO END OF MEDIAL STRIP, SE 62.7 FT. TO ELECT. POLE AND S 2.5
 TU1175'FT TO EDGE OF MEDIAL STRIP.
 TU1175'
 TU1175'GEODIMETER CONNECTION WAS MADE BETWEEN WAILUPE 1928 AND STATE
 TU1175'SURVEY 3-6.
 TU1175'
 TU1175'THIS STATION IS ALSO BENCH MARK 3-6 (SS) OF THE 1969 FIRST
 TU1175'ORDER LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1109 ***********************************************************************
 TU1109  DESIGNATION -  STATE SURVEY 4 12 1969
 TU1109  PID         -  TU1109
 TU1109  STATE/COUNTY-  HI/HONOLULU
 TU1109  USGS QUAD   -  KANEOHE (1983)
 TU1109
 TU1109                         *CURRENT SURVEY CONTROL
 TU1109  ___________________________________________________________________
 TU1109* NAD 83(1993)-  21 22 51.71724(N)    157 48 41.99663(W)     ADJUSTED  
 TU1109* LOCAL TIDAL -       207.     (meters)     679.     (feet)  VERT ANG  
 TU1109  ___________________________________________________________________
 TU1109  EPOCH DATE  -        1993.62
 TU1109  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 TU1109  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU1109
 TU1109  HORZ ORDER  -  SECOND
 TU1109
 TU1109.The horizontal coordinates were established by classical geodetic methods
 TU1109.and adjusted by the National Geodetic Survey in December 1998..
 TU1109.The horizontal coordinates are valid at the epoch date displayed above.
 TU1109.The epoch date for horizontal control is a decimal equivalence
 TU1109.of Year/Month/Day.
 TU1109
 TU1109.The orthometric height was determined by vertical angle observations.
 TU1109.No vertical observational check was made to the station.
 TU1109
 TU1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1109
 TU1109.The geoid height was determined by GEOID03.
 TU1109
 TU1109;                    North         East     Units Scale Factor Converg.
 TU1109;SPC HI 3     -    23,746.188   519,530.894   MT  0.99999471   +0 04 07.2
 TU1109;UTM  04      - 2,364,784.297   623,192.544   MT  0.99978754   +0 25 59.8
 TU1109
 TU1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1109!SPC HI 3     -   0.99996493  x   0.99999471  =   0.99995964
 TU1109!UTM  04      -   0.99996493  x   0.99978754  =   0.99975247
 TU1109
 TU1109                          SUPERSEDED SURVEY CONTROL
 TU1109
 TU1109  NAD 83(1986)-  21 22 51.66676(N)    157 48 42.00503(W) AD(       ) 2
 TU1109  OLD HI      -  21 23 03.07825(N)    157 48 51.88549(W) AD(       ) 2
 TU1109
 TU1109.Superseded values are not recommended for survey control.
 TU1109.NGS no longer adjusts projects to the OLD HI datum.
 TU1109.See file dsdata.txt to determine how the superseded data were derived.
 TU1109
 TU1109_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2319364784(NAD 83)
 TU1109_MARKER: DD = SURVEY DISK
 TU1109_SETTING: 0 = UNSPECIFIED SETTING
 TU1109
 TU1109  HISTORY     - Date     Condition        Report By
 TU1109  HISTORY     - 1969     MONUMENTED       CGS
 TU1109  HISTORY     - 1983     GOOD             USCG
 TU1109
 TU1109                          STATION DESCRIPTION
 TU1109
 TU1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1109'STATION IS LOCATED IN KANEOHE DISTRICT ON THE EASTERLY SIDE
 TU1109'OF LIKELIKE HIGHWAY ABOUT 300 FEET NORTH OF THE WILSON TUNNEL
 TU1109'NORTH PORTAL.
 TU1109'
 TU1109'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 4-12
 TU1109'1969=WILSON AND PLACED IN CENTER OF A THREE-FOURTHS INCH PIPE
 TU1109'MARKING THE STATE HIGHWAYS DIVISION STATION WILSON AND REINFORCED
 TU1109'WITH A FOOT-SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE
 TU1109'GROUND LEVEL.  TIES FROM STATION ARE--S.W. 91.8 FT. TO ELECTRIC
 TU1109'EYE HEIGHT CHECK DEVICE.  N.W. 55.0 FT. TO LIGHT POLE.  W. 12.0
 TU1109'FT. TO EDGE OF PAVEMENT.  E. 3.0 FT. TO TOP OF BANK.
 TU1109'
 TU1109'GEODIMETER CONNECTION WAS MADE BETWEEN RED DIRT AND STATE SURVEY
 TU1109'4-12.
 TU1109
 TU1109                          STATION RECOVERY (1983)
 TU1109
 TU1109'RECOVERY NOTE BY US COAST GUARD 1983 (MMB)
 TU1109'4-12 1969 RECOVERED GOOD.
 TU1109'
 TU1109'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1096 ***********************************************************************
 TU1096  DESIGNATION -  STATE SURVEY 4 13 1969
 TU1096  PID         -  TU1096
 TU1096  STATE/COUNTY-  HI/HONOLULU
 TU1096  USGS QUAD   -  KANEOHE (1983)
 TU1096
 TU1096                         *CURRENT SURVEY CONTROL
 TU1096  ___________________________________________________________________
 TU1096* NAD 83(1993)-  21 23 15.54345(N)    157 47 34.56742(W)     ADJUSTED  
 TU1096* LOCAL TIDAL -        96.     (meters)     315.     (feet)  VERT ANG  
 TU1096  ___________________________________________________________________
 TU1096  EPOCH DATE  -        1993.62
 TU1096  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 TU1096  GEOID HEIGHT-          16.11  (meters)                     GEOID03
 TU1096
 TU1096  HORZ ORDER  -  SECOND
 TU1096
 TU1096.The horizontal coordinates were established by classical geodetic methods
 TU1096.and adjusted by the National Geodetic Survey in December 1998..
 TU1096.The horizontal coordinates are valid at the epoch date displayed above.
 TU1096.The epoch date for horizontal control is a decimal equivalence
 TU1096.of Year/Month/Day.
 TU1096
 TU1096.The orthometric height was determined by vertical angle observations.
 TU1096.No vertical observational check was made to the station.
 TU1096
 TU1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1096
 TU1096.The geoid height was determined by GEOID03.
 TU1096
 TU1096;                    North         East     Units Scale Factor Converg.
 TU1096;SPC HI 3     -    24,481.429   521,472.333   MT  0.99999569   +0 04 31.8
 TU1096;UTM  04      - 2,365,531.728   625,128.868   MT  0.99979348   +0 26 24.9
 TU1096
 TU1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1096!SPC HI 3     -   0.99998238  x   0.99999569  =   0.99997807
 TU1096!UTM  04      -   0.99998238  x   0.99979348  =   0.99977586
 TU1096
 TU1096                          SUPERSEDED SURVEY CONTROL
 TU1096
 TU1096  NAD 83(1986)-  21 23 15.49317(N)    157 47 34.57566(W) AD(       ) 2
 TU1096  OLD HI      -  21 23 26.90704(N)    157 47 44.45608(W) AD(       ) 2
 TU1096
 TU1096.Superseded values are not recommended for survey control.
 TU1096.NGS no longer adjusts projects to the OLD HI datum.
 TU1096.See file dsdata.txt to determine how the superseded data were derived.
 TU1096
 TU1096_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2512965532(NAD 83)
 TU1096
 TU1096  HISTORY     - Date     Condition        Report By
 TU1096  HISTORY     - 1969     MONUMENTED       CGS
 TU1096
 TU1096                          STATION DESCRIPTION
 TU1096
 TU1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1096'SEE STATION KAILUA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1086 ***********************************************************************
 TU1086  DESIGNATION -  STATE SURVEY 4 14 1969
 TU1086  PID         -  TU1086
 TU1086  STATE/COUNTY-  HI/HONOLULU
 TU1086  USGS QUAD   -  MOKAPU (1983)
 TU1086
 TU1086                         *CURRENT SURVEY CONTROL
 TU1086  ___________________________________________________________________
 TU1086* NAD 83(1993)-  21 23 12.29143(N)    157 45 50.44030(W)     ADJUSTED  
 TU1086* LOCAL TIDAL -        49.     (meters)     161.     (feet)  VERT ANG  
 TU1086  ___________________________________________________________________
 TU1086  EPOCH DATE  -        1993.62
 TU1086  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 TU1086  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU1086
 TU1086  HORZ ORDER  -  SECOND
 TU1086
 TU1086.The horizontal coordinates were established by classical geodetic methods
 TU1086.and adjusted by the National Geodetic Survey in December 1998..
 TU1086.The horizontal coordinates are valid at the epoch date displayed above.
 TU1086.The epoch date for horizontal control is a decimal equivalence
 TU1086.of Year/Month/Day.
 TU1086
 TU1086.The orthometric height was determined by vertical angle observations.
 TU1086.No vertical observational check was made to the station.
 TU1086
 TU1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1086
 TU1086.The geoid height was determined by GEOID03.
 TU1086
 TU1086;                    North         East     Units Scale Factor Converg.
 TU1086;SPC HI 3     -    24,385.639   524,471.897   MT  0.99999740   +0 05 09.8
 TU1086;UTM  04      - 2,365,455.049   628,128.386   MT  0.99980286   +0 27 02.8
 TU1086
 TU1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1086!SPC HI 3     -   0.99998978  x   0.99999740  =   0.99998718
 TU1086!UTM  04      -   0.99998978  x   0.99980286  =   0.99979264
 TU1086
 TU1086                          SUPERSEDED SURVEY CONTROL
 TU1086
 TU1086  NAD 83(1986)-  21 23 12.24134(N)    157 45 50.44827(W) AD(       ) 2
 TU1086  OLD HI      -  21 23 23.65611(N)    157 46 00.32881(W) AD(       ) 2
 TU1086
 TU1086.Superseded values are not recommended for survey control.
 TU1086.NGS no longer adjusts projects to the OLD HI datum.
 TU1086.See file dsdata.txt to determine how the superseded data were derived.
 TU1086
 TU1086_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2812865455(NAD 83)
 TU1086_MARKER: Z = SEE DESCRIPTION
 TU1086_SETTING: 0 = UNSPECIFIED SETTING
 TU1086
 TU1086  HISTORY     - Date     Condition        Report By
 TU1086  HISTORY     - 1969     MONUMENTED       CGS
 TU1086
 TU1086                          STATION DESCRIPTION
 TU1086
 TU1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1086'STATION IS LOCATED IN KAILUA DISTRICT NEAR THE WEST SIDE OF
 TU1086'KAWAINUI SWAMP AND QUARRY ROAD.  TO REACH STATION FROM THE JUNCTION
 TU1086'OF KALANIANAOLE AND KAMEHAMEHA HIGHWAYS (CASTLE JUNCTION), GO
 TU1086'TOWARDS KAILUA ALONG KALANIANAOLE HIGHWAY FOR ABOUT A MILE TO
 TU1086'KAILUA DRIVE IN THEATRE ON LEFT.  TURN LEFT INTO AND FOLLOW KAPAA
 TU1086'QUARRY ROAD FOR 0.75 MILE TO DIM TRACK ROAD ON LEFT IN GROWTH OF
 TU1086'GUAVA TREES.  LEAVE CAR HERE AND PACK ABOUT 5-MINUTES ALONG
 TU1086'OVERGROWN ROAD UP HILLSIDE TO JUNCTION, FOLLOW RIGHT TRACK
 TU1086'ROAD WHICH CIRCLES TO THE LEFT AND A SHARP RIGHT TO STATION A
 TU1086'FEW FEET TO LEFT OF ROAD, OVERLOOKING THE KAILUA AREA.
 TU1086'
 TU1086'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 4-14 1969 IN
 TU1086'CONCRETE MONUMENT FLUSH WITH GROUND.  A 3/4 IN PIPE IN CONCRETE
 TU1086'WAS SET AS A TIE FROM STATION.  IT IS W 32.49 FT. ON LINE FROM
 TU1086'U.S. MON. NO. 1 1952 AND ON THE WEST SIDE OF TRACK ROAD.
 TU1086'
 TU1086'SUB-SURFACE MARK IS IDENTICAL WITH STATION MARK, IN CONCRETE
 TU1086'MONUMENT, 30-INCHES BELOW GROUND LEVEL AND SEPARATED FROM TOP
 TU1086'MONUMENT BY A LAYER OF SAND.
 TU1086'
 TU1086'GEODIMETER CONNECTION WAS MADE BETWEEN U.S. MON. NO. 1 1952 AND
 TU1086'STATE SURVEY 4-14 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1070 ***********************************************************************
 TU1070  DESIGNATION -  STATE SURVEY 4 15 1969
 TU1070  PID         -  TU1070
 TU1070  STATE/COUNTY-  HI/HONOLULU
 TU1070  USGS QUAD   -  MOKAPU (1983)
 TU1070
 TU1070                         *CURRENT SURVEY CONTROL
 TU1070  ___________________________________________________________________
 TU1070* NAD 83(1993)-  21 25 05.69436(N)    157 44 40.71091(W)     ADJUSTED  
 TU1070* LOCAL TIDAL -         2.     (meters)       7.     (feet)  VERT ANG  
 TU1070  ___________________________________________________________________
 TU1070  EPOCH DATE  -        1993.62
 TU1070  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 TU1070  GEOID HEIGHT-          15.71  (meters)                     GEOID03
 TU1070
 TU1070  HORZ ORDER  -  SECOND
 TU1070
 TU1070.The horizontal coordinates were established by classical geodetic methods
 TU1070.and adjusted by the National Geodetic Survey in December 1998..
 TU1070.The horizontal coordinates are valid at the epoch date displayed above.
 TU1070.The epoch date for horizontal control is a decimal equivalence
 TU1070.of Year/Month/Day.
 TU1070
 TU1070.The orthometric height was determined by vertical angle observations.
 TU1070.No vertical observational check was made to the station.
 TU1070
 TU1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1070
 TU1070.The geoid height was determined by GEOID03.
 TU1070
 TU1070;                    North         East     Units Scale Factor Converg.
 TU1070;SPC HI 3     -    27,876.613   526,474.816   MT  0.99999866   +0 05 35.7
 TU1070;UTM  04      - 2,368,958.038   630,108.646   MT  0.99980918   +0 27 30.6
 TU1070
 TU1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1070!SPC HI 3     -   0.99999722  x   0.99999866  =   0.99999588
 TU1070!UTM  04      -   0.99999722  x   0.99980918  =   0.99980640
 TU1070
 TU1070                          SUPERSEDED SURVEY CONTROL
 TU1070
 TU1070  NAD 83(1986)-  21 25 05.64481(N)    157 44 40.71868(W) AD(       ) 2
 TU1070  OLD HI      -  21 25 17.06615(N)    157 44 50.60042(W) AD(       ) 2
 TU1070
 TU1070.Superseded values are not recommended for survey control.
 TU1070.NGS no longer adjusts projects to the OLD HI datum.
 TU1070.See file dsdata.txt to determine how the superseded data were derived.
 TU1070
 TU1070_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3010968958(NAD 83)
 TU1070
 TU1070  HISTORY     - Date     Condition        Report By
 TU1070  HISTORY     - 1969     MONUMENTED       CGS
 TU1070
 TU1070                          STATION DESCRIPTION
 TU1070
 TU1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1070'SEE STATION MOKAPU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1079 ***********************************************************************
 TU1079  DESIGNATION -  STATE SURVEY 4 16 1969
 TU1079  PID         -  TU1079
 TU1079  STATE/COUNTY-  HI/HONOLULU
 TU1079  USGS QUAD   -  MOKAPU (1983)
 TU1079
 TU1079                         *CURRENT SURVEY CONTROL
 TU1079  ___________________________________________________________________
 TU1079* NAD 83(1993)-  21 24 31.19508(N)    157 45 20.69827(W)     ADJUSTED  
 TU1079* LOCAL TIDAL -         3.     (meters)      10.     (feet)  VERT ANG  
 TU1079  ___________________________________________________________________
 TU1079  EPOCH DATE  -        1993.62
 TU1079  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 TU1079  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU1079
 TU1079  HORZ ORDER  -  SECOND
 TU1079
 TU1079.The horizontal coordinates were established by classical geodetic methods
 TU1079.and adjusted by the National Geodetic Survey in December 1998..
 TU1079.The horizontal coordinates are valid at the epoch date displayed above.
 TU1079.The epoch date for horizontal control is a decimal equivalence
 TU1079.of Year/Month/Day.
 TU1079
 TU1079.The orthometric height was determined by vertical angle observations.
 TU1079.No vertical observational check was made to the station.
 TU1079
 TU1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1079
 TU1079.The geoid height was determined by GEOID03.
 TU1079
 TU1079;                    North         East     Units Scale Factor Converg.
 TU1079;SPC HI 3     -    26,813.715   525,324.857   MT  0.99999792   +0 05 21.0
 TU1079;UTM  04      - 2,367,888.037   628,965.703   MT  0.99980552   +0 27 15.3
 TU1079
 TU1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1079!SPC HI 3     -   0.99999704  x   0.99999792  =   0.99999496
 TU1079!UTM  04      -   0.99999704  x   0.99980552  =   0.99980256
 TU1079
 TU1079                          SUPERSEDED SURVEY CONTROL
 TU1079
 TU1079  NAD 83(1986)-  21 24 31.14509(N)    157 45 20.70624(W) AD(       ) 2
 TU1079  OLD HI      -  21 24 42.56495(N)    157 45 30.58690(W) AD(       ) 2
 TU1079
 TU1079.Superseded values are not recommended for survey control.
 TU1079.NGS no longer adjusts projects to the OLD HI datum.
 TU1079.See file dsdata.txt to determine how the superseded data were derived.
 TU1079
 TU1079_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2896667888(NAD 83)
 TU1079
 TU1079  HISTORY     - Date     Condition        Report By
 TU1079  HISTORY     - 1969     MONUMENTED       CGS
 TU1079
 TU1079                          STATION DESCRIPTION
 TU1079
 TU1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1079'SEE STATION KAILUA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1087 ***********************************************************************
 TU1087  DESIGNATION -  STATE SURVEY 4 17 1969
 TU1087  PID         -  TU1087
 TU1087  STATE/COUNTY-  HI/HONOLULU
 TU1087  USGS QUAD   -  MOKAPU (1983)
 TU1087
 TU1087                         *CURRENT SURVEY CONTROL
 TU1087  ___________________________________________________________________
 TU1087* NAD 83(1993)-  21 24 36.98346(N)    157 45 53.16555(W)     ADJUSTED  
 TU1087* LOCAL TIDAL -       120.     (meters)     394.     (feet)  VERT ANG  
 TU1087  ___________________________________________________________________
 TU1087  EPOCH DATE  -        1993.62
 TU1087  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 TU1087  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU1087
 TU1087  HORZ ORDER  -  SECOND
 TU1087
 TU1087.The horizontal coordinates were established by classical geodetic methods
 TU1087.and adjusted by the National Geodetic Survey in December 1998..
 TU1087.The horizontal coordinates are valid at the epoch date displayed above.
 TU1087.The epoch date for horizontal control is a decimal equivalence
 TU1087.of Year/Month/Day.
 TU1087
 TU1087.The orthometric height was determined by vertical angle observations.
 TU1087.No vertical observational check was made to the station.
 TU1087
 TU1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1087
 TU1087.The geoid height was determined by GEOID03.
 TU1087
 TU1087;                    North         East     Units Scale Factor Converg.
 TU1087;SPC HI 3     -    26,990.315   524,389.493   MT  0.99999735   +0 05 09.1
 TU1087;UTM  04      - 2,368,058.640   628,029.414   MT  0.99980255   +0 27 03.5
 TU1087
 TU1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1087!SPC HI 3     -   0.99997864  x   0.99999735  =   0.99997599
 TU1087!UTM  04      -   0.99997864  x   0.99980255  =   0.99978119
 TU1087
 TU1087                          SUPERSEDED SURVEY CONTROL
 TU1087
 TU1087  NAD 83(1986)-  21 24 36.93325(N)    157 45 53.17368(W) AD(       ) 2
 TU1087  OLD HI      -  21 24 48.35286(N)    157 46 03.05561(W) AD(       ) 2
 TU1087
 TU1087.Superseded values are not recommended for survey control.
 TU1087.NGS no longer adjusts projects to the OLD HI datum.
 TU1087.See file dsdata.txt to determine how the superseded data were derived.
 TU1087
 TU1087_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2802968059(NAD 83)
 TU1087
 TU1087  HISTORY     - Date     Condition        Report By
 TU1087  HISTORY     - 1969     MONUMENTED       CGS
 TU1087
 TU1087                          STATION DESCRIPTION
 TU1087
 TU1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1087'SEE STATION PAPAA 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1131 ***********************************************************************
 TU1131  DESIGNATION -  STATE SURVEY 4 18 1969
 TU1131  PID         -  TU1131
 TU1131  STATE/COUNTY-  HI/HONOLULU
 TU1131  USGS QUAD   -  KANEOHE (1983)
 TU1131
 TU1131                         *CURRENT SURVEY CONTROL
 TU1131  ___________________________________________________________________
 TU1131* NAD 83(1993)-  21 24 31.17843(N)    157 46 56.07657(W)     ADJUSTED  
 TU1131* LOCAL TIDAL -        42.     (meters)     138.     (feet)  VERT ANG  
 TU1131  ___________________________________________________________________
 TU1131  EPOCH DATE  -        1993.62
 TU1131  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 TU1131  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU1131
 TU1131  HORZ ORDER  -  SECOND
 TU1131
 TU1131.The horizontal coordinates were established by classical geodetic methods
 TU1131.and adjusted by the National Geodetic Survey in December 1998..
 TU1131.The horizontal coordinates are valid at the epoch date displayed above.
 TU1131.The epoch date for horizontal control is a decimal equivalence
 TU1131.of Year/Month/Day.
 TU1131
 TU1131.The orthometric height was determined by vertical angle observations.
 TU1131.No vertical observational check was made to the station.
 TU1131
 TU1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1131
 TU1131.The geoid height was determined by GEOID03.
 TU1131
 TU1131;                    North         East     Units Scale Factor Converg.
 TU1131;SPC HI 3     -    26,809.160   522,577.848   MT  0.99999630   +0 04 46.1
 TU1131;UTM  04      - 2,367,865.983   626,219.316   MT  0.99979686   +0 26 40.4
 TU1131
 TU1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1131!SPC HI 3     -   0.99999089  x   0.99999630  =   0.99998719
 TU1131!UTM  04      -   0.99999089  x   0.99979686  =   0.99978775
 TU1131
 TU1131                          SUPERSEDED SURVEY CONTROL
 TU1131
 TU1131  NAD 83(1986)-  21 24 31.12835(N)    157 46 56.08463(W) AD(       ) 2
 TU1131  OLD HI      -  21 24 42.54644(N)    157 47 05.96686(W) AD(       ) 2
 TU1131
 TU1131.Superseded values are not recommended for survey control.
 TU1131.NGS no longer adjusts projects to the OLD HI datum.
 TU1131.See file dsdata.txt to determine how the superseded data were derived.
 TU1131
 TU1131_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2621967866(NAD 83)
 TU1131
 TU1131  HISTORY     - Date     Condition        Report By
 TU1131  HISTORY     - 1969     MONUMENTED       CGS
 TU1131
 TU1131                          STATION DESCRIPTION
 TU1131
 TU1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1131'SEE STATION PAPAA 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1078 ***********************************************************************
 TU1078  DESIGNATION -  STATE SURVEY 4 20 1969
 TU1078  PID         -  TU1078
 TU1078  STATE/COUNTY-  HI/HONOLULU
 TU1078  USGS QUAD   -  MOKAPU (1983)
 TU1078
 TU1078                         *CURRENT SURVEY CONTROL
 TU1078  ___________________________________________________________________
 TU1078* NAD 83(1993)-  21 26 23.32412(N)    157 45 17.77356(W)     ADJUSTED  
 TU1078* LOCAL TIDAL -         3.     (meters)      10.     (feet)  VERT ANG  
 TU1078  ___________________________________________________________________
 TU1078  EPOCH DATE  -        1993.62
 TU1078  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 TU1078  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1078
 TU1078  HORZ ORDER  -  SECOND
 TU1078
 TU1078.The horizontal coordinates were established by classical geodetic methods
 TU1078.and adjusted by the National Geodetic Survey in December 1998..
 TU1078.The horizontal coordinates are valid at the epoch date displayed above.
 TU1078.The epoch date for horizontal control is a decimal equivalence
 TU1078.of Year/Month/Day.
 TU1078
 TU1078.The orthometric height was determined by vertical angle observations.
 TU1078.No vertical observational check was made to the station.
 TU1078
 TU1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1078
 TU1078.The geoid height was determined by GEOID03.
 TU1078
 TU1078;                    North         East     Units Scale Factor Converg.
 TU1078;SPC HI 3     -    30,262.507   525,403.705   MT  0.99999797   +0 05 22.5
 TU1078;UTM  04      - 2,371,336.598   629,022.547   MT  0.99980570   +0 27 18.6
 TU1078
 TU1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1078!SPC HI 3     -   0.99999708  x   0.99999797  =   0.99999505
 TU1078!UTM  04      -   0.99999708  x   0.99980570  =   0.99980278
 TU1078
 TU1078                          SUPERSEDED SURVEY CONTROL
 TU1078
 TU1078  NAD 83(1986)-  21 26 23.27439(N)    157 45 17.78100(W) AD(       ) 2
 TU1078  OLD HI      -  21 26 34.69916(N)    157 45 27.66537(W) AD(       ) 2
 TU1078
 TU1078.Superseded values are not recommended for survey control.
 TU1078.NGS no longer adjusts projects to the OLD HI datum.
 TU1078.See file dsdata.txt to determine how the superseded data were derived.
 TU1078
 TU1078_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2902371337(NAD 83)
 TU1078
 TU1078  HISTORY     - Date     Condition        Report By
 TU1078  HISTORY     - 1969     MONUMENTED       CGS
 TU1078
 TU1078                          STATION DESCRIPTION
 TU1078
 TU1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1078'SEE STATION MOKAPU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1081 ***********************************************************************
 TU1081  DESIGNATION -  STATE SURVEY 4 21 1969
 TU1081  PID         -  TU1081
 TU1081  STATE/COUNTY-  HI/HONOLULU
 TU1081  USGS QUAD   -  MOKAPU (1983)
 TU1081
 TU1081                         *CURRENT SURVEY CONTROL
 TU1081  ___________________________________________________________________
 TU1081* NAD 83(1993)-  21 25 58.29638(N)    157 45 38.21375(W)     ADJUSTED  
 TU1081* LOCAL TIDAL -         1.     (meters)       3.     (feet)  VERT ANG  
 TU1081  ___________________________________________________________________
 TU1081  EPOCH DATE  -        1993.62
 TU1081  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 TU1081  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1081
 TU1081  HORZ ORDER  -  SECOND
 TU1081
 TU1081.The horizontal coordinates were established by classical geodetic methods
 TU1081.and adjusted by the National Geodetic Survey in December 1998..
 TU1081.The horizontal coordinates are valid at the epoch date displayed above.
 TU1081.The epoch date for horizontal control is a decimal equivalence
 TU1081.of Year/Month/Day.
 TU1081
 TU1081.The orthometric height was determined by vertical angle observations.
 TU1081.No vertical observational check was made to the station.
 TU1081
 TU1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1081
 TU1081.The geoid height was determined by GEOID03.
 TU1081
 TU1081;                    North         East     Units Scale Factor Converg.
 TU1081;SPC HI 3     -    29,491.839   524,816.302   MT  0.99999761   +0 05 14.9
 TU1081;UTM  04      - 2,370,562.348   628,440.186   MT  0.99980385   +0 27 10.6
 TU1081
 TU1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1081!SPC HI 3     -   0.99999738  x   0.99999761  =   0.99999499
 TU1081!UTM  04      -   0.99999738  x   0.99980385  =   0.99980123
 TU1081
 TU1081:                Primary Azimuth Mark                     Grid Az
 TU1081:SPC HI 3     -  AERO OBSTRUCTION LT A                    160 58 33.0
 TU1081:UTM  04      -  AERO OBSTRUCTION LT A                    160 36 37.3
 TU1081
 TU1081|---------------------------------------------------------------------|
 TU1081| PID    Reference Object                     Distance      Geod. Az  |
 TU1081|                                                           dddmmss.s |
 TU1081| TU1133 AERO OBSTRUCTION LT A               APPROX. 1.2 KM 1610347.9 |
 TU1081| TU1129 PAPAA 2                             APPROX. 1.2 KM 1613101.1 |
 TU1081| TU1134 AERO OBSTRUCTION LT AA              APPROX. 0.7 KM 1682113.5 |
 TU1081| TU1139 AERO OBSTRUCTION LT C               APPROX. 2.6 KM 1915136.5 |
 TU1081| TU1142 AERO OBSTRUCTION LT D               APPROX. 3.4 KM 2005504.2 |
 TU1081| TU1145 AERO OBSTRUCTION LT E               APPROX. 3.7 KM 2091207.1 |
 TU1081| TU1149 AERO OBSTRUCTION LT G               APPROX. 3.4 KM 2594607.5 |
 TU1081| TU1147 AERO OBSTRUCTION LT O               APPROX. 2.8 KM 2711454.8 |
 TU1081| TU1153 AERO OBSTRUCTION LT J               APPROX. 5.5 KM 2775312.6 |
 TU1081| TU1157 AERO OBSTRUCTION LT I               APPROX. 6.6 KM 2815343.5 |
 TU1081| TU1156 AERO OBSTRUCTION LT K               APPROX. 6.4 KM 2834645.1 |
 TU1081| TU1155 AERO OBSTRUCTION LT L               APPROX. 6.3 KM 2864403.7 |
 TU1081| TU1154 AERO OBSTRUCTION LT M               APPROX. 6.2 KM 2885014.6 |
 TU1081| TU1163 KANEOHE MCAS WINDSOCK               APPROX. 2.1 KM 3054358.6 |
 TU1081|---------------------------------------------------------------------|
 TU1081
 TU1081                          SUPERSEDED SURVEY CONTROL
 TU1081
 TU1081  NAD 83(1986)-  21 25 58.24655(N)    157 45 38.22161(W) AD(       ) 2
 TU1081  OLD HI      -  21 26 09.67067(N)    157 45 48.10515(W) AD(       ) 2
 TU1081
 TU1081.Superseded values are not recommended for survey control.
 TU1081.NGS no longer adjusts projects to the OLD HI datum.
 TU1081.See file dsdata.txt to determine how the superseded data were derived.
 TU1081
 TU1081_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2844070562(NAD 83)
 TU1081
 TU1081  HISTORY     - Date     Condition        Report By
 TU1081  HISTORY     - 1969     MONUMENTED       CGS
 TU1081  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1081  HISTORY     - 1976     SEE DESCRIPTION  NGS
 TU1081
 TU1081                          STATION DESCRIPTION
 TU1081
 TU1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1081'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 TU1081'
 TU1081'THE STATION IS LOCATED ABOUT 2.5 MILES NE OF KANEOHE, 2.5 MILES
 TU1081'NNW OF KAILUA, AND 1.0 MILE WNW OF THE KANEOHE MARINE CORPS AIR
 TU1081'STATION MAIN GATE.
 TU1081'
 TU1081'THE STATION MARK, STATE OF HAWAII STATION DISK STAMPED 4-21 1969,
 TU1081'IS SET IN THE TOP OF A PIPE LIKE PROJECTION OF 4 INCHES ABOVE A
 TU1081'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE
 TU1081'GROUND.  IT IS ABOUT 8 FEET EAST OF THE WEST EDGE OF THE ROCKY
 TU1081'POINT, 7 FEET S OF THE N EDGE OF THE ROCK POINT, AND 5 FEET N OF
 TU1081'THE SOUTH EDGE OF THE POINT.
 TU1081'
 TU1081'TO REACH THE STATION FROM THE MAIN GATE AT THE KANEOHE MARINE
 TU1081'CORPS AIR STATION GO SOUTHERLY ON MAKAPU ROAD FOR 0.6 MILES TO
 TU1081'THE INTERSECTION OF KANEOHE BAY DRIVE.  TURN RIGHT AND GO 0.9 MILE
 TU1081'TO THE INTERSECTION OF A 4 LANE DIVIDED ROAD THAT IS UNDER
 TU1081'CONSTRUCTION AT THIS TIME.  TURN RIGHT ONTO THE ENTRANCE ROAD AND
 TU1081'GO 0.3 MILE TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 TU1081'
 TU1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1081'2.5 MILES NE OF KANEOHE.
 TU1081
 TU1081                          STATION RECOVERY (1976)
 TU1081
 TU1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CKT)
 TU1081'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 TU1081'1969.  THE FOUR LANE DIVIDED ROAD IS STILL UNDER CONSTRUCTION AND
 TU1081'ACESS IS LIMITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1083 ***********************************************************************
 TU1083  DESIGNATION -  STATE SURVEY 4 22
 TU1083  PID         -  TU1083
 TU1083  STATE/COUNTY-  HI/HONOLULU
 TU1083  USGS QUAD   -  MOKAPU (1983)
 TU1083
 TU1083                         *CURRENT SURVEY CONTROL
 TU1083  ___________________________________________________________________
 TU1083* NAD 83(1993)-  21 25 36.90058(N)    157 45 43.43932(W)     ADJUSTED  
 TU1083* LOCAL TIDAL -        13.2    (meters)      43.     (feet)  GPS OBS   
 TU1083  ___________________________________________________________________
 TU1083  EPOCH DATE  -        1993.62
 TU1083  X           -  -5,498,174.041 (meters)                     COMP
 TU1083  Y           -  -2,248,010.788 (meters)                     COMP
 TU1083  Z           -   2,315,470.930 (meters)                     COMP
 TU1083  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TU1083  ELLIP HEIGHT-          29.58  (meters)          (11/30/94) GPS OBS
 TU1083  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1083
 TU1083  HORZ ORDER  -  FIRST
 TU1083  ELLP ORDER  -  FIFTH     CLASS I
 TU1083
 TU1083.The horizontal coordinates were established by GPS observations
 TU1083.and adjusted by the National Geodetic Survey in November 1994..
 TU1083.The horizontal coordinates are valid at the epoch date displayed above.
 TU1083.The epoch date for horizontal control is a decimal equivalence
 TU1083.of Year/Month/Day.
 TU1083
 TU1083.The orthometric height was determined by GPS observations and a
 TU1083.high-resolution geoid model.
 TU1083
 TU1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1083
 TU1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1083
 TU1083.The ellipsoidal height was determined by GPS observations
 TU1083.and is referenced to NAD 83.
 TU1083
 TU1083.The geoid height was determined by GEOID03.
 TU1083
 TU1083;                    North         East     Units Scale Factor Converg.
 TU1083;SPC HI 3     -    28,833.556   524,666.823   MT  0.99999752   +0 05 12.9
 TU1083;UTM  04      - 2,369,903.253   628,294.936   MT  0.99980339   +0 27 08.3
 TU1083
 TU1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1083!SPC HI 3     -   0.99999535  x   0.99999752  =   0.99999287
 TU1083!UTM  04      -   0.99999535  x   0.99980339  =   0.99979874
 TU1083
 TU1083                          SUPERSEDED SURVEY CONTROL
 TU1083
 TU1083  NAD 83(1986)-  21 25 36.84957(N)    157 45 43.44592(W) AD(       ) 2
 TU1083  OLD HI      -  21 25 48.27240(N)    157 45 53.32904(W) AD(       ) 2
 TU1083
 TU1083.Superseded values are not recommended for survey control.
 TU1083.NGS no longer adjusts projects to the OLD HI datum.
 TU1083.See file dsdata.txt to determine how the superseded data were derived.
 TU1083
 TU1083_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2829569903(NAD 83)
 TU1083_MARKER: DD = SURVEY DISK
 TU1083_SETTING: 0 = UNSPECIFIED SETTING
 TU1083_SP_SET: UNSPECIFIED
 TU1083_STAMPING: NO-22 1969
 TU1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1083+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 TU1083
 TU1083  HISTORY     - Date     Condition        Report By
 TU1083  HISTORY     - 1969     MONUMENTED       CGS
 TU1083  HISTORY     - 19930813 GOOD             NOS
 TU1083  HISTORY     - 20041121 GOOD             JCLS
 TU1083
 TU1083                          STATION DESCRIPTION
 TU1083
 TU1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1083'STATION IS LOCATED ON KANEOHE BAY DRIVE AT THE EDGE OF A DRIVEWAY NEAR
 TU1083'PAKU PLACE.
 TU1083'
 TU1083'TO REACH STATION FROM THE INTERSECTION OF KANEOHE BAY DRIVE AND MOKAPU
 TU1083'ROAD PROCEED IN A WESTERLY DIRECTION ON KANEOHE BAY DRIVE FOR 1.1 MILE
 TU1083'TO PAKU PLACE.  STATION IS LOCATED ABOUT 100 FEET NORTH OF PAKU PLACE.
 TU1083'
 TU1083'STATION IS A STANDARD STATE SURVEY DISK STAMPED 4-22 1969 IN A
 TU1083'CONCRETE MONUMENT.  TIES FROM STATION ARE--W 7.4 FT. TO A GUY POST NO.
 TU1083'106P, SW 38.0 FT. TO A LIGHT STANDARD, AND E 0.6 FT. TO THE EDGE OF A
 TU1083'PAVED DRIVEWAY.
 TU1083'
 TU1083'GEODIMETER CONNECTION WAS MADE BETWEEN SS 4-22 AND PAPAA.
 TU1083
 TU1083                          STATION RECOVERY (1993)
 TU1083
 TU1083'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU1083'RECOVERED AS DESCRIBED.
 TU1083
 TU1083                          STATION RECOVERY (2004)
 TU1083
 TU1083'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1111 ***********************************************************************
 TU1111  DESIGNATION -  STATE SURVEY 4 24 GROUCHO 1969
 TU1111  PID         -  TU1111
 TU1111  STATE/COUNTY-  HI/HONOLULU
 TU1111  USGS QUAD   -  KANEOHE (1983)
 TU1111
 TU1111                         *CURRENT SURVEY CONTROL
 TU1111  ___________________________________________________________________
 TU1111* NAD 83(1993)-  21 24 46.90413(N)    157 49 20.29151(W)     ADJUSTED  
 TU1111* LOCAL TIDAL -       135.     (meters)     443.     (feet)  VERT ANG  
 TU1111  ___________________________________________________________________
 TU1111  EPOCH DATE  -        1993.62
 TU1111  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 TU1111  GEOID HEIGHT-          16.07  (meters)                     GEOID03
 TU1111
 TU1111  HORZ ORDER  -  SECOND
 TU1111
 TU1111.The horizontal coordinates were established by classical geodetic methods
 TU1111.and adjusted by the National Geodetic Survey in December 1998..
 TU1111.The horizontal coordinates are valid at the epoch date displayed above.
 TU1111.The epoch date for horizontal control is a decimal equivalence
 TU1111.of Year/Month/Day.
 TU1111
 TU1111.The orthometric height was determined by vertical angle observations.
 TU1111.No vertical observational check was made to the station.
 TU1111
 TU1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1111
 TU1111.The geoid height was determined by GEOID03.
 TU1111
 TU1111;                    North         East     Units Scale Factor Converg.
 TU1111;SPC HI 3     -    27,287.588   518,423.742   MT  0.99999419   +0 03 53.6
 TU1111;UTM  04      - 2,368,317.838   622,063.097   MT  0.99978411   +0 25 48.1
 TU1111
 TU1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1111!SPC HI 3     -   0.99997626  x   0.99999419  =   0.99997045
 TU1111!UTM  04      -   0.99997626  x   0.99978411  =   0.99976037
 TU1111
 TU1111:                Primary Azimuth Mark                     Grid Az
 TU1111:SPC HI 3     -  TRAM 1969                                195 30 04.4
 TU1111:UTM  04      -  TRAM 1969                                195 08 09.9
 TU1111
 TU1111|---------------------------------------------------------------------|
 TU1111| PID    Reference Object                     Distance      Geod. Az  |
 TU1111|                                                           dddmmss.s |
 TU1111| TU1114 TRAM 1969                           APPROX. 1.1 KM 1953358.0 |
 TU1111|---------------------------------------------------------------------|
 TU1111
 TU1111                          SUPERSEDED SURVEY CONTROL
 TU1111
 TU1111  NAD 83(1986)-  21 24 46.85399(N)    157 49 20.29997(W) AD(       ) 2
 TU1111  OLD HI      -  21 24 58.26924(N)    157 49 30.18452(W) AD(       ) 2
 TU1111
 TU1111.Superseded values are not recommended for survey control.
 TU1111.NGS no longer adjusts projects to the OLD HI datum.
 TU1111.See file dsdata.txt to determine how the superseded data were derived.
 TU1111
 TU1111_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2206368318(NAD 83)
 TU1111_MARKER: Z = SEE DESCRIPTION
 TU1111_SETTING: 0 = UNSPECIFIED SETTING
 TU1111
 TU1111  HISTORY     - Date     Condition        Report By
 TU1111  HISTORY     - 1969     MONUMENTED       HIGS
 TU1111  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU1111
 TU1111                          STATION DESCRIPTION
 TU1111
 TU1111'DESCRIBED BY HAWAII GEODETIC SURVEY 1969
 TU1111'THE STATION IS LOCATED IN THE HAIKU PLANTATION SUBDIVISION, ON
 TU1111'THE NORTH SLOPE OF HAIKU VALLEY, ABOUT 1 MILE FROM THE
 TU1111'INTERSECTION OF KAHEKILI HIGHWAY AND HAIKU ROAD IN KANEOHE.
 TU1111'
 TU1111'TO REACH STATION FROM KAHEKILI HIGHWAY, GO WESTERLY ON HAIKU
 TU1111'ROAD FOR 0.1 MILE, TURN RIGHT ON HAIKU PLANTATION DRIVE AND
 TU1111'PROCEED NORTH-WESTERLY FOR 0.15 MILE, TURN LEFT ON HOLOLIO STREET
 TU1111'AND CONTINUE WESTERLY FOR 0.35 MILE, TURN LEFT ON HULUPAPA PLACE
 TU1111'AND GO SOUTHERLY FOR 0.25 MILE TO THE INTERSECTION OF DIRT ROAD
 TU1111'ON THE RIGHT AT TRANSFORMER BOX NO. 25635.
 TU1111'
 TU1111'PROCEED ON FOOT SOUTHWESTERLY FOR ABOUT 400 FEET TO STATION
 TU1111'MARKED WITH STANDARD STATE SURVEY DISK STAMPED 4-24 1969 =
 TU1111'GROUCHO IN CONCRETE MONUMENT 0.5 FOOT ABOVE GROUND
 TU1111'LEVEL.  TIES FROM STATION--NW 31 FEET TO PLUM TREE AND N 48
 TU1111'FEET TO SILVER OAK TREE.
 TU1111
 TU1111                          STATION RECOVERY (1975)
 TU1111
 TU1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU1111'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1111'IT IS 155.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ROOF
 TU1111'(EAVES) OF LETTERMAN RESIDENCE AT 46430 HULUPAPA PLACE.
 TU1111'
 TU1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1111'AT KANEOHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1113 ***********************************************************************
 TU1113  DESIGNATION -  STATE SURVEY 4 25 1969
 TU1113  PID         -  TU1113
 TU1113  STATE/COUNTY-  HI/HONOLULU
 TU1113  USGS QUAD   -  KANEOHE (1983)
 TU1113
 TU1113                         *CURRENT SURVEY CONTROL
 TU1113  ___________________________________________________________________
 TU1113* NAD 83(1993)-  21 25 56.14433(N)    157 49 22.70546(W)     ADJUSTED  
 TU1113* LOCAL TIDAL -        49.     (meters)     161.     (feet)  VERT ANG  
 TU1113  ___________________________________________________________________
 TU1113  EPOCH DATE  -        1993.62
 TU1113  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 TU1113  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU1113
 TU1113  HORZ ORDER  -  SECOND
 TU1113
 TU1113.The horizontal coordinates were established by classical geodetic methods
 TU1113.and adjusted by the National Geodetic Survey in December 1998..
 TU1113.The horizontal coordinates are valid at the epoch date displayed above.
 TU1113.The epoch date for horizontal control is a decimal equivalence
 TU1113.of Year/Month/Day.
 TU1113
 TU1113.The orthometric height was determined by vertical angle observations.
 TU1113.No vertical observational check was made to the station.
 TU1113
 TU1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1113
 TU1113.The geoid height was determined by GEOID03.
 TU1113
 TU1113;                    North         East     Units Scale Factor Converg.
 TU1113;SPC HI 3     -    29,417.066   518,351.816   MT  0.99999416   +0 03 52.9
 TU1113;UTM  04      - 2,370,446.366   621,977.614   MT  0.99978385   +0 25 48.5
 TU1113
 TU1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1113!SPC HI 3     -   0.99998979  x   0.99999416  =   0.99998395
 TU1113!UTM  04      -   0.99998979  x   0.99978385  =   0.99977364
 TU1113
 TU1113                          SUPERSEDED SURVEY CONTROL
 TU1113
 TU1113  NAD 83(1986)-  21 25 56.09434(N)    157 49 22.71376(W) AD(       ) 2
 TU1113  OLD HI      -  21 26 07.51365(N)    157 49 32.59940(W) AD(       ) 2
 TU1113
 TU1113.Superseded values are not recommended for survey control.
 TU1113.NGS no longer adjusts projects to the OLD HI datum.
 TU1113.See file dsdata.txt to determine how the superseded data were derived.
 TU1113
 TU1113_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2197870446(NAD 83)
 TU1113
 TU1113  HISTORY     - Date     Condition        Report By
 TU1113  HISTORY     - 1969     MONUMENTED       CGS
 TU1113
 TU1113                          STATION DESCRIPTION
 TU1113
 TU1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1113'SEE STATION PAHU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1123 ***********************************************************************
 TU1123  DESIGNATION -  STATE SURVEY 4 28 1969
 TU1123  PID         -  TU1123
 TU1123  STATE/COUNTY-  HI/HONOLULU
 TU1123  USGS QUAD   -  KANEOHE (1983)
 TU1123
 TU1123                         *CURRENT SURVEY CONTROL
 TU1123  ___________________________________________________________________
 TU1123* NAD 83(1993)-  21 28 57.68860(N)    157 51 09.58752(W)     ADJUSTED  
 TU1123* LOCAL TIDAL -        20.     (meters)      66.     (feet)  VERT ANG  
 TU1123  ___________________________________________________________________
 TU1123  EPOCH DATE  -        1993.62
 TU1123  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 TU1123  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU1123
 TU1123  HORZ ORDER  -  SECOND
 TU1123
 TU1123.The horizontal coordinates were established by classical geodetic methods
 TU1123.and adjusted by the National Geodetic Survey in December 1998..
 TU1123.The horizontal coordinates are valid at the epoch date displayed above.
 TU1123.The epoch date for horizontal control is a decimal equivalence
 TU1123.of Year/Month/Day.
 TU1123
 TU1123.The orthometric height was determined by vertical angle observations.
 TU1123.No vertical observational check was made to the station.
 TU1123
 TU1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1123
 TU1123.The geoid height was determined by GEOID03.
 TU1123
 TU1123;                    North         East     Units Scale Factor Converg.
 TU1123;SPC HI 3     -    34,997.488   515,268.735   MT  0.99999288   +0 03 14.2
 TU1123;UTM  04      - 2,376,005.796   618,859.631   MT  0.99977457   +0 25 12.8
 TU1123
 TU1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1123!SPC HI 3     -   0.99999440  x   0.99999288  =   0.99998728
 TU1123!UTM  04      -   0.99999440  x   0.99977457  =   0.99976897
 TU1123
 TU1123                          SUPERSEDED SURVEY CONTROL
 TU1123
 TU1123  NAD 83(1986)-  21 28 57.63917(N)    157 51 09.59616(W) AD(       ) 2
 TU1123  OLD HI      -  21 29 09.06382(N)    157 51 19.48720(W) AD(       ) 2
 TU1123
 TU1123.Superseded values are not recommended for survey control.
 TU1123.NGS no longer adjusts projects to the OLD HI datum.
 TU1123.See file dsdata.txt to determine how the superseded data were derived.
 TU1123
 TU1123_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1886076006(NAD 83)
 TU1123
 TU1123  HISTORY     - Date     Condition        Report By
 TU1123  HISTORY     - 1969     MONUMENTED       CGS
 TU1123
 TU1123                          STATION DESCRIPTION
 TU1123
 TU1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1123'SEE STATION PUU KAUAI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1069 ***********************************************************************
 TU1069  DESIGNATION -  STATE SURVEY 4 3 1969
 TU1069  PID         -  TU1069
 TU1069  STATE/COUNTY-  HI/HONOLULU
 TU1069  USGS QUAD   -  MOKAPU (1983)
 TU1069
 TU1069                         *CURRENT SURVEY CONTROL
 TU1069  ___________________________________________________________________
 TU1069* NAD 83(1993)-  21 22 25.68309(N)    157 44 39.60928(W)     ADJUSTED  
 TU1069* LOCAL TIDAL -        88.     (meters)     289.     (feet)  VERT ANG  
 TU1069  ___________________________________________________________________
 TU1069  EPOCH DATE  -        1993.62
 TU1069  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 TU1069  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU1069
 TU1069  HORZ ORDER  -  SECOND
 TU1069
 TU1069.The horizontal coordinates were established by classical geodetic methods
 TU1069.and adjusted by the National Geodetic Survey in December 1998..
 TU1069.The horizontal coordinates are valid at the epoch date displayed above.
 TU1069.The epoch date for horizontal control is a decimal equivalence
 TU1069.of Year/Month/Day.
 TU1069
 TU1069.The orthometric height was determined by vertical angle observations.
 TU1069.No vertical observational check was made to the station.
 TU1069
 TU1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1069
 TU1069.The geoid height was determined by GEOID03.
 TU1069
 TU1069;                    North         East     Units Scale Factor Converg.
 TU1069;SPC HI 3     -    22,955.344   526,514.554   MT  0.99999868   +0 05 35.4
 TU1069;UTM  04      - 2,364,038.053   630,179.709   MT  0.99980941   +0 27 27.7
 TU1069
 TU1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1069!SPC HI 3     -   0.99998366  x   0.99999868  =   0.99998234
 TU1069!UTM  04      -   0.99998366  x   0.99980941  =   0.99979307
 TU1069
 TU1069                          SUPERSEDED SURVEY CONTROL
 TU1069
 TU1069  NAD 83(1986)-  21 22 25.63289(N)    157 44 39.61729(W) AD(       ) 2
 TU1069  OLD HI      -  21 22 37.04682(N)    157 44 49.49614(W) AD(       ) 2
 TU1069
 TU1069.Superseded values are not recommended for survey control.
 TU1069.NGS no longer adjusts projects to the OLD HI datum.
 TU1069.See file dsdata.txt to determine how the superseded data were derived.
 TU1069
 TU1069_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3018064038(NAD 83)
 TU1069
 TU1069  HISTORY     - Date     Condition        Report By
 TU1069  HISTORY     - 1969     MONUMENTED       CGS
 TU1069
 TU1069                          STATION DESCRIPTION
 TU1069
 TU1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1069'SEE STATION U.S. MON 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1116 ***********************************************************************
 TU1116  DESIGNATION -  STATE SURVEY 4 31 1969
 TU1116  PID         -  TU1116
 TU1116  STATE/COUNTY-  HI/HONOLULU
 TU1116  USGS QUAD   -  KANEOHE (1983)
 TU1116
 TU1116                         *CURRENT SURVEY CONTROL
 TU1116  ___________________________________________________________________
 TU1116* NAD 83(1993)-  21 26 35.21002(N)    157 49 57.70080(W)     ADJUSTED  
 TU1116* LOCAL TIDAL -        16.     (meters)      52.     (feet)  VERT ANG  
 TU1116  ___________________________________________________________________
 TU1116  EPOCH DATE  -        1993.62
 TU1116  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 TU1116  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU1116
 TU1116  HORZ ORDER  -  SECOND
 TU1116
 TU1116.The horizontal coordinates were established by classical geodetic methods
 TU1116.and adjusted by the National Geodetic Survey in December 1998..
 TU1116.The horizontal coordinates are valid at the epoch date displayed above.
 TU1116.The epoch date for horizontal control is a decimal equivalence
 TU1116.of Year/Month/Day.
 TU1116
 TU1116.The orthometric height was determined by vertical angle observations.
 TU1116.No vertical observational check was made to the station.
 TU1116
 TU1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1116
 TU1116.The geoid height was determined by GEOID03.
 TU1116
 TU1116;                    North         East     Units Scale Factor Converg.
 TU1116;SPC HI 3     -    30,617.468   517,342.791   MT  0.99999372   +0 03 40.2
 TU1116;UTM  04      - 2,371,640.054   620,961.166   MT  0.99978080   +0 25 36.5
 TU1116
 TU1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1116!SPC HI 3     -   0.99999499  x   0.99999372  =   0.99998871
 TU1116!UTM  04      -   0.99999499  x   0.99978080  =   0.99977579
 TU1116
 TU1116                          SUPERSEDED SURVEY CONTROL
 TU1116
 TU1116  NAD 83(1986)-  21 26 35.16022(N)    157 49 57.70924(W) AD(       ) 2
 TU1116  OLD HI      -  21 26 46.57952(N)    157 50 07.59542(W) AD(       ) 2
 TU1116
 TU1116.Superseded values are not recommended for survey control.
 TU1116.NGS no longer adjusts projects to the OLD HI datum.
 TU1116.See file dsdata.txt to determine how the superseded data were derived.
 TU1116
 TU1116_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2096171640(NAD 83)
 TU1116
 TU1116  HISTORY     - Date     Condition        Report By
 TU1116  HISTORY     - 1969     MONUMENTED       CGS
 TU1116
 TU1116                          STATION DESCRIPTION
 TU1116
 TU1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1116'SEE STATION HEEIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1030 ***********************************************************************
 TU1030  DESIGNATION -  STATE SURVEY 4 33 1969
 TU1030  PID         -  TU1030
 TU1030  STATE/COUNTY-  HI/HONOLULU
 TU1030  USGS QUAD   -  KOKO HEAD (1983)
 TU1030
 TU1030                         *CURRENT SURVEY CONTROL
 TU1030  ___________________________________________________________________
 TU1030* NAD 83(1993)-  21 21 12.25677(N)    157 42 26.26890(W)     ADJUSTED  
 TU1030* LOCAL TIDAL -         3.     (meters)      10.     (feet)  VERT ANG  
 TU1030  ___________________________________________________________________
 TU1030  EPOCH DATE  -        1993.62
 TU1030  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 TU1030  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1030
 TU1030  HORZ ORDER  -  SECOND
 TU1030
 TU1030.The horizontal coordinates were established by classical geodetic methods
 TU1030.and adjusted by the National Geodetic Survey in December 1998..
 TU1030.The horizontal coordinates are valid at the epoch date displayed above.
 TU1030.The epoch date for horizontal control is a decimal equivalence
 TU1030.of Year/Month/Day.
 TU1030
 TU1030.The orthometric height was determined by vertical angle observations.
 TU1030.No vertical observational check was made to the station.
 TU1030
 TU1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1030
 TU1030.The geoid height was determined by GEOID03.
 TU1030
 TU1030;                    North         East     Units Scale Factor Converg.
 TU1030;SPC HI 3     -    20,703.740   530,360.040   MT  1.00000139   +0 06 23.7
 TU1030;UTM  04      - 2,361,811.360   634,038.725   MT  0.99982201   +0 28 14.8
 TU1030
 TU1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1030!SPC HI 3     -   0.99999706  x   1.00000139  =   0.99999845
 TU1030!UTM  04      -   0.99999706  x   0.99982201  =   0.99981907
 TU1030
 TU1030                          SUPERSEDED SURVEY CONTROL
 TU1030
 TU1030  NAD 83(1986)-  21 21 12.20656(N)    157 42 26.27648(W) AD(       ) 2
 TU1030  OLD HI      -  21 21 23.61975(N)    157 42 36.15243(W) AD(       ) 2
 TU1030
 TU1030.Superseded values are not recommended for survey control.
 TU1030.NGS no longer adjusts projects to the OLD HI datum.
 TU1030.See file dsdata.txt to determine how the superseded data were derived.
 TU1030
 TU1030_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3403961811(NAD 83)
 TU1030
 TU1030  HISTORY     - Date     Condition        Report By
 TU1030  HISTORY     - 1969     MONUMENTED       CGS
 TU1030
 TU1030                          STATION DESCRIPTION
 TU1030
 TU1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1030'SEE STATION WAIMANALO RIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1035 ***********************************************************************
 TU1035  DESIGNATION -  STATE SURVEY 4 4 1969
 TU1035  PID         -  TU1035
 TU1035  STATE/COUNTY-  HI/HONOLULU
 TU1035  USGS QUAD   -  KOKO HEAD (1983)
 TU1035
 TU1035                         *CURRENT SURVEY CONTROL
 TU1035  ___________________________________________________________________
 TU1035* NAD 83(1993)-  21 19 58.20092(N)    157 43 14.49882(W)     ADJUSTED  
 TU1035* LOCAL TIDAL -        55.     (meters)     180.     (feet)  VERT ANG  
 TU1035  ___________________________________________________________________
 TU1035  EPOCH DATE  -        1993.62
 TU1035  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 TU1035  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU1035
 TU1035  HORZ ORDER  -  SECOND
 TU1035
 TU1035.The horizontal coordinates were established by classical geodetic methods
 TU1035.and adjusted by the National Geodetic Survey in December 1998..
 TU1035.The horizontal coordinates are valid at the epoch date displayed above.
 TU1035.The epoch date for horizontal control is a decimal equivalence
 TU1035.of Year/Month/Day.
 TU1035
 TU1035.The orthometric height was determined by vertical angle observations.
 TU1035.No vertical observational check was made to the station.
 TU1035
 TU1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1035
 TU1035.The geoid height was determined by GEOID03.
 TU1035
 TU1035;                    North         East     Units Scale Factor Converg.
 TU1035;SPC HI 3     -    18,423.557   528,974.475   MT  1.00000037   +0 06 05.8
 TU1035;UTM  04      - 2,359,522.835   632,667.923   MT  0.99981750   +0 27 55.7
 TU1035
 TU1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1035!SPC HI 3     -   0.99998887  x   1.00000037  =   0.99998924
 TU1035!UTM  04      -   0.99998887  x   0.99981750  =   0.99980638
 TU1035
 TU1035                          SUPERSEDED SURVEY CONTROL
 TU1035
 TU1035  NAD 83(1986)-  21 19 58.15068(N)    157 43 14.50670(W) AD(       ) 2
 TU1035  OLD HI      -  21 20 09.55861(N)    157 43 24.38019(W) AD(       ) 2
 TU1035
 TU1035.Superseded values are not recommended for survey control.
 TU1035.NGS no longer adjusts projects to the OLD HI datum.
 TU1035.See file dsdata.txt to determine how the superseded data were derived.
 TU1035
 TU1035_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3266859523(NAD 83)
 TU1035
 TU1035  HISTORY     - Date     Condition        Report By
 TU1035  HISTORY     - 1969     MONUMENTED       CGS
 TU1035
 TU1035                          STATION DESCRIPTION
 TU1035
 TU1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1035'SEE STATION TANK RM 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1045 ***********************************************************************
 TU1045  DESIGNATION -  STATE SURVEY 4 5 1969
 TU1045  PID         -  TU1045
 TU1045  STATE/COUNTY-  HI/HONOLULU
 TU1045  USGS QUAD   -  KOKO HEAD (1983)
 TU1045
 TU1045                         *CURRENT SURVEY CONTROL
 TU1045  ___________________________________________________________________
 TU1045* NAD 83(1993)-  21 20 07.66632(N)    157 44 36.48341(W)     ADJUSTED  
 TU1045* LOCAL TIDAL -        85.     (meters)     279.     (feet)  VERT ANG  
 TU1045  ___________________________________________________________________
 TU1045  EPOCH DATE  -        1993.62
 TU1045  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 TU1045  GEOID HEIGHT-          15.94  (meters)                     GEOID03
 TU1045
 TU1045  HORZ ORDER  -  SECOND
 TU1045
 TU1045.The horizontal coordinates were established by classical geodetic methods
 TU1045.and adjusted by the National Geodetic Survey in December 1998..
 TU1045.The horizontal coordinates are valid at the epoch date displayed above.
 TU1045.The epoch date for horizontal control is a decimal equivalence
 TU1045.of Year/Month/Day.
 TU1045
 TU1045.The orthometric height was determined by vertical angle observations.
 TU1045.No vertical observational check was made to the station.
 TU1045
 TU1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1045
 TU1045.The geoid height was determined by GEOID03.
 TU1045
 TU1045;                    North         East     Units Scale Factor Converg.
 TU1045;SPC HI 3     -    18,710.655   526,611.525   MT  0.99999875   +0 05 36.0
 TU1045;UTM  04      - 2,359,794.869   630,303.636   MT  0.99980981   +0 27 26.0
 TU1045
 TU1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1045!SPC HI 3     -   0.99998413  x   0.99999875  =   0.99998288
 TU1045!UTM  04      -   0.99998413  x   0.99980981  =   0.99979395
 TU1045
 TU1045                          SUPERSEDED SURVEY CONTROL
 TU1045
 TU1045  NAD 83(1986)-  21 20 07.61597(N)    157 44 36.49134(W) AD(       ) 2
 TU1045  OLD HI      -  21 20 19.02361(N)    157 44 46.36693(W) AD(       ) 2
 TU1045
 TU1045.Superseded values are not recommended for survey control.
 TU1045.NGS no longer adjusts projects to the OLD HI datum.
 TU1045.See file dsdata.txt to determine how the superseded data were derived.
 TU1045
 TU1045_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3030459795(NAD 83)
 TU1045
 TU1045  HISTORY     - Date     Condition        Report By
 TU1045  HISTORY     - 1969     MONUMENTED       CGS
 TU1045
 TU1045                          STATION DESCRIPTION
 TU1045
 TU1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1045'SEE STATION WAIMANALO RIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1042 ***********************************************************************
 TU1042  DESIGNATION -  STATE SURVEY 4 7 1969
 TU1042  PID         -  TU1042
 TU1042  STATE/COUNTY-  HI/HONOLULU
 TU1042  USGS QUAD   -  KOKO HEAD (1983)
 TU1042
 TU1042                         *CURRENT SURVEY CONTROL
 TU1042  ___________________________________________________________________
 TU1042* NAD 83(1993)-  21 20 45.97720(N)    157 44 00.05692(W)     ADJUSTED  
 TU1042* LOCAL TIDAL -        22.     (meters)      72.     (feet)  VERT ANG  
 TU1042  ___________________________________________________________________
 TU1042  EPOCH DATE  -        1993.62
 TU1042  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 TU1042  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU1042
 TU1042  HORZ ORDER  -  SECOND
 TU1042
 TU1042.The horizontal coordinates were established by classical geodetic methods
 TU1042.and adjusted by the National Geodetic Survey in December 1998..
 TU1042.The horizontal coordinates are valid at the epoch date displayed above.
 TU1042.The epoch date for horizontal control is a decimal equivalence
 TU1042.of Year/Month/Day.
 TU1042
 TU1042.The orthometric height was determined by vertical angle observations.
 TU1042.No vertical observational check was made to the station.
 TU1042
 TU1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1042
 TU1042.The geoid height was determined by GEOID03.
 TU1042
 TU1042;                    North         East     Units Scale Factor Converg.
 TU1042;SPC HI 3     -    19,890.684   527,659.180   MT  0.99999945   +0 05 49.4
 TU1042;UTM  04      - 2,360,981.308   631,343.578   MT  0.99981317   +0 27 40.1
 TU1042
 TU1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1042!SPC HI 3     -   0.99999404  x   0.99999945  =   0.99999349
 TU1042!UTM  04      -   0.99999404  x   0.99981317  =   0.99980722
 TU1042
 TU1042                          SUPERSEDED SURVEY CONTROL
 TU1042
 TU1042  NAD 83(1986)-  21 20 45.92684(N)    157 44 00.06466(W) AD(       ) 2
 TU1042  OLD HI      -  21 20 57.33710(N)    157 44 09.94077(W) AD(       ) 2
 TU1042
 TU1042.Superseded values are not recommended for survey control.
 TU1042.NGS no longer adjusts projects to the OLD HI datum.
 TU1042.See file dsdata.txt to determine how the superseded data were derived.
 TU1042
 TU1042_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3134460981(NAD 83)
 TU1042
 TU1042  HISTORY     - Date     Condition        Report By
 TU1042  HISTORY     - 1969     MONUMENTED       CGS
 TU1042
 TU1042                          STATION DESCRIPTION
 TU1042
 TU1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1042'SEE STATION WAIMANALO RIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1050 ***********************************************************************
 TU1050  DESIGNATION -  STATE SURVEY 4 8 1969
 TU1050  PID         -  TU1050
 TU1050  STATE/COUNTY-  HI/HONOLULU
 TU1050  USGS QUAD   -  MOKAPU (1983)
 TU1050
 TU1050                         *CURRENT SURVEY CONTROL
 TU1050  ___________________________________________________________________
 TU1050* NAD 83(1993)-  21 22 38.63338(N)    157 42 24.46817(W)     ADJUSTED  
 TU1050* LOCAL TIDAL -         4.     (meters)      13.     (feet)  VERT ANG  
 TU1050  ___________________________________________________________________
 TU1050  EPOCH DATE  -        1993.62
 TU1050  LAPLACE CORR-          -8.22  (seconds)                    DEFLEC99
 TU1050  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1050
 TU1050  HORZ ORDER  -  SECOND
 TU1050
 TU1050.The horizontal coordinates were established by classical geodetic methods
 TU1050.and adjusted by the National Geodetic Survey in December 1998..
 TU1050.The horizontal coordinates are valid at the epoch date displayed above.
 TU1050.The epoch date for horizontal control is a decimal equivalence
 TU1050.of Year/Month/Day.
 TU1050
 TU1050.The orthometric height was determined by vertical angle observations.
 TU1050.No vertical observational check was made to the station.
 TU1050
 TU1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1050
 TU1050.The geoid height was determined by GEOID03.
 TU1050
 TU1050;                    North         East     Units Scale Factor Converg.
 TU1050;SPC HI 3     -    23,360.440   530,406.970   MT  1.00000142   +0 06 24.8
 TU1050;UTM  04      - 2,364,467.828   634,068.753   MT  0.99982211   +0 28 17.2
 TU1050
 TU1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1050!SPC HI 3     -   0.99999691  x   1.00000142  =   0.99999833
 TU1050!UTM  04      -   0.99999691  x   0.99982211  =   0.99981902
 TU1050
 TU1050                          SUPERSEDED SURVEY CONTROL
 TU1050
 TU1050  NAD 83(1986)-  21 22 38.58327(N)    157 42 24.47580(W) AD(       ) 2
 TU1050  OLD HI      -  21 22 50.00091(N)    157 42 34.35341(W) AD(       ) 2
 TU1050
 TU1050.Superseded values are not recommended for survey control.
 TU1050.NGS no longer adjusts projects to the OLD HI datum.
 TU1050.See file dsdata.txt to determine how the superseded data were derived.
 TU1050
 TU1050_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3406964468(NAD 83)
 TU1050
 TU1050  HISTORY     - Date     Condition        Report By
 TU1050  HISTORY     - 1969     MONUMENTED       CGS
 TU1050
 TU1050                          STATION DESCRIPTION
 TU1050
 TU1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1050'SEE STATION WAIMANALO RIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1068 ***********************************************************************
 TU1068  DESIGNATION -  STATE SURVEY 4 9 1969
 TU1068  PID         -  TU1068
 TU1068  STATE/COUNTY-  HI/HONOLULU
 TU1068  USGS QUAD   -  MOKAPU (1983)
 TU1068
 TU1068                         *CURRENT SURVEY CONTROL
 TU1068  ___________________________________________________________________
 TU1068* NAD 83(1993)-  21 23 37.13957(N)    157 44 39.04785(W)     ADJUSTED  
 TU1068* LOCAL TIDAL -         2.     (meters)       7.     (feet)  VERT ANG  
 TU1068  ___________________________________________________________________
 TU1068  EPOCH DATE  -        1993.62
 TU1068  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 TU1068  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU1068
 TU1068  HORZ ORDER  -  SECOND
 TU1068
 TU1068.The horizontal coordinates were established by classical geodetic methods
 TU1068.and adjusted by the National Geodetic Survey in December 1998..
 TU1068.The horizontal coordinates are valid at the epoch date displayed above.
 TU1068.The epoch date for horizontal control is a decimal equivalence
 TU1068.of Year/Month/Day.
 TU1068
 TU1068.The orthometric height was determined by vertical angle observations.
 TU1068.No vertical observational check was made to the station.
 TU1068
 TU1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1068
 TU1068.The geoid height was determined by GEOID03.
 TU1068
 TU1068;                    North         East     Units Scale Factor Converg.
 TU1068;SPC HI 3     -    25,153.089   526,527.150   MT  0.99999869   +0 05 35.9
 TU1068;UTM  04      - 2,366,235.418   630,178.317   MT  0.99980941   +0 27 29.4
 TU1068
 TU1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1068!SPC HI 3     -   0.99999719  x   0.99999869  =   0.99999588
 TU1068!UTM  04      -   0.99999719  x   0.99980941  =   0.99980660
 TU1068
 TU1068                          SUPERSEDED SURVEY CONTROL
 TU1068
 TU1068  NAD 83(1986)-  21 23 37.08953(N)    157 44 39.05563(W) AD(       ) 2
 TU1068  OLD HI      -  21 23 48.50697(N)    157 44 48.93541(W) AD(       ) 2
 TU1068
 TU1068.Superseded values are not recommended for survey control.
 TU1068.NGS no longer adjusts projects to the OLD HI datum.
 TU1068.See file dsdata.txt to determine how the superseded data were derived.
 TU1068
 TU1068_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3017866235(NAD 83)
 TU1068_MARKER: DD = SURVEY DISK
 TU1068_SETTING: 0 = UNSPECIFIED SETTING
 TU1068
 TU1068  HISTORY     - Date     Condition        Report By
 TU1068  HISTORY     - 1969     MONUMENTED       CGS
 TU1068  HISTORY     - 1983     MARK NOT FOUND   USCG
 TU1068
 TU1068                          STATION DESCRIPTION
 TU1068
 TU1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1068'STATION IS LOCATED IN KAILUA DISTRICT ABOUT 1.23 MILES NORTHEAST
 TU1068'OF CASTLE HOSPITAL, ON THE SOUTH SIDE OF KAILUA ROAD OPPOSITE HOOLAI
 TU1068'STREET AT 737 KAILUA ROAD IN THE BUSINESS SECTION OF KAILUA TOWN.
 TU1068'
 TU1068'STATION IS A STANDARD STATE SURVEY DISK STAMPED 4-9 1969 CEMENTED
 TU1068'IN DRILL HOLE IN CONCRETE SIDEWALK.  TIES FROM STATION
 TU1068'ARE--S.W. 73.0 FT. TO FIRE HYDRANT W322.  W. 20.94 FT. TO BRASS
 TU1068'PIN IN STREET SURVEY MONUMENT.  N.W. 1.86 FT. TO + CUT IN CONCRETE
 TU1068'SIDEWALK.  N.E. 18.01 FT. TO BRASS PIN IN STREET SURVEY
 TU1068'MONUMENT.  S.W. 2.268 FT. TO + CUT IN CONCRETE SIDEWALK.
 TU1068'
 TU1068'GEODIMETER CONNECTION WAS MADE BETWEEN PUU O EHU AND STATE
 TU1068'SURVEY 4-9
 TU1068
 TU1068                          STATION RECOVERY (1983)
 TU1068
 TU1068'RECOVERY NOTE BY US COAST GUARD 1983 (MMB)
 TU1068'4-9-1963 NOT RECOVERED.
 TU1068'
 TU1068'STATION NOT RECOVERED - NOT FOUND - STATE SURVEYS WERE PRESENT,
 TU1068'FIRE HYDRANT PRESENT.  WINDWARD TRAVEL AND UNIVERSAL MOTORS NO
 TU1068'LONGER EXIST AT PRESENT LOCATION.  POSSIBLY COULD BE A NEW CONCRETE
 TU1068'SIDEWALK AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1461 ***********************************************************************
 TU1461  DESIGNATION -  STATE SURVEY 5 1 1969
 TU1461  PID         -  TU1461
 TU1461  STATE/COUNTY-  HI/HONOLULU
 TU1461  USGS QUAD   -  KAHANA (1983)
 TU1461
 TU1461                         *CURRENT SURVEY CONTROL
 TU1461  ___________________________________________________________________
 TU1461* NAD 83(1993)-  21 33 33.75300(N)    157 51 50.24902(W)     ADJUSTED  
 TU1461* LOCAL TIDAL -        49.     (meters)     161.     (feet)  VERT ANG  
 TU1461  ___________________________________________________________________
 TU1461  EPOCH DATE  -        1993.62
 TU1461  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 TU1461  GEOID HEIGHT-          14.76  (meters)                     GEOID03
 TU1461
 TU1461  HORZ ORDER  -  SECOND
 TU1461
 TU1461.The horizontal coordinates were established by classical geodetic methods
 TU1461.and adjusted by the National Geodetic Survey in December 1998..
 TU1461.The horizontal coordinates are valid at the epoch date displayed above.
 TU1461.The epoch date for horizontal control is a decimal equivalence
 TU1461.of Year/Month/Day.
 TU1461
 TU1461.The orthometric height was determined by vertical angle observations.
 TU1461.No vertical observational check was made to the station.
 TU1461
 TU1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1461
 TU1461.The geoid height was determined by GEOID03.
 TU1461
 TU1461;                    North         East     Units Scale Factor Converg.
 TU1461;SPC HI 3     -    43,487.171   514,090.834   MT  0.99999245   +0 02 60.0
 TU1461;UTM  04      - 2,384,485.897   617,627.662   MT  0.99977097   +0 25 03.0
 TU1461
 TU1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1461!SPC HI 3     -   0.99998998  x   0.99999245  =   0.99998243
 TU1461!UTM  04      -   0.99998998  x   0.99977097  =   0.99976095
 TU1461
 TU1461                          SUPERSEDED SURVEY CONTROL
 TU1461
 TU1461  NAD 83(1986)-  21 33 33.70527(N)    157 51 50.25784(W) AD(       ) 2
 TU1461  OLD HI      -  21 33 45.14491(N)    157 52 00.15398(W) AD(       ) 2
 TU1461
 TU1461.Superseded values are not recommended for survey control.
 TU1461.NGS no longer adjusts projects to the OLD HI datum.
 TU1461.See file dsdata.txt to determine how the superseded data were derived.
 TU1461
 TU1461_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1762884486(NAD 83)
 TU1461
 TU1461  HISTORY     - Date     Condition        Report By
 TU1461  HISTORY     - 1969     MONUMENTED       CGS
 TU1461  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1461  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU1461
 TU1461                          STATION DESCRIPTION
 TU1461
 TU1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1461'THE STATION IS LOCATED IN KOOLAULOA DISTRICT, ON RIDGE JUST SOUTH
 TU1461'OF PUUMAHIA POINT, AT THE SOUTHEAST EXTREMITY OF KAHANA BAY.
 TU1461'
 TU1461'THE STATION MARK IS A STANDARD STATE OF HAWAII STATION DISK
 TU1461'STAMPED 5-1 1969 AND SET IN A DRILL HOLE IN ABOUT THE MIDDLE OF
 TU1461'THE TOP OF A CONCRETE PILL-BOX.
 TU1461'
 TU1461'TO REACH THE STATION FROM THE KAAAWA POST OFFICE, GO NORTH ALONG
 TU1461'KAMEHAMEHA HIGHWAY FOR 0.80 MILE, ABOUT 0.1 MILE BEYOND CROUCHING
 TU1461'LION INN, TO FOOT OF RIDGE ON THE SOUTHWEST SIDE OF THE
 TU1461'HIGHWAY.  PACK UP RIDGE ON THE TRAIL BETWEEN POLES 279 AND 280 TO
 TU1461'THE SECOND OF TWO OLD ARMY CONCRETE PILL-BOXES.
 TU1461'
 TU1461'NOTE--THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 TU1461'
 TU1461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1461'ABOUT .7 MILE NORTH OF KAAAWA.
 TU1461
 TU1461                          STATION RECOVERY (1975)
 TU1461
 TU1461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU1461'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED
 TU1461'ABOUT 3/4 MILE NORTHWEST OF THE TOWN OF KAAAWA, ON MAHIE POINT,
 TU1461'ABOUT 100 YARDS NORTHWEST OF THE CROUCHING LION INN, ON THE
 TU1461'ROOF OF THE HIGHER TWO, SMALL, CONCRETE OBSERVATION POSTS,
 TU1461'ABOUT 100 FEET HIGHER THAN THE HIGHWAY AND ON A SLOPING ROCKY
 TU1461'RIDGE.
 TU1461'
 TU1461'THE STATION IS A STATE OF HAWAII SURVEY DISK STAMPED 5-1 1969
 TU1461'SET IN A DRILL HOLE, ABOUT IN THE CENTER OF THE ROOF OF THE
 TU1461'OBSERVATION POST, 6.2 FEET SOUTH OF THE NORTH CORNER OF THE
 TU1461'FLAT ROOF.  THE ROOF OF THE POST MEASURES ABOUT 7-1/2 FEET BY
 TU1461'10-1/2 FEET.
 TU1461'
 TU1461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1461'3/4 MILE NORTHWEST OF KAAAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1734 ***********************************************************************
 TU1734  DESIGNATION -  STATE SURVEY 8 4A
 TU1734  PID         -  TU1734
 TU1734  STATE/COUNTY-  HI/HONOLULU
 TU1734  USGS QUAD   -  WAIANAE (1983)
 TU1734
 TU1734                         *CURRENT SURVEY CONTROL
 TU1734  ___________________________________________________________________
 TU1734* NAD 83(1993)-  21 25 48.36141(N)    158 10 58.19067(W)     ADJUSTED  
 TU1734* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1734  ___________________________________________________________________
 TU1734  EPOCH DATE  -        1993.62
 TU1734  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 TU1734  GEOID HEIGHT-          15.36  (meters)                     GEOID03
 TU1734
 TU1734  HORZ ORDER  -  THIRD
 TU1734
 TU1734.The horizontal coordinates were established by classical geodetic methods
 TU1734.and adjusted by the National Geodetic Survey in December 1998..
 TU1734.The horizontal coordinates are valid at the epoch date displayed above.
 TU1734.The epoch date for horizontal control is a decimal equivalence
 TU1734.of Year/Month/Day.
 TU1734
 TU1734.The orthometric height was scaled from a topographic map.
 TU1734
 TU1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1734
 TU1734.The geoid height was determined by GEOID03.
 TU1734
 TU1734;                    North         East     Units Scale Factor Converg.
 TU1734;SPC HI 3     -    29,178.384   481,046.169   MT  0.99999444   -0 04 00.5
 TU1734;UTM  04      - 2,369,969.888   584,683.875   MT  0.99968861   +0 17 54.9
 TU1734
 TU1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1734!SPC HI 3     -   0.99999711  x   0.99999444  =   0.99999155
 TU1734!UTM  04      -   0.99999711  x   0.99968861  =   0.99968573
 TU1734
 TU1734:                Primary Azimuth Mark                     Grid Az
 TU1734:SPC HI 3     -  PUU O HULU MAKAI RESET                   157 30 26.8
 TU1734:UTM  04      -  PUU O HULU MAKAI RESET                   157 08 31.4
 TU1734
 TU1734|---------------------------------------------------------------------|
 TU1734| PID    Reference Object                     Distance      Geod. Az  |
 TU1734|                                                           dddmmss.s |
 TU1734| TU1708 PUU O HULU MAKAI RESET              APPROX. 3.5 KM 1572626.3 |
 TU1734| TU1735 PT 795+18.65                        175.136 METERS 34629     |
 TU1734|---------------------------------------------------------------------|
 TU1734
 TU1734                          SUPERSEDED SURVEY CONTROL
 TU1734
 TU1734  NAD 83(1986)-  21 25 48.30936(N)    158 10 58.20330(W) AD(       ) 3
 TU1734  OLD HI      -  21 25 59.70016(N)    158 11 08.09753(W) AD(       ) 3
 TU1734
 TU1734.Superseded values are not recommended for survey control.
 TU1734.NGS no longer adjusts projects to the OLD HI datum.
 TU1734.See file dsdata.txt to determine how the superseded data were derived.
 TU1734
 TU1734_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8468469970(NAD 83)
 TU1734_MARKER: Z = SEE DESCRIPTION
 TU1734_SETTING: 0 = UNSPECIFIED SETTING
 TU1734
 TU1734  HISTORY     - Date     Condition        Report By
 TU1734  HISTORY     - 1970     MONUMENTED       HIDT
 TU1734
 TU1734                          STATION DESCRIPTION
 TU1734
 TU1734'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1734'TO REACH STATION, HEAD 0.7 MILE SOUTHEAST ALONG HIGHWAY 90 FROM
 TU1734'THE POST OFFICE AT WAIANAE TO THE ENTRANCE OF LUALUALEI
 TU1734'PARK.  THENCE TURN RIGHT AND PROCEED 0.1 MILE IN A SOUTHEASTERLY
 TU1734'DIRECTION ON PARK ROAD TO PARKING STALL NO. 10 TO STATION.
 TU1734'
 TU1734'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-4A - 1970
 TU1734'SET IN CONCRETE IN A CORAL HOLE.  TIES TO STATION ARE--86.0
 TU1734'FEET SOUTHWEST FROM THE WEST CORNER OF PARKING STALL
 TU1734'NO. 10 92.9 FEET SOUTHWEST FROM THE SOUTH CORNER OF PARKING STALL
 TU1734'NO. 9.  17.0 FEET SOUTH FROM THE NORTHWEST CORNER OF A CONCRETE
 TU1734'BUNKER.  14.5 FEET SOUTHWEST FROM THE SOUTH CORNER OF CONCRETE
 TU1734'BUNKER AND 69.0 FEET SOUTHEAST FROM THE POINT OF A COVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1733 ***********************************************************************
 TU1733  DESIGNATION -  STATE SURVEY 8 4B
 TU1733  PID         -  TU1733
 TU1733  STATE/COUNTY-  HI/HONOLULU
 TU1733  USGS QUAD   -  WAIANAE (1983)
 TU1733
 TU1733                         *CURRENT SURVEY CONTROL
 TU1733  ___________________________________________________________________
 TU1733* NAD 83(1993)-  21 25 30.76806(N)    158 10 42.56364(W)     ADJUSTED  
 TU1733* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1733  ___________________________________________________________________
 TU1733  EPOCH DATE  -        1993.62
 TU1733  LAPLACE CORR-           8.12  (seconds)                    DEFLEC99
 TU1733  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1733
 TU1733  HORZ ORDER  -  THIRD
 TU1733
 TU1733.The horizontal coordinates were established by classical geodetic methods
 TU1733.and adjusted by the National Geodetic Survey in December 1998..
 TU1733.The horizontal coordinates are valid at the epoch date displayed above.
 TU1733.The epoch date for horizontal control is a decimal equivalence
 TU1733.of Year/Month/Day.
 TU1733
 TU1733.The orthometric height was scaled from a topographic map.
 TU1733
 TU1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1733
 TU1733.The geoid height was determined by GEOID03.
 TU1733
 TU1733;                    North         East     Units Scale Factor Converg.
 TU1733;SPC HI 3     -    28,636.763   481,495.564   MT  0.99999423   -0 03 54.7
 TU1733;UTM  04      - 2,369,431.308   585,136.576   MT  0.99968956   +0 18 00.4
 TU1733
 TU1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1733!SPC HI 3     -   0.99999711  x   0.99999423  =   0.99999134
 TU1733!UTM  04      -   0.99999711  x   0.99968956  =   0.99968667
 TU1733
 TU1733:                Primary Azimuth Mark                     Grid Az
 TU1733:SPC HI 3     -  PUU O HULU MAKAI RESET                   161 41 59.4
 TU1733:UTM  04      -  PUU O HULU MAKAI RESET                   161 20 04.3
 TU1733
 TU1733|---------------------------------------------------------------------|
 TU1733| PID    Reference Object                     Distance      Geod. Az  |
 TU1733|                                                           dddmmss.s |
 TU1733| TU1708 PUU O HULU MAKAI RESET              APPROX. 2.8 KM 1613804.7 |
 TU1733|---------------------------------------------------------------------|
 TU1733
 TU1733                          SUPERSEDED SURVEY CONTROL
 TU1733
 TU1733  NAD 83(1986)-  21 25 30.71604(N)    158 10 42.57624(W) AD(       ) 3
 TU1733  OLD HI      -  21 25 42.10610(N)    158 10 52.46980(W) AD(       ) 3
 TU1733
 TU1733.Superseded values are not recommended for survey control.
 TU1733.NGS no longer adjusts projects to the OLD HI datum.
 TU1733.See file dsdata.txt to determine how the superseded data were derived.
 TU1733
 TU1733_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8513769431(NAD 83)
 TU1733_MARKER: Z = SEE DESCRIPTION
 TU1733_SETTING: 0 = UNSPECIFIED SETTING
 TU1733
 TU1733  HISTORY     - Date     Condition        Report By
 TU1733  HISTORY     - 1970     MONUMENTED       HIDT
 TU1733
 TU1733                          STATION DESCRIPTION
 TU1733
 TU1733'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1733'STATION IS LOCATED 1.3 MILES SOUTHEAST ALONG HIGHWAY 90 FROM THE
 TU1733'POST OFFICE AT WAIANAE, AT THE INTERSECTION OF LOPIKANE STREET,
 TU1733'ON THE SOUTHERLY SIDE OF THE HIGHWAY ABOUT THE TOE OF A SAND
 TU1733'EMBANKMENT.
 TU1733'
 TU1733'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-4B - 1970
 TU1733'SET IN A CONCRETE MONUMENT.  TIES TO STATION ARE--43.3 FEET
 TU1733'SOUTH FROM EXISTING CENTERLINE OF HIGHWAY 90.  10.7 FEET
 TU1733'SOUTHEAST FROM A KIAWE TREE.  31.5 FEET SOUTHEAST FROM POWER
 TU1733'POLE 125.  15.5 FEET NORTH FROM THE EDGE OF A CONCRETE
 TU1733'CURB.  28.2 FEET NORTH FROM THE CORNER OF CONCRETE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1731 ***********************************************************************
 TU1731  DESIGNATION -  STATE SURVEY 8 4C
 TU1731  PID         -  TU1731
 TU1731  STATE/COUNTY-  HI/HONOLULU
 TU1731  USGS QUAD   -  WAIANAE (1983)
 TU1731
 TU1731                         *CURRENT SURVEY CONTROL
 TU1731  ___________________________________________________________________
 TU1731* NAD 83(1993)-  21 24 56.29469(N)    158 10 37.05297(W)     ADJUSTED  
 TU1731* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1731  ___________________________________________________________________
 TU1731  EPOCH DATE  -        1993.62
 TU1731  LAPLACE CORR-           8.30  (seconds)                    DEFLEC99
 TU1731  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU1731
 TU1731  HORZ ORDER  -  THIRD
 TU1731
 TU1731.The horizontal coordinates were established by classical geodetic methods
 TU1731.and adjusted by the National Geodetic Survey in December 1998..
 TU1731.The horizontal coordinates are valid at the epoch date displayed above.
 TU1731.The epoch date for horizontal control is a decimal equivalence
 TU1731.of Year/Month/Day.
 TU1731
 TU1731.The orthometric height was scaled from a topographic map.
 TU1731
 TU1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1731
 TU1731.The geoid height was determined by GEOID03.
 TU1731
 TU1731;                    North         East     Units Scale Factor Converg.
 TU1731;SPC HI 3     -    27,576.318   481,653.063   MT  0.99999416   -0 03 52.6
 TU1731;UTM  04      - 2,368,372.211   585,300.782   MT  0.99968991   +0 18 01.9
 TU1731
 TU1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1731!SPC HI 3     -   0.99999696  x   0.99999416  =   0.99999112
 TU1731!UTM  04      -   0.99999696  x   0.99968991  =   0.99968687
 TU1731
 TU1731:                Primary Azimuth Mark                     Grid Az
 TU1731:SPC HI 3     -  PUU O HULU MAKAI RESET                   155 50 42.7
 TU1731:UTM  04      -  PUU O HULU MAKAI RESET                   155 28 48.2
 TU1731
 TU1731|---------------------------------------------------------------------|
 TU1731| PID    Reference Object                     Distance      Geod. Az  |
 TU1731|                                                           dddmmss.s |
 TU1731| TU1708 PUU O HULU MAKAI RESET              APPROX. 1.8 KM 1554650.1 |
 TU1731| TU0611 8 7 A                               312.738 METERS 16926     |
 TU1731|---------------------------------------------------------------------|
 TU1731
 TU1731                          SUPERSEDED SURVEY CONTROL
 TU1731
 TU1731  NAD 83(1986)-  21 24 56.24260(N)    158 10 37.06549(W) AD(       ) 3
 TU1731  OLD HI      -  21 25 07.63105(N)    158 10 46.95823(W) AD(       ) 3
 TU1731
 TU1731.Superseded values are not recommended for survey control.
 TU1731.NGS no longer adjusts projects to the OLD HI datum.
 TU1731.See file dsdata.txt to determine how the superseded data were derived.
 TU1731
 TU1731_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8530168372(NAD 83)
 TU1731_MARKER: Z = SEE DESCRIPTION
 TU1731_SETTING: 0 = UNSPECIFIED SETTING
 TU1731
 TU1731  HISTORY     - Date     Condition        Report By
 TU1731  HISTORY     - 1971     MONUMENTED       HIDT
 TU1731
 TU1731                          STATION DESCRIPTION
 TU1731
 TU1731'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1971
 TU1731'TO REACH STATION, FROM THE POST OFFICE AT NANAKULI, HEAD 2.0
 TU1731'MILES SOUTHEAST ALONG STATE HIGHWAY 90 TO THE INTERSECTION AT
 TU1731'ST. JOHNS ROAD.  STATION IS LOCATED ON THE WESTERLY SIDE OF
 TU1731'HIGHWAY 90 ABOUT THE EDGE OF A CORAL SHOULDER.
 TU1731'
 TU1731'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-4C 1971
 TU1731'SET IN A CONCRETE MONUMENT AND ABOUT 0.2 FT. BELOW GROUND
 TU1731'LEVEL.  TIES TO STATION ARE--S 71.85 FT. FROM FIRE HYDRANT
 TU1731'L1517, SE 49.65 FT. FROM A REFERENCE SPIKE AND NNE 65.7 FT. FROM
 TU1731'POLE 561.
 TU1731'
 TU1731'THIS STATION WAS ESTABLISHED TO REPLACE SS 8-7, DUE TO THE
 TU1731'WIDENING OF HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1694 ***********************************************************************
 TU1694  DESIGNATION -  STATE SURVEY 8 5 1969
 TU1694  PID         -  TU1694
 TU1694  STATE/COUNTY-  HI/HONOLULU
 TU1694  USGS QUAD   -  WAIANAE (1983)
 TU1694
 TU1694                         *CURRENT SURVEY CONTROL
 TU1694  ___________________________________________________________________
 TU1694* NAD 83(1993)-  21 26 57.59372(N)    158 11 05.47563(W)     ADJUSTED  
 TU1694* LOCAL TIDAL -         5.     (meters)      16.     (feet)  VERT ANG  
 TU1694  ___________________________________________________________________
 TU1694  EPOCH DATE  -        1993.62
 TU1694  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 TU1694  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU1694
 TU1694  HORZ ORDER  -  SECOND
 TU1694
 TU1694.The horizontal coordinates were established by classical geodetic methods
 TU1694.and adjusted by the National Geodetic Survey in December 1998..
 TU1694.The horizontal coordinates are valid at the epoch date displayed above.
 TU1694.The epoch date for horizontal control is a decimal equivalence
 TU1694.of Year/Month/Day.
 TU1694
 TU1694.The orthometric height was determined by vertical angle observations.
 TU1694.No vertical observational check was made to the station.
 TU1694
 TU1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1694
 TU1694.The geoid height was determined by GEOID03.
 TU1694
 TU1694;                    North         East     Units Scale Factor Converg.
 TU1694;SPC HI 3     -    31,307.949   480,838.895   MT  0.99999453   -0 04 03.4
 TU1694;UTM  04      - 2,372,097.435   584,463.087   MT  0.99968815   +0 17 53.2
 TU1694
 TU1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1694!SPC HI 3     -   0.99999679  x   0.99999453  =   0.99999132
 TU1694!UTM  04      -   0.99999679  x   0.99968815  =   0.99968494
 TU1694
 TU1694                          SUPERSEDED SURVEY CONTROL
 TU1694
 TU1694  NAD 83(1986)-  21 26 57.54197(N)    158 11 05.48829(W) AD(       ) 2
 TU1694  OLD HI      -  21 27 08.93607(N)    158 11 15.38466(W) AD(       ) 2
 TU1694
 TU1694.Superseded values are not recommended for survey control.
 TU1694.NGS no longer adjusts projects to the OLD HI datum.
 TU1694.See file dsdata.txt to determine how the superseded data were derived.
 TU1694
 TU1694_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8446372097(NAD 83)
 TU1694
 TU1694  HISTORY     - Date     Condition        Report By
 TU1694  HISTORY     - 1969     MONUMENTED       CGS
 TU1694
 TU1694                          STATION DESCRIPTION
 TU1694
 TU1694'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1694'SEE STATION PAHEEHEE NEW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1693 ***********************************************************************
 TU1693  DESIGNATION -  STATE SURVEY 8 6 1969
 TU1693  PID         -  TU1693
 TU1693  STATE/COUNTY-  HI/HONOLULU
 TU1693  USGS QUAD   -  WAIANAE (1983)
 TU1693
 TU1693                         *CURRENT SURVEY CONTROL
 TU1693  ___________________________________________________________________
 TU1693* NAD 83(1993)-  21 27 35.54457(N)    158 10 07.68816(W)     ADJUSTED  
 TU1693* LOCAL TIDAL -        55.     (meters)     180.     (feet)  VERT ANG  
 TU1693  ___________________________________________________________________
 TU1693  EPOCH DATE  -        1993.62
 TU1693  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 TU1693  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1693
 TU1693  HORZ ORDER  -  SECOND
 TU1693
 TU1693.The horizontal coordinates were established by classical geodetic methods
 TU1693.and adjusted by the National Geodetic Survey in December 1998..
 TU1693.The horizontal coordinates are valid at the epoch date displayed above.
 TU1693.The epoch date for horizontal control is a decimal equivalence
 TU1693.of Year/Month/Day.
 TU1693
 TU1693.The orthometric height was determined by vertical angle observations.
 TU1693.No vertical observational check was made to the station.
 TU1693
 TU1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1693
 TU1693.The geoid height was determined by GEOID03.
 TU1693
 TU1693;                    North         East     Units Scale Factor Converg.
 TU1693;SPC HI 3     -    32,473.294   482,504.037   MT  0.99999378   -0 03 42.3
 TU1693;UTM  04      - 2,373,273.029   586,120.250   MT  0.99969165   +0 18 14.8
 TU1693
 TU1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1693!SPC HI 3     -   0.99998890  x   0.99999378  =   0.99998268
 TU1693!UTM  04      -   0.99998890  x   0.99969165  =   0.99968055
 TU1693
 TU1693                          SUPERSEDED SURVEY CONTROL
 TU1693
 TU1693  NAD 83(1986)-  21 27 35.49299(N)    158 10 07.70063(W) AD(       ) 2
 TU1693  OLD HI      -  21 27 46.89022(N)    158 10 17.59749(W) AD(       ) 2
 TU1693
 TU1693.Superseded values are not recommended for survey control.
 TU1693.NGS no longer adjusts projects to the OLD HI datum.
 TU1693.See file dsdata.txt to determine how the superseded data were derived.
 TU1693
 TU1693_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8612073273(NAD 83)
 TU1693_MARKER: Z = SEE DESCRIPTION
 TU1693_SETTING: 0 = UNSPECIFIED SETTING
 TU1693
 TU1693  HISTORY     - Date     Condition        Report By
 TU1693  HISTORY     - 1969     MONUMENTED       CGS
 TU1693
 TU1693                          STATION DESCRIPTION
 TU1693
 TU1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1693'STATION IS LOCATED IN WAIANAE DISTRICT, IN WAIANAE VALLEY AND
 TU1693'WAIANAE HOMESTEADS.
 TU1693'
 TU1693'TO REACH STATION FROM JUNCTION OF FARRINGTON HIGHWAY AND WAIANAE
 TU1693'HOMESTEAD ROAD, GO NORTHEASTERLY ALONG THE HOMESTEAD ROAD FOR 1.95
 TU1693'MILES TO HAWAIIAN CHURCH ON LEFT.  STATION IS CLOSE TO FENCE LINE
 TU1693'AND JUST SOUTH OF GATE TO CHURCH YARD.  (PORTION OF LOT 35 OF
 TU1693'WAIANAE HOMESTEADS).
 TU1693'
 TU1693'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-6 1969 IN
 TU1693'CONCRETE MONUMENT FLUSH WITH GROUND, IN GRASSY ROAD SHOULDER
 TU1693'BETWEEN EDGE OF PAVEMENT AND FENCE LINE, ON NORTHWEST SIDE OF
 TU1693'WAIANAE HOMESTEAD ROAD.  TIES FROM STATION ARE--W 37.0 FT. TO
 TU1693'SOUTH CORNER FENCE POST OF CHURCH LOT, NW 6.4 FT. TO SPIKE IN
 TU1693'KIAWE TREE, NW 2.2 FT. FENCE LINE, NE 7.6 FT. AND 14.7 FT.
 TU1693'RESPECTIVELY TO WATER METER BOX AND WESTERLY GATE POST AND SE
 TU1693'11.1 FT. TO EDGE PAVEMENT.
 TU1693'
 TU1693'SUB-SURFACE MARK IS IDENTICAL, IN CONCRETE MONUMENT 3.0 FT. BELOW
 TU1693'GROUND LEVEL AND SEPARATED FROM TOP MONUMENT WITH A LAYER OF SAND.
 TU1693'
 TU1693'GEODIMETER CONNECTION WAS MADE BETWEEN PAHEEHEE NEW 1927 AND
 TU1693'STATE SURVEY 8-6 1969
 TU1693'
 TU1693'NOTE--STATION PLACED TO SEE GOVT STATION KUWALE ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1732 ***********************************************************************
 TU1732  DESIGNATION -  STATE SURVEY 8 7B
 TU1732  PID         -  TU1732
 TU1732  STATE/COUNTY-  HI/HONOLULU
 TU1732  USGS QUAD   -  WAIANAE (1983)
 TU1732
 TU1732                         *CURRENT SURVEY CONTROL
 TU1732  ___________________________________________________________________
 TU1732* NAD 83(1993)-  21 24 28.70906(N)    158 10 38.81772(W)     ADJUSTED  
 TU1732* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1732  ___________________________________________________________________
 TU1732  EPOCH DATE  -        1993.62
 TU1732  LAPLACE CORR-           8.62  (seconds)                    DEFLEC99
 TU1732  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU1732
 TU1732  HORZ ORDER  -  THIRD
 TU1732
 TU1732.The horizontal coordinates were established by classical geodetic methods
 TU1732.and adjusted by the National Geodetic Survey in December 1998..
 TU1732.The horizontal coordinates are valid at the epoch date displayed above.
 TU1732.The epoch date for horizontal control is a decimal equivalence
 TU1732.of Year/Month/Day.
 TU1732
 TU1732.The orthometric height was scaled from a topographic map.
 TU1732
 TU1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1732
 TU1732.The geoid height was determined by GEOID03.
 TU1732
 TU1732;                    North         East     Units Scale Factor Converg.
 TU1732;SPC HI 3     -    26,727.951   481,601.280   MT  0.99999418   -0 03 53.2
 TU1732;UTM  04      - 2,367,523.789   585,254.419   MT  0.99968981   +0 18 00.9
 TU1732
 TU1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1732!SPC HI 3     -   0.99999728  x   0.99999418  =   0.99999146
 TU1732!UTM  04      -   0.99999728  x   0.99968981  =   0.99968709
 TU1732
 TU1732:                Primary Azimuth Mark                     Grid Az
 TU1732:SPC HI 3     -  8 7 A                                    011 22 29.6
 TU1732:UTM  04      -  8 7 A                                    011 00 35.5
 TU1732
 TU1732|---------------------------------------------------------------------|
 TU1732| PID    Reference Object                     Distance      Geod. Az  |
 TU1732|                                                           dddmmss.s |
 TU1732| TU0611 8 7 A                               APPROX. 0.6 KM 0111836.4 |
 TU1732| TU1730 STATE SURVEY 8 7C                   APPROX. 0.7 KM 1733926.0 |
 TU1732|---------------------------------------------------------------------|
 TU1732
 TU1732                          SUPERSEDED SURVEY CONTROL
 TU1732
 TU1732  NAD 83(1986)-  21 24 28.65688(N)    158 10 38.83016(W) AD(       ) 3
 TU1732  OLD HI      -  21 24 40.04347(N)    158 10 48.72237(W) AD(       ) 3
 TU1732
 TU1732.Superseded values are not recommended for survey control.
 TU1732.NGS no longer adjusts projects to the OLD HI datum.
 TU1732.See file dsdata.txt to determine how the superseded data were derived.
 TU1732
 TU1732_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8525467524(NAD 83)
 TU1732_MARKER: Z = SEE DESCRIPTION
 TU1732_SETTING: 0 = UNSPECIFIED SETTING
 TU1732
 TU1732  HISTORY     - Date     Condition        Report By
 TU1732  HISTORY     - 1970     MONUMENTED       HIDT
 TU1732
 TU1732                          STATION DESCRIPTION
 TU1732
 TU1732'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1732'STATION IS LOCATED 2.45 MILES NORTHWEST FROM THE POST OFFICE
 TU1732'AT NANAKULI ALONG HIGHWAY 90 IN A WESTERLY DIRECTION FROM HOUSE
 TU1732'87-802 IN A SANDY AREA.
 TU1732'
 TU1732'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-7B - 1970
 TU1732'SET IN A CONCRETE MONUMENT.  TIES TO STATION ARE--96.5 FEET
 TU1732'WEST NORTHWEST FROM A CHAIN LINK FENCE IN LINE WITH THE NORTH
 TU1732'SIDE OF HOUSE 87-802 AND 159.0 FEET NORTHEAST FROM A BOUNDARY
 TU1732'BRASS DISK SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1730 ***********************************************************************
 TU1730  DESIGNATION -  STATE SURVEY 8 7C
 TU1730  PID         -  TU1730
 TU1730  STATE/COUNTY-  HI/HONOLULU
 TU1730  USGS QUAD   -  WAIANAE (1983)
 TU1730
 TU1730                         *CURRENT SURVEY CONTROL
 TU1730  ___________________________________________________________________
 TU1730* NAD 83(1993)-  21 24 06.91104(N)    158 10 36.23038(W)     ADJUSTED  
 TU1730* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1730  ___________________________________________________________________
 TU1730  EPOCH DATE  -        1993.62
 TU1730  LAPLACE CORR-           8.73  (seconds)                    DEFLEC99
 TU1730  GEOID HEIGHT-          15.24  (meters)                     GEOID03
 TU1730
 TU1730  HORZ ORDER  -  THIRD
 TU1730
 TU1730.The horizontal coordinates were established by classical geodetic methods
 TU1730.and adjusted by the National Geodetic Survey in December 1998..
 TU1730.The horizontal coordinates are valid at the epoch date displayed above.
 TU1730.The epoch date for horizontal control is a decimal equivalence
 TU1730.of Year/Month/Day.
 TU1730
 TU1730.The orthometric height was scaled from a topographic map.
 TU1730
 TU1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1730
 TU1730.The geoid height was determined by GEOID03.
 TU1730
 TU1730;                    North         East     Units Scale Factor Converg.
 TU1730;SPC HI 3     -    26,057.447   481,675.044   MT  0.99999415   -0 03 52.2
 TU1730;UTM  04      - 2,366,853.973   585,332.429   MT  0.99968998   +0 18 01.6
 TU1730
 TU1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1730!SPC HI 3     -   0.99999713  x   0.99999415  =   0.99999128
 TU1730!UTM  04      -   0.99999713  x   0.99968998  =   0.99968711
 TU1730
 TU1730|---------------------------------------------------------------------|
 TU1730| PID    Reference Object                     Distance      Geod. Az  |
 TU1730|                                                           dddmmss.s |
 TU1730| TU1729 STATE SURVEY 8 7D                   222.270 METERS 13706     |
 TU1730| TU1732 STATE SURVEY 8 7B                   APPROX. 0.7 KM 3533926.9 |
 TU1730|---------------------------------------------------------------------|
 TU1730
 TU1730                          SUPERSEDED SURVEY CONTROL
 TU1730
 TU1730  NAD 83(1986)-  21 24 06.85883(N)    158 10 36.24276(W) AD(       ) 3
 TU1730  OLD HI      -  21 24 18.24477(N)    158 10 46.13436(W) AD(       ) 3
 TU1730
 TU1730.Superseded values are not recommended for survey control.
 TU1730.NGS no longer adjusts projects to the OLD HI datum.
 TU1730.See file dsdata.txt to determine how the superseded data were derived.
 TU1730
 TU1730_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8533266854(NAD 83)
 TU1730_MARKER: Z = SEE DESCRIPTION
 TU1730_SETTING: 0 = UNSPECIFIED SETTING
 TU1730
 TU1730  HISTORY     - Date     Condition        Report By
 TU1730  HISTORY     - 1970     MONUMENTED       HIDT
 TU1730
 TU1730                          STATION DESCRIPTION
 TU1730
 TU1730'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1730'TO REACH STATION, HEAD 1.75 MILES NORTHWEST ALONG HIGHWAY 90
 TU1730'FROM THE POST OFFICE AT NANAKULI AND TURN LEFT IN A SOUTHWESTERLY
 TU1730'DIRECTION TO A TRACK ROAD.  THENCE RIGHT 0.2 MILE NORTHWEST
 TU1730'ALONG TRACK ROAD TO STATION.  STATION IS LOCATED ON THE SOUTHERLY
 TU1730'SIDE OF TRACK ROAD ON THE SOUTHEAST CORAL LEDGE THAT FORMS A
 TU1730'SMALL COVE.
 TU1730'
 TU1730'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-7C - 1970
 TU1730'SET IN CONCRETE ON A CORAL LEDGE.  TIES TO STATION ARE--139.0
 TU1730'FEET SOUTH SOUTHWEST FROM THE SOUTH EDGE OF TRACK ROAD.  10.0
 TU1730'FEET NORTHEAST FROM THE SOUTH EDGE OF CORAL LEDGE.  10.0 FEET
 TU1730'EAST FROM EDGE OF CORAL LEDGE AND 10.0 FEET WEST FROM EDGE OF
 TU1730'CORAL LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1729 ***********************************************************************
 TU1729  DESIGNATION -  STATE SURVEY 8 7D
 TU1729  PID         -  TU1729
 TU1729  STATE/COUNTY-  HI/HONOLULU
 TU1729  USGS QUAD   -  WAIANAE (1983)
 TU1729
 TU1729                         *CURRENT SURVEY CONTROL
 TU1729  ___________________________________________________________________
 TU1729* NAD 83(1993)-  21 24 01.61646(N)    158 10 30.97798(W)     ADJUSTED  
 TU1729* LOCAL TIDAL -         4.     (meters)      13.     (feet)  SCALED    
 TU1729  ___________________________________________________________________
 TU1729  EPOCH DATE  -        1993.62
 TU1729  LAPLACE CORR-           8.63  (seconds)                    DEFLEC99
 TU1729  GEOID HEIGHT-          15.25  (meters)                     GEOID03
 TU1729
 TU1729  HORZ ORDER  -  THIRD
 TU1729
 TU1729.The horizontal coordinates were established by classical geodetic methods
 TU1729.and adjusted by the National Geodetic Survey in December 1998..
 TU1729.The horizontal coordinates are valid at the epoch date displayed above.
 TU1729.The epoch date for horizontal control is a decimal equivalence
 TU1729.of Year/Month/Day.
 TU1729
 TU1729.The orthometric height was scaled from a topographic map.
 TU1729
 TU1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1729
 TU1729.The geoid height was determined by GEOID03.
 TU1729
 TU1729;                    North         East     Units Scale Factor Converg.
 TU1729;SPC HI 3     -    25,894.437   481,826.144   MT  0.99999408   -0 03 50.2
 TU1729;UTM  04      - 2,366,691.978   585,484.518   MT  0.99969030   +0 18 03.4
 TU1729
 TU1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1729!SPC HI 3     -   0.99999697  x   0.99999408  =   0.99999105
 TU1729!UTM  04      -   0.99999697  x   0.99969030  =   0.99968728
 TU1729
 TU1729:                Primary Azimuth Mark                     Grid Az
 TU1729:SPC HI 3     -  STATE SURVEY 8 7E SLIM REF 19            121 20 07.4
 TU1729:UTM  04      -  STATE SURVEY 8 7E SLIM REF 19            120 58 13.8
 TU1729
 TU1729|---------------------------------------------------------------------|
 TU1729| PID    Reference Object                     Distance      Geod. Az  |
 TU1729|                                                           dddmmss.s |
 TU1729| TU1728 STATE SURVEY 8 7E SLIM REF 19       459.333 METERS 1211617.2 |
 TU1729| TU1730 STATE SURVEY 8 7C                   222.270 METERS 31706     |
 TU1729|---------------------------------------------------------------------|
 TU1729
 TU1729                          SUPERSEDED SURVEY CONTROL
 TU1729
 TU1729  NAD 83(1986)-  21 24 01.56424(N)    158 10 30.99032(W) AD(       ) 3
 TU1729  OLD HI      -  21 24 12.95024(N)    158 10 40.88197(W) AD(       ) 3
 TU1729
 TU1729.Superseded values are not recommended for survey control.
 TU1729.NGS no longer adjusts projects to the OLD HI datum.
 TU1729.See file dsdata.txt to determine how the superseded data were derived.
 TU1729
 TU1729_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8548566692(NAD 83)
 TU1729_MARKER: Z = SEE DESCRIPTION
 TU1729_SETTING: 0 = UNSPECIFIED SETTING
 TU1729
 TU1729  HISTORY     - Date     Condition        Report By
 TU1729  HISTORY     - 1970     MONUMENTED       HIDT
 TU1729
 TU1729                          STATION DESCRIPTION
 TU1729
 TU1729'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1729'TO REACH STATION, HEAD 1.75 MILES NORTHWEST ALONG HIGHWAY 90
 TU1729'FROM THE POST OFFICE AT NANAKULI, THENCE TURN LEFT IN A
 TU1729'SOUTHWESTERLY DIRECTION TO A TRACK ROAD.  THENCE RIGHT ABOUT 260
 TU1729'FEET ON TRACK ROAD TO STATION ON THE EDGE OF THE FOLIAGE LINE.
 TU1729'
 TU1729'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-7D - 1970
 TU1729'SET IN CEMENT ON TOP OF CORAL.  TIES TO STATION ARE--87.0 FEET
 TU1729'SOUTH SOUTHWEST FROM THE SOUTH EDGE OF TRACK ROAD, 60.0 FEET
 TU1729'NORTH NORTHEAST FROM THE EDGE OF CORAL LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1728 ***********************************************************************
 TU1728  DESIGNATION -  STATE SURVEY 8 7E SLIM REF 19
 TU1728  PID         -  TU1728
 TU1728  STATE/COUNTY-  HI/HONOLULU
 TU1728  USGS QUAD   -  WAIANAE (1983)
 TU1728
 TU1728                         *CURRENT SURVEY CONTROL
 TU1728  ___________________________________________________________________
 TU1728* NAD 83(1993)-  21 23 53.86382(N)    158 10 17.34761(W)     ADJUSTED  
 TU1728* LOCAL TIDAL -         7.     (meters)      23.     (feet)  SCALED    
 TU1728  ___________________________________________________________________
 TU1728  EPOCH DATE  -        1993.62
 TU1728  LAPLACE CORR-           8.16  (seconds)                    DEFLEC99
 TU1728  GEOID HEIGHT-          15.27  (meters)                     GEOID03
 TU1728
 TU1728  HORZ ORDER  -  THIRD
 TU1728
 TU1728.The horizontal coordinates were established by classical geodetic methods
 TU1728.and adjusted by the National Geodetic Survey in December 1998..
 TU1728.The horizontal coordinates are valid at the epoch date displayed above.
 TU1728.The epoch date for horizontal control is a decimal equivalence
 TU1728.of Year/Month/Day.
 TU1728
 TU1728.The orthometric height was scaled from a topographic map.
 TU1728
 TU1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1728
 TU1728.The geoid height was determined by GEOID03.
 TU1728
 TU1728;                    North         East     Units Scale Factor Converg.
 TU1728;SPC HI 3     -    25,655.564   482,218.476   MT  0.99999391   -0 03 45.2
 TU1728;UTM  04      - 2,366,455.680   585,878.244   MT  0.99969113   +0 18 08.3
 TU1728
 TU1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1728!SPC HI 3     -   0.99999650  x   0.99999391  =   0.99999041
 TU1728!UTM  04      -   0.99999650  x   0.99969113  =   0.99968763
 TU1728
 TU1728|---------------------------------------------------------------------|
 TU1728| PID    Reference Object                     Distance      Geod. Az  |
 TU1728|                                                           dddmmss.s |
 TU1728| TU1727 NEL 2                               268.663 METERS 10741     |
 TU1728| TU1729 STATE SURVEY 8 7D                   459.333 METERS 3011622.2 |
 TU1728|---------------------------------------------------------------------|
 TU1728
 TU1728                          SUPERSEDED SURVEY CONTROL
 TU1728
 TU1728  NAD 83(1986)-  21 23 53.81162(N)    158 10 17.35988(W) AD(       ) 3
 TU1728  OLD HI      -  21 24 05.19756(N)    158 10 27.25141(W) AD(       ) 3
 TU1728
 TU1728.Superseded values are not recommended for survey control.
 TU1728.NGS no longer adjusts projects to the OLD HI datum.
 TU1728.See file dsdata.txt to determine how the superseded data were derived.
 TU1728
 TU1728_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8587866456(NAD 83)
 TU1728_MARKER: Z = SEE DESCRIPTION
 TU1728_SETTING: 0 = UNSPECIFIED SETTING
 TU1728
 TU1728  HISTORY     - Date     Condition        Report By
 TU1728  HISTORY     - 1970     MONUMENTED       HIDT
 TU1728
 TU1728                          STATION DESCRIPTION
 TU1728
 TU1728'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1728'TO REACH STATION, HEAD 1.15 MILES NORTHWEST ALONG HIGHWAY 90
 TU1728'FROM THE POST OFFICE AT NANAKULI.  THENCE TURN LEFT IN A
 TU1728'SOUTHWESTERLY DIRECTION TO TRACK ROAD AND PROCEED 0.35 MILE
 TU1728'NORTHWEST ALONG TRACK ROAD PASSING THE U.S. NAVY FORACS STATION
 TU1728'3 TO STATION ON THE SOUTHERLY SIDE OF TRACK ROAD ON A LAVA LEDGE
 TU1728'OVERLOOKING THE OCEAN.
 TU1728'
 TU1728'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 8-7E = SLIM
 TU1728'REF 19 - 1970 SET IN CONCRETE ON A LAVA LEDGE.  TIES TO STATION
 TU1728'ARE--49.2 FEET SOUTH FROM TELEPHONE POLE 70.  12.0 FEET IN A
 TU1728'SOUTH SOUTHWESTERLY DIRECTION FROM THE SOUTH EDGE OF TRACK
 TU1728'ROAD.  18.0 FEET NORTHEAST FROM THE EDGE OF LAVA LEDGE AND 65.0
 TU1728'FEET SOUTH SOUTHWEST FROM THE GUARD RAIL ON HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1683 ***********************************************************************
 TU1683  DESIGNATION -  STATE SURVEY 8 9A HARRIET
 TU1683  PID         -  TU1683
 TU1683  STATE/COUNTY-  HI/HONOLULU
 TU1683  USGS QUAD   -  EWA (1983)
 TU1683
 TU1683                         *CURRENT SURVEY CONTROL
 TU1683  ___________________________________________________________________
 TU1683* NAD 83(1993)-  21 22 11.01343(N)    158 08 09.17694(W)     ADJUSTED  
 TU1683* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU1683  ___________________________________________________________________
 TU1683  EPOCH DATE  -        1993.62
 TU1683  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 TU1683  GEOID HEIGHT-          15.37  (meters)                     GEOID03
 TU1683
 TU1683  HORZ ORDER  -  THIRD
 TU1683
 TU1683.The horizontal coordinates were established by classical geodetic methods
 TU1683.and adjusted by the National Geodetic Survey in December 1998..
 TU1683.The horizontal coordinates are valid at the epoch date displayed above.
 TU1683.The epoch date for horizontal control is a decimal equivalence
 TU1683.of Year/Month/Day.
 TU1683
 TU1683.The orthometric height was scaled from a topographic map.
 TU1683
 TU1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1683
 TU1683.The geoid height was determined by GEOID03.
 TU1683
 TU1683;                    North         East     Units Scale Factor Converg.
 TU1683;SPC HI 3     -    22,488.697   485,907.459   MT  0.99999245   -0 02 58.2
 TU1683;UTM  04      - 2,363,313.290   589,586.201   MT  0.99969917   +0 18 53.6
 TU1683
 TU1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1683!SPC HI 3     -   0.99999633  x   0.99999245  =   0.99998878
 TU1683!UTM  04      -   0.99999633  x   0.99969917  =   0.99969550
 TU1683
 TU1683|---------------------------------------------------------------------|
 TU1683| PID    Reference Object                     Distance      Geod. Az  |
 TU1683|                                                           dddmmss.s |
 TU1683| TU1682 STATE SURVEY 8 9B HILL REF 2        250.662 METERS 16539     |
 TU1683| TU0617 8 9                                 164.522 METERS 25841     |
 TU1683| TU1684 PC MON 208+85.08                     41.792 METERS 32940     |
 TU1683| TU1719 PT MON 188+95.88                    APPROX. 0.6 KM 3295137.7 |
 TU1683|---------------------------------------------------------------------|
 TU1683
 TU1683                          SUPERSEDED SURVEY CONTROL
 TU1683
 TU1683  NAD 83(1986)-  21 22 10.96165(N)    158 08 09.18862(W) AD(       ) 3
 TU1683  OLD HI      -  21 22 22.34412(N)    158 08 19.07709(W) AD(       ) 3
 TU1683
 TU1683.Superseded values are not recommended for survey control.
 TU1683.NGS no longer adjusts projects to the OLD HI datum.
 TU1683.See file dsdata.txt to determine how the superseded data were derived.
 TU1683
 TU1683_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8958663313(NAD 83)
 TU1683_MARKER: Z = SEE DESCRIPTION
 TU1683_SETTING: 0 = UNSPECIFIED SETTING
 TU1683
 TU1683  HISTORY     - Date     Condition        Report By
 TU1683  HISTORY     - 1970     MONUMENTED       HIDT
 TU1683
 TU1683                          STATION DESCRIPTION
 TU1683
 TU1683'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1683'STATION IS LOCATED 2.0 MILES SOUTHEAST ALONG FARRINGTON HWY. FROM
 TU1683'THE POST OFFICE AT NANAKULI, ON THE NORTH SIDE OF THE HIGHWAY,
 TU1683'IN AN ASPHALT SIDEWALK ACROSS KOKIO PARK.
 TU1683'
 TU1683'STATION MARK IS A STANDARD STATE SURVEY DISK, STAMPED,
 TU1683'8-9A - 1970, HARRIET, SET IN CNCRETE.  TIES TO STATION ARE--2.5
 TU1683'FEET NORTH FROM THE NORTH EDGE OF HIGHWAY IN A PAVED SIDEWALK
 TU1683'AREA.  30.6 FEET SOUTHEAST FROM UTILITY POLE NO. 17 28.5 FEET
 TU1683'SOUTHEAST FROM THE SOUTHEAST END OF A CONCRETE CULVERT ABUTMENT
 TU1683'AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1682 ***********************************************************************
 TU1682  DESIGNATION -  STATE SURVEY 8 9B HILL REF 2
 TU1682  PID         -  TU1682
 TU1682  STATE/COUNTY-  HI/HONOLULU
 TU1682  USGS QUAD   -  EWA (1983)
 TU1682
 TU1682                         *CURRENT SURVEY CONTROL
 TU1682  ___________________________________________________________________
 TU1682* NAD 83(1993)-  21 22 03.11782(N)    158 08 07.02006(W)     ADJUSTED  
 TU1682* LOCAL TIDAL -        16.     (meters)      52.     (feet)  SCALED    
 TU1682  ___________________________________________________________________
 TU1682  EPOCH DATE  -        1993.62
 TU1682  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 TU1682  GEOID HEIGHT-          15.36  (meters)                     GEOID03
 TU1682
 TU1682  HORZ ORDER  -  THIRD
 TU1682
 TU1682.The horizontal coordinates were established by classical geodetic methods
 TU1682.and adjusted by the National Geodetic Survey in December 1998..
 TU1682.The horizontal coordinates are valid at the epoch date displayed above.
 TU1682.The epoch date for horizontal control is a decimal equivalence
 TU1682.of Year/Month/Day.
 TU1682
 TU1682.The orthometric height was scaled from a topographic map.
 TU1682
 TU1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1682
 TU1682.The geoid height was determined by GEOID03.
 TU1682
 TU1682;                    North         East     Units Scale Factor Converg.
 TU1682;SPC HI 3     -    22,245.807   485,969.387   MT  0.99999243   -0 02 57.4
 TU1682;UTM  04      - 2,363,070.870   589,649.653   MT  0.99969931   +0 18 54.3
 TU1682
 TU1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1682!SPC HI 3     -   0.99999507  x   0.99999243  =   0.99998750
 TU1682!UTM  04      -   0.99999507  x   0.99969931  =   0.99969438
 TU1682
 TU1682:                Primary Azimuth Mark                     Grid Az
 TU1682:SPC HI 3     -  KAHE RESET                               156 13 25.0
 TU1682:UTM  04      -  KAHE RESET                               155 51 33.3
 TU1682
 TU1682|---------------------------------------------------------------------|
 TU1682| PID    Reference Object                     Distance      Geod. Az  |
 TU1682|                                                           dddmmss.s |
 TU1682| TU1681 KAHE RESET                          APPROX. 1.9 KM 1561027.6 |
 TU1682| TU0617 8 9                                 307.029 METERS 31318     |
 TU1682| TU1684 PC MON 208+85.08                    291.066 METERS 34323     |
 TU1682| TU1683 STATE SURVEY 8 9A HARRIET           250.662 METERS 34539     |
 TU1682|---------------------------------------------------------------------|
 TU1682
 TU1682                          SUPERSEDED SURVEY CONTROL
 TU1682
 TU1682  NAD 83(1986)-  21 22 03.06607(N)    158 08 07.03171(W) AD(       ) 3
 TU1682  OLD HI      -  21 22 14.44822(N)    158 08 16.92000(W) AD(       ) 3
 TU1682
 TU1682.Superseded values are not recommended for survey control.
 TU1682.NGS no longer adjusts projects to the OLD HI datum.
 TU1682.See file dsdata.txt to determine how the superseded data were derived.
 TU1682
 TU1682_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8965063071(NAD 83)
 TU1682_MARKER: Z = SEE DESCRIPTION
 TU1682_SETTING: 0 = UNSPECIFIED SETTING
 TU1682
 TU1682  HISTORY     - Date     Condition        Report By
 TU1682  HISTORY     - 1970     MONUMENTED       HIDT
 TU1682
 TU1682                          STATION DESCRIPTION
 TU1682
 TU1682'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1970
 TU1682'STATION IS LOCATED 2.45 MILES SOUTHEAST ALONG FARRINGTON
 TU1682'HWY. FROM THE POST OFFICE AT NANAKULI NEAR THE PILIKOE BRIDGE
 TU1682'AT THE OUTSKIRT OF NANAKULI TOWN.
 TU1682'
 TU1682'STATION MARK IS A STANDARD SURVEY DISK STAMPED 8-9B (HILL REF 2)
 TU1682'1970 SET IN CONCRETE AND LEVEL WITH THE HIGHWAY.  TIES TO
 TU1682'STATION ARE--13.0 FEET SOUTHWEST FROM THE SOUTH EDGE OF
 TU1682'HIGHWAY.  140.62 FEET SOUTHEAST FROM THE SOUTHEAST CONCRETE
 TU1682'ABUTMENT OF PILIKOE BRIDGE.  13.0 FEET NORTHEAST FROM THE EDGE OF
 TU1682'A RAILROAD EMBANKMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1629 ***********************************************************************
 TU1629  DESIGNATION -  STATE SURVEY 9 10 1969
 TU1629  PID         -  TU1629
 TU1629  STATE/COUNTY-  HI/HONOLULU
 TU1629  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1629
 TU1629                         *CURRENT SURVEY CONTROL
 TU1629  ___________________________________________________________________
 TU1629* NAD 83(1993)-  21 26 18.52500(N)    158 03 34.28029(W)     ADJUSTED  
 TU1629* LOCAL TIDAL -       250.     (meters)     820.     (feet)  VERT ANG  
 TU1629  ___________________________________________________________________
 TU1629  EPOCH DATE  -        1993.62
 TU1629  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 TU1629  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU1629
 TU1629  HORZ ORDER  -  SECOND
 TU1629
 TU1629.The horizontal coordinates were established by classical geodetic methods
 TU1629.and adjusted by the National Geodetic Survey in December 1998..
 TU1629.The horizontal coordinates are valid at the epoch date displayed above.
 TU1629.The epoch date for horizontal control is a decimal equivalence
 TU1629.of Year/Month/Day.
 TU1629
 TU1629.The orthometric height was determined by vertical angle observations.
 TU1629.No vertical observational check was made to the station.
 TU1629
 TU1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1629
 TU1629.The geoid height was determined by GEOID03.
 TU1629
 TU1629;                    North         East     Units Scale Factor Converg.
 TU1629;SPC HI 3     -    30,096.218   493,829.757   MT  0.99999047   -0 01 18.3
 TU1629;UTM  04      - 2,370,968.952   597,457.650   MT  0.99971736   +0 20 37.6
 TU1629
 TU1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1629!SPC HI 3     -   0.99995821  x   0.99999047  =   0.99994868
 TU1629!UTM  04      -   0.99995821  x   0.99971736  =   0.99967558
 TU1629
 TU1629                          SUPERSEDED SURVEY CONTROL
 TU1629
 TU1629  NAD 83(1986)-  21 26 18.47456(N)    158 03 34.29114(W) AD(       ) 2
 TU1629  OLD HI      -  21 26 29.87517(N)    158 03 44.18300(W) AD(       ) 2
 TU1629
 TU1629.Superseded values are not recommended for survey control.
 TU1629.NGS no longer adjusts projects to the OLD HI datum.
 TU1629.See file dsdata.txt to determine how the superseded data were derived.
 TU1629
 TU1629_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9745870969(NAD 83)
 TU1629
 TU1629  HISTORY     - Date     Condition        Report By
 TU1629  HISTORY     - 1969     MONUMENTED       CGS
 TU1629
 TU1629                          STATION DESCRIPTION
 TU1629
 TU1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1629'SEE STATION KUNIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1628 ***********************************************************************
 TU1628  DESIGNATION -  STATE SURVEY 9 11 1969
 TU1628  PID         -  TU1628
 TU1628  STATE/COUNTY-  HI/HONOLULU
 TU1628  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1628
 TU1628                         *CURRENT SURVEY CONTROL
 TU1628  ___________________________________________________________________
 TU1628* NAD 83(1993)-  21 27 41.78615(N)    158 03 23.50936(W)     ADJUSTED  
 TU1628* LOCAL TIDAL -       255.     (meters)     837.     (feet)  VERT ANG  
 TU1628  ___________________________________________________________________
 TU1628  EPOCH DATE  -        1993.62
 TU1628  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 TU1628  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU1628
 TU1628  HORZ ORDER  -  SECOND
 TU1628
 TU1628.The horizontal coordinates were established by classical geodetic methods
 TU1628.and adjusted by the National Geodetic Survey in December 1998..
 TU1628.The horizontal coordinates are valid at the epoch date displayed above.
 TU1628.The epoch date for horizontal control is a decimal equivalence
 TU1628.of Year/Month/Day.
 TU1628
 TU1628.The orthometric height was determined by vertical angle observations.
 TU1628.No vertical observational check was made to the station.
 TU1628
 TU1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1628
 TU1628.The geoid height was determined by GEOID03.
 TU1628
 TU1628;                    North         East     Units Scale Factor Converg.
 TU1628;SPC HI 3     -    32,656.889   494,140.832   MT  0.99999042   -0 01 14.5
 TU1628;UTM  04      - 2,373,530.858   597,752.294   MT  0.99971807   +0 20 42.8
 TU1628
 TU1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1628!SPC HI 3     -   0.99995743  x   0.99999042  =   0.99994785
 TU1628!UTM  04      -   0.99995743  x   0.99971807  =   0.99967551
 TU1628
 TU1628                          SUPERSEDED SURVEY CONTROL
 TU1628
 TU1628  NAD 83(1986)-  21 27 41.73580(N)    158 03 23.52035(W) AD(       ) 2
 TU1628  OLD HI      -  21 27 53.14083(N)    158 03 33.41401(W) AD(       ) 2
 TU1628
 TU1628.Superseded values are not recommended for survey control.
 TU1628.NGS no longer adjusts projects to the OLD HI datum.
 TU1628.See file dsdata.txt to determine how the superseded data were derived.
 TU1628
 TU1628_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9775273531(NAD 83)
 TU1628
 TU1628  HISTORY     - Date     Condition        Report By
 TU1628  HISTORY     - 1969     MONUMENTED       CGS
 TU1628
 TU1628                          STATION DESCRIPTION
 TU1628
 TU1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1628'SEE STATION KUNIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1627 ***********************************************************************
 TU1627  DESIGNATION -  STATE SURVEY 9 12 1969
 TU1627  PID         -  TU1627
 TU1627  STATE/COUNTY-  HI/HONOLULU
 TU1627  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1627
 TU1627                         *CURRENT SURVEY CONTROL
 TU1627  ___________________________________________________________________
 TU1627* NAD 83(1993)-  21 28 36.41036(N)    158 03 16.59702(W)     ADJUSTED  
 TU1627* LOCAL TIDAL -       260.5    (meters)     855.     (feet)  VERT ANG  
 TU1627  ___________________________________________________________________
 TU1627  EPOCH DATE  -        1993.62
 TU1627  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 TU1627  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1627
 TU1627  HORZ ORDER  -  SECOND
 TU1627
 TU1627.The horizontal coordinates were established by classical geodetic methods
 TU1627.and adjusted by the National Geodetic Survey in December 1998..
 TU1627.The horizontal coordinates are valid at the epoch date displayed above.
 TU1627.The epoch date for horizontal control is a decimal equivalence
 TU1627.of Year/Month/Day.
 TU1627
 TU1627.The orthometric height was determined by vertical angle observations.
 TU1627
 TU1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1627
 TU1627.The geoid height was determined by GEOID03.
 TU1627
 TU1627;                    North         East     Units Scale Factor Converg.
 TU1627;SPC HI 3     -    34,336.848   494,340.429   MT  0.99999040   -0 01 12.0
 TU1627;UTM  04      - 2,375,211.601   597,941.103   MT  0.99971853   +0 20 46.2
 TU1627
 TU1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1627!SPC HI 3     -   0.99995657  x   0.99999040  =   0.99994697
 TU1627!UTM  04      -   0.99995657  x   0.99971853  =   0.99967512
 TU1627
 TU1627                          SUPERSEDED SURVEY CONTROL
 TU1627
 TU1627  NAD 83(1986)-  21 28 36.36020(N)    158 03 16.60807(W) AD(       ) 2
 TU1627  OLD HI      -  21 28 47.76703(N)    158 03 26.50248(W) AD(       ) 2
 TU1627
 TU1627.Superseded values are not recommended for survey control.
 TU1627.NGS no longer adjusts projects to the OLD HI datum.
 TU1627.See file dsdata.txt to determine how the superseded data were derived.
 TU1627
 TU1627_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9794175212(NAD 83)
 TU1627
 TU1627  HISTORY     - Date     Condition        Report By
 TU1627  HISTORY     - 1969     MONUMENTED       CGS
 TU1627
 TU1627                          STATION DESCRIPTION
 TU1627
 TU1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1627'SEE STATION SCHOFIELD WEST BASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1619 ***********************************************************************
 TU1619  DESIGNATION -  STATE SURVEY 9 14 1969
 TU1619  PID         -  TU1619
 TU1619  STATE/COUNTY-  HI/HONOLULU
 TU1619  USGS QUAD   -  WAIPAHU (1983)
 TU1619
 TU1619                         *CURRENT SURVEY CONTROL
 TU1619  ___________________________________________________________________
 TU1619* NAD 83(1993)-  21 28 36.42796(N)    158 01 05.14409(W)     ADJUSTED  
 TU1619* LOCAL TIDAL -       244.     (meters)     801.     (feet)  VERT ANG  
 TU1619  ___________________________________________________________________
 TU1619  EPOCH DATE  -        1993.62
 TU1619  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 TU1619  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1619
 TU1619  HORZ ORDER  -  SECOND
 TU1619
 TU1619.The horizontal coordinates were established by classical geodetic methods
 TU1619.and adjusted by the National Geodetic Survey in December 1998..
 TU1619.The horizontal coordinates are valid at the epoch date displayed above.
 TU1619.The epoch date for horizontal control is a decimal equivalence
 TU1619.of Year/Month/Day.
 TU1619
 TU1619.The orthometric height was determined by vertical angle observations.
 TU1619.No vertical observational check was made to the station.
 TU1619
 TU1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1619
 TU1619.The geoid height was determined by GEOID03.
 TU1619
 TU1619;                    North         East     Units Scale Factor Converg.
 TU1619;SPC HI 3     -    34,336.511   498,124.654   MT  0.99999004   -0 00 23.9
 TU1619;UTM  04      - 2,375,235.440   601,724.242   MT  0.99972786   +0 21 34.3
 TU1619
 TU1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1619!SPC HI 3     -   0.99995918  x   0.99999004  =   0.99994922
 TU1619!UTM  04      -   0.99995918  x   0.99972786  =   0.99968705
 TU1619
 TU1619                          SUPERSEDED SURVEY CONTROL
 TU1619
 TU1619  NAD 83(1986)-  21 28 36.37782(N)    158 01 05.15495(W) AD(       ) 2
 TU1619  OLD HI      -  21 28 47.78847(N)    158 01 15.04876(W) AD(       ) 2
 TU1619
 TU1619.Superseded values are not recommended for survey control.
 TU1619.NGS no longer adjusts projects to the OLD HI datum.
 TU1619.See file dsdata.txt to determine how the superseded data were derived.
 TU1619
 TU1619_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0172475235(NAD 83)
 TU1619
 TU1619  HISTORY     - Date     Condition        Report By
 TU1619  HISTORY     - 1969     MONUMENTED       CGS
 TU1619
 TU1619                          STATION DESCRIPTION
 TU1619
 TU1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1619'SEE STATION WAIPIO UKA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1613 ***********************************************************************
 TU1613  DESIGNATION -  STATE SURVEY 9 15 1969
 TU1613  PID         -  TU1613
 TU1613  STATE/COUNTY-  HI/HONOLULU
 TU1613  USGS QUAD   -  WAIPAHU (1983)
 TU1613
 TU1613                         *CURRENT SURVEY CONTROL
 TU1613  ___________________________________________________________________
 TU1613* NAD 83(1993)-  21 28 23.69838(N)    158 00 16.49886(W)     ADJUSTED  
 TU1613* LOCAL TIDAL -       247.     (meters)     810.     (feet)  VERT ANG  
 TU1613  ___________________________________________________________________
 TU1613  EPOCH DATE  -        1993.62
 TU1613  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 TU1613  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1613
 TU1613  HORZ ORDER  -  SECOND
 TU1613
 TU1613.The horizontal coordinates were established by classical geodetic methods
 TU1613.and adjusted by the National Geodetic Survey in December 1998..
 TU1613.The horizontal coordinates are valid at the epoch date displayed above.
 TU1613.The epoch date for horizontal control is a decimal equivalence
 TU1613.of Year/Month/Day.
 TU1613
 TU1613.The orthometric height was determined by vertical angle observations.
 TU1613.No vertical observational check was made to the station.
 TU1613
 TU1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1613
 TU1613.The geoid height was determined by GEOID03.
 TU1613
 TU1613;                    North         East     Units Scale Factor Converg.
 TU1613;SPC HI 3     -    33,944.896   499,525.025   MT  0.99999000   -0 00 06.0
 TU1613;UTM  04      - 2,374,852.881   603,126.722   MT  0.99973142   +0 21 51.9
 TU1613
 TU1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1613!SPC HI 3     -   0.99995870  x   0.99999000  =   0.99994870
 TU1613!UTM  04      -   0.99995870  x   0.99973142  =   0.99969013
 TU1613
 TU1613                          SUPERSEDED SURVEY CONTROL
 TU1613
 TU1613  NAD 83(1986)-  21 28 23.64829(N)    158 00 16.50969(W) AD(       ) 2
 TU1613  OLD HI      -  21 28 35.05930(N)    158 00 26.40283(W) AD(       ) 2
 TU1613
 TU1613.Superseded values are not recommended for survey control.
 TU1613.NGS no longer adjusts projects to the OLD HI datum.
 TU1613.See file dsdata.txt to determine how the superseded data were derived.
 TU1613
 TU1613_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0312774853(NAD 83)
 TU1613
 TU1613  HISTORY     - Date     Condition        Report By
 TU1613  HISTORY     - 1969     MONUMENTED       CGS
 TU1613
 TU1613                          STATION DESCRIPTION
 TU1613
 TU1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1613'SEE STATION WAIPIO UKA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1608 ***********************************************************************
 TU1608  DESIGNATION -  STATE SURVEY 9 16 1969
 TU1608  PID         -  TU1608
 TU1608  STATE/COUNTY-  HI/HONOLULU
 TU1608  USGS QUAD   -  WAIPAHU (1983)
 TU1608
 TU1608                         *CURRENT SURVEY CONTROL
 TU1608  ___________________________________________________________________
 TU1608* NAD 83(1993)-  21 27 53.19814(N)    157 59 50.85308(W)     ADJUSTED  
 TU1608* LOCAL TIDAL -       234.     (meters)     768.     (feet)  VERT ANG  
 TU1608  ___________________________________________________________________
 TU1608  EPOCH DATE  -        1993.62
 TU1608  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 TU1608  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1608
 TU1608  HORZ ORDER  -  SECOND
 TU1608
 TU1608.The horizontal coordinates were established by classical geodetic methods
 TU1608.and adjusted by the National Geodetic Survey in December 1998..
 TU1608.The horizontal coordinates are valid at the epoch date displayed above.
 TU1608.The epoch date for horizontal control is a decimal equivalence
 TU1608.of Year/Month/Day.
 TU1608
 TU1608.The orthometric height was determined by vertical angle observations.
 TU1608.No vertical observational check was made to the station.
 TU1608
 TU1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1608
 TU1608.The geoid height was determined by GEOID03.
 TU1608
 TU1608;                    North         East     Units Scale Factor Converg.
 TU1608;SPC HI 3     -    33,006.822   500,263.340   MT  0.99999000   +0 00 03.3
 TU1608;UTM  04      - 2,373,919.784   603,870.823   MT  0.99973332   +0 22 00.8
 TU1608
 TU1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1608!SPC HI 3     -   0.99996074  x   0.99999000  =   0.99995074
 TU1608!UTM  04      -   0.99996074  x   0.99973332  =   0.99969407
 TU1608
 TU1608                          SUPERSEDED SURVEY CONTROL
 TU1608
 TU1608  NAD 83(1986)-  21 27 53.14806(N)    157 59 50.86386(W) AD(       ) 2
 TU1608  OLD HI      -  21 28 04.55817(N)    158 00 00.75630(W) AD(       ) 2
 TU1608
 TU1608.Superseded values are not recommended for survey control.
 TU1608.NGS no longer adjusts projects to the OLD HI datum.
 TU1608.See file dsdata.txt to determine how the superseded data were derived.
 TU1608
 TU1608_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0387173920(NAD 83)
 TU1608
 TU1608  HISTORY     - Date     Condition        Report By
 TU1608  HISTORY     - 1969     MONUMENTED       CGS
 TU1608
 TU1608                          STATION DESCRIPTION
 TU1608
 TU1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1608'SEE STATION WAIPIO UKA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1671 ***********************************************************************
 TU1671  DESIGNATION -  STATE SURVEY 9 2 1969
 TU1671  PID         -  TU1671
 TU1671  STATE/COUNTY-  HI/HONOLULU
 TU1671  USGS QUAD   -  EWA (1983)
 TU1671
 TU1671                         *CURRENT SURVEY CONTROL
 TU1671  ___________________________________________________________________
 TU1671* NAD 83(1993)-  21 20 35.62180(N)    158 06 45.75228(W)     ADJUSTED  
 TU1671* LOCAL TIDAL -        60.     (meters)     197.     (feet)  VERT ANG  
 TU1671  ___________________________________________________________________
 TU1671  EPOCH DATE  -        1993.62
 TU1671  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 TU1671  GEOID HEIGHT-          15.30  (meters)                     GEOID03
 TU1671
 TU1671  HORZ ORDER  -  SECOND
 TU1671
 TU1671.The horizontal coordinates were established by classical geodetic methods
 TU1671.and adjusted by the National Geodetic Survey in December 1998..
 TU1671.The horizontal coordinates are valid at the epoch date displayed above.
 TU1671.The epoch date for horizontal control is a decimal equivalence
 TU1671.of Year/Month/Day.
 TU1671
 TU1671.The orthometric height was determined by vertical angle observations.
 TU1671.No vertical observational check was made to the station.
 TU1671
 TU1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1671
 TU1671.The geoid height was determined by GEOID03.
 TU1671
 TU1671;                    North         East     Units Scale Factor Converg.
 TU1671;SPC HI 3     -    19,552.954   488,308.714   MT  0.99999169   -0 02 27.7
 TU1671;UTM  04      - 2,360,393.718   592,005.365   MT  0.99970460   +0 19 22.6
 TU1671
 TU1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1671!SPC HI 3     -   0.99998817  x   0.99999169  =   0.99997986
 TU1671!UTM  04      -   0.99998817  x   0.99970460  =   0.99969277
 TU1671
 TU1671                          SUPERSEDED SURVEY CONTROL
 TU1671
 TU1671  NAD 83(1986)-  21 20 35.57029(N)    158 06 45.76372(W) AD(       ) 2
 TU1671  OLD HI      -  21 20 46.94958(N)    158 06 55.64920(W) AD(       ) 2
 TU1671
 TU1671.Superseded values are not recommended for survey control.
 TU1671.NGS no longer adjusts projects to the OLD HI datum.
 TU1671.See file dsdata.txt to determine how the superseded data were derived.
 TU1671
 TU1671_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9200560394(NAD 83)
 TU1671
 TU1671  HISTORY     - Date     Condition        Report By
 TU1671  HISTORY     - 1969     MONUMENTED       CGS
 TU1671
 TU1671                          STATION DESCRIPTION
 TU1671
 TU1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1671'SEE STATION KAHE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1612 ***********************************************************************
 TU1612  DESIGNATION -  STATE SURVEY 9 20 1969
 TU1612  PID         -  TU1612
 TU1612  STATE/COUNTY-  HI/HONOLULU
 TU1612  USGS QUAD   -  WAIPAHU (1983)
 TU1612
 TU1612                         *CURRENT SURVEY CONTROL
 TU1612  ___________________________________________________________________
 TU1612* NAD 83(1993)-  21 22 28.92908(N)    158 00 08.94702(W)     ADJUSTED  
 TU1612* LOCAL TIDAL -         9.     (meters)      30.     (feet)  VERT ANG  
 TU1612  ___________________________________________________________________
 TU1612  EPOCH DATE  -        1993.62
 TU1612  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 TU1612  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU1612
 TU1612  HORZ ORDER  -  SECOND
 TU1612
 TU1612.The horizontal coordinates were established by classical geodetic methods
 TU1612.and adjusted by the National Geodetic Survey in December 1998..
 TU1612.The horizontal coordinates are valid at the epoch date displayed above.
 TU1612.The epoch date for horizontal control is a decimal equivalence
 TU1612.of Year/Month/Day.
 TU1612
 TU1612.The orthometric height was determined by vertical angle observations.
 TU1612.No vertical observational check was made to the station.
 TU1612
 TU1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1612
 TU1612.The geoid height was determined by GEOID03.
 TU1612
 TU1612;                    North         East     Units Scale Factor Converg.
 TU1612;SPC HI 3     -    23,033.619   499,742.257   MT  0.99999000   -0 00 03.3
 TU1612;UTM  04      - 2,363,946.028   603,413.442   MT  0.99973215   +0 21 48.9
 TU1612
 TU1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1612!SPC HI 3     -   0.99999613  x   0.99999000  =   0.99998613
 TU1612!UTM  04      -   0.99999613  x   0.99973215  =   0.99972828
 TU1612
 TU1612                          SUPERSEDED SURVEY CONTROL
 TU1612
 TU1612  NAD 83(1986)-  21 22 28.87825(N)    158 00 08.95773(W) AD(       ) 2
 TU1612  OLD HI      -  21 22 40.27150(N)    158 00 18.84333(W) AD(       ) 2
 TU1612
 TU1612.Superseded values are not recommended for survey control.
 TU1612.NGS no longer adjusts projects to the OLD HI datum.
 TU1612.See file dsdata.txt to determine how the superseded data were derived.
 TU1612
 TU1612_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0341363946(NAD 83)
 TU1612
 TU1612  HISTORY     - Date     Condition        Report By
 TU1612  HISTORY     - 1969     MONUMENTED       CGS
 TU1612
 TU1612                          STATION DESCRIPTION
 TU1612
 TU1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1612'SEE STATION WAIPAHU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1618 ***********************************************************************
 TU1618  DESIGNATION -  STATE SURVEY 9 21 1969
 TU1618  PID         -  TU1618
 TU1618  STATE/COUNTY-  HI/HONOLULU
 TU1618  USGS QUAD   -  WAIPAHU (1983)
 TU1618
 TU1618                         *CURRENT SURVEY CONTROL
 TU1618  ___________________________________________________________________
 TU1618* NAD 83(1993)-  21 23 07.11957(N)    158 01 00.90952(W)     ADJUSTED  
 TU1618* LOCAL TIDAL -        22.     (meters)      72.     (feet)  VERT ANG  
 TU1618  ___________________________________________________________________
 TU1618  EPOCH DATE  -        1993.62
 TU1618  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 TU1618  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1618
 TU1618  HORZ ORDER  -  SECOND
 TU1618
 TU1618.The horizontal coordinates were established by classical geodetic methods
 TU1618.and adjusted by the National Geodetic Survey in December 1998..
 TU1618.The horizontal coordinates are valid at the epoch date displayed above.
 TU1618.The epoch date for horizontal control is a decimal equivalence
 TU1618.of Year/Month/Day.
 TU1618
 TU1618.The orthometric height was determined by vertical angle observations.
 TU1618.No vertical observational check was made to the station.
 TU1618
 TU1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1618
 TU1618.The geoid height was determined by GEOID03.
 TU1618
 TU1618;                    North         East     Units Scale Factor Converg.
 TU1618;SPC HI 3     -    24,208.291   498,245.464   MT  0.99999004   -0 00 22.2
 TU1618;UTM  04      - 2,365,110.849   601,909.595   MT  0.99972833   +0 21 30.6
 TU1618
 TU1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1618!SPC HI 3     -   0.99999408  x   0.99999004  =   0.99998412
 TU1618!UTM  04      -   0.99999408  x   0.99972833  =   0.99972241
 TU1618
 TU1618                          SUPERSEDED SURVEY CONTROL
 TU1618
 TU1618  NAD 83(1986)-  21 23 07.06872(N)    158 01 00.92032(W) AD(       ) 2
 TU1618  OLD HI      -  21 23 18.46281(N)    158 01 10.80722(W) AD(       ) 2
 TU1618
 TU1618.Superseded values are not recommended for survey control.
 TU1618.NGS no longer adjusts projects to the OLD HI datum.
 TU1618.See file dsdata.txt to determine how the superseded data were derived.
 TU1618
 TU1618_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0191065111(NAD 83)
 TU1618_MARKER: Z = SEE DESCRIPTION
 TU1618_SETTING: 0 = UNSPECIFIED SETTING
 TU1618
 TU1618  HISTORY     - Date     Condition        Report By
 TU1618  HISTORY     - 1969     MONUMENTED       CGS
 TU1618
 TU1618                          STATION DESCRIPTION
 TU1618
 TU1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1618'STATION IS LOCATED IN WAIPAHU DISTRICT, ABOUT 0.3 OF A MILE WEST
 TU1618'OF WAIPAHU SUGAR MILL AND 1400 FEET NORTH OF THE INTERSECTION OF
 TU1618'FARRINGTON HIGHWAY AND WAIKELE ROAD.
 TU1618'
 TU1618'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 9-21 1968, IN
 TU1618'CONCRETE MONUMENT, FLUSH WITH GROUND, AT THE NORTHEAST CORNER OF
 TU1618'THE INTERSECTION OF WAIPAHU STREET AND WAIKELE ROAD IN THE WAIPAHU
 TU1618'ELEMENTARY SCHOOL GROUNDS.  TIES FROM STATION MARK ARE--SW 18.14
 TU1618'FT. AND 60.14 FT. TO ARROWS IN CONCRETE STREET GUTTERS OF WAIKELE
 TU1618'ROAD AND ON LINE TO MAKAKILO 1873 1931, SE 20.6 FT. TO MONKEY
 TU1618'POD TREE AND NORTHERLY 43.0 FT. AND NORTHEASTERLY 34.0 FT. TO
 TU1618'WEST CORNERS OF CLASS ROOM OF SCHOOL.
 TU1618'
 TU1618'UNDERGROUND MARK IS IDENTICAL, 3 FT. 4 IN. BELOW GROUND LEVEL, IN
 TU1618'CONCRETE MONUMENT AND SEPARATED FROM UPPER MONUMENT WITH LAYER
 TU1618'OF SAND.
 TU1618'
 TU1618'GEODIMETER CONNECTION WAS MADE BETWEEN WAIPAHU 1969 TO STATE
 TU1618'SURVEY 9-21 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1454 ***********************************************************************
 TU1454  DESIGNATION -  STATE SURVEY 9 22 1969
 TU1454  PID         -  TU1454
 TU1454  STATE/COUNTY-  HI/HONOLULU
 TU1454  USGS QUAD   -  WAIPAHU (1983)
 TU1454
 TU1454                         *CURRENT SURVEY CONTROL
 TU1454  ___________________________________________________________________
 TU1454* NAD 83(1993)-  21 24 49.65135(N)    157 57 40.32771(W)     ADJUSTED  
 TU1454* LOCAL TIDAL -       121.3    (meters)     398.     (feet)  VERT ANG  
 TU1454  ___________________________________________________________________
 TU1454  EPOCH DATE  -        1993.62
 TU1454  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 TU1454  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU1454
 TU1454  HORZ ORDER  -  SECOND
 TU1454
 TU1454.The horizontal coordinates were established by classical geodetic methods
 TU1454.and adjusted by the National Geodetic Survey in December 1998..
 TU1454.The horizontal coordinates are valid at the epoch date displayed above.
 TU1454.The epoch date for horizontal control is a decimal equivalence
 TU1454.of Year/Month/Day.
 TU1454
 TU1454.The orthometric height was determined by vertical angle observations.
 TU1454
 TU1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1454
 TU1454.The geoid height was determined by GEOID03.
 TU1454
 TU1454;                    North         East     Units Scale Factor Converg.
 TU1454;SPC HI 3     -    27,362.148   504,022.567   MT  0.99999020   +0 00 51.0
 TU1454;UTM  04      - 2,368,300.624   607,665.030   MT  0.99974324   +0 22 45.5
 TU1454
 TU1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1454!SPC HI 3     -   0.99997845  x   0.99999020  =   0.99996865
 TU1454!UTM  04      -   0.99997845  x   0.99974324  =   0.99972170
 TU1454
 TU1454                          SUPERSEDED SURVEY CONTROL
 TU1454
 TU1454  NAD 83(1986)-  21 24 49.60108(N)    157 57 40.33779(W) AD(       ) 2
 TU1454  OLD HI      -  21 25 01.00496(N)    157 57 50.22488(W) AD(       ) 2
 TU1454
 TU1454.Superseded values are not recommended for survey control.
 TU1454.NGS no longer adjusts projects to the OLD HI datum.
 TU1454.See file dsdata.txt to determine how the superseded data were derived.
 TU1454
 TU1454_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0766568301(NAD 83)
 TU1454_MARKER: Z = SEE DESCRIPTION
 TU1454_SETTING: 0 = UNSPECIFIED SETTING
 TU1454
 TU1454  HISTORY     - Date     Condition        Report By
 TU1454  HISTORY     - 1969     MONUMENTED       CGS
 TU1454
 TU1454                          STATION DESCRIPTION
 TU1454
 TU1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1454'STATION IS LOCATED IN EWA DISTRICT, IN WAIMANO, ON WATER TANK
 TU1454'ON THE SOUTHEAST SIDE OF WAIMANO HOME ROAD, 1.5 MILES
 TU1454'NORTHEAST FROM INTERSECTION OF KAMEHAMEHA HIGHWAY AND WAIMANO HOME
 TU1454'ROAD AT PEARL CITY.
 TU1454'
 TU1454'STATION MARK IS A STANDARD STATE SURVEY DISK STAMPED 9-22 1969
 TU1454'CEMENTED IN DRILL HOLE IN TOP OF CIRCULAR CONCRETE WATER TANK WITH
 TU1454'LADDER ON EAST SIDE.  THE AREA IS FENCED AND KEY TO GATE MAY BE
 TU1454'OBTAINED FROM CITY AND COUNTY BOARD OF WATER SUPPLY.  THE STATION
 TU1454'IS 3.0 FT. NORTHEAST FROM NORTHEAST SIDE OF VENT IN MIDDLE OF TANK
 TU1454'AND 42.9 FT. NORTHWEST FROM SOUTHWEST CORNER OF VENT NEAR TOP
 TU1454'OF LADDER.
 TU1454'
 TU1454'GEODIMETER CONNECTION WAS MADE BETWEEN AIEA 1969 AND STATE SURVEY
 TU1454'9-22 1969
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1451 ***********************************************************************
 TU1451  DESIGNATION -  STATE SURVEY 9 23 1969
 TU1451  PID         -  TU1451
 TU1451  STATE/COUNTY-  HI/HONOLULU
 TU1451  USGS QUAD   -  WAIPAHU (1983)
 TU1451
 TU1451                         *CURRENT SURVEY CONTROL
 TU1451  ___________________________________________________________________
 TU1451* NAD 83(1993)-  21 22 30.52303(N)    157 55 44.29608(W)     ADJUSTED  
 TU1451* LOCAL TIDAL -        27.     (meters)      89.     (feet)  VERT ANG  
 TU1451  ___________________________________________________________________
 TU1451  EPOCH DATE  -        1993.62
 TU1451  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 TU1451  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1451
 TU1451  HORZ ORDER  -  SECOND
 TU1451
 TU1451.The horizontal coordinates were established by classical geodetic methods
 TU1451.and adjusted by the National Geodetic Survey in December 1998..
 TU1451.The horizontal coordinates are valid at the epoch date displayed above.
 TU1451.The epoch date for horizontal control is a decimal equivalence
 TU1451.of Year/Month/Day.
 TU1451
 TU1451.The orthometric height was determined by vertical angle observations.
 TU1451.No vertical observational check was made to the station.
 TU1451
 TU1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1451
 TU1451.The geoid height was determined by GEOID03.
 TU1451
 TU1451;                    North         East     Units Scale Factor Converg.
 TU1451;SPC HI 3     -    23,084.304   507,366.217   MT  0.99999067   +0 01 33.2
 TU1451;UTM  04      - 2,364,045.190   611,035.034   MT  0.99975235   +0 23 25.4
 TU1451
 TU1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1451!SPC HI 3     -   0.99999328  x   0.99999067  =   0.99998395
 TU1451!UTM  04      -   0.99999328  x   0.99975235  =   0.99974563
 TU1451
 TU1451                          SUPERSEDED SURVEY CONTROL
 TU1451
 TU1451  NAD 83(1986)-  21 22 30.47251(N)    157 55 44.30570(W) AD(       ) 2
 TU1451  OLD HI      -  21 22 41.87124(N)    157 55 54.18891(W) AD(       ) 2
 TU1451
 TU1451.Superseded values are not recommended for survey control.
 TU1451.NGS no longer adjusts projects to the OLD HI datum.
 TU1451.See file dsdata.txt to determine how the superseded data were derived.
 TU1451
 TU1451_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1103564045(NAD 83)
 TU1451_MARKER: DD = SURVEY DISK
 TU1451_SETTING: 0 = UNSPECIFIED SETTING
 TU1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1451+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2002
 TU1451
 TU1451  HISTORY     - Date     Condition        Report By
 TU1451  HISTORY     - 1969     MONUMENTED       CGS
 TU1451  HISTORY     - 1983     GOOD             USCG
 TU1451  HISTORY     - 20021119 GOOD             GEOCAC
 TU1451
 TU1451                          STATION DESCRIPTION
 TU1451
 TU1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1451'STATION IS LOCATED IN THE DISTRICT OF AIEA, ON ROAD OVERPASS
 TU1451'ADJACENT TO AIEA ELEMENTARY SCHOOL.
 TU1451'
 TU1451'STATION MARK IS STANDARD STATE SURVEY DISK STAMPED 9-23 1969
 TU1451'CEMENTED IN DRILL HOLE IN MIDDLE OF WALKWAY, AT THE WESTERLY
 TU1451'END OF CONCRETE PEDESTRIAN OVERPASS ACROSS MOANALUA ROAD.  TIES
 TU1451'FROM STATION ARE--SE 2.8 FT. TO EDGE OF WALKWAY, S 8.1 FT. TO
 TU1451'SW CORNER OF OVERPASS AND NW 4.3 TO CORNER OF LANDING AND STEPS
 TU1451'LEADING TO GROUND.
 TU1451'
 TU1451'GEODIMETER CONNECTION WAS MADE BETWEEN SALT LAKE 1873 1942 AND
 TU1451'STATE SURVEY 9-23.
 TU1451
 TU1451                          STATION RECOVERY (1983)
 TU1451
 TU1451'RECOVERY NOTE BY US COAST GUARD 1983 (MAT)
 TU1451'STATION RECOVERED GOOD.
 TU1451'
 TU1451'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 TU1451
 TU1451                          STATION RECOVERY (2002)
 TU1451
 TU1451'RECOVERY NOTE BY GEOCACHING 2002 (JB)
 TU1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1394 ***********************************************************************
 TU1394  DESIGNATION -  STATE SURVEY 9 24 1969
 TU1394  PID         -  TU1394
 TU1394  STATE/COUNTY-  HI/HONOLULU
 TU1394  USGS QUAD   -  PEARL HARBOR (1983)
 TU1394
 TU1394                         *CURRENT SURVEY CONTROL
 TU1394  ___________________________________________________________________
 TU1394* NAD 83(1993)-  21 22 08.63657(N)    157 54 43.09038(W)     ADJUSTED  
 TU1394* LOCAL TIDAL -        39.     (meters)     128.     (feet)  VERT ANG  
 TU1394  ___________________________________________________________________
 TU1394  EPOCH DATE  -        1993.62
 TU1394  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 TU1394  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU1394
 TU1394  HORZ ORDER  -  SECOND
 TU1394
 TU1394.The horizontal coordinates were established by classical geodetic methods
 TU1394.and adjusted by the National Geodetic Survey in December 1998..
 TU1394.The horizontal coordinates are valid at the epoch date displayed above.
 TU1394.The epoch date for horizontal control is a decimal equivalence
 TU1394.of Year/Month/Day.
 TU1394
 TU1394.The orthometric height was determined by vertical angle observations.
 TU1394.No vertical observational check was made to the station.
 TU1394
 TU1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1394
 TU1394.The geoid height was determined by GEOID03.
 TU1394
 TU1394;                    North         East     Units Scale Factor Converg.
 TU1394;SPC HI 3     -    22,412.061   509,129.785   MT  0.99999103   +0 01 55.5
 TU1394;UTM  04      - 2,363,384.334   612,802.424   MT  0.99975723   +0 23 47.4
 TU1394
 TU1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1394!SPC HI 3     -   0.99999139  x   0.99999103  =   0.99998242
 TU1394!UTM  04      -   0.99999139  x   0.99975723  =   0.99974862
 TU1394
 TU1394                          SUPERSEDED SURVEY CONTROL
 TU1394
 TU1394  NAD 83(1986)-  21 22 08.58610(N)    157 54 43.09993(W) AD(       ) 2
 TU1394  OLD HI      -  21 22 19.98488(N)    157 54 52.98220(W) AD(       ) 2
 TU1394
 TU1394.Superseded values are not recommended for survey control.
 TU1394.NGS no longer adjusts projects to the OLD HI datum.
 TU1394.See file dsdata.txt to determine how the superseded data were derived.
 TU1394
 TU1394_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1280263384(NAD 83)
 TU1394
 TU1394  HISTORY     - Date     Condition        Report By
 TU1394  HISTORY     - 1969     MONUMENTED       CGS
 TU1394
 TU1394                          STATION DESCRIPTION
 TU1394
 TU1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1394'SEE STATION SALT LAKE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1118 ***********************************************************************
 TU1118  DESIGNATION -  STATE SURVEY 9 26 LOW 1969
 TU1118  PID         -  TU1118
 TU1118  STATE/COUNTY-  HI/HONOLULU
 TU1118  USGS QUAD   -  KANEOHE (1983)
 TU1118
 TU1118                         *CURRENT SURVEY CONTROL
 TU1118  ___________________________________________________________________
 TU1118* NAD 83(1993)-  21 23 58.79617(N)    157 50 06.76991(W)     ADJUSTED  
 TU1118* LOCAL TIDAL -         4.48   (meters)      14.7    (feet)  LEVELING  
 TU1118  ___________________________________________________________________
 TU1118  EPOCH DATE  -        1993.62
 TU1118  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 TU1118  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU1118
 TU1118  HORZ ORDER  -  THIRD
 TU1118  VERT ORDER  -  THIRD ?
 TU1118
 TU1118.The horizontal coordinates were established by classical geodetic methods
 TU1118.and adjusted by the National Geodetic Survey in December 1998..
 TU1118.The horizontal coordinates are valid at the epoch date displayed above.
 TU1118.The epoch date for horizontal control is a decimal equivalence
 TU1118.of Year/Month/Day.
 TU1118
 TU1118.The orthometric height was determined by differential leveling.
 TU1118.The vertical network tie was performed by a horz. field party for horz.
 TU1118.obs reductions. Reset procedures were used to establish the elevation.
 TU1118
 TU1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1118
 TU1118.The geoid height was determined by GEOID03.
 TU1118
 TU1118;                    North         East     Units Scale Factor Converg.
 TU1118;SPC HI 3     -    25,806.519   517,086.704   MT  0.99999361   +0 03 36.5
 TU1118;UTM  04      - 2,366,828.596   620,735.804   MT  0.99978013   +0 25 30.2
 TU1118
 TU1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1118!SPC HI 3     -   0.99999676  x   0.99999361  =   0.99999037
 TU1118!UTM  04      -   0.99999676  x   0.99978013  =   0.99977689
 TU1118
 TU1118:                Primary Azimuth Mark                     Grid Az
 TU1118:SPC HI 3     -  STATE SURVEY 1 10 GUAVA 1969             232 29 17.7
 TU1118:UTM  04      -  STATE SURVEY 1 10 GUAVA 1969             232 07 24.0
 TU1118
 TU1118|---------------------------------------------------------------------|
 TU1118| PID    Reference Object                     Distance      Geod. Az  |
 TU1118|                                                           dddmmss.s |
 TU1118| TU1124 STATE SURVEY 1 10 GUAVA 1969        APPROX. 3.0 KM 2323254.2 |
 TU1118|---------------------------------------------------------------------|
 TU1118
 TU1118                          SUPERSEDED SURVEY CONTROL
 TU1118
 TU1118  NAD 83(1986)-  21 23 58.74613(N)    157 50 06.77850(W) AD(       ) 3
 TU1118  OLD HI      -  21 24 10.15815(N)    157 50 16.66208(W) AD(       ) 3
 TU1118
 TU1118.Superseded values are not recommended for survey control.
 TU1118.NGS no longer adjusts projects to the OLD HI datum.
 TU1118.See file dsdata.txt to determine how the superseded data were derived.
 TU1118
 TU1118_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2073666829(NAD 83)
 TU1118_MARKER: Z = SEE DESCRIPTION
 TU1118_SETTING: 0 = UNSPECIFIED SETTING
 TU1118
 TU1118  HISTORY     - Date     Condition        Report By
 TU1118  HISTORY     - 1969     MONUMENTED       HIGS
 TU1118
 TU1118                          STATION DESCRIPTION
 TU1118
 TU1118'DESCRIBED BY HAWAII GEODETIC SURVEY 1969
 TU1118'STATION IS LOCATED ON THE TOP OF KOOLAU RANGE, BETWEEN
 TU1118'MOANALUA VALLEY AND HAIKU VALLEY, AND ABOUT MIDWAY BETWEEN THE
 TU1118'ANTENNA ANCHOR TOWERS FOR THE HAIKU RADIO STATION CABLES.
 TU1118'
 TU1118'STATION IS ON A SMALL PEAK WITH AN AREA OF ABOUT 15 FEET WIDTH
 TU1118'SEATED OVER THE SADDLE RIDGE AND CAN ONLY BE REACHED BY THE USE
 TU1118'OF HELICOPTER.
 TU1118'
 TU1118'STATION MARK IS A STANDARD SURVEY DISK STAMPED 9-26 1969 = LOW
 TU1118'CEMENTED IN CONCRETE MONUMENT 0.1 FOOT ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1666 ***********************************************************************
 TU1666  DESIGNATION -  STATE SURVEY 9 5 1969
 TU1666  PID         -  TU1666
 TU1666  STATE/COUNTY-  HI/HONOLULU
 TU1666  USGS QUAD   -  EWA (1983)
 TU1666
 TU1666                         *CURRENT SURVEY CONTROL
 TU1666  ___________________________________________________________________
 TU1666* NAD 83(1993)-  21 20 30.90518(N)    158 04 38.70602(W)     ADJUSTED  
 TU1666* LOCAL TIDAL -        47.     (meters)     154.     (feet)  VERT ANG  
 TU1666  ___________________________________________________________________
 TU1666  EPOCH DATE  -        1993.62
 TU1666  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 TU1666  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU1666
 TU1666  HORZ ORDER  -  SECOND
 TU1666
 TU1666.The horizontal coordinates were established by classical geodetic methods
 TU1666.and adjusted by the National Geodetic Survey in December 1998..
 TU1666.The horizontal coordinates are valid at the epoch date displayed above.
 TU1666.The epoch date for horizontal control is a decimal equivalence
 TU1666.of Year/Month/Day.
 TU1666
 TU1666.The orthometric height was determined by vertical angle observations.
 TU1666.No vertical observational check was made to the station.
 TU1666
 TU1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1666
 TU1666.The geoid height was determined by GEOID03.
 TU1666
 TU1666;                    North         East     Units Scale Factor Converg.
 TU1666;SPC HI 3     -    19,405.681   491,969.337   MT  0.99999080   -0 01 41.4
 TU1666;UTM  04      - 2,360,269.736   595,665.816   MT  0.99971309   +0 20 08.8
 TU1666
 TU1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1666!SPC HI 3     -   0.99999019  x   0.99999080  =   0.99998099
 TU1666!UTM  04      -   0.99999019  x   0.99971309  =   0.99970328
 TU1666
 TU1666                          SUPERSEDED SURVEY CONTROL
 TU1666
 TU1666  NAD 83(1986)-  21 20 30.85366(N)    158 04 38.71717(W) AD(       ) 2
 TU1666  OLD HI      -  21 20 42.23527(N)    158 04 48.60267(W) AD(       ) 2
 TU1666
 TU1666.Superseded values are not recommended for survey control.
 TU1666.NGS no longer adjusts projects to the OLD HI datum.
 TU1666.See file dsdata.txt to determine how the superseded data were derived.
 TU1666
 TU1666_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9566660270(NAD 83)
 TU1666
 TU1666  HISTORY     - Date     Condition        Report By
 TU1666  HISTORY     - 1969     MONUMENTED       CGS
 TU1666
 TU1666                          STATION DESCRIPTION
 TU1666
 TU1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1666'SEE STATION PALAILAI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1659 ***********************************************************************
 TU1659  DESIGNATION -  STATE SURVEY 9 6 1969
 TU1659  PID         -  TU1659
 TU1659  STATE/COUNTY-  HI/HONOLULU
 TU1659  USGS QUAD   -  EWA (1983)
 TU1659
 TU1659                         *CURRENT SURVEY CONTROL
 TU1659  ___________________________________________________________________
 TU1659* NAD 83(1993)-  21 21 57.49226(N)    158 03 38.56979(W)     ADJUSTED  
 TU1659* LOCAL TIDAL -        71.     (meters)     233.     (feet)  VERT ANG  
 TU1659  ___________________________________________________________________
 TU1659  EPOCH DATE  -        1993.62
 TU1659  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 TU1659  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1659
 TU1659  HORZ ORDER  -  SECOND
 TU1659
 TU1659.The horizontal coordinates were established by classical geodetic methods
 TU1659.and adjusted by the National Geodetic Survey in December 1998..
 TU1659.The horizontal coordinates are valid at the epoch date displayed above.
 TU1659.The epoch date for horizontal control is a decimal equivalence
 TU1659.of Year/Month/Day.
 TU1659
 TU1659.The orthometric height was determined by vertical angle observations.
 TU1659.No vertical observational check was made to the station.
 TU1659
 TU1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1659
 TU1659.The geoid height was determined by GEOID03.
 TU1659
 TU1659;                    North         East     Units Scale Factor Converg.
 TU1659;SPC HI 3     -    22,067.969   493,703.136   MT  0.99999049   -0 01 19.6
 TU1659;UTM  04      - 2,362,942.253   597,382.187   MT  0.99971718   +0 20 32.0
 TU1659
 TU1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1659!SPC HI 3     -   0.99998639  x   0.99999049  =   0.99997688
 TU1659!UTM  04      -   0.99998639  x   0.99971718  =   0.99970357
 TU1659
 TU1659                          SUPERSEDED SURVEY CONTROL
 TU1659
 TU1659  NAD 83(1986)-  21 21 57.44099(N)    158 03 38.58085(W) AD(       ) 2
 TU1659  OLD HI      -  21 22 08.82973(N)    158 03 48.46730(W) AD(       ) 2
 TU1659
 TU1659.Superseded values are not recommended for survey control.
 TU1659.NGS no longer adjusts projects to the OLD HI datum.
 TU1659.See file dsdata.txt to determine how the superseded data were derived.
 TU1659
 TU1659_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9738262942(NAD 83)
 TU1659
 TU1659  HISTORY     - Date     Condition        Report By
 TU1659  HISTORY     - 1969     MONUMENTED       CGS
 TU1659
 TU1659                          STATION DESCRIPTION
 TU1659
 TU1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1659'SEE STATION MAKAKILO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1651 ***********************************************************************
 TU1651  DESIGNATION -  STATE SURVEY 9 7 1969
 TU1651  PID         -  TU1651
 TU1651  STATE/COUNTY-  HI/HONOLULU
 TU1651  USGS QUAD   -  PEARL HARBOR (1983)
 TU1651
 TU1651                         *CURRENT SURVEY CONTROL
 TU1651  ___________________________________________________________________
 TU1651* NAD 83(1993)-  21 19 06.79602(N)    158 00 50.65463(W)     ADJUSTED  
 TU1651* LOCAL TIDAL -         4.     (meters)      13.     (feet)  VERT ANG  
 TU1651  ___________________________________________________________________
 TU1651  EPOCH DATE  -        1993.62
 TU1651  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 TU1651  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU1651
 TU1651  HORZ ORDER  -  SECOND
 TU1651
 TU1651.The horizontal coordinates were established by classical geodetic methods
 TU1651.and adjusted by the National Geodetic Survey in December 1998..
 TU1651.The horizontal coordinates are valid at the epoch date displayed above.
 TU1651.The epoch date for horizontal control is a decimal equivalence
 TU1651.of Year/Month/Day.
 TU1651
 TU1651.The orthometric height was determined by vertical angle observations.
 TU1651.No vertical observational check was made to the station.
 TU1651
 TU1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1651
 TU1651.The geoid height was determined by GEOID03.
 TU1651
 TU1651;                    North         East     Units Scale Factor Converg.
 TU1651;SPC HI 3     -    16,816.942   498,540.202   MT  0.99999003   -0 00 18.4
 TU1651;UTM  04      - 2,357,723.453   602,251.211   MT  0.99972920   +0 21 30.5
 TU1651
 TU1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1651!SPC HI 3     -   0.99999696  x   0.99999003  =   0.99998699
 TU1651!UTM  04      -   0.99999696  x   0.99972920  =   0.99972616
 TU1651
 TU1651                          SUPERSEDED SURVEY CONTROL
 TU1651
 TU1651  NAD 83(1986)-  21 19 06.74467(N)    158 00 50.66502(W) AD(       ) 2
 TU1651  OLD HI      -  21 19 18.12682(N)    158 01 00.54567(W) AD(       ) 2
 TU1651
 TU1651.Superseded values are not recommended for survey control.
 TU1651.NGS no longer adjusts projects to the OLD HI datum.
 TU1651.See file dsdata.txt to determine how the superseded data were derived.
 TU1651
 TU1651_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0225157723(NAD 83)
 TU1651
 TU1651  HISTORY     - Date     Condition        Report By
 TU1651  HISTORY     - 1969     MONUMENTED       CGS
 TU1651
 TU1651                          STATION DESCRIPTION
 TU1651
 TU1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1651'SEE STATION EWA BEACH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1622 ***********************************************************************
 TU1622  DESIGNATION -  STATE SURVEY 9 9 1969
 TU1622  PID         -  TU1622
 TU1622  STATE/COUNTY-  HI/HONOLULU
 TU1622  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1622
 TU1622                         *CURRENT SURVEY CONTROL
 TU1622  ___________________________________________________________________
 TU1622* NAD 83(1993)-  21 23 28.95629(N)    158 02 09.04350(W)     ADJUSTED  
 TU1622* LOCAL TIDAL -       108.     (meters)     354.     (feet)  VERT ANG  
 TU1622  ___________________________________________________________________
 TU1622  EPOCH DATE  -        1993.62
 TU1622  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 TU1622  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU1622
 TU1622  HORZ ORDER  -  SECOND
 TU1622
 TU1622.The horizontal coordinates were established by classical geodetic methods
 TU1622.and adjusted by the National Geodetic Survey in December 1998..
 TU1622.The horizontal coordinates are valid at the epoch date displayed above.
 TU1622.The epoch date for horizontal control is a decimal equivalence
 TU1622.of Year/Month/Day.
 TU1622
 TU1622.The orthometric height was determined by vertical angle observations.
 TU1622.No vertical observational check was made to the station.
 TU1622
 TU1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1622
 TU1622.The geoid height was determined by GEOID03.
 TU1622
 TU1622;                    North         East     Units Scale Factor Converg.
 TU1622;SPC HI 3     -    24,880.227   496,282.976   MT  0.99999017   -0 00 47.1
 TU1622;UTM  04      - 2,365,770.105   599,943.390   MT  0.99972343   +0 21 06.1
 TU1622
 TU1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1622!SPC HI 3     -   0.99998055  x   0.99999017  =   0.99997072
 TU1622!UTM  04      -   0.99998055  x   0.99972343  =   0.99970399
 TU1622
 TU1622                          SUPERSEDED SURVEY CONTROL
 TU1622
 TU1622  NAD 83(1986)-  21 23 28.90548(N)    158 02 09.05440(W) AD(       ) 2
 TU1622  OLD HI      -  21 23 40.29924(N)    158 02 18.94233(W) AD(       ) 2
 TU1622
 TU1622.Superseded values are not recommended for survey control.
 TU1622.NGS no longer adjusts projects to the OLD HI datum.
 TU1622.See file dsdata.txt to determine how the superseded data were derived.
 TU1622
 TU1622_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9994365770(NAD 83)
 TU1622
 TU1622  HISTORY     - Date     Condition        Report By
 TU1622  HISTORY     - 1969     MONUMENTED       CGS
 TU1622
 TU1622                          STATION DESCRIPTION
 TU1622
 TU1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU1622'SEE STATION WAIPAHU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2022 ***********************************************************************
 TU2022  DESIGNATION -  STATION 719 ANNA VAN
 TU2022  PID         -  TU2022
 TU2022  STATE/COUNTY-  HI/KAUAI
 TU2022  USGS QUAD   -  MAKAHA POINT (1983)
 TU2022
 TU2022                         *CURRENT SURVEY CONTROL
 TU2022  ___________________________________________________________________
 TU2022* NAD 83(1993)-  22 07 34.63452(N)    159 39 54.30022(W)     ADJUSTED  
 TU2022* LOCAL TIDAL -      1147.4    (meters)    3764.     (feet)  VERT ANG  
 TU2022  ___________________________________________________________________
 TU2022  EPOCH DATE  -        1993.62
 TU2022  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 TU2022  GEOID HEIGHT-          16.73  (meters)                     GEOID03
 TU2022
 TU2022  HORZ ORDER  -  SECOND
 TU2022
 TU2022.The horizontal coordinates were established by classical geodetic methods
 TU2022.and adjusted by the National Geodetic Survey in December 1998..
 TU2022.The horizontal coordinates are valid at the epoch date displayed above.
 TU2022.The epoch date for horizontal control is a decimal equivalence
 TU2022.of Year/Month/Day.
 TU2022
 TU2022.The orthometric height was determined by vertical angle observations.
 TU2022
 TU2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2022
 TU2022.The geoid height was determined by GEOID03.
 TU2022
 TU2022;                    North         East     Units Scale Factor Converg.
 TU2022;SPC HI 4     -    32,447.718   482,968.422   MT  0.99999358   -0 03 43.8
 TU2022;UTM  04      - 2,446,955.254   431,409.369   MT  0.99965813   -0 15 01.8
 TU2022
 TU2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2022!SPC HI 4     -   0.99981707  x   0.99999358  =   0.99981065
 TU2022!UTM  04      -   0.99981707  x   0.99965813  =   0.99947527
 TU2022
 TU2022                          SUPERSEDED SURVEY CONTROL
 TU2022
 TU2022  NAD 83(1986)-  22 07 34.60021(N)    159 39 54.32320(W) AD(       ) 2
 TU2022
 TU2022.Superseded values are not recommended for survey control.
 TU2022.NGS no longer adjusts projects to the OLD HI datum.
 TU2022.See file dsdata.txt to determine how the superseded data were derived.
 TU2022
 TU2022_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3140946955(NAD 83)
 TU2022
 TU2022  HISTORY     - Date     Condition        Report By
 TU2022  HISTORY     - 1964     FIRST OBSERVED   CGS
 TU2022
 TU2022                          STATION DESCRIPTION
 TU2022
 TU2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU2022'THE STATION IS LOCATED IN THE S-BAND RADAR (VERLORT) AREA AT THE
 TU2022'KOKEE INSTRUMENTATION STATION OF THE PACIFIC MISSILE RANGE, IN
 TU2022'KOKEE PARK AND ON A RIDGE ABOUT 500 FEET NORTHWEST OF STATE
 TU2022'HIGHWAY 55.
 TU2022'
 TU2022'THE STATION IS THE CENTER OF THE VAN, AS DEFINED BY 4 QUARTER-WAVE
 TU2022'ANTENNAE THAT ARE MOUNTED ON IRON PIPES THAT PROJECT ABOUT 10
 TU2022'FEET ABOVE THE ROOF OF THE VAN.  THERE ARE 2 ANTENNAE ON EITHER
 TU2022'SIDE OF THE VAN.
 TU2022'
 TU2022'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KOKEE 1961,
 TU2022'DISTANCE BEING 72.829 FEET (22.198 METERS) SOUTH-SOUTHEAST OF
 TU2022'STATION KOKEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1407 ***********************************************************************
 TU1407  DESIGNATION -  STATION G
 TU1407  PID         -  TU1407
 TU1407  STATE/COUNTY-  HI/HONOLULU
 TU1407  USGS QUAD   -  PEARL HARBOR (1983)
 TU1407
 TU1407                         *CURRENT SURVEY CONTROL
 TU1407  ___________________________________________________________________
 TU1407* NAD 83(1993)-  21 18 40.72826(N)    157 55 39.96415(W)     ADJUSTED  
 TU1407* LOCAL TIDAL -                                                        
 TU1407  ___________________________________________________________________
 TU1407  EPOCH DATE  -        1993.62
 TU1407  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 TU1407  GEOID HEIGHT-          15.44  (meters)                     GEOID03
 TU1407
 TU1407  HORZ ORDER  -  THIRD
 TU1407
 TU1407.The horizontal coordinates were established by classical geodetic methods
 TU1407.and adjusted by the National Geodetic Survey in December 1998..
 TU1407.The horizontal coordinates are valid at the epoch date displayed above.
 TU1407.The epoch date for horizontal control is a decimal equivalence
 TU1407.of Year/Month/Day.
 TU1407
 TU1407
 TU1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1407
 TU1407.The geoid height was determined by GEOID03.
 TU1407
 TU1407;                    North         East     Units Scale Factor Converg.
 TU1407;SPC HI 3     -    16,016.865   507,494.253   MT  0.99999069   +0 01 34.5
 TU1407;UTM  04      - 2,356,980.389   611,207.924   MT  0.99975282   +0 23 23.0
 TU1407
 TU1407                          SUPERSEDED SURVEY CONTROL
 TU1407
 TU1407  NAD 83(1986)-  21 18 40.67495(N)    157 55 39.97452(W) AD(       ) 4
 TU1407  OLD HI      -  21 18 52.05900(N)    157 55 49.83600(W) AD(       ) 3
 TU1407
 TU1407.Superseded values are not recommended for survey control.
 TU1407.NGS no longer adjusts projects to the OLD HI datum.
 TU1407.See file dsdata.txt to determine how the superseded data were derived.
 TU1407
 TU1407_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1120856980(NAD 83)
 TU1407
 TU1407  HISTORY     - Date     Condition        Report By
 TU1407  HISTORY     - 1925     MONUMENTED       CGS
 TU1407  HISTORY     - 1956     SEE DESCRIPTION  CGS
 TU1407  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1407
 TU1407                          STATION DESCRIPTION
 TU1407
 TU1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1407'ON SOUTHERN COAST OF OAHU, THE ARTILLERY FIRE CONTROL STATION ON
 TU1407'AHUA POINT.  STATION IS AN INCONSPICUOUS GREEN HOUSE ON IRON FRAME.
 TU1407
 TU1407                          STATION RECOVERY (1956)
 TU1407
 TU1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (SLH)
 TU1407'STATION IS ON OAHU ISLAND, APPROXIMATELY 2 MILES E OF PEARL
 TU1407'HARBOR ENTRANCE, ON ANUA POINT.  IT IS ON AN ARTILLERY FIRE
 TU1407'CONTROL TOWER OF OPEN STEEL CONSTRUCTION FRAMEWORK, APPROXIMATELY
 TU1407'30 FEET HIGH, 10 FEET SQUARE AT TOP WITH CORRUGATED IRON SIDE
 TU1407'ON HOUSE AT TOP.  IT IS FADED GREEN IN COLOR.  AN 8-SIDED
 TU1407'CONCRETE COLUMN RUNS UP THRU THE TOWER, SLIGHTLY OF CENTER AND
 TU1407'EXTENDS 10 INCHES ABOVE FLOOR.
 TU1407'
 TU1407'INSTRUMENT STATION - STATION G.
 TU1407'
 TU1407'AZIMUTH STATION - PEARL HARBOR WATER TANK A
 TU1407'
 TU1407'TO STUB - 175 DEG 45 MIN 30 SEC (RT).
 TU1407'
 TU1407'DISTANCE - 26.3 METERS (86.3 FEET).
 TU1407
 TU1407                          STATION RECOVERY (1963)
 TU1407
 TU1407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1407'STATION WAS RECOVERED.  ON SOUTH COAST OF OAHU, ON AHUA POINT,
 TU1407'500 FEET WEST OF THE BUILDINGS AT KEEHI SERVICEMENS BEACH.  STATION
 TU1407'IS OLD ARTILLERY FIRE-CONTROL TOWER.  AN 11-FOOT-SQUARE, METAL
 TU1407'HOUSE, FADED GREEN IN COLOR, SUPPORTED BY 4 METAL LEGS.  TOP OF
 TU1407'ROOF IS 30 FEET ABOVE GROUND.  A 42-INCH-THICK, OCTAGON,
 TU1407'CONCRETE, INSTRUMENT PILLAR EXTENDS FROM THE GROUND UP INTO THE
 TU1407'HOUSE, AND HAS A 1-1/2-INCH BRASS PLUG IN ITS CENTER.  THE
 TU1407'PILLAR IS ABOUT 1-1/2 FEET OFF CENTER, TO THE SOUTHEAST FROM
 TU1407'THE CENTER OF THE HOUSE.
 TU1407'
 TU1407'A DENSE GROWTH OF KEAWE TREES IN THE AREA IS ABOUT EVEN WITH
 TU1407'THE FLOOR OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1652 ***********************************************************************
 TU1652  DESIGNATION -  STATION X ARMY
 TU1652  PID         -  TU1652
 TU1652  STATE/COUNTY-  HI/HONOLULU
 TU1652  USGS QUAD   -  PEARL HARBOR (1983)
 TU1652
 TU1652                         *CURRENT SURVEY CONTROL
 TU1652  ___________________________________________________________________
 TU1652* NAD 83(1993)-  21 18 29.71578(N)    158 00 54.37786(W)     ADJUSTED  
 TU1652* LOCAL TIDAL -                                                        
 TU1652  ___________________________________________________________________
 TU1652  EPOCH DATE  -        1993.62
 TU1652  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 TU1652  GEOID HEIGHT-          15.28  (meters)                     GEOID03
 TU1652
 TU1652  HORZ ORDER  -  THIRD
 TU1652
 TU1652.The horizontal coordinates were established by classical geodetic methods
 TU1652.and adjusted by the National Geodetic Survey in December 1998..
 TU1652.The horizontal coordinates are valid at the epoch date displayed above.
 TU1652.The epoch date for horizontal control is a decimal equivalence
 TU1652.of Year/Month/Day.
 TU1652
 TU1652
 TU1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1652
 TU1652.The geoid height was determined by GEOID03.
 TU1652
 TU1652;                    North         East     Units Scale Factor Converg.
 TU1652;SPC HI 3     -    15,676.528   498,432.794   MT  0.99999003   -0 00 19.8
 TU1652;UTM  04      - 2,356,582.679   602,151.066   MT  0.99972894   +0 21 28.5
 TU1652
 TU1652                          SUPERSEDED SURVEY CONTROL
 TU1652
 TU1652  NAD 83(1986)-  21 18 29.66446(N)    158 00 54.38819(W) AD(       ) 4
 TU1652  OLD HI      -  21 18 41.01800(N)    158 01 04.25700(W) AD(       ) 3
 TU1652
 TU1652.Superseded values are not recommended for survey control.
 TU1652.NGS no longer adjusts projects to the OLD HI datum.
 TU1652.See file dsdata.txt to determine how the superseded data were derived.
 TU1652
 TU1652_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0215156583(NAD 83)
 TU1652
 TU1652  HISTORY     - Date     Condition        Report By
 TU1652  HISTORY     - UNK      MONUMENTED
 TU1652  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1652  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1652
 TU1652                          STATION DESCRIPTION
 TU1652
 TU1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1652'IN S OAHU, A LITTLE OVER HALFWAY TOWARD PEARL HARBOR FROM BARBERS
 TU1652'POINT, NEAR THE SHORE AND AMONG TREES, A FIRE CONTROL STATION
 TU1652'(ARTILLERY) CONSISTING OF A GREEN HOUSE ON IRON FRAME.
 TU1652
 TU1652                          STATION RECOVERY (1963)
 TU1652
 TU1652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1652'STATION WAS NOT FOUND AND IS BELIEVED DESTROYED.  THE ENTIRE AREA
 TU1652'IS NOW IN HOUSING DEVELOPMENT AND THERE ARE NO TOWERS ALONG THE
 TU1652'BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1473 ***********************************************************************
 TU1473  DESIGNATION -  STATION Z
 TU1473  PID         -  TU1473
 TU1473  STATE/COUNTY-  HI/HONOLULU
 TU1473  USGS QUAD   -  HAUULA (1983)
 TU1473
 TU1473                         *CURRENT SURVEY CONTROL
 TU1473  ___________________________________________________________________
 TU1473* NAD 83(1993)-  21 30 59.42387(N)    157 58 55.22254(W)     ADJUSTED  
 TU1473* LOCAL TIDAL -       436.59   (meters)    1432.4    (feet)  LEVELING  
 TU1473  ___________________________________________________________________
 TU1473  EPOCH DATE  -        1993.62
 TU1473  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 TU1473  GEOID HEIGHT-          15.59  (meters)                     GEOID03
 TU1473
 TU1473  HORZ ORDER  -  SECOND
 TU1473  VERT ORDER  -  THIRD ?
 TU1473
 TU1473.The horizontal coordinates were established by classical geodetic methods
 TU1473.and adjusted by the National Geodetic Survey in December 1998..
 TU1473.The horizontal coordinates are valid at the epoch date displayed above.
 TU1473.The epoch date for horizontal control is a decimal equivalence
 TU1473.of Year/Month/Day.
 TU1473
 TU1473.The orthometric height was determined by differential leveling.
 TU1473.The vertical network tie was performed by a horz. field party for horz.
 TU1473.obs reductions. Reset procedures were used to establish the elevation.
 TU1473
 TU1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1473
 TU1473.The geoid height was determined by GEOID03.
 TU1473
 TU1473;                    North         East     Units Scale Factor Converg.
 TU1473;SPC HI 3     -    38,734.525   501,864.286   MT  0.99999004   +0 00 23.8
 TU1473;UTM  04      - 2,379,656.145   605,434.711   MT  0.99973736   +0 22 24.3
 TU1473
 TU1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1473!SPC HI 3     -   0.99992894  x   0.99999004  =   0.99991898
 TU1473!UTM  04      -   0.99992894  x   0.99973736  =   0.99966631
 TU1473
 TU1473|---------------------------------------------------------------------|
 TU1473| PID    Reference Object                     Distance      Geod. Az  |
 TU1473|                                                           dddmmss.s |
 TU1473| CJ9053 STATION Z RM 1                       17.924 METERS 19816     |
 TU1473| TU1616 WAIPIO UKA RESET                    APPROX. 8.1 KM 2003615.7 |
 TU1473| TU1624 SCHOFIELD POST FLAG                 APPROX. 7.5 KM 2464634.5 |
 TU1473| TU1625 SCHOFIELD LAUNDRY STACK             APPROX. 7.8 KM 2470536.1 |
 TU1473| CJ9054 STATION Z RM 2                       11.470 METERS 26617     |
 TU1473|---------------------------------------------------------------------|
 TU1473
 TU1473                          SUPERSEDED SURVEY CONTROL
 TU1473
 TU1473  NAD 83(1986)-  21 30 59.37386(N)    157 58 55.23358(W) AD(       ) 2
 TU1473  OLD HI      -  21 31 10.76400(N)    157 59 05.13400(W) AD(       ) 2
 TU1473
 TU1473.Superseded values are not recommended for survey control.
 TU1473.NGS no longer adjusts projects to the OLD HI datum.
 TU1473.See file dsdata.txt to determine how the superseded data were derived.
 TU1473
 TU1473_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0543579656(NAD 83)
 TU1473_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1473_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1473
 TU1473  HISTORY     - Date     Condition        Report By
 TU1473  HISTORY     - 1927     MONUMENTED       CGS
 TU1473  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1473  HISTORY     - 1952     SEE DESCRIPTION  CGS
 TU1473  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1473
 TU1473                          STATION DESCRIPTION
 TU1473
 TU1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1473'IN CENTRAL PART OF OAHU, ABOUT 3 MILES EAST AND A LITTLE NORTH
 TU1473'OF WAHIAWA.  BEST REACHED BY DRIVING UP THE ROAD WHICH LIES
 TU1473'JUST NORTH OF AND PARALLELS THE FIRST GULCH NORTH OF
 TU1473'WAHIAWA.  FOLLOW THIS ROAD TO END (IN AN EASTERLY DIRECTION),
 TU1473'WHERE THERE IS A SMALL HOUSE AND GARAGE.  FOLLOW THE EDGE OF
 TU1473'THE CLIFF TO THE SOUTH ABOUT 200 YARDS TO THE SECOND POINT
 TU1473'IN THE CLIFF, TO THE STATION.  ESTABLISHED AND MARKED BY THE
 TU1473'UNITED STATES ENGINEERS, THE MARK BEING A RECTANGULAR BRASS
 TU1473'PLATE CEMENTED IN A 5-INCH IRON PIPE EMBEDDED IN GROUND.  IN
 TU1473'1927 IT WAS RE-MARKED WITH STANDARD DISK STATION MARK, NOTE
 TU1473'1C, SET IN CEMENT POURED OVER OLD MARK.  REFERENCE MARKS, NOTE
 TU1473'13A, STANDARD REFERENCE DISKS IN CONCRETE IN TILE, ARE AT THE
 TU1473'FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--NO. 1,
 TU1473'17.924 METERS (58.81 FEET), 18 DEG 16 MIN.  NO. 2 11.470
 TU1473'METERS (37.63 FEET), 86 DEG 17 MIN.  RE-MARKED ACCORDING TO
 TU1473'NOTE 14A IN 1929.
 TU1473
 TU1473                          STATION RECOVERY (1945)
 TU1473
 TU1473'RECOVERY NOTE BY US ARMY 1945
 TU1473'ABOUT 3 MILES E AND A LITTLE N OF WAHIAWA.  FOLLOW HIGHWAY 1 N
 TU1473'FROM WAHIAWA TO JUNCTION WITH HIGHWAY 124, THENCE E ON HIGHWAY
 TU1473'124 TO NAVY RADIO STATION, PASS THROUGH STATION AND FOLLOW
 TU1473'FOREST SERVICE DIRT ROAD TO POINT ABOUT 100 YARDS FROM RANGER
 TU1473'BUILDINGS.  STATION IS TO S ON POINT OF CLIFF.  BRUSH AND TREES
 TU1473'HAVE GROWN UP HEAVILY ABOUT STATION, ALL LINES WILL REQUIRE
 TU1473'CLEARING.
 TU1473'
 TU1473'STATION IS MARKED ACCORDING TO NOTE 14A.  ALL MARKS ARE IN GOOD
 TU1473'CONDITION.
 TU1473
 TU1473                          STATION RECOVERY (1952)
 TU1473
 TU1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (GAN)
 TU1473'RECOVERED IN GOOD CONDITION.  SURROUNDED BY 50 TO 100
 TU1473'FT. EUCALYPTUS TREES.
 TU1473
 TU1473                          STATION RECOVERY (1964)
 TU1473
 TU1473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1473'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU1473'CONDITION.  STATION IS LOCATED IN A DENSE GROVE OF LARGE EUCALYPTUS
 TU1473'TREES UP TO ABOUT 100 FEET HIGH.  LINE OF SIGHT FROM STATION
 TU1473'TO REFERENCE MARKS IS BLOCKED BY TREES SO THE DISTANCES WERE
 TU1473'NOT CHECKED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1473'
 TU1473'STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF WHITMORE VILLAGE
 TU1473'AND 1-1/2 MILES EAST OF THE NAVAL RADIO STATION, IN HEAVY TIMBER
 TU1473'ON RIM OF CANYON, ABOUT 200 YARDS SOUTH OF TRACK ROAD.
 TU1473'
 TU1473'TO REACH FROM THE DOLE CORPORATION OFFICES IN WHITMORE VILLAGE,
 TU1473'GO EAST ON STATE HIGHWAY 804 FOR 1.0 MILE TO ENTRANCE OF
 TU1473'NAVAL RADIO STATION.  CONTINUE EAST, THROUGH THE STATION ON
 TU1473'CENTER STREET, FOR 0.75 MILE TO END OF PAVED ROAD AT BUILDING
 TU1473'NO. 87.  CONTINUE EAST, ON DIRT ROAD, FOR 0.25 MILE TO LOCKED
 TU1473'GATE.  PASS THROUGH GATE AND CONTINUE ON TRACK ROAD FOR 0.7
 TU1473'MILE TO END OF ROAD AT OLD HOUSE.  PACK SOUTHWEST ALONG RIM
 TU1473'OF CANYON FOR ABOUT 250 YARDS TO STATION.
 TU1473'
 TU1473'STATION MARK WAS PREVIOUSLY DESCRIBED AS BEING A STANDARD
 TU1473'DISK, HOWEVER IT COULD NOT BE EXAMINED BECAUSE OF A LARGE IRON
 TU1473'YOKE (WHICH IS PART OF THE TYPE A SIGNAL) RESTING UPON IT.  THE
 TU1473'CONCRETE MONUMENT IN WHICH THE MARK IS SET IS 14 INCHES SQUARE AT
 TU1473'THE GROUND AND TAPERS TO 10 INCHES SQUARE ABOUT 1 FOOT ABOVE
 TU1473'GROUND.  THE TYPE A SIGNAL, BUILT IN 1929 BY THE HAWAII
 TU1473'TERRITORIAL SURVEY, HAS A 5-FOOT-SQUARE, CONCRETE PLATFORM
 TU1473'SUPPORTED 4 FEET ABOVE GROUND BY 2 STONE AND MORTAR WALLS.  A
 TU1473'2-1/2-INCH IRON PIPE, SUPPORTED BY THE IRON YOKE, EXTENDS UP
 TU1473'THROUGH CENTER OF PLATFORM AND HOLDS A RED AND WHITE METAL
 TU1473'TARGET THAT EXTENDS ABOUT 8 FEET ABOVE THE PLATFORM.
 TU1473'
 TU1473'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STATION Z
 TU1473'NO 1, SET IN CEMENT IN THE TOP OF A 4-INCH SOIL PIPE THAT
 TU1473'PROJECTS 18 INCHES FROM THE GROUND.  IT IS 8 FEET WEST OF EDGE
 TU1473'OF CANYON.
 TU1473'
 TU1473'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STATION Z
 TU1473'NO 2, SET IN CEMENT IN THE TOP OF A 4-INCH SOIL PIPE THAT
 TU1473'PROJECTS 15 INCHES FROM THE GROUND.
 TU1473'
 TU1473'NOTE--KEY TO LOCKED GATE MAY BE OBTAINED AT THE PUBLIC WORKS
 TU1473'OFFICE ON THE NAVAL RADIO STATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2444 ***********************************************************************
 TU2444  DESIGNATION -  STEIN 2
 TU2444  PID         -  TU2444
 TU2444  STATE/COUNTY-  HI/HAWAII
 TU2444  USGS QUAD   -  NAALEHU (1981)
 TU2444
 TU2444                         *CURRENT SURVEY CONTROL
 TU2444  ___________________________________________________________________
 TU2444* NAD 83(1993)-  19 03 38.09657(N)    155 34 35.26963(W)     ADJUSTED  
 TU2444* LOCAL TIDAL -       193.3    (meters)     634.     (feet)  VERT ANG  
 TU2444  ___________________________________________________________________
 TU2444  EPOCH DATE  -        1993.62
 TU2444  LAPLACE CORR-          -8.36  (seconds)                    DEFLEC99
 TU2444  GEOID HEIGHT-          17.80  (meters)                     GEOID03
 TU2444
 TU2444  HORZ ORDER  -  THIRD
 TU2444
 TU2444.The horizontal coordinates were established by classical geodetic methods
 TU2444.and adjusted by the National Geodetic Survey in December 1998..
 TU2444.The horizontal coordinates are valid at the epoch date displayed above.
 TU2444.The epoch date for horizontal control is a decimal equivalence
 TU2444.of Year/Month/Day.
 TU2444
 TU2444.The orthometric height was determined by vertical angle observations.
 TU2444
 TU2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2444
 TU2444.The geoid height was determined by GEOID03.
 TU2444
 TU2444;                    North         East     Units Scale Factor Converg.
 TU2444;SPC HI 1     -    25,155.439   491,952.159   MT  0.99996747   -0 01 29.9
 TU2444;UTM  05      - 2,109,522.626   228,853.369   MT  1.00050892   -0 50 30.9
 TU2444
 TU2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2444!SPC HI 1     -   0.99996682  x   0.99996747  =   0.99993429
 TU2444!UTM  05      -   0.99996682  x   1.00050892  =   1.00047572
 TU2444
 TU2444:                Primary Azimuth Mark                     Grid Az
 TU2444:SPC HI 1     -  PEAK 2 RESET                             010 52 25.8
 TU2444:UTM  05      -  PEAK 2 RESET                             011 41 26.8
 TU2444
 TU2444|---------------------------------------------------------------------|
 TU2444| PID    Reference Object                     Distance      Geod. Az  |
 TU2444|                                                           dddmmss.s |
 TU2444| TU2443 PEAK 2 RESET                        APPROX. 2.3 KM 0105055.9 |
 TU2444| CN6163 STEIN 2 RM 2                          3.583 METERS 03758     |
 TU2444| CN6162 STEIN 2 RM 1                         15.062 METERS 11604     |
 TU2444|---------------------------------------------------------------------|
 TU2444
 TU2444                          SUPERSEDED SURVEY CONTROL
 TU2444
 TU2444  NAD 83(1986)-  19 03 38.08198(N)    155 34 35.31768(W) AD(       ) 3
 TU2444  OLD HI      -  19 03 48.89800(N)    155 34 45.33700(W) AD(       ) 3
 TU2444
 TU2444.Superseded values are not recommended for survey control.
 TU2444.NGS no longer adjusts projects to the OLD HI datum.
 TU2444.See file dsdata.txt to determine how the superseded data were derived.
 TU2444
 TU2444_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB2885309523(NAD 83)
 TU2444_MARKER: DD = SURVEY DISK
 TU2444_SETTING: 0 = UNSPECIFIED SETTING
 TU2444_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU2444
 TU2444  HISTORY     - Date     Condition        Report By
 TU2444  HISTORY     - 1938     MONUMENTED       HITS
 TU2444  HISTORY     - 1949     SEE DESCRIPTION  CGS
 TU2444  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2444  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2444  HISTORY     - 19791010 GOOD             NOS
 TU2444
 TU2444                          STATION DESCRIPTION
 TU2444
 TU2444'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1938 (CLM)
 TU2444'LOCATION OF STATION--ON A RISE OF LAND ABOUT 1000 FEET BACK OF
 TU2444'NAALEHU SCHOOL.
 TU2444'
 TU2444'OLD MARK FOUND--TRIANGULATION STATION ON SET STONE AND STONEPILE.
 TU2444'
 TU2444'NEW STATION MARK--H.T.S.  TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2444'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET LONG
 TU2444'SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT EXPOSED TO
 TU2444'VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL BAR).
 TU2444
 TU2444                          STATION RECOVERY (1949)
 TU2444
 TU2444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2444'THE STATION IS LOCATED ABOUT 0.5 MILE EAST OF NAALEHU, ABOUT 300
 TU2444'YARDS SOUTH OF THE ROAD WHICH RUNS BETWEEN NAALEHU AND HONUAPE,
 TU2444'ABOUT 200 YARDS EAST OF THE GROUNDS OF THE NAALEHU SCHOOL, 10 FEET
 TU2444'SOUTH OF A ROCK WALL AND ON THE SUMMIT OF A LARGE STONE PILE.
 TU2444'
 TU2444'TO REACH FROM THE POST OFFICE IN NAALEHU.  GO SOUTH ON THE ROAD
 TU2444'WHICH LEADS TOWARD THE VILLAGE DUMP FOR 0.2 MILE.  PASS THROUGH
 TU2444'A BOARD GATE AND CONTINUE STRAIGHT AHEAD, EASTERLY FOR 0.15
 TU2444'MILE.  PASS THROUGH A BOARD GATE AND CONTINUE EASTERLY, ON THE DIM
 TU2444'TRACK ROAD, FOR 0.2 MILE.  PASS THROUGH A BOARD GATE, TO THE REAR
 TU2444'OF THE SCHOOL GROUNDS, AND CONTINUE EASTERLY FOR 0.15 MILE TO
 TU2444'THE END OF THE ROAD.  FROM THIS POINT PACK NORTH FOR ABOUT 200
 TU2444'FEET TO THE HIGH GROUND, THE ROCK PILE AND THE STATION.
 TU2444'
 TU2444'THE STATION IS THE CENTER OF A 1-1/2 INCH IRON BAR WHICH PROJECTS
 TU2444'ABOUT 2 FEET FROM THE TOP OF A TRIANGULAR SLAB OF CONCRETE WHICH
 TU2444'IS ABOUT 6 FEET ON EACH SIDE AND PROJECTS ABOUT 8 INCHES ABOVE
 TU2444'THE GROUND.
 TU2444'
 TU2444'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED STEIN R M NO
 TU2444'1 1949, SET INTO A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 3
 TU2444'INCHES ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2444'
 TU2444'THERE IS ANOTHER STATION ABOUT A MILE AWAY CALLED STEIN 1 (HTS).
 TU2444
 TU2444                          STATION RECOVERY (1967)
 TU2444
 TU2444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2444'STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  ONE
 TU2444'NEW REFERENCE MARK, NUMBER TWO, WAS ESTABLISHED.  A COMPLETE
 TU2444'DESCRIPTION FOLLOWS--
 TU2444'
 TU2444'STATION IS LOCATED ABOUT 1/2-MILE EAST OF THE CENTER OF NAALEHU,
 TU2444'800 FEET SOUTH OF STATE HIGHWAY 11, AND 1000 FEET EAST-SOUTHEAST
 TU2444'OF THE NAALEHU SCHOOL, ON A LOW, BRUSHY RISE IN PASTURELAND, AND
 TU2444'ALONG THE SOUTH SIDE OF A STONE WALL.
 TU2444'
 TU2444'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO EAST ON
 TU2444'STATE HIGHWAY 11 FOR 0.65 MILE TO SIDE ROAD RIGHT, JUST AFTER
 TU2444'PASSING THE SCHOOL GROUNDS.  TURN RIGHT AND GO SOUTH 40 YARDS TO
 TU2444'BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.15 MILE TO BOARD
 TU2444'GATE ON RISE, AND END OF TRUCK TRAVEL.  WALK LEFT, EAST, ALONG
 TU2444'FENCE AND STONE WALL ABOUT 100 YARDS TO STATION.  NOTE--IT IS
 TU2444'POSSIBLE TO DRIVE SLIGHTLY CLOSER TO STATION BY GOING TO LEFT
 TU2444'AROUND THE CORRAL JUST AHEAD OF END OF TRUCK TRAVEL AND THEN
 TU2444'DRIVING THE SHORT DISTANCE ALONG THE POWER LINE ROAD.
 TU2444'
 TU2444'STATION IS MARKED BY A 3-1/2-INCH HOLE IN THE CENTER OF A
 TU2444'TRIANGULAR, CONCRETE PLATFORM ABOUT 7 FEET ON EACH SIDE AND
 TU2444'PROJECTING 7 INCHES.  A 2-INCH IRON SHAFT IS CENTERED VERTICALLY
 TU2444'OVER THE HOLE, MOUNTED ON 3 IRON LEGS EMBEDDED IN THE PLATFORM,
 TU2444'AND SUPPORTS A REMOVEABLE, RED AND WHITE METAL TARGET 8 FEET
 TU2444'TALL.  STATION IS 7 FEET SOUTH OF THE STONE WALL, 125 FEET NORTH
 TU2444'OF A POWER LINE, 115 FEET NORTH OF THE POWER LINE ROAD, ABOUT
 TU2444'125 YARDS NORTHEAST OF CORRAL, AND SET ON THE TOP OF A RAISED,
 TU2444'FLAT, BARE, ROCK AREA ABOUT 30 FEET IN DIAMETER.
 TU2444'
 TU2444'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED STEIN RM NO
 TU2444'1 1949, CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 2 FEET IN
 TU2444'DIAMETER AND PROJECTING 3 INCHES.  IT IS 5.4 FEET LOWER THAN
 TU2444'STATION PLATFORM.
 TU2444'
 TU2444'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED STEIN 2 HTS
 TU2444'1949 NO 2 1967, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 TU2444'GROUND, AT EAST EDGE OF THE FLAT, ROCK AREA, 1 FOOT SOUTH OF BASE
 TU2444'OF STONE WALL AND ABOUT 1 FOOT LOWER THAN STATION MARK.
 TU2444
 TU2444                          STATION RECOVERY (1978)
 TU2444
 TU2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2444'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 TU2444'AS DESCRIBED.  THE METAL SIGNAL POLE IS STILL STANDING OVER
 TU2444'THE STATION.
 TU2444'
 TU2444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2444'1/2 MILE EAST OF NAAHELU.
 TU2444
 TU2444                          STATION RECOVERY (1979)
 TU2444
 TU2444'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2444'RECOVERED AS DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1817 ***********************************************************************
 TU1817  DESIGNATION -  STOLE
 TU1817  PID         -  TU1817
 TU1817  STATE/COUNTY-  HI/KAUAI
 TU1817  USGS QUAD   -  HANAPEPE (1996)
 TU1817
 TU1817                         *CURRENT SURVEY CONTROL
 TU1817  ___________________________________________________________________
 TU1817* NAD 83(1993)-  21 53 49.25354(N)    159 35 53.74612(W)     ADJUSTED  
 TU1817* LOCAL TIDAL -                                                        
 TU1817  ___________________________________________________________________
 TU1817  EPOCH DATE  -        1993.62
 TU1817  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 TU1817  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1817
 TU1817  HORZ ORDER  -  THIRD
 TU1817
 TU1817.The horizontal coordinates were established by classical geodetic methods
 TU1817.and adjusted by the National Geodetic Survey in December 1998..
 TU1817.The horizontal coordinates are valid at the epoch date displayed above.
 TU1817.The epoch date for horizontal control is a decimal equivalence
 TU1817.of Year/Month/Day.
 TU1817
 TU1817
 TU1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1817
 TU1817.The geoid height was determined by GEOID03.
 TU1817
 TU1817;                    North         East     Units Scale Factor Converg.
 TU1817;SPC HI 4     -     7,054.535   489,845.959   MT  0.99999127   -0 02 11.9
 TU1817;UTM  04      - 2,421,548.347   438,201.503   MT  0.99964719   -0 13 23.2
 TU1817
 TU1817                          SUPERSEDED SURVEY CONTROL
 TU1817
 TU1817  NAD 83(1986)-  21 53 49.22390(N)    159 35 53.76511(W) AD(       ) 4
 TU1817  OLD HI      -  21 54 00.50000(N)    159 36 03.81000(W) AD(       ) 3
 TU1817
 TU1817.Superseded values are not recommended for survey control.
 TU1817.NGS no longer adjusts projects to the OLD HI datum.
 TU1817.See file dsdata.txt to determine how the superseded data were derived.
 TU1817
 TU1817_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3820221548(NAD 83)
 TU1817
 TU1817  HISTORY     - Date     Condition        Report By
 TU1817  HISTORY     - UNK      MONUMENTED
 TU1817  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1817
 TU1817                          STATION DESCRIPTION
 TU1817
 TU1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1817'STATION IS GONE.  IT WAS LOCATED ON A BARE OPEN AREA ON
 TU1817'SHORELINE, OFF OF EAST END OF PRESENT PORT ALLEN AIRPORT.  NO
 TU1817'MARK OR CAIRN COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2944 ***********************************************************************
 TU2944  DESIGNATION -  STONE
 TU2944  PID         -  TU2944
 TU2944  STATE/COUNTY-  HI/MAUI
 TU2944  USGS QUAD   -  MAKENA (1995)
 TU2944
 TU2944                         *CURRENT SURVEY CONTROL
 TU2944  ___________________________________________________________________
 TU2944* NAD 83(1993)-  20 39 18.55412(N)    156 26 36.96035(W)     ADJUSTED  
 TU2944* LOCAL TIDAL -                                                        
 TU2944  ___________________________________________________________________
 TU2944  EPOCH DATE  -        1993.62
 TU2944  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 TU2944  GEOID HEIGHT-          16.60  (meters)                     GEOID03
 TU2944
 TU2944  HORZ ORDER  -  THIRD
 TU2944
 TU2944.The horizontal coordinates were established by classical geodetic methods
 TU2944.and adjusted by the National Geodetic Survey in December 1998..
 TU2944.The horizontal coordinates are valid at the epoch date displayed above.
 TU2944.The epoch date for horizontal control is a decimal equivalence
 TU2944.of Year/Month/Day.
 TU2944
 TU2944
 TU2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2944
 TU2944.The geoid height was determined by GEOID03.
 TU2944
 TU2944;                    North         East     Units Scale Factor Converg.
 TU2944;SPC HI 2     -    35,643.699   523,244.441   MT  0.99997334   +0 04 43.3
 TU2944;UTM  04      - 2,286,080.341   766,355.887   MT  1.00047687   +0 54 08.2
 TU2944
 TU2944                          SUPERSEDED SURVEY CONTROL
 TU2944
 TU2944  NAD 83(1986)-  20 39 18.52740(N)    156 26 36.95077(W) AD(       ) 4
 TU2944  OLD HI      -  20 39 29.94000(N)    156 26 47.11000(W) AD(       ) 3
 TU2944
 TU2944.Superseded values are not recommended for survey control.
 TU2944.NGS no longer adjusts projects to the OLD HI datum.
 TU2944.See file dsdata.txt to determine how the superseded data were derived.
 TU2944
 TU2944_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6635686080(NAD 83)
 TU2944
 TU2944  HISTORY     - Date     Condition        Report By
 TU2944  HISTORY     - UNK      MONUMENTED
 TU2944  HISTORY     - 1930     SEE DESCRIPTION  CGS
 TU2944
 TU2944                          STATION DESCRIPTION
 TU2944
 TU2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (OWS)
 TU2944'STATION IS ON PROMINENT ROCKY LEDGE 20 FEET HIGH ON SOUTHWEST
 TU2944'COAST OF MAUI AT MAKENA BAY.  NO PERMANENT MARK WAS
 TU2944'FOUND.  STATION REMARKED BY PAINT ON ROCKS.  THERE WERE NO
 TU2944'DISTINGUISHING LANDMARKS NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3031 ***********************************************************************
 TU3031  DESIGNATION -  STONE CRUSHER OUTER GABLE
 TU3031  PID         -  TU3031
 TU3031  STATE/COUNTY-  HI/MAUI
 TU3031  USGS QUAD   -  WAILUKU (1997)
 TU3031
 TU3031                         *CURRENT SURVEY CONTROL
 TU3031  ___________________________________________________________________
 TU3031* NAD 83(1993)-  20 54 03.17240(N)    156 28 54.66926(W)     ADJUSTED  
 TU3031* LOCAL TIDAL -                                                        
 TU3031  ___________________________________________________________________
 TU3031  EPOCH DATE  -        1993.62
 TU3031  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 TU3031  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3031
 TU3031  HORZ ORDER  -  THIRD
 TU3031
 TU3031.The horizontal coordinates were established by classical geodetic methods
 TU3031.and adjusted by the National Geodetic Survey in December 1998..
 TU3031.The horizontal coordinates are valid at the epoch date displayed above.
 TU3031.The epoch date for horizontal control is a decimal equivalence
 TU3031.of Year/Month/Day.
 TU3031
 TU3031
 TU3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3031
 TU3031.The geoid height was determined by GEOID03.
 TU3031
 TU3031;                    North         East     Units Scale Factor Converg.
 TU3031;SPC HI 2     -    62,843.385   519,227.237   MT  0.99997123   +0 03 57.4
 TU3031;UTM  04      - 2,313,232.416   761,943.755   MT  1.00044803   +0 53 55.9
 TU3031
 TU3031                          SUPERSEDED SURVEY CONTROL
 TU3031
 TU3031  NAD 83(1986)-  20 54 03.13271(N)    156 28 54.65521(W) AD(       ) 4
 TU3031  OLD HI      -  20 54 14.68400(N)    156 29 04.81300(W) AD(       ) 3
 TU3031
 TU3031.Superseded values are not recommended for survey control.
 TU3031.NGS no longer adjusts projects to the OLD HI datum.
 TU3031.See file dsdata.txt to determine how the superseded data were derived.
 TU3031
 TU3031_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6194413232(NAD 83)
 TU3031
 TU3031  HISTORY     - Date     Condition        Report By
 TU3031  HISTORY     - 1929     MONUMENTED       CGS
 TU3031  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3031
 TU3031                          STATION DESCRIPTION
 TU3031
 TU3031'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3031'THE SEAWARD GABLE OF THE BUILDING HOUSING A STONE CRUSHER, A
 TU3031'GRAY COLORED CORRUGATED METAL AND CONCRETE BUILDING ABOUT 500
 TU3031'METERS W X N FROM THE INSHORE END OF THE WESTERN BREAKWATER OF
 TU3031'KAHULUI HARBOR, BETWEEN THE HIGHWAY AND THE RAILROAD TRACKS
 TU3031'LEADING THE TOWN OF WAILUKU.
 TU3031'
 TU3031'THE STONE CRUSHER IS THE PROPERTY OF THE KAHULUI R.R. CO.
 TU3031
 TU3031                          STATION RECOVERY (1968)
 TU3031
 TU3031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3031'STATION IS GONE.  THE BUILDING HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1375 ***********************************************************************
 TU1375  DESIGNATION -  STREET MARKER SPIKE 1964
 TU1375  PID         -  TU1375
 TU1375  STATE/COUNTY-  HI/HONOLULU
 TU1375  USGS QUAD   -  HONOLULU (1983)
 TU1375
 TU1375                         *CURRENT SURVEY CONTROL
 TU1375  ___________________________________________________________________
 TU1375* NAD 83(1993)-  21 19 16.76530(N)    157 53 29.53963(W)     ADJUSTED  
 TU1375* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1375  ___________________________________________________________________
 TU1375  EPOCH DATE  -        1993.62
 TU1375  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 TU1375  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1375
 TU1375  HORZ ORDER  -  THIRD
 TU1375
 TU1375.The horizontal coordinates were established by classical geodetic methods
 TU1375.and adjusted by the National Geodetic Survey in December 1998..
 TU1375.No horizontal observational check was made to the station.
 TU1375.The horizontal coordinates are valid at the epoch date displayed above.
 TU1375.The epoch date for horizontal control is a decimal equivalence
 TU1375.of Year/Month/Day.
 TU1375
 TU1375.The orthometric height was scaled from a topographic map.
 TU1375
 TU1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1375
 TU1375.The geoid height was determined by GEOID03.
 TU1375
 TU1375;                    North         East     Units Scale Factor Converg.
 TU1375;SPC HI 3     -    17,127.360   511,252.337   MT  0.99999156   +0 02 22.0
 TU1375;UTM  04      - 2,358,114.444   614,958.012   MT  0.99976330   +0 24 11.1
 TU1375
 TU1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1375!SPC HI 3     -   0.99999723  x   0.99999156  =   0.99998879
 TU1375!UTM  04      -   0.99999723  x   0.99976330  =   0.99976053
 TU1375
 TU1375                          SUPERSEDED SURVEY CONTROL
 TU1375
 TU1375  NAD 83(1986)-  21 19 16.71443(N)    157 53 29.54887(W) AD(       ) 3
 TU1375  OLD HI      -  21 19 28.09300(N)    157 53 39.42400(W) AD(       ) 3
 TU1375
 TU1375.Superseded values are not recommended for survey control.
 TU1375.NGS no longer adjusts projects to the OLD HI datum.
 TU1375.See file dsdata.txt to determine how the superseded data were derived.
 TU1375
 TU1375_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1495858114(NAD 83)
 TU1375
 TU1375  HISTORY     - Date     Condition        Report By
 TU1375  HISTORY     - 1964     MONUMENTED       CGS
 TU1375
 TU1375                          STATION DESCRIPTION
 TU1375
 TU1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU1375'SEE STATION KALIHI 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0130 ***********************************************************************
 TU0130  DESIGNATION -  STRIP
 TU0130  PID         -  TU0130
 TU0130  STATE/COUNTY-  HI/HAWAII
 TU0130  USGS QUAD   -  KIPUKA PAKEKAKE (1995)
 TU0130
 TU0130                         *CURRENT SURVEY CONTROL
 TU0130  ___________________________________________________________________
 TU0130* NAD 83(1993)-  19 29 33.29200(N)    155 23 06.49659(W)     ADJUSTED  
 TU0130* LOCAL TIDAL -      2030.64   (meters)    6662.2    (feet)  LEVELING  
 TU0130  ___________________________________________________________________
 TU0130  EPOCH DATE  -        1993.62
 TU0130  LAPLACE CORR-         -14.54  (seconds)                    DEFLEC99
 TU0130  GEOID HEIGHT-          25.73  (meters)                     GEOID03
 TU0130
 TU0130  HORZ ORDER  -  FIRST
 TU0130  VERT ORDER  -  THIRD
 TU0130
 TU0130.The horizontal coordinates were established by classical geodetic methods
 TU0130.and adjusted by the National Geodetic Survey in December 1998..
 TU0130.The horizontal coordinates are valid at the epoch date displayed above.
 TU0130.The epoch date for horizontal control is a decimal equivalence
 TU0130.of Year/Month/Day.
 TU0130
 TU0130.The orthometric height was determined by differential leveling.
 TU0130.The vertical network tie was performed by a horz. field party for horz.
 TU0130.obs reductions. Reset procedures were used to establish the elevation.
 TU0130
 TU0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0130
 TU0130.The geoid height was determined by GEOID03.
 TU0130
 TU0130;                    North         East     Units Scale Factor Converg.
 TU0130;SPC HI 1     -    72,976.397   512,057.630   MT  0.99996846   +0 02 18.0
 TU0130;UTM  05      - 2,157,071.373   249,655.807   MT  1.00037474   -0 47 46.7
 TU0130
 TU0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0130!SPC HI 1     -   0.99967685  x   0.99996846  =   0.99964532
 TU0130!UTM  05      -   0.99967685  x   1.00037474  =   1.00005147
 TU0130
 TU0130                          SUPERSEDED SURVEY CONTROL
 TU0130
 TU0130  NAD 83(1986)-  19 29 33.27576(N)    155 23 06.53510(W) AD(       ) 1
 TU0130  OLD HI      -  19 29 44.18306(N)    155 23 16.53244(W) AD(       ) 1
 TU0130
 TU0130.Superseded values are not recommended for survey control.
 TU0130.NGS no longer adjusts projects to the OLD HI datum.
 TU0130.See file dsdata.txt to determine how the superseded data were derived.
 TU0130
 TU0130_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4965657071(NAD 83)
 TU0130_MARKER: DD = SURVEY DISK
 TU0130_SETTING: 66 = SET IN ROCK OUTCROP
 TU0130_SP_SET: BEDROCK
 TU0130_STAMPING: STRIP 1961
 TU0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0130+STABILITY: POSITION/ELEVATION WELL
 TU0130
 TU0130  HISTORY     - Date     Condition        Report By
 TU0130  HISTORY     - 1961     MONUMENTED       USGS
 TU0130  HISTORY     - 1975     GOOD             NGS
 TU0130
 TU0130                          STATION DESCRIPTION
 TU0130
 TU0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0130'15.55 MI SW FROM VOLCANO.
 TU0130'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0130'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0130'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD NEAR
 TU0130'THE END OF ROAD AND PARKING AREA, 51 FEET NORTHEAST OF THE CENTERLINE
 TU0130'OF THE ROAD, 28 FEET NORTH-NORTHEAST OF BM 107 YY, IN TOP OF A LAVA
 TU0130'BEDROCK AND 1 FOOT SOUTHWEST OF A SMALL CAIRN.  3 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2314 ***********************************************************************
 TU2314  DESIGNATION -  SUMMIT USGS 1977
 TU2314  PID         -  TU2314
 TU2314  STATE/COUNTY-  HI/HAWAII
 TU2314  USGS QUAD   -  MAUNA KEA (1982)
 TU2314
 TU2314                         *CURRENT SURVEY CONTROL
 TU2314  ___________________________________________________________________
 TU2314* NAD 83(1993)-  19 49 14.39067(N)    155 28 05.03903(W)     ADJUSTED  
 TU2314* LOCAL TIDAL -      4207.3    (meters)   13803.     (feet)  VERT ANG  
 TU2314  ___________________________________________________________________
 TU2314  EPOCH DATE  -        1993.62
 TU2314  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 TU2314  GEOID HEIGHT-          26.33  (meters)                     GEOID03
 TU2314
 TU2314  HORZ ORDER  -  SECOND
 TU2314
 TU2314.The horizontal coordinates were established by classical geodetic methods
 TU2314.and adjusted by the National Geodetic Survey in December 1998..
 TU2314.The horizontal coordinates are valid at the epoch date displayed above.
 TU2314.The epoch date for horizontal control is a decimal equivalence
 TU2314.of Year/Month/Day.
 TU2314
 TU2314.The orthometric height was determined by vertical angle observations.
 TU2314
 TU2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2314
 TU2314.The geoid height was determined by GEOID03.
 TU2314
 TU2314;                    North         East     Units Scale Factor Converg.
 TU2314;SPC HI 1     -   109,290.265   503,345.415   MT  0.99996680   +0 00 39.0
 TU2314;UTM  05      - 2,193,525.033   241,474.247   MT  1.00042617   -0 50 14.4
 TU2314
 TU2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2314!SPC HI 1     -   0.99933495  x   0.99996680  =   0.99930177
 TU2314!UTM  05      -   0.99933495  x   1.00042617  =   0.99976083
 TU2314
 TU2314                          SUPERSEDED SURVEY CONTROL
 TU2314
 TU2314  NAD 83(1986)-  19 49 14.37092(N)    155 28 05.06604(W) AD(       ) 2
 TU2314  OLD HI      -  19 49 25.33591(N)    155 28 15.06479(W) AD(       ) 2
 TU2314
 TU2314.Superseded values are not recommended for survey control.
 TU2314.NGS no longer adjusts projects to the OLD HI datum.
 TU2314.See file dsdata.txt to determine how the superseded data were derived.
 TU2314
 TU2314_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4147493525(NAD 83)
 TU2314_MARKER: Z = SEE DESCRIPTION
 TU2314_SETTING: 0 = UNSPECIFIED SETTING
 TU2314
 TU2314  HISTORY     - Date     Condition        Report By
 TU2314  HISTORY     - 1977     MONUMENTED       USGS
 TU2314
 TU2314                          STATION DESCRIPTION
 TU2314
 TU2314'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LAC)
 TU2314'THE STATION IS LOCATED ON THE HIGHEST PART OF MAUNA KEA, ABOUT 26
 TU2314'MILES WEST-NORTHWEST OF HILO, ABOUT 295 METERS SOUTH-SOUTHEAST OF
 TU2314'THE UNIVERSITY OF HAWAII OBSERVATORY, AND IS ON GROUND ABOUT 6
 TU2314'METERS HIGHER THAN THE LEVELED GROUND AROUND THE OBSERVATORY.
 TU2314'
 TU2314'TO REACH THE STATION FROM THE POST OFFICE AT HILO GO WESTERLY ON
 TU2314'STATE HIGHWAY 20 FOR 27.3 MILES TO A PAVED SIDE ROAD ON THE
 TU2314'RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE PAVED ROAD (WHICH TURNS
 TU2314'INTO A GRAVELED ROAD AT ABOUT THE 9000-FOOT ELEVATION) TO THE
 TU2314'SUMMIT OF MAUNA KEA, THE UNIVERSITY OF HAWAII OBSERVATORY, AND
 TU2314'THE STATION SITE.
 TU2314'
 TU2314'THE STATION MARK IS A USGS DISK STAMPED 13.796 SUMMIT 1955
 TU2314'CEMENTED TO THE TOP OF A 2-1/2-INCH PIPE DRIVEN INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0034 ***********************************************************************
 TU0034  DESIGNATION -  SUN DIAL
 TU0034  PID         -  TU0034
 TU0034  STATE/COUNTY-  HI/HAWAII
 TU0034  USGS QUAD   -  HILO (1995)
 TU0034
 TU0034                         *CURRENT SURVEY CONTROL
 TU0034  ___________________________________________________________________
 TU0034* NAD 83(1986)-  19 43 29.     (N)    155 05 19.     (W)     SCALED    
 TU0034* LOCAL TIDAL -        13.486  (meters)      44.25   (feet)  ADJ UNCH  
 TU0034  ___________________________________________________________________
 TU0034  GEOID HEIGHT-          18.45  (meters)                     GEOID03
 TU0034
 TU0034  VERT ORDER  -  FIRST     CLASS I
 TU0034
 TU0034.The horizontal coordinates were scaled from a topographic map and have
 TU0034.an estimated accuracy of +/- 6 seconds.
 TU0034
 TU0034.The orthometric height was key entered from printed documents
 TU0034.and not key verified.
 TU0034
 TU0034.The geoid height was determined by GEOID03.
 TU0034
 TU0034;                    North         East    Units  Estimated Accuracy
 TU0034;SPC HI 1     -    98,720.      543,120.      MT  (+/- 180 meters Scaled)
 TU0034
 TU0034                          SUPERSEDED SURVEY CONTROL
 TU0034
 TU0034.No superseded survey control is available for this station.
 TU0034
 TU0034_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB811823(NAD 83)
 TU0034_MARKER: Z = SEE DESCRIPTION
 TU0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0034_SP_SET: PEDESTAL
 TU0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0034+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 TU0034
 TU0034  HISTORY     - Date     Condition        Report By
 TU0034  HISTORY     - UNK      MONUMENTED       CGS
 TU0034  HISTORY     - 1975     GOOD             NGS
 TU0034  HISTORY     - 19970116 GOOD             USPSQD
 TU0034  HISTORY     - 20040429 GOOD             JCLS
 TU0034
 TU0034                          STATION DESCRIPTION
 TU0034
 TU0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0034'IN HILO.
 TU0034'AT HILO, SOUTHEAST AND ACROSS WAIANUENUE AVENUE FROM THE POST OFFICE,
 TU0034'IN THE SOUTH CORNER OF KALAKAUA PARK.  THE HIGH POINT OF THE SUN DIAL
 TU0034'FIN, MOUNTED ON A CONCRETE PEDESTAL.
 TU0034
 TU0034                          STATION RECOVERY (1997)
 TU0034
 TU0034'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0034'RECOVERED IN GOOD CONDITION.
 TU0034
 TU0034                          STATION RECOVERY (2004)
 TU0034
 TU0034'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0033 ***********************************************************************
 TU0033  DESIGNATION -  SUN DIAL PLUG
 TU0033  PID         -  TU0033
 TU0033  STATE/COUNTY-  HI/HAWAII
 TU0033  USGS QUAD   -  HILO (1995)
 TU0033
 TU0033                         *CURRENT SURVEY CONTROL
 TU0033  ___________________________________________________________________
 TU0033* NAD 83(1986)-  19 43 29.     (N)    155 05 19.     (W)     SCALED    
 TU0033* LOCAL TIDAL -        12.416  (meters)      40.73   (feet)  ADJ UNCH  
 TU0033  ___________________________________________________________________
 TU0033  GEOID HEIGHT-          18.45  (meters)                     GEOID03
 TU0033
 TU0033  VERT ORDER  -  FIRST     CLASS I
 TU0033
 TU0033.The horizontal coordinates were scaled from a topographic map and have
 TU0033.an estimated accuracy of +/- 6 seconds.
 TU0033
 TU0033.The orthometric height was key entered from printed documents
 TU0033.and not key verified.
 TU0033
 TU0033.The geoid height was determined by GEOID03.
 TU0033
 TU0033;                    North         East    Units  Estimated Accuracy
 TU0033;SPC HI 1     -    98,720.      543,120.      MT  (+/- 180 meters Scaled)
 TU0033
 TU0033                          SUPERSEDED SURVEY CONTROL
 TU0033
 TU0033.No superseded survey control is available for this station.
 TU0033
 TU0033_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB811823(NAD 83)
 TU0033_MARKER: Z = SEE DESCRIPTION
 TU0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0033_SP_SET: CONCRETE BASE
 TU0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0033+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 TU0033
 TU0033  HISTORY     - Date     Condition        Report By
 TU0033  HISTORY     - UNK      MONUMENTED       CGS
 TU0033  HISTORY     - 1975     GOOD             NGS
 TU0033  HISTORY     - 1978     GOOD             NGS
 TU0033  HISTORY     - 19970116 GOOD             USPSQD
 TU0033  HISTORY     - 20040429 GOOD             JCLS
 TU0033
 TU0033                          STATION DESCRIPTION
 TU0033
 TU0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0033'IN HILO.
 TU0033'AT HILO, SOUTHEAST AND ACROSS WAIANUENUE AVENUE FROM THE POST OFFICE,
 TU0033'IN THE SOUTH CORNER OF KALAKAUA PARK.  A 3/8-INCH DIAMETER METAL PLUG
 TU0033'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE 30-INCH SQUARE
 TU0033'CONCRETE BASE OF THE SUN DIAL, AND PROJECTING 1 INCH.
 TU0033
 TU0033                          STATION RECOVERY (1978)
 TU0033
 TU0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 TU0033'RECOVERED IN GOOD CONDITION.
 TU0033
 TU0033                          STATION RECOVERY (1997)
 TU0033
 TU0033'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0033'RECOVERED IN GOOD CONDITION.
 TU0033
 TU0033                          STATION RECOVERY (2004)
 TU0033
 TU0033'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 TU0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2793 ***********************************************************************
 TU2793  DESIGNATION -  SURVEY MARK NEAR KOOLAU 1950
 TU2793  PID         -  TU2793
 TU2793  STATE/COUNTY-  HI/MAUI
 TU2793  USGS QUAD   -  KILOHANA (1983)
 TU2793
 TU2793                         *CURRENT SURVEY CONTROL
 TU2793  ___________________________________________________________________
 TU2793* NAD 83(1993)-  20 45 39.52727(N)    156 13 21.98157(W)     ADJUSTED  
 TU2793* LOCAL TIDAL -      2281.     (meters)    7484.     (feet)  SCALED    
 TU2793  ___________________________________________________________________
 TU2793  EPOCH DATE  -        1993.62
 TU2793  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 TU2793  GEOID HEIGHT-          17.50  (meters)                     GEOID03
 TU2793
 TU2793  HORZ ORDER  -  SECOND
 TU2793
 TU2793.The horizontal coordinates were established by classical geodetic methods
 TU2793.and adjusted by the National Geodetic Survey in December 1998..
 TU2793.The horizontal coordinates are valid at the epoch date displayed above.
 TU2793.The epoch date for horizontal control is a decimal equivalence
 TU2793.of Year/Month/Day.
 TU2793
 TU2793.The orthometric height was scaled from a topographic map.
 TU2793
 TU2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2793
 TU2793.The geoid height was determined by GEOID03.
 TU2793
 TU2793;                    North         East     Units Scale Factor Converg.
 TU2793;SPC HI 2     -    47,407.146   546,223.720   MT  0.99999306   +0 09 26.5
 TU2793;UTM  04      - 2,298,180.627   789,176.309   MT  1.00063358   +0 59 06.5
 TU2793
 TU2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2793!SPC HI 2     -   0.99963885  x   0.99999306  =   0.99963191
 TU2793!UTM  04      -   0.99963885  x   1.00063358  =   1.00027220
 TU2793
 TU2793                          SUPERSEDED SURVEY CONTROL
 TU2793
 TU2793  NAD 83(1986)-  20 45 39.48613(N)    156 13 21.99061(W) AD(       ) 2
 TU2793  OLD HI      -  20 45 51.00400(N)    156 13 32.10200(W) AD(       ) 2
 TU2793
 TU2793.Superseded values are not recommended for survey control.
 TU2793.NGS no longer adjusts projects to the OLD HI datum.
 TU2793.See file dsdata.txt to determine how the superseded data were derived.
 TU2793
 TU2793_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH8917698181(NAD 83)
 TU2793
 TU2793  HISTORY     - Date     Condition        Report By
 TU2793  HISTORY     - 1950     MONUMENTED       CGS
 TU2793
 TU2793                          STATION DESCRIPTION
 TU2793
 TU2793'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU2793'SEE STATION KOOLAU
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3125 ***********************************************************************
 TU3125  DESIGNATION -  SURVEY MARK NR WAIKULU 2 1950
 TU3125  PID         -  TU3125
 TU3125  STATE/COUNTY-  HI/MAUI
 TU3125  USGS QUAD   -  NAPILI (1997)
 TU3125
 TU3125                         *CURRENT SURVEY CONTROL
 TU3125  ___________________________________________________________________
 TU3125* NAD 83(1993)-  20 57 50.52779(N)    156 37 59.76701(W)     ADJUSTED  
 TU3125* LOCAL TIDAL -       434.     (meters)    1424.     (feet)  SCALED    
 TU3125  ___________________________________________________________________
 TU3125  EPOCH DATE  -        1993.62
 TU3125  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 TU3125  GEOID HEIGHT-          15.98  (meters)                     GEOID03
 TU3125
 TU3125  HORZ ORDER  -  SECOND
 TU3125
 TU3125.The horizontal coordinates were established by classical geodetic methods
 TU3125.and adjusted by the National Geodetic Survey in December 1998..
 TU3125.The horizontal coordinates are valid at the epoch date displayed above.
 TU3125.The epoch date for horizontal control is a decimal equivalence
 TU3125.of Year/Month/Day.
 TU3125
 TU3125.The orthometric height was scaled from a topographic map.
 TU3125
 TU3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3125
 TU3125.The geoid height was determined by GEOID03.
 TU3125
 TU3125;                    North         East     Units Scale Factor Converg.
 TU3125;SPC HI 2     -    69,824.649   503,473.124   MT  0.99996682   +0 00 43.0
 TU3125;UTM  04      - 2,319,986.504   746,082.880   MT  1.00034842   +0 50 49.9
 TU3125
 TU3125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3125!SPC HI 2     -   0.99992928  x   0.99996682  =   0.99989610
 TU3125!UTM  04      -   0.99992928  x   1.00034842  =   1.00027767
 TU3125
 TU3125                          SUPERSEDED SURVEY CONTROL
 TU3125
 TU3125  NAD 83(1986)-  20 57 50.48341(N)    156 37 59.74266(W) AD(       ) 2
 TU3125  OLD HI      -  20 58 02.04900(N)    156 38 09.92000(W) AD(       ) 2
 TU3125
 TU3125.Superseded values are not recommended for survey control.
 TU3125.NGS no longer adjusts projects to the OLD HI datum.
 TU3125.See file dsdata.txt to determine how the superseded data were derived.
 TU3125
 TU3125_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4608319987(NAD 83)
 TU3125
 TU3125  HISTORY     - Date     Condition        Report By
 TU3125  HISTORY     - 1950     MONUMENTED       CGS
 TU3125
 TU3125                          STATION DESCRIPTION
 TU3125
 TU3125'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU3125'SEE STATION WAIKULU 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1077 ***********************************************************************
 TU1077  DESIGNATION -  SWAMP
 TU1077  PID         -  TU1077
 TU1077  STATE/COUNTY-  HI/HONOLULU
 TU1077  USGS QUAD   -  MOKAPU (1983)
 TU1077
 TU1077                         *CURRENT SURVEY CONTROL
 TU1077  ___________________________________________________________________
 TU1077* NAD 83(1993)-  21 24 02.04825(N)    157 45 15.85725(W)     ADJUSTED  
 TU1077* LOCAL TIDAL -       180.     (meters)     591.     (feet)  SCALED    
 TU1077  ___________________________________________________________________
 TU1077  EPOCH DATE  -        1993.62
 TU1077  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 TU1077  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU1077
 TU1077  HORZ ORDER  -  THIRD
 TU1077
 TU1077.The horizontal coordinates were established by classical geodetic methods
 TU1077.and adjusted by the National Geodetic Survey in December 1998..
 TU1077.The horizontal coordinates are valid at the epoch date displayed above.
 TU1077.The epoch date for horizontal control is a decimal equivalence
 TU1077.of Year/Month/Day.
 TU1077
 TU1077.The orthometric height was scaled from a topographic map.
 TU1077
 TU1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1077
 TU1077.The geoid height was determined by GEOID03.
 TU1077
 TU1077;                    North         East     Units Scale Factor Converg.
 TU1077;SPC HI 3     -    25,917.490   525,465.687   MT  0.99999801   +0 05 22.6
 TU1077;UTM  04      - 2,366,992.899   629,112.211   MT  0.99980599   +0 27 16.4
 TU1077
 TU1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1077!SPC HI 3     -   0.99996921  x   0.99999801  =   0.99996722
 TU1077!UTM  04      -   0.99996921  x   0.99980599  =   0.99977521
 TU1077
 TU1077:                Primary Azimuth Mark                     Grid Az
 TU1077:SPC HI 3     -  US MON 1                                 120 53 59.0
 TU1077:UTM  04      -  US MON 1                                 120 32 05.2
 TU1077
 TU1077|---------------------------------------------------------------------|
 TU1077| PID    Reference Object                     Distance      Geod. Az  |
 TU1077|                                                           dddmmss.s |
 TU1077| TU1054 US MON 1                            APPROX. 4.2 KM 1205921.6 |
 TU1077|---------------------------------------------------------------------|
 TU1077
 TU1077                          SUPERSEDED SURVEY CONTROL
 TU1077
 TU1077  NAD 83(1986)-  21 24 01.99794(N)    157 45 15.86547(W) AD(       ) 3
 TU1077  OLD HI      -  21 24 13.40600(N)    157 45 25.74500(W) AD(       ) 3
 TU1077
 TU1077.Superseded values are not recommended for survey control.
 TU1077.NGS no longer adjusts projects to the OLD HI datum.
 TU1077.See file dsdata.txt to determine how the superseded data were derived.
 TU1077
 TU1077_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2911266993(NAD 83)
 TU1077
 TU1077  HISTORY     - Date     Condition        Report By
 TU1077  HISTORY     - UNK      MONUMENTED
 TU1077  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1077
 TU1077                          STATION DESCRIPTION
 TU1077
 TU1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1077'ACCORDING TO A NOTATION ON A SKETCH OBTAINED FROM THE HAWAII STATE
 TU1077'SURVEY OFFICE, THE STATION WAS MARKED BY A PIPE IN CONCRETE.
 TU1077'
 TU1077'THE STATION POINT WAS DETERMINED BY CHECK ANGLE.  DIGGING AT
 TU1077'THIS POINT FAILED TO UNCOVER ANY KIND OF MARK.  THE SITE IS ALONG
 TU1077'THE EAST SIDE OF THE KAWAINUI CANAL, ON THE DITCH-BANK.  THIS
 TU1077'PORTION OF THE CANAL, WHICH PASSES ALONG THE EAST SIDE OF KAWAINUI
 TU1077'SWAMP, IS DREDGED PERIODICALLY AND IT IS BELIEVED THAT THE MARK
 TU1077'HAS BEEN DESTROYED BY THE DREDGING MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0084 ***********************************************************************
 TU0084  DESIGNATION -  T 1
 TU0084  PID         -  TU0084
 TU0084  STATE/COUNTY-  HI/HAWAII
 TU0084  USGS QUAD   -  VOLCANO (1997)
 TU0084
 TU0084                         *CURRENT SURVEY CONTROL
 TU0084  ___________________________________________________________________
 TU0084* NAD 83(1986)-  19 27 16.     (N)    155 10 33.     (W)     SCALED    
 TU0084* LOCAL TIDAL -       850.661  (meters)    2790.88   (feet)  ADJ UNCH  
 TU0084  ___________________________________________________________________
 TU0084  GEOID HEIGHT-          20.93  (meters)                     GEOID03
 TU0084
 TU0084  VERT ORDER  -  FIRST     CLASS II
 TU0084
 TU0084.The horizontal coordinates were scaled from a topographic map and have
 TU0084.an estimated accuracy of +/- 6 seconds.
 TU0084
 TU0084.The orthometric height was key entered from printed documents
 TU0084.and not key verified.
 TU0084
 TU0084.The geoid height was determined by GEOID03.
 TU0084
 TU0084;                    North         East    Units  Estimated Accuracy
 TU0084;SPC HI 1     -    68,780.      534,040.      MT  (+/- 180 meters Scaled)
 TU0084
 TU0084                          SUPERSEDED SURVEY CONTROL
 TU0084
 TU0084.No superseded survey control is available for this station.
 TU0084
 TU0084_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB715525(NAD 83)
 TU0084_MARKER: DB = BENCH MARK DISK
 TU0084_SETTING: 66 = SET IN ROCK OUTCROP
 TU0084_SP_SET: ROCK OUTCROP
 TU0084_STAMPING: T 1 1926
 TU0084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0084+STABILITY: POSITION/ELEVATION WELL
 TU0084
 TU0084  HISTORY     - Date     Condition        Report By
 TU0084  HISTORY     - 1926     MONUMENTED       CGS
 TU0084  HISTORY     - 1963     GOOD             USGS
 TU0084  HISTORY     - 1967     MARK NOT FOUND   NGS
 TU0084
 TU0084                          STATION DESCRIPTION
 TU0084
 TU0084'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 TU0084'4 MI NE FROM VOLCANO.
 TU0084'4 MILES NORTHEAST ALONG MAMALAHOA HIGHWAY FROM THE VOLCANO POST
 TU0084'OFFICE, AT A T-RD. JUNCTION WHICH LEADS TO THE PERN FOREST ESTATES OR
 TU0084'SUBDIVISION, 51.4 FT. SOUTHWEST OF THE T-RD., 38.7 FT. SSE OF THE
 TU0084'MAMALAHOA HIGHWAY, 81.7 FT. ESE OF TELEPHONE POLE NO. 485, 87.8 FT. E
 TU0084'OF A POWER POLE, SET IN AN OUTCROP OF LAVA ROCK FLUSH WITH THE GROUND.
 TU0084'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AS DESTROYED PRIOR TO 1956.
 TU0084'IT IS BELIEVED TO BE DESTROYED OR COVERED BY ROADWORK.
 TU0084
 TU0084                          STATION RECOVERY (1967)
 TU0084
 TU0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 TU0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0345 ***********************************************************************
 TU0345  DESIGNATION -  T 11
 TU0345  PID         -  TU0345
 TU0345  STATE/COUNTY-  HI/HONOLULU
 TU0345  USGS QUAD   -  KOKO HEAD (1983)
 TU0345
 TU0345                         *CURRENT SURVEY CONTROL
 TU0345  ___________________________________________________________________
 TU0345* NAD 83(1986)-  21 19 21.     (N)    157 40 21.     (W)     SCALED    
 TU0345* LOCAL TIDAL -        12.731  (meters)      41.77   (feet)  ADJ UNCH  
 TU0345  ___________________________________________________________________
 TU0345  GEOID HEIGHT-          15.43  (meters)                     GEOID03
 TU0345
 TU0345  VERT ORDER  -  FIRST     CLASS II
 TU0345
 TU0345.The horizontal coordinates were scaled from a topographic map and have
 TU0345.an estimated accuracy of +/- 6 seconds.
 TU0345
 TU0345.The orthometric height was key entered from printed documents
 TU0345.and not key verified.
 TU0345
 TU0345.The geoid height was determined by GEOID03.
 TU0345
 TU0345;                    North         East    Units  Estimated Accuracy
 TU0345;SPC HI 3     -    17,290.      533,980.      MT  (+/- 180 meters Scaled)
 TU0345
 TU0345                          SUPERSEDED SURVEY CONTROL
 TU0345
 TU0345.No superseded survey control is available for this station.
 TU0345
 TU0345_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ376584(NAD 83)
 TU0345_MARKER: DB = BENCH MARK DISK
 TU0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0345_SP_SET: CULVERT
 TU0345_STAMPING: T 11 1969
 TU0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0345
 TU0345  HISTORY     - Date     Condition        Report By
 TU0345  HISTORY     - 1969     MONUMENTED       CGS
 TU0345
 TU0345                          STATION DESCRIPTION
 TU0345
 TU0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0345'1.75 MI SE FROM WAIMANALO.
 TU0345'1.75 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0345'WAIMANALO, IN THE TOP AND 1.7 FEET NORTHWEST OF THE SOUTHEAST END OF
 TU0345'THE SOUTHWEST CONCRETE HEAD WALL OF 4- BY 6-FOOT CONCRETE BOX CULVERT,
 TU0345'21.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 TU0345'FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0406 ***********************************************************************
 TU0406  DESIGNATION -  T 12
 TU0406  PID         -  TU0406
 TU0406  STATE/COUNTY-  HI/HONOLULU
 TU0406  USGS QUAD   -  HONOLULU (1983)
 TU0406
 TU0406                         *CURRENT SURVEY CONTROL
 TU0406  ___________________________________________________________________
 TU0406* NAD 83(1986)-  21 22 11.     (N)    157 47 13.     (W)     SCALED    
 TU0406* LOCAL TIDAL -       264.942  (meters)     869.23   (feet)  ADJ UNCH  
 TU0406  ___________________________________________________________________
 TU0406  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0406
 TU0406  VERT ORDER  -  FIRST     CLASS II
 TU0406
 TU0406.The horizontal coordinates were scaled from a topographic map and have
 TU0406.an estimated accuracy of +/- 6 seconds.
 TU0406
 TU0406.The orthometric height was key entered from printed documents
 TU0406.and not key verified.
 TU0406
 TU0406.The geoid height was determined by GEOID03.
 TU0406
 TU0406;                    North         East    Units  Estimated Accuracy
 TU0406;SPC HI 3     -    22,500.      522,100.      MT  (+/- 180 meters Scaled)
 TU0406
 TU0406                          SUPERSEDED SURVEY CONTROL
 TU0406
 TU0406.No superseded survey control is available for this station.
 TU0406
 TU0406_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ257635(NAD 83)
 TU0406_MARKER: DB = BENCH MARK DISK
 TU0406_SETTING: 66 = SET IN ROCK OUTCROP
 TU0406_SP_SET: ROCK CUT
 TU0406_STAMPING: T 12 1969
 TU0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0406+STABILITY: POSITION/ELEVATION WELL
 TU0406
 TU0406  HISTORY     - Date     Condition        Report By
 TU0406  HISTORY     - 1969     MONUMENTED       CGS
 TU0406
 TU0406                          STATION DESCRIPTION
 TU0406
 TU0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0406'6.75 MI NE FROM HONOLULU.
 TU0406'6.75 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0406'SOUTH BERETANIA STREET AT HONOLULU, 0.1 MILE NORTHEAST OF THE SECOND
 TU0406'TUNNEL GOING NORTHEAST, IN A ROCK AT THE NORTHEAST CORNER OF A HIGHWAY
 TU0406'ROCK CUT, 29.4 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST
 TU0406'BOUND LANES OF THE HIGHWAY, 14 FEET SOUTHEAST OF THE SOUTHWEST
 TU0406'CONCRETE RAILING OF BRIDGE PALI NO. 5 A, 45.7 FEET EAST AND ACROSS THE
 TU0406'NORTHEAST BOUND LANES FROM A METAL LIGHT POLE WHICH IS AT THE
 TU0406'SOUTHWEST END OF THE NORTHWEST RAILING OF THE BRIDGE, AND ABOUT 4 FEET
 TU0406'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0637 ***********************************************************************
 TU0637  DESIGNATION -  T 13
 TU0637  PID         -  TU0637
 TU0637  STATE/COUNTY-  HI/HONOLULU
 TU0637  USGS QUAD   -  EWA (1983)
 TU0637
 TU0637                         *CURRENT SURVEY CONTROL
 TU0637  ___________________________________________________________________
 TU0637* NAD 83(1986)-  21 22 11.     (N)    158 01 54.     (W)     SCALED    
 TU0637* LOCAL TIDAL -        16.092  (meters)      52.80   (feet)  ADJ UNCH  
 TU0637  ___________________________________________________________________
 TU0637  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU0637
 TU0637  VERT ORDER  -  FIRST     CLASS II
 TU0637
 TU0637.The horizontal coordinates were scaled from a topographic map and have
 TU0637.an estimated accuracy of +/- 6 seconds.
 TU0637
 TU0637.The orthometric height was key entered from printed documents
 TU0637.and not key verified.
 TU0637
 TU0637.The geoid height was determined by GEOID03.
 TU0637
 TU0637;                    North         East    Units  Estimated Accuracy
 TU0637;SPC HI 3     -    22,480.      496,720.      MT  (+/- 180 meters Scaled)
 TU0637
 TU0637                          SUPERSEDED SURVEY CONTROL
 TU0637
 TU0637.No superseded survey control is available for this station.
 TU0637
 TU0637_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ003633(NAD 83)
 TU0637_MARKER: DB = BENCH MARK DISK
 TU0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0637_SP_SET: ABUTMENT
 TU0637_STAMPING: T 13 1969
 TU0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0637
 TU0637  HISTORY     - Date     Condition        Report By
 TU0637  HISTORY     - 1969     MONUMENTED       CGS
 TU0637  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0637
 TU0637                          STATION DESCRIPTION
 TU0637
 TU0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0637'2.65 MI NE FROM EWA.
 TU0637'0.8 MILE NORTHEAST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA,
 TU0637'THENCE 1.85 MILES NORTH ALONG FORT WEAVER ROAD, SET VERTICALLY IN THE
 TU0637'NORTHWEST FACE OF THE NORTHEAST CONCRETE ABUTMENT OF AN ABANDONED
 TU0637'RAILROAD BRIDGE OVER FORT WEAVER ROAD, 28.5 FEET NORTHEAST OF THE
 TU0637'CENTER LINE OF FORT WEAVER ROAD, 83.0 FEET NORTHWEST OF THE CENTER
 TU0637'LINE OF AN ASPHALT ROAD NORTHEAST, 15.8 FEET NORTH OF THE NORTHWEST
 TU0637'ONE OF TWO SQUARE PILLARS SUPPORTING THE BRIDGE, 24.8 FEET EAST OF A
 TU0637'TELEPHONE POLE, 49.9 FEET NORTHEAST AND ACROSS THE ROAD FROM PHONE
 TU0637'BOOTH NO. T4 C512S, 1.0 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE
 TU0637'ABUTMENT, AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 TU0637
 TU0637                          STATION RECOVERY (2006)
 TU0637
 TU0637'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0637'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0576 ***********************************************************************
 TU0576  DESIGNATION -  T 14
 TU0576  PID         -  TU0576
 TU0576  STATE/COUNTY-  HI/HONOLULU
 TU0576  USGS QUAD   -  KAENA (1983)
 TU0576
 TU0576                         *CURRENT SURVEY CONTROL
 TU0576  ___________________________________________________________________
 TU0576* NAD 83(1986)-  21 31 12.     (N)    158 13 40.     (W)     SCALED    
 TU0576* LOCAL TIDAL -        17.501  (meters)      57.42   (feet)  ADJ UNCH  
 TU0576  ___________________________________________________________________
 TU0576  GEOID HEIGHT-          15.04  (meters)                     GEOID03
 TU0576
 TU0576  VERT ORDER  -  FIRST     CLASS II
 TU0576
 TU0576.The horizontal coordinates were scaled from a topographic map and have
 TU0576.an estimated accuracy of +/- 6 seconds.
 TU0576
 TU0576.The orthometric height was key entered from printed documents
 TU0576.and not key verified.
 TU0576
 TU0576.The geoid height was determined by GEOID03.
 TU0576
 TU0576;                    North         East    Units  Estimated Accuracy
 TU0576;SPC HI 3     -    39,140.      476,400.      MT  (+/- 180 meters Scaled)
 TU0576
 TU0576                          SUPERSEDED SURVEY CONTROL
 TU0576
 TU0576.No superseded survey control is available for this station.
 TU0576
 TU0576_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ799798(NAD 83)
 TU0576_MARKER: DB = BENCH MARK DISK
 TU0576_SETTING: 66 = SET IN ROCK OUTCROP
 TU0576_SP_SET: ROCK OUTCROP
 TU0576_STAMPING: T 14 1969
 TU0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0576+STABILITY: POSITION/ELEVATION WELL
 TU0576
 TU0576  HISTORY     - Date     Condition        Report By
 TU0576  HISTORY     - 1969     MONUMENTED       CGS
 TU0576  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0576
 TU0576                          STATION DESCRIPTION
 TU0576
 TU0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0576'7.15 MI NW FROM WAIANAE.
 TU0576'7.15 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0576'WAIANAE, IN THE TOP OF A 3- BY 2-FOOT LAVA ROCK OUTCROP PROJECTION
 TU0576'THAT EXTENDS OUT FROM THE SOUTH FACE AT THE SOUTH SIDE OF KANEANA CAVE
 TU0576'AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 44.7 FEET EAST OF THE
 TU0576'CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTH OF THE SOUTH FACE OF THE
 TU0576'CAVE ENTRANCE, 138.0 FEET SOUTHEAST OF POWER POLE 186, AND ABOUT 2 1/2
 TU0576'FEET HIGHER THAN THE HIGHWAY.
 TU0576
 TU0576                          STATION RECOVERY (2006)
 TU0576
 TU0576'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0576'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0518 ***********************************************************************
 TU0518  DESIGNATION -  T 15
 TU0518  PID         -  TU0518
 TU0518  STATE/COUNTY-  HI/HONOLULU
 TU0518  USGS QUAD   -  WAIMEA (1983)
 TU0518
 TU0518                         *CURRENT SURVEY CONTROL
 TU0518  ___________________________________________________________________
 TU0518* NAD 83(1986)-  21 40 05.     (N)    158 02 48.     (W)     SCALED    
 TU0518* LOCAL TIDAL -         4.111  (meters)      13.49   (feet)  ADJ UNCH  
 TU0518  ___________________________________________________________________
 TU0518  GEOID HEIGHT-          13.71  (meters)                     GEOID03
 TU0518
 TU0518  VERT ORDER  -  FIRST     CLASS II
 TU0518
 TU0518.The horizontal coordinates were scaled from a topographic map and have
 TU0518.an estimated accuracy of +/- 6 seconds.
 TU0518
 TU0518.The orthometric height was key entered from printed documents
 TU0518.and not key verified.
 TU0518
 TU0518.The geoid height was determined by GEOID03.
 TU0518
 TU0518;                    North         East    Units  Estimated Accuracy
 TU0518;SPC HI 3     -    55,520.      495,170.      MT  (+/- 180 meters Scaled)
 TU0518
 TU0518                          SUPERSEDED SURVEY CONTROL
 TU0518
 TU0518.No superseded survey control is available for this station.
 TU0518
 TU0518_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ986963(NAD 83)
 TU0518_MARKER: DB = BENCH MARK DISK
 TU0518_SETTING: 66 = SET IN ROCK OUTCROP
 TU0518_SP_SET: ROCK OUTCROP
 TU0518_STAMPING: T 15 1969
 TU0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0518+STABILITY: POSITION/ELEVATION WELL
 TU0518
 TU0518  HISTORY     - Date     Condition        Report By
 TU0518  HISTORY     - 1969     MONUMENTED       CGS
 TU0518  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0518
 TU0518                          STATION DESCRIPTION
 TU0518
 TU0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0518'7.65 MI NE FROM HALEIWA.
 TU0518'7.65 MILES NORTHEAST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0518'HALEIWA, ON THE NORTHEAST SIDE OF A SMALL DRAINAGE AREA, IN THE TOP OF
 TU0518'A CORAL ROCK OUTCROP WHICH IS ABOUT FLUSH WITH THE GROUND, 20.0 FEET
 TU0518'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET NORTHWEST AND
 TU0518'ACROSS THE HIGHWAY FROM TELEPHONE POLE 271T, 19 FEET SOUTHWEST OF THE
 TU0518'EXTENDED CENTER LINE OF A DIRT ROAD SOUTHEAST TO A HOUSE, 5.0 FEET
 TU0518'NORTH-NORTHWEST OF THE NORTH CORNER OF A 50-FOOT-LONG ROCK RETAINING
 TU0518'WALL, 7.8 MILES NORTHWEST OF THE KAHUKU PLANTATION COMPANY
 TU0518'HEADQUARTERS AT KAHUKU, AND ABOUT LEVEL WITH THE HIGHWAY.
 TU0518
 TU0518                          STATION RECOVERY (2006)
 TU0518
 TU0518'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0518'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0500 ***********************************************************************
 TU0500  DESIGNATION -  T 16
 TU0500  PID         -  TU0500
 TU0500  STATE/COUNTY-  HI/HONOLULU
 TU0500  USGS QUAD   -  KAHUKU (1983)
 TU0500
 TU0500                         *CURRENT SURVEY CONTROL
 TU0500  ___________________________________________________________________
 TU0500* NAD 83(1986)-  21 38 53.     (N)    157 55 21.     (W)     SCALED    
 TU0500* LOCAL TIDAL -         2.893  (meters)       9.49   (feet)  ADJ UNCH  
 TU0500  ___________________________________________________________________
 TU0500  GEOID HEIGHT-          13.75  (meters)                     GEOID03
 TU0500
 TU0500  VERT ORDER  -  FIRST     CLASS II
 TU0500
 TU0500.The horizontal coordinates were scaled from a topographic map and have
 TU0500.an estimated accuracy of +/- 6 seconds.
 TU0500
 TU0500.The orthometric height was key entered from printed documents
 TU0500.and not key verified.
 TU0500
 TU0500.The geoid height was determined by GEOID03.
 TU0500
 TU0500;                    North         East    Units  Estimated Accuracy
 TU0500;SPC HI 3     -    53,300.      508,020.      MT  (+/- 180 meters Scaled)
 TU0500
 TU0500                          SUPERSEDED SURVEY CONTROL
 TU0500
 TU0500.No superseded survey control is available for this station.
 TU0500
 TU0500_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ114942(NAD 83)
 TU0500_MARKER: DB = BENCH MARK DISK
 TU0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0500_SP_SET: BRIDGE
 TU0500_STAMPING: T 16 1969
 TU0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0500
 TU0500  HISTORY     - Date     Condition        Report By
 TU0500  HISTORY     - 1969     MONUMENTED       CGS
 TU0500
 TU0500                          STATION DESCRIPTION
 TU0500
 TU0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0500'2.3 MI NW FROM HAUULA.
 TU0500'2.3 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0500'HAUULA, 0.1 MILE NORTHWEST OF THE JUNCTION OF ANEMOKU STREET, 0.1 MILE
 TU0500'SOUTHEAST OF THE JUNCTION OF THE ENTRANCE ROAD TO THE MORMON TEMPLE,
 TU0500'IN THE TOP OF THE NORTH WING WALL AT THE NORTHWEST END OF A 30-FOOT
 TU0500'BRIDGE, 15.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.6
 TU0500'FEET SOUTH OF TELEPHONE POLE 17T, AND ABOUT LEVEL WITH THE HIGHWAY.
 TU0500'2.95 MILES SOUTHEAST OF KAHUKU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1036 ***********************************************************************
 TU1036  DESIGNATION -  T 2 RESET
 TU1036  PID         -  TU1036
 TU1036  STATE/COUNTY-  HI/HONOLULU
 TU1036  USGS QUAD   -  KOKO HEAD (1983)
 TU1036
 TU1036                         *CURRENT SURVEY CONTROL
 TU1036  ___________________________________________________________________
 TU1036* NAD 83(1993)-  21 20 47.20158(N)    157 43 19.44306(W)     ADJUSTED  
 TU1036* LOCAL TIDAL -         9.08   (meters)      29.8    (feet)  LEVELING  
 TU1036  ___________________________________________________________________
 TU1036  EPOCH DATE  -        1993.62
 TU1036  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 TU1036  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU1036
 TU1036  HORZ ORDER  -  SECOND
 TU1036  VERT ORDER  -  THIRD ?
 TU1036
 TU1036.The horizontal coordinates were established by classical geodetic methods
 TU1036.and adjusted by the National Geodetic Survey in December 1998..
 TU1036.The horizontal coordinates are valid at the epoch date displayed above.
 TU1036.The epoch date for horizontal control is a decimal equivalence
 TU1036.of Year/Month/Day.
 TU1036
 TU1036.The orthometric height was determined by differential leveling.
 TU1036.The vertical network tie was performed by a horz. field party for horz.
 TU1036.obs reductions. Reset procedures were used to establish the elevation.
 TU1036
 TU1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1036
 TU1036.The geoid height was determined by GEOID03.
 TU1036
 TU1036;                    North         East     Units Scale Factor Converg.
 TU1036;SPC HI 3     -    19,930.366   528,829.341   MT  1.00000027   +0 06 04.2
 TU1036;UTM  04      - 2,361,028.415   632,513.248   MT  0.99981699   +0 27 54.9
 TU1036
 TU1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1036!SPC HI 3     -   0.99999609  x   1.00000027  =   0.99999636
 TU1036!UTM  04      -   0.99999609  x   0.99981699  =   0.99981308
 TU1036
 TU1036                          SUPERSEDED SURVEY CONTROL
 TU1036
 TU1036  NAD 83(1986)-  21 20 47.15130(N)    157 43 19.45067(W) AD(       ) 2
 TU1036  OLD HI      -  21 20 58.56231(N)    157 43 29.32656(W) AD(       ) 2
 TU1036
 TU1036.Superseded values are not recommended for survey control.
 TU1036.NGS no longer adjusts projects to the OLD HI datum.
 TU1036.See file dsdata.txt to determine how the superseded data were derived.
 TU1036
 TU1036_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3251361028(NAD 83)
 TU1036_MARKER: Z = SEE DESCRIPTION
 TU1036_SETTING: 0 = UNSPECIFIED SETTING
 TU1036
 TU1036  HISTORY     - Date     Condition        Report By
 TU1036  HISTORY     - 1963     MONUMENTED       CGS
 TU1036  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1036
 TU1036                          STATION DESCRIPTION
 TU1036
 TU1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1036'AT WEST END OF THE VILLAGE OF WAIMANALO, 2.0 MILES NORTHWEST
 TU1036'ALONG KALANIANAOLE HIGHWAY FROM THE WAIMANALO POST OFFICE, THENCE
 TU1036'0.15 MILE LEFT, SOUTHWEST, ON KAKAINA STREET, THENCE ABOUT 55
 TU1036'YARDS LEFT, SOUTHEAST, ON POALIMA PLACE, AT 41-1484 POALIMA PLACE
 TU1036'(THE HOME OF MR. CHARLES WAGO).  AT SOUTHEAST SIDE OF CONCRETE
 TU1036'DRIVEWAY, 12 FEET NORTHEAST OF CENTER LINE OF POALIMA PLACE,
 TU1036'21 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 3.2 FEET
 TU1036'SOUTHWEST OF A 7-FOOT-HIGH, CONCRETE BLOCK PILLAR, 1 FOOT
 TU1036'NORTHEAST OF END OF DRIVEWAY, 6 INCHES WEST OF LOW, CONCRETE
 TU1036'BLOCK WALL, 77.5 FEET EAST OF BENCH MARK T 2 (WHICH IS UNDER THE
 TU1036'HOUSE AT 41-1495 POALIMA PLACE), AND CEMENTED IN A DRILL
 TU1036'HOLE IN CONCRETE WING AT EDGE OF DRIVEWAY, FLUSH WITH THE
 TU1036'GROUND.
 TU1036'
 TU1036'NOTE--THIS BENCH MARK WAS ESTABLISHED BECAUSE BENCH MARK T 2 IS
 TU1036'NOW UNDER A HOUSE AND PRACTICALLY INACCESSIBLE.
 TU1036
 TU1036                          STATION RECOVERY (1969)
 TU1036
 TU1036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CS)
 TU1036'2.05 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 TU1036'AT WAIMANALO, THENCE 0.1 MILE SOUTHWEST ALONG POALIMA STREET,
 TU1036'THENCE 0.05 MILE SOUTHEAST ALONG POALIMA PLACE, AT THE RESIDENCE OF
 TU1036'MR. AGAR POET 41-1484 POALIMA PLACE, IN THE TOP OF THE CONCRETE
 TU1036'DRIVEWAY, 12.0 FEET NORTHEAST OF THE CENTER LINE OF THE PLACE,
 TU1036'21.0 FEET SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 3.2 FEET
 TU1036'SOUTHWEST OF A 7-FOOT-HIGH CONCRETE BLOCK PILLAR SUPPORTING A
 TU1036'GARAGE, 0.6 FOOT WEST OF A CONCRETE BLOCK WALL, AND FLUSH WITH
 TU1036'THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0357 ***********************************************************************
 TU0357  DESIGNATION -  T 2 RESET 1963
 TU0357  PID         -  TU0357
 TU0357  STATE/COUNTY-  HI/HONOLULU
 TU0357  USGS QUAD   -  KOKO HEAD (1983)
 TU0357
 TU0357                         *CURRENT SURVEY CONTROL
 TU0357  ___________________________________________________________________
 TU0357* NAD 83(1986)-  21 20 47.     (N)    157 43 19.     (W)     SCALED    
 TU0357* LOCAL TIDAL -         9.084  (meters)      29.80   (feet)  ADJ UNCH  
 TU0357  ___________________________________________________________________
 TU0357  GEOID HEIGHT-          15.81  (meters)                     GEOID03
 TU0357
 TU0357  VERT ORDER  -  FIRST     CLASS II
 TU0357
 TU0357.The horizontal coordinates were scaled from a topographic map and have
 TU0357.an estimated accuracy of +/- 6 seconds.
 TU0357
 TU0357.The orthometric height was key entered from printed documents
 TU0357.and not key verified.
 TU0357
 TU0357.The geoid height was determined by GEOID03.
 TU0357
 TU0357;                    North         East    Units  Estimated Accuracy
 TU0357;SPC HI 3     -    19,920.      528,840.      MT  (+/- 180 meters Scaled)
 TU0357
 TU0357                          SUPERSEDED SURVEY CONTROL
 TU0357
 TU0357.No superseded survey control is available for this station.
 TU0357
 TU0357_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ325610(NAD 83)
 TU0357_MARKER: DB = BENCH MARK DISK
 TU0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0357_SP_SET: CULVERT
 TU0357_STAMPING: T 2 1927 RESET 1963
 TU0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0357
 TU0357  HISTORY     - Date     Condition        Report By
 TU0357  HISTORY     - 1963     MONUMENTED       CGS
 TU0357  HISTORY     - 1966     GOOD             NGS
 TU0357  HISTORY     - 1983     MARK NOT FOUND
 TU0357
 TU0357                          STATION DESCRIPTION
 TU0357
 TU0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0357'IN WAIMANALO.
 TU0357'AT THE WEST END OF WAIMANALO, 2.0 MILES NORTHWEST ALONG KALANIANAOLE
 TU0357'HIGHWAY FROM THE WAIMANALO POST OFFICE, THENCE 0.15 MILE LEFT,
 TU0357'SOUTHWEST, ON POALIMA STREET, THENCE ABOUT 55 YARDS LEFT, SOUTHEAST,
 TU0357'ON POALIMA PLACE, AT 41-1484 POALIMA PLACE.  AT THE SOUTHEAST SIDE OF
 TU0357'A CONCRETE DRIVEWAY, 12 FEET NORTHEAST OF THE CENTER LINE OF POALIMA
 TU0357'PLACE, 21 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 1 FOOT
 TU0357'NORTHEAST OF THE END OF THE DRIVEWAY, 6 INCHES WEST OF A LOW, CONCRETE
 TU0357'BLOCK WALL, 77.5 FEET EAST OF BENCH MARK T 2 (WHICH IS UNDER THE
 TU0357'HOUSE), AND CEMENTED IN A DRILL HOLE IN THE CONCRETE WING AT THE EDGE
 TU0357'OF THE DRIVEWAY, FLUSH WITH THE GROUND.
 TU0357
 TU0357                          STATION RECOVERY (1983)
 TU0357
 TU0357'RECOVERED 1983
 TU0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0061 ***********************************************************************
 TU0061  DESIGNATION -  T 20
 TU0061  PID         -  TU0061
 TU0061  STATE/COUNTY-  HI/HAWAII
 TU0061  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0061
 TU0061                         *CURRENT SURVEY CONTROL
 TU0061  ___________________________________________________________________
 TU0061* NAD 83(1986)-  19 33 43.     (N)    155 05 33.     (W)     SCALED    
 TU0061* LOCAL TIDAL -       386.288  (meters)    1267.35   (feet)  ADJ UNCH  
 TU0061  ___________________________________________________________________
 TU0061  GEOID HEIGHT-          19.28  (meters)                     GEOID03
 TU0061
 TU0061  VERT ORDER  -  FIRST     CLASS I
 TU0061
 TU0061.The horizontal coordinates were scaled from a topographic map and have
 TU0061.an estimated accuracy of +/- 6 seconds.
 TU0061
 TU0061.The orthometric height was key entered from printed documents
 TU0061.and not key verified.
 TU0061
 TU0061.The geoid height was determined by GEOID03.
 TU0061
 TU0061;                    North         East    Units  Estimated Accuracy
 TU0061;SPC HI 1     -    80,700.      542,760.      MT  (+/- 180 meters Scaled)
 TU0061
 TU0061                          SUPERSEDED SURVEY CONTROL
 TU0061
 TU0061.No superseded survey control is available for this station.
 TU0061
 TU0061_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB804643(NAD 83)
 TU0061_MARKER: DB = BENCH MARK DISK
 TU0061_SETTING: 66 = SET IN ROCK OUTCROP
 TU0061_SP_SET: LAVA OUTCROP
 TU0061_STAMPING: T 20 1975
 TU0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0061+STABILITY: POSITION/ELEVATION WELL
 TU0061
 TU0061  HISTORY     - Date     Condition        Report By
 TU0061  HISTORY     - 1975     MONUMENTED       NGS
 TU0061
 TU0061                          STATION DESCRIPTION
 TU0061
 TU0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0061'1.5 MI NE FROM MOUNTAIN VIEW.
 TU0061'1.40 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE IN
 TU0061'MOUNTAIN VIEW, THENCE 0.10 MILE NORTHEAST ALONG THE OLD ABANDONED
 TU0061'HIGHWAY ON THE RIGHT SIDE OF A POWER TRANSFORMER STATION.  SET IN THE
 TU0061'TOP OF A LAVA OUTCROP ON THE LEFT SIDE OF THE OLD HIGHWAY AND NEAR THE
 TU0061'SOUTHWEST END OF A ROW OF GUAVA TREES.  42.5 FEET SOUTH OF A LONE
 TU0061'RAILROAD TIE FENCE POST.  43.0 FEET NORTHEAST OF THE CENTER OF THE
 TU0061'JUNCTION OF THE OLD HIGHWAY AND A DIRT ROAD TO A CANE FIELD.  17.5
 TU0061'FEET NORTHWEST OF THE CENTER OF THE OLD HIGHWAY.  1.4 FEET NORTHWEST
 TU0061'OF A WOODEN WITNESS POST AND ABOUT 2.5 FEET ABOVE THE LEVEL OF THE OLD
 TU0061'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0867 ***********************************************************************
 TU0867  DESIGNATION -  T 22
 TU0867  PID         -  TU0867
 TU0867  STATE/COUNTY-  HI/MAUI
 TU0867  USGS QUAD   -  MAKENA (1995)
 TU0867
 TU0867                         *CURRENT SURVEY CONTROL
 TU0867  ___________________________________________________________________
 TU0867* NAD 83(1986)-  20 41 36.     (N)    156 26 32.     (W)     SCALED    
 TU0867* LOCAL TIDAL -        24.157  (meters)      79.26   (feet)  ADJUSTED  
 TU0867  ___________________________________________________________________
 TU0867  GEOID HEIGHT-          16.68  (meters)                     GEOID03
 TU0867
 TU0867  VERT ORDER  -  FIRST     CLASS I
 TU0867
 TU0867.The horizontal coordinates were scaled from a topographic map and have
 TU0867.an estimated accuracy of +/- 6 seconds.
 TU0867
 TU0867.The orthometric height was determined by differential leveling
 TU0867.and adjusted by the National Geodetic Survey in December 2003..
 TU0867
 TU0867.The geoid height was determined by GEOID03.
 TU0867
 TU0867;                    North         East    Units  Estimated Accuracy
 TU0867;SPC HI 2     -    39,870.      523,380.      MT  (+/- 180 meters Scaled)
 TU0867
 TU0867                          SUPERSEDED SURVEY CONTROL
 TU0867
 TU0867.No superseded survey control is available for this station.
 TU0867
 TU0867_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH664903(NAD 83)
 TU0867_MARKER: DV = VERTICAL CONTROL DISK
 TU0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0867_SP_SET: STORM DRAIN
 TU0867_STAMPING: T 22 1979
 TU0867_MARK LOGO: NGS   
 TU0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0867
 TU0867  HISTORY     - Date     Condition        Report By
 TU0867  HISTORY     - 1979     MONUMENTED       NGS
 TU0867
 TU0867                          STATION DESCRIPTION
 TU0867
 TU0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0867'4.5 MI SOUTH FROM KIHEI.
 TU0867'3.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE KIHEI POST OFFICE,
 TU0867'THENCE LEFT, EAST, ALONG OHANA DRIVE FOR 0.3 MILE, THENCE SOUTH ALONG
 TU0867'HIGHWAY 31 FOR 1.0 MILE, 100 FEET NORTHEAST OF THE CENTER OF THE
 TU0867'ENTRANCE ROAD TO ULUA AND MOKAPU BEACHES, 78 FEET NORTH OF THE
 TU0867'ENTRANCE ROAD TO FAIRWAY HOMESITES, AND 17 FEET EAST OF THE CENTER OF
 TU0867'THE HIGHWAY, SET IN THE SOUTHEAST CORNER OF A STORM DRAIN.  NOTE= THIS
 TU0867'MARK ESTABLISHED BY REQUEST OF DEPARTMENT OF PUBLIC WORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0903 ***********************************************************************
 TU0903  DESIGNATION -  T 23
 TU0903  PID         -  TU0903
 TU0903  STATE/COUNTY-  HI/MAUI
 TU0903  USGS QUAD   -  KILOHANA (1983)
 TU0903
 TU0903                         *CURRENT SURVEY CONTROL
 TU0903  ___________________________________________________________________
 TU0903* NAD 83(1986)-  20 45 19.     (N)    156 19 34.     (W)     SCALED    
 TU0903* LOCAL TIDAL -       881.233  (meters)    2891.18   (feet)  ADJUSTED  
 TU0903  ___________________________________________________________________
 TU0903  GEOID HEIGHT-          17.28  (meters)                     GEOID03
 TU0903
 TU0903  VERT ORDER  -  FIRST     CLASS I
 TU0903
 TU0903.The horizontal coordinates were scaled from a topographic map and have
 TU0903.an estimated accuracy of +/- 6 seconds.
 TU0903
 TU0903.The orthometric height was determined by differential leveling
 TU0903.and adjusted by the National Geodetic Survey in December 2003..
 TU0903.No vertical observational check was made to the station.
 TU0903
 TU0903.The geoid height was determined by GEOID03.
 TU0903
 TU0903;                    North         East    Units  Estimated Accuracy
 TU0903;SPC HI 2     -    46,750.      535,460.      MT  (+/- 180 meters Scaled)
 TU0903
 TU0903                          SUPERSEDED SURVEY CONTROL
 TU0903
 TU0903.No superseded survey control is available for this station.
 TU0903
 TU0903_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH784973(NAD 83)
 TU0903_MARKER: DV = VERTICAL CONTROL DISK
 TU0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0903_SP_SET: CONCRETE SLAB ON LAVA FLOW
 TU0903_STAMPING: T 23 1979
 TU0903_MARK LOGO: NGS   
 TU0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0903
 TU0903  HISTORY     - Date     Condition        Report By
 TU0903  HISTORY     - 1979     MONUMENTED       NGS
 TU0903
 TU0903                          STATION DESCRIPTION
 TU0903
 TU0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0903'IN WAIAKOA, AT THE UNIVERSITY OF HAWAII INSTITUTE FOR ASTRONOMY,
 TU0903'WAIAKOA LABORATORY IN WAIAKOA, SET IN THE SOUTHWEST CORNER OF A LARGE
 TU0903'CONCRETE SLAB IN A SEMI CIRCULAR LAWN AREA, 42 FEET EAST OF THE CENTER
 TU0903'OF THE ROAD, 35 FEET NORTH OF THE SOUTH ENTRANCE ROAD, 100 FEET
 TU0903'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LABORATORY, AND 11 FEET EAST
 TU0903'OF UTILITY POLE NUMBER 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0640 ***********************************************************************
 TU0640  DESIGNATION -  T 3 RESET 1961
 TU0640  PID         -  TU0640
 TU0640  STATE/COUNTY-  HI/HONOLULU
 TU0640  USGS QUAD   -  WAIPAHU (1983)
 TU0640
 TU0640                         *CURRENT SURVEY CONTROL
 TU0640  ___________________________________________________________________
 TU0640* NAD 83(1986)-  21 22 47.     (N)    158 00 52.     (W)     SCALED    
 TU0640* LOCAL TIDAL -         3.492  (meters)      11.46   (feet)  ADJ UNCH  
 TU0640  ___________________________________________________________________
 TU0640  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU0640
 TU0640  VERT ORDER  -  FIRST     CLASS II
 TU0640
 TU0640.The horizontal coordinates were scaled from a topographic map and have
 TU0640.an estimated accuracy of +/- 6 seconds.
 TU0640
 TU0640.The orthometric height was key entered from printed documents
 TU0640.and not key verified.
 TU0640
 TU0640.The geoid height was determined by GEOID03.
 TU0640
 TU0640;                    North         East    Units  Estimated Accuracy
 TU0640;SPC HI 3     -    23,590.      498,500.      MT  (+/- 180 meters Scaled)
 TU0640
 TU0640                          SUPERSEDED SURVEY CONTROL
 TU0640
 TU0640.No superseded survey control is available for this station.
 TU0640
 TU0640_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ021644(NAD 83)
 TU0640_MARKER: DB = BENCH MARK DISK
 TU0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0640_STAMPING: T 3 RESET 1961
 TU0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0640+STABILITY: SURFACE MOTION
 TU0640
 TU0640  HISTORY     - Date     Condition        Report By
 TU0640  HISTORY     - 1961     MONUMENTED       CGS
 TU0640  HISTORY     - 1969     GOOD             NGS
 TU0640
 TU0640                          STATION DESCRIPTION
 TU0640
 TU0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0640'IN WAIPAHU.
 TU0640'AT WAIPAHU, 0.15 MILE EAST ALONG STATE HIGHWAY 90 FROM THE
 TU0640'INTERSECTION OF PUPUKAHI STREET, THENCE 0.15 MILE SOUTH ALONG PUPUPUHI
 TU0640'STREET, THENCE 0.05 MILE EAST ALONG PUPUOLE STREET, IN BACK OF THE
 TU0640'WAIPAHU HIGH SCHOOL, 1.5 FEET NORTH OF THE NORTHEAST CORNER OF A
 TU0640'CONCRETE BLOCK WALL AROUNG A BUTANE GAS STORAGE AREA, 1.1 FEET NORTH
 TU0640'OF THE NORTH FACE OF THE WALL, 17.3 FEET EAST OF A MESH-WIRE FENCE,
 TU0640'31.8 FEET WEST OF THE WEST SIDE OF A WOODEN GATE IN THE CONCRETE BLOCK
 TU0640'ENCLOSURE, 115.0 FEET NORTHEAST OF THE NORTH END OF A WIRE GATE AT THE
 TU0640'END OF PUPUOLE STREET, ABOUT 1/2 FOOT HIGHER THAN THE STREET, AND SET
 TU0640'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0540 ***********************************************************************
 TU0540  DESIGNATION -  T 4
 TU0540  PID         -  TU0540
 TU0540  STATE/COUNTY-  HI/HONOLULU
 TU0540  USGS QUAD   -  HALEIWA (1983)
 TU0540
 TU0540                         *CURRENT SURVEY CONTROL
 TU0540  ___________________________________________________________________
 TU0540* NAD 83(1986)-  21 33 42.     (N)    158 06 46.     (W)     SCALED    
 TU0540* LOCAL TIDAL -        22.027  (meters)      72.27   (feet)  ADJ UNCH  
 TU0540  ___________________________________________________________________
 TU0540  GEOID HEIGHT-          15.09  (meters)                     GEOID03
 TU0540
 TU0540  VERT ORDER  -  FIRST     CLASS II
 TU0540
 TU0540.The horizontal coordinates were scaled from a topographic map and have
 TU0540.an estimated accuracy of +/- 6 seconds.
 TU0540
 TU0540.The orthometric height was key entered from printed documents
 TU0540.and not key verified.
 TU0540
 TU0540.The geoid height was determined by GEOID03.
 TU0540
 TU0540;                    North         East    Units  Estimated Accuracy
 TU0540;SPC HI 3     -    43,740.      488,320.      MT  (+/- 180 meters Scaled)
 TU0540
 TU0540                          SUPERSEDED SURVEY CONTROL
 TU0540
 TU0540.No superseded survey control is available for this station.
 TU0540
 TU0540_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ918845(NAD 83)
 TU0540_MARKER: DB = BENCH MARK DISK
 TU0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0540_STAMPING: 4 1927
 TU0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0540+STABILITY: SURFACE MOTION
 TU0540
 TU0540  HISTORY     - Date     Condition        Report By
 TU0540  HISTORY     - 1927     MONUMENTED       CGS
 TU0540  HISTORY     - 1969     GOOD             NGS
 TU0540  HISTORY     - 1981     POOR             USGS
 TU0540
 TU0540                          STATION DESCRIPTION
 TU0540
 TU0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0540'1.95 MI S FROM HALEIWA.
 TU0540'1.95 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0540'HALEIWA, AT THE JUNCTION OF STATE HIGHWAY 99, AT THE SOUTH CORNER OF
 TU0540'THE JUNCTION OF A DIRT ROAD SOUTHWEST, 27.2 FEET SOUTHWEST OF THE
 TU0540'CENTER LINE OF STATE HIGHWAY 99, 32.0 FEET SOUTHEAST OF THE CENTER
 TU0540'LINE OF THE ROAD AND THE EXTENDED CENTER LINE OF STATE HIGHWAY 83,
 TU0540'53.4 FEET SOUTHEAST AND ACROSS THE ROAD FROM BENCH MARK 6-10 (SS),
 TU0540'43.5 FEET NORTHWEST OF THE CENTER OF A LARGE PINE TREE, 7.8 FEET SOUTH
 TU0540'OF A POWER POLE BEARING A SIGNAL BOX, AND SET IN THE TOP OF A CONCRETE
 TU0540'POST 0.1 FOOT UNDERGROUND.  NOTE-- THE CONCRETE POST IS CHIPPED AND
 TU0540'THE LETTER T IS OBLITERATED.
 TU0540
 TU0540                          STATION RECOVERY (1981)
 TU0540
 TU0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0540'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0189 ***********************************************************************
 TU0189  DESIGNATION -  T 5
 TU0189  PID         -  TU0189
 TU0189  STATE/COUNTY-  HI/MAUI
 TU0189  USGS QUAD   -  MAALAEA (1996)
 TU0189
 TU0189                         *CURRENT SURVEY CONTROL
 TU0189  ___________________________________________________________________
 TU0189* NAD 83(1986)-  20 48 10.     (N)    156 28 01.     (W)     SCALED    
 TU0189* LOCAL TIDAL -         7.767  (meters)      25.48   (feet)  ADJ UNCH  
 TU0189  ___________________________________________________________________
 TU0189  GEOID HEIGHT-          16.40  (meters)                     GEOID03
 TU0189
 TU0189  VERT ORDER  -  FIRST     CLASS II
 TU0189
 TU0189.The horizontal coordinates were scaled from a topographic map and have
 TU0189.an estimated accuracy of +/- 6 seconds.
 TU0189
 TU0189.The orthometric height was key entered from printed documents
 TU0189.and not key verified.
 TU0189
 TU0189.The geoid height was determined by GEOID03.
 TU0189
 TU0189;                    North         East    Units  Estimated Accuracy
 TU0189;SPC HI 2     -    51,980.      520,790.      MT  (+/- 180 meters Scaled)
 TU0189
 TU0189                          SUPERSEDED SURVEY CONTROL
 TU0189
 TU0189.No superseded survey control is available for this station.
 TU0189
 TU0189_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ636023(NAD 83)
 TU0189_MARKER: DB = BENCH MARK DISK
 TU0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0189_STAMPING: T 5 1950
 TU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0189+STABILITY: SURFACE MOTION
 TU0189
 TU0189  HISTORY     - Date     Condition        Report By
 TU0189  HISTORY     - 1950     MONUMENTED       CGS
 TU0189  HISTORY     - 1968     MARK NOT FOUND   NGS
 TU0189
 TU0189                          STATION DESCRIPTION
 TU0189
 TU0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 TU0189'IN KIHEI.
 TU0189'THE MARK IS LOCATED ON THE WEST SIDE OF THE HIGHWAY WHICH RUNS BETWEEN
 TU0189'PUUNENE AND KIHEI.  IT IS 4.8 MILES SOUTH OF PUUNENE, 24 PACES SOUTH
 TU0189'OF TELEPHONE POLE NUMBER 122, 21.5 FEET WEST OF THE CENTERLINE OF THE
 TU0189'HIGHWAY, 16 FEET SOUTHWEST OF THE WINGWALL OF A SMALL BRIDGE AND IN A
 TU0189'FENCE LINE.  IT IS A BRONZE TABLET, STAMPED T 5 1950, SET IN THE TOP
 TU0189'OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 FOOT.
 TU0189
 TU0189                          STATION RECOVERY (1968)
 TU0189
 TU0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 TU0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0236 ***********************************************************************
 TU0236  DESIGNATION -  T 6 RESET 1958
 TU0236  PID         -  TU0236
 TU0236  STATE/COUNTY-  HI/MAUI
 TU0236  USGS QUAD   -  WAILUKU (1997)
 TU0236
 TU0236                         *CURRENT SURVEY CONTROL
 TU0236  ___________________________________________________________________
 TU0236* NAD 83(1986)-  20 53 19.     (N)    156 29 19.     (W)     SCALED    
 TU0236* LOCAL TIDAL -        28.858  (meters)      94.68   (feet)  ADJUSTED  
 TU0236  ___________________________________________________________________
 TU0236  GEOID HEIGHT-          16.00  (meters)                     GEOID03
 TU0236
 TU0236  VERT ORDER  -  FIRST     CLASS I
 TU0236
 TU0236.The horizontal coordinates were scaled from a topographic map and have
 TU0236.an estimated accuracy of +/- 6 seconds.
 TU0236
 TU0236.The orthometric height was determined by differential leveling
 TU0236.and adjusted by the National Geodetic Survey in December 2003..
 TU0236
 TU0236.The geoid height was determined by GEOID03.
 TU0236
 TU0236;                    North         East    Units  Estimated Accuracy
 TU0236;SPC HI 2     -    61,480.      518,530.      MT  (+/- 180 meters Scaled)
 TU0236
 TU0236                          SUPERSEDED SURVEY CONTROL
 TU0236
 TU0236.No superseded survey control is available for this station.
 TU0236
 TU0236_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ612118(NAD 83)
 TU0236_MARKER: DD = SURVEY DISK
 TU0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0236_SP_SET: ABUTMENT
 TU0236_STAMPING: T 6 RESET 1958
 TU0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0236
 TU0236  HISTORY     - Date     Condition        Report By
 TU0236  HISTORY     - 1958     MONUMENTED       HIDT
 TU0236  HISTORY     - 1968     GOOD             CGS
 TU0236  HISTORY     - 1969     GOOD             CGS
 TU0236  HISTORY     - 1979     GOOD             NGS
 TU0236
 TU0236                          STATION DESCRIPTION
 TU0236
 TU0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0236'1 MI E FROM WAILUKU.
 TU0236'1.0 MILE EAST ON STATE HIGHWAY 32 FROM THE STATE BUILDING IN WAILUKU.
 TU0236'ON NORTH EDGE OF HIGHWAY AT A CULVERT, DIRECTLY OUT FROM THE GYMNASIUM
 TU0236'AT BALDWIN HIGH SCHOOL AND 0.1 MILE EAST OF ENTRANCE TO THE HIGH
 TU0236'SCHOOL.  52 FEET EAST OF POWER POLE NO. 42, 10 FEET NORTH OF NORTH
 TU0236'EDGE OF HIGHWAY SURFACE, AND CEMENTED IN A DRILL HOLE IN THE CENTER OF
 TU0236'A CONCRETE, CULVERT ABUTMENT, UNDER A PIPE HANDRAIL ON THE ABUTMENT.
 TU0236
 TU0236                          STATION RECOVERY (1969)
 TU0236
 TU0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0236'RECOVERED IN GOOD CONDITION.
 TU0236
 TU0236                          STATION RECOVERY (1979)
 TU0236
 TU0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0802 ***********************************************************************
 TU0802  DESIGNATION -  T PEDESTAL
 TU0802  PID         -  TU0802
 TU0802  STATE/COUNTY-  HI/KAUAI
 TU0802  USGS QUAD   -  MAKAHA POINT (1983)
 TU0802
 TU0802                         *CURRENT SURVEY CONTROL
 TU0802  ___________________________________________________________________
 TU0802* NAD 83(1986)-  22 06 48.     (N)    159 40 11.     (W)     SCALED    
 TU0802* LOCAL TIDAL -      1144.719  (meters)    3755.63   (feet)  ADJ UNCH  
 TU0802  ___________________________________________________________________
 TU0802  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0802
 TU0802  VERT ORDER  -  SECOND    CLASS 0
 TU0802
 TU0802.The horizontal coordinates were scaled from a topographic map and have
 TU0802.an estimated accuracy of +/- 6 seconds.
 TU0802
 TU0802.The orthometric height was key entered from printed documents
 TU0802.and not key verified.
 TU0802
 TU0802.The geoid height was determined by GEOID03.
 TU0802
 TU0802;                    North         East    Units  Estimated Accuracy
 TU0802;SPC HI 4     -    31,010.      482,490.      MT  (+/- 180 meters Scaled)
 TU0802
 TU0802                          SUPERSEDED SURVEY CONTROL
 TU0802
 TU0802.No superseded survey control is available for this station.
 TU0802
 TU0802_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK309455(NAD 83)
 TU0802_MARKER: Z = SEE DESCRIPTION
 TU0802_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0802_SP_SET: TOWER
 TU0802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0802
 TU0802  HISTORY     - Date     Condition        Report By
 TU0802  HISTORY     - UNK      MONUMENTED       DOD
 TU0802  HISTORY     - 1964     GOOD             NGS
 TU0802
 TU0802                          STATION DESCRIPTION
 TU0802
 TU0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0802'1.5 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0802'1.35 MILES SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE LEFT FOR
 TU0802'0.15 MILE TO THE PACIFIC MISSILE RANGE, KOKEE PARK COMPOUND AND THE
 TU0802'ANTENNA IN FRONT OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0733 ***********************************************************************
 TU0733  DESIGNATION -  TACAN
 TU0733  PID         -  TU0733
 TU0733  STATE/COUNTY-  HI/KAUAI
 TU0733  USGS QUAD   -  KEKAHA (1983)
 TU0733
 TU0733                         *CURRENT SURVEY CONTROL
 TU0733  ___________________________________________________________________
 TU0733* NAD 83(1993)-  22 02 15.46211(N)    159 47 06.61654(W)     ADJUSTED  
 TU0733* LOCAL TIDAL -         7.400  (meters)      24.28   (feet)  ADJ UNCH  
 TU0733  ___________________________________________________________________
 TU0733  EPOCH DATE  -        1993.62
 TU0733  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 TU0733  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0733
 TU0733  HORZ ORDER  -  SECOND
 TU0733  VERT ORDER  -  SECOND    CLASS 0
 TU0733
 TU0733.The horizontal coordinates were established by classical geodetic methods
 TU0733.and adjusted by the National Geodetic Survey in December 1998..
 TU0733.The horizontal coordinates are valid at the epoch date displayed above.
 TU0733.The epoch date for horizontal control is a decimal equivalence
 TU0733.of Year/Month/Day.
 TU0733
 TU0733.The orthometric height was key entered from printed documents
 TU0733.and not key verified.
 TU0733
 TU0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0733
 TU0733.The geoid height was determined by GEOID03.
 TU0733
 TU0733;                    North         East     Units Scale Factor Converg.
 TU0733;SPC HI 4     -    22,648.730   470,560.584   MT  1.00000070   -0 06 25.2
 TU0733;UTM  04      - 2,437,200.223   418,973.523   MT  0.99968112   -0 17 40.6
 TU0733
 TU0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0733!SPC HI 4     -   0.99999630  x   1.00000070  =   0.99999700
 TU0733!UTM  04      -   0.99999630  x   0.99968112  =   0.99967742
 TU0733
 TU0733                          SUPERSEDED SURVEY CONTROL
 TU0733
 TU0733  NAD 83(1986)-  22 02 15.42712(N)    159 47 06.64238(W) AD(       ) 2
 TU0733  OLD HI      -  22 02 26.70561(N)    159 47 16.68791(W) AD(       ) 2
 TU0733
 TU0733.Superseded values are not recommended for survey control.
 TU0733.NGS no longer adjusts projects to the OLD HI datum.
 TU0733.See file dsdata.txt to determine how the superseded data were derived.
 TU0733
 TU0733_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1897437200(NAD 83)
 TU0733_MARKER: Z = SEE DESCRIPTION
 TU0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0733_SP_SET: ROOF
 TU0733_STAMPING: TACAN 1968
 TU0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0733
 TU0733  HISTORY     - Date     Condition        Report By
 TU0733  HISTORY     - 1968     MONUMENTED       CGS
 TU0733  HISTORY     - 1968     GOOD             CGS
 TU0733
 TU0733                          STATION DESCRIPTION
 TU0733
 TU0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (FLJ)
 TU0733'THE STATION IS LOCATED ON THE BARKING SANDS PACIFIC MISSILE
 TU0733'RANGE FACILITY, IN A NARROW AREA BETWEEN THE BEACH AND THE
 TU0733'RUNWAY, ABOUT 0.5 MILE NORTH OF THE RUNWAY.
 TU0733'
 TU0733'TO REACH THE STATION FROM THE SENTRY POST AT THE MAIN GATE OF
 TU0733'THE BARKING SANDS PACIFIC MISSILE RANGE FACILITY, GO NORTHERLY
 TU0733'ALONG KALANAMAHIKI PLACE NORTH FOR 0.55 MILE TO A ROAD ON THE
 TU0733'LEFT.  TURN LEFT AND GO WEST ON PALAI OLANI ROAD FOR 0.25 MILE
 TU0733'TO A TRIANGULAR INTERSECTION.  TURN LEFT AND GO SOUTH AND
 TU0733'SOUTHEAST ON PALAI OLANI ROAD FOR 0.4 MILE TO A ROAD ON THE
 TU0733'RIGHT, JUST BEFORE REACHING THE RUNWAY.  TURN RIGHT AND
 TU0733'CONTINUE SOUTHERLY ON OIO ROAD FOR 0.2 MILE TO A ROAD ON THE
 TU0733'RIGHT AND THE 3000-FOOT MARKER OF THE RUNWAY ON THE LEFT.
 TU0733'TURN RIGHT AND GO WEST FOR 0.1 MILE TO THE END OF THE ROAD AND
 TU0733'THE STATION MARK ON THE LEFT.
 TU0733'
 TU0733'THE STATION MARK IS A PLAIN BRASS DISK, STAMPED TACAN 1968,
 TU0733'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF AN OLD
 TU0733'AIR-RAID SHELTER.  IT IS 80 FEET SOUTH OF THE CENTER OF AN OLD
 TU0733'AIRCRAFT REVETMENT, 18.5 FEET EAST-SOUTHEAST OF THE CENTER
 TU0733'OF THE DOOR TO THE AIR-RAID SHELTER, 10.4 FEET EAST OF THE WEST
 TU0733'EDGE OF THE ROOF OF THE SHELTER, 5.8 FEET NORTH OF THE SOUTH
 TU0733'EDGE AND 4.5 FEET SOUTH OF THE NORTH EDGE.
 TU0733'
 TU0733'NO AZIMUTH MARK OR REFERENCE MARKS WERE ESTABLISHED.
 TU0733
 TU0733                          STATION RECOVERY (1968)
 TU0733
 TU0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 TU0733'IN BARKING SANDS PMRF.
 TU0733'0.55 MILE NORTH ALONG KALANAMAHIKI PLACE NORTH FROM THE SENTRY POST AT
 TU0733'THE MAIN GATE OF THE BARKING SANDS PACIFIC MISSILE RANGE FACILITY,
 TU0733'THENCE 0.25 MILE WEST ALONG PALAI OLANI ROAD TO A TRIANGULAR
 TU0733'INTERSECTION, THENCE 0.4 MILE SOUTH AND SOUTHEAST ALONG PALAI OLANI
 TU0733'ROAD, THENCE 0.2 MILE SOUTH ALONG OIO ROAD, THENCE 0.1 MILE WEST ALONG
 TU0733'AN ASPHALT ROAD TO AN OLD AIRCRAFT REVETMENT, CEMENTED IN A DRILL HOLE
 TU0733'IN THE CONCRETE ROOF OF AN ABANDONED AIRRAID SHELTER, 80 FEET SOUTH OF
 TU0733'THE CENTER OF THE AIRCRAFT REVETMENT, 18.5 FEET EAST-SOUTHEAST OF THE
 TU0733'CENTER OF THE DOOR TO THE AIR-RAID SHELTER, 10.4 FEET EAST OF THE WEST
 TU0733'EDGE OF THE ROOF OF THE SHELTER, 5.8 FEET NORTH OF THE SOUTH EDGE AND
 TU0733'4.5 FEET SOUTH OF THE NORTH EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3004 ***********************************************************************
 TU3004  DESIGNATION -  TALL TALLEST OF 8 STACKS
 TU3004  PID         -  TU3004
 TU3004  STATE/COUNTY-  HI/MAUI
 TU3004  USGS QUAD   -  PAIA (1997)
 TU3004
 TU3004                         *CURRENT SURVEY CONTROL
 TU3004  ___________________________________________________________________
 TU3004* NAD 83(1993)-  20 54 06.13736(N)    156 24 55.88329(W)     ADJUSTED  
 TU3004* LOCAL TIDAL -                                                        
 TU3004  ___________________________________________________________________
 TU3004  EPOCH DATE  -        1993.62
 TU3004  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 TU3004  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU3004
 TU3004  HORZ ORDER  -  THIRD
 TU3004
 TU3004.The horizontal coordinates were established by classical geodetic methods
 TU3004.and adjusted by the National Geodetic Survey in December 1998..
 TU3004.The horizontal coordinates are valid at the epoch date displayed above.
 TU3004.The epoch date for horizontal control is a decimal equivalence
 TU3004.of Year/Month/Day.
 TU3004
 TU3004
 TU3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3004
 TU3004.The geoid height was determined by GEOID03.
 TU3004
 TU3004;                    North         East     Units Scale Factor Converg.
 TU3004;SPC HI 2     -    62,943.934   526,127.742   MT  0.99997510   +0 05 22.6
 TU3004;UTM  04      - 2,313,433.372   768,845.502   MT  1.00049331   +0 55 21.4
 TU3004
 TU3004                          SUPERSEDED SURVEY CONTROL
 TU3004
 TU3004  NAD 83(1986)-  20 54 06.09659(N)    156 24 55.87148(W) AD(       ) 4
 TU3004  OLD HI      -  20 54 17.61300(N)    156 25 06.04000(W) AD(       ) 3
 TU3004
 TU3004.Superseded values are not recommended for survey control.
 TU3004.NGS no longer adjusts projects to the OLD HI datum.
 TU3004.See file dsdata.txt to determine how the superseded data were derived.
 TU3004
 TU3004_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6884613433(NAD 83)
 TU3004
 TU3004  HISTORY     - Date     Condition        Report By
 TU3004  HISTORY     - UNK      MONUMENTED
 TU3004  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3004
 TU3004                          STATION DESCRIPTION
 TU3004
 TU3004'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3004'THIS STACK NO LONGER EXISTS.
 TU3004'
 TU3004'ONLY ONE STACK REMAINS IN THIS IMMEDIATE VICINITY.  IT IS THE
 TU3004'BLACK SMOKE STACK ABOUT 150 FEET IN HEIGHT, OF PUMP 1,
 TU3004'SPRECKELSVILLE.
 TU3004'
 TU3004'LOCATED IN 1929.  SEE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1844 ***********************************************************************
 TU1844  DESIGNATION -  TALL TREE
 TU1844  PID         -  TU1844
 TU1844  STATE/COUNTY-  HI/KAUAI
 TU1844  USGS QUAD   -  KEKAHA (1983)
 TU1844
 TU1844                         *CURRENT SURVEY CONTROL
 TU1844  ___________________________________________________________________
 TU1844* NAD 83(1993)-  21 57 22.40549(N)    159 40 25.88029(W)     ADJUSTED  
 TU1844* LOCAL TIDAL -                                                        
 TU1844  ___________________________________________________________________
 TU1844  EPOCH DATE  -        1993.62
 TU1844  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 TU1844  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU1844
 TU1844  HORZ ORDER  -  THIRD
 TU1844
 TU1844.The horizontal coordinates were established by classical geodetic methods
 TU1844.and adjusted by the National Geodetic Survey in December 1998..
 TU1844.The horizontal coordinates are valid at the epoch date displayed above.
 TU1844.The epoch date for horizontal control is a decimal equivalence
 TU1844.of Year/Month/Day.
 TU1844
 TU1844
 TU1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1844
 TU1844.The geoid height was determined by GEOID03.
 TU1844
 TU1844;                    North         East     Units Scale Factor Converg.
 TU1844;SPC HI 4     -    13,617.566   482,041.948   MT  0.99999398   -0 03 54.0
 TU1844;UTM  04      - 2,428,134.540   430,421.561   MT  0.99965982   -0 15 07.1
 TU1844
 TU1844                          SUPERSEDED SURVEY CONTROL
 TU1844
 TU1844  NAD 83(1986)-  21 57 22.37054(N)    159 40 25.89891(W) AD(       ) 4
 TU1844  OLD HI      -  21 57 33.40000(N)    159 40 35.87000(W) AD(       ) 3
 TU1844
 TU1844.Superseded values are not recommended for survey control.
 TU1844.NGS no longer adjusts projects to the OLD HI datum.
 TU1844.See file dsdata.txt to determine how the superseded data were derived.
 TU1844
 TU1844_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3042228135(NAD 83)
 TU1844
 TU1844  HISTORY     - Date     Condition        Report By
 TU1844  HISTORY     - UNK      MONUMENTED
 TU1844  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1844
 TU1844                          STATION DESCRIPTION
 TU1844
 TU1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1844'THERE ARE SEVERAL TREES IN THE VICINITY BUT NONE THAT APPEAR OLD
 TU1844'ENOUGH.  THE STATION COULD NOT BE IDENTIFIED AND IS BELIEVED TO
 TU1844'BE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1903 ***********************************************************************
 TU1903  DESIGNATION -  TAN
 TU1903  PID         -  TU1903
 TU1903  STATE/COUNTY-  HI/KAUAI
 TU1903  USGS QUAD   -  ANAHOLA (1996)
 TU1903
 TU1903                         *CURRENT SURVEY CONTROL
 TU1903  ___________________________________________________________________
 TU1903* NAD 83(1993)-  22 12 31.16449(N)    159 20 49.61906(W)     ADJUSTED  
 TU1903* LOCAL TIDAL -                                                        
 TU1903  ___________________________________________________________________
 TU1903  EPOCH DATE  -        1993.62
 TU1903  LAPLACE CORR-         -10.14  (seconds)                    DEFLEC99
 TU1903  GEOID HEIGHT-          14.59  (meters)                     GEOID03
 TU1903
 TU1903  HORZ ORDER  -  THIRD
 TU1903
 TU1903.The horizontal coordinates were established by classical geodetic methods
 TU1903.and adjusted by the National Geodetic Survey in December 1998..
 TU1903.The horizontal coordinates are valid at the epoch date displayed above.
 TU1903.The epoch date for horizontal control is a decimal equivalence
 TU1903.of Year/Month/Day.
 TU1903
 TU1903
 TU1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1903
 TU1903.The geoid height was determined by GEOID03.
 TU1903
 TU1903;                    North         East     Units Scale Factor Converg.
 TU1903;SPC HI 4     -    41,567.312   515,763.745   MT  0.99999307   +0 03 28.0
 TU1903;UTM  04      - 2,455,963.599   464,222.846   MT  0.99961581   -0 07 52.3
 TU1903
 TU1903                          SUPERSEDED SURVEY CONTROL
 TU1903
 TU1903  NAD 83(1986)-  22 12 31.12493(N)    159 20 49.67808(W) AD(       ) 4
 TU1903  OLD HI      -  22 12 42.49000(N)    159 20 59.77000(W) AD(       ) 3
 TU1903
 TU1903.Superseded values are not recommended for survey control.
 TU1903.NGS no longer adjusts projects to the OLD HI datum.
 TU1903.See file dsdata.txt to determine how the superseded data were derived.
 TU1903
 TU1903_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6422355964(NAD 83)
 TU1903
 TU1903  HISTORY     - Date     Condition        Report By
 TU1903  HISTORY     - 1910     MONUMENTED       CGS
 TU1903  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1903
 TU1903                          STATION DESCRIPTION
 TU1903
 TU1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1903'ON NORTHEAST COAST OF KAUAI, ON POINT 1-1/2 MILES NORTHWEST OF
 TU1903'MOLOAA BAY, A FENCE POST.
 TU1903
 TU1903                          STATION RECOVERY (1965)
 TU1903
 TU1903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1903'STATION IS DESTROYED.  IT WAS MARKED WITH A FENCEPOST.  THERE
 TU1903'ARE NO FENCES OR FENCEPOSTS IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1177 ***********************************************************************
 TU1177  DESIGNATION -  TANK
 TU1177  PID         -  TU1177
 TU1177  STATE/COUNTY-  HI/HONOLULU
 TU1177  USGS QUAD   -  KOKO HEAD (1983)
 TU1177
 TU1177                         *CURRENT SURVEY CONTROL
 TU1177  ___________________________________________________________________
 TU1177* NAD 83(1993)-  21 17 09.51063(N)    157 45 53.15042(W)     ADJUSTED  
 TU1177* LOCAL TIDAL -                                                        
 TU1177  ___________________________________________________________________
 TU1177  EPOCH DATE  -        1993.62
 TU1177  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 TU1177  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1177
 TU1177  HORZ ORDER  -  THIRD
 TU1177
 TU1177.The horizontal coordinates were established by classical geodetic methods
 TU1177.and adjusted by the National Geodetic Survey in December 1998..
 TU1177.The horizontal coordinates are valid at the epoch date displayed above.
 TU1177.The epoch date for horizontal control is a decimal equivalence
 TU1177.of Year/Month/Day.
 TU1177
 TU1177
 TU1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1177
 TU1177.The geoid height was determined by GEOID03.
 TU1177
 TU1177;                    North         East     Units Scale Factor Converg.
 TU1177;SPC HI 3     -    13,227.895   524,410.498   MT  0.99999736   +0 05 07.4
 TU1177;UTM  04      - 2,354,299.310   628,137.852   MT  0.99980290   +0 26 54.5
 TU1177
 TU1177                          SUPERSEDED SURVEY CONTROL
 TU1177
 TU1177  NAD 83(1986)-  21 17 09.46021(N)    157 45 53.15916(W) AD(       ) 4
 TU1177  OLD HI      -  21 17 20.84000(N)    157 46 03.06000(W) AD(       ) 3
 TU1177
 TU1177.Superseded values are not recommended for survey control.
 TU1177.NGS no longer adjusts projects to the OLD HI datum.
 TU1177.See file dsdata.txt to determine how the superseded data were derived.
 TU1177
 TU1177_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2813854299(NAD 83)
 TU1177
 TU1177  HISTORY     - Date     Condition        Report By
 TU1177  HISTORY     - 1925     MONUMENTED       CGS
 TU1177  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1177  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1177
 TU1177                          STATION DESCRIPTION
 TU1177
 TU1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1177'IN SOUTHEASTERN OAHU, ON THE SLOPE HIGH UP ABOVE WAILUPE NAVAL
 TU1177'RADIO STATION, THE BLACK WATER TANK IN GROUP OF BUILDINGS OF
 TU1177'THE HONOLULU CANNING CO.
 TU1177
 TU1177                          STATION RECOVERY (1931)
 TU1177
 TU1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1177'RECOVERED IN FAIR CONDITION.  A 12-FOOT HIGH, 12-FOOT IN
 TU1177'DIAMETER WOODEN TANK STANDING 16 METERS W OF THE W ONE OF
 TU1177'TWO SMALL BUILDINGS.
 TU1177
 TU1177                          STATION RECOVERY (1964)
 TU1177
 TU1177'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1177'THE TANK AND ALL BUILDINGS ARE NOW GONE.  STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2068 ***********************************************************************
 TU2068  DESIGNATION -  TANK
 TU2068  PID         -  TU2068
 TU2068  STATE/COUNTY-  HI/HAWAII
 TU2068  USGS QUAD   -  KA LAE (1982)
 TU2068
 TU2068                         *CURRENT SURVEY CONTROL
 TU2068  ___________________________________________________________________
 TU2068* NAD 83(1993)-  18 56 54.72364(N)    155 40 00.38890(W)     ADJUSTED  
 TU2068* LOCAL TIDAL -                                                        
 TU2068  ___________________________________________________________________
 TU2068  EPOCH DATE  -        1993.62
 TU2068  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 TU2068  GEOID HEIGHT-          15.20  (meters)                     GEOID03
 TU2068
 TU2068  HORZ ORDER  -  THIRD
 TU2068
 TU2068.The horizontal coordinates were established by classical geodetic methods
 TU2068.and adjusted by the National Geodetic Survey in December 1998..
 TU2068.The horizontal coordinates are valid at the epoch date displayed above.
 TU2068.The epoch date for horizontal control is a decimal equivalence
 TU2068.of Year/Month/Day.
 TU2068
 TU2068
 TU2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2068
 TU2068.The geoid height was determined by GEOID03.
 TU2068
 TU2068;                    North         East     Units Scale Factor Converg.
 TU2068;SPC HI 1     -    12,759.565   482,435.132   MT  0.99997048   -0 03 15.0
 TU2068;UTM  05      - 2,097,256.291   219,155.506   MT  1.00057513   -0 51 59.5
 TU2068
 TU2068                          SUPERSEDED SURVEY CONTROL
 TU2068
 TU2068  NAD 83(1986)-  18 56 54.70872(N)    155 40 00.44092(W) AD(       ) 4
 TU2068  OLD HI      -  18 57 05.50200(N)    155 40 10.46400(W) AD(       ) 3
 TU2068
 TU2068.Superseded values are not recommended for survey control.
 TU2068.NGS no longer adjusts projects to the OLD HI datum.
 TU2068.See file dsdata.txt to determine how the superseded data were derived.
 TU2068
 TU2068_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1915697256(NAD 83)
 TU2068
 TU2068  HISTORY     - Date     Condition        Report By
 TU2068  HISTORY     - 1949     MONUMENTED       CGS
 TU2068  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2068
 TU2068                          STATION DESCRIPTION
 TU2068
 TU2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2068'THE STATION IS THE TOP AND CENTER OF A WOODEN WATER TANK WHICH
 TU2068'LIES 4 MILES NORTH NORTHEAST OF SOUTH POINT, ABOUT 1.5 MILES
 TU2068'EAST OF THE ROAD WHICH LEADS TOWARD SOUTH POINT AND ABOUT 150
 TU2068'FEET WEST OF TWO WATER TROUGHS.
 TU2068'
 TU2068'THE TANK IS 10 FEET IN DIAMETER AND 10 FEET HIGH AND IS ENCLOSED
 TU2068'BY A CIRCULAR ROCK WALL ABOUT 3 FEET HIGH.  A LADDER IS ON THE
 TU2068'EASTERLY SIDE OF THE TANK.
 TU2068
 TU2068                          STATION RECOVERY (1967)
 TU2068
 TU2068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2068'STATION WAS RECOVERED.  LOCATED ABOUT 9 MILES SOUTHWEST OF
 TU2068'NAALEHU, 2-3/4 MILES NORTH-NORTHEAST OF SOUTH POINT, AND 1 MILE
 TU2068'EAST-NORTHEAST OF THE SOUTH POINT TRACKING STATION, ON A LOW
 TU2068'KNOLL IN OPEN PASTURE LAND.  STATION IS THE CENTER OF A BLACK,
 TU2068'WOODEN, FLAT-TOPPED, WATER TANK 14 FEET IN DIAMETER AND 12
 TU2068'FEET HIGH.  A CIRCULAR, STONE FENCE, 3 FEET HIGH SURROUNDS
 TU2068'THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3243 ***********************************************************************
 TU3243  DESIGNATION -  TANK
 TU3243  PID         -  TU3243
 TU3243  STATE/COUNTY-  HI/MAUI
 TU3243  USGS QUAD   -  
 TU3243
 TU3243                         *CURRENT SURVEY CONTROL
 TU3243  ___________________________________________________________________
 TU3243* NAD 83(1993)-  20 54 24.91508(N)    156 53 16.94908(W)     ADJUSTED  
 TU3243* LOCAL TIDAL -                                                        
 TU3243  ___________________________________________________________________
 TU3243  EPOCH DATE  -        1993.62
 TU3243  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 TU3243  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU3243
 TU3243  HORZ ORDER  -  THIRD
 TU3243
 TU3243.The horizontal coordinates were established by classical geodetic methods
 TU3243.and adjusted by the National Geodetic Survey in December 1998..
 TU3243.The horizontal coordinates are valid at the epoch date displayed above.
 TU3243.The epoch date for horizontal control is a decimal equivalence
 TU3243.of Year/Month/Day.
 TU3243
 TU3243
 TU3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3243
 TU3243.The geoid height was determined by GEOID03.
 TU3243
 TU3243;                    North         East     Units Scale Factor Converg.
 TU3243;SPC HI 2     -    63,516.859   476,970.065   MT  0.99997322   -0 04 44.4
 TU3243;UTM  04      - 2,313,291.544   719,666.468   MT  1.00019635   +0 45 14.2
 TU3243
 TU3243                          SUPERSEDED SURVEY CONTROL
 TU3243
 TU3243  NAD 83(1986)-  20 54 24.87600(N)    156 53 16.90713(W) AD(       ) 4
 TU3243  OLD HI      -  20 54 36.43000(N)    156 53 26.93000(W) AD(       ) 3
 TU3243
 TU3243.Superseded values are not recommended for survey control.
 TU3243.NGS no longer adjusts projects to the OLD HI datum.
 TU3243.See file dsdata.txt to determine how the superseded data were derived.
 TU3243
 TU3243_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1966613292(NAD 83)
 TU3243
 TU3243  HISTORY     - Date     Condition        Report By
 TU3243  HISTORY     - 1931     MONUMENTED       CGS
 TU3243  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3243
 TU3243                          STATION DESCRIPTION
 TU3243
 TU3243'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3243'STATION IS NEAR MAUNALEI GULCH.  IT IS A SMALL BLACK WATER TANK
 TU3243'ABOUT 1 MI. E OF LIGHT TOWER ON THE NE COAST OF LANAI.
 TU3243
 TU3243                          STATION RECOVERY (1962)
 TU3243
 TU3243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3243'THE VICINITY IS NOW COVERED WITH A DENSE GROWTH OF LARGE KIAWE
 TU3243'TREES UP TO 40 FEET HIGH AND THE STATION COULD NOT BE
 TU3243'LOCATED.  IT IS BELIEVED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2910 ***********************************************************************
 TU2910  DESIGNATION -  TANK 1965
 TU2910  PID         -  TU2910
 TU2910  STATE/COUNTY-  HI/MAUI
 TU2910  USGS QUAD   -  PUU O KALI (1992)
 TU2910
 TU2910                         *CURRENT SURVEY CONTROL
 TU2910  ___________________________________________________________________
 TU2910* NAD 83(1993)-  20 42 28.36628(N)    156 26 21.67191(W)     ADJUSTED  
 TU2910* LOCAL TIDAL -                                                        
 TU2910  ___________________________________________________________________
 TU2910  EPOCH DATE  -        1993.62
 TU2910  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 TU2910  GEOID HEIGHT-          16.69  (meters)                     GEOID03
 TU2910
 TU2910  HORZ ORDER  -  THIRD
 TU2910
 TU2910.The horizontal coordinates were established by classical geodetic methods
 TU2910.and adjusted by the National Geodetic Survey in December 1998..
 TU2910.No horizontal observational check was made to the station.
 TU2910.The horizontal coordinates are valid at the epoch date displayed above.
 TU2910.The epoch date for horizontal control is a decimal equivalence
 TU2910.of Year/Month/Day.
 TU2910
 TU2910
 TU2910.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2910
 TU2910.The geoid height was determined by GEOID03.
 TU2910
 TU2910;                    North         East     Units Scale Factor Converg.
 TU2910;SPC HI 2     -    41,481.557   523,678.796   MT  0.99997359   +0 04 49.4
 TU2910;UTM  04      - 2,291,926.794   766,706.358   MT  1.00047918   +0 54 21.6
 TU2910
 TU2910                          SUPERSEDED SURVEY CONTROL
 TU2910
 TU2910  NAD 83(1986)-  20 42 28.33413(N)    156 26 21.66182(W) AD(       ) 4
 TU2910  OLD HI      -  20 42 39.83400(N)    156 26 31.80800(W) AD(       ) 3
 TU2910
 TU2910.Superseded values are not recommended for survey control.
 TU2910.NGS no longer adjusts projects to the OLD HI datum.
 TU2910.See file dsdata.txt to determine how the superseded data were derived.
 TU2910
 TU2910_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6670691927(NAD 83)
 TU2910
 TU2910  HISTORY     - Date     Condition        Report By
 TU2910  HISTORY     - 1965     MONUMENTED       CGS
 TU2910
 TU2910                          STATION DESCRIPTION
 TU2910
 TU2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 TU2910'SEE STATION KAMOA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1923 ***********************************************************************
 TU1923  DESIGNATION -  TANK POST
 TU1923  PID         -  TU1923
 TU1923  STATE/COUNTY-  HI/KAUAI
 TU1923  USGS QUAD   -  KAPAA (1996)
 TU1923
 TU1923                         *CURRENT SURVEY CONTROL
 TU1923  ___________________________________________________________________
 TU1923* NAD 83(1993)-  22 05 22.04284(N)    159 18 49.11241(W)     ADJUSTED  
 TU1923* LOCAL TIDAL -                                                        
 TU1923  ___________________________________________________________________
 TU1923  EPOCH DATE  -        1993.62
 TU1923  LAPLACE CORR-         -14.82  (seconds)                    DEFLEC99
 TU1923  GEOID HEIGHT-          15.06  (meters)                     GEOID03
 TU1923
 TU1923  HORZ ORDER  -  THIRD
 TU1923
 TU1923.The horizontal coordinates were established by classical geodetic methods
 TU1923.and adjusted by the National Geodetic Survey in December 1998..
 TU1923.The horizontal coordinates are valid at the epoch date displayed above.
 TU1923.The epoch date for horizontal control is a decimal equivalence
 TU1923.of Year/Month/Day.
 TU1923
 TU1923
 TU1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1923
 TU1923.The geoid height was determined by GEOID03.
 TU1923
 TU1923;                    North         East     Units Scale Factor Converg.
 TU1923;SPC HI 4     -    28,371.916   519,231.433   MT  0.99999457   +0 04 12.3
 TU1923;UTM  04      - 2,442,761.876   467,645.800   MT  0.99961293   -0 07 04.6
 TU1923
 TU1923                          SUPERSEDED SURVEY CONTROL
 TU1923
 TU1923  NAD 83(1986)-  22 05 22.01189(N)    159 18 49.16972(W) AD(       ) 4
 TU1923  OLD HI      -  22 05 33.36100(N)    159 18 59.24600(W) AD(       ) 3
 TU1923
 TU1923.Superseded values are not recommended for survey control.
 TU1923.NGS no longer adjusts projects to the OLD HI datum.
 TU1923.See file dsdata.txt to determine how the superseded data were derived.
 TU1923
 TU1923_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6764642762(NAD 83)
 TU1923
 TU1923  HISTORY     - Date     Condition        Report By
 TU1923  HISTORY     - UNK      MONUMENTED
 TU1923  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1923
 TU1923                          STATION DESCRIPTION
 TU1923
 TU1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1923'STATION IS GONE.  ONE OF THE BUILDINGS OF THE KAPAA HIGH
 TU1923'SCHOOL NOW SETS ON THE APPROXIMATE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1026 ***********************************************************************
 TU1026  DESIGNATION -  TANK RESET
 TU1026  PID         -  TU1026
 TU1026  STATE/COUNTY-  HI/HONOLULU
 TU1026  USGS QUAD   -  KOKO HEAD (1983)
 TU1026
 TU1026                         *CURRENT SURVEY CONTROL
 TU1026  ___________________________________________________________________
 TU1026* NAD 83(1993)-  21 19 56.96787(N)    157 42 15.66262(W)     ADJUSTED  
 TU1026* LOCAL TIDAL -        48.6    (meters)     159.     (feet)  VERT ANG  
 TU1026  ___________________________________________________________________
 TU1026  EPOCH DATE  -        1993.62
 TU1026  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 TU1026  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1026
 TU1026  HORZ ORDER  -  SECOND
 TU1026
 TU1026.The horizontal coordinates were established by classical geodetic methods
 TU1026.and adjusted by the National Geodetic Survey in December 1998..
 TU1026.The horizontal coordinates are valid at the epoch date displayed above.
 TU1026.The epoch date for horizontal control is a decimal equivalence
 TU1026.of Year/Month/Day.
 TU1026
 TU1026.The orthometric height was determined by vertical angle observations.
 TU1026
 TU1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1026
 TU1026.The geoid height was determined by GEOID03.
 TU1026
 TU1026;                    North         East     Units Scale Factor Converg.
 TU1026;SPC HI 3     -    18,388.728   530,669.979   MT  1.00000162   +0 06 27.2
 TU1026;UTM  04      - 2,359,498.778   634,363.307   MT  0.99982309   +0 28 17.0
 TU1026
 TU1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1026!SPC HI 3     -   0.99998990  x   1.00000162  =   0.99999152
 TU1026!UTM  04      -   0.99998990  x   0.99982309  =   0.99981299
 TU1026
 TU1026|---------------------------------------------------------------------|
 TU1026| PID    Reference Object                     Distance      Geod. Az  |
 TU1026|                                                           dddmmss.s |
 TU1026| TU1025 TANK RM 1 RESET                      27.398 METERS 14357     |
 TU1026| CJ9055 TANK RM 2                            22.237 METERS 16958     |
 TU1026| TU1043 WAIMANALO RIDGE                     APPROX. 3.8 KM 3075926.5 |
 TU1026|---------------------------------------------------------------------|
 TU1026
 TU1026                          SUPERSEDED SURVEY CONTROL
 TU1026
 TU1026  NAD 83(1986)-  21 19 56.91764(N)    157 42 15.67044(W) AD(       ) 2
 TU1026  OLD HI      -  21 20 08.32686(N)    157 42 25.54351(W) AD(       ) 2
 TU1026
 TU1026.Superseded values are not recommended for survey control.
 TU1026.NGS no longer adjusts projects to the OLD HI datum.
 TU1026.See file dsdata.txt to determine how the superseded data were derived.
 TU1026
 TU1026_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3436359499(NAD 83)
 TU1026
 TU1026  HISTORY     - Date     Condition        Report By
 TU1026  HISTORY     - 1964     MONUMENTED       CGS
 TU1026  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 TU1026  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1026  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1026
 TU1026                          STATION DESCRIPTION
 TU1026
 TU1026'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (MCA)
 TU1026'THE WATER TANK APPARENTLY HAD BEEN REBUILT SOMETIME IN 1957,
 TU1026'ACCORDING TO INFORMATION FROM PEOPLE AROUND THE TANK.
 TU1026'
 TU1026'OBSERVATIONS PROVE THAT STELLAR AZIMUTH BETWEEN WAIMANALO RIDGE
 TU1026'AND TANK IS OFF 6 MINUTES.
 TU1026
 TU1026                          STATION RECOVERY (1964)
 TU1026
 TU1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1026'TWO CONCRETE, WATER RESERVOIRS WERE FOUND AT THE STATION SITE AND
 TU1026'EACH ONE HAD A CHISELED CROSS ON ITS FLAT TOP.  AN ANGLE CHECK
 TU1026'PROVED THE CROSS ON THE SMALLER AND LOWER ONE OF THE TWO RESERVOIRS
 TU1026'TO BE THE STATION MARK.  ACCORDING TO INFORMATION FROM THE HAWAII
 TU1026'STATE SURVEY OFFICE THE LARGER RESERVOIR WAS BUILT IN 1954 AND
 TU1026'THE CROSS ON IT WAS ESTABLISHED BY THAT OFFICE IN 1956, BUT NO
 TU1026'TIE WAS MADE BETWEEN THE TWO MARKS.
 TU1026'
 TU1026'THE STATION WAS RE-MARKED WITH A STANDARD STATION DISK AND THE
 TU1026'CROSS ON THE LARGER RESERVOIR WAS MARKED WITH A STANDARD REFERENCE
 TU1026'MARK DISK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1026'
 TU1026'STATION IS LOCATED 1/2 MILE WEST OF THE POST OFFICE IN WAIMANALO,
 TU1026'ON THE SUMMIT OF A LONG LOW HILL OF ABOUT 162 FEET ELEVATION, ON
 TU1026'THE NORTHWEST AND SMALLER ONE OF TWO GREEN, CONCRETE, WATER
 TU1026'RESERVOIRS, WHICH IS ALSO THE LOWER AND LESS CONSPICUOUS OF THE
 TU1026'TWO.
 TU1026'
 TU1026'TO REACH STATION FROM THE POST OFFICE IN WAIMANALO, GO NORTHWEST ON
 TU1026'STATE HIGHWAY 72 FOR 0.4 MILE.  TURN LEFT ON HIHIMANU STREET
 TU1026'AND GO 0.1 MILE TO CROSSROAD BY CHURCH.  CONTINUE AHEAD ON HIHIMANU
 TU1026'STREET, WHICH BECOMES A DIRT ROAD, FOR 0.25 MILE.  TURN LEFT ON
 TU1026'WAIKUPANAHA ST. AND GO 0.3 MILE TO GATE ON LEFT.  PASS THROUGH
 TU1026'GATE AND FOLLOW TRACK ROAD UP SLOPE FOR 0.25 MILE TO TOP OF HILL
 TU1026'AND THE RESERVOIRS INSIDE A WIRE MESH FENCE.
 TU1026'
 TU1026'THE RESERVOIR ON WHICH THE STATION IS LOCATED IS 38.3 FEET IN
 TU1026'DIAMETER AND HAS A SMALL GAUGE-HOUSE ON NORTHEAST EDGE OF
 TU1026'ROOF.  THE STATION MARK IS A STANDARD DISK STAMPED TANK 1952 1964,
 TU1026'CEMENTED IN A DRILL HOLE IN THE CONCRETE RESERVOIR TOP, AT CENTER
 TU1026'OF OLD CHISELED CROSS.  IT IS 11.4 FEET WEST-SOUTHWEST OF THE
 TU1026'NORTHWEST CORNER OF THE GAUGE-HOUSE, 15.5 FEET WEST OF THE
 TU1026'SOUTHWEST CORNER OF THE GAUGE-HOUSE, AND 7.25 FEET FROM CENTER
 TU1026'OF RESERVOIR, IN AZIMUTH 160 DEG 59 SEC.
 TU1026'
 TU1026'THE RESERVOIR ON WHICH THE REFERENCE MARK IS LOCATED IS 73.2
 TU1026'FEET IN DIAMETER AND HAS A SMALL GAUGE-HOUSE ON THE NORTHWEST
 TU1026'EDGE OF THE ROOF.  REFERENCE MARK IS A STANDARD DISK STAMPED
 TU1026'TANK 1952 NO 1 1964, CEMENTED IN A DRILL HOLE AT THE CENTER OF
 TU1026'THE CHISELED CROSS.  IT IS 6.15 FEET FROM CENTER OF RESERVOIR, IN
 TU1026'AZIMUTH 317 DEG 18 MIN AND IS 3.9 FEET HIGHER THAN THE STATION
 TU1026'MARK.
 TU1026
 TU1026                          STATION RECOVERY (1969)
 TU1026
 TU1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1026'STATION MARK AND REFERENCE NUMBER ONE WERE RECOVERED AND FOUND IN
 TU1026'GOOD CONDITION.  REFERENCE MARK NUMBER ONE WAS USED FOR THE STATION
 TU1026'MARK AS DID MR. HANSON IN 1964.  THE 1969 OBSERVATION FOLLOWS.
 TU1026'
 TU1026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1026'1/2 MILE WEST OF WAIMANALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1025 ***********************************************************************
 TU1025  DESIGNATION -  TANK RM 1 RESET
 TU1025  PID         -  TU1025
 TU1025  STATE/COUNTY-  HI/HONOLULU
 TU1025  USGS QUAD   -  KOKO HEAD (1983)
 TU1025
 TU1025                         *CURRENT SURVEY CONTROL
 TU1025  ___________________________________________________________________
 TU1025* NAD 83(1993)-  21 19 56.24760(N)    157 42 15.10315(W)     ADJUSTED  
 TU1025* LOCAL TIDAL -        49.8    (meters)     163.     (feet)  VERT ANG  
 TU1025  ___________________________________________________________________
 TU1025  EPOCH DATE  -        1993.62
 TU1025  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 TU1025  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1025
 TU1025  HORZ ORDER  -  FIRST
 TU1025
 TU1025.The horizontal coordinates were established by classical geodetic methods
 TU1025.and adjusted by the National Geodetic Survey in December 1998..
 TU1025.The horizontal coordinates are valid at the epoch date displayed above.
 TU1025.The epoch date for horizontal control is a decimal equivalence
 TU1025.of Year/Month/Day.
 TU1025
 TU1025.The orthometric height was determined by vertical angle observations.
 TU1025
 TU1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1025
 TU1025.The geoid height was determined by GEOID03.
 TU1025
 TU1025;                    North         East     Units Scale Factor Converg.
 TU1025;SPC HI 3     -    18,366.606   530,686.142   MT  1.00000163   +0 06 27.4
 TU1025;UTM  04      - 2,359,476.762   634,379.607   MT  0.99982314   +0 28 17.2
 TU1025
 TU1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1025!SPC HI 3     -   0.99998971  x   1.00000163  =   0.99999134
 TU1025!UTM  04      -   0.99998971  x   0.99982314  =   0.99981285
 TU1025
 TU1025|---------------------------------------------------------------------|
 TU1025| PID    Reference Object                     Distance      Geod. Az  |
 TU1025|                                                           dddmmss.s |
 TU1025| CJ9055 TANK RM 2                            12.249 METERS 27113     |
 TU1025| TU1026 TANK RESET                           27.398 METERS 32357     |
 TU1025| TU1054 US MON 1                            APPROX. 5.6 KM 3433109.2 |
 TU1025|---------------------------------------------------------------------|
 TU1025
 TU1025                          SUPERSEDED SURVEY CONTROL
 TU1025
 TU1025  NAD 83(1986)-  21 19 56.19738(N)    157 42 15.11098(W) AD(       ) 1
 TU1025  OLD HI      -  21 20 07.60661(N)    157 42 24.98399(W) AD(       ) 1
 TU1025
 TU1025.Superseded values are not recommended for survey control.
 TU1025.NGS no longer adjusts projects to the OLD HI datum.
 TU1025.See file dsdata.txt to determine how the superseded data were derived.
 TU1025
 TU1025_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3438059477(NAD 83)
 TU1025_MARKER: Z = SEE DESCRIPTION
 TU1025_SETTING: 0 = UNSPECIFIED SETTING
 TU1025
 TU1025  HISTORY     - Date     Condition        Report By
 TU1025  HISTORY     - 1964     MONUMENTED       CGS
 TU1025  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1025
 TU1025                          STATION DESCRIPTION
 TU1025
 TU1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1025'STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE POST OFFICE IN
 TU1025'WAIMANALO, ON THE SUMMIT OF A LONG LOW HILL OF ABOUT 162 FEET
 TU1025'ELEVATION, ON THE SOUTHEAST AND LARGER ONE OF TWO GREEN, CONCRETE,
 TU1025'WATER RESERVOIRS.  THIS RESERVOIR IS ALSO THE HIGHER AND MORE
 TU1025'PROMINENT ONE.  IT IS 73.2 FEET IN DIAMETER AND IS ABOUT 4 FEET
 TU1025'HIGHER THAN THE SMALLER RESERVOIR, ON WHICH STATION TANK 1952 IS
 TU1025'LOCATED.  THERE IS A SMALL GAUGE-HOUSE ON THE NORTHWEST EDGE OF
 TU1025'THE FLAT TOP OF THE RESERVOIR, MEASURING 4-1/2 X 7-1/2 FEET,
 TU1025'AND 7 FEET HIGH.
 TU1025'
 TU1025'TO REACH STATION FROM THE POST OFFICE IN WAIMANALO, GO NORTHWEST ON
 TU1025'STATE HIGHWAY 72 FOR 0.4 MILE.  TURN LEFT ON HIHIMANU STREET
 TU1025'AND GO 0.1 MILE TO CROSSROAD BY CHURCH.  CONTINUE AHEAD ON HIHIMANU
 TU1025'STREET, WHICH BECOMES A DIRT ROAD, FOR 0.25 MILE.  TURN LEFT ON
 TU1025'WAIKUPANAHA ST. AND GO 0.3 MILE TO GATE ON LEFT.  PASS THROUGH
 TU1025'GATE AND FOLLOW TRACK ROAD UP SLOPE FOR 0.25 MILE TO TOP OF HILL
 TU1025'AND THE RESERVOIRS INSIDE A WIRE MESH FENCE.
 TU1025'
 TU1025'THE STATION IS MARKED WITH A STANDARD REFERENCE MARK DISK,
 TU1025'STAMPED TANK 1952 NO 1 1964, CEMENTED IN A DRILL HOLE IN THE
 TU1025'CONCRETE TOP OF THE RESERVOIR, AT THE EXACT CENTER OF A 3-INCH,
 TU1025'CHISELED CROSS.  IT IS 6.15 FEET FROM THE CENTER OF THE RESERVOIR,
 TU1025'IN AZIMUTH 317 DEG 17 MIN 48 SEC.
 TU1025'
 TU1025'NOTE--THE CHISELED CROSS WAS ESTABLISHED IN 1956 BY THE HAWAII
 TU1025'STATE SURVEY.
 TU1025'
 TU1025'TANK 1952 IS A STANDARD DISK, STAMPED TANK 1952 1964, CEMENTED
 TU1025'IN A DRILL HOLE IN THE CONCRETE TOP OF THE SMALLER RESERVOIR, AT
 TU1025'THE CENTER OF A 3-INCH, CHISELED CROSS THAT ORIGINALLY MARKED THE
 TU1025'STATION.  IT IS 7.25 FEET FROM THE CENTER OF THE RESERVOIR, IN
 TU1025'AZIMUTH 160 DEG 59 MIN.
 TU1025
 TU1025                          STATION RECOVERY (1969)
 TU1025
 TU1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1025'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 TU1025'GOOD CONDITION.  REFERENCE MARK 1 WAS USED FOR THE STATION MARK
 TU1025'IN 1964 BY MR. HANSON AND WAS USED BY THIS PARTY IN 1969.  THE
 TU1025'SMALLER TANK ON WHICH THE STATION MARK IS LOCATED IS LOWER AND
 TU1025'COULD NOT SEE STATE SURVEY MARK 4-2 WITHOUT LOSING A LOT OF MAN
 TU1025'HOURS SO A TRAVERSE WAS MADE TO REFERENCE MARK 1.  REFERENCE
 TU1025'MARK 2 WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 TU1025'DESCRIPTION FOLLOWS.
 TU1025'
 TU1025'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF WAIMANALO, ON THE TOP
 TU1025'OF A LOW HILL ON WHICH TWO RESERVOIRS ARE LOCATED, REFERENCE
 TU1025'MARK 1 IS LOCATED ON THE LARGEST OF THE TWO RESERVOIRS.  THIS MARK
 TU1025'IS BEING USED FOR THE STATION.
 TU1025'
 TU1025'TO REACH FROM THE POST OFFICE IN WAIMANALO, GO NORTHWEST ON STATE
 TU1025'HIGHWAY 72 FOR 0.4 MILE TO HIHIMANU STREET, TURN LEFT ON HIHIMANU
 TU1025'STREET AND GO WESTERLY FOR 0.1 MILE TO A CROSS STREET AND A CHURCH
 TU1025'ON THE RIGHT, CONTINUE WEST-NORTHWEST ON HIHUMANU STREET FOR
 TU1025'0.25 MILE TO SIDE STREET ON THE LEFT (WAIKAUANAHA STREET).  TURN
 TU1025'LEFT ON WAIKAUANAHA STREET AND GO WESTERLY FOR 0.3 MILE TO A
 TU1025'GATE ON THE LEFT, TURN LEFT AND PASS THROUGH GATE AND GO SOUTHERLY
 TU1025'FOR 0.25 MILE TO TOP OF HILL AND A CYCLONE FENCE AROUND TWO WATER
 TU1025'RESERVOIRS AND STATION ON TOP OF THE TOP OF THE LARGEST OF TWO
 TU1025'RESERVOIRS.
 TU1025'
 TU1025'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED TANK 1952 RM
 TU1025'NO 1 1964 CEMENTED IN A DRILL HOLE ON THE TOP OF A CONCRETE
 TU1025'RESERVOIR WHICH IS THE TALLEST OF TWO RESERVOIRS.  IT IS 6.5
 TU1025'FEET SOUTH OF THE CENTER OF THE RESERVOIR AND 30.5 FEET SOUTH OF
 TU1025'THE CENTER OF A SMALL BUILDING ON THE NORTH END OF THE RESERVOIR.
 TU1025'
 TU1025'TANK 1952 IS A STANDARD DISK STAMPED TANK 1952 1964 CEMENTED IN A
 TU1025'DRILL HOLE ON THE TOP OF THE SMALLEST ONE OF TWO RESERVOIRS.  IT
 TU1025'IS 7.2 FEET SOUTH OF THE CENTER OF THE RESERVOIR.
 TU1025'
 TU1025'REFERENCE MARK 2 IS A STANDARD DISK STAMPED TANK NO 2 1964 1969
 TU1025'CEMENTED IN A DRILL HOLE SET ON THE TOP OF A RIM AROUND THE
 TU1025'LARGEST ONE OF TWO RESERVOIRS.  IT IS 28.6 FEET SOUTHWEST OF THE
 TU1025'CENTER OF A SMALL BUILDING ON THE NORTH SIDE OF THE RESERVOIR,
 TU1025'15.4 FEET WEST OF THE NORTHWEST MANHOLE AND 0.25 FEET EAST OF THE
 TU1025'WEST EDGE OF THE RESERVOIR.
 TU1025'
 TU1025'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1025'
 TU1025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1025'1/2 MILE WEST OF WAIMANALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2579 ***********************************************************************
 TU2579  DESIGNATION -  TARGET 1928
 TU2579  PID         -  TU2579
 TU2579  STATE/COUNTY-  HI/HAWAII
 TU2579  USGS QUAD   -  KEALAKEKUA (1996)
 TU2579
 TU2579                         *CURRENT SURVEY CONTROL
 TU2579  ___________________________________________________________________
 TU2579* NAD 83(1993)-  19 33 17.37393(N)    155 57 56.68632(W)     ADJUSTED  
 TU2579* LOCAL TIDAL -         5.     (meters)      16.     (feet)  SCALED    
 TU2579  ___________________________________________________________________
 TU2579  EPOCH DATE  -        1993.62
 TU2579  LAPLACE CORR-          25.11  (seconds)                    DEFLEC99
 TU2579  GEOID HEIGHT-          19.39  (meters)                     GEOID03
 TU2579
 TU2579  HORZ ORDER  -  THIRD
 TU2579
 TU2579.The horizontal coordinates were established by classical geodetic methods
 TU2579.and adjusted by the National Geodetic Survey in December 1998..
 TU2579.The horizontal coordinates are valid at the epoch date displayed above.
 TU2579.The epoch date for horizontal control is a decimal equivalence
 TU2579.of Year/Month/Day.
 TU2579
 TU2579.The orthometric height was scaled from a topographic map.
 TU2579
 TU2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2579
 TU2579.The geoid height was determined by GEOID03.
 TU2579
 TU2579;                    North         East     Units Scale Factor Converg.
 TU2579;SPC HI 1     -    79,929.042   451,126.677   MT  0.99999618   -0 09 21.2
 TU2579;UTM  05      - 2,164,917.119   188,796.076   MT  1.00079729   -0 59 36.5
 TU2579;UTM  04      - 2,165,043.311   818,397.809   MT  1.00085329   +1 00 59.2
 TU2579
 TU2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2579!SPC HI 1     -   0.99999617  x   0.99999618  =   0.99999235
 TU2579!UTM  05      -   0.99999617  x   1.00079729  =   1.00079345
 TU2579!UTM  04      -   0.99999617  x   1.00085329  =   1.00084945
 TU2579
 TU2579                          SUPERSEDED SURVEY CONTROL
 TU2579
 TU2579  NAD 83(1986)-  19 33 17.37161(N)    155 57 56.71807(W) AD(       ) 3
 TU2579  OLD HI      -  19 33 28.26500(N)    155 58 06.75200(W) AD(       ) 3
 TU2579
 TU2579.Superseded values are not recommended for survey control.
 TU2579.NGS no longer adjusts projects to the OLD HI datum.
 TU2579.See file dsdata.txt to determine how the superseded data were derived.
 TU2579
 TU2579_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB8879664917(NAD 83)
 TU2579
 TU2579  HISTORY     - Date     Condition        Report By
 TU2579  HISTORY     - 1928     MONUMENTED       CGS
 TU2579  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2579
 TU2579                          STATION DESCRIPTION
 TU2579
 TU2579'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (TJM)
 TU2579'ON WESTERN COAST OF HAWAII ISLAND, ON SOUTH SIDE OF ENTRANCE TO
 TU2579'KEAUHOU BAY AND TO THE SOUTHWARD OF STATION POINT ON LOW LAVA
 TU2579'POINT.  MARKED BY THE TERRITORIAL SURVEY WITH CEMENT BASE
 TU2579'WITH PIECE OF 1/2-INCH GALVANIZED IRON PIPE PROJECTING ABOVE
 TU2579'ITS TOP.  FURTHER DESCRIPTION MAY BE OBTAINED FROM TERRITORIAL
 TU2579'SURVEY.
 TU2579
 TU2579                          STATION RECOVERY (1968)
 TU2579
 TU2579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2579'STATION WAS RECOVERED BY INVERSE FROM STATION KEAUHOU COAST 1948
 TU2579'AND FOUND TO BE MARKED BY A 1-INCH-SQUARE CHISELED HOLE 1 INCH
 TU2579'DEEP, IN BEDROCK, WITH A 3-FOOT CAIRN OVER IT, INSTEAD OF BEING
 TU2579'MARKED BY A 1/2-INCH PIPE IN CONCRETE, AS PREVIOUSLY DESCRIBED.
 TU2579'
 TU2579'LOCATED ABOUT 6 MILES SOUTH OF KAILUA, 3 MILES NORTHWEST OF
 TU2579'KAINALIU AND 591.35 FEET NORTHEAST OF STATION KEAUHOU COAST 1948,
 TU2579'ON THE SOUTHWEST END OF A LOW, BARE, BLACK LAVA HOGBACK RIDGE
 TU2579'SETTING BETWEEN TWO FAIRWAYS OF A GOLF COURSE, 290 FEET
 TU2579'NORTHEAST OF THE 3RD HOLE.
 TU2579'
 TU2579'LISTED BELOW IS A COMPARISON OF THE INVERSE ANGLE AND DISTANCE FROM
 TU2579'KEAUHOU COAST.
 TU2579'
 TU2579'INSTRUMENT SET OVER KEAUHOU COAST--
 TU2579'
 TU2579'PUU OHAU (HGS) 1883 00 00 00.0
 TU2579'
 TU2579'COMPUTED ANGLE - - TARGET 230 59 32.8
 TU2579'
 TU2579'OBSERVED ANGLE - - TARGET 230 59 30.0
 TU2579'
 TU2579'COMPUTED DISTANCE - 591.2 FT.  TAPED DISTANCE 591.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0699 ***********************************************************************
 TU0699  DESIGNATION -  TARGET 324101
 TU0699  PID         -  TU0699
 TU0699  STATE/COUNTY-  HI/KAUAI
 TU0699  USGS QUAD   -  KEKAHA (1983)
 TU0699
 TU0699                         *CURRENT SURVEY CONTROL
 TU0699  ___________________________________________________________________
 TU0699* NAD 83(1986)-  22 01 52.     (N)    159 47 04.     (W)     SCALED    
 TU0699* LOCAL TIDAL -        19.157  (meters)      62.85   (feet)  ADJ UNCH  
 TU0699  ___________________________________________________________________
 TU0699  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0699
 TU0699  VERT ORDER  -  SECOND    CLASS 0
 TU0699
 TU0699.The horizontal coordinates were scaled from a topographic map and have
 TU0699.an estimated accuracy of +/- 6 seconds.
 TU0699
 TU0699.The orthometric height was key entered from printed documents
 TU0699.and not key verified.
 TU0699
 TU0699.The geoid height was determined by GEOID03.
 TU0699
 TU0699;                    North         East    Units  Estimated Accuracy
 TU0699;SPC HI 4     -    21,930.      470,630.      MT  (+/- 180 meters Scaled)
 TU0699
 TU0699                          SUPERSEDED SURVEY CONTROL
 TU0699
 TU0699.No superseded survey control is available for this station.
 TU0699
 TU0699_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK190364(NAD 83)
 TU0699_MARKER: Z = SEE DESCRIPTION
 TU0699_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0699_SP_SET: BUILDING
 TU0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0699
 TU0699  HISTORY     - Date     Condition        Report By
 TU0699  HISTORY     - UNK      MONUMENTED       CGS
 TU0699  HISTORY     - 1965     GOOD             NGS
 TU0699
 TU0699                          STATION DESCRIPTION
 TU0699
 TU0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 TU0699'7.40 MI NW FROM KEKAHA.
 TU0699'6.55 MILES NORTHWEST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF STATE
 TU0699'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 0.4 MILE WEST ALONG THE LEFT FORK
 TU0699'TO THE MAIN GATE AT BONHAM AUXILIARY LANDING FIELD, THENCE 0.45 MILE
 TU0699'WEST AND SOUTH ON AN OILED ROAD TO THE CONTROL TOWER, A 4-FOOT SQUARE
 TU0699'PLYWOOD TARGET WHICH IS PAINTED RED AND WHITE, BOLTED ON THE SOUTHEAST
 TU0699'CORNER OF THE RAIL ON THE BONHAM AUXILIARY LANDING FIELD CONTROL
 TU0699'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2322 ***********************************************************************
 TU2322  DESIGNATION -  TELECOM 1978
 TU2322  PID         -  TU2322
 TU2322  STATE/COUNTY-  HI/HAWAII
 TU2322  USGS QUAD   -  MAUNA KEA (1982)
 TU2322
 TU2322                         *CURRENT SURVEY CONTROL
 TU2322  ___________________________________________________________________
 TU2322* NAD 83(1993)-  19 49 22.14516(N)    155 28 10.15416(W)     ADJUSTED  
 TU2322* LOCAL TIDAL -      4201.9    (meters)   13786.     (feet)  VERT ANG  
 TU2322  ___________________________________________________________________
 TU2322  EPOCH DATE  -        1993.62
 TU2322  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 TU2322  GEOID HEIGHT-          26.32  (meters)                     GEOID03
 TU2322
 TU2322  HORZ ORDER  -  SECOND
 TU2322
 TU2322.The horizontal coordinates were established by classical geodetic methods
 TU2322.and adjusted by the National Geodetic Survey in December 1998..
 TU2322.The horizontal coordinates are valid at the epoch date displayed above.
 TU2322.The epoch date for horizontal control is a decimal equivalence
 TU2322.of Year/Month/Day.
 TU2322
 TU2322.The orthometric height was determined by vertical angle observations.
 TU2322
 TU2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2322
 TU2322.The geoid height was determined by GEOID03.
 TU2322
 TU2322;                    North         East     Units Scale Factor Converg.
 TU2322;SPC HI 1     -   109,528.685   503,196.520   MT  0.99996679   +0 00 37.3
 TU2322;UTM  05      - 2,193,765.742   241,328.830   MT  1.00042710   -0 50 16.4
 TU2322
 TU2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2322!SPC HI 1     -   0.99933580  x   0.99996679  =   0.99930261
 TU2322!UTM  05      -   0.99933580  x   1.00042710  =   0.99976261
 TU2322
 TU2322                          SUPERSEDED SURVEY CONTROL
 TU2322
 TU2322  NAD 83(1986)-  19 49 22.12579(N)    155 28 10.18074(W) AD(       ) 2
 TU2322  OLD HI      -  19 49 33.09101(N)    155 28 20.17969(W) AD(       ) 2
 TU2322
 TU2322.Superseded values are not recommended for survey control.
 TU2322.NGS no longer adjusts projects to the OLD HI datum.
 TU2322.See file dsdata.txt to determine how the superseded data were derived.
 TU2322
 TU2322_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB4132993766(NAD 83)
 TU2322_MARKER: Z = SEE DESCRIPTION
 TU2322_SETTING: 0 = UNSPECIFIED SETTING
 TU2322
 TU2322  HISTORY     - Date     Condition        Report By
 TU2322  HISTORY     - 1977     MONUMENTED       NGS
 TU2322
 TU2322                          STATION DESCRIPTION
 TU2322
 TU2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2322'STATION IS LOCATED NEAR THE SUMMIT OF MAUNA KEA MOUNTAIN, NEAR
 TU2322'THE SOUTHWEST CORNER OF THE UNIVERSITY OF HAWAII OBSERVATORY AND IN
 TU2322'A CONCRETE SIDEWALK THAT RUNS ALONG THE WEST SIDE OF THE
 TU2322'OBSERVATORY.
 TU2322'
 TU2322'TO REACH THE STATION FROM THE POST OFFICE IN HILO, GO WESTERLY ON
 TU2322'STATE HIGHWAY 20 FOR 27.3 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT
 TU2322'AND GO NORTHERLY ON THE PAVED ROAD (WHICH TURNS INTO GRAVEL AT
 TU2322'ABOUT THE 9000 FOOT LEVEL) TO THE SUMMIT, UNIVERSITY OF HAWAII
 TU2322'OBSERVATORY AND THE STATION AS DESCRIBED.
 TU2322'
 TU2322'THE STATION IS A CHISELED CROSS IN A CONCRETE SIDEWALK THAT RUNS
 TU2322'ALONG THE WEST SIDE OF THE OBSERVATORY.  IT IS 10.3 FEET SOUTH OF
 TU2322'THE TOP OF A CONCRETE STEP, 5.7 FEET NORTHWEST OF THE SOUTHWEST
 TU2322'CORNER OF THE OBSERVATORY, 0.9 FOOT WEST OF THE EAST EDGE OF THE
 TU2322'SIDEWALK AND 0.04 FOOT NORTH OF A GAP IN THE CONCRETE THAT MARKS
 TU2322'A SECTION OF THE WALK.  (NOTE DESC.)
 TU2322'
 TU2322'NOTE--THIS STATION WAS MARKED AND USED BY THE U.S. DEPARTMENT OF
 TU2322'COMMERCE, OFFICE OF TELECOMMUNICATIONS, INSTITUTE FOR
 TU2322'TELECOMMUNICATIONS SCIENCES, BOULDER, COLORADO.
 TU2322'
 TU2322'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2322'
 TU2322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2322'28 MILES NORTHWEST OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0801 ***********************************************************************
 TU0801  DESIGNATION -  TELTRAC BORESIGHT
 TU0801  PID         -  TU0801
 TU0801  STATE/COUNTY-  HI/KAUAI
 TU0801  USGS QUAD   -  MAKAHA POINT (1983)
 TU0801
 TU0801                         *CURRENT SURVEY CONTROL
 TU0801  ___________________________________________________________________
 TU0801* NAD 83(1986)-  22 06 48.     (N)    159 40 11.     (W)     SCALED    
 TU0801* LOCAL TIDAL -      1154.934  (meters)    3789.15   (feet)  ADJ UNCH  
 TU0801  ___________________________________________________________________
 TU0801  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0801
 TU0801  VERT ORDER  -  SECOND    CLASS 0
 TU0801
 TU0801.The horizontal coordinates were scaled from a topographic map and have
 TU0801.an estimated accuracy of +/- 6 seconds.
 TU0801
 TU0801.The orthometric height was key entered from printed documents
 TU0801.and not key verified.
 TU0801
 TU0801.The geoid height was determined by GEOID03.
 TU0801
 TU0801;                    North         East    Units  Estimated Accuracy
 TU0801;SPC HI 4     -    31,010.      482,490.      MT  (+/- 180 meters Scaled)
 TU0801
 TU0801                          SUPERSEDED SURVEY CONTROL
 TU0801
 TU0801.No superseded survey control is available for this station.
 TU0801
 TU0801_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK309455(NAD 83)
 TU0801_MARKER: Z = SEE DESCRIPTION
 TU0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0801_SP_SET: POLE
 TU0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0801
 TU0801  HISTORY     - Date     Condition        Report By
 TU0801  HISTORY     - UNK      MONUMENTED       DOD
 TU0801  HISTORY     - 1964     GOOD             NGS
 TU0801
 TU0801                          STATION DESCRIPTION
 TU0801
 TU0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 TU0801'1.5 MI S FROM KOKEE PARK HEADQUARTERS.
 TU0801'1.35 MILES SOUTH FROM THE KOKEE PARK HEADQUARTERS, THENCE LEFT FOR
 TU0801'0.15 MILE TO THE PACIFIC MISSILE RANGE, KOKEE PARK COMPOUND, THENCE
 TU0801'LEFT FOR 0.05 MILE TO THE ANTENNA POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2143 ***********************************************************************
 TU2143  DESIGNATION -  TEMPLE
 TU2143  PID         -  TU2143
 TU2143  STATE/COUNTY-  HI/HAWAII
 TU2143  USGS QUAD   -  PAPAIKOU (1994)
 TU2143
 TU2143                         *CURRENT SURVEY CONTROL
 TU2143  ___________________________________________________________________
 TU2143* NAD 83(1993)-  19 47 26.77473(N)    155 05 39.24867(W)     ADJUSTED  
 TU2143* LOCAL TIDAL -                                                        
 TU2143  ___________________________________________________________________
 TU2143  EPOCH DATE  -        1993.62
 TU2143  LAPLACE CORR-         -19.41  (seconds)                    DEFLEC99
 TU2143  GEOID HEIGHT-          18.12  (meters)                     GEOID03
 TU2143
 TU2143  HORZ ORDER  -  THIRD
 TU2143
 TU2143.The horizontal coordinates were established by classical geodetic methods
 TU2143.and adjusted by the National Geodetic Survey in December 1998..
 TU2143.The horizontal coordinates are valid at the epoch date displayed above.
 TU2143.The epoch date for horizontal control is a decimal equivalence
 TU2143.of Year/Month/Day.
 TU2143
 TU2143
 TU2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2143
 TU2143.The geoid height was determined by GEOID03.
 TU2143
 TU2143;                    North         East     Units Scale Factor Converg.
 TU2143;SPC HI 1     -   106,031.788   542,516.727   MT  0.99998900   +0 08 14.6
 TU2143;UTM  05      - 2,189,686.280   280,606.094   MT  1.00019497   -0 42 33.7
 TU2143
 TU2143                          SUPERSEDED SURVEY CONTROL
 TU2143
 TU2143  NAD 83(1986)-  19 47 26.74523(N)    155 05 39.26410(W) AD(       ) 4
 TU2143  OLD HI      -  19 47 37.69000(N)    155 05 49.23000(W) AD(       ) 3
 TU2143
 TU2143.Superseded values are not recommended for survey control.
 TU2143.NGS no longer adjusts projects to the OLD HI datum.
 TU2143.See file dsdata.txt to determine how the superseded data were derived.
 TU2143
 TU2143_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8060689686(NAD 83)
 TU2143
 TU2143  HISTORY     - Date     Condition        Report By
 TU2143  HISTORY     - 1912     MONUMENTED       CGS
 TU2143  HISTORY     - 1964     SEE DESCRIPTION  USGS
 TU2143  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2143
 TU2143                          STATION DESCRIPTION
 TU2143
 TU2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (ERH)
 TU2143'ON EAST SIDE OF HAWAII, ABOUT 1/2 MILE NORTH OF PAPAIKOU, 400 METERS
 TU2143'FROM THE SEA, AND MIDWAY BETWEEN THE RAILROAD AND THE WAGON ROAD,
 TU2143'AND IN THE ANGLE FORMED BY THEIR CROSSING 100 METERS TO THE NORTH,
 TU2143'A JAPANESE TEMPLE, BUDDHIST, TWO STORIES HIGH AND ABOUT 10 METERS
 TU2143'SQUARE.  THIS BUILDING IS ON THE INSHORE SIDE OF AND CLOSE TO THE
 TU2143'RAILROAD.  IT IS UNPAINTED, OF CHARACTERISTIC JAPANESE
 TU2143'ARCHITECTURE, AND ITS ROOF RIDGE PARALLELS THE COAST.  THE STATION
 TU2143'IS ITS SOUTH GABLE.
 TU2143
 TU2143                          STATION RECOVERY (1964)
 TU2143
 TU2143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 TU2143'STATION DESTROYED.  JAPANESE TEMPLE IS NO LONGER THERE.
 TU2143
 TU2143                          STATION RECOVERY (1966)
 TU2143
 TU2143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2143'STATION IS DESTROYED.  THE TEMPLE WAS LOCATED UPON THE GROUNDS
 TU2143'NOW OCCUPIED BY BUILDINGS OF THE KALANIANAOLE INTERMEDIATE SCHOOL
 TU2143'AT PAPAIKOU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1415 ***********************************************************************
 TU1415  DESIGNATION -  TEN
 TU1415  PID         -  TU1415
 TU1415  STATE/COUNTY-  HI/HONOLULU
 TU1415  USGS QUAD   -  PEARL HARBOR (1983)
 TU1415
 TU1415                         *CURRENT SURVEY CONTROL
 TU1415  ___________________________________________________________________
 TU1415* NAD 83(1993)-  21 21 24.84465(N)    157 57 15.55624(W)     ADJUSTED  
 TU1415* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1415  ___________________________________________________________________
 TU1415  EPOCH DATE  -        1993.62
 TU1415  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 TU1415  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1415
 TU1415  HORZ ORDER  -  SECOND
 TU1415
 TU1415.The horizontal coordinates were established by classical geodetic methods
 TU1415.and adjusted by the National Geodetic Survey in December 1998..
 TU1415.The horizontal coordinates are valid at the epoch date displayed above.
 TU1415.The epoch date for horizontal control is a decimal equivalence
 TU1415.of Year/Month/Day.
 TU1415
 TU1415.The orthometric height was scaled from a topographic map.
 TU1415
 TU1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1415
 TU1415.The geoid height was determined by GEOID03.
 TU1415
 TU1415;                    North         East     Units Scale Factor Converg.
 TU1415;SPC HI 3     -    21,063.340   504,737.817   MT  0.99999028   +0 00 59.9
 TU1415;UTM  04      - 2,362,008.044   608,420.171   MT  0.99974526   +0 22 51.1
 TU1415
 TU1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1415!SPC HI 3     -   0.99999739  x   0.99999028  =   0.99998767
 TU1415!UTM  04      -   0.99999739  x   0.99974526  =   0.99974265
 TU1415
 TU1415|---------------------------------------------------------------------|
 TU1415| PID    Reference Object                     Distance      Geod. Az  |
 TU1415|                                                           dddmmss.s |
 TU1415| CJ9061 TEN RM 1                              7.884 METERS 11323     |
 TU1415| CJ9062 TEN RM 2                              4.998 METERS 21025     |
 TU1415|---------------------------------------------------------------------|
 TU1415
 TU1415                          SUPERSEDED SURVEY CONTROL
 TU1415
 TU1415  NAD 83(1986)-  21 21 24.79382(N)    157 57 15.56615(W) AD(       ) 2
 TU1415  OLD HI      -  21 21 36.16700(N)    157 57 25.44500(W) AD(       ) 2
 TU1415
 TU1415.Superseded values are not recommended for survey control.
 TU1415.NGS no longer adjusts projects to the OLD HI datum.
 TU1415.See file dsdata.txt to determine how the superseded data were derived.
 TU1415
 TU1415_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0842062008(NAD 83)
 TU1415_MARKER: Z = SEE DESCRIPTION
 TU1415_SETTING: 0 = UNSPECIFIED SETTING
 TU1415
 TU1415  HISTORY     - Date     Condition        Report By
 TU1415  HISTORY     - 1960     MONUMENTED       USN
 TU1415  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU1415  HISTORY     - 20030716 MARK NOT FOUND   GEOCAC
 TU1415
 TU1415                          STATION DESCRIPTION
 TU1415
 TU1415'DESCRIBED BY US NAVY 1960 (WRP)
 TU1415'STATION IS LOCATED IN THE PEARL HARBOR SHIPYARD, NEAR THE NORTHEAST
 TU1415'END OF BIRTH 3.
 TU1415'
 TU1415'THE STATION MARK IS A UNITED STATES NAVY BRONZE DISK, STAMPED TEN,
 TU1415'CEMENTED IN A DRILL HOLE IN CONCRETE.  IT IS 8 FEET SOUTHWEST OF THE
 TU1415'NORTHEAST CORNER OF THE PIER AND 2 FEET SOUTHEAST OF THE NORTHWEST
 TU1415'EDGE OF THE PIER.
 TU1415'
 TU1415'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TEN USN NO 1 1960,
 TU1415'CEMENTED IN A DRILL HOLE IN CONCRETE.  IT IS 27 FEET SOUTHEAST OF
 TU1415'THE NORTHEAST CORNER OF THE PIER.
 TU1415'
 TU1415'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TEN USN NO 2 1960,
 TU1415'CEMENTED IN A DRILL HOLE IN CONCRETE.  IT IS 2 FEET SOUTHEAST OF
 TU1415'THE NORTHWEST EDGE OF THE PIER.
 TU1415
 TU1415                          STATION RECOVERY (1967)
 TU1415
 TU1415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RHA)
 TU1415'BERTH 3 IS BEING RECONSTRUCTED.  STATION HAS BEEN
 TU1415'DESTROYED.  REFERENCE MARKS 1 AND 2 HAVE ALSO BEEN DESTROYED.
 TU1415
 TU1415                          STATION RECOVERY (2003)
 TU1415
 TU1415'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU1415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3088 ***********************************************************************
 TU3088  DESIGNATION -  THIRTY
 TU3088  PID         -  TU3088
 TU3088  STATE/COUNTY-  HI/MAUI
 TU3088  USGS QUAD   -  MAALAEA (1996)
 TU3088
 TU3088                         *CURRENT SURVEY CONTROL
 TU3088  ___________________________________________________________________
 TU3088* NAD 83(1993)-  20 49 21.32202(N)    156 33 43.86842(W)     ADJUSTED  
 TU3088* LOCAL TIDAL -       982.6    (meters)    3224.     (feet)  VERT ANG  
 TU3088  ___________________________________________________________________
 TU3088  EPOCH DATE  -        1993.62
 TU3088  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 TU3088  GEOID HEIGHT-          16.64  (meters)                     GEOID03
 TU3088
 TU3088  HORZ ORDER  -  FIRST
 TU3088
 TU3088.The horizontal coordinates were established by classical geodetic methods
 TU3088.and adjusted by the National Geodetic Survey in December 1998..
 TU3088.The horizontal coordinates are valid at the epoch date displayed above.
 TU3088.The epoch date for horizontal control is a decimal equivalence
 TU3088.of Year/Month/Day.
 TU3088
 TU3088.The orthometric height was determined by vertical angle observations.
 TU3088
 TU3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3088
 TU3088.The geoid height was determined by GEOID03.
 TU3088
 TU3088;                    North         East     Units Scale Factor Converg.
 TU3088;SPC HI 2     -    54,168.044   510,875.357   MT  0.99996813   +0 02 13.7
 TU3088;UTM  04      - 2,304,432.822   753,714.920   MT  1.00039559   +0 52 01.4
 TU3088
 TU3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3088!SPC HI 2     -   0.99984296  x   0.99996813  =   0.99981110
 TU3088!UTM  04      -   0.99984296  x   1.00039559  =   1.00023849
 TU3088
 TU3088|---------------------------------------------------------------------|
 TU3088| PID    Reference Object                     Distance      Geod. Az  |
 TU3088|                                                           dddmmss.s |
 TU3088| CN6166 THIRTY RM 1                           4.344 METERS 03210     |
 TU3088| TU3087 ANU                                 APPROX. 1.5 KM 0944704.4 |
 TU3088| CN6167 THIRTY RM 2                           6.313 METERS 15005     |
 TU3088|---------------------------------------------------------------------|
 TU3088
 TU3088                          SUPERSEDED SURVEY CONTROL
 TU3088
 TU3088  NAD 83(1986)-  20 49 21.28509(N)    156 33 43.84968(W) AD(       ) 1
 TU3088  OLD HI      -  20 49 32.81400(N)    156 33 54.01300(W) AD(       ) 1
 TU3088
 TU3088.Superseded values are not recommended for survey control.
 TU3088.NGS no longer adjusts projects to the OLD HI datum.
 TU3088.See file dsdata.txt to determine how the superseded data were derived.
 TU3088
 TU3088_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5371504433(NAD 83)
 TU3088_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3088_SETTING: 80 = SET IN A BOULDER
 TU3088_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU3088
 TU3088  HISTORY     - Date     Condition        Report By
 TU3088  HISTORY     - 1950     MONUMENTED       CGS
 TU3088  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3088
 TU3088                          STATION DESCRIPTION
 TU3088
 TU3088'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3088'THE STATION IS LOCATED IN SLOPING PASTURE LAND WHICH LIES ABOUT 8
 TU3088'MILES EAST SOUTHEAST OF LAHAINA, ABOUT 7.5 MILES WEST NORTHWEST OF
 TU3088'KIHEI, ABOUT 4 MILES NORTHWEST OF MC GREGOR POINT, ABOUT 0.5 MILE
 TU3088'EAST OF THE LAHAINA AND WAILUKU DISTRICTS BOUNDRY LINE, ABOUT 0.5
 TU3088'MILE SOUTH OF THE FOREST RESERVE FENCE AND ABOUT 0.2 MILE EAST OF
 TU3088'THE RIM OF UKUMEHAME GULCH.  HIGHER GROUND IS TO THE NORTH OF
 TU3088'THE STATION.  THE STATION SITE IS COVERED WITH BOULDERS WHICH
 TU3088'PROJECT AS HIGH AS 4 FEET.
 TU3088'
 TU3088'TO REACH FROM THE POST OFFICE AT WAILUKU.  GO WESTERLY FOR ONE
 TU3088'BLOCK.  TURN LEFT, AS PER THE SIGN READING LAHAINA AND GO SOUTH AND
 TU3088'WEST FOR 7.8 MILES.  TURN RIGHT, PASS THROUGH A LOCKED GATE (KEY
 TU3088'FOR THIS GATE MAY BE OBTAINED FROM THE FOREMAN OF THE RICE RANCH
 TU3088'WHO LIVES IN THE VILLAGE OF MAALAEA) AND GO NORTHERLY, UP A STEEP
 TU3088'GRADE, FOR 2 MILES TO A CONCRETE WATER TROUGH.  BEAR TO THE
 TU3088'RIGHT AND FOLLOW THE GRADED ROAD NORTHERLY, CROSS OVER A STEEP
 TU3088'GULCH, BEAR LEFT UP THE LONG, GRASS COVERED RIDGE FOR 2.7 MILES.
 TU3088'PASS TO THE LEFT SIDE OF PUU ANU AND FOLLOW THE DIM TRACK ROAD
 TU3088'NORTHERLY, FOR 0.7 MILE.  PASS THROUGH THE GATE IN THE FOREST
 TU3088'RESERVE FENCE AND FOLLOW THE DIM TRACK ROAD NORTH AND WEST FOR
 TU3088'0.3 MILE TO THE EDGE OF THE CANYON RIM AND THE END OF TRUCK
 TU3088'TRAVEL.  FROM THIS POINT PACK SOUTHWEST FOR ABOUT 0.2 MILE.  PASS
 TU3088'THROUGH A GATE IN THE FOREST RESERVE FENCE AND FOLLOW THE
 TU3088'CANYON RIM, SOUTHERLY, FOR ABOUT 0.2 MILE TO AN IRON PIPE.  BEAR
 TU3088'LEFT AND FOLLOW THE GENTLE SLOPE DOWN HILL, KEEPING ABOVE THE
 TU3088'HEADS OF SEVERAL SMALL GULCHES, FOR ABOUT 0.4 MILE TO THE ROCKY
 TU3088'GROUND AND THE STATION.
 TU3088'
 TU3088'THE STATION IS A STANDARD DISK, STAMPED THIRTY 1949, SET INTO A
 TU3088'DRILL HOLE IN A LARGE FLAT BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 TU3088'
 TU3088'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED THIRTY NO 1
 TU3088'1949, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 3
 TU3088'FEET.  IT IS LOCATED ABOUT 4 FEET HIGHER THAN THE STATION.
 TU3088'
 TU3088'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED THIRTY NO 2
 TU3088'1949, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1
 TU3088'FOOT.  IT IS LOCATED ABOUT 3 FEET LOWER THAN THE STATION.
 TU3088
 TU3088                          STATION RECOVERY (1969)
 TU3088
 TU3088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3088'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU3088'CONDITION.  DISCREPANCIES WERE NOTED IN THE DISTANCE TO BOTH
 TU3088'RMS.  THEY WERE DOUBLE-CHECKED, AND THE 1969 DISTANCES ARE
 TU3088'CORRECT.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3088'
 TU3088'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF WAILUKU AND 4 MILES
 TU3088'EAST-NORTHEAST OF OLOWALU, ON A SLOPING, BRUSHY RIDGE IN PASTURE
 TU3088'LAND ABOUT 1/4-MILE NORTH OF LARGE POWER LINE, ON THE EAST SIDE
 TU3088'OF UKUMEHAME GULCH AND BORDERED ON THE EAST BY PAPALAUA
 TU3088'GULCH.  STATION IS AT ABOUT 3224 FEET ELEVATION AND IS 100 YARDS
 TU3088'WEST OF A TRACK ROAD.
 TU3088'
 TU3088'TO REACH STATION FROM THE POST OFFICE IN WAILUKU, GO SOUTH ON
 TU3088'STATE HIGHWAY 30 FOR 7.0 MILES TO MAALAEA HARBOR.  CONTINUE ON THE
 TU3088'HIGHWAY FOR 0.9 MILE TO BOARD GATE ON RIGHT.  PASS THROUGH GATE AND
 TU3088'GO UP OLD TRACK ROAD FOR 4.4 MILES TO BASE OF PUU ANU.  CONTINUE
 TU3088'ON THE ROAD FOR 0.8 MILE TO WIRE GATE.  PASS THROUGH GATE AND GO
 TU3088'AHEAD FOR 0.2 MILE.  KEEP AHEAD, ON RIGHT FORK, FOR 0.25 MILE TO
 TU3088'FORK.  TAKE RIGHT FORK AND GO ALONG RIM AND UP GRADE FOR 0.35
 TU3088'MILE TO SIDE ROAD LEFT.  GO LEFT DOWN ALONG RIDGE FOR 0.4 MILE.
 TU3088'GO RIGHT, LEAVING THE ROAD JUST BEFORE DROPPING DOWN INTO
 TU3088'LAST BENCH WHERE POWER LINE IS, AND GO WEST ACROSS BRUSH AREA
 TU3088'FOR 100 YARDS TO STATION.  NOTE--A 4-WHEEL-DRIVE VEHICLE IS
 TU3088'REQUIRED.
 TU3088'
 TU3088'STATION MARK IS A STANDARD DISK STAMPED THIRTY 1949, CEMENTED IN A
 TU3088'DRILL HOLE IN THE CENTER OF A FLAT, 4 X 6-FOOT BOULDER THAT
 TU3088'PROJECTS 1 FOOT FROM GROUND.
 TU3088'
 TU3088'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED THIRTY NO 1
 TU3088'1949, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS
 TU3088'3 FEET FROM GROUND.  IT IS 4 FEET HIGHER THAN STATION MARK.
 TU3088'
 TU3088'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED THIRTY NO 2
 TU3088'1949, CEMENTED IN A DRILL HOLE IN A 3 X 4-FOOT BOULDER THAT PROJECTS
 TU3088'16 INCHES FROM GROUND, AND IS 3-1/2 FEET LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2031 ***********************************************************************
 TU2031  DESIGNATION -  THORN 1927
 TU2031  PID         -  TU2031
 TU2031  STATE/COUNTY-  HI/KAUAI
 TU2031  USGS QUAD   -  KEKAHA (1983)
 TU2031
 TU2031                         *CURRENT SURVEY CONTROL
 TU2031  ___________________________________________________________________
 TU2031* NAD 83(1993)-  22 00 04.95048(N)    159 46 13.12168(W)     ADJUSTED  
 TU2031* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU2031  ___________________________________________________________________
 TU2031  EPOCH DATE  -        1993.62
 TU2031  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 TU2031  GEOID HEIGHT-          16.18  (meters)                     GEOID03
 TU2031
 TU2031  HORZ ORDER  -  THIRD
 TU2031
 TU2031.The horizontal coordinates were established by classical geodetic methods
 TU2031.and adjusted by the National Geodetic Survey in December 1998..
 TU2031.The horizontal coordinates are valid at the epoch date displayed above.
 TU2031.The epoch date for horizontal control is a decimal equivalence
 TU2031.of Year/Month/Day.
 TU2031
 TU2031.The orthometric height was scaled from a topographic map.
 TU2031
 TU2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2031
 TU2031.The geoid height was determined by GEOID03.
 TU2031
 TU2031;                    North         East     Units Scale Factor Converg.
 TU2031;SPC HI 4     -    18,631.608   472,087.519   MT  0.99999962   -0 06 04.6
 TU2031;UTM  04      - 2,433,179.415   420,486.820   MT  0.99967812   -0 17 18.9
 TU2031
 TU2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2031!SPC HI 4     -   0.99999698  x   0.99999962  =   0.99999660
 TU2031!UTM  04      -   0.99999698  x   0.99967812  =   0.99967511
 TU2031
 TU2031                          SUPERSEDED SURVEY CONTROL
 TU2031
 TU2031  NAD 83(1986)-  22 00 04.91432(N)    159 46 13.14623(W) AD(       ) 3
 TU2031  OLD HI      -  22 00 16.19400(N)    159 46 23.18300(W) AD(       ) 3
 TU2031
 TU2031.Superseded values are not recommended for survey control.
 TU2031.NGS no longer adjusts projects to the OLD HI datum.
 TU2031.See file dsdata.txt to determine how the superseded data were derived.
 TU2031
 TU2031_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2048733179(NAD 83)
 TU2031_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2031_SETTING: 80 = SET IN A BOULDER
 TU2031_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2031
 TU2031  HISTORY     - Date     Condition        Report By
 TU2031  HISTORY     - 1927     MONUMENTED       CGS
 TU2031  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2031
 TU2031                          STATION DESCRIPTION
 TU2031
 TU2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU2031'ON SOUTHWEST COAST OF KAUAI, 1-1/2 MILES WEST OF KAUNALEWA,
 TU2031'IN BLACK VOLCANIC ROCK, ON A LOW SAND DUNE ABOUT 10 FEET ABOVE
 TU2031'SEA LEVEL AND 100 METERS INSHORE, IN A DISTRICT OF ROLLING SAND
 TU2031'DUNES, SANDY PASTURE, AND ALGEROBA TREES.  THERE IS NO TRAIL.  CUT
 TU2031'ACROSS TO THE SHORE FROM THE ROAD WHICH RUNS TO WAIELI.  MARKED
 TU2031'ACCORDING TO NOTE 4, A STANDARD DISK IN BOWLDER.
 TU2031
 TU2031                          STATION RECOVERY (1966)
 TU2031
 TU2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2031'STATION WAS SEARCHED FOR BY INVERSE FROM A TRIAL POINT
 TU2031'ESTABLISHED NEARBY, HOWEVER COULD NOT BE FOUND AND IS BELIEVED
 TU2031'DESTROYED.  THE SAND BEACH HAS RECEDED CONSIDERABLY AND THE BRUSH
 TU2031'LINE IS NOW SEVERAL FEET INSHORE FROM STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0348 ***********************************************************************
 TU0348  DESIGNATION -  TIDAL 1
 TU0348  PID         -  TU0348
 TU0348  STATE/COUNTY-  HI/HONOLULU
 TU0348  USGS QUAD   -  KOKO HEAD (1983)
 TU0348
 TU0348                         *CURRENT SURVEY CONTROL
 TU0348  ___________________________________________________________________
 TU0348* NAD 83(1986)-  21 19 32.     (N)    157 40 51.     (W)     SCALED    
 TU0348* LOCAL TIDAL -         2.173  (meters)       7.13   (feet)  ADJ UNCH  
 TU0348  ___________________________________________________________________
 TU0348  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU0348
 TU0348  VERT ORDER  -  FIRST     CLASS II
 TU0348
 TU0348.The horizontal coordinates were scaled from a topographic map and have
 TU0348.an estimated accuracy of +/- 6 seconds.
 TU0348
 TU0348.The orthometric height was key entered from printed documents
 TU0348.and not key verified.
 TU0348
 TU0348.The geoid height was determined by GEOID03.
 TU0348
 TU0348;                    North         East    Units  Estimated Accuracy
 TU0348;SPC HI 3     -    17,630.      533,110.      MT  (+/- 180 meters Scaled)
 TU0348
 TU0348                          SUPERSEDED SURVEY CONTROL
 TU0348
 TU0348.No superseded survey control is available for this station.
 TU0348
 TU0348_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ368587(NAD 83)
 TU0348_MARKER: DB = BENCH MARK DISK
 TU0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0348_SP_SET: SEAWALL
 TU0348_STAMPING: BM NO 1 1967
 TU0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0348
 TU0348  HISTORY     - Date     Condition        Report By
 TU0348  HISTORY     - 1967     MONUMENTED       CGS
 TU0348  HISTORY     - 1969     GOOD             NGS
 TU0348  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 TU0348
 TU0348                          STATION DESCRIPTION
 TU0348
 TU0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0348'1.25 MI SE FROM WAIMANALO.
 TU0348'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0348'WAIMANALO, DIRECTLY IN THE BACK OF ALOHA TEMPLE, ON THE EAST SIDE OF A
 TU0348'170-FOOT WOODEN PIER, NEAR AN IRON GATE TO THE PIER, IN THE TOP OF A
 TU0348'CONCRETE SEAWALL WHICH IS ON THE SEAWARD SIDE OF THE TEMPLE, 21.8 FEET
 TU0348'NORTH OF THE NORTHEAST ROCK PILLAR OF THE TEMPLE, 1.2 FEET NORTH OF
 TU0348'THE EAST GATE POST, 3.0 FEET SOUTH OF THE NORTH EDGE OF THE WALL,
 TU0348'130.0 FEET WEST OF BENCH MARK BM 2 1967, AND ABOUT 5 FEET HIGHER THAN
 TU0348'THE BEACH.
 TU0348
 TU0348                          STATION RECOVERY (1982)
 TU0348
 TU0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TU0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0285 ***********************************************************************
 TU0285  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0285  DESIGNATION -  TIDAL 10
 TU0285  PID         -  TU0285
 TU0285  STATE/COUNTY-  HI/HONOLULU
 TU0285  USGS QUAD   -  HONOLULU (1983)
 TU0285
 TU0285                         *CURRENT SURVEY CONTROL
 TU0285  ___________________________________________________________________
 TU0285* NAD 83(1986)-  21 18 18.     (N)    157 51 50.     (W)     SCALED    
 TU0285* LOCAL TIDAL -         2.441  (meters)       8.01   (feet)  ADJ UNCH  
 TU0285  ___________________________________________________________________
 TU0285  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU0285
 TU0285  VERT ORDER  -  FIRST     CLASS II
 TU0285
 TU0285.The horizontal coordinates were scaled from a topographic map and have
 TU0285.an estimated accuracy of +/- 6 seconds.
 TU0285
 TU0285.The orthometric height was key entered from printed documents
 TU0285.and not key verified.
 TU0285
 TU0285.This Tidal Bench Mark is designated as VM 24
 TU0285.by the Center for Operational Oceanographic Products and Services.
 TU0285
 TU0285.The geoid height was determined by GEOID03.
 TU0285
 TU0285;                    North         East    Units  Estimated Accuracy
 TU0285;SPC HI 3     -    15,320.      514,120.      MT  (+/- 180 meters Scaled)
 TU0285
 TU0285                          SUPERSEDED SURVEY CONTROL
 TU0285
 TU0285.No superseded survey control is available for this station.
 TU0285
 TU0285_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ178563(NAD 83)
 TU0285_MARKER: DJ = TIDAL STATION DISK
 TU0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0285_SP_SET: WALL
 TU0285_STAMPING: NO 10 1925
 TU0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0285
 TU0285  HISTORY     - Date     Condition        Report By
 TU0285  HISTORY     - 1925     MONUMENTED       CGS
 TU0285  HISTORY     - 1969     GOOD             NGS
 TU0285  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU0285
 TU0285                          STATION DESCRIPTION
 TU0285
 TU0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0285'IN HONOLULU.
 TU0285'AT HONOLULU, SET IN A 1/2-FOOT-SQUARE RECESS IN THE TOP OF THE SEA
 TU0285'WALL ABOUT MIDWAY BETWEEN PIERS 5 AND 7, 12.3 FEET SOUTHWEST OF THE
 TU0285'SOUTHWEST CURB OF ALA MOANA, 150 FEET SOUTH AND ACROSS ALA MOANA FROM
 TU0285'BENCH MARK TIDAL 11, 98.5 FEET NORTHWEST OF BENCH MARK 8 (USGS), 0.2
 TU0285'FOOT BELOW THE SURFACE OF THE SEA WALL, AND 2 1/2 FEET HIGHER THAN THE
 TU0285'ROAD.
 TU0285
 TU0285                          STATION RECOVERY (1999)
 TU0285
 TU0285'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0290 ***********************************************************************
 TU0290  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0290  DESIGNATION -  TIDAL 13
 TU0290  PID         -  TU0290
 TU0290  STATE/COUNTY-  HI/HONOLULU
 TU0290  USGS QUAD   -  HONOLULU (1983)
 TU0290
 TU0290                         *CURRENT SURVEY CONTROL
 TU0290  ___________________________________________________________________
 TU0290* NAD 83(1986)-  21 18 20.     (N)    157 51 28.     (W)     SCALED    
 TU0290* LOCAL TIDAL -         5.917  (meters)      19.41   (feet)  ADJ UNCH  
 TU0290  ___________________________________________________________________
 TU0290  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU0290
 TU0290  VERT ORDER  -  FIRST     CLASS II
 TU0290
 TU0290.The horizontal coordinates were scaled from a topographic map and have
 TU0290.an estimated accuracy of +/- 6 seconds.
 TU0290
 TU0290.The orthometric height was key entered from printed documents
 TU0290.and not key verified.
 TU0290
 TU0290.This Tidal Bench Mark is designated as VM 27
 TU0290.by the Center for Operational Oceanographic Products and Services.
 TU0290
 TU0290.The geoid height was determined by GEOID03.
 TU0290
 TU0290;                    North         East    Units  Estimated Accuracy
 TU0290;SPC HI 3     -    15,380.      514,760.      MT  (+/- 180 meters Scaled)
 TU0290
 TU0290                          SUPERSEDED SURVEY CONTROL
 TU0290
 TU0290.No superseded survey control is available for this station.
 TU0290
 TU0290_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ184563(NAD 83)
 TU0290_MARKER: DJ = TIDAL STATION DISK
 TU0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0290_SP_SET: PILLARS
 TU0290_STAMPING: NO 13 1925
 TU0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0290
 TU0290  HISTORY     - Date     Condition        Report By
 TU0290  HISTORY     - 1925     MONUMENTED       CGS
 TU0290  HISTORY     - 1969     GOOD             NGS
 TU0290  HISTORY     - 19990927 GOOD             USPSQD
 TU0290
 TU0290                          STATION DESCRIPTION
 TU0290
 TU0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0290'IN HONOLULU.
 TU0290'AT HONOLULU, AT THE PUBLIC LIBRARY BETWEEN PUNCHBOWL AND LIKELIKE
 TU0290'STREETS, IN THE TOP OF THE WEST CORNER OF THE LIBRARY FLOOR SUPPORTING
 TU0290'8 PILLARS ON THE SOUTHWEST SIDE OF THE BUILDING, 48.0 FEET
 TU0290'EAST-SOUTHEAST OF THE CENTER LINE OF LIKELIKE STREET, 4.0 FEET
 TU0290'NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE FLOOR, 1.6 FEET
 TU0290'SOUTHEAST OF THE NORTHWEST EDGE OF THE CONCRETE FLOOR, AND ABOUT 3
 TU0290'FEET HIGHER THAN THE GROUND.
 TU0290
 TU0290                          STATION RECOVERY (1999)
 TU0290
 TU0290'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0289 ***********************************************************************
 TU0289  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0289  DESIGNATION -  TIDAL 14
 TU0289  PID         -  TU0289
 TU0289  STATE/COUNTY-  HI/HONOLULU
 TU0289  USGS QUAD   -  HONOLULU (1983)
 TU0289
 TU0289                         *CURRENT SURVEY CONTROL
 TU0289  ___________________________________________________________________
 TU0289* NAD 83(1986)-  21 18 24.     (N)    157 51 31.     (W)     SCALED    
 TU0289* LOCAL TIDAL -         5.346  (meters)      17.54   (feet)  ADJ UNCH  
 TU0289  ___________________________________________________________________
 TU0289  GEOID HEIGHT-          15.65  (meters)                     GEOID03
 TU0289
 TU0289  VERT ORDER  -  FIRST     CLASS II
 TU0289
 TU0289.The horizontal coordinates were scaled from a topographic map and have
 TU0289.an estimated accuracy of +/- 6 seconds.
 TU0289
 TU0289.The orthometric height was key entered from printed documents
 TU0289.and not key verified.
 TU0289
 TU0289.This Tidal Bench Mark is designated as VM 28
 TU0289.by the Center for Operational Oceanographic Products and Services.
 TU0289
 TU0289.The geoid height was determined by GEOID03.
 TU0289
 TU0289;                    North         East    Units  Estimated Accuracy
 TU0289;SPC HI 3     -    15,510.      514,670.      MT  (+/- 180 meters Scaled)
 TU0289
 TU0289                          SUPERSEDED SURVEY CONTROL
 TU0289
 TU0289.No superseded survey control is available for this station.
 TU0289
 TU0289_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ183565(NAD 83)
 TU0289_MARKER: DJ = TIDAL STATION DISK
 TU0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0289_SP_SET: BALUSTRADE
 TU0289_STAMPING: NO 14 1925
 TU0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0289
 TU0289  HISTORY     - Date     Condition        Report By
 TU0289  HISTORY     - 1925     MONUMENTED       CGS
 TU0289  HISTORY     - 1969     GOOD             NGS
 TU0289  HISTORY     - 19990927 GOOD             USPSQD
 TU0289
 TU0289                          STATION DESCRIPTION
 TU0289
 TU0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0289'IN HONOLULU.
 TU0289'AT HONOLULU, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 TU0289'BALUSTRADE OF KING STREET ENTRANCE TO IOLANI PALACE, 0.4 FOOT
 TU0289'NORTHEAST OF AN IRON LIGHT POLE, AND ABOUT 2 FEET ABOVE THE GROUND.
 TU0289
 TU0289                          STATION RECOVERY (1999)
 TU0289
 TU0289'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0280 ***********************************************************************
 TU0280  DESIGNATION -  TIDAL 15
 TU0280  PID         -  TU0280
 TU0280  STATE/COUNTY-  HI/HONOLULU
 TU0280  USGS QUAD   -  HONOLULU (1983)
 TU0280
 TU0280                         *CURRENT SURVEY CONTROL
 TU0280  ___________________________________________________________________
 TU0280* NAD 83(1986)-  21 18 33.     (N)    157 51 36.     (W)     SCALED    
 TU0280* LOCAL TIDAL -         5.644  (meters)      18.52   (feet)  ADJ UNCH  
 TU0280  ___________________________________________________________________
 TU0280  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU0280
 TU0280  VERT ORDER  -  FIRST     CLASS II
 TU0280
 TU0280.The horizontal coordinates were scaled from a topographic map and have
 TU0280.an estimated accuracy of +/- 6 seconds.
 TU0280
 TU0280.The orthometric height was key entered from printed documents
 TU0280.and not key verified.
 TU0280
 TU0280.The geoid height was determined by GEOID03.
 TU0280
 TU0280;                    North         East    Units  Estimated Accuracy
 TU0280;SPC HI 3     -    15,780.      514,530.      MT  (+/- 180 meters Scaled)
 TU0280
 TU0280                          SUPERSEDED SURVEY CONTROL
 TU0280
 TU0280.No superseded survey control is available for this station.
 TU0280
 TU0280_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ182567(NAD 83)
 TU0280_MARKER: DJ = TIDAL STATION DISK
 TU0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0280_SP_SET: BUILDING
 TU0280_STAMPING: NO 15 1925
 TU0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0280
 TU0280  HISTORY     - Date     Condition        Report By
 TU0280  HISTORY     - 1925     MONUMENTED       CGS
 TU0280  HISTORY     - 1969     GOOD             NGS
 TU0280  HISTORY     - 19990927 MARK NOT FOUND   USPSQD
 TU0280
 TU0280                          STATION DESCRIPTION
 TU0280
 TU0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0280'IN HONOLULU.
 TU0280'AT HONOLULU, AT THE INTERSECTION OF BISHOP AND SOUTH HOTEL STREETS,
 TU0280'SET VERTICALLY IN THE NORTH CORNER OF THE ALEXANDER YOUNG HOTEL, 7.5
 TU0280'FEET SOUTH OF THE SOUTH CURB OF SOUTH HOTEL STREET, 12.5 FEET
 TU0280'SOUTHEAST OF THE SOUTHEAST CURB OF BISHOP STREET, AND ABOUT 1/2 FOOT
 TU0280'HIGHER THAN THE SIDEWALK.
 TU0280
 TU0280                          STATION RECOVERY (1999)
 TU0280
 TU0280'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0349 ***********************************************************************
 TU0349  DESIGNATION -  TIDAL 2
 TU0349  PID         -  TU0349
 TU0349  STATE/COUNTY-  HI/HONOLULU
 TU0349  USGS QUAD   -  KOKO HEAD (1983)
 TU0349
 TU0349                         *CURRENT SURVEY CONTROL
 TU0349  ___________________________________________________________________
 TU0349* NAD 83(1986)-  21 19 31.     (N)    157 40 52.     (W)     SCALED    
 TU0349* LOCAL TIDAL -         1.468  (meters)       4.82   (feet)  ADJ UNCH  
 TU0349  ___________________________________________________________________
 TU0349  GEOID HEIGHT-          15.49  (meters)                     GEOID03
 TU0349
 TU0349  VERT ORDER  -  FIRST     CLASS II
 TU0349
 TU0349.The horizontal coordinates were scaled from a topographic map and have
 TU0349.an estimated accuracy of +/- 6 seconds.
 TU0349
 TU0349.The orthometric height was key entered from printed documents
 TU0349.and not key verified.
 TU0349
 TU0349.The geoid height was determined by GEOID03.
 TU0349
 TU0349;                    North         East    Units  Estimated Accuracy
 TU0349;SPC HI 3     -    17,600.      533,080.      MT  (+/- 180 meters Scaled)
 TU0349
 TU0349                          SUPERSEDED SURVEY CONTROL
 TU0349
 TU0349.No superseded survey control is available for this station.
 TU0349
 TU0349_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ367587(NAD 83)
 TU0349_MARKER: DB = BENCH MARK DISK
 TU0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0349_SP_SET: CURB
 TU0349_STAMPING: BM NO 2 1967
 TU0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0349
 TU0349  HISTORY     - Date     Condition        Report By
 TU0349  HISTORY     - 1967     MONUMENTED       CGS
 TU0349  HISTORY     - 1969     GOOD             NGS
 TU0349
 TU0349                          STATION DESCRIPTION
 TU0349
 TU0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0349'1.25 MI SE FROM WAIMANALO.
 TU0349'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0349'WAIMANALO, IN THE TOP OF THE CONCRETE CURB OF A DRIVEWAY LEADING TO A
 TU0349'BOAT GARAGE WHICH IS ON THE PROPERTY EAST OF THE ALOHA TEMPLE, 30.1
 TU0349'FEET NORTH OF THE NORTH WALL OF A HOUSE, 2.0 FEET SOUTH AND ON THE
 TU0349'INSIDE OF A CYCLONE FENCE, 4.0 FEET SOUTH OF THE NORTH EDGE OF A
 TU0349'SEAWALL, 2.1 FEET SOUTH OF THE EAST GATE POST, 130.0 FEET EAST OF
 TU0349'BENCH MARK BM 1 1967, 7.0 FEET EAST OF THE CENTER LINE OF THE
 TU0349'DRIVEWAY, AND ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0283 ***********************************************************************
 TU0283  TIDAL BM    -  This is a Tidal Bench Mark.
 TU0283  DESIGNATION -  TIDAL 2 STA 26
 TU0283  PID         -  TU0283
 TU0283  STATE/COUNTY-  HI/HONOLULU
 TU0283  USGS QUAD   -  HONOLULU (1983)
 TU0283
 TU0283                         *CURRENT SURVEY CONTROL
 TU0283  ___________________________________________________________________
 TU0283* NAD 83(1986)-  21 18 21.     (N)    157 51 34.     (W)     SCALED    
 TU0283* LOCAL TIDAL -         5.041  (meters)      16.54   (feet)  ADJ UNCH  
 TU0283  ___________________________________________________________________
 TU0283  GEOID HEIGHT-          15.64  (meters)                     GEOID03
 TU0283
 TU0283  VERT ORDER  -  FIRST     CLASS II
 TU0283
 TU0283.The horizontal coordinates were scaled from a topographic map and have
 TU0283.an estimated accuracy of +/- 6 seconds.
 TU0283
 TU0283.The orthometric height was key entered from printed documents
 TU0283.and not key verified.
 TU0283
 TU0283.This Tidal Bench Mark is designated as VM 22
 TU0283.by the Center for Operational Oceanographic Products and Services.
 TU0283
 TU0283.The geoid height was determined by GEOID03.
 TU0283
 TU0283;                    North         East    Units  Estimated Accuracy
 TU0283;SPC HI 3     -    15,420.      514,580.      MT  (+/- 180 meters Scaled)
 TU0283
 TU0283                          SUPERSEDED SURVEY CONTROL
 TU0283
 TU0283.No superseded survey control is available for this station.
 TU0283
 TU0283_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ182564(NAD 83)
 TU0283_MARKER: Z = SEE DESCRIPTION
 TU0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0283_SP_SET: BASE
 TU0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0283
 TU0283  HISTORY     - Date     Condition        Report By
 TU0283  HISTORY     - UNK      MONUMENTED
 TU0283  HISTORY     - 1970     GOOD             NGS
 TU0283  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU0283
 TU0283                          STATION DESCRIPTION
 TU0283
 TU0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 TU0283'IN HONOLULU.
 TU0283'ON THE SOUTHEAST SIDE OF THE KING STREET ENTRANCE TO THE STATE OF
 TU0283'HAWAII JUDICIARY BUILDING (ALIIONLANI HALE) WHICH IS LOCATED AT THE
 TU0283'SOUTH CORNER OF THE INTERSECTION OF KING AND MILILANI STREETS.  THE
 TU0283'HORIZONTAL STONE SURFACE OF THE BASE, AT THE FOOT OF THE FIRST
 TU0283'PILASTER ON THE SOUTHEAST SIDE OF THE ENTRANCE ABOUT 4 1/2 FEET ABOVE
 TU0283'THE ENTRANCE FLOOR.  ESTABLISHED BY THE HAWAIIAN GOVERNMENT IN 1872 OR
 TU0283'EARLIER AND KNOWN AS THE STANDARD CITY BENCH MARK.  AN UNMARKED POINT,
 TU0283'BUT HISTORICALLY THE NORTHERLY CORNER OF THE BASE HAS BEEN USED.
 TU0283
 TU0283                          STATION RECOVERY (1984)
 TU0283
 TU0283'RECOVERY NOTE BY US POWER SQUADRON 1984
 TU0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0534 ***********************************************************************
 TU0534  DESIGNATION -  TIDAL 4
 TU0534  PID         -  TU0534
 TU0534  STATE/COUNTY-  HI/HONOLULU
 TU0534  USGS QUAD   -  HALEIWA (1983)
 TU0534
 TU0534                         *CURRENT SURVEY CONTROL
 TU0534  ___________________________________________________________________
 TU0534* NAD 83(1986)-  21 35 35.     (N)    158 06 23.     (W)     SCALED    
 TU0534* LOCAL TIDAL -         1.307  (meters)       4.29   (feet)  ADJ UNCH  
 TU0534  ___________________________________________________________________
 TU0534  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU0534
 TU0534  VERT ORDER  -  FIRST     CLASS II
 TU0534
 TU0534.The horizontal coordinates were scaled from a topographic map and have
 TU0534.an estimated accuracy of +/- 6 seconds.
 TU0534
 TU0534.The orthometric height was key entered from printed documents
 TU0534.and not key verified.
 TU0534
 TU0534.The geoid height was determined by GEOID03.
 TU0534
 TU0534;                    North         East    Units  Estimated Accuracy
 TU0534;SPC HI 3     -    47,210.      488,980.      MT  (+/- 180 meters Scaled)
 TU0534
 TU0534                          SUPERSEDED SURVEY CONTROL
 TU0534
 TU0534.No superseded survey control is available for this station.
 TU0534
 TU0534_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ925880(NAD 83)
 TU0534_MARKER: DB = BENCH MARK DISK
 TU0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0534_SP_SET: SIDEWALK
 TU0534_STAMPING: NO 4 1969
 TU0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0534
 TU0534  HISTORY     - Date     Condition        Report By
 TU0534  HISTORY     - 1969     MONUMENTED       CGS
 TU0534  HISTORY     - 1984     GOOD             USPSQD
 TU0534
 TU0534                          STATION DESCRIPTION
 TU0534
 TU0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0534'IN HALEIWA.
 TU0534'AT HALEIWA, 0.4 MILE NORTH ALONG STATE HIGHWAY 83 FROM THE POST
 TU0534'OFFICE, THENCE 0.2 MILE WEST ALONG HALEIWA ROAD, THENCE 0.05 MILE
 TU0534'NORTH ALONG A PAVED ROAD ALONG THE WEST SIDE OF HALEIWA SMALL BOAT
 TU0534'HARBOR, IN THE TOP OF THE CONCRETE WALK AROUND THE BOAT HARBOR, AT A
 TU0534'CURVE IN WALK WITH TANGENTS EAST-SOUTHEAST AND NORTH-NORTHWEST, 151
 TU0534'FEET SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF THE WALK, 6.5 FEET
 TU0534'SOUTH-SOUTHEAST OF THE CENTER OF THE WALKWAY BETWEEN SLIPS 9 AND 10,
 TU0534'0.3 FOOT NORTH-NORTHEAST OF A 3-FOOT-HIGH ROCK RETAINING WALL, AND
 TU0534'FLUSH WITH THE WALK.
 TU0534
 TU0534                          STATION RECOVERY (1984)
 TU0534
 TU0534'RECOVERY NOTE BY US POWER SQUADRON 1984
 TU0534'LOCATING INFORMATION NEEDS TO BE CHANGED AS FOLLOWS, POWER POLE H 41
 TU0534'HAS BEEN ABANDONED. IT IS STILL IN PLACE INSIDE A CHAIN LINK FENCED
 TU0534'AREA USED FOR STORAGE OF HAWAIIAN CANOES. DIKS IS EXPOSED, SAND
 TU0534'ERODED AWAY FROM ROCKS BELIEVE THAT UNDERWASHED TREEN TRUNK IS GONE 6
 TU0534'X 12' CONCRETE MARKER STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0602 ***********************************************************************
 TU0602  DESIGNATION -  TIDAL 4
 TU0602  PID         -  TU0602
 TU0602  STATE/COUNTY-  HI/HONOLULU
 TU0602  USGS QUAD   -  WAIANAE (1983)
 TU0602
 TU0602                         *CURRENT SURVEY CONTROL
 TU0602  ___________________________________________________________________
 TU0602* NAD 83(1986)-  21 26 29.     (N)    158 11 24.     (W)     SCALED    
 TU0602* LOCAL TIDAL -         2.363  (meters)       7.75   (feet)  ADJ UNCH  
 TU0602  ___________________________________________________________________
 TU0602  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU0602
 TU0602  VERT ORDER  -  FIRST     CLASS II
 TU0602
 TU0602.The horizontal coordinates were scaled from a topographic map and have
 TU0602.an estimated accuracy of +/- 6 seconds.
 TU0602
 TU0602.The orthometric height was key entered from printed documents
 TU0602.and not key verified.
 TU0602
 TU0602.The geoid height was determined by GEOID03.
 TU0602
 TU0602;                    North         East    Units  Estimated Accuracy
 TU0602;SPC HI 3     -    30,430.      480,300.      MT  (+/- 180 meters Scaled)
 TU0602
 TU0602                          SUPERSEDED SURVEY CONTROL
 TU0602
 TU0602.No superseded survey control is available for this station.
 TU0602
 TU0602_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ839712(NAD 83)
 TU0602_MARKER: DJ = TIDAL STATION DISK
 TU0602_SETTING: 66 = SET IN ROCK OUTCROP
 TU0602_SP_SET: ROCK LEDGE
 TU0602_STAMPING: 4 1948
 TU0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0602+STABILITY: POSITION/ELEVATION WELL
 TU0602
 TU0602  HISTORY     - Date     Condition        Report By
 TU0602  HISTORY     - 1948     MONUMENTED       CGS
 TU0602  HISTORY     - 1969     GOOD             NGS
 TU0602  HISTORY     - 20060606 MARK NOT FOUND   HIDT
 TU0602
 TU0602                          STATION DESCRIPTION
 TU0602
 TU0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0602'IN WAIANAE.
 TU0602'AT WAIANAE, 0.15 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE POST
 TU0602'OFFICE, THENCE 0.1 MILE WEST ALONG WAIANAE VALLEY ROAD, IN A LAVA ROCK
 TU0602'OUTCROP ON THE FIRST ROCKY POINT NORTHEAST OF THE BREAKWATER, 17.9
 TU0602'FEET NORTHWEST OF POWER POLE H 41, 20.3 FEET WEST-NORTHWEST OF A MULTI
 TU0602'BRANCHED TREE TRUCK PARTLY UNDERWASHED WITH SOME ROOTS EXPOSED, 58.3
 TU0602'FEET SOUTHWEST OF A 6- BY 12 IN. CONCRETE MARKER PROJECTING ABOUT 2
 TU0602'1/2 FEET ABOVE THE GROUND WITH AN IRON PIPE THROUGH THE CENTER, 20
 TU0602'FEET SOUTH OF THE NORTH EDGE OF A ROCK LEDGE, AND ABOUT 0.6 FOOT
 TU0602'UNDERSAND.
 TU0602
 TU0602                          STATION RECOVERY (2006)
 TU0602
 TU0602'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0602'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0533 ***********************************************************************
 TU0533  DESIGNATION -  TIDAL 5
 TU0533  PID         -  TU0533
 TU0533  STATE/COUNTY-  HI/HONOLULU
 TU0533  USGS QUAD   -  HALEIWA (1983)
 TU0533
 TU0533                         *CURRENT SURVEY CONTROL
 TU0533  ___________________________________________________________________
 TU0533* NAD 83(1986)-  21 35 34.     (N)    158 06 18.     (W)     SCALED    
 TU0533* LOCAL TIDAL -         1.093  (meters)       3.59   (feet)  ADJ UNCH  
 TU0533  ___________________________________________________________________
 TU0533  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU0533
 TU0533  VERT ORDER  -  FIRST     CLASS II
 TU0533
 TU0533.The horizontal coordinates were scaled from a topographic map and have
 TU0533.an estimated accuracy of +/- 6 seconds.
 TU0533
 TU0533.The orthometric height was key entered from printed documents
 TU0533.and not key verified.
 TU0533
 TU0533.The geoid height was determined by GEOID03.
 TU0533
 TU0533;                    North         East    Units  Estimated Accuracy
 TU0533;SPC HI 3     -    47,180.      489,130.      MT  (+/- 180 meters Scaled)
 TU0533
 TU0533                          SUPERSEDED SURVEY CONTROL
 TU0533
 TU0533.No superseded survey control is available for this station.
 TU0533
 TU0533_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ926880(NAD 83)
 TU0533_MARKER: DB = BENCH MARK DISK
 TU0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0533_SP_SET: WHARF
 TU0533_STAMPING: NO 5 1969
 TU0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0533
 TU0533  HISTORY     - Date     Condition        Report By
 TU0533  HISTORY     - 1969     MONUMENTED       CGS
 TU0533
 TU0533                          STATION DESCRIPTION
 TU0533
 TU0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0533'IN HALEIWA.
 TU0533'AT HALEIWA, 0.4 MILE NORTH ALONG STATE HIGHWAY 83 FROM THE POST
 TU0533'OFFICE, THENCE 0.1 MILE WEST ALONG HALEIWA ROAD, THENCE 0.05 MILE
 TU0533'NORTH ALONG AN ASPHALT ROAD TO THE PARKING AREA FOR HALEIWA SMALL BOAT
 TU0533'HARBOR, IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE WALL OF
 TU0533'WHARF, 107 FEET EAST OF THE CENTER OF A BOAT LAUNCH RAMP, 2.4 FEET
 TU0533'WEST OF THE EAST END OF THE WHARF, 1.3 FEET SOUTHEAST OF THE CENTER OF
 TU0533'A BOAT TIE DOWN CLEAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0606 ***********************************************************************
 TU0606  DESIGNATION -  TIDAL 5
 TU0606  PID         -  TU0606
 TU0606  STATE/COUNTY-  HI/HONOLULU
 TU0606  USGS QUAD   -  WAIANAE (1983)
 TU0606
 TU0606                         *CURRENT SURVEY CONTROL
 TU0606  ___________________________________________________________________
 TU0606* NAD 83(1986)-  21 26 28.     (N)    158 11 27.     (W)     SCALED    
 TU0606* LOCAL TIDAL -         2.731  (meters)       8.96   (feet)  ADJ UNCH  
 TU0606  ___________________________________________________________________
 TU0606  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0606
 TU0606  VERT ORDER  -  FIRST     CLASS II
 TU0606
 TU0606.The horizontal coordinates were scaled from a topographic map and have
 TU0606.an estimated accuracy of +/- 6 seconds.
 TU0606
 TU0606.The orthometric height was key entered from printed documents
 TU0606.and not key verified.
 TU0606
 TU0606.The geoid height was determined by GEOID03.
 TU0606
 TU0606;                    North         East    Units  Estimated Accuracy
 TU0606;SPC HI 3     -    30,400.      480,220.      MT  (+/- 180 meters Scaled)
 TU0606
 TU0606                          SUPERSEDED SURVEY CONTROL
 TU0606
 TU0606.No superseded survey control is available for this station.
 TU0606
 TU0606_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ838711(NAD 83)
 TU0606_MARKER: DJ = TIDAL STATION DISK
 TU0606_SETTING: 66 = SET IN ROCK OUTCROP
 TU0606_SP_SET: ROCK LEDGE
 TU0606_STAMPING: 5 1948
 TU0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0606+STABILITY: POSITION/ELEVATION WELL
 TU0606
 TU0606  HISTORY     - Date     Condition        Report By
 TU0606  HISTORY     - 1948     MONUMENTED       CGS
 TU0606  HISTORY     - 1969     GOOD             NGS
 TU0606  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0606
 TU0606                          STATION DESCRIPTION
 TU0606
 TU0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0606'IN WAIANAE.
 TU0606'AT WAIANAE, 0.15 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE POST
 TU0606'OFFICE, THENCE 0.1 MILE WEST ALONG WAIANAE VALLEY ROAD, AT THE
 TU0606'NORTHWEST END OF POKAI PARK AREA, IN A ROCK LEDGE, 3.0 FEET SOUTH OF
 TU0606'THE NORTHWEST EDGE OF THE LEDGE, 20.5 FEET NORTH-NORTHWEST OF THE
 TU0606'NORTHWEST EDGE OF AN ASPHALT WALKWAY, 45.0 FEET NORTH-NORTHWEST AND
 TU0606'ACROSS THE WALKWAY FROM A TELEPHONE POLE, AND IN LINE WITH THE POLES,
 TU0606'98.9 FEET NORTHWEST OF BENCH MARK 8-4 (SS), 94.9 FEET NORTHWEST OF THE
 TU0606'NORTHWEST GATE POST WITH A CHAIN ATTACHED, 62.0 FEET SOUTHWEST OF THE
 TU0606'SOUTHWEST CURB OF THE BREAKWATER, 160 FEET EAST OF THE SOUTHEAST
 TU0606'CORNER OF A WOODEN PIER.
 TU0606
 TU0606                          STATION RECOVERY (2006)
 TU0606
 TU0606'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0606'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0346 ***********************************************************************
 TU0346  DESIGNATION -  TIDAL 5
 TU0346  PID         -  TU0346
 TU0346  STATE/COUNTY-  HI/HONOLULU
 TU0346  USGS QUAD   -  KOKO HEAD (1983)
 TU0346
 TU0346                         *CURRENT SURVEY CONTROL
 TU0346  ___________________________________________________________________
 TU0346* NAD 83(1986)-  21 19 26.     (N)    157 40 38.     (W)     SCALED    
 TU0346* LOCAL TIDAL -         2.931  (meters)       9.62   (feet)  ADJ UNCH  
 TU0346  ___________________________________________________________________
 TU0346  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU0346
 TU0346  VERT ORDER  -  FIRST     CLASS II
 TU0346
 TU0346.The horizontal coordinates were scaled from a topographic map and have
 TU0346.an estimated accuracy of +/- 6 seconds.
 TU0346
 TU0346.The orthometric height was key entered from printed documents
 TU0346.and not key verified.
 TU0346
 TU0346.The geoid height was determined by GEOID03.
 TU0346
 TU0346;                    North         East    Units  Estimated Accuracy
 TU0346;SPC HI 3     -    17,440.      533,490.      MT  (+/- 180 meters Scaled)
 TU0346
 TU0346                          SUPERSEDED SURVEY CONTROL
 TU0346
 TU0346.No superseded survey control is available for this station.
 TU0346
 TU0346_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ371585(NAD 83)
 TU0346_MARKER: DB = BENCH MARK DISK
 TU0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0346_SP_SET: SEAWALL
 TU0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0346
 TU0346  HISTORY     - Date     Condition        Report By
 TU0346  HISTORY     - UNK      MONUMENTED       CGS
 TU0346  HISTORY     - 1969     GOOD             NGS
 TU0346  HISTORY     - 1984     GOOD             USPSQD
 TU0346
 TU0346                          STATION DESCRIPTION
 TU0346
 TU0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0346'1.6 MI SE FROM WAIMANALO.
 TU0346'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0346'WAIMANALO, NEAR THE DRIVEWAY LEADING TO HOUSE NO. 41-051 WHICH IS THE
 TU0346'PROPERTY OF MR. TAB PRYOR AND THE OFFICE OF THE SEA LIFE PARK, THERE
 TU0346'ARE TWO LARGE STONE PILLARS AT THE DRIVEWAY, IN THE TOP OF THE
 TU0346'NORTHWEST END OF A 42-YARD-LONG SEA- 75 YARDS NORTHWEST OF A LONG
 TU0346'NARROW WOODEN PIER, 0.6 FOOT NORTHEAST OF A CYCLONE FENCE, AND ABOUT 3
 TU0346'1/2 FEET HIGHER THAN THE BEACH.
 TU0346
 TU0346                          STATION RECOVERY (1984)
 TU0346
 TU0346'RECOVERY NOTE BY US POWER SQUADRON 1984
 TU0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0604 ***********************************************************************
 TU0604  DESIGNATION -  TIDAL 6
 TU0604  PID         -  TU0604
 TU0604  STATE/COUNTY-  HI/HONOLULU
 TU0604  USGS QUAD   -  WAIANAE (1983)
 TU0604
 TU0604                         *CURRENT SURVEY CONTROL
 TU0604  ___________________________________________________________________
 TU0604* NAD 83(1986)-  21 26 25.     (N)    158 11 27.     (W)     SCALED    
 TU0604* LOCAL TIDAL -         2.423  (meters)       7.95   (feet)  ADJ UNCH  
 TU0604  ___________________________________________________________________
 TU0604  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU0604
 TU0604  VERT ORDER  -  FIRST     CLASS II
 TU0604
 TU0604.The horizontal coordinates were scaled from a topographic map and have
 TU0604.an estimated accuracy of +/- 6 seconds.
 TU0604
 TU0604.The orthometric height was key entered from printed documents
 TU0604.and not key verified.
 TU0604
 TU0604.The geoid height was determined by GEOID03.
 TU0604
 TU0604;                    North         East    Units  Estimated Accuracy
 TU0604;SPC HI 3     -    30,310.      480,220.      MT  (+/- 180 meters Scaled)
 TU0604
 TU0604                          SUPERSEDED SURVEY CONTROL
 TU0604
 TU0604.No superseded survey control is available for this station.
 TU0604
 TU0604_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ838710(NAD 83)
 TU0604_MARKER: DB = BENCH MARK DISK
 TU0604_SETTING: 66 = SET IN ROCK OUTCROP
 TU0604_SP_SET: ROCK LEDGE
 TU0604_STAMPING: BM 6 1967
 TU0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0604+STABILITY: POSITION/ELEVATION WELL
 TU0604
 TU0604  HISTORY     - Date     Condition        Report By
 TU0604  HISTORY     - 1967     MONUMENTED       CGS
 TU0604  HISTORY     - 1969     GOOD             NGS
 TU0604  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0604
 TU0604                          STATION DESCRIPTION
 TU0604
 TU0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0604'IN WAIANAE.
 TU0604'AT WAIANAE, 0.15 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE POST
 TU0604'OFFICE, THENCE 0.1 MILE WEST ALONG WAIANAE VALLEY ROAD, AT THE
 TU0604'SOUTHEAST END OF POKAI PARK, IN A ROCK LEDGE, 225.5 FEET SOUTHEAST OF
 TU0604'BENCH MARK TIDAL 5, 29.2 FEET SOUTH-SOUTHEAST OF THE NEAR EDGE OF AN
 TU0604'ASPHALT WALKWAY, 67.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PARK
 TU0604'BENCH, 160 FEET WEST-SOUTHWEST OF BENCH MARK TIDAL 7, 152 FEET SOUTH
 TU0604'OF BENCH MARK 8-4 (SS), 20 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 TU0604'ROCK LEDGE.
 TU0604
 TU0604                          STATION RECOVERY (2006)
 TU0604
 TU0604'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0604'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0347 ***********************************************************************
 TU0347  DESIGNATION -  TIDAL 6
 TU0347  PID         -  TU0347
 TU0347  STATE/COUNTY-  HI/HONOLULU
 TU0347  USGS QUAD   -  KOKO HEAD (1983)
 TU0347
 TU0347                         *CURRENT SURVEY CONTROL
 TU0347  ___________________________________________________________________
 TU0347* NAD 83(1986)-  21 19 23.     (N)    157 40 35.     (W)     SCALED    
 TU0347* LOCAL TIDAL -         2.051  (meters)       6.73   (feet)  ADJ UNCH  
 TU0347  ___________________________________________________________________
 TU0347  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU0347
 TU0347  VERT ORDER  -  FIRST     CLASS II
 TU0347
 TU0347.The horizontal coordinates were scaled from a topographic map and have
 TU0347.an estimated accuracy of +/- 6 seconds.
 TU0347
 TU0347.The orthometric height was key entered from printed documents
 TU0347.and not key verified.
 TU0347
 TU0347.The geoid height was determined by GEOID03.
 TU0347
 TU0347;                    North         East    Units  Estimated Accuracy
 TU0347;SPC HI 3     -    17,350.      533,570.      MT  (+/- 180 meters Scaled)
 TU0347
 TU0347                          SUPERSEDED SURVEY CONTROL
 TU0347
 TU0347.No superseded survey control is available for this station.
 TU0347
 TU0347_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ372584(NAD 83)
 TU0347_MARKER: DB = BENCH MARK DISK
 TU0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0347_SP_SET: BRIDGE
 TU0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0347
 TU0347  HISTORY     - Date     Condition        Report By
 TU0347  HISTORY     - UNK      MONUMENTED       CGS
 TU0347  HISTORY     - 1969     GOOD             NGS
 TU0347  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 TU0347
 TU0347                          STATION DESCRIPTION
 TU0347
 TU0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0347'1.6 MI SE FROM WAIMANALO.
 TU0347'1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0347'WAIMANALO, IN THE TOP OF THE SOUTHEAST END OF A CONCRETE RETAINING
 TU0347'WALL, 125 YARDS SOUTHEAST OF BENCH MARK TIDAL 5, 20 FEET NORTHEAST OF
 TU0347'THE EAST CORNER OF A LONG WHITE HOUSE, 50 YARDS SOUTHEAST OF A LONG
 TU0347'NARROW WOODEN PIER, 2.5 FEET SOUTHEAST OF A CYCLONE FENCE, AND ABOUT 3
 TU0347'1/2 FEET HIGHER THAN THE BEACH.
 TU0347
 TU0347                          STATION RECOVERY (1984)
 TU0347
 TU0347'RECOVERY NOTE BY US POWER SQUADRON 1984
 TU0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0603 ***********************************************************************
 TU0603  DESIGNATION -  TIDAL 7
 TU0603  PID         -  TU0603
 TU0603  STATE/COUNTY-  HI/HONOLULU
 TU0603  USGS QUAD   -  WAIANAE (1983)
 TU0603
 TU0603                         *CURRENT SURVEY CONTROL
 TU0603  ___________________________________________________________________
 TU0603* NAD 83(1986)-  21 26 26.     (N)    158 11 23.     (W)     SCALED    
 TU0603* LOCAL TIDAL -         2.971  (meters)       9.75   (feet)  ADJ UNCH  
 TU0603  ___________________________________________________________________
 TU0603  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU0603
 TU0603  VERT ORDER  -  FIRST     CLASS II
 TU0603
 TU0603.The horizontal coordinates were scaled from a topographic map and have
 TU0603.an estimated accuracy of +/- 6 seconds.
 TU0603
 TU0603.The orthometric height was key entered from printed documents
 TU0603.and not key verified.
 TU0603
 TU0603.The geoid height was determined by GEOID03.
 TU0603
 TU0603;                    North         East    Units  Estimated Accuracy
 TU0603;SPC HI 3     -    30,340.      480,330.      MT  (+/- 180 meters Scaled)
 TU0603
 TU0603                          SUPERSEDED SURVEY CONTROL
 TU0603
 TU0603.No superseded survey control is available for this station.
 TU0603
 TU0603_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ839711(NAD 83)
 TU0603_MARKER: DB = BENCH MARK DISK
 TU0603_SETTING: 66 = SET IN ROCK OUTCROP
 TU0603_SP_SET: ROCK LEDGE
 TU0603_STAMPING: BM 7 1967
 TU0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0603+STABILITY: POSITION/ELEVATION WELL
 TU0603
 TU0603  HISTORY     - Date     Condition        Report By
 TU0603  HISTORY     - 1967     MONUMENTED       CGS
 TU0603  HISTORY     - 1969     GOOD             NGS
 TU0603  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0603
 TU0603                          STATION DESCRIPTION
 TU0603
 TU0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0603'IN WAIANAE.
 TU0603'AT WAIANAE, 0.15 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE POST
 TU0603'OFFICE, THENCE 0.1 MILE WEST ALONG WAIANAE VALLEY ROAD, IN A ROCK
 TU0603'WHICH IS ALONG THE SOUTHEAST SIDE OF POKAI PARK AND IN LINE WITH THE
 TU0603'CENTER LINE OF THE BREAKWATER, 160 FEET EAST-NORTHEAST OF BENCH MARK
 TU0603'TIDAL 6, 130 FEET EAST-SOUTHEAST OF BENCH MARK 8-4 (SS), 106 FEET
 TU0603'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST CURB OF A PARK ROAD, 20 FEET
 TU0603'NORTHWEST OF THE SOUTHEAST EDGE OF A ROCK LEDGE, 227.3 FEET
 TU0603'SOUTH-SOUTHWEST OF POWER POLE H 41, 100.2 FEET EAST OF THE NORTHEAST
 TU0603'CORNER OF A CONCRETE BENCH.
 TU0603
 TU0603                          STATION RECOVERY (2006)
 TU0603
 TU0603'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0603'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0601 ***********************************************************************
 TU0601  DESIGNATION -  TIDAL 8
 TU0601  PID         -  TU0601
 TU0601  STATE/COUNTY-  HI/HONOLULU
 TU0601  USGS QUAD   -  WAIANAE (1983)
 TU0601
 TU0601                         *CURRENT SURVEY CONTROL
 TU0601  ___________________________________________________________________
 TU0601* NAD 83(1986)-  21 26 29.     (N)    158 11 22.     (W)     SCALED    
 TU0601* LOCAL TIDAL -         2.108  (meters)       6.92   (feet)  ADJ UNCH  
 TU0601  ___________________________________________________________________
 TU0601  GEOID HEIGHT-          15.35  (meters)                     GEOID03
 TU0601
 TU0601  VERT ORDER  -  FIRST     CLASS II
 TU0601
 TU0601.The horizontal coordinates were scaled from a topographic map and have
 TU0601.an estimated accuracy of +/- 6 seconds.
 TU0601
 TU0601.The orthometric height was key entered from printed documents
 TU0601.and not key verified.
 TU0601
 TU0601.The geoid height was determined by GEOID03.
 TU0601
 TU0601;                    North         East    Units  Estimated Accuracy
 TU0601;SPC HI 3     -    30,430.      480,360.      MT  (+/- 180 meters Scaled)
 TU0601
 TU0601                          SUPERSEDED SURVEY CONTROL
 TU0601
 TU0601.No superseded survey control is available for this station.
 TU0601
 TU0601_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ839712(NAD 83)
 TU0601_MARKER: DB = BENCH MARK DISK
 TU0601_SETTING: 66 = SET IN ROCK OUTCROP
 TU0601_SP_SET: ROCK LEDGE
 TU0601_STAMPING: B M 8 1967
 TU0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0601+STABILITY: POSITION/ELEVATION WELL
 TU0601
 TU0601  HISTORY     - Date     Condition        Report By
 TU0601  HISTORY     - 1967     MONUMENTED       CGS
 TU0601  HISTORY     - 1969     GOOD             NGS
 TU0601  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0601
 TU0601                          STATION DESCRIPTION
 TU0601
 TU0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0601'IN WAIANAE.
 TU0601'AT WAIANAE, 0.15 MILE NORTH ALONG STATE HIGHWAY 90 FROM THE POST
 TU0601'OFFICE, THENCE 0.1 MILE WEST ALONG WAIANAE VALLEY ROAD, AT POKAI PARK,
 TU0601'IN A ROCK LEDGE ALONG THE SOUTHWEST SIDE OF A BOAT LAUNCH RAMP, 25.8
 TU0601'FEET SOUTHWEST OF THE CENTER OF THE RAMP, 125 FEET NORTHEAST OF BENCH
 TU0601'MARK TIDAL 4, 51.6 FEET NORTHWEST OF LIGHT POLE NO. 8 BEARING A METAL
 TU0601'BOX, 28.7 FEET WEST OF AN IRON POLE SUPPORTING A U.S. COAST GUARD
 TU0601'FLOATILLA 11 SIGN, 1.3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 TU0601'ROCK LEDGE.
 TU0601
 TU0601                          STATION RECOVERY (2006)
 TU0601
 TU0601'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0601'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0445 ***********************************************************************
 TU0445  DESIGNATION -  TIDAL STA 26 A TIDAL 2
 TU0445  PID         -  TU0445
 TU0445  STATE/COUNTY-  HI/HONOLULU
 TU0445  USGS QUAD   -  PEARL HARBOR (1983)
 TU0445
 TU0445                         *CURRENT SURVEY CONTROL
 TU0445  ___________________________________________________________________
 TU0445* NAD 83(1986)-  21 19 33.     (N)    157 57 50.     (W)     SCALED    
 TU0445* LOCAL TIDAL -         1.976  (meters)       6.48   (feet)  ADJ UNCH  
 TU0445  ___________________________________________________________________
 TU0445  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU0445
 TU0445  VERT ORDER  -  SECOND    CLASS 0
 TU0445
 TU0445.The horizontal coordinates were scaled from a topographic map and have
 TU0445.an estimated accuracy of +/- 6 seconds.
 TU0445
 TU0445.The orthometric height was key entered from printed documents
 TU0445.and not key verified.
 TU0445
 TU0445.The geoid height was determined by GEOID03.
 TU0445
 TU0445;                    North         East    Units  Estimated Accuracy
 TU0445;SPC HI 3     -    17,620.      503,750.      MT  (+/- 180 meters Scaled)
 TU0445
 TU0445                          SUPERSEDED SURVEY CONTROL
 TU0445
 TU0445.No superseded survey control is available for this station.
 TU0445
 TU0445_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ074585(NAD 83)
 TU0445_MARKER: DJ = TIDAL STATION DISK
 TU0445_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0445_SP_SET: PIER
 TU0445_STAMPING: NO. 2 1925
 TU0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0445
 TU0445  HISTORY     - Date     Condition        Report By
 TU0445  HISTORY     - 1925     MONUMENTED       CGS
 TU0445  HISTORY     - 1969     GOOD             NGS
 TU0445
 TU0445                          STATION DESCRIPTION
 TU0445
 TU0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0445'6.7 MI W FROM HONOLULU.
 TU0445'FROM THE MAIN GATE OF HICKAM AIR FORCE BASE FOLLOW THE FOUR-LANED MAIN
 TU0445'ROAD (VANDENBERG AND FOX BOULEVARDS) FOR 0.9 MILE TO VICKERS AVENUE,
 TU0445'TURN SOUTHWEST AND GO 1.2 MILE TO FORT KAM ROAD, TURN SOUTHEAST ON
 TU0445'FORT KAM ROAD AND GO 0.3 MILE TO A ROAD ALONG THE SOUTHEAST SIDE OF A
 TU0445'LARGE SEWAGE TREATMENT PLANT, TURN SOUTHWEST AND GO 0.15 MILE TO THE
 TU0445'MARK AT THE INSHORE END AND NORTHERLY SIDE OF THE OLD FORT KAMEHAMEHA
 TU0445'FERRY AND QUARTERMASTER PIER AT THE BERM LINE OF THE NEW SHORELINE
 TU0445'RIP-RAP TO THE NORTH OF THE PIER.  SET IN THE PIER COPING 31 YARDS
 TU0445'SOUTHWESTERLY OF THE EXTENDED CENTERLINE OF WORCHESTER AVENUE, 84 FEET
 TU0445'SOUTHWEST OF THE SOUTH CORNER OF THE SEWAGE PLANT EFFLUENT PUMP
 TU0445'BUILDING, 13 FEET NORTHEASTERLY OF AN OLD FENCE ACROSS THE PIER, AND 6
 TU0445'FEET SOUTHWESTERLY OF WHERE THE CONCRETE PIER BULKHEAD BUTTS AGAINST
 TU0445'STONE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0453 ***********************************************************************
 TU0453  DESIGNATION -  TIDAL STA 26 B TIDAL 2
 TU0453  PID         -  TU0453
 TU0453  STATE/COUNTY-  HI/HONOLULU
 TU0453  USGS QUAD   -  PEARL HARBOR (1983)
 TU0453
 TU0453                         *CURRENT SURVEY CONTROL
 TU0453  ___________________________________________________________________
 TU0453* NAD 83(1986)-  21 21 10.     (N)    157 57 04.     (W)     SCALED    
 TU0453* LOCAL TIDAL -         3.663  (meters)      12.02   (feet)  ADJ UNCH  
 TU0453  ___________________________________________________________________
 TU0453  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0453
 TU0453  VERT ORDER  -  SECOND    CLASS 0
 TU0453
 TU0453.The horizontal coordinates were scaled from a topographic map and have
 TU0453.an estimated accuracy of +/- 6 seconds.
 TU0453
 TU0453.The orthometric height was key entered from printed documents
 TU0453.and not key verified.
 TU0453
 TU0453.The geoid height was determined by GEOID03.
 TU0453
 TU0453;                    North         East    Units  Estimated Accuracy
 TU0453;SPC HI 3     -    20,610.      505,070.      MT  (+/- 180 meters Scaled)
 TU0453
 TU0453                          SUPERSEDED SURVEY CONTROL
 TU0453
 TU0453.No superseded survey control is available for this station.
 TU0453
 TU0453_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ087615(NAD 83)
 TU0453_MARKER: DB = BENCH MARK DISK
 TU0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0453_SP_SET: DOCK
 TU0453_STAMPING: NO 2 1950
 TU0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0453
 TU0453  HISTORY     - Date     Condition        Report By
 TU0453  HISTORY     - 1950     MONUMENTED       CGS
 TU0453  HISTORY     - 1966     GOOD             NGS
 TU0453  HISTORY     - 20030716 MARK NOT FOUND   GEOCAC
 TU0453
 TU0453                          STATION DESCRIPTION
 TU0453
 TU0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0453'3.1 MI SE FROM PEARL CITY.
 TU0453'ENTER PEARL HARBOR NAVAL BASE THROUGH THE NIMITZ GATE, TURN RIGHT 0.1
 TU0453'MILE THEN TURN LEFT ONTO AVENUE A, CONTINUE STRAIGHT TO DOCK BAKER 21.
 TU0453'THE DISK IS SET IN CONCRETE 39 PACES SOUTH OF THE NORTHEAST CORNER OF
 TU0453'DOCK BAKER 21, 1 FOOD EAST OF THE EDGE OF THE DOCK, 0.5 FOOT NORTH OF
 TU0453'THE NORTH EDGE OF A LARGE SINGLE IRON MOORING BITT AND 42 PACES NORTH
 TU0453'OF THE NORTHWEST CORNER OF BUILDING NO. 72.
 TU0453
 TU0453                          STATION RECOVERY (2003)
 TU0453
 TU0453'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0453'PIER HAS BEEN REBUILT TWICE SINCE 1966.  MARK WAS NOT FOUND. AVENUE A
 TU0453'HAS BEEN RENAMED TO PEARL HARBOR BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0454 ***********************************************************************
 TU0454  DESIGNATION -  TIDAL STA 26 B TIDAL 3
 TU0454  PID         -  TU0454
 TU0454  STATE/COUNTY-  HI/HONOLULU
 TU0454  USGS QUAD   -  PEARL HARBOR (1983)
 TU0454
 TU0454                         *CURRENT SURVEY CONTROL
 TU0454  ___________________________________________________________________
 TU0454* NAD 83(1986)-  21 21 11.     (N)    157 57 02.     (W)     SCALED    
 TU0454* LOCAL TIDAL -         3.403  (meters)      11.16   (feet)  ADJ UNCH  
 TU0454  ___________________________________________________________________
 TU0454  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU0454
 TU0454  VERT ORDER  -  SECOND    CLASS 0
 TU0454
 TU0454.The horizontal coordinates were scaled from a topographic map and have
 TU0454.an estimated accuracy of +/- 6 seconds.
 TU0454
 TU0454.The orthometric height was key entered from printed documents
 TU0454.and not key verified.
 TU0454
 TU0454.The geoid height was determined by GEOID03.
 TU0454
 TU0454;                    North         East    Units  Estimated Accuracy
 TU0454;SPC HI 3     -    20,640.      505,130.      MT  (+/- 180 meters Scaled)
 TU0454
 TU0454                          SUPERSEDED SURVEY CONTROL
 TU0454
 TU0454.No superseded survey control is available for this station.
 TU0454
 TU0454_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ088615(NAD 83)
 TU0454_MARKER: DB = BENCH MARK DISK
 TU0454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0454_SP_SET: BUILDING
 TU0454_STAMPING: NO 3 1950
 TU0454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TU0454+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 TU0454
 TU0454  HISTORY     - Date     Condition        Report By
 TU0454  HISTORY     - 1950     MONUMENTED       CGS
 TU0454  HISTORY     - 1966     GOOD             NGS
 TU0454  HISTORY     - 20030708 GOOD             GEOCAC
 TU0454
 TU0454                          STATION DESCRIPTION
 TU0454
 TU0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0454'3.1 MI SE FROM PEARL CITY.
 TU0454'ENTER PEARL HARBOR NAVAL BASE THROUGH THE NIMITZ GATE, TURN RIGHT 0.1
 TU0454'MILE THEN TURN LEFT ONTO AVENUE A, CONTINUE STRAIGHT TO DOCK BAKER 21.
 TU0454'BUILDING NO. 72 IS ADJACENT TO DOCK BAKER 20 AND 21.  THE MARK IS SET
 TU0454'9 FEET EAST OF THE NORTHWEST CORNER OF BUILDING NO. 72 AND 1.2 FEET
 TU0454'NORTH OF THE BUILDING IN A CONCRETE MANHOLE STRUCTURE.
 TU0454
 TU0454                          STATION RECOVERY (2003)
 TU0454
 TU0454'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0454'STREET NAME HAS BEEN CHANGED TO PEARL HARBOR BLV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0455 ***********************************************************************
 TU0455  DESIGNATION -  TIDAL STA 26 B TIDAL 4
 TU0455  PID         -  TU0455
 TU0455  STATE/COUNTY-  HI/HONOLULU
 TU0455  USGS QUAD   -  PEARL HARBOR (1983)
 TU0455
 TU0455                         *CURRENT SURVEY CONTROL
 TU0455  ___________________________________________________________________
 TU0455* NAD 83(1986)-  21 21 12.     (N)    157 57 00.     (W)     SCALED    
 TU0455* LOCAL TIDAL -         3.403  (meters)      11.16   (feet)  ADJ UNCH  
 TU0455  ___________________________________________________________________
 TU0455  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU0455
 TU0455  VERT ORDER  -  SECOND    CLASS 0
 TU0455
 TU0455.The horizontal coordinates were scaled from a topographic map and have
 TU0455.an estimated accuracy of +/- 6 seconds.
 TU0455
 TU0455.The orthometric height was key entered from printed documents
 TU0455.and not key verified.
 TU0455
 TU0455.The geoid height was determined by GEOID03.
 TU0455
 TU0455;                    North         East    Units  Estimated Accuracy
 TU0455;SPC HI 3     -    20,670.      505,190.      MT  (+/- 180 meters Scaled)
 TU0455
 TU0455                          SUPERSEDED SURVEY CONTROL
 TU0455
 TU0455.No superseded survey control is available for this station.
 TU0455
 TU0455_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ088616(NAD 83)
 TU0455_MARKER: DB = BENCH MARK DISK
 TU0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0455_SP_SET: FOOTING
 TU0455_STAMPING: NO 4 1950
 TU0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0455
 TU0455  HISTORY     - Date     Condition        Report By
 TU0455  HISTORY     - 1950     MONUMENTED       CGS
 TU0455  HISTORY     - 1966     GOOD             NGS
 TU0455  HISTORY     - 20030716 GOOD             GEOCAC
 TU0455
 TU0455                          STATION DESCRIPTION
 TU0455
 TU0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0455'3.1 MI SE FROM PEARL CITY.
 TU0455'ENTER PEARL HARBOR NAVAL BASE THROUGH THE NIMITZ GATE, TURN RIGHT 0.1
 TU0455'MILE THEN TURN LEFT ONTO AVENUE A.  THE MARK IS SET IN THE CONCRETE
 TU0455'FOOTING OF BUILDING NO. 179 AT THE CORNER OF EIGHTH STREET AND AVENUE
 TU0455'A, 0.5 FOOT FROM THE SOUTHEAST CORNER OF THE BUILDING.
 TU0455
 TU0455                          STATION RECOVERY (2003)
 TU0455
 TU0455'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU0455'AVENUE A HAS BEEN RENAMED TO PEARL HARBOR BOULEVARD.
 TU0455' 
 TU0455' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0019 ***********************************************************************
 TU0019  DESIGNATION -  TIDE GAGE
 TU0019  PID         -  TU0019
 TU0019  STATE/COUNTY-  HI/HAWAII
 TU0019  USGS QUAD   -  HILO (1995)
 TU0019
 TU0019                         *CURRENT SURVEY CONTROL
 TU0019  ___________________________________________________________________
 TU0019* NAD 83(1986)-  19 43 48.     (N)    155 03 21.     (W)     SCALED    
 TU0019* LOCAL TIDAL -         3.268  (meters)      10.72   (feet)  ADJ UNCH  
 TU0019  ___________________________________________________________________
 TU0019  GEOID HEIGHT-          17.61  (meters)                     GEOID03
 TU0019
 TU0019  VERT ORDER  -  FIRST     CLASS I
 TU0019
 TU0019.The horizontal coordinates were scaled from a topographic map and have
 TU0019.an estimated accuracy of +/- 6 seconds.
 TU0019
 TU0019.The orthometric height was key entered from printed documents
 TU0019.and not key verified.
 TU0019
 TU0019.The geoid height was determined by GEOID03.
 TU0019
 TU0019;                    North         East    Units  Estimated Accuracy
 TU0019;SPC HI 1     -    99,320.      546,560.      MT  (+/- 180 meters Scaled)
 TU0019
 TU0019                          SUPERSEDED SURVEY CONTROL
 TU0019
 TU0019.No superseded survey control is available for this station.
 TU0019
 TU0019_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB845829(NAD 83)
 TU0019_MARKER: Z = SEE DESCRIPTION
 TU0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0019_SP_SET: BUILDING
 TU0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0019
 TU0019  HISTORY     - Date     Condition        Report By
 TU0019  HISTORY     - UNK      MONUMENTED       CGS
 TU0019  HISTORY     - 1975     GOOD             NGS
 TU0019
 TU0019                          STATION DESCRIPTION
 TU0019
 TU0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0019'0.90 MI NE FROM HILO.
 TU0019'0.70 MILE NORTHEAST ALONG KALANIANAOLE AVE. FROM THE INTERSECTIONS OF
 TU0019'STATE HIGHWAY 11 AND 19, THENCE 0.01 MILE NORTH ALONG KUHIO ST. TO THE
 TU0019'ENTRANCE TO PORT OF HILO, THENCE ABOUT 0.10 MILE NORTHWEST AND THROUGH
 TU0019'THE YOUNG BROS. WAREHOUSE ON PIER 2, LOCATED IN THE NORTHWEST CORNER
 TU0019'OF WAREHOUSE, INSIDE THE BIGGEST ONE OF 2 LITTLE HOUSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1487 ***********************************************************************
 TU1487  DESIGNATION -  TIP
 TU1487  PID         -  TU1487
 TU1487  STATE/COUNTY-  HI/HONOLULU
 TU1487  USGS QUAD   -  KAHUKU (1983)
 TU1487
 TU1487                         *CURRENT SURVEY CONTROL
 TU1487  ___________________________________________________________________
 TU1487* NAD 83(1993)-  21 42 42.17622(N)    157 59 02.42432(W)     ADJUSTED  
 TU1487* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1487  ___________________________________________________________________
 TU1487  EPOCH DATE  -        1993.62
 TU1487  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 TU1487  GEOID HEIGHT-          12.88  (meters)                     GEOID03
 TU1487
 TU1487  HORZ ORDER  -  THIRD
 TU1487
 TU1487.The horizontal coordinates were established by classical geodetic methods
 TU1487.and adjusted by the National Geodetic Survey in December 1998..
 TU1487.The horizontal coordinates are valid at the epoch date displayed above.
 TU1487.The epoch date for horizontal control is a decimal equivalence
 TU1487.of Year/Month/Day.
 TU1487
 TU1487.The orthometric height was scaled from a topographic map.
 TU1487
 TU1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1487
 TU1487.The geoid height was determined by GEOID03.
 TU1487
 TU1487;                    North         East     Units Scale Factor Converg.
 TU1487;SPC HI 3     -    60,348.822   501,654.797   MT  0.99999003   +0 00 21.3
 TU1487;UTM  04      - 2,401,263.178   605,086.345   MT  0.99973645   +0 22 33.2
 TU1487
 TU1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1487!SPC HI 3     -   0.99999750  x   0.99999003  =   0.99998753
 TU1487!UTM  04      -   0.99999750  x   0.99973645  =   0.99973396
 TU1487
 TU1487|---------------------------------------------------------------------|
 TU1487| PID    Reference Object                     Distance      Geod. Az  |
 TU1487|                                                           dddmmss.s |
 TU1487| CJ9065 TIP RM 1                             12.548 METERS 09127     |
 TU1487| TU1483 RADIO CORP POWER PLANT CHIMNEY      APPROX. 1.3 KM 1182511.7 |
 TU1487| CJ9066 TIP RM 2                             35.690 METERS 17742     |
 TU1487| CJ9067 TIP RM 3                              6.912 METERS 19134     |
 TU1487| TU1496 OPANA                               APPROX. 3.8 KM 2223043.2 |
 TU1487|---------------------------------------------------------------------|
 TU1487
 TU1487                          SUPERSEDED SURVEY CONTROL
 TU1487
 TU1487  NAD 83(1986)-  21 42 42.12843(N)    157 59 02.43512(W) AD(       ) 3
 TU1487  OLD HI      -  21 42 53.56600(N)    157 59 12.35600(W) AD(       ) 3
 TU1487
 TU1487.Superseded values are not recommended for survey control.
 TU1487.NGS no longer adjusts projects to the OLD HI datum.
 TU1487.See file dsdata.txt to determine how the superseded data were derived.
 TU1487
 TU1487_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFK0508601263(NAD 83)
 TU1487_MARKER: Z = SEE DESCRIPTION
 TU1487_SETTING: 0 = UNSPECIFIED SETTING
 TU1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1487+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 TU1487
 TU1487  HISTORY     - Date     Condition        Report By
 TU1487  HISTORY     - 1932     MONUMENTED       CGS
 TU1487  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1487  HISTORY     - 20040507 GOOD             GEOCAC
 TU1487
 TU1487                          STATION DESCRIPTION
 TU1487
 TU1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1487'ON THE MOST N POINT OF OAHU, ON A LOW ROCKY NECK.
 TU1487'
 TU1487'STATION AND R.M. 1 ARE STANDARD DISKS SET IN CONCRETE IN
 TU1487'DEPRESSIONS IN OUTCROPPING BEDROCK.
 TU1487'
 TU1487'R.M. 2 IS A STANDARD DISK SET ON TOP OF A SOLITARY BOULDER.
 TU1487'
 TU1487'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1487
 TU1487                          STATION RECOVERY (1964)
 TU1487
 TU1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1487'STATION WAS RECOVERED.  EROSION HAD WORN THE CORAL ROCK AWAY
 TU1487'UNTIL THE STATION DISK PROJECTED ABOUT 1/2-INCH.  REFERENCE
 TU1487'MARK NUMBER ONE WAS FOUND IN GOOD CONDITION.  REFERENCE MARK
 TU1487'NUMBER TWO IS GONE.  THE STATION MARK WAS RE-INFORCED WITH
 TU1487'CEMENT AND A NEW REFERENCE MARK, NUMBER THREE, WAS
 TU1487'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1487'
 TU1487'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF KAHUKU, AT THE
 TU1487'OLD KAHUKU AIRFIELD, ON A LOW, ROCK POINT THAT IS THE
 TU1487'NORTHERNMOST POINT OF OAHU.
 TU1487'
 TU1487'TO REACH STATION FROM THE KAHUKU PLANTATION OFFICE IN KAHUKU,
 TU1487'GO NORTHWEST ON STATE HIGHWAY 83 FOR 2.1 MILES.  TURN RIGHT,
 TU1487'ON PAVED SIDE ROAD AND GO 0.5 MILE.  TAKE LEFT FORK AND FOLLOW
 TU1487'PAVED ROAD 0.5 MILE TO ENTRANCE TO KAHUKU AIRFIELD.  BEAR LEFT,
 TU1487'CROSSING OLD RUNWAY AND ALONG ITS NORTH SIDE, FOR 0.4 MILE.  GO
 TU1487'RIGHT, ON TRACK ROAD TOWARDS SAND DUNE, FOR 0.25 MILE.  TAKE
 TU1487'RIGHT FORK, PASSING AROUND RIGHT SIDE OF DUNE, AND GO 0.15
 TU1487'MILE TO ROCK LINE AND STATION ABOUT 75 YARDS NORTH OF DUNE.
 TU1487'
 TU1487'STATION MARK IS A STANDARD DISK STAMPED TIP 1932, CEMENTED IN A
 TU1487'DRILL HOLE IN BEDROCK.  IT IS 75 YARDS SOUTH-SOUTHEAST
 TU1487'OF THE TIP OF THE ROCK POINT, 20 YARDS SOUTH OF SMALL COVE,
 TU1487'62-1/2 FEET SOUTHWEST OF END OF A SMALL INLET ON EAST SIDE OF
 TU1487'POINT, AND ABOUT 2 FEET LOWER THAN GENERAL LEVEL OF THE POINT.
 TU1487'
 TU1487'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TIP 1,
 TU1487'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 41 FEET SOUTH OF
 TU1487'END OF THE SMALL INLET AND 0.7 FOOT LOWER THAN STATION
 TU1487'MARK.  (NOTE--THE ARROW POINTS OFF ABOUT 5 FEET SOUTH OF
 TU1487'STATION MARK.)
 TU1487'
 TU1487'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED TIP
 TU1487'1932 NO 3 1964, CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT
 TU1487'1-1/2 FEET HIGHER THAN STATION MARK.
 TU1487
 TU1487                          STATION RECOVERY (2004)
 TU1487
 TU1487'RECOVERY NOTE BY GEOCACHING 2004 (GFH)
 TU1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1982 ***********************************************************************
 TU1982  DESIGNATION -  TIT
 TU1982  PID         -  TU1982
 TU1982  STATE/COUNTY-  HI/KAUAI
 TU1982  USGS QUAD   -  HAENA (1983)
 TU1982
 TU1982                         *CURRENT SURVEY CONTROL
 TU1982  ___________________________________________________________________
 TU1982* NAD 83(1993)-  22 12 55.86268(N)    159 34 11.94217(W)     ADJUSTED  
 TU1982* LOCAL TIDAL -                                                        
 TU1982  ___________________________________________________________________
 TU1982  EPOCH DATE  -        1993.62
 TU1982  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 TU1982  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU1982
 TU1982  HORZ ORDER  -  THIRD
 TU1982
 TU1982.The horizontal coordinates were established by classical geodetic methods
 TU1982.and adjusted by the National Geodetic Survey in December 1998..
 TU1982.The horizontal coordinates are valid at the epoch date displayed above.
 TU1982.The epoch date for horizontal control is a decimal equivalence
 TU1982.of Year/Month/Day.
 TU1982
 TU1982
 TU1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1982
 TU1982.The geoid height was determined by GEOID03.
 TU1982
 TU1982;                    North         East     Units Scale Factor Converg.
 TU1982;SPC HI 4     -    42,320.717   492,784.350   MT  0.99999064   -0 01 35.3
 TU1982;UTM  04      - 2,456,792.510   441,254.392   MT  0.99964264   -0 12 55.8
 TU1982
 TU1982                          SUPERSEDED SURVEY CONTROL
 TU1982
 TU1982  NAD 83(1986)-  22 12 55.81896(N)    159 34 11.98519(W) AD(       ) 4
 TU1982  OLD HI      -  22 13 07.16000(N)    159 34 22.07000(W) AD(       ) 3
 TU1982
 TU1982.Superseded values are not recommended for survey control.
 TU1982.NGS no longer adjusts projects to the OLD HI datum.
 TU1982.See file dsdata.txt to determine how the superseded data were derived.
 TU1982
 TU1982_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4125456793(NAD 83)
 TU1982
 TU1982  HISTORY     - Date     Condition        Report By
 TU1982  HISTORY     - 1927     MONUMENTED       CGS
 TU1982  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1982  HISTORY     - 1983     GOOD             USPSQD
 TU1982  HISTORY     - 1988     GOOD             USPSQD
 TU1982  HISTORY     - 19910619 GOOD             USPSQD
 TU1982  HISTORY     - 19970110 GOOD             USPSQD
 TU1982  HISTORY     - 19970611 GOOD             USPSQD
 TU1982  HISTORY     - 19980820 GOOD             USPSQD
 TU1982
 TU1982                          STATION DESCRIPTION
 TU1982
 TU1982'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1982'ON NORTH COAST OF KAUAI, A HIGH TIT ON THE SEAWARD END OF A
 TU1982'PROMINENT RIDGE ABOUT MIDWAY BETWEEN WAINIHA BAY AND KAILIU
 TU1982'POINT.  THE POINT IS EASILY SEEN FROM HANALEI BAY, BUT FADES
 TU1982'INTO BACKGROUND WHEN DIRECTLY OFFSHORE FROM STATION.  NOT MARKED.
 TU1982
 TU1982                          STATION RECOVERY (1965)
 TU1982
 TU1982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1982'STATION WAS IDENTIFIED BY ANGLE AT STATION HANALEI AND IS IN
 TU1982'GOOD CONDITION.  A SMALL ROCK PROJECTION, BETTER DESCRIBED AS
 TU1982'A NIPPLE, AT THE 1600-FOOT ELEVATION ON NORTH END OF THE RUGGED,
 TU1982'HIGH RIDGE ON WEST SIDE OF WAINIHA RIVER, AND ABOUT 1/4-MILE
 TU1982'SOUTH FROM SHORELINE.
 TU1982
 TU1982                          STATION RECOVERY (1983)
 TU1982
 TU1982'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1982'STATION RECOVERED GOOD RECOVERED AS DESCRIBED BY D.M.W. 1965.
 TU1982
 TU1982                          STATION RECOVERY (1988)
 TU1982
 TU1982'RECOVERY NOTE BY US POWER SQUADRON 1988 (EJS)
 TU1982'RECOVERED IN GOOD CONDITION.
 TU1982
 TU1982                          STATION RECOVERY (1991)
 TU1982
 TU1982'RECOVERY NOTE BY US POWER SQUADRON 1991 (EBS)
 TU1982'RECOVERED IN GOOD CONDITION.
 TU1982
 TU1982                          STATION RECOVERY (1997)
 TU1982
 TU1982'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1982'RECOVERED IN GOOD CONDITION.
 TU1982
 TU1982                          STATION RECOVERY (1997)
 TU1982
 TU1982'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1982'RECOVERED IN GOOD CONDITION.
 TU1982
 TU1982                          STATION RECOVERY (1998)
 TU1982
 TU1982'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2039 ***********************************************************************
 TU2039  DESIGNATION -  TM ANTENNA 1967
 TU2039  PID         -  TU2039
 TU2039  STATE/COUNTY-  HI/KAUAI
 TU2039  USGS QUAD   -  KEKAHA (1983)
 TU2039
 TU2039                         *CURRENT SURVEY CONTROL
 TU2039  ___________________________________________________________________
 TU2039* NAD 83(1993)-  22 01 36.59303(N)    159 46 54.75964(W)     ADJUSTED  
 TU2039* LOCAL TIDAL -                                                        
 TU2039  ___________________________________________________________________
 TU2039  EPOCH DATE  -        1993.62
 TU2039  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 TU2039  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU2039
 TU2039  HORZ ORDER  -  THIRD
 TU2039
 TU2039.The horizontal coordinates were established by classical geodetic methods
 TU2039.and adjusted by the National Geodetic Survey in December 1998..
 TU2039.The horizontal coordinates are valid at the epoch date displayed above.
 TU2039.The epoch date for horizontal control is a decimal equivalence
 TU2039.of Year/Month/Day.
 TU2039
 TU2039
 TU2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2039
 TU2039.The geoid height was determined by GEOID03.
 TU2039
 TU2039;                    North         East     Units Scale Factor Converg.
 TU2039;SPC HI 4     -    21,452.545   470,898.390   MT  1.00000046   -0 06 20.6
 TU2039;UTM  04      - 2,436,003.321   419,307.304   MT  0.99968045   -0 17 35.7
 TU2039
 TU2039                          SUPERSEDED SURVEY CONTROL
 TU2039
 TU2039  NAD 83(1986)-  22 01 36.55812(N)    159 46 54.78543(W) AD(       ) 4
 TU2039  OLD HI      -  22 01 47.83450(N)    159 47 04.82940(W) AD(       ) 3
 TU2039
 TU2039.Superseded values are not recommended for survey control.
 TU2039.NGS no longer adjusts projects to the OLD HI datum.
 TU2039.See file dsdata.txt to determine how the superseded data were derived.
 TU2039
 TU2039_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1930736003(NAD 83)
 TU2039
 TU2039  HISTORY     - Date     Condition        Report By
 TU2039  HISTORY     - 1967     MONUMENTED       CGS
 TU2039  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2039
 TU2039                          STATION DESCRIPTION
 TU2039
 TU2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2039'0.15 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE MAIN GATE
 TU2039'TO BARKING SANDS PACIFIC MISSLE RANGE FACILITY, THENCE 0.6
 TU2039'MILE SOUTH ALONG THE LEFT FORK TO A CROSSROAD, THENCE 0.1 MILE
 TU2039'SOUTH ON A PAVED ROAD.
 TU2039'
 TU2039'THE STATION IS THE CENTER OF A LARGE DISH ANTENNA, MOUNTED ON
 TU2039'THE TOP OF A CYLINDRICAL PEDESTAL PAINTED WHITE IN COLOR AND
 TU2039'25 FEET IN HEIGHT.
 TU2039'
 TU2039'A CONNECTION WAS MADE TO TRIANGULATION STATION CANE
 TU2039'1964.  DISTANCE BEING 51.786 METERS OR 169.90 FEET NORTH OF
 TU2039'TRIANGULATION STATION CANE 1965.
 TU2039
 TU2039                          STATION RECOVERY (1983)
 TU2039
 TU2039'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2039'STATION DESTROYED.  ANTENNA NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2055 ***********************************************************************
 TU2055  DESIGNATION -  TM BORESIGHT ANTENNA 1967
 TU2055  PID         -  TU2055
 TU2055  STATE/COUNTY-  HI/KAUAI
 TU2055  USGS QUAD   -  KEKAHA (1983)
 TU2055
 TU2055                         *CURRENT SURVEY CONTROL
 TU2055  ___________________________________________________________________
 TU2055* NAD 83(1993)-  22 01 58.64986(N)    159 46 52.91647(W)     ADJUSTED  
 TU2055* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU2055  ___________________________________________________________________
 TU2055  EPOCH DATE  -        1993.62
 TU2055  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 TU2055  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU2055
 TU2055  HORZ ORDER  -  SECOND
 TU2055
 TU2055.The horizontal coordinates were established by classical geodetic methods
 TU2055.and adjusted by the National Geodetic Survey in December 1998..
 TU2055.The horizontal coordinates are valid at the epoch date displayed above.
 TU2055.The epoch date for horizontal control is a decimal equivalence
 TU2055.of Year/Month/Day.
 TU2055
 TU2055.The orthometric height was scaled from a topographic map.
 TU2055
 TU2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2055
 TU2055.The geoid height was determined by GEOID03.
 TU2055
 TU2055;                    North         East     Units Scale Factor Converg.
 TU2055;SPC HI 4     -    22,130.882   470,952.499   MT  1.00000042   -0 06 20.0
 TU2055;UTM  04      - 2,436,681.260   419,363.615   MT  0.99968034   -0 17 35.3
 TU2055
 TU2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2055!SPC HI 4     -   0.99999699  x   1.00000042  =   0.99999741
 TU2055!UTM  04      -   0.99999699  x   0.99968034  =   0.99967733
 TU2055
 TU2055                          SUPERSEDED SURVEY CONTROL
 TU2055
 TU2055  NAD 83(1986)-  22 01 58.61490(N)    159 46 52.94230(W) AD(       ) 2
 TU2055  OLD HI      -  22 02 09.89310(N)    159 47 02.98730(W) AD(       ) 2
 TU2055
 TU2055.Superseded values are not recommended for survey control.
 TU2055.NGS no longer adjusts projects to the OLD HI datum.
 TU2055.See file dsdata.txt to determine how the superseded data were derived.
 TU2055
 TU2055_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1936436681(NAD 83)
 TU2055_MARKER: Z = SEE DESCRIPTION
 TU2055_SETTING: 0 = UNSPECIFIED SETTING
 TU2055
 TU2055  HISTORY     - Date     Condition        Report By
 TU2055  HISTORY     - 1967     MONUMENTED       CGS
 TU2055  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2055
 TU2055                          STATION DESCRIPTION
 TU2055
 TU2055'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2055'THE STATION IS LOCATED ON THE BARKING SANDS PACIFIC MISSILE RANGE
 TU2055'FACILITY, ABOUT 0.3 MILE SOUTH OF THE MAIN GATE, 0.25 MILE
 TU2055'NORTHEAST OF THE CONTROL TOWER AND 0.1 MILE WEST OF THE EAST
 TU2055'BOUNDARY OF THE BASE.
 TU2055'
 TU2055'TO REACH THE STATION FROM THE MAIN GATE OF THE BARKING SANDS
 TU2055'PACIFIC MISSILE RANGE FACILITY, GO SOUTHWEST ON AN ASPHALT ROAD
 TU2055'FOR 0.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 TU2055'SOUTHWEST ON AN ASPHALT ROAD FOR 0.2 MILE TO A ROAD ON THE LEFT,
 TU2055'JUST BEFORE REACHING THE ESSA WEATHER BUREAU BUILDING.  TURN LEFT
 TU2055'AND GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON
 TU2055'THE RIGHT.
 TU2055'
 TU2055'THE STATION IS THE TIP OF A FLAT, TRIANGULAR ANTENNA MOUNTED NEAR
 TU2055'THE TOP AND ON THE SOUTH SIDE OF A 100-FOOT, 3-LEGGED TOWER THAT IS
 TU2055'PAINTED ALTERNATELY RED AND WHITE.  A TEMPORARY POINT WAS PLUMBED
 TU2055'UNDER THE TIP OF THE ANTENNA AND THE STATION WAS OCCUPIED FROM
 TU2055'THE GROUND.
 TU2055
 TU2055                          STATION RECOVERY (1983)
 TU2055
 TU2055'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2055'STATION DESTROYED, EQUIPMENT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2056 ***********************************************************************
 TU2056  DESIGNATION -  TM TARGET BOARD 1967
 TU2056  PID         -  TU2056
 TU2056  STATE/COUNTY-  HI/KAUAI
 TU2056  USGS QUAD   -  KEKAHA (1983)
 TU2056
 TU2056                         *CURRENT SURVEY CONTROL
 TU2056  ___________________________________________________________________
 TU2056* NAD 83(1993)-  22 01 58.72042(N)    159 46 52.92331(W)     ADJUSTED  
 TU2056* LOCAL TIDAL -                                                        
 TU2056  ___________________________________________________________________
 TU2056  EPOCH DATE  -        1993.62
 TU2056  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 TU2056  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU2056
 TU2056  HORZ ORDER  -  THIRD
 TU2056
 TU2056.The horizontal coordinates were established by classical geodetic methods
 TU2056.and adjusted by the National Geodetic Survey in December 1998..
 TU2056.The horizontal coordinates are valid at the epoch date displayed above.
 TU2056.The epoch date for horizontal control is a decimal equivalence
 TU2056.of Year/Month/Day.
 TU2056
 TU2056
 TU2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2056
 TU2056.The geoid height was determined by GEOID03.
 TU2056
 TU2056;                    North         East     Units Scale Factor Converg.
 TU2056;SPC HI 4     -    22,133.052   470,952.307   MT  1.00000042   -0 06 20.0
 TU2056;UTM  04      - 2,436,683.431   419,363.430   MT  0.99968034   -0 17 35.3
 TU2056
 TU2056                          SUPERSEDED SURVEY CONTROL
 TU2056
 TU2056  NAD 83(1986)-  22 01 58.68545(N)    159 46 52.94913(W) AD(       ) 4
 TU2056  OLD HI      -  22 02 09.96360(N)    159 47 02.99420(W) AD(       ) 3
 TU2056
 TU2056.Superseded values are not recommended for survey control.
 TU2056.NGS no longer adjusts projects to the OLD HI datum.
 TU2056.See file dsdata.txt to determine how the superseded data were derived.
 TU2056
 TU2056_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1936336683(NAD 83)
 TU2056
 TU2056  HISTORY     - Date     Condition        Report By
 TU2056  HISTORY     - 1967     MONUMENTED       CGS
 TU2056  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 TU2056
 TU2056                          STATION DESCRIPTION
 TU2056
 TU2056'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU2056'0.15 MILE SOUTHWEST ALONG AN ASPHALT ROAD FROM THE MAIN GATE TO
 TU2056'BARKING SANDS PACIFIC MISSILE RANGE FACILITY, THENCE 0.2 MILE
 TU2056'SOUTHWEST ALONG THE RIGHT FORK, THENCE 0.1 MILE EAST ALONG A
 TU2056'GRAVELED ROAD.
 TU2056'
 TU2056'THE STATION IS A 4-FOOT SQUARE METAL TARGET, PAINTED BLACK AND
 TU2056'WHITE AND IS 94 FEET ABOVE THE SURFACE OF THE GROUND ON A 3-LEGGED
 TU2056'RED AND WHITE PAINTED METAL TOWER.
 TU2056'
 TU2056'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TM
 TU2056'BORESIGHT ANTENNA.  DISTANCE BEING 2.1789 METERS OF (7.149) FEET
 TU2056'NORTHWEST OF STATION TM BORESIGHT ANTENNA.
 TU2056
 TU2056                          STATION RECOVERY (1983)
 TU2056
 TU2056'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU2056'STATION DESTROYED, EQUIPMENT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2516 ***********************************************************************
 TU2516  DESIGNATION -  TOBACCO
 TU2516  PID         -  TU2516
 TU2516  STATE/COUNTY-  HI/HAWAII
 TU2516  USGS QUAD   -  HONAUNAU (1996)
 TU2516
 TU2516                         *CURRENT SURVEY CONTROL
 TU2516  ___________________________________________________________________
 TU2516* NAD 83(1993)-  19 24 57.19662(N)    155 52 41.65374(W)     ADJUSTED  
 TU2516* LOCAL TIDAL -                                                        
 TU2516  ___________________________________________________________________
 TU2516  EPOCH DATE  -        1993.62
 TU2516  LAPLACE CORR-          25.05  (seconds)                    DEFLEC99
 TU2516  GEOID HEIGHT-          21.04  (meters)                     GEOID03
 TU2516
 TU2516  HORZ ORDER  -  THIRD
 TU2516
 TU2516.The horizontal coordinates were established by classical geodetic methods
 TU2516.and adjusted by the National Geodetic Survey in December 1998..
 TU2516.The horizontal coordinates are valid at the epoch date displayed above.
 TU2516.The epoch date for horizontal control is a decimal equivalence
 TU2516.of Year/Month/Day.
 TU2516
 TU2516
 TU2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2516
 TU2516.The geoid height was determined by GEOID03.
 TU2516
 TU2516;                    North         East     Units Scale Factor Converg.
 TU2516;SPC HI 1     -    64,526.489   460,275.734   MT  0.99998616   -0 07 32.7
 TU2516;UTM  05      - 2,149,370.926   197,726.679   MT  1.00072957   -0 57 27.1
 TU2516
 TU2516                          SUPERSEDED SURVEY CONTROL
 TU2516
 TU2516  NAD 83(1986)-  19 24 57.19267(N)    155 52 41.69129(W) AD(       ) 4
 TU2516  OLD HI      -  19 25 08.87200(N)    155 52 51.19300(W) AD(       ) 3
 TU2516
 TU2516.Superseded values are not recommended for survey control.
 TU2516.NGS no longer adjusts projects to the OLD HI datum.
 TU2516.See file dsdata.txt to determine how the superseded data were derived.
 TU2516
 TU2516_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9772749371(NAD 83)
 TU2516
 TU2516  HISTORY     - Date     Condition        Report By
 TU2516  HISTORY     - UNK      MONUMENTED
 TU2516  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU2516  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2516
 TU2516                          STATION DESCRIPTION
 TU2516
 TU2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (ERH)
 TU2516'ON THE WEST COAST OF HAWAII, KONA DISTRICT, OVER 2 MILES
 TU2516'INSHORE EAST BY SOUTH FROM HONAUNAU BAY, THE SEA GABLE OF THE KONA
 TU2516'TOBACCO CO.  IT IS THE BUILDING NEAREST THE SEA, AND MAY BE
 TU2516'IDENTIFIED FROM THE SEA BY ITS MANY WINDOWS.  ON THE NORTH SIDE
 TU2516'THERE ARE 20 IN TOP ROW, 7 IN BOTTOM.  ON SOUTH SIDE 7 IN TOP
 TU2516'ROW, AND 6 IN BOTTOM.  AND AT SEA END, 18 IN TOP ROW, 6 IN LOWER
 TU2516'ROW, WHILE IN THE GABLE THERE IS A LARGE SQUARE VENTILATOR OF
 TU2516'SLATS.  IN 1928 REPORTED THAT KONA TOBACCO CO. NO LONGER
 TU2516'EXISTED, AND BUILDINGS WERE BEGINNING TO ASSUME WEATHER-BEATEN
 TU2516'APPEARANCE.
 TU2516
 TU2516                          STATION RECOVERY (1968)
 TU2516
 TU2516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2516'STATION IS GONE.  THE OLD BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2026 ***********************************************************************
 TU2026  DESIGNATION -  TOE
 TU2026  PID         -  TU2026
 TU2026  STATE/COUNTY-  HI/KAUAI
 TU2026  USGS QUAD   -  MAKAHA POINT (1983)
 TU2026
 TU2026                         *CURRENT SURVEY CONTROL
 TU2026  ___________________________________________________________________
 TU2026* NAD 83(1993)-  22 05 15.11680(N)    159 45 15.57545(W)     ADJUSTED  
 TU2026* LOCAL TIDAL -                                                        
 TU2026  ___________________________________________________________________
 TU2026  EPOCH DATE  -        1993.62
 TU2026  LAPLACE CORR-           8.29  (seconds)                    DEFLEC99
 TU2026  GEOID HEIGHT-          16.19  (meters)                     GEOID03
 TU2026
 TU2026  HORZ ORDER  -  THIRD
 TU2026
 TU2026.The horizontal coordinates were established by classical geodetic methods
 TU2026.and adjusted by the National Geodetic Survey in December 1998..
 TU2026.The horizontal coordinates are valid at the epoch date displayed above.
 TU2026.The epoch date for horizontal control is a decimal equivalence
 TU2026.of Year/Month/Day.
 TU2026
 TU2026
 TU2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2026
 TU2026.The geoid height was determined by GEOID03.
 TU2026
 TU2026;                    North         East     Units Scale Factor Converg.
 TU2026;SPC HI 4     -    28,169.024   473,754.045   MT  0.99999851   -0 05 44.3
 TU2026;UTM  04      - 2,442,708.246   422,184.030   MT  0.99967482   -0 17 01.2
 TU2026
 TU2026                          SUPERSEDED SURVEY CONTROL
 TU2026
 TU2026  NAD 83(1986)-  22 05 15.08339(N)    159 45 15.60072(W) AD(       ) 4
 TU2026  OLD HI      -  22 05 26.36000(N)    159 45 25.67000(W) AD(       ) 3
 TU2026
 TU2026.Superseded values are not recommended for survey control.
 TU2026.NGS no longer adjusts projects to the OLD HI datum.
 TU2026.See file dsdata.txt to determine how the superseded data were derived.
 TU2026
 TU2026_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2218442708(NAD 83)
 TU2026
 TU2026  HISTORY     - Date     Condition        Report By
 TU2026  HISTORY     - 1910     MONUMENTED       CGS
 TU2026  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2026
 TU2026                          STATION DESCRIPTION
 TU2026
 TU2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU2026'ON WEST COAST OF KAUAI, ON A KNOLL ON SAND RIDGE, 2-1/2 MILES
 TU2026'NORTHEAST OF NOHILI, 75 METERS BACK FROM, AND 60 FEET ABOVE
 TU2026'HIGH-WATER MARK.  MARKED BY STAKE.
 TU2026
 TU2026                          STATION RECOVERY (1966)
 TU2026
 TU2026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2026'STATION IS GONE.  THE APPROXIMATE LOCATION WAS DETERMINED BY
 TU2026'INVERSE FROM A TRIAL POINT ESTABLISHED NEARBY WHEN SEARCHING
 TU2026'FOR STATION KALOLO BUT NO STAKE WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2173 ***********************************************************************
 TU2173  DESIGNATION -  TOLEDO
 TU2173  PID         -  TU2173
 TU2173  STATE/COUNTY-  HI/HAWAII
 TU2173  USGS QUAD   -  PAPAALOA (1980)
 TU2173
 TU2173                         *CURRENT SURVEY CONTROL
 TU2173  ___________________________________________________________________
 TU2173* NAD 83(1993)-  19 54 51.67767(N)    155 11 13.89200(W)     ADJUSTED  
 TU2173* LOCAL TIDAL -       445.4    (meters)    1461.     (feet)  VERT ANG  
 TU2173  ___________________________________________________________________
 TU2173  EPOCH DATE  -        1993.62
 TU2173  LAPLACE CORR-         -19.81  (seconds)                    DEFLEC99
 TU2173  GEOID HEIGHT-          18.95  (meters)                     GEOID03
 TU2173
 TU2173  HORZ ORDER  -  SECOND
 TU2173
 TU2173.The horizontal coordinates were established by classical geodetic methods
 TU2173.and adjusted by the National Geodetic Survey in December 1998..
 TU2173.The horizontal coordinates are valid at the epoch date displayed above.
 TU2173.The epoch date for horizontal control is a decimal equivalence
 TU2173.of Year/Month/Day.
 TU2173
 TU2173.The orthometric height was determined by vertical angle observations.
 TU2173
 TU2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2173
 TU2173.The geoid height was determined by GEOID03.
 TU2173
 TU2173;                    North         East     Units Scale Factor Converg.
 TU2173;SPC HI 1     -   119,691.878   532,751.124   MT  0.99997992   +0 06 23.6
 TU2173;UTM  05      - 2,203,492.894   271,041.777   MT  1.00024797   -0 44 43.1
 TU2173
 TU2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2173!SPC HI 1     -   0.99992701  x   0.99997992  =   0.99990693
 TU2173!UTM  05      -   0.99992701  x   1.00024797  =   1.00017496
 TU2173
 TU2173:                Primary Azimuth Mark                     Grid Az
 TU2173:SPC HI 1     -  HAIKU RESET                              036 49 51.3
 TU2173:UTM  05      -  HAIKU RESET                              037 40 58.0
 TU2173
 TU2173|---------------------------------------------------------------------|
 TU2173| PID    Reference Object                     Distance      Geod. Az  |
 TU2173|                                                           dddmmss.s |
 TU2173| TU2168 HAIKU RESET                         APPROX. 2.3 KM 0365614.9 |
 TU2173| CN6168 TOLEDO RM 1                          12.841 METERS 08752     |
 TU2173| CN6170 TOLEDO RM 3                           4.500 METERS 08847     |
 TU2173| TU2171 COOK RESET                          110.549 METERS 10411     |
 TU2173| CN6171 TOLEDO RM 4                           4.522 METERS 26847     |
 TU2173| CN6169 TOLEDO RM 2                          11.724 METERS 26953     |
 TU2173|---------------------------------------------------------------------|
 TU2173
 TU2173                          SUPERSEDED SURVEY CONTROL
 TU2173
 TU2173  NAD 83(1986)-  19 54 51.65069(N)    155 11 13.90152(W) AD(       ) 2
 TU2173  OLD HI      -  19 55 02.64400(N)    155 11 23.88100(W) AD(       ) 2
 TU2173
 TU2173.Superseded values are not recommended for survey control.
 TU2173.NGS no longer adjusts projects to the OLD HI datum.
 TU2173.See file dsdata.txt to determine how the superseded data were derived.
 TU2173
 TU2173_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC7104203493(NAD 83)
 TU2173_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2173
 TU2173  HISTORY     - Date     Condition        Report By
 TU2173  HISTORY     - 1949     MONUMENTED       CGS
 TU2173  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2173
 TU2173                          STATION DESCRIPTION
 TU2173
 TU2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CTH)
 TU2173'LOCATED IN EASTERN HAWAII, NORTH HILO DISTRICT, ABOUT 15 MILES,
 TU2173'AIRLINE, NORTH OF HILO AND ABOUT 2.5 MILES INLAND FROM THE COAST ON
 TU2173'A PROMINENT WOODED RIDGE ABOVE THE CANE LAND, ON THE NORTH SIDE
 TU2173'OF WAIKAUMALO STREAM, ON LAND OWNED BY RICHARD TOLEDO.
 TU2173'
 TU2173'STATION IS A STANDARD DISK WELDED TO THE TOP OF AN IRON PIPE AND
 TU2173'SET IN THE CENTER OF A SQUARE TOPPED CONCRETE POST, PROJECTING
 TU2173'8 INCHES ABOVE THE GROUND.  STAMPED TOLEDO 1949.
 TU2173'
 TU2173'REFERENCE MARK NO.1 IS EAST NORTHEAST OF THE STATION.  A STANDARD
 TU2173'DISK WELDED TO THE TOP OF AN IRON PIPE AND SET IN THE CENTER OF
 TU2173'A SQUARE TOPPED CONCRETE POST, PROJECTING 8 INCHES ABOVE THE
 TU2173'GROUND.  STAMPED TOLEDO NO 1 1949.
 TU2173'
 TU2173'REFERENCE MARK NO.2 IS WEST SOUTHWEST OF THE STATION.  A STANDARD
 TU2173'DISK WELDED TO THE TOP OF AN IRON PIPE SET IN THE CENTER OF A
 TU2173'SQUARE TOPPED CONCRETE POST, PROJECTING 8 INCHES ABOVE THE
 TU2173'GROUND.  STAMPED TOLEDO NO 2 1949.
 TU2173'
 TU2173'TO REACH FROM THE POST OFFICE AT HILO--GO NORTH ON THE COAST
 TU2173'HIGHWAY FOR 20.1 MILES TO NINOLE POST OFFICE, CONTINUE AHEAD FOR
 TU2173'0.4 MILES, TURN LEFT OFF HIGHWAY AND GO UP HILL ON CANE ROAD FOR
 TU2173'1.5 MILES, TURN LEFT AND GO 0.5 MILES TO A COVERED BRIDGE AND END
 TU2173'OF TRUCK TRAVEL.  FROM HERE PACK SOUTHWEST ALONG NORTH BANK OF
 TU2173'STREAM TO FIRST WOODED RIDGE AND STATION.
 TU2173'
 TU2173'HEIGHT OF LIGHT ABOVE STATION MARK 6.36 METERS.
 TU2173
 TU2173                          STATION RECOVERY (1966)
 TU2173
 TU2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2173'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 TU2173'WERE SEARCHED FOR BY DISTANCE AND ANGLE BUT COULD NOT BE FOUND AND
 TU2173'ARE BELIEVED DESTROYED.  TWO NEW REFERENCE MARKS WERE
 TU2173'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2173'
 TU2173'STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF HAKALAU AND
 TU2173'2 MILES WEST-SOUTHWEST OF HONOHINA VILLAGE, ON BRUSH-COVERED RIDGE
 TU2173'ALONG NORTH SIDE OF WAIKAUMALO STREAM, IN HILLY PASTURE LAND, AT
 TU2173'ABOUT 1461 FEET ELEVATION.  IT IS 333.2 FEET WEST-NORTHWEST OF
 TU2173'STATION COOK (HGS), 75 YARDS NORTHEAST OF DIM STOCK TRAIL AND
 TU2173'ABOUT 1/3-MILE WEST-NORTHWEST OF A RADIO MAST.
 TU2173'
 TU2173'TO REACH STATION FROM THE POST OFFICE AT NINOLE, GO NORTHWEST ON
 TU2173'STATE HIGHWAY 19 FOR 0.05 MILE.  TURN LEFT, INTO DEEP CUT, AND
 TU2173'FOLLOW CANE ROAD UPHILL FOR 0.5 MILE TO PAVED CROSSROAD.  CONTINUE
 TU2173'AHEAD FOR 0.2 MILE TO FORK JUST AFTER PASSING STATION HAIKU ON THE
 TU2173'LEFT.  TAKE RIGHT FORK AND GO 0.25 TO CROSSROAD.  TURN RIGHT AND
 TU2173'GO 0.8 MILE TO CROSSROAD.  KEEP AHEAD, UPGRADE, FOR 0.6 MILE TO
 TU2173'END OF TRUCK TRAVEL WHERE ROAD TURNS LEFT AND A DIM CANE ROAD
 TU2173'CONTINUES AHEAD.  WALK SOUTHWEST ON CANE ROAD ABOUT 130 YARDS
 TU2173'TO METAL GATE AT EDGE OF CANE FIELD.  FROM HERE FOLLOW OLD TRAIL
 TU2173'ALONG AN OLD ROAD ROUTE ACROSS PASTURE LAND FOR ABOUT 700
 TU2173'YARDS (ON A HEADING ABOUT 20 DEG RIGHT OF THE RADIO MAST) TO
 TU2173'WHERE TRAIL CROSSES RIDGE.  TURN LEFT ALONG RIDGE LINE
 TU2173'ABOUT 75 YARDS TO STATION.  NOTE--STATION MAY ALSO BE REACHED BY
 TU2173'FOLLOWING DESCRIPTION TO COOK (HGS), THEN CLEARING A TRAIL THROUGH
 TU2173'BRUSH AND CROSSING WAIKAUMALO GULCH.
 TU2173'
 TU2173'STATION MARK IS A STANDARD DISK STAMPED TOLEDO 1949, SET IN THE
 TU2173'TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 6
 TU2173'INCHES.  THERE IS A CRIBBING OF SEVERAL LARGE IRON BARS 3 INCHES
 TU2173'SQUARE AND 30 INCHES LONG, BUILT UP AROUND THE MARK.
 TU2173'
 TU2173'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED TOLEDO
 TU2173'1949 NO 3 1966, BRAZED TO THE TOP OF A 2-INCH, IRON PIPE THAT IS
 TU2173'SET IN CEMENT AND PROJECTS 4 INCHES.  IT IS ABOUT 8 INCHES LOWER
 TU2173'THAN STATION.
 TU2173'
 TU2173'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED TOLEDO
 TU2173'1949 NO 4 1966, BRAZED TO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT
 TU2173'IS SET IN CEMENT AND PROJECTS 8 INCHES.  IT IS 6 INCHES HIGHER THAN
 TU2173'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3344 ***********************************************************************
 TU3344  DESIGNATION -  TOM
 TU3344  PID         -  TU3344
 TU3344  STATE/COUNTY-  HI/MAUI
 TU3344  USGS QUAD   -  
 TU3344
 TU3344                         *CURRENT SURVEY CONTROL
 TU3344  ___________________________________________________________________
 TU3344* NAD 83(1993)-  21 04 39.61150(N)    156 55 37.81322(W)     ADJUSTED  
 TU3344* LOCAL TIDAL -      1000.     (meters)    3281.     (feet)  SCALED    
 TU3344  ___________________________________________________________________
 TU3344  EPOCH DATE  -        1993.62
 TU3344  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 TU3344  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU3344
 TU3344  HORZ ORDER  -  THIRD
 TU3344
 TU3344.The horizontal coordinates were established by classical geodetic methods
 TU3344.and adjusted by the National Geodetic Survey in December 1998..
 TU3344.The horizontal coordinates are valid at the epoch date displayed above.
 TU3344.The epoch date for horizontal control is a decimal equivalence
 TU3344.of Year/Month/Day.
 TU3344
 TU3344.The orthometric height was scaled from a topographic map.
 TU3344
 TU3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3344
 TU3344.The geoid height was determined by GEOID03.
 TU3344
 TU3344;                    North         East     Units Scale Factor Converg.
 TU3344;SPC HI 2     -    82,427.289   472,930.198   MT  0.99997572   -0 05 37.3
 TU3344;UTM  04      - 2,332,144.967   715,350.148   MT  1.00017313   +0 44 44.7
 TU3344
 TU3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3344!SPC HI 2     -   0.99984032  x   0.99997572  =   0.99981604
 TU3344!UTM  04      -   0.99984032  x   1.00017313  =   1.00001342
 TU3344
 TU3344:                Primary Azimuth Mark                     Grid Az
 TU3344:SPC HI 2     -  ONINI 1915                               263 01 48.4
 TU3344:UTM  04      -  ONINI 1915                               262 11 26.4
 TU3344
 TU3344|---------------------------------------------------------------------|
 TU3344| PID    Reference Object                     Distance      Geod. Az  |
 TU3344|                                                           dddmmss.s |
 TU3344| TU3346 ONINI 1915                          APPROX. 4.9 KM 2625611.1 |
 TU3344|---------------------------------------------------------------------|
 TU3344
 TU3344                          SUPERSEDED SURVEY CONTROL
 TU3344
 TU3344  NAD 83(1986)-  21 04 39.56684(N)    156 55 37.76271(W) AD(       ) 3
 TU3344  OLD HI      -  21 04 51.00000(N)    156 55 47.81000(W) AD(       ) 3
 TU3344
 TU3344.Superseded values are not recommended for survey control.
 TU3344.NGS no longer adjusts projects to the OLD HI datum.
 TU3344.See file dsdata.txt to determine how the superseded data were derived.
 TU3344
 TU3344_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1535032145(NAD 83)
 TU3344
 TU3344  HISTORY     - Date     Condition        Report By
 TU3344  HISTORY     - UNK      MONUMENTED
 TU3344  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3344
 TU3344                          STATION DESCRIPTION
 TU3344
 TU3344'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3344'AN IRON PIPE WAS RECOVERED ON THE STATION HILL AND IS BELIEVED
 TU3344'TO BE THE STATION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3344'
 TU3344'STATION IS LOCATED, AIRLINE, ABOUT 6-1/4 MILES EAST OF
 TU3344'KAUNAKAKAI, 4 MILES NORTHWEST OF KAMALC WHARF, 1-1/4 MILES
 TU3344'NORTHEAST OF KAKAHAIA FISHPOND, THE ONLY FISHPOND ALONG THE
 TU3344'NORTH SIDE OF STATE HIGHWAY 45, AND 1-1/4 MILES NORTH OF
 TU3344'STATE HIGHWAY 45.  IT IS AT ABOUT 1120 FEET ELEVATION ON A
 TU3344'RIDGE RUNNING NORTHEASTERLY UP TO THE HIGHER HILLS, AND AT THE
 TU3344'SOUTHWEST END OF A FLAT, OR STEP, OF THE RIDGE WHERE IT RUNS
 TU3344'NORTHEAST AT ABOUT THE SAME ELEVATION A SHORT DISTANCE TO THE
 TU3344'STEEPER HILL.  IT IS ALONG THE NORTHWEST SIDE OF A LARGE
 TU3344'CANYON, 12 FEET WEST OF CANYON RIM.  STATION MARK IS A 1-1/2
 TU3344'INCH IRON PIPE SET INTO GROUND AND PROJECTING ABOUT 4 INCHES ABOVE
 TU3344'GROUND.
 TU3344'
 TU3344'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3344'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EAST ON STATE HIGHWAY 45
 TU3344'FOR 5.7 MILES TO FISH POND ON LEFT, AND A SIDE ROAD LEFT.  CONTINUE
 TU3344'ON HIGHWAY FOR 0.2 MILE TO T-FENCE JUNCTION ON LEFT AND END OF
 TU3344'TRUCK TRAVEL.  PACK NORTHERLY ALONG LEFT SIDE OF FENCE THROUGH
 TU3344'TREES ABOUT 200 YARDS TO END OF FENCE.  CONTINUE NORTHERLY AND
 TU3344'NORTHEASTERLY, THROUGH TREES AND UP ALONG ROCKY AND BRUSHY RIDGE
 TU3344'ABOUT 1 MILE TO STATION.
 TU3344'
 TU3344'PACKING TIME ABOUT 1 HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3094 ***********************************************************************
 TU3094  DESIGNATION -  TOWER 1931
 TU3094  PID         -  TU3094
 TU3094  STATE/COUNTY-  HI/MAUI
 TU3094  USGS QUAD   -  MAALAEA (1996)
 TU3094
 TU3094                         *CURRENT SURVEY CONTROL
 TU3094  ___________________________________________________________________
 TU3094* NAD 83(1993)-  20 46 38.94480(N)    156 31 22.50758(W)     ADJUSTED  
 TU3094* LOCAL TIDAL -        16.     (meters)      52.     (feet)  SCALED    
 TU3094  ___________________________________________________________________
 TU3094  EPOCH DATE  -        1993.62
 TU3094  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 TU3094  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU3094
 TU3094  HORZ ORDER  -  THIRD
 TU3094
 TU3094.The horizontal coordinates were established by classical geodetic methods
 TU3094.and adjusted by the National Geodetic Survey in December 1998..
 TU3094.The horizontal coordinates are valid at the epoch date displayed above.
 TU3094.The epoch date for horizontal control is a decimal equivalence
 TU3094.of Year/Month/Day.
 TU3094
 TU3094.The orthometric height was scaled from a topographic map.
 TU3094
 TU3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3094
 TU3094.The geoid height was determined by GEOID03.
 TU3094
 TU3094;                    North         East     Units Scale Factor Converg.
 TU3094;SPC HI 2     -    49,177.595   514,967.077   MT  0.99996943   +0 03 03.6
 TU3094;UTM  04      - 2,299,499.930   757,880.252   MT  1.00042193   +0 52 45.1
 TU3094
 TU3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3094!SPC HI 2     -   0.99999490  x   0.99996943  =   0.99996433
 TU3094!UTM  04      -   0.99999490  x   1.00042193  =   1.00041682
 TU3094
 TU3094:                Primary Azimuth Mark                     Grid Az
 TU3094:SPC HI 2     -  KIHEI RADIO STA WWVH MAST                102 22 46.3
 TU3094:UTM  04      -  KIHEI RADIO STA WWVH MAST                101 33 04.8
 TU3094
 TU3094|---------------------------------------------------------------------|
 TU3094| PID    Reference Object                     Distance      Geod. Az  |
 TU3094|                                                           dddmmss.s |
 TU3094| TU2986 KIHEI RADIO STA WWVH MAST           APPROX. 6.8 KM 1022549.9 |
 TU3094|---------------------------------------------------------------------|
 TU3094
 TU3094                          SUPERSEDED SURVEY CONTROL
 TU3094
 TU3094  NAD 83(1986)-  20 46 38.91053(N)    156 31 22.49182(W) AD(       ) 3
 TU3094  OLD HI      -  20 46 50.42800(N)    156 31 32.65200(W) AD(       ) 3
 TU3094
 TU3094.Superseded values are not recommended for survey control.
 TU3094.NGS no longer adjusts projects to the OLD HI datum.
 TU3094.See file dsdata.txt to determine how the superseded data were derived.
 TU3094
 TU3094_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH5788099500(NAD 83)
 TU3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3094+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 TU3094
 TU3094  HISTORY     - Date     Condition        Report By
 TU3094  HISTORY     - 1950     FIRST OBSERVED   CGS
 TU3094  HISTORY     - 1961     GOOD             CGS
 TU3094  HISTORY     - 1968     GOOD             CGS
 TU3094  HISTORY     - 1969     GOOD             CGS
 TU3094  HISTORY     - 1984     GOOD             USPSQD
 TU3094  HISTORY     - 19990724 GOOD             USPSQD
 TU3094  HISTORY     - 20050922 GOOD             USPSQD
 TU3094
 TU3094                          STATION DESCRIPTION
 TU3094
 TU3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3094'THE STATION IS THE TOP AND CENTER OF THE OLD LIGHTHOUSE WHICH
 TU3094'IS LOCATED ON MC GREGOR POINT IN WESTERN MAUI.
 TU3094'
 TU3094'IT IS A SQUARE CONCRETE STRUCTURE 18 FEET HIGH AND HAS A BASE
 TU3094'OF 5.5 FEET.
 TU3094'
 TU3094'IT RESTS ON A FLAT CONCRETE BASE, 2 METERS SQUARE, ABOUT 50
 TU3094'FEET BACK FROM THE EDGE OF THE SEA BLUFF.
 TU3094
 TU3094                          STATION RECOVERY (1961)
 TU3094
 TU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU3094'THIS STATION WAS RECOVERED IN GOOD CONDITION.  IT IS IDENTICAL
 TU3094'WITH TOWER 1931 AND IS SHOWN AS MC GREGOR POINT DAYBEACON IN THE
 TU3094'LIGHT LIST, PACIFIC COAST, 1960 ON PAGE 288 FOLLOWING
 TU3094'NO. 2936.  THE DESCRIPTION IS ADEQUATE.
 TU3094
 TU3094                          STATION RECOVERY (1968)
 TU3094
 TU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3094'STATION WAS RECOVERED.  LOCATED ON SOUTHWEST PART OF THE ISLAND,
 TU3094'ON MC GREGOR POINT, ABOUT MIDWAY BETWEEN PAPAWAI POINT AND THE
 TU3094'MAALAEA BOAT HARBOR, ABOUT 53 FEET ABOVE SEA LEVEL, NEAR EDGE
 TU3094'OF SEA BLUFF, ABOUT 175 FEET SOUTHEAST OF AN FAA ELECTRONICS HUT.
 TU3094'
 TU3094'STATION IS THE CENTER OF THE GREEN LIGHT MOUNTED ON TOP OF A
 TU3094'WHITE, TAPERING, CONCRETE TOWER WITH A 6-FOOT-SQUARE CONCRETE
 TU3094'PLATFORM ON TOP.  THE LIGHT EXTENDS ABOUT 3 FEET ABOVE THE
 TU3094'PLATFORM AND IS 18 FEET ABOVE GROUND.
 TU3094
 TU3094                          STATION RECOVERY (1969)
 TU3094
 TU3094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU3094'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3094'
 TU3094'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3094'1.3 MILES SOUTHWEST OF MAALAEA.
 TU3094
 TU3094                          STATION RECOVERY (1984)
 TU3094
 TU3094'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU3094'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3094
 TU3094                          STATION RECOVERY (1999)
 TU3094
 TU3094'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3094'RECOVERED IN GOOD CONDITION.
 TU3094
 TU3094                          STATION RECOVERY (2005)
 TU3094
 TU3094'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TU3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1114 ***********************************************************************
 TU1114  DESIGNATION -  TRAM 1969
 TU1114  PID         -  TU1114
 TU1114  STATE/COUNTY-  HI/HONOLULU
 TU1114  USGS QUAD   -  KANEOHE (1983)
 TU1114
 TU1114                         *CURRENT SURVEY CONTROL
 TU1114  ___________________________________________________________________
 TU1114* NAD 83(1993)-  21 24 11.20291(N)    157 49 30.91131(W)     ADJUSTED  
 TU1114* LOCAL TIDAL -       214.9    (meters)     705.     (feet)  VERT ANG  
 TU1114  ___________________________________________________________________
 TU1114  EPOCH DATE  -        1993.62
 TU1114  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 TU1114  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU1114
 TU1114  HORZ ORDER  -  SECOND
 TU1114
 TU1114.The horizontal coordinates were established by classical geodetic methods
 TU1114.and adjusted by the National Geodetic Survey in December 1998..
 TU1114.The horizontal coordinates are valid at the epoch date displayed above.
 TU1114.The epoch date for horizontal control is a decimal equivalence
 TU1114.of Year/Month/Day.
 TU1114
 TU1114.The orthometric height was determined by vertical angle observations.
 TU1114
 TU1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1114
 TU1114.The geoid height was determined by GEOID03.
 TU1114
 TU1114;                    North         East     Units Scale Factor Converg.
 TU1114;SPC HI 3     -    26,189.217   518,119.111   MT  0.99999406   +0 03 49.6
 TU1114;UTM  04      - 2,367,217.780   621,765.533   MT  0.99978321   +0 25 43.5
 TU1114
 TU1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1114!SPC HI 3     -   0.99996369  x   0.99999406  =   0.99995775
 TU1114!UTM  04      -   0.99996369  x   0.99978321  =   0.99974691
 TU1114
 TU1114|---------------------------------------------------------------------|
 TU1114| PID    Reference Object                     Distance      Geod. Az  |
 TU1114|                                                           dddmmss.s |
 TU1114| TU1115 PILOT 1969                          337.437 METERS 24052     |
 TU1114|---------------------------------------------------------------------|
 TU1114
 TU1114                          SUPERSEDED SURVEY CONTROL
 TU1114
 TU1114  NAD 83(1986)-  21 24 11.15266(N)    157 49 30.91985(W) AD(       ) 2
 TU1114  OLD HI      -  21 24 22.56594(N)    157 49 40.80353(W) AD(       ) 2
 TU1114
 TU1114.Superseded values are not recommended for survey control.
 TU1114.NGS no longer adjusts projects to the OLD HI datum.
 TU1114.See file dsdata.txt to determine how the superseded data were derived.
 TU1114
 TU1114_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2176667218(NAD 83)
 TU1114_MARKER: Z = SEE DESCRIPTION
 TU1114_SETTING: 0 = UNSPECIFIED SETTING
 TU1114
 TU1114  HISTORY     - Date     Condition        Report By
 TU1114  HISTORY     - 1969     MONUMENTED       LOCSUR
 TU1114
 TU1114                          STATION DESCRIPTION
 TU1114
 TU1114'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1969
 TU1114'THE STATION IS ABOUT 2 MILES WEST OF KANEOHE TOWN AT THE BASE
 TU1114'OF THE KOOLAU RANGE, IN THE HAIKU VALLEY FOREST RESERVE, ON
 TU1114'THE SOUTH SIDE OF THE HAIKU NAVAL RESERVATION PROPERTY.
 TU1114'
 TU1114'TO REACH THE STATION FROM KANEOHE SHOPPING CENTER GO NORTHERLY
 TU1114'ON KAMEHAMEHA HIGHWAY FOR ABOUT 0.6 MILE TO HAIKU VALLEY ROAD.
 TU1114'TURN LEFT ON HAIKU VALLEY ROAD AND HEAD WESTERLY FOR ABOUT 0.7
 TU1114'MILE TO KAHEKILI HIGHWAY.  PROCEED WESTERLY ACROSS KAHEKILI
 TU1114'HIGHWAY ON HAIKU ROAD 0.9 MILE TO THE NAVAL RESERVATION GATE.
 TU1114'PASS THROUGH GATE AND FOLLOW PAVED ROAD 0.3 MILE TO A FORK IN
 TU1114'THE ROAD.  TAKE LEFT FORK 0.1 MILE TO A PAVED SIDE ROAD ON
 TU1114'LEFT.  GO ABOUT 100 FT. ON PAVED ROAD TO A SLOW SIGN AND STREAM.
 TU1114'TURN RIGHT (SOUTHERLY) AND GO UPHILL ON TRAIL ON RIGHT SIDE
 TU1114'OF STREAM FOR ABOUT 300 FT. TO A BEND.  TURN RIGHT AND
 TU1114'GO APPROXIMATELY 150 FT. TO THE RIDGE.  GO LEFT ON
 TU1114'RIDGE FOR APPROXIMATELY 150 FT. TO RED DIRT AREA AND
 TU1114'STATION.
 TU1114'
 TU1114'STATION MARK IS A STATE OF HAWAII BRONZE DISC IN CONCRETE 4 IN
 TU1114'ABOVE THE GROUND AND STAMPED TRAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1283 ***********************************************************************
 TU1283  DESIGNATION -  TRANSIT OF VENUS 1875
 TU1283  PID         -  TU1283
 TU1283  STATE/COUNTY-  HI/HONOLULU
 TU1283  USGS QUAD   -  HONOLULU (1983)
 TU1283
 TU1283                         *CURRENT SURVEY CONTROL
 TU1283  ___________________________________________________________________
 TU1283* NAD 83(1993)-  21 18 11.39385(N)    157 51 38.11388(W)     ADJUSTED  
 TU1283* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1283  ___________________________________________________________________
 TU1283  EPOCH DATE  -        1993.62
 TU1283  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 TU1283  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1283
 TU1283  HORZ ORDER  -  THIRD
 TU1283
 TU1283.The horizontal coordinates were established by classical geodetic methods
 TU1283.and adjusted by the National Geodetic Survey in December 1998..
 TU1283.The horizontal coordinates are valid at the epoch date displayed above.
 TU1283.The epoch date for horizontal control is a decimal equivalence
 TU1283.of Year/Month/Day.
 TU1283
 TU1283.The orthometric height was scaled from a topographic map.
 TU1283
 TU1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1283
 TU1283.The geoid height was determined by GEOID03.
 TU1283
 TU1283;                    North         East     Units Scale Factor Converg.
 TU1283;SPC HI 3     -    15,119.346   514,465.201   MT  0.99999258   +0 03 02.3
 TU1283;UTM  04      - 2,356,127.298   618,182.828   MT  0.99977259   +0 24 50.4
 TU1283
 TU1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1283!SPC HI 3     -   0.99999723  x   0.99999258  =   0.99998981
 TU1283!UTM  04      -   0.99999723  x   0.99977259  =   0.99976982
 TU1283
 TU1283                          SUPERSEDED SURVEY CONTROL
 TU1283
 TU1283  NAD 83(1986)-  21 18 11.34324(N)    157 51 38.12326(W) AD(       ) 3
 TU1283  OLD HI      -  21 18 22.73800(N)    157 51 47.99300(W) AD(       ) 3
 TU1283
 TU1283.Superseded values are not recommended for survey control.
 TU1283.NGS no longer adjusts projects to the OLD HI datum.
 TU1283.See file dsdata.txt to determine how the superseded data were derived.
 TU1283
 TU1283_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1818356127(NAD 83)
 TU1283
 TU1283  HISTORY     - Date     Condition        Report By
 TU1283  HISTORY     - 1875     MONUMENTED       HIGS
 TU1283  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1283  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1283  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1283
 TU1283                          STATION DESCRIPTION
 TU1283
 TU1283'DESCRIBED BY HAWAII GEODETIC SURVEY 1875
 TU1283'IN A LOT BELONGING TO THE ESTATE OF THE LATE QUEEN DOWAGER
 TU1283'KAPIOLANI, ON THE SOUTH SIDE OF PUNCHBOWL STREET, NEAR THE
 TU1283'SEA.  MARKED BY TRANSIT PIER OF SOLID MASONRY, WHICH IS
 TU1283'ABOUT 10 FEET NORTH OF THE ALTAZIMUTH PIER.
 TU1283
 TU1283                          STATION RECOVERY (1932)
 TU1283
 TU1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RDK)
 TU1283'FROM CIRCULAR LETTER NO. 12, FILED WITH REPORT OF THE SURVEYOR -
 TU1283'
 TU1283'TRANSIT OF VENUS SAID TO BE A RECOVERY OF W.D. ALEXANDERS
 TU1283'STATION OF 1904 WAS REESTABLISHED IN 1917 BY THE HAWAIIAN
 TU1283'TERRITORY SURVEY AND USED AS A REFERENCE STATION FOR THE CITY
 TU1283'SURVEY OF WAIMEA TOWN.  THROUGH THE COURTESY OF AUBREY ROBINSON
 TU1283'ESQ. OF KAUAI, IT HAS NOW BEEN MARKED WITH TYPE B MONUMENT
 TU1283'AND PLATFORM, BUT WITHOUT A TARGET.  IT CAN NO LONGER BE USED
 TU1283'FOR GENERAL TRIANGULATION PURPOSES AND HAS BEEN PRESERVED
 TU1283'FOR HISTORICAL REASONS AND AS A REFERENCE POINT OF THE STREET
 TU1283'MONUMENTS ESTABLISHED IN WAIMEA TOWN.  IT IS SITUATED IN THE
 TU1283'PARSONAGE OF THE WAIMEA FOREIGN CHURCH AND MUST NOT BE
 TU1283'OCCUPIED EXCEPT BY FIRST OBTAINING PERMISSION FROM THE
 TU1283'RESIDENT MINISTER.  EXTREME CARE MUST BE EXERCISED IN
 TU1283'THE USE OF THIS STATION AND NO FOLIAGE OR TREES MAY BE CUT
 TU1283'OR OTHER PROPERTY INJURED OR DESTROYED.
 TU1283
 TU1283                          STATION RECOVERY (1964)
 TU1283
 TU1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1283'SEARCHED FOR BUT NOT FOUND.  LOCATED IN A BUILT-UP PART OF
 TU1283'HONOLULU AND BELIEVED TO BE DESTROYED.
 TU1283
 TU1283                          STATION RECOVERY (1999)
 TU1283
 TU1283'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1182 ***********************************************************************
 TU1182  DESIGNATION -  TRAVERSE MARK 1963
 TU1182  PID         -  TU1182
 TU1182  STATE/COUNTY-  HI/HONOLULU
 TU1182  USGS QUAD   -  HONOLULU (1983)
 TU1182
 TU1182                         *CURRENT SURVEY CONTROL
 TU1182  ___________________________________________________________________
 TU1182* NAD 83(1993)-  21 16 12.93387(N)    157 46 40.52280(W)     ADJUSTED  
 TU1182* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1182  ___________________________________________________________________
 TU1182  EPOCH DATE  -        1993.62
 TU1182  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 TU1182  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1182
 TU1182  HORZ ORDER  -  THIRD
 TU1182
 TU1182.The horizontal coordinates were established by classical geodetic methods
 TU1182.and adjusted by the National Geodetic Survey in December 1998..
 TU1182.No horizontal observational check was made to the station.
 TU1182.The horizontal coordinates are valid at the epoch date displayed above.
 TU1182.The epoch date for horizontal control is a decimal equivalence
 TU1182.of Year/Month/Day.
 TU1182
 TU1182.The orthometric height was scaled from a topographic map.
 TU1182
 TU1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1182
 TU1182.The geoid height was determined by GEOID03.
 TU1182
 TU1182;                    North         East     Units Scale Factor Converg.
 TU1182;SPC HI 3     -    11,485.864   523,047.428   MT  0.99999656   +0 04 50.0
 TU1182;UTM  04      - 2,352,549.023   626,786.110   MT  0.99979864   +0 26 36.2
 TU1182
 TU1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1182!SPC HI 3     -   0.99999725  x   0.99999656  =   0.99999381
 TU1182!UTM  04      -   0.99999725  x   0.99979864  =   0.99979589
 TU1182
 TU1182                          SUPERSEDED SURVEY CONTROL
 TU1182
 TU1182  NAD 83(1986)-  21 16 12.88331(N)    157 46 40.53153(W) AD(       ) 3
 TU1182  OLD HI      -  21 16 24.27700(N)    157 46 50.40100(W) AD(       ) 3
 TU1182
 TU1182.Superseded values are not recommended for survey control.
 TU1182.NGS no longer adjusts projects to the OLD HI datum.
 TU1182.See file dsdata.txt to determine how the superseded data were derived.
 TU1182
 TU1182_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2678652549(NAD 83)
 TU1182
 TU1182  HISTORY     - Date     Condition        Report By
 TU1182  HISTORY     - 1963     MONUMENTED       CGS
 TU1182  HISTORY     - 19990419 MARK NOT FOUND   USPSQD
 TU1182
 TU1182                          STATION DESCRIPTION
 TU1182
 TU1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 TU1182'SEE STATION KAHALA
 TU1182
 TU1182                          STATION RECOVERY (1999)
 TU1182
 TU1182'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0312 ***********************************************************************
 TU0312  DESIGNATION -  TRAVERSE STA. P
 TU0312  PID         -  TU0312
 TU0312  STATE/COUNTY-  HI/HONOLULU
 TU0312  USGS QUAD   -  HONOLULU (1983)
 TU0312
 TU0312                         *CURRENT SURVEY CONTROL
 TU0312  ___________________________________________________________________
 TU0312* NAD 83(1986)-  21 16 26.     (N)    157 49 27.     (W)     SCALED    
 TU0312* LOCAL TIDAL -         2.137  (meters)       7.01   (feet)  ADJ UNCH  
 TU0312  ___________________________________________________________________
 TU0312  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU0312
 TU0312  VERT ORDER  -  FIRST     CLASS II
 TU0312
 TU0312.The horizontal coordinates were scaled from a topographic map and have
 TU0312.an estimated accuracy of +/- 6 seconds.
 TU0312
 TU0312.The orthometric height was key entered from printed documents
 TU0312.and not key verified.
 TU0312
 TU0312.The geoid height was determined by GEOID03.
 TU0312
 TU0312;                    North         East    Units  Estimated Accuracy
 TU0312;SPC HI 3     -    11,880.      518,250.      MT  (+/- 180 meters Scaled)
 TU0312
 TU0312                          SUPERSEDED SURVEY CONTROL
 TU0312
 TU0312.No superseded survey control is available for this station.
 TU0312
 TU0312_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ219529(NAD 83)
 TU0312_MARKER: DE = TRAVERSE STATION DISK
 TU0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0312_SP_SET: SIDEWALK
 TU0312_STAMPING: E P 691 P
 TU0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0312
 TU0312  HISTORY     - Date     Condition        Report By
 TU0312  HISTORY     - UNK      MONUMENTED       DOD
 TU0312  HISTORY     - 1967     GOOD             NGS
 TU0312  HISTORY     - 1969     GOOD             NGS
 TU0312  HISTORY     - 19961106 MARK NOT FOUND   USPSQD
 TU0312  HISTORY     - 19990325 GOOD             USPSQD
 TU0312
 TU0312                          STATION DESCRIPTION
 TU0312
 TU0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0312'IN HONOLULU.
 TU0312'LOCATED IN THE WAIKIKI DISTRICT OF HONOLULU, ALONG THE MAKAI SIDE OF
 TU0312'KALAKAUA AVENUE, 50 FEET SOUTHWEST FROM THE INTERSECTION OF
 TU0312'LILIUOKALANI AVENUE, 4-1/2 FEET SOUTHWEST FROM THE CURB, 5-1/2 FEET
 TU0312'NORTHEAST FROM THE END OF A CONCRETE BULKHEAD AT THE SOUTHEAST END OF
 TU0312'27-FOOT-LONG CONCRETE STEPS LEADING DOWN TO WATER, 60 FEET NORTHWEST
 TU0312'FROM THE NORTHWEST END OF AN ARBOR SHELTERING SOME BEACH-SIDE TABLES,
 TU0312'125 YARDS SOUTHEAST FROM THE KUHIO BEACH REFRESHMENT HOUSE, AND
 TU0312'CEMENTED IN A DRILL HOLE IN THE CENTER OF THE SIDEWALK.
 TU0312
 TU0312                          STATION RECOVERY (1969)
 TU0312
 TU0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0312'RECOVERED IN GOOD CONDITION.
 TU0312
 TU0312                          STATION RECOVERY (1996)
 TU0312
 TU0312'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0312'MARK NOT FOUND.
 TU0312
 TU0312                          STATION RECOVERY (1999)
 TU0312
 TU0312'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1574 ***********************************************************************
 TU1574  DESIGNATION -  TREE
 TU1574  PID         -  TU1574
 TU1574  STATE/COUNTY-  HI/HONOLULU
 TU1574  USGS QUAD   -  KAENA (1983)
 TU1574
 TU1574                         *CURRENT SURVEY CONTROL
 TU1574  ___________________________________________________________________
 TU1574* NAD 83(1993)-  21 34 04.42994(N)    158 14 29.28148(W)     ADJUSTED  
 TU1574* LOCAL TIDAL -       342.1    (meters)    1122.     (feet)  VERT ANG  
 TU1574  ___________________________________________________________________
 TU1574  EPOCH DATE  -        1993.62
 TU1574  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 TU1574  GEOID HEIGHT-          14.71  (meters)                     GEOID03
 TU1574
 TU1574  HORZ ORDER  -  SECOND
 TU1574
 TU1574.The horizontal coordinates were established by classical geodetic methods
 TU1574.and adjusted by the National Geodetic Survey in December 1998..
 TU1574.The horizontal coordinates are valid at the epoch date displayed above.
 TU1574.The epoch date for horizontal control is a decimal equivalence
 TU1574.of Year/Month/Day.
 TU1574
 TU1574.The orthometric height was determined by vertical angle observations.
 TU1574
 TU1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1574
 TU1574.The geoid height was determined by GEOID03.
 TU1574
 TU1574;                    North         East     Units Scale Factor Converg.
 TU1574;SPC HI 3     -    44,443.911   474,990.956   MT  0.99999773   -0 05 19.6
 TU1574;UTM  04      - 2,385,191.593   578,533.068   MT  0.99967621   +0 16 43.9
 TU1574
 TU1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1574!SPC HI 3     -   0.99994392  x   0.99999773  =   0.99994165
 TU1574!UTM  04      -   0.99994392  x   0.99967621  =   0.99962015
 TU1574
 TU1574|---------------------------------------------------------------------|
 TU1574| PID    Reference Object                     Distance      Geod. Az  |
 TU1574|                                                           dddmmss.s |
 TU1574| CJ9069 TREE RM 1                             9.973 METERS 03722     |
 TU1574| TU1572 HILL                                389.005 METERS 15421     |
 TU1574| CJ9068 TOWILL STATION 6                                   16344     |
 TU1574| TU1592 MANINI                              APPROX. 1.6 KM 2895412.5 |
 TU1574|---------------------------------------------------------------------|
 TU1574
 TU1574                          SUPERSEDED SURVEY CONTROL
 TU1574
 TU1574  NAD 83(1986)-  21 34 04.37903(N)    158 14 29.29340(W) AD(       ) 2
 TU1574  OLD HI      -  21 34 15.76400(N)    158 14 39.24220(W) AD(       ) 2
 TU1574
 TU1574.Superseded values are not recommended for survey control.
 TU1574.NGS no longer adjusts projects to the OLD HI datum.
 TU1574.See file dsdata.txt to determine how the superseded data were derived.
 TU1574
 TU1574_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7853385192(NAD 83)
 TU1574_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1574_SETTING: 66 = SET IN ROCK OUTCROP
 TU1574
 TU1574  HISTORY     - Date     Condition        Report By
 TU1574  HISTORY     - 1958     MONUMENTED       CGS
 TU1574  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1574
 TU1574                          STATION DESCRIPTION
 TU1574
 TU1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (EEJ)
 TU1574'THE STATION IS ON KAENA POINT, OAHU ISLAND T.H. 3.0 MILES EAST OF
 TU1574'THE LIGHT HOUSE ON KAENA POINT, AND 2.5 MILES SOUTH-WEST OF THE
 TU1574'WEST END OF THE RUNWAY AT THE DILLINGHAM AIR FORCE BASE.
 TU1574'
 TU1574'TO REACH THE STATION FROM THE POST OFFICE IN WAIANAE GO WEST AND
 TU1574'NORTH FOR 6.9 MILES TO THE END OF THE PAVEMENT AT A CEMETERY ON
 TU1574'THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.5 MILE TO A
 TU1574'T-INTERSECTION, TURN RIGHT AND FOLLOW THE WINDING ROAD UP THE STEEP
 TU1574'HILL FOR 1.6 MILES TO THE TOP AND A T-INTERSECTION, TURN RIGHT
 TU1574'AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.0 MILE TO ITS END AT
 TU1574'THE BOTTOM OF A STEEP HILL, PACK NORTH TO THE TOP OF THE HILL AND
 TU1574'STATION HILL, THENCE DOWN THE MAIN RIDGE ABOUT 0.4 MILE TO A
 TU1574'PROMINENT PINE AND THE STATION, THE ONLY TREE ON THE RIDGE.
 TU1574'
 TU1574'THE STATION, A STANDARD DISK STAMPED TREE 1958 IS SET IN A DRILL
 TU1574'HOLE IN AN OUTCROP OF BEDROCK, IT IS ABOUT MIDWAY BETWEEN TWO
 TU1574'LARGE BEDS OF CACTUS AND 20 FEET SOUTH OF THE LONE PINE TREE.
 TU1574'
 TU1574'TOWELL STATION 6 IS A 1 INCH IRON PIPE PROJECTING 6 INCHES IT IS
 TU1574'ABOUT 30 FEET SOUTH OF THE PINE TREE AND 10 FEET NORTH OF A LARGE
 TU1574'BED OF CACTUS, THE PIPE IS NOT STAMPED.
 TU1574'
 TU1574'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 TU1574
 TU1574                          STATION RECOVERY (1964)
 TU1574
 TU1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1574'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU1574'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1574'
 TU1574'STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF KEANA POINT, ON THE
 TU1574'NORTHWEST AND LOWER END OF A SMALL RIDGE AT THE SOUTHWEST SIDE OF
 TU1574'MANINI GULCH.  IT IS ABOUT 425 YARDS NORTHWEST DOWN THE RIDGE FROM
 TU1574'THE ANGLE TRACKER BUILDING OF THE SATELLITE TRACKING STATION.
 TU1574'
 TU1574'TO REACH STATION FROM THE POST OFFICE IN WAIANAE, GO NORTH ON
 TU1574'STATE HIGHWAY 90 FOR 9.1 MILES TO PAVED SIDE ROAD RIGHT.  TURN
 TU1574'RIGHT AND GO 2.0 MILES TO TOP OF HILL AND T-JUNCTION AT GUARD
 TU1574'SHACK.  TURN RIGHT AND FOLLOW MAIN ROAD FOR 0.75 MILE TO END OF
 TU1574'ROAD AT THE BUILDING ACROSS CANYON FROM GUARD SHACK.  PACK
 TU1574'NORTHWEST, AROUND RIGHT SIDE OF FENCE AND DOWN RIDGE ABOUT 1/4
 TU1574'MILE TO STATION.
 TU1574'
 TU1574'STATION MARK IS A STANDARD DISK STAMPED TREE 1958, CEMENTED IN
 TU1574'A DRILL HOLE IN A 1-1/2 X 2-FOOT, ROUNDED BOULDER THAT PROJECTS
 TU1574'6 INCHES ABOVE GROUND.  IT IS 40 FEET SOUTH FROM EXTREME END OF
 TU1574'RIDGE AND ABOUT 35 FEET SOUTH OF A SMALL CLUMP OF IRONWOOD.
 TU1574'
 TU1574'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TREE RM 1
 TU1574'1958, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP ON THE
 TU1574'NORTHEAST SLOPE OF THE RIDGE.  IT IS 12 FEET EAST OF THE IRONWOOD
 TU1574'CLUMP, PROJECTS 8 INCHES ABOVE GROUND, AND IS 8.1 FEET LOWER THAN
 TU1574'STATION MARK.
 TU1574'
 TU1574'TOWELL STATION 6 IS A 1-INCH, IRON PIPE THAT PROJECTS 6 INCHES
 TU1574'FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3039 ***********************************************************************
 TU3039  DESIGNATION -  TUG 1912
 TU3039  PID         -  TU3039
 TU3039  STATE/COUNTY-  HI/MAUI
 TU3039  USGS QUAD   -  WAILUKU (1997)
 TU3039
 TU3039                         *CURRENT SURVEY CONTROL
 TU3039  ___________________________________________________________________
 TU3039* NAD 83(1993)-  20 55 34.82388(N)    156 29 42.50848(W)     ADJUSTED  
 TU3039* LOCAL TIDAL -        18.     (meters)      59.     (feet)  SCALED    
 TU3039  ___________________________________________________________________
 TU3039  EPOCH DATE  -        1993.62
 TU3039  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TU3039  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU3039
 TU3039  HORZ ORDER  -  THIRD
 TU3039
 TU3039.The horizontal coordinates were established by classical geodetic methods
 TU3039.and adjusted by the National Geodetic Survey in December 1998..
 TU3039.The horizontal coordinates are valid at the epoch date displayed above.
 TU3039.The epoch date for horizontal control is a decimal equivalence
 TU3039.of Year/Month/Day.
 TU3039
 TU3039.The orthometric height was scaled from a topographic map.
 TU3039
 TU3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3039
 TU3039.The geoid height was determined by GEOID03.
 TU3039
 TU3039;                    North         East     Units Scale Factor Converg.
 TU3039;SPC HI 2     -    65,660.454   517,841.727   MT  0.99997060   +0 03 40.5
 TU3039;UTM  04      - 2,316,030.357   760,516.743   MT  1.00043881   +0 53 42.6
 TU3039
 TU3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3039!SPC HI 2     -   0.99999470  x   0.99997060  =   0.99996530
 TU3039!UTM  04      -   0.99999470  x   1.00043881  =   1.00043351
 TU3039
 TU3039                          SUPERSEDED SURVEY CONTROL
 TU3039
 TU3039  NAD 83(1986)-  20 55 34.78332(N)    156 29 42.49358(W) AD(       ) 3
 TU3039  OLD HI      -  20 55 46.33800(N)    156 29 52.65100(W) AD(       ) 3
 TU3039
 TU3039.Superseded values are not recommended for survey control.
 TU3039.NGS no longer adjusts projects to the OLD HI datum.
 TU3039.See file dsdata.txt to determine how the superseded data were derived.
 TU3039
 TU3039_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6051716030(NAD 83)
 TU3039_MARKER: Z = SEE DESCRIPTION
 TU3039_SETTING: 0 = UNSPECIFIED SETTING
 TU3039
 TU3039  HISTORY     - Date     Condition        Report By
 TU3039  HISTORY     - 1912     MONUMENTED       CGS
 TU3039  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3039  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3039  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3039
 TU3039                          STATION DESCRIPTION
 TU3039
 TU3039'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3039'ON NORTHWEST COAST OF MAUI, IN WAILUKU DISTRICT, NEAR THE END
 TU3039'OF A SANDSTONE RIDGE SOUTHEAST OF WAIHEE VILLAGE AND 550 METERS
 TU3039'NORTH BY EAST OF STATION HAY, AND 80 METERS BACK FROM THE
 TU3039'BEACH.  IT IS ON THE SPUR WHICH APPROACHES NEAREST THE SHORE
 TU3039'LINE AND COMMANDS A VIEW OF THE COAST LINE BOTH NORTH AND SOUTH
 TU3039'OF THE STATION.  THIS IS A PLANTATION SURVEY STATION.  MARKED
 TU3039'BY A 5-INCH DRAINTILE PIPE CEMENTED FLANGE END DOWN INTO THE
 TU3039'SANDSTONE ROCK WITH ABOUT 5 INCHES PROJECTING ABOVE SURFACE.
 TU3039'PIPE IS FILLED WITH CONCRETE AND CENTERED WITH STANDARD BRONZE
 TU3039'DISK.
 TU3039
 TU3039                          STATION RECOVERY (1929)
 TU3039
 TU3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3039'FOUND AS DESCRIBED
 TU3039'
 TU3039'A GOLF COURSE IS UNDER CONSTRUCTION ABOUT THE FOOT OF THE HILL
 TU3039'ON WHICH TUG IS LOCATED.  THE ENTRANCE TO THE COURSE IS ABOUT 350
 TU3039'METERS SOUTHEAST OF THE STATION.  A WOODEN WATER TANK IS ABOUT
 TU3039'175 METERS FURTHER UP THE SLOPE OF THE SAND HILL.
 TU3039
 TU3039                          STATION RECOVERY (1960)
 TU3039
 TU3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3039'THE STATION WAS RECOVERED.  IT IS LOCATED ON THE HILL JUST WEST
 TU3039'OF THE NINTH TEE AT WAIEHU PUBLIC GOLF COURSE.  THE NORTH, SOUTH
 TU3039'AND EAST SIDES OF THE HILL HAVE BEEN GRADED AWAY AND THE STATION
 TU3039'HAS BEEN LEFT ON A PINNACLE OF SAND.  THE MARK HAS BEEN EXPOSED
 TU3039'TO A HEIGHT OF ONE FT. AND THE LARGE CONCRETE BASE IS FLUSH WITH
 TU3039'THE GROUND BUT IS SOLID.  THE PIPE SURROUNDING THE CONCRETE IN
 TU3039'WHICH THE MARK IS SET PROJECTS ABOUT 8 INCHES ABOVE THE DISK.
 TU3039
 TU3039                          STATION RECOVERY (1968)
 TU3039
 TU3039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3039'STATION WAS FOUND DESTROYED.  THE SAND HILL IS WEARING AWAY DUE
 TU3039'TO WIND EROSION AND THE CONCRETE MONUMENT WAS LAYING AT THE FOOT
 TU3039'OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1462 ***********************************************************************
 TU1462  DESIGNATION -  TURNOVER
 TU1462  PID         -  TU1462
 TU1462  STATE/COUNTY-  HI/HONOLULU
 TU1462  USGS QUAD   -  KAHANA (1983)
 TU1462
 TU1462                         *CURRENT SURVEY CONTROL
 TU1462  ___________________________________________________________________
 TU1462* NAD 83(1993)-  21 32 17.21965(N)    157 51 55.05904(W)     ADJUSTED  
 TU1462* LOCAL TIDAL -       632.8    (meters)    2076.     (feet)  VERT ANG  
 TU1462  ___________________________________________________________________
 TU1462  EPOCH DATE  -        1993.62
 TU1462  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 TU1462  GEOID HEIGHT-          15.10  (meters)                     GEOID03
 TU1462
 TU1462  HORZ ORDER  -  FIRST
 TU1462
 TU1462.The horizontal coordinates were established by classical geodetic methods
 TU1462.and adjusted by the National Geodetic Survey in December 1998..
 TU1462.The horizontal coordinates are valid at the epoch date displayed above.
 TU1462.The epoch date for horizontal control is a decimal equivalence
 TU1462.of Year/Month/Day.
 TU1462
 TU1462.The orthometric height was determined by vertical angle observations.
 TU1462
 TU1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1462
 TU1462.The geoid height was determined by GEOID03.
 TU1462
 TU1462;                    North         East     Units Scale Factor Converg.
 TU1462;SPC HI 3     -    41,133.154   513,954.476   MT  0.99999241   +0 02 58.0
 TU1462;UTM  04      - 2,382,131.576   617,506.425   MT  0.99977062   +0 24 59.8
 TU1462
 TU1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1462!SPC HI 3     -   0.99989818  x   0.99999241  =   0.99989059
 TU1462!UTM  04      -   0.99989818  x   0.99977062  =   0.99966882
 TU1462
 TU1462|---------------------------------------------------------------------|
 TU1462| PID    Reference Object                     Distance      Geod. Az  |
 TU1462|                                                           dddmmss.s |
 TU1462| CJ9070 TURNOVER RM 1                         4.605 METERS 01042     |
 TU1462| CJ9071 TURNOVER RM 2                         4.192 METERS 08744     |
 TU1462| TU1120 PUU KAUAI                           APPROX. 7.2 KM 1662510.5 |
 TU1462|---------------------------------------------------------------------|
 TU1462
 TU1462                          SUPERSEDED SURVEY CONTROL
 TU1462
 TU1462  NAD 83(1986)-  21 32 17.16895(N)    157 51 55.06921(W) AD(       ) 1
 TU1462  OLD HI      -  21 32 28.60424(N)    157 52 04.96519(W) AD(       ) 1
 TU1462
 TU1462.Superseded values are not recommended for survey control.
 TU1462.NGS no longer adjusts projects to the OLD HI datum.
 TU1462.See file dsdata.txt to determine how the superseded data were derived.
 TU1462
 TU1462_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1750682132(NAD 83)
 TU1462_MARKER: Z = SEE DESCRIPTION
 TU1462_SETTING: 0 = UNSPECIFIED SETTING
 TU1462
 TU1462  HISTORY     - Date     Condition        Report By
 TU1462  HISTORY     - 1927     MONUMENTED       CGS
 TU1462  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1462  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1462
 TU1462                          STATION DESCRIPTION
 TU1462
 TU1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1462'IN EASTERN PART OF OAHU, ON TOP OF A HIGH RIDGE JUST SOUTH OF
 TU1462'KAHANA BAY.  TO REACH STATION, TURN LEFT (COMING FROM HONOLULU)
 TU1462'OFF MAIN ROAD ONTO DIRT ROAD, JUST BEFORE CROSSING THE CONCRETE
 TU1462'BRIDGE AT KAHANA BAY.  FOLLOW THIS ROAD TO A LITTLE RED CHURCH A
 TU1462'FEW HUNDRED YARDS DISTANT, CLIMB RIDGE DIRECTLY BEHIND CHURCH TO
 TU1462'TOP OF MAIN RIDGE.  TURN RIGHT (SOUTHWESTERLY) AND FOLLOW MAIN
 TU1462'RIDGE TO STATION, WHICH IS IN A MORE OR LESS OPEN PLACE JUST
 TU1462'BEFORE RIDGE COMMENCES TO DROP DOWN AT ITS WESTERLY END.
 TU1462'MARKED BY UNITED STATES ENGINEERS WITH RECTANGULAR BRASS PLATE
 TU1462'SET IN CONCRETE IN 5-INCH IRON PIPE EMBEDDED IN GROUND.
 TU1462'RE-MARKED ACCORDING TO NOTE 14X IN 1929.
 TU1462
 TU1462                          STATION RECOVERY (1964)
 TU1462
 TU1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1462'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER IT
 TU1462'WAS FOUND TO BE A COAST AND GEODETIC SURVEY DISK INSTEAD OF A BRASS
 TU1462'PLATE AS PREVIOUSLY DESCRIBED.  THE GUY-CABLES OF THE TYPE 14X
 TU1462'SIGNAL HAVE RUSTED AWAY AND THE TARGET WAS FOUND LAYING BY THE
 TU1462'STATION MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1462'
 TU1462'STATION IS LOCATED ABOUT 1-1/4 MILES SOUTHWEST OF KAAAWA, ON THE
 TU1462'HIGHEST POINT (ABOUT 2076 FEET ELEVATION) ALONG THE RUGGED,
 TU1462'TIMBERED RIDGE THAT RUNS SOUTH FROM PUUMAHIA POINT.
 TU1462'
 TU1462'TO REACH STATION FROM THE POST OFFICE IN KAAAWA, GO NORTHWEST ON
 TU1462'STATE HIGHWAY 83 FOR 1.5 MILES TO GRAVELED SIDE ROAD LEFT, JUST
 TU1462'BEFORE REACHING HIGHWAY BRIDGE AT KAHANA BAY.  GO LEFT FOR 0.15
 TU1462'MILE TO 2 OLD RED BUILDINGS ON LEFT.  FROM HERE PACK ON TRAIL
 TU1462'ALONG RIGHT SIDE OF BUILDINGS TO OLD CEMETERY.  CLIMB UP POINT OF
 TU1462'RIDGE AND FOLLOW GOOD TRAIL UP RIDGE TO SUMMIT, THEN ALONG MAIN
 TU1462'RIDGE LINE TO HIGHEST HILL AND STATION.  ABOUT A 2-HOUR PACK.
 TU1462'
 TU1462'STATION MARK IS A STANDARD DISK STAMPED TURNOVER 1927, SET IN THE
 TU1462'TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 FOOT
 TU1462'ABOVE GROUND.  IT IS ABOUT 18 FEET SOUTH-SOUTHWEST OF HIGHEST
 TU1462'POINT OF HILL AND ABOUT 4 FEET LOWER, ON A SHOULDER OF THE HILL
 TU1462'WHERE IT BEGINS TO DROP DOWN STEEPLY.
 TU1462
 TU1462                          STATION RECOVERY (1969)
 TU1462
 TU1462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1462'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 TU1462'CONDITION.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS
 TU1462'TIME.  A NEW DESCRIPTION FOLLOWS.
 TU1462'
 TU1462'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF KAAAWA, ON A
 TU1462'HIGH RUGGED RIDGE AND AT A POINT WHERE THE RIDGE DROPS OFF SHARPLY
 TU1462'TO THE WEST.
 TU1462'
 TU1462'IT IS POSSIBLE TO REACH THE STATION BY BACKPACKING FOR ABOUT 3
 TU1462'HOURS, HOWEVER.  THE STATION WAS REACHED AT THIS TIME VIA HELICOPTER
 TU1462'FROM A TEMPORARY HELIPORT AT KAHAMA BEACH PARK BY FLYING A MAGNETIC
 TU1462'COURSE OF ABOUT 170 DEGREES FOR ABOUT 6 MINUTES TO THE STATION AS
 TU1462'DESCRIBED.
 TU1462'
 TU1462'THE STATION MARK IS A STANDARD DISK STAMPED TURNOVER 1927, SET IN
 TU1462'THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT 1 FOOT.  IT IS
 TU1462'ABOUT 20 FEET SOUTHWEST AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 TU1462'THE HIGHEST POINT OF THE HILL.
 TU1462'
 TU1462'REFERENCE MARK 1 IS A STANDARD DISK STAMPED TURNOVER 1927 NO 1
 TU1462'1969, BRAZED TO THE TOP OF A 2 INCH SOIL PIPE PROJECTING ABOUT 6
 TU1462'INCHES.  IT IS ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION
 TU1462'MARK.
 TU1462'
 TU1462'REFERENCE MARK 2 IS A STANDARD DISK STAMPD TURNOVER 1927 NO 2 1969,
 TU1462'BRAZED TO THE TOP OF A 2 INCH SOIL PIPE PROJECTING ABOUT 4
 TU1462'INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 TU1462'
 TU1462'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO THE
 TU1462'CREST OF THE RIDGE ON LINE.
 TU1462'
 TU1462'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1462'
 TU1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1462'1-1/2 MILES SOUTHWEST OF KAAAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1555 ***********************************************************************
 TU1555  DESIGNATION -  TURTLE HEAD
 TU1555  PID         -  TU1555
 TU1555  STATE/COUNTY-  HI/HONOLULU
 TU1555  USGS QUAD   -  KAENA (1983)
 TU1555
 TU1555                         *CURRENT SURVEY CONTROL
 TU1555  ___________________________________________________________________
 TU1555* NAD 83(1993)-  21 34 33.52597(N)    158 12 42.21565(W)     ADJUSTED  
 TU1555* LOCAL TIDAL -                                                        
 TU1555  ___________________________________________________________________
 TU1555  EPOCH DATE  -        1993.62
 TU1555  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 TU1555  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU1555
 TU1555  HORZ ORDER  -  THIRD
 TU1555
 TU1555.The horizontal coordinates were established by classical geodetic methods
 TU1555.and adjusted by the National Geodetic Survey in December 1998..
 TU1555.The horizontal coordinates are valid at the epoch date displayed above.
 TU1555.The epoch date for horizontal control is a decimal equivalence
 TU1555.of Year/Month/Day.
 TU1555
 TU1555
 TU1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1555
 TU1555.The geoid height was determined by GEOID03.
 TU1555
 TU1555;                    North         East     Units Scale Factor Converg.
 TU1555;SPC HI 3     -    45,334.329   478,072.444   MT  0.99999594   -0 04 40.3
 TU1555;UTM  04      - 2,386,101.479   581,607.802   MT  0.99968229   +0 17 23.6
 TU1555
 TU1555                          SUPERSEDED SURVEY CONTROL
 TU1555
 TU1555  NAD 83(1986)-  21 34 33.47648(N)    158 12 42.22757(W) AD(       ) 4
 TU1555  OLD HI      -  21 34 44.85700(N)    158 12 52.16100(W) AD(       ) 3
 TU1555
 TU1555.Superseded values are not recommended for survey control.
 TU1555.NGS no longer adjusts projects to the OLD HI datum.
 TU1555.See file dsdata.txt to determine how the superseded data were derived.
 TU1555
 TU1555_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8160886101(NAD 83)
 TU1555
 TU1555  HISTORY     - Date     Condition        Report By
 TU1555  HISTORY     - UNK      MONUMENTED
 TU1555  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1555
 TU1555                          STATION DESCRIPTION
 TU1555
 TU1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1555'STATION WAS SEARCHED FOR BUT COULD NOT BE IDENTIFIED.  IT IS
 TU1555'BELIEVED TO HAVE BEEN A ROCK FORMATION, AND SINCE ITS LOCATION WAS
 TU1555'IN THE VICINITY OF THE ROCK POINT BEING REMOVED BY A QUARRY IT
 TU1555'IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0077 ***********************************************************************
 TU0077  DESIGNATION -  U 1
 TU0077  PID         -  TU0077
 TU0077  STATE/COUNTY-  HI/HAWAII
 TU0077  USGS QUAD   -  VOLCANO (1997)
 TU0077
 TU0077                         *CURRENT SURVEY CONTROL
 TU0077  ___________________________________________________________________
 TU0077* NAD 83(1986)-  19 28 57.     (N)    155 09 21.     (W)     SCALED    
 TU0077* LOCAL TIDAL -       715.571  (meters)    2347.67   (feet)  ADJ UNCH  
 TU0077  ___________________________________________________________________
 TU0077  GEOID HEIGHT-          20.64  (meters)                     GEOID03
 TU0077
 TU0077  VERT ORDER  -  FIRST     CLASS II
 TU0077
 TU0077.The horizontal coordinates were scaled from a topographic map and have
 TU0077.an estimated accuracy of +/- 6 seconds.
 TU0077
 TU0077.The orthometric height was key entered from printed documents
 TU0077.and not key verified.
 TU0077
 TU0077.The geoid height was determined by GEOID03.
 TU0077
 TU0077;                    North         East    Units  Estimated Accuracy
 TU0077;SPC HI 1     -    71,890.      536,130.      MT  (+/- 180 meters Scaled)
 TU0077
 TU0077                          SUPERSEDED SURVEY CONTROL
 TU0077
 TU0077.No superseded survey control is available for this station.
 TU0077
 TU0077_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB737556(NAD 83)
 TU0077_MARKER: DB = BENCH MARK DISK
 TU0077_SETTING: 66 = SET IN ROCK OUTCROP
 TU0077_SP_SET: LAVA ROCK
 TU0077_STAMPING: U 1 1926
 TU0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0077+STABILITY: POSITION/ELEVATION WELL
 TU0077
 TU0077  HISTORY     - Date     Condition        Report By
 TU0077  HISTORY     - 1926     MONUMENTED       CGS
 TU0077  HISTORY     - 1967     GOOD             NGS
 TU0077
 TU0077                          STATION DESCRIPTION
 TU0077
 TU0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0077'5.9 MI SW FROM MOUNTAIN VIEW.
 TU0077'LOCATED 5.9 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST
 TU0077'OFFICE IN MOUNTAIN VIEW, 525 FEET NORTHEAST (DOWNHILL) FROM MILEPOST
 TU0077'NO. 22, 22.5 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, 28.0 FEET
 TU0077'SOUTHWEST OF TELEPHONE POLE NO. 426, 110 FEET WEST-SOUTHWEST OF POWER
 TU0077'POLE NO. 121, 46.0 FEET SOUTHWEST OF THE CENTER LINE OF A MACADAM
 TU0077'DRIVEWAY LEADING TO A HOUSE ON NORTHWEST SIDE OF HIGHWAY, AND CEMENTED
 TU0077'IN A DRILL HOLE IN A 20-INCH-SQUARE LAVA ROCK FLUSH WITH GROUND. ON
 TU0077'DITCHBANK, 4 FEET NORTHWEST OF EDGE OF DITCH, 1-1/2 FEET SOUTHEAST OF
 TU0077'A WHITE WITNESS POST AND HIDDEN IN HEAVY GRASS AND GINGER. NOTE-- A
 TU0077'CAP OF CEMENT ON TOP OF THE ROCK MAKES IT APPEAR LIKE A CONCRETE
 TU0077'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0078 ***********************************************************************
 TU0078  DESIGNATION -  U 1 RESET 1967
 TU0078  PID         -  TU0078
 TU0078  STATE/COUNTY-  HI/HAWAII
 TU0078  USGS QUAD   -  VOLCANO (1997)
 TU0078
 TU0078                         *CURRENT SURVEY CONTROL
 TU0078  ___________________________________________________________________
 TU0078* NAD 83(1986)-  19 28 57.     (N)    155 09 21.     (W)     SCALED    
 TU0078* LOCAL TIDAL -       718.963  (meters)    2358.80   (feet)  ADJ UNCH  
 TU0078  ___________________________________________________________________
 TU0078  GEOID HEIGHT-          20.64  (meters)                     GEOID03
 TU0078
 TU0078  VERT ORDER  -  FIRST     CLASS I
 TU0078
 TU0078.The horizontal coordinates were scaled from a topographic map and have
 TU0078.an estimated accuracy of +/- 6 seconds.
 TU0078
 TU0078.The orthometric height was key entered from printed documents
 TU0078.and not key verified.
 TU0078
 TU0078.The geoid height was determined by GEOID03.
 TU0078
 TU0078;                    North         East    Units  Estimated Accuracy
 TU0078;SPC HI 1     -    71,890.      536,130.      MT  (+/- 180 meters Scaled)
 TU0078
 TU0078                          SUPERSEDED SURVEY CONTROL
 TU0078
 TU0078.No superseded survey control is available for this station.
 TU0078
 TU0078_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB737556(NAD 83)
 TU0078_MARKER: DB = BENCH MARK DISK
 TU0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0078_STAMPING: U 1 RESET 1967
 TU0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0078+STABILITY: SURFACE MOTION
 TU0078
 TU0078  HISTORY     - Date     Condition        Report By
 TU0078  HISTORY     - 1967     MONUMENTED       CGS
 TU0078  HISTORY     - 1975     GOOD             NGS
 TU0078
 TU0078                          STATION DESCRIPTION
 TU0078
 TU0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0078'5.80 MI SW FROM MOUNTAIN VIEW.
 TU0078'5.80 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 TU0078'MOUNTAIN VIEW, UP A ASPHALT DRIVEWAY ON THE NORTHEAST SIDE OF
 TU0078'DRIVEWAY, 0.15 MILE NORTHEAST OF MILEPOST 22, 132.0 FEET NORTHWEST OF
 TU0078'CENTERLINE OF ST. HWY. 11, 10.0 FEET NORTHEAST OF CENTERLINE OF
 TU0078'DRIVEWAY, 32.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 2 STORY
 TU0078'HOUSE, AND IN TOP OF A CONCRETE POST PROJECTING 5 INCHES.  2.0 FEET
 TU0078'NORTHEAST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0344 ***********************************************************************
 TU0344  DESIGNATION -  U 11
 TU0344  PID         -  TU0344
 TU0344  STATE/COUNTY-  HI/HONOLULU
 TU0344  USGS QUAD   -  KOKO HEAD (1983)
 TU0344
 TU0344                         *CURRENT SURVEY CONTROL
 TU0344  ___________________________________________________________________
 TU0344* NAD 83(1986)-  21 19 07.     (N)    157 40 12.     (W)     SCALED    
 TU0344* LOCAL TIDAL -         5.396  (meters)      17.70   (feet)  ADJ UNCH  
 TU0344  ___________________________________________________________________
 TU0344  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU0344
 TU0344  VERT ORDER  -  FIRST     CLASS II
 TU0344
 TU0344.The horizontal coordinates were scaled from a topographic map and have
 TU0344.an estimated accuracy of +/- 6 seconds.
 TU0344
 TU0344.The orthometric height was key entered from printed documents
 TU0344.and not key verified.
 TU0344
 TU0344.The geoid height was determined by GEOID03.
 TU0344
 TU0344;                    North         East    Units  Estimated Accuracy
 TU0344;SPC HI 3     -    16,860.      534,240.      MT  (+/- 180 meters Scaled)
 TU0344
 TU0344                          SUPERSEDED SURVEY CONTROL
 TU0344
 TU0344.No superseded survey control is available for this station.
 TU0344
 TU0344_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ379579(NAD 83)
 TU0344_MARKER: DB = BENCH MARK DISK
 TU0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0344_SP_SET: PIER
 TU0344_STAMPING: U 11 1969
 TU0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0344
 TU0344  HISTORY     - Date     Condition        Report By
 TU0344  HISTORY     - 1969     MONUMENTED       CGS
 TU0344
 TU0344                          STATION DESCRIPTION
 TU0344
 TU0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0344'2.2 MI SE FROM WAIMANALO.
 TU0344'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0344'WAIMANALO, IN THE TOP OF THE NORTHWEST CONCRETE RAIL OF MAKAI RANGE
 TU0344'PIER OF THE OCEANIC INSTITUTE, 65.0 FEET NORTHEAST OF THE CENTER LINE
 TU0344'OF THE HIGHWAY, 19.4 FEET NORTHEAST OF THE ENTRANCE GATE POST, 13.2
 TU0344'FEET NORTHWEST OF THE CENTER LINE OF THE PIER ROAD, 26.8 FEET
 TU0344'NORTHEAST OF A METAL LIGHT POLE, 20.4 FEET NORTHEAST OF THE SOUTHWEST
 TU0344'END OF THE CONCRETE RAIL OF THE PIER, AND ABOUT 10 FEET HIGHER THAN
 TU0344'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0405 ***********************************************************************
 TU0405  DESIGNATION -  U 12
 TU0405  PID         -  TU0405
 TU0405  STATE/COUNTY-  HI/HONOLULU
 TU0405  USGS QUAD   -  HONOLULU (1983)
 TU0405
 TU0405                         *CURRENT SURVEY CONTROL
 TU0405  ___________________________________________________________________
 TU0405* NAD 83(1986)-  21 22 04.     (N)    157 47 28.     (W)     SCALED    
 TU0405* LOCAL TIDAL -       296.400  (meters)     972.44   (feet)  ADJ UNCH  
 TU0405  ___________________________________________________________________
 TU0405  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0405
 TU0405  VERT ORDER  -  FIRST     CLASS II
 TU0405
 TU0405.The horizontal coordinates were scaled from a topographic map and have
 TU0405.an estimated accuracy of +/- 6 seconds.
 TU0405
 TU0405.The orthometric height was key entered from printed documents
 TU0405.and not key verified.
 TU0405
 TU0405.The geoid height was determined by GEOID03.
 TU0405
 TU0405;                    North         East    Units  Estimated Accuracy
 TU0405;SPC HI 3     -    22,280.      521,660.      MT  (+/- 180 meters Scaled)
 TU0405
 TU0405                          SUPERSEDED SURVEY CONTROL
 TU0405
 TU0405.No superseded survey control is available for this station.
 TU0405
 TU0405_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ253633(NAD 83)
 TU0405_MARKER: DB = BENCH MARK DISK
 TU0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0405_SP_SET: TUNNEL
 TU0405_STAMPING: U 12 1969
 TU0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0405
 TU0405  HISTORY     - Date     Condition        Report By
 TU0405  HISTORY     - 1969     MONUMENTED       CGS
 TU0405
 TU0405                          STATION DESCRIPTION
 TU0405
 TU0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0405'6.45 MI NE FROM HONOLULU.
 TU0405'6.45 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0405'SOUTH BERETANIA STREET AT HONOLULU, IN THE CENTER OF THE CONCRETE
 TU0405'RETAINING WALL BETWEEN THE SOUTHWEST AND THE NORTHEAST BOUND TUNNELS
 TU0405'(SECOND SET OF TUNNELS GOING NORTHEAST), 29.8 FEET NORTHWEST OF THE
 TU0405'CENTER LINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 27.3 FEET
 TU0405'SOUTHEAST OF THE CENTER LINE OF THE SOUTHWEST BOUND LANES OF THE
 TU0405'HIGHWAY, 23 FEET NORTH OF A METAL LIGHT POLE, 10.5 FEET SOUTHWEST OF
 TU0405'THE CONCRETE FACE BETWEEN THE SOUTHWEST AND NORTHEAST BOUND TUNNELS,
 TU0405'AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0636 ***********************************************************************
 TU0636  DESIGNATION -  U 13
 TU0636  PID         -  TU0636
 TU0636  STATE/COUNTY-  HI/HONOLULU
 TU0636  USGS QUAD   -  EWA (1983)
 TU0636
 TU0636                         *CURRENT SURVEY CONTROL
 TU0636  ___________________________________________________________________
 TU0636* NAD 83(1986)-  21 21 26.     (N)    158 01 46.     (W)     SCALED    
 TU0636* LOCAL TIDAL -         7.497  (meters)      24.60   (feet)  ADJ UNCH  
 TU0636  ___________________________________________________________________
 TU0636  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU0636
 TU0636  VERT ORDER  -  FIRST     CLASS II
 TU0636
 TU0636.The horizontal coordinates were scaled from a topographic map and have
 TU0636.an estimated accuracy of +/- 6 seconds.
 TU0636
 TU0636.The orthometric height was key entered from printed documents
 TU0636.and not key verified.
 TU0636
 TU0636.The geoid height was determined by GEOID03.
 TU0636
 TU0636;                    North         East    Units  Estimated Accuracy
 TU0636;SPC HI 3     -    21,100.      496,950.      MT  (+/- 180 meters Scaled)
 TU0636
 TU0636                          SUPERSEDED SURVEY CONTROL
 TU0636
 TU0636.No superseded survey control is available for this station.
 TU0636
 TU0636_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ006619(NAD 83)
 TU0636_MARKER: DB = BENCH MARK DISK
 TU0636_SETTING: 66 = SET IN ROCK OUTCROP
 TU0636_SP_SET: LAVA ROCK
 TU0636_STAMPING: U 13 1969
 TU0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0636+STABILITY: POSITION/ELEVATION WELL
 TU0636
 TU0636  HISTORY     - Date     Condition        Report By
 TU0636  HISTORY     - 1969     MONUMENTED       CGS
 TU0636  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0636
 TU0636                          STATION DESCRIPTION
 TU0636
 TU0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0636'1.65 MI NE FROM EWA.
 TU0636'0.8 MILE NORTHEAST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA,
 TU0636'THENCE 0.85 MILE NORTH ALONG FORT WEAVER ROAD, IN THE NORTH CORNER OF
 TU0636'THE LOWER CONCRETE BASE FOR A LAVA ROCK MONUMENT WITH IRON PLAQUE
 TU0636'COMMEMORATING SITE OF FIRST ARTESIAN WELL, 23.0 FEET NORTHEAST OF THE
 TU0636'CENTER LINE OF THE ROAD, 3.9 FEET SOUTH OF THE NORTHWEST CORNER OF A
 TU0636'12-FOOT-LONG LAVA ROCK RETAINING WALL WHICH IS IN BACK OF THE
 TU0636'MONUMENT, 4.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE BASE, 53.7
 TU0636'FEET NORTHWEST OF TELEPHONE POLE 140, AND ABOUT LEVEL WITH THE ROAD.
 TU0636
 TU0636                          STATION RECOVERY (2006)
 TU0636
 TU0636'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0636'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0574 ***********************************************************************
 TU0574  DESIGNATION -  U 14
 TU0574  PID         -  TU0574
 TU0574  STATE/COUNTY-  HI/HONOLULU
 TU0574  USGS QUAD   -  KAENA (1983)
 TU0574
 TU0574                         *CURRENT SURVEY CONTROL
 TU0574  ___________________________________________________________________
 TU0574* NAD 83(1986)-  21 32 22.     (N)    158 13 59.     (W)     SCALED    
 TU0574* LOCAL TIDAL -         8.263  (meters)      27.11   (feet)  ADJ UNCH  
 TU0574  ___________________________________________________________________
 TU0574  GEOID HEIGHT-          14.92  (meters)                     GEOID03
 TU0574
 TU0574  VERT ORDER  -  FIRST     CLASS II
 TU0574
 TU0574.The horizontal coordinates were scaled from a topographic map and have
 TU0574.an estimated accuracy of +/- 6 seconds.
 TU0574
 TU0574.The orthometric height was key entered from printed documents
 TU0574.and not key verified.
 TU0574
 TU0574.The geoid height was determined by GEOID03.
 TU0574
 TU0574;                    North         East    Units  Estimated Accuracy
 TU0574;SPC HI 3     -    41,290.      475,860.      MT  (+/- 180 meters Scaled)
 TU0574
 TU0574                          SUPERSEDED SURVEY CONTROL
 TU0574
 TU0574.No superseded survey control is available for this station.
 TU0574
 TU0574_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ794820(NAD 83)
 TU0574_MARKER: DB = BENCH MARK DISK
 TU0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0574_SP_SET: CULVERT
 TU0574_STAMPING: U 14 1969
 TU0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0574
 TU0574  HISTORY     - Date     Condition        Report By
 TU0574  HISTORY     - 1969     MONUMENTED       CGS
 TU0574  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0574
 TU0574                          STATION DESCRIPTION
 TU0574
 TU0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0574'8.7 MI NW FROM WAIANAE.
 TU0574'8.7 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0574'WAIANAE, IN THE TOP OF A LEDGE OF A LAVA ROCK OUTCROP WHICH PROJECTS
 TU0574'ABOUT 3 FEET ABOVE THE GROUND, 26.2 FEET NORTHEAST OF THE CENTER LINE
 TU0574'OF THE HIGHWAY, 22.7 FEET EAST OF A METAL POLE SUPPORTING A SIGN WATCH
 TU0574'FOR ROCKS, 87.0 FEET NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST
 TU0574'HEAD WALL OF A CULVERT, 76.0 FEET NORTHWEST OF POWER POLE 228, AND
 TU0574'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 TU0574
 TU0574                          STATION RECOVERY (2006)
 TU0574
 TU0574'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0574'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0517 ***********************************************************************
 TU0517  DESIGNATION -  U 15
 TU0517  PID         -  TU0517
 TU0517  STATE/COUNTY-  HI/HONOLULU
 TU0517  USGS QUAD   -  WAIMEA (1983)
 TU0517
 TU0517                         *CURRENT SURVEY CONTROL
 TU0517  ___________________________________________________________________
 TU0517* NAD 83(1986)-  21 40 33.     (N)    158 02 16.     (W)     SCALED    
 TU0517* LOCAL TIDAL -         3.939  (meters)      12.92   (feet)  ADJ UNCH  
 TU0517  ___________________________________________________________________
 TU0517  GEOID HEIGHT-          13.59  (meters)                     GEOID03
 TU0517
 TU0517  VERT ORDER  -  FIRST     CLASS II
 TU0517
 TU0517.The horizontal coordinates were scaled from a topographic map and have
 TU0517.an estimated accuracy of +/- 6 seconds.
 TU0517
 TU0517.The orthometric height was key entered from printed documents
 TU0517.and not key verified.
 TU0517
 TU0517.The geoid height was determined by GEOID03.
 TU0517
 TU0517;                    North         East    Units  Estimated Accuracy
 TU0517;SPC HI 3     -    56,380.      496,090.      MT  (+/- 180 meters Scaled)
 TU0517
 TU0517                          SUPERSEDED SURVEY CONTROL
 TU0517
 TU0517.No superseded survey control is available for this station.
 TU0517
 TU0517_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ995972(NAD 83)
 TU0517_MARKER: DB = BENCH MARK DISK
 TU0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0517_SP_SET: CULVERT
 TU0517_STAMPING: U 15 1969
 TU0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0517
 TU0517  HISTORY     - Date     Condition        Report By
 TU0517  HISTORY     - 1969     MONUMENTED       CGS
 TU0517
 TU0517                          STATION DESCRIPTION
 TU0517
 TU0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0517'7.0 MI NW FROM KAHUKU.
 TU0517'7.0 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0517'COMPANY HEADQUARTERS AT KAHUKU, IN THE TOP AND 1.2 FEET NORTHEAST OF
 TU0517'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF DOUBLE 3- BY
 TU0517'6-FOOT CONCRETE BOX CULVERTS, 16.6 FEET SOUTHEAST OF THE CENTER LINE
 TU0517'OF THE HIGHWAY, 8.4 FEET NORTH OF TELEPHONE POLE 296T, AND ABOUT LEVEL
 TU0517'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0081 ***********************************************************************
 TU0081  DESIGNATION -  U 20
 TU0081  PID         -  TU0081
 TU0081  STATE/COUNTY-  HI/HAWAII
 TU0081  USGS QUAD   -  VOLCANO (1997)
 TU0081
 TU0081                         *CURRENT SURVEY CONTROL
 TU0081  ___________________________________________________________________
 TU0081* NAD 83(1986)-  19 27 53.     (N)    155 10 01.     (W)     SCALED    
 TU0081* LOCAL TIDAL -       796.131  (meters)    2611.97   (feet)  ADJ UNCH  
 TU0081  ___________________________________________________________________
 TU0081  GEOID HEIGHT-          20.80  (meters)                     GEOID03
 TU0081
 TU0081  VERT ORDER  -  FIRST     CLASS I
 TU0081
 TU0081.The horizontal coordinates were scaled from a topographic map and have
 TU0081.an estimated accuracy of +/- 6 seconds.
 TU0081
 TU0081.The orthometric height was key entered from printed documents
 TU0081.and not key verified.
 TU0081
 TU0081.The geoid height was determined by GEOID03.
 TU0081
 TU0081;                    North         East    Units  Estimated Accuracy
 TU0081;SPC HI 1     -    69,920.      534,970.      MT  (+/- 180 meters Scaled)
 TU0081
 TU0081                          SUPERSEDED SURVEY CONTROL
 TU0081
 TU0081.No superseded survey control is available for this station.
 TU0081
 TU0081_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB725536(NAD 83)
 TU0081_MARKER: DB = BENCH MARK DISK
 TU0081_SETTING: 66 = SET IN ROCK OUTCROP
 TU0081_SP_SET: LAVA OUTCROP
 TU0081_STAMPING: U 20 1975
 TU0081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0081+STABILITY: POSITION/ELEVATION WELL
 TU0081
 TU0081  HISTORY     - Date     Condition        Report By
 TU0081  HISTORY     - 1975     MONUMENTED       NGS
 TU0081  HISTORY     - 1980     GOOD             USGS
 TU0081
 TU0081                          STATION DESCRIPTION
 TU0081
 TU0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0081'5.05 MI NE FROM VOLCANO.
 TU0081'0.25 MILES NORTHEAST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0081'POST OFFICE IN VOLCANO, THENCE 0.05 MILES SOUTHEAST ALONG WRIGHT ROAD,
 TU0081'THENCE 4.75 MILES NORTHEAST ALONG STATE HIGHWAY 11.  SET IN THE TOP OF
 TU0081'AND NEAR THE NORTHEAST END OF A LAVA OUTCROP.  27.5 FEET NORTHWEST OF
 TU0081'THE CENTERLINE OF STATE HIGHWAY 11.  18.5 FEET SOUTHWEST OF THE
 TU0081'CENTERLINE OF A PAVED DEAD END ROAD TO A FIELD.  11.0 FEET EAST OF A
 TU0081'TELEPHONE POLE.  1.5 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
 TU0081'LEVEL WITH THE HIGHWAY.  ALSO 7.25 MILES SOUTHWEST OF MOUNTAIN VIEW.
 TU0081
 TU0081                          STATION RECOVERY (1980)
 TU0081
 TU0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 TU0081'ADDITIONAL REFERENCE - 0.55 MILES NE ALONG THE OLD HIGHWAY FROM THE
 TU0081'VOLCANO POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0127 ***********************************************************************
 TU0127  DESIGNATION -  U 21
 TU0127  PID         -  TU0127
 TU0127  STATE/COUNTY-  HI/HAWAII
 TU0127  USGS QUAD   -  KIPUKA PAKEKAKE (1995)
 TU0127
 TU0127                         *CURRENT SURVEY CONTROL
 TU0127  ___________________________________________________________________
 TU0127* NAD 83(1986)-  19 29 04.     (N)    155 22 28.     (W)     SCALED    
 TU0127* LOCAL TIDAL -      1858.509  (meters)    6097.46   (feet)  ADJ UNCH  
 TU0127  ___________________________________________________________________
 TU0127  GEOID HEIGHT-          25.45  (meters)                     GEOID03
 TU0127
 TU0127  VERT ORDER  -  FIRST     CLASS I
 TU0127
 TU0127.The horizontal coordinates were scaled from a topographic map and have
 TU0127.an estimated accuracy of +/- 6 seconds.
 TU0127
 TU0127.The orthometric height was key entered from printed documents
 TU0127.and not key verified.
 TU0127
 TU0127.The geoid height was determined by GEOID03.
 TU0127
 TU0127;                    North         East    Units  Estimated Accuracy
 TU0127;SPC HI 1     -    72,080.      513,180.      MT  (+/- 180 meters Scaled)
 TU0127
 TU0127                          SUPERSEDED SURVEY CONTROL
 TU0127
 TU0127.No superseded survey control is available for this station.
 TU0127
 TU0127_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB507561(NAD 83)
 TU0127_MARKER: DB = BENCH MARK DISK
 TU0127_SETTING: 66 = SET IN ROCK OUTCROP
 TU0127_SP_SET: BEDROCK
 TU0127_STAMPING: U 21 1975
 TU0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0127+STABILITY: POSITION/ELEVATION WELL
 TU0127
 TU0127  HISTORY     - Date     Condition        Report By
 TU0127  HISTORY     - 1975     MONUMENTED       NGS
 TU0127
 TU0127                          STATION DESCRIPTION
 TU0127
 TU0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0127'13.95 MI SW FROM VOLCANO.
 TU0127'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0127'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0127'HIGHWAY 11, THENCE 9.85 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD, IN
 TU0127'TOP OF A LAVA BEDROCK ON THE RIGHT SIDE OF ROAD, 9.0 FEET NORTH OF THE
 TU0127'CENTER OF THE ROAD, AND 1.0 FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0868 ***********************************************************************
 TU0868  DESIGNATION -  U 22
 TU0868  PID         -  TU0868
 TU0868  STATE/COUNTY-  HI/MAUI
 TU0868  USGS QUAD   -  MAKENA (1995)
 TU0868
 TU0868                         *CURRENT SURVEY CONTROL
 TU0868  ___________________________________________________________________
 TU0868* NAD 83(1986)-  20 40 47.     (N)    156 26 31.     (W)     SCALED    
 TU0868* LOCAL TIDAL -        35.751  (meters)     117.29   (feet)  ADJUSTED  
 TU0868  ___________________________________________________________________
 TU0868  GEOID HEIGHT-          16.67  (meters)                     GEOID03
 TU0868
 TU0868  VERT ORDER  -  FIRST     CLASS I
 TU0868
 TU0868.The horizontal coordinates were scaled from a topographic map and have
 TU0868.an estimated accuracy of +/- 6 seconds.
 TU0868
 TU0868.The orthometric height was determined by differential leveling
 TU0868.and adjusted by the National Geodetic Survey in December 2003..
 TU0868
 TU0868.The geoid height was determined by GEOID03.
 TU0868
 TU0868;                    North         East    Units  Estimated Accuracy
 TU0868;SPC HI 2     -    38,360.      523,410.      MT  (+/- 180 meters Scaled)
 TU0868
 TU0868                          SUPERSEDED SURVEY CONTROL
 TU0868
 TU0868.No superseded survey control is available for this station.
 TU0868
 TU0868_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH664888(NAD 83)
 TU0868_MARKER: DV = VERTICAL CONTROL DISK
 TU0868_SETTING: 66 = SET IN ROCK OUTCROP
 TU0868_SP_SET: ROCK OUTCROP
 TU0868_STAMPING: U 22 1979
 TU0868_MARK LOGO: NGS   
 TU0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0868+STABILITY: POSITION/ELEVATION WELL
 TU0868
 TU0868  HISTORY     - Date     Condition        Report By
 TU0868  HISTORY     - 1979     MONUMENTED       NGS
 TU0868
 TU0868                          STATION DESCRIPTION
 TU0868
 TU0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0868'5.5 MI SOUTH FROM KIHEI.
 TU0868'5.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE KIHEI POST OFFICE, SET
 TU0868'IN THE TOP OF A LAVA FLOW OUTCROP, 50 FEET SOUTH OF THE SOUTHWEST END
 TU0868'OF THE WAILIA GOLF COURSE, AND 31 FEET EAST OF THE CENTER OF THE
 TU0868'HIGHWAY.  4 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0904 ***********************************************************************
 TU0904  DESIGNATION -  U 23
 TU0904  PID         -  TU0904
 TU0904  STATE/COUNTY-  HI/MAUI
 TU0904  USGS QUAD   -  KILOHANA (1983)
 TU0904
 TU0904                         *CURRENT SURVEY CONTROL
 TU0904  ___________________________________________________________________
 TU0904* NAD 83(1986)-  20 45 35.     (N)    156 19 39.     (W)     SCALED    
 TU0904* LOCAL TIDAL -       840.380  (meters)    2757.15   (feet)  ADJUSTED  
 TU0904  ___________________________________________________________________
 TU0904  GEOID HEIGHT-          17.23  (meters)                     GEOID03
 TU0904
 TU0904  VERT ORDER  -  FIRST     CLASS I
 TU0904
 TU0904.The horizontal coordinates were scaled from a topographic map and have
 TU0904.an estimated accuracy of +/- 6 seconds.
 TU0904
 TU0904.The orthometric height was determined by differential leveling
 TU0904.and adjusted by the National Geodetic Survey in December 2003..
 TU0904
 TU0904.The geoid height was determined by GEOID03.
 TU0904
 TU0904;                    North         East    Units  Estimated Accuracy
 TU0904;SPC HI 2     -    47,240.      535,320.      MT  (+/- 180 meters Scaled)
 TU0904
 TU0904                          SUPERSEDED SURVEY CONTROL
 TU0904
 TU0904.No superseded survey control is available for this station.
 TU0904
 TU0904_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH782978(NAD 83)
 TU0904_MARKER: DV = VERTICAL CONTROL DISK
 TU0904_SETTING: 66 = SET IN ROCK OUTCROP
 TU0904_SP_SET: SET IN ROCK OUTCROP
 TU0904_STAMPING: U 23 1979
 TU0904_MARK LOGO: NGS   
 TU0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0904+STABILITY: POSITION/ELEVATION WELL
 TU0904
 TU0904  HISTORY     - Date     Condition        Report By
 TU0904  HISTORY     - 1979     MONUMENTED       NGS
 TU0904
 TU0904                          STATION DESCRIPTION
 TU0904
 TU0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0904'IN WAIAKOA, AT THE JUNCTION OF STATE HIGHWAY 37 AND KULA ELEMENTARY
 TU0904'SCHOOL ROAD IN WAIAKOA, 42 FEET NORTH OF THE CENTER OF KULA
 TU0904'ELEMENTARY, 32 FEET WEST OF THE CENTER OF THE HIGHWAY, AND SET IN TOP
 TU0904'OF A LAVA FLOW OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0242 ***********************************************************************
 TU0242  DESIGNATION -  U 6
 TU0242  PID         -  TU0242
 TU0242  STATE/COUNTY-  HI/MAUI
 TU0242  USGS QUAD   -  WAILUKU (1997)
 TU0242
 TU0242                         *CURRENT SURVEY CONTROL
 TU0242  ___________________________________________________________________
 TU0242* NAD 83(1986)-  20 53 28.     (N)    156 30 15.     (W)     SCALED    
 TU0242* LOCAL TIDAL -        75.926  (meters)     249.10   (feet)  ADJ UNCH  
 TU0242  ___________________________________________________________________
 TU0242  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU0242
 TU0242  VERT ORDER  -  FIRST     CLASS I
 TU0242
 TU0242.The horizontal coordinates were scaled from a topographic map and have
 TU0242.an estimated accuracy of +/- 6 seconds.
 TU0242
 TU0242.The orthometric height was key entered from printed documents
 TU0242.and not key verified.
 TU0242
 TU0242.The geoid height was determined by GEOID03.
 TU0242
 TU0242;                    North         East    Units  Estimated Accuracy
 TU0242;SPC HI 2     -    61,760.      516,910.      MT  (+/- 180 meters Scaled)
 TU0242
 TU0242                          SUPERSEDED SURVEY CONTROL
 TU0242
 TU0242.No superseded survey control is available for this station.
 TU0242
 TU0242_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ596121(NAD 83)
 TU0242_MARKER: DB = BENCH MARK DISK
 TU0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0242_SP_SET: BALUSTRADE
 TU0242_STAMPING: U 6 1950
 TU0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0242
 TU0242  HISTORY     - Date     Condition        Report By
 TU0242  HISTORY     - 1950     MONUMENTED       CGS
 TU0242  HISTORY     - 1968     GOOD             CGS
 TU0242  HISTORY     - 1979     GOOD             NGS
 TU0242
 TU0242                          STATION DESCRIPTION
 TU0242
 TU0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0242'IN WAILUKU.
 TU0242'0.3 MILE NORTH ON MARKET STREET FROM THE INTERSECTION OF MAIN AND
 TU0242'MARKET STREETS IN WAILUKU.  ALONG LEFT, WEST, SIDE OF MARKET STREET
 TU0242'AND AT SOUTH END OF THE WEST STEEL RAIL OF THE BRIDGE OVER IAO STREAM.
 TU0242'62 FEET SOUTH OF A STREET SIGN KAHAWAI ST., 2 FEET NORTH OF THE NORTH
 TU0242'END OF A STONE AND MORTAR GUARD RAIL, AND CEMENTED IN A DRILL HOLE IN
 TU0242'THE TOP OF A 20 X 36-INCH BALUSTRADE, ABOUT 2-1/2 FEET HIGHER THAN
 TU0242'SIDEWALK.
 TU0242
 TU0242                          STATION RECOVERY (1979)
 TU0242
 TU0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2667 ***********************************************************************
 TU2667  DESIGNATION -  U S L H 1913
 TU2667  PID         -  TU2667
 TU2667  STATE/COUNTY-  HI/HAWAII
 TU2667  USGS QUAD   -  KUKUIHAELE (1995)
 TU2667
 TU2667                         *CURRENT SURVEY CONTROL
 TU2667  ___________________________________________________________________
 TU2667* NAD 83(1993)-  20 07 39.64220(N)    155 33 27.91957(W)     ADJUSTED  
 TU2667* LOCAL TIDAL -        70.     (meters)     230.     (feet)  SCALED    
 TU2667  ___________________________________________________________________
 TU2667  EPOCH DATE  -        1993.62
 TU2667  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 TU2667  GEOID HEIGHT-          19.92  (meters)                     GEOID03
 TU2667
 TU2667  HORZ ORDER  -  THIRD
 TU2667
 TU2667.The horizontal coordinates were established by classical geodetic methods
 TU2667.and adjusted by the National Geodetic Survey in December 1998..
 TU2667.The horizontal coordinates are valid at the epoch date displayed above.
 TU2667.The epoch date for horizontal control is a decimal equivalence
 TU2667.of Year/Month/Day.
 TU2667
 TU2667.The orthometric height was scaled from a topographic map.
 TU2667
 TU2667.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2667
 TU2667.The geoid height was determined by GEOID03.
 TU2667
 TU2667;                    North         East     Units Scale Factor Converg.
 TU2667;SPC HI 1     -   143,277.566   493,961.150   MT  0.99996712   -0 01 11.5
 TU2667;UTM  05      - 2,227,665.159   232,593.547   MT  1.00048388   -0 52 50.5
 TU2667
 TU2667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2667!SPC HI 1     -   0.99998587  x   0.99996712  =   0.99995299
 TU2667!UTM  05      -   0.99998587  x   1.00048388  =   1.00046974
 TU2667
 TU2667|---------------------------------------------------------------------|
 TU2667| PID    Reference Object                     Distance      Geod. Az  |
 TU2667|                                                           dddmmss.s |
 TU2667| TU2666 KUKUIHAELE LIGHT                    160.003 METERS 08756     |
 TU2667| TU2676 ANUENUE 1913                        APPROX. 4.8 KM 1473635.3 |
 TU2667| TU2668 KUKUIHAELE STACK                    203.132 METERS 21816     |
 TU2667| TU2670 LIFT                                167.891 METERS 25348     |
 TU2667|---------------------------------------------------------------------|
 TU2667
 TU2667                          SUPERSEDED SURVEY CONTROL
 TU2667
 TU2667  NAD 83(1986)-  20 07 39.63699(N)    155 33 27.91523(W) AD(       ) 3
 TU2667  OLD HI      -  20 07 50.67300(N)    155 33 37.92500(W) AD(       ) 3
 TU2667
 TU2667.Superseded values are not recommended for survey control.
 TU2667.NGS no longer adjusts projects to the OLD HI datum.
 TU2667.See file dsdata.txt to determine how the superseded data were derived.
 TU2667
 TU2667_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3259427665(NAD 83)
 TU2667
 TU2667  HISTORY     - Date     Condition        Report By
 TU2667  HISTORY     - 1913     MONUMENTED       CGS
 TU2667  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU2667  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2667  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2667
 TU2667                          STATION DESCRIPTION
 TU2667
 TU2667'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU2667'A STATION ESTABLISHED BY THE LIGHTHOUSE DEPARTMENT, ON NORTH
 TU2667'COAST OF HAWAII, AT KUKUIHAELE, ON EDGE OF CLIFF MIDWAY BETWEEN
 TU2667'THE DERRICK LANDING HOUSE AND THE CABLE LANDING HOUSE.  AT
 TU2667'THIS POINT THERE IS A GROUP OF VERY LARGE AND CONSPICUOUS
 TU2667'STONES.  CANE IS PLANTED ALL AROUND.  STATION IS 5 METERS FROM
 TU2667'CLIFF EDGE AND IS MARKED BY A GALVANIZED IRON PIPE CEMENTED
 TU2667'IN AN UPRIGHT POSITION IN A CREVICE OF THE LARGEST OF THE
 TU2667'STONES.  PIPE PROJECTS 1-1/2 FEET ABOVE THE CEMENT SURFACE,
 TU2667'WHICH IS MARKED WITH THE LETTERS U.S.L.H.
 TU2667
 TU2667                          STATION RECOVERY (1966)
 TU2667
 TU2667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2667'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A COMPLETE
 TU2667'DESCRIPTION FOLLOWS--
 TU2667'
 TU2667'STATION IS LOCATED ABOUT 6-1/2 MILES WEST-NORTHWEST OF
 TU2667'HONOKAA AND 1 MILE NORTHEAST OF KUKUIHAELE VILLAGE, ALONG BLUFF
 TU2667'EDGE ON GRASSY KNOLL, ABOUT 20 YARDS WEST FROM END OF THE ROW
 TU2667'OF IRONWOODS BORDERING THE CLIFF, AND HIDDEN INSIDE A CLUMP OF
 TU2667'TALL BRUSH.
 TU2667'
 TU2667'TO REACH STATION FROM THE POST OFFICE IN HONOKAA, GO WEST ON
 TU2667'MAMANE ST. FOR 0.2 MILE.  TURN RIGHT AND GO DOWN HILL ON
 TU2667'LEHUA ST. FOR 0.8 MILE TO T-JUNCTION.  GO LEFT 0.25 MILE TO
 TU2667'T-JUNCTION DOWN BY MILL.  TURN LEFT AND GO WEST 6.35
 TU2667'MILES.  TAKE RIGHT FORK AND GO 0.5 MILE TO FORK BY OLD
 TU2667'WAREHOUSE.  TAKE RIGHT FORK AND GO 0.05 MILE.  TAKE RIGHT
 TU2667'FORK, A DIRT CANE ROAD, DOWNHILL, FOR 0.15 MILE TO EDGE OF
 TU2667'FIELD BY TREES AND LIGHTHOUSE.  TURN LEFT AND GO WEST ALONG
 TU2667'EDGE OF FIELD FOR 0.1 MILE TO THE GRASSY KNOLL WITH CLUMP OF
 TU2667'LARGE BRUSH AND STATION.
 TU2667'
 TU2667'STATION MARK IS A 1-1/2-INCH IRON PIPE PROJECTING 1/2-INCH FROM
 TU2667'A MASS OF CONCRETE, WITH USLH INSCRIBED IN IT, IN A CREVASSE
 TU2667'IN A LARGE BEDROCK OUTCROP THAT PROJECTS 4 FEET ABOVE GROUND.  IT
 TU2667'IS 525 FEET WEST OF THE OLD BASE OF THE ORIGINAL KUKUIHAELE
 TU2667'LIGHT, WHICH IS 114 FEET SOUTH OF THE NEW LIGHTHOUSE, 150 FEET
 TU2667'WEST-NORTHWEST OF A POWER-POLE THAT SETS IN THE CANE FIELD, 15
 TU2667'YARDS NORTHWEST OF EDGE OF CANE FIELD AND ABOUT 25 FEET
 TU2667'SOUTHEAST FROM BLUFF EDGE.
 TU2667
 TU2667                          STATION RECOVERY (1978)
 TU2667
 TU2667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2667'THE STATION WAS RECOVERED AS DESCRIBED IN 1966.  THE STATION
 TU2667'IS IN DENSE BRUSH NEAR THE EDGE OF A CANE FIELD.
 TU2667'
 TU2667'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2667'6-1/2 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 DE5246 ***********************************************************************
 DE5246  DESIGNATION -  UHPGF POLE TERN 1
 DE5246  PID         -  DE5246
 DE5246  STATE/COUNTY-  HI/HONOLULU
 DE5246  USGS QUAD   -  
 DE5246
 DE5246                         *CURRENT SURVEY CONTROL
 DE5246  ___________________________________________________________________
 DE5246* NAD 83(1993)-  23 52 06.21990(N)    166 17 14.55413(W)     ADJUSTED  
 DE5246* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 DE5246  ___________________________________________________________________
 DE5246  EPOCH DATE  -        1993.62
 DE5246  X           -  -5,669,537.974 (meters)                     COMP
 DE5246  Y           -  -1,383,407.840 (meters)                     COMP
 DE5246  Z           -   2,564,968.433 (meters)                     COMP
 DE5246  ELLIP HEIGHT-          19.52  (meters)          (07/03/02) GPS OBS
 DE5246
 DE5246  HORZ ORDER  -  B
 DE5246  ELLP ORDER  -  THIRD     CLASS I
 DE5246
 DE5246.The horizontal coordinates were established by GPS observations
 DE5246.and adjusted by the National Geodetic Survey in July 2002..
 DE5246.The horizontal coordinates are valid at the epoch date displayed above.
 DE5246.The epoch date for horizontal control is a decimal equivalence
 DE5246.of Year/Month/Day.
 DE5246
 DE5246.The orthometric height was scaled from a topographic map.
 DE5246
 DE5246.Photographs are available for this station.
 DE5246
 DE5246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5246
 DE5246.The ellipsoidal height was determined by GPS observations
 DE5246.and is referenced to NAD 83.
 DE5246
 DE5246;                    North         East     Units Scale Factor Converg.
 DE5246;SPC HI 5     -   257,347.520 -,124,228.529   MT  1.00481479   -2 29 04.9
 DE5246;UTM  03      - 2,640,252.040   368,919.305   MT  0.99981223   -0 31 15.6
 DE5246
 DE5246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5246!SPC HI 5     -   0.99999693  x   1.00481479  =   1.00481171
 DE5246!UTM  03      -   0.99999693  x   0.99981223  =   0.99980916
 DE5246
 DE5246                          SUPERSEDED SURVEY CONTROL
 DE5246
 DE5246.No superseded survey control is available for this station.
 DE5246
 DE5246_U.S. NATIONAL GRID SPATIAL ADDRESS:  3QUG6891940252(NAD 83)
 DE5246_MARKER: I = METAL ROD
 DE5246_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE5246+WITH SETTING: INFORMATION.
 DE5246_MARK LOGO: NGS   
 DE5246_PROJECTION: PROJECTING 262 CENTIMETERS
 DE5246_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE5246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5246+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5246_ROD/PIPE-DEPTH: 1    meters
 DE5246
 DE5246  HISTORY     - Date     Condition        Report By
 DE5246  HISTORY     - 2001     MONUMENTED       NGS
 DE5246
 DE5246                          STATION DESCRIPTION
 DE5246
 DE5246'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DHM)
 DE5246'THE STATION IS LOCATED BETWEEN THE USF+WS BARRACKS AND GENERATOR
 DE5246'BUILDINGS, NEAR THE S SHORE OF TERN ISLAND, FRENCH FRIGATE SHOALS.
 DE5246'OWNERSHIP, U.S FISH AND WILDLIFE SERVICE.  NOTE, THIS AREA IS A
 DE5246'SPECIAL REFUGE, PERMITS AND QUARANTINE PROCEDURES ARE REQUIRED.  TO
 DE5246'REACH THE STATION FROM THE INTERSECTION OF THE USF+WS BARRACKS AND
 DE5246'AIRPORT WINDSOCK, GO E FOR 35 METERS (114.8 FT) ALONG THE RUNWAY TO AN
 DE5246'ABANDONED CISTERN AND STATION ON THE RIGHT.  THE STATION IS THE TOP
 DE5246'CENTER OF A 1.031 METER (3.383 FT) TALL STAINLESS STEEL PIPE SET INTO
 DE5246'THE TOP OF THE SW CORNER OF AN ABANDONED COCRETE CISTERN PROJECTING
 DE5246'1.5 METERS (4.9 FT) ABOVE GROUND.  STATION DATUM POINT IS THE TOP
 DE5246'CENTER OF THE PIPE, AT THE BASE OF A 5/8 INCH THREADED ROD PROJECTING
 DE5246'AN ADDITIONAL 1 CM ABOVE THE PIPE.  LOCATED 30 METERS (98.4 FT) E-NE
 DE5246'FROM THE E CORNER OF THE BARRACKS BUILDING, 7.3 METERS (24.0 FT) N
 DE5246'FROM THE N EDGE F A BASKETBALL COURT, AND 4.77 METERS (15.65 FT) W
 DE5246'FROM NGS STATION FRENCH 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2479 ***********************************************************************
 TU2479  DESIGNATION -  UKA
 TU2479  PID         -  TU2479
 TU2479  STATE/COUNTY-  HI/HAWAII
 TU2479  USGS QUAD   -  MANUKA BAY (1981)
 TU2479
 TU2479                         *CURRENT SURVEY CONTROL
 TU2479  ___________________________________________________________________
 TU2479* NAD 83(1993)-  19 04 44.21170(N)    155 54 21.13247(W)     ADJUSTED  
 TU2479* LOCAL TIDAL -         6.6    (meters)      22.     (feet)  VERT ANG  
 TU2479  ___________________________________________________________________
 TU2479  EPOCH DATE  -        1993.62
 TU2479  LAPLACE CORR-          16.41  (seconds)                    DEFLEC99
 TU2479  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU2479
 TU2479  HORZ ORDER  -  THIRD
 TU2479
 TU2479.The horizontal coordinates were established by classical geodetic methods
 TU2479.and adjusted by the National Geodetic Survey in December 1998..
 TU2479.The horizontal coordinates are valid at the epoch date displayed above.
 TU2479.The epoch date for horizontal control is a decimal equivalence
 TU2479.of Year/Month/Day.
 TU2479
 TU2479.The orthometric height was determined by vertical angle observations.
 TU2479
 TU2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2479
 TU2479.The geoid height was determined by GEOID03.
 TU2479
 TU2479;                    North         East     Units Scale Factor Converg.
 TU2479;SPC HI 1     -    27,235.979   457,286.454   MT  0.99998921   -0 07 57.6
 TU2479;UTM  05      - 2,112,099.189   194,198.216   MT  1.00075615   -0 57 02.1
 TU2479
 TU2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2479!SPC HI 1     -   0.99999652  x   0.99998921  =   0.99998573
 TU2479!UTM  05      -   0.99999652  x   1.00075615  =   1.00075266
 TU2479
 TU2479|---------------------------------------------------------------------|
 TU2479| PID    Reference Object                     Distance      Geod. Az  |
 TU2479|                                                           dddmmss.s |
 TU2479| CN6172 UKA RM 1                             10.276 METERS 00920     |
 TU2479| TU2486 PUU NAHAHA 2                        APPROX. 8.6 KM 0121706.5 |
 TU2479| CN6173 UKA RM 2                              9.037 METERS 28120     |
 TU2479|---------------------------------------------------------------------|
 TU2479
 TU2479                          SUPERSEDED SURVEY CONTROL
 TU2479
 TU2479  NAD 83(1986)-  19 04 44.20733(N)    155 54 21.18002(W) AD(       ) 3
 TU2479  OLD HI      -  19 04 55.02005(N)    155 54 31.22033(W) AD(       ) 3
 TU2479
 TU2479.Superseded values are not recommended for survey control.
 TU2479.NGS no longer adjusts projects to the OLD HI datum.
 TU2479.See file dsdata.txt to determine how the superseded data were derived.
 TU2479
 TU2479_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9419812099(NAD 83)
 TU2479_MARKER: DH = HORIZONTAL CONTROL DISK
 TU2479_SETTING: 66 = SET IN ROCK OUTCROP
 TU2479_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 TU2479_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU2479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU2479+STABILITY: POSITION/ELEVATION WELL
 TU2479
 TU2479  HISTORY     - Date     Condition        Report By
 TU2479  HISTORY     - 1979     MONUMENTED       NOS
 TU2479
 TU2479                          STATION DESCRIPTION
 TU2479
 TU2479'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2479'THE STATION IS LOCATED ON KAMOI POINT ON THE NORTH SHORE
 TU2479'OF MANUKA BAY. TO REACH, LAND ON THE SMALL BEACH IN THE
 TU2479'BAY AND PROCEED WEST ALONG AN OLD JEEP TRAIL. FOLLOW
 TU2479'THIS APPROXIMATELY 1/4 MILE TO A FAINT TRAIL ON YOUR
 TU2479'LEFT, WHICH IS MARKED WITH WHITE ROCK AND CORAL. FOLLOW
 TU2479'THIS OUT TO THE FLAT, LAVA KNOLL. THE STATION IS LOCATED
 TU2479'ABOUT 50 FEET WEST OF A 4-FOOT HIGH CAIRN. RM 1 IS CEMENTED
 TU2479'INTO THE SAME FLAT KNOLL, 33.7 FEET NORTH OF THE STATION.
 TU2479'RM 2 IS 29.6 FEET WEST OF THE STATION. ALL 3 DISKS ARE
 TU2479'STANDARD NOS DISKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2960 ***********************************************************************
 TU2960  DESIGNATION -  ULALENA 1877
 TU2960  PID         -  TU2960
 TU2960  STATE/COUNTY-  HI/MAUI
 TU2960  USGS QUAD   -  HAIKU (1992)
 TU2960
 TU2960                         *CURRENT SURVEY CONTROL
 TU2960  ___________________________________________________________________
 TU2960* NAD 83(1993)-  20 51 59.06298(N)    156 15 05.68931(W)     ADJUSTED  
 TU2960* LOCAL TIDAL -       658.     (meters)    2159.     (feet)  SCALED    
 TU2960  ___________________________________________________________________
 TU2960  EPOCH DATE  -        1993.62
 TU2960  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 TU2960  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU2960
 TU2960  HORZ ORDER  -  THIRD
 TU2960
 TU2960.The horizontal coordinates were established by classical geodetic methods
 TU2960.and adjusted by the National Geodetic Survey in December 1998..
 TU2960.The horizontal coordinates are valid at the epoch date displayed above.
 TU2960.The epoch date for horizontal control is a decimal equivalence
 TU2960.of Year/Month/Day.
 TU2960
 TU2960.The orthometric height was scaled from a topographic map.
 TU2960
 TU2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2960
 TU2960.The geoid height was determined by GEOID03.
 TU2960
 TU2960;                    North         East     Units Scale Factor Converg.
 TU2960;SPC HI 2     -    59,071.280   543,193.818   MT  0.99998971   +0 08 52.3
 TU2960;UTM  04      - 2,309,806.989   785,975.789   MT  1.00061080   +0 58 46.7
 TU2960
 TU2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2960!SPC HI 2     -   0.99989411  x   0.99998971  =   0.99988382
 TU2960!UTM  04      -   0.99989411  x   1.00061080  =   1.00050484
 TU2960
 TU2960:                Primary Azimuth Mark                     Grid Az
 TU2960:SPC HI 2     -  KAUALUA                                  039 31 05.2
 TU2960:UTM  04      -  KAUALUA                                  038 41 10.8
 TU2960
 TU2960|---------------------------------------------------------------------|
 TU2960| PID    Reference Object                     Distance      Geod. Az  |
 TU2960|                                                           dddmmss.s |
 TU2960| TU2801 KAUALUA                             APPROX. 4.0 KM 0393957.5 |
 TU2960| TU2962 OLINDA                              APPROX. 7.0 KM 1980106.1 |
 TU2960| TU2963 PIIHOLO RESET                       APPROX. 4.7 KM 2502322.0 |
 TU2960|---------------------------------------------------------------------|
 TU2960
 TU2960                          SUPERSEDED SURVEY CONTROL
 TU2960
 TU2960  NAD 83(1986)-  20 51 59.01951(N)    156 15 05.69039(W) AD(       ) 3
 TU2960  OLD HI      -  20 52 10.53900(N)    156 15 15.82300(W) AD(       ) 3
 TU2960
 TU2960.Superseded values are not recommended for survey control.
 TU2960.NGS no longer adjusts projects to the OLD HI datum.
 TU2960.See file dsdata.txt to determine how the superseded data were derived.
 TU2960
 TU2960_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ8597609807(NAD 83)
 TU2960
 TU2960  HISTORY     - Date     Condition        Report By
 TU2960  HISTORY     - 1877     MONUMENTED       HIGS
 TU2960
 TU2960                          STATION DESCRIPTION
 TU2960
 TU2960'DESCRIBED BY HAWAII GEODETIC SURVEY 1877
 TU2960'IN NORTHERN MAUI, ON THE SUMMIT OF A PROMINENT WOODED HILL IN
 TU2960'HONOPOU, IN THE DISTRICT OF HAMAKUALOA, ABOUT 5 MILES DUE SOUTH
 TU2960'OF THE SEASHORE AT HALEHAKU.  MARKED BY A ROCK WITH A CROSS
 TU2960'DIRECTLY UNDER A SCAFFOLD AND PLATFORM 16 FEET HIGH, THE
 TU2960'OBSERVING TABLE BEING SET ON THE TRUNK OF A LARGE TREE CUT OFF
 TU2960'19 FEET ABOVE THE GROUND.  IN 1912 REPORTED LOST, AND ULALENA 2
 TU2960'ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2961 ***********************************************************************
 TU2961  DESIGNATION -  ULALENA 2
 TU2961  PID         -  TU2961
 TU2961  STATE/COUNTY-  HI/MAUI
 TU2961  USGS QUAD   -  HAIKU (1992)
 TU2961
 TU2961                         *CURRENT SURVEY CONTROL
 TU2961  ___________________________________________________________________
 TU2961* NAD 83(1993)-  20 52 01.06188(N)    156 15 06.85362(W)     ADJUSTED  
 TU2961* LOCAL TIDAL -       656.2    (meters)    2153.     (feet)  VERT ANG  
 TU2961  ___________________________________________________________________
 TU2961  EPOCH DATE  -        1993.62
 TU2961  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 TU2961  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU2961
 TU2961  HORZ ORDER  -  FIRST
 TU2961
 TU2961.The horizontal coordinates were established by classical geodetic methods
 TU2961.and adjusted by the National Geodetic Survey in December 1998..
 TU2961.The horizontal coordinates are valid at the epoch date displayed above.
 TU2961.The epoch date for horizontal control is a decimal equivalence
 TU2961.of Year/Month/Day.
 TU2961
 TU2961.The orthometric height was determined by vertical angle observations.
 TU2961
 TU2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2961
 TU2961.The geoid height was determined by GEOID03.
 TU2961
 TU2961;                    North         East     Units Scale Factor Converg.
 TU2961;SPC HI 2     -    59,132.667   543,160.004   MT  0.99998968   +0 08 51.9
 TU2961;UTM  04      - 2,309,867.916   785,941.066   MT  1.00061056   +0 58 46.3
 TU2961
 TU2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2961!SPC HI 2     -   0.99989439  x   0.99998968  =   0.99988407
 TU2961!UTM  04      -   0.99989439  x   1.00061056  =   1.00050489
 TU2961
 TU2961|---------------------------------------------------------------------|
 TU2961| PID    Reference Object                     Distance      Geod. Az  |
 TU2961|                                                           dddmmss.s |
 TU2961| CN6174 ULALENA 2 RM 1                        5.527 METERS 03449     |
 TU2961| CN6175 ULALENA 2 RM 2                        9.599 METERS 17225     |
 TU2961| TU2963 PIIHOLO RESET                       APPROX. 4.7 KM 2493213.4 |
 TU2961|---------------------------------------------------------------------|
 TU2961
 TU2961                          SUPERSEDED SURVEY CONTROL
 TU2961
 TU2961  NAD 83(1986)-  20 52 01.01837(N)    156 15 06.85473(W) AD(       ) 1
 TU2961  OLD HI      -  20 52 12.56800(N)    156 15 16.97800(W) AD(       ) 1
 TU2961
 TU2961.Superseded values are not recommended for survey control.
 TU2961.NGS no longer adjusts projects to the OLD HI datum.
 TU2961.See file dsdata.txt to determine how the superseded data were derived.
 TU2961
 TU2961_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ8594109868(NAD 83)
 TU2961_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2961_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2961
 TU2961  HISTORY     - Date     Condition        Report By
 TU2961  HISTORY     - 1950     MONUMENTED       CGS
 TU2961  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2961
 TU2961                          STATION DESCRIPTION
 TU2961
 TU2961'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2961'LOCATED IN NORTHERN MAUI, ABOUT SIX MILES SOUTHEAST OF HAIKU, ON
 TU2961'THE NORTHWEST END OF A PROMINENT WOODED HILL IN HONOPOU, MAKAWAO
 TU2961'DISTRICT, ABOUT 5 MILES DUE SOUTH OF THE SEA SHORE AT HALEHAKU.
 TU2961'THE STATION WAS ESTABLISHED BY MAUI AGRICULTURAL CO.  A CONCRETE
 TU2961'POST WITH A TWO INCH PIPE IN THE CENTER.  A STANDARD DISK
 TU2961'STAMPED ULALENA 2 WAS CEMENTED IN THE CENTER OF THE PIPE.
 TU2961'
 TU2961'REFERENCE MARK NO. 1 IS A STANDARD DISK WELDED TO THE TOP OF A
 TU2961'2-1/2 INCH IRON PIPE PROJECTING ONE FOOT, STAMPED ULALENA 2 NO 1
 TU2961'1949.
 TU2961'
 TU2961'REFERENCE MARK NO. 2 IS A STANDARD DISK WELDED TO A 2-1/2 INCH
 TU2961'IRON PIPE PROJECTING ONE FOOT, STAMPED ULALENA 2 NO 2 1949.
 TU2961'
 TU2961'TO REACH FROM THE POST OFFICE AT HAIKU--GO EAST ON HANA ROAD FOR
 TU2961'8.0 MILES TO HOOLAWA WASH, TURN RIGHT THROUGH GATE AND FOLLOW
 TU2961'BLADED ROAD SOUTHERLY FOR 2.5 MILES TO FORK.  FROM HERE PACK SOUTH
 TU2961'ALONG RIDGES TO TOP OF HILL AND STATION.
 TU2961'
 TU2961'HEIGHT OF LIGHT ABOVE STATION MARK 0.97 METERS.
 TU2961
 TU2961                          STATION RECOVERY (1968)
 TU2961
 TU2961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2961'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2961'COMPLETE DESCRIPTION FOLLOWS--
 TU2961'
 TU2961'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF HAIKU AND 1-1/4
 TU2961'MILES SOUTH OF THE WAILOA DITCH, ON A TIMBERED HILL OF ABOUT
 TU2961'2153 FEET ELEVATION THAT PROJECTS SHARPLY ABOVE THE GENERAL TERRAIN
 TU2961'AND IS QUITE PROMINENT.  THIS HILL HAS VERY TALL TREES ON TOP,
 TU2961'AND ALSO A HEAVY COVER OF FERNS AND OTHER VEGETATION OVER 6 FEET
 TU2961'HIGH, AND STATION IS DIFFICULT TO LOCATE.
 TU2961'
 TU2961'TO REACH STATION FROM THE MAIN INTERSECTION IN PAIA, GO EAST ON
 TU2961'STATE HIGHWAY 36 FOR 11.9 MILES TO HOOLAWA GULCH AND A SIDE ROAD
 TU2961'RIGHT.  TURN SHARP RIGHT, THROUGH BOARD GATE, AND GO UPGRADE FOR
 TU2961'0.3 MILE TO LOCKED GATE (KEY WAS OBTAINED AT THE E.M.I. OFFICE IN
 TU2961'UPPER PAIA).  PASS THROUGH GATE AND CONTINUE FOR 2.0 MILES TO
 TU2961'FORK AND END OF TRUCK TRAVEL.  PACK SOUTHERLY UP ALONG RIDGE
 TU2961'ABOUT 1-3/4 MILES TO STATION.  NOTE--THE RIDGE IS COVERED WITH
 TU2961'ULUHE FERN AND STATION IS VERY DIFFICULT TO REACH.
 TU2961'
 TU2961'STATION MARK IS A STANDARD DISK STAMPED ULALENA 2 1949, SET IN THE
 TU2961'TOP OF A 2-1/2-INCH IRON PIPE THAT PROJECTS 2 INCHES FROM THE TOP
 TU2961'OF A 12-INCH-SQUARE, CONCRETE MONUMENT WHICH PROJECTS 5 INCHES FROM
 TU2961'THE GROUND.  IT IS LOCATED WELL DOWN ON THE NORTHWEST END OF THE
 TU2961'LONG, NARROW TOP OF THE HILL, ABOUT 20 FEET LOWER THAN THE
 TU2961'HIGHEST POINT.  30 FEET SOUTH OF A LARGE, GNARLED KOA TREE AND
 TU2961'32 FEET NORTH OF THE LARGE, HORIZONTAL KOA TREE UNDER WHICH RM 2
 TU2961'IS LOCATED.
 TU2961'
 TU2961'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ULALENA 2
 TU2961'NO 1 1949, SET IN THE TOP OF A 2-1/2-INCH IRON PIPE THAT PROJECTS
 TU2961'1 FOOT FROM GROUND AND IS 2 FEET LOWER THAN STATION MARK.  IT IS
 TU2961'5.524 M (18.121 FT.) FROM STATION, IN AZIMUTH 214 DEG 49 MIN
 TU2961'26 SEC.
 TU2961'
 TU2961'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ULALENA 2
 TU2961'NO 2 1949, SET IN THE TOP OF A 2-1/2-INCH IRON PIPE PROJECTING 1
 TU2961'FOOT FROM GROUND AND ABOUT 5 FEET HIGHER THAN STATION MARK.  SET
 TU2961'UNDER THE LARGE, HORIZONTAL TRUNK OF A KOA TREE.  IT IS 9.632 M
 TU2961'(31.600 FT.) FROM STATION, IN AZIMUTH 352 DEG 25 MIN 20 SEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1333 ***********************************************************************
 TU1333  DESIGNATION -  ULT
 TU1333  PID         -  TU1333
 TU1333  STATE/COUNTY-  HI/HONOLULU
 TU1333  USGS QUAD   -  KOKO HEAD (1983)
 TU1333
 TU1333                         *CURRENT SURVEY CONTROL
 TU1333  ___________________________________________________________________
 TU1333* NAD 83(1993)-  21 16 25.95174(N)    157 45 30.90312(W)     ADJUSTED  
 TU1333* LOCAL TIDAL -                                                        
 TU1333  ___________________________________________________________________
 TU1333  EPOCH DATE  -        1993.62
 TU1333  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TU1333  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1333
 TU1333  HORZ ORDER  -  THIRD
 TU1333
 TU1333.The horizontal coordinates were established by classical geodetic methods
 TU1333.and adjusted by the National Geodetic Survey in December 1998..
 TU1333.The horizontal coordinates are valid at the epoch date displayed above.
 TU1333.The epoch date for horizontal control is a decimal equivalence
 TU1333.of Year/Month/Day.
 TU1333
 TU1333
 TU1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1333
 TU1333.The geoid height was determined by GEOID03.
 TU1333
 TU1333;                    North         East     Units Scale Factor Converg.
 TU1333;SPC HI 3     -    11,889.182   525,053.830   MT  0.99999775   +0 05 15.3
 TU1333;UTM  04      - 2,352,964.958   628,789.525   MT  0.99980497   +0 27 01.7
 TU1333
 TU1333                          SUPERSEDED SURVEY CONTROL
 TU1333
 TU1333  NAD 83(1986)-  21 16 25.90121(N)    157 45 30.91189(W) AD(       ) 4
 TU1333  OLD HI      -  21 16 37.29900(N)    157 45 40.83200(W) AD(       ) 3
 TU1333
 TU1333.Superseded values are not recommended for survey control.
 TU1333.NGS no longer adjusts projects to the OLD HI datum.
 TU1333.See file dsdata.txt to determine how the superseded data were derived.
 TU1333
 TU1333_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2879052965(NAD 83)
 TU1333
 TU1333  HISTORY     - Date     Condition        Report By
 TU1333  HISTORY     - UNK      MONUMENTED
 TU1333  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1333  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1333
 TU1333                          STATION DESCRIPTION
 TU1333
 TU1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1333'AT WAILUPE, 250 METERS SSE OF THE NAVAL RADIO STATION, NEAR
 TU1333'SW CORNER OF ROCK FILL ENCLOSING A FISH POND.  THE POND HAS
 TU1333'THREE OUTLETS ON THE W SIDE.  THE STATION IS TWO METERS S OF
 TU1333'THE MOST S OUTLET AND TWO METERS E OF THE W SIDE OF THE
 TU1333'FILL.  IT IS MARKED WITH A TERRITORIAL SURVEY DISK SET IN A
 TU1333'CONCRETE BLOCK FLUSH WITH GROUND.
 TU1333
 TU1333                          STATION RECOVERY (1964)
 TU1333
 TU1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1333'WHEN THE FISHPOND WAS FILLED AND CONVERTED INTO A HOUSING
 TU1333'DEVELOPMENT ABOUT 4 FEET WAS ADDED TO THE HEIGHT OF THE
 TU1333'POND WALL.  IT IS POSSIBLE THAT THE MARK IS STILL IN PLACE
 TU1333'BENEATH THE FILL, HOWEVER NO EXCAVATION WAS DONE IN A SEARCH
 TU1333'FOR IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2072 ***********************************************************************
 TU2072  DESIGNATION -  UMIS AHU RESET
 TU2072  PID         -  TU2072
 TU2072  STATE/COUNTY-  HI/HAWAII
 TU2072  USGS QUAD   -  KA LAE (1982)
 TU2072
 TU2072                         *CURRENT SURVEY CONTROL
 TU2072  ___________________________________________________________________
 TU2072* NAD 83(1993)-  18 58 07.59133(N)    155 41 12.56453(W)     ADJUSTED  
 TU2072* LOCAL TIDAL -       238.0    (meters)     781.     (feet)  VERT ANG  
 TU2072  ___________________________________________________________________
 TU2072  EPOCH DATE  -        1993.62
 TU2072  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 TU2072  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU2072
 TU2072  HORZ ORDER  -  SECOND
 TU2072
 TU2072.The horizontal coordinates were established by classical geodetic methods
 TU2072.and adjusted by the National Geodetic Survey in December 1998..
 TU2072.The horizontal coordinates are valid at the epoch date displayed above.
 TU2072.The epoch date for horizontal control is a decimal equivalence
 TU2072.of Year/Month/Day.
 TU2072
 TU2072.The orthometric height was determined by vertical angle observations.
 TU2072
 TU2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2072
 TU2072.The geoid height was determined by GEOID03.
 TU2072
 TU2072;                    North         East     Units Scale Factor Converg.
 TU2072;SPC HI 1     -    15,002.126   480,325.942   MT  0.99997145   -0 03 38.6
 TU2072;UTM  05      - 2,099,529.936   217,077.071   MT  1.00058962   -0 52 26.2
 TU2072
 TU2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2072!SPC HI 1     -   0.99996011  x   0.99997145  =   0.99993156
 TU2072!UTM  05      -   0.99996011  x   1.00058962  =   1.00054971
 TU2072
 TU2072:                Primary Azimuth Mark                     Grid Az
 TU2072:SPC HI 1     -  OLOKUANA                                 004 03 23.4
 TU2072:UTM  05      -  OLOKUANA                                 004 52 11.0
 TU2072
 TU2072|---------------------------------------------------------------------|
 TU2072| PID    Reference Object                     Distance      Geod. Az  |
 TU2072|                                                           dddmmss.s |
 TU2072| TU2450 OLOKUANA                            APPROX.10.9 KM 0035944.8 |
 TU2072| CN6178 UMIS AHU RM 2                         9.030 METERS 07605     |
 TU2072| TU2069 ROAD TANK                           APPROX. 1.8 KM 0843612.0 |
 TU2072| TU2068 TANK                                APPROX. 3.1 KM 1364141.1 |
 TU2072| CN6176 UMIS AHU RM 1                         9.080 METERS 20200     |
 TU2072| CN6177 UMIS AHU RM 2 CROSS                   8.482 METERS 20746     |
 TU2072| TU2468 PUU KI RESET                        APPROX.11.9 KM 2894129.8 |
 TU2072|---------------------------------------------------------------------|
 TU2072
 TU2072                          SUPERSEDED SURVEY CONTROL
 TU2072
 TU2072  NAD 83(1986)-  18 58 07.57964(N)    155 41 12.61594(W) AD(       ) 2
 TU2072  OLD HI      -  18 58 18.37800(N)    155 41 22.64200(W) AD(       ) 2
 TU2072
 TU2072.Superseded values are not recommended for survey control.
 TU2072.NGS no longer adjusts projects to the OLD HI datum.
 TU2072.See file dsdata.txt to determine how the superseded data were derived.
 TU2072
 TU2072_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1707799530(NAD 83)
 TU2072
 TU2072  HISTORY     - Date     Condition        Report By
 TU2072  HISTORY     - 1938     FIRST OBSERVED   CGS
 TU2072  HISTORY     - 1949     GOOD             CGS
 TU2072  HISTORY     - 1967     GOOD             CGS
 TU2072  HISTORY     - 1979     GOOD             NOS
 TU2072  HISTORY     - 19791010 GOOD             NOS
 TU2072
 TU2072                          STATION DESCRIPTION
 TU2072
 TU2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2072'LOCATION OF STATION--IN THE SOUTHERN PART OF HAWAII ON A HILL
 TU2072'COMMANDING A FINE VIEW IN ALL DIRECTIONS AND SITUATED ABOUT 4 MILES
 TU2072'ABOVE KALAE LIGHT AND 1/2 MILE N.W. OF THE KALAE ROAD.  THE
 TU2072'HILL CANNOT BE MISTAKEN AS THE LARGE STONE PILE ON IT MAKES IT
 TU2072'SO CONSPICUOUS.
 TU2072'
 TU2072'OLD STATION MARK FOUND--DRILL HOLE IN CENTER OF A LARGE
 TU2072'TRIANGULATION STATION ONE FOOT ON EACH SIDE CUT IN A FLAT ROCK AND
 TU2072'COVERED BY A LARGE STONE PILE 8 FEET IN DIAMETER AND 6 FEET HIGH.
 TU2072'
 TU2072'NEW STATION MARK--6-FOOT 2-1/2 IN PIPE SET IN CONCRETE OVER
 TU2072'THE OLD STATION MARK AND PLASTERED STONEPILE 8 FEET IN DIAMETER
 TU2072'AND 6 FEET HIGH.  THE TOP OF THE STONE PILE IS ALL
 TU2072'CONCRETED.  STANDARD METAL TARGET SET IN 2-1/2 IN PIPE.
 TU2072
 TU2072                          STATION RECOVERY (1949)
 TU2072
 TU2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LCW)
 TU2072'THE ORIGINAL STATION WAS NOT RECOVERED.  A DRILL HOLE IN A
 TU2072'TRIANGLE WAS RECOVERED 8.493 METERS SOUTH SOUTHWEST OF THE
 TU2072'PRESENT STATION.  A NEW DESCRIPTION FOLLOWS--
 TU2072'
 TU2072'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, ROCKY KNOLL, WHICH
 TU2072'LIES ABOUT 4.5 MILES NORTH OF KALAE (SOUTH POINT), ABOUT 0.4 MILE
 TU2072'WEST OF THE ROAD WHICH LEADS TOWARD SOUTH POINT AND ABOUT 300
 TU2072'METERS EAST OF THE EDGE OF KAHUKU PALI.
 TU2072'
 TU2072'TO REACH FROM THE SCHOOL HOUSE AND CHURCH IN THE VILLAGE OF
 TU2072'WAIOHINU.  GO WEST AND NORTH, ON THE ROAD WHICH LEADS TOWARD
 TU2072'CAPTAIN COOK, FOR 4.0 MILES.  TURN RIGHT, AS PER THE SIGN
 TU2072'READING SOUTH POINT AND GO SOUTH FOR 7.9 MILES.  CROSS OVER A
 TU2072'SMALL STONE BRIDGE, TURN SHARP RIGHT, AND FOLLOW A DIM TRACK ROAD
 TU2072'NORTHERLY FOR 1.0 MILE TO THE SUMMIT OF THE ROCKY KNOLL AND
 TU2072'THE STATION.
 TU2072'
 TU2072'THE STATION IS THE CENTER OF A 2-1/2 INCH IRON PIPE WHICH
 TU2072'PROJECTS ABOUT 1 FOOT FROM THE TOP OF A STONE AND CEMENT
 TU2072'CAIRN.  THE CAIRN IS FLAT ON TOP AND IS 7 FEET HIGH AND ABOUT
 TU2072'6 FEET IN DIAMETER.
 TU2072'
 TU2072'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED AMIS
 TU2072'AHU NO 1 1948, SET INTO A DRILL HOLE IN A FLAT BOULDER WHICH IS
 TU2072'FLUSH WITH THE SURFACE OF THE GROUND AND IS LOCATED 0.86 METER
 TU2072'LOWER THAN THE STATION.
 TU2072'
 TU2072'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN THE CENTER OF A
 TU2072'TRIANGLE WHICH IS CARVED INTO A FLAT ROCK WHICH IS FLUSH
 TU2072'WITH THE GROUND AND IS LOCATED 0.66 METER LOWER THAN THE STATION.
 TU2072'
 TU2072'THE ORIGINAL STATION WAS NOT RECOVERED AS IT IS NOW COVERED
 TU2072'BY MASONRY.  THE HAWAII TERRITORY SURVEY REPORTS THAT IT WAS
 TU2072'RECOVERED IN 1938, A DRILL HOLE IN THE MIDDLE OF A TRIANGLE
 TU2072'WITH 1 FOOT SIDES CUT IN FLAT ROCK.  THE 2-1/2 INCH PIPE WAS, AT
 TU2072'THAT TIME, INSTALLED VERTICALLY OVER THE OLD MARK.
 TU2072
 TU2072                          STATION RECOVERY (1967)
 TU2072
 TU2072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2072'STATION AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN GOOD
 TU2072'CONDITION.  REFERENCE MARK NUMBER TWO, DESCRIBED IN 1949 AS A DRILL
 TU2072'HOLE IN A TRIANGLE, WAS RECOVERED BY DISTANCE AND ANGLE, BUT WAS
 TU2072'FOUND TO BE A CHISELED CROSS.  A NEW REFERENCE MARK, NUMBER TWO,
 TU2072'WAS ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2072'
 TU2072'STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF NAALEHU AND 2 MILES
 TU2072'NORTH-NORTHWEST OF THE SOUTH POINT TRACKING STATION, IN PASTURE
 TU2072'LAND ON PROPERTY OF HAWAIIAN RANCH CO., ON A GRASSY HILL OF ABOUT
 TU2072'778 FEET ELEVATION.
 TU2072'
 TU2072'TO REACH STATION FROM THE POST OFFICE IN NAALEHU, GO WEST ON STATE
 TU2072'HIGHWAY 11 FOR 5.8 MILES.  TURN LEFT AND GO SOUTH ON SOUTH POINT
 TU2072'ROAD FOR 7.8 MILES TO TRACK ROAD RIGHT, AT POWER POLE 128.  GO
 TU2072'RIGHT FOR 50 YARDS TO LOCKED, BOARD GATE.  (KEY FOR GATE WAS
 TU2072'OBTAINED AT HAWAIIAN RANCH CO. OFFICE IN NAALEHU).  PASS THROUGH
 TU2072'GATE AND FOLLOW TRACK ROAD FOR 0.5 MILE.  TAKE LEFT FORK AND GO
 TU2072'0.3 MILE TO TOP OF RISE.  GO LEFT UP ALONG LOW RIDGE FOR 0.2 MILE
 TU2072'TO TOP OF HILL AND STATION.
 TU2072'
 TU2072'STATION IS THE CENTER OF A 2-1/2-INCH, IRON PIPE THAT PROJECTS 8
 TU2072'INCHES FROM THE CENTER OF A CYLINDRICAL, STONE AND MORTAR PIER 8
 TU2072'FEET IN DIAMETER AND 6 FEET HIGH.
 TU2072'
 TU2072'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED UMIS AHU NO 1
 TU2072'1948, CEMENTED IN A DRILL HOLE IN A LARGE, FLAT, BEDROCK SECTION
 TU2072'FLUSH WITH GROUND.  IT IS 3 FEET EAST OF A CHISELED CROSS ON A
 TU2072'HIGHER POINT OF THE SAME BEDROCK, AND IS 8.7 FEET LOWER THAN TOP
 TU2072'OF STATION PIPE.
 TU2072'
 TU2072'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED UMIS AHU HGS
 TU2072'1887 NO 2 1967, CEMENTED IN A DRILL HOLE IN THE TOP OF A LONG,
 TU2072'SLOPING, BEDROCK OUTCROP THAT PROJECTS 30 INCHES ABOVE GROUND.  IT
 TU2072'IS 8.2 FEET LOWER THAN TOP OF STATION PIPE.
 TU2072
 TU2072                          STATION RECOVERY (1979)
 TU2072
 TU2072'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (BIW)
 TU2072'THE STATION WAS RECOVERED IN GOOD CONDITION. THE OLD
 TU2072'DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT THE
 TU2072'RANCH IS NOW LEASED BY DALEICO RANCH AND RUN BY MR.DICK
 TU2072'SCHULTZ. THE ABOVE MEASUREMENTS WERE DONE IN EXTREME
 TU2072'WIND CONDITIONS.
 TU2072
 TU2072                          STATION RECOVERY (1979)
 TU2072
 TU2072'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU2072'RECOVERED AS DESCRIBED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2705 ***********************************************************************
 TU2705  DESIGNATION -  UNION STACK
 TU2705  PID         -  TU2705
 TU2705  STATE/COUNTY-  HI/HAWAII
 TU2705  USGS QUAD   -  HAWI (1995)
 TU2705
 TU2705                         *CURRENT SURVEY CONTROL
 TU2705  ___________________________________________________________________
 TU2705* NAD 83(1993)-  20 14 21.04844(N)    155 48 32.62023(W)     ADJUSTED  
 TU2705* LOCAL TIDAL -                                                        
 TU2705  ___________________________________________________________________
 TU2705  EPOCH DATE  -        1993.62
 TU2705  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 TU2705  GEOID HEIGHT-          18.21  (meters)                     GEOID03
 TU2705
 TU2705  HORZ ORDER  -  THIRD
 TU2705
 TU2705.The horizontal coordinates were established by classical geodetic methods
 TU2705.and adjusted by the National Geodetic Survey in December 1998..
 TU2705.The horizontal coordinates are valid at the epoch date displayed above.
 TU2705.The epoch date for horizontal control is a decimal equivalence
 TU2705.of Year/Month/Day.
 TU2705
 TU2705
 TU2705.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2705
 TU2705.The geoid height was determined by GEOID03.
 TU2705
 TU2705;                    North         East     Units Scale Factor Converg.
 TU2705;SPC HI 1     -   155,650.213   467,707.736   MT  0.99997955   -0 06 24.9
 TU2705;UTM  05      - 2,240,439.574   206,513.838   MT  1.00066471   -0 58 20.9
 TU2705
 TU2705                          SUPERSEDED SURVEY CONTROL
 TU2705
 TU2705  NAD 83(1986)-  20 14 21.01654(N)    155 48 32.62085(W) AD(       ) 4
 TU2705  OLD HI      -  20 14 32.08100(N)    155 48 42.65300(W) AD(       ) 3
 TU2705
 TU2705.Superseded values are not recommended for survey control.
 TU2705.NGS no longer adjusts projects to the OLD HI datum.
 TU2705.See file dsdata.txt to determine how the superseded data were derived.
 TU2705
 TU2705_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0651440440(NAD 83)
 TU2705
 TU2705  HISTORY     - Date     Condition        Report By
 TU2705  HISTORY     - 1913     MONUMENTED       CGS
 TU2705  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2705  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2705
 TU2705                          STATION DESCRIPTION
 TU2705
 TU2705'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2705'IN THE NORTHERN PART OF HAWAII, AND OF KOHALA DISTRICT, ABOUT 1
 TU2705'MILE INLAND AND ABOUT 2 MILES WEST BY NORTH FROM THE BRICK STACK
 TU2705'OF THE KOHALA SUGAR CO.S MILL (SEE DESCRIPTION ELSEWHERE).  STATION
 TU2705'IS THE STACK ON THE SUGAR MILL OF THE UNION MILL CO.
 TU2705
 TU2705                          STATION RECOVERY (1958)
 TU2705
 TU2705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2705'THE STACK HAS BEEN DISMANTLED AND DESTROYED.  THE OLD SITE COULD
 TU2705'PROBABLY BE USED FOR AIR PHOTOGRAMMETRY CONTROL.
 TU2705
 TU2705                          STATION RECOVERY (1967)
 TU2705
 TU2705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2705'STATION IS GONE.  THE STACK WAS REMOVED LONG AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1210 ***********************************************************************
 TU1210  DESIGNATION -  UNIVERSITY OF HAWAII LIBRARY
 TU1210  PID         -  TU1210
 TU1210  STATE/COUNTY-  HI/HONOLULU
 TU1210  USGS QUAD   -  HONOLULU (1983)
 TU1210
 TU1210                         *CURRENT SURVEY CONTROL
 TU1210  ___________________________________________________________________
 TU1210* NAD 83(1993)-  21 18 01.00791(N)    157 49 12.65568(W)     ADJUSTED  
 TU1210* LOCAL TIDAL -        90.     (meters)     295.     (feet)  SCALED    
 TU1210  ___________________________________________________________________
 TU1210  EPOCH DATE  -        1993.62
 TU1210  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 TU1210  GEOID HEIGHT-          15.74  (meters)                     GEOID03
 TU1210
 TU1210  HORZ ORDER  -  THIRD
 TU1210
 TU1210.The horizontal coordinates were established by classical geodetic methods
 TU1210.and adjusted by the National Geodetic Survey in December 1998..
 TU1210.The horizontal coordinates are valid at the epoch date displayed above.
 TU1210.The epoch date for horizontal control is a decimal equivalence
 TU1210.of Year/Month/Day.
 TU1210
 TU1210.The orthometric height was scaled from a topographic map.
 TU1210
 TU1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1210
 TU1210.The geoid height was determined by GEOID03.
 TU1210
 TU1210;                    North         East     Units Scale Factor Converg.
 TU1210;SPC HI 3     -    14,804.163   518,657.924   MT  0.99999430   +0 03 55.2
 TU1210;UTM  04      - 2,355,838.771   622,376.565   MT  0.99978506   +0 25 43.1
 TU1210
 TU1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1210!SPC HI 3     -   0.99998338  x   0.99999430  =   0.99997768
 TU1210!UTM  04      -   0.99998338  x   0.99978506  =   0.99976844
 TU1210
 TU1210:                Primary Azimuth Mark                     Grid Az
 TU1210:SPC HI 3     -  KAIMUKI                                  138 46 05.4
 TU1210:UTM  04      -  KAIMUKI                                  138 24 17.5
 TU1210
 TU1210|---------------------------------------------------------------------|
 TU1210| PID    Reference Object                     Distance      Geod. Az  |
 TU1210|                                                           dddmmss.s |
 TU1210| TU1192 KAIMUKI                             APPROX. 3.3 KM 1385000.6 |
 TU1210|---------------------------------------------------------------------|
 TU1210
 TU1210                          SUPERSEDED SURVEY CONTROL
 TU1210
 TU1210  NAD 83(1986)-  21 18 00.95753(N)    157 49 12.66479(W) AD(       ) 3
 TU1210  OLD HI      -  21 18 12.34900(N)    157 49 22.54100(W) AD(       ) 3
 TU1210
 TU1210.Superseded values are not recommended for survey control.
 TU1210.NGS no longer adjusts projects to the OLD HI datum.
 TU1210.See file dsdata.txt to determine how the superseded data were derived.
 TU1210
 TU1210_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2237755839(NAD 83)
 TU1210
 TU1210  HISTORY     - Date     Condition        Report By
 TU1210  HISTORY     - 1925     MONUMENTED       CGS
 TU1210  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1210  HISTORY     - 19990323 GOOD             USPSQD
 TU1210
 TU1210                          STATION DESCRIPTION
 TU1210
 TU1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1210'IN SOUTHEASTERN OAHU, BACK IN THE VALLEY BETWEEN HONOLULU AND
 TU1210'DIAMOND HEAD, ON THE LIBRARY BUILDING OF THE UNIVERSITY OF
 TU1210'HAWAII, A LOW WHITE SQUARE STRUCTURE OF CLASSICAL DESIGN, THE
 TU1210'HIGHEST OF A GROUP OF THREE WHITE BUILDINGS.  LIBRARY HAS A LINE
 TU1210'OF PILLARS ON FRONT FACE.  STATION IS EXACT CENTER OF BUILDING,
 TU1210'AS DETERMINED BY INTERSECTION OF DIAGONALS.
 TU1210
 TU1210                          STATION RECOVERY (1965)
 TU1210
 TU1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1210'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  IT IS AT THE WEST
 TU1210'END OF THE CAMPUS, AMONG THE GROUP OF OLDER STYLE BUILDINGS.  NO
 TU1210'LONGER USED AS A LIBRARY.  THERE IS A SIGN GEORGE HALL OVER THE
 TU1210'MAIN ENTRANCE OF THE BUILDING.
 TU1210
 TU1210                          STATION RECOVERY (1999)
 TU1210
 TU1210'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AB7168 ***********************************************************************
 AB7168  FBN         -  This is a Federal Base Network Control Station.
 AB7168  DESIGNATION -  UPOL USCG B
 AB7168  PID         -  AB7168
 AB7168  STATE/COUNTY-  HI/HAWAII
 AB7168  USGS QUAD   -  MAHUKONA (1995)
 AB7168
 AB7168                         *CURRENT SURVEY CONTROL
 AB7168  ___________________________________________________________________
 AB7168* NAD 83(1993)-  20 14 44.82140(N)    155 53 01.69487(W)     ADJUSTED  
 AB7168* LOCAL TIDAL -        54.7    (meters)     179.     (feet)  GPS OBS   
 AB7168  ___________________________________________________________________
 AB7168  EPOCH DATE  -        1993.62
 AB7168  X           -  -5,464,030.458 (meters)                     COMP
 AB7168  Y           -  -2,446,032.754 (meters)                     COMP
 AB7168  Z           -   2,193,270.707 (meters)                     COMP
 AB7168  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 AB7168  ELLIP HEIGHT-          72.86  (meters)          (08/26/96) GPS OBS
 AB7168  GEOID HEIGHT-          17.64  (meters)                     GEOID03
 AB7168
 AB7168  HORZ ORDER  -  A
 AB7168  ELLP ORDER  -  THIRD     CLASS I
 AB7168
 AB7168.The horizontal coordinates were established by GPS observations
 AB7168.and adjusted by the National Geodetic Survey in August 1996..
 AB7168.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AB7168.DATUM ITEM on the data sheet items page.
 AB7168.The horizontal coordinates are valid at the epoch date displayed above.
 AB7168.The epoch date for horizontal control is a decimal equivalence
 AB7168.of Year/Month/Day.
 AB7168
 AB7168.The orthometric height was determined by GPS observations and a
 AB7168.high-resolution geoid model.
 AB7168
 AB7168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7168
 AB7168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7168
 AB7168.The ellipsoidal height was determined by GPS observations
 AB7168.and is referenced to NAD 83.
 AB7168
 AB7168.The geoid height was determined by GEOID03.
 AB7168
 AB7168;                    North         East     Units Scale Factor Converg.
 AB7168;SPC HI 1     -   156,397.604   459,899.830   MT  0.99998653   -0 07 58.1
 AB7168;UTM  05      - 2,241,305.463   198,712.577   MT  1.00072207   -0 59 55.3
 AB7168
 AB7168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7168!SPC HI 1     -   0.99998855  x   0.99998653  =   0.99997508
 AB7168!UTM  05      -   0.99998855  x   1.00072207  =   1.00071061
 AB7168
 AB7168                          SUPERSEDED SURVEY CONTROL
 AB7168
 AB7168.No superseded survey control is available for this station.
 AB7168
 AB7168_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9871341305(NAD 83)
 AB7168_MARKER: DD = SURVEY DISK
 AB7168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB7168_SP_SET: CONCRETE BASE OF CORS SITE
 AB7168_STAMPING: UPOL USCG B
 AB7168_MARK LOGO: NOS   
 AB7168_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7168+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB7168
 AB7168  HISTORY     - Date     Condition        Report By
 AB7168  HISTORY     - 1995     MONUMENTED       NOS
 AB7168
 AB7168                          STATION DESCRIPTION
 AB7168
 AB7168'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JGF)
 AB7168'TO REACH FROM THE INTERSECTION O HIGHWAYS 19 AND 270 NORTH OF KONA ON
 AB7168'THE ISLAND OF HAWAII, GO NORTHERLY FOR 16.9 MILES (27.2 KM) ON HIGHWAY
 AB7168'270 TO A CROSSROAD JUST BEYOND THE PAUKEA BAY RANCH OFFICE BUILDING.
 AB7168'TURN LEFT ONTO AN UNNAMED 2 LANE BLACKTOP ROAD AND GO FOR 1.1 MILES
 AB7168'(1.8 KM) TO A GRAVEL ROAD ON THE RIGHT. TURN RIGHT AND GO EASTERLY FOR
 AB7168'0.1 MILES (0.2 KM) TO THE USCG CORS SITE ON THE LEFT AND THE
 AB7168'STATION. THE STATION IS SET FLUSH IN THE EASTERN EDGE OF THE CONCRETE
 AB7168'PAD  FOR THE TRASMITTER HUT.  THIS PAD IS POURED OVER THE TOP OF LAVA
 AB7168'BOULDERS. THE STATION IS 0.165 METER (0.541 FT) WEST OF THE EASTERN
 AB7168'EDGE OF THE PAD AND 1.8 METERS (5.9 FT) NORTH OF THE SOUTHERN SIDE OF
 AB7168'PAD.  IT IS ABOUT 1.7 METERS (5.6 FT) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF9552 ***********************************************************************
 AF9552  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9552  DESIGNATION -  UPOLU POINT 1 CORS ARP
 AF9552  CORS_ID     -  UPO1
 AF9552  PID         -  AF9552
 AF9552  STATE/COUNTY-  HI/HAWAII
 AF9552  USGS QUAD   -  MAHUKONA (1995)
 AF9552
 AF9552                         *CURRENT SURVEY CONTROL
 AF9552  ___________________________________________________________________
 AF9552* NAD 83(CORS)-  20 14 45.16629(N)    155 53 01.65445(W)     ADJUSTED  
 AF9552* LOCAL TIDAL -                                                        
 AF9552  ___________________________________________________________________
 AF9552  EPOCH DATE  -        2002.00
 AF9552  X           -  -5,464,031.022 (meters)                     COMP
 AF9552  Y           -  -2,446,034.291 (meters)                     COMP
 AF9552  Z           -   2,193,282.433 (meters)                     COMP
 AF9552  ELLIP HEIGHT-          77.99  (meters)          (10/??/02) GPS OBS
 AF9552  GEOID HEIGHT-          17.64  (meters)                     GEOID03
 AF9552
 AF9552  HORZ ORDER  -  SPECIAL (CORS)
 AF9552  ELLP ORDER  -  SPECIAL (CORS)
 AF9552
 AF9552.ITRF positions are available for this station.
 AF9552.The coordinates were established by GPS observations
 AF9552.and adjusted by the National Geodetic Survey in October 2002..
 AF9552.The coordinates are valid at the epoch date displayed above.
 AF9552.The epoch date for horizontal control is a decimal equivalence
 AF9552.of Year/Month/Day.
 AF9552
 AF9552
 AF9552.The PID for the CORS L1 Phase Center is AJ7891.
 AF9552
 AF9552.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9552
 AF9552.The ellipsoidal height was determined by GPS observations
 AF9552.and is referenced to NAD 83.
 AF9552
 AF9552.The geoid height was determined by GEOID03.
 AF9552
 AF9552;                    North         East     Units Scale Factor Converg.
 AF9552;SPC HI 1     -   156,408.207   459,901.027   MT  0.99998653   -0 07 58.1
 AF9552
 AF9552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9552!SPC HI 1     -   0.99998774  x   0.99998653  =   0.99997427
 AF9552
 AF9552                          SUPERSEDED SURVEY CONTROL
 AF9552
 AF9552  NAD 83(CORS)-  20 14 45.17241(N)    155 53 01.66456(W) AD(1993.62) c
 AF9552  NAD 83(CORS)-  20 14 45.16618(N)    155 53 01.65515(W) AD(1993.62) c
 AF9552  ELLIP H (05/??/02)   78.04   (m)                       GP(1993.62) c c
 AF9552  ELLIP H (05/??/02)   77.92   (m)                       GP(1993.62) c c
 AF9552  NAD 83(CORS)-  20 14 45.17241(N)    155 53 01.66456(W) AD(1997.00) c
 AF9552  ELLIP H (07/??/00)   77.92   (m)                       GP(1997.00) c c
 AF9552  NAD 83(CORS)-  20 14 45.16618(N)    155 53 01.65515(W) AD(1993.62) c
 AF9552  ELLIP H (04/??/96)   78.04   (m)                       GP(1993.62) c c
 AF9552
 AF9552.Superseded values are not recommended for survey control.
 AF9552.NGS no longer adjusts projects to the OLD HI datum.
 AF9552.See file dsdata.txt to determine how the superseded data were derived.
 AF9552
 AF9552_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9871441316(NAD 83)
 AF9552_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9552
 AF9552                          STATION DESCRIPTION
 AF9552
 AF9552'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9552'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9552'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9552'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9552'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9552'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AJ7891 ***********************************************************************
 AJ7891  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7891  DESIGNATION -  UPOLU POINT 1 CORS L1 PHASE CENTER
 AJ7891  CORS_ID     -  UPO1
 AJ7891  PID         -  AJ7891
 AJ7891  STATE/COUNTY-  HI/HAWAII
 AJ7891  USGS QUAD   -  MAHUKONA (1995)
 AJ7891
 AJ7891                         *CURRENT SURVEY CONTROL
 AJ7891  ___________________________________________________________________
 AJ7891* NAD 83(CORS)-  20 14 45.16625(N)    155 53 01.65448(W)     ADJUSTED  
 AJ7891* LOCAL TIDAL -                                                        
 AJ7891  ___________________________________________________________________
 AJ7891  EPOCH DATE  -        2002.00
 AJ7891  X           -  -5,464,031.091 (meters)                     COMP
 AJ7891  Y           -  -2,446,034.321 (meters)                     COMP
 AJ7891  Z           -   2,193,282.459 (meters)                     COMP
 AJ7891  ELLIP HEIGHT-          78.07  (meters)          (10/??/02) GPS OBS
 AJ7891  GEOID HEIGHT-          17.64  (meters)                     GEOID03
 AJ7891
 AJ7891  HORZ ORDER  -  SPECIAL (CORS)
 AJ7891  ELLP ORDER  -  SPECIAL (CORS)
 AJ7891
 AJ7891.ITRF positions are available for this station.
 AJ7891.The coordinates were established by GPS observations
 AJ7891.and adjusted by the National Geodetic Survey in October 2002..
 AJ7891.The coordinates are valid at the epoch date displayed above.
 AJ7891.The epoch date for horizontal control is a decimal equivalence
 AJ7891.of Year/Month/Day.
 AJ7891
 AJ7891
 AJ7891.The PID for the CORS ARP is AF9552.
 AJ7891
 AJ7891.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7891
 AJ7891.The ellipsoidal height was determined by GPS observations
 AJ7891.and is referenced to NAD 83.
 AJ7891
 AJ7891.The geoid height was determined by GEOID03.
 AJ7891
 AJ7891;                    North         East     Units Scale Factor Converg.
 AJ7891;SPC HI 1     -   156,408.206   459,901.026   MT  0.99998653   -0 07 58.1
 AJ7891
 AJ7891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7891!SPC HI 1     -   0.99998773  x   0.99998653  =   0.99997426
 AJ7891
 AJ7891                          SUPERSEDED SURVEY CONTROL
 AJ7891
 AJ7891  NAD 83(CORS)-  20 14 45.17237(N)    155 53 01.66459(W) AD(1993.62) c
 AJ7891  NAD 83(CORS)-  20 14 45.16614(N)    155 53 01.65518(W) AD(1993.62) c
 AJ7891  ELLIP H (05/??/02)   78.13   (m)                       GP(1993.62) c c
 AJ7891  ELLIP H (05/??/02)   78.01   (m)                       GP(1993.62) c c
 AJ7891  NAD 83(CORS)-  20 14 45.17237(N)    155 53 01.66459(W) AD(1997.00) c
 AJ7891  ELLIP H (07/??/00)   78.01   (m)                       GP(1997.00) c c
 AJ7891  NAD 83(CORS)-  20 14 45.16614(N)    155 53 01.65517(W) AD(1993.62) c
 AJ7891  ELLIP H (04/??/96)   78.13   (m)                       GP(1993.62) c c
 AJ7891
 AJ7891.Superseded values are not recommended for survey control.
 AJ7891.NGS no longer adjusts projects to the OLD HI datum.
 AJ7891.See file dsdata.txt to determine how the superseded data were derived.
 AJ7891
 AJ7891_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9871441316(NAD 83)
 AJ7891_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7891
 AJ7891                          STATION DESCRIPTION
 AJ7891
 AJ7891'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7891'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7891'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7891'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7891'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7891'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AF9655 ***********************************************************************
 AF9655  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9655  DESIGNATION -  UPOLU POINT 2 CORS ARP
 AF9655  CORS_ID     -  UPO2
 AF9655  PID         -  AF9655
 AF9655  STATE/COUNTY-  HI/HAWAII
 AF9655  USGS QUAD   -  MAHUKONA (1995)
 AF9655
 AF9655                         *CURRENT SURVEY CONTROL
 AF9655  ___________________________________________________________________
 AF9655* NAD 83(CORS)-  20 14 46.30610(N)    155 53 00.72882(W)     ADJUSTED  
 AF9655* LOCAL TIDAL -                                                        
 AF9655  ___________________________________________________________________
 AF9655  EPOCH DATE  -        2002.00
 AF9655  X           -  -5,464,010.027 (meters)                     COMP
 AF9655  Y           -  -2,446,054.327 (meters)                     COMP
 AF9655  Z           -   2,193,315.745 (meters)                     COMP
 AF9655  ELLIP HEIGHT-          79.22  (meters)          (10/??/02) GPS OBS
 AF9655  GEOID HEIGHT-          17.64  (meters)                     GEOID03
 AF9655
 AF9655  HORZ ORDER  -  SPECIAL (CORS)
 AF9655  ELLP ORDER  -  SPECIAL (CORS)
 AF9655
 AF9655.ITRF positions are available for this station.
 AF9655.The coordinates were established by GPS observations
 AF9655.and adjusted by the National Geodetic Survey in October 2002..
 AF9655.The coordinates are valid at the epoch date displayed above.
 AF9655.The epoch date for horizontal control is a decimal equivalence
 AF9655.of Year/Month/Day.
 AF9655
 AF9655
 AF9655.The PID for the CORS L1 Phase Center is CQ6010.
 AF9655
 AF9655.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9655
 AF9655.The ellipsoidal height was determined by GPS observations
 AF9655.and is referenced to NAD 83.
 AF9655
 AF9655.The geoid height was determined by GEOID03.
 AF9655
 AF9655;                    North         East     Units Scale Factor Converg.
 AF9655;SPC HI 1     -   156,443.196   459,927.973   MT  0.99998650   -0 07 57.8
 AF9655
 AF9655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9655!SPC HI 1     -   0.99998755  x   0.99998650  =   0.99997405
 AF9655
 AF9655                          SUPERSEDED SURVEY CONTROL
 AF9655
 AF9655  NAD 83(CORS)-  20 14 46.30591(N)    155 53 00.72983(W) AD(1993.62) c
 AF9655  NAD 83(CORS)-  20 14 46.30600(N)    155 53 00.72952(W) AD(1993.62) c
 AF9655  ELLIP H (11/??/97)   79.27   (m)                       GP(1993.62) c c
 AF9655  ELLIP H (11/??/97)   79.30   (m)                       GP(1993.62) c c
 AF9655
 AF9655.Superseded values are not recommended for survey control.
 AF9655.NGS no longer adjusts projects to the OLD HI datum.
 AF9655.See file dsdata.txt to determine how the superseded data were derived.
 AF9655
 AF9655_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9874141351(NAD 83)
 AF9655_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9655
 AF9655                          STATION DESCRIPTION
 AF9655
 AF9655'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9655'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9655'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9655'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9655'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9655'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 CQ6010 ***********************************************************************
 CQ6010  CORS        -  This is a GPS Continuously Operating Reference Station.
 CQ6010  DESIGNATION -  UPOLU POINT 2 CORS L1 PHASE CENTER
 CQ6010  CORS_ID     -  UPO2
 CQ6010  PID         -  CQ6010
 CQ6010  STATE/COUNTY-  HI/HAWAII
 CQ6010  USGS QUAD   -  MAHUKONA (1995)
 CQ6010
 CQ6010                         *CURRENT SURVEY CONTROL
 CQ6010  ___________________________________________________________________
 CQ6010* NAD 83(CORS)-  20 14 46.30606(N)    155 53 00.72885(W)     ADJUSTED  
 CQ6010* LOCAL TIDAL -                                                        
 CQ6010  ___________________________________________________________________
 CQ6010  EPOCH DATE  -        2002.00
 CQ6010  X           -  -5,464,010.105 (meters)                     COMP
 CQ6010  Y           -  -2,446,054.361 (meters)                     COMP
 CQ6010  Z           -   2,193,315.775 (meters)                     COMP
 CQ6010  ELLIP HEIGHT-          79.31  (meters)          (10/??/02) GPS OBS
 CQ6010  GEOID HEIGHT-          17.64  (meters)                     GEOID03
 CQ6010
 CQ6010  HORZ ORDER  -  SPECIAL (CORS)
 CQ6010  ELLP ORDER  -  SPECIAL (CORS)
 CQ6010
 CQ6010.ITRF positions are available for this station.
 CQ6010.The coordinates were established by GPS observations
 CQ6010.and adjusted by the National Geodetic Survey in October 2002..
 CQ6010.The coordinates are valid at the epoch date displayed above.
 CQ6010.The epoch date for horizontal control is a decimal equivalence
 CQ6010.of Year/Month/Day.
 CQ6010
 CQ6010
 CQ6010.The PID for the CORS ARP is AF9655.
 CQ6010
 CQ6010.The XYZ, and position/ellipsoidal ht. are equivalent.
 CQ6010
 CQ6010.The ellipsoidal height was determined by GPS observations
 CQ6010.and is referenced to NAD 83.
 CQ6010
 CQ6010.The geoid height was determined by GEOID03.
 CQ6010
 CQ6010;                    North         East     Units Scale Factor Converg.
 CQ6010;SPC HI 1     -   156,443.195   459,927.972   MT  0.99998650   -0 07 57.8
 CQ6010
 CQ6010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CQ6010!SPC HI 1     -   0.99998753  x   0.99998650  =   0.99997403
 CQ6010
 CQ6010                          SUPERSEDED SURVEY CONTROL
 CQ6010
 CQ6010  NAD 83(CORS)-  20 14 46.30587(N)    155 53 00.72986(W) AD(1993.62) c
 CQ6010  NAD 83(CORS)-  20 14 46.30596(N)    155 53 00.72955(W) AD(1993.62) c
 CQ6010  ELLIP H (11/??/97)   79.36   (m)                       GP(1993.62) c c
 CQ6010  ELLIP H (11/??/97)   79.38   (m)                       GP(1993.62) c c
 CQ6010
 CQ6010.Superseded values are not recommended for survey control.
 CQ6010.NGS no longer adjusts projects to the OLD HI datum.
 CQ6010.See file dsdata.txt to determine how the superseded data were derived.
 CQ6010
 CQ6010_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJC9874141351(NAD 83)
 CQ6010_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 CQ6010
 CQ6010                          STATION DESCRIPTION
 CQ6010
 CQ6010'DESCRIBED BY NATIONAL GEODETIC SURVEY
 CQ6010'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 CQ6010'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 CQ6010'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 CQ6010'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 CQ6010'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1054 ***********************************************************************
 TU1054  DESIGNATION -  US MON 1
 TU1054  PID         -  TU1054
 TU1054  STATE/COUNTY-  HI/HONOLULU
 TU1054  USGS QUAD   -  MOKAPU (1983)
 TU1054
 TU1054                         *CURRENT SURVEY CONTROL
 TU1054  ___________________________________________________________________
 TU1054* NAD 83(1993)-  21 22 51.49353(N)    157 43 10.45852(W)     ADJUSTED  
 TU1054* LOCAL TIDAL -       182.7    (meters)     599.     (feet)  VERT ANG  
 TU1054  ___________________________________________________________________
 TU1054  EPOCH DATE  -        1993.62
 TU1054  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 TU1054  GEOID HEIGHT-          15.75  (meters)                     GEOID03
 TU1054
 TU1054  HORZ ORDER  -  FIRST
 TU1054
 TU1054.The horizontal coordinates were established by classical geodetic methods
 TU1054.and adjusted by the National Geodetic Survey in December 1998..
 TU1054.The horizontal coordinates are valid at the epoch date displayed above.
 TU1054.The epoch date for horizontal control is a decimal equivalence
 TU1054.of Year/Month/Day.
 TU1054
 TU1054.The orthometric height was determined by vertical angle observations.
 TU1054
 TU1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1054
 TU1054.The geoid height was determined by GEOID03.
 TU1054
 TU1054;                    North         East     Units Scale Factor Converg.
 TU1054;SPC HI 3     -    23,753.550   529,081.401   MT  1.00000045   +0 06 08.0
 TU1054;UTM  04      - 2,364,852.425   632,740.949   MT  0.99981773   +0 28 00.7
 TU1054
 TU1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1054!SPC HI 3     -   0.99996881  x   1.00000045  =   0.99996926
 TU1054!UTM  04      -   0.99996881  x   0.99981773  =   0.99978655
 TU1054
 TU1054|---------------------------------------------------------------------|
 TU1054| PID    Reference Object                     Distance      Geod. Az  |
 TU1054|                                                           dddmmss.s |
 TU1054| CJ9072 US MON 1 RM 1                         3.310 METERS 08855     |
 TU1054| TU1008 MAKAPUU POINT LIGHT                 APPROX.10.7 KM 1372125.4 |
 TU1054| TU1009 MAKAPUU PT CG RADIO MAST            APPROX.10.7 KM 1382758.4 |
 TU1054| TU1011 MAKAPUU POINT RM 3                  APPROX.10.6 KM 1392016.7 |
 TU1054| TU1015 KOOLAU RNG NIKE SITE RADAR ANT      APPROX. 7.8 KM 1490921.7 |
 TU1054| TU1033 BELLOWS AFB COMM MAST               APPROX. 2.6 KM 1671610.8 |
 TU1054| TU1034 BELLOWS AFB MICROWAVE TOWER         APPROX. 2.7 KM 1700520.3 |
 TU1054| CJ9073 US MON 1 RM 2                         4.081 METERS 24634     |
 TU1054|---------------------------------------------------------------------|
 TU1054
 TU1054                          SUPERSEDED SURVEY CONTROL
 TU1054
 TU1054  NAD 83(1986)-  21 22 51.44327(N)    157 43 10.46670(W) AD(       ) 1
 TU1054  OLD HI      -  21 23 02.86042(N)    157 43 20.34549(W) AD(       ) 1
 TU1054
 TU1054.Superseded values are not recommended for survey control.
 TU1054.NGS no longer adjusts projects to the OLD HI datum.
 TU1054.See file dsdata.txt to determine how the superseded data were derived.
 TU1054
 TU1054_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3274164852(NAD 83)
 TU1054
 TU1054  HISTORY     - Date     Condition        Report By
 TU1054  HISTORY     - 1952     MONUMENTED       CGS
 TU1054  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1054  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1054
 TU1054                          STATION DESCRIPTION
 TU1054
 TU1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1054'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO NEW
 TU1054'REFERENCE MARKS, NUMBERS ONE AND TWO, WERE ESTABLISHED.  A COMPLETE
 TU1054'DESCRIPTION FOLLOWS--
 TU1054'
 TU1054'STATION IS LOCATED ABOUT 1-3/4 MILES AIRLINE SOUTHEAST OF KAILUA
 TU1054'AND 1/2 MILE NORTHEAST OF ENCHANTED LAKES, ON A HILL OF 603 FEET
 TU1054'ELEVATION WHICH IS THE HIGHEST POINT ON KAIWA RIDGE, THE PROMINENT,
 TU1054'BARE HILL THAT LIES AT THE NORTH END OF BELLOWS AIR FORCE BASE.
 TU1054'
 TU1054'TO REACH STATION FROM THE TRAFFIC LIGHT AT INTERSECTION OF KUULEI
 TU1054'AND KAILUA ROADS IN KAILUA, GO EAST ON KAILUA ROAD FOR 0.65 MILE
 TU1054'TO FORK AT TRAFFIC LIGHT.  TAKE RIGHT FORK AND FOLLOW WANAAO ROAD
 TU1054'SOUTHERLY FOR 0.9 MILE.  TURN LEFT AND FOLLOW KEOLU DR. FOR 0.25
 TU1054'MILE TO ST. JOHN VIANNEY CHURCH ON RIGHT.  TURN LEFT AND FOLLOW
 TU1054'WASHED-OUT TRACK ROAD EASTERLY UP DRAW FOR 0.3 MILE TO BASE OF
 TU1054'RIDGE AND END OF TRUCK TRAVEL.  PACK EAST UP RIDGE ABOUT 0.4
 TU1054'MILE TO TOP AND STATION.
 TU1054'
 TU1054'STATION MARK IS A 2-INCH-SQUARE COPPER PLATE, UNSTAMPED, SET IN THE
 TU1054'TOP OF A MASS OF CONCRETE FLUSH WITH THE GROUND.  THERE IS A TYPE
 TU1054'A HAWAIIAN TERRITORIAL SURVEY SIGNAL CENTERED OVER THE MARK, THE
 TU1054'FLOOR BEING 3 FEET ABOVE GROUND AND THE METAL TARGET EXTENDING 8
 TU1054'FEET ABOVE THE FLOOR.
 TU1054'
 TU1054'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED U.S. MON
 TU1054'NO 1 NO 1 1952 1963, CEMENTED IN A DRILL HOLE IN A SMALL ROCK
 TU1054'OUTCROP THAT PROJECTS 8 INCHES.  IT IS ON THE SOUTHEAST SIDE OF
 TU1054'THE HILL AND 1-1/2 FEET LOWER THAN STATION MARK.
 TU1054'
 TU1054'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED U.S. MON NO
 TU1054'1 NO 2 1952 1963, CEMENTED IN A DRILL HOLE IN A 2-1/2 X 4-FOOT
 TU1054'BEDROCK OUTCROP THAT PROJECTS 1 FOOT.  IT IS ON THE HIGHEST POINT
 TU1054'OF THE HILL AND IS 1.2 FEET HIGHER THAN STATION MARK.
 TU1054
 TU1054                          STATION RECOVERY (1969)
 TU1054
 TU1054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1054'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED AS
 TU1054'DESCRIBED IN THE 1963 DATA.  A DIFFERENCE WAS FOUND IN THE
 TU1054'DIRECTION AND DISTANCE TO BOTH REFERENCE MARKS.  AT THE TIME THE
 TU1054'STATION WAS FIRST VISITED IT WAS NOTED THAT BECAUSE OF THE
 TU1054'MONUMENT OVER THE MARK IT WOULD BE VERY DIFFICULT TO SEE THE DISK
 TU1054'IN THE MARK.  THE MONUMENT WAS REVISED SO AT THIS TIME YOU
 TU1054'COULD GET AN ACCURATE PLUMB AND MEASUREMENT TO THE STATION
 TU1054'MARK, THEREFORE IT IS BELIEVED THE 1969 MEASUREMENTS ARE
 TU1054'CORRECT.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 TU1054'
 TU1054'TO REACH THE STATION FROM THE INTERSECTION OF KUULEI ROAD AND
 TU1054'KAILUA ROAD IN KAILUA, GO EAST ON KAILUA ROAD FOR 0.65 MILE TO A
 TU1054'FORK.  KEEP RIGHT FORK, EAST AND SOUTH, ON WANAAO ROAD FOR 0.9
 TU1054'MILE TO A SIGNAL LIGHT.  TURN LEFT, EAST AND SOUTHEAST, ON KEOLU
 TU1054'DRIVE FOR 0.3 MILE TO KAMAHELE STREET ON THE LEFT.  TURN LEFT,
 TU1054'NORTHEAST AND NORTH, FOR 0.25 MILE TO THE END OF TRUCK TRAVEL
 TU1054'AND A FOOT TRAIL ON THE RIGHT.  FOLLOW FOOT TRAIL EASTERLY TO
 TU1054'THE TOP OF THE HILL AND THE STATION ON THE HIGHEST POINT.
 TU1054'THIS IS ABOUT A 45 MINUTE PACK.
 TU1054'
 TU1054'THE STATION MARK IS A 2-INCH SQUARE COPPER PLATE, UNSTAMPED, AND
 TU1054'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 TU1054'1 INCH ABOVE THE SURFACE.  THERE IS A HAWAIIAN TERRITORIAL MONUMENT
 TU1054'OVER THE MARK.  IT IS A 5-FOOT SQUARE CONCRETE SLAB SUPPORTED ON
 TU1054'2 SIDES BY 3-FOOT HIGH ROCK WALLS.
 TU1054'
 TU1054'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED U.S. MON NO 1 NO 1
 TU1054'1952 1963, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT IS ABOUT
 TU1054'1-1/2 FEET LOWER THAN THE STATION, ON THE SOUTHEAST EDGE OF THE
 TU1054'HILL.
 TU1054'
 TU1054'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED U.S. MON NO 1 NO
 TU1054'2 1952 1963, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-1/2 FOOT
 TU1054'BY 4 FOOT OUTCROP OF ROCK.  IT IS ABOUT 1-1/2 FEET HIGHER THAN
 TU1054'THE STATION MARK AND PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE.
 TU1054'
 TU1054'NO AZIMUTH MARK ESTABLISHED FOR THIS STATION.
 TU1054'
 TU1054'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THE MONUMENT IS
 TU1054'ON LINE.
 TU1054'
 TU1054'HEIGHT OF LIGHT ABOVE STATION MARK 7.5 FEET.
 TU1054'
 TU1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1054'1-3/4 MILES SOUTHEAST OF KAILUA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1356 ***********************************************************************
 TU1356  DESIGNATION -  US QUARANTINE STA FLAGSTAFF
 TU1356  PID         -  TU1356
 TU1356  STATE/COUNTY-  HI/HONOLULU
 TU1356  USGS QUAD   -  HONOLULU (1983)
 TU1356
 TU1356                         *CURRENT SURVEY CONTROL
 TU1356  ___________________________________________________________________
 TU1356* NAD 83(1993)-  21 18 26.98965(N)    157 52 25.60098(W)     ADJUSTED  
 TU1356* LOCAL TIDAL -                                                        
 TU1356  ___________________________________________________________________
 TU1356  EPOCH DATE  -        1993.62
 TU1356  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 TU1356  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1356
 TU1356  HORZ ORDER  -  THIRD
 TU1356
 TU1356.The horizontal coordinates were established by classical geodetic methods
 TU1356.and adjusted by the National Geodetic Survey in December 1998..
 TU1356.The horizontal coordinates are valid at the epoch date displayed above.
 TU1356.The epoch date for horizontal control is a decimal equivalence
 TU1356.of Year/Month/Day.
 TU1356
 TU1356
 TU1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1356
 TU1356.The geoid height was determined by GEOID03.
 TU1356
 TU1356;                    North         East     Units Scale Factor Converg.
 TU1356;SPC HI 3     -    15,597.852   513,096.157   MT  0.99999212   +0 02 45.1
 TU1356;UTM  04      - 2,356,597.007   616,811.081   MT  0.99976861   +0 24 33.4
 TU1356
 TU1356                          SUPERSEDED SURVEY CONTROL
 TU1356
 TU1356  NAD 83(1986)-  21 18 26.93900(N)    157 52 25.61037(W) AD(       ) 4
 TU1356  OLD HI      -  21 18 38.32100(N)    157 52 35.48300(W) AD(       ) 3
 TU1356
 TU1356.Superseded values are not recommended for survey control.
 TU1356.NGS no longer adjusts projects to the OLD HI datum.
 TU1356.See file dsdata.txt to determine how the superseded data were derived.
 TU1356
 TU1356_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1681156597(NAD 83)
 TU1356
 TU1356  HISTORY     - Date     Condition        Report By
 TU1356  HISTORY     - 1940     MONUMENTED       CGS
 TU1356  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1356
 TU1356                          STATION DESCRIPTION
 TU1356
 TU1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (EOH)
 TU1356'THE U.S. QUARANTINE FLAGSTAFF IS IN THE CITY OF HONOLULU, ON SAND
 TU1356'ISLAND.  IT IS NEAR THE NW CORNER OF THE BOATHOUSE AT THE
 TU1356'QUARANTINE STATION.
 TU1356
 TU1356                          STATION RECOVERY (1999)
 TU1356
 TU1356'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1327 ***********************************************************************
 TU1327  DESIGNATION -  USE NORTH BASE 1909
 TU1327  PID         -  TU1327
 TU1327  STATE/COUNTY-  HI/HONOLULU
 TU1327  USGS QUAD   -  HONOLULU (1983)
 TU1327
 TU1327                         *CURRENT SURVEY CONTROL
 TU1327  ___________________________________________________________________
 TU1327* NAD 83(1993)-  21 18 12.76322(N)    157 52 17.66331(W)     ADJUSTED  
 TU1327* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1327  ___________________________________________________________________
 TU1327  EPOCH DATE  -        1993.62
 TU1327  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU1327  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1327
 TU1327  HORZ ORDER  -  THIRD
 TU1327
 TU1327.The horizontal coordinates were established by classical geodetic methods
 TU1327.and adjusted by the National Geodetic Survey in December 1998..
 TU1327.The horizontal coordinates are valid at the epoch date displayed above.
 TU1327.The epoch date for horizontal control is a decimal equivalence
 TU1327.of Year/Month/Day.
 TU1327
 TU1327.The orthometric height was scaled from a topographic map.
 TU1327
 TU1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1327
 TU1327.The geoid height was determined by GEOID03.
 TU1327
 TU1327;                    North         East     Units Scale Factor Converg.
 TU1327;SPC HI 3     -    15,160.494   513,325.284   MT  0.99999219   +0 02 48.0
 TU1327;UTM  04      - 2,356,161.209   617,042.925   MT  0.99976928   +0 24 36.1
 TU1327
 TU1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1327!SPC HI 3     -   0.99999708  x   0.99999219  =   0.99998927
 TU1327!UTM  04      -   0.99999708  x   0.99976928  =   0.99976636
 TU1327
 TU1327:                Primary Azimuth Mark                     Grid Az
 TU1327:SPC HI 3     -  REAR RANGE LIGHTHOUSE                    053 46 17.1
 TU1327:UTM  04      -  REAR RANGE LIGHTHOUSE                    053 24 29.0
 TU1327
 TU1327|---------------------------------------------------------------------|
 TU1327| PID    Reference Object                     Distance      Geod. Az  |
 TU1327|                                                           dddmmss.s |
 TU1327| TU1311 REAR RANGE LIGHTHOUSE               APPROX. 0.7 KM 0534905.1 |
 TU1327| TU1342 HACKFIELD BUILDING FLAGSTAFF        APPROX. 1.0 KM 0581126.6 |
 TU1327| TU1280 HONOLULU JUDICIARY BLDG FS          APPROX. 1.2 KM 0793456.2 |
 TU1327| TU1296 WIRELESS POLE TOP                   APPROX. 0.9 KM 0913916.2 |
 TU1327| TU1308 IMMIGRATION BUILDING FLAGSTAFF      APPROX. 0.8 KM 1132952.7 |
 TU1327| TU1295 PUMPING STATION CHIMNEY             APPROX. 1.1 KM 1231907.4 |
 TU1327| TU1344 FRONT RANGE LIGHTHOUSE              361.587 METERS 12443     |
 TU1327| TU1300 CREMATORY RED BRICK CHIMNEY         APPROX. 1.1 KM 1264413.3 |
 TU1327| TU1336 DIAMOND HEAD                        APPROX. 7.9 KM 1280003.7 |
 TU1327| TU1313 USE SEAWALL                         APPROX. 0.9 KM 1423225.2 |
 TU1327| TU1317 RED BEACON 8                        APPROX. 0.7 KM 1523318.4 |
 TU1327| TU1322 BLACK BEACON 7                      APPROX. 0.5 KM 1615133.1 |
 TU1327| TU1324 RED BEACON 6                        APPROX. 0.8 KM 1702517.7 |
 TU1327| TU1325 RED BEACON 4                        APPROX. 1.1 KM 1775450.9 |
 TU1327| TU1348 BLACK BEACON 5                      APPROX. 0.7 KM 1803352.0 |
 TU1327| TU1353 BLACK BEACON 3                      APPROX. 1.0 KM 1863507.4 |
 TU1327| TU1360 QUARANTINE FLAGSTAFF                APPROX. 0.6 KM 2982616.2 |
 TU1327| TU1367 MILL CHIMNEY                        APPROX. 3.9 KM 3395640.4 |
 TU1327| TU1368 FORT SHAFTER FLAGSTAFF              APPROX. 5.0 KM 3411155.9 |
 TU1327|---------------------------------------------------------------------|
 TU1327
 TU1327                          SUPERSEDED SURVEY CONTROL
 TU1327
 TU1327  NAD 83(1986)-  21 18 12.71233(N)    157 52 17.67360(W) AD(       ) 3
 TU1327  OLD HI      -  21 18 24.10500(N)    157 52 27.53200(W) AD(       ) 3
 TU1327
 TU1327.Superseded values are not recommended for survey control.
 TU1327.NGS no longer adjusts projects to the OLD HI datum.
 TU1327.See file dsdata.txt to determine how the superseded data were derived.
 TU1327
 TU1327_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1704356161(NAD 83)
 TU1327
 TU1327  HISTORY     - Date     Condition        Report By
 TU1327  HISTORY     - 1909     MONUMENTED       CGS
 TU1327  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1327  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1327
 TU1327                          STATION DESCRIPTION
 TU1327
 TU1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (OBF)
 TU1327'ON MADE GROUND ABOUT 1/4 MILE NORTHWEST OF THE LIGHTHOUSE AT THE
 TU1327'ENTRANCE TO HONOLULU HARBOR.  MARKED BY CONCRETE POST.
 TU1327
 TU1327                          STATION RECOVERY (1964)
 TU1327
 TU1327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1327'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION, ALTHOUGH IT
 TU1327'IS NOW MARKED WITH A CONCRETE PLATFORM WITH IRON PIPE IN CENTER,
 TU1327'INSTEAD OF WITH A CONCRETE POST AS PREVIOUSLY DESCRIBED.  THE
 TU1327'STATION WILL PROBABLY BE IN THE WAY OF FUTURE DEVELOPMENT OF
 TU1327'SAND ISLAND SO NO REFERENCE MARKS WERE SET.  A COMPLETE
 TU1327'DESCRIPTION FOLLOWS--
 TU1327'
 TU1327'STATION IS LOCATED NEAR THE SOUTHEAST END OF SAND ISLAND,
 TU1327'ABOUT 750 YARDS SOUTHWEST, ACROSS THE HARBOR, FROM THE ALOHA
 TU1327'TOWER, ALONG THE SOUTHWEST SIDE OF THE MAIN ROAD AND IN NORTHEAST
 TU1327'EDGE OF STORAGE YARD OF THE C.S. PEDRO AUTO WRECKING YARD.
 TU1327'
 TU1327'TO REACH STATION FROM INTERSECTION OF NIMITZ HIGHWAY AND SAND
 TU1327'ISLAND ACCESS ROAD, GO 1.3 MILES ON SAND ISLAND ACCESS ROAD TO
 TU1327'DRAWBRIDGE.  CROSS BRIDGE AND CONTINUE FOR 1.4 MILES TO STATION
 TU1327'ON RIGHT.
 TU1327'
 TU1327'STATION IS CENTER OF 1-1/2-INCH IRON PIPE, SET FLUSH, IN CENTER
 TU1327'OF A 5-FOOT-SQUARE, CONCRETE PLATFORM THAT IS FLUSH WITH
 TU1327'GROUND.  USED NORTH BASE IN INSCRIBED IN THE TOP OF THE
 TU1327'PLATFORM.  IT IS 2.5 FEET SOUTHWEST OF FENCE, 23 FEET NORTHWEST OF
 TU1327'GATEPOST, 48.5 FEET WEST-SOUTHWEST OF POWER POLE 37, AND ON
 TU1327'DIRECT LINE WITH STATION PUNCHBOWL TARGET AND THE NORTHWEST 1 OF
 TU1327'THE 5 STACKS ON THE HAWAIIAN ELECTRIC CO. PLANT.
 TU1327
 TU1327                          STATION RECOVERY (1999)
 TU1327
 TU1327'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1313 ***********************************************************************
 TU1313  DESIGNATION -  USE SEAWALL
 TU1313  PID         -  TU1313
 TU1313  STATE/COUNTY-  HI/HONOLULU
 TU1313  USGS QUAD   -  HONOLULU (1983)
 TU1313
 TU1313                         *CURRENT SURVEY CONTROL
 TU1313  ___________________________________________________________________
 TU1313* NAD 83(1993)-  21 17 50.10673(N)    157 51 59.13989(W)     ADJUSTED  
 TU1313* LOCAL TIDAL -                                                        
 TU1313  ___________________________________________________________________
 TU1313  EPOCH DATE  -        1993.62
 TU1313  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 TU1313  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1313
 TU1313  HORZ ORDER  -  THIRD
 TU1313
 TU1313.The horizontal coordinates were established by classical geodetic methods
 TU1313.and adjusted by the National Geodetic Survey in December 1998..
 TU1313.The horizontal coordinates are valid at the epoch date displayed above.
 TU1313.The epoch date for horizontal control is a decimal equivalence
 TU1313.of Year/Month/Day.
 TU1313
 TU1313
 TU1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1313
 TU1313.The geoid height was determined by GEOID03.
 TU1313
 TU1313;                    North         East     Units Scale Factor Converg.
 TU1313;SPC HI 3     -    14,464.124   513,859.750   MT  0.99999237   +0 02 54.7
 TU1313;UTM  04      - 2,355,468.396   617,581.676   MT  0.99977084   +0 24 42.4
 TU1313
 TU1313                          SUPERSEDED SURVEY CONTROL
 TU1313
 TU1313  NAD 83(1986)-  21 17 50.05541(N)    157 51 59.14981(W) AD(       ) 4
 TU1313  OLD HI      -  21 18 01.45000(N)    157 52 09.01000(W) AD(       ) 3
 TU1313
 TU1313.Superseded values are not recommended for survey control.
 TU1313.NGS no longer adjusts projects to the OLD HI datum.
 TU1313.See file dsdata.txt to determine how the superseded data were derived.
 TU1313
 TU1313_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1758255468(NAD 83)
 TU1313
 TU1313  HISTORY     - Date     Condition        Report By
 TU1313  HISTORY     - UNK      MONUMENTED
 TU1313  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1313  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1313
 TU1313                          STATION DESCRIPTION
 TU1313
 TU1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FJT)
 TU1313'STATION WAS REARCHED FOR BUT NOT FOUND.  THE AREA IN WHICH IT
 TU1313'WAS LOCATED IS NOW A MACADAMIZED STORAGE YARD FOR MATSON FREIGHT
 TU1313'VANS.  THE STATION IS BELIEVED TO BE DESTROYED.
 TU1313
 TU1313                          STATION RECOVERY (1999)
 TU1313
 TU1313'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3191 ***********************************************************************
 TU3191  DESIGNATION -  USLHS MARK NEAR KAEA 1962
 TU3191  PID         -  TU3191
 TU3191  STATE/COUNTY-  HI/MAUI
 TU3191  USGS QUAD   -  
 TU3191
 TU3191                         *CURRENT SURVEY CONTROL
 TU3191  ___________________________________________________________________
 TU3191* NAD 83(1993)-  20 43 56.17600(N)    156 57 49.37166(W)     ADJUSTED  
 TU3191* LOCAL TIDAL -        23.     (meters)      75.     (feet)  SCALED    
 TU3191  ___________________________________________________________________
 TU3191  EPOCH DATE  -        1993.62
 TU3191  LAPLACE CORR-           7.31  (seconds)                    DEFLEC99
 TU3191  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU3191
 TU3191  HORZ ORDER  -  SECOND
 TU3191
 TU3191.The horizontal coordinates were established by classical geodetic methods
 TU3191.and adjusted by the National Geodetic Survey in December 1998..
 TU3191.The horizontal coordinates are valid at the epoch date displayed above.
 TU3191.The epoch date for horizontal control is a decimal equivalence
 TU3191.of Year/Month/Day.
 TU3191
 TU3191.The orthometric height was scaled from a topographic map.
 TU3191
 TU3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3191
 TU3191.The geoid height was determined by GEOID03.
 TU3191
 TU3191;                    North         East     Units Scale Factor Converg.
 TU3191;SPC HI 2     -    44,193.725   469,062.023   MT  0.99997849   -0 06 18.6
 TU3191;UTM  04      - 2,293,852.045   712,037.508   MT  1.00015566   +0 43 16.0
 TU3191
 TU3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3191!SPC HI 2     -   0.99999398  x   0.99997849  =   0.99997247
 TU3191!UTM  04      -   0.99999398  x   1.00015566  =   1.00014963
 TU3191
 TU3191                          SUPERSEDED SURVEY CONTROL
 TU3191
 TU3191  NAD 83(1986)-  20 43 56.12928(N)    156 57 49.33312(W) AD(       ) 2
 TU3191  OLD HI      -  20 44 07.48400(N)    156 57 59.44100(W) AD(       ) 2
 TU3191
 TU3191.Superseded values are not recommended for survey control.
 TU3191.NGS no longer adjusts projects to the OLD HI datum.
 TU3191.See file dsdata.txt to determine how the superseded data were derived.
 TU3191
 TU3191_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH1203893852(NAD 83)
 TU3191
 TU3191  HISTORY     - Date     Condition        Report By
 TU3191  HISTORY     - 1962     MONUMENTED       USCG
 TU3191
 TU3191                          STATION DESCRIPTION
 TU3191
 TU3191'DESCRIBED BY US COAST GUARD 1962
 TU3191'SEE STATION KAEA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0813 ***********************************************************************
 TU0813  DESIGNATION -  USNHO
 TU0813  PID         -  TU0813
 TU0813  STATE/COUNTY-  HI/KAUAI
 TU0813  USGS QUAD   -  MAKAHA POINT (1983)
 TU0813
 TU0813                         *CURRENT SURVEY CONTROL
 TU0813  ___________________________________________________________________
 TU0813* NAD 83(1993)-  22 07 47.44790(N)    159 43 21.14939(W)     ADJUSTED  
 TU0813* LOCAL TIDAL -       547.535  (meters)    1796.37   (feet)  ADJ UNCH  
 TU0813  ___________________________________________________________________
 TU0813  EPOCH DATE  -        1993.62
 TU0813  LAPLACE CORR-           9.33  (seconds)                    DEFLEC99
 TU0813  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0813
 TU0813  HORZ ORDER  -  SECOND
 TU0813  VERT ORDER  -  SECOND    CLASS 0
 TU0813
 TU0813.The horizontal coordinates were established by classical geodetic methods
 TU0813.and adjusted by the National Geodetic Survey in December 1998..
 TU0813.The horizontal coordinates are valid at the epoch date displayed above.
 TU0813.The epoch date for horizontal control is a decimal equivalence
 TU0813.of Year/Month/Day.
 TU0813
 TU0813.The orthometric height was key entered from printed documents
 TU0813.and not key verified.
 TU0813
 TU0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0813
 TU0813.The geoid height was determined by GEOID03.
 TU0813
 TU0813;                    North         East     Units Scale Factor Converg.
 TU0813;SPC HI 4     -    32,849.394   477,041.053   MT  0.99999651   -0 05 01.8
 TU0813;UTM  04      - 2,447,376.273   425,485.318   MT  0.99966860   -0 16 19.9
 TU0813
 TU0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0813!SPC HI 4     -   0.99991141  x   0.99999651  =   0.99990793
 TU0813!UTM  04      -   0.99991141  x   0.99966860  =   0.99958004
 TU0813
 TU0813                          SUPERSEDED SURVEY CONTROL
 TU0813
 TU0813  NAD 83(1986)-  22 07 47.41403(N)    159 43 21.17565(W) AD(       ) 2
 TU0813  OLD HI      -  22 07 58.71030(N)    159 43 31.23660(W) AD(       ) 2
 TU0813
 TU0813.Superseded values are not recommended for survey control.
 TU0813.NGS no longer adjusts projects to the OLD HI datum.
 TU0813.See file dsdata.txt to determine how the superseded data were derived.
 TU0813
 TU0813_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2548547376(NAD 83)
 TU0813_MARKER: DS = TRIANGULATION STATION DISK
 TU0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0813_SP_SET: PLASTER OF PARIS
 TU0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0813
 TU0813  HISTORY     - Date     Condition        Report By
 TU0813  HISTORY     - 1966     MONUMENTED       CGS
 TU0813  HISTORY     - 1966     GOOD             NGS
 TU0813
 TU0813                          STATION DESCRIPTION
 TU0813
 TU0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU0813'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 TU0813'STATE HIGHWAY 50 AND 55 IN KEKAHA, THENCE 4.5 MILES WEST ALONG AN
 TU0813'ASPHALT ROAD.
 TU0813'
 TU0813'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HELO,
 TU0813'DISTANCE BEING (33.170 METERS) 108.824 FEET SOUTHEAST.  IT IS AN
 TU0813'U.S. NAVY HYDROGRAPHIC OFFICE TRIANGULATION STATION DISK SET IN A
 TU0813'MASS OF PLASTER OF PARIS AND ROCKS WHICH IS FLUSH WITH THE
 TU0813'SURFACE OF THE GROUND.  IT IS 52 FEET NORTH OF THE CENTER OF THE
 TU0813'ASPHALT ROAD.
 TU0813
 TU0813                          STATION RECOVERY (1966)
 TU0813
 TU0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 TU0813'20 MI N FROM KEKAHA.
 TU0813'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0813'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 4.5 MILES WEST ALONG AN ASPHALT
 TU0813'ROAD, 52 FEET NORTH OF THE CENTER OF THE ASPHALT ROAD, SET IN A MASS
 TU0813'OF PLASTER OF PARIS AND ROCKS WHICH IS FLUSH WITH THE SURFACE OF THE
 TU0813'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0814 ***********************************************************************
 TU0814  DESIGNATION -  USNHO RM
 TU0814  PID         -  TU0814
 TU0814  STATE/COUNTY-  HI/KAUAI
 TU0814  USGS QUAD   -  MAKAHA POINT (1983)
 TU0814
 TU0814                         *CURRENT SURVEY CONTROL
 TU0814  ___________________________________________________________________
 TU0814* NAD 83(1986)-  22 07 48.     (N)    159 43 21.     (W)     SCALED    
 TU0814* LOCAL TIDAL -       547.423  (meters)    1796.00   (feet)  ADJ UNCH  
 TU0814  ___________________________________________________________________
 TU0814  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU0814
 TU0814  VERT ORDER  -  SECOND    CLASS 0
 TU0814
 TU0814.The horizontal coordinates were scaled from a topographic map and have
 TU0814.an estimated accuracy of +/- 6 seconds.
 TU0814
 TU0814.The orthometric height was key entered from printed documents
 TU0814.and not key verified.
 TU0814
 TU0814.The geoid height was determined by GEOID03.
 TU0814
 TU0814;                    North         East    Units  Estimated Accuracy
 TU0814;SPC HI 4     -    32,870.      477,050.      MT  (+/- 180 meters Scaled)
 TU0814
 TU0814                          SUPERSEDED SURVEY CONTROL
 TU0814
 TU0814.No superseded survey control is available for this station.
 TU0814
 TU0814_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK254473(NAD 83)
 TU0814_MARKER: DR = REFERENCE MARK DISK
 TU0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0814_SP_SET: PLASTER OF PARIS
 TU0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0814
 TU0814  HISTORY     - Date     Condition        Report By
 TU0814  HISTORY     - UNK      MONUMENTED       DOD
 TU0814  HISTORY     - 1966     GOOD             NGS
 TU0814
 TU0814                          STATION DESCRIPTION
 TU0814
 TU0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0814'20 MI N FROM KEKAHA.
 TU0814'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0814'HIGHWAY 50 AND 55 IN KEKAHA, THENCE 4.5 MILES WEST ALONG AN ASPHALT
 TU0814'ROAD, 56 FEET NORTH OF THE CENTER OF THE ASPHALT ROAD, SET IN A MASS
 TU0814'OF PLASTER OF PARIS WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA3611 ***********************************************************************
 AA3611  DESIGNATION -  UWEKAHUNA BLUFF
 AA3611  PID         -  AA3611
 AA3611  STATE/COUNTY-  HI/HAWAII
 AA3611  USGS QUAD   -  KILAUEA CRATER (1981)
 AA3611
 AA3611                         *CURRENT SURVEY CONTROL
 AA3611  ___________________________________________________________________
 AA3611* NAD 83(1993)-  19 25 15.97514(N)    155 17 12.43050(W)     ADJUSTED  
 AA3611* LOCAL TIDAL -      1246.2    (meters)    4089.     (feet)  GPS OBS   
 AA3611  ___________________________________________________________________
 AA3611  EPOCH DATE  -        1993.62
 AA3611  X           -  -5,467,409.899 (meters)                     COMP
 AA3611  Y           -  -2,516,255.410 (meters)                     COMP
 AA3611  Z           -   2,107,789.751 (meters)                     COMP
 AA3611  LAPLACE CORR-         -13.31  (seconds)                    DEFLEC99
 AA3611  ELLIP HEIGHT-        1269.40  (meters)          (11/30/94) GPS OBS
 AA3611  GEOID HEIGHT-          22.99  (meters)                     GEOID03
 AA3611
 AA3611  HORZ ORDER  -  FIRST
 AA3611  ELLP ORDER  -  FIFTH     CLASS I
 AA3611
 AA3611.The horizontal coordinates were established by GPS observations
 AA3611.and adjusted by the National Geodetic Survey in November 1994..
 AA3611.The horizontal coordinates are valid at the epoch date displayed above.
 AA3611.The epoch date for horizontal control is a decimal equivalence
 AA3611.of Year/Month/Day.
 AA3611
 AA3611.The orthometric height was determined by GPS observations and a
 AA3611.high-resolution geoid model.
 AA3611
 AA3611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3611
 AA3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3611
 AA3611.The ellipsoidal height was determined by GPS observations
 AA3611.and is referenced to NAD 83.
 AA3611
 AA3611.The geoid height was determined by GEOID03.
 AA3611
 AA3611;                    North         East     Units Scale Factor Converg.
 AA3611;SPC HI 1     -    65,074.160   522,391.922   MT  0.99997286   +0 04 15.2
 AA3611;UTM  05      - 2,149,016.703   259,877.918   MT  1.00031276   -0 45 38.7
 AA3611
 AA3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3611!SPC HI 1     -   0.99980049  x   0.99997286  =   0.99977336
 AA3611!UTM  05      -   0.99980049  x   1.00031276  =   1.00011319
 AA3611
 AA3611                          SUPERSEDED SURVEY CONTROL
 AA3611
 AA3611.No superseded survey control is available for this station.
 AA3611
 AA3611_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB5987849017(NAD 83)
 AA3611_MARKER: Z = SEE DESCRIPTION
 AA3611_SETTING: 0 = UNSPECIFIED SETTING
 AA3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3611+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 AA3611
 AA3611  HISTORY     - Date     Condition        Report By
 AA3611  HISTORY     - UNK      MONUMENTED       USGS
 AA3611  HISTORY     - 19930801 GOOD             USGS
 AA3611  HISTORY     - 20040511 GOOD             COMPA
 AA3611
 AA3611                          STATION DESCRIPTION
 AA3611
 AA3611'DESCRIBED BY US GEOLOGICAL SURVEY 1993
 AA3611'NO TEXT SUBMITTED
 AA3611
 AA3611                          STATION RECOVERY (2004)
 AA3611
 AA3611'RECOVERY NOTE BY COMPASSCOM INC 2004 (IR)
 AA3611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0070 ***********************************************************************
 TU0070  DESIGNATION -  V 1
 TU0070  PID         -  TU0070
 TU0070  STATE/COUNTY-  HI/HAWAII
 TU0070  USGS QUAD   -  PUU MAKAALA (1981)
 TU0070
 TU0070                         *CURRENT SURVEY CONTROL
 TU0070  ___________________________________________________________________
 TU0070* NAD 83(1986)-  19 31 15.     (N)    155 08 11.     (W)     SCALED    
 TU0070* LOCAL TIDAL -       646.199  (meters)    2120.07   (feet)  ADJ UNCH  
 TU0070  ___________________________________________________________________
 TU0070  GEOID HEIGHT-          20.33  (meters)                     GEOID03
 TU0070
 TU0070  VERT ORDER  -  FIRST     CLASS II
 TU0070
 TU0070.The horizontal coordinates were scaled from a topographic map and have
 TU0070.an estimated accuracy of +/- 6 seconds.
 TU0070
 TU0070.The orthometric height was key entered from printed documents
 TU0070.and not key verified.
 TU0070
 TU0070.The geoid height was determined by GEOID03.
 TU0070
 TU0070;                    North         East    Units  Estimated Accuracy
 TU0070;SPC HI 1     -    76,140.      538,160.      MT  (+/- 180 meters Scaled)
 TU0070
 TU0070                          SUPERSEDED SURVEY CONTROL
 TU0070
 TU0070.No superseded survey control is available for this station.
 TU0070
 TU0070_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB758598(NAD 83)
 TU0070_MARKER: DB = BENCH MARK DISK
 TU0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0070_STAMPING: V 1 1926
 TU0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0070+STABILITY: SURFACE MOTION
 TU0070
 TU0070  HISTORY     - Date     Condition        Report By
 TU0070  HISTORY     - 1926     MONUMENTED       CGS
 TU0070  HISTORY     - 1967     GOOD             NGS
 TU0070
 TU0070                          STATION DESCRIPTION
 TU0070
 TU0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 TU0070'2.8 MI SW FROM MOUNTAIN VIEW.
 TU0070'LOCATED 2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST
 TU0070'OFFICE IN MOUNTAIN VIEW, ON RIGHT SIDE OF HIGHWAY WHEN FACING UPHILL,
 TU0070'107 FEET SOUTHWEST OF TELEPHONE POLE NO. 354 AND THE SOUTHWEST END OF
 TU0070'A HIGHWAY GUARDRAIL ON OPPOSITE SIDE OF HIGHWAY, 29.8 FEET NORTHEAST
 TU0070'OF HIGHWAY MILEPOST NO. 19, 24.4 FEET NORTHWEST OF CENTER LINE OF
 TU0070'HIGHWAY, 50.5 FEET NORTHWEST OF POWER POLE NO. 78, 69 FEET NORTHEAST
 TU0070'OF A FENCEPOST BEARING A SMALL SIGN 228-B, 1.5 FEET NORTHWEST OF A
 TU0070'WHITE WITNESS POST, ABOUT 265 YARDS NORTHEAST FROM A CORRAL ON
 TU0070'NORTHWEST SIDE OF HIGHWAY, ABOUT 4 FEET HIGHER THAN HIGHWAY, AND SET
 TU0070'IN THE TOP OF AN 18-INCH-DIAMETER, CONCRETE MONUMENT ABOUT FLUSH WITH
 TU0070'GROUND AND JUST INSIDE THE DENSE ROADSIDE BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0071 ***********************************************************************
 TU0071  DESIGNATION -  V 1 RESET 1967
 TU0071  PID         -  TU0071
 TU0071  STATE/COUNTY-  HI/HAWAII
 TU0071  USGS QUAD   -  PUU MAKAALA (1981)
 TU0071
 TU0071                         *CURRENT SURVEY CONTROL
 TU0071  ___________________________________________________________________
 TU0071* NAD 83(1986)-  19 31 15.     (N)    155 08 11.     (W)     SCALED    
 TU0071* LOCAL TIDAL -       645.989  (meters)    2119.38   (feet)  ADJ UNCH  
 TU0071  ___________________________________________________________________
 TU0071  GEOID HEIGHT-          20.33  (meters)                     GEOID03
 TU0071
 TU0071  VERT ORDER  -  FIRST     CLASS I
 TU0071
 TU0071.The horizontal coordinates were scaled from a topographic map and have
 TU0071.an estimated accuracy of +/- 6 seconds.
 TU0071
 TU0071.The orthometric height was key entered from printed documents
 TU0071.and not key verified.
 TU0071
 TU0071.The geoid height was determined by GEOID03.
 TU0071
 TU0071;                    North         East    Units  Estimated Accuracy
 TU0071;SPC HI 1     -    76,140.      538,160.      MT  (+/- 180 meters Scaled)
 TU0071
 TU0071                          SUPERSEDED SURVEY CONTROL
 TU0071
 TU0071.No superseded survey control is available for this station.
 TU0071
 TU0071_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB758598(NAD 83)
 TU0071_MARKER: DB = BENCH MARK DISK
 TU0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0071_STAMPING: V 1 1926 RESET 1967
 TU0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0071+STABILITY: SURFACE MOTION
 TU0071
 TU0071  HISTORY     - Date     Condition        Report By
 TU0071  HISTORY     - 1967     MONUMENTED       CGS
 TU0071  HISTORY     - 1975     GOOD             NGS
 TU0071
 TU0071                          STATION DESCRIPTION
 TU0071
 TU0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0071'2.85 MI SW FROM MOUNTAIN VIEW.
 TU0071'2.85 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE IN
 TU0071'MOUNTAIN VIEW TO MILE POST 19.  61.7 FEET WEST AND ACROSS A DEEP
 TU0071'DRAINAGE DITCH FROM THE CENTERLINE OF STATE HIGHWAY 11.  41.0 FEET
 TU0071'NORTHWEST OF MILE POST 19.  1.8 FEET SOUTH OF A WOODEN WITNESS POST. A
 TU0071'DISK IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES AND ABOUT LEVEL
 TU0071'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0335 ***********************************************************************
 TU0335  DESIGNATION -  V 11
 TU0335  PID         -  TU0335
 TU0335  STATE/COUNTY-  HI/HONOLULU
 TU0335  USGS QUAD   -  KOKO HEAD (1983)
 TU0335
 TU0335                         *CURRENT SURVEY CONTROL
 TU0335  ___________________________________________________________________
 TU0335* NAD 83(1986)-  21 16 38.     (N)    157 41 03.     (W)     SCALED    
 TU0335* LOCAL TIDAL -        13.490  (meters)      44.26   (feet)  ADJ UNCH  
 TU0335  ___________________________________________________________________
 TU0335  GEOID HEIGHT-          15.31  (meters)                     GEOID03
 TU0335
 TU0335  VERT ORDER  -  FIRST     CLASS II
 TU0335
 TU0335.The horizontal coordinates were scaled from a topographic map and have
 TU0335.an estimated accuracy of +/- 6 seconds.
 TU0335
 TU0335.The orthometric height was key entered from printed documents
 TU0335.and not key verified.
 TU0335
 TU0335.The geoid height was determined by GEOID03.
 TU0335
 TU0335;                    North         East    Units  Estimated Accuracy
 TU0335;SPC HI 3     -    12,270.      532,780.      MT  (+/- 180 meters Scaled)
 TU0335
 TU0335                          SUPERSEDED SURVEY CONTROL
 TU0335
 TU0335.No superseded survey control is available for this station.
 TU0335
 TU0335_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ365533(NAD 83)
 TU0335_MARKER: DB = BENCH MARK DISK
 TU0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0335_SP_SET: BRIDGE
 TU0335_STAMPING: V 11 1969
 TU0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0335
 TU0335  HISTORY     - Date     Condition        Report By
 TU0335  HISTORY     - 1969     MONUMENTED       CGS
 TU0335
 TU0335                          STATION DESCRIPTION
 TU0335
 TU0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0335'6.9 MI S FROM WAIMANALO.
 TU0335'6.9 MILES SOUTH ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0335'WAIMANALO, 5.4 MILES SOUTHEAST OF AINA HAINA, IN ABOUT THE CENTER OF A
 TU0335'55- BY 20-YARD ROCK POINT WHICH EXTENDS SEAWARD FROM THE HIGHWAY AND
 TU0335'ABOUT 50 FEET ABOVE THE OCEAN, 98.3 FEET SOUTHEAST OF THE NORTHEAST
 TU0335'END OF A CONCRETE BRIDGE OVER A RAVINE, 105 FEET SOUTHEAST OF THE
 TU0335'CENTER LINE OF THE HIGHWAY, 51.2 FEET NORTH-NORTHWEST OF AN 8- BY
 TU0335'8-INCH WOODEN POST PROJECTING ABOUT 5 FEET WHICH IS AT THE EXTREME TIP
 TU0335'OF THE ROCK POINT, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0400 ***********************************************************************
 TU0400  DESIGNATION -  V 12
 TU0400  PID         -  TU0400
 TU0400  STATE/COUNTY-  HI/HONOLULU
 TU0400  USGS QUAD   -  HONOLULU (1983)
 TU0400
 TU0400                         *CURRENT SURVEY CONTROL
 TU0400  ___________________________________________________________________
 TU0400* NAD 83(1986)-  21 21 14.     (N)    157 48 41.     (W)     SCALED    
 TU0400* LOCAL TIDAL -       303.221  (meters)     994.82   (feet)  ADJ UNCH  
 TU0400  ___________________________________________________________________
 TU0400  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU0400
 TU0400  VERT ORDER  -  FIRST     CLASS II
 TU0400
 TU0400.The horizontal coordinates were scaled from a topographic map and have
 TU0400.an estimated accuracy of +/- 6 seconds.
 TU0400
 TU0400.The orthometric height was key entered from printed documents
 TU0400.and not key verified.
 TU0400
 TU0400.The geoid height was determined by GEOID03.
 TU0400
 TU0400;                    North         East    Units  Estimated Accuracy
 TU0400;SPC HI 3     -    20,740.      519,560.      MT  (+/- 180 meters Scaled)
 TU0400
 TU0400                          SUPERSEDED SURVEY CONTROL
 TU0400
 TU0400.No superseded survey control is available for this station.
 TU0400
 TU0400_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ232617(NAD 83)
 TU0400_MARKER: DB = BENCH MARK DISK
 TU0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0400_SP_SET: CULVERT
 TU0400_STAMPING: V 12 1969
 TU0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0400
 TU0400  HISTORY     - Date     Condition        Report By
 TU0400  HISTORY     - 1969     MONUMENTED       CGS
 TU0400
 TU0400                          STATION DESCRIPTION
 TU0400
 TU0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0400'4.7 MI NE FROM HONOLULU.
 TU0400'4.7 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0400'SOUTH BERETANIA STREET AT HONOLULU, AT THE JUNCTION OF NUUANA PALI
 TU0400'DRIVE, IN THE TOP AND THE CENTER OF THE EAST HEAD WALL OF A 4- BY
 TU0400'4-FOOT CONCRETE CATCH BASIN FOR A 36-INCH PIPE CULVERT UNDER THE
 TU0400'DRIVE, 95.5 FEET SOUTH OF THE CENTER LINE OF THE NORTHEAST BOUND LANES
 TU0400'OF THE HIGHWAY, 54.0 FEET SOUTH-SOUTHEAST OF A METAL POST BEARING A
 TU0400'STOP SIGN, 19.5 FEET EAST OF THE CENTER LINE OF THE DRIVE, 5.6 FEET
 TU0400'NORTH OF THE NORTH END OF A WOODEN GUARDRAIL, AND ABOUT LEVEL WITH THE
 TU0400'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0634 ***********************************************************************
 TU0634  DESIGNATION -  V 13
 TU0634  PID         -  TU0634
 TU0634  STATE/COUNTY-  HI/HONOLULU
 TU0634  USGS QUAD   -  EWA (1983)
 TU0634
 TU0634                         *CURRENT SURVEY CONTROL
 TU0634  ___________________________________________________________________
 TU0634* NAD 83(1986)-  21 20 52.     (N)    158 01 37.     (W)     SCALED    
 TU0634* LOCAL TIDAL -        13.263  (meters)      43.51   (feet)  ADJ UNCH  
 TU0634  ___________________________________________________________________
 TU0634  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU0634
 TU0634  VERT ORDER  -  FIRST     CLASS II
 TU0634
 TU0634.The horizontal coordinates were scaled from a topographic map and have
 TU0634.an estimated accuracy of +/- 6 seconds.
 TU0634
 TU0634.The orthometric height was key entered from printed documents
 TU0634.and not key verified.
 TU0634
 TU0634.The geoid height was determined by GEOID03.
 TU0634
 TU0634;                    North         East    Units  Estimated Accuracy
 TU0634;SPC HI 3     -    20,050.      497,210.      MT  (+/- 180 meters Scaled)
 TU0634
 TU0634                          SUPERSEDED SURVEY CONTROL
 TU0634
 TU0634.No superseded survey control is available for this station.
 TU0634
 TU0634_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ008609(NAD 83)
 TU0634_MARKER: DB = BENCH MARK DISK
 TU0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0634_SP_SET: CULVERT
 TU0634_STAMPING: V 13 1969
 TU0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0634
 TU0634  HISTORY     - Date     Condition        Report By
 TU0634  HISTORY     - 1969     MONUMENTED       CGS
 TU0634  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0634
 TU0634                          STATION DESCRIPTION
 TU0634
 TU0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0634'0.8 MI NE FROM EWA.
 TU0634'0.8 MILE NORTHEAST ALONG RENTON ROAD FROM THE POST OFFICE AT EWA, AT
 TU0634'THE JUNCTION OF FORT WEAVER ROAD, IN THE TOP OF THE NORTHWEST END OF A
 TU0634'CONCRETE HEAD WALL OF A CULVERT OVER A CONCRETE LINED DRAINAGE DITCH
 TU0634'THAT PARALLELS THE ROAD, 21.0 FEET SOUTHEAST OF THE CENTER LINE OF
 TU0634'RENTON ROAD, 58.4 FEET SOUTHWEST OF THE CENTER LINE OF FORT WEAVER
 TU0634'ROAD, 2.9 FEET SOUTHEAST OF A STOP SIGN, ACROSS THE ROAD FROM A UNION
 TU0634'76 SERVICE STATION, AND ABOUT LEVEL WITH THE ROADS.
 TU0634
 TU0634                          STATION RECOVERY (2006)
 TU0634
 TU0634'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0634'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0572 ***********************************************************************
 TU0572  DESIGNATION -  V 14
 TU0572  PID         -  TU0572
 TU0572  STATE/COUNTY-  HI/HONOLULU
 TU0572  USGS QUAD   -  KAENA (1983)
 TU0572
 TU0572                         *CURRENT SURVEY CONTROL
 TU0572  ___________________________________________________________________
 TU0572* NAD 83(1986)-  21 33 19.     (N)    158 14 53.     (W)     SCALED    
 TU0572* LOCAL TIDAL -         4.802  (meters)      15.75   (feet)  ADJ UNCH  
 TU0572  ___________________________________________________________________
 TU0572  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU0572
 TU0572  VERT ORDER  -  FIRST     CLASS II
 TU0572
 TU0572.The horizontal coordinates were scaled from a topographic map and have
 TU0572.an estimated accuracy of +/- 6 seconds.
 TU0572
 TU0572.The orthometric height was key entered from printed documents
 TU0572.and not key verified.
 TU0572
 TU0572.The geoid height was determined by GEOID03.
 TU0572
 TU0572;                    North         East    Units  Estimated Accuracy
 TU0572;SPC HI 3     -    43,050.      474,310.      MT  (+/- 180 meters Scaled)
 TU0572
 TU0572                          SUPERSEDED SURVEY CONTROL
 TU0572
 TU0572.No superseded survey control is available for this station.
 TU0572
 TU0572_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ778837(NAD 83)
 TU0572_MARKER: DB = BENCH MARK DISK
 TU0572_SETTING: 66 = SET IN ROCK OUTCROP
 TU0572_SP_SET: ROCK OUTCROP
 TU0572_STAMPING: V 14 1969
 TU0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0572+STABILITY: POSITION/ELEVATION WELL
 TU0572
 TU0572  HISTORY     - Date     Condition        Report By
 TU0572  HISTORY     - 1969     MONUMENTED       CGS
 TU0572  HISTORY     - 1972     GOOD             NGS
 TU0572
 TU0572                          STATION DESCRIPTION
 TU0572
 TU0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0572'10.2 MI NW FROM WAIANAE.
 TU0572'10.2 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0572'WAIANAE, 0.1 MILE SOUTHEAST OF THE END OF AN ASPHALT ROAD, AT THE
 TU0572'JUNCTION OF A TRACK ROAD LEADING TO THE BEACH, AT THE SOUTHWEST END OF
 TU0572'A GRASSY AREA, 125.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 TU0572'130 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A ROCKY SHORELINE OF A
 TU0572'ROCKY BEACH, 41.5 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD,
 TU0572'52.5 FEET SOUTHWEST OF A 36-INCH TREE, IN THE TOP OF A LAVA ROCK
 TU0572'OUTCROP WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND, AND ABOUT 4
 TU0572'FEET LOWER THAN THE HIGHWAY.
 TU0572
 TU0572                          STATION RECOVERY (1972)
 TU0572
 TU0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 TU0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0516 ***********************************************************************
 TU0516  DESIGNATION -  V 15
 TU0516  PID         -  TU0516
 TU0516  STATE/COUNTY-  HI/HONOLULU
 TU0516  USGS QUAD   -  WAIMEA (1983)
 TU0516
 TU0516                         *CURRENT SURVEY CONTROL
 TU0516  ___________________________________________________________________
 TU0516* NAD 83(1986)-  21 40 56.     (N)    158 01 50.     (W)     SCALED    
 TU0516* LOCAL TIDAL -         8.862  (meters)      29.07   (feet)  ADJ UNCH  
 TU0516  ___________________________________________________________________
 TU0516  GEOID HEIGHT-          13.48  (meters)                     GEOID03
 TU0516
 TU0516  VERT ORDER  -  FIRST     CLASS II
 TU0516
 TU0516.The horizontal coordinates were scaled from a topographic map and have
 TU0516.an estimated accuracy of +/- 6 seconds.
 TU0516
 TU0516.The orthometric height was key entered from printed documents
 TU0516.and not key verified.
 TU0516
 TU0516.The geoid height was determined by GEOID03.
 TU0516
 TU0516;                    North         East    Units  Estimated Accuracy
 TU0516;SPC HI 3     -    57,080.      496,840.      MT  (+/- 180 meters Scaled)
 TU0516
 TU0516                          SUPERSEDED SURVEY CONTROL
 TU0516
 TU0516.No superseded survey control is available for this station.
 TU0516
 TU0516_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ002979(NAD 83)
 TU0516_MARKER: DB = BENCH MARK DISK
 TU0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0516_SP_SET: BASE
 TU0516_STAMPING: V 15 1969
 TU0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0516
 TU0516  HISTORY     - Date     Condition        Report By
 TU0516  HISTORY     - 1969     MONUMENTED       CGS
 TU0516
 TU0516                          STATION DESCRIPTION
 TU0516
 TU0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0516'6.3 MI NW FROM KAHUKU.
 TU0516'6.3 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0516'COMPANY HEADQUARTERS AT KAHUKU, IN THE TOP OF THE SOUTH CORNER OF A 4
 TU0516'1/2- BY 4 1/2-FOOT CONCRETE BASE OF A SIGNAL WHICH PROJECTS ABOUT 1
 TU0516'FOOT ABOVE THE GROUND, 20.2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TU0516'HIGHWAY, 53 1/2 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY
 TU0516'SOUTHEAST TO HOUSE NO. 58-264, AND ABOUT 1 FOOT HIGHER THAN THE
 TU0516'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0088 ***********************************************************************
 TU0088  DESIGNATION -  V 20
 TU0088  PID         -  TU0088
 TU0088  STATE/COUNTY-  HI/HAWAII
 TU0088  USGS QUAD   -  VOLCANO (1997)
 TU0088
 TU0088                         *CURRENT SURVEY CONTROL
 TU0088  ___________________________________________________________________
 TU0088* NAD 83(1986)-  19 26 41.     (N)    155 12 21.     (W)     SCALED    
 TU0088* LOCAL TIDAL -      1003.544  (meters)    3292.46   (feet)  ADJ UNCH  
 TU0088  ___________________________________________________________________
 TU0088  GEOID HEIGHT-          21.55  (meters)                     GEOID03
 TU0088
 TU0088  VERT ORDER  -  FIRST     CLASS I
 TU0088
 TU0088.The horizontal coordinates were scaled from a topographic map and have
 TU0088.an estimated accuracy of +/- 6 seconds.
 TU0088
 TU0088.The orthometric height was key entered from printed documents
 TU0088.and not key verified.
 TU0088
 TU0088.The geoid height was determined by GEOID03.
 TU0088
 TU0088;                    North         East    Units  Estimated Accuracy
 TU0088;SPC HI 1     -    67,700.      530,890.      MT  (+/- 180 meters Scaled)
 TU0088
 TU0088                          SUPERSEDED SURVEY CONTROL
 TU0088
 TU0088.No superseded survey control is available for this station.
 TU0088
 TU0088_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB684515(NAD 83)
 TU0088_MARKER: DB = BENCH MARK DISK
 TU0088_SETTING: 66 = SET IN ROCK OUTCROP
 TU0088_SP_SET: BEDROCK
 TU0088_STAMPING: V 20 1975
 TU0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0088+STABILITY: POSITION/ELEVATION WELL
 TU0088
 TU0088  HISTORY     - Date     Condition        Report By
 TU0088  HISTORY     - 1975     MONUMENTED       NGS
 TU0088  HISTORY     - 1980     GOOD             USGS
 TU0088
 TU0088                          STATION DESCRIPTION
 TU0088
 TU0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0088'2.0 MI NE FROM VOLCANO.
 TU0088'0.25 MILES NORTHEAST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0088'POST OFFICE IN VOLCANO, THENCE 0.05 MILES SOUTHEAST ALONG WRIGHT ROAD,
 TU0088'THENCE 1.0 MILES NORTHEAST ALONG STATE HIGHWAY 11, THENCE 0.05 MILES
 TU0088'SOUTHEAST ALONG A PAVED ROAD, THENCE 0.65 MILES NORTHEAST ALONG THE
 TU0088'OLD HIGHWAY, SET IN LAVA BEDROCK ON THE RIGHT SIDE OF THE HIGHWAY.
 TU0088'20.0 FEET NORTH OF A TELEPHONE POLE (NO. 53).  15.5 FEET SOUTHEAST OF
 TU0088'THE CENTERLINE OF THE OLD HIGHWAY.  ABOUT LEVEL WITH THE HIGHWAY.
 TU0088
 TU0088                          STATION RECOVERY (1980)
 TU0088
 TU0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 TU0088'ADDITIONAL REFERENCE - 0.55 MILES NE ALONG THE OLD HIGHWAY FROM THE
 TU0088'VOLCANO POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0121 ***********************************************************************
 TU0121  DESIGNATION -  V 21
 TU0121  PID         -  TU0121
 TU0121  STATE/COUNTY-  HI/HAWAII
 TU0121  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0121
 TU0121                         *CURRENT SURVEY CONTROL
 TU0121  ___________________________________________________________________
 TU0121* NAD 83(1986)-  19 27 34.     (N)    155 20 52.     (W)     SCALED    
 TU0121* LOCAL TIDAL -      1529.765  (meters)    5018.90   (feet)  ADJ UNCH  
 TU0121  ___________________________________________________________________
 TU0121  GEOID HEIGHT-          24.65  (meters)                     GEOID03
 TU0121
 TU0121  VERT ORDER  -  FIRST     CLASS I
 TU0121
 TU0121.The horizontal coordinates were scaled from a topographic map and have
 TU0121.an estimated accuracy of +/- 6 seconds.
 TU0121
 TU0121.The orthometric height was key entered from printed documents
 TU0121.and not key verified.
 TU0121
 TU0121.The geoid height was determined by GEOID03.
 TU0121
 TU0121;                    North         East    Units  Estimated Accuracy
 TU0121;SPC HI 1     -    69,310.      515,980.      MT  (+/- 180 meters Scaled)
 TU0121
 TU0121                          SUPERSEDED SURVEY CONTROL
 TU0121
 TU0121.No superseded survey control is available for this station.
 TU0121
 TU0121_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB535533(NAD 83)
 TU0121_MARKER: DB = BENCH MARK DISK
 TU0121_SETTING: 66 = SET IN ROCK OUTCROP
 TU0121_SP_SET: BEDROCK
 TU0121_STAMPING: V 21 1975
 TU0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0121+STABILITY: POSITION/ELEVATION WELL
 TU0121
 TU0121  HISTORY     - Date     Condition        Report By
 TU0121  HISTORY     - 1975     MONUMENTED       NGS
 TU0121
 TU0121                          STATION DESCRIPTION
 TU0121
 TU0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0121'10.65 MI SW FROM VOLCANO.
 TU0121'0.80 MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0121'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0121'HIGHWAY 11, THENCE 6.55 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD. SET
 TU0121'IN LAVA BEDROCK AND ON THE INSIDE OF A SHARP CURVE.  0.05 MILE
 TU0121'SOUTHWEST OF THE 5000 FOOT LEVEL SIGN.  9.5 FEET NORTH OF THE CENTER
 TU0121'OF MAUNA LOA ROAD.  2.5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0869 ***********************************************************************
 TU0869  DESIGNATION -  V 22
 TU0869  PID         -  TU0869
 TU0869  STATE/COUNTY-  HI/MAUI
 TU0869  USGS QUAD   -  MAKENA (1995)
 TU0869
 TU0869                         *CURRENT SURVEY CONTROL
 TU0869  ___________________________________________________________________
 TU0869* NAD 83(1986)-  20 39 57.     (N)    156 26 27.     (W)     SCALED    
 TU0869* LOCAL TIDAL -        14.938  (meters)      49.01   (feet)  ADJUSTED  
 TU0869  ___________________________________________________________________
 TU0869  GEOID HEIGHT-          16.65  (meters)                     GEOID03
 TU0869
 TU0869  VERT ORDER  -  FIRST     CLASS I
 TU0869
 TU0869.The horizontal coordinates were scaled from a topographic map and have
 TU0869.an estimated accuracy of +/- 6 seconds.
 TU0869
 TU0869.The orthometric height was determined by differential leveling
 TU0869.and adjusted by the National Geodetic Survey in December 2003..
 TU0869
 TU0869.The geoid height was determined by GEOID03.
 TU0869
 TU0869;                    North         East    Units  Estimated Accuracy
 TU0869;SPC HI 2     -    36,830.      523,530.      MT  (+/- 180 meters Scaled)
 TU0869
 TU0869                          SUPERSEDED SURVEY CONTROL
 TU0869
 TU0869.No superseded survey control is available for this station.
 TU0869
 TU0869_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH666872(NAD 83)
 TU0869_MARKER: DV = VERTICAL CONTROL DISK
 TU0869_SETTING: 66 = SET IN ROCK OUTCROP
 TU0869_SP_SET: SET IN ROCK OUTCROP
 TU0869_STAMPING: V 22 1979
 TU0869_MARK LOGO: NGS   
 TU0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0869+STABILITY: POSITION/ELEVATION WELL
 TU0869
 TU0869  HISTORY     - Date     Condition        Report By
 TU0869  HISTORY     - 1979     MONUMENTED       NGS
 TU0869
 TU0869                          STATION DESCRIPTION
 TU0869
 TU0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0869'6.5 MILES SOUTH ALONG STATE HIGHWAY 31 FROM THE POST OFFICE IN KIHEI,
 TU0869'SET IN THE TOP OF A LAVA FLOW OUTCROP, 81 FEET NORTHEAST OF UTILITY
 TU0869'POLE NUMBER 16, 55 FEET SOUTHEAST OF THE ENTRANCE TO THE LOVE
 TU0869'RESIDENCE, 46 FEET SOUTHEAST OF UTILITY POLE NUMBER 9, AND 21 FEET
 TU0869'EAST OF THE CENTER OF THE HIGHWAY.
 TU0869'6 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0905 ***********************************************************************
 TU0905  DESIGNATION -  V 23
 TU0905  PID         -  TU0905
 TU0905  STATE/COUNTY-  HI/MAUI
 TU0905  USGS QUAD   -  KILOHANA (1983)
 TU0905
 TU0905                         *CURRENT SURVEY CONTROL
 TU0905  ___________________________________________________________________
 TU0905* NAD 83(1986)-  20 46 28.     (N)    156 19 31.     (W)     SCALED    
 TU0905* LOCAL TIDAL -       769.426  (meters)    2524.36   (feet)  ADJUSTED  
 TU0905  ___________________________________________________________________
 TU0905  GEOID HEIGHT-          17.11  (meters)                     GEOID03
 TU0905
 TU0905  VERT ORDER  -  FIRST     CLASS I
 TU0905
 TU0905.The horizontal coordinates were scaled from a topographic map and have
 TU0905.an estimated accuracy of +/- 6 seconds.
 TU0905
 TU0905.The orthometric height was determined by differential leveling
 TU0905.and adjusted by the National Geodetic Survey in December 2003..
 TU0905
 TU0905.The geoid height was determined by GEOID03.
 TU0905
 TU0905;                    North         East    Units  Estimated Accuracy
 TU0905;SPC HI 2     -    48,870.      535,550.      MT  (+/- 180 meters Scaled)
 TU0905
 TU0905                          SUPERSEDED SURVEY CONTROL
 TU0905
 TU0905.No superseded survey control is available for this station.
 TU0905
 TU0905_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH784994(NAD 83)
 TU0905_MARKER: DV = VERTICAL CONTROL DISK
 TU0905_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0905_SP_SET: BRIDGE ABUTMENT ON LAVA FLOW
 TU0905_STAMPING: V 23 1979
 TU0905_MARK LOGO: NGS   
 TU0905_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0905
 TU0905  HISTORY     - Date     Condition        Report By
 TU0905  HISTORY     - 1979     MONUMENTED       NGS
 TU0905
 TU0905                          STATION DESCRIPTION
 TU0905
 TU0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0905'1.0 MILE NORTH ALONG STATE HIGHWAY 37 FROM THE KULA ELEMENTARY SCHOOL
 TU0905'IN WAIAKOA, IN THE SOUTHWEST CORNER OF A BRIDGE ABUTMENT, AT THE
 TU0905'INTERSECTION OF STATE HIGHWAY 37 AND PULEHU ROAD, 13 FEET NORTH OF THE
 TU0905'CENTER OF PULEHU ROAD, AND 61 FEET EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0275 ***********************************************************************
 TU0275  DESIGNATION -  V 4
 TU0275  PID         -  TU0275
 TU0275  STATE/COUNTY-  HI/HONOLULU
 TU0275  USGS QUAD   -  HONOLULU (1983)
 TU0275
 TU0275                         *CURRENT SURVEY CONTROL
 TU0275  ___________________________________________________________________
 TU0275* NAD 83(1986)-  21 19 47.     (N)    157 51 25.     (W)     SCALED    
 TU0275* LOCAL TIDAL -        60.890  (meters)     199.77   (feet)  ADJ UNCH  
 TU0275  ___________________________________________________________________
 TU0275  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU0275
 TU0275  VERT ORDER  -  FIRST     CLASS II
 TU0275
 TU0275.The horizontal coordinates were scaled from a topographic map and have
 TU0275.an estimated accuracy of +/- 6 seconds.
 TU0275
 TU0275.The orthometric height was key entered from printed documents
 TU0275.and not key verified.
 TU0275
 TU0275.The geoid height was determined by GEOID03.
 TU0275
 TU0275;                    North         East    Units  Estimated Accuracy
 TU0275;SPC HI 3     -    18,060.      514,840.      MT  (+/- 180 meters Scaled)
 TU0275
 TU0275                          SUPERSEDED SURVEY CONTROL
 TU0275
 TU0275.No superseded survey control is available for this station.
 TU0275
 TU0275_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ185590(NAD 83)
 TU0275_MARKER: DB = BENCH MARK DISK
 TU0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0275_STAMPING: V 4 1928
 TU0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0275+STABILITY: SURFACE MOTION
 TU0275
 TU0275  HISTORY     - Date     Condition        Report By
 TU0275  HISTORY     - 1928     MONUMENTED       CGS
 TU0275  HISTORY     - 1962     GOOD             NGS
 TU0275
 TU0275                          STATION DESCRIPTION
 TU0275
 TU0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0275'IN HONOLULU.
 TU0275'0.45 MILE NORTHWEST ALONG N. SCHOOL STREET FROM THE INTERSECTION OF
 TU0275'NUUANU AVENUE, THENCE 0.55 MILE NORTHEAST ON LILIHA STREET, THENCE
 TU0275'0.35 MILE NORTHWEST ON JUDD STREET, THENCE 0.1 MILE NORTHEAST ON
 TU0275'IHOLENA STREET.  AT INTERSECTION OF LOLENA STREET, 8.5 FEET SOUTHEAST
 TU0275'OF STREET SIGNS IHOLENA ST-LOLENA ST, 14.1 FEET WEST-SOUTHWEST OF A
 TU0275'2-FOOT MANHOLE COVER, 2.8 FEET NORTH OF CURBLINE OF STREET, IN GRASSY
 TU0275'AREA AT SOUTH CORNER OF ALEWA PLAYGROUND, 48.4 FEET SOUTHEAST OF GATE
 TU0275'IN PLAYGROUND FENCE, AND SET IN THE TOP OF A 9-INCH-SQUARE CONCRETE
 TU0275'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND AND IS PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0193 ***********************************************************************
 TU0193  DESIGNATION -  V 5
 TU0193  PID         -  TU0193
 TU0193  STATE/COUNTY-  HI/MAUI
 TU0193  USGS QUAD   -  MAALAEA (1996)
 TU0193
 TU0193                         *CURRENT SURVEY CONTROL
 TU0193  ___________________________________________________________________
 TU0193* NAD 83(1986)-  20 46 54.     (N)    156 27 47.     (W)     SCALED    
 TU0193* LOCAL TIDAL -         2.274  (meters)       7.46   (feet)  ADJ UNCH  
 TU0193  ___________________________________________________________________
 TU0193  GEOID HEIGHT-          16.48  (meters)                     GEOID03
 TU0193
 TU0193  VERT ORDER  -  FIRST     CLASS II
 TU0193
 TU0193.The horizontal coordinates were scaled from a topographic map and have
 TU0193.an estimated accuracy of +/- 6 seconds.
 TU0193
 TU0193.The orthometric height was key entered from printed documents
 TU0193.and not key verified.
 TU0193
 TU0193.The geoid height was determined by GEOID03.
 TU0193
 TU0193;                    North         East    Units  Estimated Accuracy
 TU0193;SPC HI 2     -    49,650.      521,200.      MT  (+/- 180 meters Scaled)
 TU0193
 TU0193                          SUPERSEDED SURVEY CONTROL
 TU0193
 TU0193.No superseded survey control is available for this station.
 TU0193
 TU0193_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ641000(NAD 83)
 TU0193_MARKER: DB = BENCH MARK DISK
 TU0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0193_STAMPING: V 5 1950
 TU0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0193+STABILITY: SURFACE MOTION
 TU0193
 TU0193  HISTORY     - Date     Condition        Report By
 TU0193  HISTORY     - 1950     MONUMENTED       CGS
 TU0193  HISTORY     - 1968     GOOD             CGS
 TU0193  HISTORY     - 1979     SEE DESCRIPTION  NGS
 TU0193  HISTORY     - 1981     GOOD             USGS
 TU0193
 TU0193                          STATION DESCRIPTION
 TU0193
 TU0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 TU0193'IN KIHEI.
 TU0193'LOCATED AT THE SUDA STORE AND POST OFFICE BUILDING IN KIHEI, 0.1 MILE
 TU0193'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 31 AND 35, ALONG NORTHEAST
 TU0193'SIDE OF HIGHWAY 31.  1 FOOT SOUTH OF SOUTH END OF CONCRETE WALK IN
 TU0193'FRONT OF BUILDING, 16 INCHES WEST OF WALL, 12 FEET NORTH FROM
 TU0193'SOUTHWEST CORNER OF STORE, AND SET IN THE TOP OF A 10-INCH-SQUARE,
 TU0193'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND.
 TU0193
 TU0193                          STATION RECOVERY (1979)
 TU0193
 TU0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0193'RECOVERED AS DESCRIBED WITH THE EXCEPTION THAT THE POST OFFICE IS
 TU0193'ROBOIREIS FRENCH RESTAURANT, MARK IS NOW UNDER A LOW ROOF AND CANNOT
 TU0193'BE LEVELED TO IN 1979.
 TU0193
 TU0193                          STATION RECOVERY (1981)
 TU0193
 TU0193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0193'0.1 MILE S. OF THE JUNCTION OF STATE HIGHWAY 31 AND 35, LOCATED AT
 TU0193'SUDA STORE IN KIHEI, ABOUT 80 FEET EAST OF CENTERLINE OF HIGHWAY 31,
 TU0193'12 FEET NORTH OF SW CORNER OF STORE, 16 FEET S. OF S. EDGE OF DOOR. A
 TU0193'STANDARD USC & GS TABLET STAMPED V 5 1950 AND LOCATED IN NEW
 TU0193'POSTION OF SIDEWALK WITH CONCRETE POURED AROUND TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0238 ***********************************************************************
 TU0238  DESIGNATION -  V 6
 TU0238  PID         -  TU0238
 TU0238  STATE/COUNTY-  HI/MAUI
 TU0238  USGS QUAD   -  WAILUKU (1997)
 TU0238
 TU0238                         *CURRENT SURVEY CONTROL
 TU0238  ___________________________________________________________________
 TU0238* NAD 83(1986)-  20 53 31.     (N)    156 29 35.     (W)     SCALED    
 TU0238* LOCAL TIDAL -        48.173  (meters)     158.05   (feet)  ADJ UNCH  
 TU0238  ___________________________________________________________________
 TU0238  GEOID HEIGHT-          16.01  (meters)                     GEOID03
 TU0238
 TU0238  VERT ORDER  -  FIRST     CLASS II
 TU0238
 TU0238.The horizontal coordinates were scaled from a topographic map and have
 TU0238.an estimated accuracy of +/- 6 seconds.
 TU0238
 TU0238.The orthometric height was key entered from printed documents
 TU0238.and not key verified.
 TU0238
 TU0238.The geoid height was determined by GEOID03.
 TU0238
 TU0238;                    North         East    Units  Estimated Accuracy
 TU0238;SPC HI 2     -    61,850.      518,060.      MT  (+/- 180 meters Scaled)
 TU0238
 TU0238                          SUPERSEDED SURVEY CONTROL
 TU0238
 TU0238.No superseded survey control is available for this station.
 TU0238
 TU0238_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ607122(NAD 83)
 TU0238_MARKER: DB = BENCH MARK DISK
 TU0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0238_SP_SET: SIDEWALK
 TU0238_STAMPING: V 6 1950
 TU0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0238
 TU0238  HISTORY     - Date     Condition        Report By
 TU0238  HISTORY     - 1950     MONUMENTED       CGS
 TU0238  HISTORY     - 1968     GOOD             NGS
 TU0238  HISTORY     - 1981     GOOD             USGS
 TU0238  HISTORY     - 19990723 GOOD             USPSQD
 TU0238
 TU0238                          STATION DESCRIPTION
 TU0238
 TU0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0238'IN WAILUKU.
 TU0238'0.45 MILE EAST ON WELLS STREET FROM THE POST OFFICE IN WAILUKU TO
 TU0238'T-JUNCTION.  THENCE LEFT ON STATE HIGHWAY 34 (LOWER MAIN) FOR 0.55
 TU0238'MILE.  THENCE SHARP LEFT ON MILL STREET FOR 50 YARDS.  IN FRONT OF THE
 TU0238'TROPICAL SUPPLY CO. ON SOUTH SIDE OF STREET, 20 YARDS SOUTHWEST OF THE
 TU0238'JUNCTION OF MILL AND AINAOLA STREETS, 9.2 FEET WEST-SOUTHWEST OF POWER
 TU0238'POLE NO. 5, 5 FEET WEST-SOUTHWEST OF A CROSS CHISELED IN THE SIDEWALK,
 TU0238'14 INCHES SOUTH OF EDGE OF SIDEWALK, AND CEMENTED IN A DRILL HOLE IN
 TU0238'SIDEWALK, AT EAST BASE OF A CONCRETE LANDING, OR RAMP, LEADING TO THE
 TU0238'WOODEN STEPS OF THE STORE BUILDING.  NOTE-- THE STONE WALL MENTIONED
 TU0238'IN THE ORIGINAL DESCRIPTION IS GONE, HOWEVER THERE IS A WALL OF THAT
 TU0238'TYPE AT THE WEST END OF THE STEPS.
 TU0238
 TU0238                          STATION RECOVERY (1981)
 TU0238
 TU0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0238'WAILUKU, 250 FEET WEST OF THE JUNCTION OF MILL ST. AND EAST MAIN ST.,
 TU0238'35 FEET WEST OF THE NE CORNER OF A PARKING LOT, 23 FEET SOUTH OF THE
 TU0238'CENTERLINE OF MILL ST, 1 FOOT SOUTH OF THE SOUTH EDGE OF THE
 TU0238'SIDEWALK. SET FLUSH IN A SQUARE PORTION OF THE OLD SIDEWALK AND
 TU0238'STAMPED "V 6 1950".
 TU0238
 TU0238                          STATION RECOVERY (1999)
 TU0238
 TU0238'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1913 ***********************************************************************
 TU1913  DESIGNATION -  VANE
 TU1913  PID         -  TU1913
 TU1913  STATE/COUNTY-  HI/KAUAI
 TU1913  USGS QUAD   -  KAPAA (1996)
 TU1913
 TU1913                         *CURRENT SURVEY CONTROL
 TU1913  ___________________________________________________________________
 TU1913* NAD 83(1993)-  22 05 57.71739(N)    159 18 07.37042(W)     ADJUSTED  
 TU1913* LOCAL TIDAL -                                                        
 TU1913  ___________________________________________________________________
 TU1913  EPOCH DATE  -        1993.62
 TU1913  LAPLACE CORR-         -15.37  (seconds)                    DEFLEC99
 TU1913  GEOID HEIGHT-          14.82  (meters)                     GEOID03
 TU1913
 TU1913  HORZ ORDER  -  THIRD
 TU1913
 TU1913.The horizontal coordinates were established by classical geodetic methods
 TU1913.and adjusted by the National Geodetic Survey in December 1998..
 TU1913.The horizontal coordinates are valid at the epoch date displayed above.
 TU1913.The epoch date for horizontal control is a decimal equivalence
 TU1913.of Year/Month/Day.
 TU1913
 TU1913
 TU1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1913
 TU1913.The geoid height was determined by GEOID03.
 TU1913
 TU1913;                    North         East     Units Scale Factor Converg.
 TU1913;SPC HI 4     -    29,470.724   520,426.571   MT  0.99999515   +0 04 28.1
 TU1913;UTM  04      - 2,443,856.337   468,844.081   MT  0.99961199   -0 06 49.1
 TU1913
 TU1913                          SUPERSEDED SURVEY CONTROL
 TU1913
 TU1913  NAD 83(1986)-  22 05 57.68604(N)    159 18 07.42901(W) AD(       ) 4
 TU1913  OLD HI      -  22 06 09.04000(N)    159 18 17.51000(W) AD(       ) 3
 TU1913
 TU1913.Superseded values are not recommended for survey control.
 TU1913.NGS no longer adjusts projects to the OLD HI datum.
 TU1913.See file dsdata.txt to determine how the superseded data were derived.
 TU1913
 TU1913_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6884443856(NAD 83)
 TU1913
 TU1913  HISTORY     - Date     Condition        Report By
 TU1913  HISTORY     - UNK      MONUMENTED
 TU1913  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1913
 TU1913                          STATION DESCRIPTION
 TU1913
 TU1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1913'STATION IS GONE.  IT WAS APPARENTLY A WEATHER VANE ON THE OLD
 TU1913'SUGAR MILL AT KEALIA, WHICH HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1082 ***********************************************************************
 TU1082  DESIGNATION -  VENICE
 TU1082  PID         -  TU1082
 TU1082  STATE/COUNTY-  HI/HONOLULU
 TU1082  USGS QUAD   -  MOKAPU (1983)
 TU1082
 TU1082                         *CURRENT SURVEY CONTROL
 TU1082  ___________________________________________________________________
 TU1082* NAD 83(1993)-  21 26 12.90365(N)    157 45 39.07903(W)     ADJUSTED  
 TU1082* LOCAL TIDAL -                                                        
 TU1082  ___________________________________________________________________
 TU1082  EPOCH DATE  -        1993.62
 TU1082  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 TU1082  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1082
 TU1082  HORZ ORDER  -  THIRD
 TU1082
 TU1082.The horizontal coordinates were established by classical geodetic methods
 TU1082.and adjusted by the National Geodetic Survey in December 1998..
 TU1082.The horizontal coordinates are valid at the epoch date displayed above.
 TU1082.The epoch date for horizontal control is a decimal equivalence
 TU1082.of Year/Month/Day.
 TU1082
 TU1082
 TU1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1082
 TU1082.The geoid height was determined by GEOID03.
 TU1082
 TU1082;                    North         East     Units Scale Factor Converg.
 TU1082;SPC HI 3     -    29,941.065   524,790.700   MT  0.99999759   +0 05 14.6
 TU1082;UTM  04      - 2,371,011.314   628,411.724   MT  0.99980376   +0 27 10.6
 TU1082
 TU1082                          SUPERSEDED SURVEY CONTROL
 TU1082
 TU1082  NAD 83(1986)-  21 26 12.85408(N)    157 45 39.08686(W) AD(       ) 4
 TU1082  OLD HI      -  21 26 24.26000(N)    157 45 48.98500(W) AD(       ) 3
 TU1082
 TU1082.Superseded values are not recommended for survey control.
 TU1082.NGS no longer adjusts projects to the OLD HI datum.
 TU1082.See file dsdata.txt to determine how the superseded data were derived.
 TU1082
 TU1082_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2841271011(NAD 83)
 TU1082
 TU1082  HISTORY     - Date     Condition        Report By
 TU1082  HISTORY     - 1926     MONUMENTED       CGS
 TU1082  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1082
 TU1082                          STATION DESCRIPTION
 TU1082
 TU1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1082'ON EASTERN SHORE OF OAHU, IN THE SOUTHEASTERN PART OF KANEOHE
 TU1082'BAY, WEST OF THE NECK OF MOKAPU PENINSULA, BEING THE WESTERLY
 TU1082'GABLE OF OLD WHITE SHED STANDING ON PILING OUT IN WATER.
 TU1082
 TU1082                          STATION RECOVERY (1963)
 TU1082
 TU1082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1082'STATION IS GONE.  A SEARCH WAS MADE ALONG THE SHORELINE, THERE
 TU1082'IS NO BUILDING NOR THE REMAINS OF ANY OLD PILINGS LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2920 ***********************************************************************
 TU2920  DESIGNATION -  VON
 TU2920  PID         -  TU2920
 TU2920  STATE/COUNTY-  HI/MAUI
 TU2920  USGS QUAD   -  MAKENA (1995)
 TU2920
 TU2920                         *CURRENT SURVEY CONTROL
 TU2920  ___________________________________________________________________
 TU2920* NAD 83(1993)-  20 40 22.46808(N)    156 26 39.07760(W)     ADJUSTED  
 TU2920* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2920  ___________________________________________________________________
 TU2920  EPOCH DATE  -        1993.62
 TU2920  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 TU2920  GEOID HEIGHT-          16.64  (meters)                     GEOID03
 TU2920
 TU2920  HORZ ORDER  -  THIRD
 TU2920
 TU2920.The horizontal coordinates were established by classical geodetic methods
 TU2920.and adjusted by the National Geodetic Survey in December 1998..
 TU2920.The horizontal coordinates are valid at the epoch date displayed above.
 TU2920.The epoch date for horizontal control is a decimal equivalence
 TU2920.of Year/Month/Day.
 TU2920
 TU2920.The orthometric height was scaled from a topographic map.
 TU2920
 TU2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2920
 TU2920.The geoid height was determined by GEOID03.
 TU2920
 TU2920;                    North         East     Units Scale Factor Converg.
 TU2920;SPC HI 2     -    37,609.140   523,180.463   MT  0.99997330   +0 04 42.8
 TU2920;UTM  04      - 2,288,045.647   766,263.606   MT  1.00047626   +0 54 10.1
 TU2920
 TU2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2920!SPC HI 2     -   0.99999723  x   0.99997330  =   0.99997053
 TU2920!UTM  04      -   0.99999723  x   1.00047626  =   1.00047349
 TU2920
 TU2920:                Primary Azimuth Mark                     Grid Az
 TU2920:SPC HI 2     -  BEG                                      175 29 06.6
 TU2920:UTM  04      -  BEG                                      174 39 39.3
 TU2920
 TU2920|---------------------------------------------------------------------|
 TU2920| PID    Reference Object                     Distance      Geod. Az  |
 TU2920|                                                           dddmmss.s |
 TU2920| TU2918 BEG                                 APPROX. 0.6 KM 1753349.4 |
 TU2920|---------------------------------------------------------------------|
 TU2920
 TU2920                          SUPERSEDED SURVEY CONTROL
 TU2920
 TU2920  NAD 83(1986)-  20 40 22.44043(N)    156 26 39.06791(W) AD(       ) 3
 TU2920  OLD HI      -  20 40 33.92900(N)    156 26 49.21400(W) AD(       ) 3
 TU2920
 TU2920.Superseded values are not recommended for survey control.
 TU2920.NGS no longer adjusts projects to the OLD HI datum.
 TU2920.See file dsdata.txt to determine how the superseded data were derived.
 TU2920
 TU2920_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6626488046(NAD 83)
 TU2920
 TU2920  HISTORY     - Date     Condition        Report By
 TU2920  HISTORY     - UNK      MONUMENTED
 TU2920  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2920
 TU2920                          STATION DESCRIPTION
 TU2920
 TU2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2920'STATION WAS RECOVERED AND IDENTIFIED BY AN ANGLE
 TU2920'CHECK.  LOCATED ABOUT 7-1/2 MILES SOUTH OF THE KIHEI POST
 TU2920'OFFICE AND 2-1/2 MILES NORTH OF PUU OLAI, ALONG THE SEACOAST,
 TU2920'ON A BRUSHY POINT AT THE VON TEMPSKY HOME.
 TU2920'
 TU2920'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2920'STATE HIGHWAY 31 FOR 6.1 MILES TO END OF MACADAM
 TU2920'ROAD.  CONTINUE, ON GRADED ROAD, FOR 1.85 MILES TO TRACK SIDE
 TU2920'ROAD RIGHT, BETWEEN POWER POLES 26 AND 27, ABOUT 50 YARDS BEFORE
 TU2920'THE LAST 1 OF 3 WINDMILLS ALONG MAKAI SIDE OF ROAD.  GO RIGHT ON
 TU2920'TRACK ROAD FOR 0.1 MILE TO SEACOAST AND END OF ROAD.  PACK ABOUT
 TU2920'100 FEET WEST TO STATION.
 TU2920'
 TU2920'STATION IS MARKED BY A 1-INCH, IRON PIPE PROJECTING 14 INCHES
 TU2920'FROM GROUND.  IT IS ON THE NARROW, FLAT PART OF THE BRUSHY TIP,
 TU2920'INSIDE TREE LINE, 16 FEET EAST FROM BARE ROCK BEACH, 10 FEET
 TU2920'SOUTH OF NORTH EDGE OF POINT AND A 6-FOOT DROP DOWN TO ROCK
 TU2920'BEACH, AND 105 FEET WEST OF THE TRACK ROAD.
 TU2920'
 TU2920'THERE IS A 3-FOOT CAIRN BUILT OVER THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2354 ***********************************************************************
 TU2354  DESIGNATION -  VR 1 1
 TU2354  PID         -  TU2354
 TU2354  STATE/COUNTY-  HI/HAWAII
 TU2354  USGS QUAD   -  VOLCANO (1997)
 TU2354
 TU2354                         *CURRENT SURVEY CONTROL
 TU2354  ___________________________________________________________________
 TU2354* NAD 83(1993)-  19 25 33.53164(N)    155 14 01.43896(W)     ADJUSTED  
 TU2354* LOCAL TIDAL -      1144.6    (meters)    3755.     (feet)  VERT ANG  
 TU2354  ___________________________________________________________________
 TU2354  EPOCH DATE  -        1993.62
 TU2354  LAPLACE CORR-         -15.17  (seconds)                    DEFLEC99
 TU2354  GEOID HEIGHT-          21.97  (meters)                     GEOID03
 TU2354
 TU2354  HORZ ORDER  -  SECOND
 TU2354
 TU2354.The horizontal coordinates were established by classical geodetic methods
 TU2354.and adjusted by the National Geodetic Survey in December 1998..
 TU2354.The horizontal coordinates are valid at the epoch date displayed above.
 TU2354.The epoch date for horizontal control is a decimal equivalence
 TU2354.of Year/Month/Day.
 TU2354
 TU2354.The orthometric height was determined by vertical angle observations.
 TU2354
 TU2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2354
 TU2354.The geoid height was determined by GEOID03.
 TU2354
 TU2354;                    North         East     Units Scale Factor Converg.
 TU2354;SPC HI 1     -    65,621.747   527,962.817   MT  0.99997633   +0 05 18.8
 TU2354;UTM  05      - 2,149,483.516   265,457.969   MT  1.00028002   -0 44 35.7
 TU2354
 TU2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2354!SPC HI 1     -   0.99981665  x   0.99997633  =   0.99979299
 TU2354!UTM  05      -   0.99981665  x   1.00028002  =   1.00009662
 TU2354
 TU2354|---------------------------------------------------------------------|
 TU2354| PID    Reference Object                     Distance      Geod. Az  |
 TU2354|                                                           dddmmss.s |
 TU2354| CN6186 VR 1 1 RM 1                          11.808 METERS 06611     |
 TU2354| TU2353 VR 1 1 A PT 1978                      5.177 METERS 14648     |
 TU2354| CN6187 VR 1 1 RM 2                           5.662 METERS 16727     |
 TU2354| TU2279 KULANI                              APPROX.12.5 KM 3264759.4 |
 TU2354|---------------------------------------------------------------------|
 TU2354
 TU2354                          SUPERSEDED SURVEY CONTROL
 TU2354
 TU2354  NAD 83(1986)-  19 25 33.50815(N)    155 14 01.47534(W) AD(       ) 2
 TU2354  OLD HI      -  19 25 44.39250(N)    155 14 11.47061(W) AD(       ) 2
 TU2354
 TU2354.Superseded values are not recommended for survey control.
 TU2354.NGS no longer adjusts projects to the OLD HI datum.
 TU2354.See file dsdata.txt to determine how the superseded data were derived.
 TU2354
 TU2354_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB6545849484(NAD 83)
 TU2354_MARKER: Z = SEE DESCRIPTION
 TU2354_SETTING: 0 = UNSPECIFIED SETTING
 TU2354
 TU2354  HISTORY     - Date     Condition        Report By
 TU2354  HISTORY     - 1977     MONUMENTED       HIDT
 TU2354
 TU2354                          STATION DESCRIPTION
 TU2354
 TU2354'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1977 (LAC)
 TU2354'THE STATION IS LOCATED ON THE SOUTHWEST SLOPE OF MAUNA LOA IN THE
 TU2354'PUNA DISTRICT, ABOUT 11-1/2 MILES SOUTHWEST OF MOUNTAIN VIEW, 2
 TU2354'MILES NORTHEAST OF VOLCANO NATIONAL PARK HEADQUARTERS AND 1/4
 TU2354'MILE SOUTHWEST OF THE VOLCANO POST OFFICE.  THE STATION IS NEAR
 TU2354'THE INTERSECTION OF STATE HIGHWAY 11 AND HAUNANI ROAD.
 TU2354'
 TU2354'TO REACH THE STATION FROM VOLCANO POST OFFICE, WHICH IS LOCATED
 TU2354'IN THE HONGO STORE, GO SOUTH 0.2 MILE TO HAUNANI ROAD.  TURN LEFT
 TU2354'AND GO EAST 0.15 MILE TO THE JUNCTION OF HIGHWAY 11 AND THE STATION
 TU2354'SITE IS ON SOUTHEAST SIDE OF HIGHWAY 11.
 TU2354'
 TU2354'THE STATION MARKS ARE STATE OF HAWAII SURVEY DISKS STAMPED VR 1-1
 TU2354'1977.  THE SURFACE DISK IS SET IN A ROUND CONCRETE POST 0.40 FOOT
 TU2354'BELOW THE GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 TU2354'MASS OF CONCRETE ABOUT 4 FEET BELOW THE GROUND.  THEY ARE 50 FEET
 TU2354'SOUTHWEST OF HIGHWAY JUNCTION AND 27 FEET SOUTHEAST OF THE
 TU2354'CENTERLINE OF HIGHWAY.
 TU2354'
 TU2354'REFERENCE MARK 1, STAMPED 1, IS A RAILROAD SPIKE WITH A PUNCH HOLE
 TU2354'MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 TU2354'0.20 FOOT ABOVE THE GROUND AND IS 39 FEET SOUTHEAST OF THE
 TU2354'CENTERLINE OF THE HIGHWAY AND ABOUT THE SAME ELEVATION AS STATION
 TU2354'MARK.
 TU2354'
 TU2354'REFERENCE MARK 2 IS A 3/4 INCH STEEL REINFORCING ROD SET IN A
 TU2354'CONCRETE MASS, THE LETTERS RM ARE MARKED INTO THE CONCRETE
 TU2354'MASS.  THE REFERENCE MARK PROJECTS ABOUT 0.40 FOOT ABOVE THE GROUND
 TU2354'AND IS 45 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 TU2354'
 TU2354'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2354'
 TU2354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2354'1/4 MILE SW OF VOLCANO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2239 ***********************************************************************
 TU2239  DESIGNATION -  VR 1 6
 TU2239  PID         -  TU2239
 TU2239  STATE/COUNTY-  HI/HAWAII
 TU2239  USGS QUAD   -  HILO (1995)
 TU2239
 TU2239                         *CURRENT SURVEY CONTROL
 TU2239  ___________________________________________________________________
 TU2239* NAD 83(1993)-  19 37 23.86737(N)    155 02 25.35184(W)     ADJUSTED  
 TU2239* LOCAL TIDAL -       104.7    (meters)     344.     (feet)  VERT ANG  
 TU2239  ___________________________________________________________________
 TU2239  EPOCH DATE  -        1993.62
 TU2239  LAPLACE CORR-         -17.40  (seconds)                    DEFLEC99
 TU2239  GEOID HEIGHT-          17.83  (meters)                     GEOID03
 TU2239
 TU2239  HORZ ORDER  -  SECOND
 TU2239
 TU2239.The horizontal coordinates were established by classical geodetic methods
 TU2239.and adjusted by the National Geodetic Survey in December 1998..
 TU2239.The horizontal coordinates are valid at the epoch date displayed above.
 TU2239.The epoch date for horizontal control is a decimal equivalence
 TU2239.of Year/Month/Day.
 TU2239
 TU2239.The orthometric height was determined by vertical angle observations.
 TU2239
 TU2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2239
 TU2239.The geoid height was determined by GEOID03.
 TU2239
 TU2239;                    North         East     Units Scale Factor Converg.
 TU2239;SPC HI 1     -    87,506.862   548,210.542   MT  0.99999538   +0 09 15.7
 TU2239;UTM  05      - 2,171,076.057   286,027.665   MT  1.00016594   -0 41 07.8
 TU2239
 TU2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2239!SPC HI 1     -   0.99998074  x   0.99999538  =   0.99997612
 TU2239!UTM  05      -   0.99998074  x   1.00016594  =   1.00014668
 TU2239
 TU2239|---------------------------------------------------------------------|
 TU2239| PID    Reference Object                     Distance      Geod. Az  |
 TU2239|                                                           dddmmss.s |
 TU2239| CN6189 VR 1 6 RM 2                           7.910 METERS 08704     |
 TU2239| TU2269 KEAAU                               APPROX. 1.7 KM 2144746.1 |
 TU2239| TU2238 VR 1 6 HIDT A PT 1977                21.297 METERS 22958     |
 TU2239| CN6188 VR 1 6 RM 1                           8.970 METERS 32552     |
 TU2239|---------------------------------------------------------------------|
 TU2239
 TU2239                          SUPERSEDED SURVEY CONTROL
 TU2239
 TU2239  NAD 83(1986)-  19 37 23.83271(N)    155 02 25.37848(W) AD(       ) 2
 TU2239  OLD HI      -  19 37 34.75144(N)    155 02 35.34871(W) AD(       ) 2
 TU2239
 TU2239.Superseded values are not recommended for survey control.
 TU2239.NGS no longer adjusts projects to the OLD HI datum.
 TU2239.See file dsdata.txt to determine how the superseded data were derived.
 TU2239
 TU2239_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8602871076(NAD 83)
 TU2239_MARKER: Z = SEE DESCRIPTION
 TU2239_SETTING: 0 = UNSPECIFIED SETTING
 TU2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2239+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 TU2239
 TU2239  HISTORY     - Date     Condition        Report By
 TU2239  HISTORY     - 1977     MONUMENTED       HIDT
 TU2239  HISTORY     - 20051010 GOOD             USPSQD
 TU2239
 TU2239                          STATION DESCRIPTION
 TU2239
 TU2239'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1977 (LAC)
 TU2239'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF HILO ON
 TU2239'THE WEST EDGE OF KEAAU AT THE JUNCTION OF STATE HIGHWAYS 11 AND 13.
 TU2239'
 TU2239'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2239'19 IN HILO, GO SOUTH ON HIGHWAY 11 FOR 7.5 MILES TO THE JUNCTION
 TU2239'OF STATE HIGHWAY 13 AND HIGHWAY 11.  TURN LEFT AND GO ABOUT 100
 TU2239'FEET TO THE STATION SITE ON THE LEFT NEAR THE CENTER OF A TRAFFIC
 TU2239'ISLAND.
 TU2239'
 TU2239'THE STATION MARKS ARE STATE OF HAWAII SURVEY DISKS STAMPED VR
 TU2239'1-6 1977.  THE SURFACE DISK IS SET IN A ROUND CONCRETE POST 0.4
 TU2239'FOOT BELOW THE GROUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 TU2239'MASS OF CONCRETE ABOUT 4 FEET BELOW THE GROUND.  THEY ARE 23.2
 TU2239'FEET SOUTH OF A ROAD, 16.8 FEET NORTH OF A ROAD, 14 FEET SOUTH OF
 TU2239'A CURB AND 14.2 FEET NORTHWEST OF A LIGHTPOLE.
 TU2239'
 TU2239'REFERENCE MARK 1, STAMPED 1, IS A RAILROAD SPIKE WITH A PUNCH HOLE
 TU2239'MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN A CURB, 33.5 FEET
 TU2239'EAST OF THE WEST END OF THE CURB AND 9 FEET SOUTH OF THE ROAD.
 TU2239'
 TU2239'REFERENCE MARK 2, STAMPED 2, IS A RAILROAD SPIKE WITH A PUNCH
 TU2239'HOLE MARKING THE CENTER, CEMENTED IN A DRILL HOLE IN A CURB, 14.4
 TU2239'FEET NORTHEAST OF A LIGHTPOLE AND 7 FEET SOUTH OF THE ROAD.
 TU2239'
 TU2239'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2239'
 TU2239'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2239'AT THE WEST EDGE OF KEAAU.
 TU2239
 TU2239                          STATION RECOVERY (2005)
 TU2239
 TU2239'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 TU2239'PICTURE 1153
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2351 ***********************************************************************
 TU2351  DESIGNATION -  VR 1 8
 TU2351  PID         -  TU2351
 TU2351  STATE/COUNTY-  HI/HAWAII
 TU2351  USGS QUAD   -  VOLCANO (1997)
 TU2351
 TU2351                         *CURRENT SURVEY CONTROL
 TU2351  ___________________________________________________________________
 TU2351* NAD 83(1993)-  19 29 26.72835(N)    155 08 58.19412(W)     ADJUSTED  
 TU2351* LOCAL TIDAL -       698.5    (meters)    2292.     (feet)  VERT ANG  
 TU2351  ___________________________________________________________________
 TU2351  EPOCH DATE  -        1993.62
 TU2351  LAPLACE CORR-         -17.20  (seconds)                    DEFLEC99
 TU2351  GEOID HEIGHT-          20.54  (meters)                     GEOID03
 TU2351
 TU2351  HORZ ORDER  -  SECOND
 TU2351
 TU2351.The horizontal coordinates were established by classical geodetic methods
 TU2351.and adjusted by the National Geodetic Survey in December 1998..
 TU2351.The horizontal coordinates are valid at the epoch date displayed above.
 TU2351.The epoch date for horizontal control is a decimal equivalence
 TU2351.of Year/Month/Day.
 TU2351
 TU2351.The orthometric height was determined by vertical angle observations.
 TU2351
 TU2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2351
 TU2351.The geoid height was determined by GEOID03.
 TU2351
 TU2351;                    North         East     Units Scale Factor Converg.
 TU2351;SPC HI 1     -    72,808.093   536,794.435   MT  0.99998339   +0 07 01.0
 TU2351;UTM  05      - 2,156,542.626   274,395.601   MT  1.00022917   -0 43 03.0
 TU2351
 TU2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2351!SPC HI 1     -   0.99988698  x   0.99998339  =   0.99987037
 TU2351!UTM  05      -   0.99988698  x   1.00022917  =   1.00011613
 TU2351
 TU2351|---------------------------------------------------------------------|
 TU2351| PID    Reference Object                     Distance      Geod. Az  |
 TU2351|                                                           dddmmss.s |
 TU2351| CN6190 VR 1 8 RM 1                          15.028 METERS 03820     |
 TU2351| CN6191 VR 1 8 RM 2                          22.554 METERS 19937     |
 TU2351| TU2279 KULANI                              APPROX.16.0 KM 2815156.5 |
 TU2351| TU2352 VR 1 8 HIDT A PT 1978                14.455 METERS 33850     |
 TU2351|---------------------------------------------------------------------|
 TU2351
 TU2351                          SUPERSEDED SURVEY CONTROL
 TU2351
 TU2351  NAD 83(1986)-  19 29 26.70115(N)    155 08 58.22894(W) AD(       ) 2
 TU2351  OLD HI      -  19 29 37.59512(N)    155 09 08.21523(W) AD(       ) 2
 TU2351
 TU2351.Superseded values are not recommended for survey control.
 TU2351.NGS no longer adjusts projects to the OLD HI datum.
 TU2351.See file dsdata.txt to determine how the superseded data were derived.
 TU2351
 TU2351_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7439656543(NAD 83)
 TU2351_MARKER: Z = SEE DESCRIPTION
 TU2351_SETTING: 0 = UNSPECIFIED SETTING
 TU2351
 TU2351  HISTORY     - Date     Condition        Report By
 TU2351  HISTORY     - 1978     MONUMENTED       HIDT
 TU2351
 TU2351                          STATION DESCRIPTION
 TU2351
 TU2351'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1978 (LAC)
 TU2351'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF MOUNTAIN VIEW
 TU2351'AND IS ON STATE PROPERTY.
 TU2351'
 TU2351'THE STATION MARKS ARE STATE OF HAWAII SURVEY DISKS STAMPED VR 1-8
 TU2351'1977.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 TU2351'CONCRETE POST THAT IS 5 INCHES BELOW THE GROUND SURFACE ON THE
 TU2351'SHOULDER OF THE ROAD IN ASPHALT.  IT IS 67.5 FEET NORTH OF POWER
 TU2351'POLE NUMBER 117, 19.5 FEET SOUTHEAST OF THE CENTER OF STATE
 TU2351'HIGHWAY 11 AND 19.5 FEET NORTHWEST OF A WIRE FENCE.  THE
 TU2351'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 TU2351'CONCRETE THAT IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 TU2351'
 TU2351'REFERENCE MARK 1 IS A 1/2 INCH IRON PIPE, CEMENTED IN A ROUND
 TU2351'MASS OF CONCRETE, WITH THE LETTERS 18A INSCRIBED IN THE CEMENT AND
 TU2351'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 24
 TU2351'FEET SOUTHEAST OF THE CENTER OF STATE HIGHWAY 11 AND 15.8 FEET
 TU2351'NORTHWEST OF THE WIRE FENCE.
 TU2351'
 TU2351'REFERENCE MARK 2 IS A RAILROAD SPIKE STAMPED NO 2 ON TOP OF THE
 TU2351'SPIKE WITH A PUNCH HOLE IN THE CENTER AND IS CEMENTED IN A DRILL
 TU2351'HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS ABOUT 1 FOOT ABOVE THE
 TU2351'SURFACE OF THE GROUND.  IT IS 39 FEET SOUTHEAST OF THE CENTER OF
 TU2351'STATE HIGHWAY 11, 6.5 FEET SOUTH OF POWER POLE NUMBER 117, 0.5
 TU2351'FEET NORTHWEST OF THE WIRE FENCE AND ABOUT 3 FEET ABOVE THE
 TU2351'LEVEL OF THE HIGHWAY.
 TU2351'
 TU2351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2351'ABOUT 5 MILES SOUTHWEST OF MOUNTAIN VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2271 ***********************************************************************
 TU2271  DESIGNATION -  VR 1 8A
 TU2271  PID         -  TU2271
 TU2271  STATE/COUNTY-  HI/HAWAII
 TU2271  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU2271
 TU2271                         *CURRENT SURVEY CONTROL
 TU2271  ___________________________________________________________________
 TU2271* NAD 83(1993)-  19 33 10.38332(N)    155 06 18.99418(W)     ADJUSTED  
 TU2271* LOCAL TIDAL -       443.2    (meters)    1454.     (feet)  VERT ANG  
 TU2271  ___________________________________________________________________
 TU2271  EPOCH DATE  -        1993.62
 TU2271  LAPLACE CORR-         -17.52  (seconds)                    DEFLEC99
 TU2271  GEOID HEIGHT-          19.60  (meters)                     GEOID03
 TU2271
 TU2271  HORZ ORDER  -  SECOND
 TU2271
 TU2271.The horizontal coordinates were established by classical geodetic methods
 TU2271.and adjusted by the National Geodetic Survey in December 1998..
 TU2271.The horizontal coordinates are valid at the epoch date displayed above.
 TU2271.The epoch date for horizontal control is a decimal equivalence
 TU2271.of Year/Month/Day.
 TU2271
 TU2271.The orthometric height was determined by vertical angle observations.
 TU2271
 TU2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2271
 TU2271.The geoid height was determined by GEOID03.
 TU2271
 TU2271;                    North         East     Units Scale Factor Converg.
 TU2271;SPC HI 1     -    79,695.354   541,420.950   MT  0.99998787   +0 07 55.6
 TU2271;UTM  05      - 2,163,363.247   279,123.166   MT  1.00020307   -0 42 17.5
 TU2271
 TU2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2271!SPC HI 1     -   0.99992725  x   0.99998787  =   0.99991513
 TU2271!UTM  05      -   0.99992725  x   1.00020307  =   1.00013031
 TU2271
 TU2271|---------------------------------------------------------------------|
 TU2271| PID    Reference Object                     Distance      Geod. Az  |
 TU2271|                                                           dddmmss.s |
 TU2271| CN6192 VR 1 8A RM 1                          6.313 METERS 05937     |
 TU2271| CN6193 VR 1 8A RM 2                         11.188 METERS 06842     |
 TU2271| TU2272 VR 1 8A HIDT A PT 1978                5.985 METERS 08002     |
 TU2271| TU2279 KULANI                              APPROX.20.6 KM 2600116.2 |
 TU2271|---------------------------------------------------------------------|
 TU2271
 TU2271                          SUPERSEDED SURVEY CONTROL
 TU2271
 TU2271  NAD 83(1986)-  19 33 10.35218(N)    155 06 19.02562(W) AD(       ) 2
 TU2271  OLD HI      -  19 33 21.25849(N)    155 06 29.00615(W) AD(       ) 2
 TU2271
 TU2271.Superseded values are not recommended for survey control.
 TU2271.NGS no longer adjusts projects to the OLD HI datum.
 TU2271.See file dsdata.txt to determine how the superseded data were derived.
 TU2271
 TU2271_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7912363363(NAD 83)
 TU2271_MARKER: Z = SEE DESCRIPTION
 TU2271_SETTING: 0 = UNSPECIFIED SETTING
 TU2271
 TU2271  HISTORY     - Date     Condition        Report By
 TU2271  HISTORY     - 1978     MONUMENTED       HIDT
 TU2271
 TU2271                          STATION DESCRIPTION
 TU2271
 TU2271'DESCRIBED BY HAWAII DEPARTMENT OF TRANSPORTATION 1978 (LAC)
 TU2271'THE STATION IS LOCATED IN MOUNTAIN VIEW AND IS ON STATE PROPERTY.
 TU2271'
 TU2271'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAIN VIEW, GO
 TU2271'NORTHERLY ON STATE HIGHWAY 11 FOR 0.35 MILE TO A SIDE ROAD LEFT
 TU2271'AND THE STATION ON THE LEFT.
 TU2271'
 TU2271'THE STATION MARKS ARE STATE OF HAWAII SURVEY DISKS STAMPED
 TU2271'VR 1-8A 1977.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 TU2271'ROUND CONCRETE POST THAT IS 5 INCHES BELOW THE GROUND SURFACE.  IT
 TU2271'IS 39 FEET NORTH-NORTHEAST OF THE CENTER OF NORTH LUAKO ROAD,
 TU2271'34 FEET WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 11 AND 29
 TU2271'FEET SOUTH-SOUTHEAST OF A POWER POLE.  THE UNDERGROUND DISK IS
 TU2271'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT
 TU2271'48 INCHES BELOW THE GROUND SURFACE.
 TU2271'
 TU2271'REFERENCE MARK 1 IS A 1/2 INCH IRON PIPE, CEMENTED IN A ROUND
 TU2271'MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 TU2271'59 FEET NORTHEAST OF THE CENTER OF NORTH LUAKO ROAD, 33 FEET
 TU2271'EAST-SOUTHEAST OF THE POWER POLE AND 28 FEET WEST-NORTHWEST OF
 TU2271'THE CENTER OF STATE HIGHWAY 11.
 TU2271'
 TU2271'REFERENCE MARK 2 IS A 1/2 INCH IRON PIPE, SET IN ASPHALT ON THE
 TU2271'SHOULDER OF THE ROAD AND FLUSH WITH THE GROUND.  IT IS 72 FEET
 TU2271'NORTH-NORTHEAST OF THE CENTER OF NORTH LUAKO ROAD, 46.5 FEET
 TU2271'EAST OF THE POWER POLE AND 18 FEET WEST-NORTHWEST OF THE CENTER OF
 TU2271'STATE HIGHWAY 11.
 TU2271'
 TU2271'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2271'
 TU2271'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2271'IN MOUNTAIN VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0065 ***********************************************************************
 TU0065  DESIGNATION -  W 1 RESET 1948
 TU0065  PID         -  TU0065
 TU0065  STATE/COUNTY-  HI/HAWAII
 TU0065  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0065
 TU0065                         *CURRENT SURVEY CONTROL
 TU0065  ___________________________________________________________________
 TU0065* NAD 83(1986)-  19 32 51.     (N)    155 06 39.     (W)     SCALED    
 TU0065* LOCAL TIDAL -       466.454  (meters)    1530.36   (feet)  ADJ UNCH  
 TU0065  ___________________________________________________________________
 TU0065  GEOID HEIGHT-          19.74  (meters)                     GEOID03
 TU0065
 TU0065  VERT ORDER  -  FIRST     CLASS I
 TU0065
 TU0065.The horizontal coordinates were scaled from a topographic map and have
 TU0065.an estimated accuracy of +/- 6 seconds.
 TU0065
 TU0065.The orthometric height was key entered from printed documents
 TU0065.and not key verified.
 TU0065
 TU0065.The geoid height was determined by GEOID03.
 TU0065
 TU0065;                    North         East    Units  Estimated Accuracy
 TU0065;SPC HI 1     -    79,100.      540,840.      MT  (+/- 180 meters Scaled)
 TU0065
 TU0065                          SUPERSEDED SURVEY CONTROL
 TU0065
 TU0065.No superseded survey control is available for this station.
 TU0065
 TU0065_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB785627(NAD 83)
 TU0065_MARKER: DB = BENCH MARK DISK
 TU0065_SETTING: 0 = UNSPECIFIED SETTING
 TU0065_STAMPING: W 1 RESET 1948
 TU0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0065
 TU0065  HISTORY     - Date     Condition        Report By
 TU0065  HISTORY     - 1948     MONUMENTED       CGS
 TU0065  HISTORY     - 1975     GOOD             NGS
 TU0065
 TU0065                          STATION DESCRIPTION
 TU0065
 TU0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0065'0.20 MI SW FROM MOUNTAIN VIEW.
 TU0065'0.20 MILE SOUTHWEST ALONG STATE HIGHWAY FROM THE POST OFFICE AT
 TU0065'MOUNTAIN VIEW, OPPOSITE A CUT ON THE NORTHWEST SIDE OF THE ROAD AND IN
 TU0065'THE SOUTHWEST END OF THE LAWN AT A GREEN WOOD FRAME HOUSE, 40.0 FEET
 TU0065'SOUTHEAST OF CENTERLINE OF ST. HWY. 11, 13.0 FEET NORTHEAST OF
 TU0065'CENTERLINE OF DRIVEWAY, 34.0 FEET WEST OF THE WEST CORNER POST OF THE
 TU0065'CARPORT, 3.6 FEET EAST OF A SHRUB TREE, AND 2 INCHES BELOW GROUND
 TU0065'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0353 ***********************************************************************
 TU0353  DESIGNATION -  W 11
 TU0353  PID         -  TU0353
 TU0353  STATE/COUNTY-  HI/HONOLULU
 TU0353  USGS QUAD   -  KOKO HEAD (1983)
 TU0353
 TU0353                         *CURRENT SURVEY CONTROL
 TU0353  ___________________________________________________________________
 TU0353* NAD 83(1986)-  21 20 26.     (N)    157 42 16.     (W)     SCALED    
 TU0353* LOCAL TIDAL -         4.411  (meters)      14.47   (feet)  ADJ UNCH  
 TU0353  ___________________________________________________________________
 TU0353  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU0353
 TU0353  VERT ORDER  -  FIRST     CLASS II
 TU0353
 TU0353.The horizontal coordinates were scaled from a topographic map and have
 TU0353.an estimated accuracy of +/- 6 seconds.
 TU0353
 TU0353.The orthometric height was key entered from printed documents
 TU0353.and not key verified.
 TU0353
 TU0353.The geoid height was determined by GEOID03.
 TU0353
 TU0353;                    North         East    Units  Estimated Accuracy
 TU0353;SPC HI 3     -    19,280.      530,660.      MT  (+/- 180 meters Scaled)
 TU0353
 TU0353                          SUPERSEDED SURVEY CONTROL
 TU0353
 TU0353.No superseded survey control is available for this station.
 TU0353
 TU0353_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ343603(NAD 83)
 TU0353_MARKER: DB = BENCH MARK DISK
 TU0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0353_SP_SET: FOUNDATION
 TU0353_STAMPING: W 11 1969
 TU0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0353
 TU0353  HISTORY     - Date     Condition        Report By
 TU0353  HISTORY     - 1969     MONUMENTED       CGS
 TU0353
 TU0353                          STATION DESCRIPTION
 TU0353
 TU0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0353'0.7 MI NW FROM WAIMANALO.
 TU0353'0.7 MILE NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0353'WAIMANALO, AT THE INTERSECTION OF ALOILOI STREET, IN THE WEST CORNER
 TU0353'OF THE CONCRETE FOUNDATION OF A 3.7- BY 2.2-FOOT METAL WATER METER
 TU0353'WITH TWO 7-INCH MANHOLE COVERS, 44.6 FEET SOUTHWEST OF THE CENTER LINE
 TU0353'OF THE HIGHWAY, 57.9 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET,
 TU0353'4.0 FEET SOUTHEAST OF A 12-INCH CONCRETE FORM WITH A CONCRETE COVER,
 TU0353'33.7 FEET NORTHWEST OF A 6-INCH IRON POST PROJECTING ABOUT 4 FEET, 1.8
 TU0353'FEET NORTHEAST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 TU0353'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0608 ***********************************************************************
 TU0608  DESIGNATION -  W 13
 TU0608  PID         -  TU0608
 TU0608  STATE/COUNTY-  HI/HONOLULU
 TU0608  USGS QUAD   -  WAIANAE (1983)
 TU0608
 TU0608                         *CURRENT SURVEY CONTROL
 TU0608  ___________________________________________________________________
 TU0608* NAD 83(1986)-  21 26 27.     (N)    158 11 12.     (W)     SCALED    
 TU0608* LOCAL TIDAL -         3.705  (meters)      12.16   (feet)  ADJ UNCH  
 TU0608  ___________________________________________________________________
 TU0608  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU0608
 TU0608  VERT ORDER  -  FIRST     CLASS II
 TU0608
 TU0608.The horizontal coordinates were scaled from a topographic map and have
 TU0608.an estimated accuracy of +/- 6 seconds.
 TU0608
 TU0608.The orthometric height was key entered from printed documents
 TU0608.and not key verified.
 TU0608
 TU0608.The geoid height was determined by GEOID03.
 TU0608
 TU0608;                    North         East    Units  Estimated Accuracy
 TU0608;SPC HI 3     -    30,370.      480,650.      MT  (+/- 180 meters Scaled)
 TU0608
 TU0608                          SUPERSEDED SURVEY CONTROL
 TU0608
 TU0608.No superseded survey control is available for this station.
 TU0608
 TU0608_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ842711(NAD 83)
 TU0608_MARKER: DB = BENCH MARK DISK
 TU0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0608_SP_SET: CULVERT
 TU0608_STAMPING: W 13 1969
 TU0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0608
 TU0608  HISTORY     - Date     Condition        Report By
 TU0608  HISTORY     - 1969     MONUMENTED       CGS
 TU0608
 TU0608                          STATION DESCRIPTION
 TU0608
 TU0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0608'IN WAIANAE.
 TU0608'AT WAIANAE, ALONG STATE HIGHWAY 90, 18.2 FEET SOUTHEAST OF THE
 TU0608'SOUTHEAST CORNER OF THE POST OFFICE, IN THE TOP OF THE EAST CORNER OF
 TU0608'THE NORTH CONCRETE WING WALL OF CULVERT FOR A DRAINAGE CANAL, 35.4
 TU0608'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.3 FEET EAST OF THE WEST
 TU0608'END OF THE WINGWALL, 1.3 FEET WEST OF THE EAST EDGE OF A HEAD WALL,
 TU0608'18.6 FEET NORTH OF TELEPHONE POLE 233, 1.1 FEET SOUTH OF THE NORTH 7-
 TU0608'BY 7-INCH WOODEN POST OF A WOODEN GUARDRAIL, AND ABOUT LEVEL WITH THE
 TU0608'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0642 ***********************************************************************
 TU0642  DESIGNATION -  W 14
 TU0642  PID         -  TU0642
 TU0642  STATE/COUNTY-  HI/HONOLULU
 TU0642  USGS QUAD   -  WAIPAHU (1983)
 TU0642
 TU0642                         *CURRENT SURVEY CONTROL
 TU0642  ___________________________________________________________________
 TU0642* NAD 83(1986)-  21 24 33.     (N)    157 59 55.     (W)     SCALED    
 TU0642* LOCAL TIDAL -        91.059  (meters)     298.75   (feet)  ADJ UNCH  
 TU0642  ___________________________________________________________________
 TU0642  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU0642
 TU0642  VERT ORDER  -  FIRST     CLASS II
 TU0642
 TU0642.The horizontal coordinates were scaled from a topographic map and have
 TU0642.an estimated accuracy of +/- 6 seconds.
 TU0642
 TU0642.The orthometric height was key entered from printed documents
 TU0642.and not key verified.
 TU0642
 TU0642.The geoid height was determined by GEOID03.
 TU0642
 TU0642;                    North         East    Units  Estimated Accuracy
 TU0642;SPC HI 3     -    26,850.      500,140.      MT  (+/- 180 meters Scaled)
 TU0642
 TU0642                          SUPERSEDED SURVEY CONTROL
 TU0642
 TU0642.No superseded survey control is available for this station.
 TU0642
 TU0642_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ037677(NAD 83)
 TU0642_MARKER: DB = BENCH MARK DISK
 TU0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0642_STAMPING: W 14 1969
 TU0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0642+STABILITY: SURFACE MOTION
 TU0642
 TU0642  HISTORY     - Date     Condition        Report By
 TU0642  HISTORY     - 1969     MONUMENTED       CGS
 TU0642  HISTORY     - 19951019 MARK NOT FOUND   USPSQD
 TU0642
 TU0642                          STATION DESCRIPTION
 TU0642
 TU0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0642'2.45 MI NW FROM PEARL CITY.
 TU0642'0.6 MILE WEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF WAIMANO
 TU0642'HOME ROAD AT PEARL CITY, THENCE 1.85 MILES NORTHWEST ALONG STATE
 TU0642'HIGHWAY 99, ALONG THE NORTHEAST SIDE OF A SMALL GRAVEL TURNOUT, 33.0
 TU0642'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.3 FEET NORTHWEST
 TU0642'OF A 48-INCH TREE, 2.4 FEET SOUTHEAST OF A WITNESS POST, 81.5 FEET
 TU0642'SOUTHEAST OF THE SOUTHEAST ONE OF A GROUP OF THREE TREES ALONG THE
 TU0642'NORTHEAST SIDE OF THE HIGHWAY, ABOUT 1 FOOT LOWER THAN THE HIGHWAY,
 TU0642'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 TU0642
 TU0642                          STATION RECOVERY (1995)
 TU0642
 TU0642'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0512 ***********************************************************************
 TU0512  DESIGNATION -  W 15
 TU0512  PID         -  TU0512
 TU0512  STATE/COUNTY-  HI/HONOLULU
 TU0512  USGS QUAD   -  KAHUKU (1983)
 TU0512
 TU0512                         *CURRENT SURVEY CONTROL
 TU0512  ___________________________________________________________________
 TU0512* NAD 83(1986)-  21 41 43.     (N)    158 00 35.     (W)     SCALED    
 TU0512* LOCAL TIDAL -         2.883  (meters)       9.46   (feet)  ADJ UNCH  
 TU0512  ___________________________________________________________________
 TU0512  GEOID HEIGHT-          13.24  (meters)                     GEOID03
 TU0512
 TU0512  VERT ORDER  -  FIRST     CLASS II
 TU0512
 TU0512.The horizontal coordinates were scaled from a topographic map and have
 TU0512.an estimated accuracy of +/- 6 seconds.
 TU0512
 TU0512.The orthometric height was key entered from printed documents
 TU0512.and not key verified.
 TU0512
 TU0512.The geoid height was determined by GEOID03.
 TU0512
 TU0512;                    North         East    Units  Estimated Accuracy
 TU0512;SPC HI 3     -    58,530.      498,990.      MT  (+/- 180 meters Scaled)
 TU0512
 TU0512                          SUPERSEDED SURVEY CONTROL
 TU0512
 TU0512.No superseded survey control is available for this station.
 TU0512
 TU0512_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ024994(NAD 83)
 TU0512_MARKER: DB = BENCH MARK DISK
 TU0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0512_SP_SET: BRIDGE
 TU0512_STAMPING: W 15 1969
 TU0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0512+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 TU0512
 TU0512  HISTORY     - Date     Condition        Report By
 TU0512  HISTORY     - 1969     MONUMENTED       CGS
 TU0512  HISTORY     - 20050607 GOOD             TERRSV
 TU0512
 TU0512                          STATION DESCRIPTION
 TU0512
 TU0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0512'4.5 MI NW FROM KAHUKU.
 TU0512'4.5 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0512'COMPANY HEADQUARTERS AT KAHUKU, IN THE NORTH END OF THE WEST CONCRETE
 TU0512'WING WALL OF A BRIDGE OVER KAWELA STREAM, 15.0 FEET NORTH OF THE
 TU0512'CENTER LINE OF THE HIGHWAY, 1.2 FEET NORTH OF THE NORTH CONCRETE
 TU0512'BANISTER OF THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
 TU0512
 TU0512                          STATION RECOVERY (2005)
 TU0512
 TU0512'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 TU0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0402 ***********************************************************************
 TU0402  DESIGNATION -  W 2
 TU0402  PID         -  TU0402
 TU0402  STATE/COUNTY-  HI/HONOLULU
 TU0402  USGS QUAD   -  HONOLULU (1983)
 TU0402
 TU0402                         *CURRENT SURVEY CONTROL
 TU0402  ___________________________________________________________________
 TU0402* NAD 83(1986)-  21 22 01.     (N)    157 47 35.     (W)     SCALED    
 TU0402* LOCAL TIDAL -       360.691  (meters)    1183.37   (feet)  ADJ UNCH  
 TU0402  ___________________________________________________________________
 TU0402  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0402
 TU0402  VERT ORDER  -  FIRST     CLASS II
 TU0402
 TU0402.The horizontal coordinates were scaled from a topographic map and have
 TU0402.an estimated accuracy of +/- 6 seconds.
 TU0402
 TU0402.The orthometric height was key entered from printed documents
 TU0402.and not key verified.
 TU0402
 TU0402.The geoid height was determined by GEOID03.
 TU0402
 TU0402;                    North         East    Units  Estimated Accuracy
 TU0402;SPC HI 3     -    22,190.      521,460.      MT  (+/- 180 meters Scaled)
 TU0402
 TU0402                          SUPERSEDED SURVEY CONTROL
 TU0402
 TU0402.No superseded survey control is available for this station.
 TU0402
 TU0402_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ251632(NAD 83)
 TU0402_MARKER: DB = BENCH MARK DISK
 TU0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0402_SP_SET: TUNNEL
 TU0402_STAMPING: W 2
 TU0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0402
 TU0402  HISTORY     - Date     Condition        Report By
 TU0402  HISTORY     - UNK      MONUMENTED       CGS
 TU0402  HISTORY     - 1962     GOOD             NGS
 TU0402  HISTORY     - 1969     GOOD             NGS
 TU0402
 TU0402                          STATION DESCRIPTION
 TU0402
 TU0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0402'6.3 MI NE FROM HONOLULU.
 TU0402'6.3 MILES NORTHEAST ALONG THE NUUANU PALI HIGHWAY FROM THE FEDERAL
 TU0402'BUILDING IN HONOLULU, AT THE OBSERVATION POINT AT SUMMIT OF NUUANU
 TU0402'PALI DRIVE, NEAR FOOT OF CLIFF ON SOUTHEAST SIDE OF THE HARD-SURFACED
 TU0402'PARKING AREA, 2.7 FEET SOUTHEAST OF THE END OF A WHITE, TIMBER,
 TU0402'GUARD-RAIL, 20 FEET SOUTHEAST OF SOUTH GATE-POST OF A CHAIN GATE ON
 TU0402'OLD ROAD, 13 FEET NORTHWEST OF A HISTORICAL TABLET THAT IS COVERED
 TU0402'WITH A METAL GRATING AND MOUNTED ON THE BACK WALL OF A SHALLOW TUNNEL
 TU0402'IN THE CLIFF FACE, 30 YARDS SOUTHEAST OF BENCH MARK X 2, AND CEMENTED
 TU0402'IN A DRILL HOLE IN BEDROCK NEAR NORTH SIDE OF THE TUNNEL MOUTH.
 TU0402
 TU0402                          STATION RECOVERY (1969)
 TU0402
 TU0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0086 ***********************************************************************
 TU0086  DESIGNATION -  W 20
 TU0086  PID         -  TU0086
 TU0086  STATE/COUNTY-  HI/HAWAII
 TU0086  USGS QUAD   -  VOLCANO (1997)
 TU0086
 TU0086                         *CURRENT SURVEY CONTROL
 TU0086  ___________________________________________________________________
 TU0086* NAD 83(1986)-  19 27 04.     (N)    155 11 28.     (W)     SCALED    
 TU0086* LOCAL TIDAL -       913.752  (meters)    2997.87   (feet)  ADJ UNCH  
 TU0086  ___________________________________________________________________
 TU0086  GEOID HEIGHT-          21.26  (meters)                     GEOID03
 TU0086
 TU0086  VERT ORDER  -  FIRST     CLASS I
 TU0086
 TU0086.The horizontal coordinates were scaled from a topographic map and have
 TU0086.an estimated accuracy of +/- 6 seconds.
 TU0086
 TU0086.The orthometric height was key entered from printed documents
 TU0086.and not key verified.
 TU0086
 TU0086.The geoid height was determined by GEOID03.
 TU0086
 TU0086;                    North         East    Units  Estimated Accuracy
 TU0086;SPC HI 1     -    68,410.      532,430.      MT  (+/- 180 meters Scaled)
 TU0086
 TU0086                          SUPERSEDED SURVEY CONTROL
 TU0086
 TU0086.No superseded survey control is available for this station.
 TU0086
 TU0086_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB699522(NAD 83)
 TU0086_MARKER: DB = BENCH MARK DISK
 TU0086_SETTING: 66 = SET IN ROCK OUTCROP
 TU0086_SP_SET: BEDROCK
 TU0086_STAMPING: W 20 1975
 TU0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0086+STABILITY: POSITION/ELEVATION WELL
 TU0086
 TU0086  HISTORY     - Date     Condition        Report By
 TU0086  HISTORY     - 1975     MONUMENTED       NGS
 TU0086  HISTORY     - 1980     GOOD             USGS
 TU0086
 TU0086                          STATION DESCRIPTION
 TU0086
 TU0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0086'3.05 MI NE FROM VOLCANO.
 TU0086'0.25 MILES NORTHEAST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0086'POST OFFICE IN VOLCANO, THENCE 0.05 MILES SOUTHEAST ALONG WRIGHT ROAD,
 TU0086'THENCE 2.75 MILES NORTHEAST ALONG STATE HIGHWAY 11.  0.05 MILES
 TU0086'NORTHEAST OF A PAVED SIDEROAD SOUTHEAST.  SET IN THE TOP OF LAVA
 TU0086'BEDROCK ON THE RIGHT SIDE OF THE HIGHWAY.  0.30 MILES SOUTHWEST OF
 TU0086'M.P. 25.  132.0 FEET EAST OF AND ACROSS STATE HIGHWAY 11 FROM THE 3000
 TU0086'FOOT ELEVATION SIGN.  29.0 FEET SOUTHEAST OF THE CENTERLINE OF STATE
 TU0086'HIGHWAY 11.  4.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 TU0086
 TU0086                          STATION RECOVERY (1980)
 TU0086
 TU0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 TU0086'ADDITIONAL REFERENCE - 0.55 MILES NE ALONG THE OLD HIGHWAY FROM THE
 TU0086'VOLCANO POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0120 ***********************************************************************
 TU0120  DESIGNATION -  W 21
 TU0120  PID         -  TU0120
 TU0120  STATE/COUNTY-  HI/HAWAII
 TU0120  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0120
 TU0120                         *CURRENT SURVEY CONTROL
 TU0120  ___________________________________________________________________
 TU0120* NAD 83(1986)-  19 27 30.     (N)    155 20 27.     (W)     SCALED    
 TU0120* LOCAL TIDAL -      1484.217  (meters)    4869.47   (feet)  ADJ UNCH  
 TU0120  ___________________________________________________________________
 TU0120  GEOID HEIGHT-          24.50  (meters)                     GEOID03
 TU0120
 TU0120  VERT ORDER  -  FIRST     CLASS I
 TU0120
 TU0120.The horizontal coordinates were scaled from a topographic map and have
 TU0120.an estimated accuracy of +/- 6 seconds.
 TU0120
 TU0120.The orthometric height was key entered from printed documents
 TU0120.and not key verified.
 TU0120
 TU0120.The geoid height was determined by GEOID03.
 TU0120
 TU0120;                    North         East    Units  Estimated Accuracy
 TU0120;SPC HI 1     -    69,190.      516,710.      MT  (+/- 180 meters Scaled)
 TU0120
 TU0120                          SUPERSEDED SURVEY CONTROL
 TU0120
 TU0120.No superseded survey control is available for this station.
 TU0120
 TU0120_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB542532(NAD 83)
 TU0120_MARKER: DB = BENCH MARK DISK
 TU0120_SETTING: 66 = SET IN ROCK OUTCROP
 TU0120_SP_SET: BEDROCK
 TU0120_STAMPING: W 21 1975
 TU0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0120+STABILITY: POSITION/ELEVATION WELL
 TU0120
 TU0120  HISTORY     - Date     Condition        Report By
 TU0120  HISTORY     - 1975     MONUMENTED       NGS
 TU0120
 TU0120                          STATION DESCRIPTION
 TU0120
 TU0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0120'10.05 MI SW FROM VOLCANO.
 TU0120'0.80 MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0120'POST OFFICE IN VILCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0120'HIGHWAY 11, THENCE 5.95 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD. SET
 TU0120'IN EXPOSED LAVA BEDROCK NEAR THE SOUTHWEST END OF AND ON THE INSIDE OF
 TU0120'A CURVE.  9.0 FEET NORTH OF THE CENTER OF MAUNA LOA ROAD. 1.0 FOOT
 TU0120'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0870 ***********************************************************************
 TU0870  DESIGNATION -  W 22
 TU0870  PID         -  TU0870
 TU0870  STATE/COUNTY-  HI/MAUI
 TU0870  USGS QUAD   -  MAKENA (1995)
 TU0870
 TU0870                         *CURRENT SURVEY CONTROL
 TU0870  ___________________________________________________________________
 TU0870* NAD 83(1986)-  20 39 19.     (N)    156 26 33.     (W)     SCALED    
 TU0870* LOCAL TIDAL -        14.740  (meters)      48.36   (feet)  ADJUSTED  
 TU0870  ___________________________________________________________________
 TU0870  GEOID HEIGHT-          16.61  (meters)                     GEOID03
 TU0870
 TU0870  VERT ORDER  -  FIRST     CLASS I
 TU0870
 TU0870.The horizontal coordinates were scaled from a topographic map and have
 TU0870.an estimated accuracy of +/- 6 seconds.
 TU0870
 TU0870.The orthometric height was determined by differential leveling
 TU0870.and adjusted by the National Geodetic Survey in December 2003..
 TU0870
 TU0870.The geoid height was determined by GEOID03.
 TU0870
 TU0870;                    North         East    Units  Estimated Accuracy
 TU0870;SPC HI 2     -    35,660.      523,360.      MT  (+/- 180 meters Scaled)
 TU0870
 TU0870                          SUPERSEDED SURVEY CONTROL
 TU0870
 TU0870.No superseded survey control is available for this station.
 TU0870
 TU0870_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH664860(NAD 83)
 TU0870_MARKER: DV = VERTICAL CONTROL DISK
 TU0870_SETTING: 66 = SET IN ROCK OUTCROP
 TU0870_SP_SET: SET IN ROCK OUTCROP
 TU0870_STAMPING: W 22 1979
 TU0870_MARK LOGO: NGS   
 TU0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0870+STABILITY: POSITION/ELEVATION WELL
 TU0870
 TU0870  HISTORY     - Date     Condition        Report By
 TU0870  HISTORY     - 1979     MONUMENTED       NGS
 TU0870
 TU0870                          STATION DESCRIPTION
 TU0870
 TU0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0870'IN MAKENA, AT THE JUNCTION OF STATE HIGHWAY 31 AND KIHEI ROAD LEADING
 TU0870'SOUTH TO LA PEROUSE BAY, SET IN TOP OF LAVA FLOW OUTCROP, 38 FEET
 TU0870'SOUTH OF THE EXTENDED CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF A
 TU0870'UTILITY POLE, AND 12 FEET WEST OF THE ROAD LEADING SOUTH.
 TU0870'2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0910 ***********************************************************************
 TU0910  DESIGNATION -  W 23
 TU0910  PID         -  TU0910
 TU0910  STATE/COUNTY-  HI/MAUI
 TU0910  USGS QUAD   -  KILOHANA (1983)
 TU0910
 TU0910                         *CURRENT SURVEY CONTROL
 TU0910  ___________________________________________________________________
 TU0910* NAD 83(1986)-  20 47 16.     (N)    156 19 32.     (W)     SCALED    
 TU0910* LOCAL TIDAL -       711.424  (meters)    2334.06   (feet)  ADJUSTED  
 TU0910  ___________________________________________________________________
 TU0910  GEOID HEIGHT-          16.97  (meters)                     GEOID03
 TU0910
 TU0910  VERT ORDER  -  FIRST     CLASS I
 TU0910
 TU0910.The horizontal coordinates were scaled from a topographic map and have
 TU0910.an estimated accuracy of +/- 6 seconds.
 TU0910
 TU0910.The orthometric height was determined by differential leveling
 TU0910.and adjusted by the National Geodetic Survey in December 2003..
 TU0910
 TU0910.The geoid height was determined by GEOID03.
 TU0910
 TU0910;                    North         East    Units  Estimated Accuracy
 TU0910;SPC HI 2     -    50,350.      535,510.      MT  (+/- 180 meters Scaled)
 TU0910
 TU0910                          SUPERSEDED SURVEY CONTROL
 TU0910
 TU0910.No superseded survey control is available for this station.
 TU0910
 TU0910_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ784009(NAD 83)
 TU0910_MARKER: DV = VERTICAL CONTROL DISK
 TU0910_SETTING: 66 = SET IN ROCK OUTCROP
 TU0910_SP_SET: SET IN ROCK OUTCROP
 TU0910_STAMPING: W 23 1979
 TU0910_MARK LOGO: NGS   
 TU0910_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0910+STABILITY: POSITION/ELEVATION WELL
 TU0910
 TU0910  HISTORY     - Date     Condition        Report By
 TU0910  HISTORY     - 1979     MONUMENTED       NGS
 TU0910
 TU0910                          STATION DESCRIPTION
 TU0910
 TU0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0910'2.0 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE KULA ELEMENTARY SCHOOL
 TU0910'IN WAIAKOA, SET IN LAVA FLOW OUTCROP AT THE INTERSECTION OF A PRIVATE
 TU0910'ROAD LEADING WEST, 52 FEET WEST OF THE CENTER OF THE HIGHWAY, 20 FEET
 TU0910'SOUTH OF THE CENTER OF THE ROAD, AND 4 FEET EAST OF A 1 INCH WATER
 TU0910'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0681 ***********************************************************************
 TU0681  DESIGNATION -  W 245
 TU0681  PID         -  TU0681
 TU0681  STATE/COUNTY-  HI/KAUAI
 TU0681  USGS QUAD   -  KEKAHA (1983)
 TU0681
 TU0681                         *CURRENT SURVEY CONTROL
 TU0681  ___________________________________________________________________
 TU0681* NAD 83(1986)-  21 57 40.     (N)    159 40 48.     (W)     SCALED    
 TU0681* LOCAL TIDAL -         2.065  (meters)       6.77   (feet)  ADJ UNCH  
 TU0681  ___________________________________________________________________
 TU0681  GEOID HEIGHT-          16.19  (meters)                     GEOID03
 TU0681
 TU0681  VERT ORDER  -  SECOND    CLASS 0
 TU0681
 TU0681.The horizontal coordinates were scaled from a topographic map and have
 TU0681.an estimated accuracy of +/- 6 seconds.
 TU0681
 TU0681.The orthometric height was key entered from printed documents
 TU0681.and not key verified.
 TU0681
 TU0681.The geoid height was determined by GEOID03.
 TU0681
 TU0681;                    North         East    Units  Estimated Accuracy
 TU0681;SPC HI 4     -    14,160.      481,410.      MT  (+/- 180 meters Scaled)
 TU0681
 TU0681                          SUPERSEDED SURVEY CONTROL
 TU0681
 TU0681.No superseded survey control is available for this station.
 TU0681
 TU0681_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK297286(NAD 83)
 TU0681_MARKER: DB = BENCH MARK DISK
 TU0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0681_STAMPING: W 245 1964
 TU0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0681+STABILITY: SURFACE MOTION
 TU0681
 TU0681  HISTORY     - Date     Condition        Report By
 TU0681  HISTORY     - 1964     MONUMENTED       CGS
 TU0681  HISTORY     - 1966     GOOD             NGS
 TU0681  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0681
 TU0681                          STATION DESCRIPTION
 TU0681
 TU0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0681'1.0 MI W FROM WAIMEA.
 TU0681'LOCATED 1.0 MILE WEST ALONG WAIMEA RD. AND STATE HIGHWAY 50 FROM THE
 TU0681'POST OFFICE IN WAIMEA, 30 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 TU0681'2 FEET WEST OF POWER POLE NO. 19, 9 FEET SOUTH OF DITCH, 70 YARDS EAST
 TU0681'OF A ROAD JUNCTION BY POWER TRANSFORMERS ON RIGHT, WHICH IS ACROSS THE
 TU0681'HIGHWAY FROM THE MEADOW GOLD DAIRY, AND SET IN THE TOP OF A
 TU0681'10-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 10 INCHES ABOVE
 TU0681'GROUND.
 TU0681
 TU0681                          STATION RECOVERY (1981)
 TU0681
 TU0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0681'THE AREA IN WHICH IT SHOULD EXIST HAS BEEN FILLED IN BY HIGHWAY
 TU0681'CONSTRUCTION. IT IS POSSIBLE THAT MARK MAY BE BURIED IN AREA WHERE
 TU0681'WORK WAS DONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0253 ***********************************************************************
 TU0253  DESIGNATION -  W 3
 TU0253  PID         -  TU0253
 TU0253  STATE/COUNTY-  HI/HONOLULU
 TU0253  USGS QUAD   -  WAIPAHU (1983)
 TU0253
 TU0253                         *CURRENT SURVEY CONTROL
 TU0253  ___________________________________________________________________
 TU0253* NAD 83(1986)-  21 22 26.     (N)    157 56 03.     (W)     SCALED    
 TU0253* LOCAL TIDAL -         1.856  (meters)       6.09   (feet)  ADJ UNCH  
 TU0253  ___________________________________________________________________
 TU0253  GEOID HEIGHT-          15.73  (meters)                     GEOID03
 TU0253
 TU0253  VERT ORDER  -  FIRST     CLASS II
 TU0253
 TU0253.The horizontal coordinates were scaled from a topographic map and have
 TU0253.an estimated accuracy of +/- 6 seconds.
 TU0253
 TU0253.The orthometric height was key entered from printed documents
 TU0253.and not key verified.
 TU0253
 TU0253.The geoid height was determined by GEOID03.
 TU0253
 TU0253;                    North         East    Units  Estimated Accuracy
 TU0253;SPC HI 3     -    22,950.      506,830.      MT  (+/- 180 meters Scaled)
 TU0253
 TU0253                          SUPERSEDED SURVEY CONTROL
 TU0253
 TU0253.No superseded survey control is available for this station.
 TU0253
 TU0253_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ104639(NAD 83)
 TU0253_MARKER: DJ = TIDAL STATION DISK
 TU0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0253_STAMPING: W 3 1927
 TU0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0253+STABILITY: SURFACE MOTION
 TU0253
 TU0253  HISTORY     - Date     Condition        Report By
 TU0253  HISTORY     - 1927     MONUMENTED       CGS
 TU0253  HISTORY     - 1969     GOOD             NGS
 TU0253  HISTORY     - 19951018 GOOD             USPSQD
 TU0253
 TU0253                          STATION DESCRIPTION
 TU0253
 TU0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0253'3.0 MI SE FROM PEARL CITY.
 TU0253'3.0 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF
 TU0253'WAIMANO HOME ROAD AT PEARL CITY, 0.1 MILE NORTHEAST OF CINCPACFLT BOAT
 TU0253'POOL BUILDING NO. 23, 71.5 FEET SOUTHEAST OF THE CENTER DOOR OF THE
 TU0253'BUILDING, 42 FEET NORTHEAST OF POWER POLE 41, 59.5 FEET SOUTHWEST OF A
 TU0253'MESH-WIRE FENCE CORNER, 29.2 FEET NORTHWEST OF THE 5TH FENCE POST
 TU0253'SOUTHWEST OF THE FENCE CORNER, 37.4 FEET SOUTHEAST OF A CONCRETE CURB,
 TU0253'IN THE CENTER OF A LAWN AND SET IN THE TOP OF A 12-INCH-SQUARE
 TU0253'CONCRETE MONUMENT PROJECTING 0.7 FOOT ABOVE THE GROUND.
 TU0253
 TU0253                          STATION RECOVERY (1995)
 TU0253
 TU0253'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0391 ***********************************************************************
 TU0391  DESIGNATION -  W 4
 TU0391  PID         -  TU0391
 TU0391  STATE/COUNTY-  HI/HONOLULU
 TU0391  USGS QUAD   -  HONOLULU (1983)
 TU0391
 TU0391                         *CURRENT SURVEY CONTROL
 TU0391  ___________________________________________________________________
 TU0391* NAD 83(1986)-  21 19 59.     (N)    157 51 19.     (W)     SCALED    
 TU0391* LOCAL TIDAL -       113.581  (meters)     372.64   (feet)  ADJ UNCH  
 TU0391  ___________________________________________________________________
 TU0391  GEOID HEIGHT-          15.85  (meters)                     GEOID03
 TU0391
 TU0391  VERT ORDER  -  FIRST     CLASS II
 TU0391
 TU0391.The horizontal coordinates were scaled from a topographic map and have
 TU0391.an estimated accuracy of +/- 6 seconds.
 TU0391
 TU0391.The orthometric height was key entered from printed documents
 TU0391.and not key verified.
 TU0391
 TU0391.The geoid height was determined by GEOID03.
 TU0391
 TU0391;                    North         East    Units  Estimated Accuracy
 TU0391;SPC HI 3     -    18,430.      515,010.      MT  (+/- 180 meters Scaled)
 TU0391
 TU0391                          SUPERSEDED SURVEY CONTROL
 TU0391
 TU0391.No superseded survey control is available for this station.
 TU0391
 TU0391_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ187594(NAD 83)
 TU0391_MARKER: DB = BENCH MARK DISK
 TU0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0391_STAMPING: W 4 1928
 TU0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0391+STABILITY: SURFACE MOTION
 TU0391
 TU0391  HISTORY     - Date     Condition        Report By
 TU0391  HISTORY     - 1928     MONUMENTED       CGS
 TU0391  HISTORY     - 1963     GOOD             NGS
 TU0391
 TU0391                          STATION DESCRIPTION
 TU0391
 TU0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 TU0391'IN HONOLULU.
 TU0391'1.5 MILES NORTHEAST ON NUUANU AVENUE FROM ITS INTERSECTION WITH
 TU0391'BERETANIA STREET, THENCE 0.5 MILE LEFT, NORTHWEST, ON WYLLIE STREET.
 TU0391'THENCE LEFT, SOUTHWEST, ON ALEWA DRIVE FOR 0.4 MILE.  ABOUT 100 FEET
 TU0391'ABOVE THE INTERSECTION OF ILIMA STREET, IN WEST CORNER OF NARROW LAWN
 TU0391'ON NORTHEAST SIDE OF DRIVEWAY AT THE RESIDENCE AT 1010 ALEWA DRIVE,
 TU0391'1.3 FEET SOUTHEAST OF STREET CURB, 1 FOOT NORTHEAST OF EDGE OF ASPHALT
 TU0391'DRIVEWAY, 9.3 FEET SOUTHWEST OF A BUS STOP SIGN, 18.6 FEET WEST OF THE
 TU0391'EDGE OF A LARGE ROYAL PALM, 14.6 FEET WEST OF THE CENTER OF THE
 TU0391'SOUTHWEST ONE OF TWO RECTANGULAR-SHAPED, CONCRETE, WATER VALVE BOXES,
 TU0391'7.2 FEET SOUTHWEST OF THE CENTER OF AN OLD CONCRETE LAMP-POST BASE,
 TU0391'36.1 FEET NORTHWEST OF NORTH CORNER OF THE GARAGE AT 1010 ALEWA DRIVE,
 TU0391'AND SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 TU0391'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0195 ***********************************************************************
 TU0195  DESIGNATION -  W 5
 TU0195  PID         -  TU0195
 TU0195  STATE/COUNTY-  HI/MAUI
 TU0195  USGS QUAD   -  PUU O KALI (1992)
 TU0195
 TU0195                         *CURRENT SURVEY CONTROL
 TU0195  ___________________________________________________________________
 TU0195* NAD 83(1986)-  20 47 10.     (N)    156 27 01.     (W)     SCALED    
 TU0195* LOCAL TIDAL -        26.660  (meters)      87.47   (feet)  ADJ UNCH  
 TU0195  ___________________________________________________________________
 TU0195  GEOID HEIGHT-          16.48  (meters)                     GEOID03
 TU0195
 TU0195  VERT ORDER  -  FIRST     CLASS II
 TU0195
 TU0195.The horizontal coordinates were scaled from a topographic map and have
 TU0195.an estimated accuracy of +/- 6 seconds.
 TU0195
 TU0195.The orthometric height was key entered from printed documents
 TU0195.and not key verified.
 TU0195
 TU0195.The geoid height was determined by GEOID03.
 TU0195
 TU0195;                    North         East    Units  Estimated Accuracy
 TU0195;SPC HI 2     -    50,140.      522,530.      MT  (+/- 180 meters Scaled)
 TU0195
 TU0195                          SUPERSEDED SURVEY CONTROL
 TU0195
 TU0195.No superseded survey control is available for this station.
 TU0195
 TU0195_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ654005(NAD 83)
 TU0195_MARKER: DB = BENCH MARK DISK
 TU0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0195_STAMPING: W 5 1950
 TU0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0195+STABILITY: SURFACE MOTION
 TU0195
 TU0195  HISTORY     - Date     Condition        Report By
 TU0195  HISTORY     - 1950     MONUMENTED       CGS
 TU0195  HISTORY     - 1968     GOOD             NGS
 TU0195  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0195
 TU0195                          STATION DESCRIPTION
 TU0195
 TU0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0195'1 MI ENE FROM KIHEI.
 TU0195'0.5 MILE EAST ON UPPER KIHEI ROAD FROM THE POST OFFICE AT KIHEI,
 TU0195'THENCE 0.3 MILE ON LEFT FORK TO DIAGONAL CROSSROAD, THENCE AHEAD,
 TU0195'NORTH, ON TRACK ROAD ALONG RIGHT SIDE OF IRRIGATION CANAL AND ON LEFT
 TU0195'SIDE OF BRUSH FOR 92 YARDS.  6 FEET EAST OF CENTER LINE OF CANAL, 22.6
 TU0195'FEET NORTH OF THE CENTER OF A METAL FLOODGATE ON SMALLER, ARTERIAL
 TU0195'CANAL, 116 FEET WEST-NORTHWEST, ACROSS HEAVY BRUSH PATCH, FROM RAIN
 TU0195'GAUGE, 128 FEET WEST OF CENTER LINE OF MAIN CANE ROAD, 16 INCHES
 TU0195'SOUTHEAST OF A WHITE WITNESS POST, AND SET IN THE TOP OF A
 TU0195'10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND AND
 TU0195'PAINTED YELLOW.
 TU0195
 TU0195                          STATION RECOVERY (1981)
 TU0195
 TU0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3436 ***********************************************************************
 TU3436  DESIGNATION -  W C 1
 TU3436  PID         -  TU3436
 TU3436  STATE/COUNTY-  HI/MAUI
 TU3436  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3436
 TU3436                         *CURRENT SURVEY CONTROL
 TU3436  ___________________________________________________________________
 TU3436* NAD 83(1993)-  21 11 56.11200(N)    157 08 34.68956(W)     ADJUSTED  
 TU3436* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3436  ___________________________________________________________________
 TU3436  EPOCH DATE  -        1993.62
 TU3436  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 TU3436  GEOID HEIGHT-          15.21  (meters)                     GEOID03
 TU3436
 TU3436  HORZ ORDER  -  THIRD
 TU3436
 TU3436.The horizontal coordinates were established by classical geodetic methods
 TU3436.and adjusted by the National Geodetic Survey in December 1998..
 TU3436.The horizontal coordinates are valid at the epoch date displayed above.
 TU3436.The epoch date for horizontal control is a decimal equivalence
 TU3436.of Year/Month/Day.
 TU3436
 TU3436.The orthometric height was scaled from a topographic map.
 TU3436
 TU3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3436
 TU3436.The geoid height was determined by GEOID03.
 TU3436
 TU3436;                    North         East     Units Scale Factor Converg.
 TU3436;SPC HI 2     -    95,903.716   450,545.756   MT  0.99999688   -0 10 20.1
 TU3436;UTM  04      - 2,345,292.823   692,767.223   MT  1.00005921   +0 40 18.2
 TU3436
 TU3436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3436!SPC HI 2     -   0.99999761  x   0.99999688  =   0.99999449
 TU3436!UTM  04      -   0.99999761  x   1.00005921  =   1.00005682
 TU3436
 TU3436                          SUPERSEDED SURVEY CONTROL
 TU3436
 TU3436  NAD 83(1986)-  21 11 56.07061(N)    157 08 34.64230(W) AD(       ) 3
 TU3436  OLD HI      -  21 12 07.55000(N)    157 08 44.77000(W) AD(       ) 3
 TU3436
 TU3436.Superseded values are not recommended for survey control.
 TU3436.NGS no longer adjusts projects to the OLD HI datum.
 TU3436.See file dsdata.txt to determine how the superseded data were derived.
 TU3436
 TU3436_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9276745293(NAD 83)
 TU3436
 TU3436  HISTORY     - Date     Condition        Report By
 TU3436  HISTORY     - 1926     MONUMENTED       HIGS
 TU3436  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3436
 TU3436                          STATION DESCRIPTION
 TU3436
 TU3436'DESCRIBED BY HAWAII GEODETIC SURVEY 1926 (CLG)
 TU3436'ON THE NORTH COAST OF MOLOKAI, ALMOST DUE NORTH OF MAUNA LOA.  IN
 TU3436'1926 THE EXACT POSITION OF THE STATION COULD NOT BE RECOVERED
 TU3436'BECAUSE THE ORIGINAL MARKING, A PILE OF STONE, WAS INADEQUATE,
 TU3436'THERE BEING MANY LOOSE ROCKS IN THE VICINITY, NONE OF WHICH COULD
 TU3436'BE IDENTIFIED AS MARKING THE STATION.  HOWEVER, A CAIRN OF ROCKS
 TU3436'APPROXIMATELY WHERE THE STATION MUST HAVE BEEN WAS WHITEWASHED.
 TU3436
 TU3436                          STATION RECOVERY (1962)
 TU3436
 TU3436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3436'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3436'HAWAII SURVEY OFFICE, WHICH STATED THAT THE STATION WAS MARKED
 TU3436'BY A PILE OF STONES.  A SEARCH WAS MADE BUT NO CAIRN OR MARK WAS
 TU3436'RECOVERED.  STATION IS PRESUMED TO BE DESTROYED.
 TU3436'
 TU3436'A NEW STATION, MOOMOMI, WAS ESTABLISHED ABOUT 1/4 MILE E OF THIS
 TU3436'POINT.  SEE DESCRIPTION OF THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3469 ***********************************************************************
 TU3469  DESIGNATION -  W C 17
 TU3469  PID         -  TU3469
 TU3469  STATE/COUNTY-  HI/MAUI
 TU3469  USGS QUAD   -  ILIO POINT (1993)
 TU3469
 TU3469                         *CURRENT SURVEY CONTROL
 TU3469  ___________________________________________________________________
 TU3469* NAD 83(1993)-  21 08 44.87884(N)    157 17 17.50657(W)     ADJUSTED  
 TU3469* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3469  ___________________________________________________________________
 TU3469  EPOCH DATE  -        1993.62
 TU3469  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 TU3469  GEOID HEIGHT-          15.54  (meters)                     GEOID03
 TU3469
 TU3469  HORZ ORDER  -  THIRD
 TU3469
 TU3469.The horizontal coordinates were established by classical geodetic methods
 TU3469.and adjusted by the National Geodetic Survey in December 1998..
 TU3469.The horizontal coordinates are valid at the epoch date displayed above.
 TU3469.The epoch date for horizontal control is a decimal equivalence
 TU3469.of Year/Month/Day.
 TU3469
 TU3469.The orthometric height was scaled from a topographic map.
 TU3469
 TU3469.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3469
 TU3469.The geoid height was determined by GEOID03.
 TU3469
 TU3469;                    North         East     Units Scale Factor Converg.
 TU3469;SPC HI 2     -    90,074.452   435,443.489   MT  1.00001815   -0 13 27.2
 TU3469;UTM  04      - 2,339,241.909   677,752.086   MT  0.99999046   +0 37 03.7
 TU3469
 TU3469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3469!SPC HI 2     -   0.99999756  x   1.00001815  =   1.00001571
 TU3469!UTM  04      -   0.99999756  x   0.99999046  =   0.99998802
 TU3469
 TU3469:                Primary Azimuth Mark                     Grid Az
 TU3469:SPC HI 2     -  KAUPOA RESET                             193 01 34.4
 TU3469:UTM  04      -  KAUPOA RESET                             192 11 03.5
 TU3469
 TU3469|---------------------------------------------------------------------|
 TU3469| PID    Reference Object                     Distance      Geod. Az  |
 TU3469|                                                           dddmmss.s |
 TU3469| TU3470 KAUPOA RESET                        APPROX. 1.7 KM 1924807.2 |
 TU3469|---------------------------------------------------------------------|
 TU3469
 TU3469                          SUPERSEDED SURVEY CONTROL
 TU3469
 TU3469  NAD 83(1986)-  21 08 44.83725(N)    157 17 17.46230(W) AD(       ) 3
 TU3469  OLD HI      -  21 08 56.26000(N)    157 17 27.71000(W) AD(       ) 3
 TU3469
 TU3469.Superseded values are not recommended for survey control.
 TU3469.NGS no longer adjusts projects to the OLD HI datum.
 TU3469.See file dsdata.txt to determine how the superseded data were derived.
 TU3469
 TU3469_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ7775239242(NAD 83)
 TU3469
 TU3469  HISTORY     - Date     Condition        Report By
 TU3469  HISTORY     - UNK      MONUMENTED
 TU3469  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3469  HISTORY     - 1957     SEE DESCRIPTION  CGS
 TU3469  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3469  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU3469
 TU3469                          STATION DESCRIPTION
 TU3469
 TU3469'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3469'THIS STATION WAS RECOVERED AND IT WAS FOUND TO BE MARKED BY A
 TU3469'CAIRN OF ROCKS WITH AN OLD SIGNAL POLE IN ITS CENTER.  A NEW
 TU3469'SIGNAL POLE WAS PUT IN PLACE, AND THE CAIRN WAS WHITEWASHED.
 TU3469
 TU3469                          STATION RECOVERY (1957)
 TU3469
 TU3469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRP)
 TU3469'RECOVERED AS DESCRIBED, EXCEPT THAT SIGNAL POLE HAS DISAPPEARED
 TU3469'AND MOST OF THE WHITEWASH HAS WASHED OFF THE CAIRN OF ROCKS.
 TU3469
 TU3469                          STATION RECOVERY (1962)
 TU3469
 TU3469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3469'STATION WAS RECOVERED AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS--
 TU3469'
 TU3469'STATION IS LOCATED ABOUT 3-1/4 MILES AIRLINE NORTH-NORTHWEST OF
 TU3469'LAAU POINT, ALONG THE WEST COAST OF MOLOKAI, ON A BRUSH-COVERED
 TU3469'POINT, ON SHORE BANK.  IT IS MARKED BY A LARGE CAIRN WITH A 10-
 TU3469'FOOT 2 X 4 IN THE CENTER.  IT HAS A GOOD VIEW OF THE OCEAN BUT
 TU3469'HEAVY KEAWE GROWTH BLOCKS VIEW IN ALL DIRECTIONS INLAND.
 TU3469'
 TU3469'TO REACH FROM THE POST OFFICE IN MAUNA LOA, GO WESTERLY ON STATE
 TU3469'HIGHWAY 46 FOR 0.25 MILE TO SIDE ROAD LEFT.  GO LEFT FOR 1.0 MILE TO
 TU3469'T-INTERSECTION.  TURN RIGHT AND GO WEST 0.4 MILE TO FORK.  TAKE
 TU3469'RIGHT FORK WEST FOR 0.25 MILE TO STATION POHAKULOA.  CONTINUE
 TU3469'WEST FOR 1.05 MILES, CROSS WASH AND CONTINUE FOR 0.5 MILE TO
 TU3469'LOCKED GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.4 MILE TO
 TU3469'T-JUNCTION.  TURN RIGHT AND FOLLOW WIDE SAND ROAD FOR 2.9 MILES
 TU3469'TO SIDE ROAD SHARP LEFT, JUST BEFORE REACHING FORK IN MAIN
 TU3469'ROAD GO SHARP LEFT ON TRACK ROAD FOR 0.3 MILE TO FORK.  TAKE
 TU3469'LEFT FORK AND KEEP AHEAD FOR 0.15 MILE TO FORK.  TAKE RIGHT
 TU3469'FORK, MAIN ROAD, AND GO 0.75 MILE TO A SIDE ROAD SHARP LEFT AND
 TU3469'END OF TRUCK TRAVEL.  PACK SOUTHWEST ACROSS OPEN ROCKY
 TU3469'AREA FOR ABOUT 250 YARDS TO STATION BEHIND BRUSH AT NORTHWEST END
 TU3469'OF THE CLEARING.
 TU3469
 TU3469                          STATION RECOVERY (1967)
 TU3469
 TU3469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RLN)
 TU3469'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  A HYDROGRAPHIC
 TU3469'SIGNAL (12 FT TRIPOD) WAS BUILT OVER STATION.
 TU3469'
 TU3469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3469'8 MILES WEST OF MAUNA LOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3424 ***********************************************************************
 TU3424  DESIGNATION -  W C 26
 TU3424  PID         -  TU3424
 TU3424  STATE/COUNTY-  HI/MAUI
 TU3424  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3424
 TU3424                         *CURRENT SURVEY CONTROL
 TU3424  ___________________________________________________________________
 TU3424* NAD 83(1993)-  21 05 37.40818(N)    157 08 53.07734(W)     ADJUSTED  
 TU3424* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU3424  ___________________________________________________________________
 TU3424  EPOCH DATE  -        1993.62
 TU3424  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 TU3424  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3424
 TU3424  HORZ ORDER  -  THIRD
 TU3424
 TU3424.The horizontal coordinates were established by classical geodetic methods
 TU3424.and adjusted by the National Geodetic Survey in December 1998..
 TU3424.The horizontal coordinates are valid at the epoch date displayed above.
 TU3424.The epoch date for horizontal control is a decimal equivalence
 TU3424.of Year/Month/Day.
 TU3424
 TU3424.The orthometric height was scaled from a topographic map.
 TU3424
 TU3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3424
 TU3424.The geoid height was determined by GEOID03.
 TU3424
 TU3424;                    North         East     Units Scale Factor Converg.
 TU3424;SPC HI 2     -    84,258.266   449,980.111   MT  0.99999757   -0 10 23.7
 TU3424;UTM  04      - 2,333,639.607   692,372.739   MT  1.00005734   +0 40 00.1
 TU3424
 TU3424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3424!SPC HI 2     -   0.99999751  x   0.99999757  =   0.99999508
 TU3424!UTM  04      -   0.99999751  x   1.00005734  =   1.00005485
 TU3424
 TU3424:                Primary Azimuth Mark                     Grid Az
 TU3424:SPC HI 2     -  W C 27                                   087 19 36.1
 TU3424:UTM  04      -  W C 27                                   086 29 12.3
 TU3424
 TU3424|---------------------------------------------------------------------|
 TU3424| PID    Reference Object                     Distance      Geod. Az  |
 TU3424|                                                           dddmmss.s |
 TU3424| TU3422 W C 27                              APPROX. 1.0 KM 0870912.4 |
 TU3424| TU3426 PUUKAUAHI 1925                      APPROX. 3.1 KM 3042610.7 |
 TU3424|---------------------------------------------------------------------|
 TU3424
 TU3424                          SUPERSEDED SURVEY CONTROL
 TU3424
 TU3424  NAD 83(1986)-  21 05 37.36317(N)    157 08 53.03087(W) AD(       ) 3
 TU3424  OLD HI      -  21 05 48.80000(N)    157 09 03.15000(W) AD(       ) 3
 TU3424
 TU3424.Superseded values are not recommended for survey control.
 TU3424.NGS no longer adjusts projects to the OLD HI datum.
 TU3424.See file dsdata.txt to determine how the superseded data were derived.
 TU3424
 TU3424_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9237333640(NAD 83)
 TU3424
 TU3424  HISTORY     - Date     Condition        Report By
 TU3424  HISTORY     - UNK      MONUMENTED
 TU3424  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3424
 TU3424                          STATION DESCRIPTION
 TU3424
 TU3424'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3424'THE APPROXIMATE LOCATION OF THE STATION WAS RECOVERED AS
 TU3424'EVIDENCED BY THE OLD WHITE WASHING ON SOME BOULDERS AND THE
 TU3424'TOP OF THE BLUFF TO THE SEAWARD.  NO DEFINITE POINT THAT COULD
 TU3424'BE CONSIDERED THE STATION WAS RECOVERED.  IT IS SUGGESTED THAT
 TU3424'THE STATION BE REMOVED FROM THE RECORDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3422 ***********************************************************************
 TU3422  DESIGNATION -  W C 27
 TU3422  PID         -  TU3422
 TU3422  STATE/COUNTY-  HI/MAUI
 TU3422  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3422
 TU3422                         *CURRENT SURVEY CONTROL
 TU3422  ___________________________________________________________________
 TU3422* NAD 83(1993)-  21 05 39.09505(N)    157 08 16.90417(W)     ADJUSTED  
 TU3422* LOCAL TIDAL -                                                        
 TU3422  ___________________________________________________________________
 TU3422  EPOCH DATE  -        1993.62
 TU3422  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 TU3422  GEOID HEIGHT-          15.83  (meters)                     GEOID03
 TU3422
 TU3422  HORZ ORDER  -  THIRD
 TU3422
 TU3422.The horizontal coordinates were established by classical geodetic methods
 TU3422.and adjusted by the National Geodetic Survey in December 1998..
 TU3422.The horizontal coordinates are valid at the epoch date displayed above.
 TU3422.The epoch date for horizontal control is a decimal equivalence
 TU3422.of Year/Month/Day.
 TU3422
 TU3422
 TU3422.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3422
 TU3422.The geoid height was determined by GEOID03.
 TU3422
 TU3422;                    North         East     Units Scale Factor Converg.
 TU3422;SPC HI 2     -    84,307.021   451,024.309   MT  0.99999630   -0 10 10.7
 TU3422;UTM  04      - 2,333,703.669   693,416.175   MT  1.00006232   +0 40 13.2
 TU3422
 TU3422                          SUPERSEDED SURVEY CONTROL
 TU3422
 TU3422  NAD 83(1986)-  21 05 39.04994(N)    157 08 16.85704(W) AD(       ) 4
 TU3422  OLD HI      -  21 05 50.49000(N)    157 08 26.96000(W) AD(       ) 3
 TU3422
 TU3422.Superseded values are not recommended for survey control.
 TU3422.NGS no longer adjusts projects to the OLD HI datum.
 TU3422.See file dsdata.txt to determine how the superseded data were derived.
 TU3422
 TU3422_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9341633704(NAD 83)
 TU3422
 TU3422  HISTORY     - Date     Condition        Report By
 TU3422  HISTORY     - UNK      MONUMENTED
 TU3422  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3422
 TU3422                          STATION DESCRIPTION
 TU3422
 TU3422'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3422'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3422'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE BUT
 TU3422'NOTHING THAT MIGHT HAVE BEEN USED TO MARK THE STATION WAS FOUND.
 TU3422'
 TU3422'THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0239 ***********************************************************************
 TU0239  DESIGNATION -  W6
 TU0239  PID         -  TU0239
 TU0239  STATE/COUNTY-  HI/MAUI
 TU0239  USGS QUAD   -  WAILUKU (1997)
 TU0239
 TU0239                         *CURRENT SURVEY CONTROL
 TU0239  ___________________________________________________________________
 TU0239* NAD 83(1986)-  20 54 01.     (N)    156 28 49.     (W)     SCALED    
 TU0239* LOCAL TIDAL -         2.902  (meters)       9.52   (feet)  ADJ UNCH  
 TU0239  ___________________________________________________________________
 TU0239  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU0239
 TU0239  VERT ORDER  -  FIRST     CLASS II
 TU0239
 TU0239.The horizontal coordinates were scaled from a topographic map and have
 TU0239.an estimated accuracy of +/- 6 seconds.
 TU0239
 TU0239.The orthometric height was key entered from printed documents
 TU0239.and not key verified.
 TU0239
 TU0239.The geoid height was determined by GEOID03.
 TU0239
 TU0239;                    North         East    Units  Estimated Accuracy
 TU0239;SPC HI 2     -    62,780.      519,390.      MT  (+/- 180 meters Scaled)
 TU0239
 TU0239                          SUPERSEDED SURVEY CONTROL
 TU0239
 TU0239.No superseded survey control is available for this station.
 TU0239
 TU0239_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ621131(NAD 83)
 TU0239_MARKER: DB = BENCH MARK DISK
 TU0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0239_SP_SET: SIDEWALK
 TU0239_STAMPING: W 6 1950
 TU0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0239
 TU0239  HISTORY     - Date     Condition        Report By
 TU0239  HISTORY     - 1950     MONUMENTED       CGS
 TU0239  HISTORY     - 1968     GOOD             NGS
 TU0239
 TU0239                          STATION DESCRIPTION
 TU0239
 TU0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0239'1.5 MI NE FROM WAILUKU.
 TU0239'0.45 MILE EAST ON WELLS STREET FROM THE POST OFFICE IN WAILUKU, THENCE
 TU0239'LEFT, NORTH, ON STATE HIGHWAY 34 (LOWER MAIN) FOR 1.65 MILES, THENCE
 TU0239'LEFT ON MACADAM DRIVEWAY FOR 50 YARDS TO THE MAUI DRYGOODS AND
 TU0239'GROCERIES JOBBING DEPT. BUILDING, A VERY LARGE, OLD, GREY, CONCRETE
 TU0239'BUILDING.  THE MARK IS 6 INCHES SOUTHWEST OF THE FRONT WALL, 20 INCHES
 TU0239'NORTHEAST FROM THE SOUTHWEST 1 OF 2 DOORS, AND CEMENTED IN A DRILL
 TU0239'HOLE IN THE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1201 ***********************************************************************
 TU1201  DESIGNATION -  WAAHILA
 TU1201  PID         -  TU1201
 TU1201  STATE/COUNTY-  HI/HONOLULU
 TU1201  USGS QUAD   -  HONOLULU (1983)
 TU1201
 TU1201                         *CURRENT SURVEY CONTROL
 TU1201  ___________________________________________________________________
 TU1201* NAD 83(1993)-  21 18 00.08949(N)    157 48 39.20859(W)     ADJUSTED  
 TU1201* LOCAL TIDAL -       147.8    (meters)     485.     (feet)  VERT ANG  
 TU1201  ___________________________________________________________________
 TU1201  EPOCH DATE  -        1993.62
 TU1201  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 TU1201  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1201
 TU1201  HORZ ORDER  -  FIRST
 TU1201
 TU1201.The horizontal coordinates were established by classical geodetic methods
 TU1201.and adjusted by the National Geodetic Survey in December 1998..
 TU1201.The horizontal coordinates are valid at the epoch date displayed above.
 TU1201.The epoch date for horizontal control is a decimal equivalence
 TU1201.of Year/Month/Day.
 TU1201
 TU1201.The orthometric height was determined by vertical angle observations.
 TU1201
 TU1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1201
 TU1201.The geoid height was determined by GEOID03.
 TU1201
 TU1201;                    North         East     Units Scale Factor Converg.
 TU1201;SPC HI 3     -    14,777.044   519,621.981   MT  0.99999476   +0 04 07.3
 TU1201;UTM  04      - 2,355,817.769   623,340.574   MT  0.99978799   +0 25 55.2
 TU1201
 TU1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1201!SPC HI 3     -   0.99997429  x   0.99999476  =   0.99996905
 TU1201!UTM  04      -   0.99997429  x   0.99978799  =   0.99976229
 TU1201
 TU1201|---------------------------------------------------------------------|
 TU1201| PID    Reference Object                     Distance      Geod. Az  |
 TU1201|                                                           dddmmss.s |
 TU1201| CJ9075 WAAHILA RM 2                          3.839 METERS 06122     |
 TU1201| TU1248 HONOLULU ALA MOANA BLDG OBS LT      APPROX. 3.4 KM 2563139.0 |
 TU1201| TU1227 HONOLULU CENTRAL UNION CHURCH       APPROX. 2.4 KM 2665458.0 |
 TU1201| TU1255 HONOLULU MCKINLEY HSCH ADM CUP      APPROX. 3.9 KM 2682528.9 |
 TU1201| CJ9074 WAAHILA RM 1                         10.689 METERS 34250     |
 TU1201|---------------------------------------------------------------------|
 TU1201
 TU1201                          SUPERSEDED SURVEY CONTROL
 TU1201
 TU1201  NAD 83(1986)-  21 18 00.03928(N)    157 48 39.21763(W) AD(       ) 1
 TU1201  OLD HI      -  21 18 11.43379(N)    157 48 49.09158(W) AD(       ) 1
 TU1201
 TU1201.Superseded values are not recommended for survey control.
 TU1201.NGS no longer adjusts projects to the OLD HI datum.
 TU1201.See file dsdata.txt to determine how the superseded data were derived.
 TU1201
 TU1201_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2334155818(NAD 83)
 TU1201
 TU1201  HISTORY     - Date     Condition        Report By
 TU1201  HISTORY     - 1928     MONUMENTED       CGS
 TU1201  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1201  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1201  HISTORY     - 19990420 GOOD             USPSQD
 TU1201
 TU1201                          STATION DESCRIPTION
 TU1201
 TU1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1201'A TYPE C, HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED IN
 TU1201'GOOD CONDITION.  THERE IS NO PREVIOUS DESCRIPTION SO IT IS NOT
 TU1201'KNOWN HOW THE STATION WAS ORIGINALLY MARKED.  TWO NEW REFERENCE
 TU1201'MARKS, NUMBERS ONE AND TWO, WERE ESTABLISHED.  A COMPLETE
 TU1201'DESCRIPTION FOLLOWS--
 TU1201'
 TU1201'STATION IS LOCATED ABOUT 3-1/4 MILES AIRLINE EAST OF THE
 TU1201'FEDERAL BUILDING IN HONOLULU, AT ABOUT 483 FEET ELEVATION, ON
 TU1201'WAAHILA RIDGE, WHICH RUNS UP TO THE NORTHEAST FROM DOLE DRIVE AND
 TU1201'LIES ALONG THE SOUTHEAST SIDE OF THE UNIVERSITY OF HAWAII
 TU1201'BUILDINGS.
 TU1201'
 TU1201'TO REACH STATION FROM THE INTERSECTION OF UNIVERSITY AVE. AND
 TU1201'DOLE DR. AT THE SOUTHWEST CORNER OF THE UNIVERSITY OF HAWAII
 TU1201'GROUNDS, GO EAST ON DOLE DR. FOR 0.55 MILE.  TURN LEFT AND GO
 TU1201'ABOUT 50 YARDS TO END OF TRUCK TRAVEL IN NORTHWEST CORNER OF
 TU1201'PARKING AREA AT WEST END OF APARTMENT BUILDINGS.  FROM HERE PACK
 TU1201'NORTHEASTERLY ABOUT 1/4 MILE ON DIM TRAIL UP ALONG POWER LINE
 TU1201'AND THEN ALONG TOP OF RIDGE, TO STATION.
 TU1201'
 TU1201'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE THAT PROJECTS 2 FEET
 TU1201'FROM THE CENTER OF A 5-FOOT-SQUARE, CONCRETE FLOOR THAT IS FLUSH
 TU1201'WITH THE GROUND.  A RED AND WHITE METAL TARGET IS SET INTO THE
 TU1201'PIPE AND EXTENDS 7 FEET ABOVE THE FLOOR.  STATION IS 25 FEET WEST
 TU1201'OF OLD, BULLDOZED ROAD.
 TU1201'
 TU1201'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED WAAHILA
 TU1201'NO 1 1928 1963, CEMENTED IN A DRILL HOLE IN A 2-FOOT,
 TU1201'TRIANGLE-SHAPED, BEDROCK OUTCROP THAT PROJECTS 1 FOOT ABOVE
 TU1201'GROUND.  IT IS AT THE SOUTH END OF A 20-FOOT-LONG PATCH OF BLACK
 TU1201'LAVA ROCK OUTCROPPINGS, AT THE WEST EDGE OF THE OLD ROAD, AND
 TU1201'ABOUT 1 FOOT HIGHER THAN TOP OF STATION PIPE.
 TU1201'
 TU1201'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAAHILA NO
 TU1201'2 1928 1963, CEMENTED IN A DRILL HOLE IN A LARGE, FLAT, BEDROCK
 TU1201'OUTCROP THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS AT THE SOUTH
 TU1201'END OF A 27-FOOT-LONG, BARE, RED AREA THAT HAS MANY BLACK LAVA
 TU1201'ROCK OUTCROPPINGS SCATTERED ALONG IT, AND IS ABOUT 4 FEET LOWER
 TU1201'THAN TOP OF STATION PIPE.
 TU1201
 TU1201                          STATION RECOVERY (1969)
 TU1201
 TU1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1201'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 TU1201'IN GOOD CONDITION.  THE STATION WAS PREVIOUSLY THE CENTER OF A
 TU1201'2-1/2 INCH IRON PIPE WHICH WAS PART OF A TYPE C HAWAII TERRITORIAL
 TU1201'SURVEY SIGNAL.  THE IRON PIPE WAS REMOVED AND A STANDARD DISK
 TU1201'WAS SET IN THE CONCRETE PAD BY THE HAWAII STATE SURVEY OFFICE.  A
 TU1201'NEW DESCRIPTION FOLLOWS.
 TU1201'
 TU1201'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST OF THE FEDERAL
 TU1201'BUILDING IN HONOLULU AND ON A LOW, ROCKY, BRUSH COVERED RIDGE
 TU1201'LOCALLY KNOWN AS WAAHILA RIDGE.
 TU1201'
 TU1201'TO REACH THE STATION FROM THE JUNCTION OF THE LUNALILO FREEWAY
 TU1201'AND UNIVERSITY AVENUE IN THE NORTHEAST PART OF HONOLULU, GO
 TU1201'NORTHELY ON UNIVERSITY AVENUE FOR 0.15 MILE TO DOLE DRIVE, TURN
 TU1201'RIGHT AND GO NORTHERLY ON THE PAVED DRIVE FOR ABOUT 50 YARDS TO A
 TU1201'SMALL TURNOUT ON THE LEFT AND THE END OF TRUCK TRAVEL.  PACK
 TU1201'WESTERLY AND NORTHERLY UP THE RIDGE ON A DIM TRAIL FOR ABOUT 30
 TU1201'MINUTES TO THE STATION AS DESCRIBED.
 TU1201'
 TU1201'THE STATION MARK IS A STANDARD DISK STAMPED WAAHILA 1928 1969,
 TU1201'SET IN A DRILL HOLE IN A TRIANGULAR SHAPED BEDROCK OUTCROP.  IT
 TU1201'IS ABOUT 3 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 TU1201'
 TU1201'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAAHILA NO 1 1928
 TU1201'1963.  SET IN A DRILL HOLE IN A TRIANGULAR SHAPED BEDROCK
 TU1201'OUTCROP.  IT IS ABOUT 3 FEET HIGHER IN ELEVATION THAN THE STATION
 TU1201'MARK.
 TU1201'
 TU1201'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAAHILA NO 2 1928 1963,
 TU1201'SET IN A DRILL HOLE IN BEDROCK OUTCROP WHICH PROJECTS ABOUT 3
 TU1201'INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 TU1201'THAN THE STATION MARK.
 TU1201'
 TU1201'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1201'
 TU1201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1201'3 MILES EAST OF HONOLULU.
 TU1201
 TU1201                          STATION RECOVERY (1999)
 TU1201
 TU1201'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2605 ***********************************************************************
 TU2605  DESIGNATION -  WAAWAA
 TU2605  PID         -  TU2605
 TU2605  STATE/COUNTY-  HI/HAWAII
 TU2605  USGS QUAD   -  PUU ANAHULU (1996)
 TU2605
 TU2605                         *CURRENT SURVEY CONTROL
 TU2605  ___________________________________________________________________
 TU2605* NAD 83(1993)-  19 46 20.31679(N)    155 49 51.75685(W)     ADJUSTED  
 TU2605* LOCAL TIDAL -      1164.     (meters)    3819.     (feet)  SCALED    
 TU2605  ___________________________________________________________________
 TU2605  EPOCH DATE  -        1993.62
 TU2605  LAPLACE CORR-          13.17  (seconds)                    DEFLEC99
 TU2605  GEOID HEIGHT-          22.87  (meters)                     GEOID03
 TU2605
 TU2605  HORZ ORDER  -  THIRD
 TU2605
 TU2605.The horizontal coordinates were established by classical geodetic methods
 TU2605.and adjusted by the National Geodetic Survey in December 1998..
 TU2605.The horizontal coordinates are valid at the epoch date displayed above.
 TU2605.The epoch date for horizontal control is a decimal equivalence
 TU2605.of Year/Month/Day.
 TU2605
 TU2605.The orthometric height was scaled from a topographic map.
 TU2605
 TU2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2605
 TU2605.The geoid height was determined by GEOID03.
 TU2605
 TU2605;                    North         East     Units Scale Factor Converg.
 TU2605;SPC HI 1     -   103,971.174   465,308.724   MT  0.99998154   -0 06 43.2
 TU2605;UTM  05      - 2,188,766.212   203,340.845   MT  1.00068793   -0 57 30.2
 TU2605
 TU2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2605!SPC HI 1     -   0.99981347  x   0.99998154  =   0.99979501
 TU2605!UTM  05      -   0.99981347  x   1.00068793  =   1.00050127
 TU2605
 TU2605:                Primary Azimuth Mark                     Grid Az
 TU2605:SPC HI 1     -  ANAEHOOMALU                              342 43 41.8
 TU2605:UTM  05      -  ANAEHOOMALU                              343 34 28.8
 TU2605
 TU2605|---------------------------------------------------------------------|
 TU2605| PID    Reference Object                     Distance      Geod. Az  |
 TU2605|                                                           dddmmss.s |
 TU2605| TU2614 ANAEHOOMALU                         APPROX.18.7 KM 3423658.6 |
 TU2605| TU2731 KAWAIHAE LIGHT                      APPROX.29.8 KM 3593824.6 |
 TU2605|---------------------------------------------------------------------|
 TU2605
 TU2605                          SUPERSEDED SURVEY CONTROL
 TU2605
 TU2605  NAD 83(1986)-  19 46 20.30738(N)    155 49 51.77335(W) AD(       ) 4
 TU2605  OLD HI      -  19 46 31.79600(N)    155 50 01.45900(W) AD(       ) 3
 TU2605
 TU2605.Superseded values are not recommended for survey control.
 TU2605.NGS no longer adjusts projects to the OLD HI datum.
 TU2605.See file dsdata.txt to determine how the superseded data were derived.
 TU2605
 TU2605_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB0334188766(NAD 83)
 TU2605
 TU2605  HISTORY     - Date     Condition        Report By
 TU2605  HISTORY     - UNK      MONUMENTED
 TU2605  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2605  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2605  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2605
 TU2605                          STATION DESCRIPTION
 TU2605
 TU2605'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2605'LOCATION OF STATION--IN THE WESTERLY PORTION OF HAWAII ON THE
 TU2605'NORTHERLY CRATER RIM (A LITTLE BELOW THE HIGHEST POINT) OF
 TU2605'PUUWAAWAA HILL.
 TU2605'
 TU2605'OLD STATION MARK FOUND--TRIANULATION STATION CUT IN LARGE STONE
 TU2605'BURIED 3 FEET IN GROUND.  ONLY ONE OLD TIE MARK COULD BE FOUND BUT
 TU2605'SAME APPEARED TO HAVE BEEN DISTURBED.
 TU2605'
 TU2605'NEW STATION MARK--H.T.S. TYPE D-1 MONUMENT (TRIANGULAR CONCRETE
 TU2605'MONUMENT 7-1/2 FEET ON EACH SIDE WITH 1-7/8 STEEL BAR 2 FEET
 TU2605'LONG SET ON STEEL LEGS OVER THE STATION MARK WHICH IS LEFT
 TU2605'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET OVER THE STEEL
 TU2605'BAR).
 TU2605
 TU2605                          STATION RECOVERY (1948)
 TU2605
 TU2605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2605'THE HAWAII TERRITORY SURVEY MONUMENTED THIS STATION IN 1938
 TU2605'WITH A CONCRETE PLATFORM, METAL POLE AND TARGET, PLUMBED OVER THE
 TU2605'MARK THAT WAS THEN FOUND.
 TU2605'
 TU2605'THEIR RECOVERY NOTE STATES OLD MARK FOUND, A TRIANGLE CUT IN
 TU2605'LARGE STONE BURIED 3 FEET IN GROUND.  THE ONLY ONE OLD TIE MARK
 TU2605'COULD BE FOUND BUT SAME APPEARED TO HAVE BEEN DISTURBED.
 TU2605'
 TU2605'LOCATED ON THE NORTHERLY CRATER RIM (SOMEWHAT BELOW THE
 TU2605'HIGHEST POINT) A PUU WAAWAA HILL.  A JEEP CAN BE DRIVEN TO THE TOP
 TU2605'BY GOING AROUND TO THE SOUTH SIDE.  INQUIRE AT PUU WAAWAA
 TU2605'RANCH AS PERMISSION MUST BE OBTAINED TO ENTER PROPERTY.
 TU2605
 TU2605                          STATION RECOVERY (1967)
 TU2605
 TU2605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2605'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 21
 TU2605'MILES SOUTHWEST OF KAMUELA, 11 MILES NORTHEAST OF HONOKAHUA AND
 TU2605'2-1/2 MILES SOUTH-SOUTHEAST OF STATE HIGHWAY 19, AT ABOUT 3820
 TU2605'FEET ELEVATION ON THE NORTHEAST RIM OF PUU WAAWAA, A PROMINENT,
 TU2605'TIMBERED, EXTINCT CRATER.
 TU2605'
 TU2605'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO SOUTHERLY
 TU2605'ON STATE HIGHWAY 19 FOR 21.5 MILES TO THE PUU WAAWAA RANCH GATE
 TU2605'ON LEFT.  TURN LEFT AND GO 2.0 MILES TO RANCH HEADQUARTERS
 TU2605'BUILDINGS ON RIGHT.  FROM HERE FOLLOW TRACK ROAD AROUND WEST AND
 TU2605'SOUTH SIDE OF HILL FOR 2.1 MILES.  GO LEFT THROUGH GATE AND UP
 TU2605'LANE FOR 0.45 MILE TO TOP OF GRADE.  TURN RIGHT, THROUGH 2 METAL
 TU2605'GATES IN T-FENCE CORNER, AND GO UPGRADE ALONG RIGHT SIDE OF
 TU2605'FENCE FOR ABOUT 200 YARDS TO TOP AND STATION.
 TU2605'
 TU2605'STATION IS MARKED BY THE CENTER OF A 1-1/8-INCH STEEL BAR 2
 TU2605'FEET LONG MOUNTED ON 3 IRON LEGS, AT THE CENTER OF A TRIANGULAR,
 TU2605'CONCRETE PLATFORM 7 FEET ON EACH SIDE AND FLUSH WITH GROUND.  A
 TU2605'RED AND WHITE METAL TARGET, 8 FEET HIGH, IS MOUNTED ON THE STEEL
 TU2605'BAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1794 ***********************************************************************
 TU1794  DESIGNATION -  WAHIAWA 1904
 TU1794  PID         -  TU1794
 TU1794  STATE/COUNTY-  HI/KAUAI
 TU1794  USGS QUAD   -  KOLOA (1996)
 TU1794
 TU1794                         *CURRENT SURVEY CONTROL
 TU1794  ___________________________________________________________________
 TU1794* NAD 83(1993)-  21 54 40.01324(N)    159 31 44.22938(W)     ADJUSTED  
 TU1794* LOCAL TIDAL -       247.     (meters)     810.     (feet)  SCALED    
 TU1794  ___________________________________________________________________
 TU1794  EPOCH DATE  -        1993.62
 TU1794  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 TU1794  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU1794
 TU1794  HORZ ORDER  -  THIRD
 TU1794
 TU1794.The horizontal coordinates were established by classical geodetic methods
 TU1794.and adjusted by the National Geodetic Survey in December 1998..
 TU1794.The horizontal coordinates are valid at the epoch date displayed above.
 TU1794.The epoch date for horizontal control is a decimal equivalence
 TU1794.of Year/Month/Day.
 TU1794
 TU1794.The orthometric height was scaled from a topographic map.
 TU1794
 TU1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1794
 TU1794.The geoid height was determined by GEOID03.
 TU1794
 TU1794;                    North         East     Units Scale Factor Converg.
 TU1794;SPC HI 4     -     8,612.824   497,008.462   MT  0.99999011   -0 00 38.9
 TU1794;UTM  04      - 2,423,082.774   445,366.543   MT  0.99963688   -0 11 50.6
 TU1794
 TU1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1794!SPC HI 4     -   0.99995870  x   0.99999011  =   0.99994881
 TU1794!UTM  04      -   0.99995870  x   0.99963688  =   0.99959560
 TU1794
 TU1794:                Primary Azimuth Mark                     Grid Az
 TU1794:SPC HI 4     -  IOLEAU 1904                              180 38 11.8
 TU1794:UTM  04      -  IOLEAU 1904                              180 49 23.5
 TU1794
 TU1794|---------------------------------------------------------------------|
 TU1794| PID    Reference Object                     Distance      Geod. Az  |
 TU1794|                                                           dddmmss.s |
 TU1794| TU1795 IOLEAU 1904                         APPROX. 1.2 KM 1803732.9 |
 TU1794| TU1802 MCBRYDE SUGAR MILL NW STACK         APPROX. 3.4 KM 2434756.7 |
 TU1794| TU1815 LAVA                                APPROX. 7.3 KM 2565259.6 |
 TU1794| TU1824 OLD                                 APPROX. 6.2 KM 2571228.1 |
 TU1794| TU1811 MC BRYDE LANDING WHSE NW GABLE      APPROX. 6.2 KM 2590745.7 |
 TU1794| TU1816 CAVE                                APPROX. 7.2 KM 2600956.1 |
 TU1794| TU1809 ELEELE CATHOLIC CHURCH SPIRE        APPROX. 5.8 KM 2645911.5 |
 TU1794| TU1827 MAKEWELI MILL CHIMNEY               APPROX.10.5 KM 2734450.6 |
 TU1794|---------------------------------------------------------------------|
 TU1794
 TU1794                          SUPERSEDED SURVEY CONTROL
 TU1794
 TU1794  NAD 83(1986)-  21 54 39.99116(N)    159 31 44.25734(W) AD(       ) 3
 TU1794  OLD HI      -  21 54 51.24600(N)    159 31 54.25600(W) AD(       ) 3
 TU1794
 TU1794.Superseded values are not recommended for survey control.
 TU1794.NGS no longer adjusts projects to the OLD HI datum.
 TU1794.See file dsdata.txt to determine how the superseded data were derived.
 TU1794
 TU1794_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4536723083(NAD 83)
 TU1794
 TU1794  HISTORY     - Date     Condition        Report By
 TU1794  HISTORY     - 1904     MONUMENTED       CGS
 TU1794  HISTORY     - 1910     SEE DESCRIPTION  CGS
 TU1794  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1794
 TU1794                          STATION DESCRIPTION
 TU1794
 TU1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1794'NEAR SOUTH COAST OF KAUAI, ON GENTLY SLOPING GROUND, AT THE
 TU1794'BROW OF A HILL OF THE SAME NAME, FACING THE SEA, AND 2 MILES
 TU1794'NORTH OF NOMILO.  THIS RIDGELIKE SUMMIT IS SOMETIMES CALLED
 TU1794'PUU KAPALEI BY THE NATIVES, AND IT COMMANDS AN EXTENSIVE
 TU1794'VIEW.  THERE IS A SPRING IN A RAVINE ABOUT 600 FEET WEST OF
 TU1794'THE STATION, WHICH IS DIRECTLY SOUTH OF THE MC BRYDE
 TU1794'RESIDENCE.  IDENTICAL WITH HAWAIIAN GOVERNMENT SURVEY
 TU1794'STATION.  IN 1904 STATION REPORTED AS BEING MARKED BY IRON
 TU1794'STAKE WITH THREE ROCKS EACH MARKED WITH A CROSS AND EACH ABOUT
 TU1794'6 FEET FROM THE CENTER.  IN 1910 THE STATION WAS REPORTED
 TU1794'MARKED WITH A 3-INCH GAS PIPE WITH FENCE POST SET ALONGSIDE
 TU1794'OF IT, THE WHOLE BEING COVERED BY AN AHU.
 TU1794
 TU1794                          STATION RECOVERY (1966)
 TU1794
 TU1794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1794'STATION WAS NOT FOUND.  THERE IS A MARK IN THE VICINITY WHICH
 TU1794'WAS ESTABLISHED BY THE MC BRYDE SUGAR COMPANY AND CONSISTS OF A
 TU1794'1-INCH IRON PIN, WITH A CROSS ON TOP AND SET 1 FOOT BELOW GROUND
 TU1794'SURFACE.  OBSERVATIONS WERE MADE FROM THIS POINT TO DETERMINE
 TU1794'THE POSITION AND THEN A SEARCH WAS MADE ON THE INVERSED
 TU1794'DISTANCE AND AZIMUTH FROM IT BUT NO MARK COULD BE LOCATED.
 TU1794'
 TU1794'THE MC BRYDE MARK IS 38.5 FEET NORTH OF THE NORTHWEST CORNER
 TU1794'OF A PARK BUILDING AND 8 FEET EAST OF A LINE EXTENDED FROM THE
 TU1794'WEST EDGE OF THE BUILDING FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1806 ***********************************************************************
 TU1806  DESIGNATION -  WAHIAWA STABLES NORTH CUPOLA
 TU1806  PID         -  TU1806
 TU1806  STATE/COUNTY-  HI/KAUAI
 TU1806  USGS QUAD   -  HANAPEPE (1996)
 TU1806
 TU1806                         *CURRENT SURVEY CONTROL
 TU1806  ___________________________________________________________________
 TU1806* NAD 83(1993)-  21 54 14.96071(N)    159 34 09.32533(W)     ADJUSTED  
 TU1806* LOCAL TIDAL -                                                        
 TU1806  ___________________________________________________________________
 TU1806  EPOCH DATE  -        1993.62
 TU1806  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 TU1806  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1806
 TU1806  HORZ ORDER  -  THIRD
 TU1806
 TU1806.The horizontal coordinates were established by classical geodetic methods
 TU1806.and adjusted by the National Geodetic Survey in December 1998..
 TU1806.The horizontal coordinates are valid at the epoch date displayed above.
 TU1806.The epoch date for horizontal control is a decimal equivalence
 TU1806.of Year/Month/Day.
 TU1806
 TU1806
 TU1806.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1806
 TU1806.The geoid height was determined by GEOID03.
 TU1806
 TU1806;                    North         East     Units Scale Factor Converg.
 TU1806;SPC HI 4     -     7,843.596   492,843.644   MT  0.99999063   -0 01 33.0
 TU1806;UTM  04      - 2,422,327.376   441,200.703   MT  0.99964272   -0 12 44.5
 TU1806
 TU1806                          SUPERSEDED SURVEY CONTROL
 TU1806
 TU1806  NAD 83(1986)-  21 54 14.93457(N)    159 34 09.34675(W) AD(       ) 4
 TU1806  OLD HI      -  21 54 26.20000(N)    159 34 19.37000(W) AD(       ) 3
 TU1806
 TU1806.Superseded values are not recommended for survey control.
 TU1806.NGS no longer adjusts projects to the OLD HI datum.
 TU1806.See file dsdata.txt to determine how the superseded data were derived.
 TU1806
 TU1806_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4120122327(NAD 83)
 TU1806
 TU1806  HISTORY     - Date     Condition        Report By
 TU1806  HISTORY     - UNK      MONUMENTED
 TU1806  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1806
 TU1806                          STATION DESCRIPTION
 TU1806
 TU1806'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1806'STATION IS GONE.  THIS AREA IS NOW CANE FIELDS AND THERE ARE
 TU1806'NO BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1508 ***********************************************************************
 TU1508  DESIGNATION -  WAHIAWA USN COMM STA TOWER
 TU1508  PID         -  TU1508
 TU1508  STATE/COUNTY-  HI/HONOLULU
 TU1508  USGS QUAD   -  HAUULA (1983)
 TU1508
 TU1508                         *CURRENT SURVEY CONTROL
 TU1508  ___________________________________________________________________
 TU1508* NAD 83(1993)-  21 30 57.76500(N)    158 00 20.96081(W)     ADJUSTED  
 TU1508* LOCAL TIDAL -                                                        
 TU1508  ___________________________________________________________________
 TU1508  EPOCH DATE  -        1993.62
 TU1508  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 TU1508  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU1508
 TU1508  HORZ ORDER  -  THIRD
 TU1508
 TU1508.The horizontal coordinates were established by classical geodetic methods
 TU1508.and adjusted by the National Geodetic Survey in December 1998..
 TU1508.The horizontal coordinates are valid at the epoch date displayed above.
 TU1508.The epoch date for horizontal control is a decimal equivalence
 TU1508.of Year/Month/Day.
 TU1508
 TU1508
 TU1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1508
 TU1508.The geoid height was determined by GEOID03.
 TU1508
 TU1508;                    North         East     Units Scale Factor Converg.
 TU1508;SPC HI 3     -    38,683.408   499,396.749   MT  0.99999000   -0 00 07.7
 TU1508;UTM  04      - 2,379,589.250   602,968.184   MT  0.99973101   +0 21 52.8
 TU1508
 TU1508                          SUPERSEDED SURVEY CONTROL
 TU1508
 TU1508  NAD 83(1986)-  21 30 57.71572(N)    158 00 20.97158(W) AD(       ) 4
 TU1508  OLD HI      -  21 31 09.13306(N)    158 00 30.86718(W) AD(       ) 3
 TU1508
 TU1508.Superseded values are not recommended for survey control.
 TU1508.NGS no longer adjusts projects to the OLD HI datum.
 TU1508.See file dsdata.txt to determine how the superseded data were derived.
 TU1508
 TU1508_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0296879589(NAD 83)
 TU1508
 TU1508  HISTORY     - Date     Condition        Report By
 TU1508  HISTORY     - 1969     MONUMENTED       CGS
 TU1508
 TU1508                          STATION DESCRIPTION
 TU1508
 TU1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1508'THE STATION IS THE RED LIGHT ON TOP OF THE TOWER, WHICH IS LOCATED
 TU1508'ABOUT ONE AND ONE-HALF MILES NORTHEAST OF WAHIAWA ON THE NAVAL
 TU1508'RESERVATION, ABOUT 200 FEET NORTH OF THE GATE.  IT IS A
 TU1508'THREE-LEGGED RED-AND-WHITE TOWER ABOUT 200 FEET HIGH.  THERE ARE
 TU1508'TWO RADAR DISHES ON TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3254 ***********************************************************************
 TU3254  DESIGNATION -  WAHIE
 TU3254  PID         -  TU3254
 TU3254  STATE/COUNTY-  HI/MAUI
 TU3254  USGS QUAD   -  
 TU3254
 TU3254                         *CURRENT SURVEY CONTROL
 TU3254  ___________________________________________________________________
 TU3254* NAD 83(1993)-  20 55 23.79167(N)    156 56 16.45905(W)     ADJUSTED  
 TU3254* LOCAL TIDAL -                                                        
 TU3254  ___________________________________________________________________
 TU3254  EPOCH DATE  -        1993.62
 TU3254  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 TU3254  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU3254
 TU3254  HORZ ORDER  -  THIRD
 TU3254
 TU3254.The horizontal coordinates were established by classical geodetic methods
 TU3254.and adjusted by the National Geodetic Survey in December 1998..
 TU3254.The horizontal coordinates are valid at the epoch date displayed above.
 TU3254.The epoch date for horizontal control is a decimal equivalence
 TU3254.of Year/Month/Day.
 TU3254
 TU3254
 TU3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3254
 TU3254.The geoid height was determined by GEOID03.
 TU3254
 TU3254;                    North         East     Units Scale Factor Converg.
 TU3254;SPC HI 2     -    65,335.487   471,785.687   MT  0.99997650   -0 05 48.7
 TU3254;UTM  04      - 2,315,034.948   714,455.109   MT  1.00016839   +0 44 12.1
 TU3254
 TU3254                          SUPERSEDED SURVEY CONTROL
 TU3254
 TU3254  NAD 83(1986)-  20 55 23.75232(N)    156 56 16.41578(W) AD(       ) 4
 TU3254  OLD HI      -  20 55 35.12000(N)    156 56 26.55000(W) AD(       ) 3
 TU3254
 TU3254.Superseded values are not recommended for survey control.
 TU3254.NGS no longer adjusts projects to the OLD HI datum.
 TU3254.See file dsdata.txt to determine how the superseded data were derived.
 TU3254
 TU3254_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1445515035(NAD 83)
 TU3254
 TU3254  HISTORY     - Date     Condition        Report By
 TU3254  HISTORY     - UNK      MONUMENTED
 TU3254  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3254
 TU3254                          STATION DESCRIPTION
 TU3254
 TU3254'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3254'THE REMAINS OF A CAIRN WAS RECOVERED ON WAHIE POINT AND IT IS
 TU3254'BELIEVED TO BE THE OLD STATION.  A USGS BENCH MARK, 27 M, WAS
 TU3254'FOUND AT EDGE OF OLD CAIRN, AND BECAUSE OF ITS BETTER LOCATION WAS
 TU3254'INCORPORATED IN THE 1962 TRAVERSE AND TRIANGULATION PROJECT.  SEE
 TU3254'DESCRIPTION TO STATION 27 M 1923 (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1940 ***********************************************************************
 TU1940  DESIGNATION -  WAI
 TU1940  PID         -  TU1940
 TU1940  STATE/COUNTY-  HI/KAUAI
 TU1940  USGS QUAD   -  KAPAA (1996)
 TU1940
 TU1940                         *CURRENT SURVEY CONTROL
 TU1940  ___________________________________________________________________
 TU1940* NAD 83(1993)-  22 01 05.69333(N)    159 20 19.19132(W)     ADJUSTED  
 TU1940* LOCAL TIDAL -                                                        
 TU1940  ___________________________________________________________________
 TU1940  EPOCH DATE  -        1993.62
 TU1940  LAPLACE CORR-         -14.11  (seconds)                    DEFLEC99
 TU1940  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1940
 TU1940  HORZ ORDER  -  THIRD
 TU1940
 TU1940.The horizontal coordinates were established by classical geodetic methods
 TU1940.and adjusted by the National Geodetic Survey in December 1998..
 TU1940.The horizontal coordinates are valid at the epoch date displayed above.
 TU1940.The epoch date for horizontal control is a decimal equivalence
 TU1940.of Year/Month/Day.
 TU1940
 TU1940
 TU1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1940
 TU1940.The geoid height was determined by GEOID03.
 TU1940
 TU1940;                    North         East     Units Scale Factor Converg.
 TU1940;SPC HI 4     -    20,484.071   516,657.593   MT  0.99999343   +0 03 37.7
 TU1940;UTM  04      - 2,434,885.501   465,047.116   MT  0.99961509   -0 07 37.1
 TU1940
 TU1940                          SUPERSEDED SURVEY CONTROL
 TU1940
 TU1940  NAD 83(1986)-  22 01 05.66863(N)    159 20 19.24449(W) AD(       ) 4
 TU1940  OLD HI      -  22 01 17.00000(N)    159 20 29.31000(W) AD(       ) 3
 TU1940
 TU1940.Superseded values are not recommended for survey control.
 TU1940.NGS no longer adjusts projects to the OLD HI datum.
 TU1940.See file dsdata.txt to determine how the superseded data were derived.
 TU1940
 TU1940_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6504734886(NAD 83)
 TU1940
 TU1940  HISTORY     - Date     Condition        Report By
 TU1940  HISTORY     - 1910     MONUMENTED       CGS
 TU1940  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU1940  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1940  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 TU1940
 TU1940                          STATION DESCRIPTION
 TU1940
 TU1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1940'ON THE EAST COAST OF KAUAI, ABOUT 2 MILES NORTH OF HANAMAULU BAY,
 TU1940'15 FEET BACK FROM AND 2 FEET ABOVE HIGH-WATER MARK.  MARKED BY
 TU1940'FENCE POST.  REFERENCE MARKS ARE AS FOLLOWS-- NO. 1, FIVE TACKS,
 TU1940'FOUR AS A SQUARE WITH FIFTH AT CENTER, IN THE TOP OF A SAWED-OFF
 TU1940'8 BY 8 INCH POST, 7.7 FEET SOUTHEAST (MAKAI).  NO. 2, STAKE
 TU1940'WITH GALVANIZED NAIL PROJECTING 4 INCHES ABOVE TOP OF SAND
 TU1940'DUNE, 56.4 FEET NORTHWEST (MAUKA).
 TU1940
 TU1940                          STATION RECOVERY (1958)
 TU1940
 TU1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU1940'AN OLD BURNED-OFF FENCE POST IN THE CENTER OF A GRASS, BRUSH
 TU1940'CLUMP WAS FOUND IN THIS VICINITY.  NO ANGLES WERE TAKEN TO CHECK
 TU1940'POSITION.  NO. R.M.S WERE FOUND.
 TU1940'
 TU1940'TO REACH GO N.E. ALONG THE MAIN HIGHWAY FROM THE VILLAGE OF
 TU1940'HANAMAULU FOR 1.55 MILES.  TURN RIGHT ON DIRT ROAD AND GO 0.15 MILE
 TU1940'TO STATION DEAD AHEAD ON RIGHT SIDE OF A DRY CREEK BED AND AT
 TU1940'BEACH LINE.
 TU1940
 TU1940                          STATION RECOVERY (1965)
 TU1940
 TU1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1940'STATION IS DESTROYED.  THIS AREA IS NOW THE SOUTHEAST CORNER
 TU1940'OF THE GOLF COURSE, WHICH HAS BEEN CLEARED OFF AND LEVELED OUT
 TU1940'TO THE BEACH BLUFF.
 TU1940
 TU1940                          STATION RECOVERY (1998)
 TU1940
 TU1940'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2842 ***********************************************************************
 TU2842  DESIGNATION -  WAI ALE 1883
 TU2842  PID         -  TU2842
 TU2842  STATE/COUNTY-  HI/MAUI
 TU2842  USGS QUAD   -  NAHIKU (1983)
 TU2842
 TU2842                         *CURRENT SURVEY CONTROL
 TU2842  ___________________________________________________________________
 TU2842* NAD 83(1993)-  20 44 03.91735(N)    156 07 24.93603(W)     ADJUSTED  
 TU2842* LOCAL TIDAL -      2243.     (meters)    7359.     (feet)  SCALED    
 TU2842  ___________________________________________________________________
 TU2842  EPOCH DATE  -        1993.62
 TU2842  LAPLACE CORR-         -12.29  (seconds)                    DEFLEC99
 TU2842  GEOID HEIGHT-          16.77  (meters)                     GEOID03
 TU2842
 TU2842  HORZ ORDER  -  THIRD
 TU2842
 TU2842.The horizontal coordinates were established by classical geodetic methods
 TU2842.and adjusted by the National Geodetic Survey in December 1998..
 TU2842.The horizontal coordinates are valid at the epoch date displayed above.
 TU2842.The epoch date for horizontal control is a decimal equivalence
 TU2842.of Year/Month/Day.
 TU2842
 TU2842.The orthometric height was scaled from a topographic map.
 TU2842
 TU2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2842
 TU2842.The geoid height was determined by GEOID03.
 TU2842
 TU2842;                    North         East     Units Scale Factor Converg.
 TU2842;SPC HI 2     -    44,498.306   556,561.579   MT  1.00000619   +0 11 32.2
 TU2842;UTM  04      - 2,295,419.503   799,562.062   MT  1.00070917   +1 01 08.8
 TU2842
 TU2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2842!SPC HI 2     -   0.99964493  x   1.00000619  =   0.99965112
 TU2842!UTM  04      -   0.99964493  x   1.00070917  =   1.00035385
 TU2842
 TU2842:                Primary Azimuth Mark                     Grid Az
 TU2842:SPC HI 2     -  PAKIHI KALUANUI 1883                     255 42 08.7
 TU2842:UTM  04      -  PAKIHI KALUANUI 1883                     254 52 32.1
 TU2842
 TU2842|---------------------------------------------------------------------|
 TU2842| PID    Reference Object                     Distance      Geod. Az  |
 TU2842|                                                           dddmmss.s |
 TU2842| TU2847 PAKIHI KALUANUI 1883                APPROX. 1.8 KM 2555340.9 |
 TU2842|---------------------------------------------------------------------|
 TU2842
 TU2842                          SUPERSEDED SURVEY CONTROL
 TU2842
 TU2842  NAD 83(1986)-  20 44 03.87938(N)    156 07 24.95496(W) AD(       ) 3
 TU2842  OLD HI      -  20 44 15.41700(N)    156 07 35.06000(W) AD(       ) 3
 TU2842
 TU2842.Superseded values are not recommended for survey control.
 TU2842.NGS no longer adjusts projects to the OLD HI datum.
 TU2842.See file dsdata.txt to determine how the superseded data were derived.
 TU2842
 TU2842_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH9956295420(NAD 83)
 TU2842
 TU2842  HISTORY     - Date     Condition        Report By
 TU2842  HISTORY     - 1883     MONUMENTED       HIGS
 TU2842
 TU2842                          STATION DESCRIPTION
 TU2842
 TU2842'DESCRIBED BY HAWAII GEODETIC SURVEY 1883
 TU2842'EAST OF THE CENTRAL PART OF EAST MAUI, IN HANA DISTRICT, ON THE
 TU2842'NORTHEASTERN SLOPE OF MOUNT HALEAKALA, NORTH OF THE KIPAHULU
 TU2842'VALLEY, ON THE BROW OF A PALI OVERLOOKING THE POND OF WAI
 TU2842'ANAPANAPA (SPARKLING WATER).  MARKED BY A CONCRETE POST, WITH
 TU2842'REDWOOD POST SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2588 ***********************************************************************
 TU2588  DESIGNATION -  WAIAHA
 TU2588  PID         -  TU2588
 TU2588  STATE/COUNTY-  HI/HAWAII
 TU2588  USGS QUAD   -  KAILUA (1996)
 TU2588
 TU2588                         *CURRENT SURVEY CONTROL
 TU2588  ___________________________________________________________________
 TU2588* NAD 83(1993)-  19 37 59.36927(N)    155 56 57.85513(W)     ADJUSTED  
 TU2588* LOCAL TIDAL -       455.3    (meters)    1494.     (feet)  VERT ANG  
 TU2588  ___________________________________________________________________
 TU2588  EPOCH DATE  -        1993.62
 TU2588  LAPLACE CORR-          24.02  (seconds)                    DEFLEC99
 TU2588  GEOID HEIGHT-          20.51  (meters)                     GEOID03
 TU2588
 TU2588  HORZ ORDER  -  SECOND
 TU2588
 TU2588.The horizontal coordinates were established by classical geodetic methods
 TU2588.and adjusted by the National Geodetic Survey in December 1998..
 TU2588.The horizontal coordinates are valid at the epoch date displayed above.
 TU2588.The epoch date for horizontal control is a decimal equivalence
 TU2588.of Year/Month/Day.
 TU2588
 TU2588.The orthometric height was determined by vertical angle observations.
 TU2588
 TU2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2588
 TU2588.The geoid height was determined by GEOID03.
 TU2588
 TU2588;                    North         East     Units Scale Factor Converg.
 TU2588;SPC HI 1     -    88,595.676   452,864.370   MT  0.99999412   -0 09 03.6
 TU2588;UTM  05      - 2,173,564.243   190,661.995   MT  1.00078296   -0 59 30.4
 TU2588;UTM  04      - 2,173,751.266   819,958.825   MT  1.00086560   +1 01 33.1
 TU2588
 TU2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2588!SPC HI 1     -   0.99992521  x   0.99999412  =   0.99991933
 TU2588!UTM  05      -   0.99992521  x   1.00078296  =   1.00070811
 TU2588!UTM  04      -   0.99992521  x   1.00086560  =   1.00079075
 TU2588
 TU2588|---------------------------------------------------------------------|
 TU2588| PID    Reference Object                     Distance      Geod. Az  |
 TU2588|                                                           dddmmss.s |
 TU2588| CN6194 WAIAHA RM 1                           5.548 METERS 01930     |
 TU2588| CN6195 WAIAHA RM 2                           4.540 METERS 06732     |
 TU2588| TU2599 KONA HILTON HOTEL SLIDE TOP         APPROX. 4.3 KM 2680321.5 |
 TU2588| TU2625 KAILUA LIGHT                        APPROX. 5.4 KM 2752736.4 |
 TU2588| TU2593 KAILUA MOKUAIKAUA CHURCH SPIRE      APPROX. 4.7 KM 2785143.0 |
 TU2588| TU2630 KEA VORTAC 1972                     APPROX. 8.3 KM 2863732.7 |
 TU2588|---------------------------------------------------------------------|
 TU2588
 TU2588                          SUPERSEDED SURVEY CONTROL
 TU2588
 TU2588  NAD 83(1986)-  19 37 59.36727(N)    155 56 57.87991(W) AD(       ) 2
 TU2588  OLD HI      -  19 38 10.27500(N)    155 57 07.91000(W) AD(       ) 2
 TU2588
 TU2588.Superseded values are not recommended for survey control.
 TU2588.NGS no longer adjusts projects to the OLD HI datum.
 TU2588.See file dsdata.txt to determine how the superseded data were derived.
 TU2588
 TU2588_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9066273564(NAD 83)
 TU2588_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2588_SETTING: 80 = SET IN A BOULDER
 TU2588_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2588
 TU2588  HISTORY     - Date     Condition        Report By
 TU2588  HISTORY     - 1948     MONUMENTED       CGS
 TU2588  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU2588  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2588  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2588
 TU2588                          STATION DESCRIPTION
 TU2588
 TU2588'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2588'THE STATION IS LOCATED ON OPEN GRASSY GROUND ABOUT 4 MILES SOUTH
 TU2588'OF HONOKOHAU, ABOUT 3 MILES EAST SOUTHEAST OF KAILUA, ABOUT 1
 TU2588'MILE NORTH OF HOLUALOA, ABOUT 0.1 MILE SOUTH OF WAIAHA STREAM,
 TU2588'150 FEET NORTH OF A HOUSE HAVING A PYRAMID SHAPED ROOF, 125 FEET
 TU2588'WEST OF THE CENTERLINE OF THE HIGHWAY WHICH RUNS BETWEEN
 TU2588'HOLUALOA AND HONOKOHAU, 47.2 FEET NORTHEAST OF THE CLOSEST EDGE
 TU2588'OF A WOODEN WATER TANK, 32 FEET SOUTH OF A ROCK WALL AND 24
 TU2588'FEET SOUTH OF THE CENTER OF A TRACK ROAD.
 TU2588'
 TU2588'TO REACH FROM THE ROAD INTERSECTION IN HOLUALOA.  GO NORTH ON
 TU2588'THE ROAD WHICH LEADS TOWARD HONOKOHAU FOR 1.65 MILES.  TURN LEFT,
 TU2588'ONTO A TRACK ROAD AND GO WESTERLY FOR 125 FEET TO THE STATION
 TU2588'ON THE LEFT HAND SIDE OF THE ROAD.
 TU2588'
 TU2588'THE STATION IS A STANDARD DISK, STAMPED WAIAHA 1948, SET INTO A
 TU2588'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES.
 TU2588'
 TU2588'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WAIAHA 1
 TU2588'1948, SET INTO A MOUND OF CONCRETE ON THE TOP OF A BOULDER WHICH
 TU2588'PROJECTS ABOUT 1 FOOT AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 TU2588'
 TU2588'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WAIAHA 2
 TU2588'1948, SET INTO A MOUND OF CONCRETE ON THE TOP OF A BOULDER WHICH
 TU2588'PROJECTS ABOUT 1 FOOT AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 TU2588'
 TU2588'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU2588
 TU2588                          STATION RECOVERY (1964)
 TU2588
 TU2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EPC)
 TU2588'STATION WAS RECOVERED AS DESCRIBED WITH THE EXCEPTION OF DIRECTION
 TU2588'OF WOODEN WATER TANK.  STATION IS LOCATED 47.2 FEET NW OF THE
 TU2588'CLOSEST EDGE OF THE WOODEN WATER TANK.
 TU2588
 TU2588                          STATION RECOVERY (1967)
 TU2588
 TU2588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2588'ALL MARKS WERE RECOVERED, ALTHOUGH THE CEMENT AROUND THE STATION
 TU2588'DISK AND RM NO. 1 WAS FOUND TO BE COMING LOOSE FROM THE ROCK, SO
 TU2588'THEY WERE RE-CEMENTED.  THE WOODEN TANK MENTIONED IN THE 1948
 TU2588'DESCRIPTION IS GONE.  A WITNESS POST WAS SET AT STATION.  A
 TU2588'COMPLETE DESCRIPTION FOLLOWS--
 TU2588'
 TU2588'STATION IS LOCATED ABOUT 3 MILES EAST OF KAILUA AND 1 MILE NORTH
 TU2588'OF HOLUALOA, IN A BRUSH-COVERED LOT ON WEST SIDE OF STATE HIGHWAY
 TU2588'18, JUST ACROSS THE HIGHWAY FROM 2 VERY LARGE, GREEN WATER TANKS.
 TU2588'
 TU2588'TO REACH STATION FROM THE POST OFFICE IN HOLUALOA, GO NORTH ON
 TU2588'STATE HIGHWAY 18 FOR 1.0 MILE TO TRACK ROAD LEFT, AT TELEPHONE
 TU2588'POLE 27, JUST BELOW THE WATER TANKS.  TURN LEFT AND GO ALONG LEFT
 TU2588'SIDE OF OLD STONE FENCE FOR 125 FEET TO STATION ON LEFT.
 TU2588'
 TU2588'STATION MARK IS A STANDARD DISK STAMPED WAIAHA 1948, CEMENTED IN
 TU2588'A DRILL HOLE IN LAVA BEDROCK PROJECTING 6 INCHES ABOVE
 TU2588'GROUND.  IT IS 125 FEET WEST OF CENTER LINE OF HIGHWAY, 26 FEET
 TU2588'SOUTH OF CENTER LINE OF TRACK ROAD, 33 FEET SOUTH OF THE STONE
 TU2588'FENCE, 100 FEET NORTH OF A RED-ROOFED HOUSE, 44 FEET NORTH OF A
 TU2588'SMALL, RED-ROOFED OUT-BUILDING BY THE HOUSE, 31 FEET NORTH
 TU2588'FENCE-LINE OF YARD OF THE HOUSE, AND 5 FEET SOUTHWEST OF A
 TU2588'WHITE WITNESS POST.
 TU2588'
 TU2588'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIAHA 1
 TU2588'1948, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP PROJECTING 2
 TU2588'INCHES ABOVE GROUND.  IT IS 8-1/2 FEET SOUTH OF CENTER LINE OF
 TU2588'TRACK ROAD AND AT SAME ELEVATION AS STATION.
 TU2588'
 TU2588'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIAHA 2
 TU2588'1948, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE PROJECTING 1
 TU2588'FOOT ON THE WEST SIDE, AND IS 1 FOOT HIGHER THAN STATION MARK.
 TU2588'
 TU2588'NOTE--ALL MARKS BECOME COVERED BY THE HEAVY GRASS AND OTHER
 TU2588'GROWTH.
 TU2588
 TU2588                          STATION RECOVERY (1972)
 TU2588
 TU2588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2588'STATION MARK AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED IN
 TU2588'GOOD CONDITION AS DESCRIBED BY D.M. WHIPP (1967).
 TU2588'
 TU2588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2588'2.2 NM ESE OF KAILUA, KONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3434 ***********************************************************************
 TU3434  DESIGNATION -  WAIAHEWAHEWA AERO BCN RED LT
 TU3434  PID         -  TU3434
 TU3434  STATE/COUNTY-  HI/MAUI
 TU3434  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3434
 TU3434                         *CURRENT SURVEY CONTROL
 TU3434  ___________________________________________________________________
 TU3434* NAD 83(1993)-  21 08 11.54574(N)    157 07 24.79355(W)     ADJUSTED  
 TU3434* LOCAL TIDAL -                                                        
 TU3434  ___________________________________________________________________
 TU3434  EPOCH DATE  -        1993.62
 TU3434  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 TU3434  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU3434
 TU3434  HORZ ORDER  -  THIRD
 TU3434
 TU3434.The horizontal coordinates were established by classical geodetic methods
 TU3434.and adjusted by the National Geodetic Survey in December 1998..
 TU3434.The horizontal coordinates are valid at the epoch date displayed above.
 TU3434.The epoch date for horizontal control is a decimal equivalence
 TU3434.of Year/Month/Day.
 TU3434
 TU3434
 TU3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3434
 TU3434.The geoid height was determined by GEOID03.
 TU3434
 TU3434;                    North         East     Units Scale Factor Converg.
 TU3434;SPC HI 2     -    88,991.235   452,541.808   MT  0.99999449   -0 09 53.1
 TU3434;UTM  04      - 2,338,409.977   694,864.876   MT  1.00006926   +0 40 36.6
 TU3434
 TU3434                          SUPERSEDED SURVEY CONTROL
 TU3434
 TU3434  NAD 83(1986)-  21 08 11.50298(N)    157 07 24.74628(W) AD(       ) 4
 TU3434  OLD HI      -  21 08 22.96200(N)    157 07 34.88200(W) AD(       ) 3
 TU3434
 TU3434.Superseded values are not recommended for survey control.
 TU3434.NGS no longer adjusts projects to the OLD HI datum.
 TU3434.See file dsdata.txt to determine how the superseded data were derived.
 TU3434
 TU3434_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9486538410(NAD 83)
 TU3434
 TU3434  HISTORY     - Date     Condition        Report By
 TU3434  HISTORY     - 1962     MONUMENTED       CGS
 TU3434  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3434
 TU3434                          STATION DESCRIPTION
 TU3434
 TU3434'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3434'STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF KAUNAKAKAI, ABOUT
 TU3434'5.5 MILES EAST OF MAUNALOA, ABOUT 2.5 MILES SOUTHWEST OF THE
 TU3434'MOLOKAI AIRPORT, AND AT THE EAST END OF EASTWEST RIDGE.
 TU3434'
 TU3434'STATION IS CENTER OF FLASHING RED WARNING LIGHT ATOP A 27 FOOT
 TU3434'WOODEN POLE.
 TU3434'
 TU3434'LIGHT APPEARS ON C AND GS CHARTS 4116 AND 4120 AS A LANDMARK.
 TU3434
 TU3434                          STATION RECOVERY (1969)
 TU3434
 TU3434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU3434'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3434'
 TU3434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU3434'5.5 MILES EAST OF MAUNALOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1470 ***********************************************************************
 TU1470  DESIGNATION -  WAIAHILAHILA
 TU1470  PID         -  TU1470
 TU1470  STATE/COUNTY-  HI/HONOLULU
 TU1470  USGS QUAD   -  HAUULA (1983)
 TU1470
 TU1470                         *CURRENT SURVEY CONTROL
 TU1470  ___________________________________________________________________
 TU1470* NAD 83(1993)-  21 35 31.67787(N)    157 54 47.35253(W)     ADJUSTED  
 TU1470* LOCAL TIDAL -       389.0    (meters)    1276.     (feet)  VERT ANG  
 TU1470  ___________________________________________________________________
 TU1470  EPOCH DATE  -        1993.62
 TU1470  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 TU1470  GEOID HEIGHT-          14.63  (meters)                     GEOID03
 TU1470
 TU1470  HORZ ORDER  -  FIRST
 TU1470
 TU1470.The horizontal coordinates were established by classical geodetic methods
 TU1470.and adjusted by the National Geodetic Survey in December 1998..
 TU1470.The horizontal coordinates are valid at the epoch date displayed above.
 TU1470.The epoch date for horizontal control is a decimal equivalence
 TU1470.of Year/Month/Day.
 TU1470
 TU1470.The orthometric height was determined by vertical angle observations.
 TU1470
 TU1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1470
 TU1470.The geoid height was determined by GEOID03.
 TU1470
 TU1470;                    North         East     Units Scale Factor Converg.
 TU1470;SPC HI 3     -    47,110.491   508,993.288   MT  0.99999100   +0 01 55.1
 TU1470;UTM  04      - 2,388,075.603   612,508.131   MT  0.99975641   +0 23 60.0
 TU1470
 TU1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1470!SPC HI 3     -   0.99993656  x   0.99999100  =   0.99992756
 TU1470!UTM  04      -   0.99993656  x   0.99975641  =   0.99969299
 TU1470
 TU1470|---------------------------------------------------------------------|
 TU1470| PID    Reference Object                     Distance      Geod. Az  |
 TU1470|                                                           dddmmss.s |
 TU1470| CJ9076 WAIAHILAHILA RM 1                    13.743 METERS 02347     |
 TU1470| CJ9077 WAIAHILAHILA RM 2                     3.259 METERS 14058     |
 TU1470| TU1480 KAHUKU MILL CHIMNEY                 APPROX.10.3 KM 3382353.1 |
 TU1470|---------------------------------------------------------------------|
 TU1470
 TU1470                          SUPERSEDED SURVEY CONTROL
 TU1470
 TU1470  NAD 83(1986)-  21 35 31.62842(N)    157 54 47.36276(W) AD(       ) 1
 TU1470  OLD HI      -  21 35 43.06749(N)    157 54 57.26329(W) AD(       ) 1
 TU1470
 TU1470.Superseded values are not recommended for survey control.
 TU1470.NGS no longer adjusts projects to the OLD HI datum.
 TU1470.See file dsdata.txt to determine how the superseded data were derived.
 TU1470
 TU1470_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1250888076(NAD 83)
 TU1470_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1470_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1470_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1470
 TU1470  HISTORY     - Date     Condition        Report By
 TU1470  HISTORY     - 1927     MONUMENTED       CGS
 TU1470  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1470  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1470
 TU1470                          STATION DESCRIPTION
 TU1470
 TU1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1470'IN NORTHEASTERN PART OF OAHU, ON SUMMIT OF PROMINENT HILL OF SAME
 TU1470'NAME, ABOUT 1 MILE SOUTH-SOUTHWEST OF HAUULA RAILROAD
 TU1470'STATION.  HILL COMES TO SHARP PEAK AT TOP WITH NO ROOM FOR PLACING
 TU1470'REFERENCE MARKS.  STATION MARKED ACCORDING TO NOTE 6A, A STANDARD
 TU1470'DISK STATION MARK SET IN CONCRETE IN TOP OF TILE WHICH IS
 TU1470'EMBEDDED IN GROUND.  REMARKED ACCORDING TO NOTE 14X IN 1929.
 TU1470
 TU1470                          STATION RECOVERY (1964)
 TU1470
 TU1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1470'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE TYPE
 TU1470'14X SIGNAL WAS FOUND LAYING BY THE STATION MARK.  THE GUY-WIRE
 TU1470'CABLES HAVE RUSTED AWAY.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1470'
 TU1470'STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE POST OFFICE IN
 TU1470'HAUULA AND 1/2 MILE NORTHWEST OF A STOCKYARD AT THE END OF THE
 TU1470'SACRED FALLS ROAD, AT ABOUT 1264 FEET ELEVATION, ON A SMALL,
 TU1470'PROMINENT KNOB WHICH IS THE HIGHEST POINT OF PUU WAIAHILAHILA.
 TU1470'
 TU1470'TO REACH STATION FROM THE POST OFFICE IN HAUULA, GO SOUTHEAST ON
 TU1470'STATE HIGHWAY 83 FOR 0.8 MILE.  TURN RIGHT AT SIGN TO SACRED FALLS
 TU1470'RANCH AND GO 0.6 MILE TO CROSSROAD.  TURN RIGHT AND GO 0.05
 TU1470'MILE.  TURN LEFT ON TRACK ROAD BY SUGAR COMPANY PUMP HOUSE AND GO
 TU1470'0.05 MILE TO END OF ROAD.  PICK WAY UP THROUGH VERY DENSE BRUSH
 TU1470'FOR ABOUT 200 YARDS TO BASE OF RIDGE, THEN WORK UP ALONG RIDGE
 TU1470'ABOUT 3/4 MILE TO TOP AND STATION.  A 1-1/2 HOUR PACK.
 TU1470'
 TU1470'STATION MARK IS A STANDARD DISK STAMPED WAIAHILAHILA 1927, SET IN
 TU1470'CONCRETE IN THE TOP OF A 5-INCH SOIL PIPE THAT PROJECTS 2 INCHES
 TU1470'ABOVE GROUND.
 TU1470
 TU1470                          STATION RECOVERY (1969)
 TU1470
 TU1470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1470'STATION MARK WAS RECOVERED AND IN GOOD CONDITION, AS DESCRIBED IN
 TU1470'1964. TWO REFERERENCE MARKS WERE ESTABLISHED.  A COMPLETE
 TU1470'DESCRIPTION FOLLOWS--
 TU1470'
 TU1470'STATION IS LOCATED 1 MILE SOUTHWEST OF THE POST OFFICE IN HAUULA
 TU1470'AND 1/2 MILE NORTHWEST OF A STOCKYARD AT THE END OF THE SACRED
 TU1470'FALLS ROAD.  ON A SMALL PROMINENT KNOB WHICH IS THE HIGHEST POINT
 TU1470'OF PUU WAIAHILAHILA.
 TU1470'
 TU1470'TO REACH THE STATION FROM THE POST OFFICE IN HAUULA, GO SOUTHEAST
 TU1470'ON STATE HIGHWAY 83 FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT AND A
 TU1470'SIGN SACRED FALLS RANCH.  TURN RIGHT, EAST, ON A GRADED ROAD FOR
 TU1470'0.6 MILE TO A CROSSROAD.  TURN RIGHT, NORTH, ON A GRADED ROAD FOR
 TU1470'0.05 MILE TO A SIDE ROAD ON THE LEFT, AT A SUGAR COMPANY PUMP
 TU1470'HOUSE.  TURN LEFT, EAST, ON A GRADED ROAD FOR 0.05 MILE TO A
 TU1470'SIDE ROAD ON THE LEFT AND THE END OF TRUCK TRAVEL.  FROM HERE
 TU1470'PICK WAY THROUGH VERY DENSE BRUSH FOR ABOUT 200 YARDS TO THE
 TU1470'BASE OF THE RIDGE.  THEN WORK WAY UP RIDGE FOR ABOUT 3/4 MILE
 TU1470'TO THE HIGHEST POINT AND THE STATION.  A 2-HOUR PACK.
 TU1470'
 TU1470'STATION IS A STANDARD DISK STAMPED WAIAHILAHILA 1927.  SET IN THE
 TU1470'TOP OF A CONCRETE FILLED SOIL PIPE, WHICH PROJECTS 3 INCHES ABOVE
 TU1470'THE GROUND SURFACE AND IS 5-INCHES IN DIAMETER.  ON THE HIGHEST
 TU1470'POINT IN THE VICINITY.
 TU1470'
 TU1470'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAIAHILAHILA 1927 NO 1
 TU1470'1969.  CEMENTED IN A DRILL HOLE IN AN OUTCROP ON THE EAST SIDE OF
 TU1470'THE RIDGE.  FLUSH WITH THE SURFACE OF THE GROUND.  1 FOOT WEST OF
 TU1470'THE EAST EDGE OF THE RIDGE AND ABOUT 20 FEET LOWER THAN THE
 TU1470'STATION.
 TU1470'
 TU1470'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAIAHILAHILA 1927
 TU1470'NO 2 1969.  CEMENTED IN A DRILL HOLE IN AN OUTCROP ON THE FARTHEST
 TU1470'SOUTHEAST POINT OF THE HILL.
 TU1470'
 TU1470'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO THE ROUGH
 TU1470'TERRAIN.
 TU1470'
 TU1470'HEIGHT OF LIGHT ABOVE STATION MARK 4-1/2 FEET.
 TU1470'
 TU1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1470'1 MILE SOUTHWEST OF HAUULA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1119 ***********************************************************************
 TU1119  DESIGNATION -  WAIAHOLE 1926
 TU1119  PID         -  TU1119
 TU1119  STATE/COUNTY-  HI/HONOLULU
 TU1119  USGS QUAD   -  KANEOHE (1983)
 TU1119
 TU1119                         *CURRENT SURVEY CONTROL
 TU1119  ___________________________________________________________________
 TU1119* NAD 83(1993)-  21 28 32.28301(N)    157 50 34.08092(W)     ADJUSTED  
 TU1119* LOCAL TIDAL -        15.     (meters)      49.     (feet)  SCALED    
 TU1119  ___________________________________________________________________
 TU1119  EPOCH DATE  -        1993.62
 TU1119  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 TU1119  GEOID HEIGHT-          15.67  (meters)                     GEOID03
 TU1119
 TU1119  HORZ ORDER  -  THIRD
 TU1119
 TU1119.The horizontal coordinates were established by classical geodetic methods
 TU1119.and adjusted by the National Geodetic Survey in December 1998..
 TU1119.The horizontal coordinates are valid at the epoch date displayed above.
 TU1119.The epoch date for horizontal control is a decimal equivalence
 TU1119.of Year/Month/Day.
 TU1119
 TU1119.The orthometric height was scaled from a topographic map.
 TU1119
 TU1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1119
 TU1119.The geoid height was determined by GEOID03.
 TU1119
 TU1119;                    North         East     Units Scale Factor Converg.
 TU1119;SPC HI 3     -    34,217.102   516,291.634   MT  0.99999328   +0 03 27.2
 TU1119;UTM  04      - 2,375,232.131   619,887.273   MT  0.99977760   +0 25 25.3
 TU1119
 TU1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1119!SPC HI 3     -   0.99999518  x   0.99999328  =   0.99998846
 TU1119!UTM  04      -   0.99999518  x   0.99977760  =   0.99977278
 TU1119
 TU1119:                Primary Azimuth Mark                     Grid Az
 TU1119:SPC HI 3     -  MOKOLII ISLAND                           020 06 44.0
 TU1119:UTM  04      -  MOKOLII ISLAND                           019 44 45.9
 TU1119
 TU1119|---------------------------------------------------------------------|
 TU1119| PID    Reference Object                     Distance      Geod. Az  |
 TU1119|                                                           dddmmss.s |
 TU1119| TU1456 MOKOLII ISLAND                      APPROX. 4.0 KM 0201011.2 |
 TU1119| TU1098 KAPAPA ISLAND                       APPROX. 4.5 KM 0882440.6 |
 TU1119| TU1117 KAHALUU LANDING                     APPROX. 1.7 KM 1444325.6 |
 TU1119| TU1112 HEEIA                               APPROX. 4.0 KM 1482638.1 |
 TU1119|---------------------------------------------------------------------|
 TU1119
 TU1119                          SUPERSEDED SURVEY CONTROL
 TU1119
 TU1119  NAD 83(1986)-  21 28 32.23317(N)    157 50 34.08929(W) AD(       ) 3
 TU1119  OLD HI      -  21 28 43.63600(N)    157 50 43.98000(W) AD(       ) 3
 TU1119
 TU1119.Superseded values are not recommended for survey control.
 TU1119.NGS no longer adjusts projects to the OLD HI datum.
 TU1119.See file dsdata.txt to determine how the superseded data were derived.
 TU1119
 TU1119_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1988775232(NAD 83)
 TU1119_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1119_SETTING: 80 = SET IN A BOULDER
 TU1119_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU1119
 TU1119  HISTORY     - Date     Condition        Report By
 TU1119  HISTORY     - 1926     MONUMENTED       CGS
 TU1119  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1119  HISTORY     - 1933     SEE DESCRIPTION  CGS
 TU1119  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1119
 TU1119                          STATION DESCRIPTION
 TU1119
 TU1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1119'ON THE EASTERN COAST OF OAHU, NEAR THE SHORE OF KANEOHE BAY, AND
 TU1119'BACK FROM THE MAIN HIGHWAY WHERE IT RUNS ALONG THE SHORE OF THE
 TU1119'BAY, BETWEEN LIBBYVILLE AND WAIKANE, AND AT A POINT WHERE THE
 TU1119'CONCRETE ROAD BENDS SHARPLY AROUND THE END OF THE RIDGE BETWEEN
 TU1119'THE WAIAHOLE AND KAALAEA VALLEYS.  STATION IS AT THE MOST
 TU1119'SOUTHEASTERLY PART OF CURVE, BACK FROM THE ROAD AND UP THE SLOPE
 TU1119'ABOUT 65 FEET.  THE TELEPHONE WIRES CUT ACROSS THE END OF THE
 TU1119'RIDGE, PASSING ALMOST DIRECTLY OVER THE STATION.  MARKED
 TU1119'ACCORDING TO NOTE 5.  THE ROCK IN WHICH THE MARK IS PLACED IS
 TU1119'ABOUT 4 FEET HIGH AND IS THE ONLY ROCK IN THE VICINITY.
 TU1119
 TU1119                          STATION RECOVERY (1932)
 TU1119
 TU1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1119'RECOVERED IN GOOD CONDITION.  STATION IS 13 METERS N OF A
 TU1119'CORNFIELD AND ABOUT 3 METERS W OF A PATH UNDER THE TELEPHONE LINE.
 TU1119
 TU1119                          STATION RECOVERY (1933)
 TU1119
 TU1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAP)
 TU1119'RECOVERED IN GOOD CONDITION.  THE CLEARING HAS NOW BEEN EXTENDED
 TU1119'N TO THE STATION AND A FENCE BUILT NEAR THE MARK.
 TU1119
 TU1119                          STATION RECOVERY (1964)
 TU1119
 TU1119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1119'STATION MARK WAS RECOVERED IN GOOD CONDITION.  LINE OF SIGHT TO
 TU1119'ALL OLD STATIONS IS BLOCKED BY BANANA TREES SO NO REFERENCE
 TU1119'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1119'
 TU1119'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF KANEOHE, ON
 TU1119'POINT OF RIDGE BETWEEN WAIAHOLE AND KAALAEA VALLEYS, JUST ABOVE
 TU1119'THE HIGHWAY WHERE IT ROUNDS THE END OF THE RIDGE, AND IT AT THE
 TU1119'NORTH END OF THE YARD AT THE HOME AT 47-896 KAMEHAMEHA HIGHWAY.
 TU1119'
 TU1119'TO REACH STATION FROM THE POST OFFICE IN KANEOHE, GO NORTH ON
 TU1119'KAMEHAMEHA HIGHWAY FOR 6.0 MILES TO MAILBOX ON LEFT WITH ADRESS
 TU1119'47-896.  TURN LEFT UP STEEP DRIVEWAY FOR ABOUT 75 YARDS TO
 TU1119'STATION.
 TU1119'
 TU1119'STATION MARK IS A STANDARD DISK STAMPED WAIAHOLE 1926, CEMENTED
 TU1119'IN A DRILL HOLE IN A 4 X 6-FOOT BOULDER THAT PROJECTS 3 FEET.  IT
 TU1119'IS 1 FOOT SOUTH OF FENCE, 12 FEET WEST FROM CENTER OF LARGE
 TU1119'MANGO TREE, 10.5 FEET EAST OF THE EAST 1 OF 2 PALMS, AND 92.2
 TU1119'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2266 ***********************************************************************
 TU2266  DESIGNATION -  WAIAKEA CREEK CHAN DAYBEACON 1
 TU2266  PID         -  TU2266
 TU2266  STATE/COUNTY-  HI/HAWAII
 TU2266  USGS QUAD   -  HILO (1995)
 TU2266
 TU2266                         *CURRENT SURVEY CONTROL
 TU2266  ___________________________________________________________________
 TU2266* NAD 83(1993)-  19 43 27.10649(N)    155 04 16.28606(W)     ADJUSTED  
 TU2266* LOCAL TIDAL -                                                        
 TU2266  ___________________________________________________________________
 TU2266  EPOCH DATE  -        1993.62
 TU2266  LAPLACE CORR-         -17.45  (seconds)                    DEFLEC99
 TU2266  GEOID HEIGHT-          18.02  (meters)                     GEOID03
 TU2266
 TU2266  HORZ ORDER  -  THIRD
 TU2266
 TU2266.The horizontal coordinates were established by classical geodetic methods
 TU2266.and adjusted by the National Geodetic Survey in December 1998..
 TU2266.The horizontal coordinates are valid at the epoch date displayed above.
 TU2266.The epoch date for horizontal control is a decimal equivalence
 TU2266.of Year/Month/Day.
 TU2266
 TU2266
 TU2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2266
 TU2266.The geoid height was determined by GEOID03.
 TU2266
 TU2266;                    North         East     Units Scale Factor Converg.
 TU2266;SPC HI 1     -    98,667.945   544,950.122   MT  0.99999163   +0 08 41.0
 TU2266;UTM  05      - 2,182,285.868   282,931.038   MT  1.00018244   -0 41 57.4
 TU2266
 TU2266                          SUPERSEDED SURVEY CONTROL
 TU2266
 TU2266  NAD 83(1986)-  19 43 27.07495(N)    155 04 16.30429(W) AD(       ) 4
 TU2266  OLD HI      -  19 43 38.01589(N)    155 04 26.27406(W) AD(       ) 3
 TU2266
 TU2266.Superseded values are not recommended for survey control.
 TU2266.NGS no longer adjusts projects to the OLD HI datum.
 TU2266.See file dsdata.txt to determine how the superseded data were derived.
 TU2266
 TU2266_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8293182286(NAD 83)
 TU2266
 TU2266  HISTORY     - Date     Condition        Report By
 TU2266  HISTORY     - 1978     MONUMENTED       NGS
 TU2266  HISTORY     - 19970120 GOOD             USPSQD
 TU2266
 TU2266                          STATION DESCRIPTION
 TU2266
 TU2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2266'LOCATED IN HILO BAY, IN THE WAIAKEA DISTRICT OF THE CITY OF
 TU2266'HILO, AT THE EAST ENTRANCE OF THE WAILOA RIVER AND IN ABOUT 3
 TU2266'FEET OF WATER.
 TU2266'
 TU2266'THE STATION IS THE LONE PILE THAT SUPPORTS A SQUARE, GREEN
 TU2266'DAYMARK WITH THE NUMBER 1 DISPLAYED.  DESIGNATED UNDER NO. 3681
 TU2266'IN THE PUBLICATION LIGHT LIST, VOLUME III, PACIFIC COAST AND
 TU2266'PACIFIC ISLANDS, 1977.
 TU2266
 TU2266                          STATION RECOVERY (1997)
 TU2266
 TU2266'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU2266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2268 ***********************************************************************
 TU2268  DESIGNATION -  WAIAKEA LIGHT
 TU2268  PID         -  TU2268
 TU2268  STATE/COUNTY-  HI/HAWAII
 TU2268  USGS QUAD   -  HILO (1995)
 TU2268
 TU2268                         *CURRENT SURVEY CONTROL
 TU2268  ___________________________________________________________________
 TU2268* NAD 83(1993)-  19 43 31.48263(N)    155 04 15.45792(W)     ADJUSTED  
 TU2268* LOCAL TIDAL -                                                        
 TU2268  ___________________________________________________________________
 TU2268  EPOCH DATE  -        1993.62
 TU2268  LAPLACE CORR-         -17.43  (seconds)                    DEFLEC99
 TU2268  GEOID HEIGHT-          18.01  (meters)                     GEOID03
 TU2268
 TU2268  HORZ ORDER  -  THIRD
 TU2268
 TU2268.The horizontal coordinates were established by classical geodetic methods
 TU2268.and adjusted by the National Geodetic Survey in December 1998..
 TU2268.The horizontal coordinates are valid at the epoch date displayed above.
 TU2268.The epoch date for horizontal control is a decimal equivalence
 TU2268.of Year/Month/Day.
 TU2268
 TU2268
 TU2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2268
 TU2268.The geoid height was determined by GEOID03.
 TU2268
 TU2268;                    North         East     Units Scale Factor Converg.
 TU2268;SPC HI 1     -    98,802.571   544,973.896   MT  0.99999166   +0 08 41.3
 TU2268;UTM  05      - 2,182,420.155   282,956.798   MT  1.00018230   -0 41 57.3
 TU2268
 TU2268                          SUPERSEDED SURVEY CONTROL
 TU2268
 TU2268  NAD 83(1986)-  19 43 31.45097(N)    155 04 15.47658(W) AD(       ) 4
 TU2268  OLD HI      -  19 43 42.39202(N)    155 04 25.44514(W) AD(       ) 3
 TU2268
 TU2268.Superseded values are not recommended for survey control.
 TU2268.NGS no longer adjusts projects to the OLD HI datum.
 TU2268.See file dsdata.txt to determine how the superseded data were derived.
 TU2268
 TU2268_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8295782420(NAD 83)
 TU2268
 TU2268  HISTORY     - Date     Condition        Report By
 TU2268  HISTORY     - 1975     FIRST OBSERVED   NGS
 TU2268
 TU2268                          STATION DESCRIPTION
 TU2268
 TU2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2268'LOCATED IN THE CITY OF HILO, ON THE SOUTHEAST SHORE OF HILO BAY,
 TU2268'ABOUT 350 YARDS NORTH OF THE KAMEHAMEHA AVENUE BRIDGE OVER THE
 TU2268'WAILOA RIVER.
 TU2268'
 TU2268'THE STATION IS THE RED LIGHT ON A SMALL, METAL PLATFORM ON THE
 TU2268'WEST SIDE OF A GUYED, WHITE, WOODEN POLE, ABOUT 35 FEET ABOVE THE
 TU2268'GROUND AND ABOUT 20 YARDS EAST OF THE SHORELINE.  A SMALL
 TU2268'RED/WHITE, DOUBLE-DIAMOND DAYMARK IS DISPLAYED BELOW THE LIGHT.
 TU2268'DESIGNATED AS NO. 3681 IN THE PUBLICATION LIGHT LIST, VOLUME
 TU2268'III, PACIFIC COAST AND PACIFIC ISLANDS 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2275 ***********************************************************************
 TU2275  DESIGNATION -  WAIAKEA MAUKA=1183
 TU2275  PID         -  TU2275
 TU2275  STATE/COUNTY-  HI/HAWAII
 TU2275  USGS QUAD   -  PIIHONUA (1997)
 TU2275
 TU2275                         *CURRENT SURVEY CONTROL
 TU2275  ___________________________________________________________________
 TU2275* NAD 83(1993)-  19 38 51.69423(N)    155 07 28.46744(W)     ADJUSTED  
 TU2275* LOCAL TIDAL -       345.81   (meters)    1134.5    (feet)  LEVELING  
 TU2275  ___________________________________________________________________
 TU2275  EPOCH DATE  -        1993.62
 TU2275  LAPLACE CORR-         -18.24  (seconds)                    DEFLEC99
 TU2275  GEOID HEIGHT-          19.82  (meters)                     GEOID03
 TU2275
 TU2275  HORZ ORDER  -  FIRST
 TU2275  VERT ORDER  -  THIRD ?
 TU2275
 TU2275.The horizontal coordinates were established by classical geodetic methods
 TU2275.and adjusted by the National Geodetic Survey in December 1998..
 TU2275.The horizontal coordinates are valid at the epoch date displayed above.
 TU2275.The epoch date for horizontal control is a decimal equivalence
 TU2275.of Year/Month/Day.
 TU2275
 TU2275.The orthometric height was determined by differential leveling.
 TU2275.The vertical network tie was performed by a horz. field party for horz.
 TU2275.obs reductions. Reset procedures were used to establish the elevation.
 TU2275
 TU2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2275
 TU2275.The geoid height was determined by GEOID03.
 TU2275
 TU2275;                    North         East     Units Scale Factor Converg.
 TU2275;SPC HI 1     -    90,185.873   539,372.779   MT  0.99998582   +0 07 34.4
 TU2275;UTM  05      - 2,173,884.959   277,228.394   MT  1.00021345   -0 42 52.8
 TU2275
 TU2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2275!SPC HI 1     -   0.99994253  x   0.99998582  =   0.99992835
 TU2275!UTM  05      -   0.99994253  x   1.00021345  =   1.00015597
 TU2275
 TU2275:                Primary Azimuth Mark                     Grid Az
 TU2275:SPC HI 1     -  HILO SUGAR CO STACK                      019 49 23.3
 TU2275:UTM  05      -  HILO SUGAR CO STACK                      020 39 50.5
 TU2275
 TU2275|---------------------------------------------------------------------|
 TU2275| PID    Reference Object                     Distance      Geod. Az  |
 TU2275|                                                           dddmmss.s |
 TU2275| TU2235 HILO SUGAR CO STACK                 APPROX.10.6 KM 0195657.7 |
 TU2275| TU2205 HILO KHVH TV MAST                   APPROX.11.0 KM 0343909.6 |
 TU2275| TU2246 HILO COMTEC MAST                    APPROX. 8.7 KM 0360255.8 |
 TU2275| TU2198 HILO HARBOR COMMISSIONERS TANK      APPROX.11.6 KM 0391528.1 |
 TU2275| TU2202 GENERAL LYMAN FLD CONT TWR BCN      APPROX.10.4 KM 0410003.9 |
 TU2275| TU2256 HILO KHLO RADIO TOWER               APPROX.13.5 KM 0452816.5 |
 TU2275| TU2247 HILO VOR ITO                        APPROX.14.4 KM 0553530.9 |
 TU2275| CN6198 WAIAKEA MAUKA RM 3                   11.454 METERS 14222     |
 TU2275| CN6196 WAIAKEA MAUKA RM 1                    9.069 METERS 16340     |
 TU2275| CN6199 WAIAKEA MAUKA RM 4                   10.313 METERS 19353     |
 TU2275| CN6197 WAIAKEA MAUKA RM 2                   10.493 METERS 27018     |
 TU2275|---------------------------------------------------------------------|
 TU2275
 TU2275                          SUPERSEDED SURVEY CONTROL
 TU2275
 TU2275  NAD 83(1986)-  19 38 51.66429(N)    155 07 28.49387(W) AD(       ) 1
 TU2275  OLD HI      -  19 39 02.59200(N)    155 07 38.46600(W) AD(       ) 1
 TU2275
 TU2275.Superseded values are not recommended for survey control.
 TU2275.NGS no longer adjusts projects to the OLD HI datum.
 TU2275.See file dsdata.txt to determine how the superseded data were derived.
 TU2275
 TU2275_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB7722873885(NAD 83)
 TU2275_MARKER: Z = SEE DESCRIPTION
 TU2275_SETTING: 0 = UNSPECIFIED SETTING
 TU2275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2275+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 TU2275
 TU2275  HISTORY     - Date     Condition        Report By
 TU2275  HISTORY     - 1949     MONUMENTED       USGS
 TU2275  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU2275  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2275  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2275  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2275  HISTORY     - 20051017 GOOD             HIDT
 TU2275
 TU2275                          STATION DESCRIPTION
 TU2275
 TU2275'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (CTH)
 TU2275'THE STATION IS LOCATED ON THE CREST OF A LOW BLUFF, PLANTED IN
 TU2275'SUGAR CANE, WHICH LIES ABOUT 5-1/2 MILES NORTHWEST OF OLAA, ABOUT
 TU2275'5-1/2 MILES SOUTHWEST OF HILO AND ABOUT 1000 FEET NORTHWEST OF CAMP
 TU2275'8.  HIGHER GROUND IS TO THE WESTWARD OF THE STATION.
 TU2275'
 TU2275'TO REACH FROM THE POST OFFICE AT HILO.  GO SOUTHERLY FOR 3.2
 TU2275'MILES.  TURN RIGHT AND GO WESTERLY FOR 0.85 MILE.  TURN LEFT,
 TU2275'KEEPING ON THE PAVED ROAD, AND CONTINUE WEST AND SOUTH FOR 4.45
 TU2275'MILES TO CAMP 8 AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 TU2275'NORTHWEST FOR ABOUT 1000 FEET TO THE HIGH GROUND AND THE STATION.
 TU2275'
 TU2275'THE STATION IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 TU2275'1132, SET IN THE TOP OF A 4-1/2 INCH PIPE WHICH IS LOCATED IN
 TU2275'THE TOP AND CENTER OF A CAIRN ABOUT 5 FEET IN HEIGHT.  THE TOP OF
 TU2275'THE CAIRN HAS BEEN CAPPED WITH A TRIANGULAR SLAB OF CONCRETE WHICH
 TU2275'IS ABOUT 7 FEET ON EACH SIDE.
 TU2275'
 TU2275'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WAIAKEA
 TU2275'MAUKA USGS NO 1 1949, BRAZED TO THE TOP OF A 2-1/2 IRON PIPE
 TU2275'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 5 FEET
 TU2275'LOWER THAN THE STATION.
 TU2275'
 TU2275'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WAIAKEA
 TU2275'MAUKA USGS NO 2 1949, BRAZED TO THE TOP OF A 2-1/2 INCH PIPE
 TU2275'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 5 FEET
 TU2275'LOWER THAN THE STATION.
 TU2275
 TU2275                          STATION RECOVERY (1962)
 TU2275
 TU2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU2275'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS
 TU2275'DESCRIBED IN 1949.  THE DIRECTIONS FOR REACHING THE STATION GIVEN
 TU2275'IN THE 1958 RECOVERY NOTE BY H.O.F. ARE CORRECT.
 TU2275'
 TU2275'THE DESCRIPTION AND THE RECOVERY NOTE ARE BOTH ADEQUATE EXCEPT
 TU2275'THAT KINDALE ST. REFERRED TO IN THE 1958 TO REACH SHOULD BE
 TU2275'KINOOLE ST.
 TU2275
 TU2275                          STATION RECOVERY (1966)
 TU2275
 TU2275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2275'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2275'LAND IS NOW PASTURE, WITH SCATTERED BRUSH.  A COMPLETE
 TU2275'DESCRIPTION FOLLOWS--
 TU2275'
 TU2275'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF HILO, IN
 TU2275'THE WAIAKEA HOMESTEAD DISTRICT, AT 1135 FEET ELEVATION, ON THE
 TU2275'EAST END OF A LOW BLUFF IN PASTURELAND, 1100 FEET WEST OF
 TU2275'MALAAI RD. AND 1200 FEET WEST-SOUTHWEST OF THE JUNCTION OF
 TU2275'MALAAI RD. AND AINAOLA DRIVE.
 TU2275'
 TU2275'TO REACH STATION FROM THE POST OFFICE IN HILO, GO SOUTHEAST
 TU2275'ON KINOOLE ST. FOR 3.2 MILES TO CROSSROAD.  TURN RIGHT AND
 TU2275'FOLLOW KAWAILANI ST. FOR 0.85 MILE.  TAKE LEFT FORK AND FOLLOW
 TU2275'AINAOLA DRIVE FOR 2.7 MILES.  TAKE LEFT FORK, CONTINUING ON
 TU2275'AINAOLA DRIVE, FOR 1.4 MILES TO T-JUNCTION.  TURN LEFT AND GO
 TU2275'SOUTH ON MALAAI RD. FOR 0.1 MILE TO STOCK PEN ON RIGHT, AND END
 TU2275'OF TRUCK TRAVEL.  WALK WEST ACROSS PASTURE FOR ABOUT 1100 FEET
 TU2275'TO STATION.
 TU2275'
 TU2275'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 TU2275'1183, SET IN THE TOP OF A 4-INCH-DIAMETER, CONCRETE-FILLED,
 TU2275'CAST-IRON PIPE SET IN A LARGE CAIRN.  A TRIANGULAR, CONCRETE
 TU2275'PLATFORM, 7 FEET ON EACH SIDE, HAS BEEN BUILT ON TOP OF THE
 TU2275'CAIRN, AND EXTENDS 3 FEET ABOVE GROUND.  A CONCRETE BLOCK 2 FEET
 TU2275'HIGH IS SECURED TO CENTER OF THE PLATFORM AND SUPPORTS A RED
 TU2275'AND WHITE METAL TARGET 10 FEET TALL.  STATION MARK IS VISIBLE
 TU2275'THROUGH A PASSAGE UNDER THE BLOCK.
 TU2275'
 TU2275'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIAKEA
 TU2275'MAUKA USGS NO 1, BRAZED TO THE TOP OF A 2-INCH, IRON PIPE
 TU2275'PROJECTING 14 INCHES ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER
 TU2275'THAN STATION MARK.
 TU2275'
 TU2275'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED (WAIAKEA
 TU2275'MAUKA USGS NO 2, BRAZED TO THE TOP OF A 2-INCH, IRON PIPE THAT
 TU2275'PROJECTS 8 INCHES ABOVE GROUND.  IT IS ABOUT 3 FEET LOWER THAN
 TU2275'STATION MARK.
 TU2275
 TU2275                          STATION RECOVERY (1975)
 TU2275
 TU2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2275'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 TU2275'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IT IS BELIEVED
 TU2275'TO BE LOST AS THE GROUND AT THE DESCRIBED LOCATION OF THE MARK
 TU2275'HAS BEEN GRADED.
 TU2275'
 TU2275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2275'5-1/2 MILES SW OF HILO.
 TU2275
 TU2275                          STATION RECOVERY (1977)
 TU2275
 TU2275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2275'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A HOUSE IS
 TU2275'NOW LOCATED AT THE STATION SITE.  REFERENCE MARKS 1 AND 2 WERE
 TU2275'SEARCHED FOR BUT NOT RECOVERED AND WERE BELIEVED DESTROYED WHEN
 TU2275'THE HOUSE WAS PUT IN.  REFERENCE MARKS 3 AND 4 WERE SET AT THIS
 TU2275'TIME AND DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 TU2275'
 TU2275'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF
 TU2275'HILO, 5-1/2 MILES NORTHWEST OF KURTISTOWN AND ON PROPERTY OWNED
 TU2275'BY MR. HOWARD E. KENT WHO LIVES AT THE STATION SITE.
 TU2275'
 TU2275'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2275'19 IN THE EAST PART OF HILO, GO SOUTH ON HIGHWAY 11 FOR 2.55
 TU2275'MILES TO A CROSS ROAD.  TURN RIGHT AND GO WEST ON KAWAILANI
 TU2275'STREET FOR 0.9 MILE TO A FIRE STATION ON THE LEFT.  CONTINUE
 TU2275'WEST ON KAWAILANI STREET FOR 0.15 MILE TO A FORK AND CROSS
 TU2275'ROAD.  TURN LEFT, THEN RIGHT AND GO SOUTHWEST ON AINAOLA ROAD
 TU2275'FOR 2.5 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 TU2275'SOUTHWEST ON AINAOLA ROAD FOR 1.35 MILES TO A T-ROAD.  TURN LEFT
 TU2275'AND GO SOUTH ON MALAAI ROAD FOR 0.1 MILE TO A TRACK ROAD ON THE
 TU2275'RIGHT.  TURN RIGHT GOING THROUGH A GATE AND GO WEST ON THE TRACK
 TU2275'ROAD FOR 0.3 MILE TO THE TOP OF THE HILL AT MR. HOWARD E. KENTS
 TU2275'RESIDENCE AND THE STATION SITE.
 TU2275'
 TU2275'THE STATION MARK IS A USGS DISK STAMPED 1183 SET IN THE TOP OF
 TU2275'A 4-INCH CONCRETE-FILLED CAST-IRON PIPE SET IN A LARGE CAIRN.  A
 TU2275'TRIANGULAR CONCRETE PLATFORM, 7 FEET ON EACH SIDE, HAS BEEN
 TU2275'BUILT ON TOP OF THE CAIRN AND EXTENDS 3 FEET ABOVE THE
 TU2275'GROUND.  A CONCRETE BLOCK 2 FEET HIGH IS SECURED TO THE CENTER
 TU2275'OF THE PLATFORM AND SUPPORTS A RED AND WHITE METAL TARGET 10
 TU2275'FEET TALL.  IT IS 31 FEET NORTH OF THE NORTH FACE OF THE
 TU2275'HOUSE.  NOTE, DESC.
 TU2275'
 TU2275'REFERENCE MARK 3 IS A NGS DISK STAMPED WAIAKEA MAUKA USGS
 TU2275'1949 NO 3 1977.  IT IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 TU2275'FOUNDATION OF THE HOUSE AND PROJECTS ABOUT 4 INCHES ABOVE THE
 TU2275'GROUND SURFACE.  IT IS AT THE NORTHEAST CORNER OF THE
 TU2275'HOUSE.  NOTE, DESC.
 TU2275'
 TU2275'REFERENCE MARK 4 IS A NGS DISK STAMPED WAIAKEA MAUKA USGS
 TU2275'1949 NO 4 1977.  IT IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 TU2275'FOUNDATION OF THE HOUSE AND PROJECTS ABOUT 4 INCHES ABOVE THE
 TU2275'GROUND SURFACE.  IT IS 31.5 FEET WEST OF THE NORTHEAST CORNER
 TU2275'OF THE HOUSE, 7 FEET WEST OF A WATER FAUCET AND 0.3 FOOT NORTH
 TU2275'OF THE NORTH EDGE OF THE HOUSE.  NOTE, DESC.
 TU2275'
 TU2275'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2275'
 TU2275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2275'5-1/2 MILES SOUTHWEST OF HILO.
 TU2275
 TU2275                          STATION RECOVERY (2005)
 TU2275
 TU2275'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2005 (CBG)
 TU2275'DESCRIPTION IS ADEQUATE,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2220 ***********************************************************************
 TU2220  DESIGNATION -  WAIAKEA NEW=393
 TU2220  PID         -  TU2220
 TU2220  STATE/COUNTY-  HI/HAWAII
 TU2220  USGS QUAD   -  HILO (1995)
 TU2220
 TU2220                         *CURRENT SURVEY CONTROL
 TU2220  ___________________________________________________________________
 TU2220* NAD 83(1993)-  19 41 05.30309(N)    155 05 01.08830(W)     ADJUSTED  
 TU2220* LOCAL TIDAL -       119.81   (meters)     393.1    (feet)  LEVELING  
 TU2220  ___________________________________________________________________
 TU2220  EPOCH DATE  -        1993.62
 TU2220  LAPLACE CORR-         -17.66  (seconds)                    DEFLEC99
 TU2220  GEOID HEIGHT-          18.57  (meters)                     GEOID03
 TU2220
 TU2220  HORZ ORDER  -  SECOND
 TU2220  VERT ORDER  -  THIRD ?
 TU2220
 TU2220.The horizontal coordinates were established by classical geodetic methods
 TU2220.and adjusted by the National Geodetic Survey in December 1998..
 TU2220.The horizontal coordinates are valid at the epoch date displayed above.
 TU2220.The epoch date for horizontal control is a decimal equivalence
 TU2220.of Year/Month/Day.
 TU2220
 TU2220.The orthometric height was determined by differential leveling.
 TU2220.The vertical network tie was performed by a horz. field party for horz.
 TU2220.obs reductions. Reset procedures were used to establish the elevation.
 TU2220
 TU2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2220
 TU2220.The geoid height was determined by GEOID03.
 TU2220
 TU2220;                    North         East     Units Scale Factor Converg.
 TU2220;SPC HI 1     -    94,304.274   543,656.229   MT  0.99999021   +0 08 24.9
 TU2220;UTM  05      - 2,177,940.863   281,572.804   MT  1.00018975   -0 42 07.7
 TU2220
 TU2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2220!SPC HI 1     -   0.99997825  x   0.99999021  =   0.99996846
 TU2220!UTM  05      -   0.99997825  x   1.00018975  =   1.00016799
 TU2220
 TU2220:                Primary Azimuth Mark                     Grid Az
 TU2220:SPC HI 1     -  HILO COMTEC MAST                         015 35 54.7
 TU2220:UTM  05      -  HILO COMTEC MAST                         016 26 27.3
 TU2220
 TU2220|---------------------------------------------------------------------|
 TU2220| PID    Reference Object                     Distance      Geod. Az  |
 TU2220|                                                           dddmmss.s |
 TU2220| TU2246 HILO COMTEC MAST                    APPROX. 3.0 KM 0154419.6 |
 TU2220| TU2205 HILO KHVH TV MAST                   APPROX. 5.3 KM 0214122.8 |
 TU2220| TU2198 HILO HARBOR COMMISSIONERS TANK      APPROX. 5.7 KM 0320200.6 |
 TU2220| TU2253 KUHIO BAY RANGE REAR LIGHT          APPROX. 6.3 KM 0343439.9 |
 TU2220| CN6200 WAIAKEA NEW RM 1                      5.340 METERS 07152     |
 TU2220| CN6201 WAIAKEA NEW RM 2                     10.194 METERS 26853     |
 TU2220| TU2276 HILO RADIO STATION KHBC MAST        APPROX. 6.2 KM 3013342.5 |
 TU2220| TU2249 HILO ST JOSEPHS CATH CH CROSS       APPROX. 4.2 KM 3504339.6 |
 TU2220| TU2235 HILO SUGAR CO STACK                 APPROX. 5.9 KM 3533438.3 |
 TU2220|---------------------------------------------------------------------|
 TU2220
 TU2220                          SUPERSEDED SURVEY CONTROL
 TU2220
 TU2220  NAD 83(1986)-  19 41 05.27111(N)    155 05 01.11111(W) AD(       ) 2
 TU2220  OLD HI      -  19 41 16.20500(N)    155 05 11.08000(W) AD(       ) 2
 TU2220
 TU2220.Superseded values are not recommended for survey control.
 TU2220.NGS no longer adjusts projects to the OLD HI datum.
 TU2220.See file dsdata.txt to determine how the superseded data were derived.
 TU2220
 TU2220_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8157377941(NAD 83)
 TU2220_MARKER: Z = SEE DESCRIPTION
 TU2220_SETTING: 0 = UNSPECIFIED SETTING
 TU2220
 TU2220  HISTORY     - Date     Condition        Report By
 TU2220  HISTORY     - 1949     MONUMENTED       USGS
 TU2220  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2220  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2220  HISTORY     - 1975     SEE DESCRIPTION  NGS
 TU2220  HISTORY     - 1977     SEE DESCRIPTION  NGS
 TU2220
 TU2220                          STATION DESCRIPTION
 TU2220
 TU2220'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (CTH)
 TU2220'THE STATION IS LOCATED ON THE SUMMIT OF A LOW KNOLL WHICH LIES
 TU2220'ABOUT 5.5 MILES NORTHWEST OF OLAA, ABOUT 3 MILES SOUTH OF HILO,
 TU2220'ABOUT 1 MILE WEST OF THE ROAD WHICH RUNS BETWEEN HILO AND
 TU2220'OLAA, ABOUT 150 YARDS EAST OF A HOUSE AND 19.8 FEET WEST OF POWER
 TU2220'AND TELEPHONE POLE NUMBER 2.
 TU2220'
 TU2220'TO REACH FROM THE POST OFFICE AT HILO.  GO SOUTHERLY FOR 3.2
 TU2220'MILES.  TURN RIGHT, AT A SERVICE STATION, AND GO WESTERLY FOR
 TU2220'0.85 MILE.  CONTINUE STRAIGHT AHEAD, ON A GRAVELED ROAD, FOR 0.2
 TU2220'MILE.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A HOUSE AND THE
 TU2220'END OF TRUCK TRAVEL.  FROM THIS POINT PACK EASTERLY, THROUGH
 TU2220'THE YARD FOR ABOUT 150 YARDS TO THE HIGH POINT OF THE KNOLL
 TU2220'AND THE STATION.
 TU2220'
 TU2220'THE STATION IS A U.S. GEOLOGICAL SURVEY BRONZE DISK, STAMPED
 TU2220'393, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 TU2220'PROJECTS ABOUT 1 FOOT.  OVER THIS DISK HAS BEEN PLACED A
 TU2220'CONCRETE PLATFORM WHICH IS ABOUT 6 FEET SQUARE AND 5 FEET
 TU2220'HIGH.  THE STATION MARK HAS BEEN LEFT OPEN TO VIEW.
 TU2220'
 TU2220'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WAIAKEA
 TU2220'NEW NO -- USGS, SET IN THE TOP OF A 2-1/2 INCH PIPE WHICH PROJECTS
 TU2220'ABOUT 6 INCHES.  IT IS LOCATED 2 FEET WEST OF A TELEPHONE POLE
 TU2220'AND ABOUT 2 FEET LOWER THAN THE STATION.
 TU2220'
 TU2220'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WAIKEA
 TU2220'NEW -- NO -- USGS, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2220'ABOUT 1-1/2 FEET.  IT IS LOCATED ON THE CREST OF THE RIDGE ABOUT
 TU2220'1 FOOT HIGHER THAN THE STATION.
 TU2220
 TU2220                          STATION RECOVERY (1958)
 TU2220
 TU2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2220'THE STATION WAS RECOVERED AS DESCRIBED IN 1949, IN GOOD
 TU2220'CONDITION, AND EXCEPT FOR THE FOLLOWING CORRECTIONS--
 TU2220'
 TU2220'THE HOUSE IS 301 FEET WEST OF THE STATION, AND THE POWER AND
 TU2220'TELEPHONE POLE IS GONE.  TO REACH FROM THE POST OFFICE IN
 TU2220'HILO, GO S. W. ALONG KINDOLE ST., FOR 3.35 MILES.  TURN RIGHT
 TU2220'ON KAWAILANI ST., GO 0.95 MILE DUE WEST TO FORKS OF ROAD.  KEEP
 TU2220'TO RIGHT FORK STRAIGHT AHEAD FOR 0.2 MILE.  TURN RIGHT ON GRAVEL
 TU2220'ROAD FOR 0.1 MILE TO HOUSE ON RIGHT.  STATION IS ABOUT 150 YARDS
 TU2220'ON RIGHT AND ON HIGH PART OF KNOLL.
 TU2220
 TU2220                          STATION RECOVERY (1966)
 TU2220
 TU2220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2220'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2220'CONDITION.  THE TELEPHONE POLE MENTIONED IN ORIGINAL DESCRIPTION
 TU2220'HAS FALLEN DOWN AND IS LODGED TIGHTLY AGAINST RM 1 AND PROBABLY
 TU2220'SHIFTED IT SLIGHTLY, AS INDICATED BY THE 10-MINUTE DIFFERENCE
 TU2220'BETWEEN THE 1949 AND 1966 OBSERVATIONS.  A COMPLETE
 TU2220'DESCRIPTION FOLLOWS--
 TU2220'
 TU2220'STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH OF HILO, AT 393
 TU2220'FEET ELEVATION, ON A LOW KNOLL COVERED WITH TALL DENSE GRASS
 TU2220'AND SCATTERED GUAVA TREES ON TOP AND SURROUNDED BY SUGAR CANE ON
 TU2220'THE SIDES.  IT IS ABOUT 125 YARDS EAST OF A HOUSE AND 150 YARDS
 TU2220'SOUTHEAST OF A SLAUGHTER-HOUSE.
 TU2220'
 TU2220'TO REACH STATION FROM THE POST OFFICE IN HILO, GO SOUTHEAST ON
 TU2220'KINOOLE STREET FOR 3.2 MILES.  TURN RIGHT AND GO WEST ON
 TU2220'KAWAILANI STREET FOR 1.05 MILES TO GRAVEL SIDE ROAD RIGHT, BY
 TU2220'WATER HYDRANT K-47.  TURN RIGHT AND GO 0.1 MILE TO TOP OF GRADE
 TU2220'AND HOUSE ON RIGHT.  FROM HERE WALK EAST, MAKING TRAIL THROUGH
 TU2220'DENSE GRASS, ABOUT 125 YARDS TO STATION.
 TU2220'
 TU2220'STATION MARK IS A U.S. GEOLOGICAL SURVEY TRIANGULATION DISK
 TU2220'STAMPED 393, SET IN THE TOP OF A MASS OF CONCRETE PROJECTING 1 FOOT
 TU2220'ABOVE GROUND.  A HAWAII TERRITORIAL SURVEY TYPE A SIGNAL IS
 TU2220'CENTERED OVER THE MARK.  THE CONCRETE PLATFORM BEING 4 FEET ABOVE
 TU2220'GROUND AND A RED AND WHITE METAL TARGET EXTENDING 8 FEET ABOVE
 TU2220'THE PLATFORM.
 TU2220'
 TU2220'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIAKEA
 TU2220'NEW USGS NO 1, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT
 TU2220'PROJECTS 6 INCHES.  IT IS AT WEST EDGE OF SUGAR CANE GROWTH
 TU2220'AND ABOUT 2 FEET LOWER THAN STATION.
 TU2220'
 TU2220'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIAKEA
 TU2220'NEW USGS NO 2, CEMENTED IN A DRILL HOLE IN AN IRREGULAR-SHAPED
 TU2220'BOULDER THAT PROJECTS 1-1/2 FEET ABOVE GROUND.  IT IS ALONG CREST
 TU2220'OF KNOLL, ABOUT 2 FEET HIGHER THAN STATION.
 TU2220
 TU2220                          STATION RECOVERY (1975)
 TU2220
 TU2220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM)
 TU2220'THE STATION WAS RECOVERED IN GOOD CONDITION.  CONSIDERABLE
 TU2220'BRUSH AND GRASS HAVE GROWN UP AROUND THE STATION SITE.  THE
 TU2220'REFERENCE MARKS WERE NOT SEARCHED FOR.
 TU2220'
 TU2220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2220'2-1/2 MILES SOUTH OF HILO.
 TU2220
 TU2220                          STATION RECOVERY (1977)
 TU2220
 TU2220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LAC)
 TU2220'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 TU2220'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS
 TU2220'1 AND 2 COMPARED FAVORABLY TO THE 1966 DATE, THE DIFFERENCE TO
 TU2220'REFERENCE MARK 1 BEING 0.004 METERS SHORTER AND 01 MINUTE, 42
 TU2220'SECONDS LARGER.  THE DIFFERENCE TO REFERENCE MARK 2 BEING 0.010
 TU2220'METERS SHORTER AND 01 MINUTE, 02 SECONDS SMALLER.  THE 1966
 TU2220'DESCRIPTION IS ADEQUATE.
 TU2220'
 TU2220'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2220'
 TU2220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2220'2-3/4 MILES SOUTH OF HILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2976 ***********************************************************************
 TU2976  DESIGNATION -  WAIAKOA
 TU2976  PID         -  TU2976
 TU2976  STATE/COUNTY-  HI/MAUI
 TU2976  USGS QUAD   -  PUU O KALI (1992)
 TU2976
 TU2976                         *CURRENT SURVEY CONTROL
 TU2976  ___________________________________________________________________
 TU2976* NAD 83(1993)-  20 46 32.72224(N)    156 26 59.09100(W)     ADJUSTED  
 TU2976* LOCAL TIDAL -        39.4    (meters)     129.     (feet)  VERT ANG  
 TU2976  ___________________________________________________________________
 TU2976  EPOCH DATE  -        1993.62
 TU2976  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 TU2976  GEOID HEIGHT-          16.52  (meters)                     GEOID03
 TU2976
 TU2976  HORZ ORDER  -  FIRST
 TU2976
 TU2976.The horizontal coordinates were established by classical geodetic methods
 TU2976.and adjusted by the National Geodetic Survey in December 1998..
 TU2976.The horizontal coordinates are valid at the epoch date displayed above.
 TU2976.The epoch date for horizontal control is a decimal equivalence
 TU2976.of Year/Month/Day.
 TU2976
 TU2976.The orthometric height was determined by vertical angle observations.
 TU2976
 TU2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2976
 TU2976.The geoid height was determined by GEOID03.
 TU2976
 TU2976;                    North         East     Units Scale Factor Converg.
 TU2976;SPC HI 2     -    48,994.738   522,585.974   MT  0.99997297   +0 04 37.0
 TU2976;UTM  04      - 2,299,427.184   765,504.618   MT  1.00047126   +0 54 18.5
 TU2976
 TU2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2976!SPC HI 2     -   0.99999121  x   0.99997297  =   0.99996418
 TU2976!UTM  04      -   0.99999121  x   1.00047126  =   1.00046247
 TU2976
 TU2976|---------------------------------------------------------------------|
 TU2976| PID    Reference Object                     Distance      Geod. Az  |
 TU2976|                                                           dddmmss.s |
 TU2976| CN6204 WAIAKOA RM 2                         10.677 METERS 17809     |
 TU2976| TU3094 TOWER 1931                          APPROX. 7.6 KM 2712706.5 |
 TU2976| CN6202 WAIAKOA AZ MK                                      2974324.2 |
 TU2976| CN6203 WAIAKOA RM 1                         10.936 METERS 35652     |
 TU2976|---------------------------------------------------------------------|
 TU2976
 TU2976                          SUPERSEDED SURVEY CONTROL
 TU2976
 TU2976  NAD 83(1986)-  20 46 32.68782(N)    156 26 59.08013(W) AD(       ) 1
 TU2976  OLD HI      -  20 46 44.20500(N)    156 27 09.22800(W) AD(       ) 1
 TU2976
 TU2976.Superseded values are not recommended for survey control.
 TU2976.NGS no longer adjusts projects to the OLD HI datum.
 TU2976.See file dsdata.txt to determine how the superseded data were derived.
 TU2976
 TU2976_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6550599427(NAD 83)
 TU2976_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2976
 TU2976  HISTORY     - Date     Condition        Report By
 TU2976  HISTORY     - 1950     MONUMENTED       CGS
 TU2976  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2976  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2976  HISTORY     - 1984     GOOD             USPSQD
 TU2976  HISTORY     - 20030802 GOOD             USPSQD
 TU2976
 TU2976                          STATION DESCRIPTION
 TU2976
 TU2976'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2976'LOCATED ON THE SOUTH COAST OF CENTRAL MAUI, WAILUKU DISTRICT,
 TU2976'ABOUT ONE MILE, AIRLINE, NORTHEAST OF THE KIHEI POST OFFICE, AND
 TU2976'ABOUT ONE MILE IN FROM THE SHORE, IN AN OPEN FENCED ENCLOSURE
 TU2976'LEASED BY THE C.A.A., IN A FENCE LINE 477 FEET SOUTH SOUTHEAST OF
 TU2976'THE SOUTHEAST CORNER OF A FENCE AROUND THE RANGE FINDER BUILDING,
 TU2976'A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 TU2976'POST PROJECTING SIX INCHES, STAMPED WAIAKOA 1950.  THE
 TU2976'UNDERGROUND MARK IS SET IN CONCRETE 30 INCHES BELOW THE SURFACE,
 TU2976'STAMPED WAIAKOA 1950.
 TU2976'
 TU2976'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, A STANDARD DISK
 TU2976'SET IN A BOULDER 18 INCHES WEST OF THE FENCE AND FLUSH WITH
 TU2976'THE GROUND, STAMPED WAIAKOA NO 1 1950.
 TU2976'
 TU2976'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, A STANDARD DISK
 TU2976'SET IN A BOULDER 18 INCHES WEST OF THE FENCE AND FLUSH WITH THE
 TU2976'GROUND, STAMPED WAIAKOA NO 2 1950.
 TU2976'
 TU2976'AZIMUTH MARK IS 0.2 MILE WEST NORTHWEST OF THE STATION, 30 FEET
 TU2976'NORTH OF THE CENTER OF THE ROAD AT A POINT WHERE ROAD CURVES
 TU2976'DOWN HILL, A STANDARD DISK SET IN A BOULDER FLUSH WITH THE
 TU2976'GROUND, STAMPED WAIAKOA 1950.
 TU2976'
 TU2976'TO REACH FROM THE POST OFFICE AT KIHEI, BEAR LEFT FROM HIGHWAY
 TU2976'AND GO EAST FOR 200 FEET, TAKE RIGHT FORK AND GO EAST FOR 0.5
 TU2976'MILE, TURN LEFT AND GO NORTH FOR 0.3 MILE, TURN LEFT THROUGH
 TU2976'IRON GATE, GO 0.2 MILE THEN TURN RIGHT ACROSS COUNTRY TO FENCE
 TU2976'AND STATION NEAR OLD SHACK.
 TU2976'
 TU2976'HEIGHT OF LIGHT ABOVE STATION MARK 5.27 METERS.
 TU2976
 TU2976                          STATION RECOVERY (1961)
 TU2976
 TU2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU2976'THE STATION, BOTH REFERENCE MARKS, THE AZIMUTH MARK AND THE
 TU2976'SOUTHEAST CORNER OF THE FENCE AROUND THE F.A.A. RANGE FINDER
 TU2976'BUILDING (NOW DISMANTLED) WERE RECOVERED IN GOOD CONDITION AS
 TU2976'DESCRIBED.  A NEW TO REACH FOLLOWS--
 TU2976'
 TU2976'FROM THE STORE AND POST OFFICE AT KIHEI, GO SOUTH ALONG HIGHWAY 31
 TU2976'FOR 0.5 MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO A
 TU2976'CROSSROAD AND STOP SIGN.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO
 TU2976'THE FENCE SURROUNDING THE F.A.A. RESERVATION.  PASS
 TU2976'THROUGH THE GATE AND FOLLOW THE PAVED ROAD FOR 0.2 MILE TO THE
 TU2976'ABANDONED F.A.A. SITE.  TURN RIGHT ACROSS COUNTRY TO SOUTH
 TU2976'RESERVATION FENCE AND THE STATION.  THE OLD SHACK MENTIONED IN
 TU2976'THE 1950 DESCRIPTION IS GONE.
 TU2976
 TU2976                          STATION RECOVERY (1968)
 TU2976
 TU2976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2976'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 TU2976'C.A.A. BUILDINGS ARE GONE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2976'
 TU2976'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE KIHEI POST OFFICE
 TU2976'AND 3/4-MILE EAST FROM THE SEA, AT ABOUT 129 FEET ELEVATION, ON
 TU2976'A FLAT-TOPPED RISE IN GRASSY LAND, 217 FEET WEST OF CENTER LINE
 TU2976'OF NOE STREET, 477 FEET SOUTH-SOUTHEAST OF AN OLD, WHITE-PAINTED,
 TU2976'BOARD-FENCE ENCLOSURE, AND IN A NORTH-SOUTH FENCE LINE.
 TU2976'
 TU2976'TO REACH STATION FROM THE POST OFFICE AT KIHEI, GO SOUTH ON
 TU2976'STATE HIGHWAY 31 FOR 0.5 MILE.  TURN LEFT AND GO EAST ON OHUKAI
 TU2976'ST. FOR 0.45 MILE TO SECOND CROSSROAD.  CONTINUE AHEAD FOR
 TU2976'0.35 MILE.  TURN LEFT AND GO NORTH ON NOE ST. FOR 0.1 MILE TO
 TU2976'POWER POLE NO. 2 ON LEFT.  GO LEFT, CROSS-COUNTRY, FOR 200
 TU2976'FEET TO STATION.
 TU2976'
 TU2976'STATION MARK IS A STANDARD DISK STAMPED WAIAKOA 1950, SET IN
 TU2976'THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 4
 TU2976'INCHES.  IT IS 3 FEET NORTH OF A WHITE WITNESS POST AND 201.5 FEET
 TU2976'WEST OF POWER POLE NO. 2.
 TU2976'
 TU2976'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIAKOA NO
 TU2976'1 1950, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND,
 TU2976'1 FOOT WEST OF THE FENCE LINE AND 0.4 FOOT HIGHER THAN
 TU2976'STATION MARK.
 TU2976'
 TU2976'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIAKOA NO
 TU2976'2 1950, CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK OUTCROP THAT
 TU2976'PROJECTS 3 INCHES.  IT IS 1-1/2 FEET WEST OF THE FENCE LINE AND
 TU2976'0.25 FOOT LOWER THAN STATION MARK.
 TU2976'
 TU2976'AZIMUTH MARK IS A STANDARD DISK STAMPED WAIAKOA 1950, CEMENTED
 TU2976'IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 37 FEET
 TU2976'NORTH OF THE CENTER LINE OF THE OLD, C.A.A. MACADAM ROAD, 4 FEET
 TU2976'NORTHEAST OF A CAIRN, AT THE UPPER END OF A RIGHT CURVE OF THE
 TU2976'ROAD.
 TU2976'
 TU2976'TO REACH AZIMUTH MARK FROM THE SECOND CROSSROAD, MENTIONED
 TU2976'ABOVE, PASS THROUGH WIRE MESH GATE ON LEFT AND FOLLOW NARROW
 TU2976'MACADAM ROAD NORTHWEST FOR 0.15 MILE TO TOP OF THE RIGHT CURVE,
 TU2976'AND MARK ON LEFT.
 TU2976
 TU2976                          STATION RECOVERY (1984)
 TU2976
 TU2976'RECOVERY NOTE BY US POWER SQUADRON 1984 (DWC)
 TU2976'WAIAKOA 1950 RECOVERED GOOD CONDITION.
 TU2976'
 TU2976'WAIAKOA NO 1 1950 RECOVERED CONDITION GOOD (SURFACE MARKED UP).
 TU2976'
 TU2976'WAIAKOA NO 2 1950 RECOVERED CONDITION GOOD.
 TU2976'
 TU2976'AZIMUTH MARK WAIAKOA 1950 NOT FOUND - DESTROYED.
 TU2976'
 TU2976'NEW DIRECTIONS FOR LOCATING STATION--SINCE OLD LOCATION DESCRIPTION
 TU2976'IS NO LONGER USEFUL DUE TO HIGHWAY CHANGES AND THE OLD KIHEI POST
 TU2976'OFFICE BUILDING IS VACANT, A NEW DESCRIPTION IS AS FOLLOWS--
 TU2976'
 TU2976'FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF STATE HIGHWAY 31 AND
 TU2976'THE MOKULELE HIGHWAY (AT THE SE END OF MAALEA BAY), TAKE HIGHWAY 31
 TU2976'SOUTH FOR 0.9 MILES.  TURN LEFT ON OHUKAI STREET FOR 0.3 MILES.
 TU2976'TURN LEFT (NORTH) ON NOE STREET AND GO TO POWER POLE NO. 2 ON THE
 TU2976'LEFT IN FRONT OF RESIDENCE AT 318 NOE ST.  GO WEST THRU YARD AT 318
 TU2976'NOE FOR 200 FEET TO THE STATION.
 TU2976'
 TU2976'STATION MARK IS A STANDARD DISK STAMPED WAIAKOA 1950 SET IN THE TOP
 TU2976'OF A 10 INCH SQUARE CONCRETE MARKER THAT PROJECTS 4 INCHES.  IT IS
 TU2976'LOCATED IN LINE WITH POWER POLE NO. 2 AND IS ON THE WEST (BACKYARD)
 TU2976'PROPERTY LINE.  (PRESENTLY BEHIND A JUNKED GREEN BUS.)
 TU2976'
 TU2976'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WAIAKOA NO 1 1950
 TU2976'CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK THAT PROJECTS 3 INCHES.
 TU2976'IT IS APPROXIMATELY 36 FEET NORTH OF THE STATION AND LOCATED ON THE
 TU2976'REAR PROPERTY LINE OF THE RESIDENCE AT 308 NOE ST.  THE BACKYARD
 TU2976'PROPERTY LINE HAS BEEN BULL-DOZED AND THE REFERENCE MARK IS
 TU2976'LOCATED IN A PILE OF ROCK AND DIRT ON THE PROPERTY LINE.  THE
 TU2976'STAMPING ON THE DISK IS BARELY READABLE.
 TU2976'
 TU2976'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WAIAKOA NO 2 1950
 TU2976'CEMENTED IN A DRILL HOLE IN A SMALL BEDROCK AND PROJECTS 3 INCHES.
 TU2976'IT IS APPROXIMATELY 36 FEET SOUTH OF THE STATION AND ON A LINE WITH
 TU2976'THE STATION AND ON THE REAR PROPERTY LINE, AND THE SW CORNER OF
 TU2976'THE RESIDENCE AT 318 NOE ST.
 TU2976'
 TU2976'AZIMUTH MARK--THE LOCATION WAS FOUND BUT, NO BRONZE DISK WAS
 TU2976'PRESENT.  THE CEMENT LOCATION IS ON A BEDROCK APPROXIMATELY 200 FEET
 TU2976'WEST OF THE STATION.  CEMENT IMPRINT ON THE BEDROCK IS A MARKING W-A.
 TU2976'
 TU2976'THERE IS NO LONGER EVIDENCE OF THE OLD CAA ROAD OR THE BUILDINGS.
 TU2976'RESIDENCE DEVELOPMENT ON THIS PROPERTY NOW OCCUPIES THE AREA ON THE
 TU2976'WEST SIDE OF NOE STREET.
 TU2976
 TU2976                          STATION RECOVERY (2003)
 TU2976
 TU2976'RECOVERY NOTE BY US POWER SQUADRON 2003 (DLH)
 TU2976'1984 DESCRIPTION SHOULD BE UPDATED TO REMOVE REFERENCE TO 'JUNKED
 TU2976'GREEN BUS'. IT IS NO LONGER THERE. REFERENCE MARKS 1 AND 2 WERE FOUND
 TU2976'BUT AZIMUTH MARK WAS NOT.
 TU2976'MARK LAT 20 46.545(N) LON 156 26.980(W)
 TU2976'RM1  LAT 20 46.551(N) LON 156 26.985(W)
 TU2976'RM2  LAT 20 46.540(N) LON 156 26.984(W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2966 ***********************************************************************
 TU2966  DESIGNATION -  WAIAKOA HOLY GHOST CATH CHURCH
 TU2966  PID         -  TU2966
 TU2966  STATE/COUNTY-  HI/MAUI
 TU2966  USGS QUAD   -  KILOHANA (1983)
 TU2966
 TU2966                         *CURRENT SURVEY CONTROL
 TU2966  ___________________________________________________________________
 TU2966* NAD 83(1993)-  20 45 46.30329(N)    156 19 37.99914(W)     ADJUSTED  
 TU2966* LOCAL TIDAL -                                                        
 TU2966  ___________________________________________________________________
 TU2966  EPOCH DATE  -        1993.62
 TU2966  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 TU2966  GEOID HEIGHT-          17.21  (meters)                     GEOID03
 TU2966
 TU2966  HORZ ORDER  -  THIRD
 TU2966
 TU2966.The horizontal coordinates were established by classical geodetic methods
 TU2966.and adjusted by the National Geodetic Survey in December 1998..
 TU2966.The horizontal coordinates are valid at the epoch date displayed above.
 TU2966.The epoch date for horizontal control is a decimal equivalence
 TU2966.of Year/Month/Day.
 TU2966
 TU2966
 TU2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2966
 TU2966.The geoid height was determined by GEOID03.
 TU2966
 TU2966;                    North         East     Units Scale Factor Converg.
 TU2966;SPC HI 2     -    47,589.174   535,346.619   MT  0.99998210   +0 07 13.2
 TU2966;UTM  04      - 2,298,205.511   778,291.102   MT  1.00055722   +0 56 53.2
 TU2966
 TU2966                          SUPERSEDED SURVEY CONTROL
 TU2966
 TU2966  NAD 83(1986)-  20 45 46.27040(N)    156 19 37.99740(W) AD(       ) 4
 TU2966  OLD HI      -  20 45 57.78100(N)    156 19 48.12800(W) AD(       ) 3
 TU2966
 TU2966.Superseded values are not recommended for survey control.
 TU2966.NGS no longer adjusts projects to the OLD HI datum.
 TU2966.See file dsdata.txt to determine how the superseded data were derived.
 TU2966
 TU2966_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH7829198206(NAD 83)
 TU2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU2966+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 TU2966
 TU2966  HISTORY     - Date     Condition        Report By
 TU2966  HISTORY     - 1950     MONUMENTED       CGS
 TU2966  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2966  HISTORY     - 20050922 GOOD             USPSQD
 TU2966
 TU2966                          STATION DESCRIPTION
 TU2966
 TU2966'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2966'THE STATION IS THE TOP AND CENTER OF THE SPIRE ON THE ROOF OF
 TU2966'THE HOLY GHOST CHURCH (CATHOLIC).  THE CHURCH IS A WOODEN
 TU2966'OCTAGONAL STRUCTURE WHICH IS 84 FEET IN HEIGHT.  IT LIES 0.2
 TU2966'MILE NORTH OF THE WAIAKOA POST OFFICE AND 100 FEET WEST OF THE
 TU2966'PAVED HIGHWAY.
 TU2966
 TU2966                          STATION RECOVERY (1968)
 TU2966
 TU2966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2966'STATION WAS IDENTIFIED BY ANGLE FROM VARIOUS POINTS, AND
 TU2966'RECOVERED.  LOCATED ABOUT 4 MILES SOUTH OF PUKALANI, JUST ABOVE OLD
 TU2966'HIGHWAY 37, AT PULEHU.  STATION IS THE CENTER OF THE SPIRE OF THE
 TU2966'CHURCH, A VERY PROMINENT, OCTAGONAL STRUCTURE, WITH SILVER ROOF
 TU2966'AND WHITE WALLS.  ABOUT 84 FEET HIGH AND WITH A CROSS ON PEAK OF
 TU2966'SPIRE.
 TU2966
 TU2966                          STATION RECOVERY (2005)
 TU2966
 TU2966'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TU2966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1180 ***********************************************************************
 TU1180  DESIGNATION -  WAIALAE
 TU1180  PID         -  TU1180
 TU1180  STATE/COUNTY-  HI/HONOLULU
 TU1180  USGS QUAD   -  HONOLULU (1983)
 TU1180
 TU1180                         *CURRENT SURVEY CONTROL
 TU1180  ___________________________________________________________________
 TU1180* NAD 83(1993)-  21 18 01.94920(N)    157 46 30.19275(W)     ADJUSTED  
 TU1180* LOCAL TIDAL -       414.     (meters)    1358.     (feet)  VERT ANG  
 TU1180  ___________________________________________________________________
 TU1180  EPOCH DATE  -        1993.62
 TU1180  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 TU1180  GEOID HEIGHT-          15.82  (meters)                     GEOID03
 TU1180
 TU1180  HORZ ORDER  -  SECOND
 TU1180
 TU1180.The horizontal coordinates were established by classical geodetic methods
 TU1180.and adjusted by the National Geodetic Survey in December 1998..
 TU1180.The horizontal coordinates are valid at the epoch date displayed above.
 TU1180.The epoch date for horizontal control is a decimal equivalence
 TU1180.of Year/Month/Day.
 TU1180
 TU1180.The orthometric height was determined by vertical angle observations.
 TU1180.No vertical observational check was made to the station.
 TU1180
 TU1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1180
 TU1180.The geoid height was determined by GEOID03.
 TU1180
 TU1180;                    North         East     Units Scale Factor Converg.
 TU1180;SPC HI 3     -    14,839.121   523,340.447   MT  0.99999673   +0 04 54.2
 TU1180;UTM  04      - 2,355,903.407   627,057.820   MT  0.99979949   +0 26 42.1
 TU1180
 TU1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1180!SPC HI 3     -   0.99993245  x   0.99999673  =   0.99992918
 TU1180!UTM  04      -   0.99993245  x   0.99979949  =   0.99973195
 TU1180
 TU1180|---------------------------------------------------------------------|
 TU1180| PID    Reference Object                     Distance      Geod. Az  |
 TU1180|                                                           dddmmss.s |
 TU1180| CJ9078 WAIALAE RM 1                         16.125 METERS 08705     |
 TU1180| TU1179 WAIALAE KAHALA HILTON STACK         APPROX. 3.1 KM 1774216.3 |
 TU1180| TU1191 KAIMUKI FIRE STATION                APPROX. 3.5 KM 2255203.7 |
 TU1180| TU0431 KALEPEAMOA                          APPROX. 1.1 KM 2563954.3 |
 TU1180| CJ9079 WAIALAE RM 2                          3.955 METERS 26707     |
 TU1180| TU1227 HONOLULU CENTRAL UNION CHURCH       APPROX. 6.1 KM 2681608.8 |
 TU1180|---------------------------------------------------------------------|
 TU1180
 TU1180                          SUPERSEDED SURVEY CONTROL
 TU1180
 TU1180  NAD 83(1986)-  21 18 01.89965(N)    157 46 30.20156(W) AD(       ) 2
 TU1180  OLD HI      -  21 18 13.29605(N)    157 46 40.07472(W) AD(       ) 2
 TU1180
 TU1180.Superseded values are not recommended for survey control.
 TU1180.NGS no longer adjusts projects to the OLD HI datum.
 TU1180.See file dsdata.txt to determine how the superseded data were derived.
 TU1180
 TU1180_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2705855903(NAD 83)
 TU1180
 TU1180  HISTORY     - Date     Condition        Report By
 TU1180  HISTORY     - 1927     MONUMENTED       CGS
 TU1180  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1180  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1180  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1180  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1180  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1180
 TU1180                          STATION DESCRIPTION
 TU1180
 TU1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1180'MARK CONSISTS OF AN ARMY ENGINEERS RECTANGULAR BRONZE PLATE SET
 TU1180'IN CONCRETE IN A 5-INCH CAST-IRON PIPE, SUNK FLUSH WITH GROUND
 TU1180'ON HIGHEST POINT OF RIDGE IN WAIALAE DISTRICT, JUST E OF THE
 TU1180'WILHELMINA RISE DISTRICT.  CAN BE APPROACHED BY CAR WITHIN ABOUT
 TU1180'100 YARDS UP PINEAPPLE ROAD.
 TU1180'
 TU1180'AZIMUTH - WAIALAE TO CENTRAL UNION CHURCH SPIRE - 88 DEG 15 MIN
 TU1180'46 SEC.
 TU1180
 TU1180                          STATION RECOVERY (1963)
 TU1180
 TU1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1180'A TYPE C, HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED IN
 TU1180'GOOD CONDITION.  IT WAS DETERMINED BY AN ANGLE CHECK TO BE THE
 TU1180'STATION.  A PREVIOUS DESCRIPTION STATES THAT THE STATION WAS
 TU1180'MARKED WITH AN ARMY ENGINEERS BRASS PLATE SET IN CONCRETE IN A
 TU1180'5-INCH, CAST-IRON PIPE, HOWEVER THIS COULD NOT BE CHECKED BECAUSE
 TU1180'OF THE SIGNAL.  TWO NEW REFERENCE MARKS, NUMBERS ONE AND TWO,
 TU1180'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1180'
 TU1180'STATION IS LOCATED, AIRLINE, ABOUT 2 MILES NORTHWEST OF AINA
 TU1180'HAINA, 3-3/4 MILES NORTHEAST OF DIAMOND HEAD, AND 1-3/4 MILES
 TU1180'NORTH OF THE WAIALAE GOLF COURSE, ON A PROMINENT, BARE, RED HILL
 TU1180'OF 1357 FEET ELEVATION ON WAIALAE NUI RIDGE, AND ABOVE THE
 TU1180'WAIALAE NUI HOUSING DEVELOPMENT.
 TU1180'
 TU1180'TO REACH STATION FROM THE INTERSECTION OF KALANIANAOLE HIGHWAY
 TU1180'DRIVE IN AINA HAINA, GO WEST OF KALANIANAOLE HIGHWAY FOR 1.65
 TU1180'MILES TO TRAFFIC LIGHT AT INTERSTECTION OF AINA KOA AVE.  TURN
 TU1180'RIGHT AND GO NORTHERLY ON AINA KOA AVE. FOR 0.4 MILE.  TURN LEFT
 TU1180'ONTO HALE KOA DR. AND FOLLOW WINDING STREET UPGRADE FOR 1.25
 TU1180'MILES TO END OF PAVED ROAD AT WATER RESERVOIR ON RIGHT, AT END
 TU1180'OF HOUSING DEVELOPMENT.  CROSS SHALLOW DITCH AND FOLLOW WINDING
 TU1180'DIRT ROAD UPGRADE THROUGH BRUSH FOR 0.7 MILE TO TOP OF BARE
 TU1180'HILL AND STATION.
 TU1180'
 TU1180'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE, THAT PROJECTS 2 FEET
 TU1180'FROM THE CENTER OF A 5-FOOT-SQUARE, CONCRETE PLATFORM THAT IS
 TU1180'FLUSH WITH THE GROUND.  IT IS 8 YARDS WEST OF CENTER LINE OF TRACK
 TU1180'ROAD.  A RED AND WHITE METAL TARGET IS SET INTO THE IRON PIPE
 TU1180'AND EXTENDS ABOUT 6 FEET ABOVE THE PLATFORM.
 TU1180'
 TU1180'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED WAIALAE NO
 TU1180'1 1927 1963, BRAZED ONTO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT
 TU1180'IS SET IN CEMENT AND PROJECTS 3 INCHES ABOVE GROUND.  IT IS ALONG
 TU1180'CREST OF RIDGE AND ABOUT 2-1/2 FEET LOWER THAN STATION PLATFORM.
 TU1180'
 TU1180'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED WAIALAE NO
 TU1180'2 1927 1963, BRAZED ONTO THE TOP OF A 1-1/2-INCH, IRON PIPE THAT
 TU1180'IS SET IN CEMENT AND PROJECTS 5 INCHES ABOVE GROUND.  IT IS ALONG
 TU1180'CREST OF RIDGE AND ABOUT SAME ELEVATION AS STATION PLATFORM.
 TU1180
 TU1180                          STATION RECOVERY (1969)
 TU1180
 TU1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1180'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1180'DESCRIBED, AND IN GOOD CONDITION.  THE CENTER OF A 2-1/2 INCH PIPE,
 TU1180'WHICH WAS PREVIOUSLY THE MARK WAS HELD, AND A STANDARD
 TU1180'TRIANGULATION DISK STAMPED WAIALAE 1927 1969, WAS CEMENTED IN A
 TU1180'DRILL HOLE IN THE CENTER OF THE CONCRETE SLAB WHICH ORIGINALLY
 TU1180'WAS THE PLATFORM FOR A TYPE C HAWAIIAN TERRITORIAL SURVEY SIGNAL.
 TU1180'
 TU1180'THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND 2 WERE NOT
 TU1180'CHECKED AT THIS TIME.
 TU1180'
 TU1180'A GEODIMETER TRAVERSE WAS MADE BETWEEN WAIALAE 1927 1969 AND
 TU1180'KALEPEAMOA 1927.
 TU1180'
 TU1180'GEODIMETER DISTANCE 1,070.695 METERS OR (3,512.74 FT.)
 TU1180'
 TU1180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1180'3 MILES SOUTHWEST OF KAHAKU.
 TU1180
 TU1180                          STATION RECOVERY (1969)
 TU1180
 TU1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU1180'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1180'
 TU1180'THIS DESCRIPTION MAY CHANGE SOON HOWEVER AS A NEW HOUSING
 TU1180'DEVELOPMENT IS BEING BUILT.
 TU1180'
 TU1180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1180'2 MILES NORTHWEST OF AINA HAINA.
 TU1180
 TU1180                          STATION RECOVERY (1973)
 TU1180
 TU1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JVT)
 TU1180'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 TU1180'CONDITION.  THE HOUSING DEVELOPMENT MENTIONED IN 1969 IS STILL UNDER
 TU1180'WAY BUT A VEHICLE WAS DRIVEN TO ABOUT 150 YARDS FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1179 ***********************************************************************
 TU1179  DESIGNATION -  WAIALAE KAHALA HILTON STACK
 TU1179  PID         -  TU1179
 TU1179  STATE/COUNTY-  HI/HONOLULU
 TU1179  USGS QUAD   -  HONOLULU (1983)
 TU1179
 TU1179                         *CURRENT SURVEY CONTROL
 TU1179  ___________________________________________________________________
 TU1179* NAD 83(1993)-  21 16 19.94034(N)    157 46 25.83028(W)     ADJUSTED  
 TU1179* LOCAL TIDAL -                                                        
 TU1179  ___________________________________________________________________
 TU1179  EPOCH DATE  -        1993.62
 TU1179  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TU1179  GEOID HEIGHT-          15.53  (meters)                     GEOID03
 TU1179
 TU1179  HORZ ORDER  -  THIRD
 TU1179
 TU1179.The horizontal coordinates were established by classical geodetic methods
 TU1179.and adjusted by the National Geodetic Survey in December 1998..
 TU1179.The horizontal coordinates are valid at the epoch date displayed above.
 TU1179.The epoch date for horizontal control is a decimal equivalence
 TU1179.of Year/Month/Day.
 TU1179
 TU1179
 TU1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1179
 TU1179.The geoid height was determined by GEOID03.
 TU1179
 TU1179;                    North         East     Units Scale Factor Converg.
 TU1179;SPC HI 3     -    11,701.953   523,470.679   MT  0.99999680   +0 04 55.4
 TU1179;UTM  04      - 2,352,767.745   627,207.901   MT  0.99979996   +0 26 41.7
 TU1179
 TU1179                          SUPERSEDED SURVEY CONTROL
 TU1179
 TU1179  NAD 83(1986)-  21 16 19.88973(N)    157 46 25.83908(W) AD(       ) 4
 TU1179  OLD HI      -  21 16 31.28600(N)    157 46 35.70900(W) AD(       ) 3
 TU1179
 TU1179.Superseded values are not recommended for survey control.
 TU1179.NGS no longer adjusts projects to the OLD HI datum.
 TU1179.See file dsdata.txt to determine how the superseded data were derived.
 TU1179
 TU1179_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2720852768(NAD 83)
 TU1179
 TU1179  HISTORY     - Date     Condition        Report By
 TU1179  HISTORY     - 1964     MONUMENTED       CGS
 TU1179  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1179  HISTORY     - 19990418 GOOD             USPSQD
 TU1179
 TU1179                          STATION DESCRIPTION
 TU1179
 TU1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1179'LOCATED ABOUT 2 MILES NORTHEAST OF DIAMOND HEAD, NEAR SEASHORE,
 TU1179'ON WAIALAE GOLF COURSE.
 TU1179'
 TU1179'STATION IS THE SMALL BLACK STACK, 20 INCHES IN DIAMETER AND
 TU1179'PROJECTING 2 FEET ABOVE ROOF-LINE OF THE KAHALA-HILTON HOTEL.  IT
 TU1179'IS 16 FEET WEST OF THE NORTH-SOUTH CENTER LINE OF THE BUILDING,
 TU1179'NEAR NORTHEAST CORNER OF WEST WING OF THE BUILDING AND 18 FEET
 TU1179'SOUTH OF NORTH EDGE OF ROOF.
 TU1179'
 TU1179'THE HOTEL IS A 10-STORY, CONCRETE STRUCTURE, RECTANGULAR IN
 TU1179'SHAPE AND SETTING EAST-WEST.  THE WEST WING OF THE BUILDING IS
 TU1179'OFFSET 40 FEET NORTH FROM THE EAST WING.  TOP OF BUILDING IS 145
 TU1179'FEET ABOVE GROUND.
 TU1179
 TU1179                          STATION RECOVERY (1969)
 TU1179
 TU1179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EP)
 TU1179'THIS MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU1179'
 TU1179'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1179'ABOUT 4 MILES EAST OF HONOLULU.
 TU1179
 TU1179                          STATION RECOVERY (1999)
 TU1179
 TU1179'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1499 ***********************************************************************
 TU1499  DESIGNATION -  WAIALEE RESET
 TU1499  PID         -  TU1499
 TU1499  STATE/COUNTY-  HI/HONOLULU
 TU1499  USGS QUAD   -  KAHUKU (1983)
 TU1499
 TU1499                         *CURRENT SURVEY CONTROL
 TU1499  ___________________________________________________________________
 TU1499* NAD 83(1993)-  21 40 57.05774(N)    158 01 16.08771(W)     ADJUSTED  
 TU1499* LOCAL TIDAL -       163.1    (meters)     535.     (feet)  VERT ANG  
 TU1499  ___________________________________________________________________
 TU1499  EPOCH DATE  -        1993.62
 TU1499  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 TU1499  GEOID HEIGHT-          13.48  (meters)                     GEOID03
 TU1499
 TU1499  HORZ ORDER  -  FIRST
 TU1499
 TU1499.The horizontal coordinates were established by classical geodetic methods
 TU1499.and adjusted by the National Geodetic Survey in December 1998..
 TU1499.The horizontal coordinates are valid at the epoch date displayed above.
 TU1499.The epoch date for horizontal control is a decimal equivalence
 TU1499.of Year/Month/Day.
 TU1499
 TU1499.The orthometric height was determined by vertical angle observations.
 TU1499
 TU1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1499
 TU1499.The geoid height was determined by GEOID03.
 TU1499
 TU1499;                    North         East     Units Scale Factor Converg.
 TU1499;SPC HI 3     -    57,115.760   497,812.703   MT  0.99999006   -0 00 28.1
 TU1499;UTM  04      - 2,398,006.232   601,266.182   MT  0.99972671   +0 21 42.1
 TU1499
 TU1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1499!SPC HI 3     -   0.99997225  x   0.99999006  =   0.99996231
 TU1499!UTM  04      -   0.99997225  x   0.99972671  =   0.99969896
 TU1499
 TU1499:                Primary Azimuth Mark                     Grid Az
 TU1499:SPC HI 3     -  KAHUKU WATER TANK                        072 03 05.8
 TU1499:UTM  04      -  KAHUKU WATER TANK                        071 40 55.6
 TU1499
 TU1499|---------------------------------------------------------------------|
 TU1499| PID    Reference Object                     Distance      Geod. Az  |
 TU1499|                                                           dddmmss.s |
 TU1499| TU1497 KAHUKU WATER TANK                   APPROX. 1.3 KM 0720237.7 |
 TU1499| TU1493 KAHUKU RADAR DOME                   APPROX. 2.9 KM 1335018.0 |
 TU1499| CJ9081 WAIALEE RM 2                         19.953 METERS 16408     |
 TU1499| TU1504 PUPUKEA RESET                       APPROX. 3.8 KM 2220135.9 |
 TU1499| CJ9080 WAIALEE RM 1                         15.132 METERS 23026     |
 TU1499|---------------------------------------------------------------------|
 TU1499
 TU1499                          SUPERSEDED SURVEY CONTROL
 TU1499
 TU1499  NAD 83(1986)-  21 40 57.00903(N)    158 01 16.09877(W) AD(       ) 1
 TU1499  OLD HI      -  21 41 08.45731(N)    158 01 26.01032(W) AD(       ) 1
 TU1499
 TU1499.Superseded values are not recommended for survey control.
 TU1499.NGS no longer adjusts projects to the OLD HI datum.
 TU1499.See file dsdata.txt to determine how the superseded data were derived.
 TU1499
 TU1499_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0126698006(NAD 83)
 TU1499
 TU1499  HISTORY     - Date     Condition        Report By
 TU1499  HISTORY     - 1927     MONUMENTED       CGS
 TU1499  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1499  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1499  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1499
 TU1499                          STATION DESCRIPTION
 TU1499
 TU1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1499'ON NORTHERN COAST OF OAHU, IN THE LAND OF WAIALEE, ABOUT 3-1/2
 TU1499'MILES WEST OF KAHUKU, ON THE HIGHEST POINT AT NORTH END OF A
 TU1499'RIDGE ABOUT 3/8 MILE SOUTH OF WAIALEE INDUSTRIAL SCHOOL.  CAR
 TU1499'CAN BE DRIVEN TO STATION OVER PINEAPPLE ROADS.  ORIGINALLY MARKED
 TU1499'BY CONCRETE POST WITH CROSS IN TOP.  IN 1927 A STANDARD DISK
 TU1499'STATION MARK WAS SET IN CENTER OF CROSS, NOTE 1B.  REFERENCE
 TU1499'MARKS, NOTE 12C, STANDARD REFERENCE DISKS IN BOWLDERS, ARE AT
 TU1499'THE FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--NO. 1,
 TU1499'15.125 METERS (49.62 FEET), 50 DEG 26 MIN.  NO. 2, 19.950
 TU1499'METERS (65.45), 344 DEG 09 MIN.  REMARKED ACCORDING TO
 TU1499'NOTE 14A IN 1929.
 TU1499
 TU1499                          STATION RECOVERY (1964)
 TU1499
 TU1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1499'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU1499'COMPLETE DESCRIPTION FOLLOWS--
 TU1499'
 TU1499'STATION IS LOCATED IN NORTH OAHU, ABOUT 3 MILES SOUTHWEST FROM
 TU1499'KAHUKU POINT AND 0.3 MILE SOUTHEAST OF KAMEHAMEHA HIGHWAY, ON A
 TU1499'BARE HILL OF ABOUT 534 FEET ELEVATION THAT LIES BETWEEN KAUNALA
 TU1499'AND WAIALEE GULCHES.
 TU1499'
 TU1499'TO REACH STATION FROM THE KAHUKU PLANTATION COMPANY OFFICE IN
 TU1499'KAHUKU, GO NORTHWEST AND WEST ON KAMEHAMEHA HIGHWAY FOR 6.2 MILES
 TU1499'TO A GRAVELED SIDE ROAD LEFT, BY WATER HYDRANT G-6 AND A SIGN
 TU1499'BOULDER ROAD.  TURN LEFT AND FOLLOW THE GRAVELED ROAD UPGRADE FOR
 TU1499'0.2 MILE TO A BOARD GATE.  PASS THROUGH GATE AND CONTINUE FOR
 TU1499'0.6 MILE TO CROSSROAD.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.3
 TU1499'MILE TO STATION.
 TU1499'
 TU1499'STATION MARK IS A STANDARD DISK STAMPED WAIALEE 1927, SET IN THE
 TU1499'TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS 6
 TU1499'INCHES ABOVE GROUND.  A TYPE A SIGNAL, BUILT BY THE HAWAII
 TU1499'TERRITORIAL SURVEY IN 1929, IS CENTERED OVER THE MARK.  THE
 TU1499'CONCRETE PLATFORM OF THE SIGNAL IS ABOUT 3-1/2 FEET ABOVE GROUND.
 TU1499'
 TU1499'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIALEE NO 1
 TU1499'CEMENTED IN A DRILL HOLE IN A TRIANGULAR BOULDER ABOUT 3 FEET
 TU1499'ON EACH SIDE AND PROJECTING 1-1/2 FEET ABOVE GROUND.  IT IS
 TU1499'3.7 FEET LOWER THAN STATION MARK.
 TU1499'
 TU1499'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIALEE NO
 TU1499'2 CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ABOUT 6 FEET IN
 TU1499'DIAMETER AND PROJECTING 3-1/2 FEET ABOVE GROUND.  IT IS 4 FEET
 TU1499'LOWER THAN STATION MARK.
 TU1499
 TU1499                          STATION RECOVERY (1969)
 TU1499
 TU1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1499'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN
 TU1499'GOOD CONDITION, A COMPLETE DESCRIPTION FOLLOWS--
 TU1499'
 TU1499'STATION IS LOCATED 5 MILES WEST OF KAHUKU, 3 MILES SOUTHWEST OF
 TU1499'KAHUKU POINT, 0.3 MILE SOUTHEAST OF STATE HIGHWAY 83, (KAMEHAMEHA
 TU1499'HIGHWAY), AND ON A BARE KNOLL BETWEEN KAUNALA AND WAIALEE GULCHES.
 TU1499'
 TU1499'TO REACH THE STATION FROM THE KAHUKU PLANTATION COMPANY OFFICE,
 TU1499'IN KAHUKU, GO NORTHWEST ON STATE HIGHWAY 83 FOR 6.35 MILES TO A
 TU1499'SIDE ROAD ON THE LEFT AND SIGN U.S. ARMY TRAINING AREA KAHUKU
 TU1499'A.  TURN LEFT AND FOLLOW THE MAIN ROAD WESTERLY FOR 0.2 MILE TO
 TU1499'A GATE.  CONTINUE AHEAD NORTHWESTERLY FOR 0.85 MILE UP SLOPE OF
 TU1499'RIDGE TO A SIDE ROAD ON THE LEFT, IN A SADDLE OF THE RIDGE.
 TU1499'TURN LEFT, EAST FOR 0.05 MILE TO A CROSSROAD.  TURN LEFT ON
 TU1499'TRACK ROAD AND GO NORTHERLY FOR 0.4 MILE TO THE TOP OF A ROUND
 TU1499'KNOLL AND STATION.
 TU1499'
 TU1499'STATION IS A STANDARD DISK STAMPED WAIALEE 1927, SET IN THE
 TU1499'TOP OF A 10-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES ABOVE
 TU1499'THE GROUND SURFACE AND ON THE HIGHEST POINT IN THE IMMEDIATE
 TU1499'VICINITY.  THE STATION HAS A TYPE A SIGNAL BUILT BY THE HAWAII
 TU1499'TERRITORIAL SURVEY CENTERED OVER IT, THE CONCRETE PLATFORM OF
 TU1499'THE SIGNAL IS 5-1/2 FEET SQUARE AND PROJECTS 3 FEET ABOVE THE
 TU1499'GROUND SURFACE.
 TU1499'
 TU1499'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAIALEE NO 1,
 TU1499'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2-FOOT SQUARE BOULDER
 TU1499'WHICH PROJECTS 1 FOOT ON ITS EAST SIDE AND 2-1/2 FEET ON ITS
 TU1499'WEST SIDE, ABOUT 3 FEET LOWER THAN THE STATION AND ON THE
 TU1499'SOUTHWEST SLOPE OF THE HILL.
 TU1499'
 TU1499'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAIALEE NO 2, CEMENTED
 TU1499'IN A DRILL HOLE IN THE TOP OF A 6-FOOT SQUARE BOULDER WHICH
 TU1499'PROJECTS 4 FEET ABOVE THE GROUND SURFACE, ABOUT 4 FEET LOWER
 TU1499'THAN THE STATION AND ON THE SOUTH SLOPE OF THE HILL.
 TU1499'
 TU1499'NOTE--NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 TU1499'
 TU1499'HEIGHT OF LIGHT ABOVE STATION MARK 7.7 FEET.
 TU1499'
 TU1499'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1499'2 MILES NORTHEAST OF SUNSET BEACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3360 ***********************************************************************
 TU3360  DESIGNATION -  WAIALEIA 1925
 TU3360  PID         -  TU3360
 TU3360  STATE/COUNTY-  HI/MAUI
 TU3360  USGS QUAD   -  
 TU3360
 TU3360                         *CURRENT SURVEY CONTROL
 TU3360  ___________________________________________________________________
 TU3360* NAD 83(1993)-  21 09 10.52792(N)    156 56 16.67527(W)     ADJUSTED  
 TU3360* LOCAL TIDAL -      1002.     (meters)    3287.     (feet)  SCALED    
 TU3360  ___________________________________________________________________
 TU3360  EPOCH DATE  -        1993.62
 TU3360  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 TU3360  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU3360
 TU3360  HORZ ORDER  -  THIRD
 TU3360
 TU3360.The horizontal coordinates were established by classical geodetic methods
 TU3360.and adjusted by the National Geodetic Survey in December 1998..
 TU3360.The horizontal coordinates are valid at the epoch date displayed above.
 TU3360.The epoch date for horizontal control is a decimal equivalence
 TU3360.of Year/Month/Day.
 TU3360
 TU3360.The orthometric height was scaled from a topographic map.
 TU3360
 TU3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3360
 TU3360.The geoid height was determined by GEOID03.
 TU3360
 TU3360;                    North         East     Units Scale Factor Converg.
 TU3360;SPC HI 2     -    90,761.027   471,822.658   MT  0.99997647   -0 05 52.4
 TU3360;UTM  04      - 2,340,463.166   714,120.190   MT  1.00016659   +0 44 39.8
 TU3360
 TU3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3360!SPC HI 2     -   0.99984009  x   0.99997647  =   0.99981656
 TU3360!UTM  04      -   0.99984009  x   1.00016659  =   1.00000665
 TU3360
 TU3360:                Primary Azimuth Mark                     Grid Az
 TU3360:SPC HI 2     -  MOKAPU                                   023 42 06.6
 TU3360:UTM  04      -  MOKAPU                                   022 51 34.4
 TU3360
 TU3360|---------------------------------------------------------------------|
 TU3360| PID    Reference Object                     Distance      Geod. Az  |
 TU3360|                                                           dddmmss.s |
 TU3360| TU3356 MOKAPU                              APPROX. 3.7 KM 0233614.2 |
 TU3360| TU3312 OLOKUI FLAG                         APPROX. 9.5 KM 1035723.0 |
 TU3360| TU3369 KALAWAO RESET                       APPROX. 7.1 KM 3320133.7 |
 TU3360|---------------------------------------------------------------------|
 TU3360
 TU3360                          SUPERSEDED SURVEY CONTROL
 TU3360
 TU3360  NAD 83(1986)-  21 09 10.48330(N)    156 56 16.62255(W) AD(       ) 3
 TU3360  OLD HI      -  21 09 21.95200(N)    156 56 26.64200(W) AD(       ) 3
 TU3360
 TU3360.Superseded values are not recommended for survey control.
 TU3360.NGS no longer adjusts projects to the OLD HI datum.
 TU3360.See file dsdata.txt to determine how the superseded data were derived.
 TU3360
 TU3360_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1412040463(NAD 83)
 TU3360
 TU3360  HISTORY     - Date     Condition        Report By
 TU3360  HISTORY     - 1925     MONUMENTED       CGS
 TU3360  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3360
 TU3360                          STATION DESCRIPTION
 TU3360
 TU3360'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3360'ONLY DESCRIPTION AVAILABLE WAS ONE OBTAINED FROM THE STATE OF
 TU3360'HAWAII SURVEY OFFICE WHICH STATED THAT THE ORIGINAL STATION MARK
 TU3360'WAS A 4 X 4 REDWOOD POST REFERENCED BY 3 CROSSES ON STONES.  A
 TU3360'PIPE SET IN CONCRETE, AND 2 REFERENCE CROSSES, WERE RECOVERED,
 TU3360'AND THE STATION IDENTIFIED BY MEASUREMENTS TO THE CROSSES.  A
 TU3360'COMPLETE DESCRIPTION FOLLOWS--
 TU3360'
 TU3360'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTHEAST OF
 TU3360'KAUNAKAKAI, 3-3/4 MILES SOUTHEAST OF KALAUPAPA, AND 2-1/4 MILES
 TU3360'EAST-NORTHEAST OF THE MOLOKAI FORESTRY CAMP, ON THE NORTH SLOPE
 TU3360'OF A BRUSHY HILL OF ABOUT 3288 FEET ELEVATION AT THE EDGE OF THE
 TU3360'PALI ALONG THE SOUTHWEST SIDE OF WAIKOLU STREAM.  THE HILL IS THE
 TU3360'NORTH-NORTHWEST ONE OF TWO HILLS OF ABOUT THE SAME ELEVATION AND
 TU3360'ABOUT 1/4 MILE APART.
 TU3360'
 TU3360'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 45 AND 46, JUST
 TU3360'SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO WESTERLY ON STATE
 TU3360'HIGHWAY 46 FOR 3.7 MILES TO CROSSROAD AT READY-MIX PLANT ON
 TU3360'LEFT.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.25 MILE TO A
 TU3360'CATTLEGUARD.  CROSS AND CONTINUE FOR 2.9 MILES TO A FORK.  TAKE
 TU3360'LEFT FORK AND GO 0.75 MILE TO A CATTLEGUARD.  CROSS AND CONTINUE
 TU3360'FOR 2.4 MILES TO THE FORESTRY CAMP BUILDINGS.  BEAR RIGHT AND
 TU3360'FOLLOW FOREST SERVICE FOR 1.15 MILES TO WATER TANK AND RESERVOIR ON
 TU3360'LEFT.  CONTINUE FOR 2.2 MILES TO A WHITE HISTORICAL PLAQUE
 TU3360'ON LEFT.  CONTINUE AHEAD FOR 0.4 MILE TO A FORK.  TAKE LEFT
 TU3360'FORK, LEAVING MAIN ROAD, AND GO NORTH 0.55 MILE TO ALTERNATE
 TU3360'FORK.  TAKE EITHER ROAD AND CONTINUE DOWNGRADE, FINALLY SWINGING
 TU3360'RIGHT AND GOING SOUTHEAST, AND THEN LEFT, NORTH ALONG RIDGE, FOR
 TU3360'1.9 MILES TO END OF ROAD IN A SMALL CLEARING AT TOP OF HILL.
 TU3360'FROM HERE PACK NORTHERLY, DOWN ACROSS SADDIE AND THEN UP
 TU3360'TO TOP OF HILL AND STATION, A DISTANCE OF ABOUT 1/4 MILE.
 TU3360'
 TU3360'STATION MARK IS A 1-INCH IRON PIPE THAT PROJECTS ABOUT 7 FEET
 TU3360'ABOVE GROUND.  IT IS SET IN A DOME-TOPPED CONCRETE MONUMENT
 TU3360'THAT IS 10 INCHES IN DIAMETER AND ABOUT 4 INCHES BELOW GROUND
 TU3360'SURFACE.  AN 8-INCH DIAMETER, 40-INCH-LONG METAL CYLINDER TARGET
 TU3360'IS MOUNTED ON TOP OF THE STATION PIPE.  STATION IS 60.5 FEET
 TU3360'SOUTHEAST OF STATION KALUAHAUONI.
 TU3360'
 TU3360'NORTH CROSS IS 2 INCHES BELOW GROUND SURFACE.  WEST CROSS IS IN
 TU3360'TRAIL AND FLUSH WITH GROUND.
 TU3360'
 TU3360'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED TO DRIVE TO
 TU3360'STATION.  PACKING TIME ABOUT 10 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3318 ***********************************************************************
 TU3318  DESIGNATION -  WAIALUA 1915
 TU3318  PID         -  TU3318
 TU3318  STATE/COUNTY-  HI/MAUI
 TU3318  USGS QUAD   -  
 TU3318
 TU3318                         *CURRENT SURVEY CONTROL
 TU3318  ___________________________________________________________________
 TU3318* NAD 83(1993)-  21 06 28.70860(N)    156 46 45.68600(W)     ADJUSTED  
 TU3318* LOCAL TIDAL -       471.     (meters)    1545.     (feet)  SCALED    
 TU3318  ___________________________________________________________________
 TU3318  EPOCH DATE  -        1993.62
 TU3318  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 TU3318  GEOID HEIGHT-          15.45  (meters)                     GEOID03
 TU3318
 TU3318  HORZ ORDER  -  THIRD
 TU3318
 TU3318.The horizontal coordinates were established by classical geodetic methods
 TU3318.and adjusted by the National Geodetic Survey in December 1998..
 TU3318.The horizontal coordinates are valid at the epoch date displayed above.
 TU3318.The epoch date for horizontal control is a decimal equivalence
 TU3318.of Year/Month/Day.
 TU3318
 TU3318.The orthometric height was scaled from a topographic map.
 TU3318
 TU3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3318
 TU3318.The geoid height was determined by GEOID03.
 TU3318
 TU3318;                    North         East     Units Scale Factor Converg.
 TU3318;SPC HI 2     -    85,764.480   488,292.349   MT  0.99996836   -0 02 26.1
 TU3318;UTM  04      - 2,335,707.890   730,665.447   MT  1.00025755   +0 48 00.2
 TU3318
 TU3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3318!SPC HI 2     -   0.99992355  x   0.99996836  =   0.99989191
 TU3318!UTM  04      -   0.99992355  x   1.00025755  =   1.00018108
 TU3318
 TU3318:                Primary Azimuth Mark                     Grid Az
 TU3318:SPC HI 2     -  HONOMUNI 1915                            171 09 32.0
 TU3318:UTM  04      -  HONOMUNI 1915                            170 19 05.7
 TU3318
 TU3318|---------------------------------------------------------------------|
 TU3318| PID    Reference Object                     Distance      Geod. Az  |
 TU3318|                                                           dddmmss.s |
 TU3318| TU3316 HONOMUNI 1915                       APPROX. 2.7 KM 1710705.9 |
 TU3318|---------------------------------------------------------------------|
 TU3318
 TU3318                          SUPERSEDED SURVEY CONTROL
 TU3318
 TU3318  NAD 83(1986)-  21 06 28.66251(N)    156 46 45.63336(W) AD(       ) 3
 TU3318  OLD HI      -  21 06 40.12400(N)    156 46 55.72900(W) AD(       ) 3
 TU3318
 TU3318.Superseded values are not recommended for survey control.
 TU3318.NGS no longer adjusts projects to the OLD HI datum.
 TU3318.See file dsdata.txt to determine how the superseded data were derived.
 TU3318
 TU3318_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3066535708(NAD 83)
 TU3318
 TU3318  HISTORY     - Date     Condition        Report By
 TU3318  HISTORY     - 1915     MONUMENTED       CGS
 TU3318  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3318
 TU3318                          STATION DESCRIPTION
 TU3318
 TU3318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3318'A DESCRIPTION OBTAINED FROM THE STATE OF HAWAII SURVEY OFFICE
 TU3318'DESCRIBES THE STATION MARK AS A 4 X 6 REDWOOD POST, WITH 3
 TU3318'REFERENCE CROSSES ON STONES.  STATION WAS RECOVERED AND
 TU3318'IDENTIFIED BY THE 3 CROSSES, ALL OF WHICH WERE LOCATED, BUT THE
 TU3318'REDWOOD POST HAS BEEN REPLACED WITH A LENGTH OF 1-INCH IRON
 TU3318'PIPE.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3318'
 TU3318'STATION IS LOCATED, AIRLINE, ABOUT 16 MILES EAST OF KAUNAKAKAI,
 TU3318'2 MILES NORTH-NORTHEAST OF PUKOO, AND 1-1/2 MILES NORTHWEST
 TU3318'OF HIGHWAY 45.  IT IS AT 1550 FEET ELEVATION, ON THE SUMMIT OF
 TU3318'A GRASSY HILL THAT HAS BRUSH AND SMALL TREES AROUND THE
 TU3318'TOP.  THE HILL IS ON A RIDGE THAT LIES BETWEEN KAHAWAIIKI GULCH
 TU3318'AND PUNIUOHUANUI GULCH.
 TU3318'
 TU3318'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 45 AND
 TU3318'46, JUST SOUTH OF THE POST OFFICE IN KAUNAKAKAI, GO EASTERLY ON
 TU3318'STATE HIGHWAY 45 FOR 16.2 MILES TO A SIGN ON RIGHT WAILAU
 TU3318'TRAIL.  CONTINUE ON THE HIGHWAY FOR 4.9 MILES TO A GREEN CHURCH
 TU3318'ON THE LEFT.  CONTINUE FOR 0.35 MILE TO A TRACK ROAD LEFT AT SIGN
 TU3318'PUU MANO SHARK GOD HILL.  TAKE LEFT FORK FOR 0.05 MILE TO BOARD
 TU3318'GATE.  PASS THROUGH AND CONTINUE FOR 0.4 MILE TO BOARD GATE.
 TU3318'PASS THROUGH AND CONTINUE ON TRACK ROAD UPGRADE FOR 0.4 MILE TO
 TU3318'BOARD GATE.  PASS THROUGH AND CONTINUE ON TRACK ROAD RIGHT, UP
 TU3318'ALONG FENCE FOR 0.2 MILE TO BOARD GATE.  PASS THROUGH AND
 TU3318'FOLLOW ROAD LEFT UPGRADE FOR 0.25 MILE TO CREST OF HILL AT LARGE
 TU3318'BOULDER AND STATION PUU MANO.  CONTINUE NORTHWESTERLY ON TRACK
 TU3318'ROAD FOR 0.5 MILE TO BOARD GATE.  PASS THROUGH AND CONTINUE
 TU3318'FOR 0.35 MILE TO A SMALL DRAW.  CROSS DRAW AND BEAR RIGHT
 TU3318'ALONG OLD FENCE LINE FOR 0.1 MILE TO FENCE CORNER.  TURN RIGHT
 TU3318'AND FOLLOW BULLDOZED ROAD AROUND SIDE OF HILL FOR 0.05 MILE TO
 TU3318'GATE.  PASS THROUGH AND CONTINUE FOR 0.1 MILE TO END OF CUTBANK
 TU3318'AT GRASSY FLAT.  GO SHARP LEFT OFF OF ROAD AND FOLLOW DIM TRACKS
 TU3318'NORTHERLY UP STEEP SLOPE FOR 0.15 MILE TO FENCE, AND STATION.
 TU3318'
 TU3318'STATION MARK IS A 1-INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 TU3318'GROUND.  IT IS 13.7 FEET NORTH-NORTHWEST OF THE FENCE, 5 FEET
 TU3318'NORTHEAST OF DIM TRAIL AND AT THE SOUTHWEST EDGE OF A PATCH
 TU3318'OF BRUSH.
 TU3318'
 TU3318'THE 3 REFERENCE CROSSES ARE ON THE SIDE OF STONES ABOUT FLUSH
 TU3318'WITH GROUND AND SOD MUST BE REMOVED TO SEE THEM.
 TU3318'
 TU3318'NOTE--4-WHEEL-DRIVE VEHICLE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1526 ***********************************************************************
 TU1526  DESIGNATION -  WAIALUA 2
 TU1526  PID         -  TU1526
 TU1526  STATE/COUNTY-  HI/HONOLULU
 TU1526  USGS QUAD   -  HALEIWA (1983)
 TU1526
 TU1526                         *CURRENT SURVEY CONTROL
 TU1526  ___________________________________________________________________
 TU1526* NAD 83(1993)-  21 35 20.54910(N)    158 07 07.43263(W)     ADJUSTED  
 TU1526* LOCAL TIDAL -         3.     (meters)      10.     (feet)  GPS OBS   
 TU1526  ___________________________________________________________________
 TU1526  EPOCH DATE  -        1993.62
 TU1526  X           -  -5,505,944.598 (meters)                     COMP
 TU1526  Y           -  -2,211,284.907 (meters)                     COMP
 TU1526  Z           -   2,332,168.058 (meters)                     COMP
 TU1526  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 TU1526  ELLIP HEIGHT-          18.75  (meters)          (11/30/94) GPS OBS
 TU1526  GEOID HEIGHT-          14.74  (meters)                     GEOID03
 TU1526
 TU1526  HORZ ORDER  -  FIRST
 TU1526  ELLP ORDER  -  FIFTH     CLASS I
 TU1526
 TU1526.The horizontal coordinates were established by GPS observations
 TU1526.and adjusted by the National Geodetic Survey in November 1994..
 TU1526.No horizontal observational check was made to the station.
 TU1526.The horizontal coordinates are valid at the epoch date displayed above.
 TU1526.The epoch date for horizontal control is a decimal equivalence
 TU1526.of Year/Month/Day.
 TU1526
 TU1526.The orthometric height was determined by GPS observations and a
 TU1526.high-resolution geoid model.
 TU1526.No vertical observational check was made to the station.
 TU1526
 TU1526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TU1526
 TU1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1526
 TU1526.The ellipsoidal height was determined by GPS observations
 TU1526.and is referenced to NAD 83.
 TU1526
 TU1526.The geoid height was determined by GEOID03.
 TU1526
 TU1526;                    North         East     Units Scale Factor Converg.
 TU1526;SPC HI 3     -    46,770.387   487,704.658   MT  0.99999187   -0 02 37.3
 TU1526;UTM  04      - 2,387,598.898   591,227.698   MT  0.99970284   +0 19 27.4
 TU1526
 TU1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1526!SPC HI 3     -   0.99999705  x   0.99999187  =   0.99998892
 TU1526!UTM  04      -   0.99999705  x   0.99970284  =   0.99969989
 TU1526
 TU1526:                Primary Azimuth Mark                     Grid Az
 TU1526:SPC HI 3     -  MEADOW GOLD                              047 13 59.9
 TU1526:UTM  04      -  MEADOW GOLD                              046 51 55.2
 TU1526
 TU1526|---------------------------------------------------------------------|
 TU1526| PID    Reference Object                     Distance      Geod. Az  |
 TU1526|                                                           dddmmss.s |
 TU1526| TU0526 MEADOW GOLD                         APPROX. 4.3 KM 0471122.6 |
 TU1526| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 1.8 KM 2011922.0 |
 TU1526| CJ9082 WAIALUA 2 RM 1                       20.594 METERS 23259     |
 TU1526| CJ9083 WAIALUA 2 RM 2                       16.175 METERS 30411     |
 TU1526|---------------------------------------------------------------------|
 TU1526
 TU1526                          SUPERSEDED SURVEY CONTROL
 TU1526
 TU1526  NAD 83(1986)-  21 35 20.50014(N)    158 07 07.44442(W) AD(       ) 1
 TU1526  OLD HI      -  21 35 31.92326(N)    158 07 17.34893(W) AD(       ) 1
 TU1526
 TU1526.Superseded values are not recommended for survey control.
 TU1526.NGS no longer adjusts projects to the OLD HI datum.
 TU1526.See file dsdata.txt to determine how the superseded data were derived.
 TU1526
 TU1526_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9122887599(NAD 83)
 TU1526_MARKER: DD = SURVEY DISK
 TU1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1526_SP_SET: CONCRETE POST
 TU1526_STAMPING: WAIALUA 2
 TU1526_MARK LOGO: NOS   
 TU1526_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU1526+STABILITY: SURFACE MOTION
 TU1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU1526+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1993
 TU1526
 TU1526  HISTORY     - Date     Condition        Report By
 TU1526  HISTORY     - 1927     MONUMENTED       CGS
 TU1526  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1526  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1526  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1526  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1526  HISTORY     - 19930813 GOOD             NOS
 TU1526
 TU1526                          STATION DESCRIPTION
 TU1526
 TU1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1526'ON WESTERN COAST OF OAHU, IN WAIALUA DISTRICT, ON OUTERMOST
 TU1526'POINT OF PENINSULA BETWEEN WAIALUA AND KAIAKA BAYS, ABOUT 160
 TU1526'FEET NORTHWEST OF A JAPANESE FRAME HOUSE, ABOUT 1-1/4 MILES WEST
 TU1526'AND SOUTH OF HALEIWA.  STATION MARKED ACCORDING TO NOTE 1A, A
 TU1526'STANDARD DISK STATION MARK SET IN CORAL.  REFERENCE MARKS, NOTE
 TU1526'12A, STANDARD REFERENCE DISKS SET IN CORAL, ARE AT THE FOLLOWING
 TU1526'DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 20.609 METERS
 TU1526'(67.61 FEET), 53 DEG 00 MIN.  NO. 2, 16.225 METERS (53.23
 TU1526'FEET), 124 DEG 13 MIN.  RE-MARKED ACCORDING TO NOTE 14A IN
 TU1526'1929.
 TU1526
 TU1526                          STATION RECOVERY (1945)
 TU1526
 TU1526'RECOVERY NOTE BY US ARMY 1945
 TU1526'STATION IS ON W COAST OF OAHU, ON OUTERMOST POINT OF PENINSULA,
 TU1526'BETWEEN WAIALUA AND KAIAKA BAYS, ABOUT 100 FEET NW OF A JAPANESE
 TU1526'FRAME HOUSE, AND ABOUT 1 MILE W OF HALEIWA.
 TU1526'
 TU1526'STATION IS MARKED WITH A STANDARD DISK SET IN CORAL.  THE STRUCTURE
 TU1526'OF THE NOTE 14A MARKING DOES NOT EXIST.
 TU1526
 TU1526                          STATION RECOVERY (1961)
 TU1526
 TU1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CDU)
 TU1526'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 TU1526'CONDITION.  NEW DESCRIPTION FOLLOWS--
 TU1526'
 TU1526'THE STATION IS LOCATED IN THE WAIALUA DISTRICT ON THE NW POINT
 TU1526'(KAIAKA POINT) OF THE PENINSULA BETWEEN WAIALUA BAY AND KAIAKA
 TU1526'BAY, ABOUT 1-1/2 MI. NNW OF THE TOWN OF WAIALUA.
 TU1526'
 TU1526'TO REACH THE STATION FROM THE INTERSECTION OF HALEIWA ROAD
 TU1526'AND FRESH AIR CAMP ROAD IN HALEIWA GO 0.1 MI. NW ON FRESH AIR
 TU1526'CAMP RD. (ALONG N SIDE OF HALEIWA SCHOOL GROUNDS) TO DIRT ROAD
 TU1526'LEFT, TURN LEFT AND GO 0.05 MI. TO DIRT ROAD RIGHT, TURN RIGHT
 TU1526'AND GO 0.05 MI. TO DIRT ROAD LEFT (ROAD THRU TRUCK GARDEN), TURN
 TU1526'LEFT AND CROSS GARDEN, AT END OF ROAD TURN RIGHT AND FOLLOW
 TU1526'ALONG SW EDGE OF GARDEN AND ALONG SHORELINE FOR 0.55 MI. TO
 TU1526'STATION.
 TU1526'
 TU1526'THE STATION IS MARKED BY A STANDARD DISK STAMPED
 TU1526'WAIALUA 2 1927 SET IN A CONCRETE MONUMENT WHICH PROJECTS ABOUT
 TU1526'3 IN. ABOVE THE GROUND SURFACE.  REFERENCE MARKS 1 AND 2 ARE
 TU1526'STANDARD DISKS STAMPED NO 1 AND NO 2 RESPECTIVELY CEMENTED IN
 TU1526'DRILL HOLES IN THE CORAL.
 TU1526
 TU1526                          STATION RECOVERY (1963)
 TU1526
 TU1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1526'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU1526'HOWEVER THE STATION MARK WAS FOUND TO BE SET IN A CONCRETE
 TU1526'MONUMENT INSTEAD OF IN CORAL, AS IT WAS DESCRIBED.  AN
 TU1526'OLD DESCRIPTION, OBTAINED FROM THE STATE OF HAWAII SURVEY
 TU1526'OFFICE, DESCRIBED THE STATION AS A CONCRETE MONUMENT.  THERE IS
 TU1526'NO HAWAII TERRITORY SURVEY TYPE A SIGNAL OVER THE STATION MARK,
 TU1526'AS DESCRIBED.
 TU1526'
 TU1526'A 1945 RECOVERY DESCRIPTION STATES THAT THERE WAS NO SIGNAL
 TU1526'OVER THE STATION AT THAT TIME, EITHER.  A COMPLETE DESCRIPTION
 TU1526'FOLLOWS--
 TU1526'
 TU1526'STATION IS LOCATED AT THE WEST EDGE OF HALEIWA, ON THE EXTREME
 TU1526'NORTHWEST CORNER OF KAIAKA POINT.  ON GRASSY POINT JUST ABOVE
 TU1526'CORAL ROCK SHORE, AT A RIGHT-ANGLE TURN IN TRACK ROAD, WHERE IT
 TU1526'TURNS FROM NORTH TO EAST.
 TU1526'
 TU1526'TO REACH STATION FROM THE WAIALUA ELEMENTARY SCHOOL AT SOUTHWEST
 TU1526'END OF HALEIWA, GO NORTHWEST ON FRESH AIR CAMP ROAD, AT
 TU1526'NORTHEAST CORNER OF SCHOOL GROUNDS, FOR 0.1 MILE TO
 TU1526'T-INTERSECTION.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.1 MILE TO
 TU1526'FARM HOUSE.  CONTINUE AHEAD ON TRACK ROAD THROUGH GARDENS AND
 TU1526'ALONG WEST END OF KAIAKA POINT, FOR 0.45 MILE TO STATION ON LEFT
 TU1526'SIDE OF ROAD.
 TU1526
 TU1526                          STATION RECOVERY (1969)
 TU1526
 TU1526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1526'STATION MARK IS A STANDARD DISK STAMPED WAIALUA 2 1927, SET IN
 TU1526'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3
 TU1526'INCHES ABOVE GROUND.  IT IS 22 FEET EAST OF CORAL BEACH, 12 FEET
 TU1526'NORTHWEST OF CENTER LINE OF TRACK ROAD, 40 YARDS NORTH OF FORK
 TU1526'OF TRACK ROADS, 70 YARDS WEST OF A SMALL, LONE, IRONWOOD TREE,
 TU1526'AND 125 YARDS WEST OF THE WEST END OF A LARGE GROVE OF VERY TALL
 TU1526'IRONWOODS.
 TU1526'
 TU1526'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIALUA 2
 TU1526'NO 1 CEMENTED IN A DRILL HOLE IN CORAL BEDROCK, 22 FEET EAST
 TU1526'OF SHORELINE AND ABOUT 3 FEET LOWER THAN STATION MARK.
 TU1526'
 TU1526'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIALUA 2
 TU1526'NO 2 CEMENTED IN A DRILL HOLE IN A 7-FOOT-DIAMETER, FLAT, CORAL
 TU1526'BEDROCK OUTCROP AND IS ABOUT 4 FEET LOWER THAN STATION MARK.
 TU1526'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 TU1526'GOOD CONDITION.  THE 1963 DESCRIPTION BY W.R.P. WAS CHECKED AND
 TU1526'FOUND TO BE CORRECT.  DISTANCE TO REFERENCE MARK 2 WAS NOTED TO
 TU1526'BE CLOSER TO 1927 MEASUREMENT.
 TU1526'
 TU1526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1526'IN THE WEST EDGE OF HALEIWA.
 TU1526
 TU1526                          STATION RECOVERY (1993)
 TU1526
 TU1526'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (JGF)
 TU1526'STATION NOW HAS A CLASS B STATE OF HAWAII MONUMENT CONSTRUCTED OVER
 TU1526'IT.  A NEW TO REACH FOLLOWS. TO REACH FROM THE ELEMENTARY SCHOOL IN
 TU1526'HALEIWA ON THE NORTH SHORE OF THE ISLAND OF OAHU, HAWAII.  GO NE ON
 TU1526'HALEIWA DRIVE FOR .15 MI (0.24 KM) TO A PAVED ROAD LEFT.  THIS ROAD IS
 TU1526'THE ENTRANCE TO KAIAKA PARK. TURN LEFT AND FOLLOW PAVED ROAD FOR .35
 TU1526'MI (0.56 KM) TO CIRCULAR PARKING AREA AHEAD.  PROCEED STRAIGHT FOR .2
 TU1526'MI (0.3 KM) TO N END OF PARKING AREA AND STATION ON RIGHT.  PACK 300
 TU1526'FT (91.4 M) N TO SHORELINE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3315 ***********************************************************************
 TU3315  DESIGNATION -  WAIALUA SEA 1915
 TU3315  PID         -  TU3315
 TU3315  STATE/COUNTY-  HI/MAUI
 TU3315  USGS QUAD   -  
 TU3315
 TU3315                         *CURRENT SURVEY CONTROL
 TU3315  ___________________________________________________________________
 TU3315* NAD 83(1993)-  21 05 46.21833(N)    156 45 30.44362(W)     ADJUSTED  
 TU3315* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU3315  ___________________________________________________________________
 TU3315  EPOCH DATE  -        1993.62
 TU3315  LAPLACE CORR-          -6.32  (seconds)                    DEFLEC99
 TU3315  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU3315
 TU3315  HORZ ORDER  -  THIRD
 TU3315
 TU3315.The horizontal coordinates were established by classical geodetic methods
 TU3315.and adjusted by the National Geodetic Survey in December 1998..
 TU3315.The horizontal coordinates are valid at the epoch date displayed above.
 TU3315.The epoch date for horizontal control is a decimal equivalence
 TU3315.of Year/Month/Day.
 TU3315
 TU3315.The orthometric height was scaled from a topographic map.
 TU3315
 TU3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3315
 TU3315.The geoid height was determined by GEOID03.
 TU3315
 TU3315;                    North         East     Units Scale Factor Converg.
 TU3315;SPC HI 2     -    84,456.335   490,463.009   MT  0.99996779   -0 01 58.9
 TU3315;UTM  04      - 2,334,431.347   732,855.709   MT  1.00027010   +0 48 25.8
 TU3315
 TU3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3315!SPC HI 2     -   0.99999743  x   0.99996779  =   0.99996522
 TU3315!UTM  04      -   0.99999743  x   1.00027010  =   1.00026753
 TU3315
 TU3315:                Primary Azimuth Mark                     Grid Az
 TU3315:SPC HI 2     -  HONOMUNI 1915                            231 17 02.0
 TU3315:UTM  04      -  HONOMUNI 1915                            230 26 37.3
 TU3315
 TU3315|---------------------------------------------------------------------|
 TU3315| PID    Reference Object                     Distance      Geod. Az  |
 TU3315|                                                           dddmmss.s |
 TU3315| TU3316 HONOMUNI 1915                       APPROX. 2.2 KM 2311503.1 |
 TU3315|---------------------------------------------------------------------|
 TU3315
 TU3315                          SUPERSEDED SURVEY CONTROL
 TU3315
 TU3315  NAD 83(1986)-  21 05 46.17282(N)    156 45 30.38847(W) AD(       ) 3
 TU3315  OLD HI      -  21 05 57.63000(N)    156 45 40.50000(W) AD(       ) 3
 TU3315
 TU3315.Superseded values are not recommended for survey control.
 TU3315.NGS no longer adjusts projects to the OLD HI datum.
 TU3315.See file dsdata.txt to determine how the superseded data were derived.
 TU3315
 TU3315_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ3285634431(NAD 83)
 TU3315
 TU3315  HISTORY     - Date     Condition        Report By
 TU3315  HISTORY     - 1915     MONUMENTED       CGS
 TU3315  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3315  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3315
 TU3315                          STATION DESCRIPTION
 TU3315
 TU3315'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (ERH)
 TU3315'ON SOUTHEASTERN COAST OF MOLOKAI, ON THE SAND POINT AT WAIALUA
 TU3315'VILLAGE AND GULCH, AT HIGH-WATER LINE.  ABOUT 120 METERS WEST OF
 TU3315'STATION IS A CREEK AND BRIDGE, WHILE A CHURCH, CREAM COLORED
 TU3315'AND HAVING A SPIRE WITH SLAT VENTILATORS, IS ON THE FAR SIDE
 TU3315'OF THE ROAD FROM THE STATION, DISTANT 260 METERS, N. 10 DEG
 TU3315'W.  SUBSURFACE MARK IS A BOTTLE.  SURFACE MARK IS CONCRETE
 TU3315'MONUMENT WITH BRONZE STATION MARK IN TOP, NOTE 6 1/2.
 TU3315
 TU3315                          STATION RECOVERY (1931)
 TU3315
 TU3315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3315'STATION IS ON THE S COAST OF MOLOKAI ISLAND.  IT WAS RECOVERED
 TU3315'AS DESCRIBED EXCEPT THAT THE CHURCH, MENTIONED IN THE ORIGINAL
 TU3315'DESCRIPTION IS NOW IN RUINS.  THERE IS A NEW CHURCH ACROSS
 TU3315'THE ROAD FROM THE SCHOOL.  THE MONUMENT IS STILL INTACT, AND A
 TU3315'FEW STONES WERE PILED UP AROUND TO HOLD THE SIGNAL POLE.
 TU3315
 TU3315                          STATION RECOVERY (1962)
 TU3315
 TU3315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3315'THE STATION WAS SEARCHED FOR BUT COULD NOT BE FOUND.  STATION
 TU3315'LOCATION IS ALONG A SANDY BEACH ON THE SOUTH SHORE OF MOLOKAI
 TU3315'AND ACCORDING TO LOCAL INFORMATION THE SHORELINE HAS RECEDED
 TU3315'A GREAT DISTANCE AS A RESULT OF THE 1946 SEISMIC WAVE AND LATER
 TU3315'HIGH STORM WAVES.  THE STATION IS ASSUMED TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1527 ***********************************************************************
 TU1527  DESIGNATION -  WAIALUA SUGAR CO MILL STACK
 TU1527  PID         -  TU1527
 TU1527  STATE/COUNTY-  HI/HONOLULU
 TU1527  USGS QUAD   -  HALEIWA (1983)
 TU1527
 TU1527                         *CURRENT SURVEY CONTROL
 TU1527  ___________________________________________________________________
 TU1527* NAD 83(1993)-  21 34 25.57652(N)    158 07 30.37333(W)     ADJUSTED  
 TU1527* LOCAL TIDAL -                                                        
 TU1527  ___________________________________________________________________
 TU1527  EPOCH DATE  -        1993.62
 TU1527  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 TU1527  GEOID HEIGHT-          14.93  (meters)                     GEOID03
 TU1527
 TU1527  HORZ ORDER  -  THIRD
 TU1527
 TU1527.The horizontal coordinates were established by classical geodetic methods
 TU1527.and adjusted by the National Geodetic Survey in December 1998..
 TU1527.The horizontal coordinates are valid at the epoch date displayed above.
 TU1527.The epoch date for horizontal control is a decimal equivalence
 TU1527.of Year/Month/Day.
 TU1527
 TU1527
 TU1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1527
 TU1527.The geoid height was determined by GEOID03.
 TU1527
 TU1527;                    North         East     Units Scale Factor Converg.
 TU1527;SPC HI 3     -    45,080.134   487,043.398   MT  0.99999207   -0 02 45.6
 TU1527;UTM  04      - 2,385,904.926   590,577.491   MT  0.99970138   +0 19 18.2
 TU1527
 TU1527                          SUPERSEDED SURVEY CONTROL
 TU1527
 TU1527  NAD 83(1986)-  21 34 25.52712(N)    158 07 30.38506(W) AD(       ) 4
 TU1527  OLD HI      -  21 34 36.94449(N)    158 07 40.28921(W) AD(       ) 3
 TU1527
 TU1527.Superseded values are not recommended for survey control.
 TU1527.NGS no longer adjusts projects to the OLD HI datum.
 TU1527.See file dsdata.txt to determine how the superseded data were derived.
 TU1527
 TU1527_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9057785905(NAD 83)
 TU1527
 TU1527  HISTORY     - Date     Condition        Report By
 TU1527  HISTORY     - UNK      MONUMENTED
 TU1527  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1527  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1527  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1527
 TU1527                          STATION DESCRIPTION
 TU1527
 TU1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1527'CENTER OF LARGE STEEL SMOKESTACK ON WAIALUA SUGAR MILL.  THIS WAS
 TU1527'CALLED STATION MILL IN 1910.
 TU1527
 TU1527                          STATION RECOVERY (1945)
 TU1527
 TU1527'RECOVERY NOTE BY US ARMY 1945
 TU1527'STATION RECOVERED AS DESCRIBED, STATION IS IN GOOD CONDITION.
 TU1527'
 TU1527'DATA OF CHIMNEY--WAS CONSTRUCTED IN 1900 TO A HEIGHT OF 185
 TU1527'FEET.  30 FEET HAS BEEN TAKEN OFF THE TOP AND CONSEQUENTLY IT
 TU1527'NOW STANDS TO A HEIGHT OF 155 FEET.  THE DIAMETER AT THE TOP IS
 TU1527'11.5 FEET.  IT IS CONSTRUCTED OF STEEL WITH A BRICK LINING.
 TU1527
 TU1527                          STATION RECOVERY (1969)
 TU1527
 TU1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1527'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1527'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1525 ***********************************************************************
 TU1525  DESIGNATION -  WAIALUA USE
 TU1525  PID         -  TU1525
 TU1525  STATE/COUNTY-  HI/HONOLULU
 TU1525  USGS QUAD   -  HALEIWA (1983)
 TU1525
 TU1525                         *CURRENT SURVEY CONTROL
 TU1525  ___________________________________________________________________
 TU1525* NAD 83(1993)-  21 35 19.58500(N)    158 06 52.44405(W)     ADJUSTED  
 TU1525* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU1525  ___________________________________________________________________
 TU1525  EPOCH DATE  -        1993.62
 TU1525  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 TU1525  GEOID HEIGHT-          14.75  (meters)                     GEOID03
 TU1525
 TU1525  HORZ ORDER  -  THIRD
 TU1525
 TU1525.The horizontal coordinates were established by classical geodetic methods
 TU1525.and adjusted by the National Geodetic Survey in December 1998..
 TU1525.The horizontal coordinates are valid at the epoch date displayed above.
 TU1525.The epoch date for horizontal control is a decimal equivalence
 TU1525.of Year/Month/Day.
 TU1525
 TU1525.The orthometric height was scaled from a topographic map.
 TU1525
 TU1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1525
 TU1525.The geoid height was determined by GEOID03.
 TU1525
 TU1525;                    North         East     Units Scale Factor Converg.
 TU1525;SPC HI 3     -    46,740.412   488,135.792   MT  0.99999174   -0 02 31.8
 TU1525;UTM  04      - 2,387,571.700   591,658.891   MT  0.99970381   +0 19 32.9
 TU1525
 TU1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1525!SPC HI 3     -   0.99999721  x   0.99999174  =   0.99998895
 TU1525!UTM  04      -   0.99999721  x   0.99970381  =   0.99970102
 TU1525
 TU1525                          SUPERSEDED SURVEY CONTROL
 TU1525
 TU1525  NAD 83(1986)-  21 35 19.53597(N)    158 06 52.45580(W) AD(       ) 3
 TU1525  OLD HI      -  21 35 30.91900(N)    158 07 02.37300(W) AD(       ) 3
 TU1525
 TU1525.Superseded values are not recommended for survey control.
 TU1525.NGS no longer adjusts projects to the OLD HI datum.
 TU1525.See file dsdata.txt to determine how the superseded data were derived.
 TU1525
 TU1525_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9165987572(NAD 83)
 TU1525
 TU1525  HISTORY     - Date     Condition        Report By
 TU1525  HISTORY     - 1914     MONUMENTED       USE
 TU1525  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1525
 TU1525                          STATION DESCRIPTION
 TU1525
 TU1525'DESCRIBED BY US ENGINEERS 1914
 TU1525'NO DESCRIPTION AVAILABLE FOR THIS POINT OR FOR WAIALUA (ARMY),
 TU1525'A NO CHECK POINT OF 1927.  THE 1927 POSITION REPORTED IN ERROR,
 TU1525'AND THE POSITION OF ONLY WAIALUA (U.S.E.) IS GIVEN.
 TU1525
 TU1525                          STATION RECOVERY (1963)
 TU1525
 TU1525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1525'STATION WAS NOT RECOVERED.  ITS POSITION WAS DETERMINED BY
 TU1525'TRAVERSE FROM COUNTY STREET SURVEY MONUMENTS NEARBY AND SOME
 TU1525'DIGGING WAS DONE, BUT NO MARK WAS FOUND.  THE AREA IS NOW IN
 TU1525'HOUSING.  THE STATION LOCATION IS NEAR THE SOUTH END OF A
 TU1525'VACANT LOT WHICH HAS BEEN FILLED AND LEVELED.  IT IS
 TU1525'BELIEVED THAT THE STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1695 ***********************************************************************
 TU1695  DESIGNATION -  WAIANAE MILL CHIMNEY
 TU1695  PID         -  TU1695
 TU1695  STATE/COUNTY-  HI/HONOLULU
 TU1695  USGS QUAD   -  WAIANAE (1983)
 TU1695
 TU1695                         *CURRENT SURVEY CONTROL
 TU1695  ___________________________________________________________________
 TU1695* NAD 83(1993)-  21 26 39.95928(N)    158 11 13.31227(W)     ADJUSTED  
 TU1695* LOCAL TIDAL -                                                        
 TU1695  ___________________________________________________________________
 TU1695  EPOCH DATE  -        1993.62
 TU1695  LAPLACE CORR-           8.44  (seconds)                    DEFLEC99
 TU1695  GEOID HEIGHT-          15.39  (meters)                     GEOID03
 TU1695
 TU1695  HORZ ORDER  -  THIRD
 TU1695
 TU1695.The horizontal coordinates were established by classical geodetic methods
 TU1695.and adjusted by the National Geodetic Survey in December 1998..
 TU1695.The horizontal coordinates are valid at the epoch date displayed above.
 TU1695.The epoch date for horizontal control is a decimal equivalence
 TU1695.of Year/Month/Day.
 TU1695
 TU1695
 TU1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1695
 TU1695.The geoid height was determined by GEOID03.
 TU1695
 TU1695;                    North         East     Units Scale Factor Converg.
 TU1695;SPC HI 3     -    30,765.849   480,612.606   MT  0.99999464   -0 04 06.2
 TU1695;UTM  04      - 2,371,554.069   584,240.330   MT  0.99968769   +0 17 50.1
 TU1695
 TU1695                          SUPERSEDED SURVEY CONTROL
 TU1695
 TU1695  NAD 83(1986)-  21 26 39.90775(N)    158 11 13.32534(W) AD(       ) 4
 TU1695  OLD HI      -  21 26 51.25700(N)    158 11 23.22600(W) AD(       ) 3
 TU1695
 TU1695.Superseded values are not recommended for survey control.
 TU1695.NGS no longer adjusts projects to the OLD HI datum.
 TU1695.See file dsdata.txt to determine how the superseded data were derived.
 TU1695
 TU1695_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8424071554(NAD 83)
 TU1695
 TU1695  HISTORY     - Date     Condition        Report By
 TU1695  HISTORY     - UNK      MONUMENTED
 TU1695  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1695
 TU1695                          STATION DESCRIPTION
 TU1695
 TU1695'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1695'STATION IS GONE.  THE VICINITY IS NOW PART OF THE BUSINESS
 TU1695'DISTRICT IN WAIANAE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3052 ***********************************************************************
 TU3052  DESIGNATION -  WAIEHU CHURCH BUFF SPIRE
 TU3052  PID         -  TU3052
 TU3052  STATE/COUNTY-  HI/MAUI
 TU3052  USGS QUAD   -  WAILUKU (1997)
 TU3052
 TU3052                         *CURRENT SURVEY CONTROL
 TU3052  ___________________________________________________________________
 TU3052* NAD 83(1993)-  20 54 58.48419(N)    156 30 31.27829(W)     ADJUSTED  
 TU3052* LOCAL TIDAL -                                                        
 TU3052  ___________________________________________________________________
 TU3052  EPOCH DATE  -        1993.62
 TU3052  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 TU3052  GEOID HEIGHT-          15.91  (meters)                     GEOID03
 TU3052
 TU3052  HORZ ORDER  -  THIRD
 TU3052
 TU3052.The horizontal coordinates were established by classical geodetic methods
 TU3052.and adjusted by the National Geodetic Survey in December 1998..
 TU3052.The horizontal coordinates are valid at the epoch date displayed above.
 TU3052.The epoch date for horizontal control is a decimal equivalence
 TU3052.of Year/Month/Day.
 TU3052
 TU3052
 TU3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3052
 TU3052.The geoid height was determined by GEOID03.
 TU3052
 TU3052;                    North         East     Units Scale Factor Converg.
 TU3052;SPC HI 2     -    64,541.434   516,433.675   MT  0.99997000   +0 03 23.0
 TU3052;UTM  04      - 2,314,890.439   759,124.476   MT  1.00042987   +0 53 23.7
 TU3052
 TU3052                          SUPERSEDED SURVEY CONTROL
 TU3052
 TU3052  NAD 83(1986)-  20 54 58.44414(N)    156 30 31.26286(W) AD(       ) 4
 TU3052  OLD HI      -  20 55 09.94300(N)    156 30 41.44400(W) AD(       ) 3
 TU3052
 TU3052.Superseded values are not recommended for survey control.
 TU3052.NGS no longer adjusts projects to the OLD HI datum.
 TU3052.See file dsdata.txt to determine how the superseded data were derived.
 TU3052
 TU3052_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5912414890(NAD 83)
 TU3052
 TU3052  HISTORY     - Date     Condition        Report By
 TU3052  HISTORY     - UNK      MONUMENTED
 TU3052  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3052
 TU3052                          STATION DESCRIPTION
 TU3052
 TU3052'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3052'BUFF SPIRE OF THE HAWAIIAN CHURCH IN THE VILLAGE OF WAIEHU,
 TU3052'ABOUT 3-1/4 MILES NORTHWEST OF KAHULUI.  THE CHURCH IS OF
 TU3052'MASONRY CONSTRUCTION, AND MORE THAN 40 YEARS OLD.
 TU3052'
 TU3052'THIS IS APPARENTLY THE SAME AS BUFF SPIRE LOCATED IN 1912 AS IT
 TU3052'IS THE ONLY SPIRE IN THE VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2732 ***********************************************************************
 TU2732  DESIGNATION -  WAIELE
 TU2732  PID         -  TU2732
 TU2732  STATE/COUNTY-  HI/HAWAII
 TU2732  USGS QUAD   -  KAWAIHAE (1995)
 TU2732
 TU2732                         *CURRENT SURVEY CONTROL
 TU2732  ___________________________________________________________________
 TU2732* NAD 83(1993)-  20 04 34.66106(N)    155 51 50.77806(W)     ADJUSTED  
 TU2732* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU2732  ___________________________________________________________________
 TU2732  EPOCH DATE  -        1993.62
 TU2732  LAPLACE CORR-          11.42  (seconds)                    DEFLEC99
 TU2732  GEOID HEIGHT-          19.77  (meters)                     GEOID03
 TU2732
 TU2732  HORZ ORDER  -  THIRD
 TU2732
 TU2732.The horizontal coordinates were established by classical geodetic methods
 TU2732.and adjusted by the National Geodetic Survey in December 1998..
 TU2732.The horizontal coordinates are valid at the epoch date displayed above.
 TU2732.The epoch date for horizontal control is a decimal equivalence
 TU2732.of Year/Month/Day.
 TU2732
 TU2732.The orthometric height was scaled from a topographic map.
 TU2732
 TU2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2732
 TU2732.The geoid height was determined by GEOID03.
 TU2732
 TU2732;                    North         East     Units Scale Factor Converg.
 TU2732;SPC HI 1     -   137,629.791   461,916.934   MT  0.99998458   -0 07 30.0
 TU2732;UTM  05      - 2,222,495.693   200,448.245   MT  1.00070921   -0 59 02.0
 TU2732
 TU2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2732!SPC HI 1     -   0.99999642  x   0.99998458  =   0.99998100
 TU2732!UTM  05      -   0.99999642  x   1.00070921  =   1.00070563
 TU2732
 TU2732|---------------------------------------------------------------------|
 TU2732| PID    Reference Object                     Distance      Geod. Az  |
 TU2732|                                                           dddmmss.s |
 TU2732| CN6206 WAIELE RM 2                          56.385 METERS 05800     |
 TU2732| TU2614 ANAEHOOMALU                         APPROX.16.0 KM 1873829.4 |
 TU2732| CN6205 WAIELE RM 1                          11.296 METERS 25229     |
 TU2732|---------------------------------------------------------------------|
 TU2732
 TU2732                          SUPERSEDED SURVEY CONTROL
 TU2732
 TU2732  NAD 83(1986)-  20 04 34.64411(N)    155 51 50.78159(W) AD(       ) 3
 TU2732  OLD HI      -  20 04 45.90400(N)    155 52 00.68800(W) AD(       ) 3
 TU2732
 TU2732.Superseded values are not recommended for survey control.
 TU2732.NGS no longer adjusts projects to the OLD HI datum.
 TU2732.See file dsdata.txt to determine how the superseded data were derived.
 TU2732
 TU2732_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC0044822496(NAD 83)
 TU2732_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2732_SETTING: 66 = SET IN ROCK OUTCROP
 TU2732
 TU2732  HISTORY     - Date     Condition        Report By
 TU2732  HISTORY     - 1928     MONUMENTED       CGS
 TU2732  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2732
 TU2732                          STATION DESCRIPTION
 TU2732
 TU2732'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (KTA)
 TU2732'ON THE NORTHWEST COAST OF HAWAII, ABOUT 3.2 MILES NORTHWEST OF
 TU2732'KAWAIHAE LIGHT, ON THE POINT ON NORTH SIDE OF KAMILO BAY,
 TU2732'ABOUT 30 METERS BACK FROM AND 8 METERS ABOVE HIGH WATER LINE,
 TU2732'AND 18 METERS TOWARD THE SEA FROM THE BACK WALL, 1.5 METERS
 TU2732'HIGH, OF AN OLD HAWAIIAN INCLOSURE OF STONES, RECTANGULAR IN
 TU2732'SHAPE.  ABOUT 45 METERS INLAND FROM THE STATION AN OLD TRAIL
 TU2732'RUNS PARALLEL WITH THE SHORE.  THE STATION IS AT THE MOST
 TU2732'NORTHERN POINT ALONG THE SHORE FROM WHICH ONE CAN SEE PUU
 TU2732'KAMALII.  MARKED BY A STANDARD DISK STATION MARK, NOTE 2A,
 TU2732'SET IN SOLID ROCK, FLUSH WITH THE SURFACE OF THE GROUND.  THE
 TU2732'EXPOSED PORTION OF THE ROCK IS ABOUT 1 METER IN DIAMETER.  TWO
 TU2732'STANDARD REFERENCE DISKS, NOTE 12A, WERE SET IN THE
 TU2732'FOLLOWING-DESCRIBED LOCATIONS, AND AT THE FOLLOWING DISTANCES
 TU2732'AND AZIMUTHS FROM THE STATION--NO. 1, IN SOLID LAVA ROCK
 TU2732'TOWARD THE SEA FROM AND BELOW THE STATION, 11.3 METERS (37.07
 TU2732'FEET), 72 DEG 26 MIN.  NO. 2, INLAND FROM STATION AND
 TU2732'COVERED BY A STONE CAIRN, 56.46 METERS (185.24 FEET), 237 DEG
 TU2732'58 MIN.
 TU2732
 TU2732                          STATION RECOVERY (1968)
 TU2732
 TU2732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2732'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2732'CONDITION.  LARGE KIAWE TREES BLOCK ALL VIEW TO NORTH, EAST
 TU2732'AND SOUTHEAST.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2732'
 TU2732'STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF KAWAIHAE, ON
 TU2732'BLACK, ROCKY POINT ON SEACOAST, ABOUT 1/4-MILE NORTHWEST OF
 TU2732'WAIAKAILIO BAY AND ABOUT 25 FEET ABOVE SEA LEVEL.
 TU2732'
 TU2732'TO REACH STATION FROM THE POST OFFICE IN KAWAIHAE, GO NORTHWEST
 TU2732'ON THE NEW COAST HIGHWAY TOWARDS MAHUKONA FOR 1.1 MILES TO
 TU2732'LARGE BRIDGE.  CONTINUE FOR 2.1 MILES TO TRACK SIDE ROAD LEFT,
 TU2732'ABOUT 35 YARDS BEFORE REACHING FENCE LINE.  TURN LEFT, AND GO
 TU2732'0.25 MILE TO METAL GATE ON RIGHT, BY OLD WINDMILL BY SEA.  GO
 TU2732'RIGHT, THROUGH GATE, AND FOLLOW OLD ROAD NORTHWEST FOR 0.2 MILE
 TU2732'TO LARGE, SQUARE CAIRN ON POINT ON RIGHT.  CONTINUE AHEAD FOR
 TU2732'0.2 MILE TO END OF TRUCK TRAVEL JUST AFTER DROPPING DOWN OFF A
 TU2732'RISE.  WALK LEFT, WESTERLY, THROUGH TREES ABOUT 150 YARDS TO
 TU2732'STATION.
 TU2732'
 TU2732'STATION MARK IS A STANDARD DISK STAMPED WAIELE 1928, CEMENTED
 TU2732'IN A DRILL HOLE IN A BEDROCK OUTCROP IN SMALL OPEN AREA ON WEST
 TU2732'EDGE OF TREES.  IT IS 100 FEET EAST OF EXTREME TIP OF ROCKS, 9
 TU2732'FEET NORTH OF A 4-FOOT CAIRN, AND 68.5 FEET WEST OF A
 TU2732'40-FOOT-LONG, NORTH-SOUTH, STONE WALL ABOUT 4 FEET HIGH, HIDDEN IN
 TU2732'THE TREES.
 TU2732'
 TU2732'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIELE 1
 TU2732'1928, CEMENTED IN A DRILL HOLE IN A ROUGH LAVA OUTCROP
 TU2732'PROJECTING 2 FEET ABOVE SLOPE, ABOUT 18 FEET ABOVE SEA LEVEL
 TU2732'AND 7.1 FEET LOWER THAN STATION MARK.
 TU2732'
 TU2732'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIELE 2
 TU2732'1928, CEMENTED IN A DRILL HOLE IN A FLAT BEDROCK OUTCROP
 TU2732'PROJECTING 6 INCHES.  IT IS 116 FEET EAST OF THE STONE WALL,
 TU2732'ABOUT 100 YARDS WEST OF THE OLD ROAD, AT THE WEST EDGE OF A
 TU2732'3-FOOT CAIRN, AND 12.8 FEET HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3431 ***********************************************************************
 TU3431  DESIGNATION -  WAIELI
 TU3431  PID         -  TU3431
 TU3431  STATE/COUNTY-  HI/MAUI
 TU3431  USGS QUAD   -  ILIO POINT (1993)
 TU3431
 TU3431                         *CURRENT SURVEY CONTROL
 TU3431  ___________________________________________________________________
 TU3431* NAD 83(1993)-  21 06 04.33189(N)    157 14 10.28764(W)     ADJUSTED  
 TU3431* LOCAL TIDAL -       171.     (meters)     561.     (feet)  SCALED    
 TU3431  ___________________________________________________________________
 TU3431  EPOCH DATE  -        1993.62
 TU3431  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 TU3431  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU3431
 TU3431  HORZ ORDER  -  THIRD
 TU3431
 TU3431.The horizontal coordinates were established by classical geodetic methods
 TU3431.and adjusted by the National Geodetic Survey in December 1998..
 TU3431.The horizontal coordinates are valid at the epoch date displayed above.
 TU3431.The epoch date for horizontal control is a decimal equivalence
 TU3431.of Year/Month/Day.
 TU3431
 TU3431.The orthometric height was scaled from a topographic map.
 TU3431
 TU3431.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3431
 TU3431.The geoid height was determined by GEOID03.
 TU3431
 TU3431;                    North         East     Units Scale Factor Converg.
 TU3431;SPC HI 2     -    85,116.530   440,827.577   MT  1.00000992   -0 12 18.2
 TU3431;UTM  04      - 2,334,363.609   683,208.309   MT  1.00001480   +0 38 06.6
 TU3431
 TU3431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3431!SPC HI 2     -   0.99997064  x   1.00000992  =   0.99998056
 TU3431!UTM  04      -   0.99997064  x   1.00001480  =   0.99998544
 TU3431
 TU3431:                Primary Azimuth Mark                     Grid Az
 TU3431:SPC HI 2     -  POHAKULOA 1885                           006 40 53.6
 TU3431:UTM  04      -  POHAKULOA 1885                           005 50 28.8
 TU3431
 TU3431|---------------------------------------------------------------------|
 TU3431| PID    Reference Object                     Distance      Geod. Az  |
 TU3431|                                                           dddmmss.s |
 TU3431| TU3449 POHAKULOA 1885                      APPROX. 2.5 KM 0062835.4 |
 TU3431| CN6207 WAIELI RM 1                           1.272 METERS 04528     |
 TU3431| TU3428 WHARF                               APPROX. 4.6 KM 1065307.3 |
 TU3431| CN6208 WAIELI RM 2                           3.282 METERS 18055     |
 TU3431| CN6209 WAIELI RM 3                           2.041 METERS 30452     |
 TU3431| TU3432 WAIELI 2                             97.459 METERS 34425     |
 TU3431|---------------------------------------------------------------------|
 TU3431
 TU3431                          SUPERSEDED SURVEY CONTROL
 TU3431
 TU3431  NAD 83(1986)-  21 06 04.28904(N)    157 14 10.24353(W) AD(       ) 3
 TU3431  OLD HI      -  21 06 15.69200(N)    157 14 20.44000(W) AD(       ) 3
 TU3431
 TU3431.Superseded values are not recommended for survey control.
 TU3431.NGS no longer adjusts projects to the OLD HI datum.
 TU3431.See file dsdata.txt to determine how the superseded data were derived.
 TU3431
 TU3431_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8320834364(NAD 83)
 TU3431
 TU3431  HISTORY     - Date     Condition        Report By
 TU3431  HISTORY     - 1885     MONUMENTED       CGS
 TU3431  HISTORY     - 1925     SEE DESCRIPTION  CGS
 TU3431  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3431  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU3431  HISTORY     - 1945     SEE DESCRIPTION  CGS
 TU3431  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3431
 TU3431                          STATION DESCRIPTION
 TU3431
 TU3431'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3431'NEAR SOUTHERN COAST OF WESTERN MOLOKAI, ON PROMINENT HILL OF
 TU3431'SAME NAME, 5 MILES EAST OF LAAU POINT AND 1 MILE BACK FROM
 TU3431'SHORE.  IN 1915 NO CENTER MARKS WERE FOUND, AND THE POINT WAS
 TU3431'REPRODUCED FROM REFERENCE MARKS WHICH WERE CROSSES CUT IN
 TU3431'IMMOVABLE ROCK OUTCROPPINGS.  THE NEW MARK IS A CONCRETE MONUMENT
 TU3431'WITH BRONZE DISK IN TOP, NOTE 6 1/2.  THE DISTANCES TO THE
 TU3431'REFERENCE MARKS ARE--NO. 1, 6.7 FEET.  NO. 2, 4.2 FEET.  NO. 3,
 TU3431'10.76 FEET.  THE DISTANCES BETWEEN THE MARKS ARE--NOS. 1 TO 2,
 TU3431'8.57 FEET--NOS. 2 TO 3, 14.08 FEET.  AND NOS. 3 TO 1, 15.57
 TU3431'FEET.
 TU3431
 TU3431                          STATION RECOVERY (1931)
 TU3431
 TU3431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3431'STATION IS ON W MOLOKAI.  IT WAS NOT VISITED.  THE HIGHEST POINT
 TU3431'OF MOUNTAIN WAS USED FOR HYDROGRAPHY.
 TU3431
 TU3431                          STATION RECOVERY (1932)
 TU3431
 TU3431'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1932
 TU3431'THE ORIGINAL STATION OF 1885 WAS REPLACED IN 1915 BY E.R. HAND
 TU3431'WITH A CONCRETE MONUMENT WITH A BRASS DISK IN THE TOP.  THE STATION
 TU3431'IS, AT PRESENT, MARKED WITH A TYPE B MONUMENT AND IS SITUATED ON A
 TU3431'PROMINENT HILL OF THE SAME NAME, 5 MI. E OF LAAU POINT, AND 1
 TU3431'MI. BACK FROM SHORE.  REFERENCE TIES WERE VERIFIED AND CHECKED
 TU3431'AND FOUND TO BE CORRECT.
 TU3431'
 TU3431'THERE IS A TRIANGULATION SHEET ON THIS STATION IN THE
 TU3431'H.T.S. FILES.
 TU3431
 TU3431                          STATION RECOVERY (1945)
 TU3431
 TU3431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (JMD)
 TU3431'THE STATION IS SOON TO BE DISTURBED BY QUARRYING OPERATIONS BY
 TU3431'LIBBY, MC NEIL AND LIBBY, WHO ARE BUILDING ROADS AT THE W END
 TU3431'OF THE ISLAND.
 TU3431'
 TU3431'A NEW STATION, WAIELI 2, WAS ESTABLISHED 319.76 FT. FROM THE
 TU3431'STATION IN AZIMUTH 164 DEG 25 MIN 30 SEC.
 TU3431
 TU3431                          STATION RECOVERY (1962)
 TU3431
 TU3431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3431'STATION IS DESTROYED.  STATION WAS NOT RECOVERED AS REPORTED
 TU3431'BY E.H.R. IN 1915 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3432 ***********************************************************************
 TU3432  DESIGNATION -  WAIELI 2
 TU3432  PID         -  TU3432
 TU3432  STATE/COUNTY-  HI/MAUI
 TU3432  USGS QUAD   -  ILIO POINT (1993)
 TU3432
 TU3432                         *CURRENT SURVEY CONTROL
 TU3432  ___________________________________________________________________
 TU3432* NAD 83(1993)-  21 06 07.38437(N)    157 14 11.19448(W)     ADJUSTED  
 TU3432* LOCAL TIDAL -       192.     (meters)     630.     (feet)  SCALED    
 TU3432  ___________________________________________________________________
 TU3432  EPOCH DATE  -        1993.62
 TU3432  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 TU3432  GEOID HEIGHT-          15.78  (meters)                     GEOID03
 TU3432
 TU3432  HORZ ORDER  -  THIRD
 TU3432
 TU3432.The horizontal coordinates were established by classical geodetic methods
 TU3432.and adjusted by the National Geodetic Survey in December 1998..
 TU3432.No horizontal observational check was made to the station.
 TU3432.The horizontal coordinates are valid at the epoch date displayed above.
 TU3432.The epoch date for horizontal control is a decimal equivalence
 TU3432.of Year/Month/Day.
 TU3432
 TU3432.The orthometric height was scaled from a topographic map.
 TU3432
 TU3432.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3432
 TU3432.The geoid height was determined by GEOID03.
 TU3432
 TU3432;                    North         East     Units Scale Factor Converg.
 TU3432;SPC HI 2     -    85,210.503   440,801.741   MT  1.00000996   -0 12 18.5
 TU3432;UTM  04      - 2,334,457.194   683,181.097   MT  1.00001468   +0 38 06.4
 TU3432
 TU3432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3432!SPC HI 2     -   0.99996734  x   1.00000996  =   0.99997730
 TU3432!UTM  04      -   0.99996734  x   1.00001468  =   0.99998202
 TU3432
 TU3432                          SUPERSEDED SURVEY CONTROL
 TU3432
 TU3432  NAD 83(1986)-  21 06 07.34153(N)    157 14 11.15036(W) AD(       ) 3
 TU3432  OLD HI      -  21 06 18.74500(N)    157 14 21.34700(W) AD(       ) 3
 TU3432
 TU3432.Superseded values are not recommended for survey control.
 TU3432.NGS no longer adjusts projects to the OLD HI datum.
 TU3432.See file dsdata.txt to determine how the superseded data were derived.
 TU3432
 TU3432_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8318134457(NAD 83)
 TU3432_MARKER: Z = SEE DESCRIPTION
 TU3432_SETTING: 0 = UNSPECIFIED SETTING
 TU3432
 TU3432  HISTORY     - Date     Condition        Report By
 TU3432  HISTORY     - 1945     MONUMENTED       CGS
 TU3432  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3432
 TU3432                          STATION DESCRIPTION
 TU3432
 TU3432'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (JMD)
 TU3432'THE STATION IS LOCATED NEAR THE SOUTHERN COAST OF THE WEST END OF
 TU3432'MOLOKAI ISLAND.  IT IS ABOUT 5 MILES EAST OF LAAU POINT AND 1
 TU3432'MILE BACK FROM THE SHORE.  THE MARK IS A TERRITORIAL SURVEY BRONZE
 TU3432'DISK SET IN THE TOP OF A FOUR INCH CAST IRON PIPE, TWO FEET LONG,
 TU3432'FILLED WITH CONCRETE, AND SET IN CONCRETE.
 TU3432'
 TU3432'THREE REFERENCE MARKS WERE SET AS FOLLOWS.
 TU3432'
 TU3432'REFERENCE MARK NO. 1 IS MARKED BY A CROSS ON A CEMENT BLOCK
 TU3432'15.75 FEET AWAY FROM THE STATION, IN AZIMUTH 206 DEGREES 28 MINUTES.
 TU3432'
 TU3432'REFERENCE MARK NO. 2 IS MARKED BY A CROSS ON CEMENT FILLED IN A
 TU3432'HOLE IN A LARGE ROCK 19.06 FEET AWAY FROM THE STATION, IN AZIMUTH
 TU3432'303 DEGREES 20 MINUTES.
 TU3432'
 TU3432'REFERENCE MARK NO. 3 IS MARKED BY A CROSS ON A BOULDER 14.88 FEET
 TU3432'AWAY FROM THE STATION, IN AZIMUTH 59 DEGREES 34 MINUTES.
 TU3432'
 TU3432'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2--26.14 FEET
 TU3432'
 TU3432'REFERENCE MARK NO. 2 TO REFERENCE MARK NO. 3--28.92 FEET
 TU3432'
 TU3432'REFERENCE MARK NO. 3 TO REFERENCE MARK NO. 1--29.02 FEET
 TU3432
 TU3432                          STATION RECOVERY (1962)
 TU3432
 TU3432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3432'STATION DESTROYED.  A NEW STATION WAS ESTABLISHED IN THE
 TU3432'APPROXIMATE LOCATION OF WAIELI 1915 BY A TERRITORY OF HAWAII
 TU3432'SURVEY PARTY IN 1945.  THIS STATION WAS DESTROYED ABOUT 2 MONTHS
 TU3432'AGO WHEN THE TOP OF THE HILL WAS GRADED.  THE AREA IS NOW BEING
 TU3432'EXCAVATED FOR GRAVEL.
 TU3432'
 TU3432'THIS STATION WAS REPLACED BY HALENA 1962 WHICH IS LOCATED ABOUT
 TU3432'0.7 MILE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3063 ***********************************************************************
 TU3063  DESIGNATION -  WAIHEE
 TU3063  PID         -  TU3063
 TU3063  STATE/COUNTY-  HI/MAUI
 TU3063  USGS QUAD   -  WAILUKU (1997)
 TU3063
 TU3063                         *CURRENT SURVEY CONTROL
 TU3063  ___________________________________________________________________
 TU3063* NAD 83(1993)-  20 56 49.27330(N)    156 33 04.81416(W)     ADJUSTED  
 TU3063* LOCAL TIDAL -       781.3    (meters)    2563.     (feet)  VERT ANG  
 TU3063  ___________________________________________________________________
 TU3063  EPOCH DATE  -        1993.62
 TU3063  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 TU3063  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU3063
 TU3063  HORZ ORDER  -  FIRST
 TU3063
 TU3063.The horizontal coordinates were established by classical geodetic methods
 TU3063.and adjusted by the National Geodetic Survey in December 1998..
 TU3063.The horizontal coordinates are valid at the epoch date displayed above.
 TU3063.The epoch date for horizontal control is a decimal equivalence
 TU3063.of Year/Month/Day.
 TU3063
 TU3063.The orthometric height was determined by vertical angle observations.
 TU3063
 TU3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3063
 TU3063.The geoid height was determined by GEOID03.
 TU3063
 TU3063;                    North         East     Units Scale Factor Converg.
 TU3063;SPC HI 2     -    67,944.810   511,994.676   MT  0.99996844   +0 02 28.4
 TU3063;UTM  04      - 2,318,230.326   754,634.402   MT  1.00040135   +0 52 33.2
 TU3063
 TU3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3063!SPC HI 2     -   0.99987471  x   0.99996844  =   0.99984315
 TU3063!UTM  04      -   0.99987471  x   1.00040135  =   1.00027600
 TU3063
 TU3063|---------------------------------------------------------------------|
 TU3063| PID    Reference Object                     Distance      Geod. Az  |
 TU3063|                                                           dddmmss.s |
 TU3063| CN6213 WAIHEE RM 1                           4.550 METERS 13734     |
 TU3063| CN6214 WAIHEE RM 2                           5.793 METERS 21130     |
 TU3063| TU3064 HONOLUA                             APPROX. 5.7 KM 2830648.8 |
 TU3063|---------------------------------------------------------------------|
 TU3063
 TU3063                          SUPERSEDED SURVEY CONTROL
 TU3063
 TU3063  NAD 83(1986)-  20 56 49.22901(N)    156 33 04.79691(W) AD(       ) 1
 TU3063  OLD HI      -  20 57 00.79400(N)    156 33 14.96400(W) AD(       ) 1
 TU3063
 TU3063.Superseded values are not recommended for survey control.
 TU3063.NGS no longer adjusts projects to the OLD HI datum.
 TU3063.See file dsdata.txt to determine how the superseded data were derived.
 TU3063
 TU3063_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5463418230(NAD 83)
 TU3063_MARKER: Z = SEE DESCRIPTION
 TU3063_SETTING: 0 = UNSPECIFIED SETTING
 TU3063
 TU3063  HISTORY     - Date     Condition        Report By
 TU3063  HISTORY     - 1912     MONUMENTED       CGS
 TU3063  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3063  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3063
 TU3063                          STATION DESCRIPTION
 TU3063
 TU3063'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (JCG)
 TU3063'IN NORTHWESTERN MAUI, ON KAANAPALI DISTRICT, ON THE SUMMIT OF
 TU3063'THE MOST PROMINENT HILL IN THE RIDGE ON THE NORTHWEST SIDE OF
 TU3063'WAIHEE VALLEY.  STATION MAY BE REACHED BY FOLLOWING ANY ONE OF
 TU3063'THE FIRST THREE RIDGES NORTHWEST OF THE WAIHEE STREAM.  PACK
 TU3063'ANIMALS CAN FOLLOW THE CATTLE TRAILS FOR NEARLY TWO-THIRDS OF
 TU3063'THE DISTANCE UP THE HILL, BUT THE FINAL CLIMB IS THROUGH AN
 TU3063'ALMOST IMPENETRABLE GROWTH OF FERNS, VINES, AND TROPICAL
 TU3063'GROWTH.  THE STATION IS ON THE NORTHERN SHOULDER OF THE
 TU3063'SUMMIT ABOUT 10 METERS BACK FROM THE ABRUPT DOWNWARD
 TU3063'SLOPE.  SUBSURFACE MARK IS A BOTTLE SET IN CONCRETE 2-1/2
 TU3063'FEET BELOW THE SURFACE OF GROUND.  SURFACE MARK IS A 5-INCH
 TU3063'DRAINTILE PIPE SET FLANGE DOWN IN A BLOCK OF CONCRETE AND
 TU3063'PROJECTING 5 INCHES ABOVE SURFACE.  THE PIPE IS FILLED WITH
 TU3063'CEMENT, AND CENTERED WITH A STANDARD BRONZE STATION MARK.
 TU3063
 TU3063                          STATION RECOVERY (1950)
 TU3063
 TU3063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3063'THE STATION WAS RECOVERED, AS DESCRIBED, IN GOOD CONDITION.  PACK
 TU3063'ANIMALS CAN NO LONGER BE USED ON THE LOWER SLOPE OF THE STATION
 TU3063'HILL BECAUSE OF THE HEAVY GROWTH OF JUNGLE VEGETATION WHICH
 TU3063'HAS GROWN UP SINCE 1912.  THE BUILDING PARTY SPENT 4 DAYS
 TU3063'CLEARING A TRAIL TO THIS STATION AND 1 MORE DAY IN RECOVERING
 TU3063'THE OLD STATION DISK.  TWO REFERENCE MARKS WERE ESTABLISHED.  A
 TU3063'NEW DESCRIPTION FOLLOWS--
 TU3063'
 TU3063'THE STATION IS LOCATED NEAR THE SUMMIT OF A BRUSH AND FERN
 TU3063'COVERED HILL, NAMED LANILILI, WHICH LIES ABOUT 5 MILES NORTHWEST
 TU3063'OF WAILUKU, ABOUT 3.5 MILES SOUTH OF KAHAKULOA, ABOUT 2.5
 TU3063'MILES NORTHEAST OF EKE CRATER, ABOUT 1.5 MILES WEST OF (MAGNETIC
 TU3063'BEARING 240 ) A BOY SCOUT CAMP AND ON THE CREST OF THE LONG RIDGE
 TU3063'WHICH LIES JUST NORTH OF THE WAIHEE RIVER.  GROUND OF SLIGHTLY
 TU3063'HIGHER ELEVATION LIES ABOUT 100 FEET SOUTH OF THE STATION.  THE
 TU3063'STATION IS ABOUT 30 FEET EAST OF A CLIFF AND A LONE TREE.  A
 TU3063'TANGLE OF ROTTED FERNS, ABOUT 3 FEET DEEP, COVERS THE HILL
 TU3063'AND MAKES FUTURE RECOVERY DIFFICULT.
 TU3063'
 TU3063'TO REACH FROM THE POST OFFICE AT WAILUKU.  GO EASTERLY, TOWARD
 TU3063'KAHULUI FOR ONE BLOCK.  TURN LEFT, ONTO MARKET STREET, AND GO
 TU3063'NORTHWEST AND NORTH FOR 3.6 MILES.  PASS THROUGH THE VILLAGE OF
 TU3063'WAIHEE AND CONTINUE NORTHWESTERLY, TOWARD KAHAKULOA, FOR 3.2
 TU3063'MILES.  TURN LEFT, PASS THROUGH A BOARD GATE AT A SIGN READING
 TU3063'BOY SCOUT CAMP, AND GO SOUTH AND WEST FOR 1.1 MILES TO THE
 TU3063'BOY SCOUT CAMP AND THE END OF TRUCK TRAVEL.
 TU3063'
 TU3063'FROM THIS POINT PACK SOUTHWEST FOR ABOUT 200 FEET AND GO THROUGH A
 TU3063'BOARD GATE.  FOLLOW A DIM TRAIL SOUTHWEST, KEEPING TO THE LEFT HAND
 TU3063'SIDE OF A SMALL DRAW, FOR ABOUT 0.3 MILE TO THE CREST OF THE RIDGE
 TU3063'WHICH OVERLOOKS THE WAIHEE RIVER CANYON.  BEAR RIGHT AND FOLLOW
 TU3063'THE CREST OF THE RIDGE, WESTERLY, FOR ABOUT 1.0 MILE TO A SMALL
 TU3063'SWAMPY MEADOW.  BEAR RIGHT, CROSS OVER A SMALL STREAM, AND PACK
 TU3063'NORTHWEST FOR ABOUT 0.3 MILE TO THE FLAT SUMMIT OF A LOWER SPUR
 TU3063'RIDGE.  GO TO THE LEFT AND FOLLOW THE CREST OF THE SPUR RIDGE,
 TU3063'SOUTHWESTERLY, FOR ABOUT 0.3 MILE TO THE SUMMIT OF THE HILL AND
 TU3063'THE STATION.
 TU3063'
 TU3063'THE STATION IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 TU3063'5 INCH TILE PIPE WHICH IS ABOUT FLUSH WITH THE SURFACE OF THE
 TU3063'GROUND.
 TU3063'
 TU3063'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WAIHEE NO
 TU3063'1 1949, SET IN THE TOP OF A 3 INCH CONCRETE PIPE WHICH PROJECTS
 TU3063'ABOUT 2 FEET.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE
 TU3063'STATION.
 TU3063'
 TU3063'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WAIHEE NO
 TU3063'2 1949, SET IN THE TOP OF A 3 INCH CAST IRON SOIL PIPE WHICH
 TU3063'PROJECTS ABOUT 4 INCHES.  IT IS LOCATED AT ABOUT THE SAME
 TU3063'ELEVATION AS THE STATION.
 TU3063
 TU3063                          STATION RECOVERY (1969)
 TU3063
 TU3063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3063'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3063'COMPLETE DESCRIPTION FOLLOWS--
 TU3063'
 TU3063'STATION IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF WAIHEE AND 1
 TU3063'MILE SOUTHWEST OF MALUHIA CAMP, ON A BRUSHY HILL OF ABOUT 2563
 TU3063'FEET ELEVATION, NAMED LANILILI.
 TU3063'
 TU3063'TO REACH STATION FROM THE JUNCTION OF MAIN AND MARKET STREETS
 TU3063'IN WAILUKU, GO NORTH ON MARKET STREET, CONTINUING ON STATE
 TU3063'HIGHWAY 33, FOR 3.6 MILES TO WAIHEE VILLAGE.  CONTINUE ON THE
 TU3063'HIGHWAY FOR 3.1 MILES TO SIGN ON LEFT CAMP MALUHIA.  FOLLOW
 TU3063'MACADAM DRIVE LEFT FOR 0.75 MILE TO LOCKED CHAIN GATE.  PASS
 TU3063'THROUGH GATE AND CONTINUE FOR 0.2 MILE TO SECOND GATE.  PASS
 TU3063'THROUGH GATE AND KEEP AHEAD PAST HOUSES, FOR 50 YARDS, TO
 TU3063'FORK.  TAKE LEFT FORK AND GO 0.05 MILE TO BOARD GATE TO RIGHT
 TU3063'OF 2 WATER TANKS.  PASS THROUGH GATE AND GO UP STEEP GRADE (WITH
 TU3063'4-WHEEL-DRIVE) FOR 0.15 MILE TO END OF TRUCK TRAVEL AT A
 TU3063'RIGHT CURVE IN GUAVA TREES.  PACK SOUTH UP TRAIL ABOUT 1/4-MILE TO
 TU3063'PALI, THEN GO RIGHT, FOLLOWING ALONG RIDGE LINE ABOUT 1
 TU3063'MILE TO SMALL MEADOW, GO RIGHT.  ACROSS MEADOW, AND UP OTHER
 TU3063'SIDE, ABOUT 1/4-MILE, TO TOP AND STATION.  NOTE--KEY FOR LOCKED
 TU3063'GATES WAS OBTAINED AT CAMP CARETAKERS HOUSE.  A 3-HR. PACK
 TU3063'IF TRAIL IS OPEN.  IT SOON BECOMES OVERGROWN WITH ULUHI
 TU3063'FERN.
 TU3063'
 TU3063'STATION MARK IS A STANDARD DISK, UNSTAMPED, SET IN THE TOP OF A
 TU3063'CONCRETE-FILLED, 7-INCH-DIAMETER, SEWER PIPE THAT PROJECTS
 TU3063'2 INCHES FROM GROUND.  IT IS NEAR THE NORTHEAST END OF THE LONG,
 TU3063'NARROW, TOP OF THE HILL, 20 FEET SOUTHEAST OF THE CLIFF AND 30
 TU3063'FEET SOUTHEAST OF A SMALL, LONE TREE THAT SETS ON STEEP SIDE
 TU3063'OF THE HILL.
 TU3063'
 TU3063'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIHEE NO
 TU3063'1 1949 SET IN THE TOP OF A 3-INCH-DIAMETER, CONCRETE-FILLED
 TU3063'PIPE THAT PROJECTS 2 FEET FROM GROUND.  IT IS AT ABOUT SAME
 TU3063'ELEVATION AS STATION MARK.
 TU3063'
 TU3063'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIHEE NO
 TU3063'2 1949 SET IN THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 4 INCHES
 TU3063'FROM GROUND AND IS ABOUT 4 INCHES HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3055 ***********************************************************************
 TU3055  DESIGNATION -  WAIHEE CHURCH YELLOW SPIRE
 TU3055  PID         -  TU3055
 TU3055  STATE/COUNTY-  HI/MAUI
 TU3055  USGS QUAD   -  WAILUKU (1997)
 TU3055
 TU3055                         *CURRENT SURVEY CONTROL
 TU3055  ___________________________________________________________________
 TU3055* NAD 83(1993)-  20 56 00.76554(N)    156 30 48.78354(W)     ADJUSTED  
 TU3055* LOCAL TIDAL -                                                        
 TU3055  ___________________________________________________________________
 TU3055  EPOCH DATE  -        1993.62
 TU3055  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 TU3055  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU3055
 TU3055  HORZ ORDER  -  THIRD
 TU3055
 TU3055.The horizontal coordinates were established by classical geodetic methods
 TU3055.and adjusted by the National Geodetic Survey in December 1998..
 TU3055.The horizontal coordinates are valid at the epoch date displayed above.
 TU3055.The epoch date for horizontal control is a decimal equivalence
 TU3055.of Year/Month/Day.
 TU3055
 TU3055
 TU3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3055
 TU3055.The geoid height was determined by GEOID03.
 TU3055
 TU3055;                    North         East     Units Scale Factor Converg.
 TU3055;SPC HI 2     -    66,456.314   515,926.018   MT  0.99996980   +0 03 16.9
 TU3055;UTM  04      - 2,316,798.603   758,588.761   MT  1.00042644   +0 53 19.9
 TU3055
 TU3055                          SUPERSEDED SURVEY CONTROL
 TU3055
 TU3055  NAD 83(1986)-  20 56 00.72485(N)    156 30 48.76764(W) AD(       ) 4
 TU3055  OLD HI      -  20 56 12.25000(N)    156 30 58.99400(W) AD(       ) 3
 TU3055
 TU3055.Superseded values are not recommended for survey control.
 TU3055.NGS no longer adjusts projects to the OLD HI datum.
 TU3055.See file dsdata.txt to determine how the superseded data were derived.
 TU3055
 TU3055_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5858916799(NAD 83)
 TU3055
 TU3055  HISTORY     - Date     Condition        Report By
 TU3055  HISTORY     - UNK      MONUMENTED
 TU3055  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3055
 TU3055                          STATION DESCRIPTION
 TU3055
 TU3055'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3055'THE SPIRE OF THE HAWAIIAN CHURCH IN THE VILLAGE OF WAIHEE, ABOUT
 TU3055'4 MILES NW OF KAHULUI.  THE CHURCH IS OF MASONRY CONSTRUCTION,
 TU3055'MORE THAN 40 OR 50 YEARS OLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3054 ***********************************************************************
 TU3054  DESIGNATION -  WAIHEE MILL STACK
 TU3054  PID         -  TU3054
 TU3054  STATE/COUNTY-  HI/MAUI
 TU3054  USGS QUAD   -  WAILUKU (1997)
 TU3054
 TU3054                         *CURRENT SURVEY CONTROL
 TU3054  ___________________________________________________________________
 TU3054* NAD 83(1993)-  20 55 50.75105(N)    156 30 36.84285(W)     ADJUSTED  
 TU3054* LOCAL TIDAL -                                                        
 TU3054  ___________________________________________________________________
 TU3054  EPOCH DATE  -        1993.62
 TU3054  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 TU3054  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU3054
 TU3054  HORZ ORDER  -  THIRD
 TU3054
 TU3054.The horizontal coordinates were established by classical geodetic methods
 TU3054.and adjusted by the National Geodetic Survey in December 1998..
 TU3054.The horizontal coordinates are valid at the epoch date displayed above.
 TU3054.The epoch date for horizontal control is a decimal equivalence
 TU3054.of Year/Month/Day.
 TU3054
 TU3054
 TU3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3054
 TU3054.The geoid height was determined by GEOID03.
 TU3054
 TU3054;                    North         East     Units Scale Factor Converg.
 TU3054;SPC HI 2     -    66,148.666   516,271.315   MT  0.99996994   +0 03 21.2
 TU3054;UTM  04      - 2,316,495.875   758,938.660   MT  1.00042868   +0 53 23.8
 TU3054
 TU3054                          SUPERSEDED SURVEY CONTROL
 TU3054
 TU3054  NAD 83(1986)-  20 55 50.70843(N)    156 30 36.82406(W) AD(       ) 4
 TU3054  OLD HI      -  20 56 02.19400(N)    156 30 46.99000(W) AD(       ) 3
 TU3054
 TU3054.Superseded values are not recommended for survey control.
 TU3054.NGS no longer adjusts projects to the OLD HI datum.
 TU3054.See file dsdata.txt to determine how the superseded data were derived.
 TU3054
 TU3054_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5893916496(NAD 83)
 TU3054
 TU3054  HISTORY     - Date     Condition        Report By
 TU3054  HISTORY     - UNK      MONUMENTED
 TU3054  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3054
 TU3054                          STATION DESCRIPTION
 TU3054
 TU3054'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3054'THE MASONRY STACK STILL EXISTS IN THE VILLAGE OF WAIHEE, ABOUT
 TU3054'4 MILES NORTHWEST OF KAHULUI HARBOR, BUT THE MILL HAS BEEN
 TU3054'ABANDONED AND ONLY PARTS OF THE WALLS REMAIN.  THIS IS THE PROPERTY
 TU3054'OF THE WAILUKU SUGAR COMPANY.
 TU3054'
 TU3054'THIS APPARENTLY THE SAME AS WAIHEE CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2128 ***********************************************************************
 TU2128  DESIGNATION -  WAIKAHEKAHE
 TU2128  PID         -  TU2128
 TU2128  STATE/COUNTY-  HI/HAWAII
 TU2128  USGS QUAD   -  PAHOA NORTH (1997)
 TU2128
 TU2128                         *CURRENT SURVEY CONTROL
 TU2128  ___________________________________________________________________
 TU2128* NAD 83(1993)-  19 32 40.66252(N)    154 58 28.16575(W)     ADJUSTED  
 TU2128* LOCAL TIDAL -       149.8    (meters)     491.     (feet)  VERT ANG  
 TU2128  ___________________________________________________________________
 TU2128  EPOCH DATE  -        1993.62
 TU2128  LAPLACE CORR-         -17.15  (seconds)                    DEFLEC99
 TU2128  GEOID HEIGHT-          16.40  (meters)                     GEOID03
 TU2128
 TU2128  HORZ ORDER  -  FIRST
 TU2128
 TU2128.The horizontal coordinates were established by classical geodetic methods
 TU2128.and adjusted by the National Geodetic Survey in December 1998..
 TU2128.The horizontal coordinates are valid at the epoch date displayed above.
 TU2128.The epoch date for horizontal control is a decimal equivalence
 TU2128.of Year/Month/Day.
 TU2128
 TU2128.The orthometric height was determined by vertical angle observations.
 TU2128
 TU2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2128
 TU2128.The geoid height was determined by GEOID03.
 TU2128
 TU2128;                    North         East     Units Scale Factor Converg.
 TU2128;SPC HI 1     -    78,818.338   555,148.213   MT  1.00000424   +0 10 32.9
 TU2128;UTM  05      - 2,162,285.665   292,838.498   MT  1.00013049   -0 39 38.8
 TU2128
 TU2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2128!SPC HI 1     -   0.99997387  x   1.00000424  =   0.99997811
 TU2128!UTM  05      -   0.99997387  x   1.00013049  =   1.00010436
 TU2128
 TU2128|---------------------------------------------------------------------|
 TU2128| PID    Reference Object                     Distance      Geod. Az  |
 TU2128|                                                           dddmmss.s |
 TU2128| CN6216 WAIKAHEKAHE RM 2                      2.358 METERS 05458     |
 TU2128| CN6215 WAIKAHEKAHE RM 1                      4.856 METERS 14131     |
 TU2128|---------------------------------------------------------------------|
 TU2128
 TU2128                          SUPERSEDED SURVEY CONTROL
 TU2128
 TU2128  NAD 83(1986)-  19 32 40.62619(N)    154 58 28.19224(W) AD(       ) 1
 TU2128  OLD HI      -  19 32 51.52393(N)    154 58 38.17164(W) AD(       ) 1
 TU2128
 TU2128.Superseded values are not recommended for survey control.
 TU2128.NGS no longer adjusts projects to the OLD HI datum.
 TU2128.See file dsdata.txt to determine how the superseded data were derived.
 TU2128
 TU2128_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9283862286(NAD 83)
 TU2128_MARKER: Z = SEE DESCRIPTION
 TU2128_SETTING: 0 = UNSPECIFIED SETTING
 TU2128
 TU2128  HISTORY     - Date     Condition        Report By
 TU2128  HISTORY     - 1978     MONUMENTED       USGS
 TU2128
 TU2128                          STATION DESCRIPTION
 TU2128
 TU2128'DESCRIBED BY US GEOLOGICAL SURVEY 1978 (LAC)
 TU2128'THE STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF HILO, 7
 TU2128'MILES SOUTHEAST OF KEAAU AND 3-1/2 MILES NORTHWEST OF PAHOA, ON
 TU2128'PRIVATE PROPERTY.
 TU2128'
 TU2128'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 11 AND
 TU2128'13, GO SOUTH ON HIGHWAY 13 FOR 6.7 MILES TO ROAD INTERSECTION
 TU2128'LEFT.  TURN LEFT AND GO EAST ON MAKUU DRIVE .1 MILE TO ROAD
 TU2128'RIGHT.  TURN RIGHT AND GO 0.3 MILE SOUTHEAST ON GRAVEL ROAD TO
 TU2128'HOUSE AND STATION SITE ON THE RIGHT.
 TU2128'
 TU2128'THE STATION MARK IS A USGS TABLET, STAMPED WAIKAHEKAHE 1957,
 TU2128'CEMENTED IN A CONCRETE TRIANGULAR BLOCK PROJECTING ABOUT 0.5
 TU2128'FOOT, 97 FEET SOUTHWEST OF THE STREET CENTERLINE, 41 FEET
 TU2128'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AND 14 FEET
 TU2128'NORTHWEST OF THE PROPERTY LINE.
 TU2128'
 TU2128'REFERENCE MARK 1, STAMPED NO 1 1957, IS A USGS TABLET CEMENTED
 TU2128'IN A DRILL HOLE IN LAVA ROCK, 57 FEET SOUTHEAST OF THE SOUTHEAST
 TU2128'CORNER OF THE HOUSE AND 2 FEET EAST OF THE PROPERTY LINE.
 TU2128'
 TU2128'REFERENCE MARK 2, STAMPED NO 2 1957, IS A USGS TABLET CEMENTED
 TU2128'IN LAVA ROCK, 45 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE
 TU2128'AND 12 FEET NORTHWEST OF PROPERTY LINE.
 TU2128'
 TU2128'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU2128'
 TU2128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2128'3-1/2 MILES NW OF PAHOA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2508 ***********************************************************************
 TU2508  DESIGNATION -  WAIKAKUU 2
 TU2508  PID         -  TU2508
 TU2508  STATE/COUNTY-  HI/HAWAII
 TU2508  USGS QUAD   -  KAULUOA POINT (1996)
 TU2508
 TU2508                         *CURRENT SURVEY CONTROL
 TU2508  ___________________________________________________________________
 TU2508* NAD 83(1993)-  19 18 31.20665(N)    155 52 26.91162(W)     ADJUSTED  
 TU2508* LOCAL TIDAL -       362.2    (meters)    1188.     (feet)  VERT ANG  
 TU2508  ___________________________________________________________________
 TU2508  EPOCH DATE  -        1993.62
 TU2508  LAPLACE CORR-          26.30  (seconds)                    DEFLEC99
 TU2508  GEOID HEIGHT-          19.91  (meters)                     GEOID03
 TU2508
 TU2508  HORZ ORDER  -  SECOND
 TU2508
 TU2508.The horizontal coordinates were established by classical geodetic methods
 TU2508.and adjusted by the National Geodetic Survey in December 1998..
 TU2508.The horizontal coordinates are valid at the epoch date displayed above.
 TU2508.The epoch date for horizontal control is a decimal equivalence
 TU2508.of Year/Month/Day.
 TU2508
 TU2508.The orthometric height was determined by vertical angle observations.
 TU2508
 TU2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2508
 TU2508.The geoid height was determined by GEOID03.
 TU2508
 TU2508;                    North         East     Units Scale Factor Converg.
 TU2508;SPC HI 1     -    52,656.938   460,680.123   MT  0.99998577   -0 07 25.4
 TU2508;UTM  05      - 2,137,487.945   197,959.348   MT  1.00072785   -0 57 03.9
 TU2508
 TU2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2508!SPC HI 1     -   0.99993994  x   0.99998577  =   0.99992571
 TU2508!UTM  05      -   0.99993994  x   1.00072785  =   1.00066774
 TU2508
 TU2508|---------------------------------------------------------------------|
 TU2508| PID    Reference Object                     Distance      Geod. Az  |
 TU2508|                                                           dddmmss.s |
 TU2508| CN6218 WAIKAKUU 2 RM 2                       5.451 METERS 26122     |
 TU2508| TU2502 WAIKAKUU 4 RESET                     95.258 METERS 26336     |
 TU2508| TU2526 HOOKENA ABANDONED CHURCH SPIRE      APPROX. 8.6 KM 3411419.5 |
 TU2508| CN6217 WAIKAKUU 2 RM 1                       2.995 METERS 34641     |
 TU2508|---------------------------------------------------------------------|
 TU2508
 TU2508                          SUPERSEDED SURVEY CONTROL
 TU2508
 TU2508  NAD 83(1986)-  19 18 31.20720(N)    155 52 26.94816(W) AD(       ) 2
 TU2508  OLD HI      -  19 18 42.05000(N)    155 52 36.98900(W) AD(       ) 2
 TU2508
 TU2508.Superseded values are not recommended for survey control.
 TU2508.NGS no longer adjusts projects to the OLD HI datum.
 TU2508.See file dsdata.txt to determine how the superseded data were derived.
 TU2508
 TU2508_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9795937488(NAD 83)
 TU2508_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2508_SETTING: 80 = SET IN A BOULDER
 TU2508_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2508
 TU2508  HISTORY     - Date     Condition        Report By
 TU2508  HISTORY     - 1948     MONUMENTED       CGS
 TU2508  HISTORY     - 1951     SEE DESCRIPTION  CGS
 TU2508  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2508  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2508  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2508
 TU2508                          STATION DESCRIPTION
 TU2508
 TU2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2508'THE STATION IS LOCATED ON AN OPEN HILL SIDE ABOUT 5 MILES SOUTH
 TU2508'SOUTHEAST OF HOOKENA, ABOUT 1 MILE EAST OF THE OCEAN, ABOUT 250
 TU2508'FEET NORTH OF A HOUSE, ABOUT 200 FEET EAST OF THE HIGHWAY WHICH
 TU2508'RUNS BETWEEN CAPTAIN COOK AND WAIOHINU AND ABOUT 150 FEET
 TU2508'SOUTHEAST OF AN ABANDONED SHACK.
 TU2508'
 TU2508'TO REACH FROM THE POST OFFICE AT HONAUNAU.  GO SOUTH ON THE
 TU2508'ROAD WHICH LEADS TOWARD WAIOHINU FOR 1.9 MILES TO THE ROAD
 TU2508'FORKS.  CONTINUE STRAIGHT AHEAD, SOUTH, TOWARD WAIOHINU, FOR 1.9
 TU2508'MILES TO THE HOOKENA SCHOOL ON THE RIGHT HAND SIDE OF THE
 TU2508'ROAD.  CONTINUE SOUTH 1.6 MILES TO THE HOOKENA POST OFFICE ON THE
 TU2508'LEFT HAND SIDE OF THE ROAD.  CONTINUE STRAIGHT AHEAD, SOUTH, FOR
 TU2508'2.0 MILES TO A SMALL CHURCH ON THE LEFT HAND SIDE OF THE
 TU2508'ROAD.  CONTINUE SOUTH FOR 0.35 MILE.  TURN LEFT, PASS THROUGH
 TU2508'THE MOST NORTHERLY OF TWO GATES AND GO EASTERLY, ACROSS
 TU2508'COUNTRY, FOR 0.05 MILE TO THE STATION.
 TU2508'
 TU2508'THE STATION IS A STANDARD DISK, STAMPED WAIKAKUU 2 1948, SET
 TU2508'INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES.
 TU2508'
 TU2508'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WAIKAKUU
 TU2508'2 NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS
 TU2508'ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 TU2508'
 TU2508'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WAIKAKUU
 TU2508'2 NO 2 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 TU2508'WITH THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 TU2508
 TU2508                          STATION RECOVERY (1951)
 TU2508
 TU2508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CLM)
 TU2508'WAIKAKUU 2 MARKER SET IN CONCRETE WAS FOUND IN A SLIGHT DEPRESSION,
 TU2508'THE MARKER BEING A FEW INCHES LOWER THAN THE SURROUNDING
 TU2508'GROUND.  THERE IS NO LIKLIHOOD OF SAME HAVING BEEN DISTURBED.
 TU2508'
 TU2508'R.M. NO. 1 - THE ROCK ON WHICH THE MARK IS SET APPEARS TO BE
 TU2508'SOLID.  BEING ABOUT 6 INCHES HIGHER THAN THE GROUND, IT IS
 TU2508'POSSIBLE THAT SAME MAY HAVE BEEN RUN INTO BY TRUCK WHEELS AND
 TU2508'MOVED WESTWARD.
 TU2508'
 TU2508'R.M. NO. 2 - MARKER WAS FOUND TO BE SET IN SOLID ROCK FLUSH WITH
 TU2508'THE SURROUNDING GROUND.  NO LIKLIHOOD OF SAME HAVING BEEN
 TU2508'DISTURBED.
 TU2508
 TU2508                          STATION RECOVERY (1961)
 TU2508
 TU2508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2508'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 TU2508'
 TU2508'THE STATION CAN NOT BE OCCUPIED BECAUSE THE HOME OF MR. LOTGRACE
 TU2508'IS BUILT OVER THE STATION SITE LEAVING ABOUT ONLY 18 INCHES
 TU2508'CLEARENCE.
 TU2508'
 TU2508'A NEW TO REACH FOLLOWS--
 TU2508'
 TU2508'TO REACH FROM THE SOUTH EDGE OF THE MIDDLE OF THREE 1950 LAVA
 TU2508'FLOWS ON STATE HIGHWAY 11, GO SOUTH ON THE STATE HIGHWAY FOR 0.6
 TU2508'MILE TO AN OLD CHURCH ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR
 TU2508'0.3 MILE TO A CURVE TO THE LEFT AND STATION WAIKAKUU 4 ON THE
 TU2508'RIGHT, CONTINUE ON THE HIGHWAY FOR ABOUT 50 FEET TO A DRIVEWAY
 TU2508'ON THE LEFT.  TURN LEFT, GO UP THE DRIVEWAY FOR ABOUT 200 FEET
 TU2508'TO THE HOME OF MR. LOTGRACE AND THE STATION UNDER THE SOUTHEAST
 TU2508'PART OF THE HOUSE.
 TU2508
 TU2508                          STATION RECOVERY (1968)
 TU2508
 TU2508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2508'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 TU2508'HOWEVER A HOUSE, AT PRESENT ABANDONED, HAS BEEN BUILT OVER THE
 TU2508'STATION, COVERING ALL 3 MARKS.  THE FLOOR IS ABOUT 3 FEET ABOVE
 TU2508'THEM AND IT WAS POSSIBLE TO CHECK THE DISTANCE TO THE RMS, WHICH
 TU2508'WERE FOUND TO BE CORRECT.
 TU2508'
 TU2508'STATION IS LOCATED ABOUT 9 MILES SOUTH OF THE POST OFFICE AT
 TU2508'HONAUNAU AND 1 MILE SOUTH OF THE MIDDLE 1 OF THE 3 LAVA FLOWS OF
 TU2508'1950, UP ON THE BRUSHY HILLSIDE, 300 FEET EAST OF STATE HIGHWAY
 TU2508'11, OPPOSITE POWER POLE 99, AND UNDER A HOUSE.
 TU2508'
 TU2508'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2508'STATE HIGHWAY 11 FOR 8.6 MILES TO THE MIDDLE LAVA FLOW, 1/2-MILE
 TU2508'PAST ALAE SCHOOL.  CONTINUE ON THE HIGHWAY FOR 1.0 MILE TO SIDE
 TU2508'ROAD LEFT, ACROSS FROM POWER POLE 99, GO LEFT UP DRIVEWAY FOR
 TU2508'75 YARDS TO HOUSE AND STATION.
 TU2508'
 TU2508'STATION MARK IS A STANDARD DISK STAMPED WAIKAKUU 2 1948,
 TU2508'CEMENTED IN A DRILL HOLE IN BEDROCK, UNDER SOUTHEAST CORNER OF
 TU2508'HOUSE.
 TU2508'
 TU2508'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIKAKUU
 TU2508'2 NO 2 1948 (MIS-STAMPED 2 INSTEAD OF 1), CEMENTED IN A DRILL
 TU2508'HOLE IN BEDROCK UNDER NORTHEAST ANGLE OF HOUSE.  IT PROJECTS 3
 TU2508'INCHES ABOVE GROUND AND IS AT ABOUT SAME ELEVATION AS STATION
 TU2508'MARK.
 TU2508'
 TU2508'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIKAKUU 2
 TU2508'NO 2 1948, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND
 TU2508'AND ABOUT 2 FEET LOWER THAN STATION MARK.  IT IS 2 FEET NORTHEAST
 TU2508'OF THE SECOND FOUNDATION POST EAST FROM SOUTHWEST CORNER OF HOUSE.
 TU2508
 TU2508                          STATION RECOVERY (1972)
 TU2508
 TU2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2508'STATION MARK RECOVERED AS DESCRIBED BY REA IN 1961.  NO SEARCH WAS
 TU2508'MADE FOR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2509 ***********************************************************************
 TU2509  DESIGNATION -  WAIKAKUU 3 1951
 TU2509  PID         -  TU2509
 TU2509  STATE/COUNTY-  HI/HAWAII
 TU2509  USGS QUAD   -  KAULUOA POINT (1996)
 TU2509
 TU2509                         *CURRENT SURVEY CONTROL
 TU2509  ___________________________________________________________________
 TU2509* NAD 83(1993)-  19 18 31.17855(N)    155 52 27.17438(W)     ADJUSTED  
 TU2509* LOCAL TIDAL -       345.     (meters)    1132.     (feet)  SCALED    
 TU2509  ___________________________________________________________________
 TU2509  EPOCH DATE  -        1993.62
 TU2509  LAPLACE CORR-          26.30  (seconds)                    DEFLEC99
 TU2509  GEOID HEIGHT-          19.91  (meters)                     GEOID03
 TU2509
 TU2509  HORZ ORDER  -  THIRD
 TU2509
 TU2509.The horizontal coordinates were established by classical geodetic methods
 TU2509.and adjusted by the National Geodetic Survey in December 1998..
 TU2509.No horizontal observational check was made to the station.
 TU2509.The horizontal coordinates are valid at the epoch date displayed above.
 TU2509.The epoch date for horizontal control is a decimal equivalence
 TU2509.of Year/Month/Day.
 TU2509
 TU2509.The orthometric height was scaled from a topographic map.
 TU2509
 TU2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2509
 TU2509.The geoid height was determined by GEOID03.
 TU2509
 TU2509;                    North         East     Units Scale Factor Converg.
 TU2509;SPC HI 1     -    52,656.090   460,672.450   MT  0.99998578   -0 07 25.5
 TU2509;UTM  05      - 2,137,487.208   197,951.658   MT  1.00072790   -0 57 04.0
 TU2509
 TU2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2509!SPC HI 1     -   0.99994264  x   0.99998578  =   0.99992842
 TU2509!UTM  05      -   0.99994264  x   1.00072790  =   1.00067050
 TU2509
 TU2509|---------------------------------------------------------------------|
 TU2509| PID    Reference Object                     Distance      Geod. Az  |
 TU2509|                                                           dddmmss.s |
 TU2509| TU2502 WAIKAKUU 4 RESET                     87.539 METERS 26337     |
 TU2509| TU2530 LAE LOA RESET                       APPROX.10.6 KM 3390054.0 |
 TU2509|---------------------------------------------------------------------|
 TU2509
 TU2509                          SUPERSEDED SURVEY CONTROL
 TU2509
 TU2509  NAD 83(1986)-  19 18 31.17908(N)    155 52 27.21085(W) AD(       ) 3
 TU2509  OLD HI      -  19 18 42.02000(N)    155 52 37.27000(W) AD(       ) 3
 TU2509
 TU2509.Superseded values are not recommended for survey control.
 TU2509.NGS no longer adjusts projects to the OLD HI datum.
 TU2509.See file dsdata.txt to determine how the superseded data were derived.
 TU2509
 TU2509_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9795237487(NAD 83)
 TU2509_MARKER: Z = SEE DESCRIPTION
 TU2509_SETTING: 0 = UNSPECIFIED SETTING
 TU2509
 TU2509  HISTORY     - Date     Condition        Report By
 TU2509  HISTORY     - 1951     MONUMENTED       CGS
 TU2509  HISTORY     - 1958     SEE DESCRIPTION  USGS
 TU2509  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2509  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2509  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2509
 TU2509                          STATION DESCRIPTION
 TU2509
 TU2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CLM)
 TU2509'SUB-SURFACE MARK 3/4 INCH GALVANIZED PIPE SET IN CONCRETE TO TOP OF
 TU2509'PIPE.  6 INCH TRIANGLE CUT IN CONCRETE WITH PIPE IN CENTER.
 TU2509'
 TU2509'SURFACE MARK IS A USC AND GS TRIANGULATION DISK SET IN CONCRETE
 TU2509'IN CENTER OF TRIANGULAR CONCRETE MONUMENT 7 FEET ON EACH SIDE AND
 TU2509'FLUSH WITH GROUND.
 TU2509'
 TU2509'THE CONCRETE MONUMENT IS SITUATED ON THE WEST END OF A FAIRLY
 TU2509'PROMINENT RISE OF LAND.  TO ELIMINATE ANY UNSIGHTLINESS, THE OWNER
 TU2509'OF THE LAND, IN WHOSE FRONT YARD THE STATION IS LOCATED, ASKED
 TU2509'THAT THE STATION BE COVERED WITH A THIN LAYER OF DIRT.  THIS
 TU2509'WAS DONE BUT THE TRIANGULAR FORM OF THE MONUMENT IS CLEARLY
 TU2509'DISCERNIBLE.
 TU2509'
 TU2509'R.M. 3 - DISK SET IN CEMENT IN DRILL HOLE IN SOLID ROCK FLUSH WITH
 TU2509'GROUND NEAR WEST TOP END OF RISE ON WHICH THE STATION IS SITUATED.
 TU2509'
 TU2509'R.M. 4 - DISK SET IN CEMENT IN DRILL HOLE ON JUTTING ROCK ON THE
 TU2509'WEST SLOPE OF THE RISE ON WHICH THE STATION IS LOCATED.
 TU2509'
 TU2509'REFERENCE MARKS ARE STANDARD DISKS STAMPED WAIKAKUU 3 RM 3 1951
 TU2509'AND WAIKAKUU 3 RM 4 1951.
 TU2509
 TU2509                          STATION RECOVERY (1958)
 TU2509
 TU2509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 TU2509'STATION RECOVERED IN GOOD CONDITION.  A HOUSE HAS BEEN CONSTRUCTED
 TU2509'ON THE POINT OF GROUND AND THE STATION MARK IS LOCATED NEAR THE
 TU2509'SOUTHWEST CORNER OF THE HOUSE BUT IT PROBABLY COULD BE REOCCUPIED.
 TU2509
 TU2509                          STATION RECOVERY (1961)
 TU2509
 TU2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2509'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 TU2509'
 TU2509'A NEW TO REACH FOLLOWS--
 TU2509'
 TU2509'TO REACH FROM THE SOUTH EDGE OF THE MIDDLE OF THREE 1950 LAVA
 TU2509'FLOWS ON STATE HIGHWAY 11, GO SOUTH ON THE STATE HIGHWAY FOR 0.6
 TU2509'MILE TO AN OLD CHURCH ON THE LEFT, CONTINUE STRAIGHT FOR 0.3 MILE
 TU2509'TO A CURVE TO THE LEFT AND STATION WAIKUKUU 4 ON THE RIGHT,
 TU2509'CONTINUE ON THE HIGHWAY FOR ABOUT 50 FEET AND A DRIVEWAY ON THE
 TU2509'LEFT, GO UP THE DRIVEWAY FOR ABOUT 200 FEET TO MR. LOTGRACES
 TU2509'HOME AND THE STATION BY THE SOUTHWEST CORNER OF THE HOUSE.
 TU2509
 TU2509                          STATION RECOVERY (1968)
 TU2509
 TU2509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2509'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 TU2509'CONDITION.  DISTANCE TO RMS WAS CHECKED AND FOUND CORRECT.  ALL
 TU2509'LINES ARE BLOCKED BY TREES.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2509'
 TU2509'STATION IS LOCATED ABOUT 9 MILES SOUTH OF THE POST OFFICE AT
 TU2509'HONAUNAU AND 1 MILE SOUTH OF THE MIDDLE ONE OF THE 3 LAVA FLOWS
 TU2509'OF 1950, UP ON THE BRUSHY HILLSIDE, 300 FEET EAST OF STATE
 TU2509'HIGHWAY 11, OPPOSITE POWER POLE 99, AND AT THE SOUTHWEST CORNER OF
 TU2509'A HOUSE BUILT BY MR. LOT GRACE, BUT NOW ABANDONED.
 TU2509'
 TU2509'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTH ON
 TU2509'STATE HIGHWAY 11 FOR 8.6 MILES TO THE MIDDLE LAVA FLOW,
 TU2509'1/2-MILE PAST THE ALAE SCHOOL.  CONTINUE ON THE HIGHWAY FOR 1.0
 TU2509'MILE TO DRIVEWAY ON LEFT, ACROSS ROAD FROM POWER POLE 99.  GO LEFT
 TU2509'UP DRIVEWAY FOR 75 YARDS TO STATION.
 TU2509'
 TU2509'STATION MARK IS A STANDARD DISK STAMPED WAIKAKUU 3 1951, SET
 TU2509'IN THE CENTER OF A TRIANGULAR, CONCRETE PLATFORM 7 FEET ON
 TU2509'EACH SIDE AND FLUSH WITH GROUND.  IT IS 2 FEET SOUTHWEST OF
 TU2509'SOUTHWEST CORNER OF THE HOUSE.  STATION WAIKAKUU 2 1948 IS 27.08
 TU2509'FEET EAST-NORTHEAST, AND UNDER THE HOUSE.
 TU2509'
 TU2509'REFERENCE MARK NUMBER THREE IS A USC AND GS BENCH MARK DISK,
 TU2509'STAMPED WAIKAKUU 3 1951 NO 3 TRI REF MARK, CEMENTED IN A DRILL
 TU2509'HOLE IN THE TOP OF A 10-INCH-SQUARE, SMOOTH-TOPPED ROCK FLUSH
 TU2509'WITH GROUND, 4 FEET SOUTH OF EDGE OF PORCH, 6 FEET SOUTHEAST OF
 TU2509'THE SOUTHWEST CORNER FOUNDATION POST OF THE PORCH AND ABOUT 1
 TU2509'FOOT LOWER THAN STATION MARK.  A CAP OF CEMENT ON TOP OF THE ROCK
 TU2509'MAKES IT APPEAR TO BE A CONCRETE MONUMENT.
 TU2509'
 TU2509'REFERENCE MARK NUMBER FOUR IS A USC AND GS BENCH MARK DISK,
 TU2509'STAMPED WAIKAKUU 3 1951 NO 4 TRI REF MARK, CEMENTED IN A DRILL
 TU2509'HOLE IN A SMALL BEDROCK STEP DOWN ON THE STEEP SLOPE, 6 FEET
 TU2509'LOWER THAN STATION MARK AND HIDDEN BEHIND DENSE SHRUBBERY.
 TU2509
 TU2509                          STATION RECOVERY (1972)
 TU2509
 TU2509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2509'STATION MARK RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU2509'CLM IN 1951.  THE TO-REACH AS WRITTEN BY REA IN 1961 IS
 TU2509'ADEQUATE.  NO SEARCH WAS MADE FOR REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2502 ***********************************************************************
 TU2502  DESIGNATION -  WAIKAKUU 4 RESET
 TU2502  PID         -  TU2502
 TU2502  STATE/COUNTY-  HI/HAWAII
 TU2502  USGS QUAD   -  KAULUOA POINT (1996)
 TU2502
 TU2502                         *CURRENT SURVEY CONTROL
 TU2502  ___________________________________________________________________
 TU2502* NAD 83(1993)-  19 18 30.86171(N)    155 52 30.15434(W)     ADJUSTED  
 TU2502* LOCAL TIDAL -       323.     (meters)    1060.     (feet)  SCALED    
 TU2502  ___________________________________________________________________
 TU2502  EPOCH DATE  -        1993.62
 TU2502  LAPLACE CORR-          26.30  (seconds)                    DEFLEC99
 TU2502  GEOID HEIGHT-          19.87  (meters)                     GEOID03
 TU2502
 TU2502  HORZ ORDER  -  THIRD
 TU2502
 TU2502.The horizontal coordinates were established by classical geodetic methods
 TU2502.and adjusted by the National Geodetic Survey in December 1998..
 TU2502.The horizontal coordinates are valid at the epoch date displayed above.
 TU2502.The epoch date for horizontal control is a decimal equivalence
 TU2502.of Year/Month/Day.
 TU2502
 TU2502.The orthometric height was scaled from a topographic map.
 TU2502
 TU2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2502
 TU2502.The geoid height was determined by GEOID03.
 TU2502
 TU2502;                    North         East     Units Scale Factor Converg.
 TU2502;SPC HI 1     -    52,646.536   460,585.436   MT  0.99998586   -0 07 26.4
 TU2502;UTM  05      - 2,137,478.905   197,864.450   MT  1.00072856   -0 57 04.9
 TU2502
 TU2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2502!SPC HI 1     -   0.99994610  x   0.99998586  =   0.99993196
 TU2502!UTM  05      -   0.99994610  x   1.00072856  =   1.00067462
 TU2502
 TU2502|---------------------------------------------------------------------|
 TU2502| PID    Reference Object                     Distance      Geod. Az  |
 TU2502|                                                           dddmmss.s |
 TU2502| CN6219 WAIKAKUU 4 RM 1                      17.247 METERS 02619     |
 TU2502| TU2509 WAIKAKUU 3 1951                      87.539 METERS 08337     |
 TU2502| CN6220 WAIKAKUU 4 RM 3                      24.256 METERS 14155     |
 TU2502| CN6221 WAIKAKUU 4 RM 4                      98.330 METERS 15050     |
 TU2502| TU2491 MILOLII PT LIGHT 1979               APPROX.13.9 KM 1942558.0 |
 TU2502|---------------------------------------------------------------------|
 TU2502
 TU2502                          SUPERSEDED SURVEY CONTROL
 TU2502
 TU2502  NAD 83(1986)-  19 18 30.86222(N)    155 52 30.19077(W) AD(       ) 3
 TU2502  OLD HI      -  19 18 41.70400(N)    155 52 40.24000(W) AD(       ) 3
 TU2502
 TU2502.Superseded values are not recommended for survey control.
 TU2502.NGS no longer adjusts projects to the OLD HI datum.
 TU2502.See file dsdata.txt to determine how the superseded data were derived.
 TU2502
 TU2502_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9786437479(NAD 83)
 TU2502
 TU2502  HISTORY     - Date     Condition        Report By
 TU2502  HISTORY     - 1951     MONUMENTED       CGS
 TU2502  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2502  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2502  HISTORY     - 1972     SEE DESCRIPTION  NGS
 TU2502
 TU2502                          STATION DESCRIPTION
 TU2502
 TU2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CLM)
 TU2502'THE STATION MARK IS A 1 INCH GALVANIZED PIPE SET SOLIDLY IN
 TU2502'CONCRETE FLUSH WITH THE GROUND.  LOCATED ON THE WEST SIDE OF THE
 TU2502'GOVERNMENT ROAD RIGHT-OF-WAY, 1 FOOT EAST OF A LOW STONE WALL.
 TU2502'
 TU2502'R.M. 1 IS SET IN CONCRETE AND MARKS THE LINE-OF-CENTER OF THE
 TU2502'GOVERNMENT MAIN ROAD.
 TU2502'
 TU2502'R.M. 3 IS AN IRON PIN SET IN CONCRETE AND MARKING THE CENTER LINE
 TU2502'OF THE GOVERNMENT MAIN ROAD.
 TU2502'
 TU2502'R.M. 4 IS A SHIP SPIKE IN THE PAVEMENT.  IT IS NEAR THE WEST EDGE
 TU2502'OF THE PAVEMENT AND SURROUNDED BY 3 GALVANIZED ROOFING NAILS IN A
 TU2502'TRIANGLE.
 TU2502
 TU2502                          STATION RECOVERY (1961)
 TU2502
 TU2502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2502'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 TU2502'
 TU2502'A NEW TO REACH FOLLOWS--
 TU2502'
 TU2502'TO REACH FROM THE SOUTH EDGE OF THE MIDDLE OF THREE 1950 LAVA
 TU2502'FLOWS ON STATE HIGHWAY 11, GO SOUTH ON THE STATE HIGHWAY FOR 0.6
 TU2502'MILE TO AN OLD CHURCH ON THE LEFT, CONTINUE STRAIGHT FOR 0.3 MILE
 TU2502'TO A CURVE TO THE LEFT AND THE STATION ON THE RIGHT.
 TU2502
 TU2502                          STATION RECOVERY (1968)
 TU2502
 TU2502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2502'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION, EXCEPT
 TU2502'RM 4, WHICH WAS NOT RECOVERED.  THE STATION WAS RE-MARKED WITH A
 TU2502'STANDARD DISK SET IN THE ORIGINAL PIPE.  A TIE WAS MADE TO
 TU2502'STATIONS KAPUKAWAA, LAE LOA AND KALAPA.  A COMPLETE DESCRIPTION
 TU2502'FOLLOWS--
 TU2502'
 TU2502'STATION IS LOCATED ABOUT 9 MILES SOUTH OF THE POST OFFICE AT
 TU2502'HONAUNAU AND 1 MILE SOUTH OF THE MIDDLE 1 OF THE 3 LAVA FLOWS
 TU2502'OF 1950, ALONG THE WEST SIDE OF STATE HIGHWAY 11, AT THE WEST
 TU2502'EDGE OF A WIDE, GRASSY SHOULDER, AT A LEFT CURVE OF THE HIGHWAY.
 TU2502'
 TU2502'TO REACH STATION FROM THE POST OFFICE AT HONAUNAU, GO SOUTHERLY ON
 TU2502'STATE HIGHWAY 11 FOR 8.6 MILES TO THE MIDDLE LAVA FLOW, 1/2-MILE
 TU2502'PAST THE ALAE SCHOOL.  CONTINUE ON THE HIGHWAY FOR 1.0 MILE TO
 TU2502'STATION ON RIGHT, BY POWER POLE NO. 99, 0.3 MILE PAST OLD CHURCH
 TU2502'ON LEFT.
 TU2502'
 TU2502'STATION MARK IS A STANDARD DISK STAMPED WAIKAKUU 4 1951 1968,
 TU2502'CEMENTED IN THE CENTER OF A 1-INCH IRON PIPE SET FLUSH IN THE
 TU2502'CENTER OF AN IRREGULAR, CONCRETE PAD FLUSH WITH GROUND AND WITH
 TU2502'WAIKAKUU 4 1951 INSCRIBED IN THE CONCRETE.  IT IS AT EXTREME WEST
 TU2502'EDGE OF SHOULDER, BY LOW ROCK WALL, 30.5 FEET WEST OF CENTER LINE
 TU2502'OF HIGHWAY AND 39.5 FEET NORTH-NORTHWEST OF POWER POLE NO. 99.
 TU2502'
 TU2502'REFERENCE MARK NUMBER ONE IS A HIGHWAY TRAVERSE MARKER, A
 TU2502'1/2-INCH BRASS PLUG, STAMPED NO 1, SET IN THE TOP OF A 4-INCH-SQUARE
 TU2502'CONCRETE POST, FLUSH WITH HIGHWAY SURFACE, IN THE CENTER LINE
 TU2502'STRIPE, AND IS 1.8 FEET LOWER THAN STATION MARK.
 TU2502'
 TU2502'REFERENCE MARK NUMBER TWO IS A HIGHWAY TRAVERSE MARKER, A 1/2-INCH
 TU2502'BRASS PLUG, STAMPED NO 2, SET IN THE TOP OF A 4-INCH-SQUARE
 TU2502'CONCRETE POST, FLUSH WITH HIGHWAY SURFACE, IN THE CENTER LINE
 TU2502'STRIPE, AND IS 3 FEET HIGHER THAN STATION MARK.
 TU2502
 TU2502                          STATION RECOVERY (1972)
 TU2502
 TU2502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2502'STATION MARK WAS RECOVERED AS DESCRIBED BY R.C. MUNSON (1968) IN
 TU2502'GOOD CONDITION.  NO SEARCH WAS MADE FOR THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3075 ***********************************************************************
 TU3075  DESIGNATION -  WAIKAPU CHURCH
 TU3075  PID         -  TU3075
 TU3075  STATE/COUNTY-  HI/MAUI
 TU3075  USGS QUAD   -  WAILUKU (1997)
 TU3075
 TU3075                         *CURRENT SURVEY CONTROL
 TU3075  ___________________________________________________________________
 TU3075* NAD 83(1993)-  20 51 26.64313(N)    156 30 33.94022(W)     ADJUSTED  
 TU3075* LOCAL TIDAL -                                                        
 TU3075  ___________________________________________________________________
 TU3075  EPOCH DATE  -        1993.62
 TU3075  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 TU3075  GEOID HEIGHT-          16.35  (meters)                     GEOID03
 TU3075
 TU3075  HORZ ORDER  -  THIRD
 TU3075
 TU3075.The horizontal coordinates were established by classical geodetic methods
 TU3075.and adjusted by the National Geodetic Survey in December 1998..
 TU3075.The horizontal coordinates are valid at the epoch date displayed above.
 TU3075.The epoch date for horizontal control is a decimal equivalence
 TU3075.of Year/Month/Day.
 TU3075
 TU3075
 TU3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3075
 TU3075.The geoid height was determined by GEOID03.
 TU3075
 TU3075;                    North         East     Units Scale Factor Converg.
 TU3075;SPC HI 2     -    58,026.529   516,363.131   MT  0.99996997   +0 03 21.5
 TU3075;UTM  04      - 2,308,372.200   759,148.595   MT  1.00043003   +0 53 14.1
 TU3075
 TU3075                          SUPERSEDED SURVEY CONTROL
 TU3075
 TU3075  NAD 83(1986)-  20 51 26.60507(N)    156 30 33.92566(W) AD(       ) 4
 TU3075  OLD HI      -  20 51 38.09100(N)    156 30 44.10200(W) AD(       ) 3
 TU3075
 TU3075.Superseded values are not recommended for survey control.
 TU3075.NGS no longer adjusts projects to the OLD HI datum.
 TU3075.See file dsdata.txt to determine how the superseded data were derived.
 TU3075
 TU3075_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5914908372(NAD 83)
 TU3075
 TU3075  HISTORY     - Date     Condition        Report By
 TU3075  HISTORY     - UNK      MONUMENTED
 TU3075  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3075  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU3075  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 TU3075
 TU3075                          STATION DESCRIPTION
 TU3075
 TU3075'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3075'THE OLD HAWAIIAN CHURCH IN THE VILLAGE OF WAIKAPU ABOUT 3-1/2
 TU3075'MILES SOUTHWEST OF KAHULUI HARBOR.  THE CHURCH IS MORE THAN 50
 TU3075'YEARS OLD.
 TU3075
 TU3075                          STATION RECOVERY (1999)
 TU3075
 TU3075'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3075'MARK NOT FOUND.
 TU3075
 TU3075                          STATION RECOVERY (2005)
 TU3075
 TU3075'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TU3075'WAIKAPU CHURCH NOT FOUND (BURNED DOWN 10+ YEARS AGO. SO IT IA ASSUMED
 TU3075'THIS MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3073 ***********************************************************************
 TU3073  DESIGNATION -  WAIKAPU STACK
 TU3073  PID         -  TU3073
 TU3073  STATE/COUNTY-  HI/MAUI
 TU3073  USGS QUAD   -  WAILUKU (1997)
 TU3073
 TU3073                         *CURRENT SURVEY CONTROL
 TU3073  ___________________________________________________________________
 TU3073* NAD 83(1993)-  20 51 15.22338(N)    156 30 16.87392(W)     ADJUSTED  
 TU3073* LOCAL TIDAL -                                                        
 TU3073  ___________________________________________________________________
 TU3073  EPOCH DATE  -        1993.62
 TU3073  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 TU3073  GEOID HEIGHT-          16.32  (meters)                     GEOID03
 TU3073
 TU3073  HORZ ORDER  -  THIRD
 TU3073
 TU3073.The horizontal coordinates were established by classical geodetic methods
 TU3073.and adjusted by the National Geodetic Survey in December 1998..
 TU3073.The horizontal coordinates are valid at the epoch date displayed above.
 TU3073.The epoch date for horizontal control is a decimal equivalence
 TU3073.of Year/Month/Day.
 TU3073
 TU3073
 TU3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3073
 TU3073.The geoid height was determined by GEOID03.
 TU3073
 TU3073;                    North         East     Units Scale Factor Converg.
 TU3073;SPC HI 2     -    57,675.824   516,856.822   MT  0.99997018   +0 03 27.6
 TU3073;UTM  04      - 2,308,028.534   759,647.552   MT  1.00043323   +0 53 19.7
 TU3073
 TU3073                          SUPERSEDED SURVEY CONTROL
 TU3073
 TU3073  NAD 83(1986)-  20 51 15.18532(N)    156 30 16.85956(W) AD(       ) 4
 TU3073  OLD HI      -  20 51 26.67300(N)    156 30 27.03500(W) AD(       ) 3
 TU3073
 TU3073.Superseded values are not recommended for survey control.
 TU3073.NGS no longer adjusts projects to the OLD HI datum.
 TU3073.See file dsdata.txt to determine how the superseded data were derived.
 TU3073
 TU3073_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5964808029(NAD 83)
 TU3073
 TU3073  HISTORY     - Date     Condition        Report By
 TU3073  HISTORY     - UNK      MONUMENTED
 TU3073  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3073
 TU3073                          STATION DESCRIPTION
 TU3073
 TU3073'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3073'THIS STACK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1221 ***********************************************************************
 TU1221  DESIGNATION -  WAIKIKI
 TU1221  PID         -  TU1221
 TU1221  STATE/COUNTY-  HI/HONOLULU
 TU1221  USGS QUAD   -  HONOLULU (1983)
 TU1221
 TU1221                         *CURRENT SURVEY CONTROL
 TU1221  ___________________________________________________________________
 TU1221* NAD 83(1993)-  21 17 03.81665(N)    157 49 44.52417(W)     ADJUSTED  
 TU1221* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU1221  ___________________________________________________________________
 TU1221  EPOCH DATE  -        1993.62
 TU1221  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 TU1221  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1221
 TU1221  HORZ ORDER  -  THIRD
 TU1221
 TU1221.The horizontal coordinates were established by classical geodetic methods
 TU1221.and adjusted by the National Geodetic Survey in December 1998..
 TU1221.The horizontal coordinates are valid at the epoch date displayed above.
 TU1221.The epoch date for horizontal control is a decimal equivalence
 TU1221.of Year/Month/Day.
 TU1221
 TU1221.The orthometric height was scaled from a topographic map.
 TU1221
 TU1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1221
 TU1221.The geoid height was determined by GEOID03.
 TU1221
 TU1221;                    North         East     Units Scale Factor Converg.
 TU1221;SPC HI 3     -    13,044.191   517,741.306   MT  0.99999389   +0 03 43.4
 TU1221;UTM  04      - 2,354,073.395   621,471.311   MT  0.99978233   +0 25 30.4
 TU1221
 TU1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1221!SPC HI 3     -   0.99999739  x   0.99999389  =   0.99999128
 TU1221!UTM  04      -   0.99999739  x   0.99978233  =   0.99977973
 TU1221
 TU1221|---------------------------------------------------------------------|
 TU1221| PID    Reference Object                     Distance      Geod. Az  |
 TU1221|                                                           dddmmss.s |
 TU1221| CJ9084 WAIKIKI RM 1                          0.469 METERS 04532     |
 TU1221| CJ9085 WAIKIKI RM 2                         17.888 METERS 19711     |
 TU1221| CJ9086 WAIKIKI RM 3                         15.267 METERS 31431     |
 TU1221|---------------------------------------------------------------------|
 TU1221
 TU1221                          SUPERSEDED SURVEY CONTROL
 TU1221
 TU1221  NAD 83(1986)-  21 17 03.76602(N)    157 49 44.53335(W) AD(       ) 3
 TU1221  OLD HI      -  21 17 15.15500(N)    157 49 54.40500(W) AD(       ) 3
 TU1221
 TU1221.Superseded values are not recommended for survey control.
 TU1221.NGS no longer adjusts projects to the OLD HI datum.
 TU1221.See file dsdata.txt to determine how the superseded data were derived.
 TU1221
 TU1221_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2147154073(NAD 83)
 TU1221
 TU1221  HISTORY     - Date     Condition        Report By
 TU1221  HISTORY     - 1927     MONUMENTED       CGS
 TU1221  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1221  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1221  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU1221  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 TU1221
 TU1221                          STATION DESCRIPTION
 TU1221
 TU1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1221'A STANDARD COAST AND GEODETIC SURVEY BRONZE DISK SET IN CONCRETE
 TU1221'PIER BETWEEN SIDEWALK AND CURBING ON THE MAKAI SIDE OF ALAWAI
 TU1221'ROAD AT THE MAIKAI EWA CORNER OF INTERSECTION OF KALAIMOKU STREET
 TU1221'AND ALAWAI ROAD.
 TU1221'
 TU1221'AZIMUTH - WAIKIKI TO CENTRAL UNION CHURCH SPIRE - 192 DEG 58
 TU1221'MIN 57.8 SEC.
 TU1221
 TU1221                          STATION RECOVERY (1963)
 TU1221
 TU1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1221'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU1221'GOOD CONDITION.  TWO NEW REFERENCE MARKS, NUMBERS TWO AND THREE,
 TU1221'WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1221'
 TU1221'STATION IS LOCATED IN THE WAIKIKI DISTRICT OF HONOLULU, ALONG
 TU1221'THE SOUTHWEST SIDE OF ALA WAI BLVD. AND ALA WAI CANAL, IN THE
 TU1221'WEST ANGLE OF THE T-INTERSECTION OF ALA WAI BLVD. AND KALAIMOKU
 TU1221'STREET, IN THE NARROW, DIRT STRIP BETWEEN SIDEWALK AND EDGE OF
 TU1221'BOULEVARD.
 TU1221'
 TU1221'TO REACH STATION FROM THE WAIKIKI FIRE STATION, AT INTERSECTION
 TU1221'OF KAPAHULU AVE. AND ALA WAI BLVD., GO NORTHWEST ON ALA WAI
 TU1221'BLVD. FOR 1.1 MILES TO STATION ON LEFT.
 TU1221'
 TU1221'STATION MARK IS A STANDARD DISK, STAMPED WAIKIKI 1927, SET IN
 TU1221'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT, 1 INCH BELOW
 TU1221'GROUND SURFACE.  IT IS 1.8 FEET SOUTHWEST OF SOUTHWEST EDGE OF
 TU1221'ALA WAI BLVD., 43.6 FEET NORTHWEST OF CENTER LINE OF KALAIMOKU
 TU1221'STREET, 11.0 FEET NORTHWEST OF CENTER OF MANHOLE COVER
 TU1221'WITH WATER EMBOSSED ON IT, 7.0 FEET SOUTHWEST OF CENTER OF
 TU1221'MANHOLE COVER WITH C AND C EMBOSSED ON IT, AND 1.1 FEET NORTHEAST
 TU1221'OF EDGE OF SIDEWALK.
 TU1221'
 TU1221'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED WAIKIKI
 TU1221'NO 1 1927, CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB ON THE
 TU1221'SOUTHWEST SIDE OF ALA WAI BLVD.
 TU1221'
 TU1221'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED WAIKIKI
 TU1221'NO 2 1927 1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE STRUCTURE
 TU1221'OF A STORM-DRAIN CATCH-BASIN.  IT IS 8.8 FEET SOUTHWEST OF THE
 TU1221'CENTER OF THE STORM-DRAIN MANHOLE COVER, 17.4 FEET NORTHWEST OF
 TU1221'CENTER LINE OF KALAIMOKU STREET, 56.5 FEET NORTHEAST OF CENTER
 TU1221'OF STREET LAMP-POST, AND 1.7 FEET SOUTHEAST OF EDGE OF SIDEWALK.
 TU1221'
 TU1221'REFERENCE MARK NUMBER THREE IS A STANDARD DISK, STAMPED WAIKIKI
 TU1221'NO 3 1927 1963, CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB AT
 TU1221'THE SOUTHWEST SIDE OF ALA WAI BLVD.  IT IS 21.7 FEET SOUTHWEST
 TU1221'OF THE CENTER LINE OF THE BOULEVARD, 2.65 FEET NORTHEAST OF EDGE
 TU1221'OF SIDEWALK, AND 32.6 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TU1221'DRIVEWAY AT NORTHWEST SIDE OF THE HOUSE AT 2885 ALA WAI BLVD.
 TU1221
 TU1221                          STATION RECOVERY (1968)
 TU1221
 TU1221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JSM)
 TU1221'STATION MARK AND REFERENCE MARKS WERE DESTROYED DUE TO WIDENING
 TU1221'OF ROAD.
 TU1221'
 TU1221'A NEW STATION, WAIKIKI 2 WAS ESTABLISHED IN 1967 WHEN INFORMATION
 TU1221'ON IMPENDING DESTRUCTION OF STATION WAS RECEIVED.
 TU1221
 TU1221                          STATION RECOVERY (1999)
 TU1221
 TU1221'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0305 ***********************************************************************
 TU0305  DESIGNATION -  WAIKIKI 2
 TU0305  PID         -  TU0305
 TU0305  STATE/COUNTY-  HI/HONOLULU
 TU0305  USGS QUAD   -  HONOLULU (1983)
 TU0305
 TU0305                         *CURRENT SURVEY CONTROL
 TU0305  ___________________________________________________________________
 TU0305* NAD 83(1993)-  21 17 04.09867(N)    157 49 43.97857(W)     ADJUSTED  
 TU0305* LOCAL TIDAL -         1.249  (meters)       4.10   (feet)  ADJ UNCH  
 TU0305  ___________________________________________________________________
 TU0305  EPOCH DATE  -        1993.62
 TU0305  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 TU0305  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0305
 TU0305  HORZ ORDER  -  SECOND
 TU0305  VERT ORDER  -  FIRST     CLASS II
 TU0305
 TU0305.The horizontal coordinates were established by classical geodetic methods
 TU0305.and adjusted by the National Geodetic Survey in December 1998..
 TU0305.The horizontal coordinates are valid at the epoch date displayed above.
 TU0305.The epoch date for horizontal control is a decimal equivalence
 TU0305.of Year/Month/Day.
 TU0305
 TU0305.The orthometric height was key entered from printed documents
 TU0305.and not key verified.
 TU0305
 TU0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0305
 TU0305.The geoid height was determined by GEOID03.
 TU0305
 TU0305;                    North         East     Units Scale Factor Converg.
 TU0305;SPC HI 3     -    13,052.882   517,757.024   MT  0.99999389   +0 03 43.6
 TU0305;UTM  04      - 2,354,082.184   621,486.970   MT  0.99978238   +0 25 30.6
 TU0305
 TU0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0305!SPC HI 3     -   0.99999736  x   0.99999389  =   0.99999125
 TU0305!UTM  04      -   0.99999736  x   0.99978238  =   0.99977974
 TU0305
 TU0305|---------------------------------------------------------------------|
 TU0305| PID    Reference Object                     Distance      Geod. Az  |
 TU0305|                                                           dddmmss.s |
 TU0305| TU0304 WAIKIKI 2 RM 2                                     13243     |
 TU0305| TU0306 WAIKIKI 2 RM 1                                     22320     |
 TU0305| TU1221 WAIKIKI                              17.961 METERS 24107     |
 TU0305| TU1258 PUNCHBOWL RESET                     APPROX. 3.7 KM 3253809.5 |
 TU0305|---------------------------------------------------------------------|
 TU0305
 TU0305                          SUPERSEDED SURVEY CONTROL
 TU0305
 TU0305  NAD 83(1986)-  21 17 04.04803(N)    157 49 43.98779(W) AD(       ) 2
 TU0305  OLD HI      -  21 17 15.43873(N)    157 49 53.85984(W) AD(       ) 2
 TU0305
 TU0305.Superseded values are not recommended for survey control.
 TU0305.NGS no longer adjusts projects to the OLD HI datum.
 TU0305.See file dsdata.txt to determine how the superseded data were derived.
 TU0305
 TU0305_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2148754082(NAD 83)
 TU0305_MARKER: DS = TRIANGULATION STATION DISK
 TU0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0305_SP_SET: SIDEWALK
 TU0305_STAMPING: WAIKIKI 2 1967
 TU0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0305+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2002
 TU0305
 TU0305  HISTORY     - Date     Condition        Report By
 TU0305  HISTORY     - 1967     MONUMENTED       CGS
 TU0305  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU0305  HISTORY     - 1969     GOOD             NGS
 TU0305  HISTORY     - 19961106 GOOD             USPSQD
 TU0305  HISTORY     - 19990322 GOOD             USPSQD
 TU0305  HISTORY     - 20020217 GOOD             NGS
 TU0305  HISTORY     - 20030722 GOOD             USPSQD
 TU0305
 TU0305                          STATION DESCRIPTION
 TU0305
 TU0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU0305'STATION IS LOCATED IN THE WAIKIKI DISTRICT OF HONOLULU, IN THE
 TU0305'SIDEWALK RUNNING ALONG THE SOUTHWEST SIDE OF THE ALA WAI CANAL
 TU0305'AT THE INTERSECTION OF ALA WAI BLVD. AND KALAIMOKU STREET.
 TU0305'
 TU0305'TO REACH FROM THE WAIKIKI FIRE STATION, AT INTERSECTION OF
 TU0305'KAPAHULU AVE. AND ALA WAI BLVD., GO NORTHWEST ON ALA WAI BLVD. FOR
 TU0305'1.1 MILES TO STATION ON RIGHT.
 TU0305'
 TU0305'STATION MARK IS A STANDARD DISK, STAMPED WAIKIKI 2 1967, SET IN
 TU0305'CONCRETE SIDEWALK.  IT IS 10.9 FEET NORTHEAST OF THE NORTHEAST
 TU0305'EDGE OF ALA WAI BLVD., 6.8 FEET SOUTHWEST OF ALA WAI CANAL SEA
 TU0305'WALL AND 31.6 FEET EAST OF LIGHT POLE.
 TU0305'
 TU0305'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED WAIKIKI 2
 TU0305'RM NO 1 1967, SET IN CONCRETE CURB ALONG NORTHEAST EDGE OF ALA
 TU0305'WAI BLVD.
 TU0305'
 TU0305'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED WAIKIKI 2
 TU0305'RM NO 2 1967, SET IN THE SAME CONCRETE SIDEWALK AS THE STATION
 TU0305'MARK.
 TU0305
 TU0305                          STATION RECOVERY (1969)
 TU0305
 TU0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0305'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED
 TU0305'AND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 TU0305'MARKS 1 AND 2 WERE NOT CHECKED AT THIS TIME.
 TU0305'
 TU0305'NOTE.  DUE TO A BRIDGE BEING BUILT OVER THE ALA WAI CANAL, THE
 TU0305'STATION AND REFERENCE MARKS WILL BE DESTROYED.
 TU0305'
 TU0305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU0305'IN WAIKIKI DISTRICT OF HONOLULU.
 TU0305
 TU0305                          STATION RECOVERY (1969)
 TU0305
 TU0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0305'IN HONOLULU.
 TU0305'AT HONOLULU, AT THE JUNCTION OF ALA WAI BOULEVARD AND KALAIMOKU
 TU0305'STREET, IN THE TOP OF THE NORTHEAST SIDEWALK OF THE BOULEVARD, 22.4
 TU0305'FEET NORTHWEST OF THE EXTENDED CENTER LINE OF THE STREET, 6.8 FEET
 TU0305'SOUTHWEST OF THE NORTHEAST EDGE OF A RETAINING WALL ALONG ALA WAI
 TU0305'CANAL, 10.9 FEET NORTHEAST OF R.M. 1, 53.4 FEET NORTHWEST OF R.M. 2,
 TU0305'25.9 FEET NORTH-NORTHWEST OF KALAIMOKU ST SIGN.
 TU0305
 TU0305                          STATION RECOVERY (1996)
 TU0305
 TU0305'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0305'RECOVERED IN GOOD CONDITION.
 TU0305
 TU0305                          STATION RECOVERY (1999)
 TU0305
 TU0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0305'RECOVERED IN GOOD CONDITION.
 TU0305
 TU0305                          STATION RECOVERY (2002)
 TU0305
 TU0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWS)
 TU0305'RECOVERED IN GOOD CONDITION.
 TU0305
 TU0305                          STATION RECOVERY (2003)
 TU0305
 TU0305'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0306 ***********************************************************************
 TU0306  DESIGNATION -  WAIKIKI 2 RM 1
 TU0306  PID         -  TU0306
 TU0306  STATE/COUNTY-  HI/HONOLULU
 TU0306  USGS QUAD   -  HONOLULU (1983)
 TU0306
 TU0306                         *CURRENT SURVEY CONTROL
 TU0306  ___________________________________________________________________
 TU0306* NAD 83(1986)-  21 17 04.     (N)    157 49 43.     (W)     SCALED    
 TU0306* LOCAL TIDAL -         1.162  (meters)       3.81   (feet)  ADJ UNCH  
 TU0306  ___________________________________________________________________
 TU0306  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0306
 TU0306  VERT ORDER  -  FIRST     CLASS II
 TU0306
 TU0306.The horizontal coordinates were scaled from a topographic map and have
 TU0306.an estimated accuracy of +/- 6 seconds.
 TU0306
 TU0306.The orthometric height was key entered from printed documents
 TU0306.and not key verified.
 TU0306
 TU0306.The geoid height was determined by GEOID03.
 TU0306
 TU0306;                    North         East    Units  Estimated Accuracy
 TU0306;SPC HI 3     -    13,050.      517,790.      MT  (+/- 180 meters Scaled)
 TU0306
 TU0306                          SUPERSEDED SURVEY CONTROL
 TU0306
 TU0306.No superseded survey control is available for this station.
 TU0306
 TU0306_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ215540(NAD 83)
 TU0306_MARKER: DR = REFERENCE MARK DISK
 TU0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0306_SP_SET: CURB
 TU0306_STAMPING: WAIKIKI 2 NO 1 1969
 TU0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0306
 TU0306  HISTORY     - Date     Condition        Report By
 TU0306  HISTORY     - 1967     MONUMENTED       CGS
 TU0306  HISTORY     - 1969     GOOD             CGS
 TU0306  HISTORY     - 19961106 MARK NOT FOUND   USPSQD
 TU0306  HISTORY     - 19990322 GOOD             USPSQD
 TU0306  HISTORY     - 20030722 GOOD             USPSQD
 TU0306
 TU0306                          STATION DESCRIPTION
 TU0306
 TU0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0306'IN HONOLULU.
 TU0306'AT HONOLULU, AT THE JUNCTION OF ALA WAI BOULEVARD AND KALAIMOKU
 TU0306'STREET, IN THE TOP OF THE NORTHEAST CURB OF THE BOULEVARD, 10.9 FEET
 TU0306'SOUTHWEST OF THE STATION.
 TU0306
 TU0306                          STATION RECOVERY (1996)
 TU0306
 TU0306'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0306'MARK NOT FOUND.
 TU0306
 TU0306                          STATION RECOVERY (1999)
 TU0306
 TU0306'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0306'RECOVERED IN GOOD CONDITION.
 TU0306
 TU0306                          STATION RECOVERY (2003)
 TU0306
 TU0306'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0304 ***********************************************************************
 TU0304  DESIGNATION -  WAIKIKI 2 RM 2
 TU0304  PID         -  TU0304
 TU0304  STATE/COUNTY-  HI/HONOLULU
 TU0304  USGS QUAD   -  HONOLULU (1983)
 TU0304
 TU0304                         *CURRENT SURVEY CONTROL
 TU0304  ___________________________________________________________________
 TU0304* NAD 83(1986)-  21 17 04.     (N)    157 49 43.     (W)     SCALED    
 TU0304* LOCAL TIDAL -         1.195  (meters)       3.92   (feet)  ADJ UNCH  
 TU0304  ___________________________________________________________________
 TU0304  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0304
 TU0304  VERT ORDER  -  FIRST     CLASS II
 TU0304
 TU0304.The horizontal coordinates were scaled from a topographic map and have
 TU0304.an estimated accuracy of +/- 6 seconds.
 TU0304
 TU0304.The orthometric height was key entered from printed documents
 TU0304.and not key verified.
 TU0304
 TU0304.The geoid height was determined by GEOID03.
 TU0304
 TU0304;                    North         East    Units  Estimated Accuracy
 TU0304;SPC HI 3     -    13,050.      517,790.      MT  (+/- 180 meters Scaled)
 TU0304
 TU0304                          SUPERSEDED SURVEY CONTROL
 TU0304
 TU0304.No superseded survey control is available for this station.
 TU0304
 TU0304_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ215540(NAD 83)
 TU0304_MARKER: DR = REFERENCE MARK DISK
 TU0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0304_SP_SET: SIDEWALK
 TU0304_STAMPING: WAIKIKI 2 NO 2 1969
 TU0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0304+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2002
 TU0304
 TU0304  HISTORY     - Date     Condition        Report By
 TU0304  HISTORY     - 1967     MONUMENTED       CGS
 TU0304  HISTORY     - 1969     GOOD             CGS
 TU0304  HISTORY     - 19961106 GOOD             USPSQD
 TU0304  HISTORY     - 19990322 GOOD             USPSQD
 TU0304  HISTORY     - 20020217 GOOD             NGS
 TU0304
 TU0304                          STATION DESCRIPTION
 TU0304
 TU0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0304'IN HONOLULU.
 TU0304'AT HONOLULU, AT THE JUNCTION OF ALA WAI BOULEVARD AND KALAIMOKU
 TU0304'STREET, IN A SIDEWALK, 53.4 FEET SOUTHEAST OF THE STATION, 32.0 FEET
 TU0304'SOUTHEAST OF THE EXTENDED CENTER LINE OF KALAIMOKU STREET, 11.1 FEET
 TU0304'NORTHEAST OF THE NORTHEAST CURB OF THE BOULEVARD, 7.0 FEET SOUTHWEST
 TU0304'OF THE NORTHEAST EDGE OF A RETAINING WALL ALONG THE ALA WAI CANAL,
 TU0304'30.6 FEET EAST-SOUTHEAST OF KALAIMOKU ST SIGN, AND FLUSH WITH THE
 TU0304'SIDEWALK.
 TU0304
 TU0304                          STATION RECOVERY (1996)
 TU0304
 TU0304'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0304'RECOVERED IN GOOD CONDITION.
 TU0304
 TU0304                          STATION RECOVERY (1999)
 TU0304
 TU0304'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0304'RECOVERED IN GOOD CONDITION.
 TU0304
 TU0304                          STATION RECOVERY (2002)
 TU0304
 TU0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWS)
 TU0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0308 ***********************************************************************
 TU0308  DESIGNATION -  WAIKIKI 3
 TU0308  PID         -  TU0308
 TU0308  STATE/COUNTY-  HI/HONOLULU
 TU0308  USGS QUAD   -  HONOLULU (1983)
 TU0308
 TU0308                         *CURRENT SURVEY CONTROL
 TU0308  ___________________________________________________________________
 TU0308* NAD 83(1993)-  21 17 07.31590(N)    157 49 47.64062(W)     ADJUSTED  
 TU0308* LOCAL TIDAL -         1.149  (meters)       3.77   (feet)  ADJ UNCH  
 TU0308  ___________________________________________________________________
 TU0308  EPOCH DATE  -        1993.62
 TU0308  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 TU0308  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0308
 TU0308  HORZ ORDER  -  FIRST
 TU0308  VERT ORDER  -  FIRST     CLASS II
 TU0308
 TU0308.The horizontal coordinates were established by classical geodetic methods
 TU0308.and adjusted by the National Geodetic Survey in December 1998..
 TU0308.The horizontal coordinates are valid at the epoch date displayed above.
 TU0308.The epoch date for horizontal control is a decimal equivalence
 TU0308.of Year/Month/Day.
 TU0308
 TU0308.The orthometric height was key entered from printed documents
 TU0308.and not key verified.
 TU0308
 TU0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0308
 TU0308.The geoid height was determined by GEOID03.
 TU0308
 TU0308;                    North         East     Units Scale Factor Converg.
 TU0308;SPC HI 3     -    13,151.715   517,651.357   MT  0.99999385   +0 03 42.3
 TU0308;UTM  04      - 2,354,180.325   621,380.702   MT  0.99978206   +0 25 29.3
 TU0308
 TU0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0308!SPC HI 3     -   0.99999737  x   0.99999385  =   0.99999122
 TU0308!UTM  04      -   0.99999737  x   0.99978206  =   0.99977943
 TU0308
 TU0308|---------------------------------------------------------------------|
 TU0308| PID    Reference Object                     Distance      Geod. Az  |
 TU0308|                                                           dddmmss.s |
 TU0308| TU0307 WAIKIKI 3 RM 1                        3.470 METERS 13254     |
 TU0308| TU0305 WAIKIKI 2                           144.685 METERS 13309     |
 TU0308| TU0309 WAIKIKI 3 RM 2                       12.750 METERS 29352     |
 TU0308| TU1258 PUNCHBOWL RESET                     APPROX. 3.6 KM 3260810.3 |
 TU0308|---------------------------------------------------------------------|
 TU0308
 TU0308                          SUPERSEDED SURVEY CONTROL
 TU0308
 TU0308  NAD 83(1986)-  21 17 07.26527(N)    157 49 47.64987(W) AD(       ) 1
 TU0308  OLD HI      -  21 17 18.65591(N)    157 49 57.52190(W) AD(       ) 1
 TU0308
 TU0308.Superseded values are not recommended for survey control.
 TU0308.NGS no longer adjusts projects to the OLD HI datum.
 TU0308.See file dsdata.txt to determine how the superseded data were derived.
 TU0308
 TU0308_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2138154180(NAD 83)
 TU0308_MARKER: DS = TRIANGULATION STATION DISK
 TU0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0308_SP_SET: SIDEWALK
 TU0308_STAMPING: WAIKIKI 3 1969
 TU0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0308
 TU0308  HISTORY     - Date     Condition        Report By
 TU0308  HISTORY     - 1969     MONUMENTED       CGS
 TU0308  HISTORY     - 1969     GOOD             CGS
 TU0308  HISTORY     - 19961106 GOOD             USPSQD
 TU0308  HISTORY     - 19990322 GOOD             USPSQD
 TU0308  HISTORY     - 20030722 GOOD             USPSQD
 TU0308
 TU0308                          STATION DESCRIPTION
 TU0308
 TU0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0308'STATION IS LOCATED IN THE WAIKIKI DISTRICT OF HONOLULU, 2-1/2
 TU0308'MILES SOUTHEAST OF THE FEDERAL BUILDING, IN THE CONCRETE SIDEWALK
 TU0308'BETWEEN THE ALA WAI CANAL AND ALA WAI BOULEVARD.  AT THE
 TU0308'INTERSECTION OF ALA WAI BOULEVARD AND NAMAHANA STREET.
 TU0308'
 TU0308'TO REACH THE STATION FROM THE ALA WAI CANAL BRIDGE, AT THE
 TU0308'JUNCTION OF ALA WAI BOULEVARD AND MC CULLY STREET.  GO SOUTHEAST
 TU0308'ON ALA WAI BOULEVARD FOR 0.3 MILE, TO NAMAHANA STREET AND THE
 TU0308'STATION ON THE LEFT.
 TU0308'
 TU0308'STATION MARK, IS A STANDARD DISK STAMPED WAIKIKI 3 1969.  IT
 TU0308'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH RUNS
 TU0308'ALONG THE WEST SIDE OF ALA WAI CANAL.  IT IS FLUSH WITH THE
 TU0308'SURFACE OF THE SIDEWALK, 11.0 FEET NORTHEAST OF A SIGN NAMAHANA
 TU0308'STREET, 5.0 FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK AND 3.5
 TU0308'FEET SOUTH OF THE EDGE OF THE CANAL HEADWALL.
 TU0308'
 TU0308'REFERENCE MARK 1, IS A STANDARD DISK STAMPED WAIKIKI 3 NO 1
 TU0308'1969.  IT IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK.  12.0 FEET
 TU0308'NORTH OF THE NORTH CURB OF ALA WAI BOULEVARD, 3.5 FEET SOUTH OF
 TU0308'THE CANAL HEADWALL AND THE SAME ELEVATION AS THE STATION.
 TU0308'
 TU0308'REFERENCE MARK 2, IS A STANDARD DISK STAMPED WAIKIKI 3 NO 2
 TU0308'1969.  IT IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 TU0308'A CONCRETE PAD WHICH HAS A STORM DRAIN COVER IN THE CENTER.  IT
 TU0308'IS 8.5 FEET EAST OF A LIGHT POLE AND 7.0 FEET SOUTH OF THE SOUTH
 TU0308'EDGE OF THE SIDEWALK AND ABOUT THE SAME ELEVATION AS THE STATION.
 TU0308'
 TU0308'NOTE--NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU0308
 TU0308                          STATION RECOVERY (1969)
 TU0308
 TU0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0308'IN HONOLULU.
 TU0308'AT HONOLULU, AT THE JUNCTION OF ALA WAI BOULEVARD AND NAMAHANA STREET,
 TU0308'IN THE TOP ALONG THE NORTHEAST SIDE OF A SIDEWALK, IN LINE WITH THE
 TU0308'CENTER LINE OF NAMAHANA STREET, TWO BLOCKS NORTHWEST OF TRAINGULATION
 TU0308'STATION WAIKIKI 2, 14.6 FEET NORTHEAST OF THE NORTHEAST CURB OF THE
 TU0308'BOULEVARD, 41.85 FEET EAST-SOUTHEAST OF R.M. 2, 11.4 FEET NORTHWEST OF
 TU0308'R.M. 1, 3.45 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A RETAINING WALL
 TU0308'ALONG ALA WAI CANAL, 12.5 FEET NORTHEAST OF ALA WAI NAMAHANA ST SIGN,
 TU0308'AND ABOUT LEVEL WITH THE SIDEWALK.
 TU0308
 TU0308                          STATION RECOVERY (1996)
 TU0308
 TU0308'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0308'RECOVERED IN GOOD CONDITION.
 TU0308
 TU0308                          STATION RECOVERY (1999)
 TU0308
 TU0308'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0308'RECOVERED IN GOOD CONDITION.
 TU0308
 TU0308                          STATION RECOVERY (2003)
 TU0308
 TU0308'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0307 ***********************************************************************
 TU0307  DESIGNATION -  WAIKIKI 3 RM 1
 TU0307  PID         -  TU0307
 TU0307  STATE/COUNTY-  HI/HONOLULU
 TU0307  USGS QUAD   -  HONOLULU (1983)
 TU0307
 TU0307                         *CURRENT SURVEY CONTROL
 TU0307  ___________________________________________________________________
 TU0307* NAD 83(1986)-  21 17 07.     (N)    157 49 47.     (W)     SCALED    
 TU0307* LOCAL TIDAL -         1.160  (meters)       3.81   (feet)  ADJ UNCH  
 TU0307  ___________________________________________________________________
 TU0307  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0307
 TU0307  VERT ORDER  -  FIRST     CLASS II
 TU0307
 TU0307.The horizontal coordinates were scaled from a topographic map and have
 TU0307.an estimated accuracy of +/- 6 seconds.
 TU0307
 TU0307.The orthometric height was key entered from printed documents
 TU0307.and not key verified.
 TU0307
 TU0307.The geoid height was determined by GEOID03.
 TU0307
 TU0307;                    North         East    Units  Estimated Accuracy
 TU0307;SPC HI 3     -    13,140.      517,670.      MT  (+/- 180 meters Scaled)
 TU0307
 TU0307                          SUPERSEDED SURVEY CONTROL
 TU0307
 TU0307.No superseded survey control is available for this station.
 TU0307
 TU0307_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ213541(NAD 83)
 TU0307_MARKER: DR = REFERENCE MARK DISK
 TU0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0307_SP_SET: SIDEWALK
 TU0307_STAMPING: WAIKIKI 3 NO 1 1969
 TU0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0307
 TU0307  HISTORY     - Date     Condition        Report By
 TU0307  HISTORY     - 1969     MONUMENTED       CGS
 TU0307  HISTORY     - 19961106 GOOD             USPSQD
 TU0307  HISTORY     - 19990322 GOOD             USPSQD
 TU0307
 TU0307                          STATION DESCRIPTION
 TU0307
 TU0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0307'IN HONOLULU.
 TU0307'AT HONOLULU, AT THE JUNCTION OF ALA WAI BOULEVARD AND NAMAHANA STREET,
 TU0307'IN THE TOP OF A SIDEWALK, 14.6 FEET NORTHEAST OF THE NORTHEAST CURB OF
 TU0307'THE BOULEVARD, 11.4 FEET SOUTHEAST OF THE STATION, 17.8 FEET
 TU0307'EAST-NORTHEAST OF ALA WAI NAMAHANA ST SIGN, 3.5 FEET SOUTHWEST OF THE
 TU0307'NORTHEAST EDGE OF A RETAINING WALL ALONG THE ALA WAI CANAL, AND FLUSH
 TU0307'WITH THE SIDEWALK.
 TU0307
 TU0307                          STATION RECOVERY (1996)
 TU0307
 TU0307'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0307'RECOVERED IN GOOD CONDITION.
 TU0307
 TU0307                          STATION RECOVERY (1999)
 TU0307
 TU0307'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0309 ***********************************************************************
 TU0309  DESIGNATION -  WAIKIKI 3 RM 2
 TU0309  PID         -  TU0309
 TU0309  STATE/COUNTY-  HI/HONOLULU
 TU0309  USGS QUAD   -  HONOLULU (1983)
 TU0309
 TU0309                         *CURRENT SURVEY CONTROL
 TU0309  ___________________________________________________________________
 TU0309* NAD 83(1986)-  21 17 07.     (N)    157 49 47.     (W)     SCALED    
 TU0309* LOCAL TIDAL -         1.069  (meters)       3.51   (feet)  ADJ UNCH  
 TU0309  ___________________________________________________________________
 TU0309  GEOID HEIGHT-          15.58  (meters)                     GEOID03
 TU0309
 TU0309  VERT ORDER  -  FIRST     CLASS II
 TU0309
 TU0309.The horizontal coordinates were scaled from a topographic map and have
 TU0309.an estimated accuracy of +/- 6 seconds.
 TU0309
 TU0309.The orthometric height was key entered from printed documents
 TU0309.and not key verified.
 TU0309
 TU0309.The geoid height was determined by GEOID03.
 TU0309
 TU0309;                    North         East    Units  Estimated Accuracy
 TU0309;SPC HI 3     -    13,140.      517,670.      MT  (+/- 180 meters Scaled)
 TU0309
 TU0309                          SUPERSEDED SURVEY CONTROL
 TU0309
 TU0309.No superseded survey control is available for this station.
 TU0309
 TU0309_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ213541(NAD 83)
 TU0309_MARKER: DR = REFERENCE MARK DISK
 TU0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0309_SP_SET: STORM DRAIN
 TU0309_STAMPING: WAIKIKI 3 NO 2 1969
 TU0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0309
 TU0309  HISTORY     - Date     Condition        Report By
 TU0309  HISTORY     - 1969     MONUMENTED       CGS
 TU0309  HISTORY     - 19961106 GOOD             USPSQD
 TU0309  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 TU0309
 TU0309                          STATION DESCRIPTION
 TU0309
 TU0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0309'IN HONOLULU.
 TU0309'AT HONOLULU, AT THE JUNCTION OF ALA WAI BOULEVARD AND NAMAHANA STREET,
 TU0309'IN THE SOUTH CORNER OF A 3 1/2- BY 6-FOOT-SQUARE STORM DRAIN, 41.85
 TU0309'FEET WEST-NORTHWEST OF THE STATION, 2.8 FEET SOUTH OF THE CENTER OF A
 TU0309'2-FOOT METAL MANHOLE COVER, 17.1 FEET SOUTHWEST OF THE NORTHEAST EDGE
 TU0309'OF A RETAINING WALL ALONG THE ALA WAI CANAL, 38.2 FEET NORTHWEST OF
 TU0309'ALA WAI NAMAHANA ST SIGN, 8.6 FEET SOUTHEAST OF A METAL LIGHT POLE,
 TU0309'1.0 FOOT NORTHEAST OF THE NORTHEAST CURB OF THE BOULEVARD.
 TU0309
 TU0309                          STATION RECOVERY (1996)
 TU0309
 TU0309'RECOVERY NOTE BY US POWER SQUADRON 1996
 TU0309'RECOVERED IN GOOD CONDITION.
 TU0309
 TU0309                          STATION RECOVERY (1999)
 TU0309
 TU0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1223 ***********************************************************************
 TU1223  DESIGNATION -  WAIKIKI LATITUDE ECC
 TU1223  PID         -  TU1223
 TU1223  STATE/COUNTY-  HI/HONOLULU
 TU1223  USGS QUAD   -  HONOLULU (1983)
 TU1223
 TU1223                         *CURRENT SURVEY CONTROL
 TU1223  ___________________________________________________________________
 TU1223* NAD 83(1993)-  21 16 41.09965(N)    157 49 52.01170(W)     ADJUSTED  
 TU1223* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1223  ___________________________________________________________________
 TU1223  EPOCH DATE  -        1993.62
 TU1223  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 TU1223  GEOID HEIGHT-          15.51  (meters)                     GEOID03
 TU1223
 TU1223  HORZ ORDER  -  THIRD
 TU1223
 TU1223.The horizontal coordinates were established by classical geodetic methods
 TU1223.and adjusted by the National Geodetic Survey in December 1998..
 TU1223.The horizontal coordinates are valid at the epoch date displayed above.
 TU1223.The epoch date for horizontal control is a decimal equivalence
 TU1223.of Year/Month/Day.
 TU1223
 TU1223.The orthometric height was scaled from a topographic map.
 TU1223
 TU1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1223
 TU1223.The geoid height was determined by GEOID03.
 TU1223
 TU1223;                    North         East     Units Scale Factor Converg.
 TU1223;SPC HI 3     -    12,345.285   517,526.222   MT  0.99999379   +0 03 40.6
 TU1223;UTM  04      - 2,353,373.289   621,260.704   MT  0.99978170   +0 25 27.2
 TU1223
 TU1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1223!SPC HI 3     -   0.99999725  x   0.99999379  =   0.99999104
 TU1223!UTM  04      -   0.99999725  x   0.99978170  =   0.99977895
 TU1223
 TU1223:                Primary Azimuth Mark                     Grid Az
 TU1223:SPC HI 3     -  PUNCHBOWL RESET                          333 37 22.0
 TU1223:UTM  04      -  PUNCHBOWL RESET                          333 15 35.4
 TU1223
 TU1223|---------------------------------------------------------------------|
 TU1223| PID    Reference Object                     Distance      Geod. Az  |
 TU1223|                                                           dddmmss.s |
 TU1223| TU1258 PUNCHBOWL RESET                     APPROX. 4.2 KM 3334102.6 |
 TU1223|---------------------------------------------------------------------|
 TU1223
 TU1223                          SUPERSEDED SURVEY CONTROL
 TU1223
 TU1223  NAD 83(1986)-  21 16 41.04886(N)    157 49 52.02080(W) AD(       ) 3
 TU1223  OLD HI      -  21 16 52.38400(N)    157 50 01.85600(W) AD(       ) 3
 TU1223
 TU1223.Superseded values are not recommended for survey control.
 TU1223.NGS no longer adjusts projects to the OLD HI datum.
 TU1223.See file dsdata.txt to determine how the superseded data were derived.
 TU1223
 TU1223_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2126153373(NAD 83)
 TU1223
 TU1223  HISTORY     - Date     Condition        Report By
 TU1223  HISTORY     - 1891     MONUMENTED       CGS
 TU1223  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1223  HISTORY     - 19951016 MARK NOT FOUND   USPSQD
 TU1223
 TU1223                          STATION DESCRIPTION
 TU1223
 TU1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (EDP)
 TU1223'POSITION REFERS TO THE TRIGONOMETRIC STATION WHICH IS 4.58
 TU1223'METERS (15.0 FEET) NORTH AND 19.38 METERS (63.6 FEET) WEST
 TU1223'OF THE COAST AND GEODETIC SURVEY LATITUDE PIER AT WAIKIKI, ABOUT
 TU1223'2 MILES SOUTHEAST OF HONOLULU, AND ABOUT 400 FEET FROM THE
 TU1223'SEASHORE.  THE LATITUDE PIER OF THE OBSERVATORY OF THE
 TU1223'INTERNATIONAL GEODETIC ASSOCIATION IS 9.45 METERS (31.0 FEET)
 TU1223'NORTH AND 9.39 METERS (30.8 FEET) WEST OF THE COAST AND
 TU1223'GEODETIC SURVEY LATITUDE PIER.
 TU1223
 TU1223                          STATION RECOVERY (1964)
 TU1223
 TU1223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1223'STATION IS GONE.  THIS LOCATION IS IN THE HEAVILY BUILT UP BEACH
 TU1223'FRONT PART OF WAIKIKI THAT IS OCCUPIED BY HOTELS.
 TU1223
 TU1223                          STATION RECOVERY (1995)
 TU1223
 TU1223'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2671 ***********************************************************************
 TU2671  DESIGNATION -  WAIKOEKOE 2 1948
 TU2671  PID         -  TU2671
 TU2671  STATE/COUNTY-  HI/HAWAII
 TU2671  USGS QUAD   -  KUKUIHAELE (1995)
 TU2671
 TU2671                         *CURRENT SURVEY CONTROL
 TU2671  ___________________________________________________________________
 TU2671* NAD 83(1993)-  20 07 33.71504(N)    155 33 47.96423(W)     ADJUSTED  
 TU2671* LOCAL TIDAL -       123.     (meters)     404.     (feet)  SCALED    
 TU2671  ___________________________________________________________________
 TU2671  EPOCH DATE  -        1993.62
 TU2671  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 TU2671  GEOID HEIGHT-          20.02  (meters)                     GEOID03
 TU2671
 TU2671  HORZ ORDER  -  SECOND
 TU2671
 TU2671.The horizontal coordinates were established by classical geodetic methods
 TU2671.and adjusted by the National Geodetic Survey in December 1998..
 TU2671.The horizontal coordinates are valid at the epoch date displayed above.
 TU2671.The epoch date for horizontal control is a decimal equivalence
 TU2671.of Year/Month/Day.
 TU2671
 TU2671.The orthometric height was scaled from a topographic map.
 TU2671
 TU2671.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2671
 TU2671.The geoid height was determined by GEOID03.
 TU2671
 TU2671;                    North         East     Units Scale Factor Converg.
 TU2671;SPC HI 1     -   143,095.514   493,378.901   MT  0.99996721   -0 01 18.4
 TU2671;UTM  05      - 2,227,491.784   232,008.325   MT  1.00048775   -0 52 57.1
 TU2671
 TU2671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2671!SPC HI 1     -   0.99997752  x   0.99996721  =   0.99994473
 TU2671!UTM  05      -   0.99997752  x   1.00048775  =   1.00046526
 TU2671
 TU2671                          SUPERSEDED SURVEY CONTROL
 TU2671
 TU2671  NAD 83(1986)-  20 07 33.70961(N)    155 33 47.96145(W) AD(       ) 2
 TU2671  OLD HI      -  20 07 44.74400(N)    155 33 57.96800(W) AD(       ) 2
 TU2671
 TU2671.Superseded values are not recommended for survey control.
 TU2671.NGS no longer adjusts projects to the OLD HI datum.
 TU2671.See file dsdata.txt to determine how the superseded data were derived.
 TU2671
 TU2671_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3200827492(NAD 83)
 TU2671
 TU2671  HISTORY     - Date     Condition        Report By
 TU2671  HISTORY     - 1948     MONUMENTED       CGS
 TU2671
 TU2671                          STATION DESCRIPTION
 TU2671
 TU2671'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TU2671'SEE STATION WAIKOEKOE 3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2672 ***********************************************************************
 TU2672  DESIGNATION -  WAIKOEKOE 3
 TU2672  PID         -  TU2672
 TU2672  STATE/COUNTY-  HI/HAWAII
 TU2672  USGS QUAD   -  KUKUIHAELE (1995)
 TU2672
 TU2672                         *CURRENT SURVEY CONTROL
 TU2672  ___________________________________________________________________
 TU2672* NAD 83(1993)-  20 07 33.48614(N)    155 33 48.87538(W)     ADJUSTED  
 TU2672* LOCAL TIDAL -       122.7    (meters)     403.     (feet)  VERT ANG  
 TU2672  ___________________________________________________________________
 TU2672  EPOCH DATE  -        1993.62
 TU2672  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 TU2672  GEOID HEIGHT-          20.02  (meters)                     GEOID03
 TU2672
 TU2672  HORZ ORDER  -  SECOND
 TU2672
 TU2672.The horizontal coordinates were established by classical geodetic methods
 TU2672.and adjusted by the National Geodetic Survey in December 1998..
 TU2672.The horizontal coordinates are valid at the epoch date displayed above.
 TU2672.The epoch date for horizontal control is a decimal equivalence
 TU2672.of Year/Month/Day.
 TU2672
 TU2672.The orthometric height was determined by vertical angle observations.
 TU2672
 TU2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2672
 TU2672.The geoid height was determined by GEOID03.
 TU2672
 TU2672;                    North         East     Units Scale Factor Converg.
 TU2672;SPC HI 1     -   143,088.485   493,352.434   MT  0.99996721   -0 01 18.8
 TU2672;UTM  05      - 2,227,485.150   231,981.742   MT  1.00048793   -0 52 57.4
 TU2672
 TU2672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2672!SPC HI 1     -   0.99997757  x   0.99996721  =   0.99994478
 TU2672!UTM  05      -   0.99997757  x   1.00048793  =   1.00046548
 TU2672
 TU2672|---------------------------------------------------------------------|
 TU2672| PID    Reference Object                     Distance      Geod. Az  |
 TU2672|                                                           dddmmss.s |
 TU2672| CN6222 WAIKOEKOE 3 RM 1                      4.555 METERS 06239     |
 TU2672| TU2671 WAIKOEKOE 2 1948                     27.385 METERS 07506     |
 TU2672| TU2676 ANUENUE 1913                        APPROX. 5.0 KM 1403439.8 |
 TU2672| CN6223 WAIKOEKOE 3 RM 2                      1.219 METERS 30618     |
 TU2672|---------------------------------------------------------------------|
 TU2672
 TU2672                          SUPERSEDED SURVEY CONTROL
 TU2672
 TU2672  NAD 83(1986)-  20 07 33.48077(N)    155 33 48.87239(W) AD(       ) 2
 TU2672  OLD HI      -  20 07 44.51500(N)    155 33 58.87900(W) AD(       ) 2
 TU2672
 TU2672.Superseded values are not recommended for survey control.
 TU2672.NGS no longer adjusts projects to the OLD HI datum.
 TU2672.See file dsdata.txt to determine how the superseded data were derived.
 TU2672
 TU2672_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3198227485(NAD 83)
 TU2672_MARKER: Z = SEE DESCRIPTION
 TU2672_SETTING: 0 = UNSPECIFIED SETTING
 TU2672
 TU2672  HISTORY     - Date     Condition        Report By
 TU2672  HISTORY     - 1948     MONUMENTED       CGS
 TU2672  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2672  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2672
 TU2672                          STATION DESCRIPTION
 TU2672
 TU2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2672'ESTABLISHED BY U.S.C. AND G.S. IN 1948 AND LOCATED ON THE NORTHERN
 TU2672'PART OF HAWAII NEAR THE TOP OF HIGH SEA BLUFF 1.5 MILES EAST OF THE
 TU2672'MOUTH OF WAIPIO VALLEY.
 TU2672'
 TU2672'THE STATION IS MARKED WITH A STANDARD DISK STAMPED WAIKOEKOE
 TU2672'3 1948 AND CEMENTED IN DRILL HOLE IN SOLID ROCK.  THE STATION
 TU2672'IS LOCATED IN A NARROW STRIP OF WASTE LAND BETWEEN THE CANELAND
 TU2672'AND SEA BLUFF.
 TU2672'
 TU2672'WAIKOEKOE 2, AN OLD H.T.S. STATION WAS FOUND.  THE TOP OF THE
 TU2672'10-INCH CIRCULAR CONCRETE MONUMENT MARKING THE STATION WAS BADLY
 TU2672'BROKEN FROM BULLETS, A TARGET PIT HAVING BEEN DUG NEAR THE
 TU2672'STATION.  LOOSE BOULDERS FROM THE PIT SURROUNDS THE STATION.
 TU2672'
 TU2672'ONE REFERENCE MARK CEMENTED IN DRILL HOLE IN SOLID ROCK WAS
 TU2672'ESTABLISHED NEAR THE STATION WAIKOEKOE 3.
 TU2672'
 TU2672'TO REACH THE STATION PROCEED WESTERLY FROM HONOKAA VILLAGE
 TU2672'ALONG THE MAIN ROAD TO WAIPIO VALLEY A DISTANCE OF ABOUT 8 MILES
 TU2672'TO THE PAVED SIDE ROAD LEADING DOWN TO KUKUIHAELE LANDING.  FOLLOW
 TU2672'THE KUKUIHAELE LANDING ROAD FOR ABOUT 1 MILE.  THE STATION
 TU2672'IS LOCATED AT THE TOP OF SEA BLUFF ON HIGH GROUND ABOUT 0.2 MILE
 TU2672'SOUTHWEST OF THE KUKUIHAELE LANDING.
 TU2672
 TU2672                          STATION RECOVERY (1966)
 TU2672
 TU2672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2672'STATION MARK AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  A
 TU2672'NEW REFERENCE MARK, NUMBER TWO, WAS ESTABLISHED.  THE CONCRETE
 TU2672'MONUMENT OF WAIKOEKOE 2 (HTS) WAS RECOVERED WITH THE TOP BROKEN
 TU2672'OPEN.  THERE WAS NO DISK, HOWEVER THE IMPRINT OF ONE COULD BE SEEN
 TU2672'ON THE REMAINING CONCRETE, SO A NEW STATION DISK WAS SET.  A
 TU2672'COMPLETE DESCRIPTION FOLLOWS--
 TU2672'
 TU2672'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF HONOKAA, 3/4 MILE
 TU2672'NORTHEAST OF KUKUIHAELE AND 1700 FEET WEST OF OLD WAREHOUSE, AT
 TU2672'ABOUT 403 FEET ELEVATION NEAR EDGE OF BLUFF ABOVE SEA, ON A KNOLL,
 TU2672'OR RISE, THAT IS COVERED WITH TALL GRASS AND BRUSH.
 TU2672'
 TU2672'TO REACH STATION FROM THE POST OFFICE IN HONOKAA, GO WEST ON
 TU2672'MAMANE ST. FOR 0.2 MILE.  TURN RIGHT AND GO 0.8 MILE ON LEHUA
 TU2672'ST. TO T-JUNCTION.  GO LEFT FOR 0.25 MILE TO A T-JUNCTION DOWN BY
 TU2672'MILL.  TURN LEFT AND GO WEST 6.35 MILES.  TAKE RIGHT FORK AND GO
 TU2672'0.5 MILE TO FORK BY OLD WAREHOUSE.  TAKE LEFT FORK AND GO 0.35
 TU2672'MILE.  TURN SHARP RIGHT AND GO NORTH 0.1 MILE TO END OF CANE
 TU2672'FIELD AND STATION ON RISE.
 TU2672'
 TU2672'STATION MARK IS A STANDARD DISK STAMPED WAIKOEKOE 3 1948,
 TU2672'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND.  IT IS 30
 TU2672'FEET NORTH OF EDGE OF CANE FIELD, 26 FEET SOUTH OF BLUFF EDGE AND
 TU2672'3-1/2 FEET WEST OF A WHITE WITNESS POST.
 TU2672'
 TU2672'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIKOEKOE 3
 TU2672'1948 NO 1, CEMENTED IN A DRILL HOLE IN A 14-INCH-DIAMETER BEDROCK
 TU2672'OUTCROP THAT PROJECTS 2 INCHES.  IT IS ALONG NORTH EDGE OF KNOLL,
 TU2672'AT BRUSH EDGE, AND IS ABOUT 4 INCHES LOWER THAN STATION MARK.
 TU2672'
 TU2672'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIKOEKOE 3
 TU2672'1948 NO 2 1966, CEMENTED IN A DRILL HOLE IN A 4-FOOT ROCK
 TU2672'PROJECTING 16 INCHES ABOVE GROUND.  IT IS ALONG NORTH EDGE OF
 TU2672'KNOLL AT BRUSH LINE AND ABOUT 6 INCHES HIGHER THAN STATION MARK.
 TU2672'
 TU2672'WAIKOEKOE 2 (HTS) 1948 IS A STANDARD DISK STAMPED WAIKOEKOE 2 HTS
 TU2672'1948 1966 SET IN THE TOP OF A 9-INCH-DIAMETER, CONCRETE MONUMENT
 TU2672'ENCASED IN SHEET IRON AND PROJECTING 18 INCHES ABOVE GROUND.  IT IS
 TU2672'10 FEET WEST OF LARGEST CLUMP OF BRUSH ON RISE, 12 FEET NORTH OF
 TU2672'EDGE OF CANE ROAD, 2-1/2 FEET SOUTH FROM THE EDGE OF AN 8-FOOT
 TU2672'CLIFF AND 1.8 FEET LOWER THAN STATION MARK.
 TU2672'
 TU2672'NOTE--DISTANCE BETWEEN REFERENCE MARKS--17.15 FEET.
 TU2672
 TU2672                          STATION RECOVERY (1978)
 TU2672
 TU2672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU2672'THE STATION WAS RECOVERED IN GOOD CONDITION.
 TU2672'
 TU2672'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2672'7 MILES NORTHWEST OF HONOKAA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2500 ***********************************************************************
 TU2500  DESIGNATION -  WAIKUKUU
 TU2500  PID         -  TU2500
 TU2500  STATE/COUNTY-  HI/HAWAII
 TU2500  USGS QUAD   -  KAULUOA POINT (1996)
 TU2500
 TU2500                         *CURRENT SURVEY CONTROL
 TU2500  ___________________________________________________________________
 TU2500* NAD 83(1993)-  19 18 29.69195(N)    155 52 24.25869(W)     ADJUSTED  
 TU2500* LOCAL TIDAL -       381.     (meters)    1250.     (feet)  VERT ANG  
 TU2500  ___________________________________________________________________
 TU2500  EPOCH DATE  -        1993.62
 TU2500  LAPLACE CORR-          26.34  (seconds)                    DEFLEC99
 TU2500  GEOID HEIGHT-          19.93  (meters)                     GEOID03
 TU2500
 TU2500  HORZ ORDER  -  THIRD
 TU2500
 TU2500.The horizontal coordinates were established by classical geodetic methods
 TU2500.and adjusted by the National Geodetic Survey in December 1998..
 TU2500.The horizontal coordinates are valid at the epoch date displayed above.
 TU2500.The epoch date for horizontal control is a decimal equivalence
 TU2500.of Year/Month/Day.
 TU2500
 TU2500.The orthometric height was determined by vertical angle observations.
 TU2500.No vertical observational check was made to the station.
 TU2500
 TU2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2500
 TU2500.The geoid height was determined by GEOID03.
 TU2500
 TU2500;                    North         East     Units Scale Factor Converg.
 TU2500;SPC HI 1     -    52,610.196   460,757.470   MT  0.99998569   -0 07 24.5
 TU2500;UTM  05      - 2,137,440.056   198,036.068   MT  1.00072727   -0 57 02.9
 TU2500
 TU2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2500!SPC HI 1     -   0.99993698  x   0.99998569  =   0.99992267
 TU2500!UTM  05      -   0.99993698  x   1.00072727  =   1.00066420
 TU2500
 TU2500:                Primary Azimuth Mark                     Grid Az
 TU2500:SPC HI 1     -  KIPAHOEHOE                               191 18 12.5
 TU2500:UTM  05      -  KIPAHOEHOE                               192 07 50.9
 TU2500
 TU2500|---------------------------------------------------------------------|
 TU2500| PID    Reference Object                     Distance      Geod. Az  |
 TU2500|                                                           dddmmss.s |
 TU2500| TU2505 KIPAHOEHOE                          APPROX. 6.5 KM 1911048.0 |
 TU2500|---------------------------------------------------------------------|
 TU2500
 TU2500                          SUPERSEDED SURVEY CONTROL
 TU2500
 TU2500  NAD 83(1986)-  19 18 29.68877(N)    155 52 24.29543(W) AD(       ) 3
 TU2500  OLD HI      -  19 18 41.51300(N)    155 52 33.77500(W) AD(       ) 3
 TU2500
 TU2500.Superseded values are not recommended for survey control.
 TU2500.NGS no longer adjusts projects to the OLD HI datum.
 TU2500.See file dsdata.txt to determine how the superseded data were derived.
 TU2500
 TU2500_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QJB9803637440(NAD 83)
 TU2500
 TU2500  HISTORY     - Date     Condition        Report By
 TU2500  HISTORY     - UNK      MONUMENTED
 TU2500  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2500
 TU2500                          STATION DESCRIPTION
 TU2500
 TU2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2500'THIS STATION WAS ESTABLISHED BY THE HAWAII GOVERNMENT SURVEY AND
 TU2500'WAS ORIGINALLY MARKED BY A BRASS SHOTGUN SHELL DRIVEN INTO A
 TU2500'DRILL HOLE IN LAVA ROCK WITH FOUR REFERENCE MARKS, CROSSES CUT
 TU2500'IN ROCK, EAST 2.75 FEET, SOUTH 3.50 FEET, WEST 4.00 FEET AND
 TU2500'NORTH 8.75 FEET FROM THE STATION.
 TU2500'
 TU2500'A TIE WAS CALCULATED FROM WAIKAKUU 2 (1948) ABOUT 296 FEET
 TU2500'DISTANT AND A THOROUGH SEARCH FOR THE STATION MARK AS WELL AS THE
 TU2500'TIE MARKS WAS MADE, BUT NONE COULD BE FOUND.  THE VICINITY IS
 TU2500'OVERGROWN WITH GUAVA, THE ENTANGLED ROOTS OF WHICH MAKE IT
 TU2500'DIFFICULT TO FIND ANY OF THE MARKS.  THE STATION SHOULD BE
 TU2500'CONSIDERED LOST UNLESS SOME SURVEY DATA FROM NEARBY KNOWN MARKS
 TU2500'CAN BE FOUND TO LOCATE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3124 ***********************************************************************
 TU3124  DESIGNATION -  WAIKULU 2
 TU3124  PID         -  TU3124
 TU3124  STATE/COUNTY-  HI/MAUI
 TU3124  USGS QUAD   -  NAPILI (1997)
 TU3124
 TU3124                         *CURRENT SURVEY CONTROL
 TU3124  ___________________________________________________________________
 TU3124* NAD 83(1993)-  20 57 50.43971(N)    156 37 59.62340(W)     ADJUSTED  
 TU3124* LOCAL TIDAL -       434.3    (meters)    1425.     (feet)  VERT ANG  
 TU3124  ___________________________________________________________________
 TU3124  EPOCH DATE  -        1993.62
 TU3124  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 TU3124  GEOID HEIGHT-          15.98  (meters)                     GEOID03
 TU3124
 TU3124  HORZ ORDER  -  FIRST
 TU3124
 TU3124.The horizontal coordinates were established by classical geodetic methods
 TU3124.and adjusted by the National Geodetic Survey in December 1998..
 TU3124.The horizontal coordinates are valid at the epoch date displayed above.
 TU3124.The epoch date for horizontal control is a decimal equivalence
 TU3124.of Year/Month/Day.
 TU3124
 TU3124.The orthometric height was determined by vertical angle observations.
 TU3124
 TU3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3124
 TU3124.The geoid height was determined by GEOID03.
 TU3124
 TU3124;                    North         East     Units Scale Factor Converg.
 TU3124;SPC HI 2     -    69,821.941   503,477.273   MT  0.99996682   +0 00 43.1
 TU3124;UTM  04      - 2,319,983.855   746,087.070   MT  1.00034845   +0 50 50.0
 TU3124
 TU3124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3124!SPC HI 2     -   0.99992923  x   0.99996682  =   0.99989605
 TU3124!UTM  04      -   0.99992923  x   1.00034845  =   1.00027766
 TU3124
 TU3124|---------------------------------------------------------------------|
 TU3124| PID    Reference Object                     Distance      Geod. Az  |
 TU3124|                                                           dddmmss.s |
 TU3124| CN6225 WAIKULU 2 RM 2                        7.650 METERS 01010     |
 TU3124| TU3128 HONO 1931                           APPROX. 6.4 KM 2451709.1 |
 TU3124| CN6224 WAIKULU 2 RM 1                        5.558 METERS 28725     |
 TU3124| TU3125 SURVEY MARK NR WAIKULU 2 1950         4.955 METERS 30309     |
 TU3124| TU3282 HAWEA POINT LIGHT                   APPROX. 5.5 KM 3212506.6 |
 TU3124|---------------------------------------------------------------------|
 TU3124
 TU3124                          SUPERSEDED SURVEY CONTROL
 TU3124
 TU3124  NAD 83(1986)-  20 57 50.39532(N)    156 37 59.59906(W) AD(       ) 1
 TU3124  OLD HI      -  20 58 01.96100(N)    156 38 09.77600(W) AD(       ) 1
 TU3124
 TU3124.Superseded values are not recommended for survey control.
 TU3124.NGS no longer adjusts projects to the OLD HI datum.
 TU3124.See file dsdata.txt to determine how the superseded data were derived.
 TU3124
 TU3124_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4608719984(NAD 83)
 TU3124_MARKER: Z = SEE DESCRIPTION
 TU3124_SETTING: 0 = UNSPECIFIED SETTING
 TU3124
 TU3124  HISTORY     - Date     Condition        Report By
 TU3124  HISTORY     - 1950     MONUMENTED       CGS
 TU3124  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3124
 TU3124                          STATION DESCRIPTION
 TU3124
 TU3124'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3124'THE STATION IS LOCATED ON THE SUMMIT OF A LOW, BRUSH COVERED,
 TU3124'KNOLL WHICH LIES, IN PASTURE LAND, ABOUT 7 MILES NORTHEAST OF
 TU3124'LAHAINA, ABOUT 4.5 MILES SOUTH OF LIPOA POINT, ABOUT 3.5 MILES
 TU3124'EAST OF MAHINAHINA POINT, ABOUT 0.15 MILE SOUTH OF A TRACK ROAD
 TU3124'AND 75 FEET NORTHEAST OF A WIRE FENCE.
 TU3124'
 TU3124'TO REACH FROM THE COURTHOUSE IN LAHAINA.  GO NORTHWEST, ON THE
 TU3124'ROAD WHICH LEADS TOWARD HONOLUA, FOR 9.0 MILES.  TURN RIGHT,
 TU3124'ONTO A DIRT ROAD, AND GO EASTERLY THROUGH THE PINEAPPLE FIELDS,
 TU3124'FOR 1.15 MILES.  PASS TO THE RIGHT HAND SIDE OF A SMALL SHACK
 TU3124'AND CONTINUE, EASTERLY, FOR 0.65 MILE.  TURN LEFT AND GO
 TU3124'NORTHERLY FOR 0.45 MILE.  TURN RIGHT, ONTO A DIM TRACK ROAD, AND
 TU3124'FOLLOW UP GRADE FOR 0.35 MILE.  PASS THROUGH A BOARD GATE AND
 TU3124'CONTINUE UP GRADE FOR 0.5 MILE TO A BOARD GATE ON THE RIGHT.
 TU3124'TURN LEFT AND FOLLOW THE CLEARED ROAD, EASTERLY, FOR 0.5 MILE TO
 TU3124'THE CREST OF A LOW RIDGE.  TURN RIGHT AND GO SOUTHWEST, ACROSS
 TU3124'COUNTRY, FOR 0.15 MILE TO THE SUMMIT OF THE LOW KNOLL AND THE
 TU3124'STATION.
 TU3124'
 TU3124'THE STATION IS A STANDARD DISK, STAMPED WAIKULU 2 1950, BRAZED
 TU3124'TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS ABOUT 1 FOOT.
 TU3124'
 TU3124'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WAIKULU NO
 TU3124'1 1950, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU3124'ABOUT 1 FOOT.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE
 TU3124'STATION.
 TU3124'
 TU3124'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WAIKULU NO
 TU3124'2 1950, BRAZED TO THE TOP OF A 2-1/2 INCH IRON PIPE WHICH PROJECTS
 TU3124'ABOUT 1 FOOT.  IT IS LOCATED AT ABOUT THE SAME ELEVATION AS THE
 TU3124'STATION.
 TU3124'
 TU3124'THE SURVEY MARK IS THE TOP AND CENTER OF A 2-1/2 INCH IRON PIPE
 TU3124'WHICH PROJECTS ABOUT 1 FOOT.  IT IS LOCATED AT ABOUT THE SAME
 TU3124'ELEVATION AS THE STATION.
 TU3124
 TU3124                          STATION RECOVERY (1969)
 TU3124
 TU3124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3124'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3124'WITNESS POST WAS SET.  A COMPLETE DESCRIPTION FOLLOWS--
 TU3124'
 TU3124'STATION IS LOCATED ABOUT 6-3/4 MILES NORTH-NORTHEAST OF LAHAINA
 TU3124'AND 3 MILES EAST-NORTHEAST OF THE SEA-COAST, NEAR THE UPPER END
 TU3124'OF THE PINEAPPLE FIELDS, ON A ROUNDED, GRASSY HILL OF ABOUT 1425
 TU3124'FEET ELEVATION, ALONG THE NORTHEAST SIDE OF KAOPALA GULCH.
 TU3124'
 TU3124'TO REACH STATION FROM THE POST OFFICE IN LAHAINA, GO NORTHEAST ON
 TU3124'PAPALUAU STREET FOR 0.2 MILE.  TURN LEFT AND GO NORTHERLY ON
 TU3124'STATE HIGHWAY 30 FOR 7.0 MILES TO SIDE ROAD RIGHT, AT POWER POLE
 TU3124'NO. 67.  GO RIGHT FOR 50 YARDS TO PRIVATE PINEAPPLE FIELD
 TU3124'CROSSROAD.  CONTINUE AHEAD, KEEPING ALONG RIGHT SIDE OF PINEAPPLE
 TU3124'FIELDS, FOR 3.2 MILES TO TOP OF GRADE AT EDGE OF PINEAPPLE
 TU3124'FIELD.  TURN RIGHT AND GO 0.05 MILE TO STATION IN GRASSY AREA.
 TU3124'
 TU3124'STATION MARK IS A STANDARD DISK STAMPED WAIKULU 2 1950, BRAZED
 TU3124'TO THE TOP OF A 2-1/2-INCH IRON PIPE THAT PROJECTS 10 INCHES
 TU3124'FROM GROUND.  IT IS ABOUT 600 FEET WEST-NORTHWEST FROM THE UPPER
 TU3124'BOUNDARY FENCE OF THE PINEAPPLE LAND, 75 YARDS SOUTHWEST OF EDGE
 TU3124'OF PINEAPPLE FIELD, AND 3 FEET NORTHWEST OF A WHITE WITNESS POST.
 TU3124'
 TU3124'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIKULU 2
 TU3124'NO 1 1950, BRAZED TO THE TOP OF A 2-1/2-INCH IRON PIPE THAT
 TU3124'PROJECTS 10 INCHES FROM GROUND.  IT IS 5.1 FEET SOUTH OF THE
 TU3124'SURVEY PIPE AND 14 INCHES LOWER THAN STATION MARK.
 TU3124'
 TU3124'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIKULU 2
 TU3124'NO 2 1950, BRAZED TO THE TOP OF A 2-1/2-INCH IRON PIPE THAT
 TU3124'PROJECTS 12 INCHES FROM GROUND AND IS AT ABOUT SAME ELEVATION
 TU3124'AS STATION MARK.
 TU3124'
 TU3124'SURVEY PIPE IS A BADLY-RUSTED, 2-3/4-INCH IRON PIPE, PROJECTING
 TU3124'2 FEET FROM GROUND, AND IS AT ABOUT SAME ELEVATION AS STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3123 ***********************************************************************
 TU3123  DESIGNATION -  WAIKULU HIGS
 TU3123  PID         -  TU3123
 TU3123  STATE/COUNTY-  HI/MAUI
 TU3123  USGS QUAD   -  NAPILI (1997)
 TU3123
 TU3123                         *CURRENT SURVEY CONTROL
 TU3123  ___________________________________________________________________
 TU3123* NAD 83(1993)-  20 57 50.73826(N)    156 37 59.53816(W)     ADJUSTED  
 TU3123* LOCAL TIDAL -       434.     (meters)    1424.     (feet)  SCALED    
 TU3123  ___________________________________________________________________
 TU3123  EPOCH DATE  -        1993.62
 TU3123  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 TU3123  GEOID HEIGHT-          15.98  (meters)                     GEOID03
 TU3123
 TU3123  HORZ ORDER  -  THIRD
 TU3123
 TU3123.The horizontal coordinates were established by classical geodetic methods
 TU3123.and adjusted by the National Geodetic Survey in December 1998..
 TU3123.The horizontal coordinates are valid at the epoch date displayed above.
 TU3123.The epoch date for horizontal control is a decimal equivalence
 TU3123.of Year/Month/Day.
 TU3123
 TU3123.The orthometric height was scaled from a topographic map.
 TU3123
 TU3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3123
 TU3123.The geoid height was determined by GEOID03.
 TU3123
 TU3123;                    North         East     Units Scale Factor Converg.
 TU3123;SPC HI 2     -    69,831.123   503,479.734   MT  0.99996682   +0 00 43.1
 TU3123;UTM  04      - 2,319,993.076   746,089.397   MT  1.00034846   +0 50 50.0
 TU3123
 TU3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3123!SPC HI 2     -   0.99992928  x   0.99996682  =   0.99989610
 TU3123!UTM  04      -   0.99992928  x   1.00034846  =   1.00027771
 TU3123
 TU3123:                Primary Azimuth Mark                     Grid Az
 TU3123:SPC HI 2     -  KEAHIKAUO                                077 29 25.8
 TU3123:UTM  04      -  KEAHIKAUO                                076 39 18.9
 TU3123
 TU3123|---------------------------------------------------------------------|
 TU3123| PID    Reference Object                     Distance      Geod. Az  |
 TU3123|                                                           dddmmss.s |
 TU3123| TU3065 KEAHIKAUO                           APPROX. 2.8 KM 0773008.9 |
 TU3123| TU3066 KEKAALAAU                           APPROX. 2.3 KM 1125130.6 |
 TU3123| TU3108 MANINI                              APPROX. 4.2 KM 2030016.9 |
 TU3123|---------------------------------------------------------------------|
 TU3123
 TU3123                          SUPERSEDED SURVEY CONTROL
 TU3123
 TU3123  NAD 83(1986)-  20 57 50.69384(N)    156 37 59.51380(W) AD(       ) 4
 TU3123  OLD HI      -  20 58 02.27600(N)    156 38 09.68900(W) AD(       ) 3
 TU3123
 TU3123.Superseded values are not recommended for survey control.
 TU3123.NGS no longer adjusts projects to the OLD HI datum.
 TU3123.See file dsdata.txt to determine how the superseded data were derived.
 TU3123
 TU3123_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ4608919993(NAD 83)
 TU3123_MARKER: W = UNMONUMENTED
 TU3123_SETTING: 0 = UNSPECIFIED SETTING
 TU3123
 TU3123  HISTORY     - Date     Condition        Report By
 TU3123  HISTORY     - 1882     MONUMENTED       HIGS
 TU3123  HISTORY     - 1950     MARK NOT FOUND   CGS
 TU3123  HISTORY     - 1969     MARK NOT FOUND   CGS
 TU3123
 TU3123                          STATION DESCRIPTION
 TU3123
 TU3123'DESCRIBED BY HAWAII GEODETIC SURVEY 1882
 TU3123'IN NORTHWESTERN PART OF WEST MAUI, ON A HILL IN THE CENTRAL PART
 TU3123'OF KAANAPALI DISTRICT, ABOUT 5 KILOMETERS FROM THE WEST COAST AND
 TU3123'5,525 METERS SOUTHEAST OF HAWEA ON THE NORTHWEST CAPE OF
 TU3123'MAUI.  MARK, NO RECORD.
 TU3123
 TU3123                          STATION RECOVERY (1950)
 TU3123
 TU3123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3123'THE ORIGINAL STATION WAS NOT RECOVERED.  AN IRON PIPE 2-1/2 INCHES
 TU3123'IN DIAMETER AND PROJECTING 1 FOOT WAS FOUND NEAR THE SUMMIT OF THE
 TU3123'HILL BUT ITS POSITION FAILED TO CHECK THE ORIGINAL POSITION OF
 TU3123'THIS STATION.  SEVERAL DAYS WAS SPENT IN SEARCHING FOR THIS
 TU3123'STATION AND IT IS PRESUMED TO BE LOST.  A NEW STATION, STAMPED
 TU3123'WAIKULU 2, WAS ESTABLISHED AND THE IRON PIPE, OF DOUBTFUL
 TU3123'ORIGIN, WAS LOCATED BY DISTANCE AND DIRECTION.
 TU3123
 TU3123                          STATION RECOVERY (1969)
 TU3123
 TU3123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3123'NO PREVIOUS RECORD OF HOW THIS STATION WAS MARKED.  AN INVERSE WAS
 TU3123'COMPUTED FROM WAIKULU 2 1950 AND CONSIDERABLE DIGGING DONE AT THE
 TU3123'POINT DETERMINED, BUT NOTHING WAS FOUND.  THE MARK IS BELIEVED
 TU3123'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2922 ***********************************************************************
 TU2922  DESIGNATION -  WAILEA
 TU2922  PID         -  TU2922
 TU2922  STATE/COUNTY-  HI/MAUI
 TU2922  USGS QUAD   -  MAKENA (1995)
 TU2922
 TU2922                         *CURRENT SURVEY CONTROL
 TU2922  ___________________________________________________________________
 TU2922* NAD 83(1993)-  20 40 39.51488(N)    156 26 39.60815(W)     ADJUSTED  
 TU2922* LOCAL TIDAL -                                                        
 TU2922  ___________________________________________________________________
 TU2922  EPOCH DATE  -        1993.62
 TU2922  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 TU2922  GEOID HEIGHT-          16.65  (meters)                     GEOID03
 TU2922
 TU2922  HORZ ORDER  -  THIRD
 TU2922
 TU2922.The horizontal coordinates were established by classical geodetic methods
 TU2922.and adjusted by the National Geodetic Survey in December 1998..
 TU2922.The horizontal coordinates are valid at the epoch date displayed above.
 TU2922.The epoch date for horizontal control is a decimal equivalence
 TU2922.of Year/Month/Day.
 TU2922
 TU2922
 TU2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2922
 TU2922.The geoid height was determined by GEOID03.
 TU2922
 TU2922;                    North         East     Units Scale Factor Converg.
 TU2922;SPC HI 2     -    38,133.354   523,164.389   MT  0.99997330   +0 04 42.6
 TU2922;UTM  04      - 2,288,569.840   766,239.980   MT  1.00047611   +0 54 10.7
 TU2922
 TU2922                          SUPERSEDED SURVEY CONTROL
 TU2922
 TU2922  NAD 83(1986)-  20 40 39.48545(N)    156 26 39.59845(W) AD(       ) 4
 TU2922  OLD HI      -  20 40 50.91000(N)    156 26 49.77000(W) AD(       ) 3
 TU2922
 TU2922.Superseded values are not recommended for survey control.
 TU2922.NGS no longer adjusts projects to the OLD HI datum.
 TU2922.See file dsdata.txt to determine how the superseded data were derived.
 TU2922
 TU2922_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6624088570(NAD 83)
 TU2922
 TU2922  HISTORY     - Date     Condition        Report By
 TU2922  HISTORY     - 1904     MONUMENTED       CGS
 TU2922
 TU2922                          STATION DESCRIPTION
 TU2922
 TU2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1904
 TU2922'SEE STATION HUNT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2789 ***********************************************************************
 TU2789  DESIGNATION -  WAILUA IKI
 TU2789  PID         -  TU2789
 TU2789  STATE/COUNTY-  HI/MAUI
 TU2789  USGS QUAD   -  KEANAE (1983)
 TU2789
 TU2789                         *CURRENT SURVEY CONTROL
 TU2789  ___________________________________________________________________
 TU2789* NAD 83(1993)-  20 50 17.20653(N)    156 07 37.35974(W)     ADJUSTED  
 TU2789* LOCAL TIDAL -       116.     (meters)     381.     (feet)  SCALED    
 TU2789  ___________________________________________________________________
 TU2789  EPOCH DATE  -        1993.62
 TU2789  LAPLACE CORR-         -11.26  (seconds)                    DEFLEC99
 TU2789  GEOID HEIGHT-          14.97  (meters)                     GEOID03
 TU2789
 TU2789  HORZ ORDER  -  THIRD
 TU2789
 TU2789.The horizontal coordinates were established by classical geodetic methods
 TU2789.and adjusted by the National Geodetic Survey in December 1998..
 TU2789.The horizontal coordinates are valid at the epoch date displayed above.
 TU2789.The epoch date for horizontal control is a decimal equivalence
 TU2789.of Year/Month/Day.
 TU2789
 TU2789.The orthometric height was scaled from a topographic map.
 TU2789
 TU2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2789
 TU2789.The geoid height was determined by GEOID03.
 TU2789
 TU2789;                    North         East     Units Scale Factor Converg.
 TU2789;SPC HI 2     -    55,977.226   556,163.771   MT  1.00000563   +0 11 31.1
 TU2789;UTM  04      - 2,306,899.511   798,997.858   MT  1.00070498   +1 01 21.9
 TU2789
 TU2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2789!SPC HI 2     -   0.99997941  x   1.00000563  =   0.99998504
 TU2789!UTM  04      -   0.99997941  x   1.00070498  =   1.00068438
 TU2789
 TU2789:                Primary Azimuth Mark                     Grid Az
 TU2789:SPC HI 2     -  KALIAE                                   107 05 25.3
 TU2789:UTM  04      -  KALIAE                                   106 15 34.5
 TU2789
 TU2789|---------------------------------------------------------------------|
 TU2789| PID    Reference Object                     Distance      Geod. Az  |
 TU2789|                                                           dddmmss.s |
 TU2789| TU2787 KALIAE                              APPROX. 0.5 KM 1071656.4 |
 TU2789| TU2790 PAUWALU 1877                        APPROX. 2.3 KM 3481842.8 |
 TU2789|---------------------------------------------------------------------|
 TU2789
 TU2789                          SUPERSEDED SURVEY CONTROL
 TU2789
 TU2789  NAD 83(1986)-  20 50 17.17109(N)    156 07 37.36856(W) AD(       ) 3
 TU2789  OLD HI      -  20 50 28.83000(N)    156 07 47.68000(W) AD(       ) 3
 TU2789
 TU2789.Superseded values are not recommended for survey control.
 TU2789.NGS no longer adjusts projects to the OLD HI datum.
 TU2789.See file dsdata.txt to determine how the superseded data were derived.
 TU2789
 TU2789_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ9899806900(NAD 83)
 TU2789_MARKER: W = UNMONUMENTED
 TU2789_SETTING: 0 = UNSPECIFIED SETTING
 TU2789
 TU2789  HISTORY     - Date     Condition        Report By
 TU2789  HISTORY     - 1912     MONUMENTED       HIGS
 TU2789
 TU2789                          STATION DESCRIPTION
 TU2789
 TU2789'DESCRIBED BY HAWAII GEODETIC SURVEY 1912
 TU2789'ON NORTHEAST COAST OF MAUI, ON RIDGE EAST OF WAILUA RIVER, A LITTLE
 TU2789'MAUKA (INLAND) OF THE GOVERNMENT ROAD.  MARKED BY REDWOOD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3038 ***********************************************************************
 TU3038  DESIGNATION -  WAILUKU 1899
 TU3038  PID         -  TU3038
 TU3038  STATE/COUNTY-  HI/MAUI
 TU3038  USGS QUAD   -  WAILUKU (1997)
 TU3038
 TU3038                         *CURRENT SURVEY CONTROL
 TU3038  ___________________________________________________________________
 TU3038* NAD 83(1993)-  20 53 47.46784(N)    156 29 25.63447(W)     ADJUSTED  
 TU3038* LOCAL TIDAL -        61.     (meters)     200.     (feet)  SCALED    
 TU3038  ___________________________________________________________________
 TU3038  EPOCH DATE  -        1993.62
 TU3038  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 TU3038  GEOID HEIGHT-          15.95  (meters)                     GEOID03
 TU3038
 TU3038  HORZ ORDER  -  THIRD
 TU3038
 TU3038.The horizontal coordinates were established by classical geodetic methods
 TU3038.and adjusted by the National Geodetic Survey in December 1998..
 TU3038.The horizontal coordinates are valid at the epoch date displayed above.
 TU3038.The epoch date for horizontal control is a decimal equivalence
 TU3038.of Year/Month/Day.
 TU3038
 TU3038.The orthometric height was scaled from a topographic map.
 TU3038
 TU3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3038
 TU3038.The geoid height was determined by GEOID03.
 TU3038
 TU3038;                    North         East     Units Scale Factor Converg.
 TU3038;SPC HI 2     -    62,359.409   518,332.908   MT  0.99997082   +0 03 46.3
 TU3038;UTM  04      - 2,312,735.257   761,056.135   MT  1.00044229   +0 53 44.2
 TU3038
 TU3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3038!SPC HI 2     -   0.99998790  x   0.99997082  =   0.99995873
 TU3038!UTM  04      -   0.99998790  x   1.00044229  =   1.00043019
 TU3038
 TU3038                          SUPERSEDED SURVEY CONTROL
 TU3038
 TU3038  NAD 83(1986)-  20 53 47.42791(N)    156 29 25.62021(W) AD(       ) 3
 TU3038  OLD HI      -  20 53 58.98000(N)    156 29 35.78300(W) AD(       ) 3
 TU3038
 TU3038.Superseded values are not recommended for survey control.
 TU3038.NGS no longer adjusts projects to the OLD HI datum.
 TU3038.See file dsdata.txt to determine how the superseded data were derived.
 TU3038
 TU3038_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6105612735(NAD 83)
 TU3038
 TU3038  HISTORY     - Date     Condition        Report By
 TU3038  HISTORY     - 1899     MONUMENTED       CGS
 TU3038  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3038  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3038  HISTORY     - 19990723 MARK NOT FOUND   USPSQD
 TU3038
 TU3038                          STATION DESCRIPTION
 TU3038
 TU3038'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3038'ON THE NORTHWEST COAST OF MAUI, IN WAILUKU DISTRICT, ON THE SAND
 TU3038'STONE RIDGE ON THE EAST SIDE OF IAO VALLEY, ABOUT 465 METERS
 TU3038'SOUTHWEST FROM THE REAR RANGE DAY BEACON WHICH IS ON THE SAME
 TU3038'RIDGE.  THE STATION IS A LITTLE RISE IN THE RIDGE, AND IS MARKED
 TU3038'BY A BRONZE NAIL DRIVEN INTO THE SANDSTONE, AND COVERED WITH
 TU3038'A SMALL CAIRN OF STONES.
 TU3038'
 TU3038'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  IT HAS BEEN DESTROYED
 TU3038'BY GRADING FOR A BUILDING.
 TU3038
 TU3038                          STATION RECOVERY (1968)
 TU3038
 TU3038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3038'STATION IS GONE.  THIS RIDGE NOW HAS HOMES ON IT.
 TU3038
 TU3038                          STATION RECOVERY (1999)
 TU3038
 TU3038'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3049 ***********************************************************************
 TU3049  DESIGNATION -  WAILUKU 1907
 TU3049  PID         -  TU3049
 TU3049  STATE/COUNTY-  HI/MAUI
 TU3049  USGS QUAD   -  WAILUKU (1997)
 TU3049
 TU3049                         *CURRENT SURVEY CONTROL
 TU3049  ___________________________________________________________________
 TU3049* NAD 83(1993)-  20 54 07.47567(N)    156 30 05.48238(W)     ADJUSTED  
 TU3049* LOCAL TIDAL -        99.73   (meters)     327.2    (feet)  LEVELING  
 TU3049  ___________________________________________________________________
 TU3049  EPOCH DATE  -        1993.62
 TU3049  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 TU3049  GEOID HEIGHT-          15.98  (meters)                     GEOID03
 TU3049
 TU3049  HORZ ORDER  -  SECOND
 TU3049  VERT ORDER  -  THIRD ?
 TU3049
 TU3049.The horizontal coordinates were established by classical geodetic methods
 TU3049.and adjusted by the National Geodetic Survey in December 1998..
 TU3049.The horizontal coordinates are valid at the epoch date displayed above.
 TU3049.The epoch date for horizontal control is a decimal equivalence
 TU3049.of Year/Month/Day.
 TU3049
 TU3049.The orthometric height was determined by differential leveling.
 TU3049.The vertical network tie was performed by a horz. field party for horz.
 TU3049.obs reductions. Reset procedures were used to establish the elevation.
 TU3049
 TU3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3049
 TU3049.The geoid height was determined by GEOID03.
 TU3049
 TU3049;                    North         East     Units Scale Factor Converg.
 TU3049;SPC HI 2     -    62,973.495   517,180.684   MT  0.99997031   +0 03 32.1
 TU3049;UTM  04      - 2,313,332.809   759,894.563   MT  1.00043481   +0 53 30.8
 TU3049
 TU3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3049!SPC HI 2     -   0.99998181  x   0.99997031  =   0.99995212
 TU3049!UTM  04      -   0.99998181  x   1.00043481  =   1.00041662
 TU3049
 TU3049:                Primary Azimuth Mark                     Grid Az
 TU3049:SPC HI 2     -  KAHULUI MAUI PINEAPPLE CO TANK           121 42 41.1
 TU3049:UTM  04      -  KAHULUI MAUI PINEAPPLE CO TANK           120 52 42.4
 TU3049
 TU3049|---------------------------------------------------------------------|
 TU3049| PID    Reference Object                     Distance      Geod. Az  |
 TU3049|                                                           dddmmss.s |
 TU3049| TU3025 KAHULUI MAUI PINEAPPLE CO TANK      APPROX. 3.4 KM 1214613.2 |
 TU3049| TU3034 KAHULUI RADIO STA KMVI MAST         APPROX. 2.3 KM 1351644.9 |
 TU3049| TU3051 WAILUKU KAAHUMANU CH SPIRE          APPROX. 1.8 KM 1920512.5 |
 TU3049|---------------------------------------------------------------------|
 TU3049
 TU3049                          SUPERSEDED SURVEY CONTROL
 TU3049
 TU3049  NAD 83(1986)-  20 54 07.43519(N)    156 30 05.46774(W) AD(       ) 2
 TU3049  OLD HI      -  20 54 18.99100(N)    156 30 15.62700(W) AD(       ) 2
 TU3049
 TU3049.Superseded values are not recommended for survey control.
 TU3049.NGS no longer adjusts projects to the OLD HI datum.
 TU3049.See file dsdata.txt to determine how the superseded data were derived.
 TU3049
 TU3049_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5989513333(NAD 83)
 TU3049
 TU3049  HISTORY     - Date     Condition        Report By
 TU3049  HISTORY     - 1907     MONUMENTED       CGS
 TU3049  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3049  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3049
 TU3049                          STATION DESCRIPTION
 TU3049
 TU3049'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3049'LOCATED ON THE NORTH COAST OF CENTRAL MAUI, WAILUKU DISTRICT,
 TU3049'ABOUT 1 MILE, AIRLINE, NORTH OF THE TOWN OF WAILUKU, ON THE HIGHEST
 TU3049'POINT ON THE RANGE OF SAND HILLS EAST OF THE WAILUKU-WAIHEE ROAD,
 TU3049'ABOUT 1200 FEET NORTH OF ANGLE IN PUUOHALA ROAD.
 TU3049'
 TU3049'STATION WAS ESTABLISHED IN 1907 BY S.M. KANAKANUI, AND MARKED
 TU3049'WITH A 2-1/2 INCH GALVANIZED PIPE SET IN SANDSTONE ROCK WITH 6
 TU3049'INCHES PROJECTING ABOVE THE SURFACE.  IT WAS REMARKED IN 1929 BY
 TU3049'V.S. SEWARD WITH A 3/4 INCH GALVANIZED PIPE SET IN CONCRETE
 TU3049'PIER.  TOP OF PIER FIVE INCHES BELOW SURFACE OF GROUND AND
 TU3049'COVERED WITH ONE INCH OF SOIL.  OVER WHICH WAS BUILT A TYPE B
 TU3049'HAWAII TERRITORY SURVEY MONUMENT.  THE CENTER OF THE PIPE
 TU3049'TARGET HOLDER WAS USED AS THE STATION.
 TU3049'
 TU3049'TO REACH FROM THE INTERSECTION OF MAIN AND MARKET STREETS IN
 TU3049'WAILUKU--GO NORTH ON MARKET STREET TOWARD WAIHEE FOR 1.0 MILE, TURN
 TU3049'RIGHT ON PLANTATION ROAD AND GO 0.05 MILES, TURN LEFT AND GO 0.1
 TU3049'MILE.  FROM HERE PACK EAST UP SLOPE TO TOP OF RIDGE AND STATION.
 TU3049
 TU3049                          STATION RECOVERY (1968)
 TU3049
 TU3049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3049'STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 1 MILE
 TU3049'NORTH OF WAILUKU, 1500 FEET NORTH-NORTHEAST OF MILL RESERVOIR, 400
 TU3049'FEET EAST OF KAHEKILI HIGHWAY, AND ON THE HIGHEST POINT OF THE SAND
 TU3049'HILLS ALONG THE EAST SIDE OF KAHEKILI HIGHWAY, AT ABOUT 327 FEET
 TU3049'ELEVATION.
 TU3049'
 TU3049'TO REACH STATION FROM THE INTERSECTION OF MAIN AND MARKET STREETS
 TU3049'IN WAILUKU, GO NORTH ON MARKET ST. FOR 0.5 MILE TO CROSSROAD IN
 TU3049'HAPPY VALLEY.  CONTINUE AHEAD, ON KAHEKILI HIGHWAY, FOR 0.45 MILE
 TU3049'TO CROSSROAD.  TURN RIGHT AND GO 0.05 MILE TO CROSSROAD.  TURN LEFT
 TU3049'AND GO NORTH ALONG BASE OF HILLS FOR 0.15 MILE TO END OF TRUCK
 TU3049'TRAVEL.  PACK UPHILL ABOUT 150 YARDS TO TOP AND STATION.
 TU3049'
 TU3049'STATION IS MARKED BY A TYPE B SIGNAL, WITH THE 6 X 6-FOOT,
 TU3049'CONCRETE PLATFORM FLUSH WITH GROUND.  A RED AND WHITE METAL TARGET
 TU3049'EXTENDS 8 FEET ABOVE PLATFORM.  STATION IS THE CENTER OF THE
 TU3049'2-1/2-INCH IRON PIPE WHICH HOLDS THE TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3048 ***********************************************************************
 TU3048  DESIGNATION -  WAILUKU CO MILL STACK
 TU3048  PID         -  TU3048
 TU3048  STATE/COUNTY-  HI/MAUI
 TU3048  USGS QUAD   -  WAILUKU (1997)
 TU3048
 TU3048                         *CURRENT SURVEY CONTROL
 TU3048  ___________________________________________________________________
 TU3048* NAD 83(1993)-  20 53 41.44472(N)    156 29 55.08950(W)     ADJUSTED  
 TU3048* LOCAL TIDAL -                                                        
 TU3048  ___________________________________________________________________
 TU3048  EPOCH DATE  -        1993.62
 TU3048  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 TU3048  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU3048
 TU3048  HORZ ORDER  -  THIRD
 TU3048
 TU3048.The horizontal coordinates were established by classical geodetic methods
 TU3048.and adjusted by the National Geodetic Survey in December 1998..
 TU3048.The horizontal coordinates are valid at the epoch date displayed above.
 TU3048.The epoch date for horizontal control is a decimal equivalence
 TU3048.of Year/Month/Day.
 TU3048
 TU3048
 TU3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3048
 TU3048.The geoid height was determined by GEOID03.
 TU3048
 TU3048;                    North         East     Units Scale Factor Converg.
 TU3048;SPC HI 2     -    62,173.266   517,481.861   MT  0.99997044   +0 03 35.7
 TU3048;UTM  04      - 2,312,536.672   760,207.486   MT  1.00043682   +0 53 33.5
 TU3048
 TU3048                          SUPERSEDED SURVEY CONTROL
 TU3048
 TU3048  NAD 83(1986)-  20 53 41.40517(N)    156 29 55.07446(W) AD(       ) 4
 TU3048  OLD HI      -  20 53 52.93000(N)    156 30 05.23000(W) AD(       ) 3
 TU3048
 TU3048.Superseded values are not recommended for survey control.
 TU3048.NGS no longer adjusts projects to the OLD HI datum.
 TU3048.See file dsdata.txt to determine how the superseded data were derived.
 TU3048
 TU3048_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6020712537(NAD 83)
 TU3048
 TU3048  HISTORY     - Date     Condition        Report By
 TU3048  HISTORY     - UNK      MONUMENTED
 TU3048  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3048  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3048  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3048  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU3048  HISTORY     - 19990723 MARK NOT FOUND   USPSQD
 TU3048
 TU3048                          STATION DESCRIPTION
 TU3048
 TU3048'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3048'AT PRESENT AN ALUMINUM COLORED SMOKE STACK ABOUT 150 FEET HIGH
 TU3048'OF THE WAILUKU SUGAR MILL IN THE TOWN OF WAILUKU, BUILT IN 1901.
 TU3048
 TU3048                          STATION RECOVERY (1950)
 TU3048
 TU3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3048'THE STATION IS THE TOP AND CENTER OF A STEEL SMOKE STACK AT THE
 TU3048'WAILUKU SUGAR COMPANY MILL IN THE TOWN OF WAILUKU.  IT IS PAINTED
 TU3048'BLACK, IS ABOUT 8 FEET IN DIAMETER AND 165 FEET IN HEIGHT.  IT
 TU3048'IS LOCATED ON THE WESTERLY SIDE OF THE BOILER HOUSE AND MILL
 TU3048'AND RESTS ON A CONCRETE BASE WHICH IS 20 BY 20 BY 20
 TU3048'FEET.  COMPANY ENGINEERS REPORT THAT THE STACK WAS ERECTED ABOUT
 TU3048'THE YEAR OF 1900.
 TU3048
 TU3048                          STATION RECOVERY (1960)
 TU3048
 TU3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3048'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 TU3048'C.T.H. IN 1950 EXCEPT THAT THE STACK IS NOW ALUMINUM COLORED
 TU3048'WITH BLACK PAINT ON THE TOP 10 FEET.
 TU3048
 TU3048                          STATION RECOVERY (1969)
 TU3048
 TU3048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RCM)
 TU3048'STATION WAS RECOVERED.  IT IS THE TALL, BLACK STACK, LOCATED
 TU3048'AT THE WAILUKU SUGAR CO. MILL IN WAILUKU.
 TU3048
 TU3048                          STATION RECOVERY (1999)
 TU3048
 TU3048'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2973 ***********************************************************************
 TU2973  DESIGNATION -  WAILUKU EAST BASE
 TU2973  PID         -  TU2973
 TU2973  STATE/COUNTY-  HI/MAUI
 TU2973  USGS QUAD   -  PAIA (1997)
 TU2973
 TU2973                         *CURRENT SURVEY CONTROL
 TU2973  ___________________________________________________________________
 TU2973* NAD 83(1993)-  20 50 39.26293(N)    156 26 09.10004(W)     ADJUSTED  
 TU2973* LOCAL TIDAL -        74.7    (meters)     245.     (feet)  VERT ANG  
 TU2973  ___________________________________________________________________
 TU2973  EPOCH DATE  -        1993.62
 TU2973  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 TU2973  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2973
 TU2973  HORZ ORDER  -  FIRST
 TU2973
 TU2973.The horizontal coordinates were established by classical geodetic methods
 TU2973.and adjusted by the National Geodetic Survey in December 1998..
 TU2973.The horizontal coordinates are valid at the epoch date displayed above.
 TU2973.The epoch date for horizontal control is a decimal equivalence
 TU2973.of Year/Month/Day.
 TU2973
 TU2973.The orthometric height was determined by vertical angle observations.
 TU2973
 TU2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2973
 TU2973.The geoid height was determined by GEOID03.
 TU2973
 TU2973;                    North         East     Units Scale Factor Converg.
 TU2973;SPC HI 2     -    56,578.660   524,021.000   MT  0.99997379   +0 04 55.7
 TU2973;UTM  04      - 2,307,034.905   766,830.368   MT  1.00047998   +0 54 46.6
 TU2973
 TU2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2973!SPC HI 2     -   0.99998572  x   0.99997379  =   0.99995951
 TU2973!UTM  04      -   0.99998572  x   1.00047998  =   1.00046569
 TU2973
 TU2973|---------------------------------------------------------------------|
 TU2973| PID    Reference Object                     Distance      Geod. Az  |
 TU2973|                                                           dddmmss.s |
 TU2973| CN6226 WAILUKU EAST BASE RM 1               24.208 METERS 02119     |
 TU2973| CN6227 WAILUKU EAST BASE RM 2              150.348 METERS 13811     |
 TU2973| TU3034 KAHULUI RADIO STA KMVI MAST         APPROX. 7.1 KM 3122727.7 |
 TU2973|---------------------------------------------------------------------|
 TU2973
 TU2973                          SUPERSEDED SURVEY CONTROL
 TU2973
 TU2973  NAD 83(1986)-  20 50 39.22428(N)    156 26 09.08853(W) AD(       ) 1
 TU2973  OLD HI      -  20 50 50.76300(N)    156 26 19.23800(W) AD(       ) 1
 TU2973
 TU2973.Superseded values are not recommended for survey control.
 TU2973.NGS no longer adjusts projects to the OLD HI datum.
 TU2973.See file dsdata.txt to determine how the superseded data were derived.
 TU2973
 TU2973_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6683007035(NAD 83)
 TU2973_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2973
 TU2973  HISTORY     - Date     Condition        Report By
 TU2973  HISTORY     - 1950     MONUMENTED       CGS
 TU2973  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2973
 TU2973                          STATION DESCRIPTION
 TU2973
 TU2973'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2973'THE STATION IS LOCATED ON WASTE CANE LAND WHICH LIES ABOUT 5
 TU2973'MILES NORTH NORTHEAST OF KIHEI, ABOUT 4 MILES SOUTHEAST OF
 TU2973'WAILUKU, 1.75 MILES EAST OF THE HIGHWAY WHICH RUNS BETWEEN
 TU2973'KAHULUI AND KIHEI, 59 FEET NORTHWEST OF A T ROAD INTERSECTION, 33
 TU2973'FEET WEST OF A LONE TREE, 28 FEET NORTHEAST OF A SMALL TIN SHACK
 TU2973'AND 28 FEET NORTH OF A CONCRETE IRRIGATION DITCH.
 TU2973'
 TU2973'TO REACH FROM THE POST OFFICE AT KAHULUI, GO SOUTHEAST FOR 1.8
 TU2973'MILES TO THE PUUNENE VILLAGE.  TURN RIGHT AND GO SOUTH ON THE
 TU2973'ROAD WHICH LEADS TO KIHEI FOR 1.65 MILES.  TURN LEFT ONTO A
 TU2973'GRADED ROAD AND GO EASTERLY FOR 1.75 MILES TO THE STATION ON THE
 TU2973'LEFT HAND SIDE OF THE ROAD.
 TU2973'
 TU2973'THE STATION IS A STANDARD DISK, STAMPED WAILUKU EAST BASE 1949,
 TU2973'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4
 TU2973'INCHES.
 TU2973'
 TU2973'THE UNDERGROUND STATION IS A STANDARD DISK, STAMPED WAILUKU
 TU2973'EAST BASE 1949, SET INTO AN IRREGULAR MASS OF CONCRETE WHICH IS
 TU2973'ABOUT 30 INCHES BELOW THE SURFACE OF THE SOIL.
 TU2973'
 TU2973'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED WAILUKU
 TU2973'E BASE NO 1 1949, SET INTO A DRILL HOLE IN A BOULDER WHICH IS
 TU2973'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS LOCATED 28 FEET WEST
 TU2973'OF AN IRRIGATION DITCH AND ABOUT 5 FEET LOWER THAN THE STATION.
 TU2973'
 TU2973'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED WAILUKU
 TU2973'E BASE NO 2 1949, CEMENTED IN THE TOP AND CENTER OF A 10 INCH
 TU2973'IRON PIPE WHICH PROJECTS ABOUT 4 INCHES.  IT IS LOCATED AT ABOUT
 TU2973'THE SAME ELEVATION AS THE STATION AND 50 FEET SOUTH OF THE
 TU2973'CENTER OF A GRADED ROAD.
 TU2973
 TU2973                          STATION RECOVERY (1968)
 TU2973
 TU2973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2973'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2973'COMPLETE DESCRIPTION FOLLOWS--
 TU2973'
 TU2973'STATION IS LOCATED ABOUT 1-3/4 MILES SOUTHEAST OF PUUNENE,
 TU2973'6 MILES SOUTHWEST OF PAIA, AND 1-3/4 MILES
 TU2973'EAST OF THE JUNCTION OF STATE HIGHWAY 35 AND 40.  ALONG THE
 TU2973'NORTH SIDE OF HIGHWAY 40, A GRADED ROAD, ON A BRUSH-COVERED RISE
 TU2973'AT ABOUT 245 FEET ELEVATION, WHERE THE ROAD BEGINS DROPPING DOWN
 TU2973'TOWARDS SPANISH ROAD, ABOUT 0.4 MILE TO THE EAST.
 TU2973'
 TU2973'TO REACH STATION FROM THE KAHULUI SHOPPING CENTER, GO SOUTHERLY
 TU2973'ON STATE HIGHWAY 35 FOR 1.9 MILES TO PUUNENE.  CONTINUE ON HIGHWAY
 TU2973'35 FOR 1.7 MILES TO INTERSECTION WITH HIGHWAY 40.  TURN LEFT AND
 TU2973'GO EAST ON HIGHWAY 40 FOR 1.75 MILES TO STATION ON LEFT, AT A
 TU2973'T-ROAD INTERSECTION.
 TU2973'
 TU2973'STATION MARK IS A STANDARD DISK STAMPED WAILUKU EAST BASE 1949,
 TU2973'SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU2973'4 INCHES ABOVE GROUND.  IT IS IN TALL KOA BRUSH, 32 FEET WEST
 TU2973'OF A LARGE, LONE, KIAWE TREE, 46 FEET NORTH OF CENTER LINE OF THE
 TU2973'HIGHWAY, 61 FEET NORTHWEST OF THE INTERSECTION OF THE HIGHWAY
 TU2973'WITH A T-ROAD RUNNING SOUTH, 30 FEET NORTH-NORTHWEST OF A
 TU2973'T-INTERSECTION OF CANALS, AND 2 FEET NORTH OF A WHITE WITNESS
 TU2973'POST.
 TU2973'
 TU2973'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAILUKU
 TU2973'EAST BASE NO 1 1949, CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH
 TU2973'WITH THE GROUND, 4 FEET WEST OF THE BASE OF A DIRT BANK, 28 FEET
 TU2973'WEST OF AN IRRIGATION CANAL, AND 2.8 FEET LOWER THAN STATION MARK.
 TU2973'
 TU2973'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAILUKU
 TU2973'EAST BASE NO 2 1949, SET IN THE TOP OF A 10-INCH-DIAMETER PIPE
 TU2973'FILLED WITH CONCRETE AND PROJECTING 4 INCHES ABOVE GROUND.  IT IS
 TU2973'ON TOP OF THE BRUSH-COVERED RISE ON SOUTH SIDE OF HIGHWAY, 90
 TU2973'FEET SOUTHEAST OF THE INTERSECTION OF CENTER LINES OF THE HIGHWAY
 TU2973'AND THE T-ROAD SOUTH, AND IS 3.5 FEET HIGHER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2974 ***********************************************************************
 TU2974  DESIGNATION -  WAILUKU EAST BASE A 2
 TU2974  PID         -  TU2974
 TU2974  STATE/COUNTY-  HI/MAUI
 TU2974  USGS QUAD   -  PAIA (1997)
 TU2974
 TU2974                         *CURRENT SURVEY CONTROL
 TU2974  ___________________________________________________________________
 TU2974* NAD 83(1993)-  20 50 36.71783(N)    156 26 45.58334(W)     ADJUSTED  
 TU2974* LOCAL TIDAL -        53.3    (meters)     175.     (feet)  VERT ANG  
 TU2974  ___________________________________________________________________
 TU2974  EPOCH DATE  -        1993.62
 TU2974  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 TU2974  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2974
 TU2974  HORZ ORDER  -  THIRD
 TU2974
 TU2974.The horizontal coordinates were established by classical geodetic methods
 TU2974.and adjusted by the National Geodetic Survey in December 1998..
 TU2974.No horizontal observational check was made to the station.
 TU2974.The horizontal coordinates are valid at the epoch date displayed above.
 TU2974.The epoch date for horizontal control is a decimal equivalence
 TU2974.of Year/Month/Day.
 TU2974
 TU2974.The orthometric height was determined by vertical angle observations.
 TU2974
 TU2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2974
 TU2974.The geoid height was determined by GEOID03.
 TU2974
 TU2974;                    North         East     Units Scale Factor Converg.
 TU2974;SPC HI 2     -    56,498.911   522,966.385   MT  0.99997318   +0 04 42.7
 TU2974;UTM  04      - 2,306,939.825   765,776.490   MT  1.00047304   +0 54 33.5
 TU2974
 TU2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2974!SPC HI 2     -   0.99998908  x   0.99997318  =   0.99996226
 TU2974!UTM  04      -   0.99998908  x   1.00047304  =   1.00046212
 TU2974
 TU2974|---------------------------------------------------------------------|
 TU2974| PID    Reference Object                     Distance      Geod. Az  |
 TU2974|                                                           dddmmss.s |
 TU2974| CN5106 WAILUKU E BASE CHISELED CROSS         8.033 METERS 01652     |
 TU2974| TU2973 WAILUKU EAST BASE                   APPROX. 1.1 KM 0854514.8 |
 TU2974| CN6230 WAILUKU EAST BASE A 2 RM 1           14.565 METERS 22132     |
 TU2974| TU2975 WAILUKU EAST BASE A HITS 1950        26.197 METERS 26011     |
 TU2974|---------------------------------------------------------------------|
 TU2974
 TU2974                          SUPERSEDED SURVEY CONTROL
 TU2974
 TU2974  NAD 83(1986)-  20 50 36.67939(N)    156 26 45.57171(W) AD(       ) 3
 TU2974  OLD HI      -  20 50 48.21823(N)    156 26 55.72198(W) AD(       ) 3
 TU2974
 TU2974.Superseded values are not recommended for survey control.
 TU2974.NGS no longer adjusts projects to the OLD HI datum.
 TU2974.See file dsdata.txt to determine how the superseded data were derived.
 TU2974
 TU2974_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6577606940(NAD 83)
 TU2974_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2974
 TU2974  HISTORY     - Date     Condition        Report By
 TU2974  HISTORY     - 1968     MONUMENTED       CGS
 TU2974  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU2974
 TU2974                          STATION DESCRIPTION
 TU2974
 TU2974'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2974'STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF PUUNENE
 TU2974'AND 1 MILE EAST OF STATE HIGHWAY 35, ALONG THE SOUTH EDGE OF
 TU2974'HIGHWAY 40, WHERE IT CROSSES HAIKU DITCH.
 TU2974'
 TU2974'TO REACH STATION FROM THE POST OFFICE IN PUUNENE, GO WEST ON
 TU2974'HANSEN RD. FOR 0.1 MILE.  TURN LEFT AND GO SOUTHERLY ON STATE
 TU2974'HIGHWAY 35 FOR 1.75 MILES TO CROSSROAD.  TURN LEFT AND GO EAST
 TU2974'ON HIGHWAY 40 FOR 1.1 MILES TO STATION.
 TU2974'
 TU2974'STATION MARK IS A STANDARD DISK STAMPED WAILUKU EAST BASE A 2
 TU2974'1968, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 TU2974'THAT PROJECTS 4 INCHES FROM GROUND.  IT IS ON THE NARROW BANK
 TU2974'ON WEST SIDE OF CANAL, 5 FEET SOUTH OF WEST END OF THE SOUTH
 TU2974'CONCRETE BRIDGE RAIL, 13.5 FEET SOUTH OF CENTER LINE OF BRIDGE
 TU2974'AND HIGHWAY, 11 FEET EAST OF CENTER LINE OF FIELD ROAD, 3 FEET
 TU2974'WEST OF WEST EDGE OF CANAL AND 1.8 FEET SOUTHEAST OF A WHITE
 TU2974'WITNESS POST.
 TU2974'
 TU2974'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAILUKU E
 TU2974'BASE A 2 NO 1 1968, CEMENTED IN A DRILL HOLE IN THE SOUTH END OF
 TU2974'A STONE AND CONCRETE IRRIGATION CANAL ABUTMENT, FLUSH WITH
 TU2974'GROUND.  IT IS 13 FEET WEST OF CENTER LINE OF FIELD ROAD AND
 TU2974'ABOUT 3 FEET LOWER THAN STATION.
 TU2974'
 TU2974'REFERENCE MARK NUMBER TWO IS A 3-INCH CROSS CHISELED INTO THE
 TU2974'TOP OF THE WEST END OF THE NORTH CONCRETE BRIDGE RAIL, ABOUT 30
 TU2974'INCHES HIGHER THAN ROAD AND STATION.  THE FIGURES EL. 178.61 ARE
 TU2974'CHISELED INTO THE FACE OF THE CONCRETE RAIL, JUST BELOW THE CROSS.
 TU2974
 TU2974                          STATION RECOVERY (1999)
 TU2974
 TU2974'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2975 ***********************************************************************
 TU2975  DESIGNATION -  WAILUKU EAST BASE A HITS 1950
 TU2975  PID         -  TU2975
 TU2975  STATE/COUNTY-  HI/MAUI
 TU2975  USGS QUAD   -  PAIA (1997)
 TU2975
 TU2975                         *CURRENT SURVEY CONTROL
 TU2975  ___________________________________________________________________
 TU2975* NAD 83(1993)-  20 50 36.57264(N)    156 26 46.47622(W)     ADJUSTED  
 TU2975* LOCAL TIDAL -        52.2    (meters)     171.     (feet)  VERT ANG  
 TU2975  ___________________________________________________________________
 TU2975  EPOCH DATE  -        1993.62
 TU2975  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 TU2975  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2975
 TU2975  HORZ ORDER  -  THIRD
 TU2975
 TU2975.The horizontal coordinates were established by classical geodetic methods
 TU2975.and adjusted by the National Geodetic Survey in December 1998..
 TU2975.No horizontal observational check was made to the station.
 TU2975.The horizontal coordinates are valid at the epoch date displayed above.
 TU2975.The epoch date for horizontal control is a decimal equivalence
 TU2975.of Year/Month/Day.
 TU2975
 TU2975.The orthometric height was determined by vertical angle observations.
 TU2975
 TU2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2975
 TU2975.The geoid height was determined by GEOID03.
 TU2975
 TU2975;                    North         East     Units Scale Factor Converg.
 TU2975;SPC HI 2     -    56,494.410   522,940.579   MT  0.99997317   +0 04 42.4
 TU2975;UTM  04      - 2,306,934.949   765,750.738   MT  1.00047287   +0 54 33.1
 TU2975
 TU2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2975!SPC HI 2     -   0.99998926  x   0.99997317  =   0.99996243
 TU2975!UTM  04      -   0.99998926  x   1.00047287  =   1.00046212
 TU2975
 TU2975|---------------------------------------------------------------------|
 TU2975| PID    Reference Object                     Distance      Geod. Az  |
 TU2975|                                                           dddmmss.s |
 TU2975| TU2974 WAILUKU EAST BASE A 2                26.197 METERS 08011     |
 TU2975| TU2990 MAUI SOUTH BASE                     APPROX. 3.1 KM 2694722.4 |
 TU2975|---------------------------------------------------------------------|
 TU2975
 TU2975                          SUPERSEDED SURVEY CONTROL
 TU2975
 TU2975  NAD 83(1986)-  20 50 36.53421(N)    156 26 46.46459(W) AD(       ) 3
 TU2975  OLD HI      -  20 50 48.07300(N)    156 26 56.61500(W) AD(       ) 3
 TU2975
 TU2975.Superseded values are not recommended for survey control.
 TU2975.NGS no longer adjusts projects to the OLD HI datum.
 TU2975.See file dsdata.txt to determine how the superseded data were derived.
 TU2975
 TU2975_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6575106935(NAD 83)
 TU2975_MARKER: Z = SEE DESCRIPTION
 TU2975_SETTING: 0 = UNSPECIFIED SETTING
 TU2975
 TU2975  HISTORY     - Date     Condition        Report By
 TU2975  HISTORY     - 1950     MONUMENTED       HITS
 TU2975  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2975  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU2975
 TU2975                          STATION DESCRIPTION
 TU2975
 TU2975'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1950 (CTH)
 TU2975'THE STATION LIES ON THE SOUTH SIDE OF THE OLD, GRADED, ROAD
 TU2975'WHICH RUNS BETWEEN WAIKAPU AND KULA.  IT IS 1.1 MILES EAST OF
 TU2975'THE PAVED HIGHWAY WHICH RUNS BETWEEN PUUNENE AND KIHEI, 101
 TU2975'FEET WEST OF THE CENTER OF A CONCRETE BRIDGE WHICH SPANS A
 TU2975'CONCRETE IRRIGATION DITCH, 20 FEET NORTH OF THE CENTER OF A
 TU2975'DIRT IRRIGATION DITCH, 18 FEET SOUTH OF THE CENTER OF A GRADED
 TU2975'ROAD AND JUST NORTH OF FIELD K-1.
 TU2975'
 TU2975'THE STATION IS A STANDARD TERRITORY SURVEY DISK, STAMPED
 TU2975'WAILUKU EAST BASE A 1950, SET INTO THE TOP OF A CYLINDRICAL
 TU2975'CONCRETE POST WHICH IS ABOUT 6 INCHES BELOW THE SURFACE OF
 TU2975'THE SOIL.
 TU2975
 TU2975                          STATION RECOVERY (1968)
 TU2975
 TU2975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2975'STATION WAS FOUND IN THE ROADWAY OF HIGHWAY 40, A GRADED,
 TU2975'COUNTY ROAD, FLUSH WITH ROAD SURFACE.  THE ROAD WAS WIDENED
 TU2975'SOME TIME AFTER STATION WAS ESTABLISHED.  OBSERVATIONS WERE
 TU2975'MADE ON 4 NEARBY TRIANGULATION STATIONS AND THE STATION WAS
 TU2975'FOUND TO BE UNDISTURBED.
 TU2975'
 TU2975'LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHEAST OF PUUNENE AND 1 MILE
 TU2975'EAST OF STATE HIGHWAY 35, ALONG HIGHWAY AT A CANEFIELD CROSSROAD AND
 TU2975'AT THE POINT WHERE THE HIGHWAY CROSSES HAIKU DITCH.
 TU2975'
 TU2975'TO REACH STATION FROM THE POST OFFICE IN PUUNENE, GO WEST ON
 TU2975'HANSEN RD. FOR 0.1 MILE.  TURN LEFT AND GO SOUTHERLY ON
 TU2975'STATE HIGHWAY 35 FOR 1.75 MILES TO CROSSROAD.  TURN LEFT AND
 TU2975'GO EAST ON HIGHWAY 40 FOR 1.1 MILES TO STATION.
 TU2975'
 TU2975'STATION IS A HAWAII TERRITORIAL SURVEY DISK, STAMPED WAILUKU
 TU2975'E BASE A 1950, SET IN A CONCRETE MONUMENT FLUSH WITH ROAD.  IT
 TU2975'IS 12 FEET SOUTH OF CENTER LINE OF HIGHWAY, 8 FEET NORTH OF
 TU2975'SOUTH EDGE OF ROAD, AND 100 FEET WEST OF THE CONCRETE BRIDGE
 TU2975'OVER CANAL.
 TU2975'
 TU2975'NOTE--A NEW STATION, WAILUKU EAST BASE A 2, WAS ESTABLISHED
 TU2975'NEARBY, BUT THE OLD STATION WILL BE LEFT UNTIL DESTROYED BY
 TU2975'ROAD MACHINERY.  SEE DESCRIPTION FOR WAILUKU EAST BASE A 2.
 TU2975
 TU2975                          STATION RECOVERY (1999)
 TU2975
 TU2975'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2981 ***********************************************************************
 TU2981  DESIGNATION -  WAILUKU EAST BASE B HITS 1950
 TU2981  PID         -  TU2981
 TU2981  STATE/COUNTY-  HI/MAUI
 TU2981  USGS QUAD   -  PAIA (1997)
 TU2981
 TU2981                         *CURRENT SURVEY CONTROL
 TU2981  ___________________________________________________________________
 TU2981* NAD 83(1993)-  20 50 37.37919(N)    156 27 19.17851(W)     ADJUSTED  
 TU2981* LOCAL TIDAL -        42.0    (meters)     138.     (feet)  VERT ANG  
 TU2981  ___________________________________________________________________
 TU2981  EPOCH DATE  -        1993.62
 TU2981  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 TU2981  GEOID HEIGHT-          16.18  (meters)                     GEOID03
 TU2981
 TU2981  HORZ ORDER  -  THIRD
 TU2981
 TU2981.The horizontal coordinates were established by classical geodetic methods
 TU2981.and adjusted by the National Geodetic Survey in December 1998..
 TU2981.The horizontal coordinates are valid at the epoch date displayed above.
 TU2981.The epoch date for horizontal control is a decimal equivalence
 TU2981.of Year/Month/Day.
 TU2981
 TU2981.The orthometric height was determined by vertical angle observations.
 TU2981
 TU2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2981
 TU2981.The geoid height was determined by GEOID03.
 TU2981
 TU2981;                    North         East     Units Scale Factor Converg.
 TU2981;SPC HI 2     -    56,517.947   521,995.127   MT  0.99997264   +0 04 30.7
 TU2981;UTM  04      - 2,306,944.779   764,804.576   MT  1.00046666   +0 54 21.5
 TU2981
 TU2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2981!SPC HI 2     -   0.99999086  x   0.99997264  =   0.99996350
 TU2981!UTM  04      -   0.99999086  x   1.00046666  =   1.00045751
 TU2981
 TU2981                          SUPERSEDED SURVEY CONTROL
 TU2981
 TU2981  NAD 83(1986)-  20 50 37.34089(N)    156 27 19.16682(W) AD(       ) 3
 TU2981  OLD HI      -  20 50 48.87900(N)    156 27 29.31700(W) AD(       ) 3
 TU2981
 TU2981.Superseded values are not recommended for survey control.
 TU2981.NGS no longer adjusts projects to the OLD HI datum.
 TU2981.See file dsdata.txt to determine how the superseded data were derived.
 TU2981
 TU2981_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6480506945(NAD 83)
 TU2981_MARKER: Z = SEE DESCRIPTION
 TU2981_SETTING: 0 = UNSPECIFIED SETTING
 TU2981
 TU2981  HISTORY     - Date     Condition        Report By
 TU2981  HISTORY     - 1950     MONUMENTED       HITS
 TU2981  HISTORY     - 1954     SEE DESCRIPTION  USGS
 TU2981  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2981
 TU2981                          STATION DESCRIPTION
 TU2981
 TU2981'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1950 (CTH)
 TU2981'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE OLD, GRADED
 TU2981'ROAD WHICH RUNS BETWEEN WAIKAPU AND KULA.  IT IS 0.5 MILE EAST
 TU2981'OF THE PAVED HIGHWAY WHICH RUNS BETWEEN PUUNENE AND KIHEI, 161
 TU2981'FEET EAST OF THE CENTER OF A ROAD INTERSECTION, 24 FEET SOUTH OF
 TU2981'THE CENTER OF A GRADED ROAD AND ON THE NORTH EDGE OF FIELD K-1.
 TU2981'
 TU2981'IT IS A STANDARD TERRITORY SURVEY DISK, STAMPED WAILUKU EAST
 TU2981'BASE B 1950, SET INTO THE TOP OF A CYLINDRICAL CONCRETE POST
 TU2981'WHICH PROJECTS ABOUT 1 FOOT.
 TU2981
 TU2981                          STATION RECOVERY (1954)
 TU2981
 TU2981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 TU2981'STATION DESTROYED BY HAWAIIAN COMMERCIAL AND SUGAR CO.
 TU2981
 TU2981                          STATION RECOVERY (1968)
 TU2981
 TU2981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2981'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE ROAD HAS BEEN
 TU2981'WIDENED IN THIS VICINITY AND THE MARK IS BELIEVED TO BE
 TU2981'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2989 ***********************************************************************
 TU2989  DESIGNATION -  WAILUKU EAST BASE C HITS 1950
 TU2989  PID         -  TU2989
 TU2989  STATE/COUNTY-  HI/MAUI
 TU2989  USGS QUAD   -  WAILUKU (1997)
 TU2989
 TU2989                         *CURRENT SURVEY CONTROL
 TU2989  ___________________________________________________________________
 TU2989* NAD 83(1993)-  20 50 43.84886(N)    156 27 46.99090(W)     ADJUSTED  
 TU2989* LOCAL TIDAL -        33.71   (meters)     110.6    (feet)  LEVELING  
 TU2989  ___________________________________________________________________
 TU2989  EPOCH DATE  -        1993.62
 TU2989  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 TU2989  GEOID HEIGHT-          16.18  (meters)                     GEOID03
 TU2989
 TU2989  HORZ ORDER  -  THIRD
 TU2989  VERT ORDER  -  THIRD ?
 TU2989
 TU2989.The horizontal coordinates were established by classical geodetic methods
 TU2989.and adjusted by the National Geodetic Survey in December 1998..
 TU2989.The horizontal coordinates are valid at the epoch date displayed above.
 TU2989.The epoch date for horizontal control is a decimal equivalence
 TU2989.of Year/Month/Day.
 TU2989
 TU2989.The orthometric height was determined by differential leveling.
 TU2989.The vertical network tie was performed by a horz. field party for horz.
 TU2989.obs reductions. Reset procedures were used to establish the elevation.
 TU2989
 TU2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2989
 TU2989.The geoid height was determined by GEOID03.
 TU2989
 TU2989;                    North         East     Units Scale Factor Converg.
 TU2989;SPC HI 2     -    56,715.874   521,190.825   MT  0.99997221   +0 04 20.8
 TU2989;UTM  04      - 2,307,131.115   763,997.091   MT  1.00046138   +0 54 11.9
 TU2989
 TU2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2989!SPC HI 2     -   0.99999216  x   0.99997221  =   0.99996437
 TU2989!UTM  04      -   0.99999216  x   1.00046138  =   1.00045353
 TU2989
 TU2989                          SUPERSEDED SURVEY CONTROL
 TU2989
 TU2989  NAD 83(1986)-  20 50 43.81064(N)    156 27 46.97917(W) AD(       ) 3
 TU2989  OLD HI      -  20 50 55.34900(N)    156 27 57.13000(W) AD(       ) 3
 TU2989
 TU2989.Superseded values are not recommended for survey control.
 TU2989.NGS no longer adjusts projects to the OLD HI datum.
 TU2989.See file dsdata.txt to determine how the superseded data were derived.
 TU2989
 TU2989_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6399707131(NAD 83)
 TU2989_MARKER: Z = SEE DESCRIPTION
 TU2989_SETTING: 0 = UNSPECIFIED SETTING
 TU2989
 TU2989  HISTORY     - Date     Condition        Report By
 TU2989  HISTORY     - 1950     MONUMENTED       HITS
 TU2989  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2989
 TU2989                          STATION DESCRIPTION
 TU2989
 TU2989'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1950 (CTH)
 TU2989'THE STATION IS LOCATED 215 FEET WEST OF THE CENTER OF THE
 TU2989'INTERSECTION OF THE OLD, GRADED ROAD WHICH RUNS BETWEEN WAIKAPU
 TU2989'AND KULA AND THE PAVED HIGHWAY WHICH RUNS BETWEEN PUUNENE AND
 TU2989'KIHEI, 17 FEET NORTH OF THE CENTER OF A GRADED ROAD, 7 FEET SOUTH
 TU2989'OF THE EDGE OF A DIRT IRRIGATION DITCH AND JUST SOUTH OF
 TU2989'FIELD F-5.
 TU2989'
 TU2989'THE STATION IS A STANDARD TERRITORY SURVEY DISK, STAMPED
 TU2989'WAILUKU EAST BASE C 1950, SET IN THE TOP OF A CYLINDRICAL
 TU2989'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH.  THIS DISK WAS ALSO
 TU2989'TIED IN BY FIRST ORDER LEVELS ON THE PUUNENE-KIHEI LINE.
 TU2989
 TU2989                          STATION RECOVERY (1968)
 TU2989
 TU2989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2989'STATION WAS FOUND DESTROYED.  THE MONUMENT HAS BEEN PUSHED
 TU2989'FROM THE GROUND BY ROAD EQUIPMENT, SO THE DISK WAS REMOVED
 TU2989'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2991 ***********************************************************************
 TU2991  DESIGNATION -  WAILUKU EAST BASE D HITS 1950
 TU2991  PID         -  TU2991
 TU2991  STATE/COUNTY-  HI/MAUI
 TU2991  USGS QUAD   -  WAILUKU (1997)
 TU2991
 TU2991                         *CURRENT SURVEY CONTROL
 TU2991  ___________________________________________________________________
 TU2991* NAD 83(1993)-  20 50 54.35914(N)    156 28 40.64699(W)     ADJUSTED  
 TU2991* LOCAL TIDAL -        48.3    (meters)     158.     (feet)  VERT ANG  
 TU2991  ___________________________________________________________________
 TU2991  EPOCH DATE  -        1993.62
 TU2991  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 TU2991  GEOID HEIGHT-          16.21  (meters)                     GEOID03
 TU2991
 TU2991  HORZ ORDER  -  THIRD
 TU2991
 TU2991.The horizontal coordinates were established by classical geodetic methods
 TU2991.and adjusted by the National Geodetic Survey in December 1998..
 TU2991.No horizontal observational check was made to the station.
 TU2991.The horizontal coordinates are valid at the epoch date displayed above.
 TU2991.The epoch date for horizontal control is a decimal equivalence
 TU2991.of Year/Month/Day.
 TU2991
 TU2991.The orthometric height was determined by vertical angle observations.
 TU2991
 TU2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2991
 TU2991.The geoid height was determined by GEOID03.
 TU2991
 TU2991;                    North         East     Units Scale Factor Converg.
 TU2991;SPC HI 2     -    57,037.210   519,639.279   MT  0.99997143   +0 04 01.8
 TU2991;UTM  04      - 2,307,430.063   762,440.294   MT  1.00045125   +0 53 53.2
 TU2991
 TU2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2991!SPC HI 2     -   0.99998986  x   0.99997143  =   0.99996129
 TU2991!UTM  04      -   0.99998986  x   1.00045125  =   1.00044111
 TU2991
 TU2991:                Primary Azimuth Mark                     Grid Az
 TU2991:SPC HI 2     -  WAILUKU EAST BASE C HITS 1950            101 42 03.3
 TU2991:UTM  04      -  WAILUKU EAST BASE C HITS 1950            100 52 11.9
 TU2991
 TU2991|---------------------------------------------------------------------|
 TU2991| PID    Reference Object                     Distance      Geod. Az  |
 TU2991|                                                           dddmmss.s |
 TU2991| TU2989 WAILUKU EAST BASE C HITS 1950       APPROX. 1.6 KM 1014605.1 |
 TU2991|---------------------------------------------------------------------|
 TU2991
 TU2991                          SUPERSEDED SURVEY CONTROL
 TU2991
 TU2991  NAD 83(1986)-  20 50 54.32092(N)    156 28 40.63527(W) AD(       ) 3
 TU2991  OLD HI      -  20 51 05.85900(N)    156 28 50.78700(W) AD(       ) 3
 TU2991
 TU2991.Superseded values are not recommended for survey control.
 TU2991.NGS no longer adjusts projects to the OLD HI datum.
 TU2991.See file dsdata.txt to determine how the superseded data were derived.
 TU2991
 TU2991_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6244007430(NAD 83)
 TU2991_MARKER: Z = SEE DESCRIPTION
 TU2991_SETTING: 0 = UNSPECIFIED SETTING
 TU2991
 TU2991  HISTORY     - Date     Condition        Report By
 TU2991  HISTORY     - 1950     MONUMENTED       HITS
 TU2991  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2991  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU2991
 TU2991                          STATION DESCRIPTION
 TU2991
 TU2991'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1950 (CTH)
 TU2991'THE STATION IS LOCATED ON THE NORTH SIDE OF THE OLD, GRADED
 TU2991'ROAD WHICH RUNS BETWEEN WAIKAPU AND KULA.  IT IS 1.0 MILE WEST
 TU2991'OF THE PAVED HIGHWAY WHICH RUNS BETWEEN PUUNENE AND KIHEI, 25
 TU2991'FEET SOUTH OF THE CENTER OF A CONCRETE IRRIGATION DITCH, 18 FEET
 TU2991'NORTH OF THE CENTER OF A GRADED ROAD AND ON THE SOUTH SIDE OF
 TU2991'FIELD H-7.
 TU2991'
 TU2991'THE STATION IS A STANDARD TERRITORY SURVEY DISK, STAMPED
 TU2991'WAILUKU EAST BASE D 1950, SET IN THE TOP OF A CYLINDRICAL
 TU2991'CONCRETE POST WHICH PROJECTS ABOUT 1 FOOT.
 TU2991
 TU2991                          STATION RECOVERY (1968)
 TU2991
 TU2991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2991'STATION MARK WAS RECOVERED AND FOUND TO BE PROJECTING EXCESSIVELY
 TU2991'FROM GROUND, HOWEVER, IT WAS STRAIGHT, SO WAS LOWERED AND
 TU2991'RE-ENFORCED WITH A MASS OF CONCRETE AROUND THE BASE OF THE
 TU2991'MONUMENT, AND A WITNESS POST WAS ESTABLISHED.  A COMPLETE
 TU2991'DESCRIPTION FOLLOWS--
 TU2991'
 TU2991'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF PUUNENE AND 1-3/4
 TU2991'MILES EAST OF WAIKAPU, ALONG THE NORTH SIDE OF HIGHWAY 40, IN THE
 TU2991'NARROW, KOA-COVERED STRIP BETWEEN THE ROAD AND AN IRRIGATION CANAL.
 TU2991'
 TU2991'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 30 AND 40 IN
 TU2991'WAIKAPU, GO EAST ON HIGHWAY 40, A DIRT ROAD, FOR 1.9 MILES TO
 TU2991'STATION ON LEFT.
 TU2991'
 TU2991'STATION MARK IS A HAWAII TERRITORY SURVEY DISK STAMPED WAILUKU
 TU2991'EAST BASE D 1950, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 TU2991'MONUMENT PROJECTING 1 FOOT.  IT IS 17 FEET NORTH OF CENTER LINE
 TU2991'OF ROAD, 23.8 FEET SOUTH OF SOUTH WALL OF THE CANAL, 27.79 FEET
 TU2991'SOUTHEAST OF A 3-INCH, CHISELED CROSS IN THE TOP OF THE SOUTH
 TU2991'WALL OF THE CANAL, 135 FEET EAST OF POWER POLE NO. 11, AND 1 FOOT
 TU2991'EAST OF A WHITE WITNESS POST.
 TU2991
 TU2991                          STATION RECOVERY (1999)
 TU2991
 TU2991'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2991'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2992 ***********************************************************************
 TU2992  DESIGNATION -  WAILUKU EAST BASE E
 TU2992  PID         -  TU2992
 TU2992  STATE/COUNTY-  HI/MAUI
 TU2992  USGS QUAD   -  WAILUKU (1997)
 TU2992
 TU2992                         *CURRENT SURVEY CONTROL
 TU2992  ___________________________________________________________________
 TU2992* NAD 83(1993)-  20 50 55.19696(N)    156 29 01.39382(W)     ADJUSTED  
 TU2992* LOCAL TIDAL -        58.4    (meters)     192.     (feet)  VERT ANG  
 TU2992  ___________________________________________________________________
 TU2992  EPOCH DATE  -        1993.62
 TU2992  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 TU2992  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU2992
 TU2992  HORZ ORDER  -  THIRD
 TU2992
 TU2992.The horizontal coordinates were established by classical geodetic methods
 TU2992.and adjusted by the National Geodetic Survey in December 1998..
 TU2992.No horizontal observational check was made to the station.
 TU2992.The horizontal coordinates are valid at the epoch date displayed above.
 TU2992.The epoch date for horizontal control is a decimal equivalence
 TU2992.of Year/Month/Day.
 TU2992
 TU2992.The orthometric height was determined by vertical angle observations.
 TU2992
 TU2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2992
 TU2992.The geoid height was determined by GEOID03.
 TU2992
 TU2992;                    North         East     Units Scale Factor Converg.
 TU2992;SPC HI 2     -    57,062.284   519,039.482   MT  0.99997114   +0 03 54.4
 TU2992;UTM  04      - 2,307,446.443   761,839.910   MT  1.00044736   +0 53 45.8
 TU2992
 TU2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2992!SPC HI 2     -   0.99998827  x   0.99997114  =   0.99995941
 TU2992!UTM  04      -   0.99998827  x   1.00044736  =   1.00043562
 TU2992
 TU2992|---------------------------------------------------------------------|
 TU2992| PID    Reference Object                     Distance      Geod. Az  |
 TU2992|                                                           dddmmss.s |
 TU2992| CN6228 WAILUKU EAST BASE E RM 1             27.387 METERS 00115     |
 TU2992| TU2991 WAILUKU EAST BASE D HITS 1950       APPROX. 0.6 KM 0922731.9 |
 TU2992| CN6229 WAILUKU EAST BASE E RM 2             14.555 METERS 18111     |
 TU2992|---------------------------------------------------------------------|
 TU2992
 TU2992                          SUPERSEDED SURVEY CONTROL
 TU2992
 TU2992  NAD 83(1986)-  20 50 55.15862(N)    156 29 01.37978(W) AD(       ) 3
 TU2992  OLD HI      -  20 51 06.69600(N)    156 29 11.53700(W) AD(       ) 3
 TU2992
 TU2992.Superseded values are not recommended for survey control.
 TU2992.NGS no longer adjusts projects to the OLD HI datum.
 TU2992.See file dsdata.txt to determine how the superseded data were derived.
 TU2992
 TU2992_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6184007446(NAD 83)
 TU2992_MARKER: Z = SEE DESCRIPTION
 TU2992_SETTING: 0 = UNSPECIFIED SETTING
 TU2992
 TU2992  HISTORY     - Date     Condition        Report By
 TU2992  HISTORY     - 1950     MONUMENTED       HITS
 TU2992  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2992  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU2992
 TU2992                          STATION DESCRIPTION
 TU2992
 TU2992'DESCRIBED BY HAWAII TERRITORIAL SURVEY 1950 (CTH)
 TU2992'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE OLD, GRADED
 TU2992'ROAD WHICH RUNS BETWEEN WAIKAPU AND KULA.  IT IS 1.4 MILES WEST OF
 TU2992'THE HIGHWAY WHICH RUNS BETWEEN PUUNENE AND KIHEI, 62 FEET NORTH OF
 TU2992'A WIRE FENCE WHICH MARKS THE BOUNDARY LINE OF FIELD L PASTURE AND
 TU2992'IN SANDY SOIL WHICH IS SUBJECT TO SHIFTING.
 TU2992'
 TU2992'THE STATION IS A STANDARD TERRITORY SURVEY DISK, STAMPED WAILUKU
 TU2992'EAST BASE E 1950, SET IN THE TOP OF A CYLINDRICAL CONCRETE POST
 TU2992'WHICH PROJECTS ABOUT 1 FOOT.
 TU2992
 TU2992                          STATION RECOVERY (1968)
 TU2992
 TU2992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2992'STATION WAS FOUND, BY TRAVERSE FROM WAILUKU EAST BASE D, UNDER A
 TU2992'2-FOOT COVER OF SAND.  THE AREA AROUND THE MARK WAS LEVELED OFF, 2
 TU2992'REFERENCE MARKS WERE ESTABLISHED, AND A WITNESS POST WAS SET.  A
 TU2992'COMPLETE DESCRIPTION FOLLOWS--
 TU2992'
 TU2992'STAION IS LOCATED ABOUT 1.3 MILES EAST-SOUTHEAST OF WAIKAPU,
 TU2992'ALONG THE SOUTH SIDE OF HIGHWAY 40, IN A 90-FOOT-WIDE BRUSHY STRIP
 TU2992'BETWEEN ROAD AND FENCE LINE, AND AT THE SOUTH SIDE OF A LOW SAND
 TU2992'HILL ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 TU2992'
 TU2992'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 40 IN
 TU2992'WAIKAPU, GO EAST ON HIGHWAY 40 FOR 1.5 MILES TO STATION ON RIGHT.
 TU2992'
 TU2992'STATION MARK IS A HAWAII TERRITORY SURVEY DISK, STAMPED WAILUKU
 TU2992'E BASE E 1950, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 TU2992'MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS 550 FEET WEST
 TU2992'OF A CANAL, 49.5 FEET NORTH OF FENCE-LINE, 41 FEET SOUTH OF CENTER
 TU2992'LINE OF ROAD, AND 18 INCHES EAST OF A WHITE WITNESS POST.
 TU2992'
 TU2992'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAILUKU E BASE
 TU2992'E 1950 NO 1 1968, SET IN THE TOP OF A 2-INCH IRON PIPE THAT IS SET
 TU2992'IN CONCRETE AND PROJECTS 4 INCHES ABOVE GROUND.  IT IS 49 FEET
 TU2992'NORTH OF CENTER LINE OF ROAD, 8 INCHES SOUTH OF FENCE LINE, AND 0.5
 TU2992'FOOT HIGHER THAN STATION MARK.
 TU2992'
 TU2992'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAILUKU E
 TU2992'BASE E 1950 NO 2 1968, SET IN THE TOP OF A 10-INCH-DIAMETER,
 TU2992'CONCRETE MONUMENT THAT PROJECTS 6 INCHES FROM GROUND.  IT IS 2
 TU2992'INCHES NORTH OF FENCE LINE AND 3 FEET LOWER THAN STATION MARK.
 TU2992
 TU2992                          STATION RECOVERY (1999)
 TU2992
 TU2992'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0855 ***********************************************************************
 TU0855  DESIGNATION -  WAILUKU HITS
 TU0855  PID         -  TU0855
 TU0855  STATE/COUNTY-  HI/MAUI
 TU0855  USGS QUAD   -  WAILUKU (1997)
 TU0855
 TU0855                         *CURRENT SURVEY CONTROL
 TU0855  ___________________________________________________________________
 TU0855* NAD 83(1986)-  20 54 06.     (N)    156 30 07.     (W)     SCALED    
 TU0855* LOCAL TIDAL -        99.716  (meters)     327.15   (feet)  ADJUSTED  
 TU0855  ___________________________________________________________________
 TU0855  GEOID HEIGHT-          15.99  (meters)                     GEOID03
 TU0855
 TU0855  VERT ORDER  -  FIRST     CLASS I
 TU0855
 TU0855.The horizontal coordinates were scaled from a topographic map and have
 TU0855.an estimated accuracy of +/- 6 seconds.
 TU0855
 TU0855.The orthometric height was determined by differential leveling
 TU0855.and adjusted by the National Geodetic Survey in December 2003..
 TU0855.No vertical observational check was made to the station.
 TU0855
 TU0855.The geoid height was determined by GEOID03.
 TU0855
 TU0855;                    North         East    Units  Estimated Accuracy
 TU0855;SPC HI 2     -    62,930.      517,140.      MT  (+/- 180 meters Scaled)
 TU0855
 TU0855                          SUPERSEDED SURVEY CONTROL
 TU0855
 TU0855.No superseded survey control is available for this station.
 TU0855
 TU0855_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ598132(NAD 83)
 TU0855_MARKER: Z = SEE DESCRIPTION
 TU0855_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TU0855_SP_SET: CINDER CONE
 TU0855_MARK LOGO: NONE  
 TU0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0855
 TU0855  HISTORY     - Date     Condition        Report By
 TU0855  HISTORY     - 1929     MONUMENTED       HITS
 TU0855  HISTORY     - 19790605 GOOD             NGS
 TU0855
 TU0855                          STATION DESCRIPTION
 TU0855
 TU0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0855'1.3 MI NORTH FROM WAILUKU.
 TU0855'1.1 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF STATE
 TU0855'HIGHWAY 52 IN WAILUKU, THEN EAST ALONG A DIRT ROAD FOR ABOUT 200 FEET,
 TU0855'THEN NORTH ALONG A DIRT ROAD FOR 0.15 MILE, THEN EAST UP A STEEP
 TU0855'CINDER CONE FOR ABOUT 200 FEET, A STANDARD CLASS B HAWAII SURVEY
 TU0855'MONUMENT, THE POINT LEVELED TO WAS THE NORTH EDGE OF THE 3 INCH PIPE
 TU0855'TARGET HOLDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3051 ***********************************************************************
 TU3051  DESIGNATION -  WAILUKU KAAHUMANU CH SPIRE
 TU3051  PID         -  TU3051
 TU3051  STATE/COUNTY-  HI/MAUI
 TU3051  USGS QUAD   -  WAILUKU (1997)
 TU3051
 TU3051                         *CURRENT SURVEY CONTROL
 TU3051  ___________________________________________________________________
 TU3051* NAD 83(1993)-  20 53 09.91888(N)    156 30 18.59729(W)     ADJUSTED  
 TU3051* LOCAL TIDAL -       107.     (meters)     351.     (feet)  SCALED    
 TU3051  ___________________________________________________________________
 TU3051  EPOCH DATE  -        1993.62
 TU3051  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 TU3051  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU3051
 TU3051  HORZ ORDER  -  THIRD
 TU3051
 TU3051.The horizontal coordinates were established by classical geodetic methods
 TU3051.and adjusted by the National Geodetic Survey in December 1998..
 TU3051.The horizontal coordinates are valid at the epoch date displayed above.
 TU3051.The epoch date for horizontal control is a decimal equivalence
 TU3051.of Year/Month/Day.
 TU3051
 TU3051.The orthometric height was scaled from a topographic map.
 TU3051
 TU3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3051
 TU3051.The geoid height was determined by GEOID03.
 TU3051
 TU3051;                    North         East     Units Scale Factor Converg.
 TU3051;SPC HI 2     -    61,203.042   516,803.461   MT  0.99997015   +0 03 27.3
 TU3051;UTM  04      - 2,311,556.238   759,542.946   MT  1.00043255   +0 53 23.8
 TU3051
 TU3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3051!SPC HI 2     -   0.99998065  x   0.99997015  =   0.99995080
 TU3051!UTM  04      -   0.99998065  x   1.00043255  =   1.00041319
 TU3051
 TU3051                          SUPERSEDED SURVEY CONTROL
 TU3051
 TU3051  NAD 83(1986)-  20 53 09.87946(N)    156 30 18.58265(W) AD(       ) 3
 TU3051  OLD HI      -  20 53 21.43300(N)    156 30 28.74400(W) AD(       ) 3
 TU3051
 TU3051.Superseded values are not recommended for survey control.
 TU3051.NGS no longer adjusts projects to the OLD HI datum.
 TU3051.See file dsdata.txt to determine how the superseded data were derived.
 TU3051
 TU3051_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ5954311556(NAD 83)
 TU3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU3051+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 TU3051
 TU3051  HISTORY     - Date     Condition        Report By
 TU3051  HISTORY     - UNK      MONUMENTED
 TU3051  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3051  HISTORY     - 1950     SEE DESCRIPTION  CGS
 TU3051  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU3051  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU3051  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU3051  HISTORY     - 19990723 GOOD             USPSQD
 TU3051  HISTORY     - 20050922 GOOD             USPSQD
 TU3051
 TU3051                          STATION DESCRIPTION
 TU3051
 TU3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3051'THIS IS THE SPIRE OF THE KAAHUMANU CHURCH, HAWAIIAN CHURCH IN
 TU3051'THE TOWN OF WAILUKU.  THE CHURCH AND SPIRE ARE LIGHT BUFF IN
 TU3051'COLOR AND THE SPIRE IS TRIMMED IN RED GIVING THE APPEARANCE OF
 TU3051'RED AND WHITE FROM A DISTANCE.  THE SPIRE IS CAPPED WITH A HALF
 TU3051'BALL FROM WHICH A SHORT PLAIN POLE PROJECTS.  A CLOCK IS SET
 TU3051'IN THE SQUARE BASE OF THE SPIRE.
 TU3051'
 TU3051'THE CHURCH IS THE MOST PROMINENT OBJECT IN THE TOWN OF WAILUKU,
 TU3051'WHEN VIEWED FROM THE VICINITY OF KAHULUI HARBOR.
 TU3051'
 TU3051'THE PRESENT CHURCH IS MORE THAN 50 YEARS OLD.
 TU3051
 TU3051                          STATION RECOVERY (1950)
 TU3051
 TU3051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU3051'THE STATION IS THE TOP AND CENTER OF THE SHARP SPIRE ON THE ROOF
 TU3051'OF THE KAAHUMANU CHURCH IN THE TOWN OF WAILUKU.  THE CHURCH LIES
 TU3051'ON THE WESTERLY SIDE OF HIGH STREET BETWEEN MAIN AND WELLS STREETS.
 TU3051'
 TU3051'THE STEEPLE IS CONSTRUCTED OF WOOD, HAS A CLOCK IN ITS BELFRY,
 TU3051'AND RISES FROM THE EASTERLY END OF THE CHURCH ROOF.  IT IS 106
 TU3051'FEET IN HEIGHT.
 TU3051
 TU3051                          STATION RECOVERY (1960)
 TU3051
 TU3051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU3051'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS
 TU3051'THE MOST PROMINENT OBJECT IN THE TOWN OF WAILUKU AND IS NOW
 TU3051'PAINTED GREEN AND WHITE.
 TU3051
 TU3051                          STATION RECOVERY (1968)
 TU3051
 TU3051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU3051'STATION WAS RECOVERED.  LOCATED IN WAILUKU AT JUNCTION OF WELLS
 TU3051'AND HIGH STREETS, ACROSS HIGH STREET FROM THE POST OFFICE.  STATION
 TU3051'IS A TALL, SLIM, OCTAGON, WHITE AND GREEN SPIRE WITH WIND ARROW
 TU3051'ON TOP.
 TU3051
 TU3051                          STATION RECOVERY (1978)
 TU3051
 TU3051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JVD)
 TU3051'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TU3051
 TU3051                          STATION RECOVERY (1999)
 TU3051
 TU3051'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU3051'RECOVERED IN GOOD CONDITION.
 TU3051
 TU3051                          STATION RECOVERY (2005)
 TU3051
 TU3051'RECOVERY NOTE BY US POWER SQUADRON 2005 (LMS)
 TU3051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2995 ***********************************************************************
 TU2995  DESIGNATION -  WAILUKU WEST BASE
 TU2995  PID         -  TU2995
 TU2995  STATE/COUNTY-  HI/MAUI
 TU2995  USGS QUAD   -  WAILUKU (1997)
 TU2995
 TU2995                         *CURRENT SURVEY CONTROL
 TU2995  ___________________________________________________________________
 TU2995* NAD 83(1993)-  20 51 08.23324(N)    156 29 46.91749(W)     ADJUSTED  
 TU2995* LOCAL TIDAL -        98.7    (meters)     324.     (feet)  VERT ANG  
 TU2995  ___________________________________________________________________
 TU2995  EPOCH DATE  -        1993.62
 TU2995  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 TU2995  GEOID HEIGHT-          16.28  (meters)                     GEOID03
 TU2995
 TU2995  HORZ ORDER  -  FIRST
 TU2995
 TU2995.The horizontal coordinates were established by classical geodetic methods
 TU2995.and adjusted by the National Geodetic Survey in December 1998..
 TU2995.The horizontal coordinates are valid at the epoch date displayed above.
 TU2995.The epoch date for horizontal control is a decimal equivalence
 TU2995.of Year/Month/Day.
 TU2995
 TU2995.The orthometric height was determined by vertical angle observations.
 TU2995
 TU2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2995
 TU2995.The geoid height was determined by GEOID03.
 TU2995
 TU2995;                    North         East     Units Scale Factor Converg.
 TU2995;SPC HI 2     -    57,461.748   517,723.022   MT  0.99997055   +0 03 38.2
 TU2995;UTM  04      - 2,307,826.952   760,517.171   MT  1.00043882   +0 53 30.1
 TU2995
 TU2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2995!SPC HI 2     -   0.99998193  x   0.99997055  =   0.99995248
 TU2995!UTM  04      -   0.99998193  x   1.00043882  =   1.00042074
 TU2995
 TU2995:                Primary Azimuth Mark                     Grid Az
 TU2995:SPC HI 2     -  KAHULUI RADIO STA KMVI MAST              015 27 21.9
 TU2995:UTM  04      -  KAHULUI RADIO STA KMVI MAST              014 37 30.0
 TU2995
 TU2995|---------------------------------------------------------------------|
 TU2995| PID    Reference Object                     Distance      Geod. Az  |
 TU2995|                                                           dddmmss.s |
 TU2995| TU3034 KAHULUI RADIO STA KMVI MAST         APPROX. 4.0 KM 0153100.1 |
 TU2995| CN6232 WAILUKU WEST BASE RM 2                             01954     |
 TU2995| TU3009 KAHULUI MAUI ELECTRIC CO STACK      APPROX. 6.3 KM 0520047.7 |
 TU2995| TU2979 PUU NENE SUGAR MILL N STACK         APPROX. 4.8 KM 0690106.9 |
 TU2995| TU2980 PUU NENE SUGAR MILL S STACK         APPROX. 4.7 KM 0690643.4 |
 TU2995| TU2987 PUU NENE AIRPORT BEACON             APPROX. 5.2 KM 1322242.8 |
 TU2995| CN6231 WAILUKU WEST BASE RM 1                             27038     |
 TU2995|---------------------------------------------------------------------|
 TU2995
 TU2995                          SUPERSEDED SURVEY CONTROL
 TU2995
 TU2995  NAD 83(1986)-  20 51 08.19482(N)    156 29 46.90353(W) AD(       ) 1
 TU2995  OLD HI      -  20 51 19.73300(N)    156 29 57.06100(W) AD(       ) 1
 TU2995
 TU2995.Superseded values are not recommended for survey control.
 TU2995.NGS no longer adjusts projects to the OLD HI datum.
 TU2995.See file dsdata.txt to determine how the superseded data were derived.
 TU2995
 TU2995_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6051707827(NAD 83)
 TU2995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2995
 TU2995  HISTORY     - Date     Condition        Report By
 TU2995  HISTORY     - 1950     MONUMENTED       CGS
 TU2995  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2995  HISTORY     - 19990724 MARK NOT FOUND   USPSQD
 TU2995
 TU2995                          STATION DESCRIPTION
 TU2995
 TU2995'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2995'LOCATED IN CENTRAL MAUI, WAILUKU DISTRICT, ABOUT 3 MILES AIRLINE
 TU2995'SOUTHWEST OF PUUNENE AND ABOUT 0.5 MILE SOUTH OF WAIKAPU VILLAGE,
 TU2995'AT A PROMINENT INTERSECTION IN BRUSH COVERED COUNTRY AT THE SOUTH
 TU2995'EDGE OF A CANE FIELD.  ON THE SOUTHEAST END OF A LOW SANDSTONE
 TU2995'RIDGE 150 FEET NORTHWEST OF THE INTERSECTION.
 TU2995'
 TU2995'STATION IS A STANDARD DISK SET IN A CONCRETE POST, PROJECTING
 TU2995'SIX INCHES.  IT IS 8 FEET NORTH OF THE SHEER EDGE OF THE RIDGE,
 TU2995'STAMPED WAILUKU WEST BASE 1949.
 TU2995'
 TU2995'REFERENCE MARK NO. 1 IS WEST OF AND ABOUT 4 FEET LOWER THAN
 TU2995'THE STATION.  A STANDARD DISK SET IN A CONCRETE POST, STAMPED
 TU2995'WAILUKU WEST BASE NO 1 1949.
 TU2995'
 TU2995'REFERENCE MARK NO. 2 IS NORTH NORTHEAST OF THE STATION.  A
 TU2995'STANDARD DISK SET IN AN IRON PIPE THAT IS IN THE CENTER OF A
 TU2995'CONCRETE CYLINDER PROJECTING 4 INCHES.  THIS WAS A PLANTATION
 TU2995'STATION.  DISK IS STAMPED WAILUKU WEST BASE NO 2 1949.
 TU2995'
 TU2995'TO REACH FROM THE POST OFFICE AT KAHULUI, GO WEST ONE
 TU2995'BLOCK, TURN LEFT AND GO SOUTHEAST 1.9 MILES TO INTERSECTION IN
 TU2995'PUUNENE, TURN RIGHT AND GO SOUTH ON PAVED ROAD TOWARD AIRPORT FOR
 TU2995'1.7 MILES, TURN RIGHT AT SMALL GREEN PUMP HOUSE AND GO WEST FOR
 TU2995'2.3 MILES TO INTERSECTION AND STATION.
 TU2995'
 TU2995'HEIGHT OF LIGHT ABOVE STATION MARK 2.87 METERS.
 TU2995
 TU2995                          STATION RECOVERY (1968)
 TU2995
 TU2995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2995'A TRIAL POINT WAS ESTABLISHED IN THE VICINITY AND THE LOCATION OF
 TU2995'THE STATION DETERMINED BY INVERSE COMPUTATION FROM THIS POINT,
 TU2995'AND WAS THEN PROVEN BY ANGLE CHECKS, BUT THE MARK WAS NOT
 TU2995'FOUND.  A SEARCH WAS ALSO MADE FOR THE REFERENCE MARKS AT THE
 TU2995'PUBLISHED DISTANCE AND ANGLES BUT THEY WERE NOT FOUND.
 TU2995'CONSIDERABLE BULLDOZING HAS BEEN DONE ALONG THE ENTIRE HILL-TOP AND
 TU2995'ALL MARKS WERE PROBABLY DESTROYED THEN.
 TU2995
 TU2995                          STATION RECOVERY (1999)
 TU2995
 TU2995'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU2995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1169 ***********************************************************************
 TU1169  DESIGNATION -  WAILUPE
 TU1169  PID         -  TU1169
 TU1169  STATE/COUNTY-  HI/HONOLULU
 TU1169  USGS QUAD   -  KOKO HEAD (1983)
 TU1169
 TU1169                         *CURRENT SURVEY CONTROL
 TU1169  ___________________________________________________________________
 TU1169* NAD 83(1993)-  21 16 50.85390(N)    157 45 28.83200(W)     ADJUSTED  
 TU1169* LOCAL TIDAL -        90.2    (meters)     296.     (feet)  VERT ANG  
 TU1169  ___________________________________________________________________
 TU1169  EPOCH DATE  -        1993.62
 TU1169  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 TU1169  GEOID HEIGHT-          15.60  (meters)                     GEOID03
 TU1169
 TU1169  HORZ ORDER  -  SECOND
 TU1169
 TU1169.The horizontal coordinates were established by classical geodetic methods
 TU1169.and adjusted by the National Geodetic Survey in December 1998..
 TU1169.The horizontal coordinates are valid at the epoch date displayed above.
 TU1169.The epoch date for horizontal control is a decimal equivalence
 TU1169.of Year/Month/Day.
 TU1169
 TU1169.The orthometric height was determined by vertical angle observations.
 TU1169
 TU1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1169
 TU1169.The geoid height was determined by GEOID03.
 TU1169
 TU1169;                    North         East     Units Scale Factor Converg.
 TU1169;SPC HI 3     -    12,655.155   525,112.361   MT  0.99999779   +0 05 16.2
 TU1169;UTM  04      - 2,353,731.139   628,843.193   MT  0.99980514   +0 27 03.0
 TU1169
 TU1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1169!SPC HI 3     -   0.99998337  x   0.99999779  =   0.99998116
 TU1169!UTM  04      -   0.99998337  x   0.99980514  =   0.99978851
 TU1169
 TU1169|---------------------------------------------------------------------|
 TU1169| PID    Reference Object                     Distance      Geod. Az  |
 TU1169|                                                           dddmmss.s |
 TU1169| CJ9089 WAILUPE RM 1                          5.654 METERS 01821     |
 TU1169| TU1024 KOKO HEAD 3                         APPROX. 5.9 KM 1092139.9 |
 TU1169| TU1174 WAILUPE FLAGSTAFF                   APPROX. 0.5 KM 2054812.4 |
 TU1169| CJ9090 WAILUPE RM 2                          2.965 METERS 31803     |
 TU1169|---------------------------------------------------------------------|
 TU1169
 TU1169                          SUPERSEDED SURVEY CONTROL
 TU1169
 TU1169  NAD 83(1986)-  21 16 50.80355(N)    157 45 28.84048(W) AD(       ) 2
 TU1169  OLD HI      -  21 17 02.19835(N)    157 45 38.71055(W) AD(       ) 2
 TU1169
 TU1169.Superseded values are not recommended for survey control.
 TU1169.NGS no longer adjusts projects to the OLD HI datum.
 TU1169.See file dsdata.txt to determine how the superseded data were derived.
 TU1169
 TU1169_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2884353731(NAD 83)
 TU1169_MARKER: Z = SEE DESCRIPTION
 TU1169_SETTING: 0 = UNSPECIFIED SETTING
 TU1169
 TU1169  HISTORY     - Date     Condition        Report By
 TU1169  HISTORY     - 1928     MONUMENTED       CGS
 TU1169  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1169  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1169  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1169
 TU1169                          STATION DESCRIPTION
 TU1169
 TU1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1169'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN DRILLED HOLE
 TU1169'IN BEDROCK SURROUNDED BY A PLATFORM OF ROCKS CEMENTED TOGETHER,
 TU1169'ON EXTREME SE CORNER OF RIDGE, JUST ABOVE HIND AND CLARKE DAIRY ON
 TU1169'WAIALAE ROAD, NEAR THE BOUNDARY BETWEEN WAIALAE AND WAILUPE
 TU1169'DISTRICTS.
 TU1169'
 TU1169'WAILUPE WIRELESS STATION, FLAGPOLE IS 25 DEG 48 MIN 02 SEC IN
 TU1169'AZIMUTH FROM STATION.
 TU1169
 TU1169                          STATION RECOVERY (1931)
 TU1169
 TU1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1169'ABOUT 500 METERS NE OF THE WAILUPE NAVAL RADIO STATION ON
 TU1169'THE S END OF A RIDGE, ABOUT 300 FEET ABOVE SEA LEVEL.  MARKED
 TU1169'IN ACCORDANCE WITH NOTE 14A.  DISK COULD NOT BE SEEN.  AN
 TU1169'IRON BOLT IS SET IN THE ROCK, 7 FEET 11 INCHES, S. 30 DEG
 TU1169'W. (MAG.).  A FAIR TRAIL LEADS TO THE STATION FROM A POINT 25
 TU1169'METERS W OF THE ELECTRIC PUMPING STATION ON THE HIND AND CLARKE
 TU1169'DAIRY FARM.
 TU1169
 TU1169                          STATION RECOVERY (1963)
 TU1169
 TU1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1169'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO NEW
 TU1169'REFERENCE MARKS, NUMBERS ONE AND TWO, WERE ESTABLISHED.  A
 TU1169'COMPLETE DESCRIPTION FOLLOWS--
 TU1169'
 TU1169'STATION IS LOCATED AT THE SOUTHWEST CORNER OF AINA HAINA, ON THE
 TU1169'SOUTHEAST TIP OF WILIWILINUI RIDGE, ABOUT 150 YARDS NORTHWEST
 TU1169'FROM THE AINA HAINA SCHOOL AND AT ABOUT 265 FEET ELEVATION.
 TU1169'
 TU1169'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 TU1169'OF THE KALANIANAOLE HIGHWAY AND WEST HIND DRIVE IN AINA HAINA, GO
 TU1169'NORTH ON WEST HIND DRIVE FOR 0.15 MILE.  TURN LEFT AND FOLLOW
 TU1169'ASPHALT DRIVEWAY WEST FOR 0.1 MILE TO REAR OF AINA HAINA SCHOOL
 TU1169'AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST UP VERY STEEP,
 TU1169'BRUSHY HILLSIDE FOR ABOUT 150 YARDS TO STATION.
 TU1169'
 TU1169'STATION MARK IS A HAWAIIAN TERRITORIAL SURVEY DISK, UNSTAMPED,
 TU1169'CEMENTED IN A DRILL HOLE IN BEDROCK 8 FEET NORTHWEST FROM EDGE
 TU1169'OF BLUFF.  A TYPE A, HAWAIIAN TERRITORIAL SURVEY SIGNAL IS
 TU1169'CENTERED OVER THE MARK, THE FLOOR OF THE SIGNAL IS 4 FEET ABOVE
 TU1169'GROUND AND THE RED-AND-WHITE, METAL TARGET EXTENDS 6 FEET ABOVE
 TU1169'THE FLOOR.
 TU1169'
 TU1169'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAILUPE NO
 TU1169'1 1928 1963, CEMENTED IN A DRILL HOLE IN A BEDROCK LEDGE.  IT IS
 TU1169'2 FEET SOUTHEAST FROM EDGE OF GRASS LINE, 1 FOOT NORTHWEST FROM
 TU1169'SOUTHEAST EDGE OF LEDGE, AND ABOUT 4 FEET HIGHER THAN STATION
 TU1169'MARK.
 TU1169'
 TU1169'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAILUPE NO 2
 TU1169'1928 1963, CEMENTED IN A DRILL HOLE IN A BLACK BEDROCK KNOB THAT
 TU1169'PROJECTS ABOUT 2 FEET ABOVE GROUND, AND IS ABOUT 2 FEET HIGHER
 TU1169'THAN THE STATION MARK.
 TU1169
 TU1169                          STATION RECOVERY (1969)
 TU1169
 TU1169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1169'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 TU1169'CONDITION AS DESCRIBED IN 1963.  DUE TO SOME ROAD CHANGES, A
 TU1169'COMPLETE DESCRIPTION FOLLOWS--
 TU1169'
 TU1169'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF AINA HAINA, ON
 TU1169'THE SOUTHEAST TIP OF WILIWILINUI RIDGE AND JUST SOUTH OF A
 TU1169'LARGE HOUSE.
 TU1169'
 TU1169'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 TU1169'OF WEST HIND DRIVE AND KALANIANAOLE HIGHWAY IN AINA HAINA.  GO
 TU1169'WEST ON THE HIGHWAY FOR 0.6 MILE TO WAA STREET ON THE
 TU1169'RIGHT.  TURN RIGHT, ON WAA STRET FOR 0.05 MILE TO POOLA STREET
 TU1169'ON THE RIGHT.  TURN RIGHT, ON POOLA STREET, AND GO EAST AND
 TU1169'NORTH, FOR 0.7 MILE TO PANALEA PLACE ON THE RIGHT.  TURN RIGHT,
 TU1169'ON PANALEA PLACE, FOR ABOUT 150 FEET TO THE END OF THE
 TU1169'ROAD AT A CIRCULAR DRIVE, AND THE END OF TRUCK TRAVEL.  FROM
 TU1169'HERE PACK SOUTH, AROUND THE LARGE HOUSE, TO THE EDGE OF THE
 TU1169'BLUFF AND THE STATION OVERLOOKING THE AINA HAINA SCHOOL.
 TU1169'
 TU1169'STATION MARK, IS A HAWAIIAN TERRITORIAL SURVEY DISK, WHICH IS
 TU1169'UNSTAMPED.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK AND A
 TU1169'TYPE A HAWAIIAN TERRITORIAL SIGNAL IS CENTERED OVER IT.  THE
 TU1169'FLOOR OF THE SIGNAL IS A 6-FOOT SQUARE CONCRETE SLAB WHICH
 TU1169'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 15 FEET EAST
 TU1169'OF THE SOUTHEAST END OF A CONCRETE BLOCK WALL AND 10.5 FEET
 TU1169'SOUTH OF THE SOUTHWEST END OF A CONCRETE BLOCK WALL.
 TU1169'
 TU1169'REFERENCE MARK 1, IS A STANDARD DISK STAMPED WAILUPE NO 1 1928
 TU1169'1963.  IT IS CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP, WHICH
 TU1169'IS ABOUT 3 FEET HIGHER THAN THE STATION.
 TU1169'
 TU1169'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAILUPE NO 2 1928
 TU1169'1963.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 TU1169'WHICH PROJECTS ABOUT 2 FEET ON THE WEST AND SOUTH SIDES, AND IS
 TU1169'ABOUT 1 FOOT HIGHER THAN THE STATION.
 TU1169'
 TU1169'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 TU1169'
 TU1169'REFERENCE MARK 1 TO REFERENCE MARK 2 DISTANCE IS 16.11 FT. OR
 TU1169'4.910 M.
 TU1169'
 TU1169'HEIGHT OF LIGHT ABOVE STATION MARK 5.8 FEET.
 TU1169'
 TU1169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1169'IN AINA HAINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1172 ***********************************************************************
 TU1172  DESIGNATION -  WAILUPE CUPOLA
 TU1172  PID         -  TU1172
 TU1172  STATE/COUNTY-  HI/HONOLULU
 TU1172  USGS QUAD   -  KOKO HEAD (1983)
 TU1172
 TU1172                         *CURRENT SURVEY CONTROL
 TU1172  ___________________________________________________________________
 TU1172* NAD 83(1993)-  21 16 32.98082(N)    157 45 36.23014(W)     ADJUSTED  
 TU1172* LOCAL TIDAL -                                                        
 TU1172  ___________________________________________________________________
 TU1172  EPOCH DATE  -        1993.62
 TU1172  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TU1172  GEOID HEIGHT-          15.55  (meters)                     GEOID03
 TU1172
 TU1172  HORZ ORDER  -  THIRD
 TU1172
 TU1172.The horizontal coordinates were established by classical geodetic methods
 TU1172.and adjusted by the National Geodetic Survey in December 1998..
 TU1172.The horizontal coordinates are valid at the epoch date displayed above.
 TU1172.The epoch date for horizontal control is a decimal equivalence
 TU1172.of Year/Month/Day.
 TU1172
 TU1172
 TU1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1172
 TU1172.The geoid height was determined by GEOID03.
 TU1172
 TU1172;                    North         East     Units Scale Factor Converg.
 TU1172;SPC HI 3     -    12,105.132   524,899.936   MT  0.99999766   +0 05 13.4
 TU1172;UTM  04      - 2,353,179.887   628,634.297   MT  0.99980447   +0 26 59.9
 TU1172
 TU1172                          SUPERSEDED SURVEY CONTROL
 TU1172
 TU1172  NAD 83(1986)-  21 16 32.93031(N)    157 45 36.23892(W) AD(       ) 4
 TU1172  OLD HI      -  21 16 44.32900(N)    157 45 46.14600(W) AD(       ) 3
 TU1172
 TU1172.Superseded values are not recommended for survey control.
 TU1172.NGS no longer adjusts projects to the OLD HI datum.
 TU1172.See file dsdata.txt to determine how the superseded data were derived.
 TU1172
 TU1172_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2863453180(NAD 83)
 TU1172
 TU1172  HISTORY     - Date     Condition        Report By
 TU1172  HISTORY     - 1925     MONUMENTED       CGS
 TU1172  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1172  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1172
 TU1172                          STATION DESCRIPTION
 TU1172
 TU1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1172'IN SOUTHEASTERN OAHU, AT WAILUPE NAVAL RADIO STATION, A LOW
 TU1172'SQUARE CUPOLA ON A DARK RED BUILDING (RECEIVING STATION) OUT
 TU1172'OVER WATER.
 TU1172
 TU1172                          STATION RECOVERY (1931)
 TU1172
 TU1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1172'RECOVERED IN GOOD CONDITION AS DESCRIBED.  LOCAL AUTHORITIES
 TU1172'STATE THE BUILDING WAS ERECTED IN 1922.  HIGH-WATER LINE IS 72
 TU1172'FEET N. 20 DEG W. (MAG.).
 TU1172
 TU1172                          STATION RECOVERY (1964)
 TU1172
 TU1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1172'STATION IS GONE.  THE OLD NAVAL RADIO STATION WAS REMOVED
 TU1172'LONG AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1174 ***********************************************************************
 TU1174  DESIGNATION -  WAILUPE FLAGSTAFF
 TU1174  PID         -  TU1174
 TU1174  STATE/COUNTY-  HI/HONOLULU
 TU1174  USGS QUAD   -  KOKO HEAD (1983)
 TU1174
 TU1174                         *CURRENT SURVEY CONTROL
 TU1174  ___________________________________________________________________
 TU1174* NAD 83(1993)-  21 16 35.32354(N)    157 45 36.84315(W)     ADJUSTED  
 TU1174* LOCAL TIDAL -                                                        
 TU1174  ___________________________________________________________________
 TU1174  EPOCH DATE  -        1993.62
 TU1174  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 TU1174  GEOID HEIGHT-          15.56  (meters)                     GEOID03
 TU1174
 TU1174  HORZ ORDER  -  THIRD
 TU1174
 TU1174.The horizontal coordinates were established by classical geodetic methods
 TU1174.and adjusted by the National Geodetic Survey in December 1998..
 TU1174.The horizontal coordinates are valid at the epoch date displayed above.
 TU1174.The epoch date for horizontal control is a decimal equivalence
 TU1174.of Year/Month/Day.
 TU1174
 TU1174
 TU1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1174
 TU1174.The geoid height was determined by GEOID03.
 TU1174
 TU1174;                    North         East     Units Scale Factor Converg.
 TU1174;SPC HI 3     -    12,177.156   524,882.155   MT  0.99999765   +0 05 13.2
 TU1174;UTM  04      - 2,353,251.784   628,616.064   MT  0.99980441   +0 26 59.8
 TU1174
 TU1174                          SUPERSEDED SURVEY CONTROL
 TU1174
 TU1174  NAD 83(1986)-  21 16 35.27305(N)    157 45 36.85148(W) AD(       ) 4
 TU1174  OLD HI      -  21 16 46.66800(N)    157 45 46.74100(W) AD(       ) 3
 TU1174
 TU1174.Superseded values are not recommended for survey control.
 TU1174.NGS no longer adjusts projects to the OLD HI datum.
 TU1174.See file dsdata.txt to determine how the superseded data were derived.
 TU1174
 TU1174_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2861653252(NAD 83)
 TU1174
 TU1174  HISTORY     - Date     Condition        Report By
 TU1174  HISTORY     - 1925     MONUMENTED       CGS
 TU1174  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1174  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1174
 TU1174                          STATION DESCRIPTION
 TU1174
 TU1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1174'THE FLAGSTAFF AT WAILUPE NAVAL RADIO STATION, SOUTHEASTERN OAHU.
 TU1174
 TU1174                          STATION RECOVERY (1931)
 TU1174
 TU1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1174'RECOVERED IN GOOD CONDITION.  LOCAL AUTHORITIES STATE THE MAST
 TU1174'WAS BUILT IN 1922.  IT HAS A SQUARE CONCRETE BASE, 6 BY 6 FEET,
 TU1174'SET FLUSH WITH GROUND.  IT IS 27 FEET S OF THE CENTER LINE OF
 TU1174'PAVED HIGHWAY.  HIGH-WATER LINE IS 112 FEET S. 20 DEG E. (MAG.).
 TU1174
 TU1174                          STATION RECOVERY (1964)
 TU1174
 TU1174'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1174'STATION IS GONE.  KALANIANAOLE HIGHWAY IS 4-LANE IN THIS
 TU1174'VICINITY AND IT IS BELIEVED THAT THE EAST-BOUND LANE PASSES OVER
 TU1174'STATION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1016 ***********************************************************************
 TU1016  DESIGNATION -  WAIMANALO
 TU1016  PID         -  TU1016
 TU1016  STATE/COUNTY-  HI/HONOLULU
 TU1016  USGS QUAD   -  KOKO HEAD (1983)
 TU1016
 TU1016                         *CURRENT SURVEY CONTROL
 TU1016  ___________________________________________________________________
 TU1016* NAD 83(1993)-  21 19 14.02643(N)    157 40 55.11683(W)     ADJUSTED  
 TU1016* LOCAL TIDAL -       421.     (meters)    1381.     (feet)  SCALED    
 TU1016  ___________________________________________________________________
 TU1016  EPOCH DATE  -        1993.62
 TU1016  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 TU1016  GEOID HEIGHT-          15.50  (meters)                     GEOID03
 TU1016
 TU1016  HORZ ORDER  -  SECOND
 TU1016
 TU1016.The horizontal coordinates were established by classical geodetic methods
 TU1016.and adjusted by the National Geodetic Survey in December 1998..
 TU1016.The horizontal coordinates are valid at the epoch date displayed above.
 TU1016.The epoch date for horizontal control is a decimal equivalence
 TU1016.of Year/Month/Day.
 TU1016
 TU1016.The orthometric height was scaled from a topographic map.
 TU1016
 TU1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1016
 TU1016.The geoid height was determined by GEOID03.
 TU1016
 TU1016;                    North         East     Units Scale Factor Converg.
 TU1016;SPC HI 3     -    17,072.545   532,993.672   MT  1.00000345   +0 06 56.3
 TU1016;UTM  04      - 2,358,197.602   636,694.899   MT  0.99983090   +0 28 45.4
 TU1016
 TU1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1016!SPC HI 3     -   0.99993140  x   1.00000345  =   0.99993485
 TU1016!UTM  04      -   0.99993140  x   0.99983090  =   0.99976231
 TU1016
 TU1016|---------------------------------------------------------------------|
 TU1016| PID    Reference Object                     Distance      Geod. Az  |
 TU1016|                                                           dddmmss.s |
 TU1016| CJ9091 WAIMANALO RM 1                       12.643 METERS 00754     |
 TU1016| CJ9092 WAIMANALO RM 2                        4.684 METERS 13345     |
 TU1016| TU1017 KOKO CRATER                         APPROX. 4.0 KM 1862921.6 |
 TU1016| TU1024 KOKO HEAD 3                         APPROX. 6.8 KM 1994629.6 |
 TU1016|---------------------------------------------------------------------|
 TU1016
 TU1016                          SUPERSEDED SURVEY CONTROL
 TU1016
 TU1016  NAD 83(1986)-  21 19 13.97640(N)    157 40 55.12568(W) AD(       ) 2
 TU1016  OLD HI      -  21 19 25.39300(N)    157 41 05.01200(W) AD(       ) 2
 TU1016
 TU1016.Superseded values are not recommended for survey control.
 TU1016.NGS no longer adjusts projects to the OLD HI datum.
 TU1016.See file dsdata.txt to determine how the superseded data were derived.
 TU1016
 TU1016_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3669558198(NAD 83)
 TU1016_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1016_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 TU1016_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 TU1016
 TU1016  HISTORY     - Date     Condition        Report By
 TU1016  HISTORY     - 1927     MONUMENTED       CGS
 TU1016  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU1016  HISTORY     - 1958     SEE DESCRIPTION  LOCENG
 TU1016  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1016
 TU1016                          STATION DESCRIPTION
 TU1016
 TU1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1016'IN SOUTHEASTERN OAHU, ON THE SUMMIT OF THE KOOLAU RANGE, ABOUT
 TU1016'3-1/4 MILES EAST-SOUTHEAST OF THE WAIMANALO SUGAR MILL.  REACHED
 TU1016'BY DRIVING TO THE SUMMIT OF THE MAKAPUU LIGHTHOUSE ROAD FROM
 TU1016'HONOLULU, WHICH IS AT THE FOOT OF KOKO CRATER, THENCE FOLLOWING
 TU1016'THIS RIDGE TO THE NORTH UP TO THE SUMMIT OF THE KOOLAU RANGE,
 TU1016'WHEN THE STATION WILL BE FOUND ON THE HIGHEST PART OF THE FIRST
 TU1016'PEAK TO THE LEFT (WEST).  MARKED ACCORDING TO NOTE 6A, A
 TU1016'STANDARD DISK STATION MARK SET IN CONCRETE IN TILE EMBEDDED IN
 TU1016'EARTH.  REFERENCE MARKS WERE AS FOLLOWS--NO. 1, NOTE 12A,
 TU1016'STANDARD REFERENCE DISK IN OUTCROPPING BEDROCK, 12.643
 TU1016'METERS (41.48 FEET) FROM STATION IN AZIMUTH 187 DEG 54 MIN.
 TU1016'NO. 2, NOTE 13A, STANDARD REFERENCE DISK IN CONCRETE IN
 TU1016'TILE,4.684 METERS (15.37 FEET) FROM STATION IN AZIMUTH 313
 TU1016'DEG 45 MIN.  A FOREST RESERVE PIPE IS 1.533 METERS (5.03
 TU1016'FEET) FROM STATION IN AZIMUTH 185 DEG 08 MIN.  RE-MARKED
 TU1016'ACCORDING TO NOTE 14X IN 1929.
 TU1016
 TU1016                          STATION RECOVERY (1931)
 TU1016
 TU1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HAP)
 TU1016'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION
 TU1016'IS MARKED WITH BLOCK OF CONCRETE 10 INCHES SQUARE WITH 2-1/2-INCH
 TU1016'PIPE SET IN CENTER, EXTENDING ABOUT 2 FEET.  SIGNAL IS
 TU1016'PLACED IN THIS SOCKET PIPE.
 TU1016
 TU1016                          STATION RECOVERY (1958)
 TU1016
 TU1016'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1958
 TU1016'STATION WAS NOT RECOVERED.
 TU1016'
 TU1016'REFERENCE MARK 1 RECOVERED AS DESCRIBED.  TWO FRAGMENTS OF
 TU1016'CAST IRON PIPE WERE FOUND WHICH MAY HAVE CONTAINED REFERENCE
 TU1016'MARK 2.  AN OCTAGANOL CONCRETE SLAB ABOUT 12 FOOT ACROSS
 TU1016'OCCUPIES THE SUMMIT OF THE HILL, PROBABLY ACCOUNTS FOR THE LOSS
 TU1016'OF THE STATION.  A STANDARD TARGET WAS PLACED IN A PIPE AT ONE
 TU1016'CORNER OF THE SLAB BY THE U.S.E.
 TU1016
 TU1016                          STATION RECOVERY (1964)
 TU1016
 TU1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1016'STATION IS GONE.  THERE IS NOW AN ARMY RADAR STATION ON THE
 TU1016'SUMMIT OF THE HILL.  IN PREPARATION FOR CONSTRUCTION OF THE
 TU1016'RADAR STATION THE HILLTOP WAS CUT DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1014 ***********************************************************************
 TU1014  DESIGNATION -  WAIMANALO 2
 TU1014  PID         -  TU1014
 TU1014  STATE/COUNTY-  HI/HONOLULU
 TU1014  USGS QUAD   -  KOKO HEAD (1983)
 TU1014
 TU1014                         *CURRENT SURVEY CONTROL
 TU1014  ___________________________________________________________________
 TU1014* NAD 83(1993)-  21 19 07.21247(N)    157 40 33.27555(W)     ADJUSTED  
 TU1014* LOCAL TIDAL -       380.0    (meters)    1247.     (feet)  VERT ANG  
 TU1014  ___________________________________________________________________
 TU1014  EPOCH DATE  -        1993.62
 TU1014  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 TU1014  GEOID HEIGHT-          15.46  (meters)                     GEOID03
 TU1014
 TU1014  HORZ ORDER  -  FIRST
 TU1014
 TU1014.The horizontal coordinates were established by classical geodetic methods
 TU1014.and adjusted by the National Geodetic Survey in December 1998..
 TU1014.The horizontal coordinates are valid at the epoch date displayed above.
 TU1014.The epoch date for horizontal control is a decimal equivalence
 TU1014.of Year/Month/Day.
 TU1014
 TU1014.The orthometric height was determined by vertical angle observations.
 TU1014
 TU1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1014
 TU1014.The geoid height was determined by GEOID03.
 TU1014
 TU1014;                    North         East     Units Scale Factor Converg.
 TU1014;SPC HI 3     -    16,864.257   533,623.538   MT  1.00000396   +0 07 04.2
 TU1014;UTM  04      - 2,357,993.351   637,325.966   MT  0.99983304   +0 28 53.2
 TU1014
 TU1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1014!SPC HI 3     -   0.99993785  x   1.00000396  =   0.99994181
 TU1014!UTM  04      -   0.99993785  x   0.99983304  =   0.99977090
 TU1014
 TU1014:                Primary Azimuth Mark                     Grid Az
 TU1014:SPC HI 3     -  MAKAPUU POINT LIGHT                      109 33 12.2
 TU1014:UTM  04      -  MAKAPUU POINT LIGHT                      109 11 23.2
 TU1014
 TU1014|---------------------------------------------------------------------|
 TU1014| PID    Reference Object                     Distance      Geod. Az  |
 TU1014|                                                           dddmmss.s |
 TU1014| TU1008 MAKAPUU POINT LIGHT                 APPROX. 2.9 KM 1094016.4 |
 TU1014| TU1009 MAKAPUU PT CG RADIO MAST            APPROX. 2.8 KM 1131306.9 |
 TU1014| CJ9093 WAIMANALO 2 RM 1                      4.050 METERS 11457     |
 TU1014| TU1011 MAKAPUU POINT RM 3                  APPROX. 2.6 KM 1154802.6 |
 TU1014| CJ9094 WAIMANALO 2 RM 2                      8.204 METERS 27051     |
 TU1014| TU1015 KOOLAU RNG NIKE SITE RADAR ANT      APPROX. 0.6 KM 2901859.5 |
 TU1014| TU1033 BELLOWS AFB COMM MAST               APPROX. 5.9 KM 3175634.8 |
 TU1014|---------------------------------------------------------------------|
 TU1014
 TU1014                          SUPERSEDED SURVEY CONTROL
 TU1014
 TU1014  NAD 83(1986)-  21 19 07.16243(N)    157 40 33.28432(W) AD(       ) 1
 TU1014  OLD HI      -  21 19 18.57139(N)    157 40 43.15537(W) AD(       ) 1
 TU1014
 TU1014.Superseded values are not recommended for survey control.
 TU1014.NGS no longer adjusts projects to the OLD HI datum.
 TU1014.See file dsdata.txt to determine how the superseded data were derived.
 TU1014
 TU1014_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3732657993(NAD 83)
 TU1014_MARKER: Z = SEE DESCRIPTION
 TU1014_SETTING: 0 = UNSPECIFIED SETTING
 TU1014
 TU1014  HISTORY     - Date     Condition        Report By
 TU1014  HISTORY     - 1969     MONUMENTED       CGS
 TU1014
 TU1014                          STATION DESCRIPTION
 TU1014
 TU1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1014'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO RIDGE BETWEEN.
 TU1014'
 TU1014'STATION IS LOCATED ABOUT 5-3/4 MILES NORTHEAST OF AINA HAINA, 3-1/2
 TU1014'MILES SOUTHEAST OF WAIMANALO, 2.0 MILES NORTHWEST OF THE MAKAPUU
 TU1014'PT. LIGHTHOUSE AND ON A PROMINENT POINT ABOUT 0.2 MILE EAST OF A
 TU1014'NIKE SITE INSTALLATION.
 TU1014'
 TU1014'TO REACH FROM THE POST OFFICE IN WAIMANALO, GO SOUTHEAST ON
 TU1014'KALANIANAOLE HIGHWAY (72) FOR 2.6 MILES TO SEA LIFE PARK ON THE
 TU1014'RIGHT, CONTINUE SOUTHEAST THEN SOUTHWEST ON THE HIGHWAY FOR 2.6
 TU1014'MILES TO A GRAVEL SIDE ROAD ON THE RIGHT AND SIGN HORSEBACK
 TU1014'RIDING 1/2 MILE KOKO HEAD STABLES.  TURN RIGHT AND GO NORTHWEST
 TU1014'ON GRAVELED ROAD FOR 0.6 MILE TO A PAVED ROAD ON THE LEFT,
 TU1014'CONTINUE ON THE GRAVEL ROAD FOR 0.1 MILE TO A CROSSROAD, TURN
 TU1014'LEFT AND GO WEST FOR 0.1 MILE TO A WIRE MESS GATE ON THE RIGHT
 TU1014'AND SIGN THIS IS A MILITARY ROAD ETC.  PASS THROUGH THE GATE
 TU1014'AND GO NORTHERLY ON A NARROW, PAVED ROAD FOR 2.0 MILES TO A
 TU1014'MILITARY INSTALLATION ON THE RIGHT, CONTINUE NORTH ON THE ROAD
 TU1014'FOR 0.5 MILE TO A CONCRETE DRAINAGE DITCH ON THE RIGHT AND
 TU1014'THE END OF TRUCK TRAVEL.  PACK EASTERLY ALONG THE NORTH SIDE
 TU1014'OF A FENCE, THEN SOUTH TO THE SOUTHEAST CORNER OF THE FENCE,
 TU1014'THEN SOUTHEAST, UPHILL, FOR ABOUT 150 YARDS THROUGH
 TU1014'BRUSH TO THE HIGHEST POINT OF HILL AND STATION.  20 MINUTE
 TU1014'PACK.
 TU1014'
 TU1014'STATION MARK IS A STANDARD DISK, STAMPED WAIMANALO 2 1969,
 TU1014'CEMENTED IN A DRILL HOLE IN A OUTCROP.  IT IS ON THE HIGHEST PART
 TU1014'OF THE HILL.
 TU1014'
 TU1014'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WAIMANALO 2 NO 1
 TU1014'1969, CEMENTED IN A DRILL HOLE IN BED ROCK.  IT IS ABOUT THE
 TU1014'SAME ELEVATION AS THE STATION.
 TU1014'
 TU1014'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WAIMANALO 2 NO 2
 TU1014'1969, CEMENTED IN A DRILL HOLE IN AN OUTCROP WHICH IS FLUSH ON THE
 TU1014'SOUTH, EAST AND WEST SIDES AND PROJECTS ABOUT 3 FEET ON THE
 TU1014'NORTH SIDE.  IT IS ABOUT 6 FEET LOWER THAN THE STATION.
 TU1014'
 TU1014'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1043 ***********************************************************************
 TU1043  DESIGNATION -  WAIMANALO RIDGE
 TU1043  PID         -  TU1043
 TU1043  STATE/COUNTY-  HI/HONOLULU
 TU1043  USGS QUAD   -  KOKO HEAD (1983)
 TU1043
 TU1043                         *CURRENT SURVEY CONTROL
 TU1043  ___________________________________________________________________
 TU1043* NAD 83(1993)-  21 21 13.81984(N)    157 44 00.71289(W)     ADJUSTED  
 TU1043* LOCAL TIDAL -       128.4    (meters)     421.     (feet)  VERT ANG  
 TU1043  ___________________________________________________________________
 TU1043  EPOCH DATE  -        1993.62
 TU1043  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 TU1043  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU1043
 TU1043  HORZ ORDER  -  FIRST
 TU1043
 TU1043.The horizontal coordinates were established by classical geodetic methods
 TU1043.and adjusted by the National Geodetic Survey in December 1998..
 TU1043.The horizontal coordinates are valid at the epoch date displayed above.
 TU1043.The epoch date for horizontal control is a decimal equivalence
 TU1043.of Year/Month/Day.
 TU1043
 TU1043.The orthometric height was determined by vertical angle observations.
 TU1043
 TU1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1043
 TU1043.The geoid height was determined by GEOID03.
 TU1043
 TU1043;                    North         East     Units Scale Factor Converg.
 TU1043;SPC HI 3     -    20,746.979   527,638.829   MT  0.99999944   +0 05 49.3
 TU1043;UTM  04      - 2,361,837.296   631,317.791   MT  0.99981309   +0 27 40.4
 TU1043
 TU1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1043!SPC HI 3     -   0.99997732  x   0.99999944  =   0.99997676
 TU1043!UTM  04      -   0.99997732  x   0.99981309  =   0.99979041
 TU1043
 TU1043:                Primary Azimuth Mark                     Grid Az
 TU1043:SPC HI 3     -  BELLOWS AFB COMM MAST                    076 01 39.1
 TU1043:UTM  04      -  BELLOWS AFB COMM MAST                    075 39 48.0
 TU1043
 TU1043|---------------------------------------------------------------------|
 TU1043| PID    Reference Object                     Distance      Geod. Az  |
 TU1043|                                                           dddmmss.s |
 TU1043| TU1033 BELLOWS AFB COMM MAST               APPROX. 2.1 KM 0760728.4 |
 TU1043| TU1034 BELLOWS AFB MICROWAVE TOWER         APPROX. 1.9 KM 0790207.6 |
 TU1043| TU1008 MAKAPUU POINT LIGHT                 APPROX.10.0 KM 1191308.5 |
 TU1043| TU1009 MAKAPUU PT CG RADIO MAST            APPROX. 9.9 KM 1201849.1 |
 TU1043| CJ9095 WAIMANALO RIDGE RM 1                  5.173 METERS 24711     |
 TU1043| CJ9096 WAIMANALO RIDGE RM 2                  4.516 METERS 31412     |
 TU1043|---------------------------------------------------------------------|
 TU1043
 TU1043                          SUPERSEDED SURVEY CONTROL
 TU1043
 TU1043  NAD 83(1986)-  21 21 13.76958(N)    157 44 00.72089(W) AD(       ) 1
 TU1043  OLD HI      -  21 21 25.18119(N)    157 44 10.59756(W) AD(       ) 1
 TU1043
 TU1043.Superseded values are not recommended for survey control.
 TU1043.NGS no longer adjusts projects to the OLD HI datum.
 TU1043.See file dsdata.txt to determine how the superseded data were derived.
 TU1043
 TU1043_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3131861837(NAD 83)
 TU1043
 TU1043  HISTORY     - Date     Condition        Report By
 TU1043  HISTORY     - 1952     MONUMENTED       CGS
 TU1043  HISTORY     - 1961     SEE DESCRIPTION  LOCENG
 TU1043  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1043  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1043
 TU1043                          STATION DESCRIPTION
 TU1043
 TU1043'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (MCA)
 TU1043'STATION FOUND IN GOOD CONDITION.  IT IS A IRON PIPE DRILLED IN A
 TU1043'CONCRETE MONUMENT ON THE HIGHEST PEAK.
 TU1043
 TU1043                          STATION RECOVERY (1964)
 TU1043
 TU1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1043'A TYPE C SIGNAL BUILT BY THE HAWAII TERRITORIAL SURVEY IN 1929
 TU1043'WAS RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1043'
 TU1043'STATION IS LOCATED ABOUT 2-3/4 MILES NORTHWEST OF THE POST OFFICE
 TU1043'IN WAIMANALO AND 1/4 MILE WEST OF STATE HIGHWAY 72, AT THE NORTH
 TU1043'END OF THE OPEN FLAT COUNTRY IN THE WAIMANALO DISTRICT, ON A HILL
 TU1043'OF ABOUT 425 FEET ELEVATION, ABOVE AN OLD QUARRY.
 TU1043'
 TU1043'TO REACH STATION FROM THE POST OFFICE IN WAIMANALO, GO NORTHWEST ON
 TU1043'STATE HIGHWAY 72 FOR 2.7 MILES TO GRAVELED SIDE ROAD LEFT.  GO UP
 TU1043'THIS FARM DRIVEWAY FOR 0.05 MILE TO RANCH BUILDINGS.  CONTINUE FOR
 TU1043'0.1 MILE, PASSING TO LEFT OF BARN, TO A SIDE ROAD LEFT, AFTER
 TU1043'PASSING THROUGH GATE.  TURN SHARP LEFT, ALONG RIGHT SIDE OF
 TU1043'FENCE AND FOLLOW ROAD UPGRADE FOR 0.1 MILE TO FORK.  TAKE RIGHT
 TU1043'FORK AND GO 0.25 MILE TO OLD QUARRY ON RIGHT.  CONTINUE AHEAD
 TU1043'ON OLD ROAD, BEARING RIGHT, UP ALONG RIDGE LINE, FOR 0.2 MILE
 TU1043'TO END OF ROAD AT SECOND QUARRY.  FROM HERE PACK NORTHWEST UP
 TU1043'ALONG RIDGE LINE FOR ABOUT 200 YARDS TO STATION.
 TU1043'
 TU1043'STATION IS CENTER OF A 2-1/2-INCH IRON PIPE THAT PROJECTS 2 FEET
 TU1043'FROM THE CENTER OF A 5-1/2-FOOT-SQUARE CONCRETE PLATFORM FLUSH WITH
 TU1043'THE GROUND.  A REMOVABLE, RED AND WHITE, METAL TARGET EXTENDS 8
 TU1043'FEET ABOVE THE PLATFORM.  THE STATION IS 12 FEET NORTHWEST OF AN
 TU1043'OLD SHALLOW TRENCH.
 TU1043
 TU1043                          STATION RECOVERY (1969)
 TU1043
 TU1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1043'THIS STATION WAS PREVIOUSLY THE CENTER OF A 2-1/2 INCH IRON PIPE
 TU1043'WHICH WAS PART OF A C TYPE HAWAII TERRITORIAL SURVEY SIGNAL.  AT
 TU1043'THIS TIME, THE IRON PIPE WAS REMOVED AND A STANDARD STATION
 TU1043'DISK WAS SET.  REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS
 TU1043'TIME.  A NEW DESCRIPTION FOLLOWS.
 TU1043'
 TU1043'THE STATION IS LOCATED ABOUT 2-3/4 MILES NORTHWEST OF WAIMANALO,
 TU1043'1/4 MILE WEST OF STATE HIGHWAY 72 AND ON THE HIGHEST POINT OF A
 TU1043'LOW BRUSHY RIDGE.
 TU1043'
 TU1043'TO REACH THE STATION FROM THE POST OFFICE IN WAIMANALO, GO
 TU1043'NORTHERLY ON STATE HIGHWAY 72 FOR 2.7 MILES TO A GOLF COURSE ON THE
 TU1043'RIGHT AND THE ENTRANCE TO A RIDING STABLE ON THE LEFT, TURN
 TU1043'LEFT AND GO WESTERLY UP THE DRIVEWAY PASSING BETWEEN THE HOUSE AND
 TU1043'STABLES FOR 0.1 MILE TO A NARROW LANE LEADING NORTHERLY, CONTINUE
 TU1043'AHEAD ON THE LANE ALONG THE WEST SIDE OF A FENCE FOR 0.15 MILE
 TU1043'TO A GRAVEL PIT AND THE END OF TRUCK TRAVEL.  PACK SOUTHERLY ON A
 TU1043'DIM TRAIL FOR ABOUT 150 YARDS TO THE CREST OF THE RIDGE, BEAR
 TU1043'LEFT AND CONTINUE ALONG THE RIDGE FOR ABOUT 75 YARDS TO THE
 TU1043'HIGHEST POINT AND THE STATION.
 TU1043'
 TU1043'THE STATION MARK IS A STANDARD DISK STAMPED WAIMANALO RIDGE
 TU1043'1952 1969, SET IN A MASS OF CONCRETE IN THE CENTER OF A 5 X 5 FOOT
 TU1043'CONCRETE PAD WHICH WAS PART OF THE C TYPE HAWAII TERRITORIAL
 TU1043'SURVEY SIGNAL.  IT IS ABOUT 6 INCHES BELOW THE SURFACE OF THE
 TU1043'CONCRETE PAD.
 TU1043'
 TU1043'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAIMANALO RIDGE NO 1
 TU1043'1952 1969, BRAZED TO THE TOP OF A 2 INCH SOIL PIPE PROJECTING
 TU1043'ABOUT 1 FOOT.  IT IS ABOUT 1 FOOT LOWER IN ELEVATION THAN
 TU1043'THE STATION MARK.
 TU1043'
 TU1043'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAIMANOLO RIDGE NO 2
 TU1043'1952 1969, BRAZED TO THE TOP OF A 2 INCH SOIL PIPE PROJECTING
 TU1043'ABOUT 1 FOOT.  IT IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 TU1043'STATION MARK.
 TU1043'
 TU1043'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO
 TU1043'HEAVY BRUSH ON LINE.
 TU1043'
 TU1043'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 TU1043'
 TU1043'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1043'2-3/4 MILES NORTHWEST OF WAIMANALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1019 ***********************************************************************
 TU1019  DESIGNATION -  WAIMANALO WHARF DERRICK
 TU1019  PID         -  TU1019
 TU1019  STATE/COUNTY-  HI/HONOLULU
 TU1019  USGS QUAD   -  KOKO HEAD (1983)
 TU1019
 TU1019                         *CURRENT SURVEY CONTROL
 TU1019  ___________________________________________________________________
 TU1019* NAD 83(1993)-  21 19 53.76753(N)    157 41 30.30861(W)     ADJUSTED  
 TU1019* LOCAL TIDAL -                                                        
 TU1019  ___________________________________________________________________
 TU1019  EPOCH DATE  -        1993.62
 TU1019  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 TU1019  GEOID HEIGHT-          15.57  (meters)                     GEOID03
 TU1019
 TU1019  HORZ ORDER  -  THIRD
 TU1019
 TU1019.The horizontal coordinates were established by classical geodetic methods
 TU1019.and adjusted by the National Geodetic Survey in December 1998..
 TU1019.The horizontal coordinates are valid at the epoch date displayed above.
 TU1019.The epoch date for horizontal control is a decimal equivalence
 TU1019.of Year/Month/Day.
 TU1019
 TU1019
 TU1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1019
 TU1019.The geoid height was determined by GEOID03.
 TU1019
 TU1019;                    North         East     Units Scale Factor Converg.
 TU1019;SPC HI 3     -    18,292.804   531,977.103   MT  1.00000263   +0 06 43.7
 TU1019;UTM  04      - 2,359,411.172   635,670.782   MT  0.99982745   +0 28 33.5
 TU1019
 TU1019                          SUPERSEDED SURVEY CONTROL
 TU1019
 TU1019  NAD 83(1986)-  21 19 53.71694(N)    157 41 30.31590(W) AD(       ) 4
 TU1019  OLD HI      -  21 20 05.13000(N)    157 41 40.20000(W) AD(       ) 3
 TU1019
 TU1019.Superseded values are not recommended for survey control.
 TU1019.NGS no longer adjusts projects to the OLD HI datum.
 TU1019.See file dsdata.txt to determine how the superseded data were derived.
 TU1019
 TU1019_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ3567159411(NAD 83)
 TU1019
 TU1019  HISTORY     - Date     Condition        Report By
 TU1019  HISTORY     - 1926     MONUMENTED       CGS
 TU1019  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1019
 TU1019                          STATION DESCRIPTION
 TU1019
 TU1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (ERH)
 TU1019'ON THE SOUTHEAST COAST OF OAHU, AT WAIMANALO LANDING.  STATION
 TU1019'IS THE VERTICAL SHAFT OF THE DERRICK ON THE OUTER END OF THE
 TU1019'CONCRETE PIER.
 TU1019
 TU1019                          STATION RECOVERY (1964)
 TU1019
 TU1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1019'STATION IS GONE.  THERE IS NO LONGER A WHARF AT WAIMANALO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1453 ***********************************************************************
 TU1453  DESIGNATION -  WAIMANO
 TU1453  PID         -  TU1453
 TU1453  STATE/COUNTY-  HI/HONOLULU
 TU1453  USGS QUAD   -  WAIPAHU (1983)
 TU1453
 TU1453                         *CURRENT SURVEY CONTROL
 TU1453  ___________________________________________________________________
 TU1453* NAD 83(1993)-  21 25 47.95684(N)    157 56 43.33702(W)     ADJUSTED  
 TU1453* LOCAL TIDAL -       264.4    (meters)     867.     (feet)  VERT ANG  
 TU1453  ___________________________________________________________________
 TU1453  EPOCH DATE  -        1993.62
 TU1453  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 TU1453  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU1453
 TU1453  HORZ ORDER  -  FIRST
 TU1453
 TU1453.The horizontal coordinates were established by classical geodetic methods
 TU1453.and adjusted by the National Geodetic Survey in December 1998..
 TU1453.The horizontal coordinates are valid at the epoch date displayed above.
 TU1453.The epoch date for horizontal control is a decimal equivalence
 TU1453.of Year/Month/Day.
 TU1453
 TU1453.The orthometric height was determined by vertical angle observations.
 TU1453
 TU1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1453
 TU1453.The geoid height was determined by GEOID03.
 TU1453
 TU1453;                    North         East     Units Scale Factor Converg.
 TU1453;SPC HI 3     -    29,155.879   505,663.276   MT  0.99999040   +0 01 11.9
 TU1453;UTM  04      - 2,370,104.336   609,293.872   MT  0.99974760   +0 23 07.3
 TU1453
 TU1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1453!SPC HI 3     -   0.99995596  x   0.99999040  =   0.99994636
 TU1453!UTM  04      -   0.99995596  x   0.99974760  =   0.99970357
 TU1453
 TU1453|---------------------------------------------------------------------|
 TU1453| PID    Reference Object                     Distance      Geod. Az  |
 TU1453|                                                           dddmmss.s |
 TU1453| CJ9097 WAIMANO RM 1                         10.107 METERS 19646     |
 TU1453| TU1614 WAIPAHU MILL STACK                  APPROX. 8.0 KM 2330422.9 |
 TU1453| CJ9098 WAIMANO RM 2                          9.757 METERS 29150     |
 TU1453|---------------------------------------------------------------------|
 TU1453
 TU1453                          SUPERSEDED SURVEY CONTROL
 TU1453
 TU1453  NAD 83(1986)-  21 25 47.90675(N)    157 56 43.34721(W) AD(       ) 1
 TU1453  OLD HI      -  21 25 59.31445(N)    157 56 53.23494(W) AD(       ) 1
 TU1453
 TU1453.Superseded values are not recommended for survey control.
 TU1453.NGS no longer adjusts projects to the OLD HI datum.
 TU1453.See file dsdata.txt to determine how the superseded data were derived.
 TU1453
 TU1453_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0929470104(NAD 83)
 TU1453_MARKER: Z = SEE DESCRIPTION
 TU1453_SETTING: 0 = UNSPECIFIED SETTING
 TU1453
 TU1453  HISTORY     - Date     Condition        Report By
 TU1453  HISTORY     - 1969     MONUMENTED       CGS
 TU1453
 TU1453                          STATION DESCRIPTION
 TU1453
 TU1453'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1453'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF WAHIAWA,
 TU1453'4 MILES NORTH-NORTHWEST OF AIEA, 2-3/4 MILES NORTH-NORTHEAST OF
 TU1453'PEARL CITY AND ON TOP OF A GREEN COLORED WATER RESERVOIR.
 TU1453'
 TU1453'TO REACH THE STATION FROM THE INTERSECTION OF KAMEHAMEHA
 TU1453'HIGHWAY AND WAIMANO HOME ROAD IN PEARL CITY, GO NORTHERLY ON
 TU1453'WAIMANO HOME ROAD FOR 1.25 MILES TO THE INTERSECTION WITH
 TU1453'KOMO MAI DRIVE, TURN LEFT AND CONTINUE NORTHWEST AND NORTH ON
 TU1453'KOMO MAI DRIVE FOR 1.9 MILES TO A TAN COLORED WATER RESERVOIR
 TU1453'ON THE LEFT, CONTINUE STRAIGHT AHEAD ON KOMO MAI DRIVE FOR
 TU1453'0.75 MILE TO A GREEN COLORED WATER RESERVOIR AND A LOCKED GATE
 TU1453'ON THE LEFT.  PASS THROUGH THE GATE AND CONTINUE ABOUT 50 FEET
 TU1453'TO THE RESERVOIR AND THE STATION AS DESCRIBED.
 TU1453'
 TU1453'THE STATION MARK IS A STANDARD DISK STAMPED WAIMANO 1969, SET
 TU1453'IN A DRILL HOLE IN THE APPROXIMATE CENTER OF THE CONCRETE
 TU1453'RESERVOIR.
 TU1453'
 TU1453'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WAIMANO NO 1 1969, SET
 TU1453'IN A DRILL HOLE NEAR THE SOUTH EDGE OF THE RESERVOIR.  IT IS
 TU1453'12.8 FEET NORTH OF THE SOUTH EDGE OF THE RESERVOIR AND 7.9 FEET
 TU1453'NORTH OF A SQUARE MANHOLE.
 TU1453'
 TU1453'REFERENCE MARK 2 IS A STANDARD DISK STAMPED WAIMANO NO 2 1969,
 TU1453'SET IN A DRILL HOLE NEAR THE WEST SIDE OF THE RESERVOIR.  IT IS
 TU1453'60.5 FEET SOUTHWEST OF A ROUND MANHOLE AND 16.2 FEET EAST OF THE
 TU1453'WEST EDGE OF THE RESERVOIR.
 TU1453'
 TU1453'NO AZIMUTH MARK WAS SET FOR THIS STATION.
 TU1453'
 TU1453'THE KEY TO THE LOCKED GATE WAS OBTAINED FROM THE HONOLULU
 TU1453'CITY AND COUNTY LAND DIVISION.
 TU1453'
 TU1453'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1506 ***********************************************************************
 TU1506  DESIGNATION -  WAIMEA
 TU1506  PID         -  TU1506
 TU1506  STATE/COUNTY-  HI/HONOLULU
 TU1506  USGS QUAD   -  WAIMEA (1983)
 TU1506
 TU1506                         *CURRENT SURVEY CONTROL
 TU1506  ___________________________________________________________________
 TU1506* NAD 83(1993)-  21 38 32.43447(N)    158 03 41.88268(W)     ADJUSTED  
 TU1506* LOCAL TIDAL -        77.     (meters)     253.     (feet)  VERT ANG  
 TU1506  ___________________________________________________________________
 TU1506  EPOCH DATE  -        1993.62
 TU1506  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 TU1506  GEOID HEIGHT-          14.10  (meters)                     GEOID03
 TU1506
 TU1506  HORZ ORDER  -  SECOND
 TU1506
 TU1506.The horizontal coordinates were established by classical geodetic methods
 TU1506.and adjusted by the National Geodetic Survey in December 1998..
 TU1506.The horizontal coordinates are valid at the epoch date displayed above.
 TU1506.The epoch date for horizontal control is a decimal equivalence
 TU1506.of Year/Month/Day.
 TU1506
 TU1506.The orthometric height was determined by vertical angle observations.
 TU1506.No vertical observational check was made to the station.
 TU1506
 TU1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1506
 TU1506.The geoid height was determined by GEOID03.
 TU1506
 TU1506;                    North         East     Units Scale Factor Converg.
 TU1506;SPC HI 3     -    52,668.721   493,619.760   MT  0.99999050   -0 01 21.8
 TU1506;UTM  04      - 2,393,533.472   597,103.098   MT  0.99971651   +0 20 46.0
 TU1506
 TU1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1506!SPC HI 3     -   0.99998568  x   0.99999050  =   0.99997618
 TU1506!UTM  04      -   0.99998568  x   0.99971651  =   0.99970220
 TU1506
 TU1506|---------------------------------------------------------------------|
 TU1506| PID    Reference Object                     Distance      Geod. Az  |
 TU1506|                                                           dddmmss.s |
 TU1506| CJ9099 WAIMEA RM 1                           5.812 METERS 09351     |
 TU1506| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX.10.0 KM 2205323.7 |
 TU1506| CJ9100 WAIMEA RM 2                           8.710 METERS 35052     |
 TU1506|---------------------------------------------------------------------|
 TU1506
 TU1506                          SUPERSEDED SURVEY CONTROL
 TU1506
 TU1506  NAD 83(1986)-  21 38 32.38553(N)    158 03 41.89444(W) AD(       ) 2
 TU1506  OLD HI      -  21 38 43.82466(N)    158 03 51.80427(W) AD(       ) 2
 TU1506
 TU1506.Superseded values are not recommended for survey control.
 TU1506.NGS no longer adjusts projects to the OLD HI datum.
 TU1506.See file dsdata.txt to determine how the superseded data were derived.
 TU1506
 TU1506_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9710393533(NAD 83)
 TU1506
 TU1506  HISTORY     - Date     Condition        Report By
 TU1506  HISTORY     - 1910     MONUMENTED       CGS
 TU1506  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1506  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1506  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1506  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1506
 TU1506                          STATION DESCRIPTION
 TU1506
 TU1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1506'ON BLUFF EAST OF WAIMEA VALLEY, SOUTH OF THE GOVERNMENT ROAD,
 TU1506'NEAR AN ANCIENT HEIAU.  MARKED BY CONCRETE POST AND CAIRN OF STONES.
 TU1506
 TU1506                          STATION RECOVERY (1932)
 TU1506
 TU1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1506'STATION NOW MARKED IN ACCORDANCE WITH NOTE 14A.  IT HAS A DISK
 TU1506'WITH CROSS SET IN CONCRETE POST UNDER THE SIGNAL.
 TU1506
 TU1506                          STATION RECOVERY (1945)
 TU1506
 TU1506'RECOVERY NOTE BY US ARMY 1945
 TU1506'ON TOP OF THE SHEER BLUFF ALONG THE NE SIDE OF THE LAGOON AT
 TU1506'WAIMEA BAY.  FROM HIGHWAY 1 AT WAIMEA STATION, TAKE ROAD NO. 135A
 TU1506'TO RIGHT AND UP BLUFF.  TAKE FIRST TRAIL TO RIGHT NEAR CREST AND
 TU1506'FOLLOW ALONG TOP OF BLUFF TO POINT ON WHICH STATION IS LOCATED.
 TU1506'
 TU1506'STATION IS MARKED ACCORDING TO NOTE 14A.  DISK WITH CROSS SET IN
 TU1506'CONCRETE POST IS UNDER SIGNAL.
 TU1506
 TU1506                          STATION RECOVERY (1963)
 TU1506
 TU1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1506'STATION WAS RECOVERED IN GOOD CONDITION.  IT WAS DESCRIBED IN
 TU1506'1932 AS BEING MARKED WITH A DISK IN TOP OF CONCRETE POST,
 TU1506'HOWEVER, A LARGE IRON YOKE, WHICH IS PART OF THE SIGNAL ERECTED
 TU1506'OVER THE MARK, RESTS ON TOP OF THE CONCRETE MONUMENT SO IT IS
 TU1506'NOT POSSIBLE TO SEE THE DISK.  TWO NEW REFERENCE MARKS, NUMBERS
 TU1506'ONE AND TWO, WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1506'
 TU1506'STATION IS LOCATED ABOUT 4-1/2 MILES AIRLINE NORTHEAST OF
 TU1506'HALEIWA AND 1/4 MILE SOUTH OF THE VILLAGE OF WAIMEA, ON A HILL OF
 TU1506'ABOUT 250 FEET ELEVATION, AT THE NORTHEAST SIDE OF THE MOUTH
 TU1506'OF WAIMEA RIVER, AND OVERLOOKING ST. PETER AND ST. PAUL CHURCH
 TU1506'TO THE NORTHWEST.
 TU1506'
 TU1506'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 83 AND 821
 TU1506'IN HALEIWA, GO NORTHEAST ON STATE HIGHWAY 83 FOR 5.1 MILES.  TURN
 TU1506'RIGHT AND GO UPGRADE ON PUPUKEA RD.  FOR 0.7 MILE.  TURN RIGHT,
 TU1506'THROUGH GATE AT SIGN PUU O MAHUKA HEIAU, AND GO 0.8 MILE TO
 TU1506'PARKING AREA AT THE HEIAU.  CONTINUE DOWNSLOPE ON TRACK ROAD FOR
 TU1506'0.15 MILE TO END OF ROAD.  WALK NORTHERLY ON TRAIL ABOUT 35
 TU1506'YARDS TO STATION.
 TU1506'
 TU1506'STATION MARK IS A HAWAIIAN TERRITORIAL SURVEY DISK SET IN THE
 TU1506'TOP OF AN 8-INCH-SQUARE, CONCRETE POST THAT PROJECTS 8 INCHES.  IT
 TU1506'IS 50 FEET WEST OF A WIRE GATE, 16 FEET SOUTHEAST OF THE EAST 1
 TU1506'OF 3 POWER POLES, AND UNDER A 3-WIRE TRANSMISSION LINE.  A TYPE
 TU1506'A, HAWAIIAN TERRITORIAL SURVEY SIGNAL IS CENTERED OVER THE MARK,
 TU1506'WITH THE CONCRETE FLOOR 3 FEET ABOVE GROUND AND THE RED AND
 TU1506'WHITE TARGET EXTENDING 7 FEET ABOVE THE PLATFORM.
 TU1506'
 TU1506'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAIMEA NO
 TU1506'1 1910, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 2
 TU1506'INCHES.  IT IS AT LEFT SIDE OF TRAIL AND ABOUT 2 FEET HIGHER THAN
 TU1506'STATION MARK.
 TU1506'
 TU1506'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAIMEA NO
 TU1506'2 1910, CEMENTED IN A DRILL HOLE IN A 2-FOOT-DIAMETER, BEDROCK
 TU1506'OUTCROP THAT PROJECTS 1 FOOT.  IT IS 16.7 FEET NORTH OF THE EAST
 TU1506'ONE OF THREE POWER POLES, 17-1/2 FEET SOUTH OF A GUY-WIRE
 TU1506'BASE, AND 3.7 FEET LOWER THAN STATION MARK.
 TU1506
 TU1506                          STATION RECOVERY (1969)
 TU1506
 TU1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1506'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 TU1506'DESCRIBED, AND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 TU1506'TO REFERENCE MARKS 1 AND 2 WERE NOT CHECKED AT THIS TIME.
 TU1506'
 TU1506'A GEODIMETER TRAVERSE WAS MADE BETWEEN WAIMEA 1910 AND WAIALUA
 TU1506'2 1927.  GEODIMETER DISTANCE 8,353.462 METERS OR (2,740.60 FT.)
 TU1506'
 TU1506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1506'1-3/4 MILES SOUTHWEST OF WAIMEA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2686 ***********************************************************************
 TU2686  DESIGNATION -  WAIMEA AIRPORT WIND SOCK
 TU2686  PID         -  TU2686
 TU2686  STATE/COUNTY-  HI/HAWAII
 TU2686  USGS QUAD   -  KAMUELA (1995)
 TU2686
 TU2686                         *CURRENT SURVEY CONTROL
 TU2686  ___________________________________________________________________
 TU2686* NAD 83(1993)-  20 00 22.18230(N)    155 40 39.95222(W)     ADJUSTED  
 TU2686* LOCAL TIDAL -                                                        
 TU2686  ___________________________________________________________________
 TU2686  EPOCH DATE  -        1993.62
 TU2686  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 TU2686  GEOID HEIGHT-          22.82  (meters)                     GEOID03
 TU2686
 TU2686  HORZ ORDER  -  THIRD
 TU2686
 TU2686.This mark is at Waimea-Kohala Airport  (MUE)
 TU2686
 TU2686.The horizontal coordinates were established by classical geodetic methods
 TU2686.and adjusted by the National Geodetic Survey in December 1998..
 TU2686.The horizontal coordinates are valid at the epoch date displayed above.
 TU2686.The epoch date for horizontal control is a decimal equivalence
 TU2686.of Year/Month/Day.
 TU2686
 TU2686
 TU2686.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2686
 TU2686.The geoid height was determined by GEOID03.
 TU2686
 TU2686;                    North         East     Units Scale Factor Converg.
 TU2686;SPC HI 1     -   129,834.325   481,398.783   MT  0.99997094   -0 03 38.9
 TU2686;UTM  05      - 2,214,404.220   219,824.080   MT  1.00057034   -0 55 00.2
 TU2686
 TU2686                          SUPERSEDED SURVEY CONTROL
 TU2686
 TU2686  NAD 83(1986)-  20 00 22.16797(N)    155 40 39.96657(W) AD(       ) 4
 TU2686  OLD HI      -  20 00 33.17900(N)    155 40 49.97400(W) AD(       ) 3
 TU2686
 TU2686.Superseded values are not recommended for survey control.
 TU2686.NGS no longer adjusts projects to the OLD HI datum.
 TU2686.See file dsdata.txt to determine how the superseded data were derived.
 TU2686
 TU2686_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC1982414404(NAD 83)
 TU2686
 TU2686  HISTORY     - Date     Condition        Report By
 TU2686  HISTORY     - UNK      MONUMENTED
 TU2686  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2686
 TU2686                          STATION DESCRIPTION
 TU2686
 TU2686'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2686'STATION IS GONE.  THE NEW KAMUELA AIRPORT IS IN A DIFFERENT
 TU2686'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1833 ***********************************************************************
 TU1833  DESIGNATION -  WAIMEA CHURCH
 TU1833  PID         -  TU1833
 TU1833  STATE/COUNTY-  HI/KAUAI
 TU1833  USGS QUAD   -  HANAPEPE (1996)
 TU1833
 TU1833                         *CURRENT SURVEY CONTROL
 TU1833  ___________________________________________________________________
 TU1833* NAD 83(1993)-  21 57 16.73079(N)    159 39 41.67172(W)     ADJUSTED  
 TU1833* LOCAL TIDAL -                                                        
 TU1833  ___________________________________________________________________
 TU1833  EPOCH DATE  -        1993.62
 TU1833  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 TU1833  GEOID HEIGHT-          16.18  (meters)                     GEOID03
 TU1833
 TU1833  HORZ ORDER  -  THIRD
 TU1833
 TU1833.The horizontal coordinates were established by classical geodetic methods
 TU1833.and adjusted by the National Geodetic Survey in December 1998..
 TU1833.The horizontal coordinates are valid at the epoch date displayed above.
 TU1833.The epoch date for horizontal control is a decimal equivalence
 TU1833.of Year/Month/Day.
 TU1833
 TU1833
 TU1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1833
 TU1833.The geoid height was determined by GEOID03.
 TU1833
 TU1833;                    North         East     Units Scale Factor Converg.
 TU1833;SPC HI 4     -    13,441.635   483,310.220   MT  0.99999344   -0 03 37.5
 TU1833;UTM  04      - 2,427,954.533   431,688.827   MT  0.99965766   -0 14 50.5
 TU1833
 TU1833                          SUPERSEDED SURVEY CONTROL
 TU1833
 TU1833  NAD 83(1986)-  21 57 16.69647(N)    159 39 41.69369(W) AD(       ) 4
 TU1833  OLD HI      -  21 57 27.95000(N)    159 39 51.69000(W) AD(       ) 3
 TU1833
 TU1833.Superseded values are not recommended for survey control.
 TU1833.NGS no longer adjusts projects to the OLD HI datum.
 TU1833.See file dsdata.txt to determine how the superseded data were derived.
 TU1833
 TU1833_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3168927955(NAD 83)
 TU1833
 TU1833  HISTORY     - Date     Condition        Report By
 TU1833  HISTORY     - UNK      MONUMENTED
 TU1833  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1833
 TU1833                          STATION DESCRIPTION
 TU1833
 TU1833'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1833'STATION IS GONE.  THERE ARE NO LONGER ANY BUILDINGS IN THE
 TU1833'VICINITY AND IT IS OVERGROWN WITH KIAWE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2679 ***********************************************************************
 TU2679  DESIGNATION -  WAIMEA HAWAII E BASE
 TU2679  PID         -  TU2679
 TU2679  STATE/COUNTY-  HI/HAWAII
 TU2679  USGS QUAD   -  KAMUELA (1995)
 TU2679
 TU2679                         *CURRENT SURVEY CONTROL
 TU2679  ___________________________________________________________________
 TU2679* NAD 83(1993)-  20 01 09.93652(N)    155 37 28.32991(W)     ADJUSTED  
 TU2679* LOCAL TIDAL -       876.7    (meters)    2876.     (feet)  VERT ANG  
 TU2679  ___________________________________________________________________
 TU2679  EPOCH DATE  -        1993.62
 TU2679  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 TU2679  GEOID HEIGHT-          22.85  (meters)                     GEOID03
 TU2679
 TU2679  HORZ ORDER  -  SECOND
 TU2679
 TU2679.The horizontal coordinates were established by classical geodetic methods
 TU2679.and adjusted by the National Geodetic Survey in December 1998..
 TU2679.The horizontal coordinates are valid at the epoch date displayed above.
 TU2679.The epoch date for horizontal control is a decimal equivalence
 TU2679.of Year/Month/Day.
 TU2679
 TU2679.The orthometric height was determined by vertical angle observations.
 TU2679
 TU2679.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2679
 TU2679.The geoid height was determined by GEOID03.
 TU2679
 TU2679;                    North         East     Units Scale Factor Converg.
 TU2679;SPC HI 1     -   131,297.753   486,969.687   MT  0.99996876   -0 02 33.5
 TU2679;UTM  05      - 2,215,785.046   225,419.480   MT  1.00053196   -0 53 56.6
 TU2679
 TU2679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2679!SPC HI 1     -   0.99985862  x   0.99996876  =   0.99982738
 TU2679!UTM  05      -   0.99985862  x   1.00053196  =   1.00039050
 TU2679
 TU2679|---------------------------------------------------------------------|
 TU2679| PID    Reference Object                     Distance      Geod. Az  |
 TU2679|                                                           dddmmss.s |
 TU2679| CN6236 WAIMEA HAWAII E BASE RM 2             8.645 METERS 09635     |
 TU2679| CN6237 WAIMEA HAWAII E BASE RM 3             5.852 METERS 11206     |
 TU2679| TU2555 HOLOHOLOKU RESET=3265               APPROX. 5.1 KM 2015818.5 |
 TU2679| TU2681 GREEN TANK                          APPROX. 3.3 KM 3113502.7 |
 TU2679| CN6235 WAIMEA HAWAII E BASE RM 1            25.092 METERS 35438     |
 TU2679|---------------------------------------------------------------------|
 TU2679
 TU2679                          SUPERSEDED SURVEY CONTROL
 TU2679
 TU2679  NAD 83(1986)-  20 01 09.91783(N)    155 37 28.34150(W) AD(       ) 2
 TU2679  OLD HI      -  20 01 20.93400(N)    155 37 38.35000(W) AD(       ) 2
 TU2679
 TU2679.Superseded values are not recommended for survey control.
 TU2679.NGS no longer adjusts projects to the OLD HI datum.
 TU2679.See file dsdata.txt to determine how the superseded data were derived.
 TU2679
 TU2679_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2541915785(NAD 83)
 TU2679
 TU2679  HISTORY     - Date     Condition        Report By
 TU2679  HISTORY     - 1873     MONUMENTED       HIGS
 TU2679  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2679  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2679  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2679
 TU2679                          STATION DESCRIPTION
 TU2679
 TU2679'DESCRIBED BY HAWAII GEODETIC SURVEY 1873
 TU2679'IN THE NORTHERN PART OF HAWAII, ON THE OLD ROAD BETWEEN WAIMEA
 TU2679'VILLAGE AND MANA, ON THE EASTERN EDGE OF THE PLAIN.  MARKED BY A
 TU2679'GRANITE POST.
 TU2679
 TU2679                          STATION RECOVERY (1948)
 TU2679
 TU2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2679'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A
 TU2679'NEW DESCRIPTION FOLLOWS--
 TU2679'
 TU2679'THE STATION IS LOCATED AT THE WESTERN BASE OF A LOW GRASSY RIDGE
 TU2679'ABOUT 3.5 MILES EAST OF WAIMEA AND ABOUT 1.5 MILES SOUTH OF THE
 TU2679'ROAD WHICH RUNS BETWEEN WAIMEA AND HONOKAA.
 TU2679'
 TU2679'TO REACH FROM THE POST OFFICE IN WAIMEA.  GO EASTERLY ON THE
 TU2679'ROAD WHICH LEADS TOWARD HONOKAA FOR 2.0 MILES.  PASS TO THE
 TU2679'SOUTH OF THE MAIN GATE LEADING INTO THE C.C.C. CAMP.  CONTINUE
 TU2679'EASTERLY FOR 0.1 MILE.  TURN RIGHT, OFF THE HIGHWAY, AND GO
 TU2679'SOUTH, ON A DIRT ROAD, FOR 0.5 MILE.  CROSS OVER A CATTLE GUARD
 TU2679'AND CONTINUE SOUTHEAST FOR 0.6 MILE.  TURN RIGHT AND GO ACROSS
 TU2679'COUNTRY FOR 0.25 MILE TO THE STATION.
 TU2679'
 TU2679'THE STATION IS THE CENTER OF A 1 INCH SQUARE COPPER PLUG, SET
 TU2679'INTO THE TOP OF A 4 INCH SQUARE GRANITE POST WHICH PROJECTS
 TU2679'2 FEET.  A 5X5 FOOT CONCRETE PLATFORM WHICH PROJECTS 5 FEET IS
 TU2679'SET OVER THE STATION MARK.  A 2.5 INCH IRON PIPE, CENTERED OVER
 TU2679'THE STATION MARK, PROJECTS 4 INCHES FROM THE TOP OF THE CONCRETE
 TU2679'PLATFORM.
 TU2679'
 TU2679'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED EAST BASE
 TU2679'NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 TU2679'THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET HIGHER THAN THE
 TU2679'STATION.
 TU2679'
 TU2679'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED EAST BASE
 TU2679'NO 1 1948, SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 TU2679'1 FOOT AND IS ABOUT 6 FEET HIGHER THAN THE STATION.
 TU2679'
 TU2679'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL GRANITE POST RECOVERED
 TU2679'BY C.H. BIRDSEYE IN SEPTEMBER 1911.  NOT REMARKED.
 TU2679
 TU2679                          STATION RECOVERY (1966)
 TU2679
 TU2679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2679'STATION MARK AND REFERENCE MARK NUMBER ONE WERE RECOVERED IN
 TU2679'GOOD CONDITION.  REFERENCE MARK NUMBER TWO WAS FOUND DESTROYED
 TU2679'SO A NEW REFERENCE MARK, NUMBER THREE, WAS ESTABLISHED.  A
 TU2679'SMALL DISCREPANCY WAS NOTED IN THE DISTANCE TO RM 1 AND WAS
 TU2679'CHECKED IN THE FIELD.  THE 1966 DISTANCE IS CORRECT.  A COMPLETE
 TU2679'DESCRIPTION FOLLOWS--
 TU2679'
 TU2679'STATION IS LOCATED ABOUT 3 MILES EAST OF KAMUELA AND 0.2 MILE
 TU2679'SOUTH OF MANA ROAD, AT THE WEST BASE OF A LOW, GRASSY RIDGE, OR
 TU2679'MESA, THAT IS ABOUT 30 FEET HIGHER THAN STATION.
 TU2679'
 TU2679'TO REACH STATION FROM THE POST OFFICE IN KAMUELA, GO EAST ON
 TU2679'STATE HIGHWAY 19 FOR 2.2 MILES TO RED CINDER SIDE ROAD RIGHT,
 TU2679'NEAR POWER POLE IX.  TURN RIGHT AND GO SOUTH 0.45 MILE TO
 TU2679'T-JUNCTION.  TURN LEFT AND FOLLOW MANA ROAD EAST AND SOUTH 1.0
 TU2679'MILE TO FORK AT CORRALS.  TAKE RIGHT FORK, THROUGH CUT, AND GO
 TU2679'0.1 MILE TO BOARD GATE.  PASS THROUGH GATE AND GO LEFT ACROSS
 TU2679'PASTURE 0.1 MILE TO FENCE LINE AT END OF A SHORT LANE AND END
 TU2679'OF TRUCK TRAVEL.  CROSS FENCE, PASS THROUGH BOARD GATE IN
 TU2679'OPPOSITE FENCE, AND GO LEFT ABOUT 70 YARDS TO STATION.
 TU2679'
 TU2679'STATION MARK IS A 5/8-INCH-SQUARE BOLT HEAD SET FLUSH IN A DRILL
 TU2679'HOLE IN THE ROUNDED TOP OF AN 8-INCH-SQUARE GRANITE POST THAT
 TU2679'PROJECTS 30 INCHES FROM GROUND.  IT IS 30 FEET SOUTH OF A FENCE
 TU2679'LINE.  A TYPE A SIGNAL IS CENTERED OVER THE MARK, WITH THE
 TU2679'6-FOOT-SQUARE, CONCRETE PLATFORM BEING 5 FEET ABOVE GROUND.
 TU2679'
 TU2679'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EAST BASE
 TU2679'NO 1 1948, CEMENTED IN A DRILL HOLE IN A 1 X 2-FOOT ROCK OUTCROP
 TU2679'FLUSH WITH GROUND.  IT IS 32.8 FEET NORTH OF THE FENCE LINE,
 TU2679'ON SLOPE OF HILL, 5.9 FEET HIGHER THAN STATION MARK.
 TU2679'
 TU2679'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 TU2679'WAIMEA EAST BASE 1873 NO 3 1966, CEMENTED IN A DRILL HOLE IN
 TU2679'AN 18-INCH, PYRAMIDAL BOULDER THAT PROJECTS 10 INCHES ABOVE
 TU2679'GROUND.  IT IS ON SLOPE OF HILLSIDE, 3.7 FEET HIGHER THAN STATION
 TU2679'MARK.
 TU2679
 TU2679                          STATION RECOVERY (1978)
 TU2679
 TU2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU2679'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD
 TU2679'CONDITION.
 TU2679'
 TU2679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2679'3 MIS. EAST OF KAMUELA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1838 ***********************************************************************
 TU1838  DESIGNATION -  WAIMEA LATITUDE STATION 1910
 TU1838  PID         -  TU1838
 TU1838  STATE/COUNTY-  HI/KAUAI
 TU1838  USGS QUAD   -  KEKAHA (1983)
 TU1838
 TU1838                         *CURRENT SURVEY CONTROL
 TU1838  ___________________________________________________________________
 TU1838* NAD 83(1993)-  21 57 25.16085(N)    159 40 01.04771(W)     ADJUSTED  
 TU1838* LOCAL TIDAL -        18.     (meters)      59.     (feet)  SCALED    
 TU1838  ___________________________________________________________________
 TU1838  EPOCH DATE  -        1993.62
 TU1838  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 TU1838  GEOID HEIGHT-          16.19  (meters)                     GEOID03
 TU1838
 TU1838  HORZ ORDER  -  THIRD
 TU1838
 TU1838.The horizontal coordinates were established by classical geodetic methods
 TU1838.and adjusted by the National Geodetic Survey in December 1998..
 TU1838.The horizontal coordinates are valid at the epoch date displayed above.
 TU1838.The epoch date for horizontal control is a decimal equivalence
 TU1838.of Year/Month/Day.
 TU1838
 TU1838.The orthometric height was scaled from a topographic map.
 TU1838
 TU1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1838
 TU1838.The geoid height was determined by GEOID03.
 TU1838
 TU1838;                    North         East     Units Scale Factor Converg.
 TU1838;SPC HI 4     -    13,701.523   482,754.550   MT  0.99999367   -0 03 44.7
 TU1838;UTM  04      - 2,428,216.145   431,134.195   MT  0.99965860   -0 14 57.8
 TU1838
 TU1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1838!SPC HI 4     -   0.99999463  x   0.99999367  =   0.99998830
 TU1838!UTM  04      -   0.99999463  x   0.99965860  =   0.99965323
 TU1838
 TU1838:                Primary Azimuth Mark                     Grid Az
 TU1838:SPC HI 4     -  PAPAI                                    117 20 34.6
 TU1838:UTM  04      -  PAPAI                                    117 31 47.7
 TU1838
 TU1838|---------------------------------------------------------------------|
 TU1838| PID    Reference Object                     Distance      Geod. Az  |
 TU1838|                                                           dddmmss.s |
 TU1838| TU1822 PAPAI                               APPROX. 6.3 KM 1171649.9 |
 TU1838| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 5.8 KM 1390004.5 |
 TU1838| TU1839 EPISCOPAL CHURCH SPIRE              293.204 METERS 30251     |
 TU1838|---------------------------------------------------------------------|
 TU1838
 TU1838                          SUPERSEDED SURVEY CONTROL
 TU1838
 TU1838  NAD 83(1986)-  21 57 25.12716(N)    159 40 01.06784(W) AD(       ) 3
 TU1838  OLD HI      -  21 57 36.39400(N)    159 40 11.11000(W) AD(       ) 3
 TU1838
 TU1838.Superseded values are not recommended for survey control.
 TU1838.NGS no longer adjusts projects to the OLD HI datum.
 TU1838.See file dsdata.txt to determine how the superseded data were derived.
 TU1838
 TU1838_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3113428216(NAD 83)
 TU1838
 TU1838  HISTORY     - Date     Condition        Report By
 TU1838  HISTORY     - 1910     MONUMENTED       CGS
 TU1838  HISTORY     - 1932     SEE DESCRIPTION  HITS
 TU1838  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1838  HISTORY     - 19970107 MARK NOT FOUND   USPSQD
 TU1838
 TU1838                          STATION DESCRIPTION
 TU1838
 TU1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1838'STATION OCCUPIED BY W.D. ALEXANDER IN 1903, AND SITUATED IN THE
 TU1838'WAIMEA VILLAGE, SOUTHWEST COAST OF KAUAI, AT THE REMAINS OF THE
 TU1838'PIER OCCUPIED BY THE BRITISH TRANSIT OF VENUS PARTY IN 1874,
 TU1838'BEING DUE EAST OF THAT PIER A DISTANCE OF 11.8 FEET.  ITS
 TU1838'RECOVERY IN 1910 IS SLIGHTLY UNCERTAIN, AS THE LATITUDE PIER WAS
 TU1838'NOT RECOVERED, BUT WHAT PRESUMABLY WERE THE REMAINS OF THE
 TU1838'TRANSIT OF VENUS PIER WERE RECOVERED, AND LATITUDE STATION
 TU1838'REPRODUCED THEREFROM, A CONCRETE CYLINDER BEING SET THERE WITH
 TU1838'TOP ABOUT FLUSH WITH SURFACE.
 TU1838
 TU1838                          STATION RECOVERY (1932)
 TU1838
 TU1838'RECOVERY NOTE BY HAWAII TERRITORIAL SURVEY 1932
 TU1838'STATION IS MARKED WITH A TYPE B MONUMENT WITHOUT A TARGET.
 TU1838'
 TU1838'IT IS SITUATED IN A VEGETABLE GARDEN AND SIGHTS TO OTHER
 TU1838'STATIONS ARE BLOCKED BY VEGETATION.  CAN BE REACHED BY TAKING THE
 TU1838'ROAD TO WAIMEA SCHOOL AND WAIMEA HOSPITAL, AND FOLLOWING SAID
 TU1838'ROAD TO ITS END, THE STATION IS LOCATED ABOUT 80 FT. E OF THE
 TU1838'END OF THE ROAD.
 TU1838'
 TU1838'THERE IS A TRADITION THAT CAPTAIN COOK, IN 1778, MADE OBSERVATIONS
 TU1838'NEAR THIS POINT, AND A MARK KNOWN AS COOKS ARROW IS DISTANT FROM
 TU1838'THE STATION 169.72 FT. IN AZIMUTH 197 DEG 18 MIN 30 SEC.  NEAR
 TU1838'THIS SITE A PIER WAS BUILT AND OCCUPIED BY THE BRITISH TRANSIT
 TU1838'OF VENUS EXPEDITION IN 1874.  IN 1888, E.D. PRESTON OF THE
 TU1838'U.S.C. AND G.S., ERECTED A PIER DUE E 11.8 FT. OF THE TRANSIT
 TU1838'OF VENUS PIER FOR THE DETERMINATION OF LATITUDE AND GRAVITY.
 TU1838'IN 1904, A STATION WAS REESTABLISHED BY W.D. ALEXANDER BUT ALL
 TU1838'OF HIS STATION MARKS HAVE DISAPPEARED.  THE STATION WAS AGAIN
 TU1838'REESTABLISHED IN 1917 BY MESSRS. THRUM AND EVANS IN THEIR
 TU1838'SURVEY OF WAIMEA VILLAGE, AND WAS AGAIN MARKED IN 1928 BY R.M.
 TU1838'TOWILL, WHO USED THE ABOVE TIE FROM COOKS ARROW.
 TU1838
 TU1838                          STATION RECOVERY (1966)
 TU1838
 TU1838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1838'THE ORIGINAL STATION POINT IS BELIEVED LOST.  THERE IS AT PRESENT
 TU1838'A STATION HERE, CONSISTING OF AN UNSTAMPED HAWAII TERRITORIAL
 TU1838'SURVEY DISK, WITH A TYPE B-1 SIGNAL BUILT OVER IT, LOCATED IN
 TU1838'A WIRE CORRAL AND COMPLETELY SURROUNDED BY TREES.
 TU1838'
 TU1838'OBSERVATIONS WERE MADE WHICH INDICATE THAT THE STATION IS 7
 TU1838'FEET EAST AND 2.2 FEET SOUTH FROM THE CORRECT POSITION.
 TU1838'
 TU1838'COOKS ARROW WAS RECOVERED AND FOUND TO BE 169.8 FEET FROM THE
 TU1838'STATION, IN AZIMUTH 277 DEG 19 MIN 38.2 SEC, (THE AZIMUTH OF
 TU1838'197 DEG 18 MIN 30 SEC GIVEN IN DESCRIPTION ON PAGE 2 OF
 TU1838'SUPPLEMENT 1153 IS IN ERROR.)
 TU1838'
 TU1838'TO REACH STATION FROM THE FIRST NATIONAL BANK IN WAIMEA, GO
 TU1838'NORTHWEST ON STATE HIGHWAY 50 FOR 0.4 MILE.  TURN SHARP RIGHT
 TU1838'AND GO UPHILL 0.15 MILE TO A 3-WAY FORK.  TAKE RIGHT FORK OF THE
 TU1838'3, UP SHADED DRIVEWAY, AND GO 25 YARDS.  STATION IS 45 FEET
 TU1838'SOUTHEAST OF FENCE ON RIGHT AND 50 FEET SOUTH OF CORRAL GATE.
 TU1838
 TU1838                          STATION RECOVERY (1997)
 TU1838
 TU1838'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2685 ***********************************************************************
 TU2685  DESIGNATION -  WAIMEA PARKER RANCH TANK
 TU2685  PID         -  TU2685
 TU2685  STATE/COUNTY-  HI/HAWAII
 TU2685  USGS QUAD   -  KAMUELA (1995)
 TU2685
 TU2685                         *CURRENT SURVEY CONTROL
 TU2685  ___________________________________________________________________
 TU2685* NAD 83(1993)-  20 00 50.43477(N)    155 40 18.74145(W)     ADJUSTED  
 TU2685* LOCAL TIDAL -                                                        
 TU2685  ___________________________________________________________________
 TU2685  EPOCH DATE  -        1993.62
 TU2685  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 TU2685  GEOID HEIGHT-          22.77  (meters)                     GEOID03
 TU2685
 TU2685  HORZ ORDER  -  THIRD
 TU2685
 TU2685.The horizontal coordinates were established by classical geodetic methods
 TU2685.and adjusted by the National Geodetic Survey in December 1998..
 TU2685.The horizontal coordinates are valid at the epoch date displayed above.
 TU2685.The epoch date for horizontal control is a decimal equivalence
 TU2685.of Year/Month/Day.
 TU2685
 TU2685
 TU2685.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2685
 TU2685.The geoid height was determined by GEOID03.
 TU2685
 TU2685;                    North         East     Units Scale Factor Converg.
 TU2685;SPC HI 1     -   130,702.453   482,016.201   MT  0.99997066   -0 03 31.8
 TU2685;UTM  05      - 2,215,263.541   220,454.776   MT  1.00056598   -0 54 54.2
 TU2685
 TU2685                          SUPERSEDED SURVEY CONTROL
 TU2685
 TU2685  NAD 83(1986)-  20 00 50.42066(N)    155 40 18.75567(W) AD(       ) 4
 TU2685  OLD HI      -  20 01 01.43400(N)    155 40 28.76300(W) AD(       ) 3
 TU2685
 TU2685.Superseded values are not recommended for survey control.
 TU2685.NGS no longer adjusts projects to the OLD HI datum.
 TU2685.See file dsdata.txt to determine how the superseded data were derived.
 TU2685
 TU2685_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2045515264(NAD 83)
 TU2685
 TU2685  HISTORY     - Date     Condition        Report By
 TU2685  HISTORY     - 1948     MONUMENTED       CGS
 TU2685  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2685
 TU2685                          STATION DESCRIPTION
 TU2685
 TU2685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2685'THIS STATION WAS LOCATED BY INTERSECTION.
 TU2685'
 TU2685'THE STATION IS THE CENTER OF A STEEL WATER TANK WHICH IS ABOUT 10
 TU2685'FEET IN DIAMETER AND ABOUT 7 FEET HIGH.  IT RESTS ON A WOODEN BASE
 TU2685'WHICH IS ABOUT 15 FEET HIGH.  THE TANK HAS A FLAT ROOF AND IS
 TU2685'PAINTED RED.
 TU2685'
 TU2685'THE STATION IS LOCATED ABOUT 0.6 MILE WEST OF WAIMEA, ABOUT 0.3
 TU2685'MILE SOUTH OF THE ROAD WHICH RUNS BETWEEN WAIMEA AND THE KONA
 TU2685'DISTRICT AND ABOUT 0.1 MILE WEST OF AN ABANDONED PAVED ROAD.
 TU2685'
 TU2685'THE STATION IS ON PARKER RANCH PROPERTY.
 TU2685
 TU2685                          STATION RECOVERY (1967)
 TU2685
 TU2685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2685'STATION IS GONE.  NOTHING REMAINS OF THE TANK OR FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2682 ***********************************************************************
 TU2682  DESIGNATION -  WAIMEA WEST BASE
 TU2682  PID         -  TU2682
 TU2682  STATE/COUNTY-  HI/HAWAII
 TU2682  USGS QUAD   -  KAMUELA (1995)
 TU2682
 TU2682                         *CURRENT SURVEY CONTROL
 TU2682  ___________________________________________________________________
 TU2682* NAD 83(1993)-  20 00 51.50703(N)    155 39 22.26654(W)     ADJUSTED  
 TU2682* LOCAL TIDAL -       840.1    (meters)    2756.     (feet)  VERT ANG  
 TU2682  ___________________________________________________________________
 TU2682  EPOCH DATE  -        1993.62
 TU2682  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 TU2682  GEOID HEIGHT-          22.84  (meters)                     GEOID03
 TU2682
 TU2682  HORZ ORDER  -  SECOND
 TU2682
 TU2682.The horizontal coordinates were established by classical geodetic methods
 TU2682.and adjusted by the National Geodetic Survey in December 1998..
 TU2682.The horizontal coordinates are valid at the epoch date displayed above.
 TU2682.The epoch date for horizontal control is a decimal equivalence
 TU2682.of Year/Month/Day.
 TU2682
 TU2682.The orthometric height was determined by vertical angle observations.
 TU2682
 TU2682.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2682
 TU2682.The geoid height was determined by GEOID03.
 TU2682
 TU2682;                    North         East     Units Scale Factor Converg.
 TU2682;SPC HI 1     -   130,733.817   483,657.686   MT  0.99996997   -0 03 12.4
 TU2682;UTM  05      - 2,215,270.376   222,097.514   MT  1.00055465   -0 54 34.8
 TU2682
 TU2682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2682!SPC HI 1     -   0.99986437  x   0.99996997  =   0.99983435
 TU2682!UTM  05      -   0.99986437  x   1.00055465  =   1.00041895
 TU2682
 TU2682:                Primary Azimuth Mark                     Grid Az
 TU2682:SPC HI 1     -  GREEN TANK                               017 40 06.7
 TU2682:UTM  05      -  GREEN TANK                               018 31 29.1
 TU2682
 TU2682|---------------------------------------------------------------------|
 TU2682| PID    Reference Object                     Distance      Geod. Az  |
 TU2682|                                                           dddmmss.s |
 TU2682| TU2681 GREEN TANK                          APPROX. 2.9 KM 0173654.3 |
 TU2682| TU2691 KAMUELA AIRPORT VOR 1967            APPROX. 2.3 KM 2183004.1 |
 TU2682| CN6233 WAIMEA WEST BASE RM 1                10.852 METERS 24340     |
 TU2682| TU2685 WAIMEA PARKER RANCH TANK            APPROX. 1.6 KM 2685106.9 |
 TU2682| CN6234 WAIMEA WEST BASE RM 2                 6.072 METERS 32338     |
 TU2682|---------------------------------------------------------------------|
 TU2682
 TU2682                          SUPERSEDED SURVEY CONTROL
 TU2682
 TU2682  NAD 83(1986)-  20 00 51.48920(N)    155 39 22.27904(W) AD(       ) 2
 TU2682  OLD HI      -  20 01 02.50300(N)    155 39 32.28700(W) AD(       ) 2
 TU2682
 TU2682.Superseded values are not recommended for survey control.
 TU2682.NGS no longer adjusts projects to the OLD HI datum.
 TU2682.See file dsdata.txt to determine how the superseded data were derived.
 TU2682
 TU2682_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2209815270(NAD 83)
 TU2682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2682_SETTING: 80 = SET IN A BOULDER
 TU2682_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU2682
 TU2682  HISTORY     - Date     Condition        Report By
 TU2682  HISTORY     - 1948     MONUMENTED       CGS
 TU2682  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU2682  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2682  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU2682
 TU2682                          STATION DESCRIPTION
 TU2682
 TU2682'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2682'THE STATION IS LOCATED ON THE SUMMIT OF A LOW ROCKY RIDGE, ABOUT
 TU2682'1.5 MILES SOUTHEAST OF WAIMEA, ABOUT 0.5 MILE SOUTH OF A
 TU2682'TRANSMISSION LINE AND ABOUT 0.3 MILE WEST OF A WIRE FENCE.
 TU2682'
 TU2682'TO REACH THE STATION FROM THE MAIN ROAD INTERSECTION IN
 TU2682'WAIMEA.  GO EASTERLY, ON THE ROAD WHICH LEADS TOWARD HONOKAA,
 TU2682'FOR 6 MILE.  TURN RIGHT AND FOLLOW THE LANE SOUTH FOR 0.2
 TU2682'MILE.  PASS THROUGH A BOARD GATE AND CONTINUE SOUTH FOR 0.2
 TU2682'MILE.  PASS UNDER THE TRANSMISSION LINE AND CONTINUE SOUTH FOR
 TU2682'0.5 MILE TO THE HIGH GROUND AND THE STATION.
 TU2682'
 TU2682'THE STATION IS A STANDARD DISK, STAMPED BASE 1948, SET INTO A
 TU2682'DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 18 INCHES.
 TU2682'
 TU2682'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BASE 1 1948
 TU2682'SET INTO A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 4 INCHES
 TU2682'AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 TU2682'
 TU2682'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BASE 2 1948,
 TU2682'SET INTO A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE
 TU2682'OF THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 TU2682
 TU2682                          STATION RECOVERY (1961)
 TU2682
 TU2682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (REA)
 TU2682'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 TU2682'
 TU2682'A NEW TO REACH FOLLOWS--
 TU2682'
 TU2682'TO REACH THE STATION FROM THE CENTER OF THE TOWN OF WAIMEA, GO
 TU2682'EASTERLY ON STATE HIGHWAY 19 FOR 0.6 MILE TO A BLACKTOP ROAD ON
 TU2682'THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE BLACKTOP ROAD FOR .65
 TU2682'MILE TO WHERE THE ROAD TURNS SHARP LEFT.  THE STATION IS ABOUT
 TU2682'400 PACES FROM THIS POINT, ON A ROCKY RIDGE, DUE SOUTH OF THE
 TU2682'ROAD.  THE STATION IS MARKED BY FOUR STEEL POSTS, 3 FEET HIGH,
 TU2682'WHICH CAN BE SEEN FROM THE ROAD.
 TU2682
 TU2682                          STATION RECOVERY (1967)
 TU2682
 TU2682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2682'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU2682'COMPLETE DESCRIPTION FOLLOWS--
 TU2682'
 TU2682'STATION IS LOCATED ABOUT 1 MILE SOUTHEAST OF KAMUELA AND 1/2-MILE
 TU2682'NORTHEAST OF THE NORTHEAST END OF KAMUELA AIRPORT, ON A LOW KNOLL
 TU2682'IN OPEN PASTURE LAND.
 TU2682'
 TU2682'TO REACH STATION FROM THE MAIN INTERSECTION IN KAMUELA, BY THE
 TU2682'BANK OF HAWAII AND POST OFFICE, GO SOUTHEAST, AROUND THE PARKER
 TU2682'RANCH OFFICE BUILDING, AND THEN EAST, FOR 0.2 MILE.  TURN RIGHT,
 TU2682'ON T-ROAD, AND GO 0.35 MILE.  TAKE RIGHT FORK, PAST RIDING
 TU2682'STABLES, AND GO 0.1 MILE TO BOARD GATE.  PASS THROUGH GATE AND
 TU2682'CONTINUE FOR 0.1 MILE TO BOARD GATE IN FENCE ON LEFT.  PASS
 TU2682'THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.3 MILE TO FENCE CORNER
 TU2682'AND 2 BOARD GATES.  PASS THROUGH THE GATE ON LEFT AND GO
 TU2682'ACROSS PASTURE, NORTHEASTERLY, FOR 0.3 MILE TO HIGHEST POINT
 TU2682'AND STATION.
 TU2682'
 TU2682'STATION MARK IS A STANDARD DISK STAMPED BASE 1948, CEMENTED IN
 TU2682'THE TOP OF A PYRAMID-SHAPED BOULDER, 2 FEET AT THE BASE AND 6
 TU2682'INCHES AT THE TOP, PROJECTING 16 INCHES ABOVE GROUND.  IT IS IN
 TU2682'THE CENTER OF 4 FENCE POSTS SET IN A 12-FOOT SQUARE.
 TU2682'
 TU2682'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BASE 1 1948,
 TU2682'CEMENTED IN A DRILL HOLE IN A 16-INCH, FLAT BOULDER PROJECTING
 TU2682'3 INCHES FROM GROUND, AND IS 30 INCHES LOWER THAN STATION MARK.
 TU2682'
 TU2682'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BASE 2 1948,
 TU2682'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND, ON NORTH
 TU2682'SLOPE OF KNOLL AND 5 FEET LOWER THAN STATION MARK.
 TU2682
 TU2682                          STATION RECOVERY (1978)
 TU2682
 TU2682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (PDC)
 TU2682'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 TU2682'
 TU2682'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU2682'1 MILE SOUTHEAST OF KOMUELA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2234 ***********************************************************************
 TU2234  DESIGNATION -  WAINAKU STACK
 TU2234  PID         -  TU2234
 TU2234  STATE/COUNTY-  HI/HAWAII
 TU2234  USGS QUAD   -  HILO (1995)
 TU2234
 TU2234                         *CURRENT SURVEY CONTROL
 TU2234  ___________________________________________________________________
 TU2234* NAD 83(1993)-  19 44 16.74291(N)    155 05 23.82378(W)     ADJUSTED  
 TU2234* LOCAL TIDAL -                                                        
 TU2234  ___________________________________________________________________
 TU2234  EPOCH DATE  -        1993.62
 TU2234  LAPLACE CORR-         -18.36  (seconds)                    DEFLEC99
 TU2234  GEOID HEIGHT-          18.40  (meters)                     GEOID03
 TU2234
 TU2234  HORZ ORDER  -  THIRD
 TU2234
 TU2234.The horizontal coordinates were established by classical geodetic methods
 TU2234.and adjusted by the National Geodetic Survey in December 1998..
 TU2234.The horizontal coordinates are valid at the epoch date displayed above.
 TU2234.The epoch date for horizontal control is a decimal equivalence
 TU2234.of Year/Month/Day.
 TU2234
 TU2234
 TU2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2234
 TU2234.The geoid height was determined by GEOID03.
 TU2234
 TU2234;                    North         East     Units Scale Factor Converg.
 TU2234;SPC HI 1     -   100,189.399   542,979.833   MT  0.99998949   +0 08 18.5
 TU2234;UTM  05      - 2,183,836.494   280,982.998   MT  1.00019294   -0 42 22.0
 TU2234
 TU2234                          SUPERSEDED SURVEY CONTROL
 TU2234
 TU2234  NAD 83(1986)-  19 44 16.71196(N)    155 05 23.84230(W) AD(       ) 4
 TU2234  OLD HI      -  19 44 27.66200(N)    155 05 33.80600(W) AD(       ) 3
 TU2234
 TU2234.Superseded values are not recommended for survey control.
 TU2234.NGS no longer adjusts projects to the OLD HI datum.
 TU2234.See file dsdata.txt to determine how the superseded data were derived.
 TU2234
 TU2234_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB8098383836(NAD 83)
 TU2234
 TU2234  HISTORY     - Date     Condition        Report By
 TU2234  HISTORY     - UNK      MONUMENTED
 TU2234  HISTORY     - 1958     SEE DESCRIPTION  CGS
 TU2234
 TU2234                          STATION DESCRIPTION
 TU2234
 TU2234'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HOF)
 TU2234'STACK WAS DESTROYED IN 1935 WHEN THE HILO SUGAR CO., STACK WAS
 TU2234'BUILT ON THE SAME SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1983 ***********************************************************************
 TU1983  DESIGNATION -  WAINIHA 1910
 TU1983  PID         -  TU1983
 TU1983  STATE/COUNTY-  HI/KAUAI
 TU1983  USGS QUAD   -  HAENA (1983)
 TU1983
 TU1983                         *CURRENT SURVEY CONTROL
 TU1983  ___________________________________________________________________
 TU1983* NAD 83(1993)-  22 11 03.51838(N)    159 34 47.00208(W)     ADJUSTED  
 TU1983* LOCAL TIDAL -       983.     (meters)    3225.     (feet)  SCALED    
 TU1983  ___________________________________________________________________
 TU1983  EPOCH DATE  -        1993.62
 TU1983  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 TU1983  GEOID HEIGHT-          16.39  (meters)                     GEOID03
 TU1983
 TU1983  HORZ ORDER  -  THIRD
 TU1983
 TU1983.The horizontal coordinates were established by classical geodetic methods
 TU1983.and adjusted by the National Geodetic Survey in December 1998..
 TU1983.The horizontal coordinates are valid at the epoch date displayed above.
 TU1983.The epoch date for horizontal control is a decimal equivalence
 TU1983.of Year/Month/Day.
 TU1983
 TU1983.The orthometric height was scaled from a topographic map.
 TU1983
 TU1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1983
 TU1983.The geoid height was determined by GEOID03.
 TU1983
 TU1983;                    North         East     Units Scale Factor Converg.
 TU1983;SPC HI 4     -    38,865.629   491,778.413   MT  0.99999083   -0 01 48.4
 TU1983;UTM  04      - 2,453,341.956   440,237.422   MT  0.99964413   -0 13 08.0
 TU1983
 TU1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1983!SPC HI 4     -   0.99984296  x   0.99999083  =   0.99983379
 TU1983!UTM  04      -   0.99984296  x   0.99964413  =   0.99948714
 TU1983
 TU1983                          SUPERSEDED SURVEY CONTROL
 TU1983
 TU1983  NAD 83(1986)-  22 11 03.47565(N)    159 34 47.03777(W) AD(       ) 3
 TU1983  OLD HI      -  22 11 14.81200(N)    159 34 57.11500(W) AD(       ) 3
 TU1983
 TU1983.Superseded values are not recommended for survey control.
 TU1983.NGS no longer adjusts projects to the OLD HI datum.
 TU1983.See file dsdata.txt to determine how the superseded data were derived.
 TU1983
 TU1983_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4023753342(NAD 83)
 TU1983
 TU1983  HISTORY     - Date     Condition        Report By
 TU1983  HISTORY     - 1910     MONUMENTED       CGS
 TU1983  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU1983
 TU1983                          STATION DESCRIPTION
 TU1983
 TU1983'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1983'IN NORTHWEST KAUAI, ON THE SUMMIT OF THE WAINIHA PALI CALLED
 TU1983'PALIKEA, AT THE POINT WHERE THE PALI TURNS SHARPLY FROM A
 TU1983'NORTHEASTERLY DIRECTION TO NORTH, JUST ABOVE THE POWER
 TU1983'HOUSE.  STATION IS IN THE MIDDLE OF A SMALL ROUNDING BUSHY
 TU1983'SUMMIT.  THERE IS ANOTHER SUMMIT OF SAME ELEVATION 50 OR 75
 TU1983'METERS TO THE NORTH WHICH HAS A CONSPICUOUS TREE ON
 TU1983'IT.  APPROACHED DOWN THE PALI FROM THE EAST END OF THE
 TU1983'KAUNUOHUA RIDGE (STATION PALI).  VERY DIFFICULT.  THERE IS ALSO
 TU1983'SAID TO BE AN OLD NATIVE TRAIL LEADING UP THE PALI FROM THE
 TU1983'POWER HOUSE.  STATION MARKED BY BOTTLE SET IN GROUND
 TU1983'WITH NECK FLUSH WITH SURFACE.  REFERENCE MARKS WERE SET AS
 TU1983'FOLLOWS--NO. 1, LIHUE STUMP, 3 INCHES DIAMETER, 2-1/2 FEET
 TU1983'HIGH, APPROXIMATELY WEST, 2.2 FEET.  NO. 2, LIHUE STUMP, 3
 TU1983'INCHES DIAMETER, 2-1/2 FEET HIGH HIGH, APPROXIMATELY EAST, 2.7
 TU1983'FEET.
 TU1983
 TU1983                          STATION RECOVERY (1966)
 TU1983
 TU1983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU1983'EXTENSIVE DIGGING WAS DONE BUT THE BOTTLE MARKING THE STATION
 TU1983'COULD NOT BE FOUND.  BECAUSE OF THE ISOLATED LOCATION IT IS
 TU1983'UNLIKELY THAT THE STATION IS DESTROYED.  IT WOULD BE DIFFICULT
 TU1983'TO ATTEMPT RECOVERY OF THE POINT BY ANGLE CHECK BECAUSE OF THE
 TU1983'ALMOST CONTINUAL CLOUD COVER OF THE RIDGE.
 TU1983'
 TU1983'THE STATION PEAK WAS REACHED FROM THE WAINIHA VALLEY SIDE, WHERE
 TU1983'A TRAIL RUNS UP A STEEP RIDGE ABOUT 1-2-MILE NORTH FROM THE
 TU1983'POWER STATION.  TWO DAYS CLEARING IS REQUIRED TO OPEN TRAIL
 TU1983'ALONG RIDGE LINE TO STATION PEAK.  A DIFFICULT, 6-HOUR PACK AFTER
 TU1983'TRAIL IS CLEARED.
 TU1983'
 TU1983'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1983'ISLAND--KAUAI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1620 ***********************************************************************
 TU1620  DESIGNATION -  WAIPAHU
 TU1620  PID         -  TU1620
 TU1620  STATE/COUNTY-  HI/HONOLULU
 TU1620  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1620
 TU1620                         *CURRENT SURVEY CONTROL
 TU1620  ___________________________________________________________________
 TU1620* NAD 83(1993)-  21 23 01.04289(N)    158 01 56.76832(W)     ADJUSTED  
 TU1620* LOCAL TIDAL -        62.6    (meters)     205.     (feet)  VERT ANG  
 TU1620  ___________________________________________________________________
 TU1620  EPOCH DATE  -        1993.62
 TU1620  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 TU1620  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU1620
 TU1620  HORZ ORDER  -  FIRST
 TU1620
 TU1620.The horizontal coordinates were established by classical geodetic methods
 TU1620.and adjusted by the National Geodetic Survey in December 1998..
 TU1620.The horizontal coordinates are valid at the epoch date displayed above.
 TU1620.The epoch date for horizontal control is a decimal equivalence
 TU1620.of Year/Month/Day.
 TU1620
 TU1620.The orthometric height was determined by vertical angle observations.
 TU1620
 TU1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1620
 TU1620.The geoid height was determined by GEOID03.
 TU1620
 TU1620;                    North         East     Units Scale Factor Converg.
 TU1620;SPC HI 3     -    24,021.650   496,636.379   MT  0.99999014   -0 00 42.6
 TU1620;UTM  04      - 2,364,914.023   600,302.154   MT  0.99972432   +0 21 10.1
 TU1620
 TU1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1620!SPC HI 3     -   0.99998769  x   0.99999014  =   0.99997783
 TU1620!UTM  04      -   0.99998769  x   0.99972432  =   0.99971202
 TU1620
 TU1620|---------------------------------------------------------------------|
 TU1620| PID    Reference Object                     Distance      Geod. Az  |
 TU1620|                                                           dddmmss.s |
 TU1620| CJ9102 WAIPAHU RM 2                         13.262 METERS 06114     |
 TU1620| TU1614 WAIPAHU MILL STACK                  APPROX. 2.6 KM 0832549.5 |
 TU1620| TU1649 PEARL HARBOR WEST LOCH TANK         APPROX. 4.4 KM 1410623.0 |
 TU1620| TU1655 EWA MILL STACK                      APPROX. 4.9 KM 1834138.4 |
 TU1620| CJ9101 WAIPAHU RM 1                         18.939 METERS 33424     |
 TU1620| TU1622 STATE SURVEY 9 9 1969               APPROX. 0.9 KM 3373655.5 |
 TU1620|---------------------------------------------------------------------|
 TU1620
 TU1620                          SUPERSEDED SURVEY CONTROL
 TU1620
 TU1620  NAD 83(1986)-  21 23 00.99203(N)    158 01 56.77915(W) AD(       ) 1
 TU1620  OLD HI      -  21 23 12.38464(N)    158 02 06.66633(W) AD(       ) 1
 TU1620
 TU1620.Superseded values are not recommended for survey control.
 TU1620.NGS no longer adjusts projects to the OLD HI datum.
 TU1620.See file dsdata.txt to determine how the superseded data were derived.
 TU1620
 TU1620_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0030264914(NAD 83)
 TU1620_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1620
 TU1620  HISTORY     - Date     Condition        Report By
 TU1620  HISTORY     - 1969     MONUMENTED       CGS
 TU1620
 TU1620                          STATION DESCRIPTION
 TU1620
 TU1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1620'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF EWA BEACH
 TU1620'AND 1-1/2 MILES WEST OF WAIPAHU AT THE INTERSECTION OF INTER-STATE
 TU1620'H-1 AND STATE HIGHWAY 75.
 TU1620'
 TU1620'TO REACH THE STATION FROM THE JUNCTION OF INTER-STATE H-1 AND
 TU1620'STATE HIGHWAY 99, GO WEST ON THE INTERSTATE FOR 1.8 MILES TO A
 TU1620'BRIDGE ACROSS A DEEP RAVINE.  CONTINUE WEST ON THE INTERSTATE FOR
 TU1620'1.1 MILES TO THE STATION AT THE SOUTHWEST CORNER OF THE OVERPASS
 TU1620'ABOVE STATE HIGHWAY 75.
 TU1620'
 TU1620'THE STATION MARK IS A STANDARD DISK, STAMPED WAIPAHU 1969, SET
 TU1620'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 TU1620'WITH THE GROUND SURFACE.  IT IS LOCATED AT THE SOUTHWEST CORNER
 TU1620'OF THE OVERPASS BRIDGE OF THE WEST BOUND LANES, 8.5 FEET
 TU1620'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE AND 2 FEET
 TU1620'NORTH OF A METAL GUARD RAIL.
 TU1620'
 TU1620'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WAIPAHU NO 1 1969,
 TU1620'CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.  IT IS NEAR THE
 TU1620'WEST END OF THE NORTH SIDE OF THE WEST BOUND LANES BRIDGE, 3.6
 TU1620'FEET EAST OF THE WEST END AND PROJECTS 1 FOOT ABOVE THE SURFACE
 TU1620'OF THE HIGHWAY.
 TU1620'
 TU1620'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WAIPAHU NO 2 1969,
 TU1620'CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.  IT IS IN THE
 TU1620'SOUTH SIDE OF THE WEST BOUND LANES BRIDGE, 33.5 FEET EAST OF THE
 TU1620'WEST END AND PROJECTS 1 FOOT ABOVE THE SURFACE OF THE HIGHWAY.
 TU1620'
 TU1620'THE AZIMUTH MARK IS A STANDARD STATE OF HAWAII DISK, STAMPED 9-9
 TU1620'1969, SET IN THE TOP OF A 9-INCH SQUARE CONCRETE POST WHICH IS
 TU1620'FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT 0.05 MILE SOUTH OF A
 TU1620'LONE TREE, 15 FEET WEST OF THE CENTER OF STATE HIGHWAY 75 AND
 TU1620'13-1/2 FEET EAST OF A 3-FOOT HIGH ROCK WALL.  (TO REACH FROM THE
 TU1620'STATION GO NORTH ON STATE HIGHWAY 75 FOR 0.55 MILE TO THE MARK
 TU1620'ON THE LEFT.)
 TU1620'
 TU1620'MEASUREMENT BETWEEN REFERENCE MARKS WAS NOT MADE BECAUSE OF
 TU1620'HEAVY TRAFFIC ON THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1615 ***********************************************************************
 TU1615  DESIGNATION -  WAIPAHU MILL OLD STK OAHU MILL
 TU1615  PID         -  TU1615
 TU1615  STATE/COUNTY-  HI/HONOLULU
 TU1615  USGS QUAD   -  WAIPAHU (1983)
 TU1615
 TU1615                         *CURRENT SURVEY CONTROL
 TU1615  ___________________________________________________________________
 TU1615* NAD 83(1993)-  21 23 10.54813(N)    158 00 28.09271(W)     ADJUSTED  
 TU1615* LOCAL TIDAL -                                                        
 TU1615  ___________________________________________________________________
 TU1615  EPOCH DATE  -        1993.62
 TU1615  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 TU1615  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1615
 TU1615  HORZ ORDER  -  THIRD
 TU1615
 TU1615.The horizontal coordinates were established by classical geodetic methods
 TU1615.and adjusted by the National Geodetic Survey in December 1998..
 TU1615.The horizontal coordinates are valid at the epoch date displayed above.
 TU1615.The epoch date for horizontal control is a decimal equivalence
 TU1615.of Year/Month/Day.
 TU1615
 TU1615
 TU1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1615
 TU1615.The geoid height was determined by GEOID03.
 TU1615
 TU1615;                    North         East     Units Scale Factor Converg.
 TU1615;SPC HI 3     -    24,313.665   499,190.778   MT  0.99999001   -0 00 10.2
 TU1615;UTM  04      - 2,365,222.208   602,853.973   MT  0.99973072   +0 21 42.6
 TU1615
 TU1615                          SUPERSEDED SURVEY CONTROL
 TU1615
 TU1615  NAD 83(1986)-  21 23 10.49698(N)    158 00 28.10391(W) AD(       ) 4
 TU1615  OLD HI      -  21 23 21.86300(N)    158 00 37.95200(W) AD(       ) 3
 TU1615
 TU1615.Superseded values are not recommended for survey control.
 TU1615.NGS no longer adjusts projects to the OLD HI datum.
 TU1615.See file dsdata.txt to determine how the superseded data were derived.
 TU1615
 TU1615_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0285465222(NAD 83)
 TU1615
 TU1615  HISTORY     - Date     Condition        Report By
 TU1615  HISTORY     - 1925     MONUMENTED       CGS
 TU1615  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1615
 TU1615                          STATION DESCRIPTION
 TU1615
 TU1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (ERH)
 TU1615'IN S OAHU, AT WAIPAHU, THE LOWER OF TWO STACKS AT SUGAR MILL.  STACK
 TU1615'IS BLACK.  THIS IS STATION OAHU MILL OF 1909.
 TU1615
 TU1615                          STATION RECOVERY (1964)
 TU1615
 TU1615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1615'STATION WAS RECOVERED.  THE SUPERINTENDENT OF THE MILL VERIFIED
 TU1615'THAT THIS WAS THE FIRST STACK AT THE MILL AND THAT IT IS IN ITS
 TU1615'ORIGINAL LOCATION.  IT WAS ALSO CHECKED BY ANGLE AT PUNCHBOWL.
 TU1615'
 TU1615'STACK IS SILVER COLORED, WITH A BLACK SECTION AT THE TOP.  IT IS
 TU1615'THE SHORTER OF THE TWO STACKS, BEING ABOUT 175 FEET HIGH.
 TU1615'
 TU1615'LOCATED AT THE WAIPAHU SUGAR MILL IN THE TOWN OF WAIPAHU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1614 ***********************************************************************
 TU1614  DESIGNATION -  WAIPAHU MILL STACK
 TU1614  PID         -  TU1614
 TU1614  STATE/COUNTY-  HI/HONOLULU
 TU1614  USGS QUAD   -  WAIPAHU (1983)
 TU1614
 TU1614                         *CURRENT SURVEY CONTROL
 TU1614  ___________________________________________________________________
 TU1614* NAD 83(1993)-  21 23 10.76199(N)    158 00 26.59975(W)     ADJUSTED  
 TU1614* LOCAL TIDAL -                                                        
 TU1614  ___________________________________________________________________
 TU1614  EPOCH DATE  -        1993.62
 TU1614  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 TU1614  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1614
 TU1614  HORZ ORDER  -  THIRD
 TU1614
 TU1614.The horizontal coordinates were established by classical geodetic methods
 TU1614.and adjusted by the National Geodetic Survey in December 1998..
 TU1614.The horizontal coordinates are valid at the epoch date displayed above.
 TU1614.The epoch date for horizontal control is a decimal equivalence
 TU1614.of Year/Month/Day.
 TU1614
 TU1614
 TU1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1614
 TU1614.The geoid height was determined by GEOID03.
 TU1614
 TU1614;                    North         East     Units Scale Factor Converg.
 TU1614;SPC HI 3     -    24,320.240   499,233.783   MT  0.99999001   -0 00 09.7
 TU1614;UTM  04      - 2,365,229.056   602,896.924   MT  0.99973083   +0 21 43.2
 TU1614
 TU1614                          SUPERSEDED SURVEY CONTROL
 TU1614
 TU1614  NAD 83(1986)-  21 23 10.71101(N)    158 00 26.61038(W) AD(       ) 4
 TU1614  OLD HI      -  21 23 22.10701(N)    158 00 36.50128(W) AD(       ) 3
 TU1614
 TU1614.Superseded values are not recommended for survey control.
 TU1614.NGS no longer adjusts projects to the OLD HI datum.
 TU1614.See file dsdata.txt to determine how the superseded data were derived.
 TU1614
 TU1614_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0289765229(NAD 83)
 TU1614
 TU1614  HISTORY     - Date     Condition        Report By
 TU1614  HISTORY     - UNK      MONUMENTED
 TU1614  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1614  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1614  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1614
 TU1614                          STATION DESCRIPTION
 TU1614
 TU1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1614'IN S OAHU, AT WAIPAHU, THE HIGHER OF TWO STACKS AT SUGAR
 TU1614'MILL.  STACK IS LIGHT GRAY.
 TU1614
 TU1614                          STATION RECOVERY (1964)
 TU1614
 TU1614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1614'STATION WAS RECOVERED.  THE SUPERINTENDENT OF THE MILL VERIFIED
 TU1614'THAT IT IS THE CORRECT STACK AND IT WAS ALSO CHECKED BY ANGLE AT
 TU1614'EWA CHURCH.
 TU1614'
 TU1614'STACK IS TAN, WITH A BLACK SECTION AT THE TOP.  IT IS THE HIGHER
 TU1614'OF THE TWO STACKS, BEING 205 FEET HIGH (20 FEET OF THE STACK WAS
 TU1614'REMOVED A FEW YEARS AGO).
 TU1614'
 TU1614'LOCATED AT THE WAIPAHU SUGAR MILL IN THE TOWN OF WAIPAHU.
 TU1614
 TU1614                          STATION RECOVERY (1973)
 TU1614
 TU1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 TU1614'STATION RECOVERED AS DESCRIBED BY D.G. RUSHFORD IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1610 ***********************************************************************
 TU1610  DESIGNATION -  WAIPAHU RADIO STATION KAHU TWR
 TU1610  PID         -  TU1610
 TU1610  STATE/COUNTY-  HI/HONOLULU
 TU1610  USGS QUAD   -  WAIPAHU (1983)
 TU1610
 TU1610                         *CURRENT SURVEY CONTROL
 TU1610  ___________________________________________________________________
 TU1610* NAD 83(1993)-  21 23 16.26927(N)    157 59 56.36112(W)     ADJUSTED  
 TU1610* LOCAL TIDAL -                                                        
 TU1610  ___________________________________________________________________
 TU1610  EPOCH DATE  -        1993.62
 TU1610  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 TU1610  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1610
 TU1610  HORZ ORDER  -  THIRD
 TU1610
 TU1610.The horizontal coordinates were established by classical geodetic methods
 TU1610.and adjusted by the National Geodetic Survey in December 1998..
 TU1610.The horizontal coordinates are valid at the epoch date displayed above.
 TU1610.The epoch date for horizontal control is a decimal equivalence
 TU1610.of Year/Month/Day.
 TU1610
 TU1610
 TU1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1610
 TU1610.The geoid height was determined by GEOID03.
 TU1610
 TU1610;                    North         East     Units Scale Factor Converg.
 TU1610;SPC HI 3     -    24,489.603   500,104.818   MT  0.99999000   +0 00 01.3
 TU1610;UTM  04      - 2,365,403.915   603,766.639   MT  0.99973305   +0 21 54.3
 TU1610
 TU1610                          SUPERSEDED SURVEY CONTROL
 TU1610
 TU1610  NAD 83(1986)-  21 23 16.21854(N)    157 59 56.37144(W) AD(       ) 4
 TU1610  OLD HI      -  21 23 27.59000(N)    158 00 06.25400(W) AD(       ) 3
 TU1610
 TU1610.Superseded values are not recommended for survey control.
 TU1610.NGS no longer adjusts projects to the OLD HI datum.
 TU1610.See file dsdata.txt to determine how the superseded data were derived.
 TU1610
 TU1610_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0376765404(NAD 83)
 TU1610
 TU1610  HISTORY     - Date     Condition        Report By
 TU1610  HISTORY     - UNK      MONUMENTED
 TU1610  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1610
 TU1610                          STATION DESCRIPTION
 TU1610
 TU1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1610'STATION IS GONE.  THE TOWER WAS REMOVED AND A NEW TRANSMITTING
 TU1610'TOWER BUILT AT A NEW LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2678 ***********************************************************************
 TU2678  DESIGNATION -  WAIPIO 1877
 TU2678  PID         -  TU2678
 TU2678  STATE/COUNTY-  HI/HAWAII
 TU2678  USGS QUAD   -  KUKUIHAELE (1995)
 TU2678
 TU2678                         *CURRENT SURVEY CONTROL
 TU2678  ___________________________________________________________________
 TU2678* NAD 83(1993)-  20 07 17.43541(N)    155 36 17.41501(W)     ADJUSTED  
 TU2678* LOCAL TIDAL -       422.8    (meters)    1387.     (feet)  VERT ANG  
 TU2678  ___________________________________________________________________
 TU2678  EPOCH DATE  -        1993.62
 TU2678  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 TU2678  GEOID HEIGHT-          20.49  (meters)                     GEOID03
 TU2678
 TU2678  HORZ ORDER  -  SECOND
 TU2678
 TU2678.The horizontal coordinates were established by classical geodetic methods
 TU2678.and adjusted by the National Geodetic Survey in December 1998..
 TU2678.The horizontal coordinates are valid at the epoch date displayed above.
 TU2678.The epoch date for horizontal control is a decimal equivalence
 TU2678.of Year/Month/Day.
 TU2678
 TU2678.The orthometric height was determined by vertical angle observations.
 TU2678
 TU2678.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2678
 TU2678.The geoid height was determined by GEOID03.
 TU2678
 TU2678;                    North         East     Units Scale Factor Converg.
 TU2678;SPC HI 1     -   142,597.097   489,037.864   MT  0.99996815   -0 02 09.8
 TU2678;UTM  05      - 2,227,058.398   227,657.967   MT  1.00051681   -0 53 47.9
 TU2678
 TU2678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2678!SPC HI 1     -   0.99993032  x   0.99996815  =   0.99989848
 TU2678!UTM  05      -   0.99993032  x   1.00051681  =   1.00044710
 TU2678
 TU2678:                Primary Azimuth Mark                     Grid Az
 TU2678:SPC HI 1     -  ANUENUE 1913                             114 19 47.6
 TU2678:UTM  05      -  ANUENUE 1913                             115 11 25.7
 TU2678
 TU2678|---------------------------------------------------------------------|
 TU2678| PID    Reference Object                     Distance      Geod. Az  |
 TU2678|                                                           dddmmss.s |
 TU2678| TU2676 ANUENUE 1913                        APPROX. 8.2 KM 1141737.8 |
 TU2678|---------------------------------------------------------------------|
 TU2678
 TU2678                          SUPERSEDED SURVEY CONTROL
 TU2678
 TU2678  NAD 83(1986)-  20 07 17.42869(N)    155 36 17.41623(W) AD(       ) 2
 TU2678  OLD HI      -  20 07 28.46000(N)    155 36 27.42500(W) AD(       ) 2
 TU2678
 TU2678.Superseded values are not recommended for survey control.
 TU2678.NGS no longer adjusts projects to the OLD HI datum.
 TU2678.See file dsdata.txt to determine how the superseded data were derived.
 TU2678
 TU2678_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC2765827058(NAD 83)
 TU2678
 TU2678  HISTORY     - Date     Condition        Report By
 TU2678  HISTORY     - 1877     MONUMENTED       COASUR
 TU2678  HISTORY     - 1913     SEE DESCRIPTION  CGS
 TU2678  HISTORY     - 1938     SEE DESCRIPTION  CGS
 TU2678  HISTORY     - 1948     SEE DESCRIPTION  CGS
 TU2678  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2678  HISTORY     - 1978     SEE DESCRIPTION  USGS
 TU2678
 TU2678                          STATION DESCRIPTION
 TU2678
 TU2678'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2678'NEAR THE NORTH COAST OF HAWAII, ON THE NORTH SIDE OF WAIPIO VALLEY,
 TU2678'ABOUT 8 METERS FROM THE EDGE OF THE GULCH WHICH DROPS DOWN
 TU2678'PRECIPITOUSLY TO THE RICE FIELDS, AND 600 METERS FROM THE EDGE OF
 TU2678'THE CLIFFS ABOVE THE SEA.  TO REACH THE STATION START UP THE
 TU2678'ZIGZAG TRAIL WHICH GOES TO THE TOP FROM THE BEACH AT WAIPIO
 TU2678'VALLEY, AND UPON REACHING THE TOP, TURN MAUKA OR INSHORE ALONG
 TU2678'THE EDGE OF THE GULCH.  STATION IS AT HEAD OF OLD WOOD SLIDE.
 TU2678'MARKED ORIGINALLY BY COPPER TUBE AND A COPPER CYLINDER BURIED 3
 TU2678'FEET DEEP, WITH AN OHIA POST AT SURFACE.
 TU2678'
 TU2678'IN 1913 MARK DESCRIBED AS A CONCRETE CYLINDER SET UPRIGHT, WITH
 TU2678'UNITED STATES GEOLOGICAL SURVEY PLATE IN CENTER.  THE STATION IS
 TU2678'SURROUNDED BY A CAIRN OF STONES.
 TU2678
 TU2678                          STATION RECOVERY (1938)
 TU2678
 TU2678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CLM)
 TU2678'LOCATION OF STATION--NEAR NORTH COAST OF HAWAII ABOUT 2000
 TU2678'FEET ABOVE THE SEA BLUFFS AND 25 FEET AWAY FROM THE NORTH EDGE
 TU2678'OF WAIPIO VALLEY.
 TU2678'
 TU2678'OLD STATION MARK FOUND--U.S.G.S. BRONZE TABLET SET IN STONE
 TU2678'IN CONCRETE MONUMENT.
 TU2678'
 TU2678'NEW STATION MARK--H.T.S. TYPE D MONUMENT (TRIANGULAR
 TU2678'CONCRETE MONUMENT 7-1/2 FT ON EACH SIDE WITH 2-1/2 IN PIPE
 TU2678'2 FEET LONG SET ON STEEL LEGS OVER THE OLD MARK WHICH IS LEFT
 TU2678'EXPOSED TO VIEW.  A STANDARD METAL TARGET IS SET IN THE 2-1/2
 TU2678'IN PIPE.
 TU2678
 TU2678                          STATION RECOVERY (1948)
 TU2678
 TU2678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (LCW)
 TU2678'ON THE WESTERN RIM OF WAIPIO CANYON, ABOUT 30 FEET BACK FROM
 TU2678'WHERE RIM DROPS SHARPLY AND 15 FEET BACK OF THE TRAIL LEADING
 TU2678'ALONG THE EDGE.  ABOUT 700 YARDS SOUTHWESTWARD OF THE SEA
 TU2678'CLIFFS.  AT THE STATION THE SHORELINE AT WAIPIO BEACH IS ABOUT
 TU2678'IN RANGE WITH THE SHORELINE NORTH OF HONOKAA.  LINES HAVE BEEN
 TU2678'CLEARED THROUGH THREE ROWS OF IRONWOOD TREES ON THE LINE TO
 TU2678'KAALA.  SMALLER TREES HAVE BEEN CLEARED IN FRONT OF THE STATION
 TU2678'AS SEEN FROM THE HAMAKUA COAST.
 TU2678'
 TU2678'IN 1948 THE BEST MEANS OF REACHING THE STATION, WAS BY MULE
 TU2678'FROM THE EAST SIDE OF THE CANYON.  THE TRAILS ARE TOO STEEP
 TU2678'FOR HORSES.  THE VERY STEEP ZIG ZAG TRAIL UP THE WEST SIDE OF
 TU2678'THE CANYON IS THE MOST DIFFICULT, AS IT IS BADLY GUTTED AND IS
 TU2678'NOT MAINTAINED.  UPON REACHING THE UPPER RIM TURN SOUTHWEST ALONG
 TU2678'THE EDGE OF THE CANYON FOR ABOUT 500 YARDS, TO REACH THE
 TU2678'STATION.
 TU2678'
 TU2678'THE STATION RECOVERED WAS A USGS BRONZE TABLET SET IN
 TU2678'CEMENT.  THE STATION WAS SO RECOVERED IN 1938 BY THE HAWAII
 TU2678'TERRITORY SURVEY AND A CONCRETE PLATFORM, METAL POLE AND
 TU2678'TARGET INSTALLED, AT THIS TIME.  NO INFORMATION IS AVAILABLE
 TU2678'REGARDING THE RECOVERY OF THE ORIGINAL MARKS, A COPPER TUBE
 TU2678'AND A COPPER CYLINDER BURIED THREE FEET.
 TU2678'
 TU2678'AN EARLY RECOVERY NOTE REPORTS.  ORIGINAL STATION RECOVERED
 TU2678'BY A.O. BURKLAND IN DECEMBER 1911.  REMARKED BY BRONZE TABLET
 TU2678'CENTERED OVER IN ORIGINAL ROCK MARKING STATION.  STAMPED 1389 V.A.
 TU2678
 TU2678                          STATION RECOVERY (1966)
 TU2678
 TU2678'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2678'STATION MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER THE
 TU2678'SUPPORT FOR THE METAL SIGNAL HAS RUSTED OFF AND THE SIGNAL NO
 TU2678'LONGER STANDS.  THE STATION IS NOW COMPLETELY HIDDEN BY A HEAVY
 TU2678'GROWTH OF LARGE IRONWOOD TREES.  A COMPLETE DESCRIPTION FOLLOWS--
 TU2678'
 TU2678'STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF HONOKAA
 TU2678'AND 7-1/2 MILES NORTHEAST OF KAMUELA, ALONG THE
 TU2678'HEAVILY-TIMBERED WEST RIM OF WAIPIO VALLEY AT ABOUT 1387 FEET
 TU2678'ELEVATION, ABOUT 2600 FEET SOUTHWEST OF THE COASTLINE.
 TU2678'
 TU2678'TO REACH STATION FROM THE POST OFFICE IN HONOKAA, GO WEST ON
 TU2678'MAMANE STREET, AND CONTINUE WEST ON THE ROAD TO WAIPIO,
 TU2678'FOR 7.7 MILES TO THE POST OFFICE AT KUKUIHAELE
 TU2678'VILLAGE.  CONTINUE WEST FOR 1.25 MILES TO EAST RIM OF WAIPIO
 TU2678'VALLEY.  GO DOWNGRADE ON STEEP ROAD FOR 0.8 MILE TO
 TU2678'T-JUNCTION.  TURN SHARP RIGHT AND GO 0.5 MILE TO END OF TRUCK
 TU2678'TRAVEL AT BEACH.  PACK WESTERLY ALONG BEACH ABOUT 3/4-MILE TO
 TU2678'WEST SIDE OF VALLEY.  ENTER BRUSH ON TRAIL 10 YARDS INLAND
 TU2678'FROM LARGE BOULDER STRIP AND GO 75 YARDS TO TRAIL FORK.  TAKE
 TU2678'RIGHT FORK, PASSING A FOREST SERVICE SIGN, AND FOLLOW GOOD
 TU2678'TRAIL UP THE STEEP SIDE OF THE CANYON ABOUT 1/2-MILE TO
 TU2678'CREST OF RIDGE IN IRONWOOD TREES.  LEAVE TRAIL AND WALK
 TU2678'SOUTHWEST UP GRADUAL RIDGE LINE THROUGH FOREST FOR ABOUT 400
 TU2678'YARDS TO BEGINNING OF LARGE BAMBOO GROVE.  CONTINUE,
 TU2678'ALONGSIDE OF GROVE, FOR ABOUT 140 YARDS TO ITS END, THEN
 TU2678'CONTINUE ALONG RIDGE ABOUT 90 YARDS TO STATION.  PACKING TIME
 TU2678'1-1/2 HOURS.
 TU2678'
 TU2678'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK, STAMPED 1387,
 TU2678'SET IN CONCRETE IN THE CENTER OF A TRIANGULAR, CONCRETE
 TU2678'PLATFORM, 7 FEET ON EACH SIDE AND FLUSH WITH THE GROUND.  IT IS
 TU2678'30 FEET NORTHWEST OF WHERE THE RIDGE DROPS OFF STEEPLY INTO
 TU2678'CANYON, 15 FEET SOUTHWEST OF A TRIANGULAR BLAZE ON A 12-INCH
 TU2678'IRONWOOD, 6 FEET NORTHEAST OF ANOTHER TRIANGULAR BLAZE ON AN
 TU2678'IRONWOOD TREE AND 4 FEET WEST OF A CAIRN THAT IS BUILT ON THE
 TU2678'EAST POINT OF THE CONCRETE PLATFORM.
 TU2678'
 TU2678'A GROWTH OF SMALLER TREES AND BRUSH AMONG THE LARGE IRONWOODS
 TU2678'PARTIALLY OBSCURES THE STATION AND MAKES IT DIFFICULT TO FIND.
 TU2678'
 TU2678'NOTE--ALTHOUGH THE TRAIL IS VERY GOOD FOR HIKING IT HAS SOME
 TU2678'ROCKY, WASHED-OUT POINTS THAT ARE BELIEVED IMPASSABLE FOR HORSES.
 TU2678'
 TU2678'A 4-WHEEL-DRIVE VEHICLE IS REQUIRED FOR THE STEEP ROAD DOWN
 TU2678'INTO WAIPIO VALLEY.
 TU2678
 TU2678                          STATION RECOVERY (1978)
 TU2678
 TU2678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (YY)
 TU2678'STATION MARK WAS RECOVERED IN GOOD CONDITION.  RECOVERY NOTE
 TU2678'AND TO REACH DESCRIPTION BY D.M. WHIPP, NGS IN 1966 ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1616 ***********************************************************************
 TU1616  DESIGNATION -  WAIPIO UKA RESET
 TU1616  PID         -  TU1616
 TU1616  STATE/COUNTY-  HI/HONOLULU
 TU1616  USGS QUAD   -  WAIPAHU (1983)
 TU1616
 TU1616                         *CURRENT SURVEY CONTROL
 TU1616  ___________________________________________________________________
 TU1616* NAD 83(1993)-  21 26 53.00991(N)    158 00 34.17712(W)     ADJUSTED  
 TU1616* LOCAL TIDAL -       219.0    (meters)     719.     (feet)  VERT ANG  
 TU1616  ___________________________________________________________________
 TU1616  EPOCH DATE  -        1993.62
 TU1616  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 TU1616  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1616
 TU1616  HORZ ORDER  -  FIRST
 TU1616
 TU1616.The horizontal coordinates were established by classical geodetic methods
 TU1616.and adjusted by the National Geodetic Survey in December 1998..
 TU1616.The horizontal coordinates are valid at the epoch date displayed above.
 TU1616.The epoch date for horizontal control is a decimal equivalence
 TU1616.of Year/Month/Day.
 TU1616
 TU1616.The orthometric height was determined by vertical angle observations.
 TU1616
 TU1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1616
 TU1616.The geoid height was determined by GEOID03.
 TU1616
 TU1616;                    North         East     Units Scale Factor Converg.
 TU1616;SPC HI 3     -    31,155.695   499,015.928   MT  0.99999001   -0 00 12.5
 TU1616;UTM  04      - 2,372,061.210   602,635.574   MT  0.99973017   +0 21 44.0
 TU1616
 TU1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1616!SPC HI 3     -   0.99996310  x   0.99999001  =   0.99995311
 TU1616!UTM  04      -   0.99996310  x   0.99973017  =   0.99969328
 TU1616
 TU1616:                Primary Azimuth Mark                     Grid Az
 TU1616:SPC HI 3     -  AIEA MILL STACK                          131 21 44.9
 TU1616:UTM  04      -  AIEA MILL STACK                          130 59 48.4
 TU1616
 TU1616|---------------------------------------------------------------------|
 TU1616| PID    Reference Object                     Distance      Geod. Az  |
 TU1616|                                                           dddmmss.s |
 TU1616| TU1450 AIEA MILL STACK                     APPROX.11.4 KM 1312132.4 |
 TU1616| TU1427 PEARL HARBOR LARGE WATER TANK       APPROX.11.1 KM 1541452.0 |
 TU1616| TU1422 PEARL HARBOR EAST RADIO TOWER       APPROX.11.9 KM 1550752.8 |
 TU1616| TU1429 PEARL HARBOR WEST RADIO TOWER       APPROX.11.7 KM 1561827.1 |
 TU1616| TU1428 PEARL HARBOR SOUTH RADIO TOWER      APPROX.12.0 KM 1564004.9 |
 TU1616| TU1614 WAIPAHU MILL STACK                  APPROX. 6.8 KM 1781015.8 |
 TU1616| CJ9103 WAIPIO UKA RM 1                      99.900 METERS 18048     |
 TU1616| TU1655 EWA MILL STACK                      APPROX.12.3 KM 1923707.5 |
 TU1616| CJ9105 WAIPIO UKA RM 3                      36.555 METERS 24046     |
 TU1616| TU1631 KUNIA RADIO STA KAHU MAST           APPROX. 5.3 KM 2630606.2 |
 TU1616| CJ9106 WAIPIO UKA RM 4                      46.046 METERS 28808     |
 TU1616| CJ9104 WAIPIO UKA RM 2                     150.340 METERS 29916     |
 TU1616|---------------------------------------------------------------------|
 TU1616
 TU1616                          SUPERSEDED SURVEY CONTROL
 TU1616
 TU1616  NAD 83(1986)-  21 26 52.95974(N)    158 00 34.18785(W) AD(       ) 1
 TU1616  OLD HI      -  21 27 04.36580(N)    158 00 44.07900(W) AD(       ) 1
 TU1616
 TU1616.Superseded values are not recommended for survey control.
 TU1616.NGS no longer adjusts projects to the OLD HI datum.
 TU1616.See file dsdata.txt to determine how the superseded data were derived.
 TU1616
 TU1616_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0263672061(NAD 83)
 TU1616
 TU1616  HISTORY     - Date     Condition        Report By
 TU1616  HISTORY     - 1927     MONUMENTED       CGS
 TU1616  HISTORY     - 1927     SEE DESCRIPTION  CGS
 TU1616  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1616  HISTORY     - 1960     SEE DESCRIPTION  CGS
 TU1616  HISTORY     - 1961     SEE DESCRIPTION  CGS
 TU1616  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU1616  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1616  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1616
 TU1616                          STATION DESCRIPTION
 TU1616
 TU1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1616'STATION ALSO KNOWN BY NAME OF WAIPIO MAUKA.  ABOUT 4 MILES
 TU1616'NORTH OF WAIPAHU, ABOUT 8,000 FEET NORTH OF WHERE THE ROAD
 TU1616'(MAIN SCHOFIELD ROAD) TO WAIALUA CROSSES THE DEEP KIPAPA
 TU1616'GULCH, AND ABOUT 1/3 MILE EAST OF THAT ROAD, ON SUMMIT OF LOW
 TU1616'PROMINENT HILL.  TO REACH BY CAR, TURN TO RIGHT OFF SCHOFIELD
 TU1616'ROAD AT THE SUMMIT BETWEEN KIPAPA AND WAIKAKALAUA GULCHES,
 TU1616'AND DRIVE UP TO STATION, CROSSING AN IRRIGATION DITCH JUST
 TU1616'BELOW STATION.  ORIGINALLY MARKED BY CONCRETE POST WITH
 TU1616'CROSS IN TOP.  IN 1927 THE CONCRETE POST WAS SURROUNDED WITH
 TU1616'CONCRETE AND A STANDARD DISK STATION MARK CENTERED OVER
 TU1616'CROSS, NOTE 1A.  REFERENCE MARKS, NOTE 11A, STANDARD
 TU1616'REFERENCE DISKS IN CONCRETE BLOCKS, ARE AT THE FOLLOWING
 TU1616'DISTANCES AND AZIMUTHS FROM STATION--NO. 1, 99.900 METERS
 TU1616'(327.76 FEET), 0 DEG 48 MIN.  NO. 2, 150.34 METERS
 TU1616'(493.24 FEET), 119 DEG 16 MIN.  REMARKED ACCORDING
 TU1616'TO NOTE 14A IN 1929.
 TU1616
 TU1616                          STATION RECOVERY (1945)
 TU1616
 TU1616'RECOVERY NOTE BY US ARMY 1945
 TU1616'FROM INTERSECTION OF DITCH AND HIGHWAY 1 AT WAIPIO CAMP A,
 TU1616'PROCEED SE VIA HIGHWAY 1 FOR 0.2 MILE TO INTERSECTION OF DIRT
 TU1616'ROAD RUNNING SW AND NE, THENCE NE VIA DIRT ROAD 0.2 MILE TO
 TU1616'INTERSECTION WITH DIRT ROAD RUNNING NW AND SE, THENCE SE VIA
 TU1616'DIRT ROAD 0.7 MILE TO STATION SITE IN PINEAPPLE FIELD.
 TU1616'
 TU1616'STATION IS MARKED ACCORDING TO NOTE 14A.  MARKS ARE IN GOOD
 TU1616'CONDITION.  R.M.S 1 AND 2 COULD NOT BE FOUND.
 TU1616
 TU1616                          STATION RECOVERY (1960)
 TU1616
 TU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1616'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  FOLLOWING IS A
 TU1616'NEW ROUTING TO THE STATION.
 TU1616'
 TU1616'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 90 AND 99 IN THE
 TU1616'NORTH EDGE OF PEARL CITY, GO NORTH ON STATE HIGHWAY 99 FOR 5.1
 TU1616'MILE TO A SIDE ROAD RIGHT, TURN RIGHT ON BLACK TOP ROAD FOR 0.6
 TU1616'MILE TO A FORK, TAKE RIGHT FORK, GRADED ROAD FOR 0.5 MILE TO A
 TU1616'WATER TANK IN PINEAPPLE FIELD, TURN SHARP RIGHT ON GRADED ROAD FOR
 TU1616'0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT ON GRADED ROAD FOR 0.5
 TU1616'MILE TO THE STATION.
 TU1616
 TU1616                          STATION RECOVERY (1961)
 TU1616
 TU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HJS)
 TU1616'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 TU1616'MARKS WERE NOT SEARCHED FOR.
 TU1616'
 TU1616'THE STATION IS THE PIPE ON TYPE A HAWAIIAN TERRITORY SURVEY
 TU1616'MONUMENT.
 TU1616'
 TU1616'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 TU1616'90 AND 99 AT THE NORTH EDGE OF PEARL CITY, GO NORTH ON HIGHWAY
 TU1616'99 FOR 4.6 MILES TO A PAVED ROAD RIGHT LEADING TO A GROUP OF
 TU1616'HOUSES.  TURN RIGHT ON ROAD LEADING TO FRONT OF HOUSES AND
 TU1616'FOLLOW TO END.  PACK EAST 100 YARDS BEHIND HOUSES TO PINEAPPLE
 TU1616'FIELD AND STATION.
 TU1616
 TU1616                          STATION RECOVERY (1962)
 TU1616
 TU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAB)
 TU1616'THE STATION MARK WAS RECOVERED AS DESCRIBED AND IN GOOD
 TU1616'CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED.
 TU1616'
 TU1616'THE STATION WAS VISITED BY A LIGHTKEEPER ONLY.
 TU1616'
 TU1616'THE TO REACH IS ADEQUATE.
 TU1616
 TU1616                          STATION RECOVERY (1963)
 TU1616
 TU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1616'STATION MARK WAS RECOVERED IN GOOD CONDITION.  A SEARCH WAS
 TU1616'MADE BY DISTANCE AND ANGLE FOR THE REFERENCE MARKS, BUT THEY
 TU1616'WERE NOT FOUND.  THERE IS A LARGE IRRIGATION CANAL IN THE AREA
 TU1616'WHERE REFERENCE MARK NUMBER ONE WAS LOCATED AND IN THE VICINITY
 TU1616'OF REFERENCE MARK NUMBER TWO THERE IS NOW A ROW OF
 TU1616'HOUSES.  BOTH MARKS HAVE PROBABLY BEEN DESTROYED.  THE STATION
 TU1616'IS IN A WELL-PROTECTED LOCATION, SET ASIDE BY THE PINEAPPLE
 TU1616'COMPANY, AND ALSO, BECAUSE OF THE PINEAPPLE FIELDS THERE IS NO
 TU1616'SUITABLE LOCATION, SO NO NEW REFERENCE MARKS WERE
 TU1616'ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1616'
 TU1616'STATION IS LOCATED, AIRLINE, ABOUT 3-1/2 MILES SOUTH OF
 TU1616'WAHAIWA, 4 MILES NORTH OF WAIPAHU, AND 5700 YARDS EAST OF
 TU1616'KAMEHAMEHA HIGHWAY, AT ABOUT 719 FEET ELEVATION, IN A
 TU1616'PINEAPPLE FIELD ON A RISE AT EAST SIDE OF A ROW OF WHITE
 TU1616'HOUSES AND PROMINENT GROVE OF LARGE TREES.
 TU1616'
 TU1616'TO REACH STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 TU1616'LEHUA AVENUE AND STATE HIGHWAY 90 IN PEARL CITY, GO WEST ON
 TU1616'STATE HIGHWAY 90 FOR 0.6 MILE.  TAKE RIGHT FORK AND GO
 TU1616'NORTHWEST ON STATE HIGHWAY 99 FOR 5.1 MILES TO NARROW, ASPHALT,
 TU1616'SIDE ROAD RIGHT, AT TOP OF RISE AND SIGN NOB HILL TURN
 TU1616'HERE.  TURN RIGHT AND GO EASTERLY FOR 0.3 MILE.  TAKE LEFT FORK,
 TU1616'STRAIGHT AHEAD, FOR 0.05 MILE TO CROSSROAD.  TURN RIGHT AND GO
 TU1616'SOUTHERLY FOR 0.25 MILE TO STATION ON LEFT.
 TU1616'
 TU1616'STATION MARK IS A STANDARD DISK, STAMPED WAIPIO UKA 1927, SET
 TU1616'IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS
 TU1616'ABOUT 3 INCHES ABOVE GROUND.  IT IS 105 FEET EAST OF CENTER
 TU1616'LINE OF ROAD ALONG WEST SIDE OF FIELD, 0.3 MILE SOUTH OF
 TU1616'SILVER, ELEVATED, WATER TANK, AND SET IN A SMALL, TRIANGULAR
 TU1616'PLOT IN THE PINEAPPLE FIELD.  THERE IS A HAWAIIAN TERRITORIAL
 TU1616'SURVEY TYPE A SIGNAL CENTERED OVER THE STATION MARK, WITH THE
 TU1616'CONCRETE PLATFORM ABOUT 4 FEET ABOVE GROUND.
 TU1616
 TU1616                          STATION RECOVERY (1969)
 TU1616
 TU1616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1616'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 TU1616'CONDITION.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS
 TU1616'TIME.  A NEW DESCRIPTION FOLLOWS.
 TU1616'
 TU1616'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF WAHAIWA,
 TU1616'4 MILES NORTH OF WAIPAHU, ON A RISE IN A PINEAPPLE FIELD AND
 TU1616'JUST EAST OF A ROW OF HOUSES AND A PROMINENT GROVE OF LARGE
 TU1616'TREES.
 TU1616'
 TU1616'TO REACH THE STATION FROM THE INTERSECTION OF WAIMANO HOME
 TU1616'ROAD AND STATE HIGHWAY 90 IN PEARL CITY, GO WEST ON STATE
 TU1616'HIGHWAY 90 FOR 0.6 MILE TO THE JUNCTION WITH STATE HIGHWAY 99,
 TU1616'BEAR RIGHT AND GO NORTHWEST ON STATE HIGHWAY 99 FOR 5.1 MILES
 TU1616'TO A SURFACED SIDE ROAD RIGHT, TURN RIGHT AND GO EASTERLY ON
 TU1616'THE SURFACED ROAD WHICH LATER BECOMES A GRAVELED ROAD FOR 0.3
 TU1616'MILE TO A DIRT CROSSROAD JUST SOUTH OF A WATER TANK, TURN RIGHT
 TU1616'AND GO SOUTH ON A FIELD ROAD FOR 0.25 MILE TO A FIELD SIDE
 TU1616'ROAD LEFT, TURN LEFT AND GO EAST ON THE FIELD ROAD FOR ABOUT
 TU1616'100 FEET TO THE STATION AS DESCRIBED.
 TU1616'
 TU1616'THE STATION MARK IS A STANDARD DISK STAMPED WAIPIO UKA 1927,
 TU1616'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 TU1616'INCHES.  IT IS 88 FEET NORTHEAST OF THE CENTER OF THE
 TU1616'NORTH-SOUTH DIRT ROAD AND 21 FEET NORTHWEST OF THE CENTER OF
 TU1616'THE EAST-WEST DIRT ROAD.  THERE IS A TYPE A HAWAII TERRITORIAL
 TU1616'SURVEY SIGNAL CONSTRUCTED OVER THE MARK.
 TU1616'
 TU1616'REFERENCE MARK 3 IS A STANDARD DISK STAMPED WAIPIO UKA 1873
 TU1616'1927 NO 3 1969, SET IN THE TOP OF A ROUND CONCRETE POST
 TU1616'PROJECTING 4 INCHES.  IT IS 23 FEET SOUTHWEST OF THE CENTER OF
 TU1616'THE NORTH-SOUTH DIRT ROAD AND 1 FOOT SOUTHEAST OF THE SOUTH
 TU1616'END OF A HEDGEROW.
 TU1616'
 TU1616'REFERENCE MARK 4 IS A STANDARD DISK STAMPED WAIPIO UKA 1873
 TU1616'1927 NO 4 1969, SET IN THE TOP OF A ROUND CONCRETE POST
 TU1616'PROJECTING 4 INCHES.  IT IS 90 FEET SOUTHEAST OF POWERLINE
 TU1616'POLE NUMBER 35 20, 19 FEET SOUTHWEST OF THE CENTER OF THE
 TU1616'NORTH-SOUTH DIRT ROAD AND 1 FOOT EAST OF THE NORTH END OF
 TU1616'THE HEDGEROW.
 TU1616'
 TU1616'THE REFERENCE MARKS WERE NOT MEASURED BETWEEN DUE TO A
 TU1616'PORTION OF THE HEDGEROW BEING ON LINE.
 TU1616'
 TU1616'HEIGHT OF LIGHT ABOVE STATION MARK 16 FEET.
 TU1616'
 TU1616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1616'3-1/2 MILES SOUTH OF WAHIAWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1617 ***********************************************************************
 TU1617  DESIGNATION -  WAIPIO UKA WATER TANK
 TU1617  PID         -  TU1617
 TU1617  STATE/COUNTY-  HI/HONOLULU
 TU1617  USGS QUAD   -  WAIPAHU (1983)
 TU1617
 TU1617                         *CURRENT SURVEY CONTROL
 TU1617  ___________________________________________________________________
 TU1617* NAD 83(1993)-  21 27 06.48458(N)    158 00 40.53829(W)     ADJUSTED  
 TU1617* LOCAL TIDAL -                                                        
 TU1617  ___________________________________________________________________
 TU1617  EPOCH DATE  -        1993.62
 TU1617  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 TU1617  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1617
 TU1617  HORZ ORDER  -  THIRD
 TU1617
 TU1617.The horizontal coordinates were established by classical geodetic methods
 TU1617.and adjusted by the National Geodetic Survey in December 1998..
 TU1617.The horizontal coordinates are valid at the epoch date displayed above.
 TU1617.The epoch date for horizontal control is a decimal equivalence
 TU1617.of Year/Month/Day.
 TU1617
 TU1617
 TU1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1617
 TU1617.The geoid height was determined by GEOID03.
 TU1617
 TU1617;                    North         East     Units Scale Factor Converg.
 TU1617;SPC HI 3     -    31,570.135   498,832.798   MT  0.99999002   -0 00 14.8
 TU1617;UTM  04      - 2,372,474.365   602,449.851   MT  0.99972970   +0 21 41.9
 TU1617
 TU1617                          SUPERSEDED SURVEY CONTROL
 TU1617
 TU1617  NAD 83(1986)-  21 27 06.43443(N)    158 00 40.54905(W) AD(       ) 4
 TU1617  OLD HI      -  21 27 17.83791(N)    158 00 50.43811(W) AD(       ) 3
 TU1617
 TU1617.Superseded values are not recommended for survey control.
 TU1617.NGS no longer adjusts projects to the OLD HI datum.
 TU1617.See file dsdata.txt to determine how the superseded data were derived.
 TU1617
 TU1617_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0245072474(NAD 83)
 TU1617
 TU1617  HISTORY     - Date     Condition        Report By
 TU1617  HISTORY     - UNK      MONUMENTED
 TU1617  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1617  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1617
 TU1617                          STATION DESCRIPTION
 TU1617
 TU1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1617'STATION WAS RECOVERED.  IT IS A SILVER-COLORED, ELEVATED TANK,
 TU1617'SUPPORTED BY 4 I-BEAM STEEL LEGS.  BASE OF TANK IS 27 FEET
 TU1617'ABOVE GROUND, TOP OF TANK IS 50 FEET ABOVE GROUND, AND IT IS
 TU1617'ABOUT 20 FEET IN DIAMETER.  TANK HAS A ROUNDED BOTTOM AND A
 TU1617'PEAKED TOP, WITH A SILVER BALL ON TOP.  LOCATED ABOUT 3-1/2
 TU1617'MILES SOUTH-SOUTHEAST OF WAHIAWA AND 0.3 MILE EAST OF STATE
 TU1617'HIGHWAY 99, IN A PINEAPPLE FIELD, ABOUT 1/4 MILE NORTH OF A
 TU1617'SMALL GROUP OF WHITE HOUSES AND GROVE OF NORFOLK PINES.
 TU1617
 TU1617                          STATION RECOVERY (1969)
 TU1617
 TU1617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1617'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 TU1617'DESCRIBED BY D. G. RUSHFORD IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1931 ***********************************************************************
 TU1931  DESIGNATION -  WAIPOULI FLAGSTAFF
 TU1931  PID         -  TU1931
 TU1931  STATE/COUNTY-  HI/KAUAI
 TU1931  USGS QUAD   -  KAPAA (1996)
 TU1931
 TU1931                         *CURRENT SURVEY CONTROL
 TU1931  ___________________________________________________________________
 TU1931* NAD 83(1993)-  22 03 18.23094(N)    159 19 26.91358(W)     ADJUSTED  
 TU1931* LOCAL TIDAL -                                                        
 TU1931  ___________________________________________________________________
 TU1931  EPOCH DATE  -        1993.62
 TU1931  LAPLACE CORR-         -14.61  (seconds)                    DEFLEC99
 TU1931  GEOID HEIGHT-          15.24  (meters)                     GEOID03
 TU1931
 TU1931  HORZ ORDER  -  THIRD
 TU1931
 TU1931.The horizontal coordinates were established by classical geodetic methods
 TU1931.and adjusted by the National Geodetic Survey in December 1998..
 TU1931.The horizontal coordinates are valid at the epoch date displayed above.
 TU1931.The epoch date for horizontal control is a decimal equivalence
 TU1931.of Year/Month/Day.
 TU1931
 TU1931
 TU1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1931
 TU1931.The geoid height was determined by GEOID03.
 TU1931
 TU1931;                    North         East     Units Scale Factor Converg.
 TU1931;SPC HI 4     -    24,562.362   518,152.227   MT  0.99999407   +0 03 57.7
 TU1931;UTM  04      - 2,438,957.332   466,554.524   MT  0.99961382   -0 07 18.2
 TU1931
 TU1931                          SUPERSEDED SURVEY CONTROL
 TU1931
 TU1931  NAD 83(1986)-  22 03 18.20133(N)    159 19 26.97002(W) AD(       ) 4
 TU1931  OLD HI      -  22 03 29.54100(N)    159 19 37.04200(W) AD(       ) 3
 TU1931
 TU1931.Superseded values are not recommended for survey control.
 TU1931.NGS no longer adjusts projects to the OLD HI datum.
 TU1931.See file dsdata.txt to determine how the superseded data were derived.
 TU1931
 TU1931_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6655538957(NAD 83)
 TU1931
 TU1931  HISTORY     - Date     Condition        Report By
 TU1931  HISTORY     - UNK      MONUMENTED
 TU1931  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1931
 TU1931                          STATION DESCRIPTION
 TU1931
 TU1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1931'STATION IS DESTROYED.  IT WAS LOCATED IN THE VICINITY OF STATION
 TU1931'POLO 1927, AT THE SITE OF THE OLD RACETRACK, WHICH WAS ABANDONED
 TU1931'LONG AGO AND IS NOW PASTURELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1932 ***********************************************************************
 TU1932  DESIGNATION -  WAIPOULI WINDMILL
 TU1932  PID         -  TU1932
 TU1932  STATE/COUNTY-  HI/KAUAI
 TU1932  USGS QUAD   -  KAPAA (1996)
 TU1932
 TU1932                         *CURRENT SURVEY CONTROL
 TU1932  ___________________________________________________________________
 TU1932* NAD 83(1993)-  22 03 23.35941(N)    159 19 29.83522(W)     ADJUSTED  
 TU1932* LOCAL TIDAL -                                                        
 TU1932  ___________________________________________________________________
 TU1932  EPOCH DATE  -        1993.62
 TU1932  LAPLACE CORR-         -14.57  (seconds)                    DEFLEC99
 TU1932  GEOID HEIGHT-          15.25  (meters)                     GEOID03
 TU1932
 TU1932  HORZ ORDER  -  THIRD
 TU1932
 TU1932.The horizontal coordinates were established by classical geodetic methods
 TU1932.and adjusted by the National Geodetic Survey in December 1998..
 TU1932.The horizontal coordinates are valid at the epoch date displayed above.
 TU1932.The epoch date for horizontal control is a decimal equivalence
 TU1932.of Year/Month/Day.
 TU1932
 TU1932
 TU1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1932
 TU1932.The geoid height was determined by GEOID03.
 TU1932
 TU1932;                    North         East     Units Scale Factor Converg.
 TU1932;SPC HI 4     -    24,720.009   518,068.275   MT  0.99999403   +0 03 56.6
 TU1932;UTM  04      - 2,439,115.194   466,471.120   MT  0.99961389   -0 07 19.3
 TU1932
 TU1932                          SUPERSEDED SURVEY CONTROL
 TU1932
 TU1932  NAD 83(1986)-  22 03 23.33115(N)    159 19 29.89086(W) AD(       ) 4
 TU1932  OLD HI      -  22 03 34.67400(N)    159 19 39.95300(W) AD(       ) 3
 TU1932
 TU1932.Superseded values are not recommended for survey control.
 TU1932.NGS no longer adjusts projects to the OLD HI datum.
 TU1932.See file dsdata.txt to determine how the superseded data were derived.
 TU1932
 TU1932_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6647139115(NAD 83)
 TU1932
 TU1932  HISTORY     - Date     Condition        Report By
 TU1932  HISTORY     - UNK      MONUMENTED
 TU1932  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1932
 TU1932                          STATION DESCRIPTION
 TU1932
 TU1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1932'STATION IS DESTROYED.  THE AREA IS NOW A PASTURE AND HAS ONLY
 TU1932'A FEW SCATTERED TREES IN IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1957 ***********************************************************************
 TU1957  DESIGNATION -  WAIT
 TU1957  PID         -  TU1957
 TU1957  STATE/COUNTY-  HI/KAUAI
 TU1957  USGS QUAD   -  ANAHOLA (1996)
 TU1957
 TU1957                         *CURRENT SURVEY CONTROL
 TU1957  ___________________________________________________________________
 TU1957* NAD 83(1993)-  22 13 24.73867(N)    159 24 33.27575(W)     ADJUSTED  
 TU1957* LOCAL TIDAL -                                                        
 TU1957  ___________________________________________________________________
 TU1957  EPOCH DATE  -        1993.62
 TU1957  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 TU1957  GEOID HEIGHT-          14.94  (meters)                     GEOID03
 TU1957
 TU1957  HORZ ORDER  -  THIRD
 TU1957
 TU1957.The horizontal coordinates were established by classical geodetic methods
 TU1957.and adjusted by the National Geodetic Survey in December 1998..
 TU1957.The horizontal coordinates are valid at the epoch date displayed above.
 TU1957.The epoch date for horizontal control is a decimal equivalence
 TU1957.of Year/Month/Day.
 TU1957
 TU1957
 TU1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1957
 TU1957.The geoid height was determined by GEOID03.
 TU1957
 TU1957;                    North         East     Units Scale Factor Converg.
 TU1957;SPC HI 4     -    43,210.049   509,356.886   MT  0.99999108   +0 02 03.6
 TU1957;UTM  04      - 2,457,626.846   457,823.831   MT  0.99962198   -0 09 17.2
 TU1957
 TU1957                          SUPERSEDED SURVEY CONTROL
 TU1957
 TU1957  NAD 83(1986)-  22 13 24.69696(N)    159 24 33.33226(W) AD(       ) 4
 TU1957  OLD HI      -  22 13 36.06000(N)    159 24 43.41000(W) AD(       ) 3
 TU1957
 TU1957.Superseded values are not recommended for survey control.
 TU1957.NGS no longer adjusts projects to the OLD HI datum.
 TU1957.See file dsdata.txt to determine how the superseded data were derived.
 TU1957
 TU1957_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK5782457627(NAD 83)
 TU1957
 TU1957  HISTORY     - Date     Condition        Report By
 TU1957  HISTORY     - 1910     MONUMENTED       CGS
 TU1957  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1957
 TU1957                          STATION DESCRIPTION
 TU1957
 TU1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1957'ON NORTH COAST OF KAUAI, ON A CONSPICUOUS POINT ABOUT 1-1/2 MILES
 TU1957'EAST OF THE TOP OF THE BLUFF WHERE THE ROAD ENTERS THE DEEP
 TU1957'CUT AT THE TOP OF THE HILL EAST OF KALIHIWAI.
 TU1957
 TU1957                          STATION RECOVERY (1965)
 TU1957
 TU1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1957'A PREVIOUS DESCRIPTION GIVES THE LOCATION OF THE STATION BUT DOES
 TU1957'NOT DESCRIBE THE MARK.
 TU1957'
 TU1957'STATION IS DESTROYED.  IT WAS LOCATED ON A VERY NARROW-TOPPED
 TU1957'POINT, WHERE THERE ARE 2 OLD WORLD WAR II EXCAVATIONS.  THE
 TU1957'POINT IS NOW COVERED WITH VERY LARGE IRONWOOD TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1889 ***********************************************************************
 TU1889  DESIGNATION -  WAL
 TU1889  PID         -  TU1889
 TU1889  STATE/COUNTY-  HI/KAUAI
 TU1889  USGS QUAD   -  ANAHOLA (1996)
 TU1889
 TU1889                         *CURRENT SURVEY CONTROL
 TU1889  ___________________________________________________________________
 TU1889* NAD 83(1993)-  22 09 29.28675(N)    159 18 23.22874(W)     ADJUSTED  
 TU1889* LOCAL TIDAL -                                                        
 TU1889  ___________________________________________________________________
 TU1889  EPOCH DATE  -        1993.62
 TU1889  LAPLACE CORR-         -14.78  (seconds)                    DEFLEC99
 TU1889  GEOID HEIGHT-          14.59  (meters)                     GEOID03
 TU1889
 TU1889  HORZ ORDER  -  THIRD
 TU1889
 TU1889.The horizontal coordinates were established by classical geodetic methods
 TU1889.and adjusted by the National Geodetic Survey in December 1998..
 TU1889.The horizontal coordinates are valid at the epoch date displayed above.
 TU1889.The epoch date for horizontal control is a decimal equivalence
 TU1889.of Year/Month/Day.
 TU1889
 TU1889
 TU1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1889
 TU1889.The geoid height was determined by GEOID03.
 TU1889
 TU1889;                    North         East     Units Scale Factor Converg.
 TU1889;SPC HI 4     -    35,977.740   519,963.732   MT  0.99999492   +0 04 22.8
 TU1889;UTM  04      - 2,450,362.348   468,402.803   MT  0.99961234   -0 06 56.1
 TU1889
 TU1889                          SUPERSEDED SURVEY CONTROL
 TU1889
 TU1889  NAD 83(1986)-  22 09 29.25010(N)    159 18 23.28715(W) AD(       ) 4
 TU1889  OLD HI      -  22 09 40.62000(N)    159 18 33.38000(W) AD(       ) 3
 TU1889
 TU1889.Superseded values are not recommended for survey control.
 TU1889.NGS no longer adjusts projects to the OLD HI datum.
 TU1889.See file dsdata.txt to determine how the superseded data were derived.
 TU1889
 TU1889_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6840350362(NAD 83)
 TU1889
 TU1889  HISTORY     - Date     Condition        Report By
 TU1889  HISTORY     - 1910     MONUMENTED       CGS
 TU1889  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1889  HISTORY     - 1971     SEE DESCRIPTION  NGS
 TU1889  HISTORY     - 1983     GOOD             USPSQD
 TU1889  HISTORY     - 19970106 GOOD             USPSQD
 TU1889  HISTORY     - 19980817 GOOD             USPSQD
 TU1889  HISTORY     - 20050224 GOOD             USPSQD
 TU1889
 TU1889                          STATION DESCRIPTION
 TU1889
 TU1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1889'ON NORTHEAST COAST OF KAUAI, NEAR NORTH POINT (KUAEHU) OF ANAHOLA
 TU1889'BAY, BACK FROM THE BROW OF THE BLUFF.  THIS IS A HAWAIIAN
 TU1889'GOVERNMENT SURVEY POINT.  MARKED BY FLAG IN AHU (CAIRN) OF
 TU1889'ROCK.  IN 1927 STATION WAS SEARCHED FOR AND NOT FOUND.  A SINGLE
 TU1889'ROCK WITH DRILL HOLE IN TOP AND AN ARROW ON ONE FACE WAS FOUND.
 TU1889'IT WAS LOOSE IN POSITION.
 TU1889
 TU1889                          STATION RECOVERY (1965)
 TU1889
 TU1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1889'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER IT IS NOW
 TU1889'MARKED WITH A TYPE B-1 SIGNAL BUILT BY THE HAWAII TERRITORIAL
 TU1889'SURVEY IN 1931.  SUBSEQUENT INVESTIGATION AT THE HAWAII STATE
 TU1889'SURVEY OFFICE PROVED THIS TO BE THE OLD STATION.  THE RESULTS,
 TU1889'OBTAINED FROM THE HAWAII STATE HIGHWAY DEPARTMENT, OF
 TU1889'OBSERVATIONS MADE BY THEM ABOUT 10 YEARS AT THE STATION,
 TU1889'COINCIDE VERY CLOSELY WITH THE OLD CHECK ANGLE, ALSO INDICATING
 TU1889'THAT IT IS THE CORRECT POINT.
 TU1889'
 TU1889'STATION IS LOCATED ABOUT 1-1/4 MILES NORTH-NORTHEAST OF ANAHOLA,
 TU1889'ALONG THE NORTHEAST SIDE OF A PINEAPPLE FIELD AT KUAEHU POINT, ABOUT
 TU1889'400 FEET BACK FROM SHORELINE, IN EDGE OF GROVE OF LARGE IRONWOOD
 TU1889'TREES BORDERING FIELD.
 TU1889'
 TU1889'STATION MARK IS AN UNSTAMPED, HAWAII TERRITORIAL SURVEY DISK,
 TU1889'SET ABOUT 6 INCHES BENEATH THE 6-FOOT-SQUARE, CONCRETE PLATFORM
 TU1889'OF THE TYPE B-1 SIGNAL.  IT IS 16 FEET NORTHEAST OF FIELD
 TU1889'BOUNDARY ROAD AND AT SOUTHEAST END OF A ROW OF VERY LARGE
 TU1889'BOULDERS.  A RED AND WHITE METAL TARGET EXTENDS ABOUT 7 FEET
 TU1889'ABOVE THE PLATFORM.  ACCESS TO THE MARK IS HAD THROUGH A SMALL
 TU1889'HAND TUNNEL PASSING BENEATH THE CENTER, CONCRETE PEDESTAL OF
 TU1889'THE SIGNAL.
 TU1889'
 TU1889'NOTE--KIKOO IS THE ONLY STATION VISIBLE BECAUSE OF IRONWOOD TREES.
 TU1889
 TU1889                          STATION RECOVERY (1971)
 TU1889
 TU1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EHF)
 TU1889'PREVIOUS LOCATION DESCRIPTION BY D.M. WHIPP (1965) IS ADEQUATE.
 TU1889'
 TU1889'STATION ORIGINALLY ESTABLISHED AND CALLED NORTH BASE BY F.E. HARVEY
 TU1889'HAWN GOVT. SURVEY IN 1904 (GOVT REG. MAP 2282).  STATION
 TU1889'LATER RENAMED WAL AS DESCRIBED BY O.B. FRENCH. (1910) IN 1931, A
 TU1889'TYPE B-1 SUPERSTRUCTURE WAS BUILT OVER THE RECOVERED MARK, A DRILL
 TU1889'HOLE IN TRIANGLE CUT IN LARGE ROCK AND A STANDARD HAWAII
 TU1889'TERRITORY SURVEY DISC WAS CEMENTED IN DRILL HOLE.
 TU1889'
 TU1889'THE STATION SUPERSTRUCTURE HAS BEEN CONVERTED TO TYPE A STATION
 TU1889'WITH SIDE WALLS BUILT OF CONCRETE TILE SET ON EXISTING GROUND
 TU1889'LEVEL PLATFORM AND 36 IN HIGH TO TOP OF 6 FT X 6 FT OBSERVING
 TU1889'CONCRETE PATFORM.  THE STATION MARK IS EXPOSED AT GROUND LEVEL
 TU1889'AND IN MIDDLE OF, BUT NOT CONNECTED TO, OLD CONCRETE GROUND
 TU1889'LEVEL OBSERVING PLATFORM.
 TU1889
 TU1889                          STATION RECOVERY (1983)
 TU1889
 TU1889'RECOVERY NOTE BY US POWER SQUADRON 1983 (EJS)
 TU1889'UNSTAMPED HAWAIIN TERR SURV. M/T. RECOVERED GOOD LOCATED BEHIND
 TU1889'N.WILKS HOME W. OF KUAEHU PT.  TAKE A LIOMANU ROAD, (RIGHT TURN,)
 TU1889'N. OF ANAHOLA P.O.  STA HAS CONCRETE 6 X 6 SLAB B-1 STRUCTURE
 TU1889'OVER MARK WITH RED/WHITE METAL TARGET.
 TU1889
 TU1889                          STATION RECOVERY (1997)
 TU1889
 TU1889'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU1889'RECOVERED IN GOOD CONDITION.
 TU1889
 TU1889                          STATION RECOVERY (1998)
 TU1889
 TU1889'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU1889'RECOVERED IN GOOD CONDITION.
 TU1889
 TU1889                          STATION RECOVERY (2005)
 TU1889
 TU1889'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU1889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3454 ***********************************************************************
 TU3454  DESIGNATION -  WALHUNA AERO BEACON RED LIGHT
 TU3454  PID         -  TU3454
 TU3454  STATE/COUNTY-  HI/MAUI
 TU3454  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3454
 TU3454                         *CURRENT SURVEY CONTROL
 TU3454  ___________________________________________________________________
 TU3454* NAD 83(1993)-  21 09 22.72839(N)    157 07 44.26948(W)     ADJUSTED  
 TU3454* LOCAL TIDAL -                                                        
 TU3454  ___________________________________________________________________
 TU3454  EPOCH DATE  -        1993.62
 TU3454  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 TU3454  GEOID HEIGHT-          15.68  (meters)                     GEOID03
 TU3454
 TU3454  HORZ ORDER  -  THIRD
 TU3454
 TU3454.The horizontal coordinates were established by classical geodetic methods
 TU3454.and adjusted by the National Geodetic Survey in December 1998..
 TU3454.The horizontal coordinates are valid at the epoch date displayed above.
 TU3454.The epoch date for horizontal control is a decimal equivalence
 TU3454.of Year/Month/Day.
 TU3454
 TU3454
 TU3454.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3454
 TU3454.The geoid height was determined by GEOID03.
 TU3454
 TU3454;                    North         East     Units Scale Factor Converg.
 TU3454;SPC HI 2     -    91,182.081   451,986.221   MT  0.99999514   -0 10 00.7
 TU3454;UTM  04      - 2,340,592.582   694,277.112   MT  1.00006644   +0 40 31.8
 TU3454
 TU3454                          SUPERSEDED SURVEY CONTROL
 TU3454
 TU3454  NAD 83(1986)-  21 09 22.68538(N)    157 07 44.22231(W) AD(       ) 4
 TU3454  OLD HI      -  21 09 34.14500(N)    157 07 54.35900(W) AD(       ) 3
 TU3454
 TU3454.Superseded values are not recommended for survey control.
 TU3454.NGS no longer adjusts projects to the OLD HI datum.
 TU3454.See file dsdata.txt to determine how the superseded data were derived.
 TU3454
 TU3454_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9427740593(NAD 83)
 TU3454
 TU3454  HISTORY     - Date     Condition        Report By
 TU3454  HISTORY     - 1962     MONUMENTED       CGS
 TU3454
 TU3454                          STATION DESCRIPTION
 TU3454
 TU3454'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 TU3454'SEE STATION HAUAKEA 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1805 ***********************************************************************
 TU1805  DESIGNATION -  WALL
 TU1805  PID         -  TU1805
 TU1805  STATE/COUNTY-  HI/KAUAI
 TU1805  USGS QUAD   -  HANAPEPE (1996)
 TU1805
 TU1805                         *CURRENT SURVEY CONTROL
 TU1805  ___________________________________________________________________
 TU1805* NAD 83(1993)-  21 53 33.15901(N)    159 33 59.64159(W)     ADJUSTED  
 TU1805* LOCAL TIDAL -                                                        
 TU1805  ___________________________________________________________________
 TU1805  EPOCH DATE  -        1993.62
 TU1805  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 TU1805  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 TU1805
 TU1805  HORZ ORDER  -  THIRD
 TU1805
 TU1805.The horizontal coordinates were established by classical geodetic methods
 TU1805.and adjusted by the National Geodetic Survey in December 1998..
 TU1805.The horizontal coordinates are valid at the epoch date displayed above.
 TU1805.The epoch date for horizontal control is a decimal equivalence
 TU1805.of Year/Month/Day.
 TU1805
 TU1805
 TU1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1805
 TU1805.The geoid height was determined by GEOID03.
 TU1805
 TU1805;                    North         East     Units Scale Factor Converg.
 TU1805;SPC HI 4     -     6,557.747   493,121.038   MT  0.99999058   -0 01 29.4
 TU1805;UTM  04      - 2,421,041.079   441,473.816   MT  0.99964232   -0 12 40.5
 TU1805
 TU1805                          SUPERSEDED SURVEY CONTROL
 TU1805
 TU1805  NAD 83(1986)-  21 53 33.13338(N)    159 33 59.66242(W) AD(       ) 4
 TU1805  OLD HI      -  21 53 44.38000(N)    159 34 09.70000(W) AD(       ) 3
 TU1805
 TU1805.Superseded values are not recommended for survey control.
 TU1805.NGS no longer adjusts projects to the OLD HI datum.
 TU1805.See file dsdata.txt to determine how the superseded data were derived.
 TU1805
 TU1805_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4147421041(NAD 83)
 TU1805
 TU1805  HISTORY     - Date     Condition        Report By
 TU1805  HISTORY     - 1910     MONUMENTED       CGS
 TU1805  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1805
 TU1805                          STATION DESCRIPTION
 TU1805
 TU1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1805'ON SOUTH COAST OF KAUAI, ON A ROUNDING ROCKY POINT 2 MILES EAST OF
 TU1805'PORT ALLEN, 10 METERS BACK FROM AND 50 FEET ABOVE HIGH-WATER
 TU1805'MARK.  FLAG POLE WEDGED IN CRACK IN ROCKS.
 TU1805
 TU1805                          STATION RECOVERY (1965)
 TU1805
 TU1805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1805'STATION IS GONE.  IT WAS ONLY MARKED BY A POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1243 ***********************************************************************
 TU1243  DESIGNATION -  WAOLANI
 TU1243  PID         -  TU1243
 TU1243  STATE/COUNTY-  HI/HONOLULU
 TU1243  USGS QUAD   -  HONOLULU (1983)
 TU1243
 TU1243                         *CURRENT SURVEY CONTROL
 TU1243  ___________________________________________________________________
 TU1243* NAD 83(1993)-  21 20 53.46363(N)    157 50 20.46304(W)     ADJUSTED  
 TU1243* LOCAL TIDAL -       432.54   (meters)    1419.1    (feet)  LEVELING  
 TU1243  ___________________________________________________________________
 TU1243  EPOCH DATE  -        1993.62
 TU1243  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 TU1243  GEOID HEIGHT-          16.02  (meters)                     GEOID03
 TU1243
 TU1243  HORZ ORDER  -  FIRST
 TU1243  VERT ORDER  -  THIRD ?
 TU1243
 TU1243.The horizontal coordinates were established by classical geodetic methods
 TU1243.and adjusted by the National Geodetic Survey in December 1998..
 TU1243.The horizontal coordinates are valid at the epoch date displayed above.
 TU1243.The epoch date for horizontal control is a decimal equivalence
 TU1243.of Year/Month/Day.
 TU1243
 TU1243.The orthometric height was determined by differential leveling.
 TU1243.The vertical network tie was performed by a horz. field party for horz.
 TU1243.obs reductions. Reset procedures were used to establish the elevation.
 TU1243
 TU1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1243
 TU1243.The geoid height was determined by GEOID03.
 TU1243
 TU1243;                    North         East     Units Scale Factor Converg.
 TU1243;SPC HI 3     -    20,106.046   516,698.140   MT  0.99999344   +0 03 31.0
 TU1243;UTM  04      - 2,361,126.987   620,383.587   MT  0.99977908   +0 25 21.7
 TU1243
 TU1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1243!SPC HI 3     -   0.99992950  x   0.99999344  =   0.99992294
 TU1243!UTM  04      -   0.99992950  x   0.99977908  =   0.99970860
 TU1243
 TU1243|---------------------------------------------------------------------|
 TU1243| PID    Reference Object                     Distance      Geod. Az  |
 TU1243|                                                           dddmmss.s |
 TU1243| CJ9107 WAOLANI RM 1                          3.106 METERS 07719     |
 TU1243| TU1286 KAHAUIKI                            APPROX. 2.6 KM 2965851.5 |
 TU1243| CJ9108 WAOLANI RM 2                          2.622 METERS 34951     |
 TU1243|---------------------------------------------------------------------|
 TU1243
 TU1243                          SUPERSEDED SURVEY CONTROL
 TU1243
 TU1243  NAD 83(1986)-  21 20 53.41387(N)    157 50 20.47192(W) AD(       ) 1
 TU1243  OLD HI      -  21 21 04.81452(N)    157 50 30.35042(W) AD(       ) 1
 TU1243
 TU1243.Superseded values are not recommended for survey control.
 TU1243.NGS no longer adjusts projects to the OLD HI datum.
 TU1243.See file dsdata.txt to determine how the superseded data were derived.
 TU1243
 TU1243_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2038461127(NAD 83)
 TU1243
 TU1243  HISTORY     - Date     Condition        Report By
 TU1243  HISTORY     - 1927     MONUMENTED       HITS
 TU1243  HISTORY     - 1928     SEE DESCRIPTION  CGS
 TU1243  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1243  HISTORY     - 1969     SEE DESCRIPTION  CGS
 TU1243
 TU1243                          STATION DESCRIPTION
 TU1243
 TU1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1243'OLD MARK CONSISTING OF A 2-INCH PIPE SET IN A MASS OF CONCRETE
 TU1243'IMBEDDED IN GROUND WAS RECOVERED, BUT FOUND TO BE SOMEWHAT
 TU1243'LOSE.  IT WAS REPLACED BY A STANDARD BRONZE DISK (TERRITORY
 TU1243'SURVEY) SET IN CONCRETE IN A 5-INCH CAST IRON PIPE WHICH WAS
 TU1243'IMBEDDED IN THE GROUND.  A CONCRETE SHOULDER WAS PLACED AROUND
 TU1243'THE PIPE NEAR THE SURFACE.
 TU1243
 TU1243                          STATION RECOVERY (1963)
 TU1243
 TU1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1243'A TYPE C, HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED IN
 TU1243'GOOD CONDITION.  A PREVIOUS DESCRIPTION DESCRIBES THE STATION
 TU1243'MARK AS A HAWAIIAN TERRITORIAL SURVEY DISK SET IN CONCRETE IN A
 TU1243'5-INCH CAST-IRON PIPE, HOWEVER THIS COULD NOT BE CHECKED
 TU1243'BECAUSE OF THE SIGNAL.  TWO NEW REFERENCE MARKS, NUMBERS ONE AND
 TU1243'TWO, WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 TU1243'
 TU1243'STATION IS LOCATED ABOUT 3-1/4 MILES AIRLINE NORTH-NORTHEAST OF
 TU1243'THE FEDERAL BUILDING IN HONOLULU, ON A SMALL, PINE-COVERED KNOLL
 TU1243'OF ABOUT 1414 FEET ELEVATION ALONG THE CREST OF THE SECOND RIDGE
 TU1243'NORTHWEST FROM THE PALI HIGHWAY, 1/2 MILE NORTH OF THE CLUBHOUSE
 TU1243'OF THE OAHU COUNTRY CLUB AND 1/2 MILE NORTHEAST OF THE END OF
 TU1243'ALEWA DRIVE.
 TU1243'
 TU1243'TO REACH STATION FROM THE INTERSECTION OF BERETANIA STREET AND
 TU1243'NUUANU AVE. IN HONOLULU, GO NORTHEAST ON NUUANU AVE. FOR 1.5
 TU1243'MILES.  TURN LEFT AND GO 0.7 MILE ON WYLLIE STREET.  TURN LEFT
 TU1243'AND FOLLOW ALEWA DRIVE, WINDING UPGRADE, FOR 2.1 MILES TO END
 TU1243'OF STREET AT LOCKED GATE OF RESERVOIR, AND END OF TRUCK
 TU1243'TRAVEL.  PASS THROUGH YARD ON RIGHT SIDE OF STREET AND FOLLOW
 TU1243'TRAIL NORTHEAST ALONG WIRE-MESH FENCE AND THEN ALONG RIDGE, FOR
 TU1243'ABOUT 1/2 MILE TO STATION.
 TU1243'
 TU1243'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE THAT PROJECTS 2 FEET
 TU1243'ABOVE THE CENTER OF A 5-FOOT-SQUARE, CONCRETE PLATFORM THAT IS
 TU1243'FLUSH WITH THE GROUND.  A RED AND WHITE METAL TARGET, SET INTO
 TU1243'THE PIPE, EXTENDS 10 FEET ABOVE THE FLOOR.  STATION IS 16 FEET
 TU1243'EAST OF A 16-INCH PINE WITH A TRIANGLE BLAZE ON IT.
 TU1243'
 TU1243'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED WAOLANI NO
 TU1243'1 1927 1963, CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP ON THE
 TU1243'NORTHEAST EDGE OF STATION KNOLL.  IT IS AT THE POINT WHERE THE
 TU1243'BEDROCK LEDGE ANGLES FROM NORTH TO NORTHWEST AND IS 4 FEET LOWER
 TU1243'THAN STATION PLATFORM.
 TU1243'
 TU1243'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED WAOLANI NO 2
 TU1243'1927 1963, CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP ON NORTH
 TU1243'EDGE OF STATION KNOLL, AND AT THE TOP OF THE LEDGE, WHICH PROJECTS
 TU1243'ABOUT 4 FEET ABOVE GROUND AT THIS POINT.  IT IS ABOUT 4 FEET
 TU1243'LOWER THAN STATION PLATFORM.
 TU1243
 TU1243                          STATION RECOVERY (1969)
 TU1243
 TU1243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1243'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 TU1243'IN FAIR CONDITION.  WHEN THE STATION WAS OCCUPIED AT THIS TIME,
 TU1243'THE STATION WAS THE CENTER OF THE 2-1/2 INCH IRON PIPE WHICH IS
 TU1243'PART OF THE TYPE C HAWAII TERRITORIAL SURVEY SIGNAL.  SHORTLY
 TU1243'FOLLOWING THIS OCCUPATION, IT WAS REPORTED BY THE HAWAII STATE
 TU1243'SURVEY OFFICE, THAT THEY HAD REMOVED THE 2-1/2 INCH IRON PIPE
 TU1243'AND HAD SET A STANDARD SURVEY DISK IN CONCRETE ABOUT 6 INCHES
 TU1243'BELOW THE SURFACE OF THE CONCRETE PAD.  THE DISK IS REPORTEDLY
 TU1243'STAMPED WAOLANI 1927 1969.  DUE TO THE REFERENCE MARKS BEING
 TU1243'TO CLOSE TO FOCUS UPON, A CHECK WAS NOT OBTAINED IN THE
 TU1243'DIRECTION TO THE MARKS.  A DIFFERENCE WAS ALSO NOTED IN THE
 TU1243'DISTANCE TO BOTH OF THE REFERENCE MARKS.  THE TO REACH TO THE
 TU1243'STATION IS ADEQUATE.
 TU1243'
 TU1243'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1243'2 MILES NORTHEAST OF HONOLULU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1842 ***********************************************************************
 TU1842  DESIGNATION -  WAR
 TU1842  PID         -  TU1842
 TU1842  STATE/COUNTY-  HI/KAUAI
 TU1842  USGS QUAD   -  KEKAHA (1983)
 TU1842
 TU1842                         *CURRENT SURVEY CONTROL
 TU1842  ___________________________________________________________________
 TU1842* NAD 83(1993)-  21 57 12.84043(N)    159 40 14.06944(W)     ADJUSTED  
 TU1842* LOCAL TIDAL -                                                        
 TU1842  ___________________________________________________________________
 TU1842  EPOCH DATE  -        1993.62
 TU1842  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 TU1842  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU1842
 TU1842  HORZ ORDER  -  THIRD
 TU1842
 TU1842.The horizontal coordinates were established by classical geodetic methods
 TU1842.and adjusted by the National Geodetic Survey in December 1998..
 TU1842.The horizontal coordinates are valid at the epoch date displayed above.
 TU1842.The epoch date for horizontal control is a decimal equivalence
 TU1842.of Year/Month/Day.
 TU1842
 TU1842
 TU1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1842
 TU1842.The geoid height was determined by GEOID03.
 TU1842
 TU1842;                    North         East     Units Scale Factor Converg.
 TU1842;SPC HI 4     -    13,322.983   482,380.504   MT  0.99999383   -0 03 49.6
 TU1842;UTM  04      - 2,427,838.953   430,759.041   MT  0.99965924   -0 15 02.5
 TU1842
 TU1842                          SUPERSEDED SURVEY CONTROL
 TU1842
 TU1842  NAD 83(1986)-  21 57 12.80588(N)    159 40 14.08879(W) AD(       ) 4
 TU1842  OLD HI      -  21 57 24.07700(N)    159 40 24.14000(W) AD(       ) 3
 TU1842
 TU1842.Superseded values are not recommended for survey control.
 TU1842.NGS no longer adjusts projects to the OLD HI datum.
 TU1842.See file dsdata.txt to determine how the superseded data were derived.
 TU1842
 TU1842_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3075927839(NAD 83)
 TU1842
 TU1842  HISTORY     - Date     Condition        Report By
 TU1842  HISTORY     - 1910     MONUMENTED       CGS
 TU1842  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1842
 TU1842                          STATION DESCRIPTION
 TU1842
 TU1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1842'ON SOUTH COAST OF KAUAI, THE MAKAI (SEAWARD) GABLE OF THE WAIMEA
 TU1842'WHARF.
 TU1842
 TU1842                          STATION RECOVERY (1965)
 TU1842
 TU1842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1842'THE OLD WAIMEA WHARF IS STILL STANDING, BUT THE SHED HAS BEEN
 TU1842'REMOVED FROM IT SO STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1972 ***********************************************************************
 TU1972  DESIGNATION -  WARE
 TU1972  PID         -  TU1972
 TU1972  STATE/COUNTY-  HI/KAUAI
 TU1972  USGS QUAD   -  HANALEI (1996)
 TU1972
 TU1972                         *CURRENT SURVEY CONTROL
 TU1972  ___________________________________________________________________
 TU1972* NAD 83(1993)-  22 12 47.52227(N)    159 29 46.11394(W)     ADJUSTED  
 TU1972* LOCAL TIDAL -                                                        
 TU1972  ___________________________________________________________________
 TU1972  EPOCH DATE  -        1993.62
 TU1972  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 TU1972  GEOID HEIGHT-          15.66  (meters)                     GEOID03
 TU1972
 TU1972  HORZ ORDER  -  THIRD
 TU1972
 TU1972.The horizontal coordinates were established by classical geodetic methods
 TU1972.and adjusted by the National Geodetic Survey in December 1998..
 TU1972.The horizontal coordinates are valid at the epoch date displayed above.
 TU1972.The epoch date for horizontal control is a decimal equivalence
 TU1972.of Year/Month/Day.
 TU1972
 TU1972
 TU1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1972
 TU1972.The geoid height was determined by GEOID03.
 TU1972
 TU1972;                    North         East     Units Scale Factor Converg.
 TU1972;SPC HI 4     -    42,062.514   500,397.705   MT  0.99999000   +0 00 05.2
 TU1972;UTM  04      - 2,456,509.289   448,864.168   MT  0.99963231   -0 11 15.3
 TU1972
 TU1972                          SUPERSEDED SURVEY CONTROL
 TU1972
 TU1972  NAD 83(1986)-  22 12 47.47967(N)    159 29 46.16388(W) AD(       ) 4
 TU1972  OLD HI      -  22 12 58.83000(N)    159 29 56.25000(W) AD(       ) 3
 TU1972
 TU1972.Superseded values are not recommended for survey control.
 TU1972.NGS no longer adjusts projects to the OLD HI datum.
 TU1972.See file dsdata.txt to determine how the superseded data were derived.
 TU1972
 TU1972_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4886456509(NAD 83)
 TU1972
 TU1972  HISTORY     - Date     Condition        Report By
 TU1972  HISTORY     - 1910     MONUMENTED       CGS
 TU1972  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1972
 TU1972                          STATION DESCRIPTION
 TU1972
 TU1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1972'ON THE NORTH COAST OF KAUAI, A WHITEWASHED SQUARE WAREHOUSE
 TU1972'AT THE LANDING AT HANALEI.
 TU1972
 TU1972                          STATION RECOVERY (1965)
 TU1972
 TU1972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1972'STATION IS GONE.  THE HANALEI PIER IS NO LONGER IN USE AND THE
 TU1972'OLD WAREHOUSE IS REMOVED.  THE POINT WHERE IT SAT IS NOW
 TU1972'OVERGROWN WITH BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1568 ***********************************************************************
 TU1568  DESIGNATION -  WART
 TU1568  PID         -  TU1568
 TU1568  STATE/COUNTY-  HI/HONOLULU
 TU1568  USGS QUAD   -  KAENA (1983)
 TU1568
 TU1568                         *CURRENT SURVEY CONTROL
 TU1568  ___________________________________________________________________
 TU1568* NAD 83(1993)-  21 34 30.41971(N)    158 14 18.31780(W)     ADJUSTED  
 TU1568* LOCAL TIDAL -                                                        
 TU1568  ___________________________________________________________________
 TU1568  EPOCH DATE  -        1993.62
 TU1568  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 TU1568  GEOID HEIGHT-          14.66  (meters)                     GEOID03
 TU1568
 TU1568  HORZ ORDER  -  THIRD
 TU1568
 TU1568.The horizontal coordinates were established by classical geodetic methods
 TU1568.and adjusted by the National Geodetic Survey in December 1998..
 TU1568.The horizontal coordinates are valid at the epoch date displayed above.
 TU1568.The epoch date for horizontal control is a decimal equivalence
 TU1568.of Year/Month/Day.
 TU1568
 TU1568
 TU1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1568
 TU1568.The geoid height was determined by GEOID03.
 TU1568
 TU1568;                    North         East     Units Scale Factor Converg.
 TU1568;SPC HI 3     -    45,242.785   475,307.603   MT  0.99999753   -0 05 15.6
 TU1568;UTM  04      - 2,385,992.226   578,844.482   MT  0.99967681   +0 16 48.2
 TU1568
 TU1568                          SUPERSEDED SURVEY CONTROL
 TU1568
 TU1568  NAD 83(1986)-  21 34 30.36966(N)    158 14 18.33027(W) AD(       ) 4
 TU1568  OLD HI      -  21 34 41.75700(N)    158 14 28.27100(W) AD(       ) 3
 TU1568
 TU1568.Superseded values are not recommended for survey control.
 TU1568.NGS no longer adjusts projects to the OLD HI datum.
 TU1568.See file dsdata.txt to determine how the superseded data were derived.
 TU1568
 TU1568_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7884485992(NAD 83)
 TU1568
 TU1568  HISTORY     - Date     Condition        Report By
 TU1568  HISTORY     - UNK      MONUMENTED
 TU1568  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1568
 TU1568                          STATION DESCRIPTION
 TU1568
 TU1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1568'STATION WAS IDENTIFIED BY AN ANGLE CHECK AT HIKE 1932 AND FOUND
 TU1568'IN GOOD CONDITION.  IT IS A PROMINENT ROCK FORMATION, ABOUT 10
 TU1568'OR 15 FEET HIGH AND SHAPED LIKE THE TOP PART OF A BELL, WITH A
 TU1568'SLIGHT NIPPLE TOPPING THE MAIN FORMATION.  MOST EASILY IDENTIFIED
 TU1568'FROM THE VICINITY OF CAMP ERDMAN, OR ELSE FROM ABOUT A MILE WEST
 TU1568'ALONG STATE HIGHWAY 99 BEYOND STATION.
 TU1568'
 TU1568'LOCATED ABOUT 2-3/4 MILES EAST OF KAENA POINT AND 1 MILE WEST OF
 TU1568'CAMP ERDMAN, AT ABOUT 800 FEET ELEVATION, ON A PROJECTION BELOW
 TU1568'TOP OF PALI.
 TU1568'
 TU1568'(NOTE--SEEN FROM THE GATE AT CAMP ERDMAN, STATION IS ON THE SECOND
 TU1568'STEP OF THE SKYLINE PROFILE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3200 ***********************************************************************
 TU3200  DESIGNATION -  WASH
 TU3200  PID         -  TU3200
 TU3200  STATE/COUNTY-  HI/MAUI
 TU3200  USGS QUAD   -  
 TU3200
 TU3200                         *CURRENT SURVEY CONTROL
 TU3200  ___________________________________________________________________
 TU3200* NAD 83(1993)-  20 47 21.53428(N)    156 49 05.16642(W)     ADJUSTED  
 TU3200* LOCAL TIDAL -                                                        
 TU3200  ___________________________________________________________________
 TU3200  EPOCH DATE  -        1993.62
 TU3200  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 TU3200  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU3200
 TU3200  HORZ ORDER  -  THIRD
 TU3200
 TU3200.The horizontal coordinates were established by classical geodetic methods
 TU3200.and adjusted by the National Geodetic Survey in December 1998..
 TU3200.The horizontal coordinates are valid at the epoch date displayed above.
 TU3200.The epoch date for horizontal control is a decimal equivalence
 TU3200.of Year/Month/Day.
 TU3200
 TU3200
 TU3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3200
 TU3200.The geoid height was determined by GEOID03.
 TU3200
 TU3200;                    North         East     Units Scale Factor Converg.
 TU3200;SPC HI 2     -    50,488.081   484,233.754   MT  0.99996974   -0 03 13.5
 TU3200;UTM  04      - 2,300,366.276   727,120.120   MT  1.00023753   +0 46 29.1
 TU3200
 TU3200                          SUPERSEDED SURVEY CONTROL
 TU3200
 TU3200  NAD 83(1986)-  20 47 21.50299(N)    156 49 05.13239(W) AD(       ) 4
 TU3200  OLD HI      -  20 47 32.91400(N)    156 49 15.17000(W) AD(       ) 3
 TU3200
 TU3200.Superseded values are not recommended for survey control.
 TU3200.NGS no longer adjusts projects to the OLD HI datum.
 TU3200.See file dsdata.txt to determine how the superseded data were derived.
 TU3200
 TU3200_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2712000366(NAD 83)
 TU3200
 TU3200  HISTORY     - Date     Condition        Report By
 TU3200  HISTORY     - UNK      MONUMENTED
 TU3200  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3200
 TU3200                          STATION DESCRIPTION
 TU3200
 TU3200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3200'THE LOCATION OF THIS STATION WAS ON A BOULDER-COVERED POINT
 TU3200'ALONG THE SOUTHEAST SHORE OF THE ISLAND AND IS BELIEVED TO
 TU3200'HAVE BEEN A CAIRN.  STATION IS PRESUMED TO BE LOST, AS NO
 TU3200'SEMBLANCE OF A CAIRN COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2971 ***********************************************************************
 TU2971  DESIGNATION -  WASTE
 TU2971  PID         -  TU2971
 TU2971  STATE/COUNTY-  HI/MAUI
 TU2971  USGS QUAD   -  PAIA (1997)
 TU2971
 TU2971                         *CURRENT SURVEY CONTROL
 TU2971  ___________________________________________________________________
 TU2971* NAD 83(1993)-  20 50 46.14449(N)    156 25 30.72378(W)     ADJUSTED  
 TU2971* LOCAL TIDAL -       102.8    (meters)     337.     (feet)  VERT ANG  
 TU2971  ___________________________________________________________________
 TU2971  EPOCH DATE  -        1993.62
 TU2971  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 TU2971  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU2971
 TU2971  HORZ ORDER  -  FIRST
 TU2971
 TU2971.The horizontal coordinates were established by classical geodetic methods
 TU2971.and adjusted by the National Geodetic Survey in December 1998..
 TU2971.The horizontal coordinates are valid at the epoch date displayed above.
 TU2971.The epoch date for horizontal control is a decimal equivalence
 TU2971.of Year/Month/Day.
 TU2971
 TU2971.The orthometric height was determined by vertical angle observations.
 TU2971
 TU2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2971
 TU2971.The geoid height was determined by GEOID03.
 TU2971
 TU2971;                    North         East     Units Scale Factor Converg.
 TU2971;SPC HI 2     -    56,791.918   525,130.131   MT  0.99997447   +0 05 09.3
 TU2971;UTM  04      - 2,307,264.340   767,936.853   MT  1.00048729   +0 55 00.5
 TU2971
 TU2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2971!SPC HI 2     -   0.99998131  x   0.99997447  =   0.99995578
 TU2971!UTM  04      -   0.99998131  x   1.00048729  =   1.00046859
 TU2971
 TU2971|---------------------------------------------------------------------|
 TU2971| PID    Reference Object                     Distance      Geod. Az  |
 TU2971|                                                           dddmmss.s |
 TU2971| CN6238 WASTE RM 1                           14.195 METERS 09201     |
 TU2971| CN6239 WASTE RM 2                           24.490 METERS 26726     |
 TU2971|---------------------------------------------------------------------|
 TU2971
 TU2971                          SUPERSEDED SURVEY CONTROL
 TU2971
 TU2971  NAD 83(1986)-  20 50 46.10543(N)    156 25 30.71327(W) AD(       ) 1
 TU2971  OLD HI      -  20 50 57.64500(N)    156 25 40.86100(W) AD(       ) 1
 TU2971
 TU2971.Superseded values are not recommended for survey control.
 TU2971.NGS no longer adjusts projects to the OLD HI datum.
 TU2971.See file dsdata.txt to determine how the superseded data were derived.
 TU2971
 TU2971_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6793707264(NAD 83)
 TU2971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU2971_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU2971
 TU2971  HISTORY     - Date     Condition        Report By
 TU2971  HISTORY     - 1950     MONUMENTED       CGS
 TU2971  HISTORY     - 1954     SEE DESCRIPTION  USGS
 TU2971  HISTORY     - 1968     SEE DESCRIPTION  CGS
 TU2971
 TU2971                          STATION DESCRIPTION
 TU2971
 TU2971'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (CTH)
 TU2971'LOCATED ABOUT THE CENTER OF WAILUKU PENINSULA, IN THE WAILUKU
 TU2971'DISTRICT, ABOUT 5 MILES, AIRLINE, SOUTHWEST OF PAIA AND ABOUT
 TU2971'2.5 MILES SOUTHEAST OF PUUNENE, AND ABOUT 0.2 MILES NORTH OF A
 TU2971'GRADED ROAD, ON A LOW OPEN RISE SURROUNDED BY CANE FIELDS, WITH
 TU2971'A ROW OF TREES ALONG THE WEST EDGE.
 TU2971'
 TU2971'STATION IS ABOUT 30 FEET EAST OF A TRACK ROAD THAT RUNS THROUGH
 TU2971'THE CENTER OF THE CLEARING.  A STANDARD DISK SET IN THE CENTER
 TU2971'OF AN 8 INCH TILE PROJECTING 10 INCHES ABOVE THE GROUND.  STAMPED
 TU2971'WASTE 1949.
 TU2971'
 TU2971'REFERENCE MARK NO.1 IS EAST OF THE STATION.  A STANDARD DISK
 TU2971'CEMENTED IN A BURIED BOULDER THAT PROJECTS ABOUT 4 INCHES.  STAMPED
 TU2971'WASTE NO 1 1949.
 TU2971'
 TU2971'REFERENCE MARK NO.2 IS WEST OF THE STATION.  A STANDARD DISK
 TU2971'CEMENTED IN A BURIED BOULDER THAT PROJECTS ABOUT 15 INCHES ABOVE
 TU2971'THE GROUND.  STAMPED WASTE NO 2 1949.
 TU2971'
 TU2971'TO REACH FROM THE PUUNENE MEAT MARKET--GO SOUTHEASTERLY ON PAVED
 TU2971'ROAD TOWARD AIRPORT FOR 1.7 MILES, TURN LEFT AT CEMENT BLOCK PLANT
 TU2971'AND GO EASTERLY ON GRADED ROAD FOR 2.2 MILES TO CROSS
 TU2971'ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.5 MILES THEN TURN LEFT AT
 TU2971'WEST EDGE OF CANE FIELD AND FOLLOW TRACK ROAD NORTH WESTERLY FOR
 TU2971'0.2 MILES TO STATION ON RIGHT.
 TU2971'
 TU2971'NOTE--THE STATION MARK WAS PROBABLY SET IN 1912 BUT NO RECORD
 TU2971'OF IT CAN BE FOUND.
 TU2971
 TU2971                          STATION RECOVERY (1954)
 TU2971
 TU2971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 TU2971'R.M. 2 HAS BEEN DESTROYED BY HC AND S PLANTATION.
 TU2971
 TU2971                          STATION RECOVERY (1968)
 TU2971
 TU2971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RCM)
 TU2971'STATION HAS BEEN DESTROYED BY DEVELOPMENT OF THE LAND FOR CANE
 TU2971'GROWING.
 TU2971'
 TU2971'A POINT WAS ESTABLISHED IN THE VICINITY BY TRIANGULATION AND
 TU2971'THE LOCATION OF THE STATION DETERMINED BY INVERSE FROM
 TU2971'THIS.  CONSIDERABLE DIGGING WAS THEN DONE, BUT NONE OF THE MARKS
 TU2971'WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1581 ***********************************************************************
 TU1581  DESIGNATION -  WATER
 TU1581  PID         -  TU1581
 TU1581  STATE/COUNTY-  HI/HONOLULU
 TU1581  USGS QUAD   -  KAENA (1983)
 TU1581
 TU1581                         *CURRENT SURVEY CONTROL
 TU1581  ___________________________________________________________________
 TU1581* NAD 83(1993)-  21 33 37.05751(N)    158 14 10.42244(W)     ADJUSTED  
 TU1581* LOCAL TIDAL -       440.     (meters)    1444.     (feet)  SCALED    
 TU1581  ___________________________________________________________________
 TU1581  EPOCH DATE  -        1993.62
 TU1581  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 TU1581  GEOID HEIGHT-          14.79  (meters)                     GEOID03
 TU1581
 TU1581  HORZ ORDER  -  SECOND
 TU1581
 TU1581.The horizontal coordinates were established by classical geodetic methods
 TU1581.and adjusted by the National Geodetic Survey in December 1998..
 TU1581.The horizontal coordinates are valid at the epoch date displayed above.
 TU1581.The epoch date for horizontal control is a decimal equivalence
 TU1581.of Year/Month/Day.
 TU1581
 TU1581.The orthometric height was scaled from a topographic map.
 TU1581
 TU1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1581
 TU1581.The geoid height was determined by GEOID03.
 TU1581
 TU1581;                    North         East     Units Scale Factor Converg.
 TU1581;SPC HI 3     -    43,601.194   475,532.253   MT  0.99999739   -0 05 12.5
 TU1581;UTM  04      - 2,384,352.636   579,079.585   MT  0.99967727   +0 16 50.5
 TU1581
 TU1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1581!SPC HI 3     -   0.99992853  x   0.99999739  =   0.99992592
 TU1581!UTM  04      -   0.99992853  x   0.99967727  =   0.99960582
 TU1581
 TU1581|---------------------------------------------------------------------|
 TU1581| PID    Reference Object                     Distance      Geod. Az  |
 TU1581|                                                           dddmmss.s |
 TU1581| TU1587 GLO                                 247.044 METERS 28626     |
 TU1581| TU1576 CACTUS                              APPROX. 1.0 KM 2910431.6 |
 TU1581| TU1584 ANGLE ECC 1960                      APPROX. 0.6 KM 3204544.0 |
 TU1581| TU1583 BORE                                APPROX. 0.5 KM 3315741.3 |
 TU1581|---------------------------------------------------------------------|
 TU1581
 TU1581                          SUPERSEDED SURVEY CONTROL
 TU1581
 TU1581  NAD 83(1986)-  21 33 37.00630(N)    158 14 10.43412(W) AD(       ) 2
 TU1581
 TU1581.Superseded values are not recommended for survey control.
 TU1581.NGS no longer adjusts projects to the OLD HI datum.
 TU1581.See file dsdata.txt to determine how the superseded data were derived.
 TU1581
 TU1581_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7908084353(NAD 83)
 TU1581_MARKER: DS = TRIANGULATION STATION DISK
 TU1581_SETTING: 0 = UNSPECIFIED SETTING
 TU1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU1581
 TU1581  HISTORY     - Date     Condition        Report By
 TU1581  HISTORY     - 1965     MONUMENTED       CGS
 TU1581
 TU1581                          STATION DESCRIPTION
 TU1581
 TU1581'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1581'STATION IS LOCATED ON NORTHWEST CORNER OF OAHU, AT THE KAENA POINT
 TU1581'TRACKING STATION, ABOUT 900 FEET EAST OF THE HEADQUARTERS BUILDING,
 TU1581'ON HILLSIDE, AT WEST SIDE OF SILVER WATER TANK.
 TU1581'
 TU1581'TO REACH STATION FROM THE GUARD GATE AT ENTRANCE TO THE PREMISES, GO
 TU1581'EAST 0.2 MILE.  TAKE LEFT FORK AND GO 0.3 MILE.  TAKE SIDE ROAD
 TU1581'SHARP RIGHT AND GO UP STEEP MACADAM ROAD FOR 0.15 MILE TO WATER TANK
 TU1581'AND STATION.
 TU1581'
 TU1581'STATION MARK IS A STANDARD DISK STAMPED--WATER 1965, CEMENTED IN A
 TU1581'DRILL HOLE IN A CONCRETE CURBING BY THE WATER TANK DRAIN COCK.  IT
 TU1581'IS 2-1/2 FEET WEST OF THE DRAIN COCK, 8 FEET WEST OF EDGE OF TANK
 TU1581'AND 2 FEET NORTHEAST OF A 7-INCH CASING PIPE THAT PROJECTS 1 FOOT
 TU1581'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2642 ***********************************************************************
 TU2642  DESIGNATION -  WATER
 TU2642  PID         -  TU2642
 TU2642  STATE/COUNTY-  HI/HAWAII
 TU2642  USGS QUAD   -  KUKAIAU (1982)
 TU2642
 TU2642                         *CURRENT SURVEY CONTROL
 TU2642  ___________________________________________________________________
 TU2642* NAD 83(1993)-  20 01 15.71272(N)    155 21 29.85605(W)     ADJUSTED  
 TU2642* LOCAL TIDAL -                                                        
 TU2642  ___________________________________________________________________
 TU2642  EPOCH DATE  -        1993.62
 TU2642  LAPLACE CORR-         -14.31  (seconds)                    DEFLEC99
 TU2642  GEOID HEIGHT-          20.23  (meters)                     GEOID03
 TU2642
 TU2642  HORZ ORDER  -  THIRD
 TU2642
 TU2642.The horizontal coordinates were established by classical geodetic methods
 TU2642.and adjusted by the National Geodetic Survey in December 1998..
 TU2642.The horizontal coordinates are valid at the epoch date displayed above.
 TU2642.The epoch date for horizontal control is a decimal equivalence
 TU2642.of Year/Month/Day.
 TU2642
 TU2642
 TU2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2642
 TU2642.The geoid height was determined by GEOID03.
 TU2642
 TU2642;                    North         East     Units Scale Factor Converg.
 TU2642;SPC HI 1     -   131,476.802   514,826.735   MT  0.99996938   +0 02 54.7
 TU2642;UTM  05      - 2,215,547.615   253,289.271   MT  1.00035235   -0 48 28.1
 TU2642
 TU2642                          SUPERSEDED SURVEY CONTROL
 TU2642
 TU2642  NAD 83(1986)-  20 01 15.69741(N)    155 21 29.85297(W) AD(       ) 4
 TU2642  OLD HI      -  20 01 26.71700(N)    155 21 39.85000(W) AD(       ) 3
 TU2642
 TU2642.Superseded values are not recommended for survey control.
 TU2642.NGS no longer adjusts projects to the OLD HI datum.
 TU2642.See file dsdata.txt to determine how the superseded data were derived.
 TU2642
 TU2642_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC5328915548(NAD 83)
 TU2642
 TU2642  HISTORY     - Date     Condition        Report By
 TU2642  HISTORY     - 1913     MONUMENTED       CGS
 TU2642  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2642
 TU2642                          STATION DESCRIPTION
 TU2642
 TU2642'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2642'NEAR NORTHEASTERN COAST OF HAWAII, IN EASTERN PART OF HAMAKUA
 TU2642'DISTRICT, ON THE SAME HOGBACK (DOUBLE) AS KOHOLALELE
 TU2642'TRIANGULATION STATION (SEE ITS DESCRIPTION), BETWEEN PAAUILO
 TU2642'AND KUKAIAU POST OFFICES.  STATION IS CENTER OF LARGE UNPAINTED
 TU2642'OCTAGONAL WATER TANK, WITH 8-SIDED PYRAMIDAL ROOF OF
 TU2642'GALVANIZED IRON.  IT STANDS AT SEAWARD END OF THE WESTERN HALF
 TU2642'OF THE DOUBLE HOGBACK, AND IS PARTLY SURROUNDED BY BUSHES.
 TU2642
 TU2642                          STATION RECOVERY (1966)
 TU2642
 TU2642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2642'STATION IS GONE, TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3223 ***********************************************************************
 TU3223  DESIGNATION -  WATER TANK
 TU3223  PID         -  TU3223
 TU3223  STATE/COUNTY-  HI/MAUI
 TU3223  USGS QUAD   -  
 TU3223
 TU3223                         *CURRENT SURVEY CONTROL
 TU3223  ___________________________________________________________________
 TU3223* NAD 83(1993)-  20 47 51.00992(N)    156 56 28.61979(W)     ADJUSTED  
 TU3223* LOCAL TIDAL -                                                        
 TU3223  ___________________________________________________________________
 TU3223  EPOCH DATE  -        1993.62
 TU3223  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 TU3223  GEOID HEIGHT-          16.08  (meters)                     GEOID03
 TU3223
 TU3223  HORZ ORDER  -  THIRD
 TU3223
 TU3223.The horizontal coordinates were established by classical geodetic methods
 TU3223.and adjusted by the National Geodetic Survey in December 1998..
 TU3223.The horizontal coordinates are valid at the epoch date displayed above.
 TU3223.The epoch date for horizontal control is a decimal equivalence
 TU3223.of Year/Month/Day.
 TU3223
 TU3223
 TU3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3223
 TU3223.The geoid height was determined by GEOID03.
 TU3223
 TU3223;                    North         East     Units Scale Factor Converg.
 TU3223;SPC HI 2     -    51,411.476   471,410.540   MT  0.99997676   -0 05 51.0
 TU3223;UTM  04      - 2,301,104.295   714,281.951   MT  1.00016748   +0 43 52.5
 TU3223
 TU3223                          SUPERSEDED SURVEY CONTROL
 TU3223
 TU3223  NAD 83(1986)-  20 47 50.96609(N)    156 56 28.58111(W) AD(       ) 4
 TU3223  OLD HI      -  20 48 02.35000(N)    156 56 38.68000(W) AD(       ) 3
 TU3223
 TU3223.Superseded values are not recommended for survey control.
 TU3223.NGS no longer adjusts projects to the OLD HI datum.
 TU3223.See file dsdata.txt to determine how the superseded data were derived.
 TU3223
 TU3223_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1428201104(NAD 83)
 TU3223
 TU3223  HISTORY     - Date     Condition        Report By
 TU3223  HISTORY     - UNK      MONUMENTED
 TU3223  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3223
 TU3223                          STATION DESCRIPTION
 TU3223
 TU3223'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3223'STATION IS GONE.  IT WAS LOCATED ABOUT 2-1/2 MILES SOUTHWEST
 TU3223'OF LANAI CITY, IN AN AREA THAT IS NOW ENTIRELY IN PINEAPPLE
 TU3223'PRODUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2632 ***********************************************************************
 TU2632  DESIGNATION -  WAWA 1972
 TU2632  PID         -  TU2632
 TU2632  STATE/COUNTY-  HI/HAWAII
 TU2632  USGS QUAD   -  KEAHOLE POINT (1996)
 TU2632
 TU2632                         *CURRENT SURVEY CONTROL
 TU2632  ___________________________________________________________________
 TU2632* NAD 83(1993)-  19 43 01.27692(N)    156 02 59.12928(W)     ADJUSTED  
 TU2632* LOCAL TIDAL -         1.     (meters)       3.     (feet)  SCALED    
 TU2632  ___________________________________________________________________
 TU2632  EPOCH DATE  -        1993.62
 TU2632  LAPLACE CORR-          23.11  (seconds)                    DEFLEC99
 TU2632  GEOID HEIGHT-          17.53  (meters)                     GEOID03
 TU2632
 TU2632  HORZ ORDER  -  THIRD
 TU2632
 TU2632.The horizontal coordinates were established by classical geodetic methods
 TU2632.and adjusted by the National Geodetic Survey in December 1998..
 TU2632.The horizontal coordinates are valid at the epoch date displayed above.
 TU2632.The epoch date for horizontal control is a decimal equivalence
 TU2632.of Year/Month/Day.
 TU2632
 TU2632.The orthometric height was scaled from a topographic map.
 TU2632
 TU2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2632
 TU2632.The geoid height was determined by GEOID03.
 TU2632
 TU2632;                    North         East     Units Scale Factor Converg.
 TU2632;SPC HI 1     -    97,910.219   442,368.540   MT  1.00000770   -0 11 07.7
 TU2632;UTM  04      - 2,182,855.318   809,264.728   MT  1.00078238   +0 59 46.1
 TU2632;UTM  05      - 2,183,039.902   180,295.750   MT  1.00086357   -1 01 47.2
 TU2632
 TU2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2632!SPC HI 1     -   0.99999709  x   1.00000770  =   1.00000479
 TU2632!UTM  04      -   0.99999709  x   1.00078238  =   1.00077947
 TU2632!UTM  05      -   0.99999709  x   1.00086357  =   1.00086065
 TU2632
 TU2632                          SUPERSEDED SURVEY CONTROL
 TU2632
 TU2632  NAD 83(1986)-  19 43 01.27721(N)    156 02 59.15620(W) AD(       ) 3
 TU2632  OLD HI      -  19 43 12.20775(N)    156 03 09.18038(W) AD(       ) 3
 TU2632
 TU2632.Superseded values are not recommended for survey control.
 TU2632.NGS no longer adjusts projects to the OLD HI datum.
 TU2632.See file dsdata.txt to determine how the superseded data were derived.
 TU2632
 TU2632_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QHG0926582855(NAD 83)
 TU2632_MARKER: Z = SEE DESCRIPTION
 TU2632_SETTING: 0 = UNSPECIFIED SETTING
 TU2632
 TU2632  HISTORY     - Date     Condition        Report By
 TU2632  HISTORY     - 1972     MONUMENTED       NGS
 TU2632
 TU2632                          STATION DESCRIPTION
 TU2632
 TU2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (GEH)
 TU2632'STATION IS LOCATED ON WESTERN SHORE OF HAWAII ISLAND, ABOUT 6.5
 TU2632'MILES NORTHWEST OF KAILUA, 1.3 MILES SOUTHWEST OF NEW KONA
 TU2632'AIRPORT BEACON.
 TU2632'
 TU2632'TO REACH STATION DRIVE EASTWARD ON STATE HIGHWAY 19 FROM KAILUA
 TU2632'TO NEW KONA AIRPORT ROAD AND TURN LEFT.  DRIVE 5.8 MILES
 TU2632'NORTHWEST ALONG NEW KONA AIRPORT ROAD TO JEEP TRAIL HEADING OFF
 TU2632'TO THE LEFT TOWARDS THE SEA.  FOLLOW JEEP TRAIL 1.2 MILES TO
 TU2632'BEACH, THENCE TURN RIGHT AND NORTH AND FOLLOW JEEP TRAIL ANOTHER
 TU2632'100 YARDS TO A RECTANGULAR PILE OF ROCKS ABOUT 5 FEET HIGH
 TU2632'ON THE RIGHT SIDE OF THE JEEP TRAIL.  STATION IS ABOUT 200 FEET
 TU2632'NNE OF THE ROCK PILE ON THE SEAWARD END OF A GRASSY LAVA MOUND
 TU2632'10 FEET HIGHER THAN SURROUNDING LAVA FLOW.
 TU2632'
 TU2632'STATION IS A STANDARD DISK STAMPED WAWA 1972 SET IN LAVA
 TU2632'ROCK.  REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED NO. 1
 TU2632'1972 SET IN LAVA ROCK.  REFERENCE MARK NUMBER 2 IS A STANDARD
 TU2632'DISK STAMPED NO. 2 1972 SET IN LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3216 ***********************************************************************
 TU3216  DESIGNATION -  WAWAEKU
 TU3216  PID         -  TU3216
 TU3216  STATE/COUNTY-  HI/MAUI
 TU3216  USGS QUAD   -  
 TU3216
 TU3216                         *CURRENT SURVEY CONTROL
 TU3216  ___________________________________________________________________
 TU3216* NAD 83(1993)-  20 51 42.33898(N)    156 52 48.75421(W)     ADJUSTED  
 TU3216* LOCAL TIDAL -       374.2    (meters)    1228.     (feet)  VERT ANG  
 TU3216  ___________________________________________________________________
 TU3216  EPOCH DATE  -        1993.62
 TU3216  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 TU3216  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU3216
 TU3216  HORZ ORDER  -  SECOND
 TU3216
 TU3216.The horizontal coordinates were established by classical geodetic methods
 TU3216.and adjusted by the National Geodetic Survey in December 1998..
 TU3216.The horizontal coordinates are valid at the epoch date displayed above.
 TU3216.The epoch date for horizontal control is a decimal equivalence
 TU3216.of Year/Month/Day.
 TU3216
 TU3216.The orthometric height was determined by vertical angle observations.
 TU3216
 TU3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3216
 TU3216.The geoid height was determined by GEOID03.
 TU3216
 TU3216;                    North         East     Units Scale Factor Converg.
 TU3216;SPC HI 2     -    58,515.980   477,778.190   MT  0.99997277   -0 04 33.8
 TU3216;UTM  04      - 2,308,301.802   720,547.331   MT  1.00020115   +0 45 18.7
 TU3216
 TU3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3216!SPC HI 2     -   0.99993862  x   0.99997277  =   0.99991140
 TU3216!UTM  04      -   0.99993862  x   1.00020115  =   1.00013976
 TU3216
 TU3216:                Primary Azimuth Mark                     Grid Az
 TU3216:SPC HI 2     -  LAE                                      010 40 59.0
 TU3216:UTM  04      -  LAE                                      009 51 06.5
 TU3216
 TU3216|---------------------------------------------------------------------|
 TU3216| PID    Reference Object                     Distance      Geod. Az  |
 TU3216|                                                           dddmmss.s |
 TU3216| TU3242 LAE                                 APPROX. 3.3 KM 0103625.2 |
 TU3216| CN6240 WAWAEKU RM 1                          5.912 METERS 01714     |
 TU3216| CN6241 WAWAEKU RM 2                         21.423 METERS 28118     |
 TU3216|---------------------------------------------------------------------|
 TU3216
 TU3216                          SUPERSEDED SURVEY CONTROL
 TU3216
 TU3216  NAD 83(1986)-  20 51 42.29270(N)    156 52 48.71734(W) AD(       ) 2
 TU3216  OLD HI      -  20 51 53.67200(N)    156 52 58.78300(W) AD(       ) 2
 TU3216
 TU3216.Superseded values are not recommended for survey control.
 TU3216.NGS no longer adjusts projects to the OLD HI datum.
 TU3216.See file dsdata.txt to determine how the superseded data were derived.
 TU3216
 TU3216_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2054708302(NAD 83)
 TU3216_MARKER: Z = SEE DESCRIPTION
 TU3216_SETTING: 0 = UNSPECIFIED SETTING
 TU3216
 TU3216  HISTORY     - Date     Condition        Report By
 TU3216  HISTORY     - 1962     MONUMENTED       CGS
 TU3216
 TU3216                          STATION DESCRIPTION
 TU3216
 TU3216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3216'STATION IS LOCATED ABOUT 3-1/2 MILES AIRLINE NORTHEAST OF LANAI
 TU3216'CITY AND 2 MILES SOUTHWEST OF IAMO POINT, ON THE SUMMIT OF
 TU3216'WAWAEKU MOUNTAIN, A PROMINENT, BARE HILL OF ABOUT 1230 FEET
 TU3216'ELEVATION THAT RISES ABOVE THE GRASSY SLOPES WHICH RUN UP TO
 TU3216'THE SOUTHWEST FROM THE NORTHEAST COAST OF THE ISLAND.
 TU3216'
 TU3216'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY, GO NORTHERLY
 TU3216'ON HIGHWAY 44 FOR 8.6 MILES TO END OF PAVED ROAD AT SIGN
 TU3216'SHIPWRECK BEACH.  CONTINUE ON DIRT ROAD, HIGHWAY 44, FOR 1.35
 TU3216'MILES TO GATE ON RIGHT.  CONTINUE AHEAD FOR 0.45 MILE TO FORK
 TU3216'JUST AFTER ROUNDING SHARP RIGHT CURVE.  TAKE RIGHT FORK, STRAIGHT
 TU3216'AHEAD, LEAVING MAIN ROAD AND GOING SOUTHWEST UP DRAW, FOR
 TU3216'0.1 MILE TO EDGE OF TREES.  CONTINUE SOUTHWEST ON TRACK ROAD UP
 TU3216'ALONG OPEN SLOPES FOR 2.0 MILES TO END OF HILL.  BEAR LEFT
 TU3216'ALONG RIM OF HILL FOR 0.05 MILE, THEN GO DOWN ACROSS SADDLE
 TU3216'AND UP NORTH SIDE OF HILL, A DISTANCE OF 0.15 MILE, TO TOP
 TU3216'OF HILL AND STATION.
 TU3216'
 TU3216'STATION MARK IS A STANDARD DISK STAMPED WAWAEKU 1962, BRAZED
 TU3216'TO THE TOP OF A 1-1/2-INCH IRON PIPE THAT IS SET IN CEMENT AND
 TU3216'PROJECTS 5 INCHES ABOVE GROUND.  IT IS ON THE EAST ONE OF TWO
 TU3216'KNOLLS ABOUT 60 FEET APART AND AT ABOUT THE SAME ELEVATION,
 TU3216'WHICH COMPRISE THE TOP OF THE MOUNTAIN, AND IS 59 FEET
 TU3216'EAST-SOUTHEAST OF A CAIRN ON THE WEST KNOLL.
 TU3216'
 TU3216'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WAWAEKU
 TU3216'NO 1 1962, CEMENTED IN A DRILL HOLE IN A 1 X 2-1/2-FOOT BOULDER
 TU3216'THAT PROJECTS ABOUT 1 FOOT ABOVE GROUND.  IT IS ABOUT 2 FEET
 TU3216'LOWER THAN THE STATION MARK.
 TU3216'
 TU3216'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WAWAEKU
 TU3216'NO 2 1962, CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT, OVAL-SHAPED
 TU3216'BOULDER THAT PROJECTS ABOUT 8 INCHES ABOVE GROUND.  IT IS
 TU3216'21.5 FEET NORTHWEST OF THE CAIRN, 4 FEET LOWER THAN THE STATION
 TU3216'MARK AND ON THE NORTH SIDE OF A LARGE BOULDER THAT EXTENDS ABOUT
 TU3216'2 FEET HIGHER THAN THE MARK.
 TU3216'
 TU3216'STATION LAE WILL SERVE AS THE AZIMUTH MARK.
 TU3216'
 TU3216'NOTE--A 4-WHEEL-DRIVE VEHICLE IS REQUIRED TO DRIVE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2017 ***********************************************************************
 TU2017  DESIGNATION -  WEATHER VANE 202 1966
 TU2017  PID         -  TU2017
 TU2017  STATE/COUNTY-  HI/KAUAI
 TU2017  USGS QUAD   -  MAKAHA POINT (1983)
 TU2017
 TU2017                         *CURRENT SURVEY CONTROL
 TU2017  ___________________________________________________________________
 TU2017* NAD 83(1993)-  22 08 06.26950(N)    159 43 42.14565(W)     ADJUSTED  
 TU2017* LOCAL TIDAL -       454.     (meters)    1489.     (feet)  SCALED    
 TU2017  ___________________________________________________________________
 TU2017  EPOCH DATE  -        1993.62
 TU2017  LAPLACE CORR-           9.07  (seconds)                    DEFLEC99
 TU2017  GEOID HEIGHT-          16.03  (meters)                     GEOID03
 TU2017
 TU2017  HORZ ORDER  -  THIRD
 TU2017
 TU2017.The horizontal coordinates were established by classical geodetic methods
 TU2017.and adjusted by the National Geodetic Survey in December 1998..
 TU2017.The horizontal coordinates are valid at the epoch date displayed above.
 TU2017.The epoch date for horizontal control is a decimal equivalence
 TU2017.of Year/Month/Day.
 TU2017
 TU2017.The orthometric height was scaled from a topographic map.
 TU2017
 TU2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2017
 TU2017.The geoid height was determined by GEOID03.
 TU2017
 TU2017;                    North         East     Units Scale Factor Converg.
 TU2017;SPC HI 4     -    33,429.216   476,440.220   MT  0.99999686   -0 05 09.8
 TU2017;UTM  04      - 2,447,957.876   424,886.591   MT  0.99966971   -0 16 28.0
 TU2017
 TU2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2017!SPC HI 4     -   0.99992613  x   0.99999686  =   0.99992299
 TU2017!UTM  04      -   0.99992613  x   0.99966971  =   0.99959587
 TU2017
 TU2017                          SUPERSEDED SURVEY CONTROL
 TU2017
 TU2017  NAD 83(1986)-  22 08 06.23557(N)    159 43 42.17224(W) AD(       ) 4
 TU2017  OLD HI      -  22 08 17.53190(N)    159 43 52.23330(W) AD(       ) 3
 TU2017
 TU2017.Superseded values are not recommended for survey control.
 TU2017.NGS no longer adjusts projects to the OLD HI datum.
 TU2017.See file dsdata.txt to determine how the superseded data were derived.
 TU2017
 TU2017_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2488747958(NAD 83)
 TU2017
 TU2017  HISTORY     - Date     Condition        Report By
 TU2017  HISTORY     - 1966     MONUMENTED       CGS
 TU2017
 TU2017                          STATION DESCRIPTION
 TU2017
 TU2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU2017'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 TU2017'STATE HIGHWAY 50 AND 55 IN KEKAHA, THENCE 5.1 MILES WEST ALONG
 TU2017'AN ASPHALT ROAD.
 TU2017'
 TU2017'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAKAW,
 TU2017'DISTANCE BEING 9.149 METERS, 30.020 FEET EAST.  THE POINT
 TU2017'TRAVERSED TO WAS THE CENTER OF A PORTABLE WEATHER VANE WHICH IS
 TU2017'TO BE MOVED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2016 ***********************************************************************
 TU2016  DESIGNATION -  WEATHER VANE 203 1967
 TU2016  PID         -  TU2016
 TU2016  STATE/COUNTY-  HI/KAUAI
 TU2016  USGS QUAD   -  MAKAHA POINT (1983)
 TU2016
 TU2016                         *CURRENT SURVEY CONTROL
 TU2016  ___________________________________________________________________
 TU2016* NAD 83(1993)-  22 07 47.49212(N)    159 43 21.28201(W)     ADJUSTED  
 TU2016* LOCAL TIDAL -       547.54   (meters)    1796.4    (feet)  LEVELING  
 TU2016  ___________________________________________________________________
 TU2016  EPOCH DATE  -        1993.62
 TU2016  LAPLACE CORR-           9.33  (seconds)                    DEFLEC99
 TU2016  GEOID HEIGHT-          16.16  (meters)                     GEOID03
 TU2016
 TU2016  HORZ ORDER  -  THIRD
 TU2016  VERT ORDER  -  THIRD ?
 TU2016
 TU2016.The horizontal coordinates were established by classical geodetic methods
 TU2016.and adjusted by the National Geodetic Survey in December 1998..
 TU2016.The horizontal coordinates are valid at the epoch date displayed above.
 TU2016.The epoch date for horizontal control is a decimal equivalence
 TU2016.of Year/Month/Day.
 TU2016
 TU2016.The orthometric height was determined by differential leveling.
 TU2016.The vertical network tie was performed by a horz. field party for horz.
 TU2016.obs reductions. Reset procedures were used to establish the elevation.
 TU2016
 TU2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2016
 TU2016.The geoid height was determined by GEOID03.
 TU2016
 TU2016;                    North         East     Units Scale Factor Converg.
 TU2016;SPC HI 4     -    32,850.760   477,037.255   MT  0.99999651   -0 05 01.8
 TU2016;UTM  04      - 2,447,377.651   425,481.525   MT  0.99966861   -0 16 20.0
 TU2016
 TU2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2016!SPC HI 4     -   0.99991141  x   0.99999651  =   0.99990792
 TU2016!UTM  04      -   0.99991141  x   0.99966861  =   0.99958005
 TU2016
 TU2016                          SUPERSEDED SURVEY CONTROL
 TU2016
 TU2016  NAD 83(1986)-  22 07 47.45825(N)    159 43 21.30827(W) AD(       ) 4
 TU2016  OLD HI      -  22 07 58.75450(N)    159 43 31.36920(W) AD(       ) 3
 TU2016
 TU2016.Superseded values are not recommended for survey control.
 TU2016.NGS no longer adjusts projects to the OLD HI datum.
 TU2016.See file dsdata.txt to determine how the superseded data were derived.
 TU2016
 TU2016_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2548247378(NAD 83)
 TU2016
 TU2016  HISTORY     - Date     Condition        Report By
 TU2016  HISTORY     - 1966     MONUMENTED       CGS
 TU2016
 TU2016                          STATION DESCRIPTION
 TU2016
 TU2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU2016'15.5 MILES NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF
 TU2016'STATE HIGHWAY 50 AND 55 IN KEKAHA, THENCE 4.5 MILES WEST ALONG
 TU2016'AN ASPHALT ROAD.
 TU2016'
 TU2016'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HELO,
 TU2016'DISTANCE BEING (30.224 METERS), 99.160 FEET SOUTHEAST.  THE
 TU2016'POINT TRAVERSED TO A PUNCH MARK IN THE CENTER OF A PORTABLE
 TU2016'WEATHER VANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2015 ***********************************************************************
 TU2015  DESIGNATION -  WEATHER VANE 204 1967
 TU2015  PID         -  TU2015
 TU2015  STATE/COUNTY-  HI/KAUAI
 TU2015  USGS QUAD   -  MAKAHA POINT (1983)
 TU2015
 TU2015                         *CURRENT SURVEY CONTROL
 TU2015  ___________________________________________________________________
 TU2015* NAD 83(1993)-  22 07 32.69660(N)    159 42 57.32264(W)     ADJUSTED  
 TU2015* LOCAL TIDAL -      1151.60   (meters)    3778.2    (feet)  LEVELING  
 TU2015  ___________________________________________________________________
 TU2015  EPOCH DATE  -        1993.62
 TU2015  LAPLACE CORR-           9.29  (seconds)                    DEFLEC99
 TU2015  GEOID HEIGHT-          16.28  (meters)                     GEOID03
 TU2015
 TU2015  HORZ ORDER  -  THIRD
 TU2015  VERT ORDER  -  THIRD ?
 TU2015
 TU2015.The horizontal coordinates were established by classical geodetic methods
 TU2015.and adjusted by the National Geodetic Survey in December 1998..
 TU2015.The horizontal coordinates are valid at the epoch date displayed above.
 TU2015.The epoch date for horizontal control is a decimal equivalence
 TU2015.of Year/Month/Day.
 TU2015
 TU2015.The orthometric height was determined by differential leveling.
 TU2015.The vertical network tie was performed by a horz. field party for horz.
 TU2015.obs reductions. Reset procedures were used to establish the elevation.
 TU2015
 TU2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2015
 TU2015.The geoid height was determined by GEOID03.
 TU2015
 TU2015;                    North         East     Units Scale Factor Converg.
 TU2015;SPC HI 4     -    32,394.679   477,723.227   MT  0.99999613   -0 04 52.8
 TU2015;UTM  04      - 2,446,919.468   426,165.770   MT  0.99966735   -0 16 10.8
 TU2015
 TU2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2015!SPC HI 4     -   0.99981648  x   0.99999613  =   0.99981262
 TU2015!UTM  04      -   0.99981648  x   0.99966735  =   0.99948390
 TU2015
 TU2015                          SUPERSEDED SURVEY CONTROL
 TU2015
 TU2015  NAD 83(1986)-  22 07 32.66130(N)    159 42 57.34672(W) AD(       ) 3
 TU2015  OLD HI      -  22 07 43.95790(N)    159 43 07.40830(W) AD(       ) 3
 TU2015
 TU2015.Superseded values are not recommended for survey control.
 TU2015.NGS no longer adjusts projects to the OLD HI datum.
 TU2015.See file dsdata.txt to determine how the superseded data were derived.
 TU2015
 TU2015_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK2616646919(NAD 83)
 TU2015
 TU2015  HISTORY     - Date     Condition        Report By
 TU2015  HISTORY     - 1966     MONUMENTED       CGS
 TU2015
 TU2015                          STATION DESCRIPTION
 TU2015
 TU2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WSS)
 TU2015'15.5 MILES NORTHERLY ALONG STATE HIGHWAY 55 FROM THE JUNCTION
 TU2015'WITH STATE HIGHWAY 50 AT KEKAHA, THENCE 2.85 MILES WESTERLY,
 TU2015'DOWNHILL, ALONG AN ASPHALT ROAD, THENCE 0.05 MILE SOUTHWESTERLY
 TU2015'ALONG A TRACK ROAD.
 TU2015'
 TU2015'THE WEATHER VANE IS MOUNTED AT THE TOP OF A 10-FOOT POLE THAT
 TU2015'IS BRACED BY AN ALUMINUM TRIPOD.  POINT OBSERVED WAS THE TOP
 TU2015'AND CENTER OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1432 ***********************************************************************
 TU1432  DESIGNATION -  WEAVER 1927
 TU1432  PID         -  TU1432
 TU1432  STATE/COUNTY-  HI/HONOLULU
 TU1432  USGS QUAD   -  PEARL HARBOR (1983)
 TU1432
 TU1432                         *CURRENT SURVEY CONTROL
 TU1432  ___________________________________________________________________
 TU1432* NAD 83(1993)-  21 19 08.59311(N)    157 58 41.03729(W)     ADJUSTED  
 TU1432* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1432  ___________________________________________________________________
 TU1432  EPOCH DATE  -        1993.62
 TU1432  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 TU1432  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU1432
 TU1432  HORZ ORDER  -  THIRD
 TU1432
 TU1432.The horizontal coordinates were established by classical geodetic methods
 TU1432.and adjusted by the National Geodetic Survey in December 1998..
 TU1432.The horizontal coordinates are valid at the epoch date displayed above.
 TU1432.The epoch date for horizontal control is a decimal equivalence
 TU1432.of Year/Month/Day.
 TU1432
 TU1432.The orthometric height was scaled from a topographic map.
 TU1432
 TU1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1432
 TU1432.The geoid height was determined by GEOID03.
 TU1432
 TU1432;                    North         East     Units Scale Factor Converg.
 TU1432;SPC HI 3     -    16,872.306   502,275.592   MT  0.99999006   +0 00 28.7
 TU1432;UTM  04      - 2,357,802.500   605,985.218   MT  0.99973880   +0 22 17.7
 TU1432
 TU1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1432!SPC HI 3     -   0.99999727  x   0.99999006  =   0.99998733
 TU1432!UTM  04      -   0.99999727  x   0.99973880  =   0.99973607
 TU1432
 TU1432                          SUPERSEDED SURVEY CONTROL
 TU1432
 TU1432  NAD 83(1986)-  21 19 08.54207(N)    157 58 41.04705(W) AD(       ) 3
 TU1432  OLD HI      -  21 19 19.90400(N)    157 58 50.91600(W) AD(       ) 3
 TU1432
 TU1432.Superseded values are not recommended for survey control.
 TU1432.NGS no longer adjusts projects to the OLD HI datum.
 TU1432.See file dsdata.txt to determine how the superseded data were derived.
 TU1432
 TU1432_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0598557802(NAD 83)
 TU1432
 TU1432  HISTORY     - Date     Condition        Report By
 TU1432  HISTORY     - 1927     MONUMENTED       CGS
 TU1432  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1432  HISTORY     - 19951015 MARK NOT FOUND   USPSQD
 TU1432
 TU1432                          STATION DESCRIPTION
 TU1432
 TU1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (LGS)
 TU1432'A STANDARD STATION-MARK DISK.
 TU1432
 TU1432                          STATION RECOVERY (1963)
 TU1432
 TU1432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1432'STATION WAS NOT RECOVERED.  THE ORIGINAL DESCRIPTION, GIVING NO
 TU1432'INFORMATION AS TO LOCATION OF STATION, COMPARES WITH DESCRIPTIONS
 TU1432'OF OTHER STATIONS ESTABLISHED AT THAT TIME ON COASTAL DEFENSE
 TU1432'INSTALLATIONS AND CLASSIFIED AS SECRET.  AN OLD SKETCH OBTAINED
 TU1432'FROM THE PEARL HARBOR P.W.D. SHOWS THE AREA IN WHICH THE STATION
 TU1432'WAS LOCATED TO HAVE BEEN A MILITARY INSTALATION, AND THE
 TU1432'STATION WAS NEAR A POWER PLANT.
 TU1432'
 TU1432'THE ENTIRE AREA HAS NOW BEEN RE-DEVELOPED AND IS NOW A NAVAL
 TU1432'CAPEHART HOUSING TRACT.  IT IS BELIEVED THAT THE STATION WAS
 TU1432'DESTROYED.
 TU1432
 TU1432                          STATION RECOVERY (1995)
 TU1432
 TU1432'RECOVERY NOTE BY US POWER SQUADRON 1995
 TU1432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0536 ***********************************************************************
 TU0536  DESIGNATION -  WEED
 TU0536  PID         -  TU0536
 TU0536  STATE/COUNTY-  HI/HONOLULU
 TU0536  USGS QUAD   -  HALEIWA (1983)
 TU0536
 TU0536                         *CURRENT SURVEY CONTROL
 TU0536  ___________________________________________________________________
 TU0536* NAD 83(1993)-  21 34 33.25321(N)    158 06 22.03376(W)     ADJUSTED  
 TU0536* LOCAL TIDAL -        14.798  (meters)      48.55   (feet)  ADJ UNCH  
 TU0536  ___________________________________________________________________
 TU0536  EPOCH DATE  -        1993.62
 TU0536  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 TU0536  GEOID HEIGHT-          14.93  (meters)                     GEOID03
 TU0536
 TU0536  HORZ ORDER  -  FIRST
 TU0536  VERT ORDER  -  FIRST     CLASS II
 TU0536
 TU0536.The horizontal coordinates were established by classical geodetic methods
 TU0536.and adjusted by the National Geodetic Survey in December 1998..
 TU0536.The horizontal coordinates are valid at the epoch date displayed above.
 TU0536.The epoch date for horizontal control is a decimal equivalence
 TU0536.of Year/Month/Day.
 TU0536
 TU0536.The orthometric height was key entered from printed documents
 TU0536.and not key verified.
 TU0536
 TU0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0536
 TU0536.The geoid height was determined by GEOID03.
 TU0536
 TU0536;                    North         East     Units Scale Factor Converg.
 TU0536;SPC HI 3     -    45,314.784   489,009.593   MT  0.99999149   -0 02 20.5
 TU0536;UTM  04      - 2,386,152.119   592,541.573   MT  0.99970582   +0 19 43.4
 TU0536
 TU0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0536!SPC HI 3     -   0.99999533  x   0.99999149  =   0.99998682
 TU0536!UTM  04      -   0.99999533  x   0.99970582  =   0.99970115
 TU0536
 TU0536|---------------------------------------------------------------------|
 TU0536| PID    Reference Object                     Distance      Geod. Az  |
 TU0536|                                                           dddmmss.s |
 TU0536| CJ9109 WEED RM 1                            31.882 METERS 01756     |
 TU0536| TU1527 WAIALUA SUGAR CO MILL STACK         APPROX. 2.0 KM 2630919.3 |
 TU0536|---------------------------------------------------------------------|
 TU0536
 TU0536                          SUPERSEDED SURVEY CONTROL
 TU0536
 TU0536  NAD 83(1986)-  21 34 33.20412(N)    158 06 22.04537(W) AD(       ) 1
 TU0536  OLD HI      -  21 34 44.62721(N)    158 06 31.94995(W) AD(       ) 1
 TU0536
 TU0536.Superseded values are not recommended for survey control.
 TU0536.NGS no longer adjusts projects to the OLD HI datum.
 TU0536.See file dsdata.txt to determine how the superseded data were derived.
 TU0536
 TU0536_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9254286152(NAD 83)
 TU0536_MARKER: DS = TRIANGULATION STATION DISK
 TU0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0536_STAMPING: WEED 1969
 TU0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0536+STABILITY: SURFACE MOTION
 TU0536
 TU0536  HISTORY     - Date     Condition        Report By
 TU0536  HISTORY     - 1969     MONUMENTED       CGS
 TU0536  HISTORY     - 1969     GOOD             CGS
 TU0536
 TU0536                          STATION DESCRIPTION
 TU0536
 TU0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU0536'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF WAHIAWA,
 TU0536'1 MILE SOUTH OF HALEIWA, 1-1/4 MILES EAST OF WAIALUA AND IN
 TU0536'A TRAFFIC CIRCLE AT THE JUNCTION OF STATE HIGHWAYS 82 AND 83.
 TU0536'
 TU0536'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 80
 TU0536'AND CALIFORNIA AVENUE IN WAHIAWA, GO NORTHERLY ON STATE HIGHWAY
 TU0536'80 FOR 1.35 MILES TO A FORK, KEEP THE RIGHT FORK AND CONTINUE
 TU0536'NORTHERLY ON STATE HIGHWAY 82 FOR 6.0 MILES TO THE TRAFFIC
 TU0536'CIRCLE AND THE STATION AS DESCRIBED.
 TU0536'
 TU0536'THE STATION MARK IS A STANDARD DISK STAMPED WEED 1969, SET IN
 TU0536'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE
 TU0536'GROUND.  IT IS 139 FEET SOUTH OF THE NORTH ARC OF THE TRAFFIC
 TU0536'CIRCLE AND 106 FEET SOUTHWEST OF POWERLINE POLE NUMBER 24.
 TU0536'
 TU0536'REFERENCE MARK 1 IS A STANDARD DISK STAMPED WEED NO 1 1969,
 TU0536'SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE
 TU0536'OF THE GROUND.  IT IS 75 FEET SOUTHEAST OF THE NORTH ARC OF THE
 TU0536'TRAFFIC CIRCLE AND 5.1 FEET SOUTHEAST OF POWERLINE POLE NUMBER 24.
 TU0536'
 TU0536'STATE SURVEY 6-15 (REFERENCE MARK 2) IS A HAWAII STATE SURVEY
 TU0536'DISK STAMPED HIGHWAY WEED 6-15 1969, SET IN THE TOP OF A SQUARE
 TU0536'CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT
 TU0536'IS 46 FEET EAST OF THE WEST ARC OF THE TRAFFIC CIRCLE, 26.5
 TU0536'FEET NORTHEAST OF POWERLINE POLE 572, 42.5 FEET NORTHWEST OF THE
 TU0536'EAST ANCHOR OF POWERLINE POLE 572 AND 25.0 FEET SOUTHEAST OF TE
 TU0536'NORTH ANCHOR OF POWERLINE POLE 572.
 TU0536'
 TU0536'THE DISTANCE BETWEEN REFERENCE MARK 1 AND STATE SURVEY 6-15
 TU0536'(REFERENCE MARK 2) IS 178.45 FEET OR (54.392 METERS).
 TU0536'
 TU0536'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 TU0536
 TU0536                          STATION RECOVERY (1969)
 TU0536
 TU0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 TU0536'0.85 MI S FROM HALEIWA.
 TU0536'0.85 MILE SOUTH ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 TU0536'HALEIWA, AT WEED CIRCLE, IN A CIRCLE FORMED BY THE INTERSECTION OF
 TU0536'STATE HIGHWAY 82, 106.3 FEET SOUTH OF TELEPHONE POLE 24, 117.6 FEET
 TU0536'NORTHEAST OF POWER POLE 572, 94.7 FEET SOUTHWEST OF A 6-INCH TREE,
 TU0536'91.1 FEET EAST OF BENCH MARK 6-1 S (SS), 107 FEET NORTH OF TELEPHONE
 TU0536'POLE 22, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1990 ***********************************************************************
 TU1990  DESIGNATION -  WES 1927
 TU1990  PID         -  TU1990
 TU1990  STATE/COUNTY-  HI/KAUAI
 TU1990  USGS QUAD   -  HANALEI (1996)
 TU1990
 TU1990                         *CURRENT SURVEY CONTROL
 TU1990  ___________________________________________________________________
 TU1990* NAD 83(1993)-  22 12 49.77857(N)    159 31 04.56742(W)     ADJUSTED  
 TU1990* LOCAL TIDAL -        30.     (meters)      98.     (feet)  SCALED    
 TU1990  ___________________________________________________________________
 TU1990  EPOCH DATE  -        1993.62
 TU1990  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 TU1990  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU1990
 TU1990  HORZ ORDER  -  THIRD
 TU1990
 TU1990.The horizontal coordinates were established by classical geodetic methods
 TU1990.and adjusted by the National Geodetic Survey in December 1998..
 TU1990.The horizontal coordinates are valid at the epoch date displayed above.
 TU1990.The epoch date for horizontal control is a decimal equivalence
 TU1990.of Year/Month/Day.
 TU1990
 TU1990.The orthometric height was scaled from a topographic map.
 TU1990
 TU1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1990
 TU1990.The geoid height was determined by GEOID03.
 TU1990
 TU1990;                    North         East     Units Scale Factor Converg.
 TU1990;SPC HI 4     -    42,132.020   498,150.760   MT  0.99999004   -0 00 24.4
 TU1990;UTM  04      - 2,456,586.180   446,618.266   MT  0.99963521   -0 11 44.9
 TU1990
 TU1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1990!SPC HI 4     -   0.99999281  x   0.99999004  =   0.99998285
 TU1990!UTM  04      -   0.99999281  x   0.99963521  =   0.99962803
 TU1990
 TU1990                          SUPERSEDED SURVEY CONTROL
 TU1990
 TU1990  NAD 83(1986)-  22 12 49.73492(N)    159 31 04.61675(W) AD(       ) 3
 TU1990  OLD HI      -  22 13 01.08300(N)    159 31 14.69900(W) AD(       ) 3
 TU1990
 TU1990.Superseded values are not recommended for survey control.
 TU1990.NGS no longer adjusts projects to the OLD HI datum.
 TU1990.See file dsdata.txt to determine how the superseded data were derived.
 TU1990
 TU1990_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4661856586(NAD 83)
 TU1990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1990_SETTING: 80 = SET IN A BOULDER
 TU1990_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 TU1990
 TU1990  HISTORY     - Date     Condition        Report By
 TU1990  HISTORY     - 1927     MONUMENTED       CGS
 TU1990  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1990
 TU1990                          STATION DESCRIPTION
 TU1990
 TU1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU1990'ON NORTH SHORE OF KAUAI, ON WEST SIDE OF HANALEI BAY, ON A KNOLL
 TU1990'COVERED WITH GRASS AND BRUSH.  STATION IS ABOUT 1-1/2 MILES
 TU1990'NORTHWEST OF THE VILLAGE OF HANALEI, AND IS BETWEEN THE
 TU1990'GOVERNMENT HIGHWAY AND THE COAST.  MARKED ACCORDING TO NOTE 4,
 TU1990'A STANDARD DISK IN BOWLDER.  REFERENCE MARKS, NOTE 12C,
 TU1990'STANDARD REFERENCE DISKS IN BOWLDERS, WERE SET AT THE FOLLOWING
 TU1990'DISTANCES AND AZIMUTHS FROM THE STATION.  NO. 1, 3.54 METERS
 TU1990'(11.6 FEET), 294 DEG 36 MIN.  NO. 2, 5.44 METERS (17.8 FEET), 335
 TU1990'DEG 47 MIN.  NO. 3, 6.42 METERS (21.1 FEET), 31 DEG 25 MIN.
 TU1990
 TU1990                          STATION RECOVERY (1965)
 TU1990
 TU1990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1990'STATION MARK AND REFERENCE MARK NO. 1 HAVE BEEN DESTROYED BY
 TU1990'A WASH.  THE STATION MARK WAS FOUND, SET IN A SMALL BOULDER
 TU1990'LAYING NEARBY.  THE REFERENCE MARK WAS NOT FOUND.
 TU1990'
 TU1990'REFERENCE MARKS NUMBER 2 AND 3 WERE RECOVERED IN GOOD
 TU1990'CONDITION.  LOCATED ON MAKAHOE POINT ON WEST SIDE OF HANALEI BAY,
 TU1990'ABOUT 1-1/2 MILES NORTHWEST OF HANALEI, ON OPEN, GRASSY KNOLL ABOUT
 TU1990'65 YARDS EAST OF POINT WHERE THE HIGHWAY MAKES A HAIRPIN LEFT TURN
 TU1990'AROUND POINT OF RIDGE.
 TU1990'
 TU1990'TO REACH FROM THE POST OFFICE IN HANALEI GO NORTHWEST ON STATE
 TU1990'HIGHWAY 56 FOR 2.1 MILES TO START OF HAIRPIN TURN AND END
 TU1990'OF TRUCK TRAVEL.  PACK EAST ON TRAIL THROUGH BRUSH ABOUT 65
 TU1990'YARDS TO TOP OF KNOLL.
 TU1990'
 TU1990'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WES 2 1927,
 TU1990'CEMENTED IN A DRILL HOLE IN A 6 X 8-INCH ROCK PROJECTING 1
 TU1990'INCH.  IT IS 6 FEET SOUTH OF THE TRAIL, 40 FEET EAST OF HIGH
 TU1990'POINT OF KNOLL, AND HIDDEN BY GRASS AND FERNS.
 TU1990'
 TU1990'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED WES 3
 TU1990'1927, CEMENTED IN A DRILL HOLE IN AN 8-INCH BOULDER PROJECTING
 TU1990'2 INCHES.  IT IS 77 FEET SOUTH OF THE TRAIL, 24 FEET EAST OF
 TU1990'HIGH POINT OF KNOLL, AND HIDDEN BY DENSE, SMALL BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1991 ***********************************************************************
 TU1991  DESIGNATION -  WEST
 TU1991  PID         -  TU1991
 TU1991  STATE/COUNTY-  HI/KAUAI
 TU1991  USGS QUAD   -  HANALEI (1996)
 TU1991
 TU1991                         *CURRENT SURVEY CONTROL
 TU1991  ___________________________________________________________________
 TU1991* NAD 83(1993)-  22 12 49.72284(N)    159 31 04.56910(W)     ADJUSTED  
 TU1991* LOCAL TIDAL -                                                        
 TU1991  ___________________________________________________________________
 TU1991  EPOCH DATE  -        1993.62
 TU1991  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 TU1991  GEOID HEIGHT-          15.72  (meters)                     GEOID03
 TU1991
 TU1991  HORZ ORDER  -  THIRD
 TU1991
 TU1991.The horizontal coordinates were established by classical geodetic methods
 TU1991.and adjusted by the National Geodetic Survey in December 1998..
 TU1991.The horizontal coordinates are valid at the epoch date displayed above.
 TU1991.The epoch date for horizontal control is a decimal equivalence
 TU1991.of Year/Month/Day.
 TU1991
 TU1991
 TU1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1991
 TU1991.The geoid height was determined by GEOID03.
 TU1991
 TU1991;                    North         East     Units Scale Factor Converg.
 TU1991;SPC HI 4     -    42,130.306   498,150.712   MT  0.99999004   -0 00 24.4
 TU1991;UTM  04      - 2,456,584.466   446,618.212   MT  0.99963521   -0 11 44.9
 TU1991
 TU1991                          SUPERSEDED SURVEY CONTROL
 TU1991
 TU1991  NAD 83(1986)-  22 12 49.68027(N)    159 31 04.61720(W) AD(       ) 4
 TU1991  OLD HI      -  22 13 01.03000(N)    159 31 14.70000(W) AD(       ) 3
 TU1991
 TU1991.Superseded values are not recommended for survey control.
 TU1991.NGS no longer adjusts projects to the OLD HI datum.
 TU1991.See file dsdata.txt to determine how the superseded data were derived.
 TU1991
 TU1991_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4661856584(NAD 83)
 TU1991
 TU1991  HISTORY     - Date     Condition        Report By
 TU1991  HISTORY     - 1910     MONUMENTED       CGS
 TU1991  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1991
 TU1991                          STATION DESCRIPTION
 TU1991
 TU1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1991'ON NORTH COAST OF KAUAI, ON A SHARP NOSE AT THE WEST SIDE OF
 TU1991'HANALEI BAY, 75 FEET ABOVE THE WATER.  MARKED BY STAKE.
 TU1991
 TU1991                          STATION RECOVERY (1965)
 TU1991
 TU1991'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1991'STATION IS DESTROYED.  IT WAS AT THE SAME POINT AS STATION
 TU1991'WES 1927, WHICH IS ALSO DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0240 ***********************************************************************
 TU0240  DESIGNATION -  WEST BREAKWATER
 TU0240  PID         -  TU0240
 TU0240  STATE/COUNTY-  HI/MAUI
 TU0240  USGS QUAD   -  WAILUKU (1997)
 TU0240
 TU0240                         *CURRENT SURVEY CONTROL
 TU0240  ___________________________________________________________________
 TU0240* NAD 83(1986)-  20 53 46.     (N)    156 28 44.     (W)     SCALED    
 TU0240* LOCAL TIDAL -         2.161  (meters)       7.09   (feet)  ADJ UNCH  
 TU0240  ___________________________________________________________________
 TU0240  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU0240
 TU0240  VERT ORDER  -  FIRST     CLASS II
 TU0240
 TU0240.The horizontal coordinates were scaled from a topographic map and have
 TU0240.an estimated accuracy of +/- 6 seconds.
 TU0240
 TU0240.The orthometric height was key entered from printed documents
 TU0240.and not key verified.
 TU0240
 TU0240.The geoid height was determined by GEOID03.
 TU0240
 TU0240;                    North         East    Units  Estimated Accuracy
 TU0240;SPC HI 2     -    62,320.      519,540.      MT  (+/- 180 meters Scaled)
 TU0240
 TU0240                          SUPERSEDED SURVEY CONTROL
 TU0240
 TU0240.No superseded survey control is available for this station.
 TU0240
 TU0240_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ622127(NAD 83)
 TU0240_MARKER: DD = SURVEY DISK
 TU0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0240_STAMPING: WEST B/WATER
 TU0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0240+STABILITY: SURFACE MOTION
 TU0240
 TU0240  HISTORY     - Date     Condition        Report By
 TU0240  HISTORY     - UNK      MONUMENTED       DOD
 TU0240  HISTORY     - 1968     GOOD             NGS
 TU0240  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0240
 TU0240                          STATION DESCRIPTION
 TU0240
 TU0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0240'IN WAILUKU.
 TU0240'0.45 MILE EAST ON WELLS STREET FROM THE POST OFFICE IN WAILUKU, THENCE
 TU0240'LEFT, NORTH, ON STATE HIGHWAY 34 (LOWER MAIN) FOR 1.95 MILES TO
 TU0240'MACADAM CROSSROAD, WHERE THE ROAD RIGHT LEADS TO A LONG ROW OF QUONSET
 TU0240'BUILDINGS.  THE MARK IS ALONG THE NORTHEAST SIDE OF THE HIGHWAY, 103
 TU0240'FEET SOUTHEAST OF THE CROSSROAD INTERSECTION, 145 FEET SOUTH-SOUTHEAST
 TU0240'OF POWER POLE NO. 25, 80.8 FEET SOUTHEAST OF THE HIGHWAY STOP SIGN AT
 TU0240'THE ROAD TO THE QUONSETS, 17.3 FEET NORTHEAST OF CENTER LINE OF
 TU0240'HIGHWAY, 5.5 FEET NORTHEAST OF EDGE OF HIGHWAY, OPPOSITE THE SECOND
 TU0240'QUONSET BUILDING FROM NORTHEAST END, IN LINE WITH THE NORTHWEST EDGE
 TU0240'OF THE BREAKWATER, AND SET IN THE TOP OF AN 18-INCH, CONCRETE MONUMENT
 TU0240'FLUSH WITH THE GRASSY, ROAD-SHOULDER SURFACE. TOP OF MONUMENT IS
 TU0240'PAINTED YELLOW AND MON 5-- 50 IS PAINTED ON THE EDGE OF THE HIGHWAY
 TU0240'SURFACE OPPOSITE THE MARK.
 TU0240
 TU0240                          STATION RECOVERY (1981)
 TU0240
 TU0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2100 ***********************************************************************
 TU2100  DESIGNATION -  WEST HEIHEIAHULU HIGS 1896
 TU2100  PID         -  TU2100
 TU2100  STATE/COUNTY-  HI/HAWAII
 TU2100  USGS QUAD   -  PAHOA SOUTH (1994)
 TU2100
 TU2100                         *CURRENT SURVEY CONTROL
 TU2100  ___________________________________________________________________
 TU2100* NAD 83(1993)-  19 25 28.99403(N)    154 59 27.58561(W)     ADJUSTED  
 TU2100* LOCAL TIDAL -       522.     (meters)    1713.     (feet)  SCALED    
 TU2100  ___________________________________________________________________
 TU2100  EPOCH DATE  -        1993.62
 TU2100  LAPLACE CORR-         -17.67  (seconds)                    DEFLEC99
 TU2100  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU2100
 TU2100  HORZ ORDER  -  FIRST
 TU2100
 TU2100.The horizontal coordinates were established by classical geodetic methods
 TU2100.and adjusted by the National Geodetic Survey in December 1998..
 TU2100.The horizontal coordinates are valid at the epoch date displayed above.
 TU2100.The epoch date for horizontal control is a decimal equivalence
 TU2100.of Year/Month/Day.
 TU2100
 TU2100.The orthometric height was scaled from a topographic map.
 TU2100
 TU2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2100
 TU2100.The geoid height was determined by GEOID03.
 TU2100
 TU2100;                    North         East     Units Scale Factor Converg.
 TU2100;SPC HI 1     -    65,539.582   553,455.382   MT  1.00000197   +0 10 09.4
 TU2100;UTM  05      - 2,149,031.207   290,952.288   MT  1.00014021   -0 39 44.6
 TU2100
 TU2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2100!SPC HI 1     -   0.99991541  x   1.00000197  =   0.99991738
 TU2100!UTM  05      -   0.99991541  x   1.00014021  =   1.00005561
 TU2100
 TU2100                          SUPERSEDED SURVEY CONTROL
 TU2100
 TU2100  NAD 83(1986)-  19 25 28.92096(N)    154 59 27.57584(W) AD(       ) 1
 TU2100  OLD HI      -  19 25 39.90400(N)    154 59 37.61100(W) AD(       ) 1
 TU2100
 TU2100.Superseded values are not recommended for survey control.
 TU2100.NGS no longer adjusts projects to the OLD HI datum.
 TU2100.See file dsdata.txt to determine how the superseded data were derived.
 TU2100
 TU2100_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB9095249031(NAD 83)
 TU2100
 TU2100  HISTORY     - Date     Condition        Report By
 TU2100  HISTORY     - 1896     MONUMENTED       CGS
 TU2100  HISTORY     - 1914     SEE DESCRIPTION  CGS
 TU2100  HISTORY     - 1967     SEE DESCRIPTION  CGS
 TU2100
 TU2100                          STATION DESCRIPTION
 TU2100
 TU2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (ERH)
 TU2100'IN THE EASTERN PART OF HAWAII, ON THE WEST EDGE OF THE CRATER ON
 TU2100'TOP OF MOUNT HEIHEIAHULU, 5 MILES NORTH BY WEST FROM
 TU2100'KALAPANA.  THE EAST EDGE, NEARER THE SEA, IS A FEW FEET
 TU2100'HIGHER.  ON THIS EAST EDGE STATION HEIHEIAHULU (SEE
 TU2100'DESCRIPTION) WAS ESTABLISHED IN 1914.  IT IS S. 63 DEG E., ABOUT
 TU2100'100 METERS ACROSS THE CRATER FROM STATION.  STATION MARKED BY
 TU2100'CROSS CUT IN A SOLID BEACH-WORN STONE SET IN CEMENT ON A RAISED
 TU2100'FOUNDATION OF STONES, 16-1/2 FEET IN DIAMETER.  ABOVE THE
 TU2100'STATION IS A CONICAL CAIRN 8-1/2 FEET HIGH.
 TU2100
 TU2100                          STATION RECOVERY (1967)
 TU2100
 TU2100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DMW)
 TU2100'STATION WAS RECOVERED IN GOOD CONDITION.  MARKED BY A CROSS IN
 TU2100'STONE SET IN CEMENT.  A TYPE B-1 SIGNAL, BUILT BY THE HAWAII
 TU2100'TERRITORIAL SURVEY, IS CENTERED OVER THE MARK.  IT IS ABOUT 340
 TU2100'FEET NORTHWEST ACROSS THE CRATER FROM STATION HEIHEIAHULU 1914 AND
 TU2100'SLIGHTLY LOWER.
 TU2100'
 TU2100'LOCATED ABOUT 5-3/4 MILES SOUTHWEST OF PAHOA AND 5-1/4 MILES
 TU2100'NORTH-NORTHWEST OF KALAPANA, AT ABOUT 1700 FEET ELEVATION, ON THE
 TU2100'NORTHWEST RIM OF HEIHEIAHULU CRATER, WHICH IS COVERED WITH DENSE
 TU2100'BRUSH AND SMALL TREES.
 TU2100'
 TU2100'TO REACH STATION FROM THE POST OFFICE IN PAHOA, GO EAST 0.4
 TU2100'MILE.  TAKE RIGHT FORK AND GO SOUTH ON STATE HIGHWAY 13 FOR 5.8
 TU2100'MILES.  TAKE SIDE ROAD RIGHT AND GO 0.15 MILE.  TURN LEFT BY HOUSE
 TU2100'AND GO SOUTHWEST 0.55 MILE.  TURN RIGHT AND GO 0.6 MILE TO
 TU2100'T-JUNCTION.  TURN LEFT AND GO 0.25 MILE TO TRACK ROAD
 TU2100'RIGHT.  TURN RIGHT AND GO NORTHWEST 0.7 MILE TO HOUSE ON
 TU2100'LEFT.  CONTINUE FOR 0.55 MILE TO END OF ROAD.  WALK NORTHWEST
 TU2100'UP GRASSY STRIP ABOUT 300 YARDS TO END.  CLEAR TRAIL THROUGH
 TU2100'TREES AND BRUSH ON A BEARING OF 291 DEG FOR ABOUT 3/4-MILE
 TU2100'(AIRLINE) TO STATION.  ABOUT 2 HOURS REQUIRED TO CLEAR
 TU2100'TRAIL.  NOTE--A 4-WHEEL-DRIVE TRUCK IS NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1532 ***********************************************************************
 TU1532  DESIGNATION -  WEST KAALA
 TU1532  PID         -  TU1532
 TU1532  STATE/COUNTY-  HI/HONOLULU
 TU1532  USGS QUAD   -  KAENA (1983)
 TU1532
 TU1532                         *CURRENT SURVEY CONTROL
 TU1532  ___________________________________________________________________
 TU1532* NAD 83(1993)-  21 30 20.36841(N)    158 08 55.66513(W)     ADJUSTED  
 TU1532* LOCAL TIDAL -      1192.3    (meters)    3912.     (feet)  VERT ANG  
 TU1532  ___________________________________________________________________
 TU1532  EPOCH DATE  -        1993.62
 TU1532  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 TU1532  GEOID HEIGHT-          15.69  (meters)                     GEOID03
 TU1532
 TU1532  HORZ ORDER  -  FIRST
 TU1532
 TU1532.The horizontal coordinates were established by classical geodetic methods
 TU1532.and adjusted by the National Geodetic Survey in December 1998..
 TU1532.The horizontal coordinates are valid at the epoch date displayed above.
 TU1532.The epoch date for horizontal control is a decimal equivalence
 TU1532.of Year/Month/Day.
 TU1532
 TU1532.The orthometric height was determined by vertical angle observations.
 TU1532
 TU1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1532
 TU1532.The geoid height was determined by GEOID03.
 TU1532
 TU1532;                    North         East     Units Scale Factor Converg.
 TU1532;SPC HI 3     -    37,540.556   484,582.479   MT  0.99999294   -0 03 16.4
 TU1532;UTM  04      - 2,378,351.952   588,165.647   MT  0.99969605   +0 18 43.4
 TU1532
 TU1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1532!SPC HI 3     -   0.99981017  x   0.99999294  =   0.99980311
 TU1532!UTM  04      -   0.99981017  x   0.99969605  =   0.99950628
 TU1532
 TU1532:                Primary Azimuth Mark                     Grid Az
 TU1532:SPC HI 3     -  MT KAALA SE RADAR DOME                   072 41 59.3
 TU1532:UTM  04      -  MT KAALA SE RADAR DOME                   072 19 59.5
 TU1532
 TU1532|---------------------------------------------------------------------|
 TU1532| PID    Reference Object                     Distance      Geod. Az  |
 TU1532|                                                           dddmmss.s |
 TU1532| TU1529 MT KAALA SE RADAR DOME              APPROX. 0.7 KM 0723842.9 |
 TU1532| CJ9110 WEST KAALA RM 1                       3.331 METERS 17017     |
 TU1532| TU1589 KAENA POINT RADIO MAST              APPROX.12.0 KM 3011800.6 |
 TU1532| TU1575 KAENA POINT RADAR DOME              APPROX.11.5 KM 3025838.5 |
 TU1532| TU1544 MOKU RADAR ANTENNA                  APPROX. 6.5 KM 3131035.1 |
 TU1532| CJ9111 WEST KAALA RM 2                       4.355 METERS 34449     |
 TU1532|---------------------------------------------------------------------|
 TU1532
 TU1532                          SUPERSEDED SURVEY CONTROL
 TU1532
 TU1532  NAD 83(1986)-  21 30 20.31672(N)    158 08 55.67556(W) AD(       ) 1
 TU1532  OLD HI      -  21 30 31.72332(N)    158 09 05.57486(W) AD(       ) 1
 TU1532
 TU1532.Superseded values are not recommended for survey control.
 TU1532.NGS no longer adjusts projects to the OLD HI datum.
 TU1532.See file dsdata.txt to determine how the superseded data were derived.
 TU1532
 TU1532_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8816678352(NAD 83)
 TU1532_MARKER: Z = SEE DESCRIPTION
 TU1532_SETTING: 0 = UNSPECIFIED SETTING
 TU1532
 TU1532  HISTORY     - Date     Condition        Report By
 TU1532  HISTORY     - 1969     MONUMENTED       CGS
 TU1532
 TU1532                          STATION DESCRIPTION
 TU1532
 TU1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1532'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF SCHOFIELD
 TU1532'BARRACKS, 5 MILES SOUTH-SOUTHWEST OF WAIALUA AND 1/4 MILE WEST OF
 TU1532'THE HIGHEST PART OF MT KAALA ON A BRUSHY NARROW RIDGE.
 TU1532'
 TU1532'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83 AND
 TU1532'99, ABOUT 1 MILE SOUTHEAST OF WAIALUA, GO WEST ON STATE HIGHWAY 99
 TU1532'FOR 0.8 MILE TO A TRAFFIC CIRCLE.  CONTINUE WEST ON STATE HIGHWAY
 TU1532'99, PASSING UNDER OVERPASS, FOR 1.5 MILES TO A SIDE ROAD LEFT.
 TU1532'TURN LEFT, SOUTH, FOR 0.2 MILE TO A STOP SIGN AND CROSSROAD.
 TU1532'CONTINUE AHEAD FOR 0.85 MILE TO A LOCKED GATE.  (KEY WAS
 TU1532'OBTAINED FROM THE FAA IN HONOLULU.) PASS THROUGH GATE AND
 TU1532'FOLLOW WINDING ASPHALT ROAD UP MOUNTAIN FOR 6.7 MILES TO A FORK.
 TU1532'KEEP RIGHT FORK FOR 0.15 MILE TO A BUILDING AND END OF TRUCK
 TU1532'TRAVEL.  PACK SOUTHERLY ALONG BRUSHY, SWAMPY, NARROW RIDGE FOR
 TU1532'ABOUT 0.25 MILE TO THE STATION.  ABOUT A 20 MINUTE PACK.
 TU1532'
 TU1532'THE STATION MARK IS A STANDARD DISK, STAMPED WEST KAALA 1969,
 TU1532'WELDED ATOP A 2-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS ON
 TU1532'A NARROW BRUSHY RIDGE AND 15 FEET WEST OF A WITNESS SIGN WHICH IS
 TU1532'NAILED TO A SMALL TREE.
 TU1532'
 TU1532'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WEST KAALA NO 1 1969,
 TU1532'WELDED ATOP A 2-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT IS
 TU1532'ABOUT 6 FEET LOWER THAN THE STATION.
 TU1532'
 TU1532'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WEST KAALA NO 2
 TU1532'1969, WELDED ATOP A 2-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  IT
 TU1532'IS ABOUT 3 FEET LOWER THAN THE STATION.
 TU1532'
 TU1532'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION BECAUSE
 TU1532'TRIANGULATION STATION KAALA 1965 IS ONLY ABOUT 0.25 MILE AWAY.
 TU1532'
 TU1532'NO MEASUREMENT MADE BETWEEN REFERENCE MARKS BECAUSE OF HEAVY BRUSH
 TU1532'AND ROUGH TERRAIN BETWEEN THEM.
 TU1532'
 TU1532'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3129 ***********************************************************************
 TU3129  DESIGNATION -  WEST POINT 1962
 TU3129  PID         -  TU3129
 TU3129  STATE/COUNTY-  HI/MAUI
 TU3129  USGS QUAD   -  
 TU3129
 TU3129                         *CURRENT SURVEY CONTROL
 TU3129  ___________________________________________________________________
 TU3129* NAD 83(1993)-  20 37 57.73560(N)    156 29 55.16275(W)     ADJUSTED  
 TU3129* LOCAL TIDAL -         8.     (meters)      26.     (feet)  SCALED    
 TU3129  ___________________________________________________________________
 TU3129  EPOCH DATE  -        1993.62
 TU3129  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 TU3129  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU3129
 TU3129  HORZ ORDER  -  THIRD
 TU3129
 TU3129.The horizontal coordinates were established by classical geodetic methods
 TU3129.and adjusted by the National Geodetic Survey in December 1998..
 TU3129.The horizontal coordinates are valid at the epoch date displayed above.
 TU3129.The epoch date for horizontal control is a decimal equivalence
 TU3129.of Year/Month/Day.
 TU3129
 TU3129.The orthometric height was scaled from a topographic map.
 TU3129
 TU3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3129
 TU3129.The geoid height was determined by GEOID03.
 TU3129
 TU3129;                    North         East     Units Scale Factor Converg.
 TU3129;SPC HI 2     -    33,151.419   517,509.914   MT  0.99997045   +0 03 33.1
 TU3129;UTM  04      - 2,283,504.682   760,654.985   MT  1.00043974   +0 52 54.9
 TU3129
 TU3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3129!SPC HI 2     -   0.99999618  x   0.99997045  =   0.99996663
 TU3129!UTM  04      -   0.99999618  x   1.00043974  =   1.00043592
 TU3129
 TU3129:                Primary Azimuth Mark                     Grid Az
 TU3129:SPC HI 2     -  EAST POINT 1962                          080 14 16.2
 TU3129:UTM  04      -  EAST POINT 1962                          079 24 54.4
 TU3129
 TU3129|---------------------------------------------------------------------|
 TU3129| PID    Reference Object                     Distance      Geod. Az  |
 TU3129|                                                           dddmmss.s |
 TU3129| TU2938 EAST POINT 1962                     APPROX. 0.5 KM 0801749.3 |
 TU3129| TU3130 MOLOKINI LIGHTHOUSE 1950            263.245 METERS 15224     |
 TU3129|---------------------------------------------------------------------|
 TU3129
 TU3129                          SUPERSEDED SURVEY CONTROL
 TU3129
 TU3129  NAD 83(1986)-  20 37 57.71035(N)    156 29 55.15046(W) AD(       ) 3
 TU3129  OLD HI      -  20 38 09.18500(N)    156 30 05.30400(W) AD(       ) 3
 TU3129
 TU3129.Superseded values are not recommended for survey control.
 TU3129.NGS no longer adjusts projects to the OLD HI datum.
 TU3129.See file dsdata.txt to determine how the superseded data were derived.
 TU3129
 TU3129_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH6065583505(NAD 83)
 TU3129_MARKER: Z = SEE DESCRIPTION
 TU3129_SETTING: 0 = UNSPECIFIED SETTING
 TU3129
 TU3129  HISTORY     - Date     Condition        Report By
 TU3129  HISTORY     - 1962     MONUMENTED       CGS
 TU3129
 TU3129                          STATION DESCRIPTION
 TU3129
 TU3129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (ALW)
 TU3129'THE STATION IS LOCATED ON THE WEST SIDE OF THE CRESCENT SHAPED
 TU3129'VOLCANIC CONE KNOWN AS MOLOKINI ISLAND, IN THE SOUTHWEST CORNER
 TU3129'OF A BLOCK OF CONCRETE USED AS A BASE FOR A DERRICK, ABOUT 15
 TU3129'METERS SOUTH OF THE NORTHWEST TIP OF THE ISLAND, AND 106 METERS
 TU3129'NORTHWEST OF THE EAST END OF A CONCRETE GROIN.  IT IS A STANDARD
 TU3129'TRIANGULATION DISK STAMPED WEST POINT 1962, SET IN CONCRETE IN A
 TU3129'DRILL HOLE IN A BLOCK OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1564 ***********************************************************************
 TU1564  DESIGNATION -  WEST RADIO TOWER
 TU1564  PID         -  TU1564
 TU1564  STATE/COUNTY-  HI/HONOLULU
 TU1564  USGS QUAD   -  KAENA (1983)
 TU1564
 TU1564                         *CURRENT SURVEY CONTROL
 TU1564  ___________________________________________________________________
 TU1564* NAD 83(1993)-  21 34 38.93776(N)    158 13 28.52507(W)     ADJUSTED  
 TU1564* LOCAL TIDAL -                                                        
 TU1564  ___________________________________________________________________
 TU1564  EPOCH DATE  -        1993.62
 TU1564  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 TU1564  GEOID HEIGHT-          14.69  (meters)                     GEOID03
 TU1564
 TU1564  HORZ ORDER  -  THIRD
 TU1564
 TU1564.The horizontal coordinates were established by classical geodetic methods
 TU1564.and adjusted by the National Geodetic Survey in December 1998..
 TU1564.The horizontal coordinates are valid at the epoch date displayed above.
 TU1564.The epoch date for horizontal control is a decimal equivalence
 TU1564.of Year/Month/Day.
 TU1564
 TU1564
 TU1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1564
 TU1564.The geoid height was determined by GEOID03.
 TU1564
 TU1564;                    North         East     Units Scale Factor Converg.
 TU1564;SPC HI 3     -    45,502.644   476,740.442   MT  0.99999668   -0 04 57.3
 TU1564;UTM  04      - 2,386,261.190   580,275.167   MT  0.99967963   +0 17 06.6
 TU1564
 TU1564                          SUPERSEDED SURVEY CONTROL
 TU1564
 TU1564  NAD 83(1986)-  21 34 38.88805(N)    158 13 28.53736(W) AD(       ) 4
 TU1564  OLD HI      -  21 34 50.27200(N)    158 13 38.47400(W) AD(       ) 3
 TU1564
 TU1564.Superseded values are not recommended for survey control.
 TU1564.NGS no longer adjusts projects to the OLD HI datum.
 TU1564.See file dsdata.txt to determine how the superseded data were derived.
 TU1564
 TU1564_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8027586261(NAD 83)
 TU1564
 TU1564  HISTORY     - Date     Condition        Report By
 TU1564  HISTORY     - UNK      MONUMENTED
 TU1564  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1564
 TU1564                          STATION DESCRIPTION
 TU1564
 TU1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1564'THE OLD, DOLLAR RADIO STATION HAS BEEN ABANDONED AND THE RADIO
 TU1564'TOWER HAS BEEN REMOVED.  THE RED BRICK BUILDING OF THE RADIO
 TU1564'STATION IS STILL STANDING.
 TU1564'
 TU1564'STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0241 ***********************************************************************
 TU0241  DESIGNATION -  WEST SHORE
 TU0241  PID         -  TU0241
 TU0241  STATE/COUNTY-  HI/MAUI
 TU0241  USGS QUAD   -  WAILUKU (1997)
 TU0241
 TU0241                         *CURRENT SURVEY CONTROL
 TU0241  ___________________________________________________________________
 TU0241* NAD 83(1986)-  20 53 29.     (N)    156 28 30.     (W)     SCALED    
 TU0241* LOCAL TIDAL -         2.341  (meters)       7.68   (feet)  ADJ UNCH  
 TU0241  ___________________________________________________________________
 TU0241  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU0241
 TU0241  VERT ORDER  -  FIRST     CLASS II
 TU0241
 TU0241.The horizontal coordinates were scaled from a topographic map and have
 TU0241.an estimated accuracy of +/- 6 seconds.
 TU0241
 TU0241.The orthometric height was key entered from printed documents
 TU0241.and not key verified.
 TU0241
 TU0241.The geoid height was determined by GEOID03.
 TU0241
 TU0241;                    North         East    Units  Estimated Accuracy
 TU0241;SPC HI 2     -    61,790.      519,940.      MT  (+/- 180 meters Scaled)
 TU0241
 TU0241                          SUPERSEDED SURVEY CONTROL
 TU0241
 TU0241.No superseded survey control is available for this station.
 TU0241
 TU0241_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ626121(NAD 83)
 TU0241_MARKER: DS = TRIANGULATION STATION DISK
 TU0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0241_STAMPING: WEST SHORE
 TU0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0241+STABILITY: SURFACE MOTION
 TU0241
 TU0241  HISTORY     - Date     Condition        Report By
 TU0241  HISTORY     - UNK      MONUMENTED       DOD
 TU0241  HISTORY     - 1968     MARK NOT FOUND   NGS
 TU0241  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0241
 TU0241                          STATION DESCRIPTION
 TU0241
 TU0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0241'IN KAHULUI.
 TU0241'LOCATED ON OLD ROAD AT WEST SIDE OF KAHULUI HARBOR, 18 FEET NORTHEAST
 TU0241'OF THE CENTER OF THE HIGHWAY AND 54 FEET EAST OF POWER POLE NO.17.  A
 TU0241'BRONZE DISK SET IN A 1 FOOT SQUARE CONCRETE POST FLUSH WITH THE
 TU0241'GROUND.  NOTE-- THE ROAD SHOULDER ALONG NORTH SIDE OF THE OLD ROAD HAS
 TU0241'BEEN WORN AWAY CONSIDERABLY.
 TU0241
 TU0241                          STATION RECOVERY (1981)
 TU0241
 TU0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2549 ***********************************************************************
 TU2549  DESIGNATION -  WEST TANK 1948
 TU2549  PID         -  TU2549
 TU2549  STATE/COUNTY-  HI/HAWAII
 TU2549  USGS QUAD   -  MAKAHALAU (1981)
 TU2549
 TU2549                         *CURRENT SURVEY CONTROL
 TU2549  ___________________________________________________________________
 TU2549* NAD 83(1993)-  19 58 53.48961(N)    155 33 53.60611(W)     ADJUSTED  
 TU2549* LOCAL TIDAL -      1236.9    (meters)    4058.     (feet)  VERT ANG  
 TU2549  ___________________________________________________________________
 TU2549  EPOCH DATE  -        1993.62
 TU2549  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 TU2549  GEOID HEIGHT-          23.53  (meters)                     GEOID03
 TU2549
 TU2549  HORZ ORDER  -  SECOND
 TU2549
 TU2549.The horizontal coordinates were established by classical geodetic methods
 TU2549.and adjusted by the National Geodetic Survey in December 1998..
 TU2549.The horizontal coordinates are valid at the epoch date displayed above.
 TU2549.The epoch date for horizontal control is a decimal equivalence
 TU2549.of Year/Month/Day.
 TU2549
 TU2549.The orthometric height was determined by vertical angle observations.
 TU2549
 TU2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2549
 TU2549.The geoid height was determined by GEOID03.
 TU2549
 TU2549;                    North         East     Units Scale Factor Converg.
 TU2549;SPC HI 1     -   127,098.454   493,208.823   MT  0.99996724   -0 01 19.8
 TU2549;UTM  05      - 2,211,490.716   231,598.567   MT  1.00049049   -0 52 37.2
 TU2549
 TU2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU2549!SPC HI 1     -   0.99980191  x   0.99996724  =   0.99976916
 TU2549!UTM  05      -   0.99980191  x   1.00049049  =   1.00029230
 TU2549
 TU2549                          SUPERSEDED SURVEY CONTROL
 TU2549
 TU2549  NAD 83(1986)-  19 58 53.46623(N)    155 33 53.61628(W) AD(       ) 2
 TU2549  OLD HI      -  19 59 04.47000(N)    155 34 03.62000(W) AD(       ) 2
 TU2549
 TU2549.Superseded values are not recommended for survey control.
 TU2549.NGS no longer adjusts projects to the OLD HI datum.
 TU2549.See file dsdata.txt to determine how the superseded data were derived.
 TU2549
 TU2549_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC3159911491(NAD 83)
 TU2549
 TU2549  HISTORY     - Date     Condition        Report By
 TU2549  HISTORY     - 1948     MONUMENTED       CGS
 TU2549
 TU2549                          STATION DESCRIPTION
 TU2549
 TU2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 TU2549'SEE STATION PUU IO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3045 ***********************************************************************
 TU3045  DESIGNATION -  WEST WESTERN OF 2 STACKS
 TU3045  PID         -  TU3045
 TU3045  STATE/COUNTY-  HI/MAUI
 TU3045  USGS QUAD   -  PAIA (1997)
 TU3045
 TU3045                         *CURRENT SURVEY CONTROL
 TU3045  ___________________________________________________________________
 TU3045* NAD 83(1993)-  20 52 43.29741(N)    156 26 47.76365(W)     ADJUSTED  
 TU3045* LOCAL TIDAL -                                                        
 TU3045  ___________________________________________________________________
 TU3045  EPOCH DATE  -        1993.62
 TU3045  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 TU3045  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU3045
 TU3045  HORZ ORDER  -  THIRD
 TU3045
 TU3045.The horizontal coordinates were established by classical geodetic methods
 TU3045.and adjusted by the National Geodetic Survey in December 1998..
 TU3045.The horizontal coordinates are valid at the epoch date displayed above.
 TU3045.The epoch date for horizontal control is a decimal equivalence
 TU3045.of Year/Month/Day.
 TU3045
 TU3045
 TU3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3045
 TU3045.The geoid height was determined by GEOID03.
 TU3045
 TU3045;                    North         East     Units Scale Factor Converg.
 TU3045;SPC HI 2     -    60,391.574   522,898.029   MT  0.99997314   +0 04 42.3
 TU3045;UTM  04      - 2,310,833.030   765,651.592   MT  1.00047221   +0 54 38.0
 TU3045
 TU3045                          SUPERSEDED SURVEY CONTROL
 TU3045
 TU3045  NAD 83(1986)-  20 52 43.25782(N)    156 26 47.75111(W) AD(       ) 4
 TU3045  OLD HI      -  20 52 54.76000(N)    156 26 57.93000(W) AD(       ) 3
 TU3045
 TU3045.Superseded values are not recommended for survey control.
 TU3045.NGS no longer adjusts projects to the OLD HI datum.
 TU3045.See file dsdata.txt to determine how the superseded data were derived.
 TU3045
 TU3045_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ6565210833(NAD 83)
 TU3045
 TU3045  HISTORY     - Date     Condition        Report By
 TU3045  HISTORY     - UNK      MONUMENTED
 TU3045  HISTORY     - 1929     SEE DESCRIPTION  CGS
 TU3045
 TU3045                          STATION DESCRIPTION
 TU3045
 TU3045'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (KTA)
 TU3045'THE STACK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1591 ***********************************************************************
 TU1591  DESIGNATION -  WET 1932
 TU1591  PID         -  TU1591
 TU1591  STATE/COUNTY-  HI/HONOLULU
 TU1591  USGS QUAD   -  KAENA (1983)
 TU1591
 TU1591                         *CURRENT SURVEY CONTROL
 TU1591  ___________________________________________________________________
 TU1591* NAD 83(1993)-  21 34 47.41605(N)    158 15 07.20803(W)     ADJUSTED  
 TU1591* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1591  ___________________________________________________________________
 TU1591  EPOCH DATE  -        1993.62
 TU1591  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 TU1591  GEOID HEIGHT-          14.55  (meters)                     GEOID03
 TU1591
 TU1591  HORZ ORDER  -  THIRD
 TU1591
 TU1591.The horizontal coordinates were established by classical geodetic methods
 TU1591.and adjusted by the National Geodetic Survey in December 1998..
 TU1591.The horizontal coordinates are valid at the epoch date displayed above.
 TU1591.The epoch date for horizontal control is a decimal equivalence
 TU1591.of Year/Month/Day.
 TU1591
 TU1591.The orthometric height was scaled from a topographic map.
 TU1591
 TU1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1591
 TU1591.The geoid height was determined by GEOID03.
 TU1591
 TU1591;                    North         East     Units Scale Factor Converg.
 TU1591;SPC HI 3     -    45,767.750   473,901.950   MT  0.99999841   -0 05 33.7
 TU1591;UTM  04      - 2,386,507.991   577,435.943   MT  0.99967409   +0 16 30.5
 TU1591
 TU1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1591!SPC HI 3     -   0.99999740  x   0.99999841  =   0.99999581
 TU1591!UTM  04      -   0.99999740  x   0.99967409  =   0.99967149
 TU1591
 TU1591                          SUPERSEDED SURVEY CONTROL
 TU1591
 TU1591  NAD 83(1986)-  21 34 47.36579(N)    158 15 07.22065(W) AD(       ) 3
 TU1591  OLD HI      -  21 34 58.75600(N)    158 15 17.16700(W) AD(       ) 3
 TU1591
 TU1591.Superseded values are not recommended for survey control.
 TU1591.NGS no longer adjusts projects to the OLD HI datum.
 TU1591.See file dsdata.txt to determine how the superseded data were derived.
 TU1591
 TU1591_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ7743686508(NAD 83)
 TU1591_MARKER: Z = SEE DESCRIPTION
 TU1591_SETTING: 0 = UNSPECIFIED SETTING
 TU1591
 TU1591  HISTORY     - Date     Condition        Report By
 TU1591  HISTORY     - 1932     MONUMENTED       CGS
 TU1591  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1591  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1591
 TU1591                          STATION DESCRIPTION
 TU1591
 TU1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1591'1.8 MILES E OF KAENA POINT, 300 METERS W OF THE MOUTH OF THE
 TU1591'STREAM FROM MANINI GULCH, ON AN OFFSHORE ROCK ABOUT 10 FEET
 TU1591'IN DIAMETER, AND ABOUT 3 FEET ABOVE HIGH WATER.  A FLAT CORAL
 TU1591'REEF, COVERED AT HIGH WATER, EXTENDS OUT FROM SHORE PAST THE
 TU1591'STATION.  CAN BE OCCUPIED AT LOW WATER.
 TU1591'
 TU1591'STATION AND REFERENCE MARK ARE STANDARD DISKS SET IN CONCRETE
 TU1591'IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 TU1591'
 TU1591'REFERENCE MARK IS 54.60 FEET DISTANT FROM STATION IN AZIMUTH
 TU1591'353 DEG.
 TU1591
 TU1591                          STATION RECOVERY (1945)
 TU1591
 TU1591'RECOVERY NOTE BY US ARMY 1945
 TU1591'1.8 MILES E OF KAENA POINT, 300 METERS W OF MOUTH OF STREAM FROM
 TU1591'MANINI GULCH, ON AN OFFSHORE ROCK ABOUT 10 FEET IN DIAMETER
 TU1591'AND 3 FEET ABOVE HIGH WATER.  IT IS ABOUT 100 YARDS NW OF A
 TU1591'CONCRETE PILL BOX.  A FLAT CORAL REEF, COVERED AT HIGH
 TU1591'WATER, EXTENDS OUT FROM SHORE PAST STATION.  CAN BE OCCUPIED AT
 TU1591'LOW WATER.  MARK IS IN GOOD CONDITION.
 TU1591'
 TU1591'R. M. 1 IS IN GOOD CONDITION AND AS DESCRIBED.
 TU1591
 TU1591                          STATION RECOVERY (1964)
 TU1591
 TU1591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1591'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE
 TU1591'MARK IS GONE.  IT IS BELIEVED THAT WAVE ACTION HAS ERODED THE
 TU1591'ROCK IN WHICH IT WAS SET, FROM THE CORAL LEDGE.  NO NEW REFERENCE
 TU1591'MARKS WERE SET BECAUSE OF THE INACCESSIBILITY OF THE STATION.  A
 TU1591'COMPLETE DESCRIPTION FOLLOWS--
 TU1591'
 TU1591'STATION IS LOCATED ALONG NORTH COAST OF OAHU, ABOUT 1-1/4 MILES
 TU1591'WEST OF CAMP ERDMAN AND 1.6 MILES EAST OF KAENA POINT, ON A
 TU1591'BLACK FORMATION OF BOULDERS THAT SETS ON A CORAL REEF, ABOUT 100
 TU1591'YARDS OUT FROM SHORELINE.
 TU1591'
 TU1591'TO REACH STATION FROM THE OVERPASS AT WAIALUA, GO WEST ON
 TU1591'FARRINGTON HIGHWAY FOR 7.0 MILES TO CAMP ERDMAN.  CONTINUE WEST
 TU1591'ON THE HIGHWAY (WHICH BECOMES ROUGH DIRT ROAD) FOR 2.0 MILES.  TURN
 TU1591'RIGHT, ON OLD TRACK ROAD BETWEEN POWER POLES NO. 256 AND NO. 257
 TU1591'AND GO 0.1 MILE TO SHORELINE BLUFF OVERLOOKING STATION.
 TU1591'
 TU1591'STATION MARK IS A STANDARD DISK STAMPED WET 1932, CEMENTED
 TU1591'IN A DRILL HOLE IN A 3-FOOT-DIAMETER BOULDER NEAR THE NORTHEAST
 TU1591'END OF THE 8 X 16-FOOT FORMATION.  IT IS 3 FEET NORTHEAST OF THE
 TU1591'HIGHEST ROCK IN THE FORMATION.  THE FORMATION EXTENDS ABOUT 4-1/2
 TU1591'FEET ABOVE THE CORAL REEF.  THE REEF IS UNDER WATER EXCEPT AT
 TU1591'VERY LOW TIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3163 ***********************************************************************
 TU3163  DESIGNATION -  WET 2
 TU3163  PID         -  TU3163
 TU3163  STATE/COUNTY-  HI/MAUI
 TU3163  USGS QUAD   -  
 TU3163
 TU3163                         *CURRENT SURVEY CONTROL
 TU3163  ___________________________________________________________________
 TU3163* NAD 83(1993)-  20 34 45.66550(N)    156 37 24.55555(W)     ADJUSTED  
 TU3163* LOCAL TIDAL -        16.0    (meters)      52.     (feet)  VERT ANG  
 TU3163  ___________________________________________________________________
 TU3163  EPOCH DATE  -        1993.62
 TU3163  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 TU3163  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU3163
 TU3163  HORZ ORDER  -  SECOND
 TU3163
 TU3163.The horizontal coordinates were established by classical geodetic methods
 TU3163.and adjusted by the National Geodetic Survey in December 1998..
 TU3163.The horizontal coordinates are valid at the epoch date displayed above.
 TU3163.The epoch date for horizontal control is a decimal equivalence
 TU3163.of Year/Month/Day.
 TU3163
 TU3163.The orthometric height was determined by vertical angle observations.
 TU3163
 TU3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3163
 TU3163.The geoid height was determined by GEOID03.
 TU3163
 TU3163;                    North         East     Units Scale Factor Converg.
 TU3163;SPC HI 2     -    27,236.372   504,501.647   MT  0.99996692   +0 00 54.6
 TU3163;UTM  04      - 2,277,401.077   747,727.315   MT  1.00035850   +0 50 08.8
 TU3163
 TU3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3163!SPC HI 2     -   0.99999499  x   0.99996692  =   0.99996191
 TU3163!UTM  04      -   0.99999499  x   1.00035850  =   1.00035348
 TU3163
 TU3163|---------------------------------------------------------------------|
 TU3163| PID    Reference Object                     Distance      Geod. Az  |
 TU3163|                                                           dddmmss.s |
 TU3163| CN6242 WET 2 RM 1                           14.140 METERS 07714     |
 TU3163| CN6243 WET 2 RM 2                            8.203 METERS 19814     |
 TU3163| TU3181 COB 2                               APPROX. 4.1 KM 2141057.4 |
 TU3163|---------------------------------------------------------------------|
 TU3163
 TU3163                          SUPERSEDED SURVEY CONTROL
 TU3163
 TU3163  NAD 83(1986)-  20 34 45.64458(N)    156 37 24.54297(W) AD(       ) 2
 TU3163  OLD HI      -  20 34 57.10300(N)    156 37 34.70680(W) AD(       ) 2
 TU3163
 TU3163.Superseded values are not recommended for survey control.
 TU3163.NGS no longer adjusts projects to the OLD HI datum.
 TU3163.See file dsdata.txt to determine how the superseded data were derived.
 TU3163
 TU3163_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH4772777401(NAD 83)
 TU3163_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3163_SETTING: 66 = SET IN ROCK OUTCROP
 TU3163
 TU3163  HISTORY     - Date     Condition        Report By
 TU3163  HISTORY     - 1963     MONUMENTED       CGS
 TU3163
 TU3163                          STATION DESCRIPTION
 TU3163
 TU3163'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (HJS)
 TU3163'STATION IS LOCATED ON A SMALL POINT ON THE NORTH SHORE OF
 TU3163'KAHOOLAWE ISLAND.  THE STATION IS 1300 METERS NORTHEAST OF AHUPU
 TU3163'BAY, 2200 METERS SOUTHWEST OF KUHEIA BAY, AND 400 METERS NORTHEAST
 TU3163'OF THE BOTTOM OF KAUKAMOKU GULCH.  THE MARK IS LOCATED 60 FEET
 TU3163'SOUTH OF AND 30 FEET ABOVE THE HWL ON THE EDGE OF A ROCKY KNOLL
 TU3163'ABOUT 50 FEET INLAND FROM THE TOP OF THE 20 FOOT BLUFF FORMING
 TU3163'THE GENERAL SHORELINE ON THIS POINT.  WET2 IS LOCATED 109.6
 TU3163'FEET SOUTHEAST OF FORMER STATION WET WHICH IS LOCATED ON THE
 TU3163'EXTREME PART OF THE POINT, 10 FEET FROM THE EDGE OF THE BLUFF,
 TU3163'AND MARKED BY A POLE SUPPORTED BY A PILE OF ROCKS.
 TU3163'
 TU3163'STATION MARK IS STAMPED WET2 1963, AND SET WITH CONCRETE IN A
 TU3163'DRILL HOLE IN A PATCH OF EXPOSED BEDROCK 4 FEET IN DIAMETER AND
 TU3163'LEVEL WITH SURROUNDING GROUND.  NO UNDERGROUND OR WITNESS MARKS
 TU3163'WERE ESTABLISHED.
 TU3163'
 TU3163'REFERENCE MARK 1 IS A STANDARD DISC STAMPED WET2 1963 NO 1 SET
 TU3163'WITH CONCRETE IN A DRILL HOLE IN A LARGE ROCK ON THE EDGE OF THE
 TU3163'SAME KNOLL APPROXIMATELY LEVEL WITH THE STATION.
 TU3163'
 TU3163'REFERENCE MARK 2 IS A STANDARD DISC STAMPED WET2 1963 NO 2.  THE
 TU3163'MARK IS DIRECTLY INLAND OF THE STATION AND SET WITH CONCRETE IN
 TU3163'BEDROCK LEVEL WITH SURROUNDING GROUND AND APPROXIMATELY LEVEL
 TU3163'WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1841 ***********************************************************************
 TU1841  DESIGNATION -  WHARF
 TU1841  PID         -  TU1841
 TU1841  STATE/COUNTY-  HI/KAUAI
 TU1841  USGS QUAD   -  KEKAHA (1983)
 TU1841
 TU1841                         *CURRENT SURVEY CONTROL
 TU1841  ___________________________________________________________________
 TU1841* NAD 83(1993)-  21 57 13.52938(N)    159 40 14.09233(W)     ADJUSTED  
 TU1841* LOCAL TIDAL -         0.     (meters)       0.     (feet)  SCALED    
 TU1841  ___________________________________________________________________
 TU1841  EPOCH DATE  -        1993.62
 TU1841  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 TU1841  GEOID HEIGHT-          16.13  (meters)                     GEOID03
 TU1841
 TU1841  HORZ ORDER  -  THIRD
 TU1841
 TU1841.The horizontal coordinates were established by classical geodetic methods
 TU1841.and adjusted by the National Geodetic Survey in December 1998..
 TU1841.The horizontal coordinates are valid at the epoch date displayed above.
 TU1841.The epoch date for horizontal control is a decimal equivalence
 TU1841.of Year/Month/Day.
 TU1841
 TU1841.The orthometric height was scaled from a topographic map.
 TU1841
 TU1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1841
 TU1841.The geoid height was determined by GEOID03.
 TU1841
 TU1841;                    North         East     Units Scale Factor Converg.
 TU1841;SPC HI 4     -    13,344.174   482,379.871   MT  0.99999383   -0 03 49.6
 TU1841;UTM  04      - 2,427,860.139   430,758.477   MT  0.99965924   -0 15 02.6
 TU1841
 TU1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1841!SPC HI 4     -   0.99999746  x   0.99999383  =   0.99999129
 TU1841!UTM  04      -   0.99999746  x   0.99965924  =   0.99965671
 TU1841
 TU1841:                Primary Azimuth Mark                     Grid Az
 TU1841:SPC HI 4     -  MAKEWELI MILL CHIMNEY                    133 58 18.5
 TU1841:UTM  04      -  MAKEWELI MILL CHIMNEY                    134 09 31.5
 TU1841
 TU1841|---------------------------------------------------------------------|
 TU1841| PID    Reference Object                     Distance      Geod. Az  |
 TU1841|                                                           dddmmss.s |
 TU1841| TU1827 MAKEWELI MILL CHIMNEY               APPROX. 5.8 KM 1335428.9 |
 TU1841| TU1837 ROCKY                               APPROX. 0.8 KM 1342937.1 |
 TU1841| TU1832 HERD                                APPROX. 1.5 KM 1384152.3 |
 TU1841| TU1851 KEKAHA MILL CHIMNEY                 APPROX. 4.4 KM 2904916.8 |
 TU1841| TU1844 TALL TREE                           434.669 METERS 3085437.3 |
 TU1841| TU1843 FLOOD                               APPROX. 1.7 KM 3520646.3 |
 TU1841|---------------------------------------------------------------------|
 TU1841
 TU1841                          SUPERSEDED SURVEY CONTROL
 TU1841
 TU1841  NAD 83(1986)-  21 57 13.49457(N)    159 40 14.11090(W) AD(       ) 3
 TU1841  OLD HI      -  21 57 24.52000(N)    159 40 24.07000(W) AD(       ) 3
 TU1841
 TU1841.Superseded values are not recommended for survey control.
 TU1841.NGS no longer adjusts projects to the OLD HI datum.
 TU1841.See file dsdata.txt to determine how the superseded data were derived.
 TU1841
 TU1841_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK3075827860(NAD 83)
 TU1841
 TU1841  HISTORY     - Date     Condition        Report By
 TU1841  HISTORY     - 1926     MONUMENTED       CGS
 TU1841  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1841
 TU1841                          STATION DESCRIPTION
 TU1841
 TU1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1841'ON THE SOUTH COAST OF KAUAI, AT WAIMEA, BEING THE INSHORE GABLE
 TU1841'OF THE SHED ON THE WHARF.
 TU1841
 TU1841                          STATION RECOVERY (1965)
 TU1841
 TU1841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1841'THE OLD WAIMEA WHARF IS STILL STANDING, HOWEVER THE SHED HAS
 TU1841'BEEN REMOVED SO STATION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3428 ***********************************************************************
 TU3428  DESIGNATION -  WHARF
 TU3428  PID         -  TU3428
 TU3428  STATE/COUNTY-  HI/MAUI
 TU3428  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3428
 TU3428                         *CURRENT SURVEY CONTROL
 TU3428  ___________________________________________________________________
 TU3428* NAD 83(1993)-  21 05 20.91677(N)    157 11 37.95366(W)     ADJUSTED  
 TU3428* LOCAL TIDAL -                                                        
 TU3428  ___________________________________________________________________
 TU3428  EPOCH DATE  -        1993.62
 TU3428  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 TU3428  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU3428
 TU3428  HORZ ORDER  -  THIRD
 TU3428
 TU3428.The horizontal coordinates were established by classical geodetic methods
 TU3428.and adjusted by the National Geodetic Survey in December 1998..
 TU3428.The horizontal coordinates are valid at the epoch date displayed above.
 TU3428.The epoch date for horizontal control is a decimal equivalence
 TU3428.of Year/Month/Day.
 TU3428
 TU3428
 TU3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3428
 TU3428.The geoid height was determined by GEOID03.
 TU3428
 TU3428;                    North         East     Units Scale Factor Converg.
 TU3428;SPC HI 2     -    83,766.148   445,219.693   MT  1.00000374   -0 11 22.9
 TU3428;UTM  04      - 2,333,077.738   687,619.829   MT  1.00003502   +0 39 00.3
 TU3428
 TU3428                          SUPERSEDED SURVEY CONTROL
 TU3428
 TU3428  NAD 83(1986)-  21 05 20.87258(N)    157 11 37.90842(W) AD(       ) 4
 TU3428  OLD HI      -  21 05 32.26300(N)    157 11 48.04700(W) AD(       ) 3
 TU3428
 TU3428.Superseded values are not recommended for survey control.
 TU3428.NGS no longer adjusts projects to the OLD HI datum.
 TU3428.See file dsdata.txt to determine how the superseded data were derived.
 TU3428
 TU3428_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8762033078(NAD 83)
 TU3428
 TU3428  HISTORY     - Date     Condition        Report By
 TU3428  HISTORY     - 1925     MONUMENTED       CGS
 TU3428  HISTORY     - 1931     SEE DESCRIPTION  CGS
 TU3428  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3428
 TU3428                          STATION DESCRIPTION
 TU3428
 TU3428'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3428'ON SOUTHWEST COAST OF MOLOKAI, AT KOLO, A POLE ERECTED
 TU3428'AGAINST THE FACE OF THE LIBBY-MC NEILL DOCK.  THE EXACT LOCATION
 TU3428'WAS ON THE OUTER OR EAST-AND-WEST FACE OF THE DOCK, FLUSH
 TU3428'AGAINST THE EAST SIDE OF A PILE AT A DISTANCE OF 6.0 METERS
 TU3428'FROM THE WEST FACE OF THE DOCK.
 TU3428
 TU3428                          STATION RECOVERY (1931)
 TU3428
 TU3428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3428'THE POLE MARKING THE STATION WAS NOT RECOVERED, BUT THE DOCK IS
 TU3428'STILL IN GOOD CONDITION, AND THE APPROXIMATE POINT WAS USED.
 TU3428
 TU3428                          STATION RECOVERY (1962)
 TU3428
 TU3428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3428'STATION HAS BEEN DESTROYED.  THE OUTER SECTION OF THE WHARF
 TU3428'WHERE THE STATION WAS LOCATED IS NOW IN RUINS AND ONLY SCATTERED
 TU3428'PILING REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3198 ***********************************************************************
 TU3198  DESIGNATION -  WHARF 1931
 TU3198  PID         -  TU3198
 TU3198  STATE/COUNTY-  HI/MAUI
 TU3198  USGS QUAD   -  
 TU3198
 TU3198                         *CURRENT SURVEY CONTROL
 TU3198  ___________________________________________________________________
 TU3198* NAD 83(1993)-  20 49 49.12163(N)    156 48 40.43409(W)     ADJUSTED  
 TU3198* LOCAL TIDAL -                                                        
 TU3198  ___________________________________________________________________
 TU3198  EPOCH DATE  -        1993.62
 TU3198  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 TU3198  GEOID HEIGHT-          16.22  (meters)                     GEOID03
 TU3198
 TU3198  HORZ ORDER  -  THIRD
 TU3198
 TU3198.The horizontal coordinates were established by classical geodetic methods
 TU3198.and adjusted by the National Geodetic Survey in December 1998..
 TU3198.The horizontal coordinates are valid at the epoch date displayed above.
 TU3198.The epoch date for horizontal control is a decimal equivalence
 TU3198.of Year/Month/Day.
 TU3198
 TU3198
 TU3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3198
 TU3198.The geoid height was determined by GEOID03.
 TU3198
 TU3198;                    North         East     Units Scale Factor Converg.
 TU3198;SPC HI 2     -    55,026.193   484,953.084   MT  0.99996946   -0 03 05.1
 TU3198;UTM  04      - 2,304,915.551   727,773.870   MT  1.00024120   +0 46 43.2
 TU3198
 TU3198                          SUPERSEDED SURVEY CONTROL
 TU3198
 TU3198  NAD 83(1986)-  20 49 49.06122(N)    156 48 40.39830(W) AD(       ) 4
 TU3198  OLD HI      -  20 50 00.44100(N)    156 48 50.55500(W) AD(       ) 3
 TU3198
 TU3198.Superseded values are not recommended for survey control.
 TU3198.NGS no longer adjusts projects to the OLD HI datum.
 TU3198.See file dsdata.txt to determine how the superseded data were derived.
 TU3198
 TU3198_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2777404916(NAD 83)
 TU3198
 TU3198  HISTORY     - Date     Condition        Report By
 TU3198  HISTORY     - 1931     MONUMENTED       CGS
 TU3198  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3198
 TU3198                          STATION DESCRIPTION
 TU3198
 TU3198'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3198'STATION IS THE NE CORNER POST OF AN OLD WOODEN WHARF AT HALEPALAOA
 TU3198'ON THE E COAST OF LANAI ISLAND.  IT WAS LOCATED BY A MEASURED
 TU3198'DISTANCE AND AZIMUTH FROM BEACH.  THE WHARF IS IN FAIR
 TU3198'CONDITION.  THERE IS AN OLD WAREHOUSE CLOSE BY THE INSHORE END OF
 TU3198'THE WHARF.
 TU3198
 TU3198                          STATION RECOVERY (1962)
 TU3198
 TU3198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3198'STATION IS GONE.  ALL THAT REMAINS OF THE OLD HALEPALAOA WHARF IS
 TU3198'3 SETS OF STONE PILINGS.  ALL DECKING AND SUPERSTRUCTURE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1621 ***********************************************************************
 TU1621  DESIGNATION -  WHEELER AFB AFCS REC FAC TOWER
 TU1621  PID         -  TU1621
 TU1621  STATE/COUNTY-  HI/HONOLULU
 TU1621  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1621
 TU1621                         *CURRENT SURVEY CONTROL
 TU1621  ___________________________________________________________________
 TU1621* NAD 83(1993)-  21 28 37.38307(N)    158 02 03.83286(W)     ADJUSTED  
 TU1621* LOCAL TIDAL -                                                        
 TU1621  ___________________________________________________________________
 TU1621  EPOCH DATE  -        1993.62
 TU1621  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 TU1621  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1621
 TU1621  HORZ ORDER  -  THIRD
 TU1621
 TU1621.The horizontal coordinates were established by classical geodetic methods
 TU1621.and adjusted by the National Geodetic Survey in December 1998..
 TU1621.The horizontal coordinates are valid at the epoch date displayed above.
 TU1621.The epoch date for horizontal control is a decimal equivalence
 TU1621.of Year/Month/Day.
 TU1621
 TU1621
 TU1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1621
 TU1621.The geoid height was determined by GEOID03.
 TU1621
 TU1621;                    North         East     Units Scale Factor Converg.
 TU1621;SPC HI 3     -    34,366.170   496,435.147   MT  0.99999016   -0 00 45.3
 TU1621;UTM  04      - 2,375,254.296   600,035.027   MT  0.99972365   +0 21 12.8
 TU1621
 TU1621                          SUPERSEDED SURVEY CONTROL
 TU1621
 TU1621  NAD 83(1986)-  21 28 37.33315(N)    158 02 03.84362(W) AD(       ) 4
 TU1621  OLD HI      -  21 28 48.74198(N)    158 02 13.73810(W) AD(       ) 3
 TU1621
 TU1621.Superseded values are not recommended for survey control.
 TU1621.NGS no longer adjusts projects to the OLD HI datum.
 TU1621.See file dsdata.txt to determine how the superseded data were derived.
 TU1621
 TU1621_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0003575254(NAD 83)
 TU1621
 TU1621  HISTORY     - Date     Condition        Report By
 TU1621  HISTORY     - 1969     MONUMENTED       CGS
 TU1621
 TU1621                          STATION DESCRIPTION
 TU1621
 TU1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1621'THE STATION IS THE RED LIGHT ON TOP OF THE TOWER, WHICH IS
 TU1621'LOCATED ON WHEELER AIR FORCE BASE ABOUT ONE MILE SOUTHWEST OF THE
 TU1621'GATE AND ON THE SOUTH SIDE OF THE MAIN RUNWAY.  IT IS A
 TU1621'RED-AND-WHITE FOUR-LEGGED TOWER WITH A SCREEN ON TOP, AND IS 90
 TU1621'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1623 ***********************************************************************
 TU1623  DESIGNATION -  WHEELER AFB CONTROL TOWER BCN
 TU1623  PID         -  TU1623
 TU1623  STATE/COUNTY-  HI/HONOLULU
 TU1623  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1623
 TU1623                         *CURRENT SURVEY CONTROL
 TU1623  ___________________________________________________________________
 TU1623* NAD 83(1993)-  21 28 53.67022(N)    158 02 32.18181(W)     ADJUSTED  
 TU1623* LOCAL TIDAL -                                                        
 TU1623  ___________________________________________________________________
 TU1623  EPOCH DATE  -        1993.62
 TU1623  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 TU1623  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU1623
 TU1623  HORZ ORDER  -  THIRD
 TU1623
 TU1623.The horizontal coordinates were established by classical geodetic methods
 TU1623.and adjusted by the National Geodetic Survey in December 1998..
 TU1623.The horizontal coordinates are valid at the epoch date displayed above.
 TU1623.The epoch date for horizontal control is a decimal equivalence
 TU1623.of Year/Month/Day.
 TU1623
 TU1623
 TU1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1623
 TU1623.The geoid height was determined by GEOID03.
 TU1623
 TU1623;                    North         East     Units Scale Factor Converg.
 TU1623;SPC HI 3     -    34,867.300   495,619.184   MT  0.99999024   -0 00 55.7
 TU1623;UTM  04      - 2,375,750.068   599,216.096   MT  0.99972164   +0 21 02.7
 TU1623
 TU1623                          SUPERSEDED SURVEY CONTROL
 TU1623
 TU1623  NAD 83(1986)-  21 28 53.62029(N)    158 02 32.19265(W) AD(       ) 4
 TU1623  OLD HI      -  21 29 05.02924(N)    158 02 42.08770(W) AD(       ) 3
 TU1623
 TU1623.Superseded values are not recommended for survey control.
 TU1623.NGS no longer adjusts projects to the OLD HI datum.
 TU1623.See file dsdata.txt to determine how the superseded data were derived.
 TU1623
 TU1623_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9921675750(NAD 83)
 TU1623
 TU1623  HISTORY     - Date     Condition        Report By
 TU1623  HISTORY     - 1969     MONUMENTED       CGS
 TU1623
 TU1623                          STATION DESCRIPTION
 TU1623
 TU1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1623'THE STATION IS THE BEACON ON TOP OF THE CONTROL TOWER, WHICH IS
 TU1623'LOCATED ON WHEELER AIR FORCE BASE ON THE NORTH EDGE OF THE MAIN
 TU1623'RUNWAY AT THE CENTER OF A LARGE HANGAR, ACROSS THE STREET FROM
 TU1623'THE COMMAND HEADQUARTERS BUILDING NUMBER 108.  THE CONTROL TOWER
 TU1623'IS A SMALL HOUSE PAINTED RED AND WHITE, WITH THE AIRPORT BEACON
 TU1623'ON TOP.  IT IS 60 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1636 ***********************************************************************
 TU1636  DESIGNATION -  WHIPP
 TU1636  PID         -  TU1636
 TU1636  STATE/COUNTY-  HI/HONOLULU
 TU1636  USGS QUAD   -  SCHOFIELD BARRACKS (1983)
 TU1636
 TU1636                         *CURRENT SURVEY CONTROL
 TU1636  ___________________________________________________________________
 TU1636* NAD 83(1993)-  21 22 26.03135(N)    158 05 57.36418(W)     ADJUSTED  
 TU1636* LOCAL TIDAL -       510.2    (meters)    1674.     (feet)  VERT ANG  
 TU1636  ___________________________________________________________________
 TU1636  EPOCH DATE  -        1993.62
 TU1636  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 TU1636  GEOID HEIGHT-          15.63  (meters)                     GEOID03
 TU1636
 TU1636  HORZ ORDER  -  SECOND
 TU1636
 TU1636.The horizontal coordinates were established by classical geodetic methods
 TU1636.and adjusted by the National Geodetic Survey in December 1998..
 TU1636.The horizontal coordinates are valid at the epoch date displayed above.
 TU1636.The epoch date for horizontal control is a decimal equivalence
 TU1636.of Year/Month/Day.
 TU1636
 TU1636.The orthometric height was determined by vertical angle observations.
 TU1636
 TU1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1636
 TU1636.The geoid height was determined by GEOID03.
 TU1636
 TU1636;                    North         East     Units Scale Factor Converg.
 TU1636;SPC HI 3     -    22,947.745   489,705.105   MT  0.99999131   -0 02 10.2
 TU1636;UTM  04      - 2,363,796.346   593,379.756   MT  0.99970775   +0 19 41.9
 TU1636
 TU1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1636!SPC HI 3     -   0.99991736  x   0.99999131  =   0.99990867
 TU1636!UTM  04      -   0.99991736  x   0.99970775  =   0.99962513
 TU1636
 TU1636|---------------------------------------------------------------------|
 TU1636| PID    Reference Object                     Distance      Geod. Az  |
 TU1636|                                                           dddmmss.s |
 TU1636| CJ9113 WHIPP RM 2                            6.010 METERS 00733     |
 TU1636| CJ9112 WHIPP RM 1                            6.649 METERS 07111     |
 TU1636| TU1646 KAPUAI NEW                          APPROX. 2.8 KM 0841103.3 |
 TU1636| TU1637 7289V5 1967                          21.806 METERS 32158     |
 TU1636|---------------------------------------------------------------------|
 TU1636
 TU1636                          SUPERSEDED SURVEY CONTROL
 TU1636
 TU1636  NAD 83(1986)-  21 22 25.98096(N)    158 05 57.37498(W) AD(       ) 2
 TU1636  OLD HI      -  21 22 37.33270(N)    158 06 07.25920(W) AD(       ) 2
 TU1636
 TU1636.Superseded values are not recommended for survey control.
 TU1636.NGS no longer adjusts projects to the OLD HI datum.
 TU1636.See file dsdata.txt to determine how the superseded data were derived.
 TU1636
 TU1636_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ9338063796(NAD 83)
 TU1636_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU1636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TU1636
 TU1636  HISTORY     - Date     Condition        Report By
 TU1636  HISTORY     - 1967     MONUMENTED       CGS
 TU1636  HISTORY     - 1973     SEE DESCRIPTION  NGS
 TU1636
 TU1636                          STATION DESCRIPTION
 TU1636
 TU1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (PCJ)
 TU1636'THE STATION IS LOCATED 5.8 MILES WEST OF WAIPAHU, 4.6 MILES
 TU1636'NORTHWEST OF EWA, 4 MILES NORTH OF THE MAIN GATE AT BARBERS
 TU1636'POINT NAVAL AIR STATION, ON THE SOUTHEAST SLOPE OF A LOW, BARE
 TU1636'HILL, NEAR A GREEN CONCRETE BLOCK BUILDING AND TWO COMPOUNDS
 TU1636'ENCLOSED BY A CHAIN-LINK FENCE.
 TU1636'
 TU1636'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75
 TU1636'AND 90 AT THE WEST EDGE OF WAIPAHU, GO WEST AND SOUTHWEST ON
 TU1636'STATE HIGHWAY 90 FOR 2.4 MILES TO A CROSSROAD AND SIGN,
 TU1636'TIMPERLINE.  TURN RIGHT AND GO NORTHWEST ON AN OILED ROAD FOR 0.7
 TU1636'MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE OILED ROAD UP
 TU1636'THE HILL FOR 4.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 TU1636'UPHILL FOR 0.6 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO
 TU1636'EAST, DOWNHILL, ALONG A TRACK ROAD FOR 0.25 MILE TO THE STATION AS
 TU1636'DESCRIBED.
 TU1636'
 TU1636'THE STATION MARK, A STANDARD DISK STAMPED WHIPP 1967, IS SET
 TU1636'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS SET
 TU1636'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 53 FEET EAST OF
 TU1636'THE SOUTHEAST CORNER OF THE LARGE FENCED ENCOSURE, 21 FEET
 TU1636'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SMALL FENCED ENCLOSURE
 TU1636'AND 20 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SMALL
 TU1636'ENCLOSURE.
 TU1636'
 TU1636'REFERENCE MARK NO. 1, A STANDARD DISK STAMEPD WHIPP NO 1 1967,
 TU1636'IS SET IN THE TOP OF A 13-INCH ROUND CONCRETE MONUMENT WHICH
 TU1636'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2.2
 TU1636'FEET EAST OF THE SOUTHEST CORNER OF THE SMALL FENCED ENCLOSURE.
 TU1636'
 TU1636'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED WHIPP NO 2 1967,
 TU1636'IS SET IN THE TOP OF A 13-INCH ROUND CONCRETE MONUMENT WHICH
 TU1636'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1.7
 TU1636'FEET WEST OF THE SOUTHWEST CORNER OF THE SMALL FENCED ENCLOSURE.
 TU1636
 TU1636                          STATION RECOVERY (1973)
 TU1636
 TU1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (GWP)
 TU1636'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 TU1636'IN GOOD CONDITION.  NO AZIMUTH MARK WAS FOUND DUE TO LACK OF
 TU1636'OLD DESCRIPTION FOR STATION.  BECAUSE OF THE LACK OF AN OLD
 TU1636'DESCRIPTION A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 TU1636'
 TU1636'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES NORTH OF THE
 TU1636'TOWN OF MAKAKILO ON A POINT OF LAND ABOUT HALF WAY UP THE SOUTH
 TU1636'FACE OF THE WAIANAIE MOUNTAIN RANGE, ON PROPERTY OWNED BY THE
 TU1636'TONGG RANCH INC.  PHONE NO 538-6781.
 TU1636'
 TU1636'TO REACH FROM THE JUNCTION OF HIGHWAY 90 AND HIGHWAY 75 AT THE
 TU1636'WEST EDGE OF WAIPAHU, GO WESTERLY ON HIGHWAY 90 FOR 1.9 MILES TO
 TU1636'A CROSSROADS AND A SIGN, TIMBERLINE.  TURN RIGHT AND GO WEST ON
 TU1636'TIMBERLINE ROAD FOR 0.5 MILE TO A Y-FORK.  TAKE THE LEFT FORK
 TU1636'AND GO WEST FOR 0.15 MILE TO A CROSSROADS AND THREE LOCKED
 TU1636'GATES.  PASS THRU THE CENTER LOCKED GATE, (COMBINATION TO LOCK
 TU1636'9884), AND CONTINUE AHEAD, WESTERLY ON A PAVED ROAD FOR 3.85
 TU1636'MILES TO A FORK AND A SIGN, HQS HI NATL. GUARD.  TAKE THE RIGHT
 TU1636'FORK, UPHILL, AND GO NORTH FOR 0.65 MILE TO A FORK.  TAKE THE
 TU1636'RIGHT FORK, AND GO EAST FOR 0.3 MILE TO THE END OF THE ROAD
 TU1636'AND THE STATION AS DESCRIBED.
 TU1636'
 TU1636'STATION MARK IS A STANDARD DISK STAMPED WHIPP 1967, SET IN THE
 TU1636'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 TU1636'WITH THE GROUND SURFACE.  IT IS 19.6 FEET WEST-SOUTHWEST OF THE
 TU1636'SOUTHWEST CORNER OF A CYCLONE FENCE ENCLOSURE, 21 FEET SOUTHWEST
 TU1636'OF THE SOUTHEAST CORNER OF THE CYCLONE FENCE ENCLOSURE, AND 53
 TU1636'FEET SOUTH-SOUTHEAST OF A LARGER CYCLONE FENCE ENCLOSURE.
 TU1636'
 TU1636'REFERENCE MARK 1, A STANDARD DISK STAMPED WHIPP NO 1 1967, IS
 TU1636'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 TU1636'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.2 FEET
 TU1636'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CYCLONE FENCE ENCLOSURE,
 TU1636'27 FEET SOUTHWEST OF THE CENTER OF AN OIL SURFACED ROAD, AND
 TU1636'71.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE LARGER
 TU1636'CYCLONE FENCE ENCLOSURE.
 TU1636'
 TU1636'REFERENCE MARK 2, A STANDARD DISK STAMPED WHIPP NO 2 1967, IS
 TU1636'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 TU1636'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 1.2 FEET
 TU1636'WEST OF THE SOUTHWEST CORNER OF THE CYCLONE FENCE ENCLOSURE,
 TU1636'28.4 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE OIL SURFACED ROAD,
 TU1636'AND 52 FEET EAST OF THE SOUTHEAST CORNER OF THE LARGER CYCLONE
 TU1636'FENCE ENCLOSURE.
 TU1636'
 TU1636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 TU1636'APPROX. 2 MILES NE OF MAKAKILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3430 ***********************************************************************
 TU3430  DESIGNATION -  WHITE
 TU3430  PID         -  TU3430
 TU3430  STATE/COUNTY-  HI/MAUI
 TU3430  USGS QUAD   -  ILIO POINT (1993)
 TU3430
 TU3430                         *CURRENT SURVEY CONTROL
 TU3430  ___________________________________________________________________
 TU3430* NAD 83(1993)-  21 05 23.46884(N)    157 13 08.70054(W)     ADJUSTED  
 TU3430* LOCAL TIDAL -         3.     (meters)      10.     (feet)  SCALED    
 TU3430  ___________________________________________________________________
 TU3430  EPOCH DATE  -        1993.62
 TU3430  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 TU3430  GEOID HEIGHT-          15.77  (meters)                     GEOID03
 TU3430
 TU3430  HORZ ORDER  -  THIRD
 TU3430
 TU3430.The horizontal coordinates were established by classical geodetic methods
 TU3430.and adjusted by the National Geodetic Survey in December 1998..
 TU3430.The horizontal coordinates are valid at the epoch date displayed above.
 TU3430.The epoch date for horizontal control is a decimal equivalence
 TU3430.of Year/Month/Day.
 TU3430
 TU3430.The orthometric height was scaled from a topographic map.
 TU3430
 TU3430.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3430
 TU3430.The geoid height was determined by GEOID03.
 TU3430
 TU3430;                    North         East     Units Scale Factor Converg.
 TU3430;SPC HI 2     -    83,853.517   442,600.695   MT  1.00000737   -0 11 55.6
 TU3430;UTM  04      - 2,333,126.713   684,999.771   MT  1.00002295   +0 38 27.6
 TU3430
 TU3430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3430!SPC HI 2     -   0.99999705  x   1.00000737  =   1.00000442
 TU3430!UTM  04      -   0.99999705  x   1.00002295  =   1.00002000
 TU3430
 TU3430:                Primary Azimuth Mark                     Grid Az
 TU3430:SPC HI 2     -  WHARF                                    091 54 38.4
 TU3430:UTM  04      -  WHARF                                    091 04 15.2
 TU3430
 TU3430|---------------------------------------------------------------------|
 TU3430| PID    Reference Object                     Distance      Geod. Az  |
 TU3430|                                                           dddmmss.s |
 TU3430| TU3428 WHARF                               APPROX. 2.6 KM 0914242.8 |
 TU3430| CN5509 WHITE RM 1                                         14011     |
 TU3430| CN5510 WHITE RM 2                                         20609     |
 TU3430| TU3431 WAIELI                              APPROX. 2.2 KM 3051550.0 |
 TU3430|---------------------------------------------------------------------|
 TU3430
 TU3430                          SUPERSEDED SURVEY CONTROL
 TU3430
 TU3430  NAD 83(1986)-  21 05 23.42517(N)    157 13 08.65612(W) AD(       ) 3
 TU3430  OLD HI      -  21 05 34.81300(N)    157 13 18.82800(W) AD(       ) 3
 TU3430
 TU3430.Superseded values are not recommended for survey control.
 TU3430.NGS no longer adjusts projects to the OLD HI datum.
 TU3430.See file dsdata.txt to determine how the superseded data were derived.
 TU3430
 TU3430_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ8500033127(NAD 83)
 TU3430_MARKER: Z = SEE DESCRIPTION
 TU3430_SETTING: 0 = UNSPECIFIED SETTING
 TU3430
 TU3430  HISTORY     - Date     Condition        Report By
 TU3430  HISTORY     - 1925     MONUMENTED       CGS
 TU3430  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3430
 TU3430                          STATION DESCRIPTION
 TU3430
 TU3430'DESCRIBED BY COAST AND GEODETIC SURVEY 1925 (RWW)
 TU3430'ON SOUTHWEST COAST OF MOLOKAI, ABOUT 1-1/2 MILES WEST FROM
 TU3430'KOLO WHARF, ATOP OF THE MOST PROMINENT SAND DUNE IN THE VICINITY,
 TU3430'19 FEET ABOVE AND 15 METERS BACK FROM HIGH-WATER MARK.  NO KEAWI
 TU3430'TREES GROW WITHIN 8 METERS OF STATION.  MARK IS A STANDARD
 TU3430'UNITED STATES COAST AND GEODETIC SURVEY BRONZE DISK SET IN TOP
 TU3430'OF CONCRETE POST 6 INCHES SQUARE PROJECTING 1 FOOT ABOVE
 TU3430'SURROUNDING SAND.  REFERENCE MARKS, STANDARD BRONZE TABLETS
 TU3430'WITH ARROWS POINTING TOWARD STATION, NOTE 12B, WERE PLACED IN
 TU3430'THE IMMOVABLE BEDROCK FRINGING THE BEACH, THE DISTANCE
 TU3430'BETWEEN THE MARKS BEING 24.075 METERS (78.99 FEET).  THE
 TU3430'DISTANCES BETWEEN THE STATION AND THE REFERENCE MARKS WERE
 TU3430'MEASURED ON THE SLOPE, THE STATION END OF THE TAPE BEING HELD 5
 TU3430'FEET ABOVE THE MARK.  AZIMUTHS AND DISTANCES WERE--NO. 1, 22.605
 TU3430'METERS (74.16 FEET) (ON SLOPE), 320 DEG 11 MIN.  NO. 2, 24.078
 TU3430'METERS (79.00 FEET) (ON SLOPE), 26 DEG 09 MIN.
 TU3430
 TU3430                          STATION RECOVERY (1962)
 TU3430
 TU3430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3430'THE STATION HAS BEEN DESTROYED.  THE TOP 18 INCHES OF THE
 TU3430'CONCRETE POST WITH DISK WAS FOUND BROKEN OFF AND LYING ON THE
 TU3430'SURFACE OF THE SAND.  THE SAND HAD PROBABLY ERODED AWAY FROM
 TU3430'AROUND THE POST.  A SMALL SECTION OF THE CONCRETE POST IS
 TU3430'STILL IN PLACE.  REFERENCE MARK 1 WAS SEARCHED FOR BUT NOT
 TU3430'RECOVERED.  REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 TU3430'IT IS LOCATED ABOUT 41 FEET FROM THE BASE OF THE SAND HILL AND
 TU3430'IS AWASH AT MEAN HIGH WATER.
 TU3430'
 TU3430'THE STATION COULD STILL BE USED FOR HYDROGRAPHIC SURVEYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3205 ***********************************************************************
 TU3205  DESIGNATION -  WHITE BUILDING
 TU3205  PID         -  TU3205
 TU3205  STATE/COUNTY-  HI/MAUI
 TU3205  USGS QUAD   -  
 TU3205
 TU3205                         *CURRENT SURVEY CONTROL
 TU3205  ___________________________________________________________________
 TU3205* NAD 83(1993)-  20 51 04.15299(N)    156 49 41.16185(W)     ADJUSTED  
 TU3205* LOCAL TIDAL -                                                        
 TU3205  ___________________________________________________________________
 TU3205  EPOCH DATE  -        1993.62
 TU3205  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 TU3205  GEOID HEIGHT-          16.24  (meters)                     GEOID03
 TU3205
 TU3205  HORZ ORDER  -  THIRD
 TU3205
 TU3205.The horizontal coordinates were established by classical geodetic methods
 TU3205.and adjusted by the National Geodetic Survey in December 1998..
 TU3205.The horizontal coordinates are valid at the epoch date displayed above.
 TU3205.The epoch date for horizontal control is a decimal equivalence
 TU3205.of Year/Month/Day.
 TU3205
 TU3205
 TU3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3205
 TU3205.The geoid height was determined by GEOID03.
 TU3205
 TU3205;                    North         East     Units Scale Factor Converg.
 TU3205;SPC HI 2     -    57,335.316   483,199.618   MT  0.99997015   -0 03 26.9
 TU3205;UTM  04      - 2,307,199.626   725,986.644   MT  1.00023117   +0 46 24.2
 TU3205
 TU3205                          SUPERSEDED SURVEY CONTROL
 TU3205
 TU3205  NAD 83(1986)-  20 51 04.11314(N)    156 49 41.13449(W) AD(       ) 4
 TU3205  OLD HI      -  20 51 15.48000(N)    156 49 51.22000(W) AD(       ) 3
 TU3205
 TU3205.Superseded values are not recommended for survey control.
 TU3205.NGS no longer adjusts projects to the OLD HI datum.
 TU3205.See file dsdata.txt to determine how the superseded data were derived.
 TU3205
 TU3205_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ2598707200(NAD 83)
 TU3205
 TU3205  HISTORY     - Date     Condition        Report By
 TU3205  HISTORY     - UNK      MONUMENTED
 TU3205  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3205
 TU3205                          STATION DESCRIPTION
 TU3205
 TU3205'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3205'STATION IS GONE.  IT IS BELIEVED TO HAVE BEEN THE OLD SCHOOL
 TU3205'BUILDING AT KEOMOKU VILLAGE.  THERE IS NOW ONLY A LARGE, VACANT
 TU3205'LOT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1122 ***********************************************************************
 TU1122  DESIGNATION -  WHITE CHURCH SPIRE
 TU1122  PID         -  TU1122
 TU1122  STATE/COUNTY-  HI/HONOLULU
 TU1122  USGS QUAD   -  KANEOHE (1983)
 TU1122
 TU1122                         *CURRENT SURVEY CONTROL
 TU1122  ___________________________________________________________________
 TU1122* NAD 83(1993)-  21 29 41.87731(N)    157 51 06.90820(W)     ADJUSTED  
 TU1122* LOCAL TIDAL -                                                        
 TU1122  ___________________________________________________________________
 TU1122  EPOCH DATE  -        1993.62
 TU1122  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 TU1122  GEOID HEIGHT-          15.52  (meters)                     GEOID03
 TU1122
 TU1122  HORZ ORDER  -  THIRD
 TU1122
 TU1122.The horizontal coordinates were established by classical geodetic methods
 TU1122.and adjusted by the National Geodetic Survey in December 1998..
 TU1122.The horizontal coordinates are valid at the epoch date displayed above.
 TU1122.The epoch date for horizontal control is a decimal equivalence
 TU1122.of Year/Month/Day.
 TU1122
 TU1122
 TU1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1122
 TU1122.The geoid height was determined by GEOID03.
 TU1122
 TU1122;                    North         East     Units Scale Factor Converg.
 TU1122;SPC HI 3     -    36,356.641   515,344.577   MT  0.99999291   +0 03 15.3
 TU1122;UTM  04      - 2,377,365.109   618,926.766   MT  0.99977477   +0 25 14.6
 TU1122
 TU1122                          SUPERSEDED SURVEY CONTROL
 TU1122
 TU1122  NAD 83(1986)-  21 29 41.82864(N)    157 51 06.91719(W) AD(       ) 4
 TU1122  OLD HI      -  21 29 53.22000(N)    157 51 16.80000(W) AD(       ) 3
 TU1122
 TU1122.Superseded values are not recommended for survey control.
 TU1122.NGS no longer adjusts projects to the OLD HI datum.
 TU1122.See file dsdata.txt to determine how the superseded data were derived.
 TU1122
 TU1122_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1892777365(NAD 83)
 TU1122
 TU1122  HISTORY     - Date     Condition        Report By
 TU1122  HISTORY     - UNK      MONUMENTED
 TU1122  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1122  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1122
 TU1122                          STATION DESCRIPTION
 TU1122
 TU1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1122'STATION IS THE CATHOLIC CHURCH IN WAIKANE, A YELLOW WOODEN
 TU1122'BUILDING 19 BY 49 FEET, STANDING 52 METERS W OF THE PAVED
 TU1122'HIGHWAY.  ON THE S END OF THE BUILDING THERE IS A SQUARE,
 TU1122'YELLOW CUPOLA WITH A YELLOW PYRAMIDAL ROOF WITH A CROSS AS THE
 TU1122'FINIAL.
 TU1122
 TU1122                          STATION RECOVERY (1965)
 TU1122
 TU1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1122'A CHURCH WAS FOUND AT THE SITE, HOWEVER IT IS SOMEWHAT LARGER
 TU1122'THAN THE ONE DESCRIBED ORIGINALLY.  IT HAS A CUPOLA AT THE
 TU1122'SOUTHWEST CORNER.  FROM ST. ANNES RECTORY IN KANEOHE IT WAS
 TU1122'LEARNED THAT THE CHURCH WAS REBUILT IN THE 1930S, BUT IT WAS
 TU1122'NOT KNOWN THERE IF IT WAS REBUILT ON THE SAME SITE AND AROUND
 TU1122'THE OLD SPIRE AND CUPOLA.  THE CHURCH CANNOT BE SEEN FROM ANY
 TU1122'DISTANCE BECAUSE OF TREES SO IT COULD NOT BE CHECKED BY ANGLE
 TU1122'FROM A TRIANGULATION STATION.  STATION IS PROBABLY LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1550 ***********************************************************************
 TU1550  DESIGNATION -  WHITE WATER TANK
 TU1550  PID         -  TU1550
 TU1550  STATE/COUNTY-  HI/HONOLULU
 TU1550  USGS QUAD   -  KAENA (1983)
 TU1550
 TU1550                         *CURRENT SURVEY CONTROL
 TU1550  ___________________________________________________________________
 TU1550* NAD 83(1993)-  21 34 43.68840(N)    158 12 26.63170(W)     ADJUSTED  
 TU1550* LOCAL TIDAL -                                                        
 TU1550  ___________________________________________________________________
 TU1550  EPOCH DATE  -        1993.62
 TU1550  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 TU1550  GEOID HEIGHT-          14.72  (meters)                     GEOID03
 TU1550
 TU1550  HORZ ORDER  -  THIRD
 TU1550
 TU1550.The horizontal coordinates were established by classical geodetic methods
 TU1550.and adjusted by the National Geodetic Survey in December 1998..
 TU1550.The horizontal coordinates are valid at the epoch date displayed above.
 TU1550.The epoch date for horizontal control is a decimal equivalence
 TU1550.of Year/Month/Day.
 TU1550
 TU1550
 TU1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1550
 TU1550.The geoid height was determined by GEOID03.
 TU1550
 TU1550;                    North         East     Units Scale Factor Converg.
 TU1550;SPC HI 3     -    45,646.289   478,521.184   MT  0.99999570   -0 04 34.6
 TU1550;UTM  04      - 2,386,416.214   582,054.390   MT  0.99968319   +0 17 29.5
 TU1550
 TU1550                          SUPERSEDED SURVEY CONTROL
 TU1550
 TU1550  NAD 83(1986)-  21 34 43.63901(N)    158 12 26.64364(W) AD(       ) 4
 TU1550  OLD HI      -  21 34 55.03000(N)    158 12 36.57000(W) AD(       ) 3
 TU1550
 TU1550.Superseded values are not recommended for survey control.
 TU1550.NGS no longer adjusts projects to the OLD HI datum.
 TU1550.See file dsdata.txt to determine how the superseded data were derived.
 TU1550
 TU1550_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8205486416(NAD 83)
 TU1550
 TU1550  HISTORY     - Date     Condition        Report By
 TU1550  HISTORY     - UNK      MONUMENTED
 TU1550  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1550
 TU1550                          STATION DESCRIPTION
 TU1550
 TU1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1550'STATION IS GONE.  PROBABLY REMOVED WHEN DILLINGHAM AIRFIELD WAS
 TU1550'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1509 ***********************************************************************
 TU1509  DESIGNATION -  WHITMORE MIL RES DOUBLE TANK
 TU1509  PID         -  TU1509
 TU1509  STATE/COUNTY-  HI/HONOLULU
 TU1509  USGS QUAD   -  HAUULA (1983)
 TU1509
 TU1509                         *CURRENT SURVEY CONTROL
 TU1509  ___________________________________________________________________
 TU1509* NAD 83(1993)-  21 32 24.89545(N)    158 01 00.86346(W)     ADJUSTED  
 TU1509* LOCAL TIDAL -                                                        
 TU1509  ___________________________________________________________________
 TU1509  EPOCH DATE  -        1993.62
 TU1509  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 TU1509  GEOID HEIGHT-          15.41  (meters)                     GEOID03
 TU1509
 TU1509  HORZ ORDER  -  THIRD
 TU1509
 TU1509.The horizontal coordinates were established by classical geodetic methods
 TU1509.and adjusted by the National Geodetic Survey in December 1998..
 TU1509.The horizontal coordinates are valid at the epoch date displayed above.
 TU1509.The epoch date for horizontal control is a decimal equivalence
 TU1509.of Year/Month/Day.
 TU1509
 TU1509
 TU1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1509
 TU1509.The geoid height was determined by GEOID03.
 TU1509
 TU1509;                    North         East     Units Scale Factor Converg.
 TU1509;SPC HI 3     -    41,363.306   498,248.643   MT  0.99999004   -0 00 22.3
 TU1509;UTM  04      - 2,382,261.043   601,803.240   MT  0.99972806   +0 21 39.5
 TU1509
 TU1509                          SUPERSEDED SURVEY CONTROL
 TU1509
 TU1509  NAD 83(1986)-  21 32 24.84644(N)    158 01 00.87447(W) AD(       ) 4
 TU1509  OLD HI      -  21 32 36.26835(N)    158 01 10.77434(W) AD(       ) 3
 TU1509
 TU1509.Superseded values are not recommended for survey control.
 TU1509.NGS no longer adjusts projects to the OLD HI datum.
 TU1509.See file dsdata.txt to determine how the superseded data were derived.
 TU1509
 TU1509_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0180382261(NAD 83)
 TU1509
 TU1509  HISTORY     - Date     Condition        Report By
 TU1509  HISTORY     - 1969     MONUMENTED       CGS
 TU1509
 TU1509                          STATION DESCRIPTION
 TU1509
 TU1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (CAA)
 TU1509'THE STATION IS THE RED LIGHT IN THE CENTER OF THE TANKS, WHICH
 TU1509'ARE LOCATED ON THE MILITARY RESERVATION, 1.7 MILES NORTHEAST OF
 TU1509'HALEMANO SCHOOL, JUST EAST OF THE HEADQUARTERS BUILDING FOR THE
 TU1509'US ARMY PACIFIC SECURITY AGENCY.  THE TANKS ARE SUPPORTED BY A
 TU1509'SIX-LEGGED STEEL STRUCTURE, AND ARE ABOUT 140 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1185 ***********************************************************************
 TU1185  DESIGNATION -  WILHELMINA C OF RESERVOIR SHED
 TU1185  PID         -  TU1185
 TU1185  STATE/COUNTY-  HI/HONOLULU
 TU1185  USGS QUAD   -  HONOLULU (1983)
 TU1185
 TU1185                         *CURRENT SURVEY CONTROL
 TU1185  ___________________________________________________________________
 TU1185* NAD 83(1993)-  21 17 53.39044(N)    157 47 06.82758(W)     ADJUSTED  
 TU1185* LOCAL TIDAL -                                                        
 TU1185  ___________________________________________________________________
 TU1185  EPOCH DATE  -        1993.62
 TU1185  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 TU1185  GEOID HEIGHT-          15.80  (meters)                     GEOID03
 TU1185
 TU1185  HORZ ORDER  -  THIRD
 TU1185
 TU1185.The horizontal coordinates were established by classical geodetic methods
 TU1185.and adjusted by the National Geodetic Survey in December 1998..
 TU1185.The horizontal coordinates are valid at the epoch date displayed above.
 TU1185.The epoch date for horizontal control is a decimal equivalence
 TU1185.of Year/Month/Day.
 TU1185
 TU1185
 TU1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1185
 TU1185.The geoid height was determined by GEOID03.
 TU1185
 TU1185;                    North         East     Units Scale Factor Converg.
 TU1185;SPC HI 3     -    14,574.419   522,284.904   MT  0.99999613   +0 04 40.8
 TU1185;UTM  04      - 2,355,632.071   626,004.186   MT  0.99979620   +0 26 28.6
 TU1185
 TU1185                          SUPERSEDED SURVEY CONTROL
 TU1185
 TU1185  NAD 83(1986)-  21 17 53.34020(N)    157 47 06.83646(W) AD(       ) 4
 TU1185  OLD HI      -  21 18 04.73000(N)    157 47 16.71000(W) AD(       ) 3
 TU1185
 TU1185.Superseded values are not recommended for survey control.
 TU1185.NGS no longer adjusts projects to the OLD HI datum.
 TU1185.See file dsdata.txt to determine how the superseded data were derived.
 TU1185
 TU1185_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2600455632(NAD 83)
 TU1185
 TU1185  HISTORY     - Date     Condition        Report By
 TU1185  HISTORY     - UNK      MONUMENTED
 TU1185  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1185
 TU1185                          STATION DESCRIPTION
 TU1185
 TU1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1185'STATION WAS RECOVERED IN GOOD CONDITION.  IT IS A 9-FOOT-SQUARE,
 TU1185'GREEN STRUCTURE WITH A PEAKED ROOF.  THE BUILDING SETS ON THE
 TU1185'NORTH EDGE OF A LARGE, FLAT-TOPPED, CONCRETE WATER RESERVOIR
 TU1185'THAT PROJECTS 2 TO 4 FEET ABOVE GROUND LINE, EXCEPTING AT THE
 TU1185'NORTH SIDE, WHERE IT IS FLUSH WITH THE HILLSIDE.
 TU1185'
 TU1185'THE RESERVOIR IS LOCATED ON WILHELMINA RISE AT ABOUT 1100
 TU1185'FEET ELEVATION, 70 FEET SOUTH-SOUTHWEST OF STATION KALEPEAMOA,
 TU1185'250 FEET NORTHEAST OF MAUNALANI CIRCLE AND AT THE END OF A CONCRETE
 TU1185'DRIVEWAY LEADING THROUGH A LOCKED GATE OFF MAUNALANI CIRCLE.  IT
 TU1185'IS IN A GROVE OF IRONWOOD TREES AND NOT VISIBLE FROM A DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0002 ***********************************************************************
 TU0002  DESIGNATION -  WIND
 TU0002  PID         -  TU0002
 TU0002  STATE/COUNTY-  HI/HAWAII
 TU0002  USGS QUAD   -  KA LAE (1982)
 TU0002
 TU0002                         *CURRENT SURVEY CONTROL
 TU0002  ___________________________________________________________________
 TU0002* NAD 83(1993)-  18 56 32.37063(N)    155 41 03.81150(W)     ADJUSTED  
 TU0002* LOCAL TIDAL -       109.761  (meters)     360.11   (feet)  ADJ UNCH  
 TU0002  ___________________________________________________________________
 TU0002  EPOCH DATE  -        1993.62
 TU0002  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 TU0002  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU0002
 TU0002  HORZ ORDER  -  SECOND
 TU0002  VERT ORDER  -  SECOND    CLASS 0
 TU0002
 TU0002.The horizontal coordinates were established by classical geodetic methods
 TU0002.and adjusted by the National Geodetic Survey in December 1998..
 TU0002.The horizontal coordinates are valid at the epoch date displayed above.
 TU0002.The epoch date for horizontal control is a decimal equivalence
 TU0002.of Year/Month/Day.
 TU0002
 TU0002.The orthometric height was key entered from printed documents
 TU0002.and not key verified.
 TU0002
 TU0002.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU0002
 TU0002.The geoid height was determined by GEOID03.
 TU0002
 TU0002;                    North         East     Units Scale Factor Converg.
 TU0002;SPC HI 1     -    12,074.129   480,578.929   MT  0.99997133   -0 03 35.5
 TU0002;UTM  05      - 2,096,596.835   217,288.634   MT  1.00058814   -0 52 19.1
 TU0002
 TU0002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU0002!SPC HI 1     -   0.99998039  x   0.99997133  =   0.99995172
 TU0002!UTM  05      -   0.99998039  x   1.00058814  =   1.00056851
 TU0002
 TU0002|---------------------------------------------------------------------|
 TU0002| PID    Reference Object                     Distance      Geod. Az  |
 TU0002|                                                           dddmmss.s |
 TU0002| TU0003 WIND RM 2                            11.884 METERS 00801     |
 TU0002| TU2076 NORTH TELEMETRY BORESIGHT POLE        7.022 METERS 01901     |
 TU0002| TU2067 PALAHEMO RESET                      APPROX. 3.1 KM 1184023.0 |
 TU0002| TU0006 KOLONO                              425.872 METERS 1464212.5 |
 TU0002| TU0004 WIND RM 1                             6.739 METERS 27750     |
 TU0002|---------------------------------------------------------------------|
 TU0002
 TU0002                          SUPERSEDED SURVEY CONTROL
 TU0002
 TU0002  NAD 83(1986)-  18 56 32.35718(N)    155 41 03.86413(W) AD(       ) 2
 TU0002  OLD HI      -  18 56 43.15000(N)    155 41 13.88800(W) AD(       ) 2
 TU0002
 TU0002.Superseded values are not recommended for survey control.
 TU0002.NGS no longer adjusts projects to the OLD HI datum.
 TU0002.See file dsdata.txt to determine how the superseded data were derived.
 TU0002
 TU0002_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA1728996597(NAD 83)
 TU0002_MARKER: DD = SURVEY DISK
 TU0002_SETTING: 0 = UNSPECIFIED SETTING
 TU0002_STAMPING: WIND 1964
 TU0002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TU0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0002
 TU0002  HISTORY     - Date     Condition        Report By
 TU0002  HISTORY     - 1964     MONUMENTED       CGS
 TU0002  HISTORY     - 1964     GOOD             CGS
 TU0002  HISTORY     - 1978     SEE DESCRIPTION  NGS
 TU0002  HISTORY     - 19791010 GOOD             NOS
 TU0002
 TU0002                          STATION DESCRIPTION
 TU0002
 TU0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DJF)
 TU0002'THE STATION IS LOCATED WITHIN A FENCED ENCLOSURE AROUND THE
 TU0002'NORTH TELEMETRY BORESIGHT POLE OF THE SOUTH POINT TRACKING
 TU0002'FACILITY, ABOUT 2-1/2 MILES NORTH OF THE COAST GUARD LIGHT AT
 TU0002'SOUTH POINT AND ABOUT 1/4 MILE NORTH OF THE TRACKING STATION.
 TU0002'
 TU0002'TO REACH THE STATION FROM THE ENTRANCE TO THE SOUTH POINT
 TU0002'TRACKING FACILITY, GO NORTHERLY ON A NARROW PAVED ROAD FOR 0.25
 TU0002'MILE, THEN TURN LEFT AND GO WESTERLY ON A TRACK ROAD FOR 0.15
 TU0002'MILE TO THE STATION, AS DESCRIBED BELOW.
 TU0002'
 TU0002'THE STATION MARK IS A STANDARD DISK, STAMPED WIND 1964, SET IN
 TU0002'THE TOP OF A 5-INCH CEMENT-FILLED IRON SEWER PIPE THAT PROJECTS
 TU0002'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 115 FEET
 TU0002'WEST-NORTHWEST OF THE GATE INTO THE ENCLOSURE, 105 FEET SOUTH OF
 TU0002'A FENCE, 100 FEET WEST OF A FENCE, 41 FEET EAST OF A FENCE AND
 TU0002'24 FEET SOUTH OF THE BORESIGHT POLE.
 TU0002'
 TU0002'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED WIND NO 1 1964,
 TU0002'SET IN THE TOP OF A 5-INCH CEMENT-FILLED IRON SEWER PIPE THAT
 TU0002'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 79
 TU0002'FEET SOUTH OF A FENCE, 47 FEET EAST OF A FENCE, 4 FEET WEST OF
 TU0002'THE BORESIGHT POLE AND ABOUT IN THE CENTER OF FOUR OLD CONCRETE
 TU0002'FOUNDATION BLOCKS.
 TU0002'
 TU0002'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED WIND NO 2 1964,
 TU0002'SET IN THE TOP OF A 5-INCH CEMENT-FILLED IRON SEWER PIPE THAT
 TU0002'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 105 FEET
 TU0002'SOUTH OF A FENCE, 45 FEET SOUTHWEST OF THE BORESIGHT POLE AND 2
 TU0002'FEET EAST OF A FENCE.
 TU0002'
 TU0002'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 TU0002
 TU0002                          STATION RECOVERY (1964)
 TU0002
 TU0002'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 TU0002'0.25 MI N FROM PMR S PT TRACKING FACILITY.
 TU0002'0.25 MILE NORTH ALONG A NARROW ASPHALT ROAD FROM THE SOUTH POINT
 TU0002'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, THENCE 0.15 MILE WEST
 TU0002'ALONG A TRACK ROAD, IN A FENCED ENCLOSURE AROUND A BORESIGHT POLE, 115
 TU0002'FEET WEST-NORTHWEST OF THE GATE INTO THE ENCLOSURE, 105 FEET SOUTH OF
 TU0002'A FENCE, 100 FEET WEST OF A FENCE, 41 FEET EAST OF A FENCE, 24 FEET
 TU0002'SOUTH OF THE BORESIGHT POLE AND SET IN THE TOP OF A 5-INCH
 TU0002'CEMENT-FILLED IRON SEWER PIPE THAT PROJECTS 4 INCHES ABOVE THE SURFACE
 TU0002'OF THE GROUND.
 TU0002
 TU0002                          STATION RECOVERY (1978)
 TU0002
 TU0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RBM)
 TU0002'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 TU0002
 TU0002                          STATION RECOVERY (1979)
 TU0002
 TU0002'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (WLM)
 TU0002'RECOVERED AS DESCRIBED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1528 ***********************************************************************
 TU1528  DESIGNATION -  WIND
 TU1528  PID         -  TU1528
 TU1528  STATE/COUNTY-  HI/HONOLULU
 TU1528  USGS QUAD   -  HALEIWA (1983)
 TU1528
 TU1528                         *CURRENT SURVEY CONTROL
 TU1528  ___________________________________________________________________
 TU1528* NAD 83(1993)-  21 34 54.78943(N)    158 08 05.95266(W)     ADJUSTED  
 TU1528* LOCAL TIDAL -                                                        
 TU1528  ___________________________________________________________________
 TU1528  EPOCH DATE  -        1993.62
 TU1528  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 TU1528  GEOID HEIGHT-          14.82  (meters)                     GEOID03
 TU1528
 TU1528  HORZ ORDER  -  THIRD
 TU1528
 TU1528.The horizontal coordinates were established by classical geodetic methods
 TU1528.and adjusted by the National Geodetic Survey in December 1998..
 TU1528.The horizontal coordinates are valid at the epoch date displayed above.
 TU1528.The epoch date for horizontal control is a decimal equivalence
 TU1528.of Year/Month/Day.
 TU1528
 TU1528
 TU1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1528
 TU1528.The geoid height was determined by GEOID03.
 TU1528
 TU1528;                    North         East     Units Scale Factor Converg.
 TU1528;SPC HI 3     -    45,979.478   486,020.608   MT  0.99999241   -0 02 58.7
 TU1528;UTM  04      - 2,386,797.425   589,549.249   MT  0.99969909   +0 19 05.5
 TU1528
 TU1528                          SUPERSEDED SURVEY CONTROL
 TU1528
 TU1528  NAD 83(1986)-  21 34 54.74062(N)    158 08 05.96438(W) AD(       ) 4
 TU1528  OLD HI      -  21 35 06.12900(N)    158 08 15.88500(W) AD(       ) 3
 TU1528
 TU1528.Superseded values are not recommended for survey control.
 TU1528.NGS no longer adjusts projects to the OLD HI datum.
 TU1528.See file dsdata.txt to determine how the superseded data were derived.
 TU1528
 TU1528_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8954986797(NAD 83)
 TU1528
 TU1528  HISTORY     - Date     Condition        Report By
 TU1528  HISTORY     - 1910     MONUMENTED       CGS
 TU1528  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1528
 TU1528                          STATION DESCRIPTION
 TU1528
 TU1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (OBF)
 TU1528'CENTER OF SUPPORTING POST OF A LARGE WINDMILL NEAR THE SHORE
 TU1528'ABOUT NORTHWEST OF PUUIKI RAILROAD STATION.
 TU1528
 TU1528                          STATION RECOVERY (1963)
 TU1528
 TU1528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1528'STATION IS GONE.  ALSO REPORTED DESTROYED IN 1952.  THERE IS
 TU1528'NO TRACE OF THE WINDMILL OR ITS FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3235 ***********************************************************************
 TU3235  DESIGNATION -  WIND
 TU3235  PID         -  TU3235
 TU3235  STATE/COUNTY-  HI/MAUI
 TU3235  USGS QUAD   -  
 TU3235
 TU3235                         *CURRENT SURVEY CONTROL
 TU3235  ___________________________________________________________________
 TU3235* NAD 83(1993)-  20 51 52.71186(N)    156 59 26.63560(W)     ADJUSTED  
 TU3235* LOCAL TIDAL -       533.     (meters)    1749.     (feet)  SCALED    
 TU3235  ___________________________________________________________________
 TU3235  EPOCH DATE  -        1993.62
 TU3235  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 TU3235  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU3235
 TU3235  HORZ ORDER  -  THIRD
 TU3235
 TU3235.The horizontal coordinates were established by classical geodetic methods
 TU3235.and adjusted by the National Geodetic Survey in December 1998..
 TU3235.The horizontal coordinates are valid at the epoch date displayed above.
 TU3235.The epoch date for horizontal control is a decimal equivalence
 TU3235.of Year/Month/Day.
 TU3235
 TU3235.The orthometric height was scaled from a topographic map.
 TU3235
 TU3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3235
 TU3235.The geoid height was determined by GEOID03.
 TU3235
 TU3235;                    North         East     Units Scale Factor Converg.
 TU3235;SPC HI 2     -    58,854.198   466,277.492   MT  0.99998071   -0 06 55.5
 TU3235;UTM  04      - 2,308,473.167   709,040.706   MT  1.00014005   +0 42 57.2
 TU3235
 TU3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3235!SPC HI 2     -   0.99991373  x   0.99998071  =   0.99989444
 TU3235!UTM  04      -   0.99991373  x   1.00014005  =   1.00005377
 TU3235
 TU3235|---------------------------------------------------------------------|
 TU3235| PID    Reference Object                     Distance      Geod. Az  |
 TU3235|                                                           dddmmss.s |
 TU3235| CN5511 WIND RM 1                             2.870 METERS 04744     |
 TU3235| TU3227 KAHOLO RESET                        APPROX.12.3 KM 1740356.9 |
 TU3235| TU3237 KAUMALAPAU WHITE LIGHT              APPROX. 9.0 KM 1803230.7 |
 TU3235| TU3241 KAUMALAPAU RED LIGHT                APPROX. 8.7 KM 1810226.3 |
 TU3235| CN5512 WIND RM 2                             2.493 METERS 29114     |
 TU3235|---------------------------------------------------------------------|
 TU3235
 TU3235                          SUPERSEDED SURVEY CONTROL
 TU3235
 TU3235  NAD 83(1986)-  20 51 52.66908(N)    156 59 26.59595(W) AD(       ) 3
 TU3235  OLD HI      -  20 52 04.08900(N)    156 59 36.67000(W) AD(       ) 3
 TU3235
 TU3235.Superseded values are not recommended for survey control.
 TU3235.NGS no longer adjusts projects to the OLD HI datum.
 TU3235.See file dsdata.txt to determine how the superseded data were derived.
 TU3235
 TU3235_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ0904108473(NAD 83)
 TU3235_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TU3235_SETTING: 80 = SET IN A BOULDER
 TU3235_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TU3235
 TU3235  HISTORY     - Date     Condition        Report By
 TU3235  HISTORY     - 1927     MONUMENTED       CGS
 TU3235  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3235
 TU3235                          STATION DESCRIPTION
 TU3235
 TU3235'DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (FGE)
 TU3235'ON WESTERN COAST OF LANAI, ON NUB OF EARTH AND LARGE ROCKS
 TU3235'WHICH PROJECTS SHARPLY FROM THE HILLSIDE.  IT IS A LITTLE BELOW
 TU3235'THE BLUFF-LINE, AND IS REACHED BY WALKING SOUTHEAST FROM
 TU3235'STATION GALE.  (SEE DESCRIPTION OF GALE.) IT IS NOT VISIBLE
 TU3235'FROM GALE.  MARIKED ACCORDING TO NOTE 5, STANDARD DISK IN
 TU3235'CONCRETE IN BOWLDER.  TWO REFERENCE MARKS, NOTE 12C, STANDARD
 TU3235'REFERENCE DISKS IN CONCRETE IN BOWLDERS, WERE SET AT THE
 TU3235'FOLLOWING DISTANCES AND AZIMUTHS FROM THE STATION--NO. 1, 2.87
 TU3235'METERS (9.42 FEET), 227 DEG 44 MIN.  NO. 2, 2.493 METERS (8.18
 TU3235'FEET), 111 DEG 14 MIN.
 TU3235
 TU3235                          STATION RECOVERY (1962)
 TU3235
 TU3235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3235'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 TU3235'COMPLETE DESCRIPTION FOLLOWS--
 TU3235'
 TU3235'STATION IS LOCATED ABOUT 5 MILES AIRLINE NORTHWEST OF LANAI CITY,
 TU3235'ON A SMALL ROCKY KNOLL THAT SETS A FEW YARDS SOUTHEAST OF AND
 TU3235'SLIGHTLY LOWER, THAN THE SOUTHEAST END OF THE BARE, RED MESA.
 TU3235'
 TU3235'TO REACH STATION FROM THE POST OFFICE IN LANAI CITY GO NORTHWEST
 TU3235'0.05 MILE.  TURN LEFT AND GO 0.15 MILE.  TURN RIGHT AND GO 0.5
 TU3235'MILE TO END OF PAVED ROAD.  CONTINUE ON GRADED ROAD FOR 0.8 MILE
 TU3235'TO CROSSROAD.  TURN RIGHT AND FOLLOW MAIN ROAD THROUGH PINEAPPLE
 TU3235'FIELDS FOR 3.1 MILES TO END OF FIELDS.  CONTINUE ON DIRT ROAD
 TU3235'FOR 0.95 MILE TO FORK.  TAKE RIGHT FORK THROUGH IRONWOOD TREES
 TU3235'FOR 0.75 MILE TO DIM LEFT FORK.  TAKE LEFT FORK AND GO 0.15
 TU3235'MILE TO DIM RIGHT FORK JUST AFTER PASSING A RAIN-TRAP.  TAKE
 TU3235'RIGHT FORK AND FOLLOW WINDING ROAD ACROSS RED, ERODED AREA
 TU3235'FOR 1.25 MILES TO STATION.
 TU3235'
 TU3235'STATION MARK IS A STANDARD DISK STAMPED WIND 1927, CEMENTED IN
 TU3235'A DRILL HOLE IN A BOULDER ON NORTH SIDE OF KNOLL.
 TU3235'
 TU3235'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED WIND 1927,
 TU3235'CEMENTED IN A DRILL HOLE IN A BOULDER.
 TU3235'
 TU3235'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED WIND 1927,
 TU3235'CEMENTED IN A DRILL HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1789 ***********************************************************************
 TU1789  DESIGNATION -  WIND 1910
 TU1789  PID         -  TU1789
 TU1789  STATE/COUNTY-  HI/KAUAI
 TU1789  USGS QUAD   -  KOLOA (1996)
 TU1789
 TU1789                         *CURRENT SURVEY CONTROL
 TU1789  ___________________________________________________________________
 TU1789* NAD 83(1993)-  21 53 12.17258(N)    159 30 33.23215(W)     ADJUSTED  
 TU1789* LOCAL TIDAL -        12.     (meters)      39.     (feet)  SCALED    
 TU1789  ___________________________________________________________________
 TU1789  EPOCH DATE  -        1993.62
 TU1789  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 TU1789  GEOID HEIGHT-          15.33  (meters)                     GEOID03
 TU1789
 TU1789  HORZ ORDER  -  THIRD
 TU1789
 TU1789.The horizontal coordinates were established by classical geodetic methods
 TU1789.and adjusted by the National Geodetic Survey in December 1998..
 TU1789.The horizontal coordinates are valid at the epoch date displayed above.
 TU1789.The epoch date for horizontal control is a decimal equivalence
 TU1789.of Year/Month/Day.
 TU1789
 TU1789.The orthometric height was scaled from a topographic map.
 TU1789
 TU1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1789
 TU1789.The geoid height was determined by GEOID03.
 TU1789
 TU1789;                    North         East     Units Scale Factor Converg.
 TU1789;SPC HI 4     -     5,910.792   499,046.026   MT  0.99999001   -0 00 12.4
 TU1789;UTM  04      - 2,420,375.084   447,394.581   MT  0.99963419   -0 11 23.4
 TU1789
 TU1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1789!SPC HI 4     -   0.99999571  x   0.99999001  =   0.99998572
 TU1789!UTM  04      -   0.99999571  x   0.99963419  =   0.99962990
 TU1789
 TU1789                          SUPERSEDED SURVEY CONTROL
 TU1789
 TU1789  NAD 83(1986)-  21 53 12.15301(N)    159 30 33.26366(W) AD(       ) 3
 TU1789  OLD HI      -  21 53 23.44000(N)    159 30 43.28000(W) AD(       ) 3
 TU1789
 TU1789.Superseded values are not recommended for survey control.
 TU1789.NGS no longer adjusts projects to the OLD HI datum.
 TU1789.See file dsdata.txt to determine how the superseded data were derived.
 TU1789
 TU1789_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK4739520375(NAD 83)
 TU1789
 TU1789  HISTORY     - Date     Condition        Report By
 TU1789  HISTORY     - 1910     MONUMENTED       CGS
 TU1789  HISTORY     - 1926     SEE DESCRIPTION  CGS
 TU1789  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1789
 TU1789                          STATION DESCRIPTION
 TU1789
 TU1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1926 (CLG)
 TU1789'ON SOUTH COAST OF KAUAI, ON A VERY BOLD ROCKY POINT ABOUT 500 METERS
 TU1789'WEST OF LAWAI BAY.  MARKED BY A CROSS CUT IN ROCK.
 TU1789
 TU1789                          STATION RECOVERY (1965)
 TU1789
 TU1789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1789'STATION COULD NOT BE FOUND AND IS BELIEVED DESTROYED.  THE OLD
 TU1789'POINTS FROM WHICH IT WAS LOCATED ARE DESTROYED AND THE EXACT
 TU1789'POINT COULD NOT BE DETERMINED BY ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0004 ***********************************************************************
 TU0004  DESIGNATION -  WIND RM 1
 TU0004  PID         -  TU0004
 TU0004  STATE/COUNTY-  HI/HAWAII
 TU0004  USGS QUAD   -  KA LAE (1982)
 TU0004
 TU0004                         *CURRENT SURVEY CONTROL
 TU0004  ___________________________________________________________________
 TU0004* NAD 83(1986)-  18 56 32.     (N)    155 41 03.     (W)     SCALED    
 TU0004* LOCAL TIDAL -       110.045  (meters)     361.04   (feet)  ADJ UNCH  
 TU0004  ___________________________________________________________________
 TU0004  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU0004
 TU0004  VERT ORDER  -  SECOND    CLASS 0
 TU0004
 TU0004.The horizontal coordinates were scaled from a topographic map and have
 TU0004.an estimated accuracy of +/- 6 seconds.
 TU0004
 TU0004.The orthometric height was key entered from printed documents
 TU0004.and not key verified.
 TU0004
 TU0004.The geoid height was determined by GEOID03.
 TU0004
 TU0004;                    North         East    Units  Estimated Accuracy
 TU0004;SPC HI 1     -    12,060.      480,600.      MT  (+/- 180 meters Scaled)
 TU0004
 TU0004                          SUPERSEDED SURVEY CONTROL
 TU0004
 TU0004.No superseded survey control is available for this station.
 TU0004
 TU0004_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA173965(NAD 83)
 TU0004_MARKER: DR = REFERENCE MARK DISK
 TU0004_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0004+WITH SETTING: INTO GROUND
 TU0004_STAMPING: WIND NO 1 1964
 TU0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0004+STABILITY: SURFACE MOTION
 TU0004
 TU0004  HISTORY     - Date     Condition        Report By
 TU0004  HISTORY     - 1964     MONUMENTED       CGS
 TU0004
 TU0004                          STATION DESCRIPTION
 TU0004
 TU0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU0004'0.25 MI N FROM PMR S PT TRACKING FACILITY.
 TU0004'0.25 MILE NORTH ALONG A NARROW ASPHALT ROAD FROM THE SOUTH POINT
 TU0004'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, THENCE 0.15 MILE WEST
 TU0004'ALONG A TRACK ROAD, IN A FENCED ENCLOSURE AROUND A BORESIGHT POLE, 79
 TU0004'FEET SOUTH OF A FENCE, 47 FEET EAST OF A FENCE, 4 FEET WEST OF THE
 TU0004'BORESIGHT POLE, ABOUT IN THE CENTER OF FOUR OLD CONCRETE FOUNDATION
 TU0004'BLOCKS AND SET IN THE TOP OF A 5-INCH CEMENT-FILLED IRON SEWER PIPE
 TU0004'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0003 ***********************************************************************
 TU0003  DESIGNATION -  WIND RM 2
 TU0003  PID         -  TU0003
 TU0003  STATE/COUNTY-  HI/HAWAII
 TU0003  USGS QUAD   -  KA LAE (1982)
 TU0003
 TU0003                         *CURRENT SURVEY CONTROL
 TU0003  ___________________________________________________________________
 TU0003* NAD 83(1986)-  18 56 32.     (N)    155 41 03.     (W)     SCALED    
 TU0003* LOCAL TIDAL -       109.638  (meters)     359.70   (feet)  ADJ UNCH  
 TU0003  ___________________________________________________________________
 TU0003  GEOID HEIGHT-          15.01  (meters)                     GEOID03
 TU0003
 TU0003  VERT ORDER  -  SECOND    CLASS 0
 TU0003
 TU0003.The horizontal coordinates were scaled from a topographic map and have
 TU0003.an estimated accuracy of +/- 6 seconds.
 TU0003
 TU0003.The orthometric height was key entered from printed documents
 TU0003.and not key verified.
 TU0003
 TU0003.The geoid height was determined by GEOID03.
 TU0003
 TU0003;                    North         East    Units  Estimated Accuracy
 TU0003;SPC HI 1     -    12,060.      480,600.      MT  (+/- 180 meters Scaled)
 TU0003
 TU0003                          SUPERSEDED SURVEY CONTROL
 TU0003
 TU0003.No superseded survey control is available for this station.
 TU0003
 TU0003_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKA173965(NAD 83)
 TU0003_MARKER: DR = REFERENCE MARK DISK
 TU0003_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 TU0003+WITH SETTING: INTO GROUND
 TU0003_STAMPING: WIND NO 2 1964
 TU0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0003+STABILITY: SURFACE MOTION
 TU0003
 TU0003  HISTORY     - Date     Condition        Report By
 TU0003  HISTORY     - 1964     MONUMENTED       CGS
 TU0003
 TU0003                          STATION DESCRIPTION
 TU0003
 TU0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 TU0003'0.25 MI N FROM PMR S PT TRACKING FACILITY.
 TU0003'0.25 MILE NORTH ALONG A NARROW ASPHALT ROAD FROM THE SOUTH POINT
 TU0003'TRACKING FACILITY OF THE PACIFIC MISSILE RANGE, THENCE 0.15 MILE WEST
 TU0003'ALONG A TRACK ROAD, IN A FENCED ENCLOSURE AROUND A BORESIGHT POLE, 105
 TU0003'FEET SOUTH OF A FENCE, 45 FEET SOUTHWEST OF THE BORESIGHT POLE, 2 FEET
 TU0003'EAST OF A FENCE AND SET IN THE TOP OF A 5-INCH CEMENT-FILLED IRON
 TU0003'SEWER PIPE THAT PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2034 ***********************************************************************
 TU2034  DESIGNATION -  WINDMILL
 TU2034  PID         -  TU2034
 TU2034  STATE/COUNTY-  HI/KAUAI
 TU2034  USGS QUAD   -  KEKAHA (1983)
 TU2034
 TU2034                         *CURRENT SURVEY CONTROL
 TU2034  ___________________________________________________________________
 TU2034* NAD 83(1993)-  22 00 39.65400(N)    159 46 42.97678(W)     ADJUSTED  
 TU2034* LOCAL TIDAL -                                                        
 TU2034  ___________________________________________________________________
 TU2034  EPOCH DATE  -        1993.62
 TU2034  LAPLACE CORR-           4.68  (seconds)                    DEFLEC99
 TU2034  GEOID HEIGHT-          16.17  (meters)                     GEOID03
 TU2034
 TU2034  HORZ ORDER  -  THIRD
 TU2034
 TU2034.The horizontal coordinates were established by classical geodetic methods
 TU2034.and adjusted by the National Geodetic Survey in December 1998..
 TU2034.The horizontal coordinates are valid at the epoch date displayed above.
 TU2034.The epoch date for horizontal control is a decimal equivalence
 TU2034.of Year/Month/Day.
 TU2034
 TU2034
 TU2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2034
 TU2034.The geoid height was determined by GEOID03.
 TU2034
 TU2034;                    North         East     Units Scale Factor Converg.
 TU2034;SPC HI 4     -    19,700.569   471,233.112   MT  1.00000022   -0 06 15.9
 TU2034;UTM  04      - 2,434,250.821   419,636.186   MT  0.99967980   -0 17 30.6
 TU2034
 TU2034                          SUPERSEDED SURVEY CONTROL
 TU2034
 TU2034  NAD 83(1986)-  22 00 39.61749(N)    159 46 43.00243(W) AD(       ) 4
 TU2034  OLD HI      -  22 00 50.90300(N)    159 46 53.04600(W) AD(       ) 3
 TU2034
 TU2034.Superseded values are not recommended for survey control.
 TU2034.NGS no longer adjusts projects to the OLD HI datum.
 TU2034.See file dsdata.txt to determine how the superseded data were derived.
 TU2034
 TU2034_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK1963634251(NAD 83)
 TU2034
 TU2034  HISTORY     - Date     Condition        Report By
 TU2034  HISTORY     - UNK      MONUMENTED
 TU2034  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2034
 TU2034                          STATION DESCRIPTION
 TU2034
 TU2034'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2034'STATION IS GONE.  THIS AREA IS NOW HEAVILY COVERED WITH LARGE
 TU2034'KIAWE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1479 ***********************************************************************
 TU1479  DESIGNATION -  WIRELESS POLE
 TU1479  PID         -  TU1479
 TU1479  STATE/COUNTY-  HI/HONOLULU
 TU1479  USGS QUAD   -  KAHUKU (1983)
 TU1479
 TU1479                         *CURRENT SURVEY CONTROL
 TU1479  ___________________________________________________________________
 TU1479* NAD 83(1993)-  21 40 57.86549(N)    157 56 38.44557(W)     ADJUSTED  
 TU1479* LOCAL TIDAL -                                                        
 TU1479  ___________________________________________________________________
 TU1479  EPOCH DATE  -        1993.62
 TU1479  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 TU1479  GEOID HEIGHT-          13.26  (meters)                     GEOID03
 TU1479
 TU1479  HORZ ORDER  -  THIRD
 TU1479
 TU1479.The horizontal coordinates were established by classical geodetic methods
 TU1479.and adjusted by the National Geodetic Survey in December 1998..
 TU1479.The horizontal coordinates are valid at the epoch date displayed above.
 TU1479.The epoch date for horizontal control is a decimal equivalence
 TU1479.of Year/Month/Day.
 TU1479
 TU1479
 TU1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1479
 TU1479.The geoid height was determined by GEOID03.
 TU1479
 TU1479;                    North         East     Units Scale Factor Converg.
 TU1479;SPC HI 3     -    57,141.500   505,794.087   MT  0.99999041   +0 01 14.5
 TU1479;UTM  04      - 2,398,083.424   609,245.213   MT  0.99974747   +0 23 24.7
 TU1479
 TU1479                          SUPERSEDED SURVEY CONTROL
 TU1479
 TU1479  NAD 83(1986)-  21 40 57.81782(N)    157 56 38.45571(W) AD(       ) 4
 TU1479  OLD HI      -  21 41 09.23900(N)    157 56 48.37400(W) AD(       ) 3
 TU1479
 TU1479.Superseded values are not recommended for survey control.
 TU1479.NGS no longer adjusts projects to the OLD HI datum.
 TU1479.See file dsdata.txt to determine how the superseded data were derived.
 TU1479
 TU1479_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0924598083(NAD 83)
 TU1479
 TU1479  HISTORY     - Date     Condition        Report By
 TU1479  HISTORY     - UNK      MONUMENTED
 TU1479  HISTORY     - 1932     SEE DESCRIPTION  CGS
 TU1479  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1479
 TU1479                          STATION DESCRIPTION
 TU1479
 TU1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1479'ABOUT 2 MILES NW OF LAIE BAY, 1/3 MILE NE OF THE TOWN OF
 TU1479'KAHUKU, APPROXIMATELY 200 METERS SE OF A SMALL CEMETERY, AND
 TU1479'15 METERS S OF A GARBAGE DITCH.  THE POLE HAS BEEN REMOVED, BUT
 TU1479'THE FOUR CONCRETE ANCHOR BLOCKS REMAIN.  THE INTERSECTION OF
 TU1479'THE DIAGONALS GIVE A POSITION ACCURATE ENOUGH FOR TOPOGRAPHY.
 TU1479
 TU1479                          STATION RECOVERY (1965)
 TU1479
 TU1479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FJT)
 TU1479'THE POLE IS GONE.  THERE ARE SOME CONCRETE BLOCKS LAYING AT
 TU1479'THE WATER EDGE, BUT NO LONGER A PATTERN OF 4 ANCHOR BLOCKS
 TU1479'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1747 ***********************************************************************
 TU1747  DESIGNATION -  WIRELESS POLE
 TU1747  PID         -  TU1747
 TU1747  STATE/COUNTY-  HI/KAUAI
 TU1747  USGS QUAD   -  LIHUE (1996)
 TU1747
 TU1747                         *CURRENT SURVEY CONTROL
 TU1747  ___________________________________________________________________
 TU1747* NAD 83(1993)-  21 57 30.00720(N)    159 19 58.70930(W)     ADJUSTED  
 TU1747* LOCAL TIDAL -                                                        
 TU1747  ___________________________________________________________________
 TU1747  EPOCH DATE  -        1993.62
 TU1747  LAPLACE CORR-         -12.85  (seconds)                    DEFLEC99
 TU1747  GEOID HEIGHT-          14.87  (meters)                     GEOID03
 TU1747
 TU1747  HORZ ORDER  -  THIRD
 TU1747
 TU1747.The horizontal coordinates were established by classical geodetic methods
 TU1747.and adjusted by the National Geodetic Survey in December 1998..
 TU1747.The horizontal coordinates are valid at the epoch date displayed above.
 TU1747.The epoch date for horizontal control is a decimal equivalence
 TU1747.of Year/Month/Day.
 TU1747
 TU1747
 TU1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1747
 TU1747.The geoid height was determined by GEOID03.
 TU1747
 TU1747;                    North         East     Units Scale Factor Converg.
 TU1747;SPC HI 4     -    13,850.595   517,252.259   MT  0.99999368   +0 03 44.8
 TU1747;UTM  04      - 2,428,252.631   465,619.888   MT  0.99961460   -0 07 28.2
 TU1747
 TU1747                          SUPERSEDED SURVEY CONTROL
 TU1747
 TU1747  NAD 83(1986)-  21 57 29.98940(N)    159 19 58.76104(W) AD(       ) 4
 TU1747  OLD HI      -  21 57 41.31000(N)    159 20 08.81400(W) AD(       ) 3
 TU1747
 TU1747.Superseded values are not recommended for survey control.
 TU1747.NGS no longer adjusts projects to the OLD HI datum.
 TU1747.See file dsdata.txt to determine how the superseded data were derived.
 TU1747
 TU1747_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK6562028253(NAD 83)
 TU1747
 TU1747  HISTORY     - Date     Condition        Report By
 TU1747  HISTORY     - UNK      MONUMENTED
 TU1747  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1747
 TU1747                          STATION DESCRIPTION
 TU1747
 TU1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1747'STATION IS GONE.  THIS AREA IS NOW COVERED WITH A DENSE GROWTH
 TU1747'OF TALL IRONWOOD TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1296 ***********************************************************************
 TU1296  DESIGNATION -  WIRELESS POLE TOP
 TU1296  PID         -  TU1296
 TU1296  STATE/COUNTY-  HI/HONOLULU
 TU1296  USGS QUAD   -  HONOLULU (1983)
 TU1296
 TU1296                         *CURRENT SURVEY CONTROL
 TU1296  ___________________________________________________________________
 TU1296* NAD 83(1993)-  21 18 11.91411(N)    157 51 46.32381(W)     ADJUSTED  
 TU1296* LOCAL TIDAL -                                                        
 TU1296  ___________________________________________________________________
 TU1296  EPOCH DATE  -        1993.62
 TU1296  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 TU1296  GEOID HEIGHT-          15.61  (meters)                     GEOID03
 TU1296
 TU1296  HORZ ORDER  -  THIRD
 TU1296
 TU1296.The horizontal coordinates were established by classical geodetic methods
 TU1296.and adjusted by the National Geodetic Survey in December 1998..
 TU1296.The horizontal coordinates are valid at the epoch date displayed above.
 TU1296.The epoch date for horizontal control is a decimal equivalence
 TU1296.of Year/Month/Day.
 TU1296
 TU1296
 TU1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1296
 TU1296.The geoid height was determined by GEOID03.
 TU1296
 TU1296;                    North         East     Units Scale Factor Converg.
 TU1296;SPC HI 3     -    15,135.140   514,228.563   MT  0.99999250   +0 02 59.4
 TU1296;UTM  04      - 2,356,141.588   617,946.146   MT  0.99977190   +0 24 47.4
 TU1296
 TU1296                          SUPERSEDED SURVEY CONTROL
 TU1296
 TU1296  NAD 83(1986)-  21 18 11.86314(N)    157 51 46.33329(W) AD(       ) 4
 TU1296  OLD HI      -  21 18 23.25600(N)    157 51 56.19100(W) AD(       ) 3
 TU1296
 TU1296.Superseded values are not recommended for survey control.
 TU1296.NGS no longer adjusts projects to the OLD HI datum.
 TU1296.See file dsdata.txt to determine how the superseded data were derived.
 TU1296
 TU1296_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1794656142(NAD 83)
 TU1296
 TU1296  HISTORY     - Date     Condition        Report By
 TU1296  HISTORY     - UNK      MONUMENTED
 TU1296  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1296  HISTORY     - 19990926 MARK NOT FOUND   USPSQD
 TU1296
 TU1296                          STATION DESCRIPTION
 TU1296
 TU1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1296'SEARCHED FOR BUT NOT FOUND.  STATION WAS LOCATED NEAR OLD
 TU1296'STATION HONOLULU LONGITUDE MONUMENT, ON PROPERTY THAT HAS
 TU1296'BEEN A MILITARY RESERVATION FOR YEARS.  IT WAS PROBABLY
 TU1296'DESTROYED AT SOME TIME BY CONSTRUCTION.
 TU1296
 TU1296                          STATION RECOVERY (1999)
 TU1296
 TU1296'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1194 ***********************************************************************
 TU1194  DESIGNATION -  WOODLAWN 1928
 TU1194  PID         -  TU1194
 TU1194  STATE/COUNTY-  HI/HONOLULU
 TU1194  USGS QUAD   -  HONOLULU (1983)
 TU1194
 TU1194                         *CURRENT SURVEY CONTROL
 TU1194  ___________________________________________________________________
 TU1194* NAD 83(1993)-  21 18 34.02625(N)    157 48 03.65158(W)     ADJUSTED  
 TU1194* LOCAL TIDAL -       122.     (meters)     400.     (feet)  SCALED    
 TU1194  ___________________________________________________________________
 TU1194  EPOCH DATE  -        1993.62
 TU1194  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 TU1194  GEOID HEIGHT-          15.87  (meters)                     GEOID03
 TU1194
 TU1194  HORZ ORDER  -  THIRD
 TU1194
 TU1194.The horizontal coordinates were established by classical geodetic methods
 TU1194.and adjusted by the National Geodetic Survey in December 1998..
 TU1194.The horizontal coordinates are valid at the epoch date displayed above.
 TU1194.The epoch date for horizontal control is a decimal equivalence
 TU1194.of Year/Month/Day.
 TU1194
 TU1194.The orthometric height was scaled from a topographic map.
 TU1194
 TU1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1194
 TU1194.The geoid height was determined by GEOID03.
 TU1194
 TU1194;                    North         East     Units Scale Factor Converg.
 TU1194;SPC HI 3     -    15,822.052   520,645.502   MT  0.99999526   +0 04 20.3
 TU1194;UTM  04      - 2,356,869.032   624,357.238   MT  0.99979110   +0 26 08.8
 TU1194
 TU1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1194!SPC HI 3     -   0.99997833  x   0.99999526  =   0.99997359
 TU1194!UTM  04      -   0.99997833  x   0.99979110  =   0.99976943
 TU1194
 TU1194                          SUPERSEDED SURVEY CONTROL
 TU1194
 TU1194  NAD 83(1986)-  21 18 33.97608(N)    157 48 03.66066(W) AD(       ) 3
 TU1194  OLD HI      -  21 18 45.37200(N)    157 48 13.53500(W) AD(       ) 3
 TU1194
 TU1194.Superseded values are not recommended for survey control.
 TU1194.NGS no longer adjusts projects to the OLD HI datum.
 TU1194.See file dsdata.txt to determine how the superseded data were derived.
 TU1194
 TU1194_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ2435756869(NAD 83)
 TU1194_MARKER: Z = SEE DESCRIPTION
 TU1194_SETTING: 0 = UNSPECIFIED SETTING
 TU1194
 TU1194  HISTORY     - Date     Condition        Report By
 TU1194  HISTORY     - 1928     MONUMENTED       CGS
 TU1194  HISTORY     - 1965     SEE DESCRIPTION  CGS
 TU1194
 TU1194                          STATION DESCRIPTION
 TU1194
 TU1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1928 (LGS)
 TU1194'A STANDARD BRONZE DISK (TERRITORY SURVEY) SET IN CONCRETE PIER
 TU1194'ON GROUND AT THE EXTREME EAST SIDE OF MANOA VALLEY ON THE UPPER
 TU1194'EASTERN END OF KAHALOA DRIVE WHERE IT MAKES A SHARP BEND TO THE
 TU1194'NORTH.  IT IS ABOUT 15 FEET EAST OF CURB, JUST BEYOND THE BEND.
 TU1194
 TU1194                          STATION RECOVERY (1965)
 TU1194
 TU1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DMW)
 TU1194'STATION WAS SEARCHED FOR BUT NOT FOUND.  THE HOME OF K.C. YUEN
 TU1194'IS NOW ON THIS LAND.  THE YARD IS TERRACED AND IT IS BELIEVED
 TU1194'THAT THE STATION WAS DESTROYED BY THE LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3245 ***********************************************************************
 TU3245  DESIGNATION -  WRECK
 TU3245  PID         -  TU3245
 TU3245  STATE/COUNTY-  HI/MAUI
 TU3245  USGS QUAD   -  
 TU3245
 TU3245                         *CURRENT SURVEY CONTROL
 TU3245  ___________________________________________________________________
 TU3245* NAD 83(1993)-  20 55 19.09084(N)    156 54 51.65335(W)     ADJUSTED  
 TU3245* LOCAL TIDAL -                                                        
 TU3245  ___________________________________________________________________
 TU3245  EPOCH DATE  -        1993.62
 TU3245  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 TU3245  GEOID HEIGHT-          16.12  (meters)                     GEOID03
 TU3245
 TU3245  HORZ ORDER  -  THIRD
 TU3245
 TU3245.The horizontal coordinates were established by classical geodetic methods
 TU3245.and adjusted by the National Geodetic Survey in December 1998..
 TU3245.The horizontal coordinates are valid at the epoch date displayed above.
 TU3245.The epoch date for horizontal control is a decimal equivalence
 TU3245.of Year/Month/Day.
 TU3245
 TU3245
 TU3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3245
 TU3245.The geoid height was determined by GEOID03.
 TU3245
 TU3245;                    North         East     Units Scale Factor Converg.
 TU3245;SPC HI 2     -    65,186.957   474,235.895   MT  0.99997487   -0 05 18.4
 TU3245;UTM  04      - 2,314,922.055   716,907.708   MT  1.00018146   +0 44 42.3
 TU3245
 TU3245                          SUPERSEDED SURVEY CONTROL
 TU3245
 TU3245  NAD 83(1986)-  20 55 19.05044(N)    156 54 51.60982(W) AD(       ) 4
 TU3245  OLD HI      -  20 55 30.58200(N)    156 55 01.61600(W) AD(       ) 3
 TU3245
 TU3245.Superseded values are not recommended for survey control.
 TU3245.NGS no longer adjusts projects to the OLD HI datum.
 TU3245.See file dsdata.txt to determine how the superseded data were derived.
 TU3245
 TU3245_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ1690814922(NAD 83)
 TU3245
 TU3245  HISTORY     - Date     Condition        Report By
 TU3245  HISTORY     - 1931     MONUMENTED       CGS
 TU3245  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3245
 TU3245                          STATION DESCRIPTION
 TU3245
 TU3245'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (OWS)
 TU3245'STATION IS THE HIGHEST POINT OF AN OLD PARTLY SUBMERGED WRECKED
 TU3245'SHIP.  IT IS LOCATED ON THE N SIDE OF LANAI ISLAND ABOUT 1 MI. W
 TU3245'OF LIGHT TOWER.  JUST E OF THE STATION, THERE IS A SMALL BREAK IN
 TU3245'THE CORAL REEF FRINGING THE SHORE.
 TU3245'
 TU3245'THIS IS AN INTERSECTION STATION.
 TU3245
 TU3245                          STATION RECOVERY (1962)
 TU3245
 TU3245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3245'A SECTION OF AN OLD WRECK IS VISIBLE IN THE APPROXIMATE LOCATION OF
 TU3245'THE STATION.  IT APPEARS TO BE A SECTION OF ONE SIDE OF A SHIP AND
 TU3245'PROJECTS ONLY A FEW FEET ABOVE WATER.
 TU3245'
 TU3245'A LATER WRECK, A LARGE, GREY TRANSPORT SHIP THAT APPEARS TO BE A
 TU3245'WORLD WAR II TYPE, LAYS ABOUT 1/4 MILE EAST.  SEE DESCRIPTION FOR
 TU3245'THAT INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1263 ***********************************************************************
 TU1263  DESIGNATION -  WYLLIE 1927
 TU1263  PID         -  TU1263
 TU1263  STATE/COUNTY-  HI/HONOLULU
 TU1263  USGS QUAD   -  HONOLULU (1983)
 TU1263
 TU1263                         *CURRENT SURVEY CONTROL
 TU1263  ___________________________________________________________________
 TU1263* NAD 83(1993)-  21 20 04.31114(N)    157 51 07.51288(W)     ADJUSTED  
 TU1263* LOCAL TIDAL -       160.     (meters)     525.     (feet)  SCALED    
 TU1263  ___________________________________________________________________
 TU1263  EPOCH DATE  -        1993.62
 TU1263  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 TU1263  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU1263
 TU1263  HORZ ORDER  -  THIRD
 TU1263
 TU1263.The horizontal coordinates were established by classical geodetic methods
 TU1263.and adjusted by the National Geodetic Survey in December 1998..
 TU1263.The horizontal coordinates are valid at the epoch date displayed above.
 TU1263.The epoch date for horizontal control is a decimal equivalence
 TU1263.of Year/Month/Day.
 TU1263
 TU1263.The orthometric height was scaled from a topographic map.
 TU1263
 TU1263.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1263
 TU1263.The geoid height was determined by GEOID03.
 TU1263
 TU1263;                    North         East     Units Scale Factor Converg.
 TU1263;SPC HI 3     -    18,592.995   515,343.915   MT  0.99999291   +0 03 13.7
 TU1263;UTM  04      - 2,359,605.692   619,039.292   MT  0.99977510   +0 25 03.6
 TU1263
 TU1263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1263!SPC HI 3     -   0.99997236  x   0.99999291  =   0.99996527
 TU1263!UTM  04      -   0.99997236  x   0.99977510  =   0.99974746
 TU1263
 TU1263:                Primary Azimuth Mark                     Grid Az
 TU1263:SPC HI 3     -  HONOLULU ALOHA TOWER                     205 18 33.7
 TU1263:UTM  04      -  HONOLULU ALOHA TOWER                     204 56 43.8
 TU1263
 TU1263|---------------------------------------------------------------------|
 TU1263| PID    Reference Object                     Distance      Geod. Az  |
 TU1263|                                                           dddmmss.s |
 TU1263| TU1310 HONOLULU ALOHA TOWER                APPROX. 3.4 KM 2052147.4 |
 TU1263|---------------------------------------------------------------------|
 TU1263
 TU1263                          SUPERSEDED SURVEY CONTROL
 TU1263
 TU1263  NAD 83(1986)-  21 20 04.26092(N)    157 51 07.52205(W) AD(       ) 3
 TU1263  OLD HI      -  21 20 15.65100(N)    157 51 17.40100(W) AD(       ) 3
 TU1263
 TU1263.Superseded values are not recommended for survey control.
 TU1263.NGS no longer adjusts projects to the OLD HI datum.
 TU1263.See file dsdata.txt to determine how the superseded data were derived.
 TU1263
 TU1263_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1903959606(NAD 83)
 TU1263
 TU1263  HISTORY     - Date     Condition        Report By
 TU1263  HISTORY     - 1927     MONUMENTED       CGS
 TU1263  HISTORY     - 1940     SEE DESCRIPTION  CGS
 TU1263  HISTORY     - 1963     SEE DESCRIPTION  CGS
 TU1263
 TU1263                          STATION DESCRIPTION
 TU1263
 TU1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (EOH)
 TU1263'THIS STATION IS LOCATED AT THE N SIDE OF NUUANU VALLEY, ON THE
 TU1263'S SLOPE OF A RIDGE KNOWN AS ALEWA HEIGHTS.  IT IS ON THE N
 TU1263'EXTENSION OF WYLLIE STREET.
 TU1263'
 TU1263'STATION IS MARKED BY A TYPE C MARK OF THE HAWAIIAN TERRITORIAL
 TU1263'SURVEY.
 TU1263
 TU1263                          STATION RECOVERY (1963)
 TU1263
 TU1263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRP)
 TU1263'A TYPE C HAWAIIAN TERRITORIAL SURVEY SIGNAL WAS RECOVERED AND
 TU1263'FOUND IN GOOD CONDITION.
 TU1263'
 TU1263'A COMPLETE DESCRIPTION FOLLOWS--
 TU1263'
 TU1263'STATION IS LOCATED ABOUT 2 MILES AIRLINE NORTH-NORTHEAST OF THE
 TU1263'FEDERAL BUILDING IN HONOLULU.  IN THE ALEWA HEIGHTS DISTRICT, AND
 TU1263'IN BACK OF THE HOUSE AT 1172 KAUMAILUNA PL.
 TU1263'
 TU1263'TO REACH STATION FROM THE JUNCTION OF BERETANIA STREET AND
 TU1263'NUUANU AVE. IN HONOLULU, GO NORTHEAST ON NUUANU AVE. FOR 1.5
 TU1263'MILES.  TURN LEFT ON WYLLIE STREET AND GO 0.55 MILE.  TURN LEFT
 TU1263'AT T-INTERSECTION AND FOLLOW ALEWA DRIVE UPGRADE FOR 0.4
 TU1263'MILE.  TURN RIGHT AND GO 0.15 MILE ON ALEWA DRIVE TO
 TU1263'FORK.  CONTINUE AHEAD, ON RIGHT FORK, KAUMAILUNA PL., FOR 0.15
 TU1263'MILE TO END OF STREET AND STATION UP BEHIND HOUSE.
 TU1263'
 TU1263'STATION IS CENTER OF 2-1/2-INCH, IRON PIPE PROJECTING FROM
 TU1263'CENTER OF 5-FOOT-SQUARE, CONCRETE FLOOR ON TOP OF SOLID, STONE
 TU1263'AND CEMENT FOUNDATION THAT IS 4 FEET HIGH.  IT SETS IN AN L-CORNER
 TU1263'AT REAR OF HOUSE, 1.8 FEET SOUTHEAST OF ONE EAVE TROUGH AND 3.6
 TU1263'FEET NORTHEAST OF OTHER EAVE TROUGH.  THE ENTIRE SIGNAL IS
 TU1263'HEAVILY COVERED WITH VINES.
 TU1263'
 TU1263'NOTE--BECAUSE OF THE WELL-PROTECTED POSITION OF THE STATION,
 TU1263'AND BECAUSE THERE IS NO SUITABLE LOCATION IN THE SMALL YARD AREA,
 TU1263'NO REFERENCE MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU3423 ***********************************************************************
 TU3423  DESIGNATION -  X
 TU3423  PID         -  TU3423
 TU3423  STATE/COUNTY-  HI/MAUI
 TU3423  USGS QUAD   -  MOLOKAI AIRPORT (1993)
 TU3423
 TU3423                         *CURRENT SURVEY CONTROL
 TU3423  ___________________________________________________________________
 TU3423* NAD 83(1993)-  21 06 11.86744(N)    157 08 46.24467(W)     ADJUSTED  
 TU3423* LOCAL TIDAL -       155.     (meters)     509.     (feet)  SCALED    
 TU3423  ___________________________________________________________________
 TU3423  EPOCH DATE  -        1993.62
 TU3423  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 TU3423  GEOID HEIGHT-          15.86  (meters)                     GEOID03
 TU3423
 TU3423  HORZ ORDER  -  THIRD
 TU3423
 TU3423.The horizontal coordinates were established by classical geodetic methods
 TU3423.and adjusted by the National Geodetic Survey in December 1998..
 TU3423.The horizontal coordinates are valid at the epoch date displayed above.
 TU3423.The epoch date for horizontal control is a decimal equivalence
 TU3423.of Year/Month/Day.
 TU3423
 TU3423.The orthometric height was scaled from a topographic map.
 TU3423
 TU3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU3423
 TU3423.The geoid height was determined by GEOID03.
 TU3423
 TU3423;                    North         East     Units Scale Factor Converg.
 TU3423;SPC HI 2     -    85,317.461   450,180.511   MT  0.99999733   -0 10 21.5
 TU3423;UTM  04      - 2,334,701.691   692,557.598   MT  1.00005822   +0 40 03.6
 TU3423
 TU3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU3423!SPC HI 2     -   0.99997314  x   0.99999733  =   0.99997047
 TU3423!UTM  04      -   0.99997314  x   1.00005822  =   1.00003136
 TU3423
 TU3423:                Primary Azimuth Mark                     Grid Az
 TU3423:SPC HI 2     -  W C 26                                   190 42 49.6
 TU3423:UTM  04      -  W C 26                                   189 52 24.5
 TU3423
 TU3423|---------------------------------------------------------------------|
 TU3423| PID    Reference Object                     Distance      Geod. Az  |
 TU3423|                                                           dddmmss.s |
 TU3423| TU3424 W C 26                              APPROX. 1.1 KM 1903228.1 |
 TU3423|---------------------------------------------------------------------|
 TU3423
 TU3423                          SUPERSEDED SURVEY CONTROL
 TU3423
 TU3423  NAD 83(1986)-  21 06 11.82317(N)    157 08 46.19800(W) AD(       ) 3
 TU3423  OLD HI      -  21 06 23.26000(N)    157 08 56.32000(W) AD(       ) 3
 TU3423
 TU3423.Superseded values are not recommended for survey control.
 TU3423.NGS no longer adjusts projects to the OLD HI datum.
 TU3423.See file dsdata.txt to determine how the superseded data were derived.
 TU3423
 TU3423_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ9255834702(NAD 83)
 TU3423
 TU3423  HISTORY     - Date     Condition        Report By
 TU3423  HISTORY     - UNK      MONUMENTED
 TU3423  HISTORY     - 1962     SEE DESCRIPTION  CGS
 TU3423
 TU3423                          STATION DESCRIPTION
 TU3423
 TU3423'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (HJS)
 TU3423'THE LOCATION OF THE STATION WAS PLOTTED ON A U.S.G.S. QUADRANGLE
 TU3423'AND THE AREA VISITED.  A THOROUGH SEARCH OF THE AREA WAS MADE
 TU3423'BUT NOTHING THAT MIGHT HAE BEEN USED TO MARK THE STATION WAS
 TU3423'FOUND.
 TU3423'
 TU3423'THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0354 ***********************************************************************
 TU0354  DESIGNATION -  X 11
 TU0354  PID         -  TU0354
 TU0354  STATE/COUNTY-  HI/HONOLULU
 TU0354  USGS QUAD   -  KOKO HEAD (1983)
 TU0354
 TU0354                         *CURRENT SURVEY CONTROL
 TU0354  ___________________________________________________________________
 TU0354* NAD 83(1986)-  21 20 48.     (N)    157 42 56.     (W)     SCALED    
 TU0354* LOCAL TIDAL -         8.057  (meters)      26.43   (feet)  ADJ UNCH  
 TU0354  ___________________________________________________________________
 TU0354  GEOID HEIGHT-          15.76  (meters)                     GEOID03
 TU0354
 TU0354  VERT ORDER  -  FIRST     CLASS II
 TU0354
 TU0354.The horizontal coordinates were scaled from a topographic map and have
 TU0354.an estimated accuracy of +/- 6 seconds.
 TU0354
 TU0354.The orthometric height was key entered from printed documents
 TU0354.and not key verified.
 TU0354
 TU0354.The geoid height was determined by GEOID03.
 TU0354
 TU0354;                    North         East    Units  Estimated Accuracy
 TU0354;SPC HI 3     -    19,960.      529,510.      MT  (+/- 180 meters Scaled)
 TU0354
 TU0354                          SUPERSEDED SURVEY CONTROL
 TU0354
 TU0354.No superseded survey control is available for this station.
 TU0354
 TU0354_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ331610(NAD 83)
 TU0354_MARKER: DB = BENCH MARK DISK
 TU0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0354_SP_SET: BASE
 TU0354_STAMPING: X 11 1969
 TU0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0354
 TU0354  HISTORY     - Date     Condition        Report By
 TU0354  HISTORY     - 1969     MONUMENTED       CGS
 TU0354  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 TU0354
 TU0354                          STATION DESCRIPTION
 TU0354
 TU0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0354'1.65 MI NW FROM WAIMANALO.
 TU0354'1.65 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0354'WAIMANALO, AT WAIMANALO SCHOOL, IN THE TOP OF THE NORTHEAST CORNER OF
 TU0354'THE CONCRETE BASE OF THE FLAGPOLE, 95.0 FEET SOUTH OF THE CENTER LINE
 TU0354'OF THE HIGHWAY, 74.0 FEET NORTH OF THE NORTH EDGE OF THE BOTTOM STEP
 TU0354'OF THE MAIN ENTRANCE TO THE SCHOOL, 1.0 FOOT SOUTHWEST OF THE
 TU0354'NORTHEAST CORNER OF THE FOUNDATION, AND ABOUT LEVEL WITH THE GROUND.
 TU0354
 TU0354                          STATION RECOVERY (1982)
 TU0354
 TU0354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 TU0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0364 ***********************************************************************
 TU0364  DESIGNATION -  X 12
 TU0364  PID         -  TU0364
 TU0364  STATE/COUNTY-  HI/HONOLULU
 TU0364  USGS QUAD   -  MOKAPU (1983)
 TU0364
 TU0364                         *CURRENT SURVEY CONTROL
 TU0364  ___________________________________________________________________
 TU0364* NAD 83(1986)-  21 22 38.     (N)    157 45 56.     (W)     SCALED    
 TU0364* LOCAL TIDAL -        13.794  (meters)      45.26   (feet)  ADJ UNCH  
 TU0364  ___________________________________________________________________
 TU0364  GEOID HEIGHT-          16.06  (meters)                     GEOID03
 TU0364
 TU0364  VERT ORDER  -  FIRST     CLASS II
 TU0364
 TU0364.The horizontal coordinates were scaled from a topographic map and have
 TU0364.an estimated accuracy of +/- 6 seconds.
 TU0364
 TU0364.The orthometric height was key entered from printed documents
 TU0364.and not key verified.
 TU0364
 TU0364.The geoid height was determined by GEOID03.
 TU0364
 TU0364;                    North         East    Units  Estimated Accuracy
 TU0364;SPC HI 3     -    23,330.      524,310.      MT  (+/- 180 meters Scaled)
 TU0364
 TU0364                          SUPERSEDED SURVEY CONTROL
 TU0364
 TU0364.No superseded survey control is available for this station.
 TU0364
 TU0364_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ279643(NAD 83)
 TU0364_MARKER: DB = BENCH MARK DISK
 TU0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0364_SP_SET: CURB
 TU0364_STAMPING: X 12 1969
 TU0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0364
 TU0364  HISTORY     - Date     Condition        Report By
 TU0364  HISTORY     - 1969     MONUMENTED       CGS
 TU0364
 TU0364                          STATION DESCRIPTION
 TU0364
 TU0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0364'6.35 MI NW FROM WAIMANALO.
 TU0364'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0364'WAIMANALO, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 61, 2.05
 TU0364'MILES SOUTHWEST OF KAILUA, IN THE TOP OF THE SOUTHWEST CORNER OF A
 TU0364'CONCRETE WALK AT THE NORTHWEST END OF A BRIDGE OVER KAHANAIKI STREAM,
 TU0364'15.0 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST BOUND LANES OF
 TU0364'THE HIGHWAY, 25.1 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 5.2 FEET
 TU0364'SOUTH OF THE SOUTHEAST END OF A WOODEN GUARDRAIL, 0.75 FOOT SOUTHEAST
 TU0364'OF THE NORTHWEST END OF THE CURB OF THE WALK, AND ABOUT 1/2 FOOT
 TU0364'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0609 ***********************************************************************
 TU0609  DESIGNATION -  X 13
 TU0609  PID         -  TU0609
 TU0609  STATE/COUNTY-  HI/HONOLULU
 TU0609  USGS QUAD   -  WAIANAE (1983)
 TU0609
 TU0609                         *CURRENT SURVEY CONTROL
 TU0609  ___________________________________________________________________
 TU0609* NAD 83(1986)-  21 25 44.     (N)    158 10 50.     (W)     SCALED    
 TU0609* LOCAL TIDAL -         3.199  (meters)      10.50   (feet)  ADJ UNCH  
 TU0609  ___________________________________________________________________
 TU0609  GEOID HEIGHT-          15.38  (meters)                     GEOID03
 TU0609
 TU0609  VERT ORDER  -  FIRST     CLASS II
 TU0609
 TU0609.The horizontal coordinates were scaled from a topographic map and have
 TU0609.an estimated accuracy of +/- 6 seconds.
 TU0609
 TU0609.The orthometric height was key entered from printed documents
 TU0609.and not key verified.
 TU0609
 TU0609.The geoid height was determined by GEOID03.
 TU0609
 TU0609;                    North         East    Units  Estimated Accuracy
 TU0609;SPC HI 3     -    29,040.      481,280.      MT  (+/- 180 meters Scaled)
 TU0609
 TU0609                          SUPERSEDED SURVEY CONTROL
 TU0609
 TU0609.No superseded survey control is available for this station.
 TU0609
 TU0609_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ849698(NAD 83)
 TU0609_MARKER: DB = BENCH MARK DISK
 TU0609_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0609_SP_SET: SEAWALL
 TU0609_STAMPING: X 13 1969
 TU0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0609
 TU0609  HISTORY     - Date     Condition        Report By
 TU0609  HISTORY     - 1969     MONUMENTED       CGS
 TU0609  HISTORY     - 20060607 MARK NOT FOUND   HIDT
 TU0609
 TU0609                          STATION DESCRIPTION
 TU0609
 TU0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0609'1.0 MI S FROM WAIANAE.
 TU0609'1.0 MILE SOUTH ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT WAIANAE,
 TU0609'AT THE JUNCTION OF MAILIILI ROAD, IN THE TOP AND THE CENTER OF A
 TU0609'CONCRETE SEAWALL OF THE MAILIILII STREAM, ON THE NORTH SIDE OF THE
 TU0609'STREAM, 45.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 74.0 FEET
 TU0609'NORTHWEST OF THE EXTENDED CENTER LINE OF THE ROAD, 91.7 FEET WEST OF
 TU0609'THE NORTHWEST CORNER OF A CONCRETE RAILING OF THE HIGHWAY BRIDGE OVER
 TU0609'MAILIILII STREAM, 6 FEET SOUTHWEST OF TELEPHONE POLE 132, 51.0 FEET
 TU0609'EAST OF THE WEST END OF THE CONCRETE PORTION OF THE SEAWALL, AND ABOUT
 TU0609'1 FOOT LOWER THAN THE HIGHWAY.
 TU0609
 TU0609                          STATION RECOVERY (2006)
 TU0609
 TU0609'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0609'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0644 ***********************************************************************
 TU0644  DESIGNATION -  X 14
 TU0644  PID         -  TU0644
 TU0644  STATE/COUNTY-  HI/HONOLULU
 TU0644  USGS QUAD   -  WAIPAHU (1983)
 TU0644
 TU0644                         *CURRENT SURVEY CONTROL
 TU0644  ___________________________________________________________________
 TU0644* NAD 83(1986)-  21 25 36.     (N)    158 00 37.     (W)     SCALED    
 TU0644* LOCAL TIDAL -        94.522  (meters)     310.11   (feet)  ADJ UNCH  
 TU0644  ___________________________________________________________________
 TU0644  GEOID HEIGHT-          15.79  (meters)                     GEOID03
 TU0644
 TU0644  VERT ORDER  -  FIRST     CLASS II
 TU0644
 TU0644.The horizontal coordinates were scaled from a topographic map and have
 TU0644.an estimated accuracy of +/- 6 seconds.
 TU0644
 TU0644.The orthometric height was key entered from printed documents
 TU0644.and not key verified.
 TU0644
 TU0644.The geoid height was determined by GEOID03.
 TU0644
 TU0644;                    North         East    Units  Estimated Accuracy
 TU0644;SPC HI 3     -    28,790.      498,930.      MT  (+/- 180 meters Scaled)
 TU0644
 TU0644                          SUPERSEDED SURVEY CONTROL
 TU0644
 TU0644.No superseded survey control is available for this station.
 TU0644
 TU0644_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ025696(NAD 83)
 TU0644_MARKER: DB = BENCH MARK DISK
 TU0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0644_SP_SET: BRIDGE
 TU0644_STAMPING: X 14 1969
 TU0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0644
 TU0644  HISTORY     - Date     Condition        Report By
 TU0644  HISTORY     - 1969     MONUMENTED       CGS
 TU0644
 TU0644                          STATION DESCRIPTION
 TU0644
 TU0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0644'3.9 MI NW FROM PEARL CITY.
 TU0644'0.6 MILE WEST ALONG STATE HIGHWAY 90 FROM THE INTERSECTION OF WAIMANO
 TU0644'HOME ROAD AT PEARL CITY, THENCE 3.3 MILES NORTHWEST ALONG STATE
 TU0644'HIGHWAY 99, AT THE JUNCTION OF A PAVED ROAD SOUTH TO THE LOWER KIPAPA
 TU0644'MILITARY RESERVATION, IN THE TOP OF A ROCK OUTCROP AT THE NORTHWEST
 TU0644'END OF A CUT, 29.0 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 TU0644'8.2 FEET NORTHEAST OF A METAL GUARDRAIL, 96.7 FEET SOUTHEAST OF THE
 TU0644'NORTHEAST CONCRETE PILLAR OF A GUARDRAIL OF THE SOUTHEAST END OF A
 TU0644'BRIDGE OVER KIPAPA GULCH, 50.5 FEET NORTHEAST AND ACROSS THE HIGHWAY
 TU0644'FROM A METAL POLE BEARING KIPAPA GULCH SIGN, AND ABOUT LEVEL WITH THE
 TU0644'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0511 ***********************************************************************
 TU0511  DESIGNATION -  X 15
 TU0511  PID         -  TU0511
 TU0511  STATE/COUNTY-  HI/HONOLULU
 TU0511  USGS QUAD   -  KAHUKU (1983)
 TU0511
 TU0511                         *CURRENT SURVEY CONTROL
 TU0511  ___________________________________________________________________
 TU0511* NAD 83(1986)-  21 41 46.     (N)    157 59 55.     (W)     SCALED    
 TU0511* LOCAL TIDAL -         4.566  (meters)      14.98   (feet)  ADJ UNCH  
 TU0511  ___________________________________________________________________
 TU0511  GEOID HEIGHT-          13.21  (meters)                     GEOID03
 TU0511
 TU0511  VERT ORDER  -  FIRST     CLASS II
 TU0511
 TU0511.The horizontal coordinates were scaled from a topographic map and have
 TU0511.an estimated accuracy of +/- 6 seconds.
 TU0511
 TU0511.The orthometric height was key entered from printed documents
 TU0511.and not key verified.
 TU0511
 TU0511.The geoid height was determined by GEOID03.
 TU0511
 TU0511;                    North         East    Units  Estimated Accuracy
 TU0511;SPC HI 3     -    58,620.      500,140.      MT  (+/- 180 meters Scaled)
 TU0511
 TU0511                          SUPERSEDED SURVEY CONTROL
 TU0511
 TU0511.No superseded survey control is available for this station.
 TU0511
 TU0511_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ035995(NAD 83)
 TU0511_MARKER: DB = BENCH MARK DISK
 TU0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0511_SP_SET: CULVERT
 TU0511_STAMPING: X 15 1969
 TU0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0511+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 TU0511
 TU0511  HISTORY     - Date     Condition        Report By
 TU0511  HISTORY     - 1969     MONUMENTED       CGS
 TU0511  HISTORY     - 20050607 GOOD             TERRSV
 TU0511
 TU0511                          STATION DESCRIPTION
 TU0511
 TU0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0511'3.8 MI NW FROM KAHUKU.
 TU0511'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0511'COMPANY HEADQUARTERS AT KAHUKU, IN THE TOP AND 1.3 FEET EAST OF THE
 TU0511'WEST END OF THE NORTH CONCRETE HEAD WALL OF CONCRETE BOX CULVERT, 18.5
 TU0511'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 80 FEET EAST OF POWER
 TU0511'POLE 65, 173.5 FEET WEST OF POWER POLE 64, AND ABOUT 1/2 FOOT HIGHER
 TU0511'THAN THE HIGHWAY.
 TU0511
 TU0511                          STATION RECOVERY (2005)
 TU0511
 TU0511'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 TU0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0403 ***********************************************************************
 TU0403  DESIGNATION -  X 2
 TU0403  PID         -  TU0403
 TU0403  STATE/COUNTY-  HI/HONOLULU
 TU0403  USGS QUAD   -  HONOLULU (1983)
 TU0403
 TU0403                         *CURRENT SURVEY CONTROL
 TU0403  ___________________________________________________________________
 TU0403* NAD 83(1986)-  21 22 02.     (N)    157 47 35.     (W)     SCALED    
 TU0403* LOCAL TIDAL -       361.573  (meters)    1186.26   (feet)  ADJ UNCH  
 TU0403  ___________________________________________________________________
 TU0403  GEOID HEIGHT-          16.15  (meters)                     GEOID03
 TU0403
 TU0403  VERT ORDER  -  FIRST     CLASS II
 TU0403
 TU0403.The horizontal coordinates were scaled from a topographic map and have
 TU0403.an estimated accuracy of +/- 6 seconds.
 TU0403
 TU0403.The orthometric height was key entered from printed documents
 TU0403.and not key verified.
 TU0403
 TU0403.The geoid height was determined by GEOID03.
 TU0403
 TU0403;                    North         East    Units  Estimated Accuracy
 TU0403;SPC HI 3     -    22,220.      521,460.      MT  (+/- 180 meters Scaled)
 TU0403
 TU0403                          SUPERSEDED SURVEY CONTROL
 TU0403
 TU0403.No superseded survey control is available for this station.
 TU0403
 TU0403_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ251632(NAD 83)
 TU0403_MARKER: DB = BENCH MARK DISK
 TU0403_SETTING: 66 = SET IN ROCK OUTCROP
 TU0403_SP_SET: BEDROCK
 TU0403_STAMPING: X 2
 TU0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0403+STABILITY: POSITION/ELEVATION WELL
 TU0403
 TU0403  HISTORY     - Date     Condition        Report By
 TU0403  HISTORY     - UNK      MONUMENTED       CGS
 TU0403  HISTORY     - 1962     GOOD             NGS
 TU0403  HISTORY     - 1969     GOOD             NGS
 TU0403  HISTORY     - 20030722 GOOD             USPSQD
 TU0403
 TU0403                          STATION DESCRIPTION
 TU0403
 TU0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0403'6.3 MI NE FROM HONOLULU.
 TU0403'6.3 MILES NORTHEAST ALONG THE PALI HIGHWAY FROM THE FEDERAL BUILDING
 TU0403'IN HONOLULU, AT THE OBSERVATION POINT AT THE SUMMIT OF THE PALI. 27.5
 TU0403'FEET NORTHEAST OF THE NORTH SIDE OF A HISTORICAL TABLET, 9.8 FEET EAST
 TU0403'OF THE EAST END OF A LARGE BEDROCK OUTCROP, NEAR 2 OBSERVATION
 TU0403'TELESCOPES, AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 TU0403'WESTERN-MOST ONE OF THE CONCRETE PROJECTIONS ALONG THE TOP OF THE
 TU0403'CONCRETE RAILING AROUND THE OBSERVATION POINT.
 TU0403
 TU0403                          STATION RECOVERY (1969)
 TU0403
 TU0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 TU0403'RECOVERED IN GOOD CONDITION.
 TU0403
 TU0403                          STATION RECOVERY (2003)
 TU0403
 TU0403'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRS)
 TU0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0095 ***********************************************************************
 TU0095  DESIGNATION -  X 20
 TU0095  PID         -  TU0095
 TU0095  STATE/COUNTY-  HI/HAWAII
 TU0095  USGS QUAD   -  VOLCANO (1997)
 TU0095
 TU0095                         *CURRENT SURVEY CONTROL
 TU0095  ___________________________________________________________________
 TU0095* NAD 83(1986)-  19 25 39.     (N)    155 14 05.     (W)     SCALED    
 TU0095* LOCAL TIDAL -      1142.411  (meters)    3748.06   (feet)  ADJ UNCH  
 TU0095  ___________________________________________________________________
 TU0095  GEOID HEIGHT-          22.01  (meters)                     GEOID03
 TU0095
 TU0095  VERT ORDER  -  FIRST     CLASS I
 TU0095
 TU0095.The horizontal coordinates were scaled from a topographic map and have
 TU0095.an estimated accuracy of +/- 6 seconds.
 TU0095
 TU0095.The orthometric height was key entered from printed documents
 TU0095.and not key verified.
 TU0095
 TU0095.The geoid height was determined by GEOID03.
 TU0095
 TU0095;                    North         East    Units  Estimated Accuracy
 TU0095;SPC HI 1     -    65,790.      527,860.      MT  (+/- 180 meters Scaled)
 TU0095
 TU0095                          SUPERSEDED SURVEY CONTROL
 TU0095
 TU0095.No superseded survey control is available for this station.
 TU0095
 TU0095_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB653496(NAD 83)
 TU0095_MARKER: DB = BENCH MARK DISK
 TU0095_SETTING: 66 = SET IN ROCK OUTCROP
 TU0095_SP_SET: BEDROCK
 TU0095_STAMPING: X 20 1975
 TU0095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0095+STABILITY: POSITION/ELEVATION WELL
 TU0095
 TU0095  HISTORY     - Date     Condition        Report By
 TU0095  HISTORY     - 1975     MONUMENTED       NGS
 TU0095
 TU0095                          STATION DESCRIPTION
 TU0095
 TU0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0095'0.20 MI SW FROM VOLCANO.
 TU0095'0.20 MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AN
 TU0095'POST OFFICE IN VOLCANO TO A SIDEROAD SOUTHEAST.  SET IN EXPOSED LAVA
 TU0095'BEDROCK ON THE LEFT SIDE OF THE HIGHWAY.  298.0 FEET SOUTHEAST OF THE
 TU0095'CENTERLINE OF THE OLD HIGHWAY.  25.0 FEET NORTHEAST OF THE CENTERLINE
 TU0095'OF THE SIDEROAD.  ABOUT 2.5 FEET ABOVE THE LEVEL OF THE SIDEROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0114 ***********************************************************************
 TU0114  DESIGNATION -  X 21
 TU0114  PID         -  TU0114
 TU0114  STATE/COUNTY-  HI/HAWAII
 TU0114  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0114
 TU0114                         *CURRENT SURVEY CONTROL
 TU0114  ___________________________________________________________________
 TU0114* NAD 83(1986)-  19 26 31.     (N)    155 18 56.     (W)     SCALED    
 TU0114* LOCAL TIDAL -      1279.437  (meters)    4197.62   (feet)  ADJ UNCH  
 TU0114  ___________________________________________________________________
 TU0114  GEOID HEIGHT-          23.82  (meters)                     GEOID03
 TU0114
 TU0114  VERT ORDER  -  FIRST     CLASS I
 TU0114
 TU0114.The horizontal coordinates were scaled from a topographic map and have
 TU0114.an estimated accuracy of +/- 6 seconds.
 TU0114
 TU0114.The orthometric height was key entered from printed documents
 TU0114.and not key verified.
 TU0114
 TU0114.The geoid height was determined by GEOID03.
 TU0114
 TU0114;                    North         East    Units  Estimated Accuracy
 TU0114;SPC HI 1     -    67,380.      519,370.      MT  (+/- 180 meters Scaled)
 TU0114
 TU0114                          SUPERSEDED SURVEY CONTROL
 TU0114
 TU0114.No superseded survey control is available for this station.
 TU0114
 TU0114_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB568513(NAD 83)
 TU0114_MARKER: DB = BENCH MARK DISK
 TU0114_SETTING: 66 = SET IN ROCK OUTCROP
 TU0114_SP_SET: BEDROCK
 TU0114_STAMPING: X 21 1975
 TU0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0114+STABILITY: POSITION/ELEVATION WELL
 TU0114
 TU0114  HISTORY     - Date     Condition        Report By
 TU0114  HISTORY     - 1975     MONUMENTED       NGS
 TU0114
 TU0114                          STATION DESCRIPTION
 TU0114
 TU0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0114'7.15 MI SW FROM VOLCANO.
 TU0114'0.80 MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0114'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0114'HIGHWAY 11, THENCE 3.05 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD. SET
 TU0114'IN LAVA BEDROCK ON THE RIGHT SIDE OF THE ROAD AND ON THE INSIDE OF A
 TU0114'SHARP CURVE.  16.6 FEET NORTHEAST OF THE CENTERLINE OF MAUNA LOA ROAD.
 TU0114'4.0 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0874 ***********************************************************************
 TU0874  DESIGNATION -  X 22
 TU0874  PID         -  TU0874
 TU0874  STATE/COUNTY-  HI/MAUI
 TU0874  USGS QUAD   -  MAKENA (1995)
 TU0874
 TU0874                         *CURRENT SURVEY CONTROL
 TU0874  ___________________________________________________________________
 TU0874* NAD 83(1986)-  20 38 30.     (N)    156 26 38.     (W)     SCALED    
 TU0874* LOCAL TIDAL -        24.104  (meters)      79.08   (feet)  ADJUSTED  
 TU0874  ___________________________________________________________________
 TU0874  GEOID HEIGHT-          16.55  (meters)                     GEOID03
 TU0874
 TU0874  VERT ORDER  -  FIRST     CLASS I
 TU0874
 TU0874.The horizontal coordinates were scaled from a topographic map and have
 TU0874.an estimated accuracy of +/- 6 seconds.
 TU0874
 TU0874.The orthometric height was determined by differential leveling
 TU0874.and adjusted by the National Geodetic Survey in December 2003..
 TU0874.No vertical observational check was made to the station.
 TU0874
 TU0874.The geoid height was determined by GEOID03.
 TU0874
 TU0874;                    North         East    Units  Estimated Accuracy
 TU0874;SPC HI 2     -    34,150.      523,220.      MT  (+/- 180 meters Scaled)
 TU0874
 TU0874                          SUPERSEDED SURVEY CONTROL
 TU0874
 TU0874.No superseded survey control is available for this station.
 TU0874
 TU0874_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH663845(NAD 83)
 TU0874_MARKER: DV = VERTICAL CONTROL DISK
 TU0874_SETTING: 66 = SET IN ROCK OUTCROP
 TU0874_SP_SET: SET IN ROCK OUTCROP
 TU0874_STAMPING: X 22 1979
 TU0874_MARK LOGO: NGS   
 TU0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0874+STABILITY: POSITION/ELEVATION WELL
 TU0874
 TU0874  HISTORY     - Date     Condition        Report By
 TU0874  HISTORY     - 1979     MONUMENTED       NGS
 TU0874
 TU0874                          STATION DESCRIPTION
 TU0874
 TU0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0874'1.0 MILE SOUTH ALONG KEHEI ROAD LEADING SOUTH TO LA PEROUSE BAY FROM
 TU0874'ITS JUNCTION WITH STATE HIGHWAY 31 IN MAKENA, ON THE HIGH POINT OF A
 TU0874'SMALL HILL, 50 FEET NORTH OF UTILITY POLE NUMBER 14, 20 FEET WEST OF
 TU0874'THE CENTER OF THE ROAD, AND 20 FEET EAST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0911 ***********************************************************************
 TU0911  DESIGNATION -  X 23
 TU0911  PID         -  TU0911
 TU0911  STATE/COUNTY-  HI/MAUI
 TU0911  USGS QUAD   -  KILOHANA (1983)
 TU0911
 TU0911                         *CURRENT SURVEY CONTROL
 TU0911  ___________________________________________________________________
 TU0911* NAD 83(1986)-  20 48 13.     (N)    156 19 26.     (W)     SCALED    
 TU0911* LOCAL TIDAL -       647.816  (meters)    2125.38   (feet)  ADJUSTED  
 TU0911  ___________________________________________________________________
 TU0911  GEOID HEIGHT-          16.80  (meters)                     GEOID03
 TU0911
 TU0911  VERT ORDER  -  FIRST     CLASS I
 TU0911
 TU0911.The horizontal coordinates were scaled from a topographic map and have
 TU0911.an estimated accuracy of +/- 6 seconds.
 TU0911
 TU0911.The orthometric height was determined by differential leveling
 TU0911.and adjusted by the National Geodetic Survey in December 2003..
 TU0911
 TU0911.The geoid height was determined by GEOID03.
 TU0911
 TU0911;                    North         East    Units  Estimated Accuracy
 TU0911;SPC HI 2     -    52,100.      535,680.      MT  (+/- 180 meters Scaled)
 TU0911
 TU0911                          SUPERSEDED SURVEY CONTROL
 TU0911
 TU0911.No superseded survey control is available for this station.
 TU0911
 TU0911_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ785027(NAD 83)
 TU0911_MARKER: DV = VERTICAL CONTROL DISK
 TU0911_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TU0911_SP_SET: BRIDGE ABUTMENT ON LAVA FLOW
 TU0911_STAMPING: X 23 1979
 TU0911_MARK LOGO: NGS   
 TU0911_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0911
 TU0911  HISTORY     - Date     Condition        Report By
 TU0911  HISTORY     - 1979     MONUMENTED       NGS
 TU0911
 TU0911                          STATION DESCRIPTION
 TU0911
 TU0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0911'3.2 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE KULA ELEMENTARY SCHOOL
 TU0911'IN WAIAKOA, SET IN THE SOUTHEAST BRIDGE ABUTMENT OVER KALIALINUI
 TU0911'GULCH, 15 FEET EAST OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0682 ***********************************************************************
 TU0682  DESIGNATION -  X 245
 TU0682  PID         -  TU0682
 TU0682  STATE/COUNTY-  HI/KAUAI
 TU0682  USGS QUAD   -  KEKAHA (1983)
 TU0682
 TU0682                         *CURRENT SURVEY CONTROL
 TU0682  ___________________________________________________________________
 TU0682* NAD 83(1986)-  21 57 41.     (N)    159 41 41.     (W)     SCALED    
 TU0682* LOCAL TIDAL -         2.894  (meters)       9.49   (feet)  ADJ UNCH  
 TU0682  ___________________________________________________________________
 TU0682  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0682
 TU0682  VERT ORDER  -  SECOND    CLASS 0
 TU0682
 TU0682.The horizontal coordinates were scaled from a topographic map and have
 TU0682.an estimated accuracy of +/- 6 seconds.
 TU0682
 TU0682.The orthometric height was key entered from printed documents
 TU0682.and not key verified.
 TU0682
 TU0682.The geoid height was determined by GEOID03.
 TU0682
 TU0682;                    North         East    Units  Estimated Accuracy
 TU0682;SPC HI 4     -    14,190.      479,890.      MT  (+/- 180 meters Scaled)
 TU0682
 TU0682                          SUPERSEDED SURVEY CONTROL
 TU0682
 TU0682.No superseded survey control is available for this station.
 TU0682
 TU0682_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK282287(NAD 83)
 TU0682_MARKER: DB = BENCH MARK DISK
 TU0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0682_SP_SET: CURB
 TU0682_STAMPING: X 245 1964
 TU0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0682
 TU0682  HISTORY     - Date     Condition        Report By
 TU0682  HISTORY     - 1964     MONUMENTED       CGS
 TU0682  HISTORY     - 1966     GOOD             NGS
 TU0682  HISTORY     - 1981     GOOD             USGS
 TU0682  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 TU0682  HISTORY     - 20050223 MARK NOT FOUND   USPSQD
 TU0682
 TU0682                          STATION DESCRIPTION
 TU0682
 TU0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0682'1.6 MI E FROM KEKAHA.
 TU0682'LOCATED 1.6 MILES EAST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF
 TU0682'STATE HIGHWAYS 50 AND 55 AT KEKAHA, 0.15 MILE EAST OF INTERSECTION OF
 TU0682'MAMO ROAD AND 0.15 MILE WEST OF ENTRANCE TO AN OLD CEMETERY ON SOUTH
 TU0682'SIDE OF HIGHWAY.  THE MARK IS 28 FEET SOUTH OF THE CENTERLINE OF THE
 TU0682'HIGHWAY, 3 FEET NORTH OF A FIRE HYDRANT, AND CEMENTED IN A DRILL HOLE
 TU0682'IN THE MIDDLE OF A SEMI-CIRCULAR, CONCRETE CURBING AROUND THE HYDRANT,
 TU0682'PROJECTING 6 INCHES ABOVE GROUND.
 TU0682
 TU0682                          STATION RECOVERY (1981)
 TU0682
 TU0682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0682'RECOVERED IN GOOD CONDITION.
 TU0682
 TU0682                          STATION RECOVERY (1998)
 TU0682
 TU0682'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0682'MARK NOT FOUND.
 TU0682
 TU0682                          STATION RECOVERY (2005)
 TU0682
 TU0682'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0392 ***********************************************************************
 TU0392  DESIGNATION -  X 4
 TU0392  PID         -  TU0392
 TU0392  STATE/COUNTY-  HI/HONOLULU
 TU0392  USGS QUAD   -  HONOLULU (1983)
 TU0392
 TU0392                         *CURRENT SURVEY CONTROL
 TU0392  ___________________________________________________________________
 TU0392* NAD 83(1986)-  21 20 06.     (N)    157 51 08.     (W)     SCALED    
 TU0392* LOCAL TIDAL -       168.876  (meters)     554.05   (feet)  ADJ UNCH  
 TU0392  ___________________________________________________________________
 TU0392  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU0392
 TU0392  VERT ORDER  -  FIRST     CLASS II
 TU0392
 TU0392.The horizontal coordinates were scaled from a topographic map and have
 TU0392.an estimated accuracy of +/- 6 seconds.
 TU0392
 TU0392.The orthometric height was key entered from printed documents
 TU0392.and not key verified.
 TU0392
 TU0392.The geoid height was determined by GEOID03.
 TU0392
 TU0392;                    North         East    Units  Estimated Accuracy
 TU0392;SPC HI 3     -    18,650.      515,330.      MT  (+/- 180 meters Scaled)
 TU0392
 TU0392                          SUPERSEDED SURVEY CONTROL
 TU0392
 TU0392.No superseded survey control is available for this station.
 TU0392
 TU0392_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ190596(NAD 83)
 TU0392_MARKER: DB = BENCH MARK DISK
 TU0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0392_SP_SET: WALL
 TU0392_STAMPING: X 4 1928
 TU0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0392
 TU0392  HISTORY     - Date     Condition        Report By
 TU0392  HISTORY     - 1928     MONUMENTED       CGS
 TU0392
 TU0392                          STATION DESCRIPTION
 TU0392
 TU0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 TU0392'IN HONOLULU.
 TU0392'IN FRONT OF HOME OF JOS. ODENSTEIN, AT 1332 ALEWA DRIVE, ON TOP OF
 TU0392'RETAINING WALL, NEAR WEST END, AT SEMICIRCULAR TURING SPACE IN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0393 ***********************************************************************
 TU0393  DESIGNATION -  X 4 RESET 1952
 TU0393  PID         -  TU0393
 TU0393  STATE/COUNTY-  HI/HONOLULU
 TU0393  USGS QUAD   -  HONOLULU (1983)
 TU0393
 TU0393                         *CURRENT SURVEY CONTROL
 TU0393  ___________________________________________________________________
 TU0393* NAD 83(1986)-  21 20 07.     (N)    157 51 08.     (W)     SCALED    
 TU0393* LOCAL TIDAL -       169.12   (meters)     554.9    (feet)  RESET     
 TU0393  ___________________________________________________________________
 TU0393  GEOID HEIGHT-          15.88  (meters)                     GEOID03
 TU0393
 TU0393  VERT ORDER  -  THIRD
 TU0393
 TU0393.The horizontal coordinates were scaled from a topographic map and have
 TU0393.an estimated accuracy of +/- 6 seconds.
 TU0393
 TU0393.The orthometric height was computed from unverified reset data.
 TU0393
 TU0393.The geoid height was determined by GEOID03.
 TU0393
 TU0393;                    North         East    Units  Estimated Accuracy
 TU0393;SPC HI 3     -    18,680.      515,330.      MT  (+/- 180 meters Scaled)
 TU0393
 TU0393                          SUPERSEDED SURVEY CONTROL
 TU0393
 TU0393.No superseded survey control is available for this station.
 TU0393
 TU0393_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ190596(NAD 83)
 TU0393_MARKER: DB = BENCH MARK DISK
 TU0393_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0393_SP_SET: CULVERT
 TU0393_STAMPING: X 4 1928 RESET 1952
 TU0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0393
 TU0393  HISTORY     - Date     Condition        Report By
 TU0393  HISTORY     - 1952     MONUMENTED       CGS
 TU0393  HISTORY     - 1962     GOOD             NGS
 TU0393
 TU0393                          STATION DESCRIPTION
 TU0393
 TU0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0393'IN HONOLULU.
 TU0393'1.5 MILES NORTHEAST ON NUUANU AVENUE FROM THE INTERSECTION OF
 TU0393'BERETANIA STREET, THENCE 0.5 MILE LEFT, NORTHWEST, ON WYLLIE STREET,
 TU0393'THENCE 1.0 MILE LEFT, SOUTHWEST AND THEN NORTH, ON ALEWA DRIVE.  ON
 TU0393'OUTSIDE OF SHARP LEFT HAIRPIN CURVE OF ALEWA DRIVE, 12.8 FEET
 TU0393'NORTHWEST OF CENTER OF TOP STEP LEADING DOWN TO THE HOME AT 1326 ALEWA
 TU0393'DRIVE, 4 FEET SOUTHEAST OF POWER POLE NO. 36, WHICH SUPPORTS FIRE
 TU0393'ALARM BOX NO. 3562, AND CEMENTED IN A DRILL HOLE IN A CONCRETE
 TU0393'RETAINING WALL THAT PROJECTS 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0056 ***********************************************************************
 TU0056  DESIGNATION -  Y 1
 TU0056  PID         -  TU0056
 TU0056  STATE/COUNTY-  HI/HAWAII
 TU0056  USGS QUAD   -  MOUNTAIN VIEW (1981)
 TU0056
 TU0056                         *CURRENT SURVEY CONTROL
 TU0056  ___________________________________________________________________
 TU0056* NAD 83(1986)-  19 35 21.     (N)    155 03 39.     (W)     SCALED    
 TU0056* LOCAL TIDAL -       210.355  (meters)     690.14   (feet)  ADJ UNCH  
 TU0056  ___________________________________________________________________
 TU0056  GEOID HEIGHT-          18.45  (meters)                     GEOID03
 TU0056
 TU0056  VERT ORDER  -  FIRST     CLASS I
 TU0056
 TU0056.The horizontal coordinates were scaled from a topographic map and have
 TU0056.an estimated accuracy of +/- 6 seconds.
 TU0056
 TU0056.The orthometric height was key entered from printed documents
 TU0056.and not key verified.
 TU0056
 TU0056.The geoid height was determined by GEOID03.
 TU0056
 TU0056;                    North         East    Units  Estimated Accuracy
 TU0056;SPC HI 1     -    83,720.      546,070.      MT  (+/- 180 meters Scaled)
 TU0056
 TU0056                          SUPERSEDED SURVEY CONTROL
 TU0056
 TU0056.No superseded survey control is available for this station.
 TU0056
 TU0056_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB838673(NAD 83)
 TU0056_MARKER: DB = BENCH MARK DISK
 TU0056_SETTING: 66 = SET IN ROCK OUTCROP
 TU0056_SP_SET: BEDROCK
 TU0056_STAMPING: Y 1 1926
 TU0056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0056+STABILITY: POSITION/ELEVATION WELL
 TU0056
 TU0056  HISTORY     - Date     Condition        Report By
 TU0056  HISTORY     - 1926     MONUMENTED       CGS
 TU0056  HISTORY     - 1975     GOOD             NGS
 TU0056
 TU0056                          STATION DESCRIPTION
 TU0056
 TU0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0056'2.70 MI SW FROM KEAAU.
 TU0056'0.45 MILE SOUTHWEST ALONG MAIN STREET FROM THE POST OFFICE IN KEAAU,
 TU0056'THENCE 2.25 MILES SOUTHWEST ALONG STATE HIGHWAY 11, ON THE RIGHT IN A
 TU0056'SMALL GARDEN, IN TOP OF A LAVA BEDROCK, 65.5 FEET WEST OF CENTERLINE
 TU0056'OF ST. HWY. 11, 20.0 FEET SOUTH OF CENTERLINE OF A DIRT SIDE ROAD AND
 TU0056'DRIVEWAY, 9.3 FEET NORTH OF THE NORTH EDGE OF STONE FENCE, 25.3 FEET
 TU0056'SOUTHWEST OF NORTHEAST CORNER OF STONE FENCE, 1 FOOT BELOW LEVEL OF
 TU0056'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0358 ***********************************************************************
 TU0358  DESIGNATION -  Y 11
 TU0358  PID         -  TU0358
 TU0358  STATE/COUNTY-  HI/HONOLULU
 TU0358  USGS QUAD   -  KOKO HEAD (1983)
 TU0358
 TU0358                         *CURRENT SURVEY CONTROL
 TU0358  ___________________________________________________________________
 TU0358* NAD 83(1986)-  21 20 55.     (N)    157 43 32.     (W)     SCALED    
 TU0358* LOCAL TIDAL -         9.221  (meters)      30.25   (feet)  ADJ UNCH  
 TU0358  ___________________________________________________________________
 TU0358  GEOID HEIGHT-          15.84  (meters)                     GEOID03
 TU0358
 TU0358  VERT ORDER  -  FIRST     CLASS II
 TU0358
 TU0358.The horizontal coordinates were scaled from a topographic map and have
 TU0358.an estimated accuracy of +/- 6 seconds.
 TU0358
 TU0358.The orthometric height was key entered from printed documents
 TU0358.and not key verified.
 TU0358
 TU0358.The geoid height was determined by GEOID03.
 TU0358
 TU0358;                    North         East    Units  Estimated Accuracy
 TU0358;SPC HI 3     -    20,170.      528,470.      MT  (+/- 180 meters Scaled)
 TU0358
 TU0358                          SUPERSEDED SURVEY CONTROL
 TU0358
 TU0358.No superseded survey control is available for this station.
 TU0358
 TU0358_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ321612(NAD 83)
 TU0358_MARKER: DB = BENCH MARK DISK
 TU0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0358_SP_SET: STORMDRAIN
 TU0358_STAMPING: Y 11 1969
 TU0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0358
 TU0358  HISTORY     - Date     Condition        Report By
 TU0358  HISTORY     - 1969     MONUMENTED       CGS
 TU0358
 TU0358                          STATION DESCRIPTION
 TU0358
 TU0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0358'2.35 MI NW FROM WAIMANALO.
 TU0358'2.35 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0358'WAIMANALO, AT THE INTERSECTION OF KUMUHAU STREET, IN THE TOP OF THE
 TU0358'SOUTHWEST CORNER OF A STORM DRAIN, 38.0 FEET SOUTHWEST OF THE CENTER
 TU0358'LINE OF THE HIGHWAY, 32.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 TU0358'STREET, 2.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF A 2-FOOT MANHOLE
 TU0358'COVER, 7.4 FEET SOUTHWEST OF A STOP SIGN, AND ABOUT LEVEL WITH THE
 TU0358'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0365 ***********************************************************************
 TU0365  DESIGNATION -  Y 12
 TU0365  PID         -  TU0365
 TU0365  STATE/COUNTY-  HI/HONOLULU
 TU0365  USGS QUAD   -  KANEOHE (1983)
 TU0365
 TU0365                         *CURRENT SURVEY CONTROL
 TU0365  ___________________________________________________________________
 TU0365* NAD 83(1986)-  21 22 46.     (N)    157 46 33.     (W)     SCALED    
 TU0365* LOCAL TIDAL -        61.191  (meters)     200.76   (feet)  ADJ UNCH  
 TU0365  ___________________________________________________________________
 TU0365  GEOID HEIGHT-          16.09  (meters)                     GEOID03
 TU0365
 TU0365  VERT ORDER  -  FIRST     CLASS II
 TU0365
 TU0365.The horizontal coordinates were scaled from a topographic map and have
 TU0365.an estimated accuracy of +/- 6 seconds.
 TU0365
 TU0365.The orthometric height was key entered from printed documents
 TU0365.and not key verified.
 TU0365
 TU0365.The geoid height was determined by GEOID03.
 TU0365
 TU0365;                    North         East    Units  Estimated Accuracy
 TU0365;SPC HI 3     -    23,580.      523,250.      MT  (+/- 180 meters Scaled)
 TU0365
 TU0365                          SUPERSEDED SURVEY CONTROL
 TU0365
 TU0365.No superseded survey control is available for this station.
 TU0365
 TU0365_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ269646(NAD 83)
 TU0365_MARKER: DB = BENCH MARK DISK
 TU0365_SETTING: 66 = SET IN ROCK OUTCROP
 TU0365_SP_SET: ROCK OUTCROP
 TU0365_STAMPING: Y 12 1969
 TU0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0365+STABILITY: POSITION/ELEVATION WELL
 TU0365
 TU0365  HISTORY     - Date     Condition        Report By
 TU0365  HISTORY     - 1969     MONUMENTED       CGS
 TU0365
 TU0365                          STATION DESCRIPTION
 TU0365
 TU0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0365'6.8 MI NW FROM WAIMANALO.
 TU0365'5.6 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 TU0365'WAIMANALO, THENCE 1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 61, 2.5
 TU0365'MILES SOUTHWEST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT KAILUA,
 TU0365'SET VERTICALLY IN THE SOUTHWEST FACE OF A ROCK OUTCROP WHICH IS ALONG
 TU0365'THE EAST SIDE OF A SMALL CREEK, 22.9 FEET NORTH OF THE CENTER LINE OF
 TU0365'THE WEST BOUND LANES OF THE HIGHWAY, 6.9 FEET EAST OF THE CENTER OF A
 TU0365'HEAD WALL OF A 36-INCH PIPE CULVERT, 40.2 FEET NORTH OF THE WEST END
 TU0365'OF A METAL GUARDRAIL IN THE MEDIAN OF THE HIGHWAY, 24.6 FEET WEST OF A
 TU0365'SPEED LIMIT SIGN, AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0612 ***********************************************************************
 TU0612  DESIGNATION -  Y 13
 TU0612  PID         -  TU0612
 TU0612  STATE/COUNTY-  HI/HONOLULU
 TU0612  USGS QUAD   -  WAIANAE (1983)
 TU0612
 TU0612                         *CURRENT SURVEY CONTROL
 TU0612  ___________________________________________________________________
 TU0612* NAD 83(1986)-  21 24 08.     (N)    158 10 35.     (W)     SCALED    
 TU0612* LOCAL TIDAL -         3.134  (meters)      10.28   (feet)  ADJ UNCH  
 TU0612  ___________________________________________________________________
 TU0612  GEOID HEIGHT-          15.25  (meters)                     GEOID03
 TU0612
 TU0612  VERT ORDER  -  FIRST     CLASS II
 TU0612
 TU0612.The horizontal coordinates were scaled from a topographic map and have
 TU0612.an estimated accuracy of +/- 6 seconds.
 TU0612
 TU0612.The orthometric height was key entered from printed documents
 TU0612.and not key verified.
 TU0612
 TU0612.The geoid height was determined by GEOID03.
 TU0612
 TU0612;                    North         East    Units  Estimated Accuracy
 TU0612;SPC HI 3     -    26,090.      481,710.      MT  (+/- 180 meters Scaled)
 TU0612
 TU0612                          SUPERSEDED SURVEY CONTROL
 TU0612
 TU0612.No superseded survey control is available for this station.
 TU0612
 TU0612_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ853668(NAD 83)
 TU0612_MARKER: DB = BENCH MARK DISK
 TU0612_SETTING: 66 = SET IN ROCK OUTCROP
 TU0612_SP_SET: ROCK OUTCROP
 TU0612_STAMPING: Y 13 1969
 TU0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0612+STABILITY: POSITION/ELEVATION WELL
 TU0612
 TU0612  HISTORY     - Date     Condition        Report By
 TU0612  HISTORY     - 1969     MONUMENTED       CGS
 TU0612
 TU0612                          STATION DESCRIPTION
 TU0612
 TU0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0612'2.9 MI S FROM WAIANAE.
 TU0612'2.9 MILES SOUTH ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0612'WAIANAE, 2.3 MILES NORTHWEST OF THE POST OFFICE AT NANAKULI, AT MAILI
 TU0612'POINT, ABOUT 50 YARDS SOUTH OF A POINT WHERE THE LAVA AND CORAL ROCK
 TU0612'JOINS A SANDY BEACH, IN THE TOP OF A SHELF OF A LAVA ROCK OUTCROP AT
 TU0612'ULEHAWA BEACH PARK, AT THE HIGHEST POINT OF THE DARK COLORED ROCK,
 TU0612'111.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24.0 FEET
 TU0612'SOUTHEAST OF THE NORTHWEST EDGE OF THE SHELF, 137 FEET SOUTHWEST AND
 TU0612'ACROSS THE HIGHWAY FROM A 6-INCH-SQUARE CONCRETE POST MARKED MILITARY
 TU0612'BOUNDARY NO 5, 138.0 FEET SOUTH OF AN IRON PIPE PROJECTING ABOUT 3
 TU0612'FEET ABOVE THE GROUND, 36 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK
 TU0612'ROAD, 61.5 FEET SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST HEAD
 TU0612'WALL OF A CULVERT ON AN ABANDED RAILROAD BED, AND ABOUT 3 FEET LOWER
 TU0612'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0509 ***********************************************************************
 TU0509  DESIGNATION -  Y 15
 TU0509  PID         -  TU0509
 TU0509  STATE/COUNTY-  HI/HONOLULU
 TU0509  USGS QUAD   -  KAHUKU (1983)
 TU0509
 TU0509                         *CURRENT SURVEY CONTROL
 TU0509  ___________________________________________________________________
 TU0509* NAD 83(1986)-  21 41 36.     (N)    157 58 39.     (W)     SCALED    
 TU0509* LOCAL TIDAL -         6.907  (meters)      22.66   (feet)  ADJ UNCH  
 TU0509  ___________________________________________________________________
 TU0509  GEOID HEIGHT-          13.22  (meters)                     GEOID03
 TU0509
 TU0509  VERT ORDER  -  FIRST     CLASS II
 TU0509
 TU0509.The horizontal coordinates were scaled from a topographic map and have
 TU0509.an estimated accuracy of +/- 6 seconds.
 TU0509
 TU0509.The orthometric height was key entered from printed documents
 TU0509.and not key verified.
 TU0509
 TU0509.The geoid height was determined by GEOID03.
 TU0509
 TU0509;                    North         East    Units  Estimated Accuracy
 TU0509;SPC HI 3     -    58,310.      502,330.      MT  (+/- 180 meters Scaled)
 TU0509
 TU0509                          SUPERSEDED SURVEY CONTROL
 TU0509
 TU0509.No superseded survey control is available for this station.
 TU0509
 TU0509_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ057992(NAD 83)
 TU0509_MARKER: DB = BENCH MARK DISK
 TU0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0509_SP_SET: ABUTMENT
 TU0509_STAMPING: Y 15 1969
 TU0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TU0509+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 TU0509
 TU0509  HISTORY     - Date     Condition        Report By
 TU0509  HISTORY     - 1969     MONUMENTED       CGS
 TU0509  HISTORY     - 20050607 GOOD             TERRSV
 TU0509
 TU0509                          STATION DESCRIPTION
 TU0509
 TU0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0509'2.25 MI NW FROM KAHUKU.
 TU0509'2.25 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE KAHUKU PLANTATION
 TU0509'COMPANY HEADQUARTERS AT KAHUKU, IN THE TOP OF THE NORTHEAST END OF THE
 TU0509'SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER NANAHU STREAM, 16.7 FEET
 TU0509'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.4 FEET NORTH OF THE
 TU0509'NORTHWEST END OF A METAL GUARDRAIL, AND ABOUT 1/2 FOOT LOWER THAN THE
 TU0509'HIGHWAY.
 TU0509
 TU0509                          STATION RECOVERY (2005)
 TU0509
 TU0509'RECOVERY NOTE BY TERRA SURV 2005 (JVH)
 TU0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0398 ***********************************************************************
 TU0398  DESIGNATION -  Y 2
 TU0398  PID         -  TU0398
 TU0398  STATE/COUNTY-  HI/HONOLULU
 TU0398  USGS QUAD   -  HONOLULU (1983)
 TU0398
 TU0398                         *CURRENT SURVEY CONTROL
 TU0398  ___________________________________________________________________
 TU0398* NAD 83(1986)-  21 20 38.     (N)    157 49 41.     (W)     SCALED    
 TU0398* LOCAL TIDAL -       170.411  (meters)     559.09   (feet)  ADJ UNCH  
 TU0398  ___________________________________________________________________
 TU0398  GEOID HEIGHT-          16.04  (meters)                     GEOID03
 TU0398
 TU0398  VERT ORDER  -  FIRST     CLASS II
 TU0398
 TU0398.The horizontal coordinates were scaled from a topographic map and have
 TU0398.an estimated accuracy of +/- 6 seconds.
 TU0398
 TU0398.The orthometric height was key entered from printed documents
 TU0398.and not key verified.
 TU0398
 TU0398.The geoid height was determined by GEOID03.
 TU0398
 TU0398;                    North         East    Units  Estimated Accuracy
 TU0398;SPC HI 3     -    19,630.      517,840.      MT  (+/- 180 meters Scaled)
 TU0398
 TU0398                          SUPERSEDED SURVEY CONTROL
 TU0398
 TU0398.No superseded survey control is available for this station.
 TU0398
 TU0398_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ215606(NAD 83)
 TU0398_MARKER: DB = BENCH MARK DISK
 TU0398_SETTING: 80 = SET IN A BOULDER
 TU0398_SP_SET: BOULDER
 TU0398_STAMPING: Y 2
 TU0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0398+STABILITY: SURFACE MOTION
 TU0398
 TU0398  HISTORY     - Date     Condition        Report By
 TU0398  HISTORY     - UNK      MONUMENTED       CGS
 TU0398  HISTORY     - 1969     GOOD             NGS
 TU0398
 TU0398                          STATION DESCRIPTION
 TU0398
 TU0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0398'3.3 MI NE FROM HONOLULU.
 TU0398'2.95 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0398'SOUTH BERETANIA STREET AT HONOLULU, THENCE 0.35 MILE EAST-NORTHEAST
 TU0398'ALONG NUUANA PALI DRIVE, AT THE JUNCTION OF OLD PALI ROAD, IN THE TOP
 TU0398'OF A BOULDER WHICH IS AT THE NORTHWEST EDGE OF A SMALL ASPHALT PARKING
 TU0398'AREA, 14.0 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE, 50 YARDS
 TU0398'NORTHEAST OF THE CENTER OF THE JUNCTION, 62.3 FEET EAST OF NUUANA PALI
 TU0398'DRIVE-OLD PALI ROAD STREET SIGN, 8.3 FEET NORTHWEST OF A STONE
 TU0398'RETAINING WALL, 22.8 FEET NORTH-NORTHEAST OF A 12-INCH DROP IN THE
 TU0398'WALL, AND 0.2 FOOT UNDER THE ASPHALT OF THE PARKING AREA.  NOTE-- THE
 TU0398'DISK IS SLANTING SLIGHTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1412 ***********************************************************************
 TU1412  DESIGNATION -  Y 2
 TU1412  PID         -  TU1412
 TU1412  STATE/COUNTY-  HI/HONOLULU
 TU1412  USGS QUAD   -  PEARL HARBOR (1983)
 TU1412
 TU1412                         *CURRENT SURVEY CONTROL
 TU1412  ___________________________________________________________________
 TU1412* NAD 83(1993)-  21 21 20.04899(N)    157 56 48.57503(W)     ADJUSTED  
 TU1412* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1412  ___________________________________________________________________
 TU1412  EPOCH DATE  -        1993.62
 TU1412  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 TU1412  GEOID HEIGHT-          15.62  (meters)                     GEOID03
 TU1412
 TU1412  HORZ ORDER  -  SECOND
 TU1412
 TU1412.The horizontal coordinates were established by classical geodetic methods
 TU1412.and adjusted by the National Geodetic Survey in December 1998..
 TU1412.The horizontal coordinates are valid at the epoch date displayed above.
 TU1412.The epoch date for horizontal control is a decimal equivalence
 TU1412.of Year/Month/Day.
 TU1412
 TU1412.The orthometric height was scaled from a topographic map.
 TU1412
 TU1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1412
 TU1412.The geoid height was determined by GEOID03.
 TU1412
 TU1412;                    North         East     Units Scale Factor Converg.
 TU1412;SPC HI 3     -    20,916.090   505,515.227   MT  0.99999038   +0 01 09.7
 TU1412;UTM  04      - 2,361,865.773   609,198.311   MT  0.99974735   +0 23 00.8
 TU1412
 TU1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1412!SPC HI 3     -   0.99999723  x   0.99999038  =   0.99998761
 TU1412!UTM  04      -   0.99999723  x   0.99974735  =   0.99974458
 TU1412
 TU1412:                Primary Azimuth Mark                     Grid Az
 TU1412:SPC HI 3     -  SALT LAKE RESET                          077 53 04.4
 TU1412:UTM  04      -  SALT LAKE RESET                          077 31 13.3
 TU1412
 TU1412|---------------------------------------------------------------------|
 TU1412| PID    Reference Object                     Distance      Geod. Az  |
 TU1412|                                                           dddmmss.s |
 TU1412| TU1392 SALT LAKE RESET                     APPROX. 4.1 KM 0775414.1 |
 TU1412| CJ9114 Y 2 RM 1                             10.552 METERS 10342     |
 TU1412| TU1413 MID P                               429.679 METERS 2644350.5 |
 TU1412| CJ9115 Y 2 RM 2                             13.922 METERS 33735     |
 TU1412|---------------------------------------------------------------------|
 TU1412
 TU1412                          SUPERSEDED SURVEY CONTROL
 TU1412
 TU1412  NAD 83(1986)-  21 21 19.99821(N)    157 56 48.58495(W) AD(       ) 2
 TU1412  OLD HI      -  21 21 31.37200(N)    157 56 58.46400(W) AD(       ) 2
 TU1412
 TU1412.Superseded values are not recommended for survey control.
 TU1412.NGS no longer adjusts projects to the OLD HI datum.
 TU1412.See file dsdata.txt to determine how the superseded data were derived.
 TU1412
 TU1412_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ0919861866(NAD 83)
 TU1412_MARKER: Z = SEE DESCRIPTION
 TU1412_SETTING: 0 = UNSPECIFIED SETTING
 TU1412
 TU1412  HISTORY     - Date     Condition        Report By
 TU1412  HISTORY     - 1960     MONUMENTED       CGS
 TU1412  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1412  HISTORY     - 20030716 MARK NOT FOUND   GEOCAC
 TU1412
 TU1412                          STATION DESCRIPTION
 TU1412
 TU1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRP)
 TU1412'STATION IS LOCATED IN THE PEARL HARBOR SHIPYARD, NEAR THE SOUTHWEST
 TU1412'END OF PIER Y 2.
 TU1412'
 TU1412'STATION MARK IS A STANDARD DISK, STAMPED Y 2 1960, CEMENTED IN A
 TU1412'DRILL HOLE IN THE CONCRETE PIER.  IT IS 35 FEET NORTHWEST OF THE
 TU1412'SOUTHEAST EDGE OF PIER Y 2 AND 9.1 FEET NORTHEAST OF THE SOUTHWEST
 TU1412'EDGE OF THE PIER.
 TU1412'
 TU1412'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED Y 2 NO 1 1960,
 TU1412'CEMENTED IN A DRILL HOLE IN THE CONCRETE PIER.  IT IS 4.2 FEET
 TU1412'NORTHEAST OF THE SOUTHWEST END OF PIER Y 2 AND 2 FEET NORTHWEST OF
 TU1412'THE SOUTHEAST EDGE OF THE PIER.
 TU1412'
 TU1412'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED Y 2 NO 2 1960,
 TU1412'CEMENTED IN A DRILL HOLE IN A 4 FOOT SQUARE CONCRETE MAN HOLE.  IT
 TU1412'IS 75 FEET NORTHWEST OF THE SOUTHEAST EDGE OF PIER Y 2, 51 FEET
 TU1412'NORTHEAST OF THE SOUTHWEST EDGE OF PIER Y 3 AND IT IS IN THE EAST
 TU1412'CORNER OF THE CONCRETE MAN HOLE.
 TU1412'
 TU1412'S 7 (USN) IS A UNITED STATES NAVY BRONZE DISK, CEMENTED IN A DRILL
 TU1412'HOLE IN THE WEST CORNER OF PIER S 7.  IT IS 15.6 FEET NORHTWEST OF
 TU1412'THE EAST CORNER OF THE PIER AND 4.4 FEET OF THE WEST CORNER OF THE
 TU1412'PIER.
 TU1412
 TU1412                          STATION RECOVERY (1964)
 TU1412
 TU1412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1412'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 TU1412'DESCRIBED.
 TU1412
 TU1412                          STATION RECOVERY (2003)
 TU1412
 TU1412'RECOVERY NOTE BY GEOCACHING 2003 (GFH)
 TU1412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0099 ***********************************************************************
 TU0099  DESIGNATION -  Y 20
 TU0099  PID         -  TU0099
 TU0099  STATE/COUNTY-  HI/HAWAII
 TU0099  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0099
 TU0099                         *CURRENT SURVEY CONTROL
 TU0099  ___________________________________________________________________
 TU0099* NAD 83(1986)-  19 25 45.     (N)    155 15 10.     (W)     SCALED    
 TU0099* LOCAL TIDAL -      1202.061  (meters)    3943.76   (feet)  ADJ UNCH  
 TU0099  ___________________________________________________________________
 TU0099  GEOID HEIGHT-          22.41  (meters)                     GEOID03
 TU0099
 TU0099  VERT ORDER  -  FIRST     CLASS I
 TU0099
 TU0099.The horizontal coordinates were scaled from a topographic map and have
 TU0099.an estimated accuracy of +/- 6 seconds.
 TU0099
 TU0099.The orthometric height was key entered from printed documents
 TU0099.and not key verified.
 TU0099
 TU0099.The geoid height was determined by GEOID03.
 TU0099
 TU0099;                    North         East    Units  Estimated Accuracy
 TU0099;SPC HI 1     -    65,970.      525,960.      MT  (+/- 180 meters Scaled)
 TU0099
 TU0099                          SUPERSEDED SURVEY CONTROL
 TU0099
 TU0099.No superseded survey control is available for this station.
 TU0099
 TU0099_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB634498(NAD 83)
 TU0099_MARKER: DB = BENCH MARK DISK
 TU0099_SETTING: 66 = SET IN ROCK OUTCROP
 TU0099_SP_SET: BEDROCK
 TU0099_STAMPING: Y 20 1975
 TU0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0099+STABILITY: POSITION/ELEVATION WELL
 TU0099
 TU0099  HISTORY     - Date     Condition        Report By
 TU0099  HISTORY     - 1975     MONUMENTED       NGS
 TU0099
 TU0099                          STATION DESCRIPTION
 TU0099
 TU0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0099'1.80 MI SW FROM VOLCANO.
 TU0099'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0099'POST OFFICE IN VOLCANO, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY
 TU0099'11 AND NEAR THE JUNCTION OF A PAVED ROAD LEADING TO KILAUEA VOLCANO
 TU0099'AND SET IN A LAVA BEDROCK ON THE LEFT SIDE OF STATE HIGHWAY 11, ALSO
 TU0099'0.30 MILE ALONG CRATER RIM ROAD FROM THE NATIONAL PARK HEADQUARTERS,
 TU0099'163.0 FEET NORTHWEST OF THE CENTERLINE OF KILAUEA VOLCANO ROAD, 29.4
 TU0099'FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 11, AND 1 1/2 FEET
 TU0099'ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0118 ***********************************************************************
 TU0118  DESIGNATION -  Y 21
 TU0118  PID         -  TU0118
 TU0118  STATE/COUNTY-  HI/HAWAII
 TU0118  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0118
 TU0118                         *CURRENT SURVEY CONTROL
 TU0118  ___________________________________________________________________
 TU0118* NAD 83(1986)-  19 27 01.     (N)    155 20 14.     (W)     SCALED    
 TU0118* LOCAL TIDAL -      1423.582  (meters)    4670.54   (feet)  ADJ UNCH  
 TU0118  ___________________________________________________________________
 TU0118  GEOID HEIGHT-          24.33  (meters)                     GEOID03
 TU0118
 TU0118  VERT ORDER  -  FIRST     CLASS I
 TU0118
 TU0118.The horizontal coordinates were scaled from a topographic map and have
 TU0118.an estimated accuracy of +/- 6 seconds.
 TU0118
 TU0118.The orthometric height was key entered from printed documents
 TU0118.and not key verified.
 TU0118
 TU0118.The geoid height was determined by GEOID03.
 TU0118
 TU0118;                    North         East    Units  Estimated Accuracy
 TU0118;SPC HI 1     -    68,300.      517,090.      MT  (+/- 180 meters Scaled)
 TU0118
 TU0118                          SUPERSEDED SURVEY CONTROL
 TU0118
 TU0118.No superseded survey control is available for this station.
 TU0118
 TU0118_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB546523(NAD 83)
 TU0118_MARKER: DB = BENCH MARK DISK
 TU0118_SETTING: 66 = SET IN ROCK OUTCROP
 TU0118_SP_SET: BEDROCK
 TU0118_STAMPING: Y 21 1975
 TU0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0118+STABILITY: POSITION/ELEVATION WELL
 TU0118
 TU0118  HISTORY     - Date     Condition        Report By
 TU0118  HISTORY     - 1975     MONUMENTED       NGS
 TU0118
 TU0118                          STATION DESCRIPTION
 TU0118
 TU0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0118'9.20 MI SW FROM VOLCANO.
 TU0118'0.80 MILES SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0118'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0118'HIGHWAY 11, THENCE 5.10 MILES SOUTHWESTERLY ALONG MAUNA LOA ROAD. SET
 TU0118'IN LAVA BEDROCK ON THE LEFT SIDE OF THE ROAD AND ON THE OUTSIDE OF A
 TU0118'CURVE.  14.0 FEET WEST OF THE CENTER OF MAUNA LOA ROAD.  3.0 FEET
 TU0118'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0875 ***********************************************************************
 TU0875  DESIGNATION -  Y 22
 TU0875  PID         -  TU0875
 TU0875  STATE/COUNTY-  HI/MAUI
 TU0875  USGS QUAD   -  MAKENA (1995)
 TU0875
 TU0875                         *CURRENT SURVEY CONTROL
 TU0875  ___________________________________________________________________
 TU0875* NAD 83(1986)-  20 38 14.     (N)    156 26 40.     (W)     SCALED    
 TU0875* LOCAL TIDAL -        11.604  (meters)      38.07   (feet)  ADJUSTED  
 TU0875  ___________________________________________________________________
 TU0875  GEOID HEIGHT-          16.53  (meters)                     GEOID03
 TU0875
 TU0875  VERT ORDER  -  FIRST     CLASS I
 TU0875
 TU0875.The horizontal coordinates were scaled from a topographic map and have
 TU0875.an estimated accuracy of +/- 6 seconds.
 TU0875
 TU0875.The orthometric height was determined by differential leveling
 TU0875.and adjusted by the National Geodetic Survey in December 2003..
 TU0875.No vertical observational check was made to the station.
 TU0875
 TU0875.The geoid height was determined by GEOID03.
 TU0875
 TU0875;                    North         East    Units  Estimated Accuracy
 TU0875;SPC HI 2     -    33,660.      523,160.      MT  (+/- 180 meters Scaled)
 TU0875
 TU0875                          SUPERSEDED SURVEY CONTROL
 TU0875
 TU0875.No superseded survey control is available for this station.
 TU0875
 TU0875_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH662840(NAD 83)
 TU0875_MARKER: DV = VERTICAL CONTROL DISK
 TU0875_SETTING: 66 = SET IN ROCK OUTCROP
 TU0875_SP_SET: SET IN ROCK OUTCROP
 TU0875_STAMPING: Y 22 1979
 TU0875_MARK LOGO: NGS   
 TU0875_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0875+STABILITY: POSITION/ELEVATION WELL
 TU0875
 TU0875  HISTORY     - Date     Condition        Report By
 TU0875  HISTORY     - 1979     MONUMENTED       NGS
 TU0875
 TU0875                          STATION DESCRIPTION
 TU0875
 TU0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0875'1.4 MILES SOUTH ALONG KEHEI ROAD LEADING TO LA PEROUSE BAY FROM THE
 TU0875'JUNCTION OF STATE HIGHWAY 31 IN MAKENA, THENCE WEST ON A DIRT ROAD FOR
 TU0875'ABOUT 100 FEET TO A FORK, TAKE THE LEFT FORK AND GO SOUTH FOR ABOUT
 TU0875'250 FEET TO A SMALL LAVA ROCK OUTCROP ON THE RIGHT, SET IN THE TOP OF
 TU0875'A LAVA FLOW OUTCROP, 21 FEET WEST OF THE CENTER OF THE ROAD.
 TU0875'2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0912 ***********************************************************************
 TU0912  DESIGNATION -  Y 23
 TU0912  PID         -  TU0912
 TU0912  STATE/COUNTY-  HI/MAUI
 TU0912  USGS QUAD   -  KILOHANA (1983)
 TU0912
 TU0912                         *CURRENT SURVEY CONTROL
 TU0912  ___________________________________________________________________
 TU0912* NAD 83(1986)-  20 49 07.     (N)    156 19 40.     (W)     SCALED    
 TU0912* LOCAL TIDAL -       568.512  (meters)    1865.19   (feet)  ADJUSTED  
 TU0912  ___________________________________________________________________
 TU0912  GEOID HEIGHT-          16.60  (meters)                     GEOID03
 TU0912
 TU0912  VERT ORDER  -  FIRST     CLASS I
 TU0912
 TU0912.The horizontal coordinates were scaled from a topographic map and have
 TU0912.an estimated accuracy of +/- 6 seconds.
 TU0912
 TU0912.The orthometric height was determined by differential leveling
 TU0912.and adjusted by the National Geodetic Survey in December 2003..
 TU0912
 TU0912.The geoid height was determined by GEOID03.
 TU0912
 TU0912;                    North         East    Units  Estimated Accuracy
 TU0912;SPC HI 2     -    53,760.      535,280.      MT  (+/- 180 meters Scaled)
 TU0912
 TU0912                          SUPERSEDED SURVEY CONTROL
 TU0912
 TU0912.No superseded survey control is available for this station.
 TU0912
 TU0912_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ781043(NAD 83)
 TU0912_MARKER: DV = VERTICAL CONTROL DISK
 TU0912_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TU0912_SP_SET: HEADWALL ON LAVA FLOW
 TU0912_STAMPING: Y 23 1979
 TU0912_MARK LOGO: NGS   
 TU0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0912
 TU0912  HISTORY     - Date     Condition        Report By
 TU0912  HISTORY     - 1979     MONUMENTED       NGS
 TU0912
 TU0912                          STATION DESCRIPTION
 TU0912
 TU0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0912'4.2 MILES NORTH ALONG STATE HIGHWAY 37 FROM THE KULA ELEMENTARY
 TU0912'SCHOOL, IN THE CENTER OF A CONCRETE HEADWALL AT THE INTERSECTION OF
 TU0912'STATE HIGHWAY 37 AND OHANA STREET, 16 FEET EAST OF THE CENTER OF THE
 TU0912'HIGHWAY, AND 67 FEET SOUTH OF THE CENTER OF OHANA STREET.  NOTE=MARK
 TU0912'CAN ALSO BE REACHED BY GOING SOUTH ALONG STATE HIGHWAY 37 FOR 1 MILE
 TU0912'FROM THE JUNCTION OF STATE HIGHWAY 400 IN PUKALANI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0684 ***********************************************************************
 TU0684  DESIGNATION -  Y 245
 TU0684  PID         -  TU0684
 TU0684  STATE/COUNTY-  HI/KAUAI
 TU0684  USGS QUAD   -  KEKAHA (1983)
 TU0684
 TU0684                         *CURRENT SURVEY CONTROL
 TU0684  ___________________________________________________________________
 TU0684* NAD 83(1986)-  21 58 06.     (N)    159 43 01.     (W)     SCALED    
 TU0684* LOCAL TIDAL -         2.996  (meters)       9.83   (feet)  ADJ UNCH  
 TU0684  ___________________________________________________________________
 TU0684  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0684
 TU0684  VERT ORDER  -  SECOND    CLASS 0
 TU0684
 TU0684.The horizontal coordinates were scaled from a topographic map and have
 TU0684.an estimated accuracy of +/- 6 seconds.
 TU0684
 TU0684.The orthometric height was key entered from printed documents
 TU0684.and not key verified.
 TU0684
 TU0684.The geoid height was determined by GEOID03.
 TU0684
 TU0684;                    North         East    Units  Estimated Accuracy
 TU0684;SPC HI 4     -    14,960.      477,590.      MT  (+/- 180 meters Scaled)
 TU0684
 TU0684                          SUPERSEDED SURVEY CONTROL
 TU0684
 TU0684.No superseded survey control is available for this station.
 TU0684
 TU0684_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK259294(NAD 83)
 TU0684_MARKER: DB = BENCH MARK DISK
 TU0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0684_STAMPING: Y 245 1964
 TU0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0684+STABILITY: SURFACE MOTION
 TU0684
 TU0684  HISTORY     - Date     Condition        Report By
 TU0684  HISTORY     - 1964     MONUMENTED       CGS
 TU0684  HISTORY     - 1966     GOOD             NGS
 TU0684  HISTORY     - 1981     GOOD             USGS
 TU0684  HISTORY     - 19970108 MARK NOT FOUND   USPSQD
 TU0684  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 TU0684  HISTORY     - 20050223 MARK NOT FOUND   USPSQD
 TU0684
 TU0684                          STATION DESCRIPTION
 TU0684
 TU0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0684'IN KEKAHA.
 TU0684'AT THE JUNCTION OF STATE HIGHWAYS 50 AND 55, AT THE SOUTH SIDE OF
 TU0684'KEKAHA, IN EAST ANGLE OF THE JUNCTION, AT SOUTHWEST CORNER OF THE
 TU0684'LINDSAY A. FAYE PARK, 19.7 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 TU0684'STATE HIGHWAY 50, 2 FEET NORTHEAST OF A STATE HIGHWAY 55 SIGNPOST AND
 TU0684'SET IN THE TOP OF A 12-INCH-DIAMETER, CONCRETE MONUMENT THAT PROJECTS
 TU0684'6 INCHES ABOVE GROUND.
 TU0684
 TU0684                          STATION RECOVERY (1981)
 TU0684
 TU0684'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0684'RECOVERED IN GOOD CONDITION.
 TU0684
 TU0684                          STATION RECOVERY (1997)
 TU0684
 TU0684'RECOVERY NOTE BY US POWER SQUADRON 1997
 TU0684'MARK NOT FOUND.
 TU0684
 TU0684                          STATION RECOVERY (1998)
 TU0684
 TU0684'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0684'MARK NOT FOUND.
 TU0684
 TU0684                          STATION RECOVERY (2005)
 TU0684
 TU0684'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0394 ***********************************************************************
 TU0394  DESIGNATION -  Y 4
 TU0394  PID         -  TU0394
 TU0394  STATE/COUNTY-  HI/HONOLULU
 TU0394  USGS QUAD   -  HONOLULU (1983)
 TU0394
 TU0394                         *CURRENT SURVEY CONTROL
 TU0394  ___________________________________________________________________
 TU0394* NAD 83(1986)-  21 20 15.     (N)    157 51 05.     (W)     SCALED    
 TU0394* LOCAL TIDAL -       203.483  (meters)     667.59   (feet)  ADJ UNCH  
 TU0394  ___________________________________________________________________
 TU0394  GEOID HEIGHT-          15.90  (meters)                     GEOID03
 TU0394
 TU0394  VERT ORDER  -  FIRST     CLASS II
 TU0394
 TU0394.The horizontal coordinates were scaled from a topographic map and have
 TU0394.an estimated accuracy of +/- 6 seconds.
 TU0394
 TU0394.The orthometric height was key entered from printed documents
 TU0394.and not key verified.
 TU0394
 TU0394.The geoid height was determined by GEOID03.
 TU0394
 TU0394;                    North         East    Units  Estimated Accuracy
 TU0394;SPC HI 3     -    18,920.      515,420.      MT  (+/- 180 meters Scaled)
 TU0394
 TU0394                          SUPERSEDED SURVEY CONTROL
 TU0394
 TU0394.No superseded survey control is available for this station.
 TU0394
 TU0394_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ191599(NAD 83)
 TU0394_MARKER: DB = BENCH MARK DISK
 TU0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0394_STAMPING: Y 4 1928
 TU0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0394+STABILITY: SURFACE MOTION
 TU0394
 TU0394  HISTORY     - Date     Condition        Report By
 TU0394  HISTORY     - 1928     MONUMENTED       CGS
 TU0394  HISTORY     - 1962     GOOD             NGS
 TU0394
 TU0394                          STATION DESCRIPTION
 TU0394
 TU0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0394'IN HONOLULU.
 TU0394'1.5 MILES NORTHEAST ON NUUANU AVENUE FROM THE INTERSECTION OF
 TU0394'BERETANIA STREET, THENCE 0.5 MILE LEFT, NORTHEAST, ON WYLLIE STREET,
 TU0394'THENCE LEFT 1.4 MILES ON ALEWA DRIVE.  IN GRASS STRIP BETWEEN ALEWA
 TU0394'DRIVE AND A HEDGE, 7.5 FEET NORTH OF FIRE HYDRANT NO. 647, 6.7 FEET
 TU0394'SOUTH OF CENTER OF POWER POLE NO. 58, 3.1 FEET WEST OF STREET CURB, 4
 TU0394'FEET SOUTH OF END OF HEDGE, 22 FEET SOUTHEAST OF CENTER OF TOP
 TU0394'CONCRETE STEP LEADING DOWN TO HOUSE AT 1553 ALEWA DRIVE, 7.6 FEET
 TU0394'SOUTH-SOUTHEAST OF CENTER OF A NEW POWER POLE, 35 FEET SOUTH OF SOUTH
 TU0394'EDGE OF DRIVEWAY TO GARAGE AT 1553 ALEWA DRIVE, AND SET IN THE TOP OF
 TU0394'AN 8-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0198 ***********************************************************************
 TU0198  DESIGNATION -  Y 5
 TU0198  PID         -  TU0198
 TU0198  STATE/COUNTY-  HI/MAUI
 TU0198  USGS QUAD   -  PUU O KALI (1992)
 TU0198
 TU0198                         *CURRENT SURVEY CONTROL
 TU0198  ___________________________________________________________________
 TU0198* NAD 83(1986)-  20 48 33.     (N)    156 25 41.     (W)     SCALED    
 TU0198* LOCAL TIDAL -        92.093  (meters)     302.14   (feet)  ADJ UNCH  
 TU0198  ___________________________________________________________________
 TU0198  GEOID HEIGHT-          16.39  (meters)                     GEOID03
 TU0198
 TU0198  VERT ORDER  -  FIRST     CLASS II
 TU0198
 TU0198.The horizontal coordinates were scaled from a topographic map and have
 TU0198.an estimated accuracy of +/- 6 seconds.
 TU0198
 TU0198.The orthometric height was key entered from printed documents
 TU0198.and not key verified.
 TU0198
 TU0198.The geoid height was determined by GEOID03.
 TU0198
 TU0198;                    North         East    Units  Estimated Accuracy
 TU0198;SPC HI 2     -    52,700.      524,840.      MT  (+/- 180 meters Scaled)
 TU0198
 TU0198                          SUPERSEDED SURVEY CONTROL
 TU0198
 TU0198.No superseded survey control is available for this station.
 TU0198
 TU0198_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ677031(NAD 83)
 TU0198_MARKER: DB = BENCH MARK DISK
 TU0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0198_STAMPING: Y 5 1950
 TU0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0198+STABILITY: SURFACE MOTION
 TU0198
 TU0198  HISTORY     - Date     Condition        Report By
 TU0198  HISTORY     - 1950     MONUMENTED       CGS
 TU0198  HISTORY     - 1968     GOOD             NGS
 TU0198
 TU0198                          STATION DESCRIPTION
 TU0198
 TU0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0198'3.5 MI NE FROM KIHEI.
 TU0198'0.5 MILE EAST ON UPPER KIHEI ROAD, THENCE TAKE LEFT FORK AND GO 0.4
 TU0198'MILE.  THENCE TAKE RIGHT FORK AND GO 2.7 MILES TO PAVED T-JUNCTION.
 TU0198'THENCE ANGLE RIGHT AND FOLLOW FIELD ROAD 0.3 MILE TO LARGE, TAN,
 TU0198'CORRUGATED BUILDING WHICH HOUSES A SUGAR COMPANY PUMPING PLANT.  THE
 TU0198'MARK IS AT NORTHWEST CORNER OF BUILDING, 3.1 FEET WEST OF THE WALL, 4
 TU0198'FEET SOUTHWEST OF NORTHWEST CORNER OF BUILDING, 12 FEET
 TU0198'SOUTH-SOUTHEAST OF CENTER LINE OF ROAD, 42 FEET WEST OF RED BRICK
 TU0198'FOUNDATION OF OLD STACK, NOW REMOVED, 15 INCHES EAST OF A WHITE
 TU0198'WITNESS POST AND SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT
 TU0198'PROJECTING 14 INCHES ABOVE GROUND AND PAINTED YELLOW. NOTE-- THE
 TU0198'MONUMENT WAS FOUND PROJECTING EXCESSIVELY DUE TO WATER EROSION SO WAS
 TU0198'BUILT UP AND RE-ENFORCED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU1562 ***********************************************************************
 TU1562  DESIGNATION -  Y M C A
 TU1562  PID         -  TU1562
 TU1562  STATE/COUNTY-  HI/HONOLULU
 TU1562  USGS QUAD   -  KAENA (1983)
 TU1562
 TU1562                         *CURRENT SURVEY CONTROL
 TU1562  ___________________________________________________________________
 TU1562* NAD 83(1993)-  21 34 45.80253(N)    158 13 27.06855(W)     ADJUSTED  
 TU1562* LOCAL TIDAL -         2.     (meters)       7.     (feet)  SCALED    
 TU1562  ___________________________________________________________________
 TU1562  EPOCH DATE  -        1993.62
 TU1562  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 TU1562  GEOID HEIGHT-          14.67  (meters)                     GEOID03
 TU1562
 TU1562  HORZ ORDER  -  THIRD
 TU1562
 TU1562.The horizontal coordinates were established by classical geodetic methods
 TU1562.and adjusted by the National Geodetic Survey in December 1998..
 TU1562.The horizontal coordinates are valid at the epoch date displayed above.
 TU1562.The epoch date for horizontal control is a decimal equivalence
 TU1562.of Year/Month/Day.
 TU1562
 TU1562.The orthometric height was scaled from a topographic map.
 TU1562
 TU1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU1562
 TU1562.The geoid height was determined by GEOID03.
 TU1562
 TU1562;                    North         East     Units Scale Factor Converg.
 TU1562;SPC HI 3     -    45,713.721   476,782.647   MT  0.99999666   -0 04 56.8
 TU1562;UTM  04      - 2,386,472.467   580,316.003   MT  0.99967971   +0 17 07.3
 TU1562
 TU1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TU1562!SPC HI 3     -   0.99999738  x   0.99999666  =   0.99999404
 TU1562!UTM  04      -   0.99999738  x   0.99967971  =   0.99967709
 TU1562
 TU1562:                Primary Azimuth Mark                     Grid Az
 TU1562:SPC HI 3     -  MAHOE                                    085 02 12.4
 TU1562:UTM  04      -  MAHOE                                    084 40 08.3
 TU1562
 TU1562|---------------------------------------------------------------------|
 TU1562| PID    Reference Object                     Distance      Geod. Az  |
 TU1562|                                                           dddmmss.s |
 TU1562| TU1556 MAHOE                               APPROX. 1.1 KM 0845715.6 |
 TU1562| TU1555 TURTLE HEAD                         APPROX. 1.3 KM 1061831.3 |
 TU1562| CJ9117 Y M C A RM 2                         38.760 METERS 11944     |
 TU1562| TU1564 WEST RADIO TOWER                    215.256 METERS 19113     |
 TU1562| CJ9116 Y M C A RM 1                         27.250 METERS 24800     |
 TU1562| TU1568 WART                                APPROX. 1.5 KM 2521239.1 |
 TU1562|---------------------------------------------------------------------|
 TU1562
 TU1562                          SUPERSEDED SURVEY CONTROL
 TU1562
 TU1562  NAD 83(1986)-  21 34 45.75278(N)    158 13 27.08085(W) AD(       ) 3
 TU1562  OLD HI      -  21 34 57.13800(N)    158 13 37.01700(W) AD(       ) 3
 TU1562
 TU1562.Superseded values are not recommended for survey control.
 TU1562.NGS no longer adjusts projects to the OLD HI datum.
 TU1562.See file dsdata.txt to determine how the superseded data were derived.
 TU1562
 TU1562_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ8031686472(NAD 83)
 TU1562_MARKER: Z = SEE DESCRIPTION
 TU1562_SETTING: 0 = UNSPECIFIED SETTING
 TU1562
 TU1562  HISTORY     - Date     Condition        Report By
 TU1562  HISTORY     - 1932     MONUMENTED       CGS
 TU1562  HISTORY     - 1944     SEE DESCRIPTION  USE
 TU1562  HISTORY     - 1945     SEE DESCRIPTION  USA
 TU1562  HISTORY     - 1964     SEE DESCRIPTION  CGS
 TU1562
 TU1562                          STATION DESCRIPTION
 TU1562
 TU1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HAP)
 TU1562'3.6 MILES E OF KAENA POINT, ON THE GROUNDS OF Y.M.C.A. CAMP, N
 TU1562'OF THE PROMINENT RED BRICK BUILDING (DOLLAR RADIO STATION), ON
 TU1562'THE SAND RIDGE, PARALLELING THE SHORE.
 TU1562'
 TU1562'SURFACE, UNDERGROUND, AND R.M. 1 ARE STANDARD DISKS SET IN
 TU1562'CONCRETE.
 TU1562'
 TU1562'R.M. 2 IS A STANDARD REFERENCE-MARK DISK CEMENTED IN A DRILL
 TU1562'HOLE IN THE CONCRETE BASE OF A FLAGPOLE.
 TU1562'
 TU1562'HEIGHT OF SIGNAL ABOVE STATION MARK - 3 METERS.
 TU1562
 TU1562                          STATION RECOVERY (1944)
 TU1562
 TU1562'RECOVERY NOTE BY US ENGINEERS 1944
 TU1562'LETTER OF W. D. PATTERSON, SUPERVISOR, PACIFIC DISTRICT,
 TU1562'HONOLULU, T. H., DATED 8/2/44--
 TU1562'
 TU1562'R. M. 2 AT BASE OF FLAGPOLE IS THE ONLY MARK REMAINING.
 TU1562
 TU1562                          STATION RECOVERY (1945)
 TU1562
 TU1562'RECOVERY NOTE BY US ARMY 1945
 TU1562'3.6 MILES E OF KAENA POINT, ON THE GROUNDS OF THE Y.M.C.A. CAMP,
 TU1562'N OF THE PROMINENT RED BRICK BUILDING (DOLLAR RADIO STATION), ON
 TU1562'THE SAND RIDGE PARALLELING THE SHORE.  R.M. 2 IS A STANDARD
 TU1562'REFERENCE-MARK DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 TU1562'BASE OF A FLAGPOLE.
 TU1562'
 TU1562'STATION IS EVIDENTLY LOST DURING CONSTRUCTION OF VOLLEY BALL
 TU1562'COURT ON GROUNDS OF CAMP HAROLD R. ERDMAN, NAVAL OFFICERS
 TU1562'RECREATION CAMP, 3 MILES W OF GATE TO MOKULEIA AIRSTRIP.  R.M. 2
 TU1562'IS LOCATED AS DESCRIBED AND IN GOOD CONDITION.
 TU1562
 TU1562                          STATION RECOVERY (1964)
 TU1562
 TU1562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (DGR)
 TU1562'STATION IS DESTROYED.  THE ONLY MARK RECOVERED WAS REFERENCE
 TU1562'MARK NUMBER TWO.  A SEARCH WAS MADE BY DISTANCE AND AZIMUTH FOR
 TU1562'THE STATION MARK, BUT IT WAS NOT FOUND.  THE SAND BEACH IN
 TU1562'THAT VICINITY IS NOW ABOUT 4 FEET LOWER THAN IT WAS ORIGINALLY
 TU1562'DUE TO WEARING AWAY BY WAVE ACTION, AND THE VEGETATION LINE IS
 TU1562'NOW ABOUT 25 FEET SOUTH OF THE STATION POINT.
 TU1562'
 TU1562'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED YMCA NO
 TU1562'2, CEMENTED IN A DRILL HOLE IN CONCRETE SLAB.  IT IS LOCATED IN
 TU1562'SAND, JUST OFF THE NORTH EDGE OF THE LARGE LAWN AREA AT CAMP
 TU1562'ERDMAN, 22.0 FEET NORTH OF THE FLAGPOLE AND 49 FEET WEST OF
 TU1562'THE WESTERNMOST IRONWOOD TREE OF A ROW.  IT IS UNDER SEVERAL
 TU1562'INCHES OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU2183 ***********************************************************************
 TU2183  DESIGNATION -  YELLOW
 TU2183  PID         -  TU2183
 TU2183  STATE/COUNTY-  HI/HAWAII
 TU2183  USGS QUAD   -  PAPAALOA (1980)
 TU2183
 TU2183                         *CURRENT SURVEY CONTROL
 TU2183  ___________________________________________________________________
 TU2183* NAD 83(1993)-  19 59 33.35633(N)    155 14 24.89664(W)     ADJUSTED  
 TU2183* LOCAL TIDAL -                                                        
 TU2183  ___________________________________________________________________
 TU2183  EPOCH DATE  -        1993.62
 TU2183  LAPLACE CORR-         -18.49  (seconds)                    DEFLEC99
 TU2183  GEOID HEIGHT-          18.38  (meters)                     GEOID03
 TU2183
 TU2183  HORZ ORDER  -  THIRD
 TU2183
 TU2183.The horizontal coordinates were established by classical geodetic methods
 TU2183.and adjusted by the National Geodetic Survey in December 1998..
 TU2183.The horizontal coordinates are valid at the epoch date displayed above.
 TU2183.The epoch date for horizontal control is a decimal equivalence
 TU2183.of Year/Month/Day.
 TU2183
 TU2183
 TU2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 TU2183
 TU2183.The geoid height was determined by GEOID03.
 TU2183
 TU2183;                    North         East     Units Scale Factor Converg.
 TU2183;SPC HI 1     -   128,344.113   527,182.614   MT  0.99997580   +0 05 19.7
 TU2183;UTM  05      - 2,212,229.610   265,601.211   MT  1.00027913   -0 45 58.6
 TU2183
 TU2183                          SUPERSEDED SURVEY CONTROL
 TU2183
 TU2183  NAD 83(1986)-  19 59 33.33447(N)    155 14 24.89553(W) AD(       ) 4
 TU2183  OLD HI      -  19 59 44.34700(N)    155 14 34.87900(W) AD(       ) 3
 TU2183
 TU2183.Superseded values are not recommended for survey control.
 TU2183.NGS no longer adjusts projects to the OLD HI datum.
 TU2183.See file dsdata.txt to determine how the superseded data were derived.
 TU2183
 TU2183_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKC6560112230(NAD 83)
 TU2183
 TU2183  HISTORY     - Date     Condition        Report By
 TU2183  HISTORY     - 1913     MONUMENTED       CGS
 TU2183  HISTORY     - 1966     SEE DESCRIPTION  CGS
 TU2183
 TU2183                          STATION DESCRIPTION
 TU2183
 TU2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (ERH)
 TU2183'ON NORTHEAST COAST OF HAWAII, ON THE POINT AT LAUPAHOEHOE, BETWEEN
 TU2183'THE LIGHT AND THE SMALL BOAT LANDING.  THE SOUTHEAST GABLE OF THE
 TU2183'POLICE STATION, A PLAIN YELLOW BUILDING.
 TU2183
 TU2183                          STATION RECOVERY (1966)
 TU2183
 TU2183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DMW)
 TU2183'STATION IS DESTROYED.  THE BUILDING HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0050 ***********************************************************************
 TU0050  DESIGNATION -  Z 1 RESET 1963
 TU0050  PID         -  TU0050
 TU0050  STATE/COUNTY-  HI/HAWAII
 TU0050  USGS QUAD   -  HILO (1995)
 TU0050
 TU0050                         *CURRENT SURVEY CONTROL
 TU0050  ___________________________________________________________________
 TU0050* NAD 83(1986)-  19 37 27.     (N)    155 02 18.     (W)     SCALED    
 TU0050* LOCAL TIDAL -        99.833  (meters)     327.54   (feet)  ADJ UNCH  
 TU0050  ___________________________________________________________________
 TU0050  GEOID HEIGHT-          17.77  (meters)                     GEOID03
 TU0050
 TU0050  VERT ORDER  -  FIRST     CLASS I
 TU0050
 TU0050.The horizontal coordinates were scaled from a topographic map and have
 TU0050.an estimated accuracy of +/- 6 seconds.
 TU0050
 TU0050.The orthometric height was key entered from printed documents
 TU0050.and not key verified.
 TU0050
 TU0050.The geoid height was determined by GEOID03.
 TU0050
 TU0050;                    North         East    Units  Estimated Accuracy
 TU0050;SPC HI 1     -    87,600.      548,420.      MT  (+/- 180 meters Scaled)
 TU0050
 TU0050                          SUPERSEDED SURVEY CONTROL
 TU0050
 TU0050.No superseded survey control is available for this station.
 TU0050
 TU0050_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB862711(NAD 83)
 TU0050_MARKER: DB = BENCH MARK DISK
 TU0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0050_SP_SET: BASE
 TU0050_STAMPING: Z 1 1926 RESET 1963
 TU0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0050
 TU0050  HISTORY     - Date     Condition        Report By
 TU0050  HISTORY     - 1963     MONUMENTED       CGS
 TU0050  HISTORY     - 1975     GOOD             NGS
 TU0050  HISTORY     - 20051017 GOOD             HIDT
 TU0050
 TU0050                          STATION DESCRIPTION
 TU0050
 TU0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0050'0.25 MI N FROM KEAAU.
 TU0050'0.25 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE IN KEAAU AT THE
 TU0050'PUNA HONGWANJI MISSION, IN TOP OF THE NORTHEAST SIDE OF A 8 SIDED
 TU0050'CONCRETE FLAGPOLE BASE, 47.0 FEET EAST OF THE NORTHEAST CORNER OF
 TU0050'MISSION, 14.2 FEET NORTHWEST OF THE NORTHWEST EDGE OF SIDEWALK, 15.0
 TU0050'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF RETAINING WALL, 109.0 FEET
 TU0050'SOUTHWEST OF CENTERLINE OF MAIN ST., 0.9 FOOT NORTH OF FLAGPOLE, AND 2
 TU0050'INCHES ABOVE GROUND.
 TU0050
 TU0050                          STATION RECOVERY (2005)
 TU0050
 TU0050'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2005 (CBG)
 TU0050'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0360 ***********************************************************************
 TU0360  DESIGNATION -  Z 11 RESET 1969
 TU0360  PID         -  TU0360
 TU0360  STATE/COUNTY-  HI/HONOLULU
 TU0360  USGS QUAD   -  KOKO HEAD (1983)
 TU0360
 TU0360                         *CURRENT SURVEY CONTROL
 TU0360  ___________________________________________________________________
 TU0360* NAD 83(1986)-  21 21 27.     (N)    157 43 55.     (W)     SCALED    
 TU0360* LOCAL TIDAL -        32.85   (meters)     107.8    (feet)  RESET     
 TU0360  ___________________________________________________________________
 TU0360  GEOID HEIGHT-          15.89  (meters)                     GEOID03
 TU0360
 TU0360  VERT ORDER  -  THIRD
 TU0360
 TU0360.The horizontal coordinates were scaled from a topographic map and have
 TU0360.an estimated accuracy of +/- 6 seconds.
 TU0360
 TU0360.The orthometric height was computed from unverified reset data.
 TU0360
 TU0360.The geoid height was determined by GEOID03.
 TU0360
 TU0360;                    North         East    Units  Estimated Accuracy
 TU0360;SPC HI 3     -    21,150.      527,800.      MT  (+/- 180 meters Scaled)
 TU0360
 TU0360                          SUPERSEDED SURVEY CONTROL
 TU0360
 TU0360.No superseded survey control is available for this station.
 TU0360
 TU0360_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ314622(NAD 83)
 TU0360_MARKER: DB = BENCH MARK DISK
 TU0360_SETTING: 66 = SET IN ROCK OUTCROP
 TU0360_SP_SET: ROCK OUTCROP
 TU0360_STAMPING: Z 11 1969 RESET 1969
 TU0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0360+STABILITY: POSITION/ELEVATION WELL
 TU0360
 TU0360  HISTORY     - Date     Condition        Report By
 TU0360  HISTORY     - 1969     MONUMENTED       CGS
 TU0360
 TU0360                          STATION DESCRIPTION
 TU0360
 TU0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0360'2.95 MI NW FROM WAIMANALO.
 TU0360'LOCATED 2.95 MILES NORTHWESTERLY ALONG STATE HIGHWAY 72 (KALANIANAOLE
 TU0360'HWY.) FROM THE POST OFFICE AT WAIMANALO, 0.25 MILE NORTHWEST OF THE
 TU0360'ENTRANCE TO THE OLOMANA GOLF COURSE, IN THE TOP OF A SMALL ROCK
 TU0360'OUTCROP ON THE NORTHEAST SIDE OF THE HIGHWAY AT THE BASE OF A ROCK
 TU0360'CUT, 214 FEET NORTHWEST OF THE NORTHWESTERLY END OF A GUARDRAIL AT THE
 TU0360'SOUTHEASTERLY END OF THE CUT, 172 FEET SOUTHEAST OF THE CENTERLINE OF
 TU0360'A DIRT ROAD RUNNING EAST FROM THE HIGHWAY AT THE NORTHEASTERLY END OF
 TU0360'THE CUT, 52 FEET NORTHEAST OF THE CENTER DITCH OF THE FOUR-LANED
 TU0360'HIGHWAY, 17.8 FEET NORTH-NORTHEAST OF THE CENTER OF A SMALL (12X18
 TU0360'INCHES) CONCRETE HAND-HOLE BOX, 3 FEET SOUTHWEST AND DOWN SLOPE FROM A
 TU0360'WITNESS POST, AND ABOUT 2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0408 ***********************************************************************
 TU0408  DESIGNATION -  Z 12
 TU0408  PID         -  TU0408
 TU0408  STATE/COUNTY-  HI/HONOLULU
 TU0408  USGS QUAD   -  HONOLULU (1983)
 TU0408
 TU0408                         *CURRENT SURVEY CONTROL
 TU0408  ___________________________________________________________________
 TU0408* NAD 83(1986)-  21 21 53.     (N)    157 46 53.     (W)     SCALED    
 TU0408* LOCAL TIDAL -       206.210  (meters)     676.54   (feet)  ADJ UNCH  
 TU0408  ___________________________________________________________________
 TU0408  GEOID HEIGHT-          16.14  (meters)                     GEOID03
 TU0408
 TU0408  VERT ORDER  -  FIRST     CLASS II
 TU0408
 TU0408.The horizontal coordinates were scaled from a topographic map and have
 TU0408.an estimated accuracy of +/- 6 seconds.
 TU0408
 TU0408.The orthometric height was key entered from printed documents
 TU0408.and not key verified.
 TU0408
 TU0408.The geoid height was determined by GEOID03.
 TU0408
 TU0408;                    North         East    Units  Estimated Accuracy
 TU0408;SPC HI 3     -    21,940.      522,670.      MT  (+/- 180 meters Scaled)
 TU0408
 TU0408                          SUPERSEDED SURVEY CONTROL
 TU0408
 TU0408.No superseded survey control is available for this station.
 TU0408
 TU0408_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ263630(NAD 83)
 TU0408_MARKER: DB = BENCH MARK DISK
 TU0408_SETTING: 66 = SET IN ROCK OUTCROP
 TU0408_SP_SET: ROCK CUT
 TU0408_STAMPING: Z 12 1969
 TU0408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0408+STABILITY: POSITION/ELEVATION WELL
 TU0408
 TU0408  HISTORY     - Date     Condition        Report By
 TU0408  HISTORY     - 1969     MONUMENTED       CGS
 TU0408
 TU0408                          STATION DESCRIPTION
 TU0408
 TU0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0408'7.3 MI NE FROM HONOLULU.
 TU0408'7.3 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0408'SOUTH BERETANIA STREET AT HONOLULU, AT THE NORTHWEST END OF A CURVE,
 TU0408'ABOUT THE MIDDLE OF A CUT, IN THE TOP OF A 6- BY 3-FOOT ROCK
 TU0408'PROJECTION THAT IS PART OF A ROCK CUT ON THE SOUTHWEST SIDE OF THE
 TU0408'HIGHWAY, 28.4 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST BOUND
 TU0408'LANES OF THE HIGHWAY, 4.9 FEET SOUTHWEST OF THE SOUTHWEST CURB OF A
 TU0408'CONCRETE GUTTER ALONG THE SOUTHWEST SIDE OF THE SOUTHWEST BOUND LANES,
 TU0408'242.0 FEET SOUTHEAST OF A CAUTION SIGN, AND ABOUT 2 FEET HIGHER THAN
 TU0408'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0613 ***********************************************************************
 TU0613  DESIGNATION -  Z 13
 TU0613  PID         -  TU0613
 TU0613  STATE/COUNTY-  HI/HONOLULU
 TU0613  USGS QUAD   -  WAIANAE (1983)
 TU0613
 TU0613                         *CURRENT SURVEY CONTROL
 TU0613  ___________________________________________________________________
 TU0613* NAD 83(1986)-  21 23 48.     (N)    158 09 50.     (W)     SCALED    
 TU0613* LOCAL TIDAL -         3.070  (meters)      10.07   (feet)  ADJ UNCH  
 TU0613  ___________________________________________________________________
 TU0613  GEOID HEIGHT-          15.34  (meters)                     GEOID03
 TU0613
 TU0613  VERT ORDER  -  FIRST     CLASS II
 TU0613
 TU0613.The horizontal coordinates were scaled from a topographic map and have
 TU0613.an estimated accuracy of +/- 6 seconds.
 TU0613
 TU0613.The orthometric height was key entered from printed documents
 TU0613.and not key verified.
 TU0613
 TU0613.The geoid height was determined by GEOID03.
 TU0613
 TU0613;                    North         East    Units  Estimated Accuracy
 TU0613;SPC HI 3     -    25,470.      483,010.      MT  (+/- 180 meters Scaled)
 TU0613
 TU0613                          SUPERSEDED SURVEY CONTROL
 TU0613
 TU0613.No superseded survey control is available for this station.
 TU0613
 TU0613_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QEJ866662(NAD 83)
 TU0613_MARKER: DB = BENCH MARK DISK
 TU0613_SETTING: 66 = SET IN ROCK OUTCROP
 TU0613_SP_SET: ROCK OUTCROP
 TU0613_STAMPING: Z 13 1969
 TU0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0613+STABILITY: POSITION/ELEVATION WELL
 TU0613
 TU0613  HISTORY     - Date     Condition        Report By
 TU0613  HISTORY     - 1969     MONUMENTED       CGS
 TU0613  HISTORY     - 20060605 MARK NOT FOUND   HIDT
 TU0613
 TU0613                          STATION DESCRIPTION
 TU0613
 TU0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0613'1.45 MI NW FROM NANAKULI.
 TU0613'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 TU0613'NANAKULI, ACROSS THE HIGHWAY FROM HOUSE NO. 87-1386, NEAR A 8- BY 8
 TU0613'IN. WOODEN BOUNDARY MARKER PROJECTING ABOUT 6 FEET ABOVE A ROCK SHELF,
 TU0613'IN THE TOP OF A CORAL ROCK OUTCROP ALONG THE SOUTHWEST SIDE OF THE
 TU0613'HIGHWAY IN ULEHAWA BEACH PARK, 84.0 FEET SOUTHWEST OF THE CENTER LINE
 TU0613'OF A TRACK ROAD IN THE PARK, 80 FEET NORTHEAST OF THE SOUTHWEST END OF
 TU0613'A ROCK SHELF, 115.0 FEET SOUTHWEST AND ACROSS THE TRACK ROAD FROM
 TU0613'POWER POLE 61, 145.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 TU0613'166.0 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE 108 AND IN
 TU0613'LINE WITH THE POLES, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 TU0613
 TU0613                          STATION RECOVERY (2006)
 TU0613
 TU0613'RECOVERY NOTE BY HAWAII DEPARTMENT OF TRANSPORTATION 2006 (ROY)
 TU0613'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0502 ***********************************************************************
 TU0502  DESIGNATION -  Z 15
 TU0502  PID         -  TU0502
 TU0502  STATE/COUNTY-  HI/HONOLULU
 TU0502  USGS QUAD   -  KAHUKU (1983)
 TU0502
 TU0502                         *CURRENT SURVEY CONTROL
 TU0502  ___________________________________________________________________
 TU0502* NAD 83(1986)-  21 40 04.     (N)    157 56 17.     (W)     SCALED    
 TU0502* LOCAL TIDAL -         4.047  (meters)      13.28   (feet)  ADJ UNCH  
 TU0502  ___________________________________________________________________
 TU0502  GEOID HEIGHT-          13.50  (meters)                     GEOID03
 TU0502
 TU0502  VERT ORDER  -  FIRST     CLASS II
 TU0502
 TU0502.The horizontal coordinates were scaled from a topographic map and have
 TU0502.an estimated accuracy of +/- 6 seconds.
 TU0502
 TU0502.The orthometric height was key entered from printed documents
 TU0502.and not key verified.
 TU0502
 TU0502.The geoid height was determined by GEOID03.
 TU0502
 TU0502;                    North         East    Units  Estimated Accuracy
 TU0502;SPC HI 3     -    55,490.      506,410.      MT  (+/- 180 meters Scaled)
 TU0502
 TU0502                          SUPERSEDED SURVEY CONTROL
 TU0502
 TU0502.No superseded survey control is available for this station.
 TU0502
 TU0502_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ098964(NAD 83)
 TU0502_MARKER: DB = BENCH MARK DISK
 TU0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0502_STAMPING: Z 15 1969
 TU0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0502+STABILITY: SURFACE MOTION
 TU0502
 TU0502  HISTORY     - Date     Condition        Report By
 TU0502  HISTORY     - 1969     MONUMENTED       CGS
 TU0502
 TU0502                          STATION DESCRIPTION
 TU0502
 TU0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 TU0502'1.2 MI SE FROM KAHUKU.
 TU0502'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 83 FROM KAHUKU PLANTATION
 TU0502'COMPANY HEADQUARTERS AT KAHUKU, 23.5 FEET SOUTHWEST OF THE CENTER LINE
 TU0502'OF THE HIGHWAY, 3.0 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF
 TU0502'TELEPHONE POLE 58T, 100 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 TU0502'ROAD SOUTHWEST, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH
 TU0502'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 TU0502'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0396 ***********************************************************************
 TU0396  DESIGNATION -  Z 2 RESET 1955
 TU0396  PID         -  TU0396
 TU0396  STATE/COUNTY-  HI/HONOLULU
 TU0396  USGS QUAD   -  HONOLULU (1983)
 TU0396
 TU0396                         *CURRENT SURVEY CONTROL
 TU0396  ___________________________________________________________________
 TU0396* NAD 83(1986)-  21 20 11.     (N)    157 50 17.     (W)     SCALED    
 TU0396* LOCAL TIDAL -       114.183  (meters)     374.62   (feet)  ADJ UNCH  
 TU0396  ___________________________________________________________________
 TU0396  GEOID HEIGHT-          15.96  (meters)                     GEOID03
 TU0396
 TU0396  VERT ORDER  -  FIRST     CLASS II
 TU0396
 TU0396.The horizontal coordinates were scaled from a topographic map and have
 TU0396.an estimated accuracy of +/- 6 seconds.
 TU0396
 TU0396.The orthometric height was key entered from printed documents
 TU0396.and not key verified.
 TU0396
 TU0396.The geoid height was determined by GEOID03.
 TU0396
 TU0396;                    North         East    Units  Estimated Accuracy
 TU0396;SPC HI 3     -    18,800.      516,800.      MT  (+/- 180 meters Scaled)
 TU0396
 TU0396                          SUPERSEDED SURVEY CONTROL
 TU0396
 TU0396.No superseded survey control is available for this station.
 TU0396
 TU0396_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ204598(NAD 83)
 TU0396_MARKER: DB = BENCH MARK DISK
 TU0396_SETTING: 80 = SET IN A BOULDER
 TU0396_SP_SET: BOULDER
 TU0396_STAMPING: Z 2 1927 RESET 1955
 TU0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0396+STABILITY: SURFACE MOTION
 TU0396
 TU0396  HISTORY     - Date     Condition        Report By
 TU0396  HISTORY     - 1955     MONUMENTED       CGS
 TU0396  HISTORY     - 1969     GOOD             NGS
 TU0396
 TU0396                          STATION DESCRIPTION
 TU0396
 TU0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 TU0396'2.4 MI NE FROM HONOLULU.
 TU0396'2.4 MILES NORTHEAST ALONG STATE HIGHWAY 61 FROM THE INTERSECTION OF
 TU0396'SOUTH BERETANIA STREET AT HONOLULU, AT THE INTERSECTION OF PUIWA ROAD,
 TU0396'IN THE NORTH CORNER OF NUUANU VALLEY PARK, IN THE TOP OF THE EAST ONE
 TU0396'OF TWO BOULDERS PROJECTING ABOUT 1 FOOT ABOVE THE GROUND AND A MONKEY
 TU0396'POD TREE IN BETWEEN, 108 FEET SOUTHEAST OF THE EXTENDED CURB OF THE
 TU0396'NORTHEAST BOUND LANES OF THE HIGHWAY, 19.7 FEET SOUTHWEST OF THE
 TU0396'CENTER LINE OF THE ROAD, 64.5 FEET SOUTH-SOUTHWEST OF FIRE HYDRANT NO.
 TU0396'660, 45.5 FEET SOUTHEAST OF A 6-INCH MONKEY POD TREE, 90.3 FEET
 TU0396'SOUTHEAST OF A NUUANU ELEMENTARY SCHOOL SIGN, 72.0 FEET NORTHWEST OF
 TU0396'THE CENTER LINE OF A DRIVEWAY LEADING TO PARKING AREA, AND ABOUT 3
 TU0396'FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0104 ***********************************************************************
 TU0104  DESIGNATION -  Z 20
 TU0104  PID         -  TU0104
 TU0104  STATE/COUNTY-  HI/HAWAII
 TU0104  USGS QUAD   -  KILAUEA CRATER (1981)
 TU0104
 TU0104                         *CURRENT SURVEY CONTROL
 TU0104  ___________________________________________________________________
 TU0104* NAD 83(1986)-  19 25 45.     (N)    155 16 56.     (W)     SCALED    
 TU0104* LOCAL TIDAL -      1229.028  (meters)    4032.24   (feet)  ADJ UNCH  
 TU0104  ___________________________________________________________________
 TU0104  GEOID HEIGHT-          23.01  (meters)                     GEOID03
 TU0104
 TU0104  VERT ORDER  -  FIRST     CLASS I
 TU0104
 TU0104.The horizontal coordinates were scaled from a topographic map and have
 TU0104.an estimated accuracy of +/- 6 seconds.
 TU0104
 TU0104.The orthometric height was key entered from printed documents
 TU0104.and not key verified.
 TU0104
 TU0104.The geoid height was determined by GEOID03.
 TU0104
 TU0104;                    North         East    Units  Estimated Accuracy
 TU0104;SPC HI 1     -    65,970.      522,870.      MT  (+/- 180 meters Scaled)
 TU0104
 TU0104                          SUPERSEDED SURVEY CONTROL
 TU0104
 TU0104.No superseded survey control is available for this station.
 TU0104
 TU0104_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB603499(NAD 83)
 TU0104_MARKER: DB = BENCH MARK DISK
 TU0104_SETTING: 66 = SET IN ROCK OUTCROP
 TU0104_SP_SET: LAVA OUTCROP
 TU0104_STAMPING: Z 20 1975
 TU0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0104+STABILITY: POSITION/ELEVATION WELL
 TU0104
 TU0104  HISTORY     - Date     Condition        Report By
 TU0104  HISTORY     - 1975     MONUMENTED       NGS
 TU0104
 TU0104                          STATION DESCRIPTION
 TU0104
 TU0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0104'3.80 MI SW FROM VOLCANO.
 TU0104'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0104'POST OFFICE IN VOLCANO, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY
 TU0104'11, THENCE 2.0 MILES SOUTHWEST ALONG CRATER RIM ROAD TO THE T JUNCTION
 TU0104'ROAD LEADING NORTHWEST TO MAUNA LOA ROAD, IN TOP OF A LAVA OUTCROP ON
 TU0104'RIGHT SIDE OF ROAD, 108.5 FEET NORTHWEST OF CENTERLINE OF CRATER RIM
 TU0104'ROAD, 15.0 FEET NORTHEAST OF CENTERLINE OF PAVED SIDE ROAD, AND 1 FOOT
 TU0104'ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0137 ***********************************************************************
 TU0137  DESIGNATION -  Z 21
 TU0137  PID         -  TU0137
 TU0137  STATE/COUNTY-  HI/HAWAII
 TU0137  USGS QUAD   -  MAUNA LOA (1993)
 TU0137
 TU0137                         *CURRENT SURVEY CONTROL
 TU0137  ___________________________________________________________________
 TU0137* NAD 83(1986)-  19 29 44.     (N)    155 35 15.     (W)     SCALED    
 TU0137* LOCAL TIDAL -      3987.841  (meters)   13083.44   (feet)  ADJ UNCH  
 TU0137  ___________________________________________________________________
 TU0137  GEOID HEIGHT-          27.72  (meters)                     GEOID03
 TU0137
 TU0137  VERT ORDER  -  FIRST     CLASS I
 TU0137
 TU0137.The horizontal coordinates were scaled from a topographic map and have
 TU0137.an estimated accuracy of +/- 6 seconds.
 TU0137
 TU0137.The orthometric height was key entered from printed documents
 TU0137.and not key verified.
 TU0137
 TU0137.The geoid height was determined by GEOID03.
 TU0137
 TU0137;                    North         East    Units  Estimated Accuracy
 TU0137;SPC HI 1     -    73,300.      490,820.      MT  (+/- 180 meters Scaled)
 TU0137
 TU0137                          SUPERSEDED SURVEY CONTROL
 TU0137
 TU0137.No superseded survey control is available for this station.
 TU0137
 TU0137_U.S. NATIONAL GRID SPATIAL ADDRESS:  5QKB284577(NAD 83)
 TU0137_MARKER: DB = BENCH MARK DISK
 TU0137_SETTING: 66 = SET IN ROCK OUTCROP
 TU0137_SP_SET: BED ROCK
 TU0137_STAMPING: Z 21 1975
 TU0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0137+STABILITY: POSITION/ELEVATION WELL
 TU0137
 TU0137  HISTORY     - Date     Condition        Report By
 TU0137  HISTORY     - 1975     MONUMENTED       NGS
 TU0137
 TU0137                          STATION DESCRIPTION
 TU0137
 TU0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 TU0137'31.70 MI SW FROM VOLCANO.
 TU0137'0.80 MILE SOUTHWEST ALONG THE OLD HIGHWAY FROM THE HONGO STORE AND
 TU0137'POST OFFICE IN VOLCANO, THENCE 3.30 MILES SOUTHWEST ALONG STATE
 TU0137'HIGHWAY 11, THENCE 11.45 MILES SOUTHWESTERLY ALONG THE MAUNA LOA ROAD,
 TU0137'CONTINUE 16.15 MILES SOUTHWESTERLY ALONG THE MAUNA LOA TRAIL FROM THE
 TU0137'END OF THE ROAD TO JUNCTION OF JEEP TRAIL, TURN LEFT (SOUTHWEST) FOR
 TU0137'0.10 MILE ALONG JEEP TRAIL TO MARK ON LEFT, IN TOP OF A LAVA BEDROCK,
 TU0137'10.2 FEET SOUTHEAST OF THE CENTER OF JEEP TRAIL, 3.6 FEET NORTHWEST OF
 TU0137'A SMALL CAIRN, 0.20 MILE SOUTHWEST OF BM HVO 10 (USGS), AND 1/2 FOOT
 TU0137'ABOVE JEEP TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0878 ***********************************************************************
 TU0878  DESIGNATION -  Z 22
 TU0878  PID         -  TU0878
 TU0878  STATE/COUNTY-  HI/MAUI
 TU0878  USGS QUAD   -  MAKENA (1995)
 TU0878
 TU0878                         *CURRENT SURVEY CONTROL
 TU0878  ___________________________________________________________________
 TU0878* NAD 83(1986)-  20 37 24.     (N)    156 26 24.     (W)     SCALED    
 TU0878* LOCAL TIDAL -         1.480  (meters)       4.86   (feet)  ADJUSTED  
 TU0878  ___________________________________________________________________
 TU0878  GEOID HEIGHT-          16.47  (meters)                     GEOID03
 TU0878
 TU0878  VERT ORDER  -  FIRST     CLASS I
 TU0878
 TU0878.The horizontal coordinates were scaled from a topographic map and have
 TU0878.an estimated accuracy of +/- 6 seconds.
 TU0878
 TU0878.The orthometric height was determined by differential leveling
 TU0878.and adjusted by the National Geodetic Survey in December 2003..
 TU0878.No vertical observational check was made to the station.
 TU0878
 TU0878.The geoid height was determined by GEOID03.
 TU0878
 TU0878;                    North         East    Units  Estimated Accuracy
 TU0878;SPC HI 2     -    32,120.      523,620.      MT  (+/- 180 meters Scaled)
 TU0878
 TU0878                          SUPERSEDED SURVEY CONTROL
 TU0878
 TU0878.No superseded survey control is available for this station.
 TU0878
 TU0878_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGH667825(NAD 83)
 TU0878_MARKER: DV = VERTICAL CONTROL DISK
 TU0878_SETTING: 66 = SET IN ROCK OUTCROP
 TU0878_SP_SET: SET IN ROCK OUTCROP
 TU0878_STAMPING: Z 22 1979
 TU0878_MARK LOGO: NGS   
 TU0878_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TU0878+STABILITY: POSITION/ELEVATION WELL
 TU0878
 TU0878  HISTORY     - Date     Condition        Report By
 TU0878  HISTORY     - 1979     MONUMENTED       NGS
 TU0878
 TU0878                          STATION DESCRIPTION
 TU0878
 TU0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0878'2.4 MILES SOUTH ALONG KIHEI ROAD LEADING TO LA PEROUSE BAY FROM THE
 TU0878'JUNCTION OF STATE HIGHWAY 31 IN MAKENA, AT A SMALL COVE, SET ON THE
 TU0878'NORTH SIDE OF A LARGE LAVA OUTCROP WHERE IT MEETS THE OCEAN, 60 FEET
 TU0878'WEST OF THE CENTER OF THE ROAD AND 15 FEET EAST OF THE WATERS EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0913 ***********************************************************************
 TU0913  DESIGNATION -  Z 23
 TU0913  PID         -  TU0913
 TU0913  STATE/COUNTY-  HI/MAUI
 TU0913  USGS QUAD   -  PAIA (1997)
 TU0913
 TU0913                         *CURRENT SURVEY CONTROL
 TU0913  ___________________________________________________________________
 TU0913* NAD 83(1986)-  20 49 50.     (N)    156 19 55.     (W)     SCALED    
 TU0913* LOCAL TIDAL -       512.164  (meters)    1680.32   (feet)  ADJUSTED  
 TU0913  ___________________________________________________________________
 TU0913  GEOID HEIGHT-          16.44  (meters)                     GEOID03
 TU0913
 TU0913  VERT ORDER  -  FIRST     CLASS I
 TU0913
 TU0913.The horizontal coordinates were scaled from a topographic map and have
 TU0913.an estimated accuracy of +/- 6 seconds.
 TU0913
 TU0913.The orthometric height was determined by differential leveling
 TU0913.and adjusted by the National Geodetic Survey in December 2003..
 TU0913
 TU0913.The geoid height was determined by GEOID03.
 TU0913
 TU0913;                    North         East    Units  Estimated Accuracy
 TU0913;SPC HI 2     -    55,080.      534,840.      MT  (+/- 180 meters Scaled)
 TU0913
 TU0913                          SUPERSEDED SURVEY CONTROL
 TU0913
 TU0913.No superseded survey control is available for this station.
 TU0913
 TU0913_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ776056(NAD 83)
 TU0913_MARKER: DV = VERTICAL CONTROL DISK
 TU0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TU0913_SP_SET: FOUNDATION
 TU0913_STAMPING: Z 23 1979
 TU0913_MARK LOGO: NGS   
 TU0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 TU0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TU0913
 TU0913  HISTORY     - Date     Condition        Report By
 TU0913  HISTORY     - 1979     MONUMENTED       NGS
 TU0913
 TU0913                          STATION DESCRIPTION
 TU0913
 TU0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (WVM)
 TU0913'0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 37 FROM THE JUNCTION WITH STATE
 TU0913'HIGHWAY 400 IN PUKALANI, SET IN TOP OF THE CIRCULAR CONCRETE
 TU0913'FOUNDATION OF THE CITY STANDPIPE, 3 FEET WEST OF THE METAL LADDER ON
 TU0913'THE TANK AND ON THE NORTHWEST SIDE OF THE STANDPIPE, 40 FEET SOUTHWEST
 TU0913'OF THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0688 ***********************************************************************
 TU0688  DESIGNATION -  Z 245
 TU0688  PID         -  TU0688
 TU0688  STATE/COUNTY-  HI/KAUAI
 TU0688  USGS QUAD   -  KEKAHA (1983)
 TU0688
 TU0688                         *CURRENT SURVEY CONTROL
 TU0688  ___________________________________________________________________
 TU0688* NAD 83(1986)-  21 58 50.     (N)    159 43 04.     (W)     SCALED    
 TU0688* LOCAL TIDAL -         7.181  (meters)      23.56   (feet)  ADJ UNCH  
 TU0688  ___________________________________________________________________
 TU0688  GEOID HEIGHT-          16.26  (meters)                     GEOID03
 TU0688
 TU0688  VERT ORDER  -  SECOND    CLASS 0
 TU0688
 TU0688.The horizontal coordinates were scaled from a topographic map and have
 TU0688.an estimated accuracy of +/- 6 seconds.
 TU0688
 TU0688.The orthometric height was key entered from printed documents
 TU0688.and not key verified.
 TU0688
 TU0688.The geoid height was determined by GEOID03.
 TU0688
 TU0688;                    North         East    Units  Estimated Accuracy
 TU0688;SPC HI 4     -    16,320.      477,510.      MT  (+/- 180 meters Scaled)
 TU0688
 TU0688                          SUPERSEDED SURVEY CONTROL
 TU0688
 TU0688.No superseded survey control is available for this station.
 TU0688
 TU0688_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK258308(NAD 83)
 TU0688_MARKER: DB = BENCH MARK DISK
 TU0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0688_SP_SET: WALL
 TU0688_STAMPING: Z 245 1964
 TU0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0688
 TU0688  HISTORY     - Date     Condition        Report By
 TU0688  HISTORY     - 1964     MONUMENTED       CGS
 TU0688  HISTORY     - 1966     GOOD             NGS
 TU0688  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 TU0688  HISTORY     - 20050223 MARK NOT FOUND   USPSQD
 TU0688
 TU0688                          STATION DESCRIPTION
 TU0688
 TU0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 TU0688'1 MI N FROM KEKAHA.
 TU0688'1.0 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE JUNCTION OF STATE
 TU0688'HIGHWAYS 50 AND 55 AT KEKAHA.  ALONG SOUTHWEST SIDE OF HIGHWAY, 53
 TU0688'YARDS SOUTHEAST OF POINT WHERE HIGHWAY 55 TURNS RIGHT UP CANYON, 100
 TU0688'YARDS NORTHWEST OF A GROVE OF LARGE ROUND TREES, 120 FEET NORTHWEST OF
 TU0688'A T-ROAD ON LEFT, 69.5 FEET NORTHWEST OF TELEPHONE POLE NO. 375, 22
 TU0688'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, AT THE NORTHWEST END OF AN
 TU0688'IRRIGATION DITCH, AND CEMENTED IN A DRILL HOLE IN THE TOP OF A
 TU0688'CONCRETE WALL OF THE IRRIGATION DITCH, FLUSH WITH GROUND ON ROAD SIDE
 TU0688'AND PROJECTING 16 INCHES ON CANAL SIDE.  NOTE-- THE PALM TREES
 TU0688'MENTIONED IN ORIGINAL DESCRIPTION ARE GONE.
 TU0688
 TU0688                          STATION RECOVERY (1998)
 TU0688
 TU0688'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0688'MARK NOT FOUND.
 TU0688
 TU0688                          STATION RECOVERY (2005)
 TU0688
 TU0688'RECOVERY NOTE BY US POWER SQUADRON 2005 (KLH)
 TU0688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0689 ***********************************************************************
 TU0689  DESIGNATION -  Z 245 RESET 1977
 TU0689  PID         -  TU0689
 TU0689  STATE/COUNTY-  HI/KAUAI
 TU0689  USGS QUAD   -  KEKAHA (1983)
 TU0689
 TU0689                         *CURRENT SURVEY CONTROL
 TU0689  ___________________________________________________________________
 TU0689* NAD 83(1986)-  21 59 21.     (N)    159 43 37.     (W)     SCALED    
 TU0689* LOCAL TIDAL -         7.26   (meters)      23.8    (feet)  RESET     
 TU0689  ___________________________________________________________________
 TU0689  GEOID HEIGHT-          16.30  (meters)                     GEOID03
 TU0689
 TU0689  VERT ORDER  -  THIRD
 TU0689
 TU0689.The horizontal coordinates were scaled from a topographic map and have
 TU0689.an estimated accuracy of +/- 6 seconds.
 TU0689
 TU0689.The orthometric height was computed from unverified reset data.
 TU0689
 TU0689.The geoid height was determined by GEOID03.
 TU0689
 TU0689;                    North         East    Units  Estimated Accuracy
 TU0689;SPC HI 4     -    17,270.      476,560.      MT  (+/- 180 meters Scaled)
 TU0689
 TU0689                          SUPERSEDED SURVEY CONTROL
 TU0689
 TU0689.No superseded survey control is available for this station.
 TU0689
 TU0689_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QDK249318(NAD 83)
 TU0689_MARKER: DB = BENCH MARK DISK
 TU0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0689_SP_SET: DITCH
 TU0689_STAMPING: Z 245 RESET 1977
 TU0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0689
 TU0689  HISTORY     - Date     Condition        Report By
 TU0689  HISTORY     - 1977     MONUMENTED       LOCENG
 TU0689  HISTORY     - 19980820 MARK NOT FOUND   USPSQD
 TU0689
 TU0689                          STATION DESCRIPTION
 TU0689
 TU0689'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 TU0689'0.8 MI N FROM KEKAHA.
 TU0689'0.8 MILE NORTH ALONG STATE HIGHWAYS 50 AND 55 AT KEKAHA.  ALONG
 TU0689'SOUTHWEST SIDE OF HIGHWAY, 123 FEET SOUTHEAST OF POINT WHERE HIGHWAY
 TU0689'55 TURNS RIGHT UP CANYON, 453 FEET NORTHWEST OF A GROVE OF LARGE ROUND
 TU0689'TREES, 137 FEET NORTHWEST OF A T-ROAD (DIRT) ON LEFT, 96 FEET
 TU0689'NORTHWEST OF TELEPHONE POLE, 30.5 FEET SOUTHWEST OF CENTER LINE OF
 TU0689'HIGHWAY, AT THE NORTHWEST END OF AN IRRIGATION DITCH, AND CEMENTED IN
 TU0689'12 X 12 IN. CONCRETE BLOCK ABUTTING AGAINST WALL OF THE IRRIGATION
 TU0689'DITCH, FLUSH WITH GROUND ON ROAD SIDE.
 TU0689
 TU0689                          STATION RECOVERY (1998)
 TU0689
 TU0689'RECOVERY NOTE BY US POWER SQUADRON 1998
 TU0689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0425 ***********************************************************************
 TU0425  DESIGNATION -  Z 4
 TU0425  PID         -  TU0425
 TU0425  STATE/COUNTY-  HI/HONOLULU
 TU0425  USGS QUAD   -  HONOLULU (1983)
 TU0425
 TU0425                         *CURRENT SURVEY CONTROL
 TU0425  ___________________________________________________________________
 TU0425* NAD 83(1986)-  21 17 20.     (N)    157 47 37.     (W)     SCALED    
 TU0425* LOCAL TIDAL -       125.852  (meters)     412.90   (feet)  ADJ UNCH  
 TU0425  ___________________________________________________________________
 TU0425  GEOID HEIGHT-          15.70  (meters)                     GEOID03
 TU0425
 TU0425  VERT ORDER  -  FIRST     CLASS II
 TU0425
 TU0425.The horizontal coordinates were scaled from a topographic map and have
 TU0425.an estimated accuracy of +/- 6 seconds.
 TU0425
 TU0425.The orthometric height was key entered from printed documents
 TU0425.and not key verified.
 TU0425
 TU0425.The geoid height was determined by GEOID03.
 TU0425
 TU0425;                    North         East    Units  Estimated Accuracy
 TU0425;SPC HI 3     -    13,550.      521,420.      MT  (+/- 180 meters Scaled)
 TU0425
 TU0425                          SUPERSEDED SURVEY CONTROL
 TU0425
 TU0425.No superseded survey control is available for this station.
 TU0425
 TU0425_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ251545(NAD 83)
 TU0425_MARKER: DB = BENCH MARK DISK
 TU0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TU0425_SP_SET: CATCH BASIN
 TU0425_STAMPING: Z 4 1927
 TU0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TU0425
 TU0425  HISTORY     - Date     Condition        Report By
 TU0425  HISTORY     - 1927     MONUMENTED       CGS
 TU0425  HISTORY     - 1962     GOOD             NGS
 TU0425  HISTORY     - 19990527 GOOD             USPSQD
 TU0425
 TU0425                          STATION DESCRIPTION
 TU0425
 TU0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 TU0425'IN HONOLULU.
 TU0425'ABOUT 3-1/2 MILES AIRLINE EAST OF THE FEDERAL BUILDING IN HONOLULU, IN
 TU0425'THE WILHELMINA RISE DISTRICT, AT THE SECOND INTERSECTION OF WILHELMINA
 TU0425'RISE AND SIERRA DRIVE, A WINDING DRIVE WHICH CROSSES WILHELMINA RISE
 TU0425'SEVERAL TIMES.  2 BLOCKS ABOVE PUKALANI PLACE, IN FRONT OF THE HOME AT
 TU0425'3919 SIERRA DRIVE, 1 FOOT EAST-NORTHEAST OF CURB, 2 FEET
 TU0425'SOUTH-SOUTHEAST OF EDGE OF DRIVEWAY TO THE HOUSE, 34 FEET
 TU0425'NORTH-NORTHWEST OF CENTER LINE OF WILHELMINA RISE, AND 2 FEET
 TU0425'NORTHWEST OF EDGE OF A 2-FOOT MANHOLE COVER, AND CEMENTED IN A DRILL
 TU0425'HOLE IN A CONCRETE STORM-DRAIN CATCH-BASIN.
 TU0425
 TU0425                          STATION RECOVERY (1999)
 TU0425
 TU0425'RECOVERY NOTE BY US POWER SQUADRON 1999
 TU0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 TU0200 ***********************************************************************
 TU0200  DESIGNATION -  Z 5
 TU0200  PID         -  TU0200
 TU0200  STATE/COUNTY-  HI/MAUI
 TU0200  USGS QUAD   -  PUU O KALI (1992)
 TU0200
 TU0200                         *CURRENT SURVEY CONTROL
 TU0200  ___________________________________________________________________
 TU0200* NAD 83(1986)-  20 48 59.     (N)    156 25 19.     (W)     SCALED    
 TU0200* LOCAL TIDAL -       111.212  (meters)     364.87   (feet)  ADJ UNCH  
 TU0200  ___________________________________________________________________
 TU0200  GEOID HEIGHT-          16.34  (meters)                     GEOID03
 TU0200
 TU0200  VERT ORDER  -  FIRST     CLASS II
 TU0200
 TU0200.The horizontal coordinates were scaled from a topographic map and have
 TU0200.an estimated accuracy of +/- 6 seconds.
 TU0200
 TU0200.The orthometric height was key entered from printed documents
 TU0200.and not key verified.
 TU0200
 TU0200.The geoid height was determined by GEOID03.
 TU0200
 TU0200;                    North         East    Units  Estimated Accuracy
 TU0200;SPC HI 2     -    53,500.      525,470.      MT  (+/- 180 meters Scaled)
 TU0200
 TU0200                          SUPERSEDED SURVEY CONTROL
 TU0200
 TU0200.No superseded survey control is available for this station.
 TU0200
 TU0200_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QGJ683039(NAD 83)
 TU0200_MARKER: DB = BENCH MARK DISK
 TU0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TU0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TU0200_STAMPING: Z 5 1950
 TU0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TU0200+STABILITY: SURFACE MOTION
 TU0200
 TU0200  HISTORY     - Date     Condition        Report By
 TU0200  HISTORY     - 1950     MONUMENTED       CGS
 TU0200  HISTORY     - 1968     GOOD             NGS
 TU0200  HISTORY     - 1981     MARK NOT FOUND   USGS
 TU0200  HISTORY     - 19810511 MARK NOT FOUND   USPSQD
 TU0200
 TU0200                          STATION DESCRIPTION
 TU0200
 TU0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 TU0200'4 MI NE FROM KIHEI.
 TU0200'0.5 MILE EAST ON UPPER KIHEI ROAD FROM THE POST OFFICE IN KIHEI,
 TU0200'THENCE TAKE LEFT FORK AND GO 0.4 MILE.  THENCE TAKE RIGHT FORK AND GO
 TU0200'2.7 MILES TO PAVED T-JUNCTION.  THENCE GO LEFT ON MACADAM ROAD FOR
 TU0200'0.25 MILE.  THENCE GO RIGHT ON FIELD ROAD FOR 0.65 MILE TO CROSSROAD.
 TU0200'KEEP AHEAD, CROSSING CANAL, FOR 0.05 MILE TO FORK.  THENCE TAKE LEFT
 TU0200'FORK AND GO 0.2 MILE.  IN EAST ANGLE OF CROSSROAD INTERSECTION, 38.0
 TU0200'FEET SOUTHEAST OF CENTER LINE OF MAIN ROAD, 16.6 FEET NORTHEAST OF
 TU0200'CENTER LINE OF CROSSROAD, 18 FEET SOUTHEAST OF A HIGHWAY STOP SIGN AND
 TU0200'END OF CONCRETE CANAL CRIBBING, 10 FEET NORTHWEST OF A METAL FLOOD
 TU0200'GATE, 2 FEET NORTHEAST OF EDGE OF MAIN CANAL, 1 FOOT NORTH OF A WHITE
 TU0200'WITNESS POST, BETWEEN EDGE OF CANE FIELD AND CANAL, AND SET IN THE TOP
 TU0200'OF A 10-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH GROUND. THE LETTERS
 TU0200'USBM ARE PAINTED IN BLACK ON THE FACE OF THE CANAL IN FRONT OF THE
 TU0200'MARK.  NOTE-- THE STRIP BETWEEN CANAL AND EDGE OF PLANTED CANE IS
 TU0200'NARROW, AND WHEN THE CANE IS HIGH IT HANGS OVER AND HIDES THE MARK.
 TU0200
 TU0200                          STATION RECOVERY (1981)
 TU0200
 TU0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 TU0200'MARK NOT FOUND.
 TU0200
 TU0200                          STATION RECOVERY (1981)
 TU0200
 TU0200'RECOVERY NOTE BY US POWER SQUADRON 1981 (RWH)
 TU0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6422 ***********************************************************************
 AA6422  DESIGNATION -  ZHN A
 AA6422  PID         -  AA6422
 AA6422  STATE/COUNTY-  HI/HONOLULU
 AA6422  USGS QUAD   -  PEARL HARBOR (1983)
 AA6422
 AA6422                         *CURRENT SURVEY CONTROL
 AA6422  ___________________________________________________________________
 AA6422* NAD 83(1993)-  21 18 44.39640(N)    157 55 15.99727(W)     ADJUSTED  
 AA6422* LOCAL TIDAL -         2.152  (meters)       7.06   (feet)  ADJUSTED  
 AA6422  ___________________________________________________________________
 AA6422  EPOCH DATE  -        1993.62
 AA6422  X           -  -5,508,667.073 (meters)                     COMP
 AA6422  Y           -  -2,234,473.800 (meters)                     COMP
 AA6422  Z           -   2,303,651.971 (meters)                     COMP
 AA6422  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 AA6422  ELLIP HEIGHT-          18.19  (meters)          (08/29/95) GPS OBS
 AA6422  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 AA6422  DYNAMIC HT  -           2.148 (meters)       7.05  (feet)  COMP
 AA6422  MODELED GRAV-     978,925.3   (mgal)                       NAVD 88
 AA6422
 AA6422  HORZ ORDER  -  B
 AA6422  VERT ORDER  -  FIRST     CLASS II
 AA6422  ELLP ORDER  -  FIRST     CLASS I
 AA6422
 AA6422.The horizontal coordinates were established by GPS observations
 AA6422.and adjusted by the National Geodetic Survey in August 1995..
 AA6422.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6422.DATUM ITEM on the data sheet items page.
 AA6422.The horizontal coordinates are valid at the epoch date displayed above.
 AA6422.The epoch date for horizontal control is a decimal equivalence
 AA6422.of Year/Month/Day.
 AA6422
 AA6422.The orthometric height was determined by differential leveling
 AA6422.and adjusted by the National Geodetic Survey in April 2001..
 AA6422
 AA6422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6422
 AA6422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6422
 AA6422.The ellipsoidal height was determined by GPS observations
 AA6422.and is referenced to NAD 83.
 AA6422
 AA6422.The geoid height was determined by GEOID03.
 AA6422
 AA6422.The dynamic height is computed by dividing the NAVD 88
 AA6422.geopotential number by the normal gravity value computed on the
 AA6422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6422.degrees latitude (g = 980.6199 gals.).
 AA6422
 AA6422.The modeled gravity was interpolated from observed gravity values.
 AA6422
 AA6422;                    North         East     Units Scale Factor Converg.
 AA6422;SPC HI 3     -    16,130.012   508,184.924   MT  0.99999083   +0 01 43.2
 AA6422;UTM  04      - 2,357,097.887   611,897.700   MT  0.99975472   +0 23 31.8
 AA6422
 AA6422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6422!SPC HI 3     -   0.99999714  x   0.99999083  =   0.99998797
 AA6422!UTM  04      -   0.99999714  x   0.99975472  =   0.99975186
 AA6422
 AA6422|---------------------------------------------------------------------|
 AA6422| PID    Reference Object                     Distance      Geod. Az  |
 AA6422|                                                           dddmmss.s |
 AA6422| AA6423 ZHN B                               110.123 METERS 02004     |
 AA6422|---------------------------------------------------------------------|
 AA6422
 AA6422                          SUPERSEDED SURVEY CONTROL
 AA6422
 AA6422.No superseded survey control is available for this station.
 AA6422
 AA6422_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1189857098(NAD 83)
 AA6422_MARKER: I = METAL ROD
 AA6422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA6422_STAMPING: ZHN A 1995
 AA6422_MARK LOGO: NGS   
 AA6422_PROJECTION: FLUSH
 AA6422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6422+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1995
 AA6422_ROD/PIPE-DEPTH: 12.8 meters
 AA6422
 AA6422  HISTORY     - Date     Condition        Report By
 AA6422  HISTORY     - 1995     MONUMENTED       NOS
 AA6422  HISTORY     - 19950910 GOOD             NGS
 AA6422
 AA6422                          STATION DESCRIPTION
 AA6422
 AA6422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CLN)
 AA6422'THE STATION IS LOCATED AT  THE FAA FLIGHT SERVICE STATION AT LAGOON
 AA6422'DRIVE AND PALEKONA ST ON THE SOUTH SIDE OF HONOLULU INTL AIRPORT. IT
 AA6422'IS LOCATED ON THE SOUTH CORNER OF THE PROPERTY WITHIN THE SECURED AREA
 AA6422'IN A SMALL GRASSY AREA SURROUNDED BY FENCE ON THREE SIDES AND A
 AA6422'PARKING LOT ON THE FOURTH SIDE. IT IS 5.6 METER (18.4 FT) NORTH FROM
 AA6422'THE FENCE CORNER AT THE SOUTH END OF THE PROPERTY, 5.2 METER (17.1 FT)
 AA6422'SOUTH FROM THE SOUTH END OF AUTOMATIC GATE AND 2.5 METER (8.2 FT)
 AA6422'SOUTHEAST FROM THE INSIDE EDGE OF THE CURB OF PARKING LOT. THE STATION
 AA6422'IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT 42 FT (12.8 M) AND
 AA6422'RESESSED BELOW GROUND 0.1 METER (0.3 FT) AND ENCASED IN AN ALUMINUM
 AA6422'CASE AND COVER THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  5, 2006
 AA6423 ***********************************************************************
 AA6423  FBN         -  This is a Federal Base Network Control Station.
 AA6423  DESIGNATION -  ZHN B
 AA6423  PID         -  AA6423
 AA6423  STATE/COUNTY-  HI/HONOLULU
 AA6423  USGS QUAD   -  PEARL HARBOR (1983)
 AA6423
 AA6423                         *CURRENT SURVEY CONTROL
 AA6423  ___________________________________________________________________
 AA6423* NAD 83(1993)-  21 18 47.75942(N)    157 55 14.68570(W)     ADJUSTED  
 AA6423* LOCAL TIDAL -         1.937  (meters)       6.36   (feet)  ADJUSTED  
 AA6423  ___________________________________________________________________
 AA6423  EPOCH DATE  -        1993.62
 AA6423  X           -  -5,508,617.846 (meters)                     COMP
 AA6423  Y           -  -2,234,494.623 (meters)                     COMP
 AA6423  Z           -   2,303,748.254 (meters)                     COMP
 AA6423  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AA6423  ELLIP HEIGHT-          17.98  (meters)          (08/29/95) GPS OBS
 AA6423  GEOID HEIGHT-          15.47  (meters)                     GEOID03
 AA6423  DYNAMIC HT  -           1.934 (meters)       6.35  (feet)  COMP
 AA6423  MODELED GRAV-     978,922.9   (mgal)                       NAVD 88
 AA6423
 AA6423  HORZ ORDER  -  A
 AA6423  VERT ORDER  -  FIRST     CLASS II
 AA6423  ELLP ORDER  -  FIRST     CLASS I
 AA6423
 AA6423.The horizontal coordinates were established by GPS observations
 AA6423.and adjusted by the National Geodetic Survey in August 1995..
 AA6423.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AA6423.DATUM ITEM on the data sheet items page.
 AA6423.The horizontal coordinates are valid at the epoch date displayed above.
 AA6423.The epoch date for horizontal control is a decimal equivalence
 AA6423.of Year/Month/Day.
 AA6423
 AA6423.The orthometric height was determined by differential leveling
 AA6423.and adjusted by the National Geodetic Survey in April 2001..
 AA6423
 AA6423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6423
 AA6423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6423
 AA6423.The ellipsoidal height was determined by GPS observations
 AA6423.and is referenced to NAD 83.
 AA6423
 AA6423.The geoid height was determined by GEOID03.
 AA6423
 AA6423.The dynamic height is computed by dividing the NAVD 88
 AA6423.geopotential number by the normal gravity value computed on the
 AA6423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6423.degrees latitude (g = 980.6199 gals.).
 AA6423
 AA6423.The modeled gravity was interpolated from observed gravity values.
 AA6423
 AA6423;                    North         East     Units Scale Factor Converg.
 AA6423;SPC HI 3     -    16,233.462   508,222.671   MT  0.99999084   +0 01 43.7
 AA6423;UTM  04      - 2,357,201.551   611,934.781   MT  0.99975483   +0 23 32.3
 AA6423
 AA6423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6423!SPC HI 3     -   0.99999717  x   0.99999084  =   0.99998801
 AA6423!UTM  04      -   0.99999717  x   0.99975483  =   0.99975200
 AA6423
 AA6423|---------------------------------------------------------------------|
 AA6423| PID    Reference Object                     Distance      Geod. Az  |
 AA6423|                                                           dddmmss.s |
 AA6423| AA6422 ZHN A                               110.123 METERS 20004     |
 AA6423|---------------------------------------------------------------------|
 AA6423
 AA6423                          SUPERSEDED SURVEY CONTROL
 AA6423
 AA6423.No superseded survey control is available for this station.
 AA6423
 AA6423_U.S. NATIONAL GRID SPATIAL ADDRESS:  4QFJ1193557202(NAD 83)
 AA6423_MARKER: I = METAL ROD
 AA6423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA6423_STAMPING: ZHN B
 AA6423_MARK LOGO: NGS   
 AA6423_PROJECTION: FLUSH
 AA6423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6423+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004
 AA6423_ROD/PIPE-DEPTH: 12.2 meters
 AA6423
 AA6423  HISTORY     - Date     Condition        Report By
 AA6423  HISTORY     - 1995     MONUMENTED       NOS
 AA6423  HISTORY     - 20041121 GOOD             JCLS
 AA6423
 AA6423                          STATION DESCRIPTION
 AA6423
 AA6423'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JGF)
 AA6423'THE STATION IS LOCATED AT  THE FAA FLIGHT SERVICE STATION AT LAGOON
 AA6423'DRIVE AND PALEKONA ST ON THE SOUTH SIDE OF HONOLULU INTL AIRPORT. IT
 AA6423'IS LOCATED ON THE NORTH CORNER OF THE PROPERTY OUTSIDE THE SECURED
 AA6423'AREA IN A FLOWER BED BETWEEN THE NORTH CORNER OF THE PARKING LOT AND A
 AA6423'SIDEWALK ON THE SOUTH SIDE OF PALEKONA STREET. IT IS 2.2 FT (0.7 M)
 AA6423'NORTH OF THE CURB OF THE PARKING LOT 4.5 FT (1.4 M) SOUTHWEST OF THE
 AA6423'INSIDE EDGE OF THE SIDEWALK AND 10 FT (3.0 M) SOUTHEAST OF THE CORNER
 AA6423'POST OF A 6 FOOT (1.8 M) CHAIN LINK FENCE, A STAINLESS STEEL ROD
 AA6423'DRIVEN TO REFUSAL AT 40 FT (12.2 M) AND RESESSED BELOW GROUND 0.1
 AA6423'METER (0.3 FT) AND ENCASED IN AN ALUMINUM CASE AND COVER THAT IS FLUSH
 AA6423'WITH THE GROUND SURFACE.
 AA6423
 AA6423                          STATION RECOVERY (2004)
 AA6423
 AA6423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA6423'RECOVERED IN GOOD CONDITION.

 *** retrieval complete.
